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14-0127 (RPL) PlansSCH. LINE f1 y &UNITE PER COWRACTCR 40 PVC SUCTION 95% COMPACTED 9U5GRADE TO FUMF A. COURTYARD WATER FEATURE NT5 CMU WALL WITH WATER PROOF H=_rSRN•E PER STRUCTURAL ENG. PLANITER 3' FIRE BOWS ILAN VIE' -'I GLASS TILE TO BE 5ELECTED D=CORATIVE COPPER BRONIZSCUP,, cR SCULPTURE E AGAVE SGILPIURE FIRE BOWL :A2L^FTHI.AN 9. ;a.RA.ND EFFECTS 2 r STO!JE TO,'14T:;.,' ARCH -T 5'14' TILED WATER FEATURE WALL WATER SFvp cR COPPER NODEL ou):6o BY GRAND EFFECTS 3 -TOTAL Lk OEPoUATER LIGHTS 3 - TOTAL -12' DEPTN WATER LME�'FINISN GRADE GUNITE PER CONTRACTOR scl . 40 PVC SUCTION ELE VA T IOiNLL`s TO FUMF SC14 40 FVC 5UCTION LME FROM PLMP EXTE,iD TO cACH 5P0'r 5. I ENTRY WATER FEATURE NT5 I.1 FIRE PIT 0 NTS •r •�NA TUeBAAL .. ! VACATION POOLS INC A ` KN>z'R TO.BC'STPD ' Toot BOIt>7 S>:4t�F . 4' LAVA, PCGC.Lt P.O. Box•10940 PIFM Ror.K oN TOP OF &. AS RRt6 -� Indio, CA 92202 S I/3' THICK c w—*tem Ph. (760) 775-0468, Fax(760) 775-0469 TO XATrH DECK License # C-53-856835 • T A ID YNAaH TO HATG}L RI/2' �K 414 Ft a I8' or_ 6"XB'XI6' CAW BL"K 1 ! 1 6A5 VALVE < AUTO START 11Ai"ER SKIPPER •. >=?MANSION JOINT COPPER MODEL CM56 c' BY GRAND EFFECTS t 2 -TOTAL. I , _ C40WAeZM PATIACE RI/2^ MRPLAN 48'4T.' TILE TO BE SELECTED BY OWNER PROVIDE WATER PROOF L�MBRAi� 5� q I 1' PLASTER TO MATCH HOUSE, 1 SGRATGH GOAT, FM -BLE SHEEN FINISH I ( 2 rINISH GOATS. COLOR TG SELECTED ,' _ ,_ -.- • _ FOOTING UFLIG-HT - 2 TOTAL +q PEFER T N I° GANiI1 EYcR a ' FINISH SURFACE 3 VZ" THicK GONGRLm I COLOR NATURAL �11 WATER LINE F2' B °DEPTH I 3' DIA. DRAIN HOLE II I 12° x 241 6RAVLL, DRAINAse SCH. LINE f1 y &UNITE PER COWRACTCR 40 PVC SUCTION 95% COMPACTED 9U5GRADE TO FUMF A. COURTYARD WATER FEATURE NT5 CMU WALL WITH WATER PROOF H=_rSRN•E PER STRUCTURAL ENG. PLANITER 3' FIRE BOWS ILAN VIE' -'I GLASS TILE TO BE 5ELECTED D=CORATIVE COPPER BRONIZSCUP,, cR SCULPTURE E AGAVE SGILPIURE FIRE BOWL :A2L^FTHI.AN 9. ;a.RA.ND EFFECTS 2 r STO!JE TO,'14T:;.,' ARCH -T 5'14' TILED WATER FEATURE WALL WATER SFvp cR COPPER NODEL ou):6o BY GRAND EFFECTS 3 -TOTAL Lk OEPoUATER LIGHTS 3 - TOTAL -12' DEPTN WATER LME�'FINISN GRADE GUNITE PER CONTRACTOR scl . 40 PVC SUCTION ELE VA T IOiNLL`s TO FUMF SC14 40 FVC 5UCTION LME FROM PLMP EXTE,iD TO cACH 5P0'r 5. I ENTRY WATER FEATURE NT5 I.1 FIRE PIT 0 NTS GLEA"ATER / SPARKS RE51 D_ ENCE DEL OATO DRIVE THE TRADITION LOT 101 LA OUINTA, GA 82255 DATE: 01.20.14 REVI5ED: •r GLEA"ATER / SPARKS RE51 D_ ENCE DEL OATO DRIVE THE TRADITION LOT 101 LA OUINTA, GA 82255 DATE: 01.20.14 REVI5ED: MATERIAL NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN CONFORMANCE WITH THE 2013 EDITION OF THE CBC. 2. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. 3. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. SEE CBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS. 4. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 270. SEE CBC/IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY SPECIFICATIONS. 5. CONCRETE TO BE IN CONFORMANCE WITH CBC/IBC CHAPTER 19 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. 6. IF PROVISIONS FOR CONCRETE SULFATE EXPOSURE ARE REQUIRED BY THE PERMITTING AGENCY, CONCRETE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318, TABLE 4.3.1 7. CEMENT SHALL CONFORM TO ACI 318, SECTION 3.2, ASTM C 150. 8. WATER USED IN GROUT, MORTAR, AND CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 10. NO ADMIXTURES OF ANY KIND ARE ALLOWED WITHOUT APPROVAL FROM THIS OFFICE PRIOR TO CONSTRUCTION. 11. ALL REINFORCING BARS SHALL BE COMPLETELY EMBEDDED IN MORTAR OR GROUT AND SHALL HAVE A COVER OF NOT LESS THAN 2 INCHES. 12. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR #4 BARS AND SMALLER, AND GRADE 60 FOR #5 BARS AND LARGER. 13. LAP SPLICES TO BE 24' MINIMUM OR AS SPECIFIED. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURES AND SUPPORTING SOIL MAY BE SUBJECTED. CONSTRUCTION NOTES: 1. LAY CONCRETE MASONRY UNITS IN A RUNNING BOND. 2. THIS PLAN DEPICTS THE GARDEN WALL IN A COMPLETED STATE ONLY. THE GARDEN WALL INSTALLER IS RESPONSIBLE FOR JOB SITE CONDITIONS AND THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION. 8. 04 BARS CONTINUOUS ® 24' O.C. (HORIZ.) TYP. THROUGHOUT. 8' C.M.U. #4 BARS ® 16' O.C. GROUT CELLS W/ REINF TYP. THROUGHOUT PROVIDE WATERPROOF SURFACE COATING X a ZE 0 I a a ' FOOTING TO BE 12' MIN. INTO UNDISTURBED SOIL or 909 COMPACTED FILL 3'-0' MIN. FTG. #4 BARS ® 16' O.C., EA. WAY OA SECTION ® WATERWALL SCALE: 3/8 = 1'-0' SHEAR KEY FIRST COURSE MAY BE SET IN FOOTING OR USE SHEAR KEY AS SHOWN BELOW WALL FOOLING NOTCH & FILL c, W/ GROUT. a NOTES: ALL FOOTING STEEL TO BE 3° CLR. FROM EARTH. LAP ALL STEEL 240 MIN. 6'-0' MAX. ACTUAL PLAN CONFIGURATION MAY VARY © PLAN VIEW SCALE: 3/8 = 1'-0' CITY OrUA QUINTA BUILDING & SAFETY DEPT. 0D FOR CONSTRUCTION DATE DOWNSLOPE CONDITION WHERE 'h' IS TOTAL n HEIGHT OF SLOPE. ' I TO DAYLIGHT 5' MIN., OR PER SOILS ENGINEER. BY n 0 Go o N p W > 'm c o U o c cMo _j � C p m X 0 Ix<LLv d DESIGN CRITERIA: WALL DESIGN PER 2013 C.B.C. PASSIVE PRESSURE: 100 P.C.F. LATERAL SLIDING RESISTANCE: 130 P.S.F. BEARING PRESSURE: 1,500 P.S.F. (+1/3 INCREASE FOR LATERAL) J.N. 14-0113 WATERWALL FEATURE SPREAD F0077NG LATERAL LOAD PER A.S C.E. 7 DETAIL #801 OF S IDN _o w w �0 4 :z m C 56 ; `, w o F P. 613012015 `, CIVIC Q w OF CALIFC . i N H � � U vw o LLj O Q p=r i C3 DATE: 02/12/14 CALFS BY: T.L.L. CHECKED BY: R.L.L. a WATERWALL FEATURE SPREAD F0077NG LATERAL LOAD PER A.S C.E. 7 DETAIL #801