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BPOL2016-008755415 Medallist Dr BPOL2016-0087 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BPOL2016-0087 I 4 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Property Address: 55415 MEDALLIST DR APN: 767510006 Application Description: CASTLES RESIDENCE / POOL REMODEL W/ CMU COLUMNS Property Zoning: Application Valuation: $20,000.00 Applicant: . . COMMON GROUND CONCRETE BREAKING INC DBA 72877 DIANAH-SHORE STE 103-172 RANCHO MIRAGE, CA 92270 VOICE(760)7 - 77-7125 FAX (760) 77-7011 INSPECTIONS (760) 777-7153 Date:' 6/17/2016 Owner: DEAN &LORI CASTLES — 55415 MEDALLIST DR Q LA QUINTA, CA 21253 JUN 1.7.2016 Contractor:CITY OF IAGIUINTA A T nFDGF{T COMMON GROUNDIGO.N'CRET&BREAKLNG-1 72877 DIANAH SHORE STE 103-172 RANCHO MIRAGE, CA 92270' (760)799'-9174 Llc. No.: 745278 LICENSED CONTRACTOR'S DECLARATION I WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of.perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, I have and will maintain a certificate of consent to self -insure for workers' and my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance License Class: D06. C53, C27 License No.: 745278 of the work for which this permit is issued. i = I have and will maintain workers' compensation insurance, as required by --Da Da 7 — j i Contractor: D 4 : - Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation'insurance carrier and polity number are: OWNER -BUILDER DECLARATION Carrier: Policy Number:_ I hereby affirm under penalty of perjury that I am exempt from the Contractor's: State I certify that in the performance of the work for which this permit is issued, I. License Law,for the following reason (Sec. 7031.5, Business and Professions Code: Any shall notemploy any person in any.manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair Compensation laws of California, and agree that, if I should become subject )o the any structure, prior to its issuance, also requires the applicant for the permit to file a, workers' compensation provisions of Section -3700 of the Labor Code, I shall'ff&thwith signed statement that he or she is licensed pursuant to the provisions of the comply with those provisions. Contractor's State License Law (Chapter 9 (commencing with Section of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the. Date: — Applicant: basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fora permit subjects the applicant to a civil penalty of not more than five hundred dollars WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, ($500).: AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL -FINES UP TO ( I, as owner of the property, or my employees with wages as their sole ONE HUNDRED THOUSAND DOLLARS ($100,000). iN ADDITION TO THE COST OF compensation', will do the work, and the structure is not intended or offered for, sale. COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF,THE LABOR.CODE (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not INTEREST, AND ATTORNEY'S FEES. - 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 APPLICANT ACKNOWLEDGEMENT are not intended or offered for sale. If, however, the building or improvement is. sold IMPORTANT: Application is hereby made to the Building Official for a permit subject to within one year of completion, the owner-builderwill have the burden of proving then the conditions and restrictions set forth on this application. he or she did not.build or improve for the purpose of sale.). 1. Each person upon -whose behalf this application is made, each person at whose ( 11, as owner of the property, am exclusively contracting with licensed contractors request and for whose benefit work is performed under or pursuant to any permit Jo construct the project. (Sec. 7044, Business and Professions Code: The Contractors' . issued as a result of this application , the owner, and the applicant, each agrees to, and State License Law does not apply to an owner of property who builds or improves shall defend, indemnify and hold harmless the City of La Quinta; its officers, agents; and thereon, and who contracts for the projects with a contractor(s) licensed pursuant to employees for'any act or omission related to the work being performed under or the Contractors' State License Law.). following issuance of this permit. (_)'I am exempt under Sec. 'B.&P.C. for this reason 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. 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: . 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 byilding construction, and hereby authorize representatives of this city to enter upon.the above-mentioned property for inspection purposes. / Q Date: W / /^ / Signature (Applicant or Ageh*'_' s ,DESCRIPTION r _ F ACCOUNT '' `. QTII AMOUNT 1 'PAID Y$ PAID: DATE BSAS SB1473 FEE 101-0000720306 0 $1.00 $1.00 6%17/16 z PAID BY = ,METHOD t. RECEIPT # ", CHECK # CLTD BY COMMON GROUND CONCRETE BREAKIN CHECK R16415 2305 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00. $1.00 ;xr DESCRIPTION ' :' x ACCOUNT QTY ::: PAID PAIDDATE" a.. , ,AMOUNT v F WALL/FENCE -FIRST 100 LF .101-0000-42404 r. 0 $47.86 .$47.86 6/17/16 >F x3m , PAID $Y :, . s g, e €sk ' M ' '` RECEIPT # t ;" ; CHECK # BY' ,METHOD 3 $CLTD COMMON GROUND CONCRETE BREAKIN' CHECK R16415 2305. RSE DESCRIPTION €¢ I <, ACCOUNT ; `° QTY ' . : <• i v PAID ' PAID - _ , ..,, •AMOUNT DATE; WALL/FENCE -FIRST 100 LF PC 101-0000-42600 .0 $60.91 $60.91 6/17/16 a - PAI DBY ` adz =METHOD RECEIPT # CHECK # de > CLTD BY m .r ' COMMON GROUND CONCRETE BREAKIN CHECK R16415 2305 RSE Total.Paid for FENCE OR FREESTANDING WALL: $108.77 $108.77 bESCRIPTION ' ' ACCOUNT QTYx AMOUNT eP.AID r GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.09 $12.09 -6/17/16j. PAIDFBY , " METHOD p rRECEIPT# `CHECK#fi CLTDBY.'' COMMON GROUND. CONCRETE BREAKIN CHECK R16415 2305 RSE DESCRIPTION'F" 'f az '.r ACCOUNT AMOUnNT#,'tlpf PAID PAID DATE` { GAS SYSTEM,. 