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0105-169 (SFD)F- N U) W O LC) ' W C Z c�D O• C H LLJa� Z M LO N ON U0 a �Z LOIaCC -O Q J J mUU O C Rt Z C) J • — . —[�.. y .. - -lues �-'�-£ � —.aae� '-�--�C-y -��? — -Tr,? LICENSED CONTRACTOR 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 Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date ;Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). () I am exempt under Section B&RC. for this reason Date Signature of Owner y. �t 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 Labo. Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier Policy No. iilils+}4'�' (This section need not be completed if the permit valuation is for $100.00 or less). () 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,sha Irfortwith comply with those provis!0ri's. .- ~ Applicant 0' Warning: Failure to secure Workers' Compensation coverage is unlawful and 'shall subject an employer to criminal penalties and civil fines up to $100,000, in additicn to the cost of compensation, damages as provided for in Section 3706 Al the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his'•'" 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees: 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 State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. Signature (Owner/Agent) Date a ett"f .*� •+ BUILDING PERMIT PERMIT Jt DATE VALUATION LOT TRACT $132A30.30 4 W .'.74':1 JOB SITE ADDRESS APN I 73-:115 C AIJX CAM-, 170 -156 -WS OWNER CONTRACTOR / DESIGNER / ENGINEER FO :TX% 5 i 7 P() i-7,, 5 37 Ie.�G (.ptl`N°s!,A CA 92253 1A QUI14TA CA 92253 (MO) it VI -5422 CRU. 23T USE OF PERMIT 5IWO - d"%1 MIT 00PS NOT INCiXIN, b31-,i•XK WWI L, PO1 1, OR DRIV Le' AY TRACT CONSTRUCTICM Z11S.00 SP POkICHMATIO tS1.4.4il; S1 (oA:M,i4FICARP012.T 0TJ E51ro"1U' i) Cion OF CONS11RUM °. N 132X0, COMM TRUC'1`ION M � Rc� � 1 �a �► . PLAN CHECK FXE 101-.000-439-319 PUIP. DhP0!)'XT '101-000-439-31R _121A00 14ZCKANACAL YVE 101.000-421-000 485,59 F,LUCT_RICAL 1,71a> 1.01.000.40.000 $1.32151 PGU,MUTHOME 101-000-449-000 $107.25 S1i.IiOM MelyrI014 'Term, .• RESID 101 rC5+ 0..7141.000 031a 6SRADMG WE 101-000-423-000 x2P.0D ].yWlUi.,C)1 ER, ➢.IMPACT ME $1,107.00 i3 L� M1'70. $'tf7 E 101 -WO -421.000 $755A 8CD"'4. •�TC; TAL Cu2 !'IRUCTION AI�1`t'9 PIAN (AITICX, �S9iCti. a /d� LFL PR'Rm1:'A'.�3IVAS 425 0. 00 0 P PM�xtsk), NOW�yY, 1ryo MAY 1 7 2001 ¢ }� Cl"7a. �0 4a CITY OF LA OuINTA .BECEIPT BY !Zr 1i DATE FINALED INSPECTOR � r I(f �rj SJJ INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs / �3d Underground Ducts Forms & Footings Slab Grade �l /fd��( _� �". Ducts Return Air Steel Roof Deck / _((( i (27 , Combustion Air Exhaust Fans O.K. to Wrap (Q/D s F.A.U. Framing 1— / Compressor . Insulation �'d( 's Vents Fireplace P.L. Grills Fireplace T.O. Fans 8 Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath _ Final �i/jam / Q� /� Final POOLS -SPAS BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Waste Lines �3 _d/ / �` Electric Final Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer ConnectionZ Encapsulation Gas Piping Gas Test Appliances Final - COMMENTS: iFinal Utility Notice (Gas) ELECTRICAL APP OVALS Temp. Power Pole Underground Conduit r Rough Wiring Low Voltage Wiring ;Fodures "Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final �/ Utility Notice (Perm) /Building Address (� Owner UU IJ L •4 4 " P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Mailing I (- Address P� ) t 7 CityZip Tel. La t1� � i z� Addresspo J i ``t luy�2—Z-,r,3 I is jo Y1,5'/ State Lic. city & Classif. 7P / g3 (� Lic. # Arch., Engr., Designer Address Tel. CityI Zip I State I Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of olvision 3 of the Business and Professions Code, and my license Is In full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractors License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, eller, improve, demolish, or repair any structure, prior to 'its issuance also requires the applicant for such permit to file a signed statement that he Is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he 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). 1,2 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building Of improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) I1 I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractogs) licensed pursuant to the Contractor's License Law.) 1'1 1 am exempt under Sec. B. 8 P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION Ihereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company f i Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS'.COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars IS 100) valuation or less.) 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. Date Owner NOTICE TO APPLICANT: If, atter making this Certificate of Exemption you should become subject to the W,pfkers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and Is subject to expiration if work thereunder is suspended for 180 days. I certify that 1 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 enter the above. mentioned property for inspection purposes. Signature of a0plicant Date Mailing Address City, State, Zip APPLICATION ONLY BUILDING: TYPE'CONST— OCC. GRP. A.P. Number ?