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HomeMy WebLinkAbout72428 SOUTH RIDGE TRAILLANDSCAPE IMPROVEMENT PLANS LOCATION MAP WATER CONSERVATION STATEMENT THE FOLLOWING ARE GUIDELINES TO WHICH THIS PLAN SHALL ADHERE IN ORDER TO CONSERVE WATER AND GENERALLY CONFORM TO THE REQUIREMENTS OF THE DROUGHT RESPONSIVE LANDSCAPE SECTION AND OTHER APPLICABLE CITY AND AGENCY REQUIREMENTS. 1. NO TURF SHALL BE USED ON THIS PROJECT. (TURF SHOWN ON PLANS IS ARTIFICIAL). 2. LOW TO MODERATE DROUGHT TOLERANT PLANTINGS ARE USED. 3. AN AUTOMATIC IRRIGATION CONTROLLER CONNECTED TO A RAIN SENSOR SHALL SE PROVIDED. 4. NOTE INDICATING WATERING TIMES BETWEEN 9:00 PM AND 6:00 AM INDICATED ON PLANS. 5. LANDSCAPING SHALL BE SERVICED BY SEPARATE WATER METER 6. DIFFERENT PLANTING HYDROZONES SHALL BE IRRIGATED ON SEPARATE VALVES BASED ON SOLAR ORIENTATION, SLOPE GRADIENTS AND WATERING REQUIREMENTS. 1. ALL IRRIGATION IS POINT-TO-POINT IRRIGATION OR DRIPLINE TUBES. FOR STONE EAGLE RESIDENCE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA VICINITY MAP .e -r,rj s..rv._ • ril Pr! th: Rxd'S GQICEveni d U'eV; Ni ea vie.., Dr STONE EAGLE. GOLF .CLUB SITE 1/42 id'DAIT 111 FREEWAY h-2 viz -AD Man data 02017 G000le 1000 ft LI DIAL BEFORE YOU DIG TOLL FREE A PUBLIC SEVICE BY UNDERGROUND SERVICE ALERT TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 SHEET INDEX: L1.0 COVER SHEET LI.1 CONSTRUCTION PLAN L2 I CONSTRUCTION DETAILS L3.I IRRIGATION PLAN L4.1 IRRIGATION DETAILS L5 I PLANTING PLAN L6.1 PLANTING DETAILS L1.1 LANDSCAPE SPECIFICATIONS L12 LANDSCAPE SPECIFICATIONS L13 LANDSCAPE SPECIFICATIONS L1.4 LANDSCAPE SPECIFICATIONS L9.1 LIGHTING PLAN LEGAL DESCRIPTION ADDRESS: 12425 SOUTHRIDGE TRAIL PALM DESERT, CALIFORNIA OWNER/DEVELOPER DAVID HARPER 40620 MORNINGSTAR ROAD RANCHO MIRAGE, CA 92210 160-406 -2632 LANDSCAPE ARCHITECT RJ GUNNINGHAM LANDSCAPE ARCHITECTS 11 VILLAMOUR4 LAGUNA NIGUEL, CA 92611 PHONE: (949) 661-3995 EMAIL: rjclaesbcglobalnet CITY OF PALM DESERT DEPARTMENT OF COMMUNITY DEVELOPMENT APPROVED BY 11 ❑ C.0 RES. NO __ASTAFF LETTER ❑ P.C. RES.41p /❑ ARC ACTION FOR r T BY e • CONSTRU``CTION SHALL COMMENCE WITHIN ONE YEAR OP THE APPROVAL �rr Ql (SA -it • • Date CVWD Plan i'- These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USER right -of way. Trees, plants. walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA Landscape Architects 11 Villamoura Laguna Niguel, CA 92677 (949) 661-3998 RJCLASSBCGLOBALRET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal Issued No. Description Revisions No. Description Issue date: 6/26/11 1 Project Code: W tr Et COVER SHEET Original drawing sheet is 24" x 36" Drawing Number Copyright 2017 0\N0SCgpt. Ounningh% -T,p0 5 gnature 08/31/18 Renewal bate 6/26/17 Date OF CALIF Date Date Filename: Drawn by: Reviewed By: im MOM RJc Scale Accordingly if Reduced 1 669.97 GATE POOL LOCATIO AIR C LOCA \I 5 HIGH ALL' AND GATE TO SCREEN EQUIPMENT ikkR ARCHITECT. STACKED BOULDER WALL, TYP EXI TING ELECTR METER TRASH ENCLOSURE AREA WITH DOUBLE GATES TO SCREEN FROM VIEWS PER ARCHITECT GAS METER 67519 5' —0 SETBACK , 66951 G co W Ct99) C299)_ (E99) )UCCO WALCWITH Otte -is I CS99DETAIl- --- r99 9,) 1 GUE GRILL —AP ID SERVING .0PUNTER -DetAIt6g X66864 (699) 5 5 24' SCQUARE_BLOC PILASTER WITH ACCEN STONE DETAIL 'C' 1111 .r.rrrrr.- r:�,::::::- Ns..arrr. STEPPING L S ONES, TYP. Wes/ Wes' (1 affair J17/7771 ///» / tiunn MOO. -- ' IMMO INTERLOCKING PAVERS AT REAR YARD MATCH DRIVEWAY DECORATIVE PREFABRICATED FOUNTAIN SASM .f �•. __ ::I, u� I nu I II Iln II Illll1. ADDRESS MARKER SEE ATTACHED PHOTO INTERLOgKING PAVERS AT DRIVE AND FRONT ENTR - BELGARD MEGA BERGERAC T - AN BLEND. INSTALL PER ANUFACTURER'S SPECIFICATIONS. i--rrrr11 Lurrrrrlrrrrr. Illrrrr'-❑ C C v- STACKED pOULDER WALL, TYP EXISTING BRIMSTONE D.G. INSIDE COURTYARD ONLY 1 \ I STUCCO --P1 LACY SCREEN �U.JALL SEE DETAIL 'B' W ADDRESS MARKER Date CVWD Plan # PEDESTRIAN GATE CONSTRUCTION PLAN 0 S 16 24 I/8' =1'-0' These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 50UTI-I RIDGE TRAIL PALM DESERT CALIFORNIA Landscape Architects II Villamoura Laguna Niguel, CA 92677 (949) 661-3998 RJCLAe9BCGLOBALNET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal Issued No. Description Revisions No. Description Issue date:6/26/l1 Project Code: Copyright 2017 NDSCA /4,��.r< Cunningham q '�7 1% Lu 0 cr "Po 'N_ S gnature 08/31/18 Renewal Date 'K 6/26/17 /* Ode Pi CONSTRUCTION PLAN Original drawing sheet is 24' x 36' Drawing Number OF CALIF Filename: Drawn by: Reviewed By: Date Date MOM RJC Scale Accordingly if Reduced PLAN 1/2' =1' LEGEND 1. COUNTERTOP TO MATCH KITCHEN. 2. BARBECUE UNIT TO BE SELECTED. PROVIDE AND CONNECT TO NATURAL GAS LINE 3. PRECISION CONCRETE BLOCK WITH *4 REBAR AT 32'. GROUT STEEL CELLS SOLID. 4. STONE VENEER - DRY STACK RANCHO SANTA FE RUBBLE - RANDOM SIZE (ALL 4 SIDES) 5. FINISH SURFACE - CONCRETE PAVING 6. CONCRETE FOOTING WITH REBAR (STEEL REINFORCING PER SOILS ENGINEER/STRUCTURAL ENGINEER) 1. EXPANSION JOINT & STUCCO SCREW, TYP. S. ACCESS DOORS AND STORAGE. 10. REFRIGERATOR TO BE SELECTED. DI BARBECUE GRILL ' I-0' • • A NOTES INSTALLING CONTRACTOR TO PROVIDE STRUCTURAL DETAILING PROVIDED BY STRUCTURAL ENGINEER FOR MINIMUM THICKNESS OF CONCRETE AND SIZE OF REINFORCING STEEL. CONTRACTOR TO PROVIDE APPROVED SHOP DRAWINGS BY STRUCTURAL ENGINEER TO COMPLY WITH COPES FOR VENTING AND ALL SAFETY REQUIREMENT& cv Int a 13'-0' 2'-6' 2-0' s VERIFY WITH see. MODEL III 1 I-111-III-III-III-1 1- I 1-11-111-111=III-I 11=1I BBQ / SECTION LX a A a d 11_I 11-I I I I-1I -II II -1 11-111-1 11-1 11-1 11-1 I-1 II f ELEVATION 1/4'e1' d., 11I-1111I 11 LEGEND I. (2) HEAVY DUTY HINGES WITH SELF -CLOSING SELF -LATCHING HARDWARE. 2. I' x 4' STEEL FRAME GATE. PAINT TO MATCH ADJACENT WALL. 3. 11 x 6' VERTICAL BOARDS. STAIN DARK BROW{ 4. ADJACENT WALL. 5. FINISH GRADE 6. GALVANIZED STEEL GATE LATCH ASSEMBLY (ON BACK SIDE). SELF CLOSING INSIDE LATCH. 1. 2' X 4' WOOD LEDGER (ATTACH TO WALL). NOTES: CONTRACTOR SHALL PROVIDE COLOR SAMPLES PRIOR TO FABRICATION. • VERIFY DIRECTION OF GATE OPENING IN FIELD PRIOR TO FABRICATION. • CONTRACTOR TO PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION. • ALL WOOD SHALL BE ROUGH SAWN REDWOOD OR CEDAR • CONTRACTOR SHALL USE GALVANIZED NAILS THROUGHOUT. Al GATE LEGEND 1. NATURAL COLOR CONC. CAP . 2. 12' x 5' x 12' CMU BLOCK, GROUT SOLID (SEE PLAN FOR LOCATION) 3. DRY STACK RANCHO SANTA FE RUBBLE RANDOM SIZE 4. GROUT ALL CELLS SOLID 5. CONCRETE/ MORTAR PILL 6. CONCRETE FOOTING. REFER TO STRUCTURAL ENGINEER'S FOR SIZE AND REINFORCING REQUIREMENTS SUB -BASE MATERIAL - REFER TO SOILS ENGINEER'S REPORT. REINFORCING REQUIREMENTS - REFER TO STRUCTURAL ENGINEER FINISH GRADE WEIGHT VARIES SEE GRADING PLAN 6'-6' MAX. 10. NOTES: A. WALL CAP TO BE SELECTED BY OWNER B. BRICK VENEER TO BE ELDORADO STONE CASTELLO ROMA BRICK C. ALL VENEER THAT IS IN CONTACT WITH SOIL SHALL BE WATERPROOFED WITH A PENETRATING SEALER J IS' J OVERHANG 1' 1 J 16' ) J (tYP.) m �- a II -III - III III CI PILASTER AT PERIMETER FENCE 3' - 0' SECTION I/2' 21'-0' LEGEND 1. NATURAL COLOR CONCRETE CAP 2. 5' x 8' x 16' CMU BLOCK, GROUT SOLID 3. REINFORCING REQUIttrtNTS PER STRUCTURAL ENGINEER 4. STUCCO COLOR COAT OVER SCRATCH OR BROWN COAT. STUCCO FINISH, COLOR AND TEXTURE TO MATCH ARCHITECTURE 5. FINISH GRAPE 6. CONCRETE FOOTING PER STRUCTURAL ENGINEER 1. SUB -BASE MATERIAL PER SOILS ENGINEER REPORT i-i cl)D z1- ww - OCK w 0- ° a ;n ‘D B I STUCCO WALL Date CVWD Plan These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA Landscape Architects II Yillamoura Laguna Niguel, CA 92677 (949) 661-3998 RJCLAeSBCGLOBAL.NET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage, CA 92270 760-406 -2632 Seal Issued No. Description Revisions No. Description Issue date:6/26/11 Project Code: Copyright 2017 uPNDSCApF tunningho 01,p tic 0 /s --A S gnature 08/31/18 it Renewal Date \ 6/26/17 * \J� Date \P CONSTRUCTION DETAILS OF CALIF Filename: Drawn by: Reviewed By: Date Date MOM RJC Original drawing sheet is 24" x 36" Scale Accordingly if Reduced Drawing Number )C 668,64 J >C67J. , 9.97 (b99) <S99) r99 039) (899r x66ts.:13 <699) Nysizip C. 66925 5 / W POINT OF CONNECT ION: 4 STilrn inpnon iali -!i ammonia! ■a!■i:li iminato •• MEMEN pnit ■al--ali inpleampo dlii■!i ••!ems■� E 9!■--li ■■ lt• I- (b99) 99) 7 , np A i ( ( mimal illefairf .. l Wflf4I!4?;. r�(.?rr , ., .II I I ■ ln,,ilol l 1..� '��!f._.-.. ••lki "II: is-1'-'ii:Il�Jial: iull.J •, :ay. flif TEE OFF OF 3/4' DOMEST C WATER SERVICE AND PROVIDE VACUUM BREAKER, MASTER VALVE AND BALL VALVE. REFER TO DETAILS. WHERE POSSIBLE, MANIFOLD VALVES AT EACH LOCATION. toc v co co Lo IRRIGATION NOTE: ,‘1Y/ /?// REFER TO SWEET L-4.1 FOR IRRIGATION DETAILS. DRIP DRIP IRRIGATION NOTES In 1 IRRJGATION LINES AND CONTROL WIRES SHALL BE INSTALLED IN SEPARATE SLEEVES. LATERAL LINES AND MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF IlUICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL SE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES. 2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCH. 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGES AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAD REJECTION. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY LANDSCAPE ARCHITECT. B. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED SY GENERAL CONTRACTOR. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER 6. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOLUN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. 1. IT IS THE RESPONSIBILITY CP THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETANING WALLS, STRUCTURES AND UTILITIES. THE IRRJGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED ELY HIS UDR< HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH UJALLS, UNDER ROADWAYS AND PAVING ETC. PIF'E SIZING CHART PIPE SIZE FLOW (GFM) 3/4' DRIP 0-8 8-12 12-20 20-30 30 IRRIGATION LEGEND SYMBOL MFG. (NOT (NOT (NOT HUNTER HUNTER HUNTER NIIBCO FEBCO BY OTHERS GRISWOLD HUNTER AS APPROVED AS APPROVED 3 AS APPROVED AS APPROVED AS APPROVED HUNTER HUNTER HUNTER DESCRIF'T ION PSI GPM RAD PATTERN 0.25 FLOOD RIC>OT ZONE WATERING SYSTEM PGV-10IG 1 IRRIGATION REMOTE CONTROL VALVE. PCZ-10I-25 DRIP ZONE CONTROL KIT (DRIP VALVE ASSEMBLY) WITH I' PGV VALVE AND I' HY100 FILTER SYSTEM AND 25 PSI REGULATOR T-113 LINE SIZED BALL VALVE 165 VACUUM BREAKER BACKFLOW ASSEMBLY. REFER TO POINT OF CONNECTION NOTE FOR ADDITIONAL INFOR1ATION - 3/4' SIZE. WATER METER INSTALLED BY CVWD - 3/4 SIZE. vERIFy LocATION WITH CIVIL ENGINEERING PLANS. $2230 PRESSURE REDUCING MASTER VALVE, NORMALLY CLOSED - 3/4'. SD (SOLO -DRIP) DRIP EMITTERS. REFER TO DRIP EMITTER LEGEND. INSTALL DISTRIBUTION TUBING TO EACH PLANT. PRESSURE MAINLINE PVC SCH. 40, 1', SOLVENT WELD, BURT MIN. 18' BELOW NON -PRESSURE LATERAL LINE, PVC SCH. 40, SOLVENT WELD, BURY MN. 18' BELOW GRADE. SIZE AS NOTED. NON -PRESSURE LATERAL pvc SCH. 40, BURY MIN. 12 . SIZE AS INDICATED ON PLANS. INSTALL WITH FLUSH CAP IN EMITTER BOX WHERE INDICATED. PIPE SLEEvING pvC SCH 40, EXTEND MN 12' BEYOND EDGE OF PAVING (2 X DIAMETER OF PIPE -TYPICAL). WIRE SLEEVING pvC SCH 40, EXTEND MIN. 12' BEYOND EDGE CP pAvING.15URy MINIMLP1 12' BELOW GRADE. XC-6-00-I 6 STATION INDOOR WALL MOUNT AUTOMATIC CONTROLLER- MOUNT al INSIDE WALL CP GARAGE. FINAL LOCATION TO BE APFROvED BY LANDSCAPE ARCHITECT. PROVIDE CONDUIT THROUGH WALL AND INTO ADJACENT PLANTER INSTALL UJITH WR-CLIK WIRELESS RAIN-CLIK RAN SENSOR PER MANUFACTURER'S PLD-AVR AIR RELIEF vALvE. REFER TO DETAIL. FLUSH CAP. REFER TO DETAIL vALvE SEQUENCE NUMBER CC--- FLOW IN Giati WYDROZONE VALVE SIZE DRIF' EMITTER SCHEDULE I. CONTRACTOR SHALL INSTALL HUNTER SD (SOLO -DRIP) EMITTERS TO MEET THE FOLLOWING SCHEDULE: 2. THE NUMBER OF EMITTERS NDICATED ON THESE PLANS ARE APpROXIMATE AND SHOULD BE VERIFIED IN THE FIELD BASED ON PLANTING INSTALLATION. CONTRACTOR SHALL REFER TO PLANTING PLAN AND DETERMINE EXACT NUMBER OF EMITTERS REQUIRED BASED ON EMITTER SCHEDULE ABOVE 3. THE DISTRIBUTION TUBING SHALL NOT BE VISIBLE AT THE BASE OF EACH SHRUB. NOTES: CONTRACTOR TO INSTALL ALL IRRIGATION EQUIPMENT WITHIN LIMIT OF SITE WORK SHOUN FOR CLARITY ONLY - IRRIGATION IS SCHEMATIC. ALL LATERAL LINE AND MAINLINE INSTALLED UNDER AC PAVNG TO IBE PROVIDED WITH PIPE SLEEVING (2 TIMES LINE SIZE). NOTES: IRRIGATION PLAN IS DIAGRAMMATIC. CONTRACTOR SHALL ROUTE PIPING IN ORDER To AVOID OBJECTS LIKE LIGHTS, UTILITIES, EQUIPMENT VAULTS, SUB -SURFACE ROCK TOO LARGE TO REMOVE, ETC. AS LONG AS ALL PLANTS RECEIVE THE PROPER NUMI5ER OF EMITTERS PER SCHEDULE. CONTRACTOR SHALL COMPUTE EXACT FLOW 15ASED UPON FINAL PLANTING. CONTRACTOR SHALL NOT EXCEED SPECIFIED VALVE CAPACITY IN TERMS OF MANUFACTURER'S RECOMMENDED FLOW VS. FRJCTION LOSS SPECIFICATIONS. WATER USE CAL CUL AT IONS PROJECT LANDSCAPE AREA: 5.266 SQUARE FEET ESTIMATED WATER USE: ESTIMATED WATER USE: LOW WATER USE ESTIMATED WATER USE: HYDROZONE 3 (SPECIAL LANDSCAPE USE AREA TOTAL ESTIMATED WATER USE: DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED AREA DIMENSIONS EXIST THAT MIGHT NOT WAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OESSTRUCTIONS OR DIFFERENCE SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESIENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. LOCATE ALL VALVES IN SHRUB AREA &WOLIN FOR CLARITY ONLY. 10. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND IL REFER To clvIL ENGINEER PLANS FoR GRADING, ANY DRAINAGE STRUCTURES AND METERS. COORDINATE LOCATION OF IRRIGATION EQUIPMENT WITH CIVIL ENGINEER INFORMATION. 12. CONTRACTO1R SHALL SCHEDULE AND MAINTAIN IRRIGATION CONTROLLER TO OPERATE BETWEEN THE HOURS OF 10 PM AND 6. AM. la REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND 14. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL EMITTERS AND WiLvES FOR OPTIMUM COVERAGE. 15. ALL WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD UNIFORM !BUILDING CODE. Date CVWD Plan # IRRIGATION PLAN These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 6559 I et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtainina an encroachment permit from CVWD. Water Management Department Development Services Department LANDSCAPE IMPROVEMENr PLANS STONE EAGLE 72428 5OUTH RIDGE TRAIL PALM DESERT, CALIFORNIA Landscape Architects Villamoura Laguna Niguel, CA 92677 All production & intellectual property rights reserved Prepared for: 40620 Morningstar Rd, Rancho Mirage, CA 92270 760-406-2632 Seal Issued No. Description Revisions No. Description Issue date: 6/26/n —I Project Code: IRRIGATION PLAN Copyright 2017 jo:::-.4pricunningh Signature 08/31/18 Renewal Date 6/26/17 Or CALIF. Drawn by: Reviewed By: Date Date trI MDM Original drawing sheet is 24" x 36" Scale Accordingly if Reduced Drawing Number MAX. WITH K ♦• • • I. FINAL GRADE 2. 3' EMITTER BOVE FINISGDINSTALLED 3. Is' POLYETHYLENE RISER 4. 1/2 THREADED BASE 5. PVC SCHEDULE 40 TEE BURIED MIN. 12' BELOW GRADE DRIP EMITTER LEGEND C C C CI CI El VARIES SLE PLAN I. PRESSURE COMPENSATING DRIP EMITTER REFER TO DRIP EMITTER SCHEDULE FOR QUANTITY PER PLANT 2. AUTOMATIC FLUSHING END CAP 3• LATERAL LINE -BURIED A MINIMUM OF 12' BELOW GRADE 4. REMOTE CONTROL VALVE Cc3 NOTE: REFER TO IRRIGATION LEGEND FOR MANUFAND MODEL OF EMITTER OUTLETS AND FLUSH VALVES, ETC. PLACE EMITTER WITHIN 6' RADIUS OF SHRUB CENTER EMITTER OUTLET LAYOUT I1= I I-1I1na I II I I. 10' ROUND TAN PLASTIC VALVE BOX TOP OF BOX TO BE EVEN WITH FINISH GRADE. 2. FINAL GRADE. 3. LATERAL LINE (SEE DETAIL) 4. FLUSH CAP 5. 34' CRUSHED GRAVEL SUMP - 2 CU. FT. PER BOX FLUSH CAP II AUTOMATIC CONTROLLER - MOUNT AS PER MANUFACTURER'S RECOMMENDATIONS IOV POWER SUPPLY (TO BE PROVIDED BY ELECTRICAL CONTRACTOR) DIRECT BURIAL WIRES IN GALVANIZED CONDUIT ABOVE GRADE TO AUTOMATIC VALVES IN FIELD WALL MOUNT CONTROLLER NOTE • USE TEFLON TAPE ON ALL SWING JOINTS. • INSTALL TRIPLE SWING JOINTS WITH ALTERNATING MARLEX AND PVC SCHEDULE 40 STREET ELLS. 4' GRATE (PURPLE CAP) © HUNTER ROOT WATERING SYSTEM. (RZWS) REFER TO LEGEND FOR FULL MODEL U. © BUBBLER. REFER TO LEGEND. © FINISH GRADE. © CHECK VALVE. © PEA GRAVEL. INSTALL ALL AROUND. O VT SCHED. 80 PVC RISER. © I/2' MARLEX ELL. ® SWING PIPE, IT PIPE SWING ASSEMBLY O I/2' MALE NPT INLET © PVC SCHEDULE TEE OR ELL. © LATERAL LINE. (g 4' BASKET WEAVE CONTAINER. SUBGRADE BUBBLER AT TREE III - IIIIIMIIII IIII IIiiiS 1111 111=IIIII 111111-11111 a . a • ' -:: ' ` 1`I I 11111 I II I )nilhlil 11 III Illli RECTANGLLAR PLASTIC VALVE BOX ELECTRIC REMOTE CONTROL VALVE FNS-1 GRADE PRESSURE SUPPLY LI♦E PVC MALE ADAPTER (2 REQLRED) MASTER VALVE COPPER TYPE 'K' LINE FROM BACKFLOW/WATER METER 3/4' CRUSHED ROCK SUMP (ONE CL61C FOOT) NOTE' VALVE SHALL HAVE A MN, OF 4' CLEARANCE FROM THE BOTTOM OF THE VALVE BOX UD, AND 2' MN, CI FADANCE FROM TI-E BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. -11101111111= 111111E11111I=111111 111111E111111E 6 _ =111111=III' a tt RECTANGULAR PLASTIC VALVE BOX WITH LOCKING TOP. (LABEL WITH VALVE NO I SET ABOVE ABOVE FINISH GRADE IN PLANTING AREAS ONLY. 2' IN SHRUB AREAS . SNAP -TITS WIRE CONNECTORS. ® CONTROL WIRES, BUNDLE AND TAPE (W/24'MIN. EXTRA WIRE). © REMOTE CONTROL VALVE. SOLENOID. © PVC SCH soma( PVC SOH 40 FEMALE ADAPTER PVC NON -PRESSURE PIPE. ® PVC 504 s0 NIPPLE(LENGTH AS REQUIRED). ® 2X4 BRICK OR CONCRETE BLOCKING. ® ORORELL (SxS)TON MAINLINE. ® 4' MIN. OF PEA GRAVEL. ® PVC PRESSURE PIPE. PROVIDE WITH CHRISTY TAG INSTALL WITH TEFLON TAPE ON ALL THREADED CONNECTIONS REMOTE CONTROL VALVE LEGEND PVC SCH. 80 NIPPLE (CLOSE) 2 VALVE BOX WITH COVER: 24-INCH SIZE WITH BRANDING 3. PVC SCH. 40 MALE ADAPTER 4. WATER PROOF CONNECTION (I OF 2). 5. 30' LINEAR LENGTH OF WIRE - COILED. 6. PVC SCH. 80 UNION. 1. FINAL GRADE/TOP OF MULCH. 8. PVC SCH. 40 COUPLING 9. PVC 504. 80 NIPPLE 10. PVC SCH. 40 ELL. IL PVC 504. 80 NIPPLE (2' LENGTH) AND PVC SCH. 40 ELL. 12. PVC SCH 40 TEE OR ELL. 13. BRICK (I OF 4). 14. 3' MIN. DEPTH OF 34' WASHED GRAVEL I5. PVC MAINLINE lb. PRESSURE REGULATOR REFER TO LEGEND. 