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Bldg Permit 06-2051 (SFD). P.O. BOX 1504 78-495 ,CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 4 se.giadArk BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 06-00002051 Property Address: 57865 ROSEWOOD CT APN: 762-240-011-13-32279.- Application description: DWELLING - SINGLE FAMILY DETACHED Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: - 208902 - Applicant: rchitect or Engineer: VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: STANDARD PACIFIC COACHELLA VLY 15326 ALTON PKWY IRVINE, CA 92618 (949)789-16QQ Contractor: STANDARD PACIFIC CO 15326 ALTON PKWY IRVINE, CA 92618 (949)789-1600 LiC. No.: 641665 Date: 8/11/06 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 Division 3 of the Business art sionals Code, and my License is in full force and effect. License Class: B / License No.: 641665 ate: ractor: // OWN' --B DER DE el I hereby affirm under penalty of perjury that') 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 applicantfor 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 155001.: ( I I, as owner ofthe 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 I I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: N (P 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. /41 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 SEA BRIGHT- INS Policy Number BB1060237 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 shalt art w h comply 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 (5100,000). 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 ounty ordinances and s ate laws relating to building constr ion, and hereby authorize representatives of t cour)ty to anter upon above -mentioned property for purposes. fet ' nature (Applicant or Agent): LQPERMIT _.n Application.Number • 06.-00002051 Permit Additional desc . Permit Fee .Issue. Date Expiration Date . BUILDING PERMIT 1021.00 2/07/07 Qty Unit Charge Per BASE FEE. 109.00 3.5000 THOU BLDG 100,001-500,000 Plan Check Fee . Valuation . . 663.65 208902 Extension 639,50 381.50 Permit MECHANICAL Additional desc . Permit Fee . . 101.00 Plan Check Fee . 25.25 Issue Date . . . Valuation . 0 E::piration.Date . 2/07/07 Qty Unit Charge Per Extension' BASE FEE 15.00 2.00 9.0000 EA MECH FURNACE <=100K 18.00 2.00 9.0000.EA MECH B/C <=3HP/100K BTU 18.00 6.00 6.5000 EA MECH VENT.FAN 39.00 1.00 11.0000 EA MECH DOMESTIC INCINERATOR 11.00 Permit ELEC-NEW RESIDENTIAL Additional desc Permit Fee . . . 146.32 . Plan Check Fee . 36.58 Issue Date . . Valuation 0 Expiration Date 2/07/07 Qty Unit Charge •Per .Extension BASE FEE. • 15.00 3380.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 118.30 651.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL .13.02 Permit PLUMBING Additional desc Permit Fee . 191.25 Issue Date . Expiration Date 2/07/07 Qty. Unit Charge Per • Plan Check Fee . . 47.81 Valuation . • 0 BASE FEE 20.0.0 6.0000 EA • PLB FIXTURE 1.00 15.0000 EA PLB BUILDING SEWER Extension 15.00 120.00 15.00 LQPERMIT . Application Number. Permit PLUMBING Qty 1.00 1.00 1.00 9.00 1.00 Unit Charge 7.5000 3.0000 9.0000 .7500 15.0000 06-00002051 Per EA PLB WATER HEATER/VENT EA 'PLB WATER INST/ALT/REP EA PLB LAWN SPRINKLER SYSTEM EA PLB GAS PIPE >=5 EA PLB GAS METER Extension 7.50.7 3.00' 9.00 6.75 15.00 Permit'GRADING PERMIT Additional,desc Permit Fee . 15.00 Issue Date Valuation . . Expiration Date 2/07/.07 Qty Unit.Charge Per' BASE FEE Plan Check Fee . . .00 0 Extension 15.00 • Special Notes and Comments SFD - LOT 13, PLAN 1SC;•3380 SF. PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2001 CBC, CMC, CPC, 2004 CEC, 2005 ENERGY CODES. Other Fees Fee summary Charged Permit Fee Total Plan Check Total .Other Fee Total Grand Total - 1474.57 773.29 3805.51 6053.37 ART IN PUBLIC PLACES-RES DIF COMMUNITY CENTERS-RES DIF CIVIC CENTER - RES ENERGY REVIEW FEE DIF. FIRE PROTECTION-RES GRADING PLAN CHECK FEE DIF'LIBRARIES - RES DIF PARK MAINT FAC - RES DIF PARKS/REC - RES • STRONG MOTION (SMI) - RES DIF, STREET MAINT FAC-RES DIF TRANSPORTATION - RES Paid Credited .00 250.00 .00 250.00 .00 .00 .00 .00 22,25 74.00 480.00 66.37 140.00 .00 355.00 22.00 892.00 • 20.89 67.00. 