(-,)9 /0(0 o� It Le al tion �(0CL 5 .� 0h3#r�(;>�j / 9 Project Description J Ode— WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Sq. Ft. Size No. No. Dw. Stories Units New ❑ Add O Alter O Repair O Demolition O I ,> Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. 'L Oar Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS .ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION LVADI 2 tSWft ell V Ilk �'• S Q 15.5 Q.F - '%O -45' coma- 2— �tDS 3 232 TqrcL SN► 5„pQas��aG 140 ►4 p L -f �. �6st 1 "V5 12 �a4 Tel %3 a 32 Of Cgs 39,E : 364, s.F. 3z BOOK =,I,). 15.5 Q -F P�� z LOADS t Te,*) a 15314 h �te�ssc� t�cg � 1534 (Q4 sZ IC (5.5 tqo ?Ojai, LOW) = $lo(o Posy -) '�s"Az: As: p°ST X Desert Sands Unified School District 47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 CERTIFICATE OF COMPLIANCE Date 5/16/01 APN# 770-156-005 No. 22018 Jurisdiction, La Quinta Owner NameMike & Julie Brauckmann No. 78-175 Street Calle Cadiz City La Quinta zip 92253 Tract # Type of Development Comments Lot # Single Family Residence I Permit # Log # Study Area Square Footage 2,115 No. of Units 1 At the present time, the Desert Sands, Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is' exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 2.05 X 2,115 or $ 4,335.75 the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued Fees Paid By CC/ Wells Fargo - Julie Brauckmann Name on the check By Dr. Dori s,Wilson Superintendent Fee collected /exempted by Paula Ruiz / A Signature /,0," , A, - Payment Received Check No Telephone ' r. %x$4,335.75 7377002816 VOTICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS.,1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to :ollect them on the District('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting APPLICATION FLOOD PLAIN DEVELOPMENT PERMIT BUILDING SITE LOCATION FLOOD ZONE "AO"- DEPTH 1 C A -u -i_ C A Di Z. , c, � �, `'4'ct . � COMMUNITY- PANEL NUMBER 060709 0005 8 7 G 9 /06 OO 7 Map Revised: 8/19/1991 APPLICANT INFORMATION SECTION APPLICANT NAME Jam' ,A APPLICANT ADDRESS (MAILING ADDRESS, NOT THE BUILDING SITE) DAYTIME TELEPHO NE NO. 7hd Z5 ©' INSTRUCTIONS 1. A Flood Plain Development Permit is required by LQMC Section 8.11.040(A). The Applicant should complete the Applicant Information portion of this application and submit it to the Engineering Department along with the required documentation noted hereon at the same time the Precise Grading Plan is submitted to the Building and Safety Department for plan checking. 2-. Documentation required for STEP -1 OF 2 APPROVAL prior to receiving clearance for Building Permit issuance •_ Copy of the proposed Precise Grading Plan for review and approval containing all information required by the checklist shown on the back of this application. 3. Documentation required for STEP 2 OF 2 APPROVAL prior to receiving Flood Plain Development Permit approval. Note, this approval occurs after forms for the lowest habitable floor are set and before the Building & Safety Department authorizes foundation construction. • Submit a completed FEMA "Elevation Certificate" form to the Engineering Department. • Submit 95% relative density soils compaction certification to the Engineering Department. STEP 1 OF 2 APPROVAL STEP 2 OF 2 APPROVAL The Precise Grading Plan submitted for this application has been All requirements have been satisfied. This Flood Plain reviewed and found to contain all data required to satisfy the Development Permit is approved. requirements of LQMC 8.11 The proposed dwelling is eligible to receive a building permit upon satisfying all other Building & Safety Department requirements. t UTHORIZED SIGNATURE TE AUTHORIZED SIGNATURE DATE La Quinta Engineerin Department U La Quinta Engineering Department FILE: Upon Step 2 approval, original goes in "Flood Plain Development Permit' file; copy goes to Applicant F090 REV -2 7/00 CHECKLIST FOR PRECISE GRADING PLANS IN "AO" FLOOD ZONE... 1. Prepare Precise Grading Plan in accordance with Checklist for Precise Plans and the following additional. items. 2. All elevations shall employ the NGVD-29 convention. 3. Show and label elevation of "Highest. Adjacent Grade" next to the building footprint. This refers to the highest existing natural grade next to the proposed building prior to constructing the elevated the building pad. . 4. Show and label the "Highest Existing Elevation on Lot" 5. Show and label the "Lowest Habitable Finished Floor Elevation". Note,. this elevation shall be at least ONE FOOT. higher than the "Highest Adjacent Grade" elevation. . 6. The following grading note, shall appear on the .plan: All fill material placed under the structure shall be compacted to ninety-five percent 195%) relative density. 0 F090A 10/88 Sent By: PIONEER ROOFING TILE; 9093502298; Apr -26-01 B:31; Page 1 ICBG Evaluation Service, Inc..,N b�slh 5380 WORKMAN MILL ROAD • WHi IER, CALIFORNIA ea801.2299 A sub�sidiery corpoearon of Me international Conference of Building Officials EVALUATION REPORT Copyright O 2001 ICSO Evaluation Service, Inca ER -3748 Reissued February 1, 2001 Filing Catogcry: ROOF COVERING AND ROOF DECK CONSTRUCTION (202) PIONEER CONCRETE INTERLOCKING ROOFING TILES 2.2.1.3 Underlsyrnrant: Tiles installed on roofs with slopes PIONEER ROOFING TILEt INC. 10860 POPLAR AVENUE FONTANA, CALIFORNIA 92337-7334 1.0 SUBJECT Pioneer Concrete interlocking Roofing Tiles, 2.0 DESCRIPTION 2.1 a antral. 