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06-2051 (SFD)r G P.O. BOX 1504 ^' VOICE (760) 777-7012 78-495 ,CALLE TAMPICO FAX (760) 777-7011 LA QUINTA; CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/11/06 Application Number: 06-00002051 Owner: Property Address: 57865 ROSEWOOD CT STANDARD PACIFIC COACHELLA VLY APN: 762-240-011-13 -32279.- 15326 ALTON PKWY Application description: DWELLING - SINGLE FAMILY DETACHED IRVINE, CA 92618 Property Zoning: LOW DENSITY RESIDENTIAL- (949) 789-1600 Application valuation: 208902 Contractor: Applicant:.,rchjtect or Engineer: STANDARD PACIFIC CO } 15326 ALTON PKWY IRVINE, CA 92618 (949)789'-1600 AUG' 1 Lic.'No.: 641665 C17Y OF LA QUINTAa �11�►FlCE OE- -------------------------——--------------—-------------—--————---------------------—------------- 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 Businessman sionals Code, and my License is in full force and effect. Licens class: B / license No.: 641665 ate: D r� tractor. OWN -B DER DER AT t I hereby affirm under penalty of perjury thalam 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 civilpenalty of not more than five hundred dollars 15500).: (_ 1 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.). ( ) 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: _ l Lender's Address: N LQPERAIIT 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. ' _KI 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 a �whmply with those provisions. atFS e: D A ant: \ 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 ounty ordinances and ate laws relating to building contra ion, and hereby authorize representatives of cou ydtoenter upon above-mentioned property for urposes. ate: D P nature (Applicant or Agent): Application.Number . . . . . 06.-00002051 Permit . . BUILDING PERMIT Additional desc . Permit Fee . . 1021.00 Plan Check Fee 663.65 Issue'. Date Valuation 208902 Expiration Date 2/07/07 Qty Unit Charge Per Extension BASE FEE. 639.50 109.00 3.5000 --------------------------------------------------------------------------- THOU BLDG 100,001-500,000 361.50 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 Plan Check Fee 47.81 Issue Date .'. . . Valuation 0 Expiration Date 2/07/07 Qty. Unit Charge Per Extension BASE, FEE 15.00 .20.0:0 6.0000 EA PLB FIXTURE 120.00. 1.00 15.0000 EA PLB BUILDING SEWER 15.00 LQPERMIT .. 46 LQPERMIT Application Number- 06-00002051 Permit PLUMBING Qty Unit Charge Per Extension 1.00 7-.5000 EA PLB WATER HEATER/VENT 7.507 •1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 .1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00- 9.00 .7500 EA- PLB GAS PIPE >=5 6.7-5 .1.00 15.0000 EA PLB GAS METER 15.00 Permit' GRADING PERMIT Additional,desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date Valuation . . 0 Expiration Date 2/07/.07 Qty Unit.Charge Per Extension BASE FEE 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 . . . --------------------- . . . . ART IN PUBLIC PLACES -RES - 22.25 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 480.00 ENERGY REVIEW FEE 66.37 DIF FIRE PROTECTION -RES 140.00 GRADING PLAN CHECK FEE .00 DIF -LIBRARIES - RES 355.00 DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI) - RES 20.89 DIF,STREET MAINT FAC -RES 67.00. DIF TRANSPORTATION - RES 1666.00 Fee summary Charged Paid Credited Due Permit Fee Total 1474.57 .00 .00 1474.57 Plan Check Total 773.29 250.00 .00 523.29 Other Fee Total 3805.51 .00 -.00 3805.51 Grand Total 6053.37 250.00 .00 5803.37 MRR-23-2007 12:52 From: iS629460026 To=Standard Pacific P.214 t "TESTALALAALAL A&A&ALALALA& ("urrlluunrr� l,rsrtrrl.>,� Med�rir!!eT'rain�� Inspecllon K, Te•stiog, Inc. �4aI CummCni:rl W;iy.l_a H�dxa. ('A.9fN.�3!-fr168 . . (5(,_') 941.214!0 - l 7141.52ft-&W VNX (5021 940-(X)26 March 21, 2007 Richard Standard TyW& Homes Re:. Palo Verde Acting upon your request, Sodthwest Inspection and Testing, Inc, made 2 site visits, once to perform a pachometer test on lots to verify placement ofrcbar in existing slab on grade and second to core drill above me6tioned slab on grade to verify slab thickness. Included are the daily reports that reflect the results of both visits. Lot #79-13 06-20.51 Cofe 1 6.5 " CoreY 5" Rcbar in footing 1 trip and l bottom approx. 4" frrnn outside face of footing in 2 locations, Kebar in slab al upprux. 16" on center cacti way 2" from top of slab tested in 4 locations. Lot W'79-14 -57-895 Rosewood Ct. Permit # 06-2052 Care 1, 5.75" Corc 2 5" Rebar in footing 1 top and 1 MUM approx. 4" from outside face of footing in 2 laxations. Rebar in slab at approx. 16" on center each way 2" from top of slab tcstcd in 4 lo4ttions: Lot # 79-15 57-955 Roscwood Ct. 'Permit 9'06-2053 Corel 5" Core 2 5.5" Rebar in booting L top and 1 bottom approx. 