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HomeMy WebLinkAbout1743-L DEVELOPER/OWNER CITY OF RANCHO CUCMONGA 10500 Civic Center Drive A \ DSCA A C C A A \ S P.O. Box 807 FORRancho Cucamonga, CA 91729 CITY OF RANCHO CUCAMONGA METROLINK STATION PARKING LOT Phone: 909-477-2740 EXPANSION - PHASE 2 LANDSCAPE MAINTENANCE DISTRICT NO ,, 3B VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L- 1 TITLE SHEET 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CRY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L-2 IRRIGATI0N PLAN FOOTHILL BLVD. (ROUTE 66) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-3 IRRIGATION PLAN 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L-4 I R R I G AT I 0 N DETAILS DAMAGE INSURANCE AS REQUIRED BY LAW. w Lj w 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR To EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-5 TREE PLANTING PLAN Q > 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L- 6 TREE PLANTING PLAN Q S. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TD THE CITY INSPECTOR, AND ALL ARROW ROUTE RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-7 SHRUB AND GROUND COVER PLANTING PLAN '' VE BEEN FOOTINGS DEDR REINFORCING CITY SINE R,BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-8 SHRUB AND GROUND C0VER PLANTING PLAN Lj w 8• SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 Fool L-9 PLANTING D ETA I L S & SECTIONS > � WIDE FLAT AREA AT THE ME OF SLOPE. S.C.R.R.A. (METROLINK) 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT NOTE: FOR LANDSCAPE AND IRRIGATION ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL Y, CONCLUDE ONLY AFTER VERIFICATION OF LEAF–OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE SPECIFICATIONS - SEE BOOK _ OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW V) GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL Q SITE —,,71REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER o z AZaSA CL COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. SPECIFICATIONS. 6th STREET 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. > N. S. 11• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 – 438 – 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERUI: = BETWEEN CITY–MAINTAINED TURF AND CITY–MAINTAINED SHRUB AREAS – 8- WIDE X 80 DEEP CONCRETE HEADERS BETWEEN CITY–MAINTAINED TURF AND ANY PRIVATE–MAINTENANCE – 8- WIDE X 60 DEEP CONCRETE HEADERS = BETWEEN CITY–MAINTAINED G.C. AND ANY PRIVATE–MAINTENANCE – 6- WIDE X 6- DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CRY MAINTENANCE – 6- WIDE X 6- DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALX LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP ,4. PUBLICLY–MAINTAINED IN NACCORD�ANCE WITH CITY STANDARD PLANS.�S ALLOWING CRRERUI: CONSULTANTS = PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED To THE CITY INSPECTOR. = ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENT'S, As DETERMINED BY THE CITY INSPECTOR. LANDSCAPE ARCHITECTURE : CIVIL ENGINEERING SEE CITY DRAWING#1505-L LANDSCAPE MAINTENANCE AREA = ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. FOR PHASE 1 = PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. - -- - - LYNNE UEANE L:)sCAPE Ar-zcr-iiTECTs L cinc; 384 Forest Avenue, Suite 12 L.D. KING, INC. Laguna Beach, CA 92651 2151 CONVENTION CENTER WAY, SUITE 100B 949-376-0240 FAX 949-497-1357 ONTARIO, CA 91764 it (909) 937-0200 LANDSCAPE UAN I I TOTAL S.F. OF NON—TURF LANDSCAPE AREAS 42,772 (BID ALTERNATE S.F. 5125) N,UCA�I 0 0 TOTAL S.F. HARDSCAPE AREA 257,303 TOTAL S.F. ALL AREAS 300,075 (BID ALTERNATE S.F. 5125) 1 MILLIKEN AVE. ROW MODIFICATIONS REMOVED FROM SCOPE 9/22/00 � My TOTAL ACRES 6.9 (BID ALTERNATE ACRES 0.1 ) � rl DESCRIPTION OF REVISION DATE TOTAL STREET TREES �-+ / — 1-11 CITY OF RANCHO CUCAMONGA \ AZUSA COURT (3 TREES AS PART OF THE BID ALTERNATE) O 0 PARKING LOT 241 > METROLINK SIAIION — PHASE 2 -� T T E SHEET SOUTH PLATFORM PARKING LOT �NAoScgoF j ,Nflsc,�F APPROVED BY: / J �//- - DATE: 1 MC CITY ENGINEER RCE: 24053 \\ I Otiq � ?� ( � DESIGN PLAN PREPARED '0P.' RECOMMENDED . \ s N. W � - . N —1 ,R LYNNE DEANE F. — — -- — o_u, c^ {Y Q DRAMLY tV IV E_ C�E_A IV E- SHEET AZ�JSA 1� * r' * LANC)SCAPE ARCHITECTS `s� +n. s/3o 01 �Q NAOMI GRUENTHAL _ Avenue, 12 L-1 of v l� qTF OF CAL1FpF Laguna Beach, CA92651 949-376-0240 FAX 949-497-1357 140. PLANTING PLANS IRRIGATION PLANS LYNNE DEANE LYNNE DEANE BARBARO R.L.A.. No. 2325 717' 3' L EXPIRES: 6-30-01 PROJECT SHEET N0. ;;4 OF MATCHLINE - SEE SHEET L-3 2-1/2m IMITr �W K OF 1 0,OINT OF ON BION= / r / /i � � ;� � . � � � 1 � 8-29 31 GPM EXISTING 2' WATER METER / / B-11 27 GPM / / 1-1 2" 14 F T TI E 7 . /� - r / / \ S TATIC PRE Sl / 1 1/2" 1486 { / 52 S MAS DEMAND GPM i / / A / EXISTING 3 HP BOOST \\ PROVIDES APPROX. 