2.1,1 Regular. -weight Tiles~ Pioneer concrete roofing tiles are produced inhiigh-profile Regal, low -profile Hacienda, and in flat styles with either smooth slate ortextured shake our. faces. Ridge, rake and universal trim. units are produced to match each product. The tiles are composed of portland ce- ment, sand and proprietaryadditives. Mineral coloring oxides are added or are mixed with portland cement and water for surfiit e,appfieafonfollowing extrusion, units are cured under controlled temperature area humidity conditions. Twee are 171/4inches:(438 mm) long, 13 inches (330 mm) -wide and nominally 112 inch (12.7 mm) thick. They are manufactured with interlocking sidefaps, 11/2 inches (38 mm) wide for Regai and 16/16 inches (33 mm) wide for all other prafles, designed to resist,surfaee water penetration and to maintain proper alignment. Alf Wes have protruding head lugs on the: under- sidewhich provide mechanical attaO-meni over wood crmet- al battens. Two nail holes are provided in each tile. See Table 1 for installed weightwith a minimum 34nch (78 mm) headlap. 2.1 .2 Llghtivelght 711": The Pioneer lightweight tiles are manufactured in the same manner, shape and size as regu- lar -weight tttes, except for substituting lightweight aggregate and proprletauy addttives for sand. See -fable 1 for Installed weightwkh a minimum 3 -inch (76 mm) headlep. 22 Installailon under the UnNorm Building Code ' (UBq: 2.2.1 tiew Construction: 22.1.1 General: installation shall be in accordance with Table 15-0-1 or 15.0-2, as applicable, of the UBC and as noted In thls report. Care must be taken to ensure the tiles have propervertical and horizontal alignment on the roof. All foreign particles are removed from the roof and.interlocking areas, to prevent breakage and water biwmge. Cracked or broken tiles mud not be Metalled: 2.2.1.2 SheatJtlnp: Solid or spaced sheathing complying wt1h1he sods, tsrequtred. Sheathing muettie shvcturalty ade- quate to support the bads involved At a mlrtimum, spaced sheath6te'must be ttorrdnel 1 -by -6 lumber spanning a maxi- mum of 24 inches (610 mm)..Sokd and spaced sheathing must be tastened in accordance with the UBC. less than 21/2:17- (21 % slope) ere considered decorative only, and must be applied over an approved roof covering, subject . to local building official approval. On roofs with slopes of 21/2:12 (21% slope) to l 3:12 (25% slope), an approved built-up roof appliedinacadr- dance with Table 1 S -E of the USC or an approved singto-.ply rocf membrane assembly must be installed prior to Installa- tion of the tiles. On solidly. sheathed refs with elopes of 3:12 (25% slope) to Iess than 4:.12 (33% slope), underiayment may be as de- scribed in this section for roof slopes of 2112:12 (21 % slope) to lessthan3:12 (25% slope), ormay be a single layer ofType 90, granular -surfaced, asphaltroll roofing, or two ittyers of Type 30 telt installed shingte.fashion, or other approved . single -ply systems Installed in accordance with the UB or an IC80 ES evaluation report. Over salld sheathing, on roofs with slopes Cf 4:4(33% Slope) or greater, underleyment must be one layer of mini- mum Type 30 felt, either complying with ASTM D 226 or rec- ognized in an !CBO ES evaluation report, and must complete- iy cover the decking. When the rites are•Insthlled over spaced sheathing, the un- derlayment mustcomplywith the IC80 ES Acceptance Crito ria for Concrete Tile Underlayment on Spaced Sheathing (ACOS). The underlayment must be draped over the rafters, with a 4-4nch (102 mm) headiap and a 8 -Inch (152 mm) side- loP Underlayments must. be tapped over hips and ridges, and lapped or laced.through the, valleys, Hip and ridge nallers must also be covered. See Soction 2.2.1.1 q for application of underlayment in severe crurtete areas. 2.2.1.4 'Batt*na Battens ase required on solidly sheathed roofs with slopes below 3:12 (gra% slope), to minlmize mem- brane penetration by fasteners; And with slopes above 7:12 (58.3% slope) to. provide , positive 6te anchorage. Battens must be fastenedWrth corrosion -resistant, Sd-common or box nails or dpproved equal, spaced a maximum of 24 inches (610 mm) on center, orwith 11/2-+nch-long (38 rrtm), 7/164nch- crown (11.1 min), No. 18 galge�, corrosion-msb4ant staples spaced a maxkMM of 12 ir►et�+es (305 next) on cerriler. On roofs with slopes of 21/2:16 (21% slope) to less than 3:12 (25% slope), nominal %finch -thick (9,5 mm), decay-re- 31slriuttwood laithattips are attached vertically to Owning over the undedaymef it, from save to ridge, at 24 inches (810 mm) on center. S&VArts cruet be atrueturrtlly adequate to suppe t expected toads, but not smq)Wr than nominal 1 -by -2 boards, and must be•featened through the vertical lath with mirnlmum 8d, corrosion-reeietantbox naffs or approved squat. When used vn roofs with elopes of3:12 to 21:12 (25% slope to 175% elope), battens must be fastened to the roof deck at