1666.00 Due 1474.57 523.29 3805.51 5803.37 LQPERMIT MAR-23-2007 12:52 From: 15629460026 • To:Standard Pacific P.2'4 (� )� • ('unlluunu„ Inap('r„,.. & Medr•IIr h •i-raing Est-,..7:.• 'i." ....7. Ty; • -it ' :0, •.:: :41,1!: #. 41,1b. ' 111!hb • .41.6 Alihy. 411,6. 11!' . Inspection & 'Testing, Inc. March 21, 2007 441 Commercial W;iy. La Ha(ra. ('A.9063 t •(r 1 G8 . (562)941•2q4)-(7141.52e'-8441 FAX (5621'MG-(X)2( Richard Standard Para&c Homes Re: • Palo Verde Acting upon your request, Southwest Inspection and Testing, Inc. made 2 site visits, once to perform a pachomctcr test 'on lots to verify placement ofrebar in existing slab on grade and second to core drill above mentioned slab on grade to verify slab thickness. Included are the daily reports that reflect the results of both visits. Lot # 79-13 57-865 Rosc ood Gt: pertnil # 06-2051 Cote 1 6.5 " Core 2- 5" Rcbar in footing 1 top and 1 bottom approx. 4" fr(mi outside face of footing in 2 larcations, Rebar in slab at uppiux. 16" on center each way 2" from top of slab tested in 4 locations. Lot # 79-14 57-895 Rosewood Ct. Permit # 06-2052 Core l . 5.75" Core 2 5" Rebar in footing 1 top and 1 bnttom approx. 4" from outside face of footing in 2 locations. Rebar in slab at approx. 16" an center each way 2" from top of slab tested in 4 locations: Lot # 79-15 57-955 Roscwood Q. Permit # 06-2053 " Core 1 5" Core 2 5.5" Rcbar in footing l top and 1 bottom approx. 4" from outside face of footing in 2 locations. Reber in slab at approx. 16" on center each way 2" from top of slab tested in 4 locations. If you should have any further questions or comments, please call us at 562 941-2990 Thank You, Jt#f W: Dresncr lnspection Supervisor SWIT PAGE 214"RCVD AT 31237200112:47:01 PM [Pacific Daylight Time)"SVR:S90A101911"DNIS:3486"CSID:1562946%26"DURATION (mmss):0144 .• ENGINEERING,. INC. structural consulting and design Pe g ;T* G Zo€ / January 3, 2007 Standard Pacific of Coachella Valley PMB #303 1717 E Vista Chino Rd, Ste A7 Palm Springs, CA 92262 ATTN: Christopher Hayes RE: Palo Verde Structural Observation Models: Lots 13-1SC, 14-2SCR, 15HR Dear Christopher, In accordance with your request our office performed a site observation of the Palo Verd. project in order to observe the framing to date of the above mentioned lots and have found them in general conformance with the plans. The site visit consisted of a walk through observation of the construction that was visible. No dismantling of construction or testing was performed to verify construction that was not readily visible. The observation does not relieve the contractor and builder from making sure that the construction conforms to the city approved construction documents. If you should have any questions, please contact this office. Sincerely, Richard G. Freitas, P.E. President 471 W. Lambert Road, Suite 105 Brea, Calrforliip. 92821 phone (714)256:2722'• fax (714)256.9182 STANDARD PACIFIC HOMES February 06, 2007 R off. pi • 144 5?I - SRS Mr. R "Kirk" Kirkland Senior Building Inspector City of La Quinta P.O. Box 1504 78-450 Avenida La Fonda.. La,Quinta,. CA.92.247-1504, RE: Tract 32279 Model Slabs (Lots 13. 14, 15) Dear Mr. Kirkland: This purpose of this letter is to discuss the history of the pour of the model slabs at tract 32279 (Palo Verde), and propose a resolution that will satisfy the City of LA Quinta Building and Safety Department related to the missing pre -slab inspection record / signatures. The background to the pre -slab inspection is as follows. Standard Pacific scheduled a footing inspection for the model lots, which the City shows record of and approval.The slabs were poured under the supervision of a deputy inspector using a monolithic technique. The Construction Manager, Chris Hayes, was covering twomodel complexes at the time, and has placed slabs in many neighborhoods that were post tension, monolithic pours, which is why one inspection was called instead of two. The building cards were lost after theplumbing inspection by the contracted plumber, and were re- issued. This re -issue process occurred at or about