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BWFE2015-005178-495 CALLE TAMPICO � D � Quiftro LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BWFE2015-0051 Property Address: ' 52194 EISENHOWER DR APN: 773231010 Application Description: CRAWFORD/GARDEN AND RETAINING WALL AT FRONT AND BACKYARD. Property Zoning: ~z� Application Valuation: $4,500.00 Applicant: DANIEL P. CRAWFORD 52194 EISENHOWER DR LA QUINTA, CA 92253 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.::CONV:140528101254111395 Date: 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 iness and Professions Code) or that he or she is exempt therefrom and the basis r the alleged exemption. Any violation of Section 7031.5 by any applicant for a per4t ubjects the applicant to a civil penalty of not more than five hundred dollars ( ,as owner of the property, or my employees with wages as their sole co pensation, will do the work, and the structure is not intended or offered for sale. (Se . 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 n untended or offered for sale. If, however, the building or improvement is sold wit none year of completion, the -owner -builder will have the burden of proving that h r fie did not build or improve for the purpose of sale.). ( I, as owner of the property, am exclusively, contracting with licensed contractors onstruct the project. (Sec. 7044, Business and Professions Code: The Contractors' SJho c nse Law does not apply to an owner of property who builds or improves tand who contracts for the projects with a contractor(s) licensed pursuant to tractors' State License Law.). m exempt under Sec. B.&P.C.or this re4�cy _; , 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: VOICE (760) 77777125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: DANIEL P. CRAWFORD 52194 EISENHOWER DR LA QUINTA, CA 92253 Contractor: DANIEL P. CRAWFORD 52194 EISENHOWER DR LA QUINTA, CA 92253 Date: 3/11/2015 0 w o ~z� O N o _ I � 1 _e� (760)567-4345 Llc. No.::CONV:140528101254111395 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. ave and will maintain workers' compensation insurance, as required by Section 37 0 of the Labor Code, for the performance of the work for which this permit is issued. fvly. workers' compensation insurance carrier and policy number are: Carrier: Policy Number: certify that in the performance of the work for which this permit is issued, I shall no( employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I ould become subject to the workers' compensation provisions of Section 370 of the Labo C d , I shall forth th comply with tthos provisions. Date: i Applicant: ---I/ WARNING: FAILURE TO SECURE WORKERS' OMPENSATION COVERAGIS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIV 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 i ormation is correct. I agree to comply with all city and county ordinances and state I s relating to I u'Ifling construction, and hereby authorize representatives of this city enter up o a / ve• mentioned prope y for inspection purposes. Date: Signature (Applicant or Agent): DESCRIPTION FINANCIAL .1. ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDIN'G STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT QTY 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 QTY 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 forFENCE OR FREESTANDING WALL $108.77 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL <=12 - FIRST 100 LF 101-0000-42404 0 $47.