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U WAI All CARL[ k Ll WEST RIVERSIDE VETERINARY HOSPITAL NOTE TO GONTRAGTOR THE CONTRACTOR SHALL BE RE5PON515LE FOR THE GI EARIN& OF THE PROPOSED WORK AREA, AND RELOCATION G05T5 OF ALL UTILITIES. PERMITEE MUST INFORM COUNTY OF GON5TRUGTION SCHEDULE AT LEAST 48 HOURS PRIOR TOO BEGINNING CONSTRUCTION. PHONE: (q51) 0155-61010 FOR PERMIT GA5E5 (C.U., P.U., OR VOLUNTARY), GABAZON AND AREA WE5T PHONE: (4151) 0155-b885 FOR PARCEL MAPS AND TRACT MAPS PHONE- ('760) 342-8267 FOR PERMIT CA5E5 EAST OF GA13AZON ISA I NTEN,ANGE RESPONSIBILITY NOTE: CONTINUED LAND50APE MAINTENANCE PROVIDED BY I^E5T RVER5IDE VET CLINIC (OWNER) L AN O N R: E H 1 E31 T PREPARER IST RIVER5IDE VETERINARY H05PITAL I.D.L.A. DR MICHAEL 13UTCHKO IAN DAVI050N 5488 MIS51ON BLVD, 354-7 MARKET STREET RIER5I0E, CA. 0125001-4514 RIVERSIDE, GA 012501 PH. 01001 686 2242 PH: (0151) 683-1285 FAX: (0151) b83-4352 -RT DIAL BEFORE TWO WORKING' YOU DIG DAYS BEFORE YOU DIG TOLL FREE 1-W800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINEDWITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTA131i,.TfY.OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES A949M AFTER', COUNTY APPROVAL OR DURING CONSTRUCTION, THE ND REVISING TiiE PLAtdS FOR APPROVAL f3Y THE COUNTY. —^ REVISIONS 50LUflON A ENGINEER l .umF MENNES AVE. AND TWINING ST. LANDSCAPE PLANS —I— — — —— — _ M1551ON BEAD I LIMIT OF Y40KK SEE SHEET 2 FOR IRRIGATION PLAN SEE SHEET 't FOR PLANTING PLAN APPROVAL BY TRANSPORTATION DEPARTMENT IS FOR THE AREA WTHIN THE RIGHT OF WAY ONLY. COUNTY COUNTY OF RIVERSIDE Q�c1FEss� TRANSPORTATION DEPARTMENT w�4N D' APPROVED BY: V A / .3 NO. 45702 EXP. 12-31-10 ALAN D. FRENCH DATE srq CIVIL R.C.E. 45702 EXP.12-31-10 CF CAU Mnl"4ENDE DATE CERTNO. SHEET ITC TITLE SHEET IRR16ATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION LEGEND 4 NOTES IRRI(5AT1ON SPECIFICATIONS PLANTING PLAN PLANTIN67 LEGEND PLANTING DETAILS GENERAL SPECIFICATIONS ae t aulo 0 `c3 34th St MAP'' 36th t Arbuckle School f?t a L rn d x Q PROJECT SITE Mission Blvd � Milli a W C C .E C J 0 VIGINITY MAP NOT TO SCALE LE,GAL DESCRIPTION: PORTIONS OF LOTS 5, 6, 6, -7 AND 8 OF E. N. 5MITW5 GARDEN TRACT A5 SHOWN BY MAP ON FILE IN BOOK 10, PAISE 11 OF MAPS, RECORDS OF RIVER5IDE COUNTY CALIFORNIA T25 R5W SECTION 16 BY: IAN DAVIDSON, LANDSCAPE ARCHITECTURE 3547 MARKET STREET CA 92501 .RIVERSIDE, AN%�pf f 951 6831283. FAX 951683 4352 E-MAIL: DAVIDSONOIDLAINC.COM RECI5TRATION NO. 2651 E DIE BENCHMARK: P.M. 3554 BRASS DISK STAMPED col L1144 RESET 1977 IN TOP OF CATCH BASIN AT THE WEST R NORTHEASTERLY CORNER OF MENNES WALLACE STREET AND MISSION BOULEVARD. L ELEVATION: 773.50 SCALE: FOR AS SHAWN VET PROP. SIDEAALK PROP. "Fe (SUTTER PROPOSED R04 WALL 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33, 34 L Q� IRRIGATION SYSTEM DESIGNED FOR RECYCLED WATER. CONTRACTOR SHALL TWO WORKING VERIFY AND FOLLOW ALL CURRENT REQUIREMENTS, GUIDELINES, AND DAYS BEFORE SPECIFICATIONS OF RUBIDOUX COMMUNITY SERVICE DISTRICT WATER YOU 1 pir DEPARTMENT AND COUNTY OF RIVERSIDE DEPARTMENT OF PUBLIC HEALTH, 1-800-227-2600 HEREIN INCLUDED IN THESE PLANS BY REFERENCE. UBLIC SERVICE BY ROUND SERVICE ALERT COUNTY WITHIN THESE PLANS SHALL NOT fjkofESSjm AN ENCROACHMENT PERMIT�v°gyp0. p, PERMIT HAS BEEN ISSUED. NO. 45702 THESE PLANS IS RESPONSIBLE FOR ASSURING THE EXP. 12-31-10 IF THE DESIGN HEREON. IN THE EVENT OF CIV11. ;DOW APPROVAL OR DURING CONSTRUCTION, THE SPONVEILE FOR DETERMINING AN ACCEPTABLE MARK BY DATE APPR. DATEOF , DWI ANS FOR APPROVAL BY THE COUNTY. -1-1-- 1 REVISIONS I APPROVAL BY TRANSPORTA71ON DEPARTMENT IS FOR THE AREA VATHIN THE RIGHT OF WAY ONLY. COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT . APPROVED BY: 12-31-10 DATE DATE SEE SHEETS 3 AND 4 FOR IRRIGATION DETAILS SEE SHEET 5 FOR IRRIGATION LEGEND, NOTES, CAL( PREPARED BY: IAN DAVIDSON, LANDSCAPE ARCHITECTURE .NUV3547 MARKET STREET L) RIVERSIDE, CA 92501 951 683 1283. FAX 951 683 4352 L E-MAIL I DAVI DSON61 DLAINC.COM I ECISTRATION NO. 2631 1 ULATIONS, AND SCHEDULES BENCHMARK: P. BRASS DISK STAMPED L1144 RESET 1977 IN TOP OF CATCH BASIN AT THE NORTHEASTERLY CORNER OF WALLACE STREET AND MISSION BOULEVARD. ELEVATION: 773.50 SCALE: FOR AS SHOWN f "- L 50ASLE COUNTY OF Ill WEST RIVERSIDE V MENNES AVE. AND R iw 5ECTIORN ELEVATION Now MIN 10x PIPE VIA. SrRAI&HT PIPE I m1N. 5x fv1pro1A.5rRA16Hr PIPE 1. FLOA SENSOR PER IRR16ATION LEGEND 2. *14 OF AIRE5 TO CONTROLLER (COLOR CODE DIFFERENTLY THAN COMMON WIRE, CONTROL AIRES, AND MASTER VALVE WIRES) 5. AATERPROOF WIRE CONNECTORS (2 REWIRED) 4. FINISH &RADE 5. RECTANOULAR LAVENDER PLASTIC VALVE BOX WITH LOCKIN(9 LID (NOS #5145CBR) HEAT BRAND "I'S" ON LIP IN 2" H16H BLOCK LETTERS 6. MAINLINE PIPIN6 PER IRK16ATION LE(9END (SENSOR SIZE) 7. RE-OTAN(SULAR. PLASTIC VALVE BOX EXTENSION (NDS #214-6) 6. COMMON BRICK SUPPORTS (4 REWIRED) 41. FILL BASE OF BOX WITH PEA GRAVEL 10. NATIVE 501L ELEVATION 1/211 IN TURF AREAS, I" IN SHRUB AREAS REDUCED PRESSURE. 13ACKPLOA El f=LO^ SENSOR 11 5ECTION / ELEVATION 1. BALL VALVE PER IRR16ATION LEGEND (MAINLINE SIZE) 2. RECTANGULAR LAVENDER PLASTIC VALVE SOX WITH LOCKING LID (NDS #3148C.13R) HEAT BRAND "BV" ON LID IN 2" HIGH BLOCK LETTERS 5. FINISH 6RAVE 4. SCH 40 PVC, MALE ADAPTER (2 REWIRED) S. SCH 40 PVC 45 DEGREE ELL (4 REWIRED) 6. NATIVE SOIL 7. MAINLINE PIPING, PER IRRIGATION LEGEND 6. COMMON BRICK SUPPORTS (4 REWIRED) A. FILL BASE Or- BOX WITH PEA GRAVEL 1/2fl IN TURF AREAS, I" IN SHRUB AREAS NOTES: OFF -SET VALVE BOX AROUND BALL VALVE TO ALLOIN SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE. 5ALL VALVE BEFORE TWO WORKING fU D10 DAYS BEFORE YOU DIG IRRIGATION SYSTEM DESIGNED FOR RECYCLED WATER. CONTRACTOR SHALL VERIFY AND FREE 1-800-227-2600 FOLLOW ALL CURRENT REQUIREMENTS, GUIDELINES, AND SPECIFICATIONS OF RUBIDOUX COMMUNITY SERVICE DISTRICT WATER DEPARTMENT AND COUNTY OF RIVERSIDE DEPARTMENT r 1 2 3 4 MV/PUMP VA" LV 24V 24V A4['j m 1. 1041IFtELEft RAIN SENSOR PER LEGEND 2, ADJUSTAeLE MOUNTING BRACKET S. THUNS SCT +1 4. RAIN &JTTtK 5. SENSOR ANTENNA 6. AIRELESS "N SENSOR RECEIVER - MOUNT ADJACENT TO CONTROLLER 7. RECEIVER MIRES - RUN, INSIDE CONTROLLER 8. TYPICAL CONTROLLER TERMINAL STRIP 4. TAPE THE LAND OF THE UNUSED HIRE NOTES: MOIMT SENSOR VERTICALLY AND AVOID PLACEMENT UNDER EAVe OR TREE CANOPY'. LOCATE AITRIN& 500'OF CONTROLLER. INSTALL PER MANUFACTURER. FRONT Vlj FA Y -2-KALLZ_ $/ve V/16H I. AUTOMATIC WALL MOUNT CONTROLLER PER LEGEND 2. V.I.T. CONTROLLER ENCLOWIRE PER LE -*END ANWOR NOTES, S. ELECTRICAL JUNCTION BOX FOR IISIV AC 10010elk CONNECTION 4. 1/2" CONDUIT KTH IISV AC POWER WIRES TO POHER SOURCE 5. 1/2" CONDUIT AITH #6 AV46 BARE C4"OEIR AIRE TO SP ND (PAJOE #160695) 6. SCH 40 PVC CONDUIT FOR CONTROL WIRES 7. SECURE ALL CONDUITS TO WALL WITH "C" CLAMP IN A MINIMUM OF TWO PLACES (TYP) 8. FINISH 6R.AVE cl. WAIL Al r-,ON7ROLLER NOTES-. INSTALL PER ALL LOCAL CODES. FINAL LOCATION TO BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT AND/Oft OYSINER. 1:2"-18" 51 FAr-Xf=LOW FREVENTER / ENCLOSURE I SEE SHEET 4 FOR ADDITIONAL IRRIGATION DETAILS A PUBLIC SERVICE BYOF PUBLIC HEALTHHEREIN INCLUDED IN THESE PLANS BY REFERENCEAPPROVAL BY TRANSPORTATION DEPARTMENT IS , . ERGROUND SERVICE ALERT FOR THE AREA WTHIN THE RIGHT OF WAY ONLY. SEE SHEET 5 FOR IRRIGATION LEGEND, NOTES, CALCULA COUNTY PREPARED BY: ..D WITHIN THESE PLANS SHALL NOT TL AN ENCROACHMENT PERMIT JG PERMIT HAS BEEN ISSUED. COUNTY OF RIVERSIDE IAN DAVIDSON, LANDSCAPE ARCHITECTURE QROFEssr TRANSPORTATION DEPARTMENT 1141 MA R K ET STR E ET RIVERSIDE, CA 92501 APPROVED BY: 9516831M. FAX 9516834352 z I, E-MAIL; IDAVIDSONIMIDLAINCCOM REGISTRATION NO. 2651 THE EXP. 12-31-10 ALAN D. FRENCH DATE THE If ClV14 r R.C.E.0 .12-31-10 MARK BY DA REVISIONS I APPR.1 DATE cr C v o 2 ENGINEER COUNTY Z)-,rWECOAMMENDEDATE EXP. 06/2011 IONS, AND SCHEDULES I BENCHMARK: I P�. BRASS DISK STAMPED L1144 RESET 1977 IN TOP OF CATCH BASIN AT THE NORTHEASTERLY CORNER OF WALLACE STREET AND MISSION BOULEVARD. ELEVATION: 773.50 SCALE: IFOR AS SHOWN WEST RIVERSIDE VET MENNES AVE, AND T) I LE6EN I LEst% SIZE) "mmomwofto WON"" SH ell cq Ii 5MTIQN ELEVATION 1. REDUCED PRESSURE. 13ACKPLOA 6. BRASS ELL 5,1 ZE) PREVEISiTER PER IRA16ATION LEdeND 14, Sro+4 40 PVC MALE ADAPTER 2. V.I.T. 5ACKFLOA PREVENTER MANLINE PLAN SIZE ARE Ro LOCKABLENANDAL-PROOP ENCLOSURE ALL THAN MAINLINE SIZE, (#SBEIC-305s) 10. MAINLINE PIPING ft- K IROCOAT 5. BRASS NIPPLE (R/P SIZE) LENGTH AS (TO SYSTEM) REWIRED 11. MAINLINE PIPIN6 PER IKR16AT 4. MOUNT ENCLOSURE TO CONCRETE PAD MROM P'O.CJ PER MANUFACTURER 12. KLKINS YOP-80 STRAINER (K 5. 