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RPL (13-0862)61345 Living Stone Dr 13-0862 Date: 8/09/13 Application Number: 13-00000862 Owner: , Property Address: 61345 LIVING STONE DR COLTMAN DAVID & JUDITH L APN: 764-770-002- - - 107 PERENE AVENUE Application description: POOL - RESIDENTIAL BYRON, IL 61010 Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 32200 Contractor: Applicant: Architect or ngineer. DESERT OUTDOORS INC Alli A -* LA Q MAIN CA STE #205 LA QUINTA, CA 92253 Cly'y©�`�QU1�TA (760) 399-9600 FINAMCEDEP% Lic- No.: 964474 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 fessionals Code, and py License is in full force and effect. License Class: C27-053 License No.' 64474 r OWNER -8l1 ER DECLARATION 1 hereby affirm under penalty of perjury t at I am exe from the Contractor's State License Law for the following reason (Sec. 7031.5, Business ssions Code: Any city or county that requires a.permitto 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 70001 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. , 8.&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: LQPERMIT • 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. 1 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 NORGUARD INS Policy Number DEWC338066 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 subject to the workers' compensation provisions of Section 3700 of t _ abor Code, I shall fort • IZcomply with those provisions. WARNING: FAILURE TO SEC RE WORKERS' COMPE ION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER T9FCRIMINAL PE�AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN E 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 Director of Building and Safety 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 county to enter 963ri tthe above-mentioned property for inspection purposes. LQPEPMIT Application Number . . . . . 13-00000862 Permit POOL 2013 Additional desc . Permit Fee 178.75 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 1/07/14 Qty Unit Charge Per Extension 1.00 178.7500 EA MISC POOL/SPA ---------------------------------------------------------------------------- 178.75 Permit PLUMBING 2013 Additional desc . Permit Fee . . . . 11.92 Plan Check Fee .00 Issue Date . . . . Valuation _ 0 -Expiration Date 1/07/,14 - Qty Unit Charge Per Extension 1.:00 1 11.9200,LS • PLBG GAS SYS, 1-4 OUTLETS '11.92 Permit . . . WALL/FENCE PERMIT 2013 Additional desc . Permit Fee . . . . 47:19 Plan Check Fee .00 Issue Date . . . . Valuation 32200 Expiration Date 1/07/14 Qty Unit Charge Per Extension 1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19 ---------------------------------------------------------- ------------------ Special Notes and Comments INSTALL NEW POOL, SPA & 12 L.F. OF 4 FT. HIGH BLOCK WALL FOR POOL*EQUIPMENT AND 110 L.F. OF 1 1/2 INCH GAS LINE, PER APPROVED PLANS. 2010 CALIFORNIA BUILDING CODES. ----------------------------------------------------------- ------ Fees . . . . . . BLDG STDS ADMIN (SB1473) - -Other 1.00 PERMIT ISSUANCE M/P/E 90.57 PLAN CHECK, POOL 97.24 PLAN CHECK, WALLS 60.06 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 237.86 .00 .00 237.86 Plan Check Total .00 .00 .00 .00 _ Other Fee Total 248.87 .00 .00 248.87 Grand Total 486.73 .00 .00 486.73 Ato Bina • : - - :.. • - •• . - � • City.