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10-0384 (BLCK)
P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 10-00000384 Property Address: 53720 AVENIDA CARRANZA APN: 774-121-026-14 -000000- Application description: WALL/FENCE Property Zoning: COVE RESIDENTIAL Application valuation: 9498 Tiht 4 4a QuAlz BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: JOHN NAZA 53720 AVENIDA LA QUINTA, CA Contractor: !� NO Architect or Engineer: SINCOMB CONSTRUCTION P.O. BOX 925 MORONGO VALLEY, CA 92256 q (760)250-9071 Lic. No.: 681349 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that Iam licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B License No.: 681349 ate: S-3 ^ (C �L ntracto 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 ISec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , BAP.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: a� LQPEPMIT VOICE (760) 777-7012 FAX (760) 777-7011 ,TIONS (760) 777-7153 5/03/10 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. 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 X MPT Policy Number EXEMPT 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 forth ' comply wi a provisions. awe: 10 icant: ,T 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 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 upon the above-mentioned property for inspection ur oses. ta. 3 �r7 Sign re (Applicant or Agent): - Application Number . . . . . 10-00000384 Permit WALL/FENCE PERMIT Additional desc . Permit Fee . . . . 117.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 9498 Expiration Date 10/30/10 Qty Unit Charge Per Extension BASE FEE 45.00 8.00 9.0000 THOU BLDG 2,001-25,000 72.00 ---------------------------------------------------------------------------- Special Notes and Comments 250 L.F. 6' GARDEN WALL, INCLUDES POOL EQUIPMENT ENCLOSURE, 150 L.F. 5- GARDEN WALL, BOTH ORCO AND CITY STANDARD DETAILS TO BE CHECKED BY INSPECTOR. 2007 CODES. -----------------------------------------------------------------'----------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Paid Credited ------------------------------ ---------- Due ----------------- Permit Fee Total 117.00 .00 .00 117.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1.00 .00 .00 1.00 Grand Total 118.00 .00 .00 118.00 LQPERMIT rucrl ovt � L�ic-r�r�r.r•r,l c`•:- 'ili�rr•rr./r•r.l � �r�rrr.'rrrrl �''rrrr!u-frr:lnrr Chris Sincomb Lic. # 681349 P.O. Box 925 Morongo Valley, Ca. 92256 Ph. 760-250-9071 Fax. 760-363-7738 E -Mail- csincomb-@Yahoo.com Work to be completed for; 4-21-2010 Mr. John Nazarenko Ph. 780-908-9418 email-.john@lasertech.ab.ca 53720 Avenida Carranza, la Quinta, Ca. 92253 The following is a description of the work to be completed with labor and any required materials to be supplied by Sincomb Construction to complete all of the describe work. A $35.00 split work trip charge will be assessed per trip for any line, items to be completed at a later date. Price for work that includes any owner supplied materials is based upon the materials to be on the job site at the time of work; 1. Submit Plans to the City of La Quinta and provide permit to complete work. Plans and Permit cost: $1200.00 2. Demo: • Remove and discard existing wood fencing. • Remove and discard existing wood play set on North side of the house. • Remove and discard existing Trees and Brushes that are in the fence line and set aside the Trees to keep for Gardener to relocate. • Remove approx. 50 yds. Of dirt and dispose of approx. 28 yds. • Remove and discard approx. 210 sq. ft. of existing concrete walkway as per plans. Complete demo and hauling: $2200.00 3. Installation of a 6' Temporary fence to enclose Pool while Block wall is in construction. Fence rental and installation: $500.00 Standard Garden Block wall as per Drawings: • Install approx. 