4" from outside face of footing in 2 locations. . Rebar in slab at approx. 16" on center each way 2" from top of slab tested in 4 locations. 3 If you should have any further. questions or comments, please call us at 562 941-2490 Thank You, / J . Dresncr Inspection Supervisor SWIT AW.Q4IM . � •CIVIL - PAGE W41 RCYD AT 3123!200712.47:07 PM Faft Daylight Time)"M190A101911 03348 CSID:15629460025 x DURATMN'"'Msj:0144 . ENGINEERING,. INC. structural consulting and derign w� Pc em ;T 0'66 206 • ��_�18_6S �2age_�c�'� �,_i� 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¢`. W Na 0049072 Tb m �k Exp _ OFC 471 W. Lambert Road, Suite 105 Brea, CalrfptMg' 92821 phone (714)256:272 fax (714)256.9182 'Qu s 51 _ �� ��- r y ,. 5'1 • SRS R oaf- � Mr. R "Kirk" Kirkland Senior Building Inspector City of La Quinta P.O. Box 1504 78-450 Avenida La Fonda 4,,Quinta;.CA.92.247715.0.4 t RE: Tract 32279 Model Slabs (Lots 13. 14, 15) Dear Mr. Kirkland: February 06, 2007 Thispurpose 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 two. model 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- the. plumbing 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 an, additional 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. I FAX, 760.699.6207 .1 www.standardpacifichomes.com 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 slab's -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 Jn 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 effect. pending the results ofthis proposal. They will also review the load tickets, deputy inspection report, and concrete placement .location •map as part of their review. If the City is 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 F 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: L can be reached via email at broper e,st6hpac.com, by cell.at (949) 933-9078, or at the address on the letterhead. Thank you, e_Z'5�710�� 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 1 FAX 760.699.6207 I. www.standardpacifichomes.com ,r IW p n t co CN 1 51 — BUILT-IN BBQ PERMI■■■■■■■■ i■�iiNMEMI OWN �i��i� i�i��i■10101 � It i��ti•���O��li•�ii���r_f� •. • r c e-e-e-e-e-e-e-e-e-e-� %. �� � ►eaeeeeeee� .... � o►ea..ea_e_e..e..e_e_� s..�■ _ '1:: ■No NMI MI 'OWN O ,:M '■ ■ ■ 1 4 4 ■ ��1 a�f ■ ■ ti ■���i��iI= MEMOI�.mml ■momleommsmsoomm BE= W10 GPI 0? PROPERTY LINE PLANj,B `ti M"DESERT CIHC" ■r V � 36" (914) Gas BBQ Grills MODELS BBQ242BI / BBQ242C IBBQ36BI /BBQ36C Infrared rotisserie burner Porcelain coated' ------------ - Two-piece hood Model BB0242BI grill grates = _ _ _ _ _ _ _ and handle Rotisserie motor - Model BB0242C ® " Gas control knob - ----•4__ � -- -"-- Stainless steel —p _ WOLR exterior finish Model BB036BI Pull-out drip tray Ili j; Ignition button ModelBS036C ., 36'(914) free-standing cart (optional) Model BB036C shown ► Wolf 36" (914) gas BBQ grills are Cooking to our way of thinking, is every bit as much available in natural or LP gas. They are a performing art as music or theater. So here is our offered as built-in (Bp or free-standing logic. When the symphony or the Shakespeare troupe cart (C) models. The model number moves outdoors for the festival season, the venue is followed by (-LP) denotes an LP gas more casual than usual, but the performance loses model. 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. Dimensions in parentheses are in millimeters unless otherwise specified. 7106 1 n W - J V -x W a Ld W 7, Q U ■ r Q W „ N �-- O M W 36"(914) Gas BBQ Grills V I Q MODELS BBQ24261 / BBQ242C /BBQ36B1 /BBQ36C INSTALLATION NOTES ► Refer to the illustrations and specifications ► The Wolf gas BBQ grill requires a 110/120V for overall dimensions, finished rough opening electrical supply to operate the rotisserie motor. C JOB NUMBER dimensions and installation specifics., The 6' (1.8 m) power supply cord provided with IMPORTANT NOTE: Safe and satisfactory oper- the grill is equipped with a 3 -prong, grounded SPH -601.01 ation of your Wolf gas BBQ grill depends upon plug for protection against shock hazard. The its proper use and installation. Minimservice should have its own 15 amp circuit Minimum clear- ®PRINCIPAL IN CHARGE ances to combustible surfaces must Ibe breaker. observed. Be certain the appliance is properly IMPORTANT NOTE: A ground fault circuit ROBERT BORTHWICK grounded to avoid shock hazard. interrupter (GFCI) is not recommended and may ► The Wolf gas BBQ grill must be specified cause interruption of operation. ® PROJECT MANAGER natural or LP gas at the time of order. The gas ► Wolf gas BBQ grills are designed to operatq KIRK KELLER type cannot be converted. on natural gas at 5" (127) WC (water column) ► When choosing a portable site for your Wolf pressure or LP gas at 10" (254) WC pressure. ® DRAWN qas";`gri!!, always maintain a mini;ltium clear- The maximum gas supply pressure to the ance or 24" (610) from all four sides q,7f the grill regulator should never exceed 14" (356) WC; J.G. K.K. ,to any combustible surface. 