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HomeMy WebLinkAbout72428 SOUTH RIDGE TRAIL (STONE EAGLE)LANDSCAPE IMPROVEMENT PLANS LOCATION MAP WATER CONSERVATION STATEMENT THE FOLLOWING ARE GUIDELINES TO WHICH TI-IIS 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 BE 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 SE 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 STONE EAGLE GOLF CLUB the vnlby! Club tit Man data ©2017 Goode 1000 11 e 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- L 1.0 COVER SHEET L I.1 CONSTRUCTION PLAN L21 CONSTRUCTION DETAILS L3.1 IRRIGATION PLAN L 4-1 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: 12428 SOUTHRIDGE TRAIL PALM DESERT, CALIFORNIA OWNER/DEVELOPER DAVID HARPER 40620 MORNINGSTAR ROAD RANCHO MIRAGE, CA 92210 160-406 -2632 LANDSCAPE ARCHITECT RJ.CUNNINGHAM LANDSCAPE ARCHITECTS 11 VILLAMOURA LAGUNA NIGUEL, CA 92611 PHONE: (949) 661-3998 EMAIL: r jcla esbcg Ioba Irlet T Date CVWD Plan # CITY OF PALM DESERT DEPARTMENT OF COMMUNITY DEVELOPMENT APPROVED BY ❑ C.0 RES. N0 p4 STAFF LETTER ❑ P.C. RES. N /,/� ❑ ARC ACTION /�FORM BY J17.� X-Id i1 CONSTRUCTION SHALL COMMENCE WITHIN ONE YEAR OF THE APPROVAL vale C cr,mztsccpc Pi 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 11 Villamoura Laguna Niguel, CA 92677 (949) 661-3998 R✓CLAgSBCGLOaALNET 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: COVER SHEET Copyright 2017 %O �pND SCq pF � �Cunningho qP Signature 08/31/18 Renewal vote 6/26/17 uJq• Date �/ TF OR of CALIF Filename: Drawn by: Reviewed By: Date Date MDM RJC Original drawing sheet is 24" x 36" Scale Accordingly if Reduced Drawing Number GATE POOL LOCATIO AIR C LOCA 5 HIGH 'ALL' AND GATE TO SCREEN EQUIPMENT fig:: ARCHITECT. STACKED BOULDER WAL_, TYP EXISTING ELECT METER TRASH ENCLOSURE AREA WITH DOUBLE GATES TO SCREEN FROM VIEWS PER ARCHITECT GAS METER S'-sa° SETBACK Nj co co (t99)_ (299)�� TheCC9u9) CCo (S99PETA1Lr !a' 199 9j CUE CRILL-Att SERVING C UNTER netAItS6° X66S 64 (699) 5 5 24' SQUARE F 1 PILASTER WITH ACCE STONE, DETAIL 'C' WITH r P. STEPPING STONES, TYP. C v 93 CS,, INTERLOCKING PAVERS —7 AT REAR YAW MATCH DRIVEWAY DECORATIVE PREFABRICATED FOUNTAIN ■■e■n rm ■:::■i i■—idi Nunn.' mommanom m■sse ■ ...n ■■..■r. f■-!n9P :� ME• mEMmionEw ■:■.■u nomonm DiE�AI. jleurz ih. �IYd�JYL1VY�ilYli�lYL�r=P.m.rtj ,.} saw -Imo minriras i�ion mill Ililil I In i ADDRESS MARKER SEE ATTACHED PHOTO INTERLOC�KI G PAYERS AT DRIVE AND FRONT ENTRT/BELGARD MEGA BERGERAC TUSCAN BLEND. INSTALL PER HANUFACTURER'S SPECIFICATIONS. D STACKED BOULDER WALL, TYP EXISTING 5 55 1C BRIMSTONE D.G. INSIDt COURTYARD ONLY cn t \ I STUCCO--FRI VACY SCREEN SEE DETAIL 'B' w ;ADDRESS MARKER Date CVWD Plan it PEDESTRIAN GATE CONSTRUCTION PLAN 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 CV W D. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 5OUTH RIDGE TRAIL PALM DESERT, CALIFORNIA Landscape Architects 11 Villamoura Laguna Niguel CA 92677 (9492 661-3598 R✓CLAe85CGLOBALRET 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 pugp\ <� ro t nninghDSC� 0tin S gnature \ * 8 Renewal newal Date 6(26/17 Dote OF CALlFO/ CONSTRUCT ION PLAN Filename: Drawn by: Reviewed By: Date Date MPH RJC Original drawing sheet is 24" x 36" Scale Accordingly if Reduced Drawing Number • I PLAN 1/2'=1' -*A LJ LEGEND I. 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 S. STUCCO SCREW, tYP. S. ACCESS DOORS AND STORAGE. 10. REFRIGERATOR TO SE SELECTED. DI !BARBECUE GRILL 41 S'-0' 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 CODES FOR VENTING AND ALL SAFELY REQUIREMENTS. I ly f r 13'-0' 2'-6' 2'-0' i VERIFY WITH BBQ. MODEL V •• _ I II I I II I/ J' ELEVATION I/4' =1' 11_I I_I I I I_11 I_I 1 I— I I_H 1= 11-111 IT=111-111-11-II-111-111-III 111-111-111-111-1=1 BBQ / SECTION 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. I' x 6' VERTICAL BOARDS. STAIN DARK BROWN. 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. A I GATE LEGEND 1. NATURAL COLOR CONC. CAP . 2. 12' x 8' x 12' CMU BLOCK, GROUT SOLID (SEE PLAN FOR LOCATION) 3. DRY SLACK RANCHO SANTA FE RUBBLE RANDOM SIZE 4. GROUT ALL CELLS SOLID 5. CONCRETE/ MORTAR FILL 6 CONCRETE FOOTING. REFER TO STRUCTURAL ENGINEER'S FOR SIZE AND REINFORCING REQUIREMENTS SUB -BASE MATERIAL - REFER TO SOILS ENGINEER'S REPORT. 8. REINFORCING REQUIREMENTS - REFER TO STRUCTURAL ENGINEER S. FINISH GRADE 10. HEIGHT VARIES SEE GRADING PLAN 6'-6' MAX. 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 18' 16' In i OVERHANG ),4 (TYR.) • -III- I III=1 -1 1=1 I-11 I '- CI PILASTER AT PERIMETER FENCE 3'-0' SECTION I/2'=1'-0' LEGEND 1. NATURAL COLOR CONCRETE CAP 2. 8'x8'x16'CMUBLOCK, GROUT SOLID 3. REINFORCING REQUIREMENTS PER STRUCTURAL ENGINEER 4. STUCCO COLOR COAT OVER SCRATCH OR BROWN COAT. STUCCO FINISH, COLOR AND TEXTURE TO MATCH ARCHITECTURE 5. FINISH GRADE 6. CONCRETE FOOTING PER STRUCTURAL ENGINEER 1. SUB -BASE MATERIAL PER SOILS ENGINEER REPORT BI 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 Nlanagement Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA leeei./ / Landscape Architects Il V Ilamoura Laguna Niguel, CA 92677 (949) 661-3998 R✓CLA&SBCGLOBAL.NET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal Is No. Description Revisions No. Description Issue date:6/26/11 Project Code: CONSTRUCTION DETAILS Original drawing sheet is 24" x 36" Drawing Number Copyright 2017 tp,NDSCgp� Cunning mrD /. 5 gnature 08/31/18 Renewal Date 6/26/17 Date F CAL Filename: Drawn by: Reviewed By: Date Date MDM RJC Scale Accordingly if Reduced 9.97 C9 r J C 9J Icn c9J js9J C9 J 675 22 (b99 CS99) rg9 9J CL99) 0399) X66b 50 (699) 5 W pVC 669125 ' N! 7(668.64 W POINT OF CONNECTION: DRIP •e ! n' fart !tri fief a% -than .I miaKljat_._ Jill- qtr p. Ir.a. 1 t Nur_ 1799) (S99) (9 TEE OFF OF 3/4' DOMESTIC WATER SERVICE AND PROVIDE VACUUM BREAKER, MASTER VALVE AND BALL VALVE. REFER TO DETAILS. WHERE POSSIBLE, MANIFOLD VALVES AT EACH LOCATION. IRRIGATION NOTE: REFER TO SHEET L-4.1 FOR IRRIGATION DETAILS. a)' E DRIP W DRIP TREES IRRIGATION NOTES I cn I to PIPE SIZING CHART PIPE SIZE FLOW (GPM) \ I 1 IRRIGATION LINES AND CONTROL WIRES SHALL SE INSTALLED IN SEPARATE SLEEVES. LATERAL LINES AND MAINLINE 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 SOH. 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, BIJT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGES 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 FILLER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY 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. 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. 1. 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. 3/4' I. 0-8 8-12 12-20 20-30 30 + DRIP W IRRIGATION LEGEND SYMBOL MFG. HUNTER 4 M (NOT SHOWN) HUNTER HUNTER NIBCO FEBCO BY OTHERS GRISWOLD HUNTER AS APPROVED AS APPROVED — j AS APPROVED AS APPROVED AS APPROVED (NOT SHOW) (NOT SHOW) HUNTER HUNTER HUNTER GRADE. DESCRIPTION PSI GPM RAD PATTERN RZW5-18-25 25 025 -- FLOOD ROOT ZONE WATERING SYSTEM (2) PER TREE / (3) PER PALM PGV-101G I IRRIGATION REMOTE CONTROL VALVE. PCZ-101-25 DRIP ZONE CONTROL KIT (DRIP VALVE ASSEMBLY) WIN 1' PGV VALVE AND 1' HYI00 FILTER SYSTEM AND 25 PSI REGULATOR t-II3 LINE SIZED BALL VALVE 165 VACUUM BREAKER BACKFLOW ASSEMBLY. REFER TO POINT OF CONNECTION NOTE FOR ADDITIONAL INFORMATION - 3/4' SIZE. WATER METER INSTALLED BY CVWD - 3/4 SIZE. VERIFY LOCATION WITH CIVIL ENGINEERING PLANS. 12230 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 SCI-I. 40, I', SOLVENT WELD, BURY MIN. I8' BELOW NON -PRESSURE LATERAL LINE, PVC SOH. 40, SOLVENT WELD, BURY MIN. IS' BELOW GRADE. SIZE AS NOTED. NON -PRESSURE LATERAL PVC SOH. 40, BURY MIN. 12 . SIZE AS INDICATED ON PLANS. NSTALL WITH FLUSH CAP IN EMITTER SOX WHERE INDICATED. PIPE SLEEVING PVC SCH 40, EXTEND MIN. 12' BEYOND EDGE OF PAVING (2 X DIAMETER OF PIPE -TYPICAL). WIRE SLEEVING PVC SCH 40 EXTEND MN. 12' BEYOND EDGE OF PAVING. BURY MINIMUM 12' BELOW GRADE. XC-6-00-I 6 STATION INDOOR WALL MOUNT AUTOMATIC CONTROLLER MOUNT ON INSIDE WALL OF GARAGE. FINAL LOCATION TO BE APPROVED BY LANDSCAPE ARCHITECT. PROVIDE CONDUIT THROUGH WALL AND INTO ADJACENT PLANTER INSTALL WITH WR-CLIK WIRELESS RAIN-CLIK RAN SENSOR PER MANUFACTURER'S RECOMMENDATIONS. PLD-AVR AIR RELIEF VALVE. REFER TO DETAIL. FLUSH CAP. REFER TO DETAIL. VALVE SEQUENCE FLOW IN GPM HYDR0ZONE VALVE SIZE NUMBER DRIP EMITTER SCHEDULE CONTRACTOR SHALL INSTALL HUNTER SD (SOLO -DRIP) EMITTERS TO MEET THE FOLLOWING SCHEDULE: ALL I GALLON - (I) SD EMITTERS (2 GPH EACH) ALL 5 GALLON - (2) SD EMITTERS (2 GPI4 EACH) 15 GALLON - (3) SD EMITTERS (2 GPI -I EACH) 2. THE NUMBER OF EMITTERS INDICATED 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 SHOW FOR CLARITY ONLY - IRRIGATION IS SCHEMATIC. ALL LATERAL LINE AND MAINLINE INSTALLED UNDER AC PAVING TO OE 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 NUMBER OF EMITTERS PER SCHEDULE. CONTRACTOR SHALL COMPUTE EXACT FLOW BASED UPON FINAL PLANTING. CONTRACTOR SHALL NOT EXCEED SPECIFIED VALVE CAPACITY IN TERMS OF MANUFACTURER'S RECOMMENDED FLOW VS. FRICTION LOSS SPECIFICATIONS. WATER USE CALCULATIONS PROJECT LANDSCAPE AREA: 5266 SQUARE FEET MAXIMUM WATER BUDGET: _ (ETO) (0.50) (AREA) (.62) _ (66.82) (0.55) (5,266) (.62)/148 = 160.41 COF ESTIMATED WATER USE: HYDROZONE 1 (BUBBLERS) ESTIMATED WATER USE: HYDROZONE 2 (DRIP) LOW WATER USE ESTIMATED WATER USE: HYDROZONE 3 (SPECIAL LANDSCAPE USE AREA - POOL/SPA) _ (ETO) (KC) (AREA) (.62) / (IE) = (66.82) (030) (128) ($2) /148/ (.15) = 2.84 CCF _ (ETO) (KC) (AREA) (.62) / (IE) _ (66.82) (030) (5,66) (.62) /148/ (.81) is 108.02 CCF _ (ETO) (KC) (AREA) (.62) / (IE) (6632) (0.45) (254) (.62) /148/ 1.0 = 633 CCF TOTAL ESTIMATED WATER USE: = 111.19 CCF S. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE HELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE SEEN CONSIDERED AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCE 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. 9. LOCATE ALL VALVES IN SHRUB AREA, SHOWN FOR CLARITY ONLY. 10. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. II. REFER TO CIVIL ENGINEER PLANS FOR GRADING, ANY DRAINAGE STRUCTURES AND METERS. COORDINATE LOCATION OF IRRIGATION EQUIPMENT WITH CIVIL ENGINEER INFORMATION. 12. CONTRACTOR SHALL SCHEDULE AND MAINTAIN IRRIGATION CONTROLLER TO OPERATE BETWEEN THE HOURS OF 10 PM AND 6 AM. 13 REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP. 14. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL EMI i I mre, AND VALVES FOR OPTIMUM COVERAGE. 15. ALL WORK TO BE DONE N ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD UNIFORM BUILDING CODE. Date CVWD Plan # IRRIGATION PLAN 0 8 16 24 1/S' =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 i LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SouTH RIDGE TRAIL PALM DESERT, CAL IFORNIIA iteiia //ti//.4, 4# /,. Landscape Architects Villamoura Laguna Niguel, CA 92677 (949) 661-3998 AJI 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: IRRIGATION PLAN Copyright 2017 08/31/18 Renewal Date 6/26/17 Filename: Drawn by: Reviewed By: Date Date MDM RJC Original drawing sheet is 24" x 36" Scale Accordingly if Reduced Drawing Number K • a Q L I. FINAL GRADE 2. EMITTER TO BE INSTALLED 3' ABOVE FINISH GRADE 3. 18' POLYETHYLENE RISER 4. 1/2 THREADED BASE 5. PVC SCHEDULE 40 TEE BURIED MIN. 12' BELOW GRADE DRIP EMITTER LEGEND u CI ❑ VARIES SEE 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 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 I. 10' ROUND TAN PLASTIC VALVE BOX. TOP OF BOX TO BE EVEN WITH FINISH GRAPE. 2. FINAL GRADE. 