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13-0323 (BLCK)
P.O.. BOX 1504' / 78-495 CALLE TAMPICO, LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING pFRMIT Application Number: 13-00000323 Property Address: 80635 VIA PORTOFINO - �� APN: 777-150-026- - Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL y► j Application valuation: 5725 ` Applicant: Architect or Engineer: --------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I 'censed under prov' i ns of Chapter 9 (commencing with Section 7000) of Division 3 of the Busines n rofessi nils Cod d my License is in full force and effect. License Clasjs:+C29 fy, �' Licen a o.: 678140 Date:'°3 W -!3 nt Coractor 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 Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500).: 1 _ 1 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.). 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed -- pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason y 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: LQPERMIT Owner: Owner: DONOFRIO 80635 VIA PORTOFINO LA QUINTA, CA 92253 Contractor: RAS MASONRY INC 16780 CRESCENT GLEN RIVERSIDE, 'CA 92503 (760)774-0090 Lic. No.: 678140 __J M11 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/20/13 MAP Z 0 2013 51NANC9 FDF -'P7 WORKER'S COMPENSATION DECLARATION - I here firm under penalty of perjury one of the following declarations: r 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 workerscompensation insurance carrier and policy number are: Carrier INS CO OF WEST Policy Number WSD502042501 _ I certify that; in the performance of the work for which this permit is issued, I shall not employ any ` jj person in any manner so as to become subject to the kers' compensation laws of California, and agree that, if I should ecome ublect to thew s' compensation provisions of Section 3700 of the Labor shall rthw' comply those provisions. Dates ? &-13 Ap�ant: . [WARNING: FAILURE TO SECURE W RKERS' 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 aboy 'nformatio ' correct. I r to comply with all city and county ordinances and state laws relating to buildin c str io and hereby t nze representatives of this county to enter upon the above-mentioned propert .ins do p rposes. f ' � Date :20- signature (Applicant or Agent): ;l i " Application Number . . . . . 13-00.000323 Permit . . . WALL/FENCE PERMIT Additional desc . Permit Fee 108.00 Plan Check Fee - .00 Issue Date Valuation _ 8400 Expiration Date 9/16/13 Qty Unit Charge. Per Extension BASE FEE 45.00 7.00 9.0000 THOU BLDG 2,001-25,000 63.00 ----------------------------------------------------------------------------- Special Notes and Comments INSTALL (7) SECTIONS 65 L.F. OF 6 F.T. HIGH BLOCK GARDEN WALL & (4) SECTIONS 42 L.F. OF 32" HIGH RETAINING WALL PER, ORCO BLOCKDETAILSAND APPROVED PLAN. INSTALL PRE -FAB FIREPIT & PRE -FAB BAR-B-QUE. GAS LINE TO BE INSTALLED BY OTHERS UNDER SEPERATE PERMIT. 