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RET WALL <=12 - FIRST 100 LF PC 101-0000-42600 0 $60.91 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for RETAINING WALL $108.77 $0.00 TOTALS:00 Description: CRAWFORD/GARDEN AND RETAINING WALL AT FRONT AND BACKYARD Type: WALL/FENCE Subtype: Status: UNDER REVIEW Applied: 3/11/2015 SKH Approved: Parcel No: 773231010 Site Address: 52194 EISENHOWER DR LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 96 Lot: 13 Issued: UNIT 11 . 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 Details: 30LF OF 5' GARDEN WALL AND (2) PILASTERS AT FRONT YARD AND 50LF OF COMBO WALL AT BACKYARD (DOES NOT INCLUDE CURB CUT. [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. Printed: Wednesday, March 11, 2015 5:02:21 PM 1 of 2 CRWY57EM5 CONDITIONS CONTACTS NAME TYPE NAME, ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT DANIEL P. CRAWFORD 52194 EISENHOWER DR LA QUINTA CA 92253 ( Printed: Wednesday, March 11, 2015 5:02:21 PM 1 of 2 CRWY57EM5 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED "RESULT DATE REMARKS NOTES BOND BEAM DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY FOOTINGS BY BY 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 forFENCE OR FREESTANDING WALL $108.77 $0.00 RET WALL <=12 - FIRST 101-0000-42404 0 $47.86 $0.00 100 LF RET WALL <=12 - FIRST 101-0000-42600 0 $60.91 $0.00 100 LF PC Total Paid forRETAINING WALL $108.77 $0.00 TOTALS:00 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED "RESULT DATE REMARKS NOTES BOND BEAM FINAL** FOOTINGS Printed:.Wednesday, March 11, 2015 5:02:21 PM 2 of 2 mLJ l✓ SYSTEMS BIn.# Qty Of QUinta Buitding a Safety Division P.O. Box 1504,78-495 Calle Tamptco La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application' and Tracking Sheet Permit # Project Address: S0/9 E/.SAN tV'b/L Owner's xame:. A. P. Number. 717 S t 0/0 Address: Legal Description: City, ST, Zip: Contractor.ujN �� Telephone: �% ;,. Address: Project Description: boa - City, ST, Zip: L $ijCU Telephone: G p o 07 i� '� /6"STN b s1PDEJx1 g State Lic. #: City Lie Arch., Engr., Designer. Address: ! (t 16 r l-{r4l•F �G,,A,��Is City., ST, Zip: . SOG'U D�F{U. -- Dwvc-t(-{ 6AA06 - Telephone: Lic. #: Name of Contact Person: �(/ �� Construction Type:. Occupancy: Project type circle one) New Add'n Alter Repair DemoState Sq. Ft : # Stories: # Unit$: Telephone # of Contact Person: (� Estimated Value of Project Igw-co APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Strncturat Cales Reviewed, ready for corrections Plan Check Deposit. . Truss Cates. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted.,. Mecharileal Grading plan 2'' Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '^' Review; ready for correctionsAssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Spread BLOCK CO►, INC. sly 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' to 6' High Site Wall Footing - C o 100/110/120mph (ult) Risk Category I 6' Wide CMU DESIGN CRITERIA 1. DESIGN CRITERIA PER 2013 CBC 1'-11' 2'-1 2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf OPTIONAL WALL CAP 3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf 3' 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf #10Wo.a 4'o.c. 5. CANTILEVER ACTIVE = 30pef ®40'0.c 'o.c. 6. MASONRY COMPRESSIVE STRENGTH, f m = 1500ps1. SPECIAL INSPECTION C 0120 NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 2'-4' 2--1' 2'-3' 2'-6' 2'-3' 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE CITY OF 1A e-% UIN9 BUILDING & SAFETY DEP� /� APPROVED