3. LATERAL LINE (SEE DETAIL) 4. FLUSH CAP 5. 34' CRUSHED GRAVEL SUMP - 2 CU. FT. PER BOX FLUSH CAP G nr I AUTOMATIC CONTROLLER - MOUNT AS PER MANUFACTURER'S RECOMMENDATIONS IIOV 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) Rtt-tR TO LEGEND FOR FULL MODEL tt. © BUBBLER. REFER TO LEGEND. ® FINISH GRADE. © CHECK VALVE. © PEA GRAVEL. INSTALL ALL AROUND. o V2' SCHED. 80 PVC RISER. ® 1/2' MARLEX ELL. ® SWING PIPE, IT PIPE SWING ASSEMBLY ® I/2' MALE NPT INLET ® PVC SCHEDULE TEE OR ELL. © LATERAL LINE. Q 4' BASKET WEAVE CONTAINER. SUBGRADE BUBBLER AT TREE • i :' IIII= IIIi ..•• • • -. • • 1111 fl111111 I1i�l1jlnlllill III �III�� • RECTANGULAR PLASTIC VALVE BOX ELECTRIC REMOTE CONTROL VALVE FLASH GRADE PRESSLRE SUPPLY LNE PVC MALE ADAPTER (2 REQUIRED) MASTER VALVE COPPER TYPE iC UNE FROM BACKFLOW/WATER METER 3/4' CRUSHED ROCK SUMP (ONE CUBIC FooD NOTE' VALVE SHALL HAVE A MN. OF 4' CLEARANCE FROM TI-E BOTTOM OF THE VALVE BOX UD, AND 2' MN. CLEARANCE FROM TILE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. © O -IIIIn=nnu= IIIIIIE1111115 IIIIIIE111111= =111111-III'r(Qiei Earl.;�;_ �i? O =IIIIII=11T11=11 q=111111E111111 11111E11111I 0 0 0 dl) ` iflY RECTANGULAR PLASTIC VALVE BOX WITH LOCKING TOP. (LABEL WITH VALVE NO). SET I' ABOVE ABOVE FINISH GRADE IN PLANTING AREAS ONLY. 2' IN SHRUB AREAS SNAP -TITS WIRE CONNECTORS. ® CONTROL WIRES, BUNDLE AND TAPE (12/24'MIN. EXTRA WIRE). © REMOTE CONTROL VALVE SOLENOID. Q PVC SCHSeUNION. PVC &CH 40 FEMALE ADAPTER PVC NON -PRESSURE PIPE. ® PVC SCH 50 NIPPLE(LENGTH AS REQUIRED). Q 2X4 BRICK OR CONCRETE BLOCKING. © PVC SCH 40 TEE (6x5x5) OR ELL (Sx5) ON MAINLINE © 4' MIN. OF PEA GRAVEL. ® PVC PRESSURE PIPE. PROVIDE WITH CHRISTY TAG INSTALL WITH TEFLON TAPE ON ALL THREADED CONNECTIONS O O 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 SCH. 80 NIPPLE (LENGTH AS REQUIRED). 10. PVC SCH. 40 ELL. II. PVC SCH. 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 15. PVC MAINLINE. 15. PRESSURE REGULATOR REFER TO LEGEND. 11. BALL VALVE, REFER TO LEGEND. 18. Y STRAINER REFER TO LEGEND. It CONTROL VALVE REFER TO LEGEND. THREADED WITH TEFLON ON ALL DRIP VALVE ASSEMBLY FINISH GRADE 6' ROUND VALVE BOX AIR / VACUUM RELIEF VALVE • 3/4'MXI/2'FTXT 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 STAINLESS STAINLESS STEB- CLAMPS DRIPLINE AIRNACUUM 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 I-IARDSCAPE EDGE. HEAT BRAND 'BV' ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION 1 FINISH GRADE 1-III III III -III _III_III SECTION VEW - NT S. PRESSURE SUPPLY UNE DEPTH AS PER SPECS. PVC MALE ADAPTER BRICK SUPPORTS BRASS UNION BRASS NIPPLE LANDSCAPE FABRIC 3/4' ROCK, 2 CUBIC FT. NOTE, BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER N BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED 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 11 111 IIII-`DAe .)(D -111= I I-1I I-111III-1 1I 11=11 DIMENSION 1/2' TO 4' IN SIZE SECTION VIEW - N.T.S. SLEEVE INSTALLATION DIMENSION I/2' TO 3' IN SIZE 4' TO 6' IN SIZE A B C 18' 18' 4' X 4' 24' SECTION VIEW - N.T.S. PIPE INSTALLATION PAVING SAND BACKFLLCOMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINES IN SCH 40 SLEEVE CONTROL WIRES IN SCH 40 SLEEVE UNDISTURBED SOIL PRESSURE MAINLINE N SCH 40 SLEEVE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PPE OR WIRE BUNDLE CARPED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. FNISH GRADE CLEAN COMPACTED BACKFIU- LATERAL LINES, SEE SPECS. CONTROL WIRES, SEE SPECS. UNDETURBED SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS HOMEOWNERS CONTROI I FR INSTALLED INSIDE GARAGE. SERVICE LINE TO BUILDING TYPICAL POINT OF CONNECTION TO DOMESTIC WATER SERVIO METER/BACK FLOW TO BE PROVIDE BY CVWD. CONTRACTOR TO SUPPLY LI SIZE BAIL VALVE AND WILKI BR-4- 1' SERIES PRESS IRE REGULATOR. a C Y SLOPE IRRIGATIONY SYSTEM PER PVC MAINLINE AS SPECIFIED N PVC MAINLINE POINT OF CONNECTION TO BUILDING BUILDING CCRVICE LINE COIT'8R TYPE K TEE EXISTING WATER Mt I Irlod FROM CITY SOURCE CONCRETE METER BOX ROUND PLASTIC VALVE BO MARK TOP 'MASItW VALVE CONTROL VALVE(S) PER PLAN TO IRRIGATION SYSTEM MASTER VALVE. ;Q LEGEND COPPER TYPE 'IC' MALE ADAPTER PIPE FROM METER TO MASTER VALVE SHALL BE COPPER TYPE 'K' (NO I LSF OF PVC) PVC MALE ADAPTER PVC IRRIGATION MAINLINE POINT OF CONNECTION 0 I. BACKFLOW UNIT 2. BRASS UNION 3. BRASS NIPPLE 3' LONG MIN. 4. BRASS PIPE RISER LENGTH AS REQUIRED 5. FINISH GRADE a PVC MALE ADAPTER (TO SPRINKLERS) 1. PVC MAINLINE a BRASS 90° ELL AS REQUIRED Date CVWD Plan # 9. I CU FT. CONCRETE THRUST BLOCK I. TO POINT OF CONNECTION - ADAPT AS REQUIRED NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF BACKFLOW PREVENTER HEIGHT TO BE 12' MIN. ABOVE HIGHEST SPRINKLER HEAD OR 12' ABOVE HIGHEST ELEVATION ON SITE, WHICHEVER IS HIGHER SACKFLOW 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 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 TRAIL PALM DESERT, CALIFORNIA 9ryas Landscape Architects lI Villamoura Laguna Niguel, CA 92677 (9492 66I-3998 RJCLA'SBCGLOBAL.NET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40620 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal 0 Issued No. Description Revisions No. Description Issue date:6/26/11 Project Code: IRRIGATION DETAILS Copyright 2017 tp,NDSC4 Gunning 10, /t. S S gnature 08/31/18 Renewal Date 6/26/17 Dote OF CALF Filename: Drawn by: Reviewed By: Date Date MOM Rat Original drawing sheet is 2C x 36" Scale Accordingly if Reduced Drawing Number X6p (299) x61 i EXISTING PROSOPIS GLANDULOSA 5 -O° - _ SETBACK , EXISTING ALOE 0 w 669.91 CT9g)� (E99)` (b99) CS99) r99 (L99) 8991- X666 C699) xpvC IPA% • \�I • I,, 41:1" 1. • foo I6� 1 �h (J 4) I • a cif as, iitt artsK Imo+, Milrhisiii a A% lll�lll��l Illuollo%- 66925 )C 66B 64 E / / S 4 Mina 411. Bran� 1161r fln•u 'tans vimpnfl J-OME`OWNER'S ASSOO ATION PLANTING TYP. OWNER LLED. w� EXISTINGCRCIDIUM PRAECOX il��a I cli'I,In Iiiilirl iM,0 1 1 I / tri / C to cn 6 C c EL) HOMEOWNER'S ASSOCIATION PLANTING, TYP. OWNER INSTALLED. BRIMSTONE DA. INSIDt COURTYARD ONLY 1 Co S s w w N PLANTING LEGEND SYMBOL BOTANICAL NAME TREES TI4EVETIA PERUVIANA SHRUBS/GROUND COVERS BOUGAINVILLEA BACCHARIS P. 'CENTENNIAL' CAESALPINIA PULCHERRIMA RJELLIA PENINSULARIS TECCMA STAINS GOLD STAR ACCENTS MUHLENBERGIA RIGENS CACTUS/SUCCULENTS DASYLERION WHEELER' VINES ANT IGONON LEPTOPUS COMMON NAME YELLOW OLEANDER BUSH TYPE RED DWARF COYOTE BUSH RED BIRD OF PARADISE BAJA PETUNIA BUSH GOLD STAR TECOMA DEER GRASS DESERT SPOON QUEENS WRATH SIZE REMARKS WJCOLS PLANT CLONE 6) FACTOR 36 BOX STANDARD LOW 5 GAL. I GAL. IS GAL. 5 GAL. 5 GAL. 020 AS SHOWN LOW 020 AS SHOWN LOW 020 AS 8140U.N LOW 020 AS &MOWN LOW 020 AS SHOWN LOW 020 5 GAL. AS SHOW) 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 2° MIN. LATTER OF DECOMPOSED GRANITE 'BRIMSTONE' TO MATCH EXISTING. r Date TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENTS OR RIGHT —OF— WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. CVWD Plan # PLANTING PLAN LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA m. 020 j r� r !/ $ / /�,i .y.. ,�,..%i ,,,,,/ ,i,,,,,,,/�a, di S. 61111.1.11.1.1.11 0 a 16 24 1/S°=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 Architects II Villatnoura Laguna Niguel, CA 92677 (949) 66I-3998 RJCLA&'S13CGLOBALNET 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: PLANTING PLAN Copy }NDSCgp Gunn hod 5 gnature 08/31/18 * Renewal Date 6/26/17 Jip ate �TFOP CALIF Filename: Drawn by: Reviewed By: Original drawing sheet is 24- x 36- Scale Accordingly Drawing Number L X6.6 ° (T99),, (99)_ (E99)` (b99) (S99) r99 9j (L99) (899)- X6653• (699) 669.97 X 6 7 ,7524 67522 675,19 X 668.64 l c" Cam_ CCC7 C--1 HOMEf1. WNER'S ASSOCIATION PLANTING, TYP. OWNER INSTALLED I I ' olul . G if L FL) 6 HIPMEOWNER'S ASSOCIATION Pi-ANTING, TYP. OWNER INSTALLED Q C FL) 6 U) F CX OT EXISTING 1-I.O.A. PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME TREES CF CERCIDIUM FLORIDUM BLUE PALO VERDE CERCIDIUM PRAECOX PALO BREA DUJ CHILOPSIS LINEARIS DESERT WILLOW OLNEYA TESOTA IRONWOOD PG PROSOPIS GLANDULOSA 'TORREYANA' HONEY MESQUITE SHRUBS / GROUND COVERS AMBROSIA DUMOSA ENCELIA FARINOSA LARREA TRIDENTATA RUELLIA PENINSULARIS SIMMONDSIA CHINENSIS SPHAERALCIA AMBIGUA ROSACEA TECOMA SR 'GOLD STAR' S NOTES ACCENTS MUHLENBERGIA RIGENS CACTUS/SUCCULENTS DASYLERION WHEELERI FEROCACTUS ACANTHODES HESPERALOE PARVIFLORA BURRO BUSH BRITTLEBUSH CREOSOTE BAJA PETUNIA BUSH JOJOBA GLOBE MALLOW GOLD STAR TECOMA DEER GRASS DESERT SPOON BARREL CACTUS RED YUCCA 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 L5I FOR ADDITIONAL PLANTING ALONG RIGHT OF WAY AREA AND FOR CONTINUATION OF PLANTING ON —SITE. EXISTING 1-10A LANDSCAPE PLAN 0 a lr, I/8' =1' -ID' 24 • LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT CALIFORNIA !i.,.. G.• 4 adi /ir,,#,/%. , A. h. Landscape Architects II Villamoura Laguna Niguel, CA 92677 (949) 661-3998 R✓CLA&SBCGLOBAL.NET All production & intellectual property rights reserved Prepared for: RAVE 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: Ca Copy v_p,NDSCA Gunningh (xi�` rr �� S gnature 08/31/18 75.1)., Renewal Date 6/26/17 JTq Date TF OF CALIF( Filename: Drawn by: Reviewed By: EXISTING I-10A LANDSCAPE PLAN Original drawing sheet is 24" x 36" Drawing Number Scale Accordingly i 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 SE 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 SE 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, 8. 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 PAYED 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 15 OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT WAVE 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. II. ALL SPRINKLER EQUIt-1 ItNT 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. 5. LOCATE ALL VALVES IN SHRUB AREA, SHOWN FOR CLARITY ONLY. It ALL WORK TO BE PONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD UNIFORM BUILDING CODE. 18. 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 REOUI1sEMcNTS. 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 SY MEANS OF CONTINUOUS WATERING, PAINING, 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 (90) DAYS. K. L. M. N. O. REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP. FINISH GRADE TO BE I' BELOW TOP OF CURB OR WALK FOR TURF AREAS, 2' FOR GROUND COVER AREAS. ALL TREES WITHIN 1' OF HARDSCAPE ELEMENTS. SUCH AS CURBS, WALLS, BUILDINGS OR WALKS, SHALL BE PROVIDED WITH A PEEP ROOT BARRIER CONTROL DEVICES OR EQUAL. SEPARATION BETWEEN TURF AND SHRUBS/GROUNDCOVER AREAS TO BE REDWOOD HEADER OR EQUAL_ ALL TREES TO BE DOUBLE STAKED. 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. MULCH ALL SHRUB AREAS WITH 2' MIN. LAYER OF DECOMPOSED GRANITE 'PALM SPRINGS GOLD'. QUANTITIES INDICATED IN LEGEND ARE FOR OWNER USE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. PALM TRUNK (REFER TO DETAIL B) IRRIGATION BUBBLER REFER TO IRRIGATION DETALS FOR INSTALLATION OF BUBBLER 6' HIGH WATERING BERM FINISH GRADE BACKFLL TO BE 100% CLEAN NLRSERY SAND ROOT BALL PLANT TABLETS COMPACTED SUBGRADE FLIER FABRIC 12' DIA. X 3' DEEP SUMP FILLED WITH u2 GRAVEL NOTES COONETRAACTOR SHALL PLACE PALM TRUNK N EXACT CENTER OF REFER TO IRRIGATION PLANS TO COORDINATE INSTALLATION AND NUMBER OF IRRIGATION BUBBLERS LANDSCAPE ARCHITECT TO APPROVE FINAL HEIGHT AND LOCATION OF PALM PRIOR TO PLANTNG REFER TO SPECIFICATIONS FOR FERTLZER REQUIREMENTS PALM PLANTING SET TOP OF ROOTBALL 7 ABOVE SIRROLfCDNG GRADE AND SLOPE FOR DRAINAGE SCARFY SIDES AND BOTTOM OF PLANTNG PIT. NATIVE Lr'DISTIRB® SOL I 111 E 11 -III- 1 11_ 11111 i lirir { 2 TIMES ) DIAMETER OF ROOTBALL SI-Roe CENTER N PIT. 2' DEEP WATERING BASN FNSH GRADE AMENDED NATIVE BACKFLL REFER TO SPECIFICATIONS PLANTNG TABLETS - REFER TO SPECFICATIONS FOR QUANTITY AND PLACEMENT NOTES' BACKFLL TO BE NATIVE SITE SOL ONLY. SHRUB / VINE PLANTING rye �INV �F. + + +l.