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05-3369 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application. Number: + 05-00003369+, Property Address: 807'75—VIA PORTOFINO APN: 772 -490 -020 - Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 4750 Architect or 11 /A BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (160) 7777012 FAX (760) 7777011 INSPECTIONS (760) 777-7153 Owner: - NRI CCP I 81100 AVE 53 . LA'QUINTA, CA 92253 Contractor: CALIFORNIA POOLS & SPAS IA°ul�ip► WCC: SEABRIGHT INS c►i�iof pE�' WC: BB1050510 01/01/06 .aweNGE CSLB: 656128 10/31/'06 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 Dyrisii yj the Business and Professionals Code, and m&Mn ice�y n ft{�for an ffect. License Class: 14— 3 License No.: S �O j� r �{ ate: ntractor: 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.). (_ 1 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.). 1 — 1 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.I. Lender's Name: Lender's Address: LQPERMIT Date: 8/15/05- J'z ---—--------------------—--------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3760 of the Labor Code, for the performance of the work for which this permit is issued. V 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 CS C27 C29 C53 Policy Number --------------- I certify that, in the. performance of the work for which this permit is issued, I shall not employany 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,.l shall forthwitq.Somply with those provisions. 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 3708.OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is-herebymade 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 u/pon/tj�e above-mentioned property IT in tion purposes. jl • gnat tura (Applicant or Agent Application Number . . ... . 05-00003369 Permit .. . -'. WALL/FENCE PERMIT Additional desc - Permit Fee 72.00 Plan Check Fee .00 Issue Date Valuation . . . . 4750 Expiration Date 1/29/06 Qty Unit Charge Per Extension BASE FEE 45.00 3.00 9.0000 THOU .BLDG 2,001-25,000 27.00 ---------- ------------ Special Notes -and Comments -------- - 60 L.F. 6' BLOCK WALL, CITY STANDARD �. AND 130 L.F. 8' BLOCK WALL, ORCO SYSTEM. Fee summary Charged. Paid Credited Due Permit Fee Total 72.00 .00 .00 72.00 Plan .Check Total .00 .00.'_ .00 .00 Grand Total, 72.00 .00 .00 -72•.00 LQPERMIT - 8' HIGH oRco WALL SYSTEM SI TE. WALL FOR 80 MPH WIND @ EXPOSURE C DESIGN CRITERIA: e 0 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF D* --OPTIONAL FLAT CAP 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF 3. CONCRETE/GROUT STRENGTH = 2000 PSI Q 28 DAYS. Q W 4. REINFORCING STEEL: GRADE 40 FOR #4 BARS AND SMALLER & - GRADE 60 FOR #5 AND LARGER 0. 5 SEISMIIC - ZONE AS KM FROM TYPE A OR B SOURCE. .. 6.1500 PSI MASONRY COMPRESSION STRENGTH. #4 HORZ. CONT. HALF STRESSES USED - NO SPECIAL INSPECTION REOD. ORCO 6816, 6616, OR 6618 MIN. FOOTING DEPTH FOR 5' TO DAYLIGHT CMU GROUTED ONLY (9 VERT STEEL WQ NOTE: PROVIDE #6 DOWEL8 #5 DROP-IN BAR AT EACH SIDE OF CONTROL JOINT #6 DOWEL Q 16' O/C (16' O/C FOR 18' LONG CMU) B+2=9' V m III .�_ 0-4kt—hk, Z ti O W LL �w ' e 0 O� e Q W 0. CZ #4 HORZ. CONT. AD WQ 0 #4 VERT DROP-IN BAR B ° 32'01C (3610/C FOR 18' U M LONG CMU) Page 19 �'- #6 STD JOINT REINFORCEMENT Q 24.OIC (4 PLACES) PER UBC STD. 21-10. USE#5STD. FOR SL UMP BLOCK. #6 DOWEL Q 16' O/C (16' O/C FOR 18' LONG CMU) B+2=9' V m III .