�ofLa Qui � .��� '- • :. ' Buitdlrtg Bcety Dndsit> 12p P.O Box iSO4,78-405 Calle Ta �. La.Qufnta, CA 92253 -J 760) 777-70%4fA& Building Permit •AppIIcati - and Tracking Perin. # Project Address: L 1 rl N (4S!rbtJe W. . owne's Name:. �jlA�� 1.Tm f� • - - A. P. Number Address Go 1ti5 L v ► fJ45-rdnl� -D' Legal Description: Contractor: Desert Outdoors City, ST, Zip: (� p (� V � ' O tcAcphone: • 3`i - 9tm� Address 78-065 Main St. Ste. 205 ProjectDescrip6on:. �;�, LSieA City, PT. Tp: La Quinta, Ca. 92253 oosv �4LAAJ Telephone: 760-399-9600.: state Lim #: c-53 "964474 City Lia #; COOILl Ar6, Engr., Designer: Flying Buttress , lie, Address: - 77725,Enfield Ln. Ste.130 . city, sT, zip: Palm Desert, CA. 92211 Telephone: 760-772-4411 State Lic. #: 33446 _ Name of Contact Person: pig t4 Construction Type:. Occupancy: . - Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories # Units Telephone # of Contact Person:71w- . '135 F,stimated Valise of Project 2. '2 APPUCANT: DO NOT WRITE B&OW THIS UNE if Submittal RWd Reed TRACMG PBRhItFFEES Plan Sets Plan Check submitted Item Amount Stmctuiai Calcs. , Reviewed, ready for corrections Plan CheekDeposit. . Truss Cala. caged Contac Person Plan Check Balance. Title 24 Cates. Plans picked up Construction " Flood plain plan Plans resubmitted.'. Mechanical . Giading plan Z" Review, ready for oorreetionsfissue Electrical Subeontactor lid Called ContactPerson Ptwnbing rant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOl1SII:- '"' Review; ready for eorreetionsfiave Developer Impact Fee Planning Approval. Called Contact Person A.U.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees APPROVED FOR CONSTRUCTION - DAT � �/ SY � ' 7 Sys a r> �_ •:'££ATS• M 8m 0 0 ��i+uu� 'tiniminnnimim �1,•% 'i =p j 'I::Ie�WIIl0�10111111L?p, I ] WIN t s � J� �J ,1 O co i T cO ~ 6�6 z I Alp P " VINE DETAIL STAItLLE56 STEM MRE N ANGIq §301.TS .t a B m a so Vm m GRADE U. • �, �^�'mOs^ ,TMS"' O°�,�„ •,uADUSMFIBMWKPLM FOR A COLTMAN RESIDENCE 1--► 4 61345 LIVING STONE DR. LA OUINTA, CA 92253 F v Z0 0D yr om �m 1 m m D LEGEND 0- p,�� *— 0W *��, ®� 0�: 0—o ® ® , o � e A d s DESERT OUTDOORS J ORCO STANDARD 6' TO 8' CMU SITE WALLS O OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 2010 cac 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2. ALLOWABLE LATERAL PAS51VE PRESSURE= 150 PCF , 3. GROUT STRENGTH - 2000 PSI @a 28 DAYS, 4. REINFORCING STEEL : GRADE 60. S. 1500 PSI MASONRY COMPRESSION STRENGTH. 