FOR CONSTRUCTION PROJECT SPECIFIC SITE. STD. LADDER TYPE NOTES oo r.5 STD FOR SLUMPSTONE) 4' 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 C ® 120 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 ®40'o.c. 4036'o.c. GROUT CELLS 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 2a DAYS, UNLESS w/ REINF. lo 10 OTHERWISE REQUIRED BY SOILS REPORT. TV 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS 10 oo BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR 11 WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR ANDERSON DESIGN GROUP Structural Engineering Building Design ANGELUS BLOCK SLUMPSTONE SHALL BE USED. j S-1.0 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 REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY �/._ W.- I9s;' 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 ol 000psi.DWLS. TO MATCHRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE wIS VERT. REINF. LAP PLASTIC. oo 24' MIN. B. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH EQ. EQ. VERTICAL CONTINUITY OF THE CELLS, F.G. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 40'-O'o.c. OR 20'-O'o.c. IF WALL IS TO BE STUCCO COATED OR WET -SET FIRST MORTAR WASHED COURSE 10. GROUT ALL CELLS W17H REINFORCEMENT. 2-#4 CONT. 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 GOUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS CONT. CONC. FTG. SEE DETAIL SHEET S-5.1. ALT. BENDS 'B' MIN. MASONRY FENCE WALL SCHEDULE nrci� un•,n �'v oeoe � PER SCHEDULE 61 ANT WIArW W/,+i1 w • z x c a = � U = N w a iq 3' CLR. TYP. �~ 1'-11' 2'-1 ESS/ 3' C 0100 #10Wo.a 4'o.c. C 0110 ®40'0.c 'o.c. C 0120 c. 2'o. 4®36'0.0. 2'-4' 2--1' 2'-3' 2'-6' 2'-3' CITY OF 1A e-% UIN9 BUILDING & SAFETY DEP� /� APPROVED FOR CONSTRUCTION 41 *' EXP. 3-31-16 s T �.R �P�� UCTO F 4' C ®100 0.C. '0.c. C 0110 032'o.0 'o.c. C ® 120 ®24'o.0 7'o.c. C 0 100 ®40'o.c. 4036'o.c. )' C 0110 4'o.c 4027'o.c 2'-6' 2'-8' DATE -"----OY OF CA`\ MATE SIGNED 4-1-14 C 0120 4 ox. 7"ox. 11 ANDERSON DESIGN GROUP Structural Engineering Building Design j S-1.0 228 East aadillo Street (626) 938-1595 • • Covina • CA • 91723-2115 Facsimile (626) 938-0485 #6255 -.wt eerin0 �/._ W.- I9s;' cK Since 1946 ANGELUS BLOCK MASONRY FENCE WALL SYSTEM DESIGN CIRlTENA. 1. 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, 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- 1. ITENOTES- 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 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. 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 ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 60 to ff High Site Miall Spread Footing o Property Line C-®- 00/110/12Ornph-(ult) Risk Category I 80 Wide CMU OPTIONAL WALL CAP rSTD. LADDER TYPE 45 STD FOR SLUMPSI JOINT REINF. AT TOP - COURSE, AT FIRST COURSE, AND 24'o.c. 6- WIDE (NOM.) CMU GROUT CELLS w/ REINF. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS F.G. MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND 'X' BARS PER REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS SCHEDULE ® — MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY CTR. OF WALL 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 WET -SET FIRST 2000psi. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE DWLS. TO MATCH IS PLASTIC. VERT. REINF. LAP 8. CONCRETE BLOC( SHALL BE LAID IN RUNNING BOND PATTERN WITH 24_ MIN. VERTICAL CONTINUITY OF THE CELLS CITY OF LA QUIP A BUILDING & SAFETY DEPT. V E FOR CONSTRUCTION nhTr_BY ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East BadiOo Street • Covina • CA • 91723-2115 (626) 938-1595 a Facsimile (626) 938-0485 -e qM—e q @ effen s/.