the time of the footing / pre -slab inspection. Standard Pacific contends that the footing inspection was a footing, and pre - slab inspection witnessed by Steve Willett, who is no longer with the City. In an attempt to gain anadditional perspective, Standard Pacific has left voice mails on Mr. Willett's personal cell phone, but to date, has not received a call back. That said, the City of LA Quinta does not show a record of a pre -slab inspection. Standard Pacific is a leading home builder with high integrity, and would not intentionally by-pass an inspection process, and strongly desires to resolve this issue in a timely manor to the satisfaction of the City. Southern California — Coachella Valley Division PMB #303, 1717 E-Vista Chino Rd, Ste A7, Palm Springs, CA 92262 .I TEL 760.699.6200. FAX 760.699.6207 .I www.standardpacifichomes.com Making Yon Right At Howe' • STANDARD PACIfic'HOMES Since the City shows a record of an approval on the footings, the area in question is related to the slab only. Standard Pacific proposes to X-ray the each one of the model slabs in a random location in order to demonstrate that the rebar reinforcement is in substantial conformance with the engineering drawings drafted by the structural engineer of record. Additionally, a core sample can be taken at a random location in each model slab in order to confirm the slab: thickness is in conformance -with the approved plans. -This proposal has been discussed with RGF Engineering, the engineer who drafted the structural drawings for this neighborhood, and they are in agreement that these steps will demonstrate conformance with the plans, and will write a letter to that effectpending the results of this proposal. They will also review the load tickets, deputy inspection report, and concrete placement location map as part of their review. If the Cityis in agreement with this proposal, Standard Pacific will hire a third party to perform these tests in a timely manor. In order to maintain schedule, Standard Pacific requests the City allow construction and inspections to continue during the testing process at its own risk, as it is critical to open the models in the peak season. If the City -is in agreement, with this proposal, or has an alternate solution please contact me, as we desire to resolve this as soon as possible. I. can be reached via email at broper@stanpac.com, by cell. at (949) 933-9078, or at the address on the letterhead. Thank you, Bob Roper Vice President of Operations Cc. Mr. Dave Gatica Ms. Rosie Lara Southern California — Coachella Valley Division PMB #303, 1717 E Vista Chino Rd, Ste A7, Palm Springs, CA 92262 I: TEL 760.699.6200 I FAX 760.699.6207 www.standardpacifichomes.com Making You Right At Hoene' 11 t a 3'- "3'-0" MIN GAS & ELEC. LINE PLAN 3C "SPANISH COLONIAL" 36" (914) Gas BBQ Grills MODELS BBQ242B1 / BBQ242C /BBQ3661 /BBQ36C Model BB0242B1 Mode BBQ242C Model B13036131 Model B8Q36C Porcelain coated' grill grates Rotisserie motor Gas control knob Pull-out drip tray Ignition button Wolf 36" (914) gas BBQ grills are available in natural or LP gas. They are offered as built-in (Bp or free-standing cart (C) models. The model number followed by (-LP) denotes an LP gas model. Dimensions in parentheses are in millimeters unless otherwise specified. 7/06 Infrared rotisserie burner Two-piece hood and handle Stainless steel exterior finish . 36" (914) free-standing cart (optional) Model BB036C shown Cooking to our way of thinking, is every bit as much a performing art as music or theater. So here is our logic. When the symphony or the Shakespeare troupe moves outdoors for the festival season, the venue is more casual than usual, but the performance loses nothing in terms of artistry. Why can't cooking be the same way? With Wolf they are. Wolf gas BBQ grills are, like their kitchen counterparts, precision instruments. Let Wolf, the corporate companion and kitchen soul mate of Sub -Zero, fuel your passion for cooking. PROPERTY LINE BUILT-IN BBQ PER / DETAIL 'A', LD-4 1 EXTENT OF BBQ FOOTING. 