1-4 OUTLETS PC 101-0000-42600 0 $24.17 $24.17 6/17/16 PAID'BY f'' `'`METHOD; :RECEIPT# ', CHECK# CLTD BY, 4 ' COMMON GROUND CONCRETE BREAKIN CHECK R16415 2305 '. RSE Total Paid for PLUMBING FEES: $36.26. $36.26 `£, F XQY OAMDESCRIPTION UNT PAID PAID`OATE: , r € y SWIMMING POOL/SPA 101-0000-42404' 0 $181.29 $181.29 6/17/16 F ` RAID `: METHOD + ` r 4 x AE El CHECK:# xC1TD BY x E COMMON GROUND CONCRETE BREAKIN CHECK R16415 2305... RSE . . ¢:°'DESCRIPTION va iffy, 'ACC OUNTa ' QTY AMOUNT PAID At PAID:DATE-. SWIMMING POOL/SPA PC 101-0000-42600' 0 $98.62 $98.62 6/17/16' PAID BY tr :` METHOD > ... , x 'RECEIP.T # . r = CHECK# Fra CLTD BY; COMMON GROUND CONCRETE BREAKIN CHECK R16415 2305 RSE Total Paid for POOL /.SPA: $279.91. $279.91 s Description: CASTLES RESIDENCE / POOL REMODEL W/ CMU COLUMNS Type: POOL • Subtype: Status: APPROVED Applied: 6/10/2016 MFA Approved: 6/14/2016 'FU' Parcel No: 767510006. Site Address: 55415 MEDALLIST.DR LA QUINTA,CA 92253 Subdivision: TR 29657. ! Block: Lot: 6 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $20,000.00 Occupancy Type: Construction Type: Expired`. No. Buildings: 0 No. Stories: 0. No. Unites: 0 Details: POOL REMODEL AND ADD (4) CMU COLUMNS AT PATIO COVERS. ADD TANNING SHELF, RAISE SPA, ADD FIRE PIT AND (2) FIRE BOWLS ATOP (3) NEW 4'0" HIGH PILASTERS PER CITY SPECIFICATIONS. TO BE CONSTRUCTED. IN CONJUNCTION WITH PATIO COVER PER SEPARATE PERMIT (BPAT2016-0056). ALUMAWOOD PATIO COVER POSTS WILL BE SURROUNDED WITH A COLUMN OF 12"X12" CMU AND STONE VENEER. SPECIAL SITE-SPECIFIC ENGINEERING (DENISE POELTER ENGINEERING). FOOTINGS FOR THE POSTS AND COLUMNS MUST BE BUILT. PER THE SPECIFIC FOOTING DESIGN AS DETAILED'IN THE ENGINEERING PACKET. 2013 CALIORNIA BUILDING CODES. _ 4; ,F A Pplied to A red PQov _ADDITIONAL 4. CHRONOLOGYTYPE'.1c ' • • • STAFF NAME . ;- , ` -ACTION DATE N COMPLETION DATE z ';NOTES PERMITS BPOL2016-0087 (THIS PERMIT) AND BPAT2016-0056 HAVE THE SAME SITE PLAN. ONE PLAN SET WAS SUBMITTED, - BUT BASED ON THE SCOPE OF WORK, -IT WAS DETERMINED THAT.TWO PERMITS WOULD BE REQUIRED --ONE FOR THE (2) PATIO COVERS AND ONE FOR THE POOL REMODEL W/ CMU NOTE JAKE.FUSON , '. 6/14/2016 6/14/2016 _, WORK. THE FRAMING PLAN AND ENGINEERING PACKET FOR THE ALUMAWOOD PATIO COVERS WILL BE KEPT WITH THE PATIO COVER PERMIT (BPAT2016-0056) AND THE SITE PLAN AND SITE SPECIFIC ENGINEERING FOR THE POOL AND CMU COLUMNS WILL BE KEPT WITH THE POOL PERMIT. . - FILED.AT FRONT COUNTER IN'POOL DRAWER. PLAN CHECK SUBMITTAL MARY FASANO - '6/8/2016 6/10/2016 PLAN CHECK: DROPPED OFF. NEEDED SOME ADDITIONAL RECEIVED INFORMATION FOR JAKE Printed: Friday, June 17, 2016 8:34:56'AM 1 of 3 CR?WySTrmS . .... . ..... . HlYAIMLiAL iiqrUkiV!A I ION _f, 7r, CLTD 'RECEIPT DESCRIPTIO �,W A 4 PAID:� ,,-PAID DATE" #t CK METHOD"" PAID7BYr asp 7;� W t2 _v- .,%g i r BY - , q- I BSAS SB1473 FEE 101-0000-20306 0- $1.00 $1.00' COMMON GROUND 6/17/16 