— 1951' "! J0. 3341 '" A 3-31-16 9T RVCTO �P�� OF CAO DATE SIGNED 4-1-14 S-1.1 #6255 w M F.G. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF o i 40'-O"o.o. OR 20'-0•o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED WET -SET FIRST 10. GROUT ALL CELLS WITH REINFORCEMENT. COURSE 11. INSPECTIONS. A. AFTER FOOTING IS READY FOR CONCRETE AND ALL N FOOTING REINFORCING IS TIED IN PLACE B. AFTER VERTICAL 2-04 CONT. REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS SEE DETAIL SHEET 5-5.1. CONT. CONC. FTG. 3• CLR TYP. MASONRY FENCE WALL SCHEDULE 'B' MIN. 'H' MAX. DESIGN WIND X' BARS B' MIN. EXP m h 18' LONG Cru ti' LONG CMU PER SCHEDULE C ® 100 ox. 'o.a -3 d : OD J ot_ C,15 C ® 110 4048'0.0. O.C.•2'-6• n � .nn n. a.na_ _ n. v.c•_ _ nM PO CITY OF LA QUIP A BUILDING & SAFETY DEPT. V E FOR CONSTRUCTION nhTr_BY ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East BadiOo Street • Covina • CA • 91723-2115 (626) 938-1595 a Facsimile (626) 938-0485 -e qM—e q @ effen s/.— 1951' "! J0. 3341 '" A 3-31-16 9T RVCTO �P�� OF CAO DATE SIGNED 4-1-14 S-1.1 #6255 w M C' High Wall 2' t0 4' Retaining ZIA Toe -out f=ooting - C ® 100/110/120mph (ult ) ... A-P& _co,,a . Risk Category I - ANGELUS BLOCK MASONRY FENCEWALLSYSTEM WWW Wide CMI 1. DESIGN CRITERIA PER 2013 CBC 2. IALLOWABLE SOL BEARING PRESSURE = 1500psf 3. ALLOWABLE SOL PASSIVE PRESSURE = 150pcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf NO SURCHARGE 6. 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. NOTES. 1. REINFORCING STEEL SMALL BE DEFORMED AND CONFORM TO ASTM A615 GRACE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS U.O.N. 2. 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. 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 ANGELUS BLOCK SLUMPSTONE MALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENOED 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 2000psL FIRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE 1S 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'–O'o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED 0. 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. MASONRY FENCE RETAINING WALL SCHEDULE 'H'EXP DESIGN WIND m h X BARS 18' LONG au 'B' MIN. 'C' MIN. _ 2'-0" C ® 100 2'o.0. Y-3 0 –2" C ®110 2'o.c. 2'-4' 0'-3" C ®120 2'o.c. 2'-4" 0'-4' 2'–S' C ®100 4032'o.c. 2'-3' 0'-5- C ®110 2"o.c 2'-4' 0'-6" C ®120 2'o.c. 2'-6' 0'-7- 3'-4" C 0100 2'o.c. 2'-6' 0'-9' C 0110 2'o.c. 2'-6" 0'-9" C 0120 4032'o.c. 2'-8' 0'-10" 4'-0" C 0100 2'o.c. 2'-10' V-2- C 0110 1 #4032'o.c. 2'-10" t'-2" C 0120 1 #402Voc-2'-11 OPTIONAL WALL CAP STD. LADDER TYPE /5 SM FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, AT FIRST COURSE. AND 24'o.c. AT FENCE 6- WIDE (NOM.) CMU w/ 14 VERT. REINF. 048 ox. (16' LONG CMU) ® CTR. OF WALL GROUT CELLS w/ REINF. 04 MORIZ. @24*o.c. ® RETAINING 4"0 SDR 35 PERF. PIPE w/ tc.f. 3/4' GRAVEL WRAPPED IN MIRAFI 14ON FILTER FABRIC– SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL 8- NOE (NOM.) CMU FULLY GROUTED 'X' BARS PER SCHEDULE, LAP 24' MIN. F.G. WET–SET FIRST COURSE - #4 CONT. #4 CONT. 0 12"o.c. — �– CONT. CONC. FIG.- CONC. KEY 12" I 12" Li= LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND' ACCELERATION Cs=0.33Wt. 2. FOUNDAT MAXIMUM LOADING ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 -engMeering erceHenm shoe 1957- 'H' + 12" DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION OIC�o OPTIONAL MORTAR CHAMFER BACKFILL– WELL GRADED, CLEAN SANDS OR GRAVEL OR COMBINATION USC= GW,GP OR SW,SP _2j -OUTSIDE FACE OF BLOCK TO t OF VERT x :+v W i..