8" BEYOND FACE OF BBQ - ALL SIDES GAG UN 5Ibeu POOL EQUIPMENT • PLAN 2',B "DESERT CHIC" It. A 48" (1219) Gas BBQ Grills MODELS BBQ362BI / BBQ362C / BBQ48BI / BBQ48C Model BBQ362BI Model BB0.362C Model BB0489 Model BBQ48C Stainless steel exterior finish .„. Porcelain coated grill grates Rotisserie motor Gas control -- knob Pull-out drip tray ignition button $.• Wolf 48" (1219) gas BBO grills are available In natural or LP gas. They are offered as built-in (BO or free-standing cart (C) models. The model number followed by (-LP) denotes an LP gas model. Dimensions in parentheses are in millimeters unless otherwise specified. 7/06 Infrared rotisserie burner Two-piece hood and handle Step-up side burners (optional) Fold down plate shelf 48" (1219) free-standing cart (optional) Model BB0.362C shown Cooking to our way of thinking, is every bit as much a performing art as music or theater. So here is our logic. When the symphony or the Shakespeare troupe moves outdoors for the festival season, the venue is more casual than usual, but the performance loses nothing in terms of artistry. Why can't cooking be the same way? With Wolf they are. Wolf gas BBQ grills are, like their kitchen counterparts, precision instruments. Let Wolf, the corporate companion and kitchen soul mate of Sub -Zero, fuel your passion for cooking. 1 GA 1.10;e s12-b.0 P6P— 3Tu3 Aotp vasTatt60 pia CD(‘ (S__Lbtrobp -tf kajtV0bg. t.13) IJ PLAN 1B "URBAN DESERT" III I1J1 LtIJ rr,j 1.1ffiti annmg ,Informattort 48" (1219) Gas BBQ Grills MODELS BBQ362BI / BBQ362C / BBQ48BI / BBQ48C FEATURES Natural or LP gas units Built-in (BI) or free-standing cart (C) models Heavy duty 18-gauge stainless steel construction with classic stainless steel exterior finish 10,000 Btu/hr (2.9 kW) stainless steel grill burners and 9000 Btu/hr (2.6 kW) infrared burners Optional 16,000 Btu/hr (4.7 kW) step-up cast iron side burners (Models BBQ362BI and BBQ362C) Push button battery powered ignition OVERALL DIMENSIONS V 36" (914) 48" (1219) OVERALL WIDTH Dimensions may vary by ±l/s" (3). Dimensions in parentheses are in millimeters unless otherwise specified. 561/2" (1435) HEIGHT WITH 523/4" HOOD (1340) OPEN OVERALL HEIGHT EXTENT OF BBQ FOOTING. 8" BEYOND FACE OF BBQ - ALL SIDES BUILT-IN BBQ PER et. Cast iron porcelain coated grill grates t. New redesigned burner radiant plates • 115-volt rotisserie motor and infrared rear rotisserie burner • Two piece stainless steel hood and handle • LP gas models include gas regulator, hose and 5-gallon (19 L) tank ✓ Heavy-duty locking swivel casters on cart models • Scraper and protective canvas cover included • Two and five year residential warranty, along. with a limited lifetime warranty on the BBQ body and hood - exclusions apply; warranty information can be found on our website, wolfappliance.com 361/4"(92.0 TO GR LLING SURFACE 30" (762) OVERALL DEPTH 30 3/8" (771) WITH HOOD OPEN -4-- 255/8" (651) 26" (660) HEIGHT OF GRILL 263/4° (680) HEIGHT OF CART • BE10.362C ▪ 8130.362C-LP 2 PROPERTY L NE 1 I I I I 11 fl 11 12 12 12 11 11 12 12 11 El 11 12 12 12 12 36" (914) Gas BBQ Grills MODELS BB0242131 / BBQ242C /BBQ36B1 /BBQ3BC INSTALLATION NOTES • Refer to the illustrations and specifications for overall dimensions, finished rough opening dimensions and installation specifics., IMPORTANT NOTE: Safe and satisfactory oper- ation of your Wolf gas BBQ grill depends upon its proper use and installation. Minimum clear- ances to combustible surfaces must Ibe observed. Be certain the appliance is properly grounded to avoid shock hazard. I. The Wolf gas BBQ grill must be specified natural or LP gas at the time of order. The gas type cannot be converted. When choosing a portable site for your Wolf gas "'"e', gni!, &ways maintain a minimum clear- ance or 24° (610) from all four sides iltf the grill ar./ combustible surface. '/;1 t/nt choosing a permanent built.in location for yo' - Wolf gas BBQ grill, maintain minimum clearances to combustible surfaces a,s shown in the Installation illustration. IMPORTANT NOTE: In all instances, you must allow for an adequate supply of fresh air for proper combustion and ventilation. Never locate the grill in an enclosed area. • The Wolf gas BBQ grill is designed for