EmroardoMnportroJIC30Brahanho&Savtp,roc, a-vrs.drollyroprosfdsi&jm,naaeORVC4WAavrrihme/IC60,&VEt"rliaeo&aponwhicA Asrwpwf isbond Evahu iwnpa7aareawmbrt�on�uodasropnsnain;carAertasaraegooi�rarrrrewtrraarpoal aQpodrb+asrtsorasan or�eraonuorrrcaprn+.a "ton for r .ofrbraijeer-part ?Ursponfide odapor.todgmadior$amdrodwfechn ddataimbmWedbydo&Mies&.TU1C50Bvshm onSovtar,lee,tew4a/calalq�kasrivfr►rrft7rRo rr�rnaltsaartlwetikra6ka.byrdeeu&sups&atear�c�ltlhertowoh+awiadapawdewrra-7k�roirwvwwes�tj bltCWawkWft rrSandee,l&r,esPR= a�r4pplled.aalowryr'7rk�it&+raratl�arreattrrr& ekiJ+�orrorastoa&ypra8rereovrnibytAertpsrt 77riadi-elaZwerr&etuleq bi,tirnar/brtifidm,nanrhar�dobif�rf. papa 1 at 5 Sent By: PIONEER ROOFING TILE; 9093502298; Aor-26-01 ,gage 2 of 5 a maximurn'of 24 Itches (610 mm) on center. Battens• mus: have provisions for drainage, either by providing a 1/2 -inch (12.7 mm) separation at the batten ends every 4 feet (1219 mm); or by-shirnming with decay -resistant wood complying with Section 2306.4 of the b8C or strips of material such as asphaitcap sheet orshingles spaced nomorethan 12lnchss (305 mm) on center. Battens must be spaced to maintain a minimum 3- nch 176 mm) headtap when tiles are installed. See Section 2.2.1.10 for Installation of battens in.aevere oil- mam areas. 2.2.1.8 l=aves; An save closure strip or.olher approved spe- cW accessory must be installed to ensure that the. eave course of dies Iles in the same plane as the remainder ofthe field. In areas determined by the local building official to be subject to blowing dust or snow, save closure strips are re- quired with Regal dies. Where solid fascia material, is at- tached to raftbr ends and extends abovethe plane Oahe deck to act as a first -course riser, an anti -ponding device must be used to support the undertayment 2.2.1:8 Mimdiap:The distencebetween eave and ridge isdi- vided into equally spaced courses to ensure maintenance of a minimum 3 -inch (76 mm) headlap between successive fieid-tile courses. 2.2.1.7 Fastening: J* 22.1.7.1 Field -Tiles: Tiles shall be faatened In accordance with Tables 15-0=1 or 15-D-2 of the UBC, as applicable. The nalle.shallbeninim=No.11cage. corrastamresistarhtsteel nails haviny a minimum „*inch diameter, and sutfie!ent iaan thto enetmte l/4 inc t mm tato ng or alt m cartb iu_g thea I re ofV sheaMng, wh IT ever Is less. When battens are not Md, everya sFi iia 'Se nail 22.1.7.2 Trim Tiles. Naller boards of sufficient heightto ad- equatefy support hip or ridge ties either must be fastened into Of 48 inehee• 11219 mm) On center, or must rte secured using galvanized Mel saapprng orspectal galvanized steel atsac h- ment devices spaced a maximum at 48 inches (1219 mm) on center. l=och hip and ridgy file is attached to the nailer board in a bead of.roofnr's— rn c or an adhesive complying with ASTM C 920-87 that also covers the nail head. Ail tali tiles must be fastened with two nails. The junetlen of the field file and the tip andlorrldgs tale must be weatherproofed with a dry hip/ridge system, a bed of mortar or -other approved bed- ding material In accordance with the manufacturer's Instruc- tona. 2.2.1.8 gist mn9g-.- Vallayfleshiitg must be in atocordartowlth Section iMS of the USC. AH other flashing must comply with Section I W9 of the UBC. Openings through the the for pene- trations such las vents mustbe flashed and supported by addl- tonal bkwking or roof framing as required. Flashing around pipes., vents and flues shall consist of a sub -flashing at the deck and atdp fteshing fitted In with the tale applieation.`fwh- Ing for pratRe tiles miust be made of lead or other approved flexible material and mustbe forrnedto thsicontours of thetile. Weatherixtock is required at headwalls; hips mid ridges when Regal tries are installed, Weatrterblock is optional when installing Hac!ends andilattprofNatt'tes. Weatherblock materi- els include mortal; fmii-backed prealure-sensitive adhesive; fle)dble metal formed to lit the tile: pretormied plastic, neo- prene or metal formed to ftt the tie; and coated rigid. foam. 22.19 Broken T-IteReplectarrurtCThe broken dleisfirst re- moved, tf battens.were used erigMal*..-_oxMng mails, it any, are Wand new the Inserted. tf no'*tiainenaclNare used, the old fasterm Is removed and -the note in the undedaymem is re - B:32; =age. 2/7 ES -3748 paired with roofing cement A 12 -Inch -by -6 -inch -by -'/2 -Inch (305 mm by 152 mrrt by 12.7 mm) plywood piece Is nailed to the deck to act as a batten. The rtew the is then inserted using the plywood piece or approved the aehesive. 