` a N 3" CLR. b TYP. 'B' MIN. PER SCHEDULE ES3l OF IIA Q U 11 �-g BUILDING & SAFETY DEPT. APPMOvED FOR CONSTRUCTION T�-_-__-BY . 3341 OU 3-31-16 EiP v 'CTO CA\ -\E ;NED 4-1-14 S-1.5 #6255 ?44M. CII4 NC. &�t' 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 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, I m — 15ODpsi. 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. NOT USED 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLASL 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 2000psi. FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. NOT USED 9. PROVIDE EXPANSION / CONTROL JOINI WHERE INTERSECTING BLOCK WALLS 01 10. NOT USED. 11. INSPECTIONS: A. AFTER FOOTING IS RI FOOTING REINFORCING IS TIED IN PLAC REINFORCEMENT IS IN PLACE AND CEL 12. OPTIONAL ADHERED VENEER (MAX WEI TO EACH FACE OF PILASTER. INSTALL) MECHANICALLY—ANCHORED VENEER IS MASONRY PILASTER SCHEDULE H MAX. .8,N W6 8'3'; ` 16 2-9 4 24" 3'-4' 5 7'-4" 16" 3'-0" 4 24' 3'-6" 5 8'-8" 16" S-3" 5 24" 4'77 6 LOADING 1. SEISMIC, 5% DAMPING ® 1 SECOND ACCELERATION Cs=0.33Wt. 2. SEISMIC LOADING EXCEEDS ALL NAND LOADING FOR EXPOSURE C. 120mph AND LESS. ON EACH SIDE OF PILASTER CUR. ADY FOR CONCRETE AND ALL _. B. AFTER VERTICAL S ARE READY FOR GROUT. PHT-10psf) MAY BE APPLIED TION BY OTHERS. 40T PERMITTED. 16816 OR 16616 CMU PILASTER, SOLID GROUT d lo w w 2—#4 w dol w Cr W inl PILASTER SI ANDERSON DESIGN GROUP Structural Engineering Building Design 228 East Badillo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 'englneeNng e-11—sIn— J957 - L— _- 6'-8w to 8'-8" High Pilaster Spread Footing - Seismic, 5% alsec 160 or 240 CMU Pilaster OPTIONAL WALL CAP CMU PILASTER, SOLID GROUT (16" SHOWN) 2—#4 VERT. BARS DWL.S. TO MATCH VERT. REINF. LAP 24" MIN. F.G. WET—SET FIRST COURSE 'N'—#4x'B'-6%' LONG EA. WAY CONC. FTG. 6" WIDE (NOM.) OR PER SCHEUULE 8" WIDE (NOM.) CMU PILASTER, SOLID GROUT ALL CELLS Fizo �6IL 'C�✓LS CENTER VOID OPEN OR SOLID—GROUT C2� 'W=24'SQ. OF L'A. QU I IV" BUILDING & SAFETY DEF APPROVED FOR CONSTRUCTION %N 0. 3341 ^I ( 3-31-16 ��9e,TfT�R,UCT ASF CAS -\E/ ATE IGNED 4-1-14 S-1.9 #6255 h r. NEW FILL DIRT AREA/ MASONRY BLOCK WALL for CRAWFORD RESIDENCE �� EISENHOWER DR. sot (61 C.A. 92253 I TITLE SHEET I TH TITLE SHEET - INFO / VICINITY MAP TI2 TITLE SHEET - GENERAL NOTES AI.I EXISTING / NEW 517E PLAN 50OPE OF WORK: NEW DIRT FILL / MA50NRY BLOCK WALL ZONE: RC (COVE RE51DENTIAU LAND USE : 51NSLE FAMILY RESIDENCE SITE 15 NOT SUB rJ T TO ANY OVERFLOW, INUNDATION, FLOOD HAZARDS, FAULTS, OR OTHER TYPE OF SEISMIC HAZARDS. UTILITY PURVEYORS: HATER COACHELLA VALLEY TELEPHONE TIME WARNER WATER DISTRICT SCHOOL DISTRICT — DESERT SANDS .ELECTRICITY IID UNIFIED SCHOOL •&A5 THE GAS COMPANY DISTRICT Underground Service Alert ire""RE �,oCal1: TOLL FREE UTILITIES NOTE TaEP NE MD CA PANTS Pml PMR 1 _ 800 IERIH M AND GTP NTS F s PRIOR ro O CONSiFV ° APVROMAX O Y IO MRS 227-2600 DmluTm FOR TRANSFORMER wunuts. EX COMPLY O ALL UnIITY CO1 ELV TWO WORKING DAYS BEFORE YOU DIG Pew "Fk 0R u ALL RELATE➢ cONdATS PULL BDIDS Atm RISGt4 COI/RACiQt SH" VEF ACRA 00" GENERAL SPECIFICATIONS: A�`°�"',�.Nm„�°aS"°°' CALLE TAMPICO AVENIDA MONTEZUMA GALLE HIDAL60 GALLE SINALOA GALLE DURAN60 UR 51TE Q 5Q u'7 GALLE 50NORA GALLE ENSENADA NORTH V I C A N I TY MAF N.T.S. Cn f+ cc U) C 0 v v ry ry Pu ui r v 41 a- '6 V Q o a L N V N L t.d I.