+ ++ ++ t+ ++ ++ i SECTION L- ON CENTER SPACING AS CAI I F_D FOR N PLANTNG PLAN GROUND COVER PLANT FROM FLATS 2' DEEP MULCH FINS -I GRADE BACKFLL TO BE NATIVE SITE SOIL ONLY. TRIANGULAR SPACE PLANT LOCATION, TYPICAL WALL, TOP OF SLOPE, PAVING EDGE, CURB, BUILDING OR EDGING NOTE' INSTALL SHI2LBS/ GROUND COVER 1/2 THE DISTANCE OF THE ON CENTER SPACING AWAY FROM WALLS, CURBS. PAVING, TOP AND TOE OF SLOPES. SHRUB AND GROUNDCOVER SPACING N ARBOR GUARD FOR TREES IN TURF FINISH GRADE 2 2 TIMES DIA. OF ROOTBALL PREVAI NG WIND 2' LODGE POLE PINE STAKES 2 TOTAL PER I ktt. 10' HEIGHT MN. EXCEPT PRUNUS K.V V.I.T. CINCH TE (OR EQUAL) INSTALL PER MANUFACTURER'S SPECS. TOP OF ROOTBALL TO MATCH FINISH GRADE WITHIN r 2' MTROL® BARK MULCH 4' WATER BASIN FROM COMPACTED NATIVE SOL - RAKE SMOOTH AT DRECTION 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 PALM TRUNK HEIGHT Date CVWD Plan # TRUNK HEIGHT MEASURED OF BROWN TRUNK IN PEET NOTE' TRUNK I -EIGHT GRADING SPONSORED BY THE AMERICAN SOCIETY OF NURSERYMEN, INC. AND APPROVED BY THE AMERICAN NATIONAL STANDARDS QNSTITUTE, 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 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, CAL/FORMA Landscape Architects Il Villamoura Laguna Niguel, CA 92677 (949) 661-3998 RJCLA&SBCGLOBALRET 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:b/26/IT Project Code: Copyrig rDS C nningh ce 4';Date� a Sgnature 06/31/1 *JRenewal h ate 6/26/17 'T TF DOFCAL1 Filename: Drawn by: Reviewed By: Dc D PLANTING DETAILS AND ADDITIONAL NOTE€ Original drawing sheet is 24' x 36n Scale Accordingly Drawing Number 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 OF, 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 IN THE PLANS OR NOTES, THEY SHALL BE IN l ptertse l =t.+ SO AS TO ACCOMPL ISH THE REAL PURPOSE OF THOSE PLANS AND NOTES. C. ADDITIONS, DEVIATIONS AND ALTERATIONS NO DEVIATIONS OR ALTERATIONS PROM THE PLANS AND SPECIFICATIONS WILL BE 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 HEREN 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. OESERVATION AND REJECTION OF MATERIALS AND WORKMANSHIP ALL MATERIALS AND WORKMANSHIP FUrd4ISHED OR PERFORMED BY CONTRACTOR SHALL BE SUBJECT TO FINAL OBSERVATION AND ACCEPTANCE BY OWNER AND LANDSCAPE ARCHITECT UPON COMPLETION OF 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 COPES ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL BUILDING CODES AND ORDINANCES. IT IS CONTRACTORS RESPONSIBILITY TO VERIFY ALL CODES PRIOR TO COMMENCING WORK HI. 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 OF 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 FORGE AND EFFECT AS THOUGH WRITTEN N 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, BACCFILLING, 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 REMAN. 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 SHOWN ON THE DRAWINGS. BOTTOMS CF 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 95%. E. SUBGRADES UNDER ALL PAVING SHALL BE TRUE TO GRADE AND CROSS SECTION, HARD, UNIFORM AND SMOOTH PRIOR TO PLACEMENT OF BASE MATERIAL. F. BACK=ILLING OF ALL EXCAVATIONS AND TRENCHES AFTER PLACEMENT OF FOUNDATIONS, WALLS, WALKS, UTILITIES, ETC, AS OUTLINED ON THE DRAWINGS. COMPACTION OF BACKFILL SHALL BE IN 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 IMPORT TOP SOIL FILL 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 I. ACRYLONITE BUTALENE - STYRENE (ABS) SCHEDULE 40 DRAIN PIPE, PERFORATED OR NON -PERFORATED IN DIAMETERS SHOWN ON THE DRAWINGS. 2. BASNS 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 SHOW ON THE DRAWINGS. STAINLESS STEEL OR BRASS DECK DRAINS IN HARDSCAPE AS SHOWN ON THE DRAWINGS. B. TRENCHING AND LAYING PIPE I. TRENCHES TO PITCH A MINIMUM OF I/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 BELL 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 BACIGFILL UNDER THE BASE OF THE PIPE AND NOT BY WEDGING OR BLOCKING. 3. TRENCH MATERIAL SHALL BE USED FOR SACKFILL. HOWEVER NO ROCKS OR LUMPS SHALL BE USED. WELDED JOINTS SHALL BE GIVEN AT LEAST 15 MINUTES SETUP BEFORE HANDLING. ABOVE THE LEVEL OF INITIAL BACGFILL, THE TRENCH MAY BE BACKFILLED WITH TRENCH MATERIAL. 4. COMPACTION - COMPACTION BY TAMPING SHALL NOT BE DONE IN LAYERS EXCEEDING EIGHT INCHES IN 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 SHOWN ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A MATERIALS 1. CEMENT - STANDARD PORTLAND CEMENT, PER DESIGNATION C-150 OF 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-I44. 3. WATER - WATER USED SHALL SE 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 SHOWN ON DRAWINGS. 5. EXPANSION JOINTS - ASPHALT IMPREGNATED FELT. POLYFELT ETHAFOAM AS INDICATED ON THE DRAWINGS. 6. CONTROL JOINTS - SAW CUT JOINT 1/4 OF SLAB THICKNESS. HAND TOOLED SCORE JOINTS 1/4' DEEP MINIMUM WHERE SHOWN ON THE DRAWINGS. 1. COLD JONTS - BUTT TYPE, BUTT TYPE WITH DOWELS. SCREED KEY JOINT AS INDICATED CH THE DRAWINGS. a JOINT SEALANT - TWO PARTS POLYSULFIDE SEALANT AS MANUFACTURED BY THIOKOL, CLASS AS, SELF LEVELING OR MULTI -PART POLYURETHANE CONSTRUCTION SEALANT BY LM. SCOFIELD, IN MATCHING COLOR. 9. CURING MATERIAL - HUNTS PROCESS MD1C. '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 LA SCOFIELD COMPANY. II. DUST -ON COLOR - 'LITHOCHROME' COLOR HARDENER BY L.M. SCOFIELD COMPANY. 12. SURFACE RETARDANT - 'LITHOTEX' TOP SURFACE RETARDER AS MENUFACTURED BY LM. SCOFIELD COMPANY, OR 'SIKA' SURFACE RETARDANT OR RUGESOL' AS MANUFACTURED BY SIKA CORPORATION. B. SUBGRADE I. GRADE ALL SUBGRADES 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 ACSGIREGATE 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, 1E, 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 CF CEMENT PER CUBIC YAW AND BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2000 PSI N 28 DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39. 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 ASTM C-94. F. CONCRETE FINISHING I. BROOM FINISH - TAMP FRESH CONCRETE WITH HEAVY METAL GRID. SCREED WITH STRAIGHT EDGE TO REMOVE ALL IRREGULARITIES. FLOAT TO A SMOOTH SURFACE, STEEL TROUEL AND EDGE TO AN EVEN HARD SURFACE. SCORE AS INDICATED ON THE DRAWINGS. USE A NEW MANILA HEMP BRISTLE BROOM. BRUSH MARKINGS ON SLAB IN 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, LM. SCOFIELD, USING SPRAYER PROVIDING EVEN DISTRIBUTION. REVEAL AGGREGATE BY USING WATER JET AND COARSE FIBER BRUSH TO REMOVE RETARDANT PASTE FROM SURFACE, WASHING THOROUGIHLY 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 IN UNIFORM FASHION OVER ENTIRE AREA KEEPING STONE 1/2' MINIMUM 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 'LITIHOCHROME' BY L.M. SCOFIELD BY THE DRY SHAKE METHOD USING A MNIMUM CF 60 POUNDS PER IMO SQUARE FEET. APPLY IN 2 OR MOB SHAKES AND FLOAT AFTER EACH SHAKE. TROWEL ONLY AFTER FINAL FLOATING WHILE CONCRETE IS STILL PLASTIC USING IMPRINTING TOOLS TO MAKE PATTERN AS SHOWN ON THE DRAWINGS. APPLY COLOR CURING COMPOUND 'LITWOCHROME' COLOR WAX BY LM. SCOFIELD COMPANY USING ROLLER OR SPRAYER IF 'BOMACRON' TYPE SURFACE IS SHOWN ON DRAWINGS, A RELEASE AGENT MUST SE 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 SMOOTH 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 (LASHED WITH A DILUTED SOLUTION OF MURIATIC ACID AND WATER AND BRUSHED TO REVEAL SURFACE FNES. SURFACE MUST SE 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-I50 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 ,.ei-vtei Ties. BARS ASTM DESIGNATION A-165. 6. CONCRETE - CLASS A CONCRETE MINIMUM 2000 PSI AT 28 DAYS. 1. MORTAR - BY VOLUME, FRESHLY PREPARED, UNIFORMLY MIXED IN RATIO I PART CEMENT, 1/2 PART LIME PUTTY, 4-1/4 PARTS SAND, CONFORMING TO ASTM C-210. OMIT LIME PUTTY IF PLASTIC CEMENT IS USED. 8. GROUT - BY VOLUME FRESHLY PREPARED, UNIFORMLY MIXED 1 PART CEMENT 3 PARTS SAND, 2 PARTS PEA GRAVEL. B. 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 5140W FINISHED FACES WHERE EXPOSED. JOINTS AND BOND PATTERN TO BE AS SHOWN ON THE DRAWINGS. C. REINFORCING I. ALL BARS N 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 SHOWN ON THE DRAWINGS. E. GROUTING OF MASONRY 1. 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 1. OPEN JOINT UEEP HOLES AT 32' CC. MAXIMUM ON BOTTOM COURSE OF RETAINING WALLS WITH I CUBIC FOOT GRAVEL IF SHOW ON DRAWINGS OR APPROVED DRAINAGE SYSTEM PER STRUCTURAL ENGINEERS SPECIFICATIONS. G. EXPANSION JOINTS 1. PROVIDE VERTICAL EXPANSION JOINTS IN WALL PER LOCAL CODE AND STRUCTURAL ENGINEER'S SPECIFICATIONS. H. WATERPROOFING 1. WATERPROOF ALL RETANNG WALLS BELOW GRADE WITH ASPHALT EMULSION, 2 COATS. I. CLEANING I. CLEAN ALL MASONRY WORK, 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 MW 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-I65. 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. 1. GROUT - BY VOLUME, FRESHLY PREPARED, UNIFORMLY MIXED IN RATIO I PART CEMENT 3 PARTS SAND OR I PART CEMENT 3 PARTS SAND AND 2 PARTS PEA GRAVEL. B. LAYING OF BRICK 1. 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. CUTTING OF MASONRY I. USE MASONRY SAW FOR BRICK CUTS UNLESS SPECIFIED O TI-IERWISE. 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 2-1/2' GROUT SPACE BETWEEN DOUBLE BRICK WALLS. PROVIDE MINIMUM 3/4' BETWEEN STEEL REINFORCING AND BRICK. I- 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 F SHOWN ON THE DRAWINGS. 2. UPON COMPLETION OF WORK, REMOVE ALL MORTAR DROPPINGS, DEBRIS, MATERIALS AND TOOLS FROM SITE. VII. 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, RESAWN, SURFACED 4 SIDES WHERE SHOWN ON THE DRAWINGS, STRAIGHT, SOUND, FREE FROM MARKS, PIN HEAD KNOTS, SAP POCKETS, SLIVERS, CHECKS. SELECT GRADE OR BETTER WHERE SHOW ON THE DRAWINGS. 2. DOUGLAS FIR REDWOOD, WESTERN RED CEDAR OR AS SHOW 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 TIEOR 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 I. SET ALL POSTS, BEAMS, RAILS AND FRAMING PLUMB AND TRUE TO LINE AS SHOWN 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, 1E, BENCH TOP ETC. C. PAINTING AND STAN I. FILL 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 S45. 3. PRIME ALL PAINTED SURFACES WITH ONE COAT PRIMER. 4. PAINT WITH MINIMUM TWO FINISH COATS FOR PAINTED SURFACES. a STAIN WITH MINIMUM TWO FINISH COATS FOR STAIN SURFACES. D. PROTECTION AND CLEANUP 1. 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 AWN DESIGNATION 500 AND/OR HAND FOR3ED, 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 2,000 PSI AT 28 DAYS AND/OR 'PAR -ROCK' AS SHOWN ON THE DRAWINGS. 4. PAINT - ZINC CHROMATE PRIMER RUSTOLEUM' FINISH SURFACE COATS OR EQUAL 'METALIZING' OR GALVANIZING OR POLDER COATINGS IF SHOWN CN THE DRAWINGS. B. FABRICATION AND NSTALLATION I. CONTRACTOR SHALL MAKE ALL MEASUREMENT FOR FABRICATION STARTING WORK 2. HORIZONTAL BARS TO TAPER WITH GRADE OR STEP WITH GRADE DRAWINGS. VERTICAL BARS TO BE PLUMB. IN FIELD PRIOR TO AS SHOWN ON THE 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 WOG 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. PAINT TO BE 4 MILS MINIMUM DRY 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 SHOW 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. B. 