64�BOOSTER: / * PER CCWD/RUSS0 SILVA/483-7440/9-13-00 c B-12 28 GPM 1 1/2" 1359 SF I E TING 2 /2" MAI INE \ m j ` 2-1/2' J i ,� CO CT NEW m / O E �!G STUB TINE B-13 24 GPM 1582 SF / 2-1/2' - B-16 26 r r r' 8-14 23 GPM / / j / 2-1/2 FOR WORK IN THIS AREA - 1-1 4" 1 'F:\- A 2 . ,(2� � 1-1/4" 2300 S � � � � '�� ��� � ' � � � �� � REFER TO�ON DR. #1425 L / 657 S �, � \ � B-15 34 GPM FB-17 24 GPM ' \ % 1-1/2" 1714 SF lr 1-1/4" 1812 SF \ � 2-1/2' B-18 24 GPM \ �'� / \ / / j / 0 1 I 1-1/4" 2576 SFS B-19 23 GPM 1-1/4" 2013 SF B-27 31 GPM I 1 1465 SF 0 I \ ' / 0 LIMIT OF WORK NOTE 1 USE SPARE WIRES AT NEW P.O.C. TO CONNECT \ \\ \ / ' \ / J� ' ' ' WATER METER # SIZE 2" NEW CONTROLLER TO PUMP RELAY CONNECTION. \ / I l ELEVATION 21/2-T �� �� STATIC PRESSURE 70 PSI SOURCE OF INFORMATION W R V l l PHONE NUMBER 909 483-7440 B-20 24 GPM 1r ', I DATE OF INFORMATION —971-3700 \� SEPARATE 4' SLEEVE I �' ; i' W' � H.G.L. MEAN ELEVATION 1270 1-1/4 1870 SF / FOR CONTROL WIRE (TYPJ ' 1 �r j (REQUIRED IF STATIC 1 WATER METER ELEVATION 1114 PRESSURE UNKNOWN) 156 X .433 = 67.55 NOTE' B-21 28 GPM \� 2- \ \ I I ! } I I ° ° o / l I W REMOTE CONTROL VALVE # B-29 SIZE 1 112" 1-1/4" 3166 SF � \ I �I � i I � It MAXIMUM DEMAND 31 G.P.M. 1INSTALL ALL PIPES UNDER PAVING IN SLEEVES I / /� Q1 1 ELEVATION OF HIGHEST HEAD 1 1 17 21/2 TIMES THE SIZE OF THE IRRIGATION PIPE. \\ 9 ���— — 0 ' PRESSURE ® R.C.V. 43.25 P.S.I. B-22 21 GPM V ��� e� I� ' 1-1/4" 1939 SF QTY. SIZE ITEM P.S.I. LOSS 2" WATER METER (31 GPM) 0.8 w 1 PRESS. REG. (FALL-OFF) B-23 17 GPM \�, - - 2-1/2 f \--� 2-1/2 _ �. . _ _ _ ; ; � � 2" R.P. BACKFLOW DEVICE 11 .5 - -- --- 1 1' 1700 SF \ -- -_ - - - _ _ _ _ ; i ,—f � ' „ FLOW METER AND 1 -1 MASTER VALVE 3.4 NOTE= \ �_, z „ 2 2-1�2 GATE VALVE (S) 0.1 1 CONTRACTOR SHALL APPLY AND PAY FOR THE ��\ _ _ _ _ —_ _ _ _ 178' 2 1 /2" VI LINE 0 57 73' 2" MAIN LINE 31 GPM) 0.58 INSTALLATION OF AN INDIVIDUAL TELEPHONE 1015' 2112" MAIN LINE (31 GPM) 3.25 AZUSA COURT LINE TO THE NEW CONTROLLER. I R.C.V. ASSEMBLY t I I � 3 0 - - _ - - _.- - _ - - - - - -- -- j 002 1 LATERAL LINE LOSS 0LATERAL LINE LOSS .24 - - ;� � I / ,--�-- -- -- � �-- _ _ _-_ _ - - - - - -- - �Dl �, � 1 - 4;; LATERAL LINE LOSS 0 r \ U \ I 1 0 0 1 -1f2 LATERAL LINE LOSS 0.96 Q / ' ) FITTINGS LOSS (10% B-24 26 GPM �' 1 ELEVATION CHANGE +/-) 1 .3 O • 1-1/4" 1319 SF B-25 21 GPM I NOTE' 1-1/4" 1528 SF j i TOTAL SYSTEM LOSSES: 30.7 PLAN IS DIAGRAMMATIC. �jf I';,' t PRESSURE TO OPERATE HEAD: 30 LOCATE ALL EQUIPMENT WITHIN PLANTER AREAS. /rlli��� — B-26 23 GPM I TOTAL PRESSURE REQUIRED: 60.7 W 1-1/4" 2008 SF i LOWEST STATIC PRESSURE AVAILABLE. 67 `' '' _ � BOOSTER PUMP 64 j I RESIDUAL WATER PRESSURE: 70.3 y Z CITY REQUIRED RESIDUAL WATER PRESSURE: 15-20 PSI u INDEX MAP N.T.S. z IQQIGATION LEGENDCrry APPROVED CL315 PRESSURIZED PVC MAIN LINE - SIZE AS SHOWN - MIN. COVER 18" ��O � DIL SC /o DESCRIPTION OF CHANGE DATE APPROVED SYMBOL MANUF. TYPE MODEL GPM RAD. PRECIP. PSI REMARKS APPROVED SCH 40 PVC LATERAL - SIZE AS SHOWN - MIN. COVER 12' PIPING SIZE LEGEND -� CITY OF RANCHO CUCAMONGA V RAIN BIRD BUBBLER 1401-PRS 0.25 - - 30 DETAIL 545 = = APPROVED SCH 80 PVC SLEEVE - 2-I/2 X LINE SIZE W RAINBIRD EFB-CP-PRS REMOTE CONTROL VALVE- SIZE AS SHOWN 3/4• METROLINK STATION - PHASE 2 SYMBOL MANUF. TYPE MODEL GPM RAD. PRECIP. PSI REMARKS C RAIN BIRD QUICK COUPLER VALVE MODEL NO. 33 DNP • 150' O.C. 1• F N SATE O���P IRRIGATION PLA N 11/4• OF CAL\F ►� WATTS SERIES 403 - RT-RW SOUTH PLATFORM - PARKING L O T VAN, I/3, H, 2/3, 3/4, VAN, I/3, H, 2/3, 3/4, F 1 I/2' RAIN BIRD SPRAY 1812-SAM-PPS-6 0.34, 0.55, L09 5' 1.58 30 POP UP EXISTING 2• DOMESTIC WATER METER 2' $ RAIN BIRD SPRAY 1812-SAM-PRS-8 0.26, 0.35, 0.52, 1.05 8' 1.58 30 POP Lip m EXISTING 2• REDUCED PRESSURE BACKFLOW PREVENTER APPROVED BY: 1 - DATE: / 4t'' NOQTN - RAIN BIRD SPRAY 1812-SAM-PRS-10 0.39, 0.52, 0.79, 1.57 10' 1.52 30 POP UP © CAL SENSE ET-1-40 DR W/ TP-1, TP-n0 W/ANT-1 IRRIGATION CONTROLLER VALVE CALL OUT: CITY ENGINEER R.C.E. NO. 24953 8 8 8 RAIN BIRD SPRAY 1812-SAM-PRS-12 0.65, 0.87, 1.30, 1.74, 1.95, 2.60 12' 1.74 30 POP UP IN STRONG BOX SB-24-SS / 120 VOLT DESIGN Li)lcinG RECOMMENDED STATION NO. 0 6 k0 0 $ RAIN BIRD SPRAY 1812-SAM-PPS-15 0.93, 1.23, 1.85, 2.48, 2.78, 3.70 15' 1.58 30 POP UP FM 1 1/4• FLOW METER DATA IND. 220P CDM A-1 20 GPM 0 15 30 60 LD. KING, INC. DRAWN 2151 NVEN110N NTER WAY, SUITE 1008 O HINTER ROTOR PGH-ADV-02/04/07 0.8, 1.4, 3.0 VAR. VAR. 40 POP UP ©v 2• MASTER VALVE CLAVALVE 136-01 ACKSL-24 VOLT 1" SQ. FT. JJB CA 91 4 a 973- L-2 OF NOTE: - INSTALL ALL EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS VALVE SIZE CHECKED DRAWING N0. CITY I INE cPHAIL .A.. o. 4216 1 -7z13- L_ EXPIRES: 2-28-01 PROJECT SHEET N0.