- ALL WORK GALLED FOR IN THESE PLANS SHALL BE EXECUTED WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF THE JURISDICTION IN WHICH IT 15 BEING CONSTRUCTED. 2.- ALL WORK, WHETHER SPECIFICALLY GALLED FOR OR NOT, SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE AS ADOPTED BY THE LOCAL 6OVERNIN6 AGENCY. 3.- ALL EXTERIOR FLAT WORK SHALL HAVE A POSITIVE SLOPE AWAY FROM THE BUILDING (2% MIN) (CRC R401.3) 4.- THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THIS DOCUMENTS PRIOR TO PROCEEDING WITH ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE DESIGNER PRIOR TO COMMENCING ANY NOW. SHOULD ANY DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN CONSENT FROM THE DE-516WR, THE OHNER/CONTRACTOR ASSUME ALL RESPONSIBILITY FOR SUCH DEVIATION. S.- THE GENERAL CONTRACTOR SHALL SUBMIT COPIES OF SHOP DRAWIN65 OF ALL MANUFACTURED ITEMS ( i.e. CABINETS, TRU55M,ETG) TO THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEH (10 WORKING DAYS) OF SUBMITTED ITEMS 50 WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. b.- INFREQUENT SITE V151T5 BY THE DESIGNER OR ENGINEER, IN NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS. 7 _ ALL SU15-CONTRACTOR5 SHALL VI51T THE JOB 51TE WITHIN 24 HOURS PRIOR TO COMMENCING WORK. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING RELATED TRADES SUB- SURFACE PREPARATION AND SHALL REPORT ANY NON-CONFORMIN6 DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF HORK BY ANY 5UB-CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. 6.- THE ONNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE DESIGNER, HI5 EMPLOYEES, AND ENGINEERS AGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARI51N6 OUT OF THE ERRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. 9.- ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS SHALL BE AT THE SOLE RISK OF THE PER50N MAKING OR CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DES16NER OF RECORD FOR CONFORMITY WITH THESE PLANS. 10.- VERIFY CONNECTION POINTS FOR PONER TELEPHONE AND GAN SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. 11- COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL RELATED CONDUITS, PULL BOXES AND RISERS. 12- CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. GALL UNDERGROUND SERVICE ALERT (TOLL FREE 600-642-2444 14. ALL CONSTRUCTION SHALL CONFORM 2018 CALIPORNIA BUILDING, CODE, 2019 CALIFORNIA RESIDENTIAL GODS RESIVENTIAL CODS, 2013 CALIFORNIA MBC44ANCAL 00M 2019 CALIFORNIA ELECTRICAL CODE, 2019 CAUPOWA F'i.IJ WNG, COOP„ 2015 CALIFORNIA ENERGY CODE. 2018 GREEN BUILDING, GODS, AND THE LA QUINTA MUNICIPAL GODS. INFORMATIONALs THE PROVISIONS OP THE CALIFORNIA RESIDENTIAL GODS SHALL APPLY TO THE CONSTRUCTION, ALTERATIONS AND DEMOL MON OP ONE- AND TWO-PANLY DMELLINSS OR TOV#440USES NOT MORE THAN THREE STORIED. 15. VERIFY W/ OWNER SELECTIONS OF MATERIALS, TEXTURES, COLORS AND FINISHES TO BE USED ON THE JOB. PATCH AND REPAIR ALL EXISTING, NORK DAMAGED BY NEW WORK. 16. ALL OR EQUAL SUBSTITUTIONS MUST BE SUBMITTED TO AND APPROVED BY THE CITY BUILDING OFFICIAL PRIOR TO INSTALLATION AT THAT TIME. IT ALL FOAM PLASTIC INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 'f5 AND A 5MOKE-DEVELOPED INDEX OF NOT MORE THAN 450. (GBG 12092) 18. - 19. - 20. PROVIDE MIN. R-30 OR GREATER CEILING INSULATION (TYPICAL). 21. ALL GRADE LUMBER TO BE DF #2 OR BETTER 22. WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. 