5' TO DAYLIGHT ' CONT. ' SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS CRYOF- MIN. FOOTING DEPTH FOR WALL @ WAIl Lm SLOPE TOP I FT. SETBACK 1 TO 1 2'-6 2'-0" 3 TO 1 2'-0" 0 NTA DEPT. �F ED FOR;CONSTRUCTION DAYLIGHT WALL @ 2 FT. SETMCK _ of u � m � ~ G3f025 N n * Exp, 12 -3f -20t2 V.0 F OF CA, - u 6816, 6616, OR 6618 CMU GROUTED ONLY @ VERT NOTES: ' STEEL 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 ?" DROP-IN BAR PARTS SAND TO 3-1/2 PARTS GRAVEL WI7HA MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE 11/V• Fr = 2500 PSI #6 STD JOINT 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO REINFORCEMENT @a 24" O/C ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. PLACES - 4 PLACES FOR 7' & B' WALLS). USE #5 SID. & 4• REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN FOR SLUMP BLOCK WHICH IT 15 LOCATED. NOTE., PROVIDE 04 DOWEL & S CONCRETE BLOCK SHALL BE LAYED IN A RUNNING BOND #4 DROP-IN BAR AT EACH PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. SIDE OF CONTROL JOINTS, ENDS OF WALLS AND @ WALL 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID HEIGHT CHANGES GROUTED. Z USE TYPE 5 MORTAR PROPORTIONED USING ASTM C 270 PART CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND: 71 "DOWEL'@ CENTER OF 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" -09 PFA GRAVEL IF WEATHER CONDIITONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT r FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT HAW WITHOUT SEGREGATION OF THE CONSITUENTS 9. BLOCK STEM MAY BE WET -SET I -1/Z" INTO THEF007TNG WHILE . SE719A SEE CHART THE CONCRETE IS PLA577C. BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE F0077NG. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED t NATURAL SOIL OR ON COMPACTED FILL WITH MINIMUM 2 COMPAC T70N OF 90 %. r i i—i. i i MAIC � 1 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT. I2. MAXIMUM CONTROL JOINT SPACING.40'0/C 20' 0/C FOR #4 HORZ. CONT. WALLS TO BE MORTAR WASHED OR STUCCO coATED. . 5' TO DAYLIGHT ' CONT. ' SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS CRYOF- MIN. FOOTING DEPTH FOR WALL @ WAIl Lm SLOPE TOP I FT. SETBACK 1 TO 1 2'-6 2'-0" 3 TO 1 2'-0" 0 NTA DEPT. �F ED FOR;CONSTRUCTION DAYLIGHT WALL @ 2 FT. SETMCK _ of u � m � ~ G3f025 N n * Exp, 12 -3f -20t2 V.0 F OF CA, - u CHART FOR 6' TO 8T SITE WALL W/ TRENCH FOOTING WIND MAX. D DESIGN WALL TRENCH FOOTING 'X' DOWEL 'Y' BAR SPEED HEIGHT DEPTH #4@ 40" 0/C #4 @ 40" 0/C 6'-�" 2'-�" JD+I'-9" U U 36' 0/ 12 - IB' CMU 36' O/C - IB' CMU W cn M W#4@ 40" 0/C #4 @ 40" 0/C 6'-8" 2'-2" ID+I'-9" • 36 0/c - 18CMU ' 36. O/C - IB' CMU Q Z W W IL )#4@ 32" 0/C #4 @ 32" O/C 7'-4" 2'-4" ID+I'-9- 27• o/c - I8 crlu 27' O/C - 18' CMU E U LA co U #4@ 24" 0/C D+I'-9" #4 @ 24" O/C 8 -0" 2'-6" I 18.0/12 - Is CMU 36' 0/12 - 18'CMU MR 510EYARD RETURN WALLS WHERE DRAINAGE SWALE OCOVRE£ AV2 BL= MAY LEFT OUT 9D SWALE GRADE. PROWDE $4 DOWEL AND 04 DROP-IN AAR ON EACH SIDE OF THE I/2 ELOCX DRAIN - AS SHOWN. o:rrrml carr C ® EACH SIDE OF maurwRu ryRawaeo.+e IR OfTMS. ?W/ 04 DROP-IN LIAR w ruRi carr: o rroASRrpv:RPo- IIN1'dYfl' MIM. I.VMa MAlNUIM)' <ifl4'IRhr50.S. O 0 O O K-OUf ° o • °° i 00 ° o to .oa CO p i o � o.'o.;oa; o• M f. FOOTING r ' J' r.Mrz to�zO�rrof•�,aztir . rc W4.C?M<F?RNTl:Gf011A! ra.N.^xa COOK nit a I'•D' FOOTING STEP DETAIL QRof S . y h EXP. ,k, 31925 EF. 12 -SI -2012 CITY nF L13F+ QUIN TA s4r c, ,� `� � Qq CA1•�E ORCO STANDARD 6' TO 8' CMU SITE WALLS O OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 1010 CBC 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF Z ALLOWABLE LATERAL PASSIVE PRESSURE = 15O PCF 3. GROUT STRENGTH = 2000 PSI ()a 18 DAYS. 4. REINFORCING STEEL., GRADE 60. 