6" THICK CONCRETE PAD 15. BRASS CLOSE NIPPLE (" St"d 6. FINISH SRADE 'I. NATIVE SOIL 51 FAr-Xf=LOW FREVENTER / ENCLOSURE I SEE SHEET 4 FOR ADDITIONAL IRRIGATION DETAILS A PUBLIC SERVICE BYOF PUBLIC HEALTHHEREIN INCLUDED IN THESE PLANS BY REFERENCEAPPROVAL BY TRANSPORTATION DEPARTMENT IS , . ERGROUND SERVICE ALERT FOR THE AREA WTHIN THE RIGHT OF WAY ONLY. SEE SHEET 5 FOR IRRIGATION LEGEND, NOTES, CALCULA COUNTY PREPARED BY: ..D WITHIN THESE PLANS SHALL NOT TL AN ENCROACHMENT PERMIT JG PERMIT HAS BEEN ISSUED. COUNTY OF RIVERSIDE IAN DAVIDSON, LANDSCAPE ARCHITECTURE QROFEssr TRANSPORTATION DEPARTMENT 1141 MA R K ET STR E ET RIVERSIDE, CA 92501 APPROVED BY: 9516831M. FAX 9516834352 z I, E-MAIL; IDAVIDSONIMIDLAINCCOM REGISTRATION NO. 2651 THE EXP. 12-31-10 ALAN D. FRENCH DATE THE If ClV14 r R.C.E.0 .12-31-10 MARK BY DA REVISIONS I APPR.1 DATE cr C v o 2 ENGINEER COUNTY Z)-,rWECOAMMENDEDATE EXP. 06/2011 IONS, AND SCHEDULES I BENCHMARK: I P�. BRASS DISK STAMPED L1144 RESET 1977 IN TOP OF CATCH BASIN AT THE NORTHEASTERLY CORNER OF WALLACE STREET AND MISSION BOULEVARD. ELEVATION: 773.50 SCALE: IFOR AS SHOWN WEST RIVERSIDE VET MENNES AVE, AND T) I LE6EN I LEst% SIZE) "mmomwofto WON"" SH IRT DIAL BEFORE TWO WORKING YOU DIG DAYS BEFORE YOU DIG TOLL FREE 1-800-227-2800 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL -AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS I5 RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCMAOL41Y OF THE DESIGN HEREON. IN THE TR OF DISCREPANCIES ARISING AFTER COUNT'S' APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINNG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I. STRIP ABOUT 1/2" OFF END OF WIRE INSULATION. 2. TAPE WIRES T06ETHER WITH ELECTRICAL TAPE ABOUT 5" FROM THE END. S. INSERT WIRES SECURELY INTO CONNECTOR BAR AND TIGHTEN HEX 5CREWS WITH ALLEN WRENCH. T1614TEN TO A MINIMUM TORQUE OF 45 INCH -POUNDS. 4. TRIM THE END OF THE WIRES AS NI CE55ARY 50 THEY STICK OUT PAST THE BAR NO LONGER THAN 1/411. NON -TRIMMED WIRES MAY PREVENT COMPLETE INSERTION. 5. INSERT THE WIRES AND CONNECTOR BAR INTO THE GEL -FILLED ENCLOSURE 50 IT BOTTOMS OUT AND 5LI17E5 PAST THE LOCKING RAMPS. OL05E THE LID AND SNAP THE COVER SHUT. 6. THREAD THE GABLE TIE THROU&H THE SLOTTED HOLES AND SECURE THE WIRES TO THE CONNECTOR BODY. TRIM EXCESS CABLE TIE IF NECESSARY. NOTES: USE THE PAIGE 0OB14-4 DIRECT BURIAL CONNECTOR KIT. MAKE ALL WATERPROOF WIRE CONNECTIONS PER THE MANUFACTURER'S DIRECTIONS. My ^IRE G®NNEGTORS 1. FINISH &RADE 2. NATIVE SOIL / BACKFILL PER SPECIFICATIONS 5. 12" HI -POP 5PRAY HEAD 8 NOZZLE PER LEGEND (USE 4" POP-UP FOR TREE BUBBLERS) 4. LATERAL LINE PIPING PER LEGEND 5. 1/2" MARLEX STREET ELL 6. SCH 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 7. 1/2"x12" MIN. 5CH 60 PVC THREADED NIPPLE 6. 1/2" SCH 40 PVC STREET ELL TXT g. 1/2" MARLEX STREET ELL NOTES: A. USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. B. SET PERIMETER HEADS 4"-6" FROM CURBS AND WAL.K5 AND W-12" FROM VERTICAL O5XCT5 SUCH AS FENCE5 AND WALLS, ETC. C. ONLY USE BOTTOM INLET OF HEAD. D. INSTALL TREE BUBBLERS AD EDGE OF ROOT BALL ON OPPOSING SIDES. IRRIGATION SYSTEM DESIGNED FOR RECYCLED WATER, CONTRACTOR SHALL VERIFY AND FOLLOW ALL CURRENT REQUIREMENTS, GUIDELINES, AND SPECIFICATIONS OF RUBIDOUX COMMUNITY SERVICE DISTRICT WATER DEPARTMENT AND COUNTY OF RIVERSIDE DEPARTMENT OF PUBLIC HEALTH, HEREIN INCLUDED IN THESE PLANS BY REFERENCE. COUNTY D. K NO.463102 - EXP. 12-31-1C. REVISIONS APPR. DATE �` cA11F r o ry 1 Z ILIILI 2 N N 6„ -* 5GTI4N lLEYATI4N I. FINISH GRADE 2, CLEAN BACKFILL - 80515 COMPACTION REOUIRED - SEE SPECS 3. NON -PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 4. PRESSURE MAINLINE PER LEGEND (SNAKE IN TRENCH) 5. CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE 6. PROVIDE 6" OF CLEAN SAND ABOVE AND BELOW PRESSURE MAINLINE 'i. UNDISTURBED NATIVE 501L NOTES: BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP CONTROL WIRES AT ALL CHAN6E5 IN DIRECTION. 5PLICANO OF W1RE RUNS 15 NOT PERMITTED WITHOUT PRIOR APPROVAL FROM THE OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES 1N SAME TRENCH AS MAINLINE WHERE POSSIBLE. INSTALL 12"XI2"XI2" CONCRETE THRUST BLOCKS AT ALL CHAN6ES IN DIRECTION OF PRESSURE MAINLINE (45'5, aO'S, TEE'S, ETC) AND AT ALL TERMINAL POINTS. 7 RE NGHING m ,� 1 5LEE\/ INC5 APPROVAL. BY TRANSPORTATION DEPARTMENT IS FOR THE AREA WITHIN THE RIGHT OF WAY ONLY. COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED 11 a - ALAN D. FRENCH+ DATE R.C.E.79 XP.13-31-1t) /�r RECOMMEND DATE 7►t a° 4 � 2 ELVAt1c��t N I iI I. OUICK COUPLING VALVE PER IRK16ATION LE 04D 2, #4x36" REBAR SUPPORT STAKE (2 REfUIRED) 5. STAINLESS STEEL CLAMP (2 REOIIRED) 4. FINISH GRADE 5. 10" ROUND PLASTIC. VALVE BOX WITH LOCKIN& LID (INDS g51204,BR)' HEAT BRAND NSICV" ON LID IN 2" HIGH BLOCK LETTERS 6. I "x6" SCH 80 PVC NIPPLE "I. 1" SCH 40 PVC STREET ELL (5 REQUIRED) 6. COMMON BRICK SUPPORTS (3 REQUIRED) at. I "x12" WH 80 PVC NIPPLE 10. 1" SCH 40 PVC ELI. (SxT) I1. I" SCH 40 PVC MAINLINE (12" MINIMUM LENGTH) 12. SCH 40 PVC MAINLINE FITiIN6 (TEE OR ELL) WITH 1" SLIP OUTLET 15. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 14. NATIVE SOIL 15. FILL BASE OF BOX W1TH PEA GRAVEL 1/2" IN TURF AREAS, I" IN SHRUB AREAS N 14 `i 2„ 15 t 4 16 " 1. REMOTE CONTROL VALVE PER It IRRIGATION LEGEND 2. SCH 40 PVC MALE ADAPTER II (2REWIRED) VALVE SIZE 5. RECTANGULAR LAVENDER PLASTIC I VALVE BOX WITH LOCKINIS LID (NDS *3145C13R) HEAT BRAND STATION NUMBER ON LID IN 2" I H16H BLOCK LETTERS I+ 4. FINISH GRADE 5. PVC LATERAL LINE PER IRRI6ATION I LE&END (VALVE SIZE) 6. SCH 40 PVC 45 DEGREE ELL IE 'I. SCH 40 PVC 45 DE&REE ELL (BUSH UP TO LATERAL LINE PLAN SIZE) 1. 8. RECTANS.AR PLASTIC VALVE BOX I EXTENSION (NDS 0214-6) 41. COMMON BRICK SUPPORTS (4 REOUIRED) H REI i TE CONTROL VALVA SEE SHEET 2 FOR IRRIGATION PLAN SEE SHEET 3 FOR ADDITIONAL IRRIGATION [DETAILS SEE SHEET 5 FOR IRRIGATION LEGEND, NOTES, CALCULATIONS, AND SCHEDULES PREPARED BY: IAN DAVIDSONr LANDSCAPE ARCHITECTURE BENCHMARK: P, 3547 MARKET 5TREET BRASS DISK STAMPED kLRIVERSI DE, CA s25o1 L1144 RESET 1977 IN TOP. 951 6831283. FAX 951683 4352 OF CATCH BASIN AT THE E-MAIL: IDAVIDSONOIDLAINC.COM NORTHEASTERLY CORNER OF REGISTRATION NO. 2651 WALLACE STREET AND MISSION BOULEVARD. ELEVATION: 773.50 SCALE: FOR AS SHOWN CERT NO. 2651 EXP. 06/2011 DATE M N TE' WORK CON COMMENCE AND/OR GF EQUIPMENT LEGEND SYMBOL MANUFACTURER / MODEL NUMBER SIZE DETAIL © TORO TIS -36 -OD SERIES AUTOMATIC ET ADJUSTING CONTROLLER W/ ETE-360-5Y SERVICE 36 STATION A PIPE RECYCLED WATER METER - SEE POINT OF CONNECTION NOTE ON PLANS 1" N/A PIPE FEBCO 825Y R. P. BACKFLOW PREVENTER W/ LOCKABLE ENCLOSURE ON CONCRETE PAD, AND RECYCLED WATER SIGNAGE PER RUBIDOUX COMM. SVC. DIST. WATER DEPARTMENT 1.5" B RS TORO TWRS WIRELESS RAIN SENSOR N/A C MV TORO P-220.26-64 W/ RW60-KIT MASTER VALVE WITH LAVENDER SOLENOID 1" D FS TORO TFS-075FLOW SENSOR 0.75" E !� NIBCO T-580-70 BRONZE BALL VALVE W/ LAVENDER HANDLE 2" F TOTAL PRESSURE LOSSES TORO 100-28LLVC QUICK COUPLING VALVE W/ LAVENDER LOCKING VINYL COVER 1" G ! TORO P-220-26-64 W/ RW60-KIT CONTROL VALVE WITH LAVENDER SOLENOID 1" H - - - - SCH 40 PVC LAVENDER IRRIGATION PRESSURE MAINLINE -18" MINIMUM COVER 2" 0.51 0.52 CLASS 200 PVC LAVENDER NON -PRESSURE LATERAL LINE -12" MINIMUM COVER PLAN SIZE J, K, 0.96 -= SCH 40 PVC IRRIGATION PIPE/CONTROL WIRE SLEEVE - 18" MINIMUM COVER PLAN SIZE h NOT SHOWN I OF DIRECT BURIAL CONTROL WIRE WITH WATERPROOF CONNECTIONS N/A Maintenance Watering Schedule PIPE SIZING 0.75" PIPE 1" PIPE -Ir- 1.25" PIPE -IN 1.5" PIPE - T 2" PIPE - 3E 2.5" PIPE SCH 40 PVC SLEEVING (HIGHEST FLOW -23 GPM) 1.25" SLEEVE 1-8 WIRES LOSS N/A 1.5" SLEEVE 9-16 WIRES 0.75" PIPE 2" SLEEVE 17-26 WIRES 1" PIPE 2.5" SLEEVE 27-38 WIRES 1.25" PIPE W SLEEVE 39-54 WIRES 1.5" PIPE 4" SLEEVE 55-100 WIRES 2" PIPE PRESSURE LOSS CALCULATIONS (HIGHEST FLOW -23 GPM) EQUIPMENT SIZE LOSS WATER METER 1" 2.8 BACKFLOW DEVICE 1.61 12.0 MASTER VALVE 1" 3.7 FLOW SENSOR 1" 0.5 MAINLINE 520' OF 2" 5.6 CONTROL VALVE 1" 3.7 LATERAL LINES <5 FPS 2.4 30 .17 ET (IN .) SUBTOTAL PRESSURE LOSSES 30.7 MISC. LOSSES THRU SYSTEM (10%) 3.1 TOTAL PRESSURE LOSSES 33.8 PRESSURE REQUIRED AT HEAD 30.0 TOTAL PRESSURE REQUIRED 63.8 STATIC PRESSURE AVAILABLE 75.0 RESIDUAL PRESSURE 11.2 POINT OF CONNECTION -RECYCLED METER SIZE - 1" BACKFLOW PREVENTER SIZE - 1.5" MAXIMUM DEMAND - 23 GPM NUMBER OF VALVES - 23 CONTROLLER SIZE - 36 STATION STATIC PRESSURE AT METER - 75 PSI AREA SHRUBS - 15,837 SQ. FT. TOTAL AREA COVERED -15,837 SQ. FT. VALVE CALLOUT STATION # FLOW (GPM) VALVE SIZE IRRIGATION CONTROLLER SCHEDULE SYMBOL MONTH January February March April May dune July August September October November December HLY .09 .13 0.62 = Conversion Factor (to gallons per square foot) 26 748 F L3 p TORO 57OZ-12P-E-8 Qrr/H/F 8' 30 .17 ET (IN .) 