% OF LOG ELECTRICAL POINT OF CONNECTION CONTRACTOR SHALL COKA�T INEW IRRIGATION CONTROLLER PER LEGEND, I R Q I G A T I O N NOTES SPECIFICATIONS, AND ACTLRER S RECOMMENDATION. CONT12OU_.EP SHALL BE CONNECTED TO"`fl-��I ISTNG ELECTRIC METER LOCATED NEAR THE NEW CONTROLLER. B-37 30 GPM B-36 29 GPM B-35 2 GPM B-34 28 GPM B-33 16 GPM B-32 33 GPM B-31 21 GPM B-30 27 GPM ROGATION SYSTEM SHALL BE NSTALLED PER ALL CITY STANDARDS, PLLIMBNG CODES, THE!DRAWNGS, _ -' 1-1/2" 1-1 2" 1-1 2" 1-1 2" 1-1 4" 1-1 2" DETAILS, AND SPECIFICATIONS, C6NT 4CTOR SHALL PROVIDE PHONE CONVECTION TO THE NEW CONTROLLER. 3280 SF / 3168 SF 1 200 / 1352 SF 1 1550 SF / 1500 SF / 4799 SF / 1410 SF 2 THIS PRO..ECT 15 ADJACENT AND CONFECT® TO EXISTING LANDSCAPE FACIJTES. IT SHALL BE THE CONTRACTOR'S RESPONSBUTY TO COORDNATE ALL ACTIVITIES WITH THE EXISTING ON SITE MAINTENANCE j � --- --- -— -- ---- --- -- -- CICCURRNdG CONTRACTOR IRRIGATION FACILITIES WILL TE INTO AN EXISTING SYSTEM IT SHALL BE TIE CONTRACTOR'S PONISIBILITY TO INSURE THAT ALL EXISTING PLANTINGS ARE PROTECTED AND ROGATED. DAMAGE XTO EXISTING PLANTINGS DLE TO NEW —�--- -- J- �� �x CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT A T T NO ADDITIONAL COS O THE CITY 3. --+._� �- - --t- -.- - -_ - -' IRRIGATION PLAN 6 DIAGRAMMATIC ALL VALVES ETC SHOWN WIT1-N PAN® AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING V%fENEVER POSSIBLE -- — _ , __- � # �- t . 11Nl.ESS 0OT1-ERwISE NOTED CONTRACTOR SHALL REFER TO IRRIGATIONS SPE{�iCATIONS LEC,'F�D r' -- _ LINK - -- .-- -- - -- - METRO - - - - -- -- - _ + { BEDRECTED ; +1 SPRA�I�B2 SYSTEM, AND NSTALLATIONL ACTUAL LOCATION OF THE EG1lPMBNT ' WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT,NT, AND ARCHITECTURAL FEATURES. { ON SITE BY A SENTATNE OF THE CITY AVOID ANY CONFLICTS BETWEEN THE 04 02 --T.-1--L--l--�_.1._ ._I_ I- i--r - li- _ -- -moi 1 _6- � -I_��� �rrar�� x-- ...-,�- .� _O �'�"�'� -�-9—e 4. TI-E NEW IRRIGATION SYSTEM SHALL BE CONNECTED TO AN EXISTING DOMESTIC WATER METE2 AT x y x _� — THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL VERIFY THE EXISTING PRESSURE gx AND NOTIFY THE CITY OF ANY DISC�ANCES. THE BACKPLOW AND BOOST62 PLW ARE EXISTING, _. LOCATED N TWE VICXVTY OF THE EXISTING WATER METER T _ _ -- -'-- - -- O7 - / 5 CONTR VERFY ALL CONDITIONS AND DIMBNSlONS SHOWN ON PLANS AT THE SITE _- / ACTOR SHALL PRIOR - n 04 04 I ,/ TO of ANY woRK ALL DLSCREPANCEs SHALL BE REPORTED FOR DIRECTION � e MvEDIATELY TO TI-E CITY 040 O2 6. THE CONTRACTOR SHALL BE FAMLIAR VWT14 ALL UTILITIES, PIPES AND STRUCTURES, LpNIT OF WORK ( I I I I j I I I ( / AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAR/REPLAC EM ENT, AT NO COST TO THE CITY, ( I I I I I I 2 / FOR ANY DAMAGE OF SAD UNDERGROUND FACUTES. ILlL_ � ,�--� 1 4 02 0 / 7. THE AUTOMATIC CONTROLLER SHALL BE AS SPEC;FED ON THE LEGEND AND DETAILS. EXISTING B-3 19 GPM B-2:123 GPM B-1 23 GPM IT SHALL HAVE A DIGITAL RADIO AND ANTENNA PORT NSTALLID WITHIN A STAINLESS STEEL \\ �� 2" MAINLINE 1-1 /4 ' 1736 SF 1-1/4 1053 SF 1-1/4" 11678 SF O7 �- // CONTROLLER CABINET, AS SPECKED. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE / \ 02 ENCL.OSLRE PER MANUFACTURERS SPECIFICATIONS AND ATTACH COAXIAL CABLE SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY S ACCEPTANCE THE CONTRACTOR IS RESPONSIBLE FOR PROGRA ANG / THE CONTROLLER BASED ON INDUSTRY STANDARDS FOR CALSENSE EQUIPMENT.NT. CONTRACTOR SHALL % / INSTALL THE ELECTRIC CONTROLLER AT THE APPROXMATE LOCATION AS SHOWN ON THE PLANS. O2 O2 / / /" THE CONTRACTOR SHALL SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE _ 0 RESPONSIBLE FOR THE POWER HOOK-LP FOR T14E ROGATION CONTROLLE32. r % 8. CONTRACTOR SHALL USE AWG lF DIRECT BURIAL TYPE CONTROL W921- CONNECTIONS IRE AND ALL SPLICES AND o % , CONNECTIONS SHALL BE MADE PER THE SPECIFICATIONS. CONTROL WIRE SHALL BE SLEEVED N AN ELECTRIC CCNNDIJT FRCNvI CONRROLl�TO THE MAINLINE- EACH VALVE ON THE CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR. ALL WIRES SHALL BE INSTALLED WITH TWO FEET OF EXTRA WIRE COLM AT THE END OF EACH RUN AND TWO SPARE WIRES (COLOR C QANGB AT TAE FARTHEST END CP EACH MAIN-W PIGTAL EACH ORANGE WRE AT THE ENCLOSURE. INSTALL T67NNAL STRIPS N THE ENCLOSURE FCX? ROGATION WRING. _ \ � 9. ALL EIFCTRIC REMOTE CONTROL AND GATE VALVES SHALL BE INSTALLED IN PLASTIC VALVE BOXES THE VALVE BOXES SHALL BE LOCATED N SI-RUB AREAS. THE CONTRACTOR SHALL INSTALL ONE VALVE PER BOX. INSTALL VALVE BOXES P82 SPECIRCATIONL 10. ALL CONTMIOUSLY PRESSLR=MAPLJ ES SHALL BE BIKED EIGHT�N NCH S BELOW FN1SH GRADE ALL IRRIGATION LATERALS SHALL BE BILKED TVVH_VE INCHES BELOW FIV54a GRADE TRENC,N BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE ROGATION PPE OR EOLPMENT. o i / N THE EVENT OF BACKFILL SETTLEktE NT, CONTRACTOR SHALL PERFORM REOUIPED REPAIRS AT NO / ADDITIONAL COST TO THE OWt�2. ALL PPE FITTINGS SHALL BE PVC SCHEDULE 40, EXCEPT AS NOTED � 2-1/2" / / N THE DETAILS. i MIT W RK /� L ALL CONTNUOl1SLY PRESSLR® MANLAES AND ROGATION LATE32ALS SHALL BE SLEEVED N SCS-EDLLE 40 PVC PPE TWO AND ONE HALF THE DIAMETER OF THE WORKING LINE 012 AS NOTED WHERE THEY PASS LNX R PAVED AREAS. r2- THE SYSTEM 6 DESIGNM FOR T14E CONNECTION. THE MAXTHE POlqT OF IMLXui DEMAND OF GALLCNVSA PER MINUTE IS AS SPE{TNG P12ESSU12E AS SHOWN T THE ROGATION CONTRACTOR VERIFY SHALL THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. AND CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE GTS'. 