5.1500 PSI MASONRY COMPRESSION STRENGTH. 6816, 6616, OR 6618 CMU GROUTED ONLY @ VERT STEEL Q VJ Y DROP-IN BAR _ #6 STD JOINT 2 REINFORCEMENT @ 24" 0/C cc (3 PLACES - 4 PLACES FOR 7' & 8' WALLS). USE #5 57D. C3 FOR SLUMP BLOCK W NOTE.•'PROVIDE #4 DOWEL & 04 DROP-IN S4R AT FACH SIDE OF CONTROL JOlN7S, , ENDS OF WALLS AND @ WALL O HEIGHT CHANGES O O ' LINTER OF ON Chfl/ apse®s �111� Ml 1=1.11_ 2 rTi=i. i t 1 MAX. Q 12ip, #4 HORZ CONT- /F 5' TO DAYLIGHT COM SEE CHART FOR REQUIRED REBAR AND FOOTING DIMENSIONS. I I . CITY OF ""i 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. 1. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT,TO 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTLAND CEME NT SHALL CONFORM TO ASTM C 150 TYPE II/V. Fc - 2500 PSI 3. REINFORCTNG STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. 4. RE84R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED. 5. CONCRETE BLOCK SHALL BE LAVED IN A RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTICAL REHAR SHALL BE SOLID GROUTED. Z USE TYPE 5 MORTAR PROPORTIONED USING ASTM C 270 PART CEMENT To 1/2 PART LIME TO 4-1/1 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 1 PARTS 318- P64 GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CON57TUENTS.• 9. BLOCK STEM MAY BE WET -SET 1-1/1" INTO THE FOOTING WHILE THE CONCRE7FIS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPAC7FD FILL WITH MINIMUM COMPACTION OF 90 %. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPEC77ON TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT. 12. MAIOMUM CONTROL JOINT SPACING.' 40'01C. 20'01C FOR WALLS TO BE MORTAR WASHED OR STUCCO COATED. MIN. FOOTING DEPTH FOR 5' TO DAYLIGHT WALL WALL @ WALL @ SLOPE TOP I FT. SETBACK 2 FT. SETBACK 2 TO 1 2-6"' 2'-0" 3 TO 1 1'-0" - " NTA PA ,� i DEPT. APPROVE® FOR CONSTRI ]rTinni DF E t S:. rA u m * gm 12;3t-264 v 0 F OF CAL�� CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING WIND MAX. DESIGN WALL TRENCH FOOTING 'X' DOWEL 'Y' BAR SPEED HEIGHT DEPTH #4@ 40" 0/C #4 @ 40" 0/C 6'—fl" 2'-0" ID+I'-9" C.i � 36 0/C - 18' CMU " 36' OIC - IB' CMU W C M W#4@ 40" 0/C #4 @ 40" 0/C 6'-8" 2 .-2" ID+I'-9" Q 36" 0/C - 18" CMU 36' OIC - IB' CMU Q Z LLJ . ?� W IL U)#4@ 32" 0/C #4 @ 32" O/C 7'-4" 2'-4" ID+I'-9" 27. O/C - 18' CMU 27'0/C - 18' CMU Lf) co (D #4@ 24" 0/C D+I'-9" #4 @ 24" 0/C 84-0" 2'-6" I 18" 0/C - 18' CMU 36' 0/C - IB' CMU fVR SIDEYARD RETURN WALLS WHERE "DRAINAGE SWALE OCCURES, A 1/2 [iLOt']Y MAY L&TOL?® SWALE GRADE. PROVIDE 04 DOWEL AND 04 DROP-IN&4R ON E404 SIDE Of THE I/2 ELOIX ORAIN - AS SHOWN. C®EACH SIDE Of rsea[rwmrrnwaeaw ?W/ 04 DROP-IN iM rr ..O r..oTaraaipcxra- nmvmer�•wnr. w.wow�mrav�• C14N'IPA'fS07. a 0 0 0 Y�OlR o • 0 • p Z .. a a a • p o • p •p p CONE. F0077NG p . o. ' °' a •• .n • _ . l4vw4oMtG•ilUYXClM r•Cq_f mi. Ii.:fUUi fCz;x awNt:rarTtt I'=p' CITY OF LA QUINTA FOOTING STEP DETAIL QaoFEssLa� u W a C31925 ExF.12-31-2012 r4 r C l V F QF. CALF