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BWFE2015-031378-495 CALLE TAMPICO D N.(IIdCl/ LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT 47 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/3/2015 Application Number: BWFE201S-0313 Owner: Property Address: 54525 AVENIDA VALLEJO CLARENCE BARNES APN: 774281026 24007 E1ST AVE Application Description: BARNES / 6' GARDEN WALL WITH 2' RETAINING / 5' GARDEN WALL LIBERTY LAKE, WA 0 Property Zoning: Application Valuation: $13,000.00 Applicant: HEY DUDE CONSTRUCTION INC P 0 BOX 1018 THOUSAND PALMS, CA 92276 NOV 4 3 N15 CITY OF LA OUNTt 30MMUNITY DEVELOPMENT D� '44T 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: B License No.: 845115 Date: Contractor: Ktx, �)VJ-2 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 Name: Lender's Address: Contractor: HEY DUDE CONSTRUCTION INC P 0 BOX 1018 . THOUSAND PALMS, CA 92276 (760)343-5272 Llc. No.: 845115 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. J 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 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 enterpon th� above-mentioned property for inspection purposes. Date: Signature (Applicant or Agent): 9 r 3DESCRIPTIONAMOUNT '• ?� PAID -ACCOUNTQ a . 3sz �€ mxavaa �A. BSAS SB1473 FEE 101-0000-20306 Q $1.00 $0.00 N i6C# CLYDlMO�IP Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 a r`= DESCRIPTIOeN� G. y� �� ACCOUNT s :QTY �� o- �E [ PAID PAID DATE X.,G fi: �. . ar.r :x...,s2 :Z, 3 ". - y xAM•OUNT, ?:.. - eL' ,J 4s£ tic NOT)#,�,��! COMBINATION GARDEN/RETAINING WALL- FIRST 100LF 101-0000=42404. 0$95.72 $0.00 kV h •'( ,F� .c�3.`iYXi- � .v l��i t� 1 � F y x Y PAID BY�will-SE �+ �� METHOD� �,'�s�a RECEIPT# R`� %%'. CHECK#�C�TDBY . a'.: s axe H Q, H,a k Ati 14, �r5 DESCRIPTION Y'" - >�.'i's:��r' :�_ - ' " -WA ACCOUNT .. �'�,`.i QTY ' ,Yyi�'„<,5= •kE ¢ . <F AMOUNT ry.�wA`4` PAID PAIq; DATE •d v ;ria sxz� COMBINATION GARDEN/RETAINING WALL- 101-0000-42600 0 $60.91 $0.00 FIRST 100LF PC Yr BYa $ METHOD RECEIPT # �Gb`� CHECK #�# CITDBY .., rf?AIO ..A' Total Paid for COMBINATION GARDEN/RETAINING WALL: $156.63 $0.00 . .. .,, 4 t ., .- l•..n, �s.'F'Ty..x ` R', ., 'y�al`;lp' 3,�3'b7`5..c +�: yy-$,l`" { �`'!'t p rY.: PAID PAID DATE ', :. ..DESCRIPTION WALL/FENCE - EA ADDITIONAL 50 LF 101-0000-42404 0 $29.00 $0.00 x M.'y�PA1DsBY��t ` F x han,: EC�EIPT # CI'I � CLTD Y ,METHOD R- max, ;; . rDESCRIPTION' a qC O�UNT„ QTII AMONT°, PATE rryk .�. WALL/FENCE - FIRST 100 LF 10170000-42404 0 $47.86 $0.00 . h METHODt p RECE P # HECK LTD B sL�yt T MU � AI wDESCRIPTION�OrUNT 'v ,TQ"�. ?+ ..A.D�".DA�MT-,E WALL/FENCE - FIRST 100 LF PC 101;0000-42600 0. $60.91 _ $0.00, '�e`•' '". su. ,-4'i 'o; zr, '� 0:�i'? fy PAIDBY.� .Pi &mss OD ; .. RECEIPT# ��.� ` CHECK# i':•�.,. r. I R Total Paid for FENCE OR FREESTANDING WALL: $137.77 • 00 Description: BARNES / 6' GARDEN WALL WITH 2' RETAINING / 5' GARDEN WALL Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: ISSUED Applied: 11/2/2015 SGU APPROVED Approved: 11/3/2015 SKH Parcel No: 774281026 Site Address: 54525 AVENIDA VALLEJO LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 306 Lot: 2 Issued: 11/3/2015 SKH UNIT 28 NOTES Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $13,000.00 Occupancy Type: Construction Type: Expired: 5/1/2016 SKH No. Buildings: 0 No. Stories: 0 No. Unites: 0 APPLICANT NOTED HE IS BRINGING IN SUBLIST FOR CONTRACTOR Details: 10OLF OF 6' GARDEN