5 si (3.5 kPa). 11 ► i<< ,:,n choosing a permanent built.ln location ► Wolf recommends the use of a 1/2" (13) LD. GAS 0 SHEET TITLE for yo,'Wolf gas BBQ grill, maintain minimum commercial type flex hose; this is the minimum r- clearsn;;es to combustible surfaces a,s shown in size that may be used. All plumbing to the flex CONSTRUCTION the Installation illustration. hose must be 3/4" (1-"9) minimum 1. D. pipe. PLAN IMPORTANT NOTE: In all instances, you must CTA9f N TSA sept ate ex ernal s allow for an adequate supply of fresh air for shut-off valve must be located near the grill in proper combustion and ventilation. Never locate an accessible location. !$ SCALE the grill in an enclosed area. ► The Wolf gas BBQ grill functions up to 1/811 = 1'-011 I. The Wolf gas BBQ grill is designee) for easy 6000' (1828 m) in altitude without any placement into a built-in enclosure. Flpr a adjustment. If the installation is above 6000' REVISIONScombustible enclosure, use the Wolf approved (1828 m), contact your Wolf dealer. insulated jacket and maintain minimurn clear- ► . You must follow all National Electrical Code Q ances to combustible surfaces as shqwn in the and gas regulations. In addition, be aware of Installation illustration on page 4. local codes and ordinances when installing your Q ► Built-in installations require a deck to services. support the bottom. The supporting deck and P. Refer to the installation instructions shipped Q counter should be level and strong enough to with each Wolf product for detailed specifica- support 400 lbs (181 kg). tions. Q CITY OF LA QUINTA d } BUILDING & SAFETY DEPT. —� ► 88Q362C-LP APPROVED P IIS O E D (1 2)U T Construction is VOT PEi''MI i TE3 FOR CONSTRU TION OVERALL W9) ► t 1, 255/8'(651) � on the following Cone Holidays: DA, 3 13 48"(1219) Gas BBQ Grills 48" (1219) Gas BBQ Grills MODELS BBQ362BI / BBQ362C / BBQ48B1 / BBQ48C MODELS BBQ362BI / BBQ362C / BBQ48B1 / BBQ48C Stainless steel infrared rotisserie FEATURES exterior finish. burner ► Natural or LP gas units ► Cast iron porcelain coated grill grates ` ► Built-in (BI) or free-standingcart (C) models ► New redesigned burner radiant plates Porcelain coated '.-___________________ •' Two-piece hood 9 Model BB036281 grill grates \ _ _ _ _ _ _ and handle ► Heavy duty 18 -gauge stainless steel P. 115 -volt rotisserie motor and infrared rear _ — construction with classic stainless steel rotisserie burner Rotisserie motor _ Step-up side exterior finish ►Two piece stainless steel hood and handle burners (optional) ► 10,000 Btu/hr (2.9 kW) stainless steel grill burners and 9000 Btu/hr (2.6 kW) infrared o -LP gas models include gas regulator, hose Model BB0362C -- - burners and 5 -gallon (19 Q tank r Heavy-duty locking swivel casters on cart P. Optional 16,000 Btu/hr (4.7 kW) step-up models Gas controlI cast iron side burners (Models BB0362BI � knot and BBQ362C) ► Scraper and protective canvas cover included Model BBQ4861 - ► Push button battery powered Ignition ► Two and five year residential warranty, along - Pull -our drip tray Fold down with a limited lifetime warranty on the BBQ plate shelf body and hood - exclusions apply; warranty information can be found on our website, Ignition button wolfappliance.com Model BB048C 48-0219) free-standing cart (optional) OVERALL DIMENSIONS Model BB0362C shown �— 30'(762) • OVERALL DEPTH 36" (914) --► 303/8'(771) WITH HOOD OPEN �— I � ► Wolf 48"(1219) gas BBQ grills are Cooking to our way of thinking, is every bit as much available In natural or LP gas. They are a performing art as music or theater. So here is our offered as built-in (Bi) or free-standing logic. When the symphony or the Shakespeare troupe 56V2" I 26' cart (C) models. The model number ( I (eco) moves outdoors for the festival season, the venue IS � HEIGHT HEIGHT followed by (-LP) denotes an LP gas wires OF GRILL model. more casual than usual, but the performance loses „-, ,,,,, ,,,, 523/4" Hoop nothing in terms of artistry. Why can't cooking be the �® �_®®Q_®®®®© VERA OPEN OVERALL same way? With Wolf they are. HEIGHT Wolf gas BBQ grills are, like their kitchen counterparts, 361/4"(921) precision instruments. TO GRILLING O SURFACE 263/4' Let Wolf, the corporate companion and kitchen soul (680) HT mate of Sub -Zero, fuel your passion for cooking, OFCGARRT P. BB0362C New Year's Day Dr. Martin Luther i(ing Jr. Day j President's Day Memorial Day Dimensions may vary by t t/s" (3). Independence Day ? Dimensions in parentheses are in Dimensions in parenthesels,,p Dimensions in parentheses are in p millimeters unless othervl°ses°i�d. 5 1 millimeters unless otherwise specified. 