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 IN 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 (IF ALLOWED BY LOCAL AUTHORITY) IP SUITABLY PROTECTED (IE. IN A TRENCH WITH OTHER PIPING WITH A CONCRETE 3' CAP OR WITH BURIED REDWOOD PLANKING. D. DISTRIBUTION PANEL, PEDESTAL I. PROVIDE PANELS, BREAKERS, ELECTRICAL SERVICE PEDESTALS AS SHOWN 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 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 11 Villamoura Laguna Niguel, CA 92677 (9492 661-3998 R ICLAeSBCGLOBAL.NET All production & intellectual property rights reserved Prepared for: DAVE HARPER 40610 Morningstar Rd, Rancho Mirage, CA. 92270 760-406-2632 Seal Issued No. Description Revisions No. Description Issue date:6/26/11 Project Code: Copyrig p,ND SC,c cunningholb S gnature 05/31/18 Renewal Date 6(26/17 ate OF CAL\ LANDSCAPE SPECIFICATIONS Original drawing sheet is 24" x 36' Drawing Number Dat Dot Filename: Drawn by: Reviewed By: Scale Accordingly if F SECTION 02810 IRRIGATION SYSTEM PART 1 - GENERAL 10 SUMMARY A This section covers the furnishings of all materials and performing all operations to provide a complete operable Iandecape Irrigation system as show on the drawings Including the following: L Trenching, stockpiling excavated materials and refilling trenches. 2- Irrigation system components Including but not limited to: piping, backfield prevention devices and enclosures, valves, fittings, rotors, spray hinds, controllers, wiring and final adjustments ae• determined by the architect to Insure efficient and uniform distribution. 3. Pipe corrections to pump stations, water meters and backflow prevention devices. 4. Testing and Inspection of Irrigation system. 5. Clean-up and maintenance B. The conditions of the Contract and Division i apply to this section as fully as If repeated herein. 2.0 GENERAL REQUIREMENTS A Code Requirements shall be those of State and Municipal Codes and Regulation locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary Ie granted by the Architect B. Conform to the requirement of the reference Information listed below except where more stringent requirements are shown or specified In the most current set of constriction documents: I. 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, backflow evention devices and other related work shall be executed by a licensed and d plumbing contractor. At necessary permits .hen be obtained prior to beginning D. Specified depths of pressure supply lines, laterals and pitch of pipes as stated in this section are minimums. Settlement of trenches lower than grades specified on the firm grading plane is cause for removal of finish grade treatment, refilling trenches, recompactlng and repairing of' finish grade treatment E. Follow cermet printed manufacturer's specifications and drawings for Items or Information not specified or graphically Indicated In the most current set 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 sits conditions. Before proceeding with any work the Contractor shall carefully check and verify all dimensions of related architectural elements, utilities and landscaping and furnish and Install required Fittings. G. Do not install the irrigation system as shown on the construction drawings when It is obvious that actual field conditions such as physical obstructions, grading discrepancies and field dimension vary from those recorded on the construction drawingt 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 mast, the contractor shall assume full responsibility for necessary revisions, as determined by the architect 3.0 EXISTNG FIELD CONDITIONS A Preserve and protect all assisting trees, plants, monuments, structures, hardecape and architectural elements from damage due to work In this section. in the event that damage does occur to inanimate object and stnrct res, the contractor will repair or replace such damage to the satisfaction of the owner or owner's representatives Damage or Injury to living plant material will be replacedby the contractor at the contractors expense. B. Trenching or other work required in this section under ths limb spread of existing trees shall be done by hand or by other methods so ae to prevent damage or harm to limbo, bra and roots. C. Trenching in area. where root diameter exceeds 2 inches shall be done by hand Exposed roots of this size shall be heavily wrapped with moistened burlap to avoid starring or excessive drying. lase a trenching machine is operated In proximity to roots that are less 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 effected 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. Contractor shall be responsible for damages caused by their operations. In the event that damage does occur, the coats 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 roadwaye, sidewalks, hardecaper, paths or cubs. In the event that damage does occur, the contractor will repair ouch damage at the contractor's expense. 40 REQUIRED DOCUMENTS A Submittals L Submit (6) six sets of' all Irrigation equipment to be used, manufacturer's brochures, service manuals, guarantees, and operating instructions for approval to the architect prior to begimtng work. Submittal. should be in a bound form complete with table of contents. The contractor shall not proceed with work. In the field until this submittal Is approved In Its entirety by the architect. B. Service Manuals I. The Contractor shall furnish (4) Lois service manuals to the owner prior to scheduling a walk. through for substantial completion. Manuals shall be submitted In a bound form complete with a table of' contents, copy of contractor's warranty, and workmanship form on company letterhead and shall contain complete enlarged drawings of all equipment Installed ehomng component warranties and catalog numbers together with the manufacturers name and address. Manuals shall include operation Instructions. Manuals shall be subject to approval by the ours or owner's repressetattve as to completeness. 2. The service manual will be incorporated Into the maintenance manual prepared by the architect. C. Record Drawings/Aebullts L Prior to beginning work in the field the contractor shall secure a complete set of irrigation p an., details, and specifications on diazo mylars at the original scale. The contractor shall be responsible for making a set of blueline prints for every week on the project. At the end of each working day, the contractor shall record all work accomplished for that day on the set of blueing prints n red Ink. These record drawings shall be brought up to data at the end of each work week by a qualified draftsperson The drawings should indicate ths following: 2. Any zoning changes. 3. Dimension from two permanent points of reference (building corners, fixed hardecape comers, road Intersections, permanent existing utilities) the location of the following Items: (I) Water metes (2) Pump stations (3) Connection to existing water lines (4) Routing of pressure supply Ikea at every 100' along routing (5) Back flow Prevention Device (6) Flow Sensors (1)Master Valves (9) Isolation Ball Valves (9) Quick Coupling Valves (10) Electric Control Valves (II) Check Valves (12) Controllers (13) Control wire routing ( if routed separately from pressure supply Ilne) (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 drawings ae 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 owe that the record set of field as -built drawings are complete. After approval from the owner, a walk through for substantial completion may be scheduled. 5. The contractor Is responsible for delivering the final eat of as -built drawings to the owner or ouner'e representative prior to Initiating the maintenance period. D. Controller Charts L Provide two eats of controller drawings 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 Rom the architect, each controller drawing shell be hermetically sealed between two (2) pieces of minimum 20 mile 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 drawings in a loose leaf binder and submit to owner or owner's representative prior to scheduling a final walk through. 50 MAINTENANCE A. The maintenance period for Irrigation shall begin after a certificate of completion is prov dad by the architect to the owner. B. The Contractor shell warrant materials against defects and guarantee workmanship for the period specified under the maintenance agreement. The Contractor shall be responsible for coordinating warranty Items with manufacturer/distributor and owner. 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's expense. E. Prior to a release of responsibility at the end of the maintenance period, the contractor shall schedule a walk though with the owner or owner's representative and disclose and provide the following: I. Current watering schedule requirements. 2. Two (2) eats of the required tools For removing, disassembling and adjusting each type of rotor or epririkler head, and electric control valve used on the project. 3. Two (2) kayo for each controller unit. 4. Four (4) quick coupler keys and matching swivels For each type of quick coupler used on the project 60 EXTRA STOCK A. Provide the owner with the Following items at the end of the maintenance period: 1. Five (5) rotor heads with nozzles of each type used, For every 100 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 size. o) Schedule or class. d) Pressure rating e) NSF (National Sanitation Foundation) seal of approval. F) Date of extrusion. B. Solvent Weld Pressure Supply Line: I. Solvent Weld Prawns Supply Line: (downstream of Backflow prevention device) PVC Class 3i5BE (I' - 2 1,2') 2. Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM D2241 and ASTM D1164* call classification 12454-5. Type I, Grade I. 3. FittrV•s• Standard weight Schedule 40, injection molded PVC, complying with ASTM D1164 and D2466, cell classification 12454-6. B. Threads- Injection molded type (where required) and Ells- side gated L Threaded Nipples: ASTM 02464, Schedule 80 with molded treads. 2. Joint Cement and Primer: Type as recommended by manufacturer of' pipe and fittings. C. Non-Preseure Lines: 1. Non -Pressure Lines: (downstream of electric remote control valve) PVG Clam 200, conforming to ASTM DI165-83. 2. Fittings: Standard weight Schedule 40, Injection molded PVC, complying with ASTM 01164 and D2466,Schedule cell classification 12454-5. D. Threads- injection molded type (where required) I. Terse and Elle- aide gated 2. Treaded Nipples: ASTM D2464, Schedule 80 with molded threads. E Joint Cement and Primer: Type as recommended by manufacturer of' pipe and fittings. a) Manufactured of flexible vinyl chloride compound conforming to ASTM 1,2855M, 0380 and D1595 b) Fittings: Type and make as recommended by tubing manufacturer. F. Sleeves 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 SCH 40 for 1'-2 IR' pressure supply line. b) PVC SGH4(3 For 3' and larger pressure supply line. c) PVC 504 40 For non- pressure lines. d) one 2' PVC 604 40 For wire conduit for up to 20 wires. ei) one 4' PVC SCH 40 wire conduit for 21 to 40 wires. f) one 3/4' PVC SCH 40 wire conduit for Flow sensing cable. g) one 3/4' PVC SGH 40 wire conduit for master valve wire. a Flow sensing cable and master valve wires shall be Installed In their own conduit separate and apart from all other wires. G. Copper Pipe and Fittings: I. Pressure supply line (Rom point of correction through Backflow prevention device): Type K Copper hard tempered, In accordance with ASTM 84264. 