2.1 2.9 4.0 4.1 6.1 7.1 7.9 7.6 6.1 4.2 2.5 2.0 WATER BUDGET %o 0.27 0.37 0.51 0.52 0.77 0.90 1.00 0.96 0.77 0.53 0.32 0.25 TORO 570Z -12P -E Establishment Watering Schedule Maintenance Watering Schedule Suggested 1.49 Valve Flow 1.99 recipication Plant L Maximum Irrigation Average Maximum Irrigation g Average Number of Number of (gallons per Sprinkler Rate Factor Irrigation Monthly RunDaily Days Per Run Monthly Run Days Per Daily Run Run Cycles'` Stations N/A Type (inches 1.0 (2 x 0.50 PER TREE) Efficiency Time in July Time Time July Time (divide run minute) per hour) (Kc) (minutes) Wk Week (minutes) (minutes) Week (minutes) time evenly) 20 See Plan Shrub Spray 1.00 0.5 0.75 558 6 18 369 5 16 2 3 1 See Plan 1Tree Bubbler, 0.47 0.5 1 0.90 862 1 6 31 616 1 5 26 2 SCHEDULE IS A GUIDE ONLY. APPLY APPROPRIATE IRRIGATION FOR HEALTHY PLANTS AT ALL TIMES. PROGRAM CONTROLLER FOR JULY TOTAL WEEKLY RUN 453 TOTAL WEEKLY RUN 402 AND ADJUST WATER BUDGET PERCENT FOR EACH MONTH. DIVIDE TIME IN JULY (minutes) TIME IN JULY (minutes) RUN TIMES AS NEEDED TO MINIMIZE RUN-OFF AND EROSION. DAYS BEFORE 1-800-227-2600 SERVICE BY SERVICE ALERT WITHIN THESE PLANS SHALL NOT AN ENCROACHMENT PERMIT PERMIT HAS BEEN ISSUED. IS RESPONSIBLE FOR ASSURING THE HEREON. IN THE EVENT OF SAL OR DURING CONSTRUCTION, THE 2 DETERMINING AN ACCEPTABLE OVAL BY THE COUNTY. APPROVAL BY TRANSPORTATION DEPARTMENT IS FOR THE AREA WITHIN THE RMT OF WAY ONLY. COUNTY COUNTY OF RIVERSIDE oQ�oFESS/C* TRANSPORTATION DEPARTMENT D. FR F� APPROVED BY: V / `/��N0. 45702 A �m.- EXP. 12-31-10 ALAN D. FRENCH DATE CIVI1- Np R.C.E. 4 2 XP.12-31-10 { BY DATE APPR. DATE Or CAVE L ENGINEER REVISIONS rnuNTY COMMENDED DATE SPRINKLER LEGENC? SYMBOL MANUFACTURER/MODEL NOZZLE RAD PSI LQW DETAIL Q T w TO F SHRUB POP-UP SPRAY HEADS WITH TORO PRECISION SPRAY NOZZLES AND NP COVER *JOE TORO 570Z -12P -E-5* Qrr/H/F 5' 30 .06 .09 .13 0.62 = Conversion Factor (to gallons per square foot) 26 748 F L3 p TORO 57OZ-12P-E-8 Qrr/H/F 8' 30 .17 .22 .33 495.32 .66 Inigafie t SYSUM [ TORO 5702 -12P -E-10 Q/T/H/F 10' 3 0 .23 .34 .51 1 582.73 1.03 It TORO 570Z -12P -E 10 -VAN 10' 30 .17-.58 } p d il ® TORO 570Z -12P -E Qrr/H/TT/TQ/F 12' 30 .37 1.49 1.74 1.99 11.1511.48 L o 6 TORO 57OZ-12P-E Qrr/H/TT/TQ/F 15' 30 .58 .77 11.1611.5411.7812.31 lh IB E 4D TORO 5702 -12P -E W/ SB SERIES NOZZLES Q/HiF/CST 5' 30 0.5`1.0/1.5/0.5 TORO 57OZ-12P-E W/ FB -100 -PC SERIES NOZZLE N/A N/A 30 1.0 (2 x 0.50 PER TREE) * CONTRACTOR SHALL INSTALL TORO 5702 -12P -PRE SERIES HEADS IN PLANTERS LESS THAN 4' WIDE CONTROLLER INSTALL IRRIGATION CONTROLLER ADJACENT TO BUILDINGS AS SHOWN ON THE PLANS. FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER. THE OWNER IS TO PROVIDE 120V AC POWER TO THE FINAL CONTROLLER LOCATION. THE IRRIGATION CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. MOUNT, GROUND, AND WIRE ALL THE CONTROL EQUIPMENT PER THE MANUFACTURER'S DIRECTIONS, THESE PLANS, AND PER ALL LOCAL CODES. LIMIT OF WORK INCLUDES TWO PARCELS, ROUTE MAINLINE AND CONTROL WIRING FOR POSSIBLE FUTURE SPLITTING OF PARCELS. INSTALL SPARE WIRES FROM VALVES 14 THROUGH 20 INTO VALVE 17 BOX. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM SO THAT NO LATERALS CROSS THE PARCEL BOUNDARY. THE MAINLINE SHALL CROSS THE PARCEL BOUNDARY IN ONE LOCATION ONLY. INSTALL MAINLINE ISOLATION VALVE AT EDGE OF PARCEL FIVE FEET UPSTREAM FROM THE POINT THE MAINLINE CROSSES THE PARCEL BOUNDARY. MAKE IR TGATION POINT OF CONNECTION INTO NEW RECYCLED WATER METER. VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL BACKFLOW PREVENTED IN LOCKABLE ENCLOSURE WITH CONCRETE PAD IMMEDIATELY DOWNSTIREAM OF METER PER ALL LOCAL CODE, S. FINAL BACKFLOW PREVENTER LOCATION TO BE APPROVED IN THE FIELD BY RUSIDOUX COMMUNITY SERVICE DISTRICT WATER DEPARTMENT. INSTALL MASTER VALVE AND FLOW SENSOR AS SHOWN, AND WIRE TO CONTROLLER PER MANUFACTURER'S INSTRUCTIONS. MAXIMUM DEMAND IS 23 GPM. STATIC PRESSURE AT METER IS 75 PSI. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO START OF INSTALLATION. IF A PRESSURE RELATED ISSUE 13 IDENTIFIER, NOTIFY LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY. MAINLINE AND VALVES SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PIANS. ALL PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPIE TO BE SLEEVED IN SCH 40 PVC SLEEVES ACCORDING TO THE SLEEVING CHART. IRRIGATION SYSTEM DESIGNED FOR RECYCLED WATER. CONTRACTOR SHALL VERIFY AND FOLLOW ALL CURRENT REQUIREMENTS, GUIDELINES, AND SPECIFICATIONS OF RUISIDOUX COMMUNITY SERVICE DISTRICT WATER DEPARTMENT AND COUNTY OF RIVERSIDE DEPARTMENT OF PUBLIC HEALTH, HEREIN INCLUDED IN THESE PLANS BY REFERENCE. IRRIGATION SYSTEM DESIGNED FOR RECYCLED WATER. CONTRACTOR SHALL VERIFY AND FOLLOW ALL CURRENT REQUIREMENTS, GUIDELINES, AND SPECIFICATIONS OF RUSIDOUX COMMUNITY SERVICE DISTRICT WATER DEPARTMENT ANIS COUNTY OF RIVERSIDE DEPARTMENT OF PUBLIC HEALTH, HEREIN INCLUDED IN THESE PLANS BY REFERENCE. ESTIMATED ANNUAL WATER USE EAWU = Estimated Annual Water Use by Hydrozone (CCF) EAWU = [(ETo) x (PF) x (LA) x (0.62)1/ (748) / (IE) ETo = MAXIMUM ANNUAL WATER ALLOWANCE PF = MAWA = Maximum Annual Water Allowance (CCF) LA = MAWA = [(ETo) x (0.80) x (LA) x (0.62)1/ (748) ETo = Reference Evapotranspiration (inches per year) 56.6 0.80 = ET Adjustment Factor 0.80 LA = Total Landscaped Area (square feet) 15837 0.62 = Conversion Factor (to gallons per square foot) 0.62' 748 Conversion Factor (to hundred cubic feet) 74R ESTIMATED ANNUAL WATER USE EAWU = Estimated Annual Water Use by Hydrozone (CCF) EAWU = [(ETo) x (PF) x (LA) x (0.62)1/ (748) / (IE) ETo = Reference Evapotranspiration (Inches per year) 56.6 PF = Plant Factor (Kc) 0.5 LA = Landscaped Area of Hydrozone (square feet) 15837" 0.62 = Conversion Factor (to gallons per square foot) 0.62 748 = Conversion Factor (to hundred cubic feet) 748 IE = Irrigation Efficiency 0.75 Hydrozone ETo PF LA 0.62748 IE EAWU Low /Medium Water Lee Shrubs 56,60 0.5 15837 0.62 748 11 0.75 495.32 Inigafie t SYSUM Total Area 15837 Optr►�a Factor 0•85 TOTAL TAWU 1 582.73 SEE SHEET 2 FOR IRRIGATION PLAN SEE SLEETS 3 AND 4 FOR IRRIGATION DETAILS IAN DAVIDSON, LANDSCAPE ARCHITECTURE 3547 MARKET STREET RIVERSIDE, CA 92501 951 683 1283 . FAX 951 683 4352 E-MAIL DAVID50NOIDLA1NCCOM RE615TRATION NO. 2651 CERT NO. 2651 EXP. 06/2011 DATE BENCHMARK: BRASS DISK STAMPED L1144 RESET 1977 IN TOP OF CATCH BASIN AT THE NORTHEASTERLY CORNER 01 WALLACE STREET AND MISSION BOULEVARD. ELEVATION: 773.50 AS SHOWN COUNTY OF RIVERSIDE WEST RIVERSIDE= VET HOSPI MENNES AVE. AND TWINING LANDSCAPE PUNS NMLPA A *rW%&1 1 1e^10axti o sip No I RRIGAI 1. GI A( C( C( PE 1,A: 1.8. 2. S( O' C( 8) FL TE C( At At HE C( B A( Of C( LP PF PE RE OI iN IM At Ti LII 2.A. 2,8. 3. TF Of TE OF FL 4. PI,. ES C( T( S1 A W IN' 5. TF TII At Hill A( O% 6. E) IN S7 C( RE C( UP MI' PF DIA TG NOTE: WORM COMIv AND/ THE PRNATE ACCURACY AN D15CREPANCtE PrlIVATE EN01' SOLUMN AN, WORK SHALL BE IN KITH APPLICABLE ESE PLANS. THE )FHiALL APPLY FOR ALL AY SAME. TACTOR SHALL VERIFY (IONS AND 'S SHOWN ON THE 'HE SITE PRIOR TO -WF-NT OF ANY WORK 9 CONTRACT. tACTOR SHALL CARRY AS COMPENSATION, BILITY AND PROPERTY SURANCE,AS BY THE CITY AND/OR ORK-UNLESS SPECIFIED, THE ON OF IRRIGATION ALL INCLUDE THE INSTALLING AND ALL MAINLINE, POINT OF 1, LATERAL LINES, RISERS S; AND THE FURNISHING ING OF SPRINKLER rROLLER, ELECTRIC LVES, EXCAVATION AND D ALL OTHER WORK IN E WITH THESE PLANS, )NOTES. THE R SHALL FURNISH ALL 'sRIAL, EQUIPMENT RANSPORTATION, AND L OPERATIONS )R A COMPLETE AND ',RIGATION SYSTEM AS N, OR REASONABLY HE DRAWINGS, DETAILS, INCLUDED AS A PART OF ION WORK, BUT NOT ARE THE FOLLOWING: COMPLETE OPERABLE DENT IRRIGATION 3 PER THE PLANS, LEGENDS, AND NOTES. GATION WORK SHALL BE TEED BY THE ;TOR AS TO MATERIAL RKMANSHiP, INCLUDING 3 OF'BACKFILLED ES BELOW GRADE FOR A )F ONE YEAR NG THE DATE OF FINAL k NCIE OF THE WORK. APE ARCHITECT SMALL 1UE,STlONS RELATING TO FETATION OF THE NO THE ACCEPTABLE 'OF THE CONTRACT. IN ON THE PLANS IS 'DIAGRAMMATIC. R SHALL ROUTE PIPING INFLICT WITH ELEMENTS AND IN SUCH 3 TO CONFORM WITH THE rAILS4ND DESIGN )R SHALL AT ALL HIS WORK FROM EFT AND REPLACE R STOLEN PARTS AT ITIL THE WORK IS BITING BY THE LL BE EXERCISED WORKING NEAR CONTRACTOR OCATION AND TILITIES AND BE ;NY DAMAGE. .CONTACT VICE ALERT A )IRKING DAYS DAYS BEFORE infiltration rales w therefore rrsnlmize runoffndb wh'ch ee STATEMENT STATEMENT (cont.) 7. THE CONTRACTOR SHALL KEEP THE 18. LOW HEAD DRAINAGE WILL NOT BE PREMISES CLEAN AND FREE OF ALLOWED. CONTRACTOR TO Project Site: overspray in planting areas with a width less than EXCESS EQUIPMENT, MATERIALS, AND DETERMINE IN THE FIELD WHICH WEST RIVERSIDE VETERINARY HOSPITAL ten feet, and in median strips. RUBBISH INCIDENTAL TO HIS WORK. HEADS DRAIN AFTER THE VALVE IS RIVERSIDE, CA Irrigation Efficiency. For the purpose of SHUT OFF. CONTRACTOR SHALL determining the maximum applied water 8. THE IRRIGATION DESIGN IS BASED ON PROVIDE AND INSTALL ADDITIONAL Landscape Architect: allowance, irrigation efficiency is assumed to be THE METER SIZE AND WATER IN-LINE CHECK VALVES AS NEEDED AT IDLA, INC 0.625. The irrigation system has been designed, PRESSURE INDICATED ON THE WATER NO ADDITIONAL COST TO THE OWNER. 