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BPLB2015-005978-495CALLE TAMPICO 4 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BPLB2015-0059 Property Address: 56175 PLATINUM WAY APN: 775370016 Application Description: CAL WEST COMMUNITIES GAS LINE Property Zoning: Application Valuation: $1,500.00 Applicant: CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD, CA 92008 , 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 and Professions Code, and my License is in full force and effect. License Clas B License No.: 927267 r ate: � Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Divisio 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 f a permit subjects the applicant 0 a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_J 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 .he 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: 6 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 Lender's Address: e VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 4/13/2015 Owner: RREF II CWC LAQ LLC 5927 PRIESTLY DR STE 110 CARLSBAD, CA 92008 Contractor: CALIFORNIA WEST CONSTRUCTION 1 5927 PRIESTLY DRIVE STE 110 CARLSBAD, CA 92008 (760)918-6768 Llc. No.: 927267 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit, is issued. My workers' compensation insurance carrier and policy number are: Carrier:_ Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with Ahoseprovisions. 2D)te� �/ Applicant: 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 Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives, of this city to enter upon the above- mentioned p perty for inspection purposes. bate: Signature (Applicant or Agent): FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY ' METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PERMIT ISSUANCE: $91.85 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE, GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.09 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PLUMBING FEES: $36.26 $0.00 • •• Description: CAL WEST COMMUNITIES GAS LINE CONDITIONS Type: PLUMBING Subtype: Status: APPROVED Applied: 4/13/2015 PJU Approved: 4/13/2015 PJU Parcel No: 775370016 Site Address: 56175 PLATINUM WAYLA QUINTA,CA 92253 Subdivision: TR 29421 Block: Lot: 2 Issued: Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $1,500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 PHONE Details: GAS LINE FOR BBQ & GAS FIRE PIT PER APPROVED PLANS 2013 CALIFORNIA PLUMBING CODES APPROVED PER JJ. . ADDITIONAL SITES CHRONOLOGY CONDITIONS CONTACTS =NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT CALIFORNIA WEST CONSTRUCTION 1 5927 PRIESTLY DRIVE STE 110 CARLSBAD CA 92008 (760)918-6768 LBELLOSO@CALWESTC OMMUNITIES.COM CONTRACTOR CALIFORNIA WEST CONSTRUCTION 1 5927 PRIESTLY DRIVE STE 110 CARLSBAD CA 92008 (760)918-6768 LBELLOSO@CALWESTC OMMUNITIES.COM OWNER RREF 11 CWC LAQ LLC 5927 PRIESTLY DR STE 110 CARLSBAD CA 92008 (760)918-6768 71 Printed: Monday, April 13, 2015 10:03:29 AM 1 of 2 CR sY5TEM5 INSPECTIONS �+ RESULT REMARKS NOTES PLUMBING FINAL" BLD - CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK #' METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid forPERMIT ISSUANCE: $91.85 $0.00 GAS SYSTEM, 1-4 101-0000-42401 0 $12.09 $0.00 OUTLETS GAS SYSTEM, 1-4 101-0000-42600 0 $24.17 $0.00 OUTLETS PC Total Paid forPLUMBING FEES: $36.26 $0.00 TOTALS:00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE RESULT REMARKS NOTES PLUMBING FINAL" BLD Printed: Monday, April 13, 2015 10:03:29 AM 2 of 2 CBMUSYS TEMS Bin # `• City of La Quinta Building w Safety Division Permit # P.O. Box 1504, 78-495 caJie Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address:�75 rf Owner's Name: RREF II—CWC LaQ , LLC A. P. Number: Address: 5927 Priestly Dr. , Suite 110 Legal Description: j Qj a Tract No. 36537 =/ City, ST, Zip: Carlsbad, CA 92008 California West Construction Inc Contractor: Telc hone: ( 760) 918-6768 > `"•:'`:sw? ??''<<`' Address: 5927 Priestly Dr., Suite 110 Project Description: city,.sT, Zip: Carlsbad, CA 92008 �� GAS Cts wi:}:t}},��''CC•(Y.:in`i"•i;:;:}`}}Y%vy'�;+v v: L-:2ri' /� Telephone: i:`s?r .:Y�Ssi•}}; 'y 5 „`.•3'i /_ �G� (760) 918-6768 P ' . :,;��<: _~�; ,' . ,,. �.• .c";,�" �.iC�/ Fir State Lic. # : 927267 City Lic. #;101491 ` ` Arch., Engr., Designer: ��v Q ^ `'•�i n � Address: City., ST, Zip: Telephone: »::x•�>`?;>< ` :,} }}..>.•.:,.t.},_ Construction Type: Occupancy: • State Lic. #: v:.:.i•T:''rlutf:'::%(y}}'":}�j�i<..:" t!<'3;Y: :: }}}:.�.h•:: ii:!{m}.}:vY.:w:>.•tv.. �:�i; i}i�:\hv .}}ryrx* Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Mary Nettles Sq. Ft.: #Stories: #Units: Telephone #,of Contact Person: (760) 497-5258 stimated Value of Project: 0 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person Plan Check Balance • Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for correclionsfissue Electrical SubcontactorList i Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE: 'nd Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Flftk mdol ti CONSTRUCTION KEYNOTES OI LIMESTONE PAVER OVER 3 1!2' CONCRETE. TYPE 'A', BEIGE COLOR SEE L-2ID0, DETAIL A (TYPE AND PATTERN TO BE SELECTED BY LANDSCAPE ARCHITECT) SEE SOILS REPORT FOR ROAD BASE. O ARIZONA TILE. SALEM GREY TILE SET OVER 31/2' CONCRETE. GROUTE AND PATTERN_ TO MATCH INTERIOR CO3�AC'-SCREEN-- SEE -L 7043DETAIL P. _ ® IS' SQUARE CONCRETE STEPPING STONE/SAND-SET. SEE L -2,W, DETAIL B CALOR TO BE DAVIS-ADOBE. tOiFIRE-RFT_SEE,L^ 200IDETAIL-C; 8 6 �WATER.FEATURE. SEE-L-1ID0;'DETAIL D ORNAMENTAL SCREEN. SEE L-2ID3, DETAIL O 0 3 -IQ' THICK CONCRETE WITH MEDIUM BROOM FINISH TO RLN PERPENDICULAR TO PATH OF TRAVEL. COLOR TO BE DAMS -ADOBE WITH FIBER MESH REINFORCEMENT. CONCRETE MIXTURE PER SOILS REPORT. O9 6- THICK, INTERGALLY COLORED CONCRETE WITH MEDIUM BROOM FINISH 6 X 6 10/10 WALIM CENTERED IN SLAB. COLOR TO BE DAVIS-ADOBE COLOR WITH TOP CAST FINISH CONCRETE MIXTURE PER SOILS REPORT. DRIVEWAY/ADA RAMP/CURB/GUTTER AND ROADWAY DESIGN PER CIVIL DRAWINGS. II STEPPING STONE PADS. INSTALL IRREGULAR SWAPED SLABS OVER 3 In' CONIC. AVAILABLE FROM, BOURGET BROTHERS • 310-450-6996 12 POOL AND SPA 'A'. SEE L-2IDI, DETAIL I. O I' THICK SOLNHOFEN FLAGSTONE LIMESTONE. INSTALL IRREGULAR SWAPED SLABS OVER 3 IR' CONC. AVAILABLE FROM, BOURGET BROTHERS' 310-450-6556 14 STONE SET OVER 9 1/2' CONCRETE. STONE TYPE AND PATTERN TO MATCH INTERIOR STONE. J 15 POOL AND SPA 'B'. SEE L-2.02, DETAIL J. �1V 0 I6 ARIZONA TILE, TROY 4- X B' TUMBLED TRAVERTINE STONE SET OVER In' CONC Il IB' HIGH SEAT WALL. SEE L-2.00. DETAIL F. lAA IS SPA SEE L-2ID1 DETAIL FL �D IS BOULDER SEE L -6)D0 FOR DETAIL. ` o (H�jBBO'COUNTER AsSEE-L-1ID31DET-A-ILrIC 6 A�® D��J! 21 BBQ COUNTER 'B'. SEE L-2ID3, DETAIL L. ` ��`�\ 27 BBQ COUNTER 'C'. SEE L-2ID3, DETAIL M. w`O,y�` T� Y� ® BBQ COUNTER 'D'. SEE L-2ID3. DETAIL N I �6L� �;,nl 9CEMENT PLASTER WALL FOR SCREENING. SEE L-2ID0, D TAIL R �� Rp POT TO BE SELECTED BY LANDSCAPE ARCHITECT AND RDINA � RIE .-�/ ® POOL/SPA/FOUNTAIN EQUIPMENT. mow, ® SPLIT RAIL TRAP FENCE. COLOR TO BE SIERRA BLEN SE 9 El � 1. 6. T © ARBOR/STONE PILASTERS. SEE L-2ID5, DETAIL R yY ® FAUX WALL. SEE L-2ID6, DETAIL S. ® BUFFTECH FENCE AND GATE. SEE L-2ID4 DETAL-Q NOTE, I. SPOT ELEVATIONS, SUCH AS .0', ARE SHOWN TO INDICATE RELATIVE HEIGHTS OF MATERIAL AND GRADE, AND ARE NOT INTENDED TO RELATE TO GRADING, SEE CIVIL PLAN FOR GRADING. 2. SEE SHEET L-103 PATIOS LAYOUT- FOR PATIOS BBQ, FOUNTAINS, POTS, MATERIAL FINISH AND CALOR SELECTIONS. CCNC IE FOOTM / RATWOW STANDARD CONCIgTE, - CONCRETE SHALL BE 4000 PSI (MMJ TYPE -2 PORTLAND CEMENT. PLACE REINFORCING STEEL V FROM BOTTOM AND 2' FROM BOTH ENDS (MINA SEE PLAN FOR STEEL SIZE, QUANTITY AND LOCATION FINAL CONCRETE MIXTURE TO BE BASED ON SOILS REPORT. CONCRETE IN NOT SOIL, -ALL CONCRETE PLACED IN CONTACT WITH NOT SOIL. DEFINED AS SOIL WITH A PN OF 1 OR HIGLER WILL C0NFOW TO ASTM C1012 -1J5 AND CONTAIN THE FOLLOWMG MIX PARAMETERS, TYPE 5 PORTLAND CEMENT WITH A 35 WATER / CEMENT RATIO* ASTM CLASS F FLY ASH (20 PERCENT VOLUMETRIC RE'LACEYENTA SUPERPLASTICIZER ADMIXTURE (10-18 FLOZ PER 100 LBS OF CEMENT). CONCRETE SMALL NAVE ACCELERATED CURING AND SMALL ATTAIN A MINTIUM STRENGTH OF 4000 PSI. TWE TYPE 9 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3% TR -CALCIUM ALUMINATE FINAL CONCRETE MIXTURE TO BE BASED ON SOILS REPORT. - PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL. WATERPROOFING SHALL BE EXTENDED FROM FOOTING to 2' MIM. ABOVE GRADE. - GRID. WARDSCAPE AREAS OVER LAYED WTN A 4- X 4' GRID ON THIS PLAN SHALL BE LAID OUT IN THE FIELD USING THE GRID. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO REVIEW WARDSCAPE LAYOUT PRIOR TO FORMING FOR FOOTINGS OR FLATUIORK - ALL CONCRETE SMALL BE ,41 WATER / CEMENT RATIO, 400 pel, 6 V2 SACK MIX TYPE 11 PORTLAND CEMENT ( ONLY RN SOILS WITH HIGH ALKALINE OR SALT CONTENT A - ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT M FIELD PRIOR TO POURING WITH SAMPLE PANELS PER SPEC IFICATIONS, _ — - - INCLUDE PENETRATING REALER ON ALI. SMTP r-nNCFFGTG AND PAVERS. (FL►TiC FMIJFI UNLCSO OTWERW E SPECIFIED. 