2010 CALIFORNIA BUILDING CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Paid, Credited ----- Due ----------------- ---------- Permit Fee Total 108.00 .00 .00 108.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1.00 .00 .00 1.00 Grand Total 109.00 .00 .00 109.00 LQPERMIT . him t �3,T'� �k'. �• 't'�'�- '� � � � • } ... _ . »_.__ .� -__ - - ' BUILDING DEPARTMENT CITY OF LA OUINTA K OFFICE: (760) 777-7012 1. �.. „ INSPECTI ON REQUESTS: (760) 777-7153 .. DATE: ADDRESS: CORRECTION NOTICE INSPECTION N - -:—PERMIT ♦ ----------------------------- or . r 7 i _ �. Lam, • � ,�'. r .Y � f • . �.. � , ..y ik'�'"�.. • • . r., • Y 'Inspector ' • ,� •i •t,, 1 < ... ` ry•R- .` � ,- c.. - - 'moi - 4•: '. y 'fr � '� . ' rr •' _. a • .., ' '� : .-{,: H . o t �. a `r "sf 4 - .. �.; , wi a � # 1 ... . x. • 1 .. „ " .. . � - DESIGN CRITERIA: 2 TO 1 BACKFILL SURCHARGE �% • ' G� ALLOWABLE SOIL BEARING = 1500 PSF SOIL TYPES SM—SC, AND BETTER P PER TABLE 1804.2 p �, ' B ALLOWABLE LATERAL PASSIVE = 150 PCF. CITY OF LA Q V I B �T EOUILIVALENT FLUID PRESSURE FOR 2 TO BUILDING p SA 1 BACKFILL = 60 PSF PER TABLE 1610.1 BUILDING & SAFETY DEP APrr"RO2 MIN. 0I r— I I I= FOZN STRUCTION IIS i, •' , � �. DAT BY /4 HORZ. CONT. 6 24" O/C 8X16 CMU SOLID a m, GROUTED W/ NO SPCL 2' CLR INSPECTION REDO. _ 'G' BAR ® EDGE OF B" CMU. FULL HEIGHT Q (2) / 4 HORZ. CONT. 2-112' ® 24' OIC - 'F* DOWELS O EDGE OF 8" OR 12' CMU ; 12X16 CMU SOLID _ GROUTED W/ NO SPCL _ INSPECTION REOD. 4' DIA. SDR 35 PERF PIPE W/ 1 CF. — 3/4' GRAVEL IWAPPED W/ MIRAFI 140N FILTER FABRIC — SLOPE TO ORA/N. '-WATERPROOF BACKSIDE OF WALL. 'NP BAR U y4 HORZ. CONT ®12" O/C TOF ANO - BOTTOM AS SH WN b 'A ' 'B' 'C' 'D ' 'E' 'FD 0 WEL 'G' -VERT 'H ° BAR ` 'T' 2'-0' 2'-0' NIA 1 •_9;, 8„ #4®32" 0/O 133" N/A. N/A s, �J Y 2._8. 2•_8• N/A 2'-0" 12„ #4032".0/C 141' N/A #4032' 0/C 9" 18"F 11 9" 3'-4 3'-4' N/A ,. 2'-J" 18 #4®32" O/C 49" N/A #4®32" 0/C ' . 12" 24"F 12" -9 4'-0' 4'-0' N/A. 3'-0" 24'" #4024" 15057" N/A #4024" 0/30 18" 1— 12,, 4'-8' 4:'-8' NSA 3'=3" 30" #4®16" O/C�65" 18" N/A #4®16" 0/C 18" 36T 15" 5`-4'3'-4" 2'-0„.3'-9„ j,3” 1 #4016" 0/033 #4®16` 0/C #4®16" 0/C 18" 39` � 21, 27" 6,'-0' 3�-4' 2'-8' 4'-0., 39„ #5®16" 0/c J41" 30" #4�1s" o/c #4®16,.. o/c 18"..' 45 �` . - 1.. r CE31925 • Exp. 12/31/2012 RETAINING WALL NOTES. MATERIALS, CWTRETE: Pc = 2S00 PSI ® 28 DAYS. REINFaRQNGSTEEL: AS7MA-615GRADE 60. CONCRETE MASONRY LMVITS: A57M C 90 MORTAR: USE 06P TYPES PER ASTM C 2701 GROUTUSE 2000 PSl 018 DAYS PER ASTM C 476. CEMENT. PORTLAND CEMENT PER ASTM C-150 TYPE WV GENERAL NOTES: 1. ALL MATERIALS, PRODUC- r WORIC MEA&W,, 7ESTING AND INSPECTION 91AL1 COMPL Y WITH THE 2007 CBC 1. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL CROWD OR ON UNDISTURBED ENGINEERED RLL 3. WALL SHALL BE LAID TRUEAND PLUMB, AND ALL CFI / S SHALL BE GROUTED SOLID. 