11. BALL VALVE, REFER TO LEGEND. IS. Y STRAINER REFER TO LEGEND. Is- CONTROL VALVE, 1ttrtR TO LEGEND. (LENGTH AS REQUIRED). INSTALL WITH TEFLON TAPE ON ALL THREADED CONNECTIONS DRIP VALVE ASSEMBLY FINISH GRADE 6' ROUND VALVE BOX AR / VACUUM REUEF VALVE 3/4'MXI/TFTXT REDUCTION BUSHING 3/4' PVC COUPUNG (TXT) 3/4' SCH 80 RISER (LENGTH AS REQUIRED) BRICK SUPPORTS (THREE) 3/4' CRUSHED GRAVEL SUMP POLY TUBING CLAMPED TO PVC INSERT FITTING Y j :/ STAINLESS STEEL. CLAMPS DRIPLINE AIR/VACUUM RELIEF VALVE FINISH GRADE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASI-ER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND 'BV' ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION II _ --El- FNISH GRADE IiI,IT I_I 11-111 SECTION VEW - NITS. PRESSURE SUPPLY UNE DEPTH AS PER SPECS. PVC MALE ADAPTER BRICK SUPPORTS UOASS UNION BRASS NIPPLE LANDSCAPE FABRIC 3/4' ROCK, 2 CUBIC FT. NOTE' BOX TO BE NSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQURED TO ACHIEVE PROPER VALVE INSTALLATION AT MAN LINE DEPTH. VALVES LP TO 2' DIAMETER SHALL HAVE MALLEABLE IRON 'TEE' HANDLES. PROVIDE TEFLON TAPE ON ALL THREADED CONNECTIONS BALL VALVE - 2" AND SMALLER DIMENSION I/2' TO 4' IN SIZE A 36' B 24' SECTION VIEW - N.T.S. C D 24' 4' SLEEVE INSTALLATION 2C/(l l(� /5(/ ;1- II III III III II IIIIII DIMENSION I/2- TO 3' IN SIZE 4' TO 6' IN SIZE A B C 18' 18' 4' 24' X 4' SECTION VIEW - N.T.S. PIPE INSTALLATION PAVING SAND BACKFLL COMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINES IN SCH 40 SLEEVE CONTROL WRES N SCH 40 SLEEVE UNDISTURBED SOL PRESSURE MANLINE IN SCH 40 SLEEVE PVC SLEEVES TO BE TWICE THE DIAMt I GL OF THE PPE OR WIRE BUNDLE CARRED. DETAIL ALSO FOR PPE NSTALLED IN ROCK SOIL. FNISH GRADE CLEAN COMPACTED BACKFILL LATERAL LINES, SEE SPECS. CONTROL WIRES, SEE SPECS. UNDISTURBED SOIL PRESSURE MAINLNE, SEE SPECIFICATIONS HOMEOWNER S CONTROI I w INSTALLED INSIDE GARAGE. SERVICE LINE TO BUILDING TYPICAL POINT OF CONNECTION TO DOMESTIC WATER SERVIC■■ METER/BACK ROW TO BE PROVIDE BY CVWD. CONTRACTOR TO SUPPLY LINE - SIZE BALL VALVE AND WILKIN: BR-4-I' SERIES PRESSURE REG-ULATOR. C C 1/SLOPE IRRIGATIONY SYSTEM PER CIAM PVC MAINLINE AS SPECIFIED POINT OF CONNECTION TO BUILDING f BUILDING 'rVVICE UNE COMER TYPE K TEE EXISTING WATER MIti2 FROM CITY SOURCE CONCRETE METER BOX ROUND PLASTIC VALVE BO MARK TOP MASIL:11 VALVE CONTROL VALVE(S) PER PLAN TO IRRIGATION SYSTEM MASTER VALVE. SEE LEGEND COPPER TYPE 'K' MALE ADAI' I Li/ PIPE FROM METER TO MASTER VALVE SHALL BE COPPER rh't 'K' (NO I ISF OF PVC) PVC MALE ADAt' I t32 PVC IRRIGATION MAINLINE Q3) POINT OF CONNECTION I. BACKFLOW UNIT 2. BRASS UNION 3. BRASS NIPPLE 3' LONG MIN. 4. BRASS PIPE RISER LENGTH AS REQUIRED 5. FINISH GRADE S. PVC MALE ADAPTER (TO SPRINKLERS) 1. PVC MAINLINE a BRASS 90° ELL AS REQUIRED Date CVWD Plan f C 1 CU FT. CONCRETE THRUST BLOCK 10. TO POINT OF CONNECTION - ADAPT AS REQUIRED NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF SACKFLOW PREVENTER HEIGHT TO BE 12' MIN. ABOVE HIGHEST SPRINKLER HEAD OR 12' ABOVE HIGHEST ELEVATION ON SITE, WHICHEVER IS HIGHER BACICFLOW DEVICE SHALL NOT BE VISIBLE FROM STREET VIEWS. VACUUM BREAKER These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code. Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA .r Landscape Architects 11 Villamoura Laguna Niguel CA 92677 (9492 66/-3998 RI/CLA&SBCGLOBALNET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal Issued No. Description Revisions No. Description Issue date:6/26/I1 Project Code: IRRIGATION DETAILS Copyright 2017 M4DSCA cunningh 5 gnature 08/31/18 Renewal Date / * 6/ 26/17 \ Date �P F CAUF Filename: Drawn by: Reviewed By: Date Date MOM RJC Original drawing sheet is 24" x 36" Scale Accordingly if Reduced Drawing Number -A66 80 )C 67 EXISTING PROSOPIS GLANDULOSA -0° _ SETBACK EXISTING ALOE O \ 7 (199) (299)_ (C99)` (t99)� (S99) r99 9j (L99) C899 )(664i:-J (699) / 5 $ 662 64 W i► Air, 5111n ``s to ��.' ( Mama iPunilm i iMG siamm SEWN .AMEN• MMUS M.0 . n ampagmag up•• ES .��� n• I hod mamma iSESE ma . �YV W HOMEOWNER'S AS CIATION PLANTING, TYR 011.NER INSTALLED. FXIST-Itsia-CERCIDIUM PRAECOX sr:._ I �' it - I iili iliili ihuliiulii iiliP noon MEW S IM I I. C co U) C rn I NOMEOUJNER'S ASSOCIATION PLANTING, TYP. OWNER INSTALLED. BRIMSTONE D.G. INSIDE COURTYARD ONLY 5 W W PLANTING LEGEND SYMBOL BOTANICAL NAME TREES THEVETIA PERUVIANA SHRIJESS / GROUND COVERS SOUCsAMVILLEA BACCHARIS P. 'CENTENNIAL' CAESALPINIA PULCHERRIMA RUELLIA PENINSULARIS TECOMA STANS GOLD STAR ACCENTS MUHLENBERGIA RIGENS CACTUS/SUCCULENTS DASYLERION WHEELER! VINES ANTIGCNON LEPTOFUS cOMMON NAME YELLOW OLEANDER BUSH TYPE RED DWARF COYOTE BUSH RED BIRD OF PARADISE BAJA PETUNIA BUSH GOLD STAR TECOMA _ DEER GRASS DESERT SPOON QUEEN'S WRATH SIZE 36' BOX 5 GAL. I GAL. 15 GAL. 5 GAL. REMARKS STANDARD LOW AS SHOWN LOW AS SHOWN LOW AS SHOWN LOW AS SHOILN LOW ti. rrlLS PLANT (ZONE 6) FACTOR 020 020 020 020 020 5 GAL. AS SHOWN LOW 020 5 GAL. AS SHOWN LOW 020 15 GAL. AS SHOWN LOW 020 5 GAL. AS SHOWN LOW NOTES: REFER TO SHEET L52 FOR ADDITIONAL HOMEOWNER'S ASSOCIATION PLANTING INFORMATION. ALL PLANTING BEDS TO BE PROVIDED WITH ?MIN. LAYTER OF DECOMPOSED GRANITE 'BRIMSTONE' TO MATCH EXISTING. Date TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENTS OR RIGHT -OF- WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD_ PLANTING PLAN CVWD Plan # 020 0 a 16 24 1/61=1'-0° These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USER right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT CALIFORNIA Landscape Architects lI Villamoura Laguna Niguel, CA 92677 (949) 661-3998 R✓CLA&SBCGLOSAL.NET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal Issued No. Description Revisions No. Description Issue date:6/26/11 -1 Project Code: PLANT INCH PLAN Copyright 2017 /Lp,141) SCq rocunning'?, q,pn � w ",� / t � CC r9 11 N. ma- 5'gnature 08/31 18 Renewal ate 6/26/17 ate 11( Original drawing sheet is 24" x 36" Drawing Number OF CALIf Filename: Drawn by: Reviewed By: Date Date -A MDM RJC Scale Accordingly if Reduced s �9 X67 Cb99) (S99) r99 9) (L99) (899) X66 (699) 67522 675119 673.1 6691 X666 64 tk (299'/ C£99) 1799) (g99) _Aar 4ss s c 1l■■■■■ ESNMEN ■■--■■ ■:.:■i EmmmEN i■.i.■ I.Ih ■...■■: mingimigipm ■eflgi■� nmoiiImmiEma S trtivyngnoiva.If tiainSitlea i JI HOMEOWNER'S ASSOCIATION w -PLANTING, TYP. OWNER INSTALLED C FL) CO ,n 6 HQMEOWNER'S A SOCIATION PLANTING, TYP. OWNER INSTALLED W W CX OT EXISTING W.O.A. PLANTING LEGEND SYMBOL BOTANICAL NAME TREES �B PCJ C' DW PG (A) CERCIDIUM FLORIDUM CERCIDIUM PRAECOX CHILOPSIS LINEARIS OLNEYA TESOTA PROSOPIS GLANDULOSA 'TORREYANA' SHRUBS / GROUND COVERS AMBROSIA DUMOSA ENCELIA FARINOSA LARREA TRIDENTATA RUELLIA PENINSULARIS SIMMONDSIA CHINENSIS SPHAERALCIA AMBIGUA ROSACEA TECOMA SP. 'GOLD STAR' ACCENTS MUHLENBERGIA RIGENS CACTUS/SUCCULENTS DASYLERION WHEELER FEROCACTUS ACANTHODES HESPERALOE PARVIFLORA COMMON NAME BLUE PALO VERDE PALO BREA DESERT WILLOW IRONWOOD HONEY MESQUITE BURRO BUSH BRItTLEBUSH CREOSOTE BAJA PETUNIA BUSH JOJOBA GLOBE MALLOW GOLD STAR TECOMA DEER GRASS DESERT SPOON BARREL CACTUS RED YUCCA NOTES REFER TO PLANTING PLANS FOR STONE EAGLE DEVELOPMENT PREPARED BY OTHERS PLANTING AND IRRIGATION TO BE PROVIDED BY INDIVIDUAL HOMEOWNER REFER TO PLANTING PLAN SHEET L51 FOR ADDITIONAL PLANTING ALONG RIGHT OF WAY AREA AND FOR CONTINUATION OF PLANTING ON -SITE. EXISTING I-I0A LANDSCAPE PLAN 0 S 16 24 1/8' =1'-0' LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA . ... /�G.,. /%/ %%urN/ ///i/�. /.. Landscape Architects 11 Villamoura Laguna Niguel, CA 92677 (949) 661-3998 R ICLAd5BCGLOBALJVET All production & intellectual property rights reserved Copyright 2017 Prepared for: DAME HARPER 40620 Morningstar Rd, Rancho Mirage, CA 92270 760-406-2632 Seal cc Issued No. Description Revisions No. Description Issue date:6/26/11 Project Code: T, aNDSCAp Cunningham_ do rt S gnature 08/31/18 Renewal Date 6/26/17 Date OF CALIF Filename: Drawn by: Reviewed By: EXISTING HOA LANDSCAPE PLAN Date Date MOM RiO Original drawing sheet is 24" x 36" Scale Accordingly if Reduced Drawing Number IRRIGATION NOTES I. ALL MAIN LINE PIPING, NON -PRESSURE PIPING AND CONTROL WIRE SLEEVING CROSSING PROTECTED WETLAND AREA AND LOW FLOW SIDE CHANNELS SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE To BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES. 2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. COORDINATE LATERAL PIPE SLEEVING PRIOR TO INSTALLATION OF CONCRETE 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 5. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER 6. ALL SPRINKLER/BUBBLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED 1. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. a IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 9. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. 10. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 11. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. ADv (ANTI -DRAIN vALvES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON -SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24' OR MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER THE DETAIL. 13. REFER TO CIVIL ENGINEER PLANS FOR GRADING, ANY DRAINAGE STRUCTURES AND METERS. COORDINATE LOCATION OF IRRIGATION EQUIPMENT WITH CIVIL ENGINEER INFORMATION. 14. REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP. I. LOCATE ALL VALVES IN SHRUB AREA, SHOWN FOR CLARITY ONLY. It ALL WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD UNIFORM BUILDING CODE. 15. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TYPE OF POTS (TO BE SELECTED) AND To PROVIDE DRIP IRRIGATION TO EACH POT. 19. CONTRACTOR SHALL PROGRAM THE CONTROLLER TO OPERATE BETWEEN THE HOURS OF 9PM AND 6AM. PLANTING NOTES A CONTRACTOR IS TO REVIEW PLANS, VERIFY SITE CONDITIONS AND PLANT QUANTITIES PRIOR TO INSTALLATION. CONFLICTS BETWEEN THE SITE AND THESE PLANS OR WITHIN THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO LANDSCAPE INSTALLATION. ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS IS TO HAVE WRITTEN APPROVAL. B. ALL BOX TREES SHALL EQUAL OR SURPASS NATIONAL NURSERY ASSOCIATION STANDARDS FOR QUALITY AND SHALL HAVE A MINIMUM 2 1/2' CALIPER AT A POINT 6 INCHES ABOVE ROOT BALL. ALL OTHER MEASUREMENTS SUCH AS NUMBER OF CANES, BALL SIZES, QUALITY DESIGNATIONS, ETC. SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 'HORTICULTURAL STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.' C. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY CONTRACTOR PRIOR TO INSTALLATION. D. SEE PLANTING DETAILS FOR PLANTING, STAKING AND GUYING REQUIREMENTS. E. FERTILIZER FOR ALL GROUND COVER AREAS SHALL BE AS SPECIFIED WITHIN THE SPECIFICATIONS PER SOILS TEST PROVIDED BY LANDSCAPE CONTRACTOR F. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF CONTINUOUS WATERING, PRUNING, RAISING TREE BALLS WHICH SETTLE BELOW GRADE, APPLICATION OF SPRAYS WHICH ARE NECESSARY TO KEEP THE PLANTING FREE OF INSECTS AND DISEASES, FERTILIZING, WEEDING , ROLLING, MOWING, EDGING, RESEEDING, AND/OR OTHER OPERATIONS NECESSARY FOR PROPER CARE AND UPKEEP. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS AS SPECIFIED ABOVE FOR A PERIOD OF NINETY (90) DAYS. G. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS AS SPECIFIED ABOVE FOR A PERIOD OF NINETY (50) DAYS. H. REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP. I. FINISH GRADE TO BE I' BELOW TOP OF CURB OR WALK FOR TURF AREAS, 2' FOR GROUND COVER AREAS. J. ALL TREES WITHIN 1' OF HARDSCAPE ELEMENT& SUCH AS CURBS, WALLS, BUILDINGS OR WALKS, SHALL BE PROVIDED WITH A DEEP ROOT BARRIER CONTROL DEVICES OR EQUAL. K SEPARATION BETWEEN TURF AND SHRUBS/GROUNDCOVER AREAS TO BE REDWOOD HEADER OR EQUAL_ L. ALL TREES TO BE DOUBLE STAKED. M. ALL TREES TO BE APPROVED BY LANDSCAPE ARCHITECT ONE WEEK BEFORE INSTALLATION. PHOTOS AND LOCATIONS OF TREES TO BE PROVIDED BY CONTRACTOR TO LANDSCAPE ARCHITECT. N. MULCH ALL SHRUB AREAS WITH 2' MIN. LAYER OF DECOMPOSED GRANITE 'PALM SPRINGS GOLD'. O. QUANTITIES INDICATED IN LEGEND ARE FOR OWNER USE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. PALM TRUNK SCR TO DETAL B) RRIGATION BUBBLER REFER TO RRIGATION DETALS FOR INSTALLATION OF BUBBLER 6' HIGH WATERING BERM FINISH GRADE BACKFLL TO BE 100% CLEAN NURSERY SAND ROOT BALL PLANT TABLETS COMPACTED SUBGRADE FLTER FABRIC 12' DIA. X 3' DEEP SUMP FLLED WITH n2 GRAVEL NOTES: CONTRACTOR SHALL PLACE PALM TRUNK N EXACT CENTER OF TREE WELL REFER TO I2RIGATION PLANS TO COORDINATE INSTALLATION AND NUMBER OF IRRIGATION BUBBLERS LANDSCAPE ARCHITECT TO APPROVE FNAL HEIGHT AND LOCATION OF PALM PRIOR TO PLANTNG REFER TO SPECFICATIONS FOR FERTLZER REQUIREMENTS PALM PLANTING SET TOP OF ROOTBALL 7 ABOVE SURROU DP1G GRADE AND SLOPE FOR DRAINAGE SCARFY SIDES AND BOTTOM OF PLANTING PIT. NATIVE Ul DISTURBED SOL 1111 =11111' IHII=Ti 111 1II1II=111 ( 2 TYMES , DIAMETER CF ROOTBALL SI-RUB - CENTER N PIT. 2' DEEP WATERNG BASN FLASH GRADE AMENDED NATIVE BACKFLL REFER TO SPECFICATIONS PLANTING TABLETS - REFBR TO SPECFICATIONS FOR QUANTITY AND PLACEMENT NOTES BACKFLL TO BE NATIVE SITE SOL ON-Y. SHRUB / VINE PLANTING + + + + + + + + + + Mill-III-III-III-tll III III III II(Mill III III III it SECTION L- ON CENTER SPACNG AS CALLED FOR N PLANING PLAN GROUND COVER PLANT FROM FLATS 2' DEEP MULCH FINISH GRADE BACKFLL TO BE NATIVE SITE SOIL ONLY, TRIANGULAR SPACE PLANT LOCATION, TYPICAL WALL, TOP OF SLOPE, PAVNG EDGE, CURB, BU LDNG OR EDGNG NOTE: INSTALL SI-RUBS/ GROUND COVER V2 THE DISTANCE OF THE ON CENTER SPACING AWAY FROM WALLS, CURBS, PAVING, TOP AND TOE OF SLOPES. SHRUB AND GROUNDCOVER SPACING N 0 ARBOR GUARD FOR TREES IN TURF FINISH GRADE to 2 TIMES DIA. OF ROOTBALL PREVAIUNG WIND 2' LODGE POLE PINE STAKES 2 TOTAL PER TREE 10' I -EIGHT MIN EXCEPT PRUNUS K.V V.I.T. CINCH TE (OR EQUAL) INSTALL PER MANUFACTURER'S SPECS. TOP OF ROOTBALL TO MATCH FINISH GRADE WITI-IN r 2' NITROLIZED BARK MULCH 4' WATER BASIN FROM COMPACTED NATIVE SOL - RAKE SMOOTH AT DIRECTION OF LANDSCAPE ARCHITECT, UNDISTURBED NATIVE SOL FERTILIZER TABLETS PER NOTES BACKFLL TO BE NATIVE SITE SOL ONLY. NOTES: CUT AWAY ALL PLASTIC COVERINGS AND NYLON CORD DOUBLE STAKE 15 GAL. AND LARGER TREE PLANTING AND STAKING FINISH GRADE (Bj PALM TRUNK HEIGHT Date CVW'D Plan # TRUNK HEIGHT MEASURED OF BROWN TRUNK N FEET NOTE: TRUNK I -EIGHT GRADING SPONSORED BY THE AMERICAN SOCIETY OF NURSERYMEN, NC. AND APPROVED BY TIME AMERICAN NATIONAL STANDARDS INSTITUTE, NC. These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CV WD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USER easements or Right -of -Way without first obtaining an encroachment permit from CV W D. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 Soutk RIDGE TR4IL PALM DESERT, CAL IFORVIA y44iii / / vaN� .//iiiiv//4f.•,�/n. Landscape Architects II Villamoura Laguna Niguel, CA 92677 (949) 661-3998 RJCLAesBCGLOSALNET All production & intellectual property rights reserved Prepared for: DAME HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal Issued No. Description Revisions No. Description Issue date:6/26/11 Project Code: Copyright 2017 S gnature 08/31/18 Renewal )ate 6/26/17 Date Filename: Drawn by: Reviewed By: Date Date PLANTING DETAILS AND ADDITIONAL NOTES Original drawing sheet is 24" x 36" Drawing Number MOM RJG Scale Accordingly if Reduced I. GENERAL A. CONTRACTUAL RELATIONSHIP IN THE PERFORMANCE OF THIS CONTRACT, CONTRACTOR SHALL HOLD LANDSCAPE ARCHITECT AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, COSTS AND CHARGES ARISING OUT CF, OR IN CONNECTION WITH, CONTRACTORS, EMPLOYEES, OR IT'S AGENT'S NEGLIGENCE, OMISSIONS, OR ERRORS. 8. ERRORS OR CONFLICTS IF ANY ERRORS OR CONFLICTS ARE DISCOVERED N THE PLANS OR NOTES, THEY SHALL BE INTERPRETED 80 AS TO ACCOMPLISH THE REAL PURPOSE OF THOSE PLANS AND NOTES. C. ADDITIONS, DEVIATIONS AND ALTERATIONS NO DEVIATIONS OR ALTERATIONS FROM THE PLANS AND SPECIFICATIONS WILL SE PERMITTED UNLESS AUTHORIZED BY THE OWNER OR THE LANDSCAPE ARCHITECT. SHOULD DEVIATION FROM PLANS AND NOTES BECOME NECESSARY DUE TO CONFLICTING SITE CONDITIONS, OWNER AND LANDSCAPE ARCHITECT SHALL APPROVE IN ADVANCE ANY SUCH DEVIATION. NO ADDITIONAL WORK WILL BE AUTHORIZED WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM THE OWNER D. INTERPRETATION THE CONTRACTOR SHALL COMPLY WITH THE OBVIOUS INTENT AND MEANING OF THESE PLANS AND SPECIFICATIONS WHICH SHALL BE CONSTRUED TO INCLUDE ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS NECESSARY TO COMPLETE THE WORK SPECIFIED HEREIN IN A WORKMANLIKE MANNER IN STRICT ACCORDANCE WITH PLANS AND NOTES. SHOULD ANY QUESTIONS ARISE AS TO THE INTENT AND INTERPRETATION OF THESE PLANS AND NOTES, CONTRACTOR SHALL REFER TO OWNER AND LANDSCAPE ARCHITECT WHOSE DECISION THEREON SHALL BE FINAL. E. OBSERVATION AND REJECTION OF MATERIALS AND WORKMANSHIP ALL MATERIALS AND WORKMANSHIP FURNISHED OR PERFORMED BY CONTRACTOR SHALL BE SUBJECT TO FINAL OBSERVATION AND ACCEPTANCE BY OWNER AND LANDSCAPE ARCHITECT UPON COMPLETION CF ALL CONTRACT WORK WHETHER PREVIOUSLY PAID FOR OR NOT. AT ANY AND ALL TIMES DURING THE PERFORMANCE OF THIS CONTRACT, CONTRACTOR SHALL MAKE AVAILABLE FOR OBSERVATION, TEST AND APPROVAL, MATERIALS AND WORKMANSHIP. FAILURE OF SUCH OBSERVERS TO MAKE OBSERVATION, TESTS OR APPROVALS SHALL NOT PREJUDICE THE RIGHT OF LANDSCAPE ARCHITECT OR OWNER ON FINAL OBSERVATION. CONTRACTOR SHALL PROMPTLY REPLACE ANY AND ALL MATERIAL, EQUIPMENT AND WORKMANSHIP WHICH DOES NOT CONFORM TO THE PLANS AND NOTES. ALL MATERIALS USED ON THIS CONTRACT SHALL BE NEW AND THE BEST MARKED QUALITY UNLESS SPECIFIED OTHERWISE. F. SAMPLES WHEN SO REQUIRED BY THE OWNER OR LANDSCAPE ARCHITECT, CONTRACTOR SHALL SUBMIT FOR APPROVAL SAMPLES OF THE VARIOUS MATERIALS, AND SPECIFY FINISH THEREON. G. LOCAL CODES ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL BUILDING CODES AND ORDINANCES. IT IS CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL CODES PRIOR TO COMMENCING WORK H. UTILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRIC CABLES, CONDUITS, SPRINKLER LINES AND ALL UTILITY LINES PRIOR TO ANY CONSTRUCTION. I. REMOVAL Cr DEBRIS AND CLEAN-UP CONTRACTOR SHALL THOROUGHLY CLEAN AND KEEP FREE OF DEBRIS AND WASTE MATERIAL ENTIRE CONSTRUCTION AREA TO THE SATISFACTION OF THE OWNER J. GENERAL THE GENERAL CONDITIONS AND ANY SPECIAL CONDITIONS THAT OWNER MAY REQUIRE SHALL APPLY WITH THE SAME FORCE AND EFFECT AS THOUGH WRITTEN IN FULL HEREN FOR ALL CONSTRUCTION SECTIONS. II. SITE EXCAVATION AND ROUGH GRADING SCOPE OF WORK - PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION AND NECESSARY INCIDENTALS FOR THE COMPLETION OF ALL CLEARING, STRIPPING, EXCAVATING, BACKFILLING, GRADING AND RELATED WORK AS SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A PROTECTION CF ALL CURBS, WALKS, WALLS, STRUCTURES AND OTHER EXISTING WORK WHICH IS TO REMAIN. B. CLEARING AND STRIPPING SITE OF BRUSH, DEBRIS AND OTHER FOREIGN MATERIALS AS OUTLINED IN THE DRAWINGS. C. EXCAVATION FOR ALL FOUNDATIONS AND FOOTINGS TO THE DIMENSION AND DEPTH 5140ILIN ON THE DRAWINGS. BOTTOMS OF EXCAVATIONS SHALL BE SMOOTH AND LEVEL ALL LOOSE MATERIAL SHALL BE REMOVED THEREFROM. D. SUEGRADES SHALL BE WATERED AND COMPACTED TO A RELATIVE COMPACTION OF e5%. E. SUBGRADES UNDER ALL PAVING SHALL BE TRUE TO GRADE AND CROSS SECTION, WARD, UNIFORM AND SMOOTH PRIOR TO PLACEMENT OF BASE MATERIAL. F. 