W/2' RETAINING AND 180LF OF 5' GARDEN WALL [ANGELUS/RETAING CITY/BLOCK WAL SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. _.....y Applied to Approved [ Approved to Issued Printed: Tuesday, November 03, 2015 1:23:52 PM 1 of 2 b?"FSYSiEMS CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE STEPHANIE GUMPERT 11/2/2015 11/2/2015 APPLICANT NOTED HE IS BRINGING IN SUBLIST FOR CONTRACTOR CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT HEY DUDE CONSTRUCTION INC P 0 BOX 1018 THOUSAND PALMS CA 92276 CONTRACTOR HEY DUDE CONSTRUCTION INC P 0 BOX 1018 THOUSAND PALMS CA 92276 OWNER CLARENCE BARNES 24007 E 1ST AVE LIBERTY LAKE WA 0 Printed: Tuesday, November 03, 2015 1:23:52 PM 1 of 2 b?"FSYSiEMS I! _ Permit Details PERMIT NUMBER City of Ma Quinta BWFE�2015-0313 < F BOND INFORMATION j :ATTACHMENTS Printed: Tuesday, November 03, 2015 1:23:52 PM 2 of 2 (IR� SYSTEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 11/3/15 R10499 3256 CHECK HEY DUDE SKH CONSTRUCTION INC Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: COMBINATION GARDEN/RETAINING 101-0000-42404 0 $95.72 $95.72 11/3/15 R10499 3256 CHECK HEY DUDE SKH CONSTRUCTION INC WALL - FIRST 10OLF COMBINATION GARDEN/RETAINING 101-0000-42600 0 $60.91 $60.91 11/3/15 R10499 3256 CHECK HEY DUDE SKH CONSTRUCTION INC WALL - FIRST 10OLF PC Total Paid for COMBINATION GARDEN/RETAINING WALL: $156.63 $156.63 WALL/FENCE - EA HEY DUDE 101-0000-42404 0 $29.00 $29.00 11/3/15 R10499 3256 CHECK SKH ADDITIONAL 50 LF CONSTRUCTION INC WALL/FENCE -FIRST 101-0000-42404 0 $47.86 $47.86 11/3/15 R10499 3256 CHECK HEY DUDE SKH 100 LF CONSTRUCTION INC WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $60.91 11/3/15 R10499 3256 CHECK HEY DUDE SKH 100 LF PC CONSTRUCTION INC Total Paid for FENCE OR FREESTANDING WALL: $137.77 $137.77 • SEE < F BOND INFORMATION j :ATTACHMENTS Printed: Tuesday, November 03, 2015 1:23:52 PM 2 of 2 (IR� SYSTEMS Bin City of La Quinta Building 8L Safety Division 78-495 Calle Tampico p3` 3 La Quinta, CA 92253 (760) 777-7012 Building Permit Application and Tracking Sheet Permit #E IJJi Project.Address. CG\l.Q- ewe ` Owner's Name: o d c'Bod-Ron-, 1 A. P. Number: �y�ZcJ A`�N` �` �`\`e Address: Legal Description: City, ST, Zip: � Contrasto r• . J C C^� Telephone: hone: Addtess:R. Proj ect Description: Q L� OCo' 13 City, ST, Zip:C ? ZZ 1z / To 1 ne e e ho P 1 3 -5z -1z W � L , State Lic. #: ej ' City Lic. #.: G Lo OL Arch., Engr., Designer: Address: City, ST, Zip: ne Telephone:ho ... ..........................: .......... aneY Occupancy: Con tructton Type: • c. # a . State to Lt Proect type (circle one) New Addn Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: �j (�Q� APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets t Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical . Grading plan 2"" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. 14.0.A. Approval Plans resubmitted Grading IN I40USE:- 7rd Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees r CITY_ OF LA QUINTA :SIB-CONTRACTOR LIST. JOB ADDRESS 5 4A9'15 AU•e^-ka s, UgVktC. PERMIT. NUMBERWT—E 2pl5-03L3 OWNER I d�c-ryeQ BUILDER This form shall be posted on the job with the Bui ding Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their.employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance. of building permit. For each applicable- trade, all information requested below must be completed by applicant. "On File" is not an acceptable response. :�::<:i;::«i::;::�:�:::::>;:�:»>::::::;:>::>:;;;;;.:::::<:::>:::;:::><:.:i:: ................ >:�:.:::::::>:.<.;:i:;:,.<>:::; �:;;><:>z::::»><;;�:>:�»•::;�>:<::::>:�>:.:::;:::::.;::.;::;:.>:.;:;:;:::::;: ... ....... ra tor................-..................................... ::<.;:::::;:;;:::i::::;;::;:t'::>::>�:i>::>:<:;:>:::;�<:;::>:::::;::;::>:::::::;::::�:;::::::;::;;::;:':.:r::.>::i::::i>:<:;:<;:::::r ::r;`:<`:>:>::::;:: :...............:.:........,::.:::.::.: ;.:.::.::. .......................State..Gontractor.s..License.............:.:::.:.:::. �>;�:>'::::::<;;:;:i;:::::•:';;:::':;:.::i::::;�:>::>�e:»»::>:::::�;:>:is�i::>:::i:;:>::::»:>;::i::y:>i::i: �:.:::5:::::::<:::::::::s::>;::':::::>:::i:::::>:::;:>�:;•:i::::::::: r::;:;:::::::>:i::.;::�. ..::::,:::.:::::::::.:.::,.. ;::.::...: .....� ........................... .: i ::Insurance.>:>:,::.:<::>:.>:�:::::s>:;:::.;:;:::.�:<:::::>::::>::><::»:::< >....... W.orkers.Co.m .ensaton.......:............:.�...:........ - ....... �.:;<.: ;;:;• t us n ...........Y..............-..-.........._.:..._.:::.:::::: ce anY NameClassification License Number Exp. Date Carrier Name Policy Number . Dat e Exp. P License Number Exp. Date e.9 . A B C-8 xxxxxx xxxx xx �e.9- State Fund, CalCom � Format Varies) ) ( xxlxx !xx) (xxxx) (xx/xx /x x ) EARTHINQ;RK i `ETE' C-8'> .. . t:.:::...::...;:,.:;.;.:.:.:.::::: RAM.....:..: ........... .29 .MAS;ONR::::.::tC;:.:.)..::.;:..::;: �-�"S Ccc)rvc.st'� C Z� BOOyCOZ I 3tjl �, L A 5 T � IQ�ZF¢/tS 15115 eL ....... AT(G >ELECTRICAL' C ... (:....:::.:1.:::::.......:. ........ ::.,:::.: ;.;... l t :.SHEET: ETAL''(G``43;)'`<; :FL`O'ORING:` G LL1ZI N S:UL'ATI OI�I<`C=2 ?'';_>>:> `'cF PAIN:TING{C=33) :CEF'A.IVI.I:C TILE (.G.-54....... ..... N IN .LA N DS CA PI NG':.(G-27 0 6' High Wall 2' to. 4' Retaining Toe -out Footing - C o 100mph (ult) awcKca•11114C. Risk Category I Stns 1944 ' ANGELUS BLOCK MASONRY FENCE WALL SYSTEM _ 6780'Wide CMV DESIGN CRITERIA: 1. DESIGN CRITERIA PER 2013 CBC 2. ALLOWABLE SOIL 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 rn = 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 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. U.O.N. 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLO -DRAWN STEEL WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES, 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl 0 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM 690. 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 ASPM 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 1 Opsl. .10f>O 05 i 7...dST COURSE MAY BE WET -SET 1.1/2 INCHES MAX. WHILE CONCRETE IS 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 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 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. 13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE OPTIONAL WALL CAP 6:dST6. IAODEft TYPE:::.:.. (#5 STD.'FOR�SLUMPS "-JOINT REINF<.AT TOP AT'FIRST COURSE, AND " AT FENCE ,. 6" WIDE (NOM.) CMU. . W/ #4 VERT. REINF. 024 ox. (16" LONG CMU, 0 CTR, OF WALL GROUT CELLS w/ REINF: #4 HORIZ. 024"o.c. 0 RETAINING' 4".0 SDR.35 PERF. PIPE w/ 1c.f. 3/4" GRAVEL WRAPPED IN MIRAFI 140N FILTER FABRIC- -SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL 8" WIDE (NOM.) -CMU:' FULLY GROUTED""' 'X' BARS PER SCHEDULE, LAP 24" MIN. F.G. WET -SET FIRST ?'