4. ALL SPLICES S hALL BE 48 BAR DIAMETERS S ALL VERTICIL AND NCORWONTAL BARS SHALL BE TIED TOGETHER 6. DO NOT USE WAVYCOtMPAC710N EQUIPM8VT'AD14(EVT TO THE WALL. THE CONTRACTOR SHALL BE RESPONfS7" FOR ANY DAMAGES TO THE WALL RESULTM FROM WAPPIROPRIATE COWAC TFON TEVWQ(ES A1VD EQUTANE VTS. 7. THE RETABWAG WALLS SHALL NOT BE 84CKFUIM LAVTIL AT LEAST 14 EM YS - UNLESS PROPER .SHO RMG IS PROVIDES). LwTURAL Sit O CDA*KCTED FBL 8. WALLS SHOULD BE GROUTED AT W HEIGHT INTERVALS GROUTING SHOULD BE PERFORMED AS SOON AS POSSIBLE AFTER THE CONCRETE MASONRYUNITSARE PLACED . 9. PROVIOECONTROL JOINTS AT40'01CMAX 10. BUILDING DEPARTMENT INSPECTION SHALL BE OF THE FOLLOWING STEPS: 1st. FOUNDATION TRENCH WITH SECURED REINFORCING STEEL. 2nd BLOCK WALL WITH REINFORCING STEEL BEFORE GROUT. 3rd. M1D40GHT GROUTING FOR WALLS OVER 4' HIGH. 4M. GROUTED WALL AND DRAINAGE SYSTEM. 5th. BACKFILL AND FINAL 11. OMIT HEAD JOINTS AT FIRST COPSE AT EVERY 32' O/C WITH I CU. FT. OF J/4' GRAVEL FOR WEEPHOLE WHEN THE VJALL IS LESS THAN 3' HIGH. 12. PROVIDE 4'0 SUR 35 PERFORA PIPE WTTH PERFORATIONS DOWN AT I % MIN. SLOPE WITH 1 CP. OF 31r GRAVEL WRAPPED WITH MIRAFT 14ON FILTER FABRIC OR EQUAL. BACK DRAINAGE SYSTEM SHALL HAVE TEE CONNEC7ION AND NON- PEPFORATED2'0 OUTLETPIPEATEVERY 10'O/C'THROUGH THE WALL AT 2 % SLOPE ABOVE THE FINISHED SURFACE BLOCK WALL WIREMORCMU PER DETAILS 04 HOR7 CYIVD @ TO" AS RMIDW - PROVLDE 24' MIN. LAP AND PWNTAIN 3' CLEAR PRAM SOIL. N HOR2. CONT. ® 0070M - PROVIDE 24' . MIN. LAP AND MAINTAIN 3' CLEAR FROM .SOUL. FOOTING STEP DETAIL CITY of [A QUINTA K CF -319n �.12J3f/2i OF 6 ORCO STANDARD 6' TO 8' CMU SITE WALLS ' 0 OPTIONAL FLAT CAP { . OFSIG7Y CRITERIA: PER THE 2010 CBC 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF r 2. ALLOWABLE LAT BM PASSIVE PRESSURE =150 PCF 3. GROUTSTRENGTH = 2000 PSI @ 28 OAYS. 4. RawroRaw STM : GRADE 60. . S. 1500 PSI MVISONRY COMPRESSION STRENGTH. 6816, 6616, OR 6618 CMU GROUTED ONLY@VERT NOTES: STEER 1. CONCRETE BLOCK SHALL CONFORM TO ASTR C 90. Z CaKRETE FOR FOO TING 57WLL BE 1 PART -I MENT TO 2- ,r DROP-IN BAR PARTS SAND RT 3-1/2 PARTS GRAVEL WITH A AAW4UM OF I -1/2 G:ALLOKS OF WATER PER SACK. PORTLAND C SIE NT ShALL COVFORM +. TO A57N C 150 TYPE MV.. Fc = 2500 PST a `"• 06 STD JOINT 3. RQNfORC1NGSTEEL 51{4LL BEOffORM6DAND CONFORM TO REINFORCEMENT @ 24' O/C ASTM A 615 GRAVE 60. PROVIDE 48 BAR DIAMETER LAP. (3 PLACES - 4 PLACES FOR T a y a 8' WALLS). USE *5 STD. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN FOR SLUMP &OCK WHICH IT IS LOCATED. r S. CONCRETE BLOCK SHALL BE LAYED IN A RUVNING BOND a W PATTERN WIRE VERTICALCi>d MOTTYOFTHE CELLS UNO. V 1 NOTE: AROVIDE P4 DOWEL B i /4 DRO 61N Li4R AT EACH 6. ALL BLOCK CELS CONTAINING VLRLT7CAL R_B4R SH4U Bf SOLID SIDE of a NTROL JOINTS, GROUTED. ENDS OF WALLS AND @ WALL4. Q FfETGHT Ui4A1Gl S 7. USE TYPES MORTAR PROPOR710NLD EMM ASTM 0270 PART *x O CEMENT