R1641S 230S CHECK NOTIFIED KAREN SMITH THAT PLANS WERE AND TELEPHONE CALL I JAKE FUSON I 6/15/2016 BSA:- WALL/FENCE - FIRST 6/15/2016 COMMON GROUND 101-0000-42404' PERMIT WAS READY TO ISSUE.APPROVED $47.86 7.86' 6/17/16 CONDITIONS 230S CHECK K RSE 100 LF CONTACTS .. .. .......... NAME TYPE e -,NAME .......... .. , e CONCRETE BREAKIN WALL/FENCE - FIRST - _ - APPLICANT COMMON GROUND CONCRETE 72877 DIANAH SHORE RANCHO CA 92270 COMMON GROUND BREAKING INC DBA, STE 103-172 MIRAGE $60.91 - $60.91 6/17./16 CONTRACTOR COMMON GROUND CONCRETE 72877 DIANAH SHORE RANCHO CA 92270 BREAKING INC DBA STE 103-172. MIRAGE OWNER DEAN & LORI CASTLES 554.15 MEDALLIST DR LA QUINTA CA. 92253 $12.09 . .... . ..... . HlYAIMLiAL iiqrUkiV!A I ION _f, 7r, CLTD 'RECEIPT DESCRIPTIO �,W A 4 PAID:� ,,-PAID DATE" #t CK METHOD"" PAID7BYr asp 7;� W t2 _v- .,%g i r BY - , q- I BSAS SB1473 FEE 101-0000-20306 0- $1.00 $1.00' COMMON GROUND 6/17/16 R1641S 230S CHECK RSE' CONCRETE BREAKIN Total Paid for BUILDING STANDARDS ADMINISTRATION. $1.00 $1.00 BSA:- WALL/FENCE - FIRST COMMON GROUND 101-0000-42404' 0. $47.86 7.86' 6/17/16 R1641S 230S CHECK K RSE 100 LF CONCRETE BREAKIN WALL/FENCE - FIRST 7 COMMON GROUND 101-0.000-42600 0 $60.91 - $60.91 6/17./16 R16415 230.5- CHECK RSE 100 LF PC CONCRETE BREAKIN Total Paid.for FENCE OR FREESTANDING WALL: $108.77 -$108.77 GAS SYSTEM, 1-4 101 -00004M01 -1t., 0` $12.09 $1.2.09 6/17/16 R16415 CHECK COMMON GROUND RSE OUTLETS CONCRETE BREAKIN GAS SYSTEM, 1-4COMMON 0' $24.17 $24.17 6/.17/16 R1641S -2305 CHECK GROUND RSE OUTLETS PC .101-0000-42600 CONCRETE BREAKIN Total Paid for PLUMBING FEES: $36.26 $36.26 SWIMMINGPOOL/SPA ROO 101-0000-42404 T;7 $181. 29 18 2 $ 1 9 6/17/ 16 64 R*l' -15 2305 CHECK COMMON GROUND RSE CONCRETE BREAKIN Printed: Friday, June 17, 2016 8:34:56 AM 2 of 3 CRSYSTEMS DESCRIPTI ON .ACCOUNT QTY' AMOUNT 7,Z-7 PAID, PAID DATE: RECEIPT,#., THOD,' PAID BY' 7 CLTDP SWIMMING POOL/SPA 101-0000-42600 0— $98.62 $98.62 6/17/16 R1641S 2365 CHECK COMMON GROUND RSE PC CONCRETE BREAKIN Total Paid for POOL SPA: .$V9.91 $279.91 INSPECTIONS PARENT PROJECTS ain l, it # b { uI/ f VV City of La Quinta . Building 8i: Safety Division - 78-495 0fte Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address. ` Owner's Name: i A. P. Number: Address: — 1 Legal Description: City, ST, Zip: Contractor: T ele hone• P Address: Project Description: fiCk)W4 4A City, ST, Zip: h Telephone: one• State Lic. # : City Lie. #.- // Arch., Engr., Designer`. ) Address: City., ST, Zip: Telephone: Con tract s ton T e: ane Y P Occu P. Y: State te Lic. #: Project type (circle one • New Add' n Alter Repair De Demo Name of Contact Person: 1:7511 IMTelephone Sq. Ft.: #Stories: # Units: # of Contact Person: — Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. 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 corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- '"! 