400 li. Ft. of new required Steel reinforced concrete'footing for new wall. • Supply and install approx. 100' Ii. Ft. of 24" high x 8" wide retaining Block at South side to accept Backfill and grading on street side of wall. • Supply and install approx. 400 Ii. Ft. of 6"x8"x 16" standard gray cement Block at S'high in front going to a max. 6: high at the back from outside of wall around to North side, with shifting breaks as per code. • S' high at the Propane enclosure and 5' high at the Pool Equip. enclosure with 4" slab for equipment. • Install required steel reinforcing and Grouting. Complete 6' Block wall cost: $17000.00 Installation of new Retaining Walls and Footings: • Removal of approx. 70 yds. Existing Dirt down to the base of the existing Retaining wall and set aside. • Remove and haul away approx. 20 yds. Of removed Dirt not to be used in new backfill. • Install new approved 8" Retaining wall to existing Grade and Foundation Footings on North and East sides of fence line for new Retaining walls. New Retaining wall cost: $1400.00 6. Installation of new 8' Front Entry way with 24"x 24" side columns as per drawings. Columned Entry cost: $600.00 7. Install new Stucco finish over new Block wall to best match existing finish on Main house of a Light Lace texture with Miami Peach Color. Stucco Block wall cost: $4500.00 8. Installation of 400' of 2" x 4" x 8" (Ouickcrete- Model #097154) Cement red brick wall cap over new wall. Cement red brick wall cap cost: $2000.00 '9. Install Electrical lighting outlets in Entry columns and stub out conduit below for future connection, install new Door bell outlet conduit at Entry column to stub out into Garage for future connection. Electrical cost: $0.00 10. Provide and install new square topped Single 4'x 6' side gate and new Arched top Double 6' x 7' Front Entry gate constructed of a Wrought Iron frame with 1"x 6" T&G wood inserts with painted finish as per Drawings. Installed Gate cost: $2600.00 Price to include all labor and materials to complete the work describe above unless otherwise specified. Any alterations or revisions from the above specifications involving extra costs will be executed only with a written change order, and will become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents, or any other delays that are beyond our control. Sincomb Construction is not liable for damages caused by our work to unforeseen materials such as Electrical, Plumbing, Structural members, or Defects Etc. that are not disclosed in some form as Plans, Notification Etc. Sincomb construction is not liable for any material defects and/ or improper workmanship performed by outside contractors not directly hired by Sincomb Construction or by our associates in the scope of work directly outlined in this Proposal or related Change orders and any material defects not apparent at time of installation, after such time owner must refer to the manufactures warranty. Certificate of conditional Waiver and Release upon Payment from Sub -Contractors, available upon request. The customer has the right to cancel the contract within 72 hours unless this right is waved. I (The owner or representative) do hereby wave the right to cancel within the 72 hour deadline and wish to begin work immediately. This proposal may be withdrawn by us if not accepted within 10 days of the Proposal Date. Total job cost ................ $32,000.00 Payments to be made as follows; 10% up to $1000.00 upon acceptance of contract unless waver is signed and funds needed for immediate ordering of materials is required. 