'SAC'.1CFILLING OF ALL EXCAVATIONS AND TRENCHES AFTER PLACEMENT CF FOUNDATIONS, WALLS, WALKS, UTILITIES, ETC, AS OUTLINED ON THE DRAWINGS. COMPACTION OF BACKFILL SHALL BE N ACCEPTANCE WITH ENGINEER'S SPECIFICATIONS. G. GRADING OF ALL AREAS INDICATED IN THE DRAWINGS INCLUDING BRINGING EXISTING GRADES TO WITHIN 1/10 FOOT PLUS OR MINUS. FINAL DESIGN GRADES AS INDICATED ON THE DRAWINGS. H. STOCKPILING OF EXCAVATION MATERIAL OR It iPOrcl TOP SOIL PILL AND SAND SHALL BE AS OUTLINED ON THE DRAWINGS OR AS APPROVED BY LANDSCAPE ARCHITECT. I. CLEAN UP AND REMOVE ALL DEBRIS AND SURPLUS MATERIAL AND REMOVE FROM SITE. III. DRAINAGE SCOPE OF WORK - PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION AND NECESSARY INCIDENTALS FOR THE COMPLETION OF ALL DRAINAGE SYSTEMS AS SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A MATERIALS L ACRYLONITE B UTALENE - STYRENE (ABS) SCHEDULE 40 DRAIN PIPE, PERFORATED OR NON -PERFORATED IN DIAMETERS SHOWN ON THE DRAWINGS. 2. BASINS AND DRAINS - HIGH IMPACT PLASTIC STYRENE DRAIN BASINS, CATCH BASINS WITH GRATES, HIGH IMPACT PLASTIC STYRENE DECK DRAINS, AND/OR PRECAST CONCRETE DRAIN BOX AND CATCH BASINS AND CAST IRON GRATE IN DIAMETERS AND SIZES AS SHOWN ON THE DRAWINGS. STAINLESS STEEL OR BRASS DECK DRAINS IN HARPSCAPE AS SHOWN ON THE DRAWINGS. B. TRENCHING AND LAYING PIPE I. TRENCHES TO PITCH A MINIMUM OF 1/8' PER FOOT UNLESS OTHERWISE INDICATED ON THE DRAWINGS. CONTRACTOR TO VERIFY ALL INVERT ELEVATIONS AND TRENCH DEPTH PRIOR TO EXCAVATION. 2. BOTTOM OF TRENCH SHALL BE SMOOTH AND CONTINUOUS TO FLOW DIRECTION. A HOLLOW SHALL BE MADE TO RECEIVE SELL OF PIPE SO THAT THE JOINT WILL NOT BEAR UPON THE SUBGRADE. ADJUSTMENTS TO LINE AND GRADE SHALL BE MADE BY SCRAPING AWAY OR FILLING IN WITH BACKFILL UNDER THE BASE OF THE PIPE AND NOT BY WEDGING OR BLOCKING. 3. TRENCH MATERIAL SHALL BE USED FOR BACKFILL. HOWEVER NO ROCKS OR LUMPS SHALL SE USED. WELDED JOINTS SHALL BE GIVEN AT LEAST 15 MINUTES SETUP BEFORE HANDLING. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH TRENCH MATERIAL. 4. COMPACTION - COMPACTION BY TAMPING SHALL NOT BE DONE IN LAYERS EXCEEDING EIGHT INCHES N LOOSE DEPTH WITH EACH LAYER THOROUGHLY COMPACTED BETWEEN. C. CLEAN-UP AND TESTING I. PRIOR TO COVERING OF TRENCHES, DRAIN LINE AND BASINS SHALL BE CHECKED TO INSURE PROPER FLOW AND WATER TIGHTNESS. 2. THE PIPING SYSTEMS SHALL BE FLUSHED AND CLEANED PRIOR TO CONNECTING TO EXISTING DRAIN LINE, CATCH BASIN OR STORM DRAIN SYSTEMS. 3. UPON COMPLETION OF WORK REMOVE DEBRIS, TOOLS AND SURPLUS MATERIAL FROM SITE. IV. CONCRETE SCOPE OF WORK - PROVIDE ALL LABOR MATERIALS, TOOLS, EQUIPMENT TRANSPORTATION AND NECESSARY INCIDENTALS FOR THE COMPLETION OF ALL CONCRETE FLATWORK AS SHOLLN ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. MATERIALS I. CEMENT - STANDARD PORTLAND CEMENT, PER DESIGNATION C-150 CF THE ASTM TYPE II, III, OR V, LOW ALKALI, SINGLE BRAND THROUGHOUT. REFER TO SOIL ENGINEER'S REPORT FOR RECOMMENDATIONS. 2. AGGREGATE - ASTM SPECIFICATION C-33 3/4' MAXIMUM SIZE. DECORATIVE AGGREGATES OR PEA ROCK AS SHOWN ON DRAWINGS. FINE NATURAL SAND, WELL GRADED CONFORMING TO ASTM C-144. 3. WATER - WATER USED SHALL BE OF POTABLE QUALITY. 4. STEEL - REINFORCING STEEL FOR DECKS AND WALKS TO BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM A-615 AND/OR GRADE 40. MESH ASTM A-496, SIZE WHERE 614011N ON DRAWINGS. 5. EXPANSION JOINTS - ASPHALT IMPREGNATED FELT. POLYFELT ETHAFOAM AS INDICATED ON THE DRAWINGS. 6. CONTROL JOINTS - SAW CUT JOINT 1/4 OP SLAB THICKNESS. HAND TOOLED SCORE JOINTS 1/4' DEEP MINIMUM WHERE SHOWN ON THE DRAWINGS, T. COLD JOINTS - BUTT TYPE, BUTT TYPE WITH DOWELS. SCREED KEY JOINT AS INDICATED ON THE DRAWINGS. 8. JOINT SEALANT - TWO PARTS POLYSULFIDE SEALANT AS MANUFACTURED BY THIOKOL, CLASS AS, SELF LEVELING OR MULTI -PART POLYURETHANE CONSTRUCTION SEALANT BY Lit SCOFIELD, IN MATCHING COLOR S. CURING MATERIAL - HUNTS PROCESS MDTC. 'LITHOCHROME' COLOR WAX FOR COLOR CONDITIONED CONCRETE BY L.M. SCOFIELD, IN MATCHING COLOR OF CONCRETE AS INDICATED ON THE DRAWINGS. 10. COLOR CONDITIONED CONCRETE - 'CHROMIX' ADMIXTURES FOR INTEGRAL COLORED CONCRETE BY L.M. SCOFIELD COMPANY. IL DUST -ON COLOR - 'LITHOCHRROMME' COLOR HARDENER BY LEI. SCOFIELD COMPANY. 12. SURFACE RETARDANT - 'LITHOTEX' TOP SURFACE RETARDER AS MENUFACTURED BY L.M. SCOFIELD COMPANY, OR 'SIKA SURFACE RETARDANT OR 'RUGESOL' AS MANUFACTURED BY SIKA CORPORATION. B. SLOGRADE I. GRADE ALL SUEGRADES TO A UNIFORM DEPTH AND COMPACTION. MOISTEN ALL SUBGRADES PRIOR TO POURING OF CONCRETE. 2. CUT ALL FOOTINGS IN UNDISTURBED OR COMPACTED SOIL 3. PLACE SAND OR AGGREGATE BASE AS SHOWN ON THE DRAWINGS AND AS SPECIFIED BY A SOILS ENGINEER C. FORMS I. USE ONLY FINISHED LUMBER SET ALL FORMS TRUE TO GRADE AND POSITION. 2. MOISTEN ALL FORMS PRIOR TO POURING OF CONCRETE OR USE APPROVED FORM RELEASE AGENTS. D. EXPANSION JOINTS I. PLACE EXPANSION JOINTS IN CONCRETE AT INTERSECTION OF CONCRETE AND FIXED STRUCTURES, LE GARAGE, WALLS, BASE OF STEPS, POOL BOND BEAM AS INDICATED ON THE DRAWINGS. 2. PLACE CONTROL JOINT IN CONCRETE NOT TO EXCEED A HORIZONTAL SPACING AS SPECIFIED BY A SOILS ENGINEER. 3. PLACE CONSTRUCTION JOINTS IN CONCRETE WHERE CASTING ON CONCRETE IS TO BE STOPPED AND SUBSEQUENT CASTING IS TO BE STARTED. E. CONCRETE I. CLASS A CONCRETE SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-33 THE SLUMP SHALL NOT EXCEED 4'. 2. CONCRETE MIXING - ALL TRANSIT MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENT OF STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE ABTM C-94. F. CONCRETE FINISHING L BROOM FINISH - TAMP FRESH CONCRETE WITH HEAVY METAL GRID. SCREED WITH STRAIGHT EDGE TO REMOVE ALL IRREGULARITIES. FLOAT TO A SMOOTH SURFACE, STEEL TROWEL AND EDGE TO AN EVEN HARD SURFACE. SCORE AS INDICATED ON THE DRAWINGS. USE A NEW MANILA HEMP BRISTLE BROOM. BRUSH MARKINGS ON SLAB N UNIFORM FASHION AS SHOWN ON THE DRAWINGS. 2. ROCK SALT FINISH - TAMP FRESH CONCRETE WITH HEAVY METAL GRID. SCREED WITH STRAIGHT EDGE TO REMOVE ALL IRREGULARITIES. FLOAT TO A SMOOTH SURFACE, STEEL TROWEL AND EDGE TO AN EVEN HARD SURFACE, SCORE AS INDICATED ON THE DRAWINGS. HAND BROADCAST ROCK SALT IN EVEN DISTRIBUTION AND TAMP IN. WASH OFF CONCRETE WITH ENOUGH PRESSURE TO DISSOLVE ROCK SALT AFTER CONCRETE HAS SET. 3. PEA ROCK RETARDED FINISH - TAMP FRESH CONCRETE WITH HEAVY METAL GRID. SCREED WITH STRAIGHT EDGE TO REMOVE ALL IRREGULARITIES. FLOAT TO A SMOOTH SURFACE, STEEL TROWEL AND EDGE TO AN EVEN HARD SURFACE. APPLY SURFACE RETARDANT TO FINISHED SURFACE, PRIOR TO INITIAL SET PER MANUFACTURER'S RECOMMENDATIONS, L.M. SCOFIELD, USING SPRAYER PROVIDING EVEN DISTRIBUTION. REVEAL AGGREGATE BY USING WATER JET AND COARSE FIBER BRUSH TO REMOVE RETARDANT PASTE FROM SURFACE, WASHING THOROUGHLY UNTIL SURFACE IS CLEAN AND EXPOSURE IS COMPLETE AND UNIFORM. 4. HAND SEEDED AGGREGATE FINISH - TAMP FRESH CONCRETE WITH HEAVY METAL GRID. SCREED WITH STRAIGHT EDGE TO REMOVE ALL IRREGULARITIES. FLOAT TO A SMOOTH SURFACE. HAND SEED SURFACE N UNIFORM FASHION OVER ENTIRE AREA KEEPING STONE 1/2' MINMUM FROM EDGES AND EXPANSION JOINTS. TAMP AGGREGATE TO A UNIFORM DEPTH BELOW CONCRETE SURFACE. 5. STAMPED CONCRETE - TAMP FRESH CONCRETE WITH HEAVY METAL GRID. SCREED WITH STRAIGHT EDGE TO REMOVE ALL IRREGULARITIES. FLOAT TO A SMOOTH SURFACE. APPLY COLOR HARDENER 'LITHOCHROME BY LM. SCOFIELD BY THE DRY SHAKE METHOD USING A MINIMUM OF 60 POUNDS PER 100 SQUARE FEET. APPLY IN 2 OR MORE SHAKES AND FLOAT AFTER EACH SHAKE. TROLLEL ONLY AFTER FINAL FLOATING WHILE CONCRETE IS STILL PLASTIC USING IMPRINTING TOOLS TO MAKE PATTERN AS SHOWN ON THE DRAWINGS. APPLY COLOR CURING COMPOUND 'LITHOCHIROME' COLOR WAX BY L.M. SCOFIELD COMPANY USING ROLLER OR SPRAYER IF 'BOMACRON' TYPE SURFACE IS SHOWN ON DRAWINGS, A RELEASE AGENT MUST BE APPLIED PRIOR TO TEXTURING THE CONCRETE. COLOR CURING COMPOUND MAY BE OPTIONAL, AS INDICATED ON THE DRAWINGS. 6. SAND FINISH - TAMP FRESH CONCRETE WITH HEAVY METAL GRID. SCREED WITH STRAIGHT EDGE TO REMOVE ALL IRREGULARITIES. FLOAT TO A eMOOTH SURFACE, STEEL TROWEL AND EDGE TO AN EVEN HARD SURFACE. PRIOR TO SET, LIGHTLY SPONGE SURFACE TO REVEAL SMALL SURFACE FINES WHILE NOT EXPOSING AGGREGATE. ALTERNATE METHOD, AFTER INITIAL SET, SURFACE TO BE WASHED WITH A DILUTED SOLUTION CF MURIATIC ACID AND WATER AND BRUSHED TO REVEAL SURFACE FINES. SURFACE MUST BE CONTINUOUSLY WET TO AVOID ACID BURN. G. CLEAN-UP L UPON COMPLETION OF WORK, REMOVE ALL FORMS, DEBRIS MATERIAL AND TOOLS FROM SITE. V. BLOCK MASONRY SCOPE OF WORK - PROVIDE ALL LABOR MATERIALS, TOOLS, EQUIPMENT TRANSPORTATION AND NECESSARY INCIDENTALS FOR THE COMPLETION OF ALL BLOCK MASONRY AS SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A MATERIALS I. SLUMP BLOCK UNITS MEETING GRADE A, ASTM C-90, CONCRETE BLOCK UNITS GRADE A, ASTM C-90 2. CEMENT - STANDARD PORTLAND CEMENT ASTM DESIGNATION C-150 TYPE I OR II, LOW ALKALI. 3. SAND - CLEAN, WELL GRADED ASTM DESIGNATION C-144. 4. WATER - WATER USED SHALL BE OF POTABLE QUALITY. 5. STEEL - REINFORCED STEEL FOR WALL TO BE GRADE 40 DEFORMED BARS ASTM DESIGNATION A-165. 6. CONCRETE - CLASS A CONCRETE MINIMUM 2000 PSI AT 28 DAYS. T. MORTAR - BY VOLUME, FRESHLY PREPARED, UNIFORMLY MIXED IN RATIO I PART CEMENT, I/2 PART LIME PUTTY, 4-1/4 PARTS SAND, CONFORMING TO ASTM C-210. OMIT LIME PUTTY IF PLASTIC CEMENT I8 USED. a GROUT - BY VOLUME FRESHLY PREPARED, UNIFORMLY MIXED I PART CEMENT, 3 PARTS SAND, 2 PARTS PEA GRAVEL. 8. LAYING OF MASONRY 1. LAY ALL MASONRY STRAIGHT AND TRUE TO LINE WITH VERTICAL JOINTS PLUMB OVER EACH OTHER HORIZONTAL JOINTS SHALL BE LEVEL. HEADERS AND CORNER UNITS TO SHOW FINISHED FACES WHERE EXPOSED. JOINTS AND BOND PATTERN TO BE AS SHOWN ON THE DRAWINGS. C. REINFORCING 1. ALL BARB IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS. DOWELS FOR WALLS AND COLUMNS TO BE SAME SIZE AS WALL REINFORCING. REFER TO STRUCTURAL ENGINEER'S SPECIFICATIONS FOR ALL STEEL SIZES AND LOCATIONS. D. CUTTING OF MASONRY I. NO CUTTING OF MASONRY UNITS SHALL BE ALLOWED UNLESS SHIOWN ON THE DRAWINGS. E. GROUTING OF MASONRY I. GROUT ALL CELLS WITH VERTICAL STEEL SOLID AS SHOWN ON THE DRAWINGS. 2. GROUT ALL CELLS BELOW GRADE SOLID. 3. PROVIDE MINIMUM 3/4' BETWEEN STEEL REINFORCING AND BLOCKS. F. WEEPHOLES I. OPEN JOINT WEEP HOLES AT 32' O.C. MAXIMUM ON BOTTOM COURSE OF RETAINING WALLS WITH I CUBIC FOOT GRAVEL IF SHOWN ON DRAWINGS OR APPROVED DRAINAGE SYSTEM PER STRUCTURAL ENGINEER'S SPECIFICATIONS. a EXPANSION JOINTS 1. PROVIDE VERTICAL EXPANSION JOINTS IN WALL PER LOCAL CODE AND STRUCTURAL ENGINEER'S SPECIFICATIONS. H. WATERPROOFING 1. WATERPROOF ALL RETAINING WALLS BELOW GRADE WITH ASPHALT EMULSION, 2 COATS. I. CLEANING I. CLEAN ALL MASONRY WORC, REMOVE ALL MORTAR STAINS. 2, UPON COMPLETION OF WORK, REMOVE ALL MORTAR DROPPINGS, DEBRIS, MATERIALS AND TOOLS FROM SITE. VI. BRICK MASONRY SCOPE OF WORK - PROVIDE ALL LABOR MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION AND NECESSARY INCIDENTALS FOR THE COMPLETION OF ALL BRICK OR STONE MASONRY AS SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. MATERIALS I. BRICK OR STONE CONFORMING TO ASTM A-62 GRADE MU) AS SHOWN ON THE DRAWINGS. 2. CEMENT - STANDARD PORTLAND CEMENT ASTM DESIGNATION C-150, TYPE II, III, OR V LOW ALKALI SINGLE BRAND THROUGHOUT. REFER TO SOILS ENGINEER'S REPORT FOR RECOMMENDATIONS. 3. SAND - CLEAN, WELL GRADED ASTM DESIGNATION C-144. 4. WATER - WATER USED SHALL BE OF POTABLE QUALITY. 5. STEEL - REINFORCED STEEL FOR WALLS TO BE GRADE 40 DEFORMED BARS ASTM DESIGNATION A-165. 6. MORTAR - BY VOLUME, FRESHLY PREPARED, UNIFORMLY MIXED IN RATIO I PART CEMENT, 1/2 PART LIME PUTTY, 3 PARTS SAND, CONFORMING TO ASTM C-210. OMIT LIME PUTTY IF PLASTIC CEMENT IS USED. I. GROUT - BY VOLUME, FRESHLY PREPARED, UNIFORMLY MIXED IN RATIO I PART CEMENT 3 PARTS SAND OR I PART LENIENT, 3 PARTS SAND AND 2 PARTS PEA GRAVEL. B. LAYING OP BRICK I. LAY ALL MASONRY STRAIGHT AND TRUE TO LINE WITH BRICK VERTICAL JOINTS PLUMB OVER EACH OTHER HORIZONTAL JOINTS SHALL BE LEVEL. HEADERS AND CORNER UNITS TO SHOW FINISHED FACES WHERE EXPOSED. JOINTS AND BOND PATTERN TO BE AS SHOWN ON THE DRAWINGS. C. REINFORCING 1. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS. DOWELS FOR WALLS AND COLUMNS TO BE SAME SIZE AS WALL REINFORCING. REFER TO STRUCTURAL ENGINEER'S SPECIFICATIONS FOR ALL STEEL SIZES AND LOCATIONS. D. GUTTING OF MASONRY 1. USE MASONRY SAW FOR BRICK CUTS UNLESS SPECIFIED OTHERWISE BRICKS CUT LESS THAN I/2 LENGTH SHALL NOT BE USED. STONE TO BE CUT WITH CHISEL AND HAMMER E. GROUTING OF MASONRY I. GROUT CORE WALLS SOLID AS SHOWN ON THE DRAWINGS. 2. PROVIDE MINIMUM OF 2-In' GROUT SPACE BETWEEN DOUBLE BRICK WALLS. PROVIDE MINIMUM 3/4' BETWEEN STEEL REINFORCING AND BRICK H. WATERPROOFING I. WATERPROOF ALL RETAINING WALLS BELOW GRADE WITH ASPHALT EMULSION, OR OTHER AS SPECIFIED BY SOILS ENGINEER I. CLEANING AND SEALING I. CLEAN ALL MASONRY WORK REMOVE ALL MORTAR STAINS. REMOVE ALKALI WITH SOLUTION OF MURIATIC ACID AND WATER. APPLY CLEAR SEALER TO EXPOSED SURFACES IF SHOWN ON THE DRAWINGS. 2. UPON COMPLETION OF WORK, REMOVE ALL MORTAR DROPPINGS, DEBRIS, MATERIALS AND TOOLS FROM SITE. VI I. CARPENTRY SCOPE OF WORK - PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT TRANSPORTATION AND NECESSARY INCIDENTALS FOR COMPLETION OF ALL CARPENTRY AS SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A MATERIALS I. WOOD - ROUGH SAWN, RESAUN, SURFACED 4 SIDES WHERE 81401N ON THE DRAWINGS, STRAIGHT, SOUND, FREE FROM MARKS, PIN HEAD KNOTS, SAP POCKETS, SLIVERS, CHECKS. SELECT GRADE OR BETTER WHERE SHOWN ON THE DRAWINGS. 2. DOUGLAS FIR REDWOOD, WESTERN REP CEDAR OR AS SHOWN ON THE DRAWINGS. 3. POSTS, PLATES AND OTHER AT -GRADE CONNECTIONS TO BE REDWOOD, WESTERN RED CEDAR OR PRESSURE TREATED DOUGLAS FIR AS SHOWN ON THE DRAWINGS. 4. HARDWARE - COLUMN BASES - 'SIMPSON STRONG TIE' OR EQUAL. POST CAPS AND STRAP TIES - 'SIMPSON STRONG TIE OR EQUAL. JOIST HANGERS AND HEAVY ANGLES - 'SIMPSON STRONG TIE' OR EQUAL. SCREWS, HINGES, NAILS, BOLTS, WASHERS. ALL HARDWARE MATERIAL TO BE GALVANIZED. 5. STAIN AND PAINT - AS SELECTED AND SHOWN ON DRAWINGS. 6. CONCRETE - CLASS A MINIMUM 2,000 PSI AT 28 DAYS. B. ROUGH CARPENTRY 1. SET ALL POSTS, BEAMS, RAILS AND FRAMING PLUMB AND TRUE TO LINE AS SHOWY ON THE DRAWINGS. 2. CONNECTIONS - MAKE ALL CONNECTIONS AS SHOWN ON THE DRAWINGS. SPLICE LUMBER AT POSTS ONLY. UTILIZE ALL NAIL AND/OR BOLT HOLES FOR ALL HARDWARE. 3. EASE ALL TOP EDGES OF EXPOSED LUMBER FOR BENCH TOPS, LOW WALLS, ETC., WHERE SURFACE CONTACT IS PROVIDED. 4. POST BASE - SET POST COLUMN BASE AS SHOWN ON DRAWINGS, PROVIDING MINIMUM 1' CLEAR ALL SIDES FROM FINISHED POST BASE TO TOP OF PAVING. 5. COUNTERSINK NAILS AND BOLTS IN ALL LOCATIONS WHERE SURFACE CONTACT IS PROVIDED, IE, BENCH TOP ETC. C. PAINTING AND STAIN I. PILL ALL SEAMS AND CRACKS WITH LATEX CAULK AND/OR WOOD DOUGH TO INSURE AN EVEN SURFACE. 2. SAND SMOOTH ALL EXPOSED SURFACES IS SPECIFIED AS S46. 3. PRIME ALL PAINTED SURFACES WITH ONE COAT PRIMER 4. PAINT WITH MINIMUM TWO FINISH COATS FOR PANTED SURFACES. 5. STAIN WITH MINIMUM TWO FINISH COATS FOR STAIN SURFACES. D. PROTECTION AND CLEANUP I. PROTECT ALL EXISTING WORK FROM PAINT OVERSPRAY. 2. UPON COMPLETION OF WORK, REMOVE ALL SCRAP WOOD, DEBRIS, MATERIALS AND TOOLS FROM SITE- VIII. METAL WORK SCOPE OF WORK PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION AND NECESSARY INCIDENTALS FOR COMPLETION OF ALL METAL WORK WHERE SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A MATERIALS I. STEEL TUBING IN SIZES SHOWN ON THE DRAWINGS ASTM DESIGNATION 500 AND/OR HAND FORGED, COLD ROLLED WROUGHT IRON IN SIZES AS SHOWN ON THE DRAWINGS. 2. HARDWARE - HINGES, LATCHES, BOLTS, WASHERS, SCREWS, ETC., TO BE HEAVY DUTY. 3. CONCRETE - CLASS A CONCRETE MINIMUM 2,00 PSI AT 28 DAYS AND/OR 'FOR -ROCK' AS SHOWN ON THE DRAWINGS. 4. PANT - ZINC CHROMATE PRIMER, 'RJSTOLEUM' FINISH SURFACE COATS OR EQUAL. METALIZING' OR GALVANIZING OR POWDER COATING IF SHOWN ON THE DRAWINGS. B. FABRICATION AND INSTALLATION I. CONTRACTOR SHALL MAKE ALL MEASUREMENT FOR FABRICATION IN FIELD PRIOR TO STARTING WORK. 2. HORIZONTAL BARS TO TAPER WITH GRADE OR STEP WITH GRADE AS SHOWN ON THE DRAWINGS. VERTICAL BARS TO BE PLUMB. C. WELDING I. WELDING TO COMPLY WITH THE REQUIREMENTS OF STANDARD CODE FOR ARC AND GAS WELDING. 2. WELD TO ONLY CLEAN, RUST -FREE SURFACE. 3. ALL WELDS TO BE CONTINUOUS AND FREE OF CRACKS, CRATERS AND POROSITY. TACK WELDS NOT ACCEPTABLE. 4. GRIND SMOOTH ALL EXPOSED WELDS, MATCH ADJOINING SURFACES. 