1 millimeters unless otherwise specified. 2 Veteran's Day 7/06 0 CM r M M W� 2 SHEET 11 ii co CN CN Q U 0 _Z a U) WQ O°° 0L Q W o0 °o F_ �04 _U L b % 0 _o� Z Q UW o �F- Z F- U W Q U W n W - J V -x W a Ld W 7, Q U ■ r Q W „ N �-- O M W 36"(914) Gas BBQ Grills V I Q MODELS BBQ24261 / BBQ242C /BBQ36B1 /BBQ36C INSTALLATION NOTES ► Refer to the illustrations and specifications ► The Wolf gas BBQ grill requires a 110/120V for overall dimensions, finished rough opening electrical supply to operate the rotisserie motor. C JOB NUMBER dimensions and installation specifics., The 6' (1.8 m) power supply cord provided with IMPORTANT NOTE: Safe and satisfactory oper- the grill is equipped with a 3 -prong, grounded SPH -601.01 ation of your Wolf gas BBQ grill depends upon plug for protection against shock hazard. The its proper use and installation. Minimservice should have its own 15 amp circuit Minimum clear- ®PRINCIPAL IN CHARGE ances to combustible surfaces must Ibe breaker. observed. Be certain the appliance is properly IMPORTANT NOTE: A ground fault circuit ROBERT BORTHWICK grounded to avoid shock hazard. interrupter (GFCI) is not recommended and may ► The Wolf gas BBQ grill must be specified cause interruption of operation. ® PROJECT MANAGER natural or LP gas at the time of order. The gas ► Wolf gas BBQ grills are designed to operatq KIRK KELLER type cannot be converted. on natural gas at 5" (127) WC (water column) ► When choosing a portable site for your Wolf pressure or LP gas at 10" (254) WC pressure. ® DRAWN qas";`gri!!, always maintain a mini;ltium clear- The maximum gas supply pressure to the ance or 24" (610) from all four sides q,7f the grill regulator should never exceed 14" (356) WC; J.G. K.K. ,to any combustible surface. 5 si (3.5 kPa). 11 ► i<< ,:,n choosing a permanent built.ln location ► Wolf recommends the use of a 1/2" (13) LD. GAS 0 SHEET TITLE for yo,'Wolf gas BBQ grill, maintain minimum commercial type flex hose; this is the minimum r- clearsn;;es to combustible surfaces a,s shown in size that may be used. All plumbing to the flex CONSTRUCTION the Installation illustration. hose must be 3/4" (1-"9) minimum 1. D. pipe. PLAN IMPORTANT NOTE: In all instances, you must CTA9f N TSA sept ate ex ernal s allow for an adequate supply of fresh air for shut-off valve must be located near the grill in proper combustion and ventilation. Never locate an accessible location. !$ SCALE the grill in an enclosed area. ► The Wolf gas BBQ grill functions up to 1/811 = 1'-011 I. The Wolf gas BBQ grill is designee) for easy 6000' (1828 m) in altitude without any placement into a built-in enclosure. Flpr a adjustment. If the installation is above 6000' REVISIONScombustible enclosure, use the Wolf approved (1828 m), contact your Wolf dealer. insulated jacket and maintain minimurn clear- ► . You must follow all National Electrical Code Q ances to combustible surfaces as shqwn in the and gas regulations. In addition, be aware of Installation illustration on page 4. local codes and ordinances when installing your Q ► Built-in installations require a deck to services. support the bottom. The supporting deck and P. Refer to the installation instructions shipped Q counter should be level and strong enough to with each Wolf product for detailed specifica- support 400 lbs (181 kg). tions. Q CITY OF LA QUINTA d } BUILDING & SAFETY DEPT. —� ► 88Q362C-LP APPROVED P IIS O E D (1 2)U T Construction is VOT PEi''MI i TE3 FOR CONSTRU TION OVERALL W9) ► t 1, 255/8'(651) � on the following Cone Holidays: DA, 3 13 48"(1219) Gas BBQ Grills 48" (1219) Gas BBQ Grills MODELS BBQ362BI / BBQ362C / BBQ48B1 / BBQ48C MODELS BBQ362BI / BBQ362C / BBQ48B1 / BBQ48C Stainless steel infrared rotisserie FEATURES exterior finish. burner ► Natural or LP gas units ► Cast iron porcelain coated grill grates ` ► Built-in (BI) or free-standingcart (C) models ► New redesigned burner radiant plates Porcelain coated '.