!. COURSE #4CONT: #4 CONT. O LFTG. . - CONT. CONC CONC. KEY 12" 12" '8MIN. PER SCHEOULI Structural Engineering • Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 'enpineer7n9 excelAgce since 195" r 7011) OPTIONAL CHAMFER BACKFILL - WELL GRADED, CLEAN LOADING 'SANDS OR GRAVEL OR A 4016"6.c. 3'-8'- 1'-0" '8' 4032"ox. 2-6"' ' V-9" 1. SEISMIC, 5% DAMPING 0 1 SECOND It OF VERT Li • = U ACCELERATION Cs-0.33Wt. 'A' 4016"o.c. 3'.=9" 1'=4" 2. FOUNDATION SIZES BASED ON .. 4032"9•c• 2':-10" )'-2'. MAXIMUM WIND OR SEISMIC " ... LOADING. ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 East Badlllo Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938-0485 'enpineer7n9 excelAgce since 195" r 7011) OPTIONAL CHAMFER BACKFILL - WELL GRADED, CLEAN 'SANDS OR GRAVEL OR COMBINATION USCGW,GP OR SW,SP 2f' OUTSIDE FACE OF BLOCK TO It OF VERT Li • = U Vn N - 3" CLR, 9 TYP. DATE SIGNED 6-25-14 5-1.5LQ #6255 8' High Max. Site Wall C o 100mph BLOCK CO, INC. Risk Category I Since 194E ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' Wide CMU ENO; OF WALL X O "' S x HF. S .xRH�""""'""..^�� pp�••� Q: I}; r i} k.. PT. is l TUN a NA x A N in RETURN TYP- 5xHF SxHF CA SxHF. TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES iy J z 5 x HF MIN. o z z z z = W L ,.A &' QB. TOTAL WALL LENGTH TYPICAL REINFORCED WALL STEM TYPES ELEVA i' WALL TYPES H 1 & 1. R .1 Ai DEDERSON DESIGN GROUP. Structural Engineering Building DesignLw ' 228 East Banillo Street • Covina • CA • 91723-2115 (626)938-1595 Facsimile (626) 938-0485 ' "enD/neCllny excellence since l95 ]' 5 x HF MIN, IN4aSIGNED: 5-21-14 S-2.OLQ #6255 6' to 8' .High Site Wall Spread Footing - C ® 100mph (ult) O*v�c Risk Category I ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMU ' 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. CANTILEVER ACTIVE = 30pef 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 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. 4 6" WIDE (NOM.) CMU - GROUT CELLS— w/ REINF. 'X' BARS PER SCHEDULE 4 CTR, OF WALL DATE 'Y' BARS PER SCHEDULE LAP PER 'L' F.G. WET—SET FIRST COURSE 2—b4 CONT, --�--- CONT. CONC. FTC. ALT.. BENDS OPTIONAL WALL,CAP yy6 STD. LADDER TYPE (NS STD. FOR SLUMPSTONE) J01NT REINF: AT TOP COURSE; `""'� AT FIRST COURSE, AND 24"o.c. 3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500pS1 0 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 (TON GUE— AND— GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS MANUFACTURED BY E -T MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E-7 MIX INC., CONFORMING T0. 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 '00P31. 2.00 a psi r 7. .,RST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE IS 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'-0"o.c. OR 20'-0"o,c. IF WALL IS TO BE STUCCO COATED OR MORTAR WASHED S0. 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. 13. 00 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE F3UlLj�Dii'� u y_J X BARS REINF:WAIJ_. STEM) Y BARS H' MAX. 16" LONG CMUI18* LONG CMU TYPE PER S=10116' LONG CIU 18' LONG CMU L' STEM B' MIN. 1, I h I �YW'LY V.V. I jM'„11'6, V.G. I. :L -V 6'-0 jJ4046"o.c. I�4®54"o.c. ., ,e _ _ 1—,,.IE _ _ ,•_a'• I6'-8' I /)4048"o.c. I #4045'o.c. Dwaua" llAALSw —tr 1 7'-4' 1 X14®48"o.c. I #4045'o.c. ,�,n _ _ _ _ o•_.,• e•_;" H Y{YO V.G. Wz O.C. J —Y J'—V 8'-0•, I�4m40°o. C. I�4em36"o.C. •o, Dwantn^.... Dwwn-ec",.., o'_n+ T_'" '� ANDERSON DESIGN GROUP Structural Engineering • Building Design 228 East