1 - PApUNG. ROAD LAYOUT AND DRIVEWAYS BY OTHERS. - ADA AOCESSIBILITY ANALYSIS, COMPLIANCE AND DESIGN BY OTHERS. ( SHOWN WERE FOR REFERENCE ONLY 1. - LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWO3C LOCATIONS PRIOR TO CONCRETE BEM. POURED. - ALL GRADING AND DRANAGE DESIGN ON FLATIlOW BY CIVIL ENGINEER - SCORE JON% - CONTRACTOR SHALL LAYOUT SCORE JOINTS N FIELD N CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED 80 THAT NO MORE THAN 400 SF. OF CONCRETE IS OPEN. - - EXPANSION JOINTS - PROVIDE In' FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLATtORIC AND STRICTURES OR COLIPNS OR WALLS. - IRRIGATION SLEEVING - TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVNG UNDER PARIOUAY - SCHEDULE 40 PVC TO BE I V7 TIMES THE DIAMETER OF TWE IRRIGATION PIPE ( RECORD FIELD LOCATIONS) PA - PLANTING AREA TW - TOP OF WALL POB - POINT OF BEGINNING - STRUCTURAL DESIGN BY OTHERS. - THIS PLAN IS TRENDED TO PROVIDE AESTHETIC DIRECTION AND FINISH ONLY- - WATER FEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPECIFICATIONS PRIOR TO CONSTRUCTION. - DIMENSIONS INDICATE CENTER POINT OF WALK LAYOUT SHALL HAVE CONTINUOUS UNIFORM CURVE AS SWOUN ON PLAN. LANDSCAPE ARCHITECT SMALL APPROVE FORM LAYOUTS PRIOR TO CONCRETE POURING - CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND IRRIGATION PLANS. - CNIL ENGINEERING BY OTHERS - HYDRAULIC DESIGN: POOL AND SPA EQUIPMENT AND CAPACITIES DETERMINED BY POOL CONTRACTOR SUBMIT CATALOG CUTOUT SWEETS TO LANDSCAPE ARCHITECT. SCALE, r -V 110' 'A' O R 0 LANDSCAPE ARCF41ECT9, WC. 73061 EL PAI3EQ SUITE 210 PALM DESEW CA 92260 (760) 566'3624 (760) 773-5615 FAX E4AAL, Fgaaga-pdccm co 5w 6 Z 0 IL w 0 Ou U_ w� 0 =g z 0 z 0 0 SPECIFICATIONS SHEET O BOOK M PROJECT MANAGER, TM DRAWN, TM CHECKED, BK PROD. NO, RMO DATE, 6/23/14 SCALE, r-10 -17 REVISIONS NIT LANDSCAPE ARCHRECT 1 REYISIDN8 12/0/14 TM SHEET NO, L-1.00 CONSTRUCTION KEYNOTES O LIMESTONE PAVER OVER 31/2' CONCRETE. TYPE 'A'. BEIGE COLOR SEE L-200, DETAIL A (TYPE AND PATTERN TO BE SELECTED BY LANDSCAPE ARCHITECT) SEE BOILS REPORT FOR ROAD BASE. O ARIZONA TILE, SALEM GREY TILE SET OVER 3 1/2' CONCRETE. GROUTS AND PATTERN TO MATCH INTERIOR Q3 AC SCREEN, SEE L-204, DETAIL P. ® 18' SQUARE CONCRETE STEPPING STONE/SAND-SET. SEE L-200. DETAIL B COLOR TO BE DAVIS-ADOBE. 0 FIRE PIT. SEE L400. DETAIL C b WATER FEATURE. SEE L-200. DETAIL D T ORNAMENTAL SCREEN. SEE L-203, DETAIL O O3 -IR' THICK CONCRETE WITH MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL. COLOR TO BE DAVIS-ADOBE WITH FIBER MESH REINFORCEMENT. CONCRETE MIXTURE PER SOILS REPORT. 0 6' THICK INTERGALLY COLORED CONCRETE WITH MEDIUM BROOM FINISH 6 X 6 10/10 UJIUM CENTERED IN SLAB. COLOR TO BE DAVIS-ADOBE COLOR WITH TOP CAST FINISH CONCRETE MIXTURE PER SOILS REPORT. O0 DRIVEWAY/ADA RAMP/CURB/GUTTER AND ROADWAY DESIGN PER CIVIL DRAWINGS. 11 STEPPING STONE PADS. INSTALL IRREGULAR SWAPED BLABS OVER 3 1/2' CONC. AVAILABLE FROM. BOURGET BROTHERS ' 310-450-6556 17 POOL AND BPA 'A'. SEE L-201, DETAIL I. O I' THICK SOLNHOFEN FLAGSTONE LIMESTONE. INSTALL IRREGULAR SWAPED SLABS OVER 3 IQ' CONC. AVAILABLE FROM, BOURGET BROTHERS • 310-450.6596 14 STONE SET OVER 3 1/2' CONCRETE. STONE TYPE AND PATTERN TO MATCH INTERIOR STONE. B POOL AND SPA 'B'. SEE L-202, DETAIL J. I6 ARIZONA TILE, TROY 4' X 8' TUMBLED TRAVERTINE STONE SET OVER 3 1/2' CONCRETE. Q IB' HIGH SEAT WALL. SEE L-200. DETAIL F. IB SPA SEE L-201 DETAIL H. I9 BOULDER SEE L-600 FOR DETAIL. ® BBQ COUNTER 'A'. SEE L-2ID3, DETAIL K 21 BBQ COUNTER 'B'. SEE L-2ID3, DETAIL L. 0 BBO COUNTER 'C'. SEE L-203, DETAIL M. ®3 BBO COUNTER 'D'. SEE L-2ID3, DETAIL N. ® CEMENT PLASTER WALL FOR SCREENING. SEE L-200, DETAIL G. POT TO BE SELECTED BY LANDSCAPE ARCHITECT AND COORDINATED WITH INTERIOR DESIGNER ® POOL/SPAX-OIYNTAIN EQUIPMENT. 