-___________________ •' Two-piece hood 9 Model BB036281 grill grates \ _ _ _ _ _ _ and handle ► Heavy duty 18 -gauge stainless steel P. 115 -volt rotisserie motor and infrared rear _ — construction with classic stainless steel rotisserie burner Rotisserie motor _ Step-up side exterior finish ►Two piece stainless steel hood and handle burners (optional) ► 10,000 Btu/hr (2.9 kW) stainless steel grill burners and 9000 Btu/hr (2.6 kW) infrared o -LP gas models include gas regulator, hose Model BB0362C -- - burners and 5 -gallon (19 Q tank r Heavy-duty locking swivel casters on cart P. Optional 16,000 Btu/hr (4.7 kW) step-up models Gas controlI cast iron side burners (Models BB0362BI � knot and BBQ362C) ► Scraper and protective canvas cover included Model BBQ4861 - ► Push button battery powered Ignition ► Two and five year residential warranty, along - Pull -our drip tray Fold down with a limited lifetime warranty on the BBQ plate shelf body and hood - exclusions apply; warranty information can be found on our website, Ignition button wolfappliance.com Model BB048C 48-0219) free-standing cart (optional) OVERALL DIMENSIONS Model BB0362C shown �— 30'(762) • OVERALL DEPTH 36" (914) --► 303/8'(771) WITH HOOD OPEN �— I � ► Wolf 48"(1219) gas BBQ grills are Cooking to our way of thinking, is every bit as much available In natural or LP gas. They are a performing art as music or theater. So here is our offered as built-in (Bi) or free-standing logic. When the symphony or the Shakespeare troupe 56V2" I 26' cart (C) models. The model number ( I (eco) moves outdoors for the festival season, the venue IS � HEIGHT HEIGHT followed by (-LP) denotes an LP gas wires OF GRILL model. more casual than usual, but the performance loses „-, ,,,,, ,,,, 523/4" Hoop nothing in terms of artistry. Why can't cooking be the �® �_®®Q_®®®®© VERA OPEN OVERALL same way? With Wolf they are. HEIGHT Wolf gas BBQ grills are, like their kitchen counterparts, 361/4"(921) precision instruments. TO GRILLING O SURFACE 263/4' Let Wolf, the corporate companion and kitchen soul (680) HT mate of Sub -Zero, fuel your passion for cooking, OFCGARRT P. BB0362C New Year's Day Dr. Martin Luther i(ing Jr. Day j President's Day Memorial Day Dimensions may vary by t t/s" (3). Independence Day ? Dimensions in parentheses are in Dimensions in parenthesels,,p Dimensions in parentheses are in p millimeters unless othervl°ses°i�d. 5 1 millimeters unless otherwise specified. 1 millimeters unless otherwise specified. 2 Veteran's Day 7/06 0 CM r M M W� 2 SHEET 11 ii \ t 21-411 `ANDS�gp . 10/-011 NOTE: O BRICK CAP - TO MATCH ARCHITECTURE �' ptiN 8p I 1 12 FINAL FOOTING DESIGN, REBARi 10 O STAINLESS STEEL BBQ - TO BEQ SCHEDULECONCRETE PSI O BRICK VENEER - TO MATCH 1 ¢ Tr. SUPPLIED / SPECIFIED BY OWNER , ARCHITECTURE ac STRENGTH, ETC. TO BE PROVIDED 2'-0" SQUARE ' 2 1/4" RADIUS ALL TOP EDGES BY PROJECT STRUCTURAL 3 8" x 16" x 16" CMU BLOCK -GROUT ALL ENGINEER O CELLS SOLID 3 STUCCO VENEER TO MATCH ARCHITECTURE 3 10 3 O ® #4 VERT. BARS @ 24" MAX O.C. --------------- r 3/4" NOTCH AT BOTTOM OF CAP ALL SIDES 1"ALL - ----- j Y • _ SIDES r..., O 5 • • O #4 REBAR HOOPS @ 16" O.C. MAX � �� " _ 10 10 O POURED-IN-PLACE CONCRETE COUNTERTOP _ VERTICALLY 11 16 COLOR: SCOFIELD C-20 LIMESTONE C° I I 1 © CONCRETE FOOTING 1$ VERIFY OPENING 1$ $ 3 FINISH: POLISHED "' 2 I 4 o ALL " ''° W I I SIDES FINISH SURFACE - SEE PLAN FINISH SURFACE -SEE PLAN O BBQ DOOR HINGE PLAN SCALE: 1 1/2"=1'-0" �7 #4 REBAR @ 24" O.C. HORIZ. IN FOOTING : 7 O GEOTECHNICAL SOICOMPACTED LS REPORT k' • I �$ CD STAINLESS DOORS - MODEL #251340 AVAIL. • • O MORTAR °" N ------------------------- :•••: - _ _ PLAN FROM BARBEQUES GALORE (800)752-3085 OR EQ I I,_•_; ..__ — ;.:.'.' I 5 I M I Q i 11 I` 3 -0 O Ii 1 - 111= I �—• I 1I I: • 9CONTRACTOR TO SUPPLY GAS 2 II O FINISH GRADE VERIFY OPENING HOOKUP AS NECESSARY SI— �(VERIFY WITH DEVELOPER) 4. U • 'I 'I ADJACENT STUCCO WALL W/ BRICK CAP - SEE DETAIL'D', SHEET LD-2 Z 10 6" x 8"x 16" CMU - GROUT ALL CELLS SOLID 6 wI ° v , I I I -11 I III; 4 710 i• d 4''6" 2 5 2 1 11 #4 REBAR@ 12" O.C. EACH WAY THROUGHOUT - 5 + I 111 5 5 --= — — I I U) 2 5 COUNTER =� v — — I1-11 1=1� I I— I 4' . 12 MORTAR FILL -FILL SOLID 3" CLR. TYP.--I I _ , _ 4 — .`. moi. W J _ all, ° o-"'—`�" _ I 1 TI-1 I I--1 I 1=1 I TF �- 00 -1 ... p L0 O O O 4 c 13 COMPACTED SUBGRADE PER STRUCTURAL -� I -+ 11 1--�i L- I =+ 11� = N - ®__ SOILS REPORT 8^ 1 -1 1=1TI- I 2 ;.�_.., 11.T�i -1 I $ w Q00 Lu iv N 3 11 CONCRETE FOOTING I -_-- - - = - = { - - = I = �I I ° a I' 4 ALL SIDES 24 14 - I 1 I—II—I I I - f f i f �1, ,1 6 ° ° = $ - 15 1Y2' REVEAL AT BASE OF BBQ I I I I = I I • via. — III III- I'L Ci o _ — _ _ o ti 9 9: Q� 3 22 co M 16 DOOR HIN ;ES AS REQUIRED -IN-PLACE '•: ' ''' "• ' • •• 17 o COLOR TO BE SELECTED CAP CONCRETE FOOTING —) — -- I —# � ! I � .� Q Z 9 'I CAST CONCRETE 23 6 17 #4 REBAR @ 24" O.C. VERTICAL FINISH: TO BE SELECTED 7 FINISH SURFACE OF CONCRETE PAVING Q8-1 ®I=III =III==III===3CLR, TYP. OJ6 15 IEEI I I=I 11--1 I I---I I I; I VOID AREA IN BLOCK WORK 20 STUCCO ,ALL SIDES TO MATCH $ COMPACTED SUB-GRADE PER �' ARCHITECTURE O 13'-0" SQUARE BRICK CAP PLAN VIEW I ~ O GEOTECHNICAL SOILS REPORT cn ISOLATION JOINT AS REQUIRED - 12 Q 1 Q z I 1 1 11 1 RECOMMENDATIONS =jj_ 19 > _ Q 3 8 x 16 x 16 CMU BLOCK -GROUT ALL . , o 1 � CELLS SOLID " NOTE: � Q � ADJACENT STUCCO SEATWALL - SEE DETAIL E, 9 1/4 RADIUS ALL TOP EDGES FINAL FOOTING DESIGN, REBAR L._ U SIDE FRONT $ �I I=1 11 ° ° : : ° • o - a €= I I=I O THIS SHEET 4 #4 VERT. BARS O SCHEDULE, CONCRETE PSI z Z Q Q I __I I I 8 I Q" 8°. -I 11- I= I Iw o Il 1 1 w Q W ELEVATION ELEVATION 11 —31 8- Q d 10 3/8 STUCCO C-CHANNEL STRENGTH, ETC. TO BE PROVIDED BY ti Z 3 CLR., TYP.