easy placement into a built-in enclosure. For a combustible enclosure, use the Wolf approved insulated jacket and maintain minimum clear- ances to combustible surfaces as shown in the Installation illustration on page 4. • Built-in installations require a deck to support the bottom. The supporting deck and counter should be level and strong enough to support 400 lbs (181 kg). Construction is NOT PERMIT) on the following Code Holidays: New Year's Day Dr. Martin Luther. Nng Jr. Day President's Day Memorial Day Independence Day Dimensions in parentheseisdarptrxi,d. millimeters unless othet-i4M- Veteran's Day Thanksgiving Day Christmas Day 1. The Wolf gas BBQ grill requires a 110/120 V electrical supply to operate the rotisserie motor. The 6' (1.8 m) power supply cord provided with the grill is equipped with a 3-prong, grounded plug for protection against shock hazard. The service should have its own 15 amp circuit breaker. IMPORTANT NOTE: A ground fault circuit interrupter (GFCI) is not recommended and may cause interruption of operation. • Wolf gas BBQ grills are designed to operate on natural gas at 5" (127) WC (water column) pressure or LP gas at 10" (254) WC pressure. The maximum gas supply pressure to the regulator should never exceed 14" (356) WC; Pa). • Wolf recommends the use of a 1/2" (13) I.D. commercial type flex hose; this is the minimum size that may be used. All plumbing to the flex hose must be 3/4" (19) minimum I.D. pipe. OffaIVT's1 El",e ate ex ernal s shut-off valve must be located near the grill in an accessible location. The Wolf gas BBQ grill functions up to 6000' (1828 m) in altitude without any adjustment. If the installation is above 6000' (1828 m), contact your Wolf dealer. / You must follow all National Electrical Code and gas regulations. In addition, be aware of local codes and ordinances when installing your services. . Refer to the installation instructions shipped with each Wolf product for detailed specifica- tions. CITY OF LA QU1NTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRU TION DA 3 BY ileita 7VKIPP.: 1.7ATJ BEFORE YOU DIG %OD SCAp ▪ JOB NUMBER SPH-601.01 ▪ PRINCIPAL IN CHARGE ROBERT BORTHWICK 13 PROJECT MANAGER KIRK KELLER 111 DRAWN J.G. / K.K. In SHEET TITLE CONSTRUCTION PLAN C SCALE 1/8" = 11-0" 11 REVISIONS SHEET LC-1 BBQ PERMIT - 03/13/07 • ' • ' , • . wwwww•Wwwww. 2.• SIDE ELEVATION BUILT-IN BBQ - PLAN 1B 3/4" = 11-0" 1 0'-0" VERIFY OPENING VERIFY OPENING 11 0 • FRONT ELEVATION C) 0 0 0 . • . • . • •. • • *. 4'-6" . • . . , • ' • • . . . . • • • • . • , .• • .. • • • • . . ' . . . • . : • . • • . • • BBQ DOOR HINGE PLAN SCALE: 1 1/2"=V-0" SECTION 0 0 co (Ds STAINLESS STEEL BBQ - TO BE SUPPLIED / SPECIFIED BY OWNER 1/4" RADIUS ALL TOP EDGES STUCCO VENEER TO MATCH ARCHITECTURE 3/4" NOTCH AT BOTTOM OF CAP - ALL SIDES POURED -IN -PLACE CONCRETE COUNTERTOP COLOR: SCOFIELD C-20 LIMESTONE FINISH: POLISHED FINISH SURFACE - SEE PLAN #4 REBAR @ 24" O.C. HORIZ. IN FOOTING STAINLESS DOORS - MODEL #251340 AVAIL. FROM BARBEQUES GALORE (800)752-3085 OR EQ CONTRACTOR TO SUPPLY GAS HOOKUP AS NECESSARY (VERIFY WITH DEVELOPER) 6" x 8" x 16" CMU - GROUT ALL CELLS SOLID #4 REBAR @ 12" O.C. EACH WAY THROUGHOUT COUNTER MORTAR FILL - FILL SOLID COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT CONCRETE FOOTING 11/2" REVEAL AT BASE OF BBQ DOOR HIN3ES AS REQUIRED #4 REBAR @ 24" O.C. VERTICAL VOID AREA IN BLOCK WORK ISOLATION JOINT AS REQUIRED ADJACENT STUCCO SEATWALL - SEE DETAIL 'E', THIS SHEET (3) #4 BARS CONTINUOUS #4 BARS HORIZ. @ 16" O.C. FINISH GRADE - SEE PLAN WONDER BOARD SUPPORT AS REQ'D 0 0 0 CAST -IN -PLACE CONCRETE CAP COLOR: TO BE SELECTED FINISH: TO BE SELECTED STUCCO ALL SIDES TO MATCH ARCHITECTURE 8" x 16" x 16" CMU BLOCK - GROUT ALL CELLS SOLID #4 VERT. BARS #4 CORNERS HOOPS @ 16" O.C. 0 NOTE: FINAL FOOTING DESIGN, REBAR SCHEDULE, CONCRETE PSI STRENGTH, ETC. TO BE PROVIDED BY PROJECT STRUCTURAL ENGINEER CONCRETE FOOTING FINISH SURFACE OF CONCRETE PAVING COMPACTED SUB -GRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATIONS 1/4" RADIUS ALL TOP EDGES 3/8" STUCCO 'C'-CHANNEL 2'-6" HIGH ACCENT PILASTER - PLAN 1B LEJ SCALE: 1" - 1'-0" PLAN / SECTION 0 BRICK CAP TYPE: TO MATCH ARCHITECTURE 0 STUCCO ALL SIDES - TO MATCH ARCHITECTURE 0 10" x 8" x 16" CMU BLOCK - GROUT ALL CELLS SOLID 0 #4 VERT. BARS @ 24" MAX O.C. ALT. BENDS IN FOOTING ® #4 HORIZONTAL (CONT.) BAR © 16" O.C. MAX VERTICALLY BRICK CAP PLAN VIEW NOTE: FINAL FOOTING DESIGN, REBAR SCHEDULE, CONCRETE PSI STRENGTH, ETC. TO BE PROVIDED BY PROJECT STRUCTURAL ENGINEER 0 CONCRETE FOOTING 0 0 0 FINISH GRADE COMPACTED SUB -GRADE PER GEOTECHNICAL SOILS REPORT LAP BARS PER SPECIFICATIONS (3) #4 BARS CONTINUOUS IN FOOTING 2'-6" HIGH ACCENT WALL - PLAN 3C SCALE: 1"-1'-0" PLAN / SECTION 0 0 0 1'-4" CAST -IN -PLACE CONCRETE CAP COLOR: TO BE SELECTED FINISH: SMOOTH/POLISHED STUCCO ALL SIDES TO MATCH ARCHITECTURE 6" x 6" x 16" CMU BLOCK GROUNT REINFORCED CELLS SOLID #4 VERT. BARS @ 24" MAX O.C. #4 HORIZONTAL (CONT.) BAR @ 16" O.C. MAX VERTICALLY CONCRETE FOOTING 1'-6" HIGH SEAT WALL SCALE: 1" - 0 FINISH SURFACE OF CONCRETE PAVING 0 COMPACTED SUB -GRADE PER GEOTECHNICAL SOILS REPORT 0 1/4" RADIUS ALL TOP EDGES 0 3/4" x 3/4" NOTCH IN BOTTOM OF CAP NOTE: FINAL FOOTING DESIGN, REBAR SCHEDULE, CONCRETE PSI STRENGTH, ETC. TO BE PROVIDED BY PROJECT STRUCTURAL ENGINEER PLAN / SECTION 0 0 0 g POURED -IN -PLACE CONCRETE CAP COLOR: TO BE SELECTED FINISH: TO BE SELECTED STUCCO - TO MATCH ARCHITECTURE 10" x 8" x 16" CMU BLOCK - GROUT ALL CELLS SOLID #4 VERT. BARS @ CORNERS #4 HORIZ. REBAR HOOPS @ 16" O.C. MAX VERTICALLY CONCRETE FOOTING FINISH GRADE COMPACTED SUB -GRADE PER GEOTECHNICAL SOILS REPORT TILE BAND (FRONT AND SIDES ONLY) - TYPE TO BE SELECTED 1" RADIUS CAP TO MATCH ADJACENT PRE -CAST SPA COPING DECORATIVE POT - TO BE SELECTED 1" SCREED CONTINUOUS AT BASE OF PODIUM NOTE: FINAL FOOTING DESIGN, REBAR SCHEDULE, CONCRETE PSI STRENGTH, ETC. TO BE PROVIDED BY PROJECT STRUCTURAL ENGINEER .11 I 1" ALL SIDES 0 0 • • 4 a • . 4 .4 • 4 • 4 4 . 44, 4 • 4 4 • A I — I T-I 11 —1 I =II I I I -8": POT PODIUM - PLAN 3C SCALE: 1" - I-0" PLAN / SECTION 0 RAISED DINING TERRACE CONCRETE PAVING - SEE PLAN 0 #3 REBAR CONTINUOUS @ 12" O.C. MAX HORIZONTAL AND VERTICAL 0 1/2" RADIUS EDGE 0 CONCRETE STEP - SEE PLAN FOR LOCATION, COLOR & FINISH. CONCRETE TYPE AND STRENGTH PER GEOTECHNICAL SOILS REPORT. 0 COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT 0 ISOLATION JOINT - SEE DETAIL 'I', LD-2 0 ADJACENT CONCRETE PAVING - SEE PLAN CONCRETE STEP - PLAN 2B 1" = 1'-0" SECTION SAWCUT SCORE JOINT SEALED ISOLATION JOINT TYPICAL PAVING JOINTS N.T.S. TROWELED SCORE JOINT TROWELED CONTRACTION JOINT SECTION SAWCUT CONTRACTION JOINT SEALED ISOLATION JOINT AT CURB 0 #4 REBAR @ 18" O.C. EACH WAY (CONTINUOUS) AND CENTERED IN SLAB 0 CONCRETE CURB PER CIVIL ENGINEER'S PLANS sos 1/8" RADIUS EDGE CONCRETE PAVING - SEE PLAN FOR FINISH & COLOR POLYURETHANE TWO-PART JOINT SEALANT PER SPECIFICATIONS OR APPROVED EQUAL. SET BELOW FINISH SURFACE. DEPTH PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO MATCH ADJACENT CONCRETE PAVING COLOR. 1/2" WIDE "COLD" JOINT - ALL SECTIONS OF PAVING ON EITHER SIDE OF THE JOINT SHALL BE "STITCHED" TOGETHER BY USE OF 18" LONG #4 DOWELS @ 18" O.C. COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT 18" LONG #4 "SPEED DOWELS" (OR APPROVED EQUAL) @ 18" O.C. BUILDING WALL / VERTICAL SURFACE 1/2" WIDE ASPHIALT IMPREGNATED FIBER EXPANSION BOARD (OR APPROVED EQUAL) TO FULL DEPTH PROVIDE BACKER ROD CONTINUOUS ALONG BUILDING WALLS FOUNDATIONS AND SLABS - SEE ALSO ITEM #17, THIS DETAIL 3/16" (PLUS OR MINUS) WIDE x 1/2" DEEP TROWELED SCOREJOINT. 1/8" RADIUS ON BOTH EDGES. WHERE JOINT IS TO ACT AS A CONTRACTION JOINT - SEE ITEM #16, THIS DETAIL, FOR ADDITIONAL CONTRACTION JOINT REQUIREMENTS los BAND FORMED BY AND BETWEEN TWO SAWCUT OR TROWELED SCORE JOINTS IF/AS APPLICABLE AND SPECIFIED ON PLAN 3/16" WIDE (PLUS OR MINUS) x 1/2" DEEP SAWCUT SCORE JOINT - LOCATE WHERE INDICATED ON PLAN. 3/16" WIDE (PLUS OR MINUS) SAWCUT CONTRACTION JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH OF CONCRETE PAVING. LOCATE CONTRACTION JOINTS SO AS TO FORM, AS NEAR AS POSSIBLE, 8 FOOT TO 12 FOOT SQUARE PAVING SECTIONS. SAWCUT JOINTS AS SOON AS POSSIBLE, BUT GENERALLY NO LATER THAN 8 TO 24 HOURS AFTER PAVING INSTALLATION AND WHILE THE CONCRETE IS STILL "PLASTIC". 