2.2.1.10 Severe Citmate Consideration: In areas desig- nated by the building Official as subject to rooftop accumula- tion of sand, snow or rsih driven by high winds, openings al hip, ridges and walls must be closed with metal or mortar, or approved sealant. material. In areas eubieut to severe ice build-up at the eaves, tiles must not be installed on roof slopes below 4:12 (33% slope). Roofventlletlon described in Section 1505.3 of the USC must be prpvlded. Horitontal battens must be installed on top of nominal 1 -by -4 vertical battens, to allow air flow between the roof deck and the Installed tile. Vertical battens must be installed at 12 or 16 inches (305 or 409 mm) on center, or up to 24 inches (610 mm) on center If featenedinto rafters. Horizontal battens must be minimum 1 -by -4 wood, fastened through the vertical battens. All hies are nailed through horizontal battens. in areas where basic wind speeds exceeding 8o mph (129 krrVh) exist, instarlatlon requirements of Table 15-D-2 of the UBC must be foliciwed. Underlayment application must com- ply with Table 1S -D-1 or Table 18.0-2 of the UBC, as applica- We. 22.2 Raroaling:Aappiltatfons: 2.2.2.1 General:. Reroofing shall comply with Chapter 15 and Appendix Chapter 15 of the USC. Structural data indicat- ing that the existing er ibodified roof framing system is ade- quate tosupport theadditiondlot8e roof covering, must befur- nished to the btillding otfic!al for approval. The existing roof covering mustbe inspected and.approved bythe building offi- cial as required byAppendix Chapter 15 of -the UBC. One lay- er of Type 30 felt compYng Mth-ASTM D 229, or approved equivalent undotayrlent, shall be inatd!ed on the roof prior to application of the tits. In l#eu otprovid!ng this undedaayment, the building-officlad may detsrmine that the existing roof cov- ering•provides the required.urWodayment protectlan. All for- eign matter must be deaned.from all interlocking areas, and horizontaland vertical alignmentonthe rootmust beensured. Minimum allowable roof slope 18-3:1.2 (25% slope). Detai!z of reroofing Installations not covered under this section are to be as specified under Sedon 2Z1 tar new construction. Fas- teners must be of udLient length to penetrate through the roof sheathing or a minimum of 5f4,inch (1.8.1 mm) into the structural framing, whichever Is ;ess, Wood battens are Installed In accordance with taction 2.2.1.4 of. alis report. Predrilling may be required to prevent splitting of structura! members. 2 2.2 2 Calve Praparatiori: ExIstingg roof material mustbe cut back to allow installation of a ralsedfascia board or eave riser strip, flush with the end ofihe roataheatihing, aa noted in Sec- tion 2.2.1.5. 2.2.2.3 Fl8812inM: Now plpe flashing and minimum 24-4nch- wide (610 mm), matalva<iey fleshing are irtaitalled over exist - Ing flashing. Existing chimney and wad! countertlashtng may be used ifthey areingood condition and have sufficient height to allow insertion of new•tilefleahktg, Flexdbtefleshing shall be used with pmfifedtilea. 2.22.4 OvarAta;l 9hfn":Woodbaattensar9pravlded for roof slopes above 7:12 (W.;% elope). 2.2.2.8 Over Rook. or Graved Roots: Exletlrtg roof deck is swept clean of.a8:looee rock sand gravel. One layer of mini- mum Type 40 base sheet, complying with ASTM 0 2828, Is applied to the.dec kprior to instaitadon of bad - Ions. 2228 Over Wood Mattes and,ehinglee: Existing wood shakes and shingles must be reproved and tiles installed as for new consmxctlon. 1.1. Sent Ey: PIONEER ROOFING TILE; 9093502298; Apr -26-01 8;31; Page 4!7 - Page 4 of 8 ER -3748 Application Details UnderYymm+t ovrowr or U.ww flaps Hata. AMlnaw %*Kkwbi mock, rnotsr ar raatsr's rtuatto. WwfwrWaoN r�auaed.lw \ him NO010 toes 9' reM�rwtm aovetipe AIb1mW metal �.tna..:r t(uak Bmem mWedtmlgr S12 erre soave 7:12 FIGURE 1—TYPICAL RIDGE DETAILS sPA— •vatey Ralhr rla sanona oodantl NOM Nall Z. melMdppl�aappleo be minrmrm / vetey RMhf°11�'a� rbbad Gaacw Dow NOM, kto miler bwas aro to be of sudden[ r, i to rnaYYaln own pane of elm Oleo. Ffeiafn ctneller bovda rA1 very we to foal New dna type of t". Eme durum step Wad od moM't meso m wvM1p undo pinparoee In wam aubjeot to wind VItlelq alt frim halaht mm8" W -V {JrrdMlayfnant atrf twi sown Qaaa ot under ft naAet "am buk nalm lrbnaraatadt Cdr .. W4 � sora sh"thvv ►-. uitot3reyrnem it her W vAae sumer shwa under wWlw recamrnrwsct. Urtuanayrmnt to be iaced FIGURE 2—VALLEY FLASHING Cownw K"r*p reoommsrtded In wvan vmt w areas Z saf T' a- tax. � brttaara2o9tpaal.psr. MW CAny10 ewa vA or Mta+flt b lap as lila ritbl Qedtle ItMW FIGURE 4—FLASHING ASUMMG WALL FIGURE 3—TYPICAL HIP DETAILS t4aa1 reitlt fotafda maictia 9aR tWrfYnum ar ntltar Afmrte'ttla Mlsa�Rb.trpa tw obff,u Mtr+ irtyrwaw a-etW�' Or 0iI1Q f�paMO'Jlaeditaaita FIGURE 3—fLAS1UNG 6—PIP6 VENT OTHER THRU-POOF PROJECTIONS 1tt7m cmket a ap 6aw femtad &d r wr r.tnnatt.re.dw*40mooki oftaOt+!!wmm d d mt wcd wawa r Tdmt, "aw Mkww,b b euen'lttad 14 somorf wruedn. hv5sa6v flL' m ktdudt roof Rept, pr*41 fir to ftp or dKww. Caaf w''r^fl��u�f tYa➢ 4 inch" pa — &~tw DO Aetl elft molar,"natttlo a rovkrarnt maatea «., eetrPw of ROME I}—FLASHM ArzMI.3. Sent By: PIONEER ROOFING TILE; 9093502298; Apr -26-01 8:34; Page 3!7 Paga 3 ofS ER -3748 •2.3 installation under the h7(@fn&don81 MWdfnjiCode* 4.0 FINDINGS (IBC) and the intem®tlonal Residetitfel Code`" (Ii9c): TOO VM W Installatlon of.the roofing assembly Is In accordance with sec- That the Piomer con Crete IM6110alcing roofing tiles de - lion 35074 ofthe IBC or Section R905,3 of the IRC, as appii- acribsd In thla report aompry, with the 1997 un/torm cable. -AW other conditions of Installation are as noted in Sec- BuNdfng t6de ; the :2000 fntjF 6.vvilonal Building Cadi tion 2.2 of ibis report n'®C) and the 2000inferrteeonalRasld&ntialCode (IRC), 2.4 Roofing Clasolficatlon- subject to the foffawing condltions: When.lnstalled over new construction as described in this re- 4.1 Tiles are thainufactutisdifdentifled and Installed In port -the Pioneerconcrets intellocking roofing tiles are Class accordance with this isport and the manufaotur- A roofcoverings In accordancewith UBC Section 1.504.1, IBC hr's Instructions. Section 1505.2 and IRC Section R902.1, and are noncom- 1744 bustible roof coverings in accordance with Section 1504,2 of 4.2 In jurtsdittiona enforcing the ISC, installation of the UBC. When used In reroofing'appltcations as described the roof tiles is limma to areae exposed to m" - In Sections 2.2.2:1 through 2.2.2.5 of thia report, the tiles are mum bash WOW speeds (3-eedond gust) of 100 class A roof coverings in accordance. with USC Section mites per. hour .