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 ( -7 P W - . . . W, P th& f uywuo, buttres& 77725 Enfield Ln'ne, #130 Pnln Desert, CA 92211 (760) 772-4411 FAX (760) 772-4409 drpflyenal.Com PROJECT: BY 00 DA-MNI REVISED CO 1 CASTLES 55415 Medalist Street PAGE_ La Quinta, CA 922W OF COMMON &ROUND 5WIMMIN& POOLS' '128'1 Dinah Shore Drive', suite I Rancho Mirage, GA 922 I OF Lt QUIN PP f 160) 199-91'14 C' SAFETY BUILDING & SID ®PPF(® STRUCTURAL .G GUL T I ONS FOR CONS 1 n""' '- b TO ng Lode 2013 California Building Code EN&INEERINO SERVICES: +1. DETAIL "A"; Raise existing spa +16". 2. DETAIL "B": Add tanning shelf adjacent to existing pool at shallow end. 3. DETAIL "C": Decorative 120x12" CMU at Alumawood patio column and footing. 5011-5 INFORMATION NO SOILS REPORT PROVIDED. USE GBG TABLE 18062 FOR MINIMUM VALUES. OWNER/CONTRACTOR ACCEPTS ALL LIABILITY FOR COMPACTION AND SUBSIDENCE OF UNDERLYING SOILS. 5011 classification = 5114 sand Soil Bearing Pressure = 1500 PSF Continuous Footing Equivalent Fluid Pressure = 35 PGF (Cantilever Wali, Level Backfill) Equivalent Fluid Pressure— 55 PGF (Rdstrained Wall, Level Backfill) Sliding Coefficient = 0.25 (Passive + Dead Load) Passive Pressure = 150 PSF/FT CONCRETE (ISUNITE) STRENGTH f'r, = 2500 PSI 28 -Day Comp. Strength, Type 2 cement, 0.50 Water/Gement Ratio AT = 150 PGF ; REINFORCING STEEL f F y = 40 1691, &rade 40, ASTM A615, s3 BARS OR GREATER WATER PRESSURE W = 625 PGF AT SEA LEVEL T 4 •3'-0" tall Stone veneered, - New(2942 sq ft.) New (,) concrete band New 1'-T high 4'--0" concrete capped, reinforced CMU - Remove existing 1• round fire pit pilasters, roughly 1'-6" square with : lap 1fi' 1" 16 is{26 %' i' % j is . % % / • '//%/, ' // r /r%> r /' ;% r.—. -, NewTanning / . : :%: . ;;`.; .: :tea" .,/„ r./ l.•/ // // i %'. /i r de t e '<. • 10 :\• \- a vy ,,' 7 aa.. 171e1'It klreti \:- \ \ - Spa 'raised to 1' ti' w! < :•: ` \ stack stonespillway, \ \ :. •w'<: s. i, ; ( Exist. Skimm r ; /j : \ • .,,` Extended soc 3nd step \ \, -- .. .. •i _ .` :.fit -y:_: FrY> \ - Auto illi? - a< ; \\c XO \ . Z. ew LED sp -------- / \ \ 9 Stack stone` spillway ,-4, Exist Swim J t 1 Nevi Handrail. Optional) , \\ • s `: ;c'; _ (2)New.light l D lights t / ,'/•,I .- \.\ \ \ o / It : x 63ii1ti OOi (11319 ♦ ` \\ \ i . ., _ . j f _ tom. . / % // j , ; ' 5 • . r L lit 13 s4 1 2221 6'v 31 . 1 • .dj&, `yaO, butty'prjk SY ORSP DATE v CASTLES # 77725 Enfield' Lane, #130 REVISED 55415 Medalist Street PAGE_3 Palm Desert, CA- 92211 L 2 OvInta, CA 413253 (760) 772-4411 FAX (760) 772-4409 OF PROJECT: COMMON &ROUND 5WIMMIN& POOLS 2-05 BARS HORIZ. 12" O.G. 12" _ (TYP) ri 'T25'M Dinah Shore Drive, Suite 105/1'72' Rancho Mirage, GA g2270 (760) -Iqq-611'14 ,. 