5. PLUG ALL OPEN ENDS AND TOPS, AND WELD. D. PAINTING I. PRIME ALL METAL WORK WITH ONE COAT ZINC CHROMATE PRIMER 2. PAINT ALL METAL WORK WITH 2 COATS 'RUSTOLEUM' IN SEMI -GLOSS OR FLAT AS SHOWN ON THE DRAWINGS. PANT TO BE 4 MILS MINIMUM PRY THICKNESS EACH. 3. PRIME AND PAINT PER ABOVE, ALL FIELD WELDS. E. PROTECTION AND CLEANUP I. PROTECT ALL EXISTING WORK FROM PAINT OVERSPRAY. 2. OBTAIN FIRE PERMIT WHERE REQUIRED FOR ON -SITE WELDING. 3. UPON COMPLETION OF WORK, REMOVE ALL SCRAP IRON, DEBRIS, MATERIALS AND TOOLS FROM SITE. VIII. METAL WORK SCOPE OF WORK - PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION AND NECESSARY INCIDENTALS FOR COMPLETION OF ALL LANDSCAPE LIGHTING WHERE SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. MATERIALS I. LIGHTING FIXTURES - LANDSCAPE UP -LIGHTS, POLE MOUNTED FIXTURES, WALL MOUNTED FIXTURES, AND LOW VOLTAGE LIGHTING AS SHOWN ON THE DRAWINGS AND FIXTURE SCHEDULE. 2. CONDUIT - SCHEDULE 40 OR BETTER PER LOCAL ELECTRICAL CODE, WIRE AND SIZES PER DRAWING AND SCHEDULES AND/OR NON-METALLIC DIRECT BURIAL SHEATHED CABLE AS SHOLLN ON THE DRAWINGS. 3. PANELS, BREAKERS, METERS, ELECTRICAL SERVICE PEDESTALS, TIME SWITCHES, PHOTO CELLS AND RELATED HARDWARE AS SHOWN THE DRAWINGS. 4. CONCRETE - CLASS A CONCRETE MINIMUM 2000 PSI AT 28 DAYS. 13 LIGHTING FIXTURE INSTALLATION I. PROVIDE ALL LIGHTING FIXTURES WITH UNDERWRITERS LABORATORIES LABELING AND WHERE EXPOSED TO WEATHER 'DAMP AREA' LABELING. PROVIDE ALL FIXTURES, POLES, ETC. WITH PERMANENT LEVEL OR PERPENDICULAR SUPPORT AND GUARANTEE TO STAY N ALIGNMENT FOR A PERIOD OF ONE YEAR MINIMUM. POSTS TO BE DIRECT BURIAL OR MOUNTED TO TEMPLATE BASE, ALL AS SHOWN ON DRAWINGS AND FIXTURE SCHEDULES. C. UNDERGROUND DISTRIBUTION I. PROVIDE PLASTIC CONDUIT AND CONDUCTORS IN UTILITY TRENCHES PER LOCAL CODE. THE USE OF NON-METALLIC SHEATHED CABLE RATED FOR UNDERGROUND USE IS APPROVED (F ALLOWED BY LOCAL AUTHORITY) IF SUITABLY PROTECTED (I.E. IN A TRENCH WITH OTHER PIPING WITH A CONCRETE 3' CAP OR WITH BURIED REDWOOD PLANKING. D. DISTRIBUTION PANEL, PEDESTAL L PROVIDE PANELS, BREAKERS, ELECTRICAL SERVICE PEDESTALS AS BHOUN ON THE DRAWINGS COMPLETE WITH TIME SWITCHES, PHOTO CELLS AND RELATED HARDWARE AS REQUIRED. Date CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff dots not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 souTH RIDGE TR4IL PALM DESERT, CALIFORNIA Pa 4 s 0 i Landscape Architects II Villamoura Laguna Niguel, CA 92677 (949) 661-3998 RICLA&SSCGLOe4LNET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal Issued No. Description Revisions No. Description Issue date:6/26/11 Project Code: Copyright 2017 O LpNDSCgp� A.c�F, Cunninghe qp 5 -// /x do �jVI Lu 0, t AR LANDSCAPE SPECIFICATIONS S gnature 08/31/18 Renewal Date 6(26/17 Date or CALW Filename: Drawn by: Reviewed By: Date Date MDM RJC Original drawing sheet is 24" x 36" Scale Accordingly if Reduced Drawing Number SECTION 02810 IRRIGATION SYSTEM PART I - GENERAL 10 SUMMARY A. This section covers the furnishings of all materials and performing all operations to provide a complete operable andscape Irrigation system as shown on the drawings including the following: L Trenching, stockpiling excavated materials and refilling trenches. 2. Irrigation system components including but not limited to: piping, badkflow prevention devices and enclosures, valves, fittings, rotors, spray heads, controllers, wiring and final adjustments as determined by the architect to Insure efficient and uniform distribution. 3. Pipe corrections to pump stations, water meters and badkflow prevention devices. 4. Testing and inspection of Irrigation system. 5. Clean-tes and maintenance B. The conditions of the Contract and Division I apply to this section ae. fully as If repeated herein. 2.0 GENERAL REQUIREMENTS A. Code Requirements shall be those of State and Municipal Codes and Regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Rsrruireements shall govern, unless written permission to the contrary is grant by the Architect B. Conform to the requirements of Si, reference information listed below except where more stringent requirements are shown or specified in the most current set of construction documete: L American Society for Testing Material (ASTM), for test methods specifically referenced In this section. 2. Underwriter's Laboratories (UL), For UL wires and cables. C. Work involving substantial plumbing For installation of copper piping, bacctlow prevsrtion devices and other related work shall be executed by a licensed and bonded plumbing contractor. Any necessary permits shall be obtained prior to beginning work D. Specified depths of pressure supply lies, laterals and pitch of pipes as stated In this section are minimums. Settlement of trenches lower than grades specified on the final grading plane is cause for removal of finish grade treatment, refilling trenches, recompacting and repairing of finish grade treatment. E. Follow arrant printed manufacturer's specifications and drawings for items or Information not specified or graphically indicated In the most arrant eat of construction drawings. F. Scaled dimensions are approximate and at times It is not possible to indicate offsets, fittings and other related equipment graphically on the construction drawings. Contractor shall be responsible for minor changes caused by actual site conditions. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions of related architectural elements, utilities and landscaping and fwnieh and install required fittings. G. Do not install the irrigation system as shown on the construction drawings when It Fs obvious that actual field conditions such as physical obstructions, grading discrepancies and field dimensions vary from those recorded on the construction drawings. Immediately bring any such discrepancies to the attention of the architect prior to proceeding with work. If' immediate notification is not given and such discrepancies exist, the contractor shall assume full responsibility for necessary revisions, ae. determined by the architect. 3.0 EXISTING FIELD CONDITIONS A. Reserve and protect all existing trees, plants, monuments, structures, hardecope and architectural elements from damage due to work In this section. In the event that damage does occur to inanimate object and structures, the contractor will repair or replace such damage to the satisfaction of the owner or owner's representative. Damage or Injury to living plant material will be replaced by the contractor at the contractor. expense. B. Trenching or other work required In this section under the limb spread of existing tress shall be done by hand or by other methods so a. to prevent damage or ham to limbs, bra and root.. C. Trenching In area. there root diameter exceed. 2 Inches shall be done by hand. Exposed roots of this size shall be heavily wrapped with moistened burlap to avoid scarring or excessive drying. Where a trenching machine Is operated in proximity to roots that are Ie°e than 2 Inches, the wall of the trench shall be hand trimmed , making clean cuts through roots. D. Trenches adjacent to or under existing trees shall be closed within 24 hours , and when this is not possible, the side of trench closest to the tree or trees affected shall be covered with moistened burlap. E. Protect, maintain and coordinate work with other contracts, specifications, trades, and utilities. Extreme care shall be exercised In excavating and working in the area due to existing utilities. Contactor shall be responsible for damages caused by their operations. In the art that damage doss occur, the costs of such repairs shall be paid by the contractor unless other arrangements have been made with the owner. F. Use caution where trenches and piping cross existing roadways, sidewalks, hardscape, pats or orbs. In the event that damage does occur, the contractor will repair such damage at the contractor's expense. 4.0 REQUIRED DOCUMENTS A. Submittals L Submit (6) six sets of all irrigation equipment to be used, manufacturer'. brochures, service manuals, guarantee., and operating instructions for approval to the architect prior to becalming work. Submittals should be In a bound form complete with table of contests. The contractor shall not proceed with work in the field until this submittal Is approved In its entirety by the architect. B. Service Manuals L The Contractor shall furnish (4) Four service manuals to the owner prior to scheduling a walk through For substantial completion. Manuals shall be submitted In a bond Form complete with a table of contests, copy of' contractor's warranty, and workmanship form on company letterhead and shell contain carpets enlarged drawings of all equipment Installed showing component warrantees and catalog numbers together with the manufacturers name and address. Manuals shall include operation instructions. Manuals shall be subject to approval by the other or owner'. representative as to completeness. 2. The service manual will be Incorporated into the maintenance manual prepared by the architect. C. Record Orawinge/Asbuilts L Prior to beginning work In the field the contractor shall secure a complete set of irrigation plane, details, and specifications on diazo mylars at the original scale. The contractor shall be responsible for making a set of blushes prints For every week on the project. At the and of each working clay, the contractor shall record all work. accomplished For that day on the eat of blueing prints In red Ink These record drawing. shall be brought up to date at the end of each work week by a qualified draftsperson. The drawing. should Indicate the Following: 2. Any zoning ranges. 3. Dimension from two penman t points of reference (building corners, fixed hardecape corners road Intersections, permanent existing utilities) the location of the following Items: (I) Water meters (2) Pump stations (3) Correction to existing water lines (4) Routing of pressure supply lines at every 100' along routing (5) Back flow Prevention Device !6) Flow Sensors (1) Master Valve. (8) Isolation Ball Valves (9) Quick Coupling Valves (10) Electric Control Valves (II) Check Valves (12) Controllers (I3) Control wire routing (If routed separately from pressure supply line) (14) Other equipment ae directed by the architect. 4. Prior to scheduling a walk. through For substantial completion, provide a record set of field as -built drawing. as described above to the architect For review. After review, the architect will return the as -built set to the field foreman requesting further information or will notify the owner that the record set of field as -built drawings are complete. After approval Thom the owner, a walk through For substantial completion may be scheduled. 5. The contractor Is responsible for delivering the final set of as -built drawing. to the owner or owner's representative prior to initiating the maintenance period. D. Controller Charts I. Provide two sets of controller drawing. for each controller unit installed on the project. The controller drawings shall be a reduction of the area covered by that controller unit and shall be at the maximum allowable scale that will fit inside the controller door without folding the drawing. 2. After final approval from the architect, each controller drawing shall be hermetically sealed between two (2) pieces of minimum 20 mils thick plastic. E. The contractor will permanently fix (I) one controller drawing to the inside of each controller unit and bind one complete set of controller drawing. in a loose leaf binder and submit to owner or owner's representative prior to scheduling a final walk through 5.0 MAINTENANCE A. The maintenance period For Irrigation shall begin after a certificate of completion is provided by the architect to the owner. B. The Contractor shall warrant materials against defects and guarantee worlernanehip For the period specified under the maintenance agreement. The Contractor shall be responsible for coordinating warranty items with manufacturer/distributor and curer. C. Settlement of trenches which may occur during the maintenance period will be repaired by the contractor at no expense to the owner. D. Repairs required due to vandalism before the end of the maintenance period will be performed at the contractor'. expense. E. Prior to a release of' responsibility at the end of the maintenance period, the contractor shall schedule a walk. trough with the owner or owner's representative and disclose and provide the following: I. Current watering schedule requirements. 2 Two (2) sets of the required tools For removing, disassembling and adjusting each type of rotor or sprinkler head, and electric control valve used on the project. 3. Two (2) keys for each controller unit. 4. Four (4) quick coupler keys and matching swivels for each type of quick coupler used on the project 6.0 EXTRA STOCK A. Provide the owner with the following items at the end of the maintenance period: LPN,. (5) rotor heads with nozzles of each type used, For every lee rotors Installed on the project PART 2 - PRODUCTS 2.0 PIPING General Piping: A. Pipe sizes shown are nominal Inside diameter unless otherwise noted. I. Pipe shall be identified with the following indelible markings: a) Manufacturer's name. b) Nominal pipe eize. c) Schedule or class. d) Pressure rating es) NSF (National Sanitation Foundation) Beal of approval. f) Date of extrusion. B. Solvent Weld Pressure Supply Line: I. Solvent Weld Preeewre Supply Line: (downstream of Backflow prevention device) PVC Class 31313E (I' - 2 I/2') 2. Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM D2241 and ASTM D1184s cell classification 12454-8. Type I, Grade I. 3. Fittings: Standard weight , Schedule 40, Injection molded PVC, complying with ASTI/ 01184 and D2466, cell classification 12454-B. B. Threads- Injection molded type (where required) and Ells- side gated I. Threaded Nipples: ASTM D2464, Schedule 80 with molded threads. 2. Joint Cement and Primer: Type as recommended by manufacturer of pipe and fitting.. C. Non -Pressure Lines: I. Non -Pressure Lines: (downstream of electric remote control valve) PVC Class 200, conforming to ASTM 0f185-83. 2. Fittings: Standard weight Schedule 40, injection molded PVC, complying with ABTiM D1184 and D2466, cell classification I2454-15. D. Threads- Injection molded two (where required) I. Tees and Elle- side gat 2. Threaded Nipples: ASTM D2464, Schedule 80 with molded threads. E. Joint Cement and Primer: Type ae reconmternded by manufacturer of pipe and fittings. a) Manufactured of Flexible vinyl chloride compound conforming to ASTM D285571, 0380 and D1593. b) Fittinge: Type and make as recommended by tubing manufacturer. F. Sleeve. and Conduit: I. All sleeves For pressure supply line and non- pressure supply line shall be twice the nominal size of the pipe within. 2. Sleeves and Conduit material: a) PVC SCI-I 40 for I'-2 1/2' pressure supply line. b) PVC 8C1-140 for 3' and larger pressure supply line. c) PVC SCH 40 For non- pressure line. d) one 2' PVC SCH 40 For wire conduit for up to 20 wires. a) one 4' PVC SCH 40 wire conduit for 21 to 40 wires. Vase 3/4' PVC SCH 40 wire conduit for flow sensing cable. g) one 3/4' PVC SO4 40 wire conduit For master valve wire. 3. Flow sensing cable and master valve wires shall be Installed in their our conduit separate and apart from all other wires. G. Copper Pipe and Fittings: I. Pressure supply line (from point of connection trough Backflow prevention device) Type K Copper hard tempered, In accordance with ASTM 134284. 2. Fittings: Uh'ought copper solder joint type 3. Jointer Solder °hall beer made up of 45% silver, 15% copper, 16% zinc and 24% cadmium and solids at 11257 F and liquids at 11457 F. H. Braes Pipe and Fittings: I. Erase pipe shall be regular weight, 85% red brass, ANSI Schedule 40 scr 2. Fittings Medium braes, screwed at 125 pound class. I. FLOW SENSORS I. Flow Sensors: As specified on drawings. J. MASTER VALVES L Master Valves: Griswold 2250 Solenoid/Preseure Reducing/Surge Anticipation Valve, sized as specified on drawings. K ISOLATION BALL VALVES L Isolation Ball Valves: As specified on drawings. a) Ball valves for 3/4' - 2 I/2' Pipe: Braise constructions solid wedge, I8C threads, non -rising stem with wheel operating handle. b) Ball valves for 3' and larger Pipe: Iron body, brass or bronze mount AIUUA gate valves with a clear waterway equal to full nominal diameter of valves rubber gasket or mechanical Joint -type only. Valves shall be able to withstand a continuous working pressure of 150 psi and be equipped with a square operating nut. L. QUICK COUPLING VALVES L Quick Coupling Valves: Braes two piece body with locking rubber cap, designed for working pressure of 150 pelt operable with quick coupler. M. AIR RELEASE VALVES L Air Release valves: Agricultural Products VBK-I for pressure supply line. N. ELECTRIC CONTROL VALVES L Electric Remote Control Valves: As specified on drawings. O. ISOLATION BALL VALVE: L Ball Valve: PVC blocked true union, as specified on drawings. P. CHECK VALVES L Swing Check valvets:King Brothers KSC-XXX-S, PVC, Slip x Slip check valves, as specified on drawings. 2. Spring Check Valves:King Brothers KC-XXX-S, PVC, Slip x Slip spring check valves, as specified on drawings. Q. VALVE BOXES I. Isolation Ball valves Flush Valve Assemblies, Flow Senors, Grounding Rode, Communication Cable Splices, and Wire Splices: Carson 0310-12. 2. Electric Control Valves Drip Valve Assemblies, Master Valves and Manual Drain Valves: Carson 01419-13B. R ROTORS L Fabricated riser unite in accordance with details, with riser nipples of same size as rise opening in sprinkler body. 2. Gear Driven Rotors: As specified on drawings. S. AUTOMATIC CONTROLLER UNIT L Automatic Controller unit as specified on drawing.. T. ELECTRIC CONTROL VALVE WIRE L Low Voltage: 2. AU.