23. CONSTRUCT 2b-6AUGE MINIMUM GALVANIZED WEEP SCREED AT OR BELON THE FOUNDATION PLATE LINE. 24. PROVIDE A COMBINATION PRESURE RELIEF VALVE AT ALL WATER HEATERS SET TO OPEN AT NOT MORE THAN 150 psi. DRAIN PIPE SHALL EXTEND TO OUTSIDE OF BUILDING, AND TERMINATE NOT MORE THAN 2 FEET NOR LE -55 THAN b INCHES ABOVE THE GROUND AND POINT DONNNARD WITH THE END UNOBSTRUCTED. ANY OTHER TERMINATION LOCATION SHALL REQUIRE APPROVAL BY THE BUILDING OFFICIAL. (GPC 606.5, 606.4, 606.5) 25. IN SEISMIC DESIGN CATE60RIE5 D$E WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST EARTHQUAKE MOTION. STRAPPING, SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD (1/3) AND LONER ONE THIRD (11% OR ITS VERTICAL DIMENSIONS. AT THE LOWER POINT, A MINIMUM DISTANCE OF FOUR (4) INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING (CPG 5062) 13 - PRIOR TO TRENCHING, 6RADIN6, EXCAVATING, DRILLING, PIPEI5yIIjJ��6 '�- WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING PLANTING TREES DIGGING, FENCE POST HOLES ETC. THEY WILLS�UPPC°fTr:' STANDARDS CODE FOUND IN STATE OF CALIFORNIA TITLE INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. 24 CCR A5 AMENDED AND ADOPTED BY THE CITY OF LA QUINTA. 0174-R COMPLIANCE TEST SHALL BE PERFORMED AND CERTIFICATION TO BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO PROJECT FINAL. O ENERAL NOTES PER CITY OF LA QUINTA MUNICIPAL CODE: A) APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS SHALL BE ON THE CONSTRUCTION 51TE PRIOR TO REQUEST FOR FIRST INSPECTION). (HEALTH AND SAFETY CODE, SECTION 5416) B) CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER GLEAN -UP OF ALL BUILDING, MATERIALS. (ORDINANCE NO. 262 OF PALM DESERT MUNIGIPLE CODE) G) STORAGE OF BUILDING, MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE PERMIT 15 ISSUED. ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRITTEN PERMITION OF THE OWNER 15 ON FILE WITH THIS OFFICE. THE PUBLIC, RIGHT-OF-WAY SHALL BE . MAINTAINED IN A CLEAR CONDITION AT ALL TIMES. (PALM DESERT MUNICIPAL CODE, CHAPTER 8.02) D) ADDRESS NUMERALS SHALL COMPLY WITH LA QUINTA ORDIANGE NO. 11*75. YOU MAY REQUEST A COPY OF THE ORDINANCE AT THE BUILDING, DEPARTMENT. PER CITY OF LA QUINTA MUNICIPAL CODE: E) CONSTRUCTION HOURS: OCTOBER I THRU APRIL 30 MAY I THRU SEPTEMBER 50 MONDAY -FRIDAY: '7:00 am. - 5:50 pm. MONDAY -FRIDAY: 1:00 am. - 5:30 Pm• SATURDAY: 6:00 am. - 5:00 pm. SATURDAY: 6:00 a.m. - 5:00 pm. SUNDAY: NOT ALLOWED SUNDAY: NOT ALLOWED C70VERMENT CODE 60VERMENT CODE HOLIDAYS: NOT ALLOWED HOLIDAYS: NOT ALLOWED * VIOLATION OF THE ABOVE WORK HOURS IS A CITABLE OFFENSE UNDER LA QUINTA MUNICIPAL CODE SECTION 9.24.0'10. to � CV cc � 3 Nt in- � Q C V _ l[l m Lu co S ry J K i PL '3 } Z� � Z o 0 ZV�� Qo W � i � v N N d z a W t�f1 lu KUMM 1 4.02 acm en WE ,LAN G. PEREZ 24/15 _n .LAN 6. PEREZ F p Awuc "r o.on .waver, ITI.2 (E) RESIDENCE (E) Ii 521a0 E15ENHONER i I POOL (E) MASONRY (E) MASONRY BLOCK HALL BLOCK WALL TO REMAIN TO REMAIN 0 PROPERTY LINE 100'a®�� ' (E) CURB / — — � — — GUTTER TO\\14411 V) c REMAIN _ Q N cu N (N) 5._0.. Z ® o MA50NRY ( I z BLOCK WALL W COLUMNS v ANDIRON _ ( PAC) 100.5 I ,_►__e —! O � w „� o ry mLLJ ROLLER GATES TO BE INSTALLED ® _' o IMPORT 50 GU. YD. (F I LL) _ a..f> = _ o m p -� o ® Q s _ PER CITY ®� I I — w � v `- � Q _ c 5TANDARD ® _ & E I SENHOWER + Z v ;W cc CODES APN: 113_ 231v 010 I I� LUQ. �. L_ C4I m 1z (N) CURB GU ® I o V UT FOR H D IVEw® (NE G OUT 12 -O" I d a 5AM PER NEW 13'-0" Q iv Ja BL G LL o 0. NIN6 OGATION �� PROPERTY LINE NE 100 �O ,_ „ o Q 20,_0„ Ioo 5ETBAGK5ETBAGK 15 4.02 .LAN S. PEREZ O /24/15 .LAN 6. PEREZ mu/r�uc . NORTH