3744 Tenth Street and must be maintained, and managed to meet SOURCE / POINT OF CONNECTION 19. ALL PRESSURE SUPPLY LINES AND Riverside, Ca 92501 or exceed 0.625 efficiency. NOTE ON THE PLANS, CONTRACTOR CONTROL WIRES TO HAVE 18"-24" SHALL VERIFY THE PRESSURE PRIOR MINIMUM COVER PER THE DETAIL. Irrigation Consultant: TO CONSTRUCTION. SHOULD A LATERAL LINES TO HAVE 12" MIN. Velocity Irrigation Consulting, LLC Equipment DISCREPANCY EXIST, NOTIFY THE COVER. SLEEVING IS TO HAVE 24" P.O. Box 8773 Water meters. A separate landscape water LANDSCAPE ARCHITECT PRIOR TO MIN. COVER. Riverside, CA 92515 meters has been installed for the project. BEGINNING CONSTRUCTION. Controllers. An automatic control system has 20. THE RADIUS OF EACH HEAD IS TO BE Included in this project submittal package are: been designed, and the irrigation system is able 9. CONTRACTOR SHALL MAKE POINT(S) ADJUSTED SO THAT HEAD-TO-HEAD to accommodate all aspects of the design. OF CONNECTION (POC) AS NOTED ON COVERAGE IS MAINTAINED, BUT 1. Maximum Applied Water Allowance: Valves. Plants which require different amounts of THE PLANS. ALL FEES AND LOCAL OVERSPRAY ON BUILDINGS, WALKS, 594.39 CCF / Year water have been irrigated by separate valves. If REQUiREM€NTS SHALL BE THE WALLS, AND OTHER HARD SURFACES one valve is used for a given area, only plants RESPONSIBILITY OF THE LANDSCAPE IS MINIMIZED. 2. Estimated Applied Water Use: with similar water use have been used in that CONTRACTOR. Shrub Spray: 499.49 CCF / Year area. 21. CONTRACTOR SHALL INSTALL 2 Sprinkler heads. Heads have consistent 10. IRRIGATION CONTRACTOR SHALL BE EXTRA WIRES FROM CONTROLLER(S) 3. Estimated Total Water Use: application rates within each control valve circuit. RESPONSIBLE FOR CONNECTING 120 TO EACH END OF THE MAINLINE. 449.1 CCF /Year Sprinkler heads have been selected for proper VOLT SERVICE TO THE CONTROLLER. WIRES SHALL COME UP INTO ALL area coverage, application rate, operating ELECTRICAL POWER WILL BE VALVE BOXES ALONG THE MAINLINE 4. Irrigation Design Plan pressure, adjustment capability, and ease of PROVIDED BY THE OWNER AT THE PATH WITH 36" EXPANSION COILS IN maintenance. CONTROLLER LOCATION SHOWN ON EACH BOX. SPARE WIRES SHALL BE 5. Irrigation Schedules Rain Sensing Override Devices. A rain sensing THE PLAN. COLOR -CODED DIFFERENTLY THAN override device has been designed on this OTHER CONTROL WIRES FOR EACH 6. Maintenance Schedule irrigation systems. 11. CONTRACTOR SHALL PROVIDE ALL CONTROLLER. EQUIPMENT REQUIRED TO PERFORM 7. Landscape Irrigation Audit Schedule Irrigation Design Plan Specifications A MAINLINE PRESSURE TEST. THE 22. UPON COMPLETION OF THE PROJECT, The irrigation system has been designed to be HYDROSTATIC TEST SHALL HOLD A THE CONTRACTOR IS TO TURN OVER Description of Project: consistent with hydrozones. MINIMUM OF 150 PSI FOR 3 HOURS OR TO THE OWNER THE FOLLOWING: All valve zones are separated by water The irrigation design plan has been drawn on MORE. CONTRACTOR SHALL 22.a. A REPRODUCIBLE SET OF requirements of the plant material. Sprinkler project base sheets. it is separate from, but uses CONTACT THE OWNER'S "AS -BUILT' DRAWINGS AND head placement is designed for maximum the same format as, the landscape design plan. REPRESENTATIVE"A MINIMUM OF 48 CONTROLLER CHART. efficiency and minimum overspray. The nozzles' The scare has been the same as that used for the HOURS IN ADVANCE OF THE TEST FOR 22.b. 2 KEYS FOR EACH CONTROLLER / performance, as adjusted properly, will create landscape design pian. CERTIFICATION. CONTROLLER ENCLOSURE (AS virtually no fogging, precise patterns and matched The irrigation design plan accurately and clearly APPLICABLE). precipitation rates. The rain sensor will prevent identifies: 12. ALL WIRES SHALL BE SOLID COPPER, 22.c. 2 QUICK COUPLER KEYS AND watering during natural precipitation. The A. Location and size of separate water PLASTIC INSULATED, U.F. DIRECT MATCHING HOSE SWIVELS. controller is adjustable by program from 0% to meters for the landscape. BURIAL WIRE. ALL COMMON WIRE 22.d. 4 OF EACH SPRINKLER HEAD 200%. With proper installation and adjustment, B. Location, type; and size of all components SHALL BE AWG #12 WHITE; ALL SPECIFIED. the irrigation system will meet water efficient of the irrigation system, including CONTROL WIRES SHALL BE AWG #14 guidelines. automatic controllers, maim and lateral RED OR BLACK, CONTROLLERS SHALL 23. RECORD DRAWINGS - THE tines, valves, sprinkler heads, rain HAVE SEPARATE COLOR CODED CONTRACTOR SHALL PROVIDE AND December 8, 2008 Velocity Irrigation Consulting, switches, quick couplers, and backflow COMMON WIRES AND CONTROL KEEP UP TO DATE A COMPLETE LLC prevention devices. WIRES WHEN TWO OR MORE RECORD SET OF PRINTS WHICH C. Static water pressure at the point of CONTROLLERS ARE ON THE PROJECT. SHALL BE CORRECTED DAILY AND 1. The Maximum Applied Water Allowance has connection to the pubic water supply. 13. ALL CONTROL WIRES AND IRRIGATION SHOW EVERY CHANGE FROM THE been calculated using the following formula: D. Flow rate in gallons per minute, and PIPING THAT RUNS UNDER ORIGINAL DRAWINGS. PRIOR TO MAWA = [(1ETo)(0.8)(LA)(0.62)y748 where: design operating pressure in psi for each HARDSCAPE I PAVING SHALL BE FINAL INSPECTION, THE CONTRACTOR ETo = Reference Evapotranspiration (inches station. ENCASED IN SCH 40 PVC SLEEVES. SHALL TRANSCRIBE ALL INFORMATION Per year) SLEEVES SHALL BE SIZED ACCORDING FROM THE RECORD SET TO A O.8 = ET Adjustment Factor 5. irrigation Schedules TO THE SLEEVING CHART ON THE BLACK -LINE PRINT PROCURED FROM LA = Landscaped Area (square feet) PIANS. THE OWNER. ALL WORK SHALL BE 0,62 = Conversion Factor (to gallons per Irrigation schedules satisfying the fbilowir NEAT AND LEGIBLE, LOCATING THE square foot) conditions have been submitted as part of this 14. THE FINAL LOCATION FOR CONTROL FOLLOWING ITEMS FROM PERMANENT 748 = Conversion Factor (to hundred cubic Landscape Documentation Package: VALVES SMALL BE APPROVED IN THE POINTS OF REFERENCE: SHUT-OFF fit) A. An annual Irrigation program with monthly FIELD BY THE LANDSCAPE ARCHITECT VALVES, MAINLINE AND CONTROL irrigation schedules has been included for OR THE OWNER'S AUTHORIZED WIRE ROUTING, POC, BACKFLOW 2. The Estimated Applied Water Use does not the plant establishment period and for the REPRESENTATIVE. ALL VALVES SHALL DEVICE, CONTROL VALVES, exceed the Maximum Applied Water Allowance. established landscape. BE LOCATED IN SHRUB AREAS CONTROLLER, QUICK COUPLING B. The irrigation schedule includes run time WHEREVER POSSIBLE. VALVES, AND OTHER PERTINENT 3. The Estimated Applied Water Use for the entire (in minutes per cycle), suggested number UNDERGROUND ITEMS, landscaped area equals the sum of the Estimated of cycles per day, and frequency of 15. THE CONTRACTOR SHALL HEAT Applied Water Use of all hydrozones in the trrigation for each station BRAND VALVE NUMBERS ON INSIDE 24. "CONTROLLER CHART" - UPON landscape area: Landscape irrigation has been scheduled AND OUTSIDE OF ALL VALVE BOX LIDS. APPROVAL OF THE FINAL RECORD EAWU (hydrozone) = between 2:00 am. and 10:00 a.m. to avoid' DRAWINGS, PROVIDE ONE CHART FOR [(ETo){PF)(HA)(.62)y(748)(IE) where: irrigating during times of high wind or high 16. ALL BRASS OR GALVANIZED EACH CONTROLLER INSTALLED. ETo = Reference Evapotranspiration (inches temperature. CONNECTIONS SHALL BE COATED 24.A. A. THE CHART IS TO BE A per year) 6. Maintenance Schedules WITH TEFLON TAPE OR APPROPRIATE REDUCED COPY OF THE PF = Plant Factor PIPE JOINT COMPOUND. ALL PVC TO APPROVED RECORD DRAWING (A HA = Hydrozone Area (square feet) A regular maintananoe schedule satisfying the PVC THREADED CONNECTIONS SHALL BLACK -LINE PRINT REDUCED TO 0.62 = Conversion Factor (to gallons per following condition has been submitted as part BE COATED WITH TEFLON TAPE. NO THE MAXIMUM SIZE THE square foot) of the Landscape Document Package: PIPE DOPE IS ALLOWED AT VALVE OR CONTROLLER DOOR WILL ALLOW, 748 = Conversion Factor (to hundred cubic A. Landscapes steak be maintained to ensure SPRINKLER HEAD CONNECTIONS. COLORED WITH A DIFFERENT feet) water efficiency. A regular maintenance ance sc lule 17. ALL PVC SOLVENT -WELD COLOR FOR EACH VALVE IE = Irrigation Efficiency shall include but not be limited to checking CONNECTIONS SHALL BE MADE WITH STATION'S AREA OF COVERAGE). 