0 SPLIT RAIL TRAP FENCE. COLOR TO BE SIERRA BLEND. SEE SHEET L-204, DETAIL 0. ®B ARBOR/STONE PILASTERS. SEE L-205. DETAIL R ® FAUX WALL. SEE L-206, DETAIL S. ® BUFFTECH FENCE AND GATE. SEE L-204 DETAIL -O NOTE, L SPOT ELEVATIONS, SUCH AS .0'. ARE SHOUN TO INDICATE RELATIVE HEIGHTS OF MATERIAL AND GRADE, AND ARE NOT INTENDED TO RELATE TO GRADING. BEE CIVIL PLAN FOR GRADING. 2. BEE SHEET L-103 PATIOS LAYOUT- FOR PATIOS BSO, FOUNTAINS, POTS, MATERIAL FINISH AND COLOR SELECTIONS. STANDARD CONCRETE, - CCNCRETE SMALL BE 4000 PSI (MINI TYPE -2 PORTLAND CEMENT. PLACE REINFORCING STEEL 3' FROM BOTTOM AND Y FROM BOTH ENDS (MIN). BEE PLAN FOR STEEL SIZE, QUANTITY AND LOCATION. FINAL CONCRETE MIXTURE TO BE BASED ON BOILS REPORT. CONCRETE IN HOT SOIL, -ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL, DEFINED AS SOIL WITH A PH OF l OR HIGHER WILL COFORI TO ASTM C10I2-55 AND CONTAIN THE FOLLOWING AN MIX PARAMETERS, TYPE 9 PORTLAND CEMENT WITH A 35 WATER / CEMENT RATIOx ASTM CLASS F FLT ASH (20 PERCENT VOLUMETRIC REPLACEMENTA SUPERPLASTICIZER ADMIXTURE (10-I8 FLOZ PER 100 LBS OF CEMENT). CONCRETE SHALL HAVE ACCELERATED DURING AND SMALL ATTAIN A MINIMUM STRENGTH OF 4000 PSI. TWE TYPE 9 PORTLAND CEMENT SHALL BE CERTIFIED AS WAVING LESS THAN 3% TR -CALCIUM ALUMINATE. FINAL CONCRETE MIXTURE TO BE BASED ON SOILS REPORT. - PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL. WATERPROOFING SHALL BE EXTENDED FROM FOOTING to 2' MIN ABOVE GRADE. tj - GRD, HARDSCAPE AREAS OVER LAYED WITH A 4' X 4' GRID ON THIS PLAN SHALL BE LAID OUT IN THE FIELD USING THE GRD. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO REVIEW HAROSCAPE LAYOUT PRIOR TO FORMING FOR FOOTINGS OR FLANUORC - ALL CONCRETE SMALL BE Al WATER / CEMENT RATIO. 4000 P.O. 6 VJ BACK MIX TYPE II PORTLAND CEMENT ( ONLY IN BOILS WITH NIGH ALKALINE OR SALT CONTENT 4 - ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. • INCLUDE PENETRATING SEALER ON ALL SITE CONCRETE AND PAVERS. ( MATTE FINISH UNLESS OTHERWISE SPECIFIED. ) - PARKING. ROAD LAYOUT AND DRIVEWAYS By OTHERS. . ADA ACCCBGIDILITY ANALYSIS, COI•IPLIANGE ANIJ DESIGN BY OTHERS. ( SHOW WERE FOR REFERENCE ONLY 1. - LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORC LOCATIONS PRIOR TO CONCRETE BEING POURED. - - ALL GRADING AND DRAINAGE DESIGN ONFLATWORIC BY CIVIL ENGINEER Q SCORE JOINTS - CONTRACTOR SHALL LAYOUT SCARE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED SO THAT NO MORE THAN 400 S.F. OF CONCRETE IB OPEN. . - EXPANSION JOINTS - PROVIDE IR' FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLATUIORK AND STRUCTURES OR COLUMNS OR WALLS. - IRRIGATION SLEEVING - TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER PARKWAT - SCHEDULE 40 PVC TO BE 11/2 