* OF UL approved No. 14 direct burial copper wire for all control wires and No. 14 direct burial copper wire for all common wires. 3. Wire Colors: a) Control Wires- Red. b) Common Wires- White. c) Master Valve Wires- Blue. d) Spare Wires- Green (labeled at termination) 4. Wire Splice Connectors: Rairbird Partite Connectors or approved equal. U. High Voltage: I. Type required by local codes and ordinances of proper size to accommodate needs of equipment serviced. V. SAND BEDDING I. Sand bedding shall be construction grade. W. PIPE STABILIZER - Uee 'J' hook PART 3 - EXECUTION 3.0 PREPARATION A. Examine field conditions prior to beginning work described in this section. Grading operations shall be completed and approved prior to beginning work B. Verify all sleeve locations prior to beginning work In this section. Flag all existing sleeves and conduits installed by over trades. Report any conflicts and discrepancies to the architect immediately. C. Irrigation system shall be constructed to the sizes and grades at the location. shown on the drawings. D. Install sleeves, to accommodate pipes and wires, under paving, hardecape areas, sidewalks, and paths prior to asphalt and concrete operations. Compact backfill around sleeves to 95% Modified Proctor Density within 2% of optimum moisture content in accordance with ASTM 01551. E. EXCAVATION AND BACK FILL CF TRENCHES 4.0 Trench excavation shall as much as possible follow the layout shown on the drawings. Trenches shall be straight in alignment and support pipe continuouely on bottom of trench. Remove rocks and debris greater than I' in diameter. Over excavate as required for bedding material. A. Depth of Trench (in landscape areas) I. Pressure Supply Line: IS' from top of pipe to finish grade. 2. Control Wiring: directly at side and bottom of pressure supply line. B. Depth of Trench (under asphalt paving or concrete) I. Pressure Supply Line: 24' from top of pipe to aggregate base. 2. Non -Pressure Line: 24' from top of pipe to aggregate base a) Piping located under asphalt paving or concrete shall be installed with the appropriate sized sleeve and back fill with sand bedding (6' below pipe and 6' above pipe). % maximum density b) Compact back fill material in 6' lifts at W determined in accordance with ASTM DI559 using manual or mechanical tamping device. 3. Set in place, cap, and pressure test piping in the presence of' the owner or owner's representative prior to back fill C. Width of Trench: I. Pipe Greater than 3°: 14° minimum. 2. Pipe Less than 3': 1' minimum. D. Width between Trenches: I. Irrigation Trench to Irrigation Trench*. 6' minimum. 2. Irrigation Trench and other Trade Trenches: 12' minimum. E. Boring• Boring will only be permitted where pipe must pass under an obstruction that carrot be avoided or removed. Sack fill shall match surrounding soil density and grain. Boring under existing paving, sidewalks, or hard-scape may be permitted at contractor's own risk Contractor is responsible for any repair, or damage to such items at their oun expense. F. Back fill: Bade fill of trenches may not be done until all required tooting for the Irrigation system has been completed. G. Material: Excavated material le generally considered to be adequate for backfill operations. Before begiming the back. fill operation, insure that backfill material is fres from debris and rocks greater than I' in diameter and Is not mixed with topsoil. These materials after separated From back fill, shall be legally disposed of at contractor's expense. H. Bedding: Bed pressure supply line with construction grade sand 6' above and 6' below pipe. Remaining balk Fill may be as described above I. Bed all electrical control wire and communication cable wire, trenched separate from pressure supply line, with construction grade sand 6' above and 6' below wires. 2. When back fill, slightly mound filled trenches for settlement after back Fill is compacted. Compact bath fill to a 90% maximum density in accordance with ASTfT D1551 with a mechanical tamper. Do not leave trenches open For a period greater than 48 hours. trenches shell be protected in accordance with current 0514A regulations. 3. Smooth trenches to finish grade prior to requesting a walk through For substantial completion with the architect. 5.0 POINT OF CONNECTIONCS) A. Point of comection shall be approximately as shown on drawings. Correct new underground piping and valves and provide all flanges, adapter., or other necessary fittings. B. INSTALLATION CF SOLVENT WELD POLYVINYL CHLORIDE PIPE (PVC) I. Polyvinyl chloride pipe shall be cut with an approved PVC pipe cutter designed only for that purpose. 2. All plastic -to -plastic solvent weld Joints shall use only the solvent recommended by the pipe manufacturer. Do not install solvent weld pipe when temperature le below 407 F. 3. Pipe ends and fitting. shall be wiped with MEK, or approved equal, before welding solvent is appplted. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. 4. Pipe shall be snaked from side -to -side on trench bottom to allow for expansion and contractions. 5. All changes of direction over 15 degrees shall be made with appropriate fittings. 6. then pipe laying is not in progress at the end of each working day, close pipe ends with tight plug or cap. 1. Install pressure supply line locating tape along the entire length of pressure supply line. 8. Coordinate pressure supply line with sand bedding operation.. 9. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 10. Canter load pipe with small amount of back fill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. C. INSTALLATION OF COPPER PIPE I. Copper piping shall be cut by a power hacksaw, a circular cutting machine using an abrasive wheel, or by means of a hand hacksaw. No piping shall be cut with a metallic wheel cutter of any description. All pipe shall be reamed and rough edges or burro removed so that a smooth and unobstructed flow Is obtained. 2. Eccentric reducing fittings shall be used where any change in pipe size occurs. Bushings shall not be used unless specifically authorized by the architect 3. Apply emery cloth to all pipe ends and wipe with clean cloth prior to solder welding pipe end to fitting. Apply an even layer of flux along area to be soldered and apply solder uniformly around joint and let cool. After cooling lightly apply emery cloth along soldered area until smooth. 4. All exposed piping under structural slabs shall be stenciled with 'Irrigation Main' or 'Irrigation Lateral' as required, at ten foot (10') Intervals In black lettering, 3/4 minimum high. D. INSTALLATION OF BRASS PIPE L erase piping shall be cut by a power hacksaw, a circular cutting machine using an abrasive wheel, or by means of a hand hacksaw. All pipe shall be reamed and rough edges or burrs removed so that a smooth and unobstructed flow le obtained. 2. Eccentric reducing fittings shall be used where any change In pipe size occurs. Bushings shall not be used unless specifically authorized by the architect. 3. Joint compound shall be carefully and smoothly placed on the male tread only. All screwed joints must be tightened with tongs or wrenches. Caulking of any kind will not be permitted. 4. All exposed piping under structural slabs shall be stenciled with 'Irrigation Mann' or 'Irrigation Lateral' as required, at ten foot (10') intervals In black lettering, 3/4' minimum high E. FLOW SENSORS I. Stall flow sensors as specified on drawings. 2. Install flow sensng cable in a separate conduit and connect to terminal strip at controller. F. MASTER VALVES I. Install master valves as specified on drawings. 2. Install master valve wire in a separate conduit and contact to terminal strip at controller. G. ISOLATION BALL VALVES L Install isolation ball valves in separate valve boxes as specified on the drawings. H. QUICK COJPLiNG VALVES I. Install quick coupling valves In separate valve box ae specified on the detail drawings. 2. Angled nipple relative to pressure supply line shall be no greater than 452 and no less than 107. I. AIR RELEASE VALVES L Install air release valves in separate valve boxes as specified on the drawings. J. ELECTRIC CONTROL VALVES I. Install each electric control valve in a separate valve box so that cross handle le 3' min. below valve box cover as specified on the detail drawing.. 2. Group electric control valves together as specified on the drawings allowing a maximum of 12 ' between each valve box. Install valve boxes in the same direction and parallel with one another and perpendicular to paving, hardecape, sidewalks and paths. K CHECK VALVES I. Stall check valves ae specified on drawing.. L. VALVE BOXES I. Install valve boxes with each type of irrigation equipment so that top of valve box is above finish grade as specified on the detail drawings. Valve box extensions are not acceptable except for master valves and manual drain valves. 2. Place gravel sump below and around each valve box prior to Installing valve box as specified on the drawings. Place remaining portion of gravel inside valve box allow full access in and around all fittings. valve box shall be fully supported gravel sump. No brick or wood supports are allowed. 3. Brand valve box lid of associated equipment ae. follows: a) Electric control valve box lid with 'Controller Letter and Station Number' b) Drip valve assembly box lid with 'Controller Letter and Station Muter' a) Flush valve assembly box lid with 'Controller Letter and Station Number' and the letters 'FM' d) Quick coupling valve box lid with the letters 'QC' e) Isolation ball valve box lid with the letters 'BV' f) Air relief valve box lid with the lettere 'AR' g) Wire Splice box lid with the lettere 'W5' h) Groudng rod valve box lid with the lettere 'GR' CI) Letter and number eize of brand shall be no lees than I' and no greater than 11/2" In height and shell be I/8' maximum in depth Provide sample branding to the owner or ower's representative prior to commencement of work. (2) Walk trough for substantial completion will not be allowed until all branding le complete. M. SPRAY HEADS AND ROTORS I. Install spray heads and rotors a. specified on drawings allowing minimum distance between paving, hardecape, sidewalks, and paths. 2. Spray heads and rotors shall not exceed the maximum head and row spacing specified on the drawings or staked In the field by the architect. In no case may spray heads or rotors be installed at a distance between heads that exceeds the manufacturer's recommended distance. 3. Angled nipples on awing joints below spray heads and rotors shall not exceed 457 nor be lase than 107. 4. After installation adjust nozzle sizes, arcs and radius of throw to allow head to head uniform distribution. Adjust all spray heads and rotors to correct height above sod as detailed. No over spray will be allowed on paving, hardecape, sidewalks, and paths. 5. Adjust adjacent plant material so that It does not interfere with uniform distribution of each spray head or rotor. 6. Architect may request nozzle changes and/or adjustments without additional cost to the owner. N. AUTOMATIC CONTROLLER UNIT I. Verify electrical power at location of automatic controller unit prior to Installation of automatic controller unit. Notify architect Immediately tf power source is not available. 2. Hardwire controller to the on/oft switch and existing power source. Controller shall not be plugged Into socket provided For other equipment. 3. Install automatic controller unit where shown on drawings per manufacture's specifications. Controller shall be tested with complete electrical connection. The Contractor shall be responsible for temporary power to the Controller for operation and testing purposes. 4. Connect electric control valve and drip valve assembly wiring to controller unit In the ease numerical sequence as indicated on the drawings. 5. Connect flow sensing and master valve wiring to controller unit. 6. Install a separate ground wire For each controller unit as specified on the drawings. 1. Above ground conduit shall be rigid galvanized pipe with the appropriate fittings. Below ground conduit shall be PVC SCH 40 pipe with appropriate fittings. 8. Label each automatic controller unit with the letter or number designated on the drawings. Letter or number shall be located In a visible location on the inside panel cover with 3' high vinyl lettere. S. Each automatic controller unit shall be completely operable prior to scheduling a walk through for substantial completion. 0. ELECTRICAL WIRE L Low Voltage Wiring: 2. Bury control wiring in names trench as pressure supply line as specified. 3. Bundle all 24 volt wires at 20' Intervals with electrical tape. 4. Provide expansion loops at every pressure supply line angle fitting, inside each electric remote control valve box, drip valve assembly valve box, and at 250' length Intervale along routing. Form expansion loop by wrapping wire a minimum of 10 times around a 3/4' pipe and withdrawing pipe. 5. Limit splicing of electrical wiring. Provide each splice made at intervals or in electric control valve and drip valve assembly valve boxes with Rainbird Petite correctors or approved equal. 6. Wire splices occurring at Intervals outside electric control valve box and drip valve assemblies shall be Installed in a separate valve box. 1. Provide (I) one electrical control wire for every electric remote control valve and drip valve assembly. Piggy backing like zones on the eame electrical control wire is not allowed. S. Stall (2) two spare 014-I electrical control wires from the automatic controller unit pedestal to the last electric control valve on each leg of pressure supply lie. Locate the spare wires in their own valve box as specified In addition to these spare wires, check the drawings For any additional wires that may be required and locate tam In the same valve box as the spare wires. P. High Voltage Wiring: I. Install 120 volt power from power source to automatic controller unit Following local governing codes and ordinances. Date CVWD Plan i' These plans have bccn reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USSR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CAL /FORE/A 1�.4,,. �rrI �rrioa..ui/ ill d •.%i,. Landscape Architects Il Villamoura Laguna Niguel, CA 92677 (9491661-3998 RJCLA&SBCGLOBALNET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal Lu Issued No. Description Revisions No. Description Issue date:6/26/11 Project Code: LANDSCAPE SPECIFICATIONS Copyright 2017 0.,SCgPF �NDunninghO q,p o� rn /y S gnature 08/31/18 Renewal Date 6/26/17 Date OF CALIF Filename: Drawn by: Reviewed By: Date Date MOM Ric Original drawing sheet is 24" x 36" Scale Accordingly if Reduced Drawing Number -1.2 PLANTING SPECIFICATIONS A GENERAL !Scope of Work a Contractor shall furnish all labor, material, equipment, and services necessary to install all landscape planting, as Indicated on the approved drawings and as specified herein, and she I perform all other incidental work necessary to carry out the intent of this specification and drawings including the following: I) Fine grading, soil preparation, planting of' trees, shrubs, vines, ground covers and lawn, guying and staking trees, and weed abatement. 2) One hundred -day maintenance. 3) Provide guarantee b. All Irrigation work shall be approved by the Landscape Architect prior to any work In the section being performed. 2. Agronomic Soils Report a. After completion of rough grading and prior to soil preparation, the Contractor shall provide the testing of planting soils, and composted organic humus materials by an Independent agronomic soils testing laboratory (member of the California Association of ricultural Labs) Representative soil samples shell be taken in the field and a written report shall be prepared by the soil scientist and shall include recommendations For applications, preplant fertilization, hydramulch slurry, and post -maintenance fertilization program. b. Soil preparation specifications shall be prepared based on the test results and recommendations and shall be approved by the Landscape Architect prior to soil preparation. c. Soil tests shall be performed after soil preparation to confirm that soil preparation was performed in compliance with preplant soils report and specifications. Landscape 3. Protection of' Existing Trees and Plants to Remain a. Contractor shall not store materials or equipment, permit burning, operate or park equipment under the branches of any existing plant to remain. b. Contractor shall provide barricades, fences or other barriers as necessary at the drip line to protect existing plants from damage during construction. a Contractor shall notify Landscape Architect In any case where Contractor feels grading or other construction called For by the plane may damage existing plante- d. IF existing plants to remain are damaged during construction, Contractor shall replace such plants of the same species and size as trees damaged at no cost to this Owner. Determination of' extent of' damage and value of damaged plant shall rest solely with the Owner. Value loss will be calculated using the method established by the International Society of Arboriculture. Determination of whether to accept compensation through tree replacement or monetary settlement shall rest solely with the Owner. 4. Substitutions a. Specific reference to manufacturers names and products specified In this Section are used as standards* this mplles no right to substitute other materials or methods without written approval of' the Landscape Architect b. Installation and warranty of any approved substitution shall be contractors responsibility. Any changes required for Installation of any approved substitution must be made to the satisfaction of the Landscape Architect without additional cost to the Owner. Approval by the Owner of substituted equipment and/or dimension drawings does not waive these requirements. 