�_ 0-4kt—hk, Z ti O W LL �w �c O� e Q W CZ #4 HORZ. CONT. WQ 0 ° 5' TO DAYLIGHT U M B° CONT. Page 19 �'- SLOPE WALL Q WALL @ WALL n, TOP 1 FT. SETBACK 2 FT. SETBACK 2 TO 1 2=6' 2'0' — 3 TO 1 1'-6' — i NOTES: 1. CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4. ORCO STD. PRECISION, SPLITFACE, SLUMPED, OR WEDGELOCKSLOCK. MAYBE USED 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENTTO 2-1/2 PARTS SAND TO 3-12 HARTS GRAVEL WITHA MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE IW. Fc = 2000 PSI :................... ..... ....... ........... ....:................... . 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 40 FOR #4 BARSAND SMALLER, GRADE 60 FOR #5 AND LARGER. PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60. 4. REBAR SHALL BE CENTEREDINTHE CONCRETE BLOCK CELL IN WHICH ITIS LOCATED. 5. CONCRETE BLOCK SHALL BE LAYED INA RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. 7 USE OBP TYPE S MORTAR PROPORTIONED USING UBC TABLE NO. 21-A. 1 PART CEMENT TO 12 PART LIME TO 4-12 HARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK TO BE 1 PARTCEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 HARTS 3/8' PEA GRAVEL IF i WEATHER CONDITIONS ARE FA VORABLE AND BL OCK UNOBS TRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUTFLOK). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENTS. 9. BLOCK STEM MAYBE WETSET 1-12' INTO THE FOOTING WHILE THE CONCRETE /S PLASTIC. BLOCK STEM MAYBE PLACED TO EITHER EDGE OF THE TRENCH TYPEFOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMRACTED FILL WITH A MINIMUM COMPACTION OF 90%. 11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHES ARE READY FOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS /N PLACEAND THE BLOCK WALL IS READYTO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40' O/C OR 20'01C. IF THE WALL IS TO BE STUCCO COATED. _ Q?�OFESS/ON 0° Y S '9l Awe �® C.7 m Lu O R O ~ C31925 cn A BLOCK CO. * Exp. 12-31-2004 sr�r C/ V 1 L P �\ R OF CAA-AFOP 03/12/2003 08:35 7607777011 r3 LA QUINTAPAGE 02 ]BUILDING SAFETY DEPARTMENT GARDEN WALL STANDARD 6" ly.U•To' rm- 1350pai. Fy='40000psi pa 0 24- Vert 0 CL ds 0 32" Horiz • o f 6 1/4� . ALTERNATE L 3- CLEAR HORIZ. AS SHOWN 1 I MM 1'- fm- 1350pci. Fy- 40000ps1 f,4 0 24- Vert 0 CL #4 0 32' Horiz GARDEN WALL i< { Scds- 3/8- 1•-0" 6" C,u,U. ' fm= •1350psi, Fy-. 40000pai 14'0 24 Vert. 0 CL lo#4 3" CLEAR T� HORIZ. AS SHOwri jf4 0 32- Horiz ^ ' `7 OPTIONAL 30' AP S " GARDEN WALL Score: 3/8- ,'-O' 3".CLEAR1ENUS ALTERNATE y4 HORIZ. AS . SNOWH T �i ' 1 6 C U.U. 1'in� 135005i. Fy- 40000pai - #4 6. 24•Ve-t 0 CL ' N4 a 32' Hon= ' ` GARDEN WALL 1 '1 Seale: 3/8' OPTIONAL 6- C.ti.U: 30'L AP = fm= 135Opai, Fy- 40000pli I *4 0 24' Vert 0 CL 3' CLEAR L #4 0 32- Horiz F4 HORIZ. A5 SHDWN T •io • " OPTIONAL 30 -LAP (o GARDEN WALL 3" CLEAR ALTERNATE i4 HOR12. AS SHOWN 9ENI, 1 GARDEN WALL ,'_o- Bin # City of La Quinta Building &r Safety Division P.O. Box 1904, 78-495 Calle Tampico -La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip: Contractor: CoLbC32rmia 2j22LS &Spas Telephone: g' Address: Project Description:: City, ST, Zip: 60Q CA e-1 ta 9;kg 3 (10 D299MEN 4_Ykt__=_ Telephone: Aft State Lic. # 65 W 2r City Lic. #4 T -7- Arch., Engir., Designer: Address - City, ST, Zip: Telephone: Construction Type: Occupancy: Project t e (circle one): Alter -Repair Derno' yp Add'n Sq. FL: # Stories: F# Units: State Lic. #: g Name of Contact Person: MA) 1J_4Wd;_ Telephone # )f Contact Person:.S,r/)� Estimated Value of Piroject. g C9 0 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Ree'd TRACIMG PERMT FEES Plan Sets Plan Check submitted item Amount Structural Calcs. Reviewed, ready for corrections Plan. Check Deposit Truss CaIcs. Called Contact P e*rson Plan Check Balance' Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready.46r correctionslissue Electrical Subcontactor List Called ContactPerson Plumbing Grant Deed Plans picked up S.M.L. - R.O.A. Approval Plans resubmitted Grading INHOUSE:-. 