(16.1. kmtfit) on structures having a 1504. 1, iBC Section 1510 and IRC Section R907. maximum mean roof height of 6o feet (18 288 mm). 2.3 Identification; 4.3 in juriadfctlons. enforcing the IRC, Installation of Each the Is Identified on the underside•by the name !fume or the roof tiles Is'- limfbd to areas exposed to maxi - Pioneer. Each pallet is ldenttfied by the. manwfacturer's name mum basic wind apeads P -second gust) of i 0o (Pioneer Roofing Tile, Inc.) and telephone number, and the miles per.hour (261 kWh) on sit cuwas having a evaluation report number (IC50 ES ER -3748). Additionally, maximum mean roof height of 40 feet (12 192 mm). each pallet Is stenciled with a color -coded product code and date, and the instafledweight. 4.4 'Miss .anemanufactured atthe MoneerRoofing Tile, x/3.0 EVIDENCE SUMMED inc., plants foaated in Fontana; California; Tolle - can, A!>atona; and Dixon, California. Data In accordance with the ICBG ES Acceptance Criteria for Special Roofing Systems (AC07), dated April 1999. Thi* report Is subject to WexalrttinaUon In two years. TABLE 1—R LD T" SPECIFICATiONS fauces a%*rW fax ail slopes. 0l37+ UM-W[IONT SiME TOO VM W llOROM VI[W LEHaTN lua:++s•r KIMW (�) WWtN (u,ea..> vd� ics1) REGAL -. 1744 3114 I 133!6 5.9 9.9 A� HACIENDA 171la 21(t6 13 59 9.1 1 SHAKE PRODUCTS: I I. 5yer WEST 2. Weathemd Shake 17,14 11/s 13 7.3 i 9.9 3, Shake 4.Obe world Shake SLATE. PRODUCTS: " 1. OW World Slate 2. Slate 17114 it/= 13 7.61 10.5 3. Cottage Shingle c victotim Slate ..Cf. 1 fauces a%*rW fax ail slopes. Sent By: PIONEER ROOFING TILE,- page ILE;Page 5 c4 5 Batura.nqulne r» roo} tmpat:btiowS:t2 end. �mava•rt2, 9093502298; Apr -26-01 8:35; Page 5/7 ER -3748 Application Details — Rldpe sellar I11 FWas 2 x 3 Masuid am 2 i 41 FIG1JRE >3—TYPICAL RIDGE AND GAE" END i Minimum Typo ao r� uroer�+�eyyrnant aunp►yinp ,.� � ala a•9TM b ate �r r Cau411r R � /!/t Pak to eedam m fib 2. filer. muff -old ows over or under oN dopa neiiw. � L geftr �• Tie bow" 7;=Z; vrti" eounes Soad NwWriM FIGURE 7-1WALL4TION AT EAVES AND 79ELD ^^'lp° d+"a'uaaort `°°"i`°d ~�- Rekedhnde FIGURE $--VALLEY FLASHING /l M Do not -IM Imp erMurp. vmect mmoomv, an o�erleppiny taoa+. �Ipt cart lla 9voea a aoltrirtinp tNa NeN eaeene eqvu(raa 1!12 a"ft "1111,16not ae crWowea�rtrt2 9w nuWtp 9ti'wldaawoet . chart undr velYy - • : C "� Smtitd a. is valley Yra01fimb1daeL Aerrw regNee Ddow `//� /r/y ! � %vwp vailh a 12 end a4aw 7:12 see Dove dew r /y!% I/ r �' • \ ' ° 1. not thown. sto►waowe« saw 0een4p felt lased ptrd4h va". J:Em:zl �f i FAME FILLER STWP OR M.1 W1rAWIp roWked b filo wnd aNae. s Ott wr FASCIA 30AM WIMd(p Y+ateYed Y chows aver w WWW nip rally. Ctd ON tep d save vatVy swab 10 p"ToFasw Eootd pcm, In area w0►eo! q roof (p AaUer Nord B'. tatl=.p a Mm". yr a� tbpas Ices coal �; S 2 f10i reaannatrldid. OraA attd.nebsura FIGURE 10 --TYPICAL HIP DETAILS FIGURE 11 --VENT FLASHING � . WdwirYrnerot / ®aBarta �'4 J i� j:' .7> ' 3! 4, - TABLE 15-IM-900MG TILE APPLICATIGNI FOR ALL M&S—JCID+t[!� I in 4;ww =u a mkdmm of two Ememem per tile are mWirW- 210 an= dc4m[ed by die boudims official as bcb;g SubjW to repeated wind velocities to excess orso miles per hour (129 km&) or tubers the roof height exceeds 40 feet V2 192 mm) above grade, all fitot &W be au&hod as lbilbim I The beads of an files sha be Wed - 2 -2 11aa noses of all cave course filet SW be fastmom *i1h approved clips. " 'AJ1 rake tiks aWl be nailed with two mails. 2.4 The som of all ridge, hip and rake dks shall be so in i bead of appmYed rwfcT`s mastic. 3iD snow amu a wirAmom of two fuwam per tUe are reqw4ed, or battem and urte fastener. 'OU 3kPCS over 24 unita ycatiW in 12 uiWtr, bUizDatal (200% clope)6 the nose end of all tiles shall he mrmmly fostered. TABLE 15-0 2 --CLAY OR CONCAM R00FINQ TILE APPLICATION WYERLIDCKMG TH.E. WITIM PROJECTING ANCHOR LUGS-4MI&WU ROOF SLOPE 4 UNITV VERTICAL IN V UNITS HORIZONTAL P33% MW) FIDOFft0ft' Ft=FSLGPE2 -V1RrCALr,&W M11MMAL ,F L IN n ubm rQW 40 W A, (M MWQI T9 ROOFGUW93UWMVNWUCALIM12(PMMDMUMWAL Spwmd 4trudand Awathiog boards or soled roof shmathins, 'AL In chnuft areas "W W vvind- fastener per tile.. Ma tile VAthoul "e-Mical laps, two Two f&4zr4n per Ok- 041y am is on glepts of 7 ex"Mang fimm to Cava up the mf to line 24 kirb" (610 rum) Ind& rho exterior wall rW of de hinhrL% two layers of the fadc"M per tile. wits wer4cal PD 12 irsita, harizoew (M3% blopid) ad leas For qmcvdMved rthdoced membra For 8olld shtodng, oyff heavy4hayfaft or Type 3D kh hffd 2 for On whh Wn&d wejW exem dLug 7.5 pornxis' sure foot (36A kgh%12) having ti width no xrezw= 16 inches (5110I y and 6 ivcbm (153 mm) verfically. imichw (406 om).4 4. rik headlap 3 inch" (16.2 ) MimiuML 5. f1mbing Per Sectivus 1508.4 sad I". I in 4;ww =u a mkdmm of two Ememem per tile are mWirW- 210 an= dc4m[ed by die boudims official as bcb;g SubjW to repeated wind velocities to excess orso miles per hour (129 km&) or tubers the roof height exceeds 40 feet V2 192 mm) above grade, all fitot &W be au&hod as lbilbim I The beads of an files sha be Wed - 2 -2 11aa noses of all cave course filet SW be fastmom *i1h approved clips. " 'AJ1 rake tiks aWl be nailed with two mails. 