Sadilio Street • Covina • CA • 91723-2115 (626) 938-1595 • Facsimile (626) 938.0485 enDlneennp exCa11en since s957' FOi� -A QUINTA Ai=ETY DEPT. OVE � ITRUCTION W � U I3Y 0- `N 3" CLR. TYP. 5-1.OLQ #6255 8' High Max. Site Wall � *1�6NC C a 100mph SLockca'INC., Risk Category I since.1m ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' Wide CMU 10'OF WALL A 1 5 x HF X_. � r�. t _ NT B=AN 1 A ULPT. r I ION 0 X zz RETURN TYP. 5 x HF SxHIF 5 x HIF TYPICAL REINFORCED WALL STEM TYPES PLAN WALL TYPES ; &I A TOTAL WALL LENGTH 5 x H, MIN. 5 x HF MIN, VFI.T.G. TYPICAL REINFORCED WALL STEM TYPES ELEVATION.. WALL TYPES G> (K) ANDERSON DESIGN.- GROUP. Structural Engineering . Building Design" 220 East Badillo Street • Covina * CA * 91723-2115 (626) 938-1595 • Facslml:e (626) 938-0485 A:W&4SfC NED 5-21-14 S-2.OLQ 46255 1-1 ] ( -i F- 318" EXP. JOINT WITH STAINLESS STL. JOINT COVER, LWj*ff.\ I'LN LL4 110 r&6MTAV/!11 M M I r - r m D r— r M C 14 12'-0" EXISTING PROPERTY EXIST. CURB AND GUTTER TO REMAIN r rwr vow CONC. WALKWAY PROPOSED APPROACH PER CITY STANDARDS. A.C. ON CONC. PAD 0 z w z EXISTING PROPERTY EXISTING 64" HT. CMU WALL CABLE TV SERVICE BOX TELEPHONE SERVICE BOX 3050 METAL GATE ELECT. METER \— PROPOSED CONC. WALKWAY -- PROPOSED SCREENED I PROPOANE TANK ON CONC. SLAB Qo n� L `, V GENERAL NOTES: 2013 CALLE TEMECULA 2013 CALIFORNIA MECHANICAL CODE 'I: ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED 7.- ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 CALIFORNIA ELECTRICAL CODE WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY HOURS PRIOR TO COMMENCING WORK, THE Scale 3/16"=1'-0" IN FULL ACCORDANCE WITH THE ADOPTED CODES AND SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ADMINISTRATIVE CODE ORDINANCES OF THE JURISDICTION IN WHICH IT IS BEING RELATED TRADES SUB- SURFACE PREPARATION AND SHALL CALLE TEMECULA AND VALLEJO CONSTRUCTED. REPORT ANY NON -CONFORMING DISCREPANCY TO THE OCCUPANCY: SINGLE FAMILY GENERAL CONTRACTOR. EXECUTION OF WORK BY ANY 2: ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE AREA TABULATIONS: SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE PREVIOUS TRADE'S WORK. .23 ACRES UNIFORM BUILDING CODE AS ADOPTED BY THE LOCAL PROPOSED GARAGE AREA: 600 SQ. FT. AGENCY. GOVERNING AGENCY. 8.- THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND 3. RK SHALL HAVE A POSITIVE SLOPE ALL EXTERIOR HA DEFEND THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS AWAY FROM THE BUILDING MIN.) AGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT OF THE ERRORS OR OMISSIONS, 4: THE GENERAL CONTRACTOR SHALL THOROUGHLY OR NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS TO THE FAMILIARIZE HIMSELF WITH THIS DOCUMENTS PRIOR TO PLANS AND SPECIFICATIONS. PROCEEDING WITH ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE DESIGNER PRIOR TO 9.- ANY CHANGE, MODIFICATION OR ALTERATION OF THESE COMMENCING ANY WORK. SHOULD ANY DEVIATION BE MADE PLANS SHALL BE AT THE SOLE RISK OF THE PERSON MAKING FROM THESE PLANS WITHOUT THE WRITTEN CONSENT FROM OR CAUSING THE SAME AND SHOULD BE REVIEWED BY THE THE DESIGNER, THE OWNERICONTRACTOR ASSUME ALL DESIGNER OF RECORD FOR CONFORMITY WITH THESE RESPONSIBILITY FOR SUCH DEVIATION. PLANS. 5.- THE GENERAL CONTRACTOR SHALL SUBMIT COPIES 10.- VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND OF SHOP DRAWINGS OF ALL MANUFACTURED ITEMS (i.e. CAN SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE CABINETS, TRUSSES,ETC.) TO THE DESIGNER FOR REVIEW ONLY LOCATIONS INDICATED FOR TRANSFORMER AND APPROVAL PRIOR TO FABRICATION. THE GENERAL LOCATIONS, ETC. CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10 WORKING DAYS) OF SUBMITTED ITEMS 11: COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. SO WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACT PROVIDE ALL RELATED CONDUITS, PULL BOXES AND RISERS. THE CONSTRUCTION SCHEDULE. 12.- CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION 6: INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN UNDERGROUND SERVICE ALERT (TOLL FREE 811) REGARDS TO CODE COMPLIANCE, SAFETY OR 13.- PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE THOROUGHNESS. PUSHING, PLANTING TREES DIGGING FENCE POST HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. 14.- BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH POSITION AS TO BE PLAINLY VISIBLE END LEGIBLE FROM THE STREET, 1-1 ] ( -i F- 318" EXP. JOINT WITH STAINLESS STL. JOINT COVER, LWj*ff.\ I'LN LL4 110 r&6MTAV/!11 M M I r - r m D r— r M C 14 12'-0" EXISTING PROPERTY EXIST. CURB AND GUTTER TO REMAIN r rwr vow CONC. WALKWAY PROPOSED APPROACH PER CITY STANDARDS. A.C. ON CONC. PAD 0 z w z EXISTING PROPERTY EXISTING 64" HT. CMU WALL CABLE TV SERVICE BOX TELEPHONE SERVICE BOX 3050 METAL GATE ELECT. METER \— PROPOSED CONC. WALKWAY -- PROPOSED SCREENED I PROPOANE TANK ON CONC. SLAB Qo n� L `, V UTILITIES NOTE . VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CAN SYSTEMS PRIOR TO • CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. • COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS, PROVIDE ALL RELATED CONDUITS, PULL • BOXES AND RISERS. • CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL UNDERGROUND SERVICE ALERT (TOLL FREE 800-642-2444) • PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TREES, DIGGING FENCE POST HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. SITE PLAN NOTES: WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPED AREAS INDICATED SHALL BE PROVIDED WI FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM WI AN APPROVED BACK FLOW DEVICE. TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR FOR ALL TRADES UNTIL THE COMPLETION OF THE WORK. ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN 18" SHALL BE LOCATED WITHIN A DISTANCE OF 4'-0" OF A BUILDING FOOTING. UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL BE A MINIMUM OF 4'-0" DEEP AND THE DISTURBED SOIL SHALL BE COMPACTED WITHIN A 4'-0" DISTANCE OF ANY FOOTING OR UNDER A CONCRETE SLAB. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN. NOTES: BLOCK WALL, OUTDOOR KITCHEN, FIRE PIT AND POOL AND SPA REQUIERE SEPARATE PERMIT SEE GRADING PLAN FOR FINISH FLOOR, ELEVATIONS, GARDEN WALLS, DRAINAGE PATTERN ETC. CONSTRUCTION SEPTIC TANK BY OTHERS REFERENCE CODES ALL CONSTRUCTION SHALL COMPLY WITH: 2013 CALIFORNIA BUILDING CODE 2013 CALLE TEMECULA 2013 CALIFORNIA MECHANICAL CODE Site Plan CALIFORNIA PLUMBING CODE ;r CALIFORNIA ELECTRICAL CODE 2013 , Scale 3/16"=1'-0" CALIFORNIA BUILDING STANDARDS NAME: SANTA CARMELITA AT VALE LA QUINTA ADMINISTRATIVE CODE 2013 UTILITIES NOTE . VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CAN SYSTEMS PRIOR TO • CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. • COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS, PROVIDE ALL RELATED CONDUITS, PULL • BOXES AND