TIMES THE DIAMETER OF THE IRRIGATION PIPE. ( RECORD FIELD LOCATIONS I PA - PLANTING AREA TW - TOP OF WALL POB - POINT OF BEGINNING - STRNUCTURAL DESIGN BY OTHERS. - THIS PLAN 15 INTENDED TO PROVIDE AESTHETIC DIRECTION AND FINISH ONLY. • WATER FEATURE CONTRACTOR MST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPECIFICATIONS PRIOR TO CONSTRUCTION. - DIMENSIONS INDICATE CENTER POINT OF WALK LAYOUT SHALL NAVE CONTINUOUS UNIFORM CURVE AS SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL APPROVE FORM LAYOUTS PRIOR TO CONCRETE POURING. - CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND IRRIGATION PLANS. • CIVIL ENGINEERING BY OTHERS - HYDRAULIC DESIGN, POOL AND SPA EQUIPMENT AND CAPACITIES DETERMINED BY POOL CONTRACTOR SUBMIT CATALOG CUTOUT SHEETS TO LANDSCAPE ARCHITECT. NORTH SCALE: 1'-10' GIRAPFBC SCALE Ma s a LANDSCAPE ARCF41ECM INC. 73061 EL PASEO, SUITE 210 PALM DESEW CA 92260 (7W)SM-3624 (760) 773-5615 FAX E -'MAR.: rga-rga-pdcom V/ SW f 0 2 Q W J Z 2U 0W Z 0 Z a r VJ TW i SPECIFICATIONS SHEET❑ BOOK E PROJECT MANAGER: TAA DRAWN: TM CHECKED: BK PROJ. NO: 81430 DATE: 5/23/14 SCALE: 11-10'-0' REVISIONS NIT LANDSCAPE ARCHRECT As REVISIONS 12/7/14 TM SHEET NO L-1.10 IS CONSTRUCTION KEYNOTES: (D 3y' TwicK CONCRETE PAD.ARCHITECTURAL &AND S ADOBE . 6I018 O COIR POTTERY ARCHITECTURAL 15161 VAN BUREN ST 0 E m Cot•IPACTED GRAVEL IMDWAY CITY, CA 92855 n ED SOIL POTTERY PHONE: q 898.8,59 09 59 W LANDSCAPE ARCMIEM INC. w PLAN www.9rchpatcom 73061 EL PASEO, SURE 210 PALM DESERr, CA 92260 S IF WRAPS(760) (760) 568-3624 7 ISI.T4�RD9CAPE DC>E�CNCRETE BASE -4 2 I (760) 773-5615 FAX 11UU 3 BAR CONTINUOUS TOP , BOTTOM WI SELECT DESIRED FIRE BOWL ? :OLD M. OF 3' FROM EDGE OF SLAB. 18 3. 3 3 yy •I -1 -1 ❑ AUTOMATED 3VX 10' W MANUAL 30' % 10' rF AUTOMATED 3r X 1r > GRAD ❑ MANUAL 3B' X Ir 10 OO , R,g SELECT DESIRED PERNA SPEC ARTISTIC FINISH: w am 4.7—C—OMPACTED ///%\\/%///. %i,\/// /mo%i\�/��/• \ \\//�/�� / \\�/ /j\\y\j/\\\�\// g/-' ❑ *=I ❑ ARCTIC WRITE 9UEGR4DE \/�//�0 COBALT BLUE ❑pgRX WALNUT DUI11 EBONY '^ vi ❑ SEQUOIA _ 2 SECTION ❑EHDESHLEAD ❑BIIRNTTE iRACO77A Q L J W ❑URBAN SLATE i'Wr' Q ❑ DEEP AMBER °�O720OD PERSPECTIVE AUTOMATION INCLUDES: • ILL CONTROL PANEL Z 1• 0 v STONE TILE OVER CONCRETE 1° =1'-m°1515TEFFING STONE 1/2° =1'-m° g•.0• 3•.p• -CSP APPROVED BURNER ASSEMBLY WI7H FLAME MONITORING TECHNOLOGY. O Q 2.-p. CAN BE PERATSED FROM ANY HOME OR POOL w 1'-B• 1'-0' I'-0' FOUNTAIN TO BE DIDEPSHO y WATER OUTLET TOITICA6WOE BwiiBl�iro BS OPER LREMOTELY �RA� MOUNTING HARDWARE. Sam N.e'HSTONE STONEcAP BATSR OUTLET Br OBTOICABCADH mFTW POOL CONTRACTOR � O INER most TO COMSTRUCnOL - 60000• ED WO BNAOL -NATURAL GAS OR PROPANE. O 3-9• TO M BRA" BEM Lpa:BTOIQ:-STRLIED 04501. STONE nLEe TO Ba CYT AND :STALLED -SEW lD@STO E OTGKB vtl®R BEIDE 1-i'�DTQ@•ETRIATED O/I/fELL GTO!® nLES FA OR mNO NSTALLED TO BEWLED POE6 e MIPFIY LITE avaLaBLa Rine RW aFCIRIECIYRAL EASY TO -INSTALL.1,• NOTES 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER95P'H%FlCA710NE p.y To BeveLl•.D PACE Ne PACND N Darin OI/afRCeL .LAI R°Oe RNA AblmeenwAL Ea.B•®ae I'I") ne•esv 9 A 9 ELETmNTe n 215.5173 2 00 NOT SCALE ORAWDNi 9. THIS DRAWING 13 INTENDED FOR USE BY ARCHITECTS, ENGINEERS CONTRACTORS CONSULTANTS AND DESIGN PROFESSIONALS - BEla9 L. STONE vF>�ER CONT.