2.4 The som of all ridge, hip and rake dks shall be so in i bead of appmYed rwfcT`s mastic. 3iD snow amu a wirAmom of two fuwam per tUe are reqw4ed, or battem and urte fastener. 'OU 3kPCS over 24 unita ycatiW in 12 uiWtr, bUizDatal (200% clope)6 the nose end of all tiles shall he mrmmly fostered. TABLE 15-0 2 --CLAY OR CONCAM R00FINQ TILE APPLICATION WYERLIDCKMG TH.E. WITIM PROJECTING ANCHOR LUGS-4MI&WU ROOF SLOPE 4 UNITV VERTICAL IN V UNITS HORIZONTAL P33% MW) FIDOFft0ft' SUNITS-Ve"TWAILDA12tNWIS MOREMWFAL P&S%S"ANDOVER 1. Dack MqViremmu Spwmd 4trudand Awathiog boards or soled roof shmathins, 2. Uederlxyroeaa In chnuft areas "W W vvind- Sefid sheathing ove Payer offylw. 30 relf lapped 2 kwl= (51 ton!) harkorully and 6 MCI" (153 am) Ycrti"lly, except 69 &IM wow. ruo( ice on Veew ex"Mang fimm to Cava up the mf to line 24 kirb" (610 rum) Ind& rho exterior wall rW of de hinhrL% two layers of the 'RiM V*QU 03 ShOWU iG FICUM =dmbywcal SW he applied slongle fashion and sold MMVW U*Etbn wlib &Waved cemeoft UMMI. 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(°dols 96£'BS) pM-" Upw Z 1 al p Mn. s3!u9 L -&p -j 9urpmap Ml os m pautbai art ==oq ltlae—H '(a14 118'9 61 MJ) imu Ii'2a q £80'4 aal�elur,oq cads aHI alassow to f xy aUe 8unlae3»/ ssn .tl sa+a�pa1M '8u!ipoo4s liE and 9uol ov)o s' av gXrsonp m (— 60Ww zuupsqc m pwwm ap mm llm w q?Itloua aq 1t4awaomRd '91 mistalt] EZ Jo �ali»ncbai ayl Ip!at dp�noi iltgs ssxngssd T q (slat 6,L) y:mt 9I/s a8t11 l l "Cly "a 9-1 wu glvu pRt!t:3111DU-03 —tj f0 ad4j 1J�37A4IV £ .�_ tow oan (-apg %4vd lvammb 0m aw it N!'P/'xw3A smin s WON low i o= (�wjoo"edW %lriM)'1M1MZMH 11 11) E L NI 1V7ii!<3A 9 UNE113d0 TS 3O0H w a anma Hl— an -I MoHoNV DWL*aCOIW HMS 3 -ILL aNl)fOO 3Ua NOLLV--I ddW 3-11 E3ti1AWN 3L31i'OMW NO AV -M -41"I 3"MV' z 0 H Y y m• ��i Information /r ®To Build On Engineering • Consulting • Testing REPORT OF FIELD COMPACTION TESTS TESTED FOR: BRAUCKMANN, INC PROJECT:, 78-175 CALLS CADIZ PO BOX 517 LA QUIN: LA QUINTA, CA 92253 DATE: May 17, 2001 OUR REPORT NO.: 073-10137-2 TEST DATA: (1) Fine silty. sand. OPT. MOIST. = 11.59.- MAXIMUM 1.5% TEST NO. TEST DEPTH ELEVATION SOIL ID NUMBER MAXIMUM LAB DRY t DENSITY WATER CONTENT WET DENSITY DENSITY PERCENT COMPACTION COMMENTS' Spec. 90% Min 1 811 FG 1 110.0 6.2 113.2 106.6 96.9 1 - A 2 8" FG 1 110.0 9.9 115.0 104.6 95.1 1 - A 3 811 FG 1 110.0 7.7 117.2 108.8 98.9 1 - A 4 811 FG 1 110.0 10.2 120.8 109.6 99.6 1 - A i F TEST LOCATION: Building pad. 1 NE corner. 2 SE corner. 3 NW corner. 4 SW corner. NOTES: TESTS PERFORMED PER ASTM D2922-96 8 ASTM D3017-96 *COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS DENSITIES SHOWN: Lbs. per cubic foot 2. BACKFILL B. PERCENT COMPACTION DOES NOT COMPLY WATER CONTENT: Percent of dry weight3. BASE COURSE WITH SPECIFICATIONS PERCENT COMPACTION: Based on maximum dry 4. SUBBASE C. RETEST OF PREVIOUS TEST density obtained on sample indicated by 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS soil ID number.6. OTHER E. MOISTURE BELOW SPECIFICATIONS * (1) ASTM D-1557, Procedure A TEST INSTRUMENT: STANDARD COUNT M: D: REMARKS: PSI did not monitor the material placement. ADJUSTMENT DATA M: D: Respectfully submitted, TECHNICIAN: Vinnie De Souza Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 42-240 Green Way, Suite C • Palm Desert, CA 92211 • Phone 760/341-5790 • Fax 760/341-5794 PSI A-100-2 (4)F Certificate of Occupancy City of La. Quinta Building and Safety Department This ' Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS: Use Classification: SINGLE FAMILY DWELLING 78-175 CALLE CADIZ Occupancy Group: R-3 Type of Construction: Owner of Building: MIKE & JULIE BRAUCKMAN ro-u% Building Official VN Bldg. Permit No.: Land Use Zone: 0105-169 RL Address: PO BOX 517 City: LA QUINTA CA 92253 By: KIRK KIRKLAND Date: DECEMBER 19, 2001 POST IN A CONSPICUOUS PLACE IMPORTANT NOTICE OTI CE GALL BEFORE YOU DIG SW 424 OF PC WKWAOT 9w fs ,~~~;AIRY ►I Ri ff lifLp fiK' U/Aff fiWNo��SE7f��}lefAli-Pr TOIL ;Rff I -]-d 2/7 "L 6 7iICJ NDW Mrs & TogE a 0c GRAPHIC SCALE 10 s0 ( rN FEET ) 1 inch = 10 tt e9 40 CA D Z C L 1 tl ',—EXIS ON CURS r �. ---- ----------------------------- # --- -- ------ - ---- --- - '1�4°,� _EX15T. ROLLA_C1 -- ---- --- --------- '- - -' v -- ---� - Y -- --- -------------------- -rr �-___�_�__-___�- ---- - ,--_ ,____ 1• V r - £XlST" WA rE R METEp 4) Rlw 0 HYD. 4 _ ti L 0.01 (10�4i4 ' { G I . 20' BlIIiOING ST k 11 y, r F.G. 4' I I I ' ` `z LOWEST I,+ ITABLE 5�1I 10j F, F. ELEVA 1! �.r 3 11 EX1$r 3.5' HIGH MASONRY WALL CIE t 4t CONST. 