5. Submittal. a. Prior to Installation, ths Contractor shall submit to the Landscape Architect two copies of manufacturers literature, receipts of sale, and laboratory analytical data for the following Items: (I)Crganic Amendments (2)Topsoil (3Xommercial Fertilizer (4Rlulch (5)Erosion Control Fabric (6)Plant Material (T)Hydroeseding Work Sheets b. Prior to hydroseeding, the Contractor shall submit a one ounce sample of' the certified seed mix and bill of lading for materials. a Refer to irrigation specifications for additional submittal requirements. 6. Product Handling a. Contractor shall furnish standard products In manufacturer's standard container. bearing original labels showing quantity, analysis, and name of' manufacturer. All containers, bags, etc., shall remain on site until work is completed. b. Contractor shall notify Landscape Architect 1 days prior to delivery of plant material and submit Itemization of plants to each delivery. 1. Clean Up a. Upon completion of' each phase of work under this section, the Contractor shall clean up and remove from ths area all unused materials and debris resulting from the performance of the work. The site shall be left In a broom -clean condition, and wash down all paved areas within the project efts Leave walks In a clean and safe condition. B. PRODUCTS (Plant Material a. All plants shall be of' the size, variety, age, and condition as shown on the drawings and as specified herein. b. Quality I) Plants shall be In accordance with the California State Department of Agriculture's regulation for nursery inspections, rules, and grading. 2) All trees shall have a growth habit normal to the species and be free of insect pests, plant diseases, sun scald., fresh bark. abrasions, excessive abrasions, or other objectionable disfigurements. 3) All plants shall meet the specifications of Federal, State, and County laws requiring Inspection for plant diseases and Insect control. Specifically, plants shall be In accordance with the California Department of' Agriculture's regulation For nursery inspections, rules, and grading. All inspection certificates required by law shall accompany each shipment, Invoice, or order For stocks and when such plants arrive at the site, the certificates shall be delivered to the Landscape Architect Plants shall not be pruned before delivery. 4) Trees which have damaged or crooked leaders, or multiple leaders, unless specified, will be rejected. c. Roots shall be sufficiently developed to the perimeter of the root ball to hold the root ball together, but should not display roots of V4' diameter or larger, visible on the perimeter of the root ball. The root ball shall be free of' roots 1/5 the trunk diameter visibly circling the trunk and free of roots protruding above the soil. In the event of' dieagreemet as to condition of' root system, the root condition of' the plants furnished by the contractor in containers will be determined by removal of' earth from the roots of not less than two plants of each species or variety. (there container groan plants are from several sources, the roots of not less than two plants of each species or variety from each source will be Ire acted. In case the sample plants I are Found to be defective, the Landscape Architect reserves the right to reject the entire lot, or lots, of plants represented by the defective samples. d. Trunk taper shall be adequately distributed to properly support the tree's canopy. The tree when untied from the nursery stake, shall not touch the top rim of the container. After planting trees must be capable of standing without the trunk or canopy bending when double staked. e. Branches should be radially distributed around the truth - Branches should not be more than 2/3 the drama of the trunk measured one Inch above the branch Branch attachment should be free of included bar*, Included bark is bark embedded between the trurk and a lateral branch at its point of attachment F. Plants shall be true to species and variety in accordance with the American Association of Nurserymen Standard*. Each group of' plant materials delivered to the sits shall be clearly labeled as to species and variety and nursery source. g. There shall be no substitution of' plants or sizes for those listed on the accompanying plane except with approval of' the Landscape Architect h Container stock shall have grown In the containers in which delivered for at least six months, but not over two years. Samples shall show no root - bound conditions. Container plants that have cracked or broken balls of earth when taken from container shall not be planted except upon special approval by the Landscape Architect I. Plants not conforming to the requirements herein specified will be considered defective and such plants, whether in place or not, will be marked as rejected. Contractor shall Immediately remove rejected plants from the premises and replace with new acceptable plants at hits expense. 2. Topsoil a. Soil to be used as planting medium for this project shall be fertile, well drained, of' uniform quality, Rae of' stones over i-Inch diameter, sticks, oils, chemicals, plaster, concrete, and other deleterious materials. b. Imported topsoil shall be from sources approved by the Landscape Architect which meet the standards specified above. c. The Contractor shall provide for the testing of proposed topsoil by a certified agronomic soils testing laboratory and shall submit soils analysis, recommendations and topsoil sample to the Landscape Architect For approval. Import topsoil shall not be delivered to the efts prior to Landscape Architect approval. The Landscape Architect may request additional testing of Imported topsoil at the site to determine conformance to the approved report -Rejected topsoil shall be removed at no cost to the Owner. d. If stockpiling To requested, locations and amounts of stockpile shall be approved by the Owner. 3. Soil Amendments and Fertilizer Recycled materials shall be used unless unavailable or cost prohibitive a. Provide standard, approved and first -grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material and manufacturer's guaranteed analyst.. Supply a sample of' all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis to the Landscape Architect b. Composted Organic Humus Composted organic humus shall be used in replacement of nitrogen stabilized sawdust materials wiles. agronomic analysis indicates this would be detrimental to plant establishment and growth. Composted organic humus materials shall be tested by the soils testing laboratory prior to use on the project. a Nitrogen Stabilized Sawdust Amendments derived from redwood or fir, shall be granular in nature, stabilized with nitrogen, shell have the following properties: I) Organic content - minimum 90% by weight. 2) Nitrogen content - 03% based on dry weight for redwood sawdust, 0.1% based on dry weight for fir sawdust, 1.0% based on dry weight for fir bark Note: Pine sawdust is not acceptable 3) Particle size - 95 to I0O percent passing 2.33 mm standard sieve. 4) Salinity Ensure that saturation extract conductivity does not exceed 3.5 millions per centimeter at 25 degrees C, ae determined by saturation extract method 5) Iron content - Minimum O28 percent dilute acid soluble Fe on dry weight basis. 6) Ash - 0 to 6 percent (dry weight). d. Soil Amendments I) Soil sulfur - Agricultural grade sulfur containing minimum of' 99 percent sulfur (expressed as elemental). 2) Iron sulfate 20 percent iron (expressed at metallic iron), derived from ferric and ferrous sulfate, 10 percent sulfur (expressed as elemental). 3) Calcium carbonate - 95 percent lime ae derived from oyster shells. 4) Gypsum - Agricultural grade product containing 90 percent minimum calcium sulfate. 5) Dolomite lime - Agricultural grade mineral sal conditioner containing 35 percent minimum magnesium carbonate and 49 percent minimum calcium carbonate, 100 passing No. 65 sieves provide Kaiser Dolomite 65 AG or other approved. 6) Fine sand - Clean, natural fine sand free from deleterious material, weed seed, clay balls, or rock with minimum of 95 percent passing a No. 4 sieve and maximum of 10 percent passing a No. 100 sieve. e. Fertilizer I) Fertilizer shall be penned or granular form consisting of the percentage by weight of nitrogen, phosphoric acid and potash as recommended by the approved agronomic report Planting fertilizer shall be mixed by the commercial fertilizer supplier. 2) Plant tablets shall be slow release type with Cal acidity of' not more than 5 percent welghL 4. Pesticides and Herbicides a. All chemicals used for weed control shall be registered by the Stats of California Department of Food and Agriculture and the Environmental Protection Agency with registration identification on the label Label shall be at job site at all times. b. All chemicals shall be applied ae. per registered label instruction and manufacturer's recommendations. a Chemicals requiring a licensed applicator must be applied by persons registered with the County of Orange Department of Agriculture's Commissioner's Office as possessing a current, valid, qualified pest control applicator's license. d. The use of any restricted materials is forbidden unless a special use permit Is obtained from the County of Orange Department of Agriculture. e. The nonselective, translocative herbicide shall be 'Roundup' or approved equal. 6. Seed a. Seed shall be of the species and variety specified on the plans. Wet, moldy, or otherwise damaged seed shall not be acceptable. b. The Contractor shall have all seed to be used on the project officially tested by the California State Department of Agriculture and shall submit to the Landscape Architect prior to hydroseedfng, official seed labels, and a signed statement from the Agriculture Department certifying that the end meets the analysis shown on the labels. Unlabeled collected seed shall be tested and analyzed and the results furnished in lieu of the seed labels. a The seed quantities listed shall be on the baste of' pure live seed. Total Seed • Pounds pure. live seed required Material% purity x percent germination 1. Turf a. General Turf shall be as shown on the drawings and as specified herein. Turf' shall be 100 percent turf type Tall Fescue variety. Other tall fescue varieties may be considered for use subject to approval by the Landscape Architect. Fescue turf shall be installed by hydroseeding. S. Hydromulch a. Hydromulch material shall be produced from 100% wood cellulose fiber and shell be of such character that it will disperse Into a uniform slurry when mixed with water. The fiber shall be of such character that when used in the applied mixture, an absorptive or porous mat, but not a membrane, will result on the surface of' the ground. Materials which inhibit germination or growth shall not be present In the mixture. b. Commercial fertilizes and soil amendments for hydromulch slurry shell be ae recommended by the approved agronomic soils report For products and application rates. Products shall conform to specifications herein. c. Soil and Fiber Mulch Binders shall be Az -Tat, Tara Tao 3, Ecology Control M-Binder, or approved equal. d. Chemical Germinating Additives shall be Catalytic Pre -Emerge or approved equal. e. Moisture Retention Additives shall be Humectant HL- 80 or approved equal. f. Urea Formaldehyde shall be Pelletized fertilizer for hydromulch slurry. S. Staking Materials a. Tree stakes shall be straight grained lodgepole pine free of' knots, splits, checks, or dieFlguremets. Stakes shall be 2-Inch minimum nominal size In diameter and 10 feet In length or as required by tree height Stakes shall have a 10- inch tapered driving point and chamfered top and shall be treated with copper napthanate or pentachloraphenol to heartwood. b. Supports For double staking shall be Steel Twist Brace as manufactured by V.I.T. Company Inc., Huntington Beach, or approved equal Supports for single staking shall be a rubber cinch tie attached In a figure eight position, seared with nail at the stake. c. Narle shall be I V2' galvanized threaded nails. 10. Guying Materials a. Guy wire shall be zinc coated iron, TO gauge minimum, and solid core. b. Turnbuckles shall be galvanized or dip -painted and weldlese. c. Cable clamps shall be galvanized or copper, size as required. d. Plastic guy covers shall be white class 200 PVC IA Inch in diameter and shall be 6 feet in length or provide 90 percent cover of guy wire. a Guying collar shall be IA inch diameter new 2-ply garden hose (reinforced rubber). The collar shall completely cover the wire and loop around tree limbs. It shall be long enough to permit tree movement within the loop. f. Deadmen shall be Steel Rapid Anchors as manufactured by Y.I.T. Company Inc. or approved equal. Size of anchor shell be per manufacturer's recommendations. IL Trurk Protectors a. Trees within turf areas shall be Installed with trunk protection devices. Truk protectors shall be Arbor Gard as manufactured by Deep Root Corporation, Westminster, California, or approved equal. 12. Root Control Banters a. Root control barrier. shall be provided as indicated on the plans, as required in the tree planting guideline, and as specified herein. b. Barriers shall be constructed of' prefabricated high Impact polystyrene or polyethylene as manufactured by Deep Root Corporation, Westminster, California, or approved equaL a Barriers shall be a minimum of 12-inch depth when Installed adjacent to sidewalk 24-inch depth when installed adjacent to curb. Barriers may be linear or a box, according to the approved plan. 13. Sand a. Sand shall be clean, sharp sand (washed concrete sand) to fill the 25 min (one inch) high rings and spaces between the rings when seeding. C. EXECUTION OF WORK L General a. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance w th locally accepted practice. b. Confirm location and depth of underground utilities and obstructions. If underground structures or utility lines are encountered in the excavation of planting areas, other location. for planting shall be approved by the Landscape architect. cAll planting layout and staking shall be accurately made In accordance with the plane. All trees shall be a minimum of' 3 feet from Improvement unless root barrier Is installed. d. Plant locations shall be approved by the Landscape architect prior to excavation and are subject to spacing and distances required by City standards. 2. Soil Preparation: a. All grading and mounding with the exception of final planting shall be completed prior to soil preparation. b. Planting areas shall be free of all weeds (plants not specified in planting areas), stones, stumps, roots, or other debris I -inch fn diameter and greater. a Soil shall be graded to a smooth and even surface conforming to required finish grade. Finish grads adjacent to walks, paved areas, curbs, manholes, cleanouts, valve boxes, and similar features shall be 2-inches below the surface in groundcover/shrub areas. Grades between such features shall be carefully sustained and blended to eliminate abrupt changes. d. Contractor shall allow for soil amendments when establishing subgrade elevations. All planting areas shall hive a finish grade conforming to approved plans and specifications after full settlement has occurred. e. In all planting areas with gradients less than 2:1, a layer of' soil merchants shall be uniformly spread and thoroughly cultivated by means of mechanical tiller Into the top 6 inches of soil, or as recommended by the approved agronomic Bolls report, so that the soil shall be loose, friable, and free from rocks, sticks, and other objects undesirable to planting. Thoroughly rotottll a minimum of two (2) directions the following amendments into the soil and irrigate thoroughly (per 1000 square fest). These quantities are for bidding purposes only. Approved agronomic so le report recommendations shall be followed in field. 6 cu yds Composted organic hymus 5m lbe Agricultural gypsum 25 lbe 15-15-15 Fertilizer Container plants: 6 parts native on -site soil by volume 4 parts nitrolized shavings or equal by volume IS lbs Go -Power Plus per cubic yard by volume NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORTING CURBS LEFT EXPOSED DURING EXCAVATION, 80 AS TO PREVENT COLLAPSE. f. Planting areas with elopes 2:1 and steeper shall not be soil prepared unless. directed by Landscape Architect g. Contractor shall not work under muddy conditions. h Should 30 calendar days elapse between completion of' soil preparation and commencemet of' planting, all areas shall be prepared again. 