30% at start of work, 30% at Installation of Garden wall Foundation, 30% upon completion of Grouting of new Garden wall and Cap Brick and 10% or remainder upon completion. If any payment is not made when due, the contractor has the right to stop work on the job until such time as all payments due have been made in full. A failure to make up all payments in full in excess of 10 days from the due date of payment shall be deemed a material. breach of this contract (unless arrangements are made with Sincomb Construction) and all remaining funds of the total contract amount shall be due and payable to Sincomb construction without the requirement of any further work to be completed the on this contract � Work to commenton approx. _TttVuJt 2 D and be completed on approx. 3t I C> . The price, specifications and conditions are satisfactory and so I do thereby authorize the work to begin and payments to be made as described above. Acceptance date; 2—` Acceptance time. P' 1 Signature; c� S' I,. ►. tle pl !NOW J-7 V r G CJ. C c1 ✓`rz; �. z� it 'lv Ck--4k , ti - I � I =,y NTA EPT. FOR N R1�(�1 Ow �nr �oue- L }fp-e Lol �Ioc ., V — Re�,o�ce s I I -Q- f, lQVI 8 I ON T• L 1 - cvt p�' New C��i' • iCvvlow� wclk I � I =,y NTA EPT. FOR N R1�(�1 Ow �nr �oue- L }fp-e Lol �Ioc ., V — Re�,o�ce s I I -Q- f, lQVI 8 I ON T• L CITY OF LA QUINTA BUILDING AND SAFETY DEPARTMENT I RETAINING WALL STANDARD RETAINING WALL SPECIFICATIONS ILL WALLS SHALL BE CONSTRUCTED OF THE HIGHEST QUALITY n/ORKMANSHIP IN ACCORDANCE WITH THE 1991/ U.B.C., AND THE TABLE 110. 24A --MORTAR PROPORTIONS FOR IMT MASONRY :OLLOWING SPECIFICATIONS: 1. CONCRETE - fe — 2000 PSI AT 28 DAYS PER ASIM C150 2. MASONRY - f' m =.1500 PSI GRADE IN PER ASTM C150 3. GROUT 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-8 4. MORTAR 2000 PSI AT 28 DAYS PER U.B.C. TABLE 24-A AMB ASTM C270 5. REINFORCING - DEFORMED BARS CONFORMING TO ASTM, A615 GRADE 40. STEEL LAPS SHALL BE 40 BAR DIAMETERS OR MORE. BEND HORIZONTAL BARS AROUND CORNERS A MINIMUM OF 24'. VERTICAL STEEL SHALL BE HELD IN PLACE BY WIRE TIES AT THE TOP AND BOTTOM OF THE BARS BUT NOT EXCEEDING 8 FT. IN SPACING PRIOR TO SPACING PRIOR TO GROUTING. STEEL PLACEMENT IS CRITICAL AT THE BASE OF WALLS AND AT CHANGES IN BLOCK SIZE. ADHERE STRICTLY TO THE DIMENSIONS SHOWN ON THE PIANS 6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND t1e�CeLA"'rdod1141dp�..een.a.1'►rtr+di�°rrn�..�►..es1e'srlat eaaead�etsld�ceoYlsdol«r I OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90% `�1Oa.'�brl du.�Sb d 4.d H. x1'M't` t:acal to"I"s tr a fe ,eyliee�eles U.Q.C..sem Ila 2L1+.9. RELATIVE COMPACTION. 7. DRAINAGE SHALL BE ACCOMPLISHED BY PLACING A 3' DIAMETER PERFORATED ABS OR PVC DRAIN LINE BEHIND THE WALL AT THE TOP OF THE FOOTING AND COVER WITH 1 CUBIC FOOT PER LINEAL FOOT OF 112' PEA GRAVEL, AT LEAST 8' OVER THE TOP OF THE PIPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION �jwHri_(��L9►�e1� WHERE THE DISCHARGEOF WATER WILL NOT BE OBSTRUCTED AND AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST 1% GRADE. I 8. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON SPACE 1 BETWEEN 60 FT. AND 200 FT. APART. PLACE EXPANSION JOINT AT1�!/ FOOTING STEPS UNLESS NO STEP IS PRESENT. 9. GROUT LIFT SHALL NOT EXCEED 6 FT. WHEN GROUTING IS * I PERFORMED IN MORE THAN ONE UFT. STOP THE INTERMEDIATE I . GROUT LIFT 1-1'2' BELOW THE TOP OF THE BLOCK TO PROVIDE A KEY FOR THE NEXT UFT. 10. BACKFILUNG SHALL NOT OCCUR'UNTIL AT LEAST 14 DAYS AFTER I 1 GROUTING IS COMPLETE. {Q :i 4t( v1Gh�tJ fI�EAYN ai11 •. +o�`i 11. GROUT ALL CELLS SOLID. Lei) 1 _- J �I � I!I I I� -_ _-_ art.::. �• .�•�' • I '. •I � I � I 1 I I �C'i,. ' —— I{n.� ff 1 — P I i l I I I,o � I� I I W�- o • =1 fi I- r II I� 0 rworownoNe 0t e0Wle1 Flwrtrtqul Ytrlelleelq /2WAS~ r01Kw Q11E11r 011 o lll'I10� Y�WMII CHIOIA r011Tel1� LowOn 1� 011 ecce 0 A OMAR M 1 Dead 10011 Y . A r . ■ roltreA Tr{ otl11r1• rvrm Co..onvM S 0 1 24, 36—d eo,ll Mater mmo M 1 — — — — — 1 — 0d., -br at om."ii— s s N o t ' 6. ALL FOOTING TO BE POURED ON UNDISTURBED NATURAL GROUND t1e�CeLA"'rdod1141dp�..een.a.1'►rtr+di�°rrn�..