2-1/2" THE TE32 PER WEEK FOR SHPLJBS AND GOGATION SYSTEM 6 BASED UPON A MA)%&lM GROUNDCOVER. APPLIED HOURS A N IGWT/5 DAYS INCHES WEEK ABETWEEN HOLRS OFF 9,00 PM TO 500 A.M. ONLY ONE VALVE PER CONTROU.E2 SHALL OPERATE AT A TPA-- 14. ivE 14. THE CONTRACTOR SHALL INSTALL IRRIGATION SPRAY DADS PER THE IRRIGATION PLAN AND AD.UST AND FLUSH WADS TO PROVIDE EVEN COVE 2AGE AND TO M WO-5 OVERSPRAY ON BL]LONGS, WALKWAYS AND WALLS, ETC. ALL ROGATION WADS SHALL BE INSTALLED ON PVC SCWDL I E 80 RISERS USING TEFLON TAPE 15. V0 ESN VERTICAL OBSTRUCTIONS FRE HYDRANTS, STREET LIGHTS, TREES, ETC.)NTERFERE WITH THE �' SPRAY PATTERN OF THE SPRN4_ER WADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION 2-1�2 / / CONTRACTOR SHALL FHA ADJUST THE SPRN LM SYSTEM BY NSTALLNG A QUARTER CIRCLE OR HALF CIRCLE BEAD ON EACH-I SDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COV�AGE ALL ADJJSTMENTS SHALL BE MADE AT NO ADDITIONAL CAST TO THE CITY. 16. ALL SPRPIQB2 BEADS SHALL BE SET TO FiVSK•-I GRADE OF THE ARE TO BE IRRIGATED / / 1 LtA-ESS OTA- R2W DESIGNATED ON THE PLANS. ALL POP-IF TYPE SPRNV4_B2 HEADS SHALL BE INSTALLED SO THE THE TCP OF THE SPRN KLB2 HEAD IS V4' ABOVE FNSHM GRADE. MATCHLINE - EE SHEET L- 2 �sz= - n. WK.uiV THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTCN2, N THE PRESENCE CN= TK-E CITY'S INSPECTOR, NOTE' a. SHALL PERFORM A COVERAGE TEST TO ENSURE COMF'LFTE AND ADEQUATE COVERAGE OF THE PLANTING L . ) AREAS. THE CONTRACTOR SHALL RRNSH ALL MATERIALS AND PERFORM ALL WORK 050-1RED TO CORRECT NADEQUACES OF COVERAGE AT NO ADDITIONAL COST TO THE OWNER. 1INSTALL ALL PIPES UNDER PAVING IN SLEEVES B-10 27 GPM B-9 14 GPM B-8 21 GPM B-7 16 GPM B-6 22 GPM B-5 14 GPM B-4 20 GPM % g I8. THE ROGATION CCNNfTRACT012 SHALL MAINTAIN THE SYSTEM FOR A NNMLJM PERIOD AS NOTED 21/2 TIMES THE SIZE OF THE IRRIGATION PIPE. 11-1/2:11127 SF 1" 2700 SF 1-1/4 828 SF 1 928 SF 1-1/4" 956 SF 1 769 SF 1-1/4 2000 SF ' THE SPECIFICATIONS AND SHALL WATER AS RE XJ12M TO MAINTAIN THE LANDSCAPE N A HEALTHY NOTE IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS N WOPKMANSI-P AND MATERIALS FOR A PERIOD OF ONE (D YEAR FROM FINAL ACCEPTANCE BY TI--E /l OWNER. PLAN IS DIAGRAMMATIC. 20. THE CONTRACTOR SHALL � THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATEOALs LOCATE ALL EQUIPMENT WITHIN PLANTER AREAS. x 'I AND RLEBISH NCDBNTAL TO HIS WORK. J Yf 5 i itr,>S `L ♦ IRRIGATION LEGEND INDEX MAP .� N.T.S. `p,NDSCgoF DESCRIPTION OF CHANGE DATE C� N.T.S. F,O I L / APPROVED SYMBOL MANN. TYPE MODEL GPM RAD. PRECIP. PSI REMARKS LASCO CL315 PRESSURIZED PVC MAIN LINE - SIZE AS SHOWN - MIN. COVER 18' PIPING SIZE LEGEND - CITY OF RANCHO CUCAMONGA v RAIN BIRD BUBBLER 1401-PRS 0.25 - - 30 DETAIL 545 LASCO SCH 40 PVC LATERAL - SIZE AS SHOWN - MIN. COVER 12" 3/4" - — - LASCO SCH 80 PVC SLEEVE - 2-1/2 X LINE SIZE �r NOTE: USE 2 BUBBLERS PER TREE 1• TE METROLINK STATION - PHASE 2 19 RAINBIRD EFB-CP-PRS REMOTE CONTROL VALVE- SIZE AS SHOWN I I/4' �qAF' DATE pI R R I G A T I O N PLANS SYMBOL MANUF. TYPE MODEL GPM RAD. PRECIP. PSI REMARKS VAN I/3 H 2/3 3/4 VAN i/3 H 2/3 3/4 F C RAIN BIRD QUICK COUPLER VALVE MODEL NO. 33 DNP e 150' 0.C. � CALIF — ' ►� WATTS SERIES 403 - RT-RW 104 ' I/2" SOUTH PLATFORM PARKING LOT =� RAIN BIRD SPRAY 1812-SAM-PRS-6 0.34, 0.55, L09 8' 1.58 30 POP UP 2" EXISTING 2" DOMESTIC WATER METER RAIN BIRD SPRAY 1812-SAM-PRS-8 0.26, 0.35, 0.52, 1.05 8' 1.58 30 POP UP APPROVED BY: DATE: 41)73=16w T EXISTING 2" REDUCED PRESSURE BACKFLOW PREVENTER VALVE CALL OUT: NORTH >°f 1� $ RAIN BIRD SPRAY 1812-SAM-PRS-10 0.39, 0.52, 0.79, 1.57 10' 1.52 30 POP UP m CITY ENGINEE R.C.E. N0. 