= I I I=� o I = 21 (3) #4 BARS CONTINUOUS a `a I I O.C. PROJECT STRUCTURAL ENGINEER #4 CORNERS HOOPS @ 16" VJ U) #4 BARS HORIZ. @ 16" O.C. ®III III III -i I-_ I Ed 11-1 I 1=III-I I 1 1 23 FINISH GRADE - SEE PLAN BUILT-IN BBQ - PLAN 1 B 13 'I-II' - -i� IIIIII Ill„ISI'' 2'-6” HIGH ACCENT PILASTER - PLAN 1 B 3'-0" HIGH BRICK PILASTER - PLAN 3C Q 11 _ 1. 11 7 14 21 3/4 - 1 0 24 WONDER BOARD SUPPORT AS REQ'D B _ - SCALE: 1 1 0 PLAN / SECTION SCALE: 1 1 0 PLAN / SECTION SECTION 1, All 9 O 'I POURED-IN-PLACE CONCRETE CAP SEE PLAN ;•. COLOR: TO BE SELECTED FOR DIMENSION FINISH: TO BE SELECTED 10 RAISED DINING TERRACE Q5 COMPACTED SUBGRADE PER 1 11 4 3" CLR.$ 3 ui V ALL SIDES O STUCCO - TO MATCH ARCHITECTURE CONCRETE PAVING - SEE PLAN GEOTECHNICAL SOILS REPORT 11O � #3 REBAR CONTINUOUS @ 12 O.C. O ISOLATION JOINT - SEE DETAIL 2 I .°M.rn y'r. v.t•. b'..A :'i:': •:: is 10" x 8" x 16" CMU BLOCK - GROUT 111 MAX HORIZONTAL AND VERTICAL I LD-2 ALL CELLS SOLID 10 r' I r• I ALL SIDES _ ® #4 VERT. BARS @ CORNERS O 1/2"' RADIUS EDGE 70 ADJACENT CONCRETE PAVING 2 10 3 c° -SEE PLAN 10 5 O 7 5 #4 HORIZ. REBAR HOOPS @ 16" O.C. y ~T 7 5 r' > 4 O MAX VERTICALLY O LOCATION, COLOR & FINISH. FOR — CONCRETE TYPE AND STRENGTH 3 4 7 © CONCRETE FOOTING ( _I 2 2 PER GEOTECHNICAL SOILS REPORT. — ALIGN — ,, 5 r. I .. I7.O . FINISH GRADE 3" CLR. BRICK CAP PLAN VIEW 611 6" Z4 _ $ COMPACTED SUB-GRADE PER 'I 10 12 9 6 GEOTECHNICAL SOILS REPORT ; ll _ 3 CLR. ••e•'.. ' .. ° ' y a' O TILE BAND (FRONT AND SIDES ONLY) - k TYPE TO BE SELECTED .:: ..:.....:.:.. .'... :.....,..� ....::..:..:....., E NOTE: I . HI!:;':': :-;' 1O ADJACENT SURFACE - SEE CONSTRUCTION O8 PRE-CAST CONCRETE UNIT PAVERS (60 MM — --� a9— - 10 1 RADIUS CAP TO MATCH M ,� PLAN, SHEET LC-1 MINIMUM FOR PEDESTRAIN AREAS AND 80 FINAL FOOTING DESIGN, REBAR _ ADJACENT PRE-CAST SPA COPING " 12 _ e ' MM FOR VEHICULAR AREAS) -INSTALL PER SCHEDULE, CONCRETE PSI 6 °.-� 1 ALL SIDES �2 PROVIDE SOIL SEPARATING FABRIC MANUFACTURER'S SPECIFICATIONS AND ° I I—III-o STRENGTH, ETC. TO BE PROVIDED a ' ' ° 1 DECORATIVE POT - TO BE I I 1 6 4 2 (TYP.) CONTINUOUS ALONG EDGE, PER III=I BY PROJECT STRUCTURAL - - SELECTED 9 —�I — 8REQUIREMENTS_ ENGINEER PAVER MANUFACTUR'S RECOMMENDATIONS L t I I i �_ _. n �_ _.__ O SUB-BASE 1 1"SCREED 3 - 3 Z I 9 CRUSHED COMPACTED GRAVEL •• 12'-0" CONTINUOUSTT i i, ,, I I- ` 5 © CONTINUOUS AT 7 5 I I 3 SLOPE TO DRAIN PER CIVIL ENGINEERS Q BASE N PODIUM I I 2 FINE GRADING AND STREET IMPROVEMENT PER PAVER MANUFACTURER'S ` ° v ®, g PLANS SPECIFICATIONS; IN ACCORDANCE WITH O Q _ 4 PROJECT GEOTECHNICAL SOILS REPORT U ONATURALLY COLORED CONCRETE BAND CAST-IN-PLACE CONCRETE CAP 7 FINISH SURFACE OF CONCRETE V, ° ° a 4 - SEE PLAN FOR LOCATION, FINSH, AND 10 DIMENSION PER MANUFACTURER AND I--I I I I DIMENSIONS. CONCRETE TYPE AND GEOTECHNICAL SOILS REPORT - BOTTOM O COLOR: TO BE SELECTED O PAVING 1 I — _ — 5 ° . ' - (-- _ -- I— • =III—III — �� III II II I .: III IIIIIII-� FINISH: SMOOTH/POLISHED NOTE: I hI I I—III I I ;III=III=III —' =I I I=III III--III = STRENGTH PER GEOTECHNICAL SOILS OF CONCRETE BAND SHALL ALIGN WITH z OBRICK CAP ©CONCRETE FOOTING ® COMPACTED SUB-GRADE PER FINAL FOOTING DESIGN, — — — ® 4 e a -- I REPORT AND PROJECT SPECIFICATIONS BOTTOM OF CRUSHED GRAVEL SUB-BASE TYPE: TO MATCH ARCHITECTURE O STUCCO ALL SIDES TO MATCH GEOTECHNICAL SOILS REPORT —III-IIII I I III--I I II I I I I III ==III`=I I W ARCHITECTURE REBAR SCHEDULE — — _ _ 5 #4 REBAR CONTINUOUS @ 8" O.C. MAX 11 1/4" RADIUS EDGE C) a o2 STUCCO ALL SIDES - TO MATCH O FINISH GRADE O 1/4" RADIUS ALL TOP EDGES CONCRETE PSI STRENGTH, I _ I �` — — E— — I I " C� O ARCHITECTURE 3 6"x 6" x 16" CMU BLOCK GROUNT ETC. TO BE PROVIDED BY !I I lb ° ' ° ° ° I I=III- III=III=III=III=III=I 1= HORIZONTAL 12 AGGREGATE STREET BASE PER CIVIL Q 8 COMPACTED SUB-GRADE PER O REINFORCED CELLS SOLID O 3/4" x 3/4" NOTCH IN BOTTOM OF CAP PROJECT STRUCTURAL — ° ° c ° — -� a ®III` — — —1 ' ' 3 10" x 8" x 16" CMU BLOCK - GROUT ALL o GEOTECHNICAL SOILS REPORT o I = s I I ° - "III = I V I I II I I I- 6 COMPACTED SUBGRADE PER ENGINEER'S PLANS LL. ENGINEER O CELLS SOLID ® #4 VERT. BARS @ 24" MAX O.C. 6 I ° • ' 4 ° • I ISI M GEOTECHNICAL SOILS REPORT o 4 #4 VERT. BARS 24" MAX O.C. ALT. O LAP BARS PER SPECIFICATIONS �� FINAL FOOTING DESIGN REBAR =III= NOTE:-� • _.