TO 412 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. Q B. GROUT FOR CO CRETE BLOCK PER ASTM 0476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY COW -AIN 1 PARTS 3/8" PEA GRAVES IF WEATHER CONDITIONS ARE FJVORABLEAND BLOCK 7Y' DOWEL @ CENTER OF lA1OBSTRLACTED CELL SIZE IS SUFFIC TENT TOALLOW GOOD GROUT FLOW). WATER Sh ALL BE ADDED TO PROD(A GOOD GROUT FLOW WITHOUT SEGREG4TXW OF THE LO GITUHV!5 + 9. &OCX STEM MAYBE WET -SET 1-1/Y INTG THE FOOTING WHILE THE LLMKRE7E IS PL 4snc BLOCK STEM M4' BE RACED: TD LEYa GRADE BOTH SIDES ETHER EDGE OF THE TRENCH.TM F0077NE ]0. FOOTnw MUST LTE F7LAUDON OR INTO JNDb-n4 fD x MAT URAL SOIL OR ON COMPACTED FILL WI1F' A MINIMUM r P COMPACTTON OF 90 %. 04 NORZ CLOW. ll. FIRST IALSPEMON TO BEAFTER F007TNi TRL S ME n - READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. .�., SECOND BdPFC770N TO BE WHEN THE RMTED VER7704L IS IN PLACE AND THE BLOCK WALL IS READY TO G30UT. 12. MWI7MUM C17NTROL JOINT SPACING. 40' :)/C: 20' 0/C fOR = WALLS TO BE M ORTAR WASHED OR STEXW C04TED. W INT. FOOTING CITY OF LA QUIIN' TA BUILDING & SAFETY DEPT, SEE CHART FOR REQUIRED REW s AND FOOTING DIMENSIONS. APPROVED eaQF F.s a _ FOR CONSTRUCTION S. 14 DAT k3• y _ C "' * -xe_ 12-3I-2012 y CITY 4F LA, t '- sql 9OF C �° CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING WIND MAX. 1W, DESIGN WALL SPREAD 'X' DOWEL 'Y' BAR SPEED HEIGHT FOOTING WIDTH #4 40" O/c 3Y #4 @ 40" 0/C V U 6'-0" 1'-9' 36• o/C - le' CMU SW O/C - le• CMU W8- 8 N � M W #4 C 40" 0/C 33" #4 @ 40" 0/C Q Q 6'-8' 11-10' 36• o/C - I6• cMu L9* 36' 0/C - 16' CMU Z w 9" -- ?� W n-#4 Z N @ 32. 0/C 33" #4 @ 0/C (.. � 7'-4' 2'-0" 27, ac - is,cnu 27- aIr Cc - Ir nu U) --� 10 10" co Q #4 @ 24"0/C — 33" #4 @ 24" O/C 81-0' 2'-3' le* 0/C - Ib• CMJ 16.0/C - 19• M 10" -- 10' L 6 EACN SIDE OF R W/ 04 DROP-IN MR r-OVT CUNT. foOnAG FOR SIDEYARD REnwN WALLS www DA41MAGESTS'ALE OCaMW, A W BLOCK INYLLFTTOI?m SWAlE GRADE. PROVYIX N DOOR AND I4 DRU0.M W CN EALN SIDE OF TNF J/2 BLOCK DRAIN' AS ,SHOWN _ _ _- _.iPWOETAU .ar.•. q.�"..o•� NNOK m171 �A:� wMg X,•twwowu•cu•r aaw wor�w. Li• o • • rnwa mor 40--c"m r ` «bu cw*•aa+ow•novar,. iac w,wiwxcu'raat nn" r••o• F007ING STEP DETAIL 1 s I Q%oFE N C? O v m ~ C31925 N p k Exp. 12-31-2012 s4r c I v.,� 0 F OF CPRE CITY OF LA QUINTA City Of � %a Q[!if lta ' Building &r Safety Division• P.O. Box 1504,78-495 Calle Tampico 14.Qulnta, CA 92253 - {760} 777-7012 Building Permit Application and Tracking Sheet Permit # s City Of � %a Q[!if lta ' Building &r Safety Division• P.O. Box 1504,78-495 Calle Tampico 14.Qulnta, CA 92253 - {760} 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: r Owner's Name:. C' A. P. Number. Address: 'A, l Legal Descripdon:,per-, Q 10_6 City, ST, Zip: Contractor. Xe S On AJC,. X Telephone: r7 Address: ! 