3. Weed Abatement a. If live perennial weeds exist on site at beginning of work, spray with a nonselective translocative herbicide as recommended and applied by an approved licensed pest control advisor and applicator. Leave sprayed plants intact for at least 15 days. Clean and remove these existing weeds by mowing or grubbing off all plant parts at least I/4 Inch below the surface of the soil. b. Upon completion of' soil preparation and planting of all specimen trees, begin weed abatement program by applying 200 pounds of a commercial Fertilize 2-10-0 per acre, per manufacturer's instructions. a Water all areas Four (4) times daily for twenty- one (21) consecutive days and until weed ends have germinated. Cease watering for three (3) days. Spray a nonselective translocative herbicide to eradicate the germinated weeds. Translocation shall be 1-10 days or an approved alternate time period. d Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a minimum depth of V4 inch below the surface of the soil. e. If perennial weeds or grasses .till exist, re - water four (4) times daily for Fourteen (14) consecutive days, until new growth appears. Reapply herbicide Remove weeds after herbicide has had sufficient time to kill. 4. Planting of' trees, shrubs, and vines a. Tree Planting Site Tree planting site le defined as a planting thole plus the modified soil area surrounding the planting hole as described below. Planting sites vary in the space available For excavation. Standards are presented for four site conditions. Tree planting sites not specifically Identified should be prepared using the standard that most closely applies. I) Turf sites having no concrete/asphalt, utility, or building restrictions. Such sites are common in parks or broad streetecapes. Prepare planting site to a minimum of five times the diameter of the root ball. 2) Turf sites having concrete/asphalt, utility, or building restrictions. Such sites are common In narrow streetscapes and parkway.. Prepare planting site to the limit that a complete circle can be created with a minimum diameter tires times that of the root ball and a maximum diameter five times that of' the root ball. 3) Shrub or groundcover sites with or without restrictions. Such sites are common in etreetscapes, parks, and parkway s. Prepare planting sits to a minimum of two times the diameter of the root ball. 4) Tree wells. Such sites are defined ae. being bounded on at least three sides by concrete/asphalt that is within ten feet of' the cater of' the tree trunk Prepare planting site to a minimum of two times the diameter of' the root ball. 5) There planting sites are larger than two times the diameter of the root ball soil shall bet loosened to a depth of eight inches uniformly throughout the planting site b. Planting Holes Planting holes shall have Irregular, nonglazed sides, and shall be a minimum of three times the diameter, and one and one-half times the depth of' the original plant container. a. Planting Procedure I) The tree shall be placed In the planting hole such that the top of the root ball le one-half Inch above the finished grade and soil sloped away Rom the root ball to finished grade. 2) Badkfill shall be composed of on -sits soil and shall Include slow release fertilizer and water absorbing polymers only as prescribed by the approved soils report or the Landscape Architect. 3) Badkllll shall be settled with water and shall not be compacted. Apply water in a moderate stream by means of a hose wall the material throughout the planting site is completely satuatsd from the bottom of' the hole to the top. Add additional backfill material as necessary to correct any settlement around the root ball. 4) Staking should be the minimum necessary to ensure the tree is protected from high winds or vandalism. The minimum Is one stake per 5- gallon tree, two stakes per 15 gallon or larger tree. 5) Create a ring of soil at four Inches above the finished grade surrounding the root ball to collect water. 6) Two inches of mulch (bark, wood chips, or leaf mold) shall be applied to cover the entire planting site. Do not put mulch within six inches of the tree trunk d. Planting procedure for field grown material. I) Plant in accordance with the above specifications however, do not ties nitrogen stabilized organic amendnet in the backfill mix. T Date CVWD Plan # S. Groundcovers a. Groundcover plants shall not be allowed to dry out before or while being planted. Roots shall not be exposed to the air except while actually being placed in the ground. Wilted plants will not be accepted. b. Plant groundcovers In straight rows evenly spaced, and at Intervals required by drawings, use triangular spacing. c. Plant each rooted plant with Its proportionate amount of' Flat soft Immediately water after planting until entire area is soaked to full depth of' each holy d. Protect plants from damage and trampling at all times. a Topdress all groundcover and &tub areas with (- Inch layer of approved bark mulch These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA • /// /d,.Gl ce,"..vii�..// Landscape Architects II Yillamoura Laguna Niguel, CA 92677 (949) 66I-3998 RJCLAs$BCGLOBALRET AI production & intellectual property rights reserved Prepared for: DAME HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406 -2632 Seal Issued No. Description Revisions No. Description Issue date:6/26/I1 Project Code: Copyright 2017 LpNDSCgpF �� rPcunninghob 9,pn LANDSCAPE SPECIFICATIONS S gnature 06/31/16 Renewal Date 6/26/17 Date or CALIF Filename: Drawn by: Reviewed By: Date Date MOM RJC Original drawing sheet is 24' x 36" Scale Accordingly if Reduced Drawing Number 6. Turf a. General: I) After soil preparation, establishment of' final grades, and weed abatement carefully smooth all surface, to be planted, roll area to expose soil depressions or surface Irregularities. Reared* as required. Prior to planting, the soil shall be loose and friable to receive turf. 2) Turf shall be planted by hydroseeding. T. Hydroseeding a. After soil preparation, establishment of final grades and weed abatement, loosen surface 2 inches of eoil by harrow or rototiller and float level, then irrigate prior to planting. b. Install trees and shrubs and groundcover If' they occur in hydroeeeded area prior to hydroseeding. c. An approved hydromulch company shall apply hydroseed In a form of a slurry consisting of wood cellulose fiber, seed, chemical additives, commercial fertilizer and water. Then hydraulically sprayed on soil, ensure that hydromulch forms a blotter -like groundcover Impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. d. Begin spraying immediately, after tank. has been filled with the hydromulch mixture specified. Spray with a uniform visible coat by using the green color of the mulch as a guide. Apply the slurry In a sweeping motion, in an arched stream so as to fall like rain allowing the wood fiber* to build on each other until a good coat Is achieved and the material is spread at required rates. a After application of hydromulch, wash excess material From previously planted materials and architectural features. Avoid washing or eroding mulch materials. f. The 'slurry shall not be sprayed on undeeignated areas. Any slurry spilled or sprayed Into areas other than those designated to receive spray shall be cleaned up at the Contractor's expense, to the satisfaction of the Landscape Architect. g. After completion of hydroseeding, Irrigate each area. Irrigate during the germination period of the seed to keep the hydromulch motet at all times without creating run-off, erosion or over saturation. Irrigation system le not to be used until It le tested and fully operational. h Slurry not used within two hours after delivery to the else shall be removed from the site. Daily worksheets shall be filled out by the nozzleman, with the following Information: Seed type and amount, fertilizer analysis and amount, mulch type and amount, seeding additive type and amount, number of loads and amount of water, area covered, and equipment used, capacity and Horse number and deliver to the Landscape Architect. I. All bare or unsuccessfully geminated areas shall be reseeded within 10 days. Areas to receive reseeding shall be determined by the Landscape Architect. The contractor shall be responsible for all seeded areas until an acceptable stand of hydro/deeded material le realized and approved by the Landscape Architect. D. SOILS REPORT Soils report to be provided by the Landscape Contractor. V. INSPECTION SPECIFICATIONS A GENERAL All inspections shall be made by the Landscape Architect The Contractor shall request Inspection and deliver required submittal items at least 40 hours in advance of' the time inspection is required. As -built drawing, shall be updated and present on -site during scheduled Inspections. B. PRE -JOB MEETING The Contractor shall request a pre -job meeting and submit required items at least 48 hairs in advance of scheduled meeting. The Landscape Architect and Owner shall be present to review grading irrigation, planting and related Items. C. CONSTRUCTION PERIOD INSPECTION I. Irrigation Syeteme Inspection shall be required for the Following parts of the work No Item shall be covered or enclosed until It has been Inspected and approved by the Landscape Architect. Each Item shall be inspected for conformance to the plans, and specifications contained herein. Any proposed substitutions and all pump data shall be submitted to the Landscape for approval prior to installation. Refer to Irrigation Specifications. a. Main Lines I) Layout 2) Trenches 3) Flushing 4) Hydrostatic pressure test 5) Badcffll and compaction b. Sleeves a Assemblies I) Point of connection to water supply 2) Point of connection to electrical supply 3) Point of connection to phone service 4) Valves, pumps, sensors, backflow preventor 5) Control wiring and corrections 6) Automatic controller 1) Cluster control unite d. Irrigation Interconnect I) Layout 2) Trenches 3) Pulling of conductors 4) Connections 5) Pull boxes 6) Bedell!' and compaction 1) Circuit testing 5) Flushing e. Lateral Lines I) Layout 2) Trenches and sleeve. 3) Pipe, fitting., riser assemblies 4) Sadkfill and compaction 5) Flushing f. Coverage Test g. Landscape Irrigation Water Audit 2. Landscape Work Inspection shall be required for the following parte of the work. No material shall be Installed until it has been inspected and approved by the Landscape Architect. Each Item shall be Inspected for conformance to the plane and specifications contained herein. Refer to Planting Specifications for product installation and submittal requirements. a. Materials Delivered to Site b. Soil Preparation and Fine Grading a Preparation of backfill d. Layout of trees and shrubs a Installation of trees, shrubs, and groundcover f. Weed Abatement g. Clean-up and finish grads 3. Concrete and Other Related Work a. Forming and construction of mow *tripe, sidewalks, access ramps, driveways, and trail.. b. Construction Items that require building, electrical, plumbing permits or grading permits shall require a separate inspection under that permit. D. PRE -MAINTENANCE PERIOD INSPECTION I. The contractor shall request a pre -maintenance period inspection upon compliance with the following condition: a. All work required in the plans shall be completed. b. All punch list and correction list iteme shall be completed. a Landscape Irrigation water audit shall be completed. d. The following shall be submitted: I) Job Site Record Drawings 2) Landscape Architects Certificate of Compliance a All turf grass area. shall have a dense, uniform stand of grass, covering no lees than 80% of the designated area. Turf type tall fescue shall be four inches In height at time of moving. All turf areas thell be mowed, removing no more than I/3 of turf height, and all bare spots shall be re- hydroseeded prior to begiming of the maintenance period. f. Permanent power to automatic controllers shall be continuous and established prior to beginning of the maintenance period. g. Written approval by the Landscape architect shall be obtained prior to the beginning of the maintenance period. 2. The, Contractor, and Landscape Architect shall be present during the inspection. E. MAINTENANCE PERIOD INSPECTION I. The entire project shall be inspected weekly during the maintenance perlod.The irrigation coverage and timing shall be checked and adjusted, If necessary. 2. Thirty days prior to the end of the maintenance period the contractor shall request an Inspection. At this time, all turf irrigation system. shall be adjusted in accordance with the landscape irrigation water audit recommended schedule.. No supplemental daytime Irrigation shall be allowed. Nonturf Irrigation systems shall be adjusted at the contractor's discretion. At this time, the contractor shall submit all outstanding turnover Items and submittal., Including but not limited to, controller charts, irrigation system guarantees, record drawings on mylar and microfilm, and turnover equipment. F. FINAL ACCEPTANCE The entire project shall be inspected, prior to final acceptance. I. The Contractor shall notify the Landscape Architect 10 day. prior to completion of the maintenance period. completion of the maintenance period. Deficiencies Deficiencies noted during Inspection shall extend the maintenance period until noted deficiencies are corrected. 2. All filter. and irrigation heads shall be cleaned. Valve boxes and sprinklers shall be adjusted to heights required in relation to finish grade. All sensor. shall be charged and calibrated. 3. Turf shall be mowed, edged and weeded, and clipped around sprinklers, valve boxes and trees All plant material not showing vigor or that have been damaged shall be replaced. 4. 5. Reduced pressure type badkflou preventere shall be tested and approved. End of maintenance shall occur only upon written acceptance by the Landscape Architect. Partial first and 15th of the month Partial acceptance of Improvements within the scope of work of approved plane shall not be authorized without approval by the Landscape Architect. VI. MAINTENANCE SPECIFICATIONS A GENERAL L Scope of Work The work required Is indicated on the drawing. and Includes but le not limited to the following: a. Maintenance of the site, planting, and irrigation. b. Guarantees and replacement. 2. Tree/Shrub Replacement Any tree shown on the approved plan which le dead or not in a satisfactory growth condition during a one- year period from date of' acceptance, shall be removed from the site and replaced within 14 calendar days of notification. Failure to comply will result In appropriate action by the Owner to assure completion. These and any trees which are missing shall be replaced by the contractor at no expense to the Owner, with the same variety and size as originally designated on the plane. Any shrub shown on the approved plan which is dead or not In a satisfactory growth condition during a ninety - day period from date of acceptance, shall be removed from the site and replaced within 14 calendar days of notification. Failure to comply will result in appropriate action by the Owner to assure completion. These and any eFrubs which are missing shall be replaced by the contractor at no expense to the Owner, with the same variety and size ae originally designated on the plane. B. MAINTENANCE PERIOD The entire project shall be maintained by the Contractor for a period of not less than 60 days from the 120 working days specified in the written contract. There will be a final acceptance after the maintenance period. I. General a. During the maintenance period the contractor shall provide all watering, weeding, fertilizing, cultivating mulching, spraying, and pruning, necessary to keep al plants in a healthy weed free growing condition and to keep the planted areas neat, edged, and attractive. b. After planting and during the maintenance period, balanced Fertilizer shall be applied at the rate recommended by the approved agronomic soils report. In the event that ground cover, trees, or eFrubs exhibit micro -nutrient deficiency symptoms, necessary corrective action shall be taken by the Contractor. a During the maintenance period, should the appearance of any plant indicate weakness, that plant or cutting shall be replaced Immediately by the Contractor with a new healthy plant. Any trees or ehrube with damaged cambium shall be replaced immediately. At the end of the maintenance period, all plant materials shall be in a healthy, growing condition and spaced as Indicated on the plane. C. MAINTENANCE OF PROJECT I. Trees a. If there is a period longer than six months between the time of tree planting and time of final acceptance of the landscape, then tree maintenance needs will be evaluated by the Landscape Superintendent, and applied as necessary according to the following guidelines: Prune young trees to develop strength and form. Remove lateral branches that are greater than 3/4 the size of the central leader, the smallest of two branches creating narrow V-shaped branch Potts, watereproute and suckers, diseased, damaged, or rubbing branches, weakest/smallest branches to establish a vertical spacing from S to 12 Inches between branches, and weakest/smallest branches to establish an even radial distribution around the trunk. b. Do not remove lower branches on young trees at the time of planting. Retain as much foliage on these branches as possible if they must be shortened after planting. Remove lower branches only when the tree is able to stand erect without staking or other support. a At all times pruning cuts shall be made in accordance with the Western Chapter International Society of Arboriculture Pruning Standards and occur in branch tissue just outside the branch bark ridge and collar. Heading or stubbing is not permitted. d. If mature tree pruning le included In the maintenance period, it shall be accomplished according to the Western Chapter International Society of Arboriculture Pruning Standards and performed by Certified Arboriste and/or Certified Tree Workers. a Removal of trees shall Include stump removal (under 3 inches diameter) and/or stump grinding (over 3 Inches diameter) to IS inches below grade. Wood chips shall be removed and the site badePllled with native soil and compacted to grade. All wood or leaf waste material shall be reduced, reused, recycled, and/or transformed. 2. Shrubs a. The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed Forme unless such is required by the design. Make pruning cute to lateral branches or buds. Stubbing will not be permitted. b. Pinch prune as necessary to encourage new growth and to eliminate sucker growth. Old wilted flowers and dead foliage shall be pinched or cut off. 3. Ground Cover a. Apply approved pre -emergent herbicide to all broad leaf ground cover areas in accordance to manufacturers instructions. b. Edge ground cover to keep In bounds* trim top growth as necessary to maintain an overall uniform appearance. a Replace dead and missing plants. d Remove accumulated trash weekly. a Remove all weeds, including roots weekly. 