�c •�' � � o III— NOTE: W @ O #4 HORIZONTAL (CONT.) BAR @ 16 O.C. BENDS IN FOOTING 10 (3) #4 BARS CONTINUOUS IN MAX VERTICALLY SCHEDULE, CONCRETE MPSI I —III ® °° ° 4 ®I O 1 YY SAND SETTING BED AS PER JOINTING SHALL BE AS LOCATED _ _ _ _ MANUFACTURERS SPECIFICATIONS AND (O o FOOTING � "`"`-" —"'' "• —" � ON PLAN AND IN ACCORDANCE CV O #4 HORIZONTAL (CONT.) BAR @ 16" O.C. STRENGTH, ETC. TO BE PROVIDED BY I---- RECOMENDATIONS © CONCRETE FOOTING PROJECT STRUCTURAL ENGINEER $ t III I °-"I I ISI I =III=I I III=I I (I WITH DETAIL T, SHEET LD-2 04 MAX VERTICALLY '=III I„ I I I =III I,1 I I- ®c'' 1:1"I I I W J I— � U 2'-6" HIGH ACCENT WALL - PLAN 3C 1'-6" HIGH SEAT WALL POT PODIUM - PLAN 3C CONCRETE STEP - PLAN 2B CONCRETE PAVERS / BAND ® SCALE: 1"-1'-0" PLAN /SECTION ESCALE: 1" -1'-0" PLAN /SECTION FSCALE: 1" -1'-0" PLAN /SECTION G 1" = 1'-011 SECTION H 1" = 1'-0" SECTION �, ~ k 0 JOB NUMBER FLOW CAPACITY 0-100 GPM SPH-601.01 FLOW ADJUSTMENT @ 90 GPM; I SEE SHEET #8 FOR 2" x 8" x 16" MISSION 0 PRINCIPAL IN CHARGE CENTER FEATURE DETAILS SLUMP CAP ROBERT BORTHWICK 14 4 4 � 3 12 3 13 15 4 6 6" x 6"x 16" MISSION SLUMP BLOCK 0 PROJECT MANAGER r ' AVAILABLE FROM ORCO BLOCK OR EQUAL. KIRK KELLER o1 #4 REBAR @ 1811 1_ 11 O.C. EACH WAY (CONTINUOUS) 13 BAND FORMED BY AND BETWEEN TWO SAWCUT ACCESS HOLE FOR 2 6 ALL MORTAR JOINTS TO BE RAKED. MORTAR COLOR v ° AND CENTERED IN SLAB OR TROWELED SCORE JOINTS IFAS UTILITY CONNECTIONS SEE PLAN I TO MATCH BLOCK. 0 DRAWN ° a FOR FINISH • 2� CONCRETE CURB PER CIVIL ENGINEER'S PLANS APPLICABLE AND SPECIFIED ON PLAN B I WALL TO HAVE A SACK FINISH. COLOR TO BE J.G. / K.K. ° a a a a ° �- 6 SURFACE SHERWIN WILLIAMS SW 20 130 SANDERLING (LA I -- - ---- ---- ---- -- --- 14 3/16" WIDE (PLUS OR MINUS) x 1/2" DEEP - N I HABRA COLOR COAT MATCH X-81072 BOTH SIDES �3 1/8" RADIUS EDGE SAWCUT SCORE JOINT -LOCATE WHERE "' � I ) 0 SHEET TITLE � � � I CONCRETE PAVING - SEE PLAN FOR FINISH & INDICATED ON PLAN. 11 � I CONSTRUCTION 7 7 OCOLOR 3/16" WIDE (PLUS OR MINUS) SAWCUT 1'-0'Y'DROP-IN BAR DETAILS JOINT. JOINT DEPTH SHALL BE g3V4POLYURETHANE TWO-PART JOINT SEALANT u u PER SPECIFICATIONS OR APPROVED EQUAL. 1/3 DEPTH OF CONCRETE PAVING. LOCATE SET BELOW FINISH SURFACE. DEPTH PER CONTRACTION JOINTS SO AS TO FORM, AS VE'.` I 1=1 I I ` 11= cc I #6 STD JOINT REINFORCEMENT 0 SCALE I. MANUFACTURER'S SPECIFICATIONS AND NEAR AS POSSIBLE, 8 FOOT TO 12 FOOT �I I PUMPS_ I�� I @ 24 O/C (3 PLACES - 4 PLACES SAWCUT SCORE JOINT TROWELED SCORE JOINT SAWCUT CONTRACTION JOINT RECOMMENDATIONS. COLOR TO MATCH SQUARE PAVING SECTIONS. SAWCUT JOINTS =1 =III 111 I--III FOR T& 8'WALLS) PER UBC STD. CITY OF LA QUINTS AS SHOWN ADJACENT CONCRETE PAVING COLOR. AS SOON AS POSSIBLE, BUT GENERALLY NO I —III I I— I _ - 1= = 1= I I 1 I I I I I 21-10. USE #5 STD. FOR SLUMP BUILDING &SAFETY DEPT LATER THAN 8 TO 24 HOURS AFTER PAVING =III1I i i I = I I ��I� 111, I I I�=�= = I—II 1= I I BLOCK APPROVED ®REVISIONS 9 1/2" WIDE "COLD" JOINT - ALL SECTIONS OF INSTALLATION AND WHILE THE CONCRETE IS I 1CONSTRUCTIONt' O"PLASTIC".I�-�-- ;III- 'X'DOW @ CENTER OF FOR I s 3 PAVING ON EITHER SIDE OF THE JOINT SHALL STILL I I -I I I I -�'I I I �' -I I�~i ' I I- :III I CMU. O w_ z 5 10 5 BE STITCHED TOGETHER BY USE OF 18 LONG 16 3/16" WIDE TROWELED CONTRACTION JOINT. -I I -I 11- I=1—�1= —' 1 4" THICK CONCRETE SLAB I I D z_ U- g 3 11 4 #4 DOWELS @ 18 O.C. JOINT DEPTH SHALL BE 1/3 DEPTH OF Iw��11 I III_ (3000 PSI W/ 6x6 #10 WWF) I I ADJACENT PAVING 0 a 16 3 4 =i I I 1 '" (BY OTHERS) I I SEE PLAN SEE PLAN 1 3 can J 11 2 7O COMPACTED SUBGRADE PER GEOTECHNICAL CONCRETE PAVING. LOCATE CONTRACTION I I Q 3 `� v SOILS REPORT JOINTS SO AS TO FORM AS NEAR AS POSSIBLE I I — NOTES: a z 4 v a ° 10" COMPACTED EARTH (BY OTHERS) III=III- Q 4 10 5 4 0 0 • ' ' ° e 8 FOOT TO 12 FOOT SQUARE PAVING STUBOUT CONNECTIONS ° I __ I 1. CONSULT LOCAL CITY OR COUNTY 6 $O 18" LONG #4 "SPEED DOWELS" (OR APPROVED SECTIONS. (BY OTHERS) _ Z I IIiII j I BUILDING AND SAFETY DEPT. FOR SITE III---III----I j I+j I I —IIII EQUAL) @ 18 O.C. SEE SHEET #4 FOR DETAILSPREPLUMBED TO THIS POINT Q I —' SPECIFIC APPROPRIATE WIND SPEED AND ° 17 1/2" WIDE SEALED ISOLATION JOINTS SHALL BE Q a I . * N — — — (CONNECTED BY OTHERS) _ .I QIP EXPOSURE. ' 4 III-I I 1—III III-III—__III O9 BUILDING WALL / VERTICAL SURFACE INSTALLED IN LOCATIONS WHERE PAVING v 12. BLOCK STEM MAY BE PLACED TO EITHER ABUTS WALLS, COLUMNS, FLOOR SLABS/ w 0 I EDGE OF THE TRENCH FOOTING. 