24953 8 � 8 8 RAIN BIRD SPRAY 1812-SAM-PRS-12 0.65, 0.87, 1.30, 1.74, 1.95, 2.60 12' 1.74 30 POP UP © CAL SENSE ET-1-40 DR W/ TP-I, TP-110 W/ANT-I 92RIGATION CONTROLLER STATION NO. DESIGN Lacinc; RECOMMENDED IN STRONG BOX SB-24-SS / 120 VOLT CDM 0 � e G 0 � RAIN BIRD SPRAY 1812-SAM-PRS-15 0.93, 1.23, 1.85, 2.48, 2.78, 3.70 15' 1.58 30 POP UP A-1 20 GPM 0 15 30 60 LD. G, INC. 1" SQ. FT. DRAWN 21 C NVEN NTER AY, SUITE 1008 0 1HUNTER ROTOR PGH-ADV-02/04/07 0.8, 1.4, 3.0 VAR. VAR. 4O POP UP 77---7�i JJB 09 37 A L-3 OF NOTE: - INSTALL ALL EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS VALVE SIZE CHECKED DRAWING NO. CITY ISTIN McPHAIL R.L.A. No. 4216 - 7 L13-�L XPIRES: -28-01 PROJECT SHEET NO.2 0 OF LOG TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45' ELLS SCH 40 PVC MALE ADAPTOR SCH 80 PVC UNION •SNAP-TITS• WATERPROOF HARDSCAPING �NECTO�WOR� ER ROUND PLASTIC VALVE BOX & BRASS OR PVC NIPPLE CONNECTOR OR EQUAL {SEE NOTE 4) W ELECTRIC CONTROL VALVE COVER ETCHED *IRRIGATION GATE' WIRE SERVICE LOOP (LOOP (CARSON OR EQUAL) S PLASTIC VALVE BOX ENOUGH WIRE TO EXTEND WIRE '�► < z z MARKED IRRIGATION RCV• BUNDLE 6' ABOVE GRADE) FINISH GRADE (CARSON OR EQUAL) _ _ _ ETCHED WRN CONTR011ER SPICE 80X COVER WITH _ _ AND VALVE SEQUENCE LOCKING TOP ETCHED "S.B II- III-_III I-II II-III-_III_ Z f I_I-1 I I MMI I I -I 11-1 I I I- 40 o _I I i �, < FINISH GRADE O -) I I I I I -III I I-I I BALL VALVE - 1 1/2- OR SMALLER WITH _ - ( AEAS STAINLESS STEEL HANDLE T GRADE IN LAWN AR I 3 IN PLANTER BEDS ESILIEWEDGE - 2" OR LARGER WITH SIDEWALK NT CLEAN BACKFILL - SEE _ -III - CLEAN BACKFILL - SEE TE VALVE 2" OPERATING NUT Z MOISTURE t SPECS. FOR MATERIAL. SPE COMDR MAT REQUIRED Z EPDXY COATED 2 �E� N I-I I I 90% COMPACTION REQUIRED I-I I -III 11- =11 11- VALVE REQUIRED i-I NON-PRESSURE LATERAL UNE: I-I ( PROVIDE 6' MIN. OF SAID 3' PIG TAIL EXPANSION � LOOP (MIN. 24' LONG) ;I I I Ell SNAKE PIPE IN METER TRENCH -I I FBI - BEDDING AND SHADDING 12*3• 3• FLOW ( BRASS LL BOX. CARSON iCARSON OR EQUAL 8* GREEN � I-� '`� I-I . . . . . I I . ` VALVE W/UNION 40 PRESSURE SUPPLY UNE: _ -II_ I I-i I 3' 3/4' WAS SCH. 40/CL 315 SNAKE _ _ b A i '�•p� CRUSHED AGGREGATE I I II I I ( I(III PIPE IN TRENCH - I I-) . . . . . . . . . . . . . . . : III- SIZE PER PLAINSTALL WIRE SLEEVE IIIADJACENT TO PRESSURECONTROL WIRES - BUNDLE I-I - SUPPLY UNE � ( o 0 00 I SCH 80 PVC NIPPLE AND III I-I I INSTALL EE AT TACENT D.C. AND -II_R. •_ _ - Vi CONTROL 6 COMMON WIRES PRESSURE SUPPLY UNE - rpgD -I I -I -_ _ I III-I - - - PRESSURE SUPPLY LINE n I I I I I I I I 6.1 -III-III PROVIDE 6' MIN. of SAND I I I I III III-III-i -III-III_ SLEEVE - SIZE TWICE -I '•a' ��Q:p: ti7.. _ DIAMETER OF PRESSUREBEDDING AND ADDING - 6• TYP SUPPLY UNE24 VOLT WIRES. TAPED AND WASHED CRUSHED BRASS NIPPLEBUNDLED AT 15 FT. INTERVALS NON-PRESSURE LATERAL NOTES• AGGREGATE BASESCH 40 PVC SXSXT TEERE SUPPLY LINE 2 CU. FT. PEA GRAVEL UNE SLEEVE - SIZE TWICE DIAMETER OF NON-PRESSURE 1 PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES: NOTE: 1• ALL SLEEVES TO BE SCH 40 PVC. LATERAL UNE 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT To SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 2. PRESSURE SUPPLY UNE: 2 1/2" AND SMALLER 18' MIN. DEPTH 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. / 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER To CITY 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3' AND LARGER 24' MIN. DEPTH 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND STD. N0. 120 (24 MIN. TO 36' MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). VALVE NUMBER. 5. ATTACHNUP IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVECITY OF RANCHO CUCAMONGA, CALIFORNIA 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APt'RQVED Irf' STANDARD P`A" 46 APPROVED BY- - Y STANDMtD °LAN 6 APPRDVED By. VALVE STANbmw "LAN 4IIPPRflwD By, REMOTE CONTROL VALVE WITH STANDARD �"" AIpw.TD "'' STANDARD PLAN TYPICAL TRENCHING TYPICAL SLEEVING _ 518 _ SHUT-OFF VALVE & UNION 520 24 VOLT SPLICE BOX _ 532 _ 533 0) - 3 or smaller 540 Ell MRM STANDARD SRC1f1CA110FIS FCR RMC MORKS OONSTRl/CT10N Rr- ENGINEER DA UK WITH STANDARD SPECRICATTOMS FOR RIRIC NIOIECS OOIISTRl1CT10N w CITY ENGDEER DATE IISE wrm STANDARD SPECR1c.A wo FOR Kom 1MORKS OONSTRUCTM W 01TY ENGINEER DA AAE w1T11 STANDARD sPECIFICATmm FCR RRiNC MORKS OOI/STRl1CRON W CITY ENGINEER DATE USE N4TN SrANWUID sPECR'1CATTONS FOR RRIJC wmm CONSTRUCTKIN RACE 53 XIEET 1 i RCE 24953 fF�T i i RCE. 24953 s�T i a i R.cE 24953 �F I or 1 a RCE 24953 Smwr 1 w 1 TAPER MULCH 24' STRONG X24 2mom 0V STAND ALONE CONTROLLER WITH ANTENNA 4' MULCH AWAY F4HM HI-POP SHRUB HEAD BODY SET TO LAYER 1/4' ABOVE FINISH GRADE ANT 1 ANTENNA PORT EPDXY FILLED LOCATED - RAIN BIRD 33 DNP WITH PURPLE OUTSIDE OF BOX. RUBBER CAP - SUPPLY ONE KEY NOTE: INSTALLATION/LOCATION COAXIAL CABLE PER 12 QCV'S INCLUDING HOSE ENCLOSURE 70 BE GROUNDED PER PER CITY AND CALSENSE LOLL CODE GROUND ROD TO BE REPRESENTATIVE. { O - � STRUCTURE INSTALLED INSIDE ENCLOSURE. ON CALSENSE CONTROLLER O DRAM CAP F11I18H GRADE _EI I IIIII C0N ROLLER SIDE' MODEL NO. PER PLANSI III I FINISH GRADE FINISH GRADE - INSTALL IN INSTALL t INSTALL CONDULETTE =1 I T I PLANTER BED ONLY CALSENSE TP 110 I I I 18' MAXIMUM CALSENSE WD 'J' BOX !' PVC COl1PLER h FINISHII I 120 VOLT DUPLEX CALSENSE HARNESS 1 GRADE I OUTLET IGFCII II I I MIN. I I I 1 3'-6' X3'-6' X6' CONCRETE CALSENSE TP-1 -BUYER i00T1NG INSTALL A MINIMUM OF TRANSIENT NABOVE GRADE AND SLOPE RESET PROTECTION BOARD �•• TOP TO DROWN AT MINIMUM OF 2X. i SCH 40 BRASS NIPPLE 12• �I I U I I I 1 I 1= . �: ;: ::} *: • m - r SEWER PVC =. SCH 40 MASS 9NT ELL -I I O O SEWER PPE • COMMON WIRE/OONTROL WILES N SCH 40 BRASS 90' STREET ELL 3• SCH.40 PNC CONDUIT. �• ADV. STAINLESS STEEL •• • SCH 40 BRASS NIPPLE - SCREW CLAMP 120 VOLT WIRE N RK;ID STEEL 16" • Z 24' LONG MINIMUM (3) PLACES CONDUIT (PER LOCK CODE) 90• SWEEP ELL To PowER WE of CABINET (TYP.) O WASHED GRAVEL 0 64 • •• a0 SCH 80 PVC 90' STREET ELL 24'REBAR LONG)STAKE ENCLOSURE MOUNT :' SPVC SOKPRINICLER4LATERAL ANT 1 ANTENNA PORT EPDXY •• HEAVY DUTY WEATHER - RESISTANT FILED LOCATED OUTSIDE OF O 0 O • s PHOTO ELECTRIC SWITCH FOR SECURITY BOX INSTALLATION/LOCATION NOTES: i LIGHT CONTROL AS REQUIRED PER PER CRY AND CALCENSE REP. ••• SCH PVC PANS. ® 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL 90' •~• •.• MARLEX STREET ELL 90' STREET ELL CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR •t: NON-PRESSURE MARLEY 90' STREET ELL LATERAL FITTING ELECTRIC METER PER SCE PRIORRUCTION. CALSENSE CONTROLLER MODEL NO. 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN NON-PRESSURE LATERAL UNE SCH 80 PVC NIPPLE PER PLANS. TYPICAL (2) PLACES � CONTROLLER SEQUENCE OF REMOTE CONTROL VALVES. LATION STD. 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH ANTI-DRAIN VALVE AS REQUIRED SECURITY LIGHT BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE TINIER REQUIRED PER WIRE AT THE ENCLOSURE. NOTE: PLANS. FINISH 1. LOCATE HEAD 2• TO 6• FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, PRESSURE SUPPLY GRADEI I I I 6' GROUND Roo 4. COMMON WIRE TO BE WHITE AND CONTROL WILE TO BE RED IN COLOR. NOTES: AND EDGES OF LAWN. UNE FITTING 2• SON 40 CONDUIT I I I I I I 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE FOR SECURITY LIGHT MIN. 1. DEPTH OF SUMP SHALL BE PER SOIL 120 VOLT WIRE N RIGA CONDITION OR 3' MIN. 2. USE TEFLON TAPE ON ALL MALE THREADS. WIRING. CONTROL VALVES. PRESSURE SUPPLY UNE STEEL CONDUIT (PER 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE y LOCK CODE) S. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. }:1 '';' (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVEn r' s1AND11RD°1M' ♦ D BY' QUICK COUPLING VALVE WITH METAL STANDARD ` "" ° '�' CONTROLLER ENCLOSURE nAND"m "�"' "APP'S° '�' CONTROLLER ASSEMBLY STA"DARD PLA" '��° '�' "Atop" SAN a _ HI-POP SHRUB SPRAY 539 1 _ STAKE - FOR NON-TURF AREAS 535 - TYPE A 522 INSTALLATION - TYPE A 524 TREE BUBBLER SUMP 545 _ DA ux MRM STANDARD SPECRTGATTONS FOR RIRK: wmm OOIIST1RlCT10N CM 0004EER DATE USE WRM STAMM SPEC1FICATIONR FOR FIIELK WORKS OOIETRlICT10N CM ENGI EER EA IRE WITH STANDARD S1%W1CATKMIS FOR /URIC WORKS CONSTRIICIION W CITY ENGINEER EA USE WITH STANDARD SPEWWATIONS FOR RMC WORKS OOIISTRUCiION CrrY ENGINEER DATE111E WITH STANDARD if'ECIi1GIT10NS FOR RJR1C wCIOfS CONSTRIlCT10N 1M�r i � 1 RR E g SmmT 1 6r 1 RCE 24953 fIQT I I RZ.E. 24953 IN6Fr I I Ir RCE. 24953 SmmT 16F I RCE 24953 DESCRIPTION OF CHANGE DATE CITY APPROVED - CITY OF RANCHO CUCAMONGA METROLINK STATION - PHASE 2 IRRIGATION DETAILS SOUTH PLATFORM - PARKING LOT �pr1DSC,gpF O P:AIL APPROVED BY: DATE: 46 CITY ENGINEE R.C.E. NO. 24953 W � DESIGN ����� RECOMMENDED 'OL CDM L.D. KING, INC. �Q DRAWN 21ONVENT)Ofj CENTER Y. SUITE 1008 9T JJB DATE �� TA�tlo, CA 9 F o osy 3�-0 E-4 OF CA / of CHECKED DRAWING NO. CITY STINE cPHAIL R.L.A. No. 4216 EXPIRES: 2-28-01 Ue' PROJECT SHEET NO. OF LOG MATCHLINE SEE SHEET L - 6 o I o • / o BP ■ pB Limit of Work 55 • 58 O • ■ , • ■ \ • ■ P A TI G NO CO RA ORS LL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF J ITEC NDI IONS ICH PREVENT INSTALLATION PER PLANS AND • ■ SPECI ICAT ONS. NTRACTOR SHALL BE RESPONSIBLE FOR • ■ REM ING ND R INSTALLING IRRIGATION EQUIPMENT, AND ■ imi of or REP ANTI AR S WHICH ARE NOT INSTALLED PER PLAN AND ■ • SPE 11 IC ION ■ • • ' 2. CON CT SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR \ ■ S ILP E R ON PLANT PIT REQUIREMENTS STAKING AND BACKFILL Bid Alternate ■ • / R QUI E EN Existing landscape nd irrigation - see Par ay • , ■ C NT OR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL Landscape e to in #1 05L. Alternotto install ND R O D UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE ees ■ • as sh0 SOL R SP SIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO o \ • , TH Cl Y DAMAGE OF SAID UNDERGOUND FACILITIES. O MG 9 • 4. N PL TING SHALL BE DONE UNTIL ALL OPERATIONS