0 • Project Description: City, ST, Zip: s I:f J K W Telephone: B State Lic. # : 0 City Lic, it, Arch., Engr., Designer. Address: City., ST, Zip: Telephone: State Lic. #: 6 ® Name of Contact Person: S� Construction Type:. Occupancy: Project type (circle one): New Add'n Alter Repair Dean Sq. Ft : #Stories: #Unit$ Telephone # of Contact Person: -76 Q Estimated Value of Project 8 �P APPLICANT: DO NOT WRITE BELOW THIS UNE N Submittal Req'd Reed TRACIMgG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Chcck Deposit. . Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calci. Plana picked up Construction Flood plain plan Pians resubmitted.. Mechanical Giading plan 2'! Review, ready for correctionslissue Electrical Subcoatactor List Called Contact Person Plumbing Grant Deed Plans picked up &rvLL K.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person AXP.P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees _.. I-° w I. SLOPE ALL DRAIN LINES AT A MINIMUM OF , 6 i OF DIRECTIONS TO BE MADE WITH i •. ' 2. ALL DRAIN LINE JUNGTlONS AND GRANGES \ N..r _<- S � : \ , PA 45 OR SWEEP TYPE E LL . .�. 4 f 3 \ \; of GE OF A ANDSGAPE D AREAS TO TAKE O P X PA OR POSIT VE DRAINA ALL : 3. PROVISIONS F I I A NG PLAN MED ON GR DI :. .; .. AS DIAGRA L ... , PRECEDENCE OVER MOUNDING f. 1 x.t 4 . a : . K i W FINISH SURFACE ,. 4. BOLD FINISH GRADE 12 BELO . f 41 ,: , d .,. . , O DRAIN 2Y PREFERRED w - - -. r oT : MINIMUM OF 19' � �. 5. EARTHEN AREAS AT ...-�-- � . ,.. OPE A E R S ALL : LL -r , ..... PA , MINIMUM OF I% TO DRAIN- 6. F I N I SR SURFACES AT A M SLOPE ALL I 1 w i ry L _I :, \ 1rJ .. .a . . ERNING GORES i _ , M TO GOY 15 TO CONFORM AND WORKMANSHIP \ � .. , .. MATERIALS ALL, :: : rt, GOND LAWN , AND ORDINANCES � .,.... \ , , I. , , 5 : . Y .. i. 1 PA _ S SLOPE IN L XGEED 3 AWN AREAS 15 NOT TOE : . \ .n s II INDICATES SECTION < \ FINISH S 6 BE OW ,, : f : OW TOP O� WALL L � , ,� 1 `. .... q. HOLD FINISH GRADE A MINIMUM OF 4 BEL �, : , .. ,�--- A I ' F OORS ON CONVENTIONAL WOOD g . FLOORS OF SLABS AND 12 BELOW FINISH L s —�i. a 5 TE E L INDICATES SHEET NUMBER RING s 10. PROVIDE DRAIN INE G EANOUTS AND/OR CATCH BASINS AT AMINIMUM OF 50 , O.G. OR AT EVERY GRANGE OF DIRECTION. INDICATES ELEVATION 11. HOLD INVERTS ON DRAIN LINES MINIMUM OF B BELOW FINISH GRADE L_ --� INDICATES SHEETNUMBER 5 SURFACE` 12. RAMPS INTO BUILDINGS NOT TO EXCEED A SLOPE OF 1:12 OR 5.5 GRADIENT PLANT AREA .VIA PORT FIN EG ,4 , o 0 13. Pi�OJ T W LK5 NOT TO EXCEED OF OR 590 GRADIENT -- -- EE� ASLOPE 12C I^I�I LAWN L= Gonstruction contractor o reel that in accordance with enerall accepted construction — 9 9 y P -i t' tNt Ud ' dS AI t FINISH �A FER I AL SiGHEDULE 1. POOL' TAHOE ` B LUE POOL COATING. RUN COATING UP TO WATER LINE TILE IL INFINITY WA LL MATERIAL TO BE SUBMITTED DRG FOR APPROVALPRIOR TO INSTALLATION. 