3/16" WIDE TROWELED CONTRACTION JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH OF CONCRETE PAVING. LOCATE CONTRACTION JOINTS SO AS TO FORM, AS NEAR AS POSSIBLE, 8 FOOT TO 12 FOOT SQUARE PAVING SECTIONS. 1/2" WIDE SEALED ISOLATION JOINTS SHALL BE INSTALLED IN LOCATIONS WHERE PAVING ABUTS WALLS, COLUMNS, FLOOR SLABS/ STOREFRONTS, CURBS AND OTHER POINTS OF RESTRAINT INCLUDING DRAINS, MANHOLES, UTILITY BOXES/ COVERS, STEPS ETC. JOINTS SHALL INCLUDE EXPANSION BOARD, BACKERROD, AND SEALANT TO MATCH CONCRETE COLOR. FLOW CAPACITY 0-100 GPM FLOW ADJUSTMENT @ 90 GPM; SEE SHEET #8 FOR CENTER FEATURE DETAILS El I ACCESS HOLE FOR UTILITY CONNECTIONS STUBOUT CONNECTIONS (BY OTHERS) SEE SHEET #4 FOR DETAILS SECTION 'A -A' Scale: 1/2" = 1'-0" NOTES: 1.) TURNKEY FOUNTAIN BY STONEWEAR FOUNTAINS 1-800-356-3462 MODEL# C8DFA30 - CANTERBURY FOUNTAIN WITH 30" FLUTED BOWL W/ BLOSSOM JET. FINISH: SB32 2.) ADDITIONAL DETAILS & SPECIFICATIONS REQUIRED FOR FOUNTAIN INSTALLATION AS SUPPLIED BY MANUFACTURER A fU, 21-6" 4" THICK CONCRETE SLAB (3000 PSI W/ 6x6 #10 WWF) (BY OTHERS) SEE PLAN FOR FINISH SURFACE 10" COMPACTED EARTH (BY OTHERS) PREPLUMBED TO THIS POINT (CONNECTED BY OTHERS) 1/4" x 2" S.S. LEVELER LEVELER DETAIL COURTYARD FOUNTAIN AS NOTED Scale: 3" = 1'-0" SECTION 44- . w•Wriww..mwok.erwitowwww.uWww,w -JiW,*wwwWww.Www0000wPw^Wrw4.-wwwwww.e.wavtawww.w.r.ww 2'-0" SQUARE ALL SIDES 0 BRICK CAP - TO MATCH ARCHITECTURE 0 BRICK VENEER - TO MATCH ARCHITECTURE 0 8" x 16" x 16" CMU BLOCK - GROUT ALL CELLS SOLID 0 #4 VERT. BARS @ 24" MAX O.C. 0 #4 REBAR HOOPS @ 16" O.C.MAX VERTICALLY 0 CONCRETE FOOTING 0 FINISH SURFACE - SEE PLAN 0 COMPACTED SUB -GRADE PER GEOTECHNICAL SOILS REPORT 0 MORTAR 0 FINISH GRADE 0 ADJACENT STUCCO WALL W/ BRICK CAP - SEE DETAIL 'D', SHEET LD-2 BRICK CAP PLAN VIEW NOTE: FINAL FOOTING DESIGN, REBAR SCHEDULE, CONCRETE PSI STRENGTH, ETC. TO BE PROVIDED BY PROJECT STRUCTURAL ENGINEER 3'-0" HIGH BRICK PILASTER - PLAN 3C SCALE: 1" - 1I-0" SEE PLAN FOR DIMENSION 3" CLR. ALIGN 3' CLR. CI ADJACENT SURFACE - SEE CONSTRUCTION PLAN, SHEET LC-1 0 PROVIDE SOIL SEPARATING FABRIC (TYP.) CONTINUOUS ALONG EDGE, PER PAVER MANUFACTUR'S REQUIREMENTS a SLOPE TO DRAIN PER CIWIL ENGINEER'S FINE GRADING AND STREET IMPROVEMENT PLANS NATURALLY COLORED CONCRETE BAND - SEE PLAN FOR LOCATION, FINSH, AND DIMENSIONS. CONCRETE TYPE AND STRENGTH PER GEOTECIHNICAL SOILS REPORT AND PROJECT SPECIFICATIONS #4 REBAR CONTINUOUS @ 8" O.C. MAX HORIZONTAL COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT 1 Y2" SAND SETTING BED AS PER MANUFACTURERS SPECIFICATIONS AND RECOMENDATIONS PLAN / SECTION PRE -CAST CONCRETE UNIT PAVERS (60 MM MINIMUM FOR PEDESTRAIN AREAS AND 80 MM FOR VEHICULAR AREAS) - INSTALL PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS --- CRUSHED COMPACTED GRAVEL SUB -BASE PER PAVER MANUFACTURER'S SPECIFICATIONS; IN ACCORDANCE WITH PROJECT GEOTECHNICAL SOILS REPORT DIMENSION PER MANUFACTURER AND GEOTECHNICAL SOILS REPORT - BOTTOM OF CONCRETE BAND SHALL ALIGN WITH BOTTOM OF CRUSHED GRAVEL SUB -BASE 1/4" RADIUS EDGE AGGREGATE STREET BASE PER CIVIL ENGINEER'S PLANS NOTE: JOINTING SHALL BE AS LOCATED ON PLAN AND IN ACCORDANCE WITH DETAIL 'I', SHEET LD-2 CONCRETE PAVERS / BAND SECTION 2" x 8" x 16" MISSION SLUMP CAP 6" x x 16" MISSION SLUMP BLOCK AVAILABLE FROM ORCO BLOCK OR EQUAL. ALL MORTAR JOINTS TO BE RAKED. MORTAR COLOR TO MATCH BLOCK. WALL TO HAVE A SACK FINISH. COLOR TO BE SHERWIN WILLIAMS SW 20 / 30 SANDERLING (LA HABRA COLOR COAT MATCH X-81072) BOTH SIDES 'Y' DROP -IN BAR #6 STD JOINT REINFORCEMENT @ 24" O/C (3 PLACES -4 PLACES FOR 7' & 8' WALLS) PER UBC STD. 21-10. USE #5 STD. FOR SLUMP BLOCK 'X' DOWEL @ CENTER OF CMU. SEE PLAN ADJACENT PAVING SEE PLAN CITY OF LA QUINTP. BUILDING & SAFETY DEPT APPROVED FOR CONSTRUCTION NOTES: 1. CONSULT LOCAL CITY OR COUNTY BUILDING AND SAFETY DEPT. FOR SITE SPECIFIC APPROPRIATE WIND SPEED AND EXPOSURE. 2. BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH FOOTING. Construction is # 4 HORZ. 3. FOOTING MUST BE POURED INTO on the followin CONT. UNDISTURBED NATURAL SOIL OR 8" CONT. WIND DESIGN SPEED MAX. WALL HEIGHT TRENCH FOOTING DEPTH 'X' DOWEL 'Y' BAR 70 MPH EXP. C 6'-0" 2'-0" #4© 48" O/C 45" O/C - 18" CMUL I D+1'-5' 3,, #4 @ 48" O/C 45" 0/C - 18" CMU MASONRY SIDE YARD PRIVACY WALL 3/4" = 1'-0" COMPACTED FILL WITH A MIN. COMPACTION OF 90%. New Year's I:. Dr. Martin h.. President's Memorial DEi. Independena Labor Day Veteran's Thanlisgivin Christmas D SECTION 1 MI JOB NUMBER SPH-601.01 PIP 2 PRINCIPAL IN CHARGE ROBERT BORTHWICK 11 PROJECT MANAGER KIRK KELLER 0 DRAWN J.G. / K.K. LI SHEET TITLE CONSTRUCTION DETAILS Li SCALE AS SHOWN GI REVISIONS T PERMITTED ode Holidays: y er King Jr. Day y Dav e SIDE ELEVATION BUILT-IN BBQ - PLAN 3C EQUAL VERIFY OPENING EQUAL 1" ALL SIDES' FRONT ELEVATION 3/4" = 1-0" BBQ DOOR HINGE PLAN SCALE: 1 1/2"=V-0" SECTION 0 0 10 11 12 13 14 15 16 0 17 18 19 20 21 22 STAINLESS STEEL BBQ -TO BE SUPPLIED / SPECIFIED BY OWNER BULLNOSE TILE AT TOP EDGE STUCCO VENEER TO MATCH ARCHITECTURE FINISH GRADE - SEE PLAN 4" X 4" TILE BORDER WITH 4" X 4" 45° GRID TILE COUNTERTOP. TILE TO BE SELECTED FINISH SURFACE SEE PLAN #4 REBAR @ 24" O.C.HORIZ IN FOOTING WOOD ACCESS DOORS (STYLE TO MATCH ARCHITECTURE) CONTRACTOR TO SUPPLY GAS HOOKUP AS NECESSARY (VERIFY WITH DEVELOPER) 6" x 8" x 16" CMU - GROUT ALL CELLS SOLID #4 REBAR @ 12" O.C. EACH WAY THROUGHOUT COUNTER MORTAR FILL - FILL SOLID COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT CONCRETE FOOTING 1'/2' REVEAL AT BASE OF BBQ DOOR HINGES AS REQUIRED #4 REBAR @ 24" O.C. VERTICAL VOID AREA IN BLOCK WORK ISOLATION JOINT AS REQUIRED #4 BARS HORIZ. @ 16" O.C. (3) #4 BARS CONTINUOUS WONDER BOARD SUPPORT, AS REQ'D Construction is NOT PERMITTED on the following Code Holidays: New Year's Day'tiY. Dr. Martin Luther King Jr. Day President's Day Memorial Day Independence Day Labor Day Veteran's Day Thanksgiving Day Christmas Day CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DPTE_ BY LANDSCAp ® JOB NUMBER SPH-601.01 ® PRINCIPAL IN CHARGE ROBERT BORTHWICK ® PROJECT MANAGER KIRK KELLER ® DRAWN J.G. / K.K. ® SHEET TITLE CONSTRUCTION DETAILS © SCALE AS SHOWN ® REVISIONS SHEET Southwest Inspection and Testing, Inc.. 441 Commercial Way, La Habra, CA 90631 (562) 941-2990 • (714) 526-8441 • Fax (562) 946-0026 REGISTERED INSPECTORSDAILY REPORT •= 'S TSW T.Job No. jZ$O D 3-/-07 TYPE OF INSPECTION REQUIRED ■ Reinforced.Concrete v StrciCtural Steel Assembly Fire Proofing Asphalt ❑ Quality Control , ■ Post Tensioned Concrete' ■ • Other ■ Reinforced Masonry ■ Job Address'? City a -Se iti001� &c . - Job Name n� h �1C� G�• %J'7 �-cJ ; �C-. PermiCt�o_ f G� 4` Cam, .0)/I Issuedt]r9,�, . Type of Str Lure Archite !v Material Description typF.,grode urce). `X� i/Y�t S Enginee/r,//t ' 47m p /�+�.i/Ti Contractor ��j4i ��'^`"- ��G Inspector(s) Name—, �- r ` S� 1+ 1_11. J Subcontroctor TESTS PERFORMED. TYPE OF SAMPLE• .' " SLUMP..•- . • QUANTITY:.IN.SET.• 1 • ADDITIONAL .REMARKS:ON..SAMPLES • / INSPECTION SUMMARY — LOCATIONS OF WORK. INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED;. NUMBER; TYPE & IDENT: NO'S OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T..BOLTS TORQUED) CHECKED, ETC. �16:i, >V.ain ,40- /71 /44 12 rm Le'l)Di.l�' eil?n�?? • ?a 7F,Si 6��1-1 L r ForL -.S446 D.J cy/Lf�E - " QS,p-)c_ -7)e7-&---c-y 3 P20c /& '' oA, -G'1;t1�.�r e ,' Z" j .7-00 en= -tea — i}L.SO /Y /'c.' �5 F>�i?A/ 2... i n o 1,-^ GmT` LtZ /112 . er��- © 22500 ei es `f ci24kri - 0013 Dti ,69t.� ate' a orroiy f1607ze • ireMOT7A74 —. 49 T 47040/'eSs - / 7/-15 • _--�_ cs%-- D,J`-_�S�ic9dve, Or,'7 A I. ,f r-it , ' t Lr . 5 7- 9S3 d , (96 - Mr- • cG-Z'S CERTIFICATION OF COMPLIANCE 1 HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE AU. OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APP SECT OF GOVERNING BUILDING LAWS. SIGNATURE OF RE ERED SPECIALTY CONTINUED ON NEXT PAGE Q PAGE OF TIME IN 1 TIME OUT aZv I/0(30 REG. HOURS O.T. HOURS CYLINDERS 1 All inspections based on a minimum of 4 lours and over 4 hours - 8 hour minimum. Approved by Project Superint ndent NO. AGENCY WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECTOR'S COPY, GOLDENROD - JOB SITE COPY