IN ON CTI y • • 1 TH INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN ■ MPL ED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING • EAS AVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, S E ITY W ND T WORK APPROVED BY THE CITY. • • • 14 -L F 5. A PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY ODI ICA T 0 S AND NDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION ■ 0 LLI E OFA PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A AVE E SENTATIVE OF THE CITY PRIOR TO EXCAVATION. ■ ■ ■ ' ■ 6. ONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR -- - ' _ R LACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT f - �_ ` O ORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE 0 1„ C STRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS ALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS .�� .:.art. . `§�` �;' •�r. ,i}.j / \ \ ' HERWISE APPROVED BY THE CITY. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES O ■ NLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE ��-\ \ I \ ■ ° OVERNED BY THE INDICATED PLANT SPACING REQUIRED. crAT2 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF Bid Alternate - - — 111 7 AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE j r / Existing landscape and fir. - -- LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO rngation - see Parkway i CITY STANDARDS AND DETAILS HEREON. �/ / Landscape Dg #1505L. - I Bid Alternate to install trees 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE as shown. APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES 2ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE O AZUSA CBASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE / Bid Alte nate REQUIRED RATES PER 1,000 SQ. FT. � Existing landscape e and atio - see arkw - Lan s a e Drawin #1505L. 4 0 BSNITROGEN STABILIZED SAWDUST I I Bid Alt note to nstal tree 125 IBS GRO-POWER PLUS \ I r II as sho 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER \ \ I I I I ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER I - I AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. \ I W W CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL \ ♦ I I I PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE Q Q FROM: INTRAVAIA SAND AND GRAVEL Y UPLAND, CA 91785 - ,--— (909)982-6713 SHEET REFERENCE INDEX MAP TREE PLANTING LEGEND WKEN AVE. ROW MODIFICATIONS REMOVED FROM SCOPE 9/22/00 TREE SYMBOL LEGEND Symbol Key Botanical Name Common Name Size Spacing Qty. Comments 1 MI gym, DESCRIPTION OF CHANGE DATE APPROVED � BP Brachychiton populneus Bottle Tree 15—Gal Per Plan 55 CITY OF RANCHO CUCAMONGA � TREE SYMBOL -- QUANTITY LI Lagerstroemia indica 'Select Purple' Crepe Myrtle 24"—Box Per Plan 0 METROLINK STATION - PHASE 2 SOIL TEST SAMPLE LOCATION - TREE PLANTING PLAN SOIL TEST WITH GROWTH TRIALS. 501E SAMPLES SHALL BE TAKEN SOUTH PLATFORM — PARKING L O T AFTER ROUGH GRADING IS COMPLETE. \' LS LI uidambar st acifluam 'Palo Alto' N.C.N 15—Gal Per Plan 2 Bid Alternate to fill In empty spaces ��. NDSCF APPROVED BY- / DATE: lC' > ��0 Bq� CITY ENGINEER �/ R.C.E. N0. 24953 o MG Magnolia grandlflora St. Mary N.C.N. 24 Box Per Plan 9 AR BAR�� �� 0 SCALE: 1 = 30DESIGN _ � `� ., RECOMMENDED r on LYNNE DEANE L-"K IV E:-- TLS E_ IVELI Z w LANdSCAPE ARCHITECTS a 9 c r c, DRAWN PB Pyrus betulaefolia Southworth Dancer Flowering Pear 15—Gal Per Plan 58 s1' (j\ * NAOMI GRUENTHAL L-5 OF 6/300��1\P log na Beach . CA 92651Forest Avenue, Suite 12 OP CALIF CHECKED 949-376-0240 FAX 949-497-1357 DRAWING NO. / LYNNE DEANE LYNNE DEANE BARBARO R.L.A.. No. 2325 f 7, XIR 6-30-01 PROJECT SHEET N0. 2 OF 5"7- LOG MODEL NO. M/10 DFR (QTY 2 IF CANNOT USE EXISTING)ARID M/6 DFR (QTY 1) OR EQUAL MANUFACTURER: CYCLE-SAFE, INC. 616-949-0589 BIKE LOCKERS TO MODEL fERCYCLOOPS 2175-8 (POWDER COAT WHITE) (QTY 4 IF CANNOT USE EXISTING)OR EQUAL MATCH EXISTING- MANUFACTURER: COLUMBIA CASCADE 800-547-1940 IF POSSIBLE, REUSE GOLF CART STORAGE, BIKE RACK TO MATCH EXISTING, EXISTING - STORAGE TRANSFORMER AND USE EXISTING RACK IF POSSIBLE SHALL BE FOR ACCESS DRIVE AS ONE OF THE RACKS 26 BIKES ®AT1 BP 1 43 h 11 M RO I --------------- • . . ■ 0 ■ Limit of ork -- - - -- — —_ — — -- -- - - • ■ • A u ■ 23 0 ■ l i o o k I • / • • • PB • 35 o • � ■ SC o • ~tel / ■ / r uYitJl�iUlulllilil IIIII / ■ ■ • II II III - • • 0 • ■ III ® • MATCHLINE - SEE SHEET L 5 SHEET REFERENCE INDEX MAP TREE PLANTING LEGEN D TREE SYMBOL LEGEND Symbol K ey Botanical Name Common Name Size Spacing Q t . Comments A&MIWKEN AVE. ROW MODIFICATONS REMOVED FROM SCOPE 9/22/00 DESCRIPTION OF CHANGE DATE APP VD � BP Brachychiton populneus Bottle Tree 15—Gal Per Plan 43 TREE SYMBOL CITY OF RANCHO CUCAMONGA - ---- QUANTITY LI Lagerstroemia indica 