4. Turf a. The maintenance of turf Includes all work required to grow a healthy, uniform turf of smooth and even texture and grade. All turf shall be mowed to a height recommended For the species at least once a week Grass clippings shall be removed off -site. Maintenance height for tall fescue le 2 Inches Bermuda Is I inch, unless otherwise specified. No more than 1/3 of turf height shall be removed at a mowing. All turf shall be trimmed around sprinklers, valve boxes and trees during entire maintenance period. b. Control weed growth when necessary using selective herbicides. S. Irrigation a Contractor shall properly and completely maintain all irrigation system., automatic and manual. A balanced watering program shall be maintained to ensure proper germination and establishment. Contractor shall be responsible for the Irrigation system during periods of operation for the entire maintenance period. b. All controllers are to have each station individually adjusted on a weekly basis. System shall be eel considering the application rate each area I. capable of' receiving. The system shall operate on short Intervals, with the cycle repeating at a later time to reduce run-off. a Maintain all valve boxes and controllers free of debris. Boxes shall remain locked at all times. 6. Site Maintenance a. All planted areas shall be kept neat and clean and free of all clippings, debris, and trash. b. All subsurface drains *hall be periodically flushed with clear water to avoid build up of silt and debris. Keep all drain inlets clear of leaves, trash and other debris. c. All paved areas shall be kept free of' trash, debris, and silt. d. The Contractor shall be responsible for the elimination of vertebrate pests determined by the City to be detrimental and damaging to the area of development. Elimination shall be performed by safe, approved methods. 1. Utilities a. All utility costs incurred during the maintenance period shall be the responsibility of the contractor. Date CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USER easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA War Landscape Architects Jl Villamoura Laguna Niguel, CA 92677 (9492 66/-3998 RJCLA665CGLOBALNET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage CA. 92270 760-406-2632 Seal Issued No. Description Revisions No. Description Issue date:6/26/11 Project Code: Copyright 2017 S gnoture 08/31/18 Renewal Date 6/26/17 Date Filename: Drawn by: Reviewed By: LANDSCAPE SPECIFICATIONS Date Date MOM RJG Original drawing sheet is 24" x 36" Scale Accordingly if Reduced Drawing Number WALLACE LABORATORIES, LLC 365 Coral Circle El Segundo, CA 90245 phone (310) 615-0116 fax (310) 640-6863 August 4, 2017 Robert Cunningham, rlcla@sbcglobal.net RJCLA Landscape Architecture 11 Villamoura Laguna Niguel, CA 92677 Dear Bob, RE: Soil Management Report Harper Residence, 72428 South Ridge Trail Palm Desert Sample 18", Received August 3, 2017, Our ID No. 17-216-01 The pH is moderately alkaline at 7.42. The salinity is low at 0.28 milliniho/cm. Nitrogen, phosphorus, potassium, iron, zinc, boron, magnesium and sulfur are low. Manganese, and copper are sufficient. The concentrations of non -essential heavy metals are low. Total available sodium is low. SAR (sodium adsorption ratio) is 0.8. The texture is sand. Based on the non -gravel fraction, it contains 91.2% sand, 5.2% silt and 3.6% clay. The gravel content is 10.1%. Soil organic matter is 0.18% on a dry weight basis. The carbon:nitrogen ratio is 5.6. The estimated rate of water percolation is moderate at 1.55 inches per hour for normal soil compaction. Recommendations General soil preparation on a square foot basis. Broadcast the following uniformly; rates are per 1,000 square feet for a 6-inch lift Incorporate them. homogeneously 6" deep. Anunoniuut sulfate (21-0-0) - 5 pounds K-Mag (sul-po-mag) (0-0-22) - 10 pounds Triple superphosphate (0-45-0) - 4 pounds agricultural gypsum - It) pounds Organic soil amendment - about 4 cubic yards, sufficient for 4% to 6% soil organic matter on a dry weight basis Soil Analyses Plant Analyses Water Analyses RJCLA Landscape Architecture. August 4, 2017, page 2 For the preparation on a volume basis, homogeneously blend the following materials into Me soil. Rates are expressed per cubic yard: Ammonium sulfate (21-0-0) - 1/4 pound K-Mag (sul-po-mag) (0-0-22) - 1.12 pound Triple superphosphate (0-45-0) -1/4 pound agricultural gypsum - 1/2 pound Organic soil amendment - about 20% by volume, sufficient for 4% to 6% soil organic matter on a dry weight basis Organic soil amendment: 1. Humus material shall have an acid -soluble ash content of no less than 6°41 and no more than 20%. Organic matter shall be at least 50% on a dry weight basis. 2. The pH of the material shall be between 6 and 7.5. 3. The salt content shall be less than 10 millimbo/em ® 25° C on a saturated paste extract. 4. Boron content of the saturated extract shall be less than 1.0 part per million. 5. Silicon content (acid -insoluble ash) shall be less than 50%. 6. Calcium carbonate shall not be present if to be applied on alkaline soils. 7. Types of acceptable products are composts, manures, mushroom composts, straw, alfalfa, peat mosses etc. low in salts, low in heavy metals, free from weed seeds, free of pathogens and other deleterious materials. 8. Composted wood products are conditionally acceptable [stable humus must be present]. Wood based products are not acceptable which are based on red wood or cedar. 9. Sludge -based materials are not acceptable. 10. Carbon.nitrogen ratio is less than 25:1. 11. The compost shall be aerobic without malodorous presence of decomposition products. 12. The maximum particle size shall be 0.5 inch, 80% or more shall pass a No. 4 screen for soil amending. Maximum total permissible pollutant concentrations in amendment in parts per million on a dry weight basis: arsenic 12 cadmium 15 chromium 300 cobalt 50 copper lead mercury molybdenum nickel 100 200 10 20 100. selenium silver vanadium zinc 20 10 50 300 Higher amounts of salinity or boron may be present if the soils are to be preleached to reduce the excess or if the plant species will tolerate the salinity and/or boron. Soil Analyses Plant Analyses Water Analyses !UCLA Landscape Architecture. August 4, 2017, page 3 For site maintenance, apply ammonium sulfate (21-0-0) at 5 pounds per 1,000 square feet about once per quarter. Monitor the site with periodic soil testing. Adjust the maintenance program as needed. Sincerely, Gam A. Wallace, Ph. D. GAW:n WALLACE LABS 365 Coral Circle El Segundo, CA 90245 (310) 615-0116 Soil Analyses Plant Analyses Water Analyses SOILSREPORT.]IiintDate Aug. 4,2017 Reeeht Date 8/347 Location Harper Residence, 72428South Ridge Trail, Palm Desert Requester Bab Camunghnm, RICLA Landscape Architecture graphs mlapretal ion:* very low,'- tow, .r« moderate ammonium bicarbonate/OTPA extractable - mg/kg soil Interpretation of data low medium Idgh 0-7 8-15 overly 0-60 60-120 121-180 0-4 4- 10 overt° 0- 0.5 0.6- 1 over 1 0- 1 1 - 1.5 over 1.5 0-0.2 0.3- 0.5 over 0S 0- 0.2 0.2- 0.5 over I The following trace elements may be toxic The degree of toxicity depends upon the pH of the soil, soil texture, organic matter, and the concentrations of the Individual elements as well es to their interactions. The pH optimum depends upon soil organic matter mid clay content - for clay and loam soils: under 5.2 is too acidic i :sshigh.:, s.. very high Sample ID Number 17-216-0I Snmptommcrtpdon 18" elements phosphorus potassium iron manganese zinc copper boron calcium magnesium sodium sulfur ntalybdemmn nickel aluminum arsenic barium cadmium chromium cobalt lead lithium mercury selenium silver strontium tin vanadium I 6.5 to 7 is ideal Saturation Extract aver 9 is too alkaline pH value The ECe is a measure of alECe (milli- e soil salinity: mho/cm) 1-2 affects a few plants calcium 2-4 affects some plants, magnesium a 4 affects many plants. sodium potassium cation sum problems over 150 ppm chloride good 20-30 ppm nitrate as N phosphorus as P toxic over 800 sulfate as S anion sum toxic over 1 for many plants boron as B Ilnereaelag problems start eta SAR est. gypsum requirement-lbs./1.000square feet Infiltration rate Inehevhour will texture sand silt clay lime (calcium carbonate) Total nitrogen Total organic carbon carbon:mtrogen ratio organic matter based an carbon moisture content of m0 half sal a on permlta°ae Elements are expressed as mg&g ry soil or m91 for saturation extract. pH and ECe are measured in a saturation paste extract nd means not de Analytical data determined on soil fraction passing a 2 mm sieve. 4.55 47.73 3.61 1.75 0.31 0.67 0.08 376.61 16.70 12.60 5.15 0.03 0.02 0.16 n d 321 nd n d 0.02 0.24 0.13 n d n d n d 1.44 nd 0.15 graphic Ai* *. o. *Pi 404 7.42 •^_ n 28 ` 23.6 5.2 16.0 68 8 0.1 113 0.07 0.8 155 sand 91.2% 5.2% 3E% low 0.016% 0.088 5.6 0.18% 0.4% 13.5% tected. millieq/1 1.2 0.4 0.7 0.2 2.5 0.2 0.6 0.0 0.7 1.5 gravel>2mm 10.1% gravel a 1/4 inch L7 % gravel 1/2 inch 0.0% Date CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff dots not constitute approval to encroachinto district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA .//h,.i// , S. Landscape Architects II Villamoura Laguna Niguel, CA 92677 (949) 66I-3998 RJCLAe513CGLOBALNET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal Issued No. Description Revisions No. Description Issue date:6/26/I1 Project Code: Copyright 2017 /�,pNDSCgp <rp C lnningb% 4p r5 to �i• /t C) "gnature 08/31/18 Renewal Date 6/26/17 1F bate a5P OF CALIF Filename: Drawn by: Reviewed By: SOILS MANAGEMENT REPORT Date Date MOM RJC Original drawing sheet is 24" x 36- Scale Accordingly if Reduced Drawing Number L -SJ 40 tiMinr , SIN., INUREMENT isignamm �l: t me rgtm. EMMEN ■RME f1--f■. .•lEN � . i■DREG ■!!!n■n manninflaR )C67 / 997 )7524 675,22 Ct99) (S99) 99 9) CL99> (899) x` 66-gfJ - - X668.64 (699) ppPvc S 669.25 s — -( 99) l: I FOWAWASPATI AWN elk Irtrrr */4/. l fPII _ L❑ ■■n y now MEW INNER !/fll�I rf f CONCEPT LIGHTING LEGEND NOTE ALL L GHTS SHALL BE DESIGNED AND LOCATED SO THAT DIRECT RAYS ARE CONFINED TO THE PROPERTY. SYMBOL LIGHT 17. • 0 NO. SPJ 14-12 (TREE UP LIGHT). MATTE BRONZE FINISH. MR 16, 50 W/ FLOOD. PATHWAY LIGHT MODEL: SPJIO MA 20 MATTE BRONZE FINISH. POOL LIGHT CAN LIGHT (PER ARCHITECT) TRANSFORMER LOCATION. (PHOTO CELL ON AND TIME CLOCK OFF) NOTE- I. LANDSCAPE LIGHTS AVAILABLE AT SPJ LIGHTING (800) 469-3631 2. ALL REFERENCED LIGHTING INFORMATION PER LIGHTING ENGINEER'S PLANS 3. ALL LIGHTING COMPONENTS SHALL BE CONNECTED TO LIGHTING SYSTEM PER LIGHTING ENGINEER'S PLAN 4. Sir tT SIDE LIGHTING IS REQUIRED TO BE ON A TIME CLOCK AND PHOTO CELL. w / Date CVWD Plan N to in (6` J I , EL) rn 1 1 These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local govcming agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not he planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department Model: SPJ10-03 Finish: Matte Bronre Path I Area Light DESCRIPTION Model#: Material: Electrical: Engine: Lumens: Color Temp Mounting: LED: Extends ,pb I6' vLwegxk Fan -8v8r Bright SPECIR CATION FEATURES SRI io-c Solid Brass 8-15V FB-2W-Cone-TA16 135 2�Ok 1/2' NFT. Dual Fin Spike Incl. Nichia 1"Dla. Rica 3 Sat SC:reurc Wet Listed Finish: Electrical: Labels: Our naturally etched finishes will withstand the test of tirre. All finist es are inch iivalytreatedinsuringconsistency.Ourrreticubusapplication results in a future that truly hecorre s 'a ore of a kind'. Ave ilabk in 5 l5V ETL Standard Vet Label C-ETL Option: Adjustable Below Grade Riser Aide]: SR11403-R136G Shown. Nate Bonze Dew: Sand bass top fits on our standard pens-pasthe eh finish to match Inslallfixtureatgrack here I and as the landscape grows adjust fixture 1—e htas needed ORDERING INFO RMATI ON Model# SPJ10-03 Model: SPJ14-12 Finish: Matte Bronze Directional Light DESCRIPTION Model#: Material: Electrical: Engine: Lumens: Coior Temp: Mounting: LED: SPJ14-12 Solid Brass 12-15V, 120V (2) FB-6W-TA16 600 2700K 1/2' NPT. Nichia Wet Listed ORDERING INFORMATION Model# SPJ14-12 Finishes MBR =t&th M = Moss AG = dged ems MBR = Mats Brave RC =Rau Cepa GM = Dur4khl B = Marx R = Rusty RR P= PUD Misted PROS= PUD836n Forevet - r"OD. 2° NPT Wattage 2W WWW.SPJLIGHTING.COM light SPECIFICATION FEATURES Finish: Electrical: Labels: Finishes Lumens 135 135 115 RO 7„ Color Temp. 2700K 2VOOK RDWK 50DOK Electrical Our naturally etched finishes will withstand the test of time. All finishes are individually treated Insuring consistency. Our meticulous application results in a fixture that truly becomes "a one of a kind'. Available in 12-15Vor 120V ETL Standard Wet Label C-ETL 8/32 xolld brass pM!lipscrew MBR V = Verde M = MoM AG = Aped Brass MOR = Mane Bronze GB = SatnBrass GM = Gun Metal = Black R = Rote PVOP= PVD Polished PVDS= PVD Galin 1/2" NPT Wattage 12W 12W Tempered Glass FB 6W-TA 16 Lumens Calm Temp. Electrical WWW.SPJLIGHTING.COM 600 2700K 1271511 1 MO 270IX 65006 m a 16 I/8°=11-®e 12-I5V 12WV 24 LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA r / / %i i . S4vvi//.t, %a,. Landscape Architects lI Villamoura Laguna Niguel CA 92677 (949) 661-3998 RJCLAe&BCGLOBAL.NET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal Issued No. Description Revisions No. Description Issue date:6/26/PI Project Code: L IGHTING PLAN Original drawing sheet is 24" x 36" Drawing Number ��Gunnrngho qn` Copyright 2017 tp,NDSCAp� 1 46 /� 4' S'gnature 08/31/18 Renewal Date 8/2 Date OF CAUFO9 Filename: Drawn by: Reviewed By: Date Date In MOM RJC Scale Accordingly if Reduced EX ROLLED C&G P/L 10' P.UE. FG PUE 1 TG PER PLAN GRATE TYPE AND COLOR PER LANDSCAPE ARCH. FG INV IPER PLAN 18 x 18 " PRECAST CONCRETE CATCH BASIN w/OPEN BOTTOM mil !( 1`-T ?t, X (BROOKS 1818 OR APPROVED EQUAL) 1-1/2"" GRAVEL WRAPPED IN NON -WOVEN FILTER FABRIC r 3 SIDES (US FABRICS, INC. #US 80NW, OR APPROVED EQUAL) (7_7(d , 4Thl 5 C BUBBLER BOX DETAIL N.TS CONSTRUCTION NOTES CONSTRUCT STONE PAVER DRIVEWAY PER ARCH. PLANS. JOIN BACK OF EXISTING ROLLED CURB AT STREET CONSTRUCT BUBBLER BOX PER DETAIL ON SHE. G2. INSTALL 4" PVC (SDR 35) DRAIN PIPE. INSTALL 12°x12" NDS AREA DRAIN PER DETAIL ON SHE. G1. INSTALL 4" DM. NOS ATRIUM DRAIN PER DETAIL ON SHE Gl. INSTALL 6" DIA. NDS ATRIUM DRAIN PER DETAIL ON SHE Gl. INSTALL 6" PVC (SDR 35) DRAIN PIPE CONNECT PRIMARY ROOF DRAIN DOWNSPOUT INTO UNDERGROUND SITE DRAINAGE SYSTEM. NOTE: FG ADJACENT TO BUILDING TO BE 8" MIN. BELOW UNTREATED WALL FRAMING (TYP.). SILL PLATE TO BE PRESSURE TREATED. UNAUTHORIZED CHANGES & USES: THE MOWED? PRPAR/NG DBS& PLANS 1WLL Nor BE RESPONSIBLE FOR, OR LIABLE FOR, UN4UTHORYZED CHANGES TO OR USES OF THESE PLANS All CHANGES TO THE PLANS MUST BE IN WRONG AND MUST BE APPROVED BY THE PRFPAREN OF THESE PLANS ENGINEER'S NOTE TO CONTRACTOR: GcvWIION CON7x4CTOR AGREES THAT IN ACCORDANCE WTI GENERALLY ACCEPTED CONSIRUCTON PRACTICES, COISIRUCRLN CONTRACTOR KILL BE REQUIRED TO ASSUME S9LE AND COMPLETE RESPCNSIERLIIY FOR ,64 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAfE7Y OF ALL PERSONS AND PROPERTY, THAT THIS REQUIRLEVT SHALL BE MADE TO APPLY CONRNUULSLY AND NOT BE UMRED TO AWMAL WORKWG HOURS, AND CONSTRUCTION CCTV/RACER FURTHER AGREES TO BERND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL ll4BUfY, RFAI OR ALLECEV IN CVNECITON NTH THE PERFORMANCE OF WOPK ON THIS PRQFECT, EXCEPTING LLABLTIY ARISING TROY THE SOLE NEGL OCE OF DESIGN PROFESSIONAL. THE EXISTENCE AND LOCAMON OF ANY UNURGROUND URUIIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBINNED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISRNG U771171E5 EXCEPT THOSE SHOWN ON THESE PLANS THE COTRACTC44 IS REQUIRED TO TAKE ALL PREC4UTBNARY MEASURES TO PROTECT THE UIILTES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY NICE TO THESE LINES OR STRUCTURES ,DHOAE,-1T DIALYOU DIG 1TW0 WDI NG� BEFORE j DAYS BEFORE YOU DIG �� YOU DIG TOLL FREE 1-600-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 10 0 5 12 GRAPHIC SCALE 10 20 BENCHMARK: T.B.M. ELEV.: 668.99 LOCATION: TOP OF CURB AT THE PROLONGATION OF THE LOT UNE BETWEEN LOTS 1 & 2, PER PRECISE GRADING PLAN FOR LOT 2, TRAT NO, 30438-3 BASIS OF BEARINGS; BEARINGS FOR THIS PROJECT ARE BASED ON THE WESTERLY UNE OF LOT 1, AS SHOWN ON TRACT MAP 30438-3, MB 396/090, BEING N 11'57 00" E. ( IN FEET ) 1 inch = 10 ft. ENGINEER MARK BY DATE 6" PVC DRAIN PIPE LOT 26 rr', ao 3B ,r (EXISTING RESIDENCE) (APPROVED PAD = 6620) A.P.N. 652-350-026 jr-Orilif --, - -� - � 40 REVISIONS \ SCWEN WAtt PER 'ARCH. PLC 6 ii360 0c fi 6666;5 EXISTING BOULDER RETAINIf.tq (PROTECT) 1 I ,% k- II S. I/ �t �7J ..-- -------A 1j� /1% ' / \\ o -cc I I I i II I L.. 0 �C66)_ �(664) (665)— r 666� _ - (667). - ESIDENCE) D = 676.0) -070-021 I II — i-- j III G r� _ -Ii— — 7 EXISTING' 1BOULDER RETAINING (PROI,4,CT) EX. SCE VAULt (PROTECT) CITY ENGINEERS SEAL APPR. DATE ft CIO. J 1 a �ia (�� \ 1 s -' N 8978'43' E 5.68' \ W RETAINING/SCREEN WALL I PER ARCH. PLANS. REMOVE EXISTING BOULDER RETAINING. PREPARED BY: McGEE SURVEYING, INC nO LOT 7 R NO, 304382 2 (A (VACANT) ROVED PAD 659.5) A3f.N. 652-350-Y)29 In .13 1 �S S9 0") In In \i (659)/s=t- •I _ (Lt EXIS�TI 00—C663)� —Aopn n yr--(664) B / �- (665) tor 1 T-ixpic NO, 303-13 9 _ere (3. 5 PR ;-.PARED UNDER RECT SUPERVISION OF: DATE: 4/24/17 EXP. 09/30/17 ithr ,...BOOIDER RETAINING Mpg \\\\\ \\ \\ tri ire- N PL 11:\T\ \\A: i\\ \U.E. \\‘\\ 6\‘ GRATE INLET EX. ROLLED C&G (PROTECT) ____ ptlif- sin_Or4 05--S) c k.s, 51 \Y1C-YV CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS APPROVED BY: CI TY ENGINEER D ATE PLAN CHECKED BY: CI VIL TRAFFIC LANDSCAPE EX. ROLLED C&G Cri Frl Frl tn CITY OF PALM DESERT PRECISE °FADING PLAN LOT 1, TRACT 30438-3, 'STONE EAGLE' LOCATED IN A PORTION OF THE S.W. 1 /4 OF SECTION 31, T 5 S. R 6 E, SBBM SHEET OF SHEETS G2 2 CITY FILE NUMBER PLOT DATE: 4/24/17