« 'D DUDiE SIAL d BEIDE LMSTONE STONE vENEER AVaAABLE ReCM pI• d�O O..SK NOT USED DEVELOMENTIBU FOR PN CONTAINED101E OF DEVTlAPtdQ7T BUT MUST BE REVIEWED AND APPROVED BY 4. ALL INFORMATIONONT INEDH THIS WAS CURRENT z \` z F O TILE •Tina SaOESCETR N3a• _ WAtERF'ROOP TO EWA4WRRER THE PRODUCT MANUFACTURER TO T CONSIDEREDINFORMACCURATE. MANUFACTURER 9 N'S PRODUCT AND COMPANY INFORMATION VISIT WNRCADdeMi6.TOIIJhdO AND ENTER m O®NDIDB DLA.SSTAE V ° K• OL � ISR erica• ;q REFERENCE NUMBER 4B71-0OS REFERENCE NUMBER v —TAt I I- RMSNDRAJE ; . . IF r t FIRE BOWLS U '^ VJ v a1 rcr>pacTEo elmDRm O 1 ' � •. ! DED SQUARE FIRE BOWL EA V COR. ^ J .—.:� Tauri calve. PooTen. - 4'-0' ,'_m• = c9 :... '_ 'N n -.. elra°cllmu END2EeRND TO m ' �'� 4811-005 REVISION DATE 07NY(014 cO+IlvAcraR PROTECTED BY COPMGH70A14 CADDETADSCOM LTD. CAI)deft n NOTES: 5EE STRUCTURAL DETAILS cw - 9 BNEEr B•I - PLAN 5 6 SECTION 7 ELEVATION 'TIDE IRIDESCENT -039,' BY OCEANSIDE GLASSTILE W� a SPECIRCAmONS SHEET ❑ BOOK 0 ® WATER FEATURE 1/2° =r-0° --.— -- - PROJECT MANAGER TM DRAWN: TM CHECKED: SK 3/4'CEMMTPUSTULCOLORANDRNBHTOMATOIRMENCE PROJ: NOe - 'R1430 DATE: 5/23/14 SCALE: PER DETAIL ;D m !— v TNiOc "P e•CW1W GROurEDA DOALNrr RBDFa110EAW CHL ND SPECIAL D�ECTIONRE401® REVISIONS ARCHITECT 1 REV6910N3 IV17/14 TM .ek"° d fi L vEN,ER 6244 Q YgED ° C1�IBELED pE iG nAiol EEfi W - IOP ap PAVPtl � �� >' - -� •.•• - V °t•Q��pp(p�� MaTWALOEERAN ZI.•eTmSTEEL00.W b VFROGL - - - D DRADe 94115®10'O.G �J•.L—. m�COT. - IV= s SECT I ON 8 ALTERNATE REcn OTHER J X NI BAR IXM.DOWEL � � �' NOTES. SEE 91R1CTURAL DETAILS NTN �-i SHEET NO: SHEET S -I _ NITAR9 eoTroM Ivy V I �^� y :'�h�V+ .. 0.m ! ,`iy��•`..,•'^.GY �h:{m• , ...-1•�:.. 'ii `id -T }: r; .�. ...e-i^.'.•'v'K•' 11. L MHOR9®IB'OC T -T Goo Reca nSts Fire Table PLAN f L_2•00 7 PoSNnnS H"T°MeNp SUIRue IF SEAT WALL I/2° =r -,a° G CE1" FENT FLASTER WALL 1/2' =1'-m° iC` FTRE -1T NTS NO W BURNER N n x u coRBAL,`,` ; 10 X 10 CORBAL,,`• j� •. IL. I BBQ ALL WOOD W/ TRANSPARENT STAIN. 2 S. COLOR TO MATCH 184Ca TPJM. CONTRACTOR 7 R SHOP ORAWIMMS TO SCAPE ARCHITECT TO FOR (OVAL PRIOR TO (CATION. FIXTURE. FOCUS BRAND SL-59-ALLIMINWI W/BLK FINISH. PH. 949-590-690 BBQ. DCS BRAND 36' GRILL INSERT. *S BRAND SLAB GRANITE COUNTERTOP TO BE INSTALLED ON 3/4' DCX SUB TOP. GRANITE TO BE SELECTED By OWNER OUTDOOR DUPLEX OUTLET SWITCH FOR LIGHTS W CEMENT PLASTER TO MATCH ARCHITECTURE. DCS TOWER DRAWER TOT 20 J DCS TRASH BIN - TST20 FG. 44 - _ FG. A BBQ DETAIL - ELEVATION NOTES, BF.E STRUCTURAL DETAILS ON SHEET 9-I LI SLAB GRANITE COUNTERTOP TO BE INSTALLED ON 3/4' DCX SUB TOP. GRANITE TO BE SELECTED B7 OU.NER BBQ. DCS BRAND 36' GRILL INSERT. MODEL 93G536BOARL GRANITE. 