RISERS. • CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL UNDERGROUND SERVICE ALERT (TOLL FREE 800-642-2444) • PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TREES, DIGGING FENCE POST HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. SITE PLAN NOTES: WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPED AREAS INDICATED SHALL BE PROVIDED WI FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM WI AN APPROVED BACK FLOW DEVICE. TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR FOR ALL TRADES UNTIL THE COMPLETION OF THE WORK. ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN 18" SHALL BE LOCATED WITHIN A DISTANCE OF 4'-0" OF A BUILDING FOOTING. UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL BE A MINIMUM OF 4'-0" DEEP AND THE DISTURBED SOIL SHALL BE COMPACTED WITHIN A 4'-0" DISTANCE OF ANY FOOTING OR UNDER A CONCRETE SLAB. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN. NOTES: BLOCK WALL, OUTDOOR KITCHEN, FIRE PIT AND POOL AND SPA REQUIERE SEPARATE PERMIT SEE GRADING PLAN FOR FINISH FLOOR, ELEVATIONS, GARDEN WALLS, DRAINAGE PATTERN ETC. CONSTRUCTION SEPTIC TANK BY OTHERS REFERENCE CODES ALL CONSTRUCTION SHALL COMPLY WITH: 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA RESIDENTIAL CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA BUILDING STANDARDS NAME: SANTA CARMELITA AT VALE LA QUINTA ADMINISTRATIVE CODE 2013 CALIFORNIA FIRE CODE GENERAL SPECIFICATIONS: If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings, specifications or other contract documents, the GENERAL CONTRACTOR shall notify the designer in writing of such error or omission. In the event that the GENERAL CONTRACTOR fails to give such notice before construction andlor fabrication of the work, THE GENERAL CON- TRACTOR WILL BE HELD RESPONSIBLE to the result of any errors, dis- crepances or omissions and the cost of rectifying the same. Know what's below. Call before you dig. CASHClax Carlos Sanchez Design • DRAFTING • DESIGN • LAND PLANNING • CARLOS SANCHEZ DESIGNER 45-175 PANORAMA DR SUITE E PALM DESERT, CA (760)272 -9117 -Phone CASHCLA@GiN1AIL.COM OT 4 ' __PY— GENERAL INFORMATION These drawings are an instrument of service and remain the property of CASHCLA DESIGN & ASSOCIATES. They are not to be reproduced or altered to any third party without the express written permission of Carlos Sanchez OWNER: MR. AND MRS. BUD AND REVISIONS BONIBARNES LEGAL DESCRIPTION : APN:774-281-026-9 RECORDED BOOK/PAGE: MB 19159 SUBDIVISION NAME: SANTA CARMELITA AT VALE LA QUINTA UNIT 28PLOTIPARCEL: 2 PROJECT ADDRESS : CALLE TEMECULA AND VALLEJO LA QUINTA, CA 92254 OCCUPANCY: SINGLE FAMILY ZONING: R3 & U CONSTRUCTION TYPE: VB AREA TABULATIONS: TOTAL SITE: .23 ACRES PROPOSED RESIDENCE AREA: 2,369 SQ. FT. PROPOSED GARAGE AREA: 600 SQ. FT. CASHClax Carlos Sanchez Design • DRAFTING • DESIGN • LAND PLANNING • CARLOS SANCHEZ DESIGNER 45-175 PANORAMA DR SUITE E PALM DESERT, CA (760)272 -9117 -Phone CASHCLA@GiN1AIL.COM OT 4 ' __PY— ARCHITECT'S STAMP These drawings are an instrument of service and remain the property of CASHCLA DESIGN & ASSOCIATES. They are not to be reproduced or altered to any third party without the express written permission of Carlos Sanchez NO. REVISIONS DATE DATE ISSUED FOR: A PROPOSED RESIDENCE FOR: MRm & MRSm BARNES LA QUINTA, CA SHEET TITLE SITE PLAN DRAWN CS/JG CHECKED K/F DATE FEBRUARY 11 2015 SCALE AS NOTED SHEET NUMP ER A I JOB NO. 2015-13