2. SPA: TAHOE BLUE POOL GOATING. RUN COATING UP TO WATER LINE TILE 3. POOL AND SPA COPING: TO BE BUFF COLORED L POURED IN PLACE Ar -,ID WASHED CONCRETE 4. COVERED PATIO, 4 POOL DEG K __NEGA COME30 PAVERS 3Y ,�r LCARD GO LCR TO MATCH r OME B 1 FF COLORED CON AND L . B PER DETAIL • 5. REAR PLANTER INA L LLS: VENEERED INi TH SAME STUCCO TO MATCH HOUSE 6SELECTED POTS: TO BE `SE TED BY INTERIOR DES I GNE RII 1. DRIVEWAY SURFACE: Ar.,E. MEGA COMBO PAVERS BY BE LGARD COLOR TO MATCH HOME GONG. BAND PER DETAIL L S. MASTER BATH GARDEN WA S VENEERED D W ITR SAME STONE USED ON THE HOUSE, SAME FOR THE WALL GAP. 1. AUTOM GOLD QUARTZ I TE i THICK I GK WITH 51b" DESERT GOLD 2II THIGKBETWEE N QUARTZITE PADS 10. RA15ED PLANTERS: STUCCO FINISH TO MATCH HOUSE 11.SERVICE AREAS: 3/4 BUFF GOLORERED CONCRETE 4I THICK 12. TRASH EN CLOSURE WA 5 TO MATCH ATGH HOUSE FINISH. SURFACE TO BE PAVERS TO MATCH GOLF CART PATH T 13. SCREEN WA S: LL COLOR AND FINISH To MATCH ATGH HOUSE $OD Y 14. POOL EQUIPMENT LOCATION 15.ANN AND P AN 7'ER ED L L 6 I NG MEL % TA ER DE51 GN GUIDELINES L S SEE SHEET L2 I6. CONCRETE FIRE 1:30 WLS TO MATCH HOUSE SE COLOR. L R. m or an o Ice n er roun V1 v x er ... P - raertices co or wil required to assume sole and complete'res onslblllt for nstructlon contract I be p y oe p a F421614217' - safet of e so s Section o the Government Code requires job site condltlons duan the course of construction of theIncludin all r n , E rre o f Q J 9 9 y p I t o 0 a Di Alert Identification Number be issued be re a andproperty;that this re requirement shall be made to apply continuous) and not be limited to ` 8 16 32 0 9 .(� .�PP y a y Fermat to Excavate will be valid. For your Dig Alert indemnify normal workin hours and construction `contractor. further agrees to defend i mnif and hold Identification 9 9 y action .. N umber call Under _a_nd Service Alert . ._d. el i n rofe s i I ha Ies s from a ny and all liability, or alleged, in connection ' th the TOLL FREE at 1-800-227-2600 two urorktin9 days Performance of on this roJect, exce opting arisin from the sole negligence ence of desi n before udti. r0fessional. ` SEESHEETL-5 FORCONSTRUCTION DETAILS NORTH I8 I' -011 L 3 1E- , z Tw V1 ' z o z E- E --4 A w Cn is CO w a w P4 x I- —4 REVISIO NS I z d' - Delta Date Sheets Affected B Oestri do f Y no Change P � �1 �4 1 A1212=20--11 ALL GM Revised per DRC comments A from Dee, 12 2011 zri LO 2 4-26-12 ALL GM Revised r DRC RC comments — w from Feb. 24 2012 I w W z N U AL1 -L2 ALL GM Rev ised r DRC — ce comments F from May. 29 21D2 0'- k 1 00 E SHEET #— Ll DATE: CV © Ln c aj co D vi C: cn I pp,l ,MO 4� U= a, U4-1 3 �11 E C` ) LO l� tip .,., r� W A L 3 1E- , z Tw V1 ' z o z E- E --4 A w Cn is CO w a w P4 x I- —4 REVISIO NS z Delta Date Sheets Affected B Oestri do f Y no Change P � �1 �4 A1212=20--11 ALL GM Revised per DRC comments A from Dee, 12 2011 zri z�.�1 2 4-26-12 ALL GM Revised r DRC RC comments — w from Feb. 24 2012 I w W x AL1 -L2 ALL GM Rev ised r DRC — ce comments F from May. 29 21D2 0'- k 1 SHEET #— Ll DATE: CONSTRUCTION PLAN