2. Fittings: drought solder joint type. 3. Joints: Solder shall a made up of 45% silver, 5% copper, 16% zinc and 24% cadmium and solids at 11257 F and liquids at 11457 F. H. Braes Pipe and Fittings: L Brass pipe shall be regular weight, 95% red brae., ANSI Schedule 40 s auflie 2. Fittings: Medium brass, screwed at 125 pound class. I. FLOW SENSORS I. Flow Sensors: A. specified on drawings. J. MASTER VALVES L Master Valves: Griswold 2250 Solenoid/Pressure 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 IR' Pipe: Brace construction* solid wedge, ISC threads, non -rising eters with wheel operating handle. b) Ball valves for 3' and larger Pipe: Iron body, brass or bronze mounted AWWA gate valves with a clear waterway equal to full nominal diameter of valve* 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 psis operable with qu dk 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: A. specified on drawings. O. ISOLATION BALL VALVE: L Ball valve: PVC blocked true union, as specified on drawings. P. CHECK VALVES I. Swing Check Valves:King Brothers IGSC-)00C-6, PVC, Slip x Slip check valves, as specified on drawings. 2. Spring Check Valves:King Brothers KC-)OOC-S, PVC, Slip x Slip spring deck valves, as specified on drawings. a VALVE BOXES I. Isolation Ball valves, Flush Valve Assemblies, Flow Sensors, Grounding Rode, Communication Cable Splices, and Wire Splices: Carson *310-12. 2. Electric Control Valves, Drip Valve Assemblies, Master Valves and Manual Drain Valves: Careen 71419-138. R ROTORS L Fabricated riser unite in accordance with details, with riser nipples of tame size ae• riser opening In sprinkler body. 2. Gear Driven Rotors: Ae specified on drawings. S. AUTOMATIC CONTROLLER UNIT I. Automatic Controller unit ae specified on drawings. T. ELECTRIC CONTROL VALVE WIRE L Low Voltage: 2. AWG 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. diapers Wires- Green (labeled at termination) 4. Wire Splice Connectors: Rainbird Partite Connectors or approved equal. U. High Voltage: L Type required by local codes and ordinances, of proper size to accommodate needs of equipment eervreed. V. SAND BEDDING I. Sand bedding shall be construction grade. W. PIPE STABILIZER - Use 'J' hook PART 3 - EXECUTION 30 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 other trades. Report any conflicts and discrepancies to tin architect immediately. C. Irrigation system shall be constructed to the elzee and grades at the locations shown on the drawings. D. Install sleeves, to accommodate pipe. and wires, under paving hardeicape 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 D1551. E. EXCAVATION AND BACK FILL CF TRENCHES 40 Trench excavation shall as much ae possible follow the layout shown on the drawings. Trenches shall be straight n Alignment and support pipe continuously 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): L 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 bass 2. Non -Pressure Line: 24' from top of' pipe to aggregate bass a) Piping located wider asphalt paving or concrete shall be installed with the appropriate sized airwave and back fill with sand bedding (6' below pipe and 6' above pipe) % maximum density b) Compact back fill material In 6' lifts at 90 determined in accordance with ASTM D1551 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 balk fill. C. Width of Trench I. Pipe Greater than 3': 14' minimum. 2. Pipe Lees than 3': 1' minimm. 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 pate under an obstruction that cannot be avoided or removed. Back fill shall match surrounding soil density and ggrain. Boring under existing paving, sidewalks, or hard -escape may be permitted at contractor's own risk Contractor le responsible for any repairs or damage to such Items at their own expense. F. Back fill: Back fill of' trenches may not be done until all required testing for the irrigation system has been completed. G. Material: Excavated material is generally considered to be adequate for backfill operations. Defers beginning the back fill operation, Insure that backfill material is free 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: Bad pressure supply line with construction grade sand 6' above and 6' below pipe. Remaining balk fill may be as described above L 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 I. compacted. Compact back fill to a 90% maximum density In accordance with ASTM DB51 with a mechanical tamper. Do not leave trenches open for a period greater than 48 hours. trenches shall be protected in accordance with current OSHA regulations. 3. Smooth trenches to finish grade prior to requesting a walk through for substantial completion with the architect. 50 POINT OF CONNECTIONS) A Point of correction shall be approximately as shown on drawings. Connect new underground piping and valves and provide all Flanges, adapters, or other necessary fittings. B. INSTALLATION OF SOLVENT VELD 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 fittinnggs shall be wiped with MEK or approved equal, before welding solvent is applied Welded joint. shall be given a minimum of B 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. When 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 press re supply line. 8. Coordinate preens supply line with sand bedding operations. 9. No water shall be parmttted in the pipe until inspections have been completed and a period of' at least 24 hours has elapsed for solvent weld setting and wring. 10. Ceder load pipe with small amount of balk fill to prevent arching and sipping under pressure. Leave joints exposed for Inspection during fig. C. INSTALLATION OF COPPER PIPE L 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 descripption. All pipe shall be reamed and rough edges or burrs 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 Brass piping shall be cut by a pots 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 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. Joint compound shall be carefully and smoothly placed on the male thread 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 Main' or 'Irrigation Lateral' as required, at ten foot (10') intervals in black lettering, 3/4' minimum high E. FLOW SENSORS L Install flow sensors ae specified on drawings. 2. Install flow sensing 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 correct to terminal strip at controller. G. ISOLATION BALL VALVES L install isolation ball valves in separate valve boxes a. specified on the drawings. H. QUICK COUPLING VALVES L Install quick coupling valves In separate valve box as specified on the detail drawings. 2. Angled nipple relative to pressure supply line shall be no greater than 457 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 L Install each electric control valve in a separate valve box so that cross handle is 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, hardecaper,'sidewalks and paths. K CHECK VALVES L Install check valves as 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 46 specified on the detail drawings. Valve box extensions are not acceptable except for master valves and manual drain valves. 2. Place gravel Burp below and around each valve box prior to Metalling valve box as specified on the drawings. Place remaining portion of gavel inside valve box allowing full access in and around all fitting.. Valve box shall be fully supported by gravel sump. No brick or wood supports are allowed. 3. Brand valve box lid of associated equipment as follows: a) Electric control valve box lid with 'Controller Letter and Station Muter' b) Pulp valve absently box lid with 'Controller Letter and Station Number' o) Flush valve assembly box lid with 'Controller Letter and Station Number' and the letters'F.V.' d) Quick coupling valve box lid with the letters 'QC' e) Isolation ball valve box lid with the letters 'BY' f) Air relief valve box lid with the lettere 'AR' g) Wire Splice box lid with the letters 'WS' h) Grounding rod valve box lid with the letters 'CR' (1) Letter and number size of brand shall be no lees than I' and no greater than 1 112' in height and shall be I/8' maximum In depth Provide sample branding to the owner or owner's rep eeentative prior to commencement of work. (2) Wak though for substantial completion will not be allowed until all branding Is complete M. SPRAY HEADS AND ROTORS I. Install spray heads and rotors as 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 swing joints below spray heads and rotors shall not exceed 457 nor be less 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, hardscape, sidetua&s, and paths. 5. Adjust adjacent plant material so that it dose 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 WIT I. Verify electrical power at location of automatic controller unit prior to Installation of automatic controller unit Notify architect immediately If power source is not available 2. Hardwire controller to the on/off 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 manufacturer's specifications. Controller shell be tested with complete electrical corrections. 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 same 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. Be ow fig ground conduit shall be PVC SCH 40 pipe with appropriate fittings. S. 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 letters. 9. Each automatic controller unit shall be completely operable prior to scheduling a walk though for substantial completion. O. ELECTRICAL WIRE L Low Voltage Wiring: 2. Bury control wiring In same trench ae pressure supply line as specified 3. Bundle all 24 volt wires at 20' Intervals with electrical taps 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 Intervals along routing. Form expansion loop by wrapping wire a minimum of 10 times around a 3/4' pipe and withdrawing pips 5. Limit splicing of' electrical wiring. Provide each splice made at intervals or in electric control valve and drip valve assembly valve boxes with Ralrbird Petite correctors or approved equal. 6. Wire splices occurring at intervals outside electric control valve box and drip valve assemblies shall be Installed M a separate valve box. 1. Provide (1) one electrical control wire for every electric remote control valve and drip valve assembly. Piggy backing like zones on the same electrical control wire Is not allowed. 6. Install (2) two spare 014-1 electrical control wires from the automatic controller unit pedestal to the last electric control valve on each leg of pressure supply line. 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 them in the same valve box a. the spare wires. P. High Voltage Wiring: I. install 120 volt pour from power source to automatic controller unit following local governing codes and ordinances. 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 , 416,. 11:1: Ite ixor • Landscape Architects ll Villamoura Laguna Niguel, CA 92677 (949) 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: LANDSCAPE SPECIFICATIONS Cc S gnature 08/31/1I Renewal Dc 6/26/17 Date OF CALI Filename: Drawn by: Reviewed B: Original drawing sheet is 24" x 36" Scale Accordir Drawing Number L t2 PLANTING SPECIFICATIONS A GENERAL LI3coper of Work. a. Contractor shell furnish all labor, material equipment, and services necessary to install all landscape planting, as indicated on the approved drawings and as specified herein, and shall 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, *rube, vines, ground coves 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 this section being performed. 