4. The trrigationdesign Pian meets the following adjusting, and repairing irrigation equipment; SOLVENT -WELD MATERIALS AS 24.B. WHEN COMPLETED AND conditions• resetting the automatic control; aerating and RECOMMENDED BY THE PIPE APPROVED, THE CHART SHALL BE dethahing turf areas; replenishing much; MANUFACTURER. SOLVENT -WELD LAMINATED BETWEEN TWO (2) Irrigation Design Criteria fertilizing; prunes, and weedbV in all landscaped PRIMER SHALL BE APPLIED AT ALL PIECES OF 20 MIL. CLEAR PLASTIC Runoff and_Overspray. Soil types and areas. CONNECTIONS. AND MOUNTED ON THE INSIDE OF infiltration ratites have been considered when B. Whenever possible, repair of irrigation THE CONTROLLER DOOR USING designing the irrigation system. All irrigation equipment stiall be done with the originally VELCRO TAPE OR EQUAL. systems have been designed to avoid runoff, specified materials or tilwit equivalents. low head drainage, overspray, or other similar conditions where water flows onto 7. Landscape fi rigation Audit Schedules adjacent property, non -irrigated areas, walks, roadways, or structures. Proper The schedule of landscape irrigation audits shall irrigation equipment and schedules, including be in accordance with the State of California features such as repeat cycles, have been Landscape Water Management Program as used to closely match application rates to described in the Landscape Irrigation Auditor H k th t' docum t ' hrb . a coo , e ran ire en, 1 is y YOU biC Special attention has been given to avoid Incorporated by reference. 1-sDo-a2 -2s00 SERVICE BY SERVICE ALERT WITHIN THESE PLANS SHALL NOT AN ENCROACHMENT PERMIT PERMIT HAS BEEN ISSUED. THE THE APPROVAL BY TRANSPORTATION DEPARTMENT IS FOR THE AREA WTHIN THE RIGHT OF WAY ONLY. COUNTY COUNTY OF RIVERSIDE ?-?..CFE S,� TRANSPORTATION DEPARTMENT h��ayo� D. APPROVED BY: • NO. 45703 EXP. 12-31-10 ALAN D. FRENCH A fE 11> clvl R.C.E.70 12-31-10 REVISIONS APPR. DATE CP CRL0 COLINTY ECOMMEND DA SEE SHEET 2 FOR IRRIGATION PLAN SEE SHEETS 3 AND 4 FOR IRRIGATION DETAILS SEE SHEET 5 FOR IRRIGATION LEGEND, NOTES, BY: IAN DAVIDSON, LANDSCAPE ARCHITECTURE 3547 MARKET STREET lhNO5ZAP6 INF -RE RIVERSIDE, CA 92501 L 951 683 1283. FAX 931 683 4332 E-MAIL: DAVIDSON&IDLAINCCOM REGISTRATION NO. 2651 06/2011 DATE BENCHMARK. BRASS DISK STAMPED L1144 RESET 1977 IN TOP OF CATCH BASIN AT THE NORTHEASTERLY CORNER 01 WALLACE STREET AND MISSION BOULEVARD. ELEVATION: 773.50 SCALE: AS SHOWN WORK C COMMEN AND/OR SEE SHEET 8 FOR PLANT LE6END' MISSION BLVD ww EXISTING VETERINARY HOSPITAL 22 r 23 24 125 126 127 128 (29 30 31 132 I Cf-VTNV- DAYS BEFORE DIG YOU DIG FREE 1-800-227-2600 A PUBLIC SERVICE BY APPROVAL BY TRANSPORTATION DEPARTMENT IS UNDERGROUND SERVICE ALERT FOR THE AREA WTHIN THE RIGHT OF WAY ONLY. COUNTY COUNTY OF RIVERSIDE ONTAINED WITHIN THESE PLANS SHALL NOT eR'€$Stay TRANSPORTATION DEPARTMENT CE UNTIL AN ENCROACHMENT PERMIT �dv©�yq D. F APPROVED BY: GRADING PERMIT HAS BEEN ISSUED. Jl- N0. 48702 NEER SONING THESE PLANS IS RESPONSIBLE FOR ASSURING THE EXP. 12-31-10 ALAN D. FRENCH DATE XEPTAMUTY OF THE DESIGN HEREON. IN THE EVENT OF sr Cfv1l p R.C.E. 4 .12-31-10 USING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE �� s SNAIL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE MARK BY DATE APPR. DATE OF GAu� V1StNO TH€ PLANS FOR APPROVAL BY THE COUNTY, ENGINEER COUNTY REVISIONS COMMENDED DATE 1® EXI5TIN& LANCES APE MERIDIAN I PROPOSE© VETERINARY HOSPITAL 97 9s V V � e 1-111-17 PREPARED BY: BENCHMARK: IAN DAVIDSON,LAN DSCAPEARCHITECTURE 3547 MARKET STREET BRASS DISK STAMPED RIVERSIDE, CA 92501 L1144 RESET 1977 IN TOP 951 6831283. FAX 951 6834352 OF CATCH BASIN AT THE E-MAIL; IDAVIDSONGIDLAINC.COM NORTHEASTERLY CORNER OI REGISTRATION NO. 2651 WALLACE STREET AND MISSION BOULEVARD. ELEVATION: 773.50 SCALE: CERT NO. 2651 EXP. 06/2011 DATE I AS SHOWN 4 5GALr= 1'1_20' P.M. 35546 I.P. NCS ;84 COUNTY OF RIVERSIDE WEST RIVERSIDE VET HOSPITAII MENNES AVE. AND TWINING SI LANDSCAPE PLANS PLANTING LEOEN© SYMBOL 130TANICAL NAME/ 51ZE I &ROH TYP. WATER COMMON NAME SPAGIN6 COLOR PATTERN APPLIC HEIGHT U5A&E LOCATION QUANTITIE5COMMENT5 TREES i • - T-1 GINNAMOMUM CAMPHORA/ 36" BOX CAMPHOR TREE �1 ill n FRAGANT MITE/ SLOW EVERGREEN 40' LOH / PER PLAN 2 MULTI -TRUNK YELLOH FLOHER5 SHADE TREE MOD. - T-2 GH TAC CHINENE15/ 24" BOX GREEN TO RED MOD. DECIDUOS 20' LOH PARKIN& 21 STANDARD P FLOHER5 FLOHERINB LOT ACCENT TREE PROTECT IN PLACE T-3 PODOCARPUS &RACILIOR/ 24" BOX/ DEEP GREEN MOD. EVER&REEN 60 LOH / PARKING 15 STANDARD FERN PINE PER PLAN FOLIAGE SHADE TREE MOD. LOT Q 5-1 — T-4 LA6ER5TROEMIA INDICA 24" BOX DARK PURPLE MOD. FLOHERING 10' LOH PER PLAN 22 STANDARD 'CATAHBA'/ 'PINKIEY FLOWERS/ RED ACCENT TREE ACCENT SHRUB MOD. GRAPE MYRTLE FOLIAGE IN FALL INDIAN! HAWTHORN — T-5 PHOENIX ROEBELINII/ TO BE SUPPLIED DEEP 6REEN 5LOH TROPICAL 10' MOD. MAIN ENTRY 6 STANDARD FAN PATTERN PY&MY DATE PALM BY OHNER FOLIA&E 61 EFFECT PALM PROP. BLDG 'BRONZE BABY'/ T-6 WA6HIN6TONIA ROBUST MEXICAN FAN PALM T-7 1-I6USTRUM LUGIDUM 6LO55Y PRIVET PL. AREAS A/ 25' B.T.F. DEEP &KEEN FAST TROPICAL 100' LOH NORTHEN d 4 STANDARD FAN SHAPE EFFECT PALM EASTERN FOLIAGE TO LINE STREETS PERIMETER PL. AREAS 24" BOX/ EVERGREEN FAST EVERGREEN 15' MOD. STREET 30' O.C.1 O�S ACCENT TREE TREE MITE FL STANDARD &ROUNDCOVER5: ® 6-I LANTANA MONTEVIDEN515/ FLATS ® 8" O.C. PURPLE FAST FLOHERINB 21 MOD. PER PLAIN W,178 S.F. PURPLE LANTANA FLONERS AGENT &ROUND COVER a- - - = 5-2 TRACHEL05PERMUM FLATS ® 6" O.C. FRA&ANT SLOW FRA&ANT I8" LOH / PER PLAN 5,100 S.F. JASMINOIDES/ HHITE FLOHERIN6 MOD. STAR JASMINE FLOWERS ACCENT GROUND NO -E: COVER I. EXTEND &ROUNDCOVER UNDER SHRUBS 2. ALL PLANTING AREAS SHALL RECEIVE 3" THICK BARK MULCH GROUND COVER 3. THE PROJECT HILL BE BUILT AT ONE TIME. IT HILL NOT BE PHASED 4. ALL LANDSCAPE AREAS EON £ OFF SITE) HILL BE MAINTAINED BY THE OkfeR OF THE PROPERTY PARKIN& LOT ,MADE AN61,Y51 PARKING SPACE AREAS: 11,165 5F SHADED PARKIN& SPACE AREAS: 8,516 5F. PERCENTA&E OF SHADED PARKIN& SPACES: 51 % 51TE FEATURES LEC2= Q1 12" WIDE CONCRETE CONVENIENCE HALK PER CIVIL PLANS 0 FENCE AND HALL TYPE @ DETAILS PER ARCHITECTURAL PLANS Q 131KE RACK DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY APPROVAL BY TRANSPORTATION DEPARTMENT IS EI GROUND SERVICE ALERT FOR THE AREA WTHIN THE RIGHT OF WAY ONLY. COUNTY COUNTY OF RIVERSIDE ED WITHIN THESE PLANS SHALL NOT QR1>FESSJ% TRANSPORTATION DEPARTMENT TIL AN ENCROACHMENT PERMIT �o� D. FpF�Q APPROVED BY: NG PERMIT HAS BEEN ISSUED. 'r NO. 45702 ININO THESE FLANS IS RESPONSIBLE FOR ASSURING THE EXP. 12-31-10 ALAND. FRENCH DATE JTY Of THE DESIGN HEREON, IN THE EVENT OF si CIV1V R.C.E. 4 .12-31-10 TER COUNTY APPROVAL OR DURING CONSTRUCTION, THE q �P /+ �E RESPONSIBLE FOR DETERMtNtNO AN ACCEPTABLE MARK BY DATE APPR. DATE A' CAL1Ftri iE PLANS FOR APPROVAL BY THE COUNTY. K'Mf Thi€ . , REVISIONS rnl u,IT, -COMMENDED DATE BY: IAN DAVIDSON, LANDSCAPE ARCHITECTURE 3547 MARKET STREET tNR[. RIVERSIDE, CA 92501 uu65u>E w n.. 951 6831283. FAX 951 683 4352 E-MAIL DAVID50NOIDLAINC.COM REU5TRATION NO, 2651 NO. 2651 EXP. 06/2011 DATE BENCHMARK: BRASS DISK STAMPED L1144 RESET 1977 IN TOP OF CATCH BASIN AT THE NORTHEASTERLY CORNER 0' WALLACE STREET AND MISSION BOULEVARD. ELEVATION: 773.50 SCALE: AS SHOWN COUNTY WEST RIVERS MENES AVE. YET i;UUN I Y FILE NO.•► T-6 EXISTIN& PALM TREE --- --- --- --- TO REMAIN PROTECT IN PLACE SHRUBS: Q 5-1 RHAPHIOLEP15 INDICA 5 GAL PINK FLOHERS SLOW FLOHERINB 3'-3' LOH J PER PLAN q8 PER PLAN 'PINKIEY ACCENT SHRUB MOD. INDIAN! HAWTHORN (8— 5-2 PHORMIUM TENAX 5 BAL REDDISH DEEP FAST FAN PATTERN 3' LOH / PER PLAN 61 PER PLAN 'BRONZE BABY'/ BROHN POLIA&E ACCENT SHRUB MOD. FLAX ® 5-3 SALVIA LEUCANTHA/ 5 GAL PURPLE FLOHER5MOD. FLOHERIN5 4' LOH PER PLAN 53 PER PLAN MEXICAN SA&E ACCENT SHRUB 3— 5-4 HEMEROCALLIS HYBRID I GAL RED FLOHER5 FAST FLOHERIN6 4' LOH PER PLAN 83 PER PLAN MOD. ACCENT SHRUB VINES: RED BARONY DAY LILY V-1 FICUS REPENS/ I &AL. GREEN FAST EVERGREEN 30' MOD. ENCLOSURE 46 TRAIN TO CREEPIN6 FIG FOLIAGE VINE d PERIMETER HALL HALLS ® V-2 MACFADYENA unguls-cati I GAL. YELLOH FAST FLOHERING 50' MOD. SOUTHERN 14 TRAIN TO CAT'S CLAN TRUMPET ACCENT HALL5 HALL FLOHER'S VINE &ROUNDCOVER5: ® 6-I LANTANA MONTEVIDEN515/ FLATS ® 8" O.C. PURPLE FAST FLOHERINB 21 MOD. PER PLAIN W,178 S.F. PURPLE LANTANA FLONERS AGENT &ROUND COVER a- - - = 5-2 TRACHEL05PERMUM FLATS ® 6" O.C. FRA&ANT SLOW FRA&ANT I8" LOH / PER PLAN 5,100 S.F. JASMINOIDES/ HHITE FLOHERIN6 MOD. STAR JASMINE FLOWERS ACCENT GROUND NO -E: COVER I. EXTEND &ROUNDCOVER UNDER SHRUBS 2. ALL PLANTING AREAS SHALL RECEIVE 3" THICK BARK MULCH GROUND COVER 3. THE PROJECT HILL BE BUILT AT ONE TIME. IT HILL NOT BE PHASED 4. ALL LANDSCAPE AREAS EON £ OFF SITE) HILL BE MAINTAINED BY THE OkfeR OF THE PROPERTY PARKIN& LOT ,MADE AN61,Y51 PARKING SPACE AREAS: 11,165 5F SHADED PARKIN& SPACE AREAS: 8,516 5F. PERCENTA&E OF SHADED PARKIN& SPACES: 51 % 51TE FEATURES LEC2= Q1 12" WIDE CONCRETE CONVENIENCE HALK PER CIVIL PLANS 0 FENCE AND HALL TYPE @ DETAILS PER ARCHITECTURAL PLANS Q 131KE RACK DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY APPROVAL BY TRANSPORTATION DEPARTMENT IS EI GROUND SERVICE ALERT FOR THE AREA WTHIN THE RIGHT OF WAY ONLY. COUNTY COUNTY OF RIVERSIDE ED WITHIN THESE PLANS SHALL NOT QR1>FESSJ% TRANSPORTATION DEPARTMENT TIL AN ENCROACHMENT PERMIT �o� D. FpF�Q APPROVED BY: NG PERMIT HAS BEEN ISSUED. 