1/2" WIDE ASPHALT IMPREGNATED FIBER STOREFRONTS, CURBS AND OTHER POINTS OF SECTION'A-A' a�a # 4 HORZ. 3. FOOTING MUST BE POURED INTO COnstruc$i0n is PEI3'S1TI°� I—III III I I —III_ I®I 7 EXPANSION BOARD (OR APPROVED EQUAL) TO RESTRAINT INCLUDING DRAINS, MANHOLES, Scale: 1/2" = V-0" / I` _ CONT. UNDISTURBED NATURAL SOIL OR On the #OIIO�trin Ode Holidays: 17 NOTES: 1/4" x 2" S.S. LEVELER 8CONT. FULL DEPTH UTILITY BOXES/ COVERS, STEPS ETC. JOINTS ! COMPACTED FILL WITH A MIN. COMPACTION OF 90%. New Year's t $ 7 11 PROVIDE BACKER ROD CONTINUOUS ALONG SHALL INCLUDE EXPANSION BOARD, � � " a BUILDING WALLS FOUNDATIONS AND SLABS - BACKERROD, AND SEALANT TO MATCH / Dr. Martin Lr y 1.) TURNKEY' FOUNTAIN BY STONEWEAR er King Ir. Day SEE ALSO ITEM #17, THIS DETAIL CONCRETE COLOR. / 1 I FOUNTAINS 1-800-356-3462 3/16" PLUS OR MINUS WIDE x 1/2" DEEP MODEL# C8DFA30 - CANTERBURY WIND MAX. TRENCH President'se y M 12 ( ) FOUNTAIN WITH 30" FLUTED BOWL W/ I 1 1 , Memorial D`' SEALED ISOLATION JOINT TROWELED CONTRACTION JOINT SEALED ISOLATION JOINT AT CURB DESIGN WALL X DOWEL 'Y'BAR r TROWELED SCOREJOINT. 1/8 RADIUS ON BOTH BLOSSOM JET. FINISH: SB32 SPEED HEIGHT FOOTING Independan( Day M EDGES. WHERE JOINT IS TO ACT ASA 2. ADDITIONAL DETAILS & rk� LEVELER DETAIL DEPTH I Lear Day� , • o CONTRACTION JOINT -SEE ITEM #16, THIS SPECIFICATIONS REQUIRED FOR 2 Scale: 3" = V-0" 70 MPH „ " #4@ 48" O/C D+1'-5' #4 @ 48" O/C Veteran`s D� SHEET DETAIL, FOR ADDITIONAL CONTRACTION JOINT FOUNTAIN INSTALLATION AS SUPPLIED BY EXP. C 6 -0 2 -0 5" O/C -18" CMU " 45" O/C -18" CMU k^ — REQUIREMENTS MANUFACTURER 3 Thc�ri'aglVlnc ChrksLmas D CL TYPICAL PAVING JOINTS COURTYARD FOUNTAIN MASONRY SIDE YARD PRIVACY WALL LD-2 N.T.S. SECTION AS NOTED SECTION 3/4" = 1'-0" SECTION o0 m p - --------r - - -- -- -- -- - - - -- - --- -- - -- - --- -- ----- - -- -- - --- - ----------- ----- - -,-- -- -. - - .-- - - - - - -- - -, - - --- --- - V-0" 12 1 10 STAINLESS STEEL BBQ -TO BE SUPPLIED / SPECIFIED BY OWNER OBULLNOSE TILE AT TOP EDGE O STUCCO VENEER TO MATCH ARCHITECTURE 10 5 FINISH GRADE -SEE PLAN 18 '` 4" X 4" TILE BORDER WITH 4" X 4" 450 GRID TILE COUNTERTOP. TILE TO BE SELECTED BBQ DOOR HINGE PLAN ' SCALE: 1 1/2"=1=0" O6 FINISH SURFACE - SEE PLAN -- -- -- -------- O #4 REBAR @ 24" O.C.HORIZ IN FOOTING PLAN O8 WOOD ACCESS DOORS (STYLE TO MATCH EQUAL VERIFY OPENING EQUAL T-0" ARCHITECTURE) OCONTRACTOR TO SUPPLY GAS HOOKUP AS NECESSARY (VERIFY WITH DEVELOPER) 5 1 2 5 10 6" x 8" x 16" CMU - GROUT ALL CELLS SOLID 5 5 2 O O 11 #4 REBAR @ 12" O.C. EACH WAY THROUGHOUT COUNTER O O O O O MORTAR FILL - FILL SOLID 00 O 00 . .. 13 COMPACTED SU BGRADE PER STRUCTURAL 1„ 3 11 SOILS REPORT .. . ' ALL SIDES' 22 14 CONCRETE FOOTING M 3 M 3 10 8 - 0 15 1'/2' REVEAL AT BASE OF BBQ 17 00 M .. r g 16 DOOR HINGES AS REQUIRED 15 :.. • : ; ; 6 17 #4 REBAR @ 24" O.C. VERTICAL 15 LO 18 VOID AREA IN BLOCK WORK 12 19 z ISOLATION JOINT AS REQUIRED SIDE FRONT $ ELEVATION ELEVATION 8" m a ° 8"° = 20 #4 BARS HORIZ. @ 16" O.C. 3" CLR., TYP._I I I� ° _ I I I-;- I f =1 I' -� ° �--• -� . a � 21 (3) #4 BARS CONTINUOUS 22 WONDER BOARD SUPPORT, AS REQ'D 13 -1 1=1 i I it 11-� I _I 111 V I I I I;! , 1 1 1 6 0 ABUILT-IN BBQ PLAN 3C I ®11,11111411_,,IIIII21 „•IliTlll,, 7 III- 3/4" - 1'-0" SECTION r Construction is NOT PERNti I l ED on the following Code Holidays: New Year's Day 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 DATE BY I 1 eft N N N O U Z R D_ U CW a G o O Q N = w 00 UF_— 00 N C) O � z� _� Q 0 L ~O 0� Z U Z Q tiz U U ��U ® PROJECT MANAGER KIRK KELLER M DRAWN J.G. / K.K. ® SHEET TITLE CONSTRUCTION DETAILS ® SCALE AS SHOWN M REVISIONS A A 0 0 0 .Y t o Z F— ® CN M W � _I U x. y, r �- ® JOB NUMBER SPH -601.01 ® PRINCIPAL IN CHARGE ROBERT BORTHWICK ® PROJECT MANAGER KIRK KELLER M DRAWN J.G. / K.K. ® SHEET TITLE CONSTRUCTION DETAILS ® SCALE AS SHOWN M REVISIONS A A 0 0 0 Southwest Inspection and.Testing,..Inc.', 441 Commercial Way, La Habra, CA 90631 (562) 941-2990 9 (714) 526-8441 • Fax (562) 946-0026 REGISTERED INSPECTORS'S DAILY REPORT =jZ$O- SW T.Job No. D j-07 TYPE OF INSPECTION REQUIRED ❑ Reinforced Concrete ❑ StrrJctural Steel Assembly E] Quality Control ❑ Post Tensioned Concrete ❑ Fire Proofing ❑ Other ❑ Reinforced Masonry ❑ Asphalt Job Address City 4 Job Name Lf Permit NLo. Issued . Type of St ture Archite —' Material Description (type.,grade urce). >r Enginee 11 Inspector(s) Name--OSer Contractor Subcontractor G - TESTS'PERFORMED. TYPE OF SAMPLE " SLUMP.., QUANTITY INSET ADDITIONAC.REMARKS:ON.SAMRLES 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 iii (DENT: NO'S OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T..BOLTS TORQUED) CHECKED, ETC. ?�7'L i 714W 061— 00�s 3 CERTIFICATION OF COMPLIANCE CONTINUED ON NEXT PAGE [71 PAGE nc 1 HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPVeW SECT OF ]IE GOVERNING BUILDING LAWS. SIGNATURE OF REQ7ERED PECTOR SPECIALTY NO. AGENCY TIME IN TIME OUT REG. HOURS O.T. HOURS I CYLINDERS r CO Dao 1 9�7 All inspections based on a minimum of 4 lours and over 4 hours - 8 hour minimum. WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECTOR'S COPY, GOLDENROD - JOB SITE COPY