2. Agronomic Soils Report a. After completion of rough grading and prior to boll preparation, the Contractor shell provide the testing of planting soils, and composted organic Funs. materials by an Independent agronomic soils testing laboratory (member of the California Association of Agriculural Labe). Representative soil samples shall be taken in the field and a written report shell be prepared by the soil scientist and shall include recommendations for applications, preplan* fertilization, hydromulch slurry, and poet -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 soli preparation. c. Soil tests shall be performed after soil preparation to confirm that soil preparation was performed in compliance with preplant Boils report and specifications. Landscape 3. Protection of Exrstng hen 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 plans may damage existing plants. d. If existing plants to remain are damaged during construction, Contractor shall replace such plants of the earns species and size as those damaged at no cost to the 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 shell rest solely with the Owner. 4. Substitutions a. Specific referents 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 contractor's responsibility. Any changer 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 tees requirements. 5. Submittal. a. Prior to installation, the Contractor shall submit to the Landscape Architect two copies of manufacturers literates, receipts of sale, and laboratory analytical data for the following Items: (1)Organic Amendments (2)ropsorl (3)Commercial Fertilizer (4 Mulch (5)Erosion Control Fabric (6)Plant Material (1)14ydroseeding Work Sheets b. Prior to hydro:weding, the Contractor shall submit a one arcs sample of the certified seed mix and bill of lading for materials. c. Refs to Irrigation specifications for additional submittal requirements. 6. Product Handling a. Contractor shall furnish standard products in manufacturer's standard containers 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 plant. In each delivery. 1. Clean Up a. Upon completion of each phase of work under this section, the Contractor shall clean up and remove from to 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. sits Leave walks In a clean and safe condition. B. PRODUCTS 1Plarn Material a. All plants shall be of the size, variety, age, and condition as shown on the drawings and as specified herein b. Gsuality I) Plants shall be in accordance with the California State Department of Agriculture's regulation for nursery inspections, rules, and grading. 2) All trees shell hive a growth habit normal to the species and be free of insect poste, plant diseases, sun scalds, fresh bark abrasions, excessive abrasions, or other objectionable disfigurements. 3) All plants shell 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 stock* 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 shell be sufficiently developed to the perimeter of the root ball to hold the root ball together, but should not display roots of 1/4' diameter or larger, visible on the perimeter of the root ball. The root ball shall be free of roots I/5 the trunk diameter visibly circling the tank and free of roots protruding above the sotL In the event of disagreement 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 ecnmlner grown plants are from several sources, the rooto of not less than two plants of each species or variety from each source will be ins teal In case the sample plants ins are found to be defective, the Landscape Architect reserves the right to reject the stint lot, or lots, of plants represented by the defective samples. a Trutt tape shell be adequately distributed to properly support the tree's canopy. The tree truck when untied from the nursers stake, shall not touch the top rim of the container. After planting, trees must be capable of standing without the that or canopy bending when double staked. a Branches should be radially distributed around the Yuri. Branches should not be more than 2/3 the diameter of the trunk measured one Inch above the branch Branch enactment should be free of included bark, Included bark is bark embedded between the trunk 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 Standards. Each group of plant materials delivered to the site shall be clearly labeled ae to species and variety and nursery Source. g. Thee 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 to 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 contains shall not be planted except upon special approval by the Landscape Architect I. Plante 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 his expense. 2. Topsoil a. Soil to be used as planting medium For the project shall be fertile, well drained, of uniform quality, free of stones over 1-inch diameter, sticks, oils, chemicals, plaster, concrete, and other deleterious matslale. b. Imported topsoil shall be from sources approved by the Landscape Architect which meet the standards specified above. a The Contractor shall provide for the testing of proposed topsoil by a certified agronomic coils 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 site 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 Is 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 manufacture's guaranteed analysis. Supply a sample of all 'supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance or bearing the manufacturer's guaranteed aralye:e to the Landscape Architect b. Composted Organic Humus Composted organic humus shall be used In replacement of nitrogen stabilized sawdust materials unless 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 Amendment* derived from redwood or fir, shall be granular in nature, stabilized with nitrogen, Sall have the following properties: I) Organic content - minimum 90% by weight 2) Nltrogei content - 05% 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 100 percent. passing 233 mm standard sieve. 4) Salinity Ensure that saturation extract conductivity does not exceed 35 millions per centimeter at 25 degrees C, as determined by saturation extract method. 5) Iron content - Minimum 0185 percent dilute acid soluble Fa on dry weight beefs. 6) Ash - 0 to 6 percent (dry weight). a Soil Amendments I) Soil sulfur - Agricultural grade sulfur containing minimum of to 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) Calcrun carbonate - 95 percent lime as derived from oyster shells. 4) Gypsum - Agricultural grade product containing 90 percent minimum calcium sulfate. 5) Dolomite Ilene - Agricultural grade mineral soil conditions containing 35 percent minimum magnesium carbonate and 49 percent minimum calcium carbonate, 100 passing No. 65 sieve* provide Kaiser Dolomite 65 AG or other approved. 6) Fine sand - Clean, natural fine sand free from deleterious maternal, weed seed, clay balls, or rockwith minimum of 95 percent passing a No. 4 sieve and maximum of 10 percent passing a No. 100 ereva a. Fertilizer I) Fertilize shell be colleted or granular form consisting of the percentage by weight of nitrogen, phosphoric acid and potash as recommended by the approved agronomic report Planting fertilize shall be mixed by the commercial fertilize supplier. 2) Plant tablets shall be slow release type with potential acidity of not more than 5 percent by weight. 4. Pesticides and Herbicides a. All chemicals used for weed control shall be registered by the State 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 as per registered label Instruction and manufacturer's recommendations. c. 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 a The nonselective, tranelocative herbicide shall be 'Roundup' or approved equal 6. Seed a. Seed shill be of' the species and variety specified on the plane. 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 hydrosseding, official seed labels, and a signed statement from the Agriculture Department certifying that the seed meet. the analysis shown on the labels. Unlabeled collected seed shall be tested and analyzed and the results furnished In lieu of the seed labels. c. The seed quantities listed shall be on the basis of pure live seed. Total Seed • Pounds pure. live seed required Material% purity x percent germination 1. Turf a. General Ttrf shall be as shown on the drawings and ae 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. 8. Hydromulch a. Hydromulch material shall be produced from 100% wood cellulose fiber and shal be of' such character that it will disperse into a uniform slury when mixed with water. The fibs 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 inhabit germination or growth shell not be present in the mixtures b. Commercial fertilizes and soil amendments For hydromulch slurry shall be as recommended by the approved agronomic soils report for product. and application rates. Products shall conform to :specifications herein a Soil and Fiber Mulch Binders shall be Az -Tat, Terra Tao 3, Ecology Control M-Binds, or approved equal. d. Chemical Geminating Additives shall be Catalytic Pre -Emerge or approved equal a. Moisture Retention Additives shall be Humectant FL- 80 or approved equal. f. Urea Formaldehyde shall be Pelletized fertilize for hydromulch slurry. a Staking Materials a. Tree stakes Sell be straight grained lodgepole pine free of Mote, splits, checks, or disfigurements. Stakes shall be 2-inch minmum nominal size In diameter and 10 fest to length, or ae required by tree height. Stakes shall have a 10- inch tapered driving point and chamfered top and Sall be treated with copper napthanate or pentachloraphenol to heartwood. b. Supports for double staking shall be Steel Twist Brace as manufactured by vlt. Company Inc., Huntington Beach or approved equal Supports for single staking shell be a rubber cinch tie attached in a ftgurs eight position, seared with nail at the stake. a Nails shell be I I/2' galvanized threaded nails. 10. Guying Materials a. Guy wire shall be zinc coated iron, 10 gauge minimum, and solid core. b. Turnbuckles shall be galvanized or dip -painted and weldleee. c. Cable clamp. shall be galvanized or copper, size as required. a Plastic guy coves shell be white class 200 PVC IA Inch in diameter and shall be 6 feet In length or provide 90 percent cove of guy wire. a Guying collar shall be 1,4 Inch diameter new 2-ply garden hose (reinforced rubber). The collar shell completely cover the wire and loop around tree limbs. It shall be long enough to permit tree movement within the loop. f. Deradmen shall be Steel Rapid Anchors as manufactured by vl.T. Company Inc or approved equal. Size of anchor shall be per manufacturer's recommendation. IL Trunk Protectors a Trees within turf areas shall be Installed with trunk protection devices. Trak protectors shall be Arbor Gard as manufactured by Deep Root Corporation, Westminster, California, or approved equal. 12. Root Control Barriers a. Root control barriers shall be provided as Indicated on the plans, as required in the tree planting guideline, and as /pacified herein. b. Barriers shall be constructed of prefabricated high impact polystyrene or polyethylene ae 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 mm (one inch) high rings and spaces between the rings when seeding. C. EXECUTION OF WORK I. General a. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with 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 locations for planting shall be approved by the Landscape architect. c All planting layout and staking shall be accurately made in accordance with the plane. All trees shall be a minimum of 3 fest 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 In diameter and greater. c. Soil shall be graded to a smooth and even surface conforming to required finish grade Finish grade adjacent to walks, paved areas, cuts, marinoles, eleganouts, 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 eubgrade elevations. All planting areas shall have a finish grade conforming to approved plane and specifications after full settlement has occurred. e. In all planting areas with gradients less than 2:1, a layer of soil amendments 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 soils report, so that the soil shall be loose, friable, and free from rocks, sticks, and other objects undesirable to planting. Thoroughly rototill a minimum of two (2) directions the following amendments Into the soil and Irrigate thoroughly (per 1000 square feet). These quantities are for bidding purposes only. Approved agronomic so Is report recommendations shall be followed In field 6 cu yds Composted organic humus 50 ibs Agricultural gypsum 25 lbs 15-15-15 Fertilize Container plants: 6 parts native on -site soil by volume 4 parts nitrolized shavings or equal by volume IS lbs Gro-Power Plus per cubic yard by volume NOTE• CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORTING CURBS LEFT EXPOSED DURMG EXCAVATION, SO 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. It Should 30 calendar days elapse between completion of soil preparation and commencement of planting, all areas shall be prepared again 3. Weed Abatement a. If live pare rial weeds exist on site at beginning of' work, spray with a nonselective translocativs 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 1/4 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 seeds have geminated Cease watering. for three (3) days. Spray a nonselective tranelocative herbicide to eradicate the germinated weeds. Translocatlon 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 1/4 Inch below the surface of the soil. et If perennial weeds or grasses still exist, re - water Four (4) times daily for fourteen 114) consecutive days, until new growth appears. Reapply herbicide. Remove weed. after herbicide has had sufficient time to kill. 4. Plant fig of trees, shrubs, and vines a. Tree Planting Site Tree planting site is defined as a planting hole 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 streetecapee. 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 to narrow streetecapee and parkways. Prepare planting Site to the limit that a complete circle can be created with a minimum diameter three times that of the root ball and a maximum diameter five times that of the root ball. 3) Skrub or groundcover sites with or without restrictions. Such sass are common in streetscapee, parks, and parkway s. Prepare planting site to a minimum of two times the diameter of to root ball. 4) Tree wells. Such sites are defined as being bounded on at least three sides by concrete/asphalt that Is within ten feet of the center of the tree teak Prepare planting site to a minimum of two times the diameter of the root ball. 5) Were planting sites are larger than two times the diameter of the root ball soil shall be loosened to a depth of eight Inches uniformly troughhout 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 1) The tree shall be placed In the planting hole such that the top of the root ball is one-half inch above the finished grade and soil sloped away Rom the root ball to finished grade 2) Bedtflll shall be composed of on -site soil and shall include slow release fertilize and water absorbing polymers only as prescribed by the approved soils report or the Landscape Architect. 3) BackfIll shall be settled with water and shall not be compacted. Apply water in a moderate stream by means of a hose until the material throughout the planting site is completely saturated 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 ensue the tree Is protected from high winds or vandalism. The minimum Is one stake per S- 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 cove the entire planting site Do not put mulch within six inches of the tree trunk a Planting preceding for field grown material. I) Plant In accordance with tie above specifications however, do not use nitrogen stabilized organic amendment In the backfill mix. Date CVWD Plan # S. Groundcovers a. Groundcover plants stall 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 soil. Immediately water after planting until mire area Is soaked to full depth of each hula d. Protect plants from damage and trampling at all times. et Topdress all groundcover and shrub areas with I - inch lays 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 USER 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 raj r //� / „J. f Landscape Architects 11 Villamoura Laguna Niguel CA 92677 (949) 661-3998 RJCLAe513CGLOBALRET NI 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 I Project Code: LANDSCAPE SPECIFICATIONS Copyright 2017 %RNpe rrCunninghDSCgqp a.v,Fh /t I S gnature O8/31/18 Renewal Date 8/26/17 Date �P OF CALIF Filename: Drawn by: Reviewed By: Date Date MDM fRJC Original drawing sheet is 24" x 36" Scale Accordingly if Reduced Drawing Number 6. Turf a. Genera l• I) After soil preparation, establishment of final grades, and weed abatement carefully smooth all surfaces to be planted, roll area to expose soil depressions or surface irregularities. Regrade as required. Prior to planting, the soil shall be loose and friable to receive turf. 2) Turf shall be planted by hydroseeding. 1. Hydroseeding a. After soil preparation, establtekrait of final grades and weed abatement, loosen surface 2 Inches of soil 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. When 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 tark 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 fibers to build on each other until a good coat Is achieved and the material Ie spread at required rates. e. After application of hydromulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. ft The slurry shall not be sprayed on undesignated 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 tydroseeding, Irrigate each area. Irrigate during the germination period of the seed to keep the hydromulch moist at all times without creating nun -off, erosion or over saturation. Irrigation system Is not to be used until It is tested and fully operational. h Slurry not used within two hours after delivery to the site 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 license number and deliver to the Landscape Architect I. All bare or unsuccessfully germinated 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 tydroseeded material is 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 48 hours in advance of the time inspection is required. As -built drawings 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 hours 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 Systems 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) Sackful and compaction b. Sleeves a Assemblies I) Point of connection to water supply 2) Point of correction to electrical supply 3) Point of connection to phone service 4) Valves, pumps, sensors, backflow preventor 5) Control wiring and connections 6) Automatic controller 1) Cluster control unite d. Irrigation Interconnect I) Layout 2) Trenches 3) Pulling of conductors 4) Corrections 5) Full boxes 6) Backfill and compaction 1) Circuit testing 8) Flushing e. Lateral Lines I) Layout 2) Trenches and sleeves 3) Pipe, fittings, riser assemblies 4) Backfill and compaction 5) Flushing f. Coverage Test g. Landscape Irrigation Water Audit 2. Landscape Work inspection shall be required for the following parts 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 plans 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 c. Preparation of backfill d. Layout of' trees and shrubs a Installation of trees, shrubs, and groundcover f. Weed Abatement g Clean-up and finish grade 3. Concrete and Other Related Work. a. Forming and construction of mow stripe, sidewalks, access ramps, driveways, and trails. 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 conditions: a. All work required In the plane shall be completed. b. All punch list and correction list Items 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 e. All turf' grabs areas shall have a dense, uniform stand of grass, covering no less than S0% of the designated area. Turf type tall fescue shall be four inches In height at time of' moving. All turf areas shall be mowed, removing no more than 1/3 of turf height, and all bare spots shall be re- tydroseeded 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. MANTENANCE PERIOD INSPECTION I. The entire project *hall be inspected weekly during the maintenance period -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 systems shall be adjusted In accordance with the landscape Irrigation water audit recommended schedules. 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 submittals, 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 days 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 filters and irrigation heads shall be cleaned. Valve boxes and sprinklers shall be adjusted to heights required in relation to finish grade. All sensors shall be charged and calibrated. 3. Turf shall be mowed, edged and weeded, and clipped around spriSclere, valve boxes and trees. All plant material not showing vigor or that have been damaged shall be replaced. 4. Reduced pressure type backflow prevanters shall be tested and approved. S. 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 plans shall not be authorized without approval by the Landscape Architect. VI. MANTENANCE SPECIFICATIONS A. GENERAL 1. Scope of Work The work required is Indicated on the drawings and Includes but is 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 is 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 shrubs 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 plans. 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 shrubs exhibit micro -nutrient deficiency symptoms, necessary corrective action shall be taken by the Contractor. c. 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 shrubs 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 plans. C. MAINTENANCE OF PROJECT I. Trees a. If there to 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 Forks, watereprouts 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 ae 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 Ie. not permitted. d. If mature tree pruning Is included in the maintenance period, it shall be accomplished according to the Western Chapter International Society of Arboriculture Pruning Standards and performed by Certified Arboriete and/or Certified Tree Workers. a Removal of trees shall Include stump removal (under 3 inches diameter) and/or stump grinding Cover 3 Inches diameter) to IS inches below grade. Wood chips shall be removed and the site backfllled with native soil and compacted to grade. All wood or leaf waste material shall be reduced, raced, recycled, and/or transformed. 2. Shrubs a. The objectives of shrub pltuning are the same as for tress. 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 manufactures instructions. b. Edge ground cover to keep in bounds± trim top growth as necessary to maintain an overall uniform appearance. c. 