'r NO. 45702 ININO THESE FLANS IS RESPONSIBLE FOR ASSURING THE EXP. 12-31-10 ALAND. FRENCH DATE JTY Of THE DESIGN HEREON, IN THE EVENT OF si CIV1V R.C.E. 4 .12-31-10 TER COUNTY APPROVAL OR DURING CONSTRUCTION, THE q �P /+ �E RESPONSIBLE FOR DETERMtNtNO AN ACCEPTABLE MARK BY DATE APPR. DATE A' CAL1Ftri iE PLANS FOR APPROVAL BY THE COUNTY. K'Mf Thi€ . , REVISIONS rnl u,IT, -COMMENDED DATE BY: IAN DAVIDSON, LANDSCAPE ARCHITECTURE 3547 MARKET STREET tNR[. RIVERSIDE, CA 92501 uu65u>E w n.. 951 6831283. FAX 951 683 4352 E-MAIL DAVID50NOIDLAINC.COM REU5TRATION NO, 2651 NO. 2651 EXP. 06/2011 DATE BENCHMARK: BRASS DISK STAMPED L1144 RESET 1977 IN TOP OF CATCH BASIN AT THE NORTHEASTERLY CORNER 0' WALLACE STREET AND MISSION BOULEVARD. ELEVATION: 773.50 SCALE: AS SHOWN COUNTY WEST RIVERS MENES AVE. YET i;UUN I Y FILE NO.•► PLANTINO NOTES I. CONTRACTOR 15 TO COMPLY WITH FEDERAL, STATE AND LOCAL LAWS AND RE+ULATION5 PERTAINING TO THE INSPECTION OF PLANT MATERIALS FOR DISEASES AND INSECT INFESTATION. 2. FOR TREE STAKING AND SHRUB PLANTING REQUIREMENTS REFER TO THE WORKIN& DRANIN655 AND SPECIFICATIONS. 3. LANDS ARCHITECT SHALL APPROVE ALL PLANT MATERIALS FOR CONFORMANCE TO THE PLANS AND 51TE CONDITIONS AND THE FINAL PLACEMENT OF THE PLANT MATERIAL PRIOR TO INSTALLATION. CONTACT LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DIGGING PLANT PITS. 4. CONTRACTOR SHALL CHALK OUT INTENDED TREE LOCATIONS FOR ALL TREES OF 15 GALLON SIZE AND LAR67ER, AND CONTACT LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DIGGING PLANT PITS. 5. ALL TREES SHALL BE EQUAL TO, OR 9URPA55 "VALLEY CREST" STANDARDS FOR 51ZE AND QUALITY. b. ALL SHRUBS SHALL BE EQUAL TO, OR SURPASS "NINES" STANDARDS FOR SIZE AND QUALITY. 7. CONTRACTOR SHALL USE NURSERY TAGS TO VERIFY ALL PLANT MATERIAL SPECIES, VARIETY AND 51ZE IN ACCORDANCE WITH THE PLANTIN& PLAN AND WITH THE AMERICAN A550CIATION OF NURSERYMEN "STANDARD OF PRACTICE." 8. PLANT MATERIAL SHALL BE HEALTHY, WELL-DEVELOPED AND REPRE5iTATIVE OF THEIR 5PECIE5 AND VARIETIES. MATERIALS SHALL BE FREE FROM 015FI&UREMENT5, AND HAVE WELL-DEVELOPED BRANCHSTRUCTURE AND ROOT 5Y5TEM5. CONTRACTOR TO COMPLY WITH THE FOLLOWING CONDITIONS: A. DO NOT PRUNE ANY PLANT MATERIALS PRIOR TO DELIVERY WITHOUT SPECIFIC APPROVAL FROM THE LANDSCAPE ARCHITECT. B. PLANTS ARE SUBJECT TO INSPECTION FOR SIZE, SPECIES, VARIETY, CONDITION, LATENT DEFECTS, AND INJURY PRIOR TO DELIVERY TO THE PROJECT 51TE AND AT ANY TIME DURING THE COURSE OF CONSTRUCTION. C. MATERIAL DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT HILL NOT BE DELIVERED TO THE PROJECT SITE OR WILL IMMEDIATELY BE REMOVED FROM THE SITE IF ALREADY DELIVERED. D. CONTRACTOR SHALL BE PREPARED TO 5HON THAT PLANT MATERIAL 15 NOT ROOT BOUND TO THE 5AT15FACTION OF THE LANDSCAPE ARCHITECT. 3. LANDSCAPE ARCHITECT RESERVES THE RI&HT TO TA& ALL PLANT MATERIALS AT THE NURSERY OF H15 CHOICE FOR USE ON THE PROJECT. q. SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT THE LANDSCAPE ARCHITECT'5 PRIOR WRITTEN APPROVAL. IQ. IF A SPECIFIED PLANT SPECIES OR VARIETY 15 NOT OBTAINABLE, THE CONTRACTOR MAY SUBMIT A PROPOSAL TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION TO PROVIDE THE NEAREST EQUIVALENT SIZE OR VARIETY. 11. THE CONTRACTOR SHALL PROVIDE A WRITTEN &UARANTEE TO THE OWNER THAT ALL PLANT MATERIAL WILL &ROW IN A VIGOROU5-AND HEALTHY MANNER FOR THE FOLLOWING PER1005 OF TIME: A. LESS THAN 5 GALLON 51ZE: bO DAYS. B. 5 GALLON TO 15 &ALLON 51ZE: 180 DAYS. C. 15 GALLON AND LAR&ER (INCLUDING ALL PALM TREES): I YEAR. 12. THE 6IARANTEE FOR EACH PERIOD SHALL BE&IN ON THE DATE OF FINAL ACCEPTANCE OF THE PROJECT AFTER THE SUCCESSFUL COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. 13. CONTRACTOR SHALL REPLACE ALL DEAD, DYING OR UNHEALTHY PLANTS DURING THE GUARANTEE PERIOD. 14. REPLACEMENT PLANTS SHALL MATCH THE ORI&INAL IN 5PEGIE5, VARIETY SIZE AND CHARACTER. "RT DIAL BEFORE TWO WORKING YOU DIG DAYS BEFORE YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. E PRIVATE ENGINEER SIGNING, THESE PLANS IS...RESPONSIBLE FOR ASSU© NG THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL DE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE MARK BY DATE SOLUTION AND REVISING THE PLAN'S FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS 2x ROOTBALL DIA -7 1 TREE GUYING MULTI -TRUNK TREE [PER PLAN] RUBBER HOSE OVER WIRE TRUNK (TYP) I &UY WIRE (NO 5PLICE5) I^I/ TURNBUCKLE SLEEVE OVER WIRE [I EA. PER GUY WIRE] ,,,—EARTH WATERING BASIN �—FINISH GRADE STAKES PLANT TABLETS PER SPECIFICATIONS ROOTBALL, SET GROWN 2" ABOVE THE FIN15H GRADE COMPACT BACKFILL MIX PER SPECIFICATIONS 15. THE CONTRACTOR SHALL KILL AND/OR REMOVE ALL EX15TINO WEEDS FROM THE 51TE PRIOR TO THE START OF CONSTRUCTION. TREAT 501L IN ALL AREAS SCHEDULED FOR PLANTIN&, 5EEDIN6, OR TO RECEIVE INERT GROUNDCOVER MATERIALS WITH A PRE-EMER&ENT HERBICIDE AS RECOMMENDED AND APPLIED BY A LICENSED PEST CONTROL SPECIALIST. REAPPLY PRE -EMERGENT AFTER ROOTED 6ROUNDGOVER5 HAVE BEEN PLANTED. Ib. ALL TREES SHALL BE PLANTED A MINIMUM OF 2' FROM ALL PAVING, WALLS, BUILDINGS, MONCURB5, HEADERS, TURF EDGE, ETC., UNLESS OTHERWISE NOTED ON PLANS. 17. ALL LANDSCAPE PLANTERS, GROUNDGOVER AND NEW SHRUB AREAS ARE BE MULCHED AT THE GONCLU51ON OF PLANTIN& OPERATION. 3" DEEP LAYER IN AREAS OF &ROUNDGOVER, 2" DEEP LAYER IN ALL SHRUB AREAS (GONTINUOU5). 18. SOIL PREPARATION AND BACKFILL RECOMMENDATIONS CONTAINED WITHIN THE SPECIFICATIONS OR CONSTRUCTION DRAWINGS OR DETAILS ARE FOR BID PURPOSES ONLY. FINAL 501L RECOMMENDATION FROM AN APPROVED AGRICULTURAL SOILS LAB WILL DETERMINE THE ULTIMATE 501L PREPARATION AND BACKFILL MIX. ILI. A COPY OF THE SOILS REPORT SHALL BE GIVEN TO THE LANDSCAPE ARCHITECT PRIOR TO ANY WORK REIN& DONE. THE CONTRACTOR SHALL NOTIFY THE OWNER OFFICER OF ANY SOIL PROBLEMS THAT MI&HT AFFECT PLANT &RONTH. 20. INSPECTIONS; A. INSPECTIONS WILL BE REQUIRED. B. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT AT LEAST 48 HOURS (2 WORKING DAYS) IN ADVANCE OF AN ANTICIPATED INSPECTIONS REQUIRED AT EACH OF THE STEPS BELOW: 1. AT COMPLETION OF FIN15H GRADIN& WORK FOLLOWING SOIL PREPARATION WORK. 2. WHEN CONTAINER PLANTS ARE SPOTTED FOR PLANTIN&, BUT BEFORE PLANTIN& HOLES ARE EXCAVATED. 3. WHEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED WORK HAS BEEN COMPLEGTED. 4. AT START OF PLANT ESTABLISHMENT PERIOD. 5. AT END OF PLANT ESTABLISHMENT PERIOD, PRIOR TO FINAL ACCEPTANCE OF THE PROJECT FOR MAINTENANCE. 21. MAINTENACE PERIOD: A. MAINTENANCE PERIOD SHALL BE q0 DAYS. APPROVAL BY TRANSPORTATION DEPARTMENT IS FOR THE AREA WITHIN THE RIGHT OF WAY ONLY. COUNTY COUNTY OF RIVERSIDE QRoFESS,gi, TRANSPORTATION DEPARTMENT D. p'i¢�ra to APPROVED Ile NO. 45702 P1391 EXP. 12-31-10 ALAN D. FRENCH DATE q CMV �p R.C.E. 4 0 P.12-31-10 APPR. DATE Q` CA1a rnI IKI TV COMMEN DATE N.T.S 3" DEEP MULCH ETABLETS PERCIFI EARTH WATERIN& BA51N [RAKE SMOOTH PRIOR TO PLANTING GROUND COVER] 4 FIN15H &RADE , �— ROOTBALL, SET GROWN FLUSH W/FINI5H &RADE COMPACT BACKFILL MIX [PER PLANTIN& NOTES] 6 I SHRUB PLANT I N6 BY. IAN DAVIDSON, LANDSCAPE ARCHITECTURE i 7 3547 MARKET STREET RIVERSIDE, CA 92501 L 951 683 1283 . FAX 951 683 4352 E-MAIL: 1 DAVI DSONCI DLAI NCCOM REGISTRATION NO. 2651 NO. 2651 EXP. " MINIMUM 3 ROOT13ALL 2X ROOTBALL S I PLANTNIS BENCHMARK: BRASS DISK STAMPED L1144 RESET 1977 IN TOP OF CATCH BASIN AT THE NORTHEASTERLY CORNER 01 WALLACE STREET AND MISSION BOULEVARD. ELEVATION: 773.50 SCALE: AS SHOWN I - CONTAINER PLANT WATERING FINISH &R, COUNTY OF RIVET WEST RIVERSIDE VET MENNES AVE. AND TV EIS 501L O Y'P) 5) TABLETS R SPECS,) + PREVAILIN& HIND NOTE: QUEEN PALMS TO RECEIVE ROOT NOTE: STAKES 'SMALL NOT BARRIERS ONLY WHEN OBSTRUCTIONS PIERCE ROOTBALL, AND SHALL ARE ON TWO OR MORE SIDES AND EXTEND INTO UNDISTURBED CREATE A 5' NIDE PLANTER OR LESS. SOIL. R LE PALM DEEPROOT LB 1&-2 LINEAR ROOT BARRIER, 18" DEEP X 2411 TIRE STRIP TIE AT S LOCATIONS LON& 5E&MENT, INSTALLED PER MANUFACTURERS SPECS. 