2012 150 ' 2015 California Building Code 05 DOWELS NEW STACKED STONE" AT 12" O.G. 12 SPILLWAY , (TMJ s3 DOWELS AT 12" O.G. (TYP) ------- , NEW. RA15i=ri" 'aD SPA :; at - DOWEL s3 BAR INTO EX. POOL = O WALL, 4 EMBED. a WITH W 51MPSON 5ET-XP \// \ "04j'• ; .. "a':J EPDXY ADHESIVE Q 1 GG -ESR -2505 N 5P. I NSP. REO ID w AT 12" O.C. ' \% //•` %` h/ / / — — - — — — — (TYP) \\/\\ \\ \\ \\/\\\\ i \ EXI5TIN& SPA EX15TINO POOL C,ONGRETE (&UNITE) f' c = 2500 P51 26 -Day Compressive Strength STEEL F y = 40 K51, &rade 40, ASTM A615 f MIN. LAP 05 = 16" 50ALE: 5/5" = 1'-0" ADD FA 1 SED E30ND BEAM AT EX 1 ST I NG SFS I A -' J c O ew BY DATE CASTLES S i0 • f 77725 Enfield Lane, #130 REVISED 55415 Medalist Street Palm Desert, CA 92211 PAGE_ (760) 772-4411 FAX (760) 772-4409 La aUlnta, GA at2253 OF - a CLIENT:. COMMON &ROUND SWIMMING POOLS '726'M Dinah Shore Drive, Suite 103/172 Rancho Mirage, GA 822'70 (760) '7q9-gl'14 2012 Intl Building Gode 2013 California Building Code 05 BARS HORIZ. 5 AT 12" O.G. EACH WAY (TYP) WATER p SURFACE -- EXISTING POOL \\ \\ //\ //\ / • 30 GLR DEMO POOL WALL \\//\3° GLR/\\//\\//\\//\\//\ 311 j\jj\\jj\\jj\\jj\\jj\jj ,.j\\j\jj\/j\\jj\jj\jj\jj\ a ` ( GLR. j\\j\\/\\/ \j II ADD TANNIN& \ \ \\ \\ \\ \\ \\ \\ \\ \\ 1 SHELF AND STEPS/\\//\\//\\//\\//\\/\\\ LAP EXISTING *5\ j///\\ j\\//\ j \/\> BARS INTO NEW\/\/ /\\/\\/\\/\\/\\/\\• TANNIN6 5%% :• LAP STEEL 15"MIN. \%/\//\\// j/\\/ \/ \/ • • MIN. LAP: .#3 BAR = 16" STEEL: F9 = 40 KSI ASTM A615 CONCRETE: Fr. = 2500 PSI AT 26 DAYS SCALE: I//2° = L'-O° NE TANN i N6 5HELF AST 5HALLOW ENDPooL_I B •h&•lye, / *bttt e ""' ' J "' a _'"_-' BYMP DATE •- $"_ I CZ 77725 Enfield Lane, #130 Palm ,Desert, CA 92211 REVISED CASTLES_ 55415 Medallbt Street PAGE_5 (760) 772-4411 FAX (760) 772-4409 La ONIMta, GA Q2253 OF drpfly@aol'.con PROJECT.. COMMON &ROUND SKMMIN& POOLS -"125"11 Dinah Shore Drive, Suite 103/112 Rancho Mirage, GA 4122'10 ('760) 14141-411'14 2012 IBC 2013 California Building Code := 12" X 12" GMU' V V COLUMN, ^ ! L -°l 50LID GROUT WITH 4-#4 5AR5 VERT. WITH 03 TIES AT ' 16" O.G. (TYP) ALUMAY400D00, STEEL COLUMN (BY OTHERS) , #3 TIES AT I6" O.G. (TYP), SEE FOOTING DETAIL O \j\ f a . AND REINF. REOTS. °: • . ° \j\\/ PER ALUMAWOOD Wi \\\ 5PEGIFIGATIONS \/\/ . . /\\//\\:(BY OTHERS) a .. 41.1: • • ° ..° /,\//,\//\. % \ a12" 4-#4 BARS HOOK WITH d. 4 &UNITE STRENGTH: f'G = 25 00 PSI STEEL STRENGTH: Fy = 40 KSI, &RADE 40, ASTM Ably ' #5 BARS MIN. LAP = IS" SCALE: 1/2" = 1'-0" MA50NRY COLUMN AT FATI O (DECORATIVE G New (81'-0") 2'-8" high rear wall, Stucco with Concrete cap, CMU wall New 1'-6" high Stuccoed block wall stucco top of this planter wall New (1, 171 sq. ft.) artificial turf area Existing Olive tree Root Bio Barrier Proposed BBQ center with sitting bar Existing 6'-0" high stuccoed Property Line wall Root Bio Barrier Auto fill? .... M2.0 11-11111iiII11111111illill! Ill 101! Existing low side wall —New 1'-3" high 4'--0" round fire pit -f-4' 10" t lip 1 —16' 1'! New (4) 3'*0" till Stone veneered, concrete capped, reinforced CMU pilasters, roughly 1'-6" square with 0 IN 16' 16' 1 71 INER0\1 M MM IRS E W SM Im , sm 9 51' .. . . ...... jjl' ew LED Sp V JW 'QW\ _Stack stone NO W New (21 P-61111) 21-811 high Reinforced CMU T _" 73 iiT-t-1 wall, stucco with Concrete cap Spa raised to stack stone s Exist, Skimm Extended sec I J 3t E 2' N id 611 t LIU1141) R N t \\ \\ \. \ \ \\ 2) 6W light L li t\\ \\\ \\ , v\ s a \ \ .