3" Review, ready for corrections/issue Developer Impact Fee.: i Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of ptyz7iit issue School Fees -7 Total Perin"It-T, ee's JQ T- i' Ii I• N i 4 O 1 N W (1010) - — _- FIRE RING O i PER ARCH. PLANS t / A1o01220 �. 3 1p1 I i01C 10 12 �C 1100 0� J1' -I, jM'p' 11 115 � 10 APPROVED PAD=1013.8 SCREEN WALL PER ARCH. PLANS, TW +6' FROM HIG7ERFPAD. o i 1910 �F • • • _ 11012�� . 10 10 1 I I �G 1011• 1p 1 0 �F 1 12• p1&0 I G F n J I I 1, o I CONSTRUCTION NOTES co p �G CONSTRUCT PA VER DRI VEWA Y WITH CONCRETE BANDING 1p11' I PER ARCH. LANDSCAPE PLAN. 1I y J_, JOIN BACK OF EXISTING WEDGED CURB. / `,f j }j �2 CONSTRUCT DRYWELL PER DETAIL ON SHT. Gl AF�PROVED PAD -1015.1, II INSTALL 4" PVC (SDR 35) ap �G Q4 INSTALL 12'x12" NDS AREA DRAIN 1�0166 \ �5 INSTALL 3" DIA. BRASS DECK DRAIN (NDS 1909B) 1 I © INSTALL 6" DIA. NDS ATRIUM DRAIN - SOREN WALL Q INSTALL BUBBLER BOX PER DETAIL ON SHT. Gl PER �kH. PLANS. TW 6' FROM HIGHER PAD. ® INSTALL LANDSCAPE HEADER PER LANDSDAPE PLAN. • �G NOTES: -CONNECT ALL ROOF DOWNSPOUTS 021100 �F I 11p1�1 I TO SITE AREA DRAIN SYSTEMS. -ALL WALLS ARE PER F o 10 f SEPARA TE PERMIT SCREE WALL —� � L'' — - '��5 -DRIVEWAY APPROACH REQUIRES A PER ARCH. PLANS. I 1 �� F z N /3 1 00� I SEPERATE PERMIT AND INSPECTION TW ST[PS DOWN. 10 _ _ ti� 3 I FROM CITY OF LA QUINTA PUBLIC I 1p10 S- .01 5 Vy SCREEN WALL WORKS DEPARTMENT. I \� ll o b_ PER ARCH. BEAMS. � J I I FG 1010 01 E — �G� P*ST€1S DOWN. CN o i 10 1210 ` — �p 1 p11 .(z) � 10 3 1 1p.li F F 111.58' 10 $ 1013 — SEWER — 101 G \ 0,24.37' 1014 T. 1013 W.M. l� UNAUTHORIZED CHANGES &- USES-WEDGE� � ° pFES CURB G �p,,� �- � o co IG CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE P NS'A� ' 1 �'� �� - z ' N � ' w NO. 44180 m CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED-B•Y-f1E ,1�� N -- I '- 0: Exp. 6/30/05 PREPARER OF THESE PLANS. NOTICE TO CONTRACTOR — _ �� I OF CALF CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION Under round Service Alert PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR �- RE yo JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS Call: TOLL FREE AND PROPERTY- THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINOUSLY AND NOT BE LIMITED TO 1-800 NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 227-2600 DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN TWO WORKING DAYS BEFORE YOU DIG PROFESSIONAL LN❑. REVISI❑NS APPROVED DATE GRAPHIC SCALE 0 5 10 20 40 ( IN FEET) 1 inch = 10 ft. DEPT - CITY OF to QUINTA BUILDING & $ V D APPRO FOR CONSTRUCTION iaTrz S sve`t Com• PRECISE GRADING PLAN IN THE CITY OF LA QUINTA PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: KURT M. SAXON R.C.E. 44180 EXP. 6/30/05 SD-��� VI►4 �o�ToRi�m �' ♦ m ♦ ® ♦ i- i ►•moi ®Y 0 it 4w ♦ ♦ 4 ♦ i - ♦ ■ EJ DRAWN DRF CHECKED KMS DATE 2109105 SCALE 1 "=10' SES JOB NO. 03-1800-396 MSI JOB NO. 2943 SHEET NO. G2 N O N W U � I - W � O Co ads,���o­� 00 � q `Y) m � c, q � Co Q C o U i w Q0 �' ♦ m ♦ ® ♦ i- i ►•moi ®Y 0 it 4w ♦ ♦ 4 ♦ i - ♦ ■ EJ DRAWN DRF CHECKED KMS DATE 2109105 SCALE 1 "=10' SES JOB NO. 03-1800-396 MSI JOB NO. 2943 SHEET NO. G2 i N W U � I - W � O ads,���o­� �' ♦ m ♦ ® ♦ i- i ►•moi ®Y 0 it 4w ♦ ♦ 4 ♦ i - ♦ ■ EJ DRAWN DRF CHECKED KMS DATE 2109105 SCALE 1 "=10' SES JOB NO. 03-1800-396 MSI JOB NO. 2943 SHEET NO. G2