�►..es1e'srlat eaaead�etsld�ceoYlsdol«r I OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90% `�1Oa.'�brl du.�Sb d 4.d H. x1'M't` t:acal to"I"s tr a fe ,eyliee�eles U.Q.C..sem Ila 2L1+.9. RELATIVE COMPACTION. 7. DRAINAGE SHALL BE ACCOMPLISHED BY PLACING A 3' DIAMETER PERFORATED ABS OR PVC DRAIN LINE BEHIND THE WALL AT THE TOP OF THE FOOTING AND COVER WITH 1 CUBIC FOOT PER LINEAL FOOT OF 112' PEA GRAVEL, AT LEAST 8' OVER THE TOP OF THE PIPE. EXIT THE DRAIN LINE OUTSIDE THE WALL AT A LOCATION �jwHri_(��L9►�e1� WHERE THE DISCHARGEOF WATER WILL NOT BE OBSTRUCTED AND AS APPROVED BY THE BUILDING OFFICIAL. MAINTAIN AT LEAST 1% GRADE. I 8. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON SPACE 1 BETWEEN 60 FT. AND 200 FT. APART. PLACE EXPANSION JOINT AT1�!/ FOOTING STEPS UNLESS NO STEP IS PRESENT. 9. GROUT LIFT SHALL NOT EXCEED 6 FT. WHEN GROUTING IS * I PERFORMED IN MORE THAN ONE UFT. STOP THE INTERMEDIATE I . GROUT LIFT 1-1'2' BELOW THE TOP OF THE BLOCK TO PROVIDE A KEY FOR THE NEXT UFT. 10. BACKFILUNG SHALL NOT OCCUR'UNTIL AT LEAST 14 DAYS AFTER I 1 GROUTING IS COMPLETE. {Q :i 4t( v1Gh�tJ fI�EAYN ai11 •. +o�`i 11. GROUT ALL CELLS SOLID. Lei) 1 _- J �I � I!I I I� -_ _-_ art.::. �• .�•�' • I '. •I � I � I 1 I I �C'i,. ' —— I{n.� ff 1 — P I i l I I I,o � I� I I W�- o • =1 fi I- r II I� 0 ARCD 6' HIGH WALL W10-0" TO 4'-O" RETAINING FOR. 85 MPH WIND 3 SEC GUST .EXP C OR006916 OR 6ta6PR! 6AOfRIDC>A9.Y®YHl7'S7!$ . DI�dJOQt78lTit PH! IOIY7®C' ORSMW MtBlglWf M#RM 71-=4sPS7°PB 7ME 167661 3.(.ROf/TSTAHIsrTf1=2�060RSf@ffi6+1� aASMVRC G$M:6FAAE6R SSEOSC-1MCAWffB QJaW=IW9L G IS>bPmm4scwyovvAS90A1577v67K .. ..... .. ..._.......... _ ...... _............. ' I�% V91701PaPlN67R®32.0/C ..: ...... _ ........ .... ... _lAflBt .. .. ... .. .. .......: .. . . 'D ` BAR 'K' FAOYME24'IAPolma7 ov 2•�- lab®sr O/C 35 I � SMMSE OB: L CUKREYEBu]Uf968[ CSV7V.W MCSIa ORMSM wa . PRECIOUNBCOC7CMAYBEtam . 6, �65)DJ<BJYIAEA�CRGB�f Z CMMCRMRW fEU/M9/AlLBE1 PARTCU4M NrMZ-40 . . � .Ot2r0YCR�1 iMRlSS1Ar77U3lRsYeR75AtAVJR. wmtA/NAOI7fAVOF1-yl - ' u 6i8106'irOF MSOSiPH75AGG POR/IAA!)f7ifHVTSiL7Cl LL1VRt�OJ ' ' . rr. NOM P76)YID-04 DOM& mASTMC13D7MZW..fte25WPM 3 -0: #4DROP-MAMAT64QI . *4016- o/e 3D- 3RgM1 •571$96ArLBEL6 DAMDCO1 lOro S�CSF=ffM0L.717DV/5r A57P7A 6'Ji6PR0E6R. FRtTYB]E48B9R IAP. BW SOFW4U$AAV @ WAIL 6•f- NS6fIfC75fAJNC, S 4fiMR=UEECUflEFlPN7WV0Mp+t7EBtOOrIS4aV s4016- ac I 13>i WMOfDISLOcum . 6, . 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Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application Tracking and -Sheet - Project Address: S 3 7 Z0 4 verll-PA 611P_,qOwner's Name: 14R J -6/,N &jg Z 4 r A. P. Number: Address: ,j 3 7 Z6,Vi,1c1,Y1P119 64RIF4124 TCity,ST,Zip: Legal Description: Contractor: l Al/ G C A'18 ep T Telephone: N Address: O, (3� Z j" Project Description: rem City, ST, Zip: /)f,01f 0= o l fr1�� �d46/Q� Telephone:760-2570- v / :r •.r 1. T State Lic. # : (p 8'134(? City Lic. #: Arch., Engr., Designer: Address: 1 City., ST, Zip: Telephone: ? ConsftuctionType: ---Occupancy=-- State Lic. #: ;; project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: CHR -116 S Ne o"A t�- Sq. Ft : T—#Stories: # Units: Telephone # of Contact Person: 7&6— -Z5-0—?07/ Estimated Value of Project: 2 0 ©� g APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACMG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales.Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up I Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correction&quue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''' Review, ready for correctimliissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub, Wks. Appr Date of permit issue School Fees Total Permit Fees