10 L.F. PER PALM TREE. ,2" (P 1-0065EPOLE PINE STAKE PLA TRUNK GUARD PLASTIC "ARBOR` -CARD" AS MF&'V BY DEEPROOT LB I5-2 LINEAR ROOT _ DEEP ROOT CORP. TREE BARRIER, 011 DEEP AND SHALL 4 EXTEND 5' (MIN.) IN EITHER O p ' SEE STD. DETAIL 1OOf FOR DIRECTION FROM CENTER OF TREE, iPLANTIN& INFORMATION. INSTALLED PER MANUFACTURERS SPECS. IIIII� LOD&EPOLE 'PIS _�Illliiilll ;; , 111111 i —IIIA �r STAKE—�--�- 6'-O" OR LESS :w ig TREE TRUNK &ALV. NAIL CONCRETE WALK BUILDING b" MIN. (--UNDISTURBED SOIL WALL, &ARDEN MALL, CURB OR OTHER HARD5CAPE FEATURE " 0 x 24" LON& PERFORATE? DRAIN PIPE SET FLUSH TO FIN. GR. SECTION FILLED W/PEA GRAVEL 4 ROOT BARRIER N.T.S. I I OUBLE STAKE 5>FAIL N.T.S. 3" DEEP MULCH ETABLETS PERCIFI EARTH WATERIN& BA51N [RAKE SMOOTH PRIOR TO PLANTING GROUND COVER] 4 FIN15H &RADE , �— ROOTBALL, SET GROWN FLUSH W/FINI5H &RADE COMPACT BACKFILL MIX [PER PLANTIN& NOTES] 6 I SHRUB PLANT I N6 BY. IAN DAVIDSON, LANDSCAPE ARCHITECTURE i 7 3547 MARKET STREET RIVERSIDE, CA 92501 L 951 683 1283 . FAX 951 683 4352 E-MAIL: 1 DAVI DSONCI DLAI NCCOM REGISTRATION NO. 2651 NO. 2651 EXP. " MINIMUM 3 ROOT13ALL 2X ROOTBALL S I PLANTNIS BENCHMARK: BRASS DISK STAMPED L1144 RESET 1977 IN TOP OF CATCH BASIN AT THE NORTHEASTERLY CORNER 01 WALLACE STREET AND MISSION BOULEVARD. ELEVATION: 773.50 SCALE: AS SHOWN I - CONTAINER PLANT WATERING FINISH &R, COUNTY OF RIVET WEST RIVERSIDE VET MENNES AVE. AND TV EIS 501L O Y'P) 5) TABLETS R SPECS,) 01000 GENERAL REQUIREMENTS A. Contractor's Duties: 1-, Except as specifically noted, provide and pay for: a. Labor, materials and equipment. b; Tools, construction equipment and machinery. c. Water, heat, and utilities required for construction. d. Other facilities and services necessary for proper execution and completion of work. 2 Pay legally required sales, consumer, and use taxes. 3. Secure and pay for, as necessary for proper execution and completion of work, and as applicable at time of receipt of bids: a. Permits, b. Government fees, c. Licenses. 4. Give required notices. 02441 LANDSCAPE IRRIGATION SYSTEM A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves and other components which may be required. Carefully investigate the structural and finished conditions affecting the work and plan accordingly. Furnish such fittings and components as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. Install the work in such a manner as to avoid conflicts between irrigation system, planting, and architectural features. Equipment shown in paved areas is for design clarification only. Install such equipment within planted areas wherever possible. B. Do not willfully install the irrigation system as shown on the drawings when if is obvious in the field that unknown obstructions, grade differences or discrepancies in area dimensions exist that might not have ben consider in engineering. C. Record and As -Built Drawings: Provide Owner with reproducible set of "As -Built F. GA rantee the landscape irrigation system for a period and year. Provide a written guarantee in the form .ipulated in the General Conditions. nimum Requirements for Piping and Fittings: abestos cement: Class 150, A C400. ,ast-iron fittings for ACP: ANSI 21.10 and A D. lolvanized steel: Schedule 40, mild steel screwed e. 'alvanized malleable iron fittings: ANSI B-16.3. lard drawn copper Type K: ANSI H-26.1 and ASTM Drought copper or bronze solder fittings: ANSI B- .22. IVC constant pressure main line piping two inches d larger: Rubber -ring joint, PVC Class 160; or ant weld joint, PVC Class 315. VC constant pressure main line piping 1-1/2 es and smaller: Solvent weld joint, PVC Pule 40. aVC intermittent pressure lateral line piping: ent weld, joint, PVC Class 200, Schedule 40. PVC fittings: PVC Schedule 40 solvent weld and ory manufactured, of Schedule 40 with rubber - Mall PVC plastic pipe and fittings below grade. C pipe: NSF -approved Type 1, Grade 1 compound rming to ASTM D 1784. and ASTM D 2466. C Schedule 40 and Schedule 80 pipe: ASTM D 1785 C Class 160, Class 200, and Class 315 solvent and Ring -Tight pipe: ASTM D 2241. C solvent cement: ASTM D 2564. kflow Prevention: e type as indicated on the drawings. piping between point of connection and ,w prevention unit to be of material as d by local code. itrol Wiring to direct PP it t burial copper wire UWG-U.F. 60{) volt Anne tions between the automatic controller :tie e ectric control valves. No ware size HIN THESE PLANS SHALL NOT ENCROACHMENT PERMIT 3MIT HAS BEEN ISSUED. Is THE THE . 57 less than #14. Use black color wire for pilot, white for common. 2. Install wiring along some route as pressure mainline supply or lateral lines whenever possible. 3. Where more than one wire is placed in a trench, tape wiring together at ten foot intervals. 4. Provide an expansion curl within three feet of each wire connection. 5. Make splices with Scotch -Lok #3577 Connector Sealing Packs of Pen-Tite wire connectors. Use one splicer per connector Sealing Packs or Pen- Tite wire connectors. Use one splice per connector sealing pack. Field splices will not be permitted. I. Sprinkler Head: 1. Use sprinkler heads of the some size, type and some rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown on the drawings. 2. All sprinkler heads of the some type to be of the some to be to the same to be of the manufacturer. 3. install in the riser nipple of each impact head one line sized Vaicon #ADV Anti -Drain Valve. J. Water Supply: 1. System design is based on minimum operating pressure shown at each point of connection. Maximum GPM demand specified. Verify all pressures on site prior to construction. K. Electrical Supply: 1. 120 volt electrical power outlet for automatic controller to be provided by others. Make required electrical connection of automatic controller to outlet. L. Installation: 1. Provide a minimum of eighteen inches cover for all pressure supply lines. 2. Provide a minimum of twelve inches cover for all intermittent pressure lateral lines. 3. Provide a minimum of eighteen inches cover for all control wiring. 4. All pipe under paved areas to be PVC Schedule 40 installed prior to paving. 5. In addition to control wire sleeves shown on the drawings, install wire sleeves of sufficient size under all paved areas prior to paving. 6. Final locations of automatic controller shall be determined by the Owner and/or Landscape Architect. 7. Flush irrigation system piping prior to installation of sprinkler heads. 8. Install the sprinkler heads as designed on the drawings. Do not exceed maximum spacing of heads indicated on the drawings and in no case exceed the maximum recommended by the manufacturer. M. Adjustment of the System: 1. Flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings. Select the best degree of arc to fit existing site conditions. 2. Set all sprinkler heads perpendicular to finished grades unless other wise designated on the drawings. 02480 LANDSCAPE PLANTING A. On Site Soil Inspection: 1. In addition to these documents, comply with the recommendations of the Soil Suitability and fertility Analysis Report. 2. Where no soils report is available, obtain a soil test after rough grading has been completed. Soil test shall be conducted by Soil and Plant Laboratory, P.O. Box 6566, Orange, CA, (714) 282- 9777. Send copy of soils report and recommendations to the Landscape, Architect. B. Submittals: 1. Submit delivery slips for material to Owner to verify specified quantities of bulk deliveries of soil amendments and fertilizers. 2. Seed mixtures: Furnish dealers guaranteed statement of composition of mixture. C. Product Delivery, Storage and Handling: 1. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analyysis name, trade mark, and conformance to Mate law. REVISIONS D. f9 NO. 45702 EXP. 12-31-10 EP ICA111F 2. Deliver plant material with legible identification labels. 3. Label trees, evergreens, bundles or containers of like shrubs. or ground cover plants. 4. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. 5. Maintain and protect plant material not to be planted within four hours of delivery. D. Job Conditions: 1. Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. E. Substitutions: 1. Substitute plant material for the indicated plant material will not be permitted unless specifically approved in writing by the Landscape Architect. F. Guarantee: 1. Guarantee boxed and field grown trees to "live and grow" in an "acceptable, upright position" for a period of one year after completion of the specified maintenance period and final acceptance. Definition of "live and grow" and "acceptable upright position" shall mean that the tree must, during the guarantee period, sustain a healthy, vigorous appearance. If the tree, during the guarantee period does not sustain this appearance, remove and replace it with a tree equal to the 2. Guarantee all rooted cuttings, sod, and container plant materials up to and including 15 -gallon size as to growth and health for a period of 90 days after completion of the specified maintenance period and final acceptance. 3. Remove and replace all guaranteed plant material which for any reason fails to meet the requirements of the guarantee within 15 days of written notification by owner. Replace with plant materials originally specified and provide G. Plant Establishment Period: 1. Minimum 30 calendar days to be completed before the Landscape Architect will recommend acceptance by the Owner. H. Maintenance Period: 1. 