2� 1 F(LL .SLOP ON ADJACENT ' PROPERTY ONLY AFTER OR? -AIMING � � a OWNERS PERm15SION � ' 4 • c^ LV 00 F 102•1. 1 r _ 4 • EIS`. RESIDENCE VA CAN 7- F F. (100. 5 + 4 S I r ' FC, IG1 ��Isr. GRADE 1pO.D 11 r s J EXIST. GI�AAE 1• 1 w� �'`, I t 1 PROP, GRADE 1 � I j EXIST OLEANDERS tn CONST. 6' HIGH MASONRY WALL PER C.L.Q. STANDARDS I 01.2 EXIST 6' Nli;R AfASONRr WALL t {' 0. 6N 01 ! 0.69 :lT'1i!'#'l:l#! 1. ALL GRALNNG TO 8E GONE IN ACCORVANCE WITH 7-HE CITY OF LA O1IM7A GRAOiNG ORDIIMIA►VCE. CALL£ TAMPIG`O 2. rMIS PLAN IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A GRADING PERMIT 94SE-D ON THIS PLAN DOES N07 COMSTITUrE APPROVAL OF DRIVEWAY LOCATIONS ARID SIZES, PARKINL: L-AYCUr, BUILDING L=4rlft WALL HE1GH S AND LOCAnONS, OFF -SITE ORAIINAG£ FACILITIES oR ornER 1rEors Nor RELATED r0 rHE a4slc cR,A01NG L7PERATIom OOP P� J. A LErrER OF CERTIFICATION FROM THE ENGINEER-OF-WONK STATING rRE rNE GRADffi ' HAS BEEN COMPLETEO PER THE APPROVED PI -AN, AND .A COMPACTION PCPORT FROM A SOILS E-NWVEER ON ALL F7LL A8EAS ARE �PF041/A*FD PRIOR ?D Tf�+E 8l1ILOIAIG PEIPMI? fSSfl�INLE. 95X COMPACTION R1'QU17E0 IN BUILDING AREA. SITE L 4. ALL WALLS SHOWN ON THESE PLANS ,SHALL 9E APPROVED BY rxF DEPARTMENT OF C'OMMUNIrY DEMOPMENT, ISSUED A SEPERArC PERMIT AND BE INSPECTED BY THE OEPARTMCNT AVENIDA LA FONDA OF BUILDING ANO S.AFErY. THOSE WALLS SHOWN AS REMINiNG WALLS SHALL BE CONSTRUCTED _ TO THE CITY OF LA QUINTA RETAINING WALL STANZ)ARD.S OR 8f .SUPPORTED &Y ENGINEERING p L CALCULATIONS ANO DET,A&S, 5 THE ENGINEER -Or RECORD SHALL BE NOTIFIED WHIN COMSTRUCrION HAS COMMENCED. 6. IN THE EVENT OF DISCREPANCIES ANDIOR DE VIA ROWS ARISING DURING CONSrROCTION, T,YE E'NCINEE"R-OF-WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION [`'� �•+1 AND REVISING THE PLAINS FOR APPROVAL BY THE' DEPARrME T OF PURUC WOKS, AL?I,Z " c-4 c Lti } C L T, THE CONTR,ACrOR SHALL BE RESRaYSIBL.E FOR ALL OAMAGES TO O -SITE, OFF -SITE AND ADJACENT UTILITIES, FACILITIES AND PROPFRUES A VENiD.A :— NUESTRA 8, THE CONYRACTOI4 SMALL rAKC ALL NEOL"S'SARY' AND PROPCR PRECAIIr"NS rO PROTECT ADJACENT PROPEIPrr OWMCRS rM OM ANY` .AND ALL DAMA&F rHAr SHAY OCCUR FROM STORM q � WATER RUNDfF ANDIOR DEPOS1770N OF DEBRIS RESULANG FROM ANY AND ,ALL WORK IN CO JUt1►CT10N WITH CONSTROCRON OF THESE GRADING PLANS. SHALL NOrIFY rHE DFPARrMENjr OFBLIC WORKS (IBD) 777-7000 P Ar LEAST 24 OUR5 PRIOR TO COMMENCING AMY WORD 10. rNE CONTRACTOR .SHALL 9E RESPONSIBLE FOR rH£ LOCATION AND PROrLrCrION OF ALL VTITLIrIES. MR THE" LOCATION OF U DERC'ROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CAU rr } }rv►VAR ■ VICIN aF r SOUTHERN CALIF4RMW EDISON COJ4FANr 1-800-227--2600 NOT rO SCALE SOUrNERN CALIFORNM GAS" COMPANY 1-800-227-2600 VT RIION 1 -800-22T-2600 COACHELLA VOLLEY A'ATER DISTRICTTSD J98-2651 MEDIA ONE (CABLE T,M!) (780) ,T40-1512 EXT, 281 11. ALL PROPERTY CORNER MONUMENTS SHALL Nor RE DISrumw BY we GRADING oPcPAnOIN AND RELATED WORK. ANY MONUMENT WHICH THE CONTRACFOR ANTICIPATES DISTURBING SHALT BE LOCH FEO AV0 REFERENCED 8Y A LfCtoV5ED LAoVO .5VRVEYOR OR A CI11L FIVGIIYEER AUTHOP— ?ZED TO PRACTICE LAND SURYEfi7NG. ALL MONUMENTS 4015TURMW OR REM04-0 SHALL. RC !RESET 9Y' A LICENSED LAND SURVEYOR, OR A CIVIL ENGINEER ALITHORI,ZEO rO PRACTICE LAND SURVriING, AT rHE CONTRACTORS EXPENSE. 12, TI#SE PLANS MAY BE, SU8JECr FO R"IEW AMC OR RfWSION BY THE CITY OF LA QUANTA DEPARTOENT OF P(IBL}C WORKS IF CONSrRUCT16W WAS NOT COS 00dENL'"ED WITHIN 12 MONTHS FROM THE GATE OF APPROVAL 8Y TWE DIRECTOR OF PUBLIC WORKS. j NDTE.- { 1 HIGHEST EXIST. GROUND ON SUBJECT PROPERTY, ORIOINAI NATURAL GROUNO ESTIMA7TO TO 8E 0.5' LOWER rHAN THIS ELFVA TIOh! PRZ POSED F. r. TO 8E 1- 1' HIIGHIER rHAm rNIs EXISTING GROUND ELEV. � L POI . L. O T 9� TR. S470I 1 Val CANT W r rT PUR aSM over, CaVn"CTCMr rs flE3P6W"ftr FW hYS ORW # R E Vi Si Doi S Rfspcwswsa Fry 14JLr 1fa%6 or rrf 1"CIE srsrar mmy Jiir A ESS FA%W AAfr ANO ALL err ffEAi ON AL mrf ,7fi ME ' P �_ � i � i! �-�rs�� i►�rr--} r--� 1 ��� ! �� r.�r � .�rrr 4 � 4 �� r I I f i�I•i I'► � —'.III. I f,i ll. ! rELE.-_(JBQ) 323-4573 FAX. (760) 32.3-2690 EMAIL: L54152*msh. coal PREPARED UNDER THE SUPERVISION OF: PETER G. RINGEIS E1{P- 3/31 APPROVED BY: I I LEGEND F.F. INDICA 1175 FINISHED FL ODR / INDICATES FROPERT)' LINE T. C. INDICA TES TOP OF CLiRB F. L. INDICArfS FLOW LINE F. G. INDICA rE.S FINISHED GRADE F.S. INDICA TES FINISHED SURFACE H.P. INDIGO TES HIGH POINT 6.9, INDICA TFS GRADF BREAD RfW INDICA TES RIGHT- OF RYA K (700.5) INDICATES EXISTING ELEVA TION 101.90 INDICA TES PROPDSFD ELEVA TION BENCHMARK: TOP OF CURB 0 NORTHERLY PROLONGATION DATE OF WESTERL r PROPERTY LINE. E-LEVATION; 100.90 (ASSUMED). R.C.E. ExP, DATE F77 I" — 10' 1 "T�: APRIL 2001 i9RAUCKMAIViV INC. CIO t E"NDE4 VE-IV TURF-S, INC. P.O. BOX 450 LA QU 11VTA, CA. 92253 (760) 564-1865 PROJECTADL E,S . 78-175 CALLS C DIZ A SESSCR S PARCEL NO. 769— f O6-004 EARTHWORK ANTrES CUT: 0 C. Y. FILL. 590 C. Y. (NOT INCLUDING COMPACRON, SHRINKAGE OR SURFIVENCE) IN THE CITY OF LA CLIINTA GRADING PLAIN IL 7 �h E EAJ4l1L Y RESIDENCE L O7' 5, RLOCK 5, D -sERr cL ua TRAC F UNIT NO. 1 PER U.S. 19175, O.R. IN SECTION 1, TOWNSHIP 6 "SOUTH, RANGE 6 CAS7-, -5 R. A'1. SHEET NO. OF --L— SHEETS FOR: k o, L EIVOFI 410,