2'M 12' BULLNOSE. GRANTIE TO BE SELECTED BY DINER. —6' CMU STRUCTURE. GROUT SOLID WITH 9 REBAR a 24' OL, EACH WAY. /--SEE PLAN FOR MATERUAL. CONCRETE FOOTING PLUMB GAS LINE FOR BBQ. GAS SHUT CFF VALVE By CONTRACTOR BSO. DOB BRAND 36' GRILL INSERT. MODEL 93GB36BQARI �T = BSUB TOP. GRANITE To E SELECTED BY CUNM GIZ4NTIE TO BE SELECTED BY - 6' CMU STRUCTURE, GROUT SEE PLAN FOR MATERIAL. SOLID WITH -3 REBAR - 24*OL. EAC14 WAY.FCOTW PLUMB GAS LINIE FOR BEG. GAS SHUT OFF VALVE BY S i/.i�.i �J i� ii• INSERT. MODEL 4301336WARL GRANTIE TO BE SELECTED BY LL BBa pCS BRAND 36' GRILL COUNTERTOP TO BE _J Q INSTALLED ON 11/4' DCXSUB SLAB GRANITE I!1_ 1. COUN- BE WIE O �g Q IIe1ll INSTALLED ON 3/4' DCX W SUB TOP. GRANITE TO_ 6' CMU r SELECTED By 024M `I`leiII, . 12 BULLMOSE. PLAN FOR MATERIAL - l�\ilSEE J SELECTED CHECKED BK PLUMB GAS LIKE FOR BBa 61 CM STRUCTURE. GROUT= GAS SHUT OFF VALVE By SECTION 14 O ' PLASTER TOCNONCRETE PLAN FOR MATERIAL FOOTING ✓//'/��W G\\GAG\;!>\�r.SEE - CEMENT PLASI ER TO \ GAS SHUT OW VALVE BY MATCH RESIDENCE. CONTRACTOIZ BURNER N n x u coRBAL,`,` ; 10 X 10 CORBAL,,`• j� •. IL. I BBQ ALL WOOD W/ TRANSPARENT STAIN. 2 S. COLOR TO MATCH 184Ca TPJM. CONTRACTOR 7 R SHOP ORAWIMMS TO SCAPE ARCHITECT TO FOR (OVAL PRIOR TO (CATION. FIXTURE. FOCUS BRAND SL-59-ALLIMINWI W/BLK FINISH. PH. 949-590-690 BBQ. DCS BRAND 36' GRILL INSERT. *S BRAND SLAB GRANITE COUNTERTOP TO BE INSTALLED ON 3/4' DCX SUB TOP. GRANITE TO BE SELECTED By OWNER OUTDOOR DUPLEX OUTLET SWITCH FOR LIGHTS W CEMENT PLASTER TO MATCH ARCHITECTURE. DCS TOWER DRAWER TOT 20 J DCS TRASH BIN - TST20 FG. 44 - _ FG. A BBQ DETAIL - ELEVATION NOTES, BF.E STRUCTURAL DETAILS ON SHEET 9-I LI SLAB GRANITE COUNTERTOP TO BE INSTALLED ON 3/4' DCX SUB TOP. GRANITE TO BE SELECTED B7 OU.NER BBQ. DCS BRAND 36' GRILL INSERT. MODEL 93G536BOARL GRANITE. 2'M 12' BULLNOSE. GRANTIE TO BE SELECTED BY DINER. —6' CMU STRUCTURE. GROUT SOLID WITH 9 REBAR a 24' OL, EACH WAY. /--SEE PLAN FOR MATERUAL. CONCRETE FOOTING PLUMB GAS LINE FOR BBQ. GAS SHUT CFF VALVE By CONTRACTOR BSO. DOB BRAND 36' GRILL INSERT. MODEL 93GB36BQARI �T = BSUB TOP. GRANITE To E SELECTED BY CUNM GIZ4NTIE TO BE SELECTED BY - 6' CMU STRUCTURE, GROUT SEE PLAN FOR MATERIAL. SOLID WITH -3 REBAR - 24*OL. EAC14 WAY.FCOTW PLUMB GAS LINIE FOR BEG. GAS SHUT OFF VALVE BY S i/.i�.i �J i� ii• IN IRON PANEL, DOUBLE FACED. B -IR' W, 21' K 698 LBS. AVAILABLE THROUGH KING ARCHITECTURAL METALS. B00-942-23'19. SCALE: 1/2° =I' -a LANDSCAPE ARCH TECM A1C. 73081 EL PASEO, SUITE 210 PALM DE96ir CA 92260 (760) 568-3824 p80) 773-5815 FAX E (760�►9aap1; INSERT. MODEL 4301336WARL SLA13 GRANITE COUNTERTOP TO BE _J Q INSTALLED ON 11/4' DCXSUB TOP GRANITE TO BE I!1_ SELECTED I" -_ O P WIE O �g Q IIe1ll BE W W 6' CMU r _ `I`leiII, . SPECIFICATIONS PLAN FOR MATERIAL - l�\ilSEE J �!S' �\C4DNCl;MTE FOOTING CHECKED BK PLUMB GAS LIKE FOR BBa DATE: 5/23/14 GAS SHUT OFF VALVE By SECTION 1 REVISON3 12/17/14 TM O IN IRON PANEL, DOUBLE FACED. B -IR' W, 21' K 698 LBS. AVAILABLE THROUGH KING ARCHITECTURAL METALS. B00-942-23'19. SCALE: 1/2° =I' -a LANDSCAPE ARCH TECM A1C. 73081 EL PASEO, SUITE 210 PALM DE96ir CA 92260 (760) 568-3824 p80) 773-5815 FAX E (760�►9aap1; SHEET NO, L-2.03 W O = _J Q W 00 m-.4 O P WIE O �g Q 0 U 0 � W W r W a SPECIFICATIONS SHEET ❑ BOOK 0 PROJECT MANAGER- TM DRAWNz TM CHECKED BK PR[aJ. 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