90 calendar days from the date of acceptance. I. Topsoil: 1. Use natural friable soil of the region, free from lumps, clay, toxic substances, sticks, debris, vegetation, stones over one inch in minimum dimension, and containing no decomposed stone, salts, or alkali. 2. Silt plus clay content not to exceed 15 % by weight. 3. Boron content not to exceed 1 PPM as measured by the saturation extract. 4. Sodium absorption ratio (SAR) not to exceed 6 and the electrical conductivity or the saturation extract not to exceed 3.0 millimhos per centimeter at 25m C. 5. Free from herbicides. 6. Free from noxious weeds. J. Organic Amendment: 1. Nitrogen Stabilized: a. 0.4 to 0.6% N biasedon dry weight for redwood sawdust. standard sieve. c. 0-3t9 passing 500 micron (No. 35, 32 mesh) standard sieve. 3. Soluble Salts: a. Maximum 3.5 millimhos/centimeter 0 25m C. as determined by the saturation extract method. K. Organic Soil Conditioner with Fertilizer: 1. Use Gro -Power -Plus as manufactured by Southern California Organic Fertilizer Co. (213) 245-6849. L. Commercial Fertilizer: 1. Use commercial fertilizer, uniform in composition, free flowing, conforming to State Land Federal laws, and suitable for application with equipment designed for that purpose. 12-12-12 unless otherwise indicated. 2. Where indicated, use Agriform Plant Tabs 20-10-5, 21 gram tablets at rote prescribed in manufacturer's written specification. M. Plant Material: 1. Use plants of the variety and size as indicated on the drawings. 2. Tag one each of each bundle or lot with the plant APPROVAL BY TRANSPORTATION DEPARTMENT IS FOR THE AREA WITHIN THE RIGHT OF WAY ONLY. name in accordance with the recommendations of the American Association of Nurserymen. 3. Use plants that have a habit of growth that is normal to the species, are sound, healthy, vigorous and free from insect pests, plant diseases, sun scalds, fresh abrasions of the bark, excessive abrasions of the bark, excessive abrasions or other objectionable disfigurements. Tree trunks to be sturdy and well hardened off. N. Tree Staking Material: 1. Copper Maphthanate, Green Calor impregnated Lodge Pole Pine: a. 10 feet long for 5 and 15 gallon trees. b. 12 feet long for 24" box and larger trees. 2. Steel Pipe Stakes: a. 2" (2-3/8" O.D.) Schedule 40 galvanized steel pipe. b. 10'-6" long with end cap. Paint flat block. 3. Tree ties: a. Single stake: Cinch -tie as manufactured by V.I.T. Company. b. Double stake: Twist -brace as manufactured by V.I.T. Company. 0. Vine Ties: 1. Adhering: a. Clear plastic disc with eye. b. Secure to surface with adhesive. c. Attach vines to disc with green plastic covered wire ties. 2. Non -Adhering: a. 1/2" diameter stainless steel eyebolts. b. Secure to wail with lead shields. c. 12 gauge galvanized steel wire. Cl. Attach vines to wire with green plastic covered wire ties. P. Herbicides: 1. Pre -Emergence Herbicides: a. Dymid: Granular or wettable powder, as manufactured by Elanco. Use in conjunction with Treflon, granular or emulsifiable. b. Enide 50W. As manufactured by Tuco Products Company. c. Eptom 6E. As manufactured by Stauffer Chemical Company. 2. Contract Herbicides: a. Ortho Parquat. as manufactured by Ortho Division of Chevron Chemical Company. Use with Ortho -X-77 Spreader (Surfactant). b. Rod -E -Cate 35. As manufactured by Vineland Chemical Company. Q. Gravel Sump: 1. 3/4 to 1 diameter sharp crushed rock gravel. R. Hydraulic Seeding Materials: t Y 9 1. Fiber: Cellulose fiber. Conwed Hydra Mulch or Silvo Fiber. 2. Fertilizer: a. 8-3-2 + 3% Fe. 3. Organic Soil Stabilant. a. Ecology Control M -Binder. b, Terra -Track Ill. S. Soil Preparation Mix (Mixture per each 1,000 square_ Feet): 1. 6 cubic yards nitrogen stabilized organic amendment. 2. 15 lbs. 12-12-12 Commercial fertilizer. 3. 200 lbs. Agricultural Gypsum. T. Planting Soil Mix (Mixture for plant pit backfill): 1. Topsoil ..........................6 parts by volume 2. Organic Amendment................4 parts by volume 3. Agr'rform fertilizer tablets: a. Per each 15 gallon plant .... 4 tablets b. Per each 5 gallon plant ..... 3 tablets c. Per each 1 gallon plant ..... 1 tablets d. Box trees ..... ............1 tablet per 1/2" of trunk caliper U. Preparation: 1. Verify that final grades have been established prior to beginning planting operations, 2. Do not work soil when moisture content is so great that, excessive compaction will occur nor when it is so dry that dust will form in the air or that clads will not break readily. Apply water as required to provide ideal moisture for filling and for planting. 3. Remove and dispose of all weeds and buried debris COUNTY OF RIVERSIDE PREPARED BY: TRANSPORTATION DEPARTMENT* D APPROVED BY: L a, &on, 5 auw t L ALAN D. FRENCH DATE R.C.E. 4''702 E1LP.12-31-10 'Pr�qAOF £ q �RCCQMMENDDATE CERT NO. 2651 EXP IAN DAVIDSON, LANDSCAPE ARCHITECTURE 3547 MARKET STREET RIVERSIDE, CA 92501 951 6831283. FAX 951 683 4352 E-MAIL: DAVI DSONGI DLAI NC.COM REGISTRATION NO. 2651 1 DATE found upon any excavation to any convenient legal dump or offside location at no experience to the Owner. 4. Make all soil areas smooth and even with finish grades 1 inch below the surface of walks, paved areas and curbs and slightly less than flush with catch basins, manholes, cleonouts, valve boxes and similar features. 5. Cultivate all areas to be planted to a depth of at least 6 inches so that the soil is loose and friable, For the top two inches of soil in all cultivated areas, remove all stones, roots and other deleterious matter which might be a, hinderonce to planting and maintenance. 6. For planting areas, uniformly broadcast and thoroughly incorporate soil amendments to a depth of , four inches by means of a rototiller or accepted equal. V. Herbicide Application: 1. Pre -Emergence Herbicide: Apply to, planting areas, except lawns, in accordance with manufacturers recommendations. After application, apply one to; two inches of water. 2. Contract Herbicides: Apply per manufacturer's recommendations to areas to receive' town. Prior to application, moisten areas for 14 days to encourage weed germination and growth. Apply contact herbicide before weeds attain six inches in height. Remove higher weed growth manually. W. Planting: 1. Do not commence planting until all construction work, grading, soil improvements and irrigation system installation have been completed, 2. When plant material is spaced; in rows, verify the total dimension and space the plants equally ` within the designated area. Where plant material is shown in random pattern, space the material as shown on the drawings and as directed by the Landscape Architect. 3. Dig plant pits with level bottoms, width twice the diameter of the root ball and six inches deeper than the length of the root ball, unless otherwise indicated. 4. Provide gravel filled auger drilled drainage sumps for all tree pits indicated on the drawings, see plan details for number and size. 5. Setlants in plant pits so that the bear the p y some relation to soil level when planted as they did when in container. Center plant in pit. 6. Backfill plant pit with specified soil mix. Backfill remainder of pit with planting soil. Firm down, eliminating all air pockets. Do not pack. Form a shallow basin around the plant to hold enough water to saturate the root ball and backfill. Water plants in immediately after planting. 7. Fill all planters with planting soil to within three inches from top of planter. X. Staking of Trees: 1. Boxed Trees: a, Stake trees designated to be installed, as per detail, with stokes or stake on windward side of tree. b. Set trees in plant pit, drive one tree stoke 30 inches to firm soil next to root ball, backfill pit with prepared soil mix. c. Secure tree to stake with two "Cinch -Ties" per manufacturer's recommendations, 2. Container Trees -Double Stake: a. Set trees in pliant pit, drive one lodgepole tree -stake into firm soil next to the root ball on each side and backfill pit with prepared soil mix. Secure tree to stokes with "Twist -Brace" per b p manufacturers recommendations. 3. Container Trees-Singlele -Stake: a. Set trees in plant pit, d ive one Iod e oletree Y. 1 BENCHMARK: BRASS DISK STAMPED L1144 RESET 1977 IN TOP OF CATCH BASIN AT THE NORTHEASTERLY CORNER 01 WALLACE STREET AND MISSION BOULEVARD.. ELEVATION: 773.50 SCALE: AS SHOWN 10 inches into firm sail next d backfill pit with prepared s3 :ure tree to stake with two :acturer's recommendations. all plant material: plans to remain transplanting. 1 so that the soil nting plant from ortionate amount Ire a minimum du, :ss all rooted cut. COUNTY { WEST RIVERSI MENNES AVE.' or as not fall op( Plant each floc soil in: a �bonce to the Is planted ureal root