\ • \\ \\• \\,:, . \ Ar 81 X\' \ \N\ \\ MINE A N 0, W K INK 'T g \, \ \\ \ . it off. \. ._o \\\; \\.\\\\0 NN I \\ 22'6" —23" 14' A oN > P PA 6 C Existing residence Existing pool and spa equipment location Existing court yard fountain equipment Existing AC condenser units to remain Existing electric and gas meters to remain Side Yard/ Rear Yard -NN----NNNN--NN-NNNN-----NN----NN----- Front Yard P.L. (1,845 sq. ft.) new interlocking -0- Existing Ficus tree add root barrier -Root Bio Barrier Existing low side wall New 12" deep by 6" high concrete step (29 sq. ft.) concrete step, (provide 12 .Existing palm trees to remain Existing P.L. Spa raised 1 P-6"with stone stepped spillway Remove existing Jacaranda tree and stump grind (3) built in pots at rear elevation of home to be selected by owner Existing 6'-0" high stuccoed Property Line wall New (502sq. ft.) artificial turf area 28 of A" high mgmtnlinrl in Revised: Dimensions updated 5/1/201 Owner revisions 5/17/2016 d" CL W 0 0 W CL Uj Existing California room new doors to exterior z —to be added LLi New powder coated designer panel screen walls 6'-0" tall and gate U) LLI New Concrete match border color 0 W Cl) 0 LLJ *NN@ M me J 10 0 Existing AC condenser units to remain pavers Existing interior court yard fountain to .......................................... remain (remodel remove raised Bond Beam and add grate and rock over) "NA Side Yard/ Rear Yard --------NNNN-----NN--------NN--- Front Yard Existing low walls to remain 4 sq.ft.. pavers sq.ft. border ft pavers with concrete banding ------- .11t. pavers Hardscape call outs M#f All paving Front and Rear yard: biLl. P 4 Dublin Cobble Paver (bella 25%, tosacana 25%, montecito 50%) V-0" wide concrete band to be light tan with a sand wash finish. pavers No plant changes in front yard at this the time. I :\\ \;\ • \;\ . \\: \ . \\ . \ \;\ ;. ;\ - ; ; ; \ \ ., ? \\\\' \ \ \ \ \\\ ,\\ \ \\\ \ . \,\\ \ \\\ . , \ i \\ \\\\\ \ \\\ ,'\ , , • P. L. %fto,:5r, 0-1- 40 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION )A4LO&ABY—_ Pools un wimming 72877 Dinah Shore Drive Suite: 103172 Rancho Mirage, Ca 92270 Lic # 745278 (760) 799-9174 00, "10" Scale: 1/8".1'-0" DATE: 4/29/2016 Comm . on These plains are owned by Common Ground Swimming Pools and are to be used by Commong Grounds Swimming Pools as a visual representation of the contract to redevelop the site . This design is not to be used by the client to obtain bids from other contractors. L0 M Uj LO _j Comm . on These plains are owned by Common Ground Swimming Pools and are to be used by Commong Grounds Swimming Pools as a visual representation of the contract to redevelop the site . This design is not to be used by the client to obtain bids from other contractors. L0 M Uj LO _j