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 weds Grass clippings shall be removed off -site. Maintenance height for tall Fescue is 2 Inches, Bermuda is I Inch, unless otherwise specified. No more than I/3 of turf height shall be removed at a mowing. All turf shall be trimmed around eprirklers, 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 systems, 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 set considering the application rate each area is capable of receiving. The system shell 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 shall 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. a 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 if 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 pennit from CV W D. Water Management Department Development Services Department LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CALIFORNIA Landscape Architects ll Vil/amoura Laguna Niguel, CA 92677 (949) 661-3998 RJCLAe5BCGLOBALRET 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 NDSCA cunninkb? qp �o�cork Sgnature 08/31/18 Renewal Date 6/26/17 Date OF CAL\F� Filename: Drawn by: Reviewed By: LANDSCAPE SPECIFICATIONS N_ Date Date MOH R)G 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, rjcla@sbeglobal.net RJCLA Landscape Architecture 11 Villamoura Laguna Niguel, CA 92677 RE: Soil Management Report Harper Residence, 72428 South Ridge Trail, Palm Desert Sample 18", Received August 3, 2017, Our ID No. 17-216-01 Dear Bob, The pH is moderately alkaline at 7.42. The salinity is low at 0.28 millintho/e n. 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 gavel content is 10.1%. Soil organic matter is 0.18% on a dry weight basis. The carbonatitrogen 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. Ammonium 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 - 10 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 the soil. Rates are expressed per cubic yard: Ammonium sulfate (21-0-0) - 1/4 pound K-Mag (sul-po-mag) (0-0-22) - I/2 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% 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 millitnho/cm @ 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 The pH optimum depends upon soil organic matter and clay content - for clay and loam soils: under 5.2 is too acidic 6.5 to 7 is ideal over 9 is too alkaline The ECe is a measure of the soil salinity: 1-2 affects a few plants 2-4 affects some plants, > 4 affects many plants. 1 smuplo m Mamba-SampleDesrrlptlan elements I phosphorus potassium iron manganese zinc copper RJCLA 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 Soil Analyses Plant Analyses Water Analyses WALLACE LARS SOILS REPORT jPrintDate Aug. 4, 2017 ReceirCDatc 8/3/17 365 Coral Circle Location Harper Residence, 72428 South RidgeTrail, Palm Desert El Segundo, CA 90245 Requester Bob Cumdngham, RUCLA Landscape Architecture (310) 615-0116 ,tic haerpmlaiion:" very low, "• low, "*" moderate ammonium bicarbonate/OTPA extractable - mg/kg soil Interpretation of data low medium high 0-7 8-15 over ver15 0-60 60-120 121-180 0-4 4- 10 over 10 0- 0.5 06- I over 1 0-1 1-15 over 1.5 0-0.2 0.3-0.5 over OS 0- 0.2 0.2- 0.5 over 1 boron calcium magnesium sodium sulfur molybdenum nickel The following trace aluminum elements may be toxic arsenic The degree of toxicity barium depends upon the pH of cadmium the soil, soil texture, chromium organic matter, and the cobalt concentrations of the lead Individual elements as lithium well as to their Interactions. mercury, selenium silver strontium tin vanadium I Saturation Extract • * high.. • • n high 17-216-01 18" graphic 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 * 3 21 nd nd 0.02 0.24 0.13 n d nd n d 1.44 n d 0.15 I pH value ECe (milli- 0.28 * mho/cm) calcium 23.6 magnesium 5.2 sodium 16.0 potassium 6.8 cation sum problems over 150 ppm chloride good 20-30 ppm nitrate as N 8 phosphorus as P 0.1 toxic over 800 sulfate as S 11.3 anion sum toxic over 1 for many ohm is boron as B 0.07 * linereadne problems startot3 SAR I 0.8 * est. gypsum requirement-Ibs.t,000 square feet _ 2 Infiltration rate Inches/hour 1.55 soil texture sand sand 91,2% silt 5 2% clay 3.6% lime (calcium carbonate) tow Total nrhogen 0.016% Total organic carbon 0 088% carbon:nitrogen ratio 5,6 organic matter based on carbon 0.18°u moisture content id soil 0.4% half selvanon percentage 13.5 Elements are expressed as mgikg dry soil or mg4 for saturation extract. pH and ECe are measured in a saturation paste extract. nd means not detected. Analytical data delerndned on soil fraction passing a 2 mm sieve. 7.42 *"* arilliegn 1.2 0.4 0.7 0.2 25 0.2 0.6 0.0 0.7 1.5 gravel > 2 rum 10.1% gravel > 114 inch 1.7% 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 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, CALIFORNIA Landscape Architects II Villamoura Laguna Niguel, CA 92677 (949) 66I-3998 R✓CLA&SBCGLOBALNEr 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/Il Project Code: Copyright 20 S velure 08/31/18 Renewal Date 6/26/17 bate F CALIF Filename: Drawn by: Reviewed By: SOILS MANAGEMENT REPORT Original drawing sheet is 24" x 36" Drawing Number Date Date MD1 RJt Scale Accordingly if Reducec 67 669.97 75'24 675.22 6 —(£99) (b99) (S99) `99 91 (L99) ce99) y666 (699) pVC 5 X669.64 ■ mammal n MEEAm MI Nana ENREENO •�L•n1- • ■■■N .■ �■ (b99) (599) 11^.11L. — 1 tI l1i rwiurr 1 � Iniaggerketrniratin I EIII.iIp�-I■;"III I i I•IIF 1 LGI■ Igt a •_; f % ILlo )41 r� 1( i 1'c las my • ;_ simama Mil II II I1111111 II II III'II I CONCEPT LIGHTING LEGEND NOTE: ALL L GHTS SHALL BE DESIGNED AND LOCATED SO THAT DIRECT RAYS ARE CONFINED TO THE PROPERTY. SYMBOL LIGHT • 4- 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 IneORMATION PER LIGHTING ENGINEERS PLANS 3. ALL LIGHTING COMPONENTS SHALL BE CONNECTED TO LIGHTING SYSTEM PER LIGHTNG ENGINEER'S PLAN 4. STREET SIDE LIGHTING IS REQUIRED TO BE ON A TIME CLOCK AND PHOTO CELL. Un Date CVWD Plan # 6 VI \ I These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 6559 l 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 tight -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 Finish: Matte Bare Path Area Light 0 ES CR !PT ION Electrical: Lumens: Color Temp: Mounting: AMR ve r Bright SPECS Ft Call ON FEATUR ES Solid Bra ss 135 1/2' N FT. Dual Fin Spite Incl. Nehia Wet Listed ORDERING INFORMATION Finish: Our naturally etcted finishes will withstand the test of tirre. All finishes are in:Ill/dually heated insuring consistency_ OU r rretic bus application results in a fixture that truly becomes 'ao re of a Herr Option: Adjustable Below Grade Riser Model: SPJ14-12 Finish: Matte Bronze Directional Light DESCRIPTION Model#: Electrical: Engine: Lumens: Color Temp: Mounting: LED: Solid Brass 600 2700K Nichia Wet Listed ORDERING INFORMATION SPJ14-12 Matte Bowe Solid rass top tits on our stsaidari perrna- past w ith finish to match the landscape grows adjust fixture he g ht needed. Finishes MBR = Mass Min = Mahe Etare AC = Ran Ccgm 13 fiat = Rusty PUBS PUO Satin Forever Bright Wattage 2W SPECIFICATION FEATURES Finishes Finish: Label s: Lumens 125 315 TO Color Temp. NOOK Elecirical 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 12-15V or 120V ETL Standard Wet Label C-ETL 8/89 solid phillip see MBR AG = Aged Brass MBR = Matte Brame SB Satin Brass GM = Gin Motal B Black = Rusty PV0P= Pe Polished Wattage Lumens Color Temp. Electrical 12W BOO WWW.SPJLIGHTING.COM 0 4000( 16 12121/ 24 LANDSCAPE IMPROVEMENT PLANS STONE EAGLE 72428 SOUTH RIDGE TRAIL PALM DESERT, CAL IFORN IA Landscape Architects Laguna Niguel, CA 92677 RICLAtv,55COLOSAL NET NI production 8c 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:6/26/11 Project Code: FLAN Original drawing sheet is 24* x Drawing Number Copyright 2017 S gnature Renewal Date 608/17 Date Drawn by: Reviewed By: Date Date MDM Scale Accordingly if Reduced EX. ROLLED C&G P/L 10' P.U.E. FG 18"x18" PRECAST CONCRETE CATCH BASIN w/OPEN BOTTOM (BROOKS 1818 OR APPROVED EQUAL) PUE 1 _1 I — TG PER PLAN GRATE TYPE AND COLOR PER LANDSCAPE ARCH. FG 1-1/2" GRAVEL WRAPPED IN�����n NON —WOVEN ALTER FABRIC 3 SIDES (US FABRICS, INC. #US 80NW, OR APPROVED EQUAL) BUBBLER BOX DETAIL N.T.S. CONSTRUCTION NOTES CONSTRUCT STONE PAVER DRIVEWAY PER ARCH. PLANS. JOIN BACK OF EXISTING ROLLED CURB AT STREET. CONSTRUCT BUBBLER BOX PER DETAIL ON SHT. G2. INSTALL 4" PVC (SDR 35) DRAIN PIPE. INSTALL 12"x12" NDS AREA DRAIN PER DETAIL ON SHT. Gl. INSTALL 4" DIA. NDS ATRIUM DRAIN PER DETAIL ON SHT. G1. INSTALL 6" DIA. NDS ATRIUM DRAIN PER DETAIL ON SPIT 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: NE &WEB? PREPARING NESE PLANS Ku NOT DE RESPONSIBLE EON, DR IMRF MR UMU/HOR/ZE0 CHANGES TO OR USES ar Ba PLANS ALL GANGS TO THE PUNS MUST BE IN WING AND MUST BE APPROVER BY THE PRLPARER OF TNESE PUNS ENGINEER'S NOTE TO CONTRACTOR.' CONSTRLCHOF cavmAcroR AGREES 11Mr /N ACCCVLMM,E Mil G5VELALLYACCLPDD CLYS/RUC1/VN FRAC77CES COrSIRXWN CONTRACTOR EL BE REQUIRED TO ASSUME SOLE AND COARSE RESPWSJB/LRY FOR NIB SITE COMMONS DURING THE COURSE OF CYNSBRUCTON OF DYE PROJECT, INCLUDING SVFERY OF AIL PERSONS AND PROPERTY, TRAT 7HLS REQUIREMENT SHALL DE MADE TO APPLY CO'TWUOUSLY AND NOT BE LIMBED 10 Now BDRX/NG (HOURS, MD CONSTRUCTVN CONTRACTOR FURRIER AGREES TO DaVD, INDEMNITY AM) HOLD DESIGN PiOFEATOH4L HARMLESS FROM ANY AND ALL LL4BNRY, REAL OR ALLEGED. IN CO NECTON WTH THE PUFORMA&CE OF NORM ON THIS PROJECT, EXCEPTING OMIT ARISING FROM WE SOLE MGLIG CE OF DESIGN PROFESSIONAL WE fX61&tt AtD LOCATION OF MY UNOERCVOLTSV UTLRES OR STRUCTURES SHOWN IN 111ESE PLANS IYERE OBTAINED BY A SEARCH OF AVAMABEE RECORDS TO THE BEST OF OUR KNCWIEECL HERE ARE NO EX/SB/NU WILDIES EXCEPT TIOSE SWIfW ON TIESE PLANS THE CCNDACyTR IS REQUIRED RT TAKE ALL PREGW10MRY MEASURES /0 PR01ECr TFE UTVDES S71)MI AND IS RESPOS/B!E FOR THE PROTECTION OF, AND ANY D4WCE H1 TNESE LN£S OR STMICU/ES 1[0a4EIT DIAL I TWO WORK NG BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-600-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 10 0 • • GRAPHIC SCALE 5 10 20 BENCHMARK: T.B.M. ELEV.: 668.99 LOCATION: TOP OF CURB AT THE PROLONGATION OF THE LOT LINE 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 WtSItRLY LINE 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 40 LOT f TEL Ala 3043 -2 (EXISTNG RESIDENCE) (APPROVED PAD = 662.0) A.P.N. 652-350-026 REVISIONS Jr I 1 t II , 1 1 L ( I 66� bc EXISTING BOULD (PROTECT) ESIDENCE) D = 676.0) I I L 070-021 p - ---1pl 1- IL I RETAINING/SCREEN WALL PER ARCH. PLANS. REMOVE EXISTING BOULDER RETAINING. SCREEN W4LL PER CH. Pam. 1(669) R idE A7Nd EXISTINGI BOULDER RETAINING (PRO7,AT) N Nj r) 6, a �C663)_ ' C664)— <665) C667> (668 N r EX. SCE VAUI/T (PROTECT) CITY ENGINEERS SEAL APPR. DATE 5� N 8978'43' E 568' 1 w- ,1, _w� �5' i vl' PREPARED BY: McGEE SURVEYING. INC 45-100 GOLF CENTER PRIVY., BLDG. F, STE. G INDIO, CA 92201 (760) 342-2249 FAX (760) 342-5044 PREPARED UNDER L n RECT SUPERVISION OF: ATE: 4/24/17 ERIC F. JOHNSON, ' E #62033 EXP. 09/30/17 LOT 7 rR Ala 30,,3E -2 (AA NRO 6599 .5) VED . 6 52PAD-350- 2 (VACANT) _ y9) to cif (661Y/ /^ p 662)/ 6) —(663) �P C664)�6' r- C665) rss 6 C , 11 , , --ram" EXIgANG BQUDE(tLjRlkTAINING \ \ I I \ cim CI In � In CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS APPROVED BY: BO CHEN, P.E. CITY ENGINEER DATE / \ \ \ 1.T, l,� :C,� p I T J ..� P L 9 ° N ° ��-' II� N0 s �o �0 « n1 1/40 �I 1 a"--.))) 5A\ 4_51_ 4.5gorA14Ak '\\ CNI IA xn 4-1 '>-•s•s Er .0\ IV IcET 7b‘ \\ \\ GRATE INLET CATCH BASIN 5- EX. ROLLED C&G (PROTECT) _BOU-EDER RETAINING ---- ikvos_or 101) PLAN CHECKED BY: CIVIL TRAFFIC LANDSCAPE EX. kOLLED C&G (PROTECT) tml rim ary OF PALM DESERT PRECISE GRADING 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 5 E, SBBM SHEET G2 OF SHEETS 2 CITY FILE NUMBER