'Select Purple' Crepe Myrtle 24"—Box Per Plan 23 METROLINK STATION - PHASE 2 SOIL TEST SAMPLE LOCATION - � SOIL TEST WITH GROWTH TRIALS. TREE PLANTING PLAN SOIL SAMPLES SHALL BE TAKEN � SOUTH PLATFORM - PARKING L O T AFTER ROUGH GRADING IS COMPLETE. LS Liquidambar styracifluam 'Palo Alto' N.C.N 15—Gal Per Plan 0 Bid Alternate to fill In empty spaces SCALE: 1" = 30' i ac APPROVED BY: DATE: 3 cd ��o `g BgR�gQ CITY ENGINEE R.C.E. N0. St. Mary' N.C.N. 24 Box Per Plan 0 � 0 24953 o MG Magnolia grandiflora [4r` VVO DESIGN RECOMMENDED LYNNE DEANE LY fV fV w � I L,- N � LJN�SGAPE AF3GHITEGTS PB Pyrus betulaefolia 'Southworth' � oiure Cl? DRAWN ♦c C' y0 Southworth Dancer Flowering Pear 15 Gal Per Plan 35 NAOMI GRUENTHAL �-6 6 30 ��P 3tte B4 Forest Avenue, Bu12 OF Laa F OF CA�1F CHECKED 949—gun 49-376 each, OF 94992651-497-1357 DRAWING NO. LYNNE DEANE LYNNE DEANE BARBARO R.L.A.. No. 2325 171-13-L EXPIRES: 6-30-01 JDBN PROJECT SHEET N0. OF LOG MATCHLINE SEE SHEET L - 8 _V / 56 EM 5 G 2 14 56 G 56 10 5 LM 56 G LY RJ 25 0 7 40 6 5 G G EM 6 4 G 56 G G 56 � � 56 / 56 G � G RC G G 100 56 56 o EM 56 LY U G 56 7 14 56 Limit of Work / 0 8 56 5 RJ 6 LY 5 G ° G 14 56 LM G - 11 / LY G 56 G 56 1 2 �J LY * + * G 56 II- + + + + RJ 56 *+*+++* RI 56 5 RJ 47 94 15 + + + + LY G + + + + 14 56 � II \ + + + G G 56 O P TING NO S+ 56 56 EM / + + + • + WW G 13 C 65LY G 56 G J CO RA TOR S LL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF 56 56 ITE C NDI IONS ICH PREVENT INSTALLATION PER PLANS AND + RJ G SPECT ICAT ONS. NTRACTOR SHALL BE RESPONSIBLE FOR +++++ 5 RJ 56 REM TNG ND R INSTALLING IRRIGATION EQUIPMENT,AND \ + .++ LY 5 G G im i of or REP NTIN AR S WHICH ARE NOT INSTALLED PER PLAN AND +++ ++ 14 56 56 EM a SPE IFICA ION + + G + 7+*++ 56 a 2. CONT CT SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR �— ++*++++ + G G a S IL PRE ON, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL Bid Alternate III + +++ + 56 " 56 a R QUIRE EN Existing landscape nd �\ —II *+*+*+++ G LM as irrigation - see Par ay *+++ *+ RJ " 56 1 0 ana / C NT OR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL Landscape Drawing #1 05L. I ++*+ +++ 7 G G qQa Alternate to install ound I '+'+*+ + LY 56 cover ashown. + 56 Qaa ND R 0 D UTILITIES, PIPES, STRUCTURES, ETC.,AND SHALL TAKE I- + + + + 16 G as SOL RSP SIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO i-- + + + + 1 I ++ - as TH Cl Y DAMAGE OF SAID UNDERGOUND FACILITIES. _ G G - as ++*++ RJ 56 56 •QQa 4. N P TING SHALL BE DONE UNTIL ALL OPERATIONS IN aaaa ON U CTI aaa 56 I TH INSTALLATION F THE SPRINKLER SYSTEM Y O O S HAVE BEEN L S S • aaaa 16 aaaa MPL ED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING aaaa aaaa REAS AVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, EO aaaa S E TTY W ND T WORK APPROVED BY THE CITY. + WW ++++ 144 - as 14 —L FO 5. A PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY *'++ a ODI ICAT Of�S AND NDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION *`'+' * LM as 0 LLI E OF PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A +*+++++, 9 aaa AVE E REP SENTATIVE OF THE CITY PRIOR TO EXCAVATION. ++++ + + a + + + 6. ONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR + + + __ rE R LACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT + + + +++ E6M 1 0 M 'aaaa°aa 0 ORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE ++++ + a°° C STRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS III + + + + + + LM RI a ALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS III I— + + + + LM RI LM RI * * * 11 313 12 JC JC 173 9 1 5 HERWISE APPROVED BY THE CITY. + + + + I= +++++++ p e orotiv Met I Fenc — - 5 6 QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES Plan NLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE / * + OVERNED BY THE INDICATED PLANT SPACING REQUIRED. A 2 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF Bid Alternate XXXXXV —III— -- 111 7 AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE — I LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO EExisting landscape and -- - _ - igation - see Parkwoy _ CITY STANDARDS AND DETAILS HEREON. _� I III I I-III III III I I- I IIIA I IIII=1 I - __ _ _- III=1 I I=1 � �= I I I=1 = Landscape Drawing #15 5L. - _ _ - - - 9. CLEAN-UP SHALL TAK E PLACE ON A DAILY BASIS UNLESS OTHERWISE Bid Alternate to install ground JC I cover as shown. 58 JC DV APPROVED BY THE CITY. / 36 7 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES j ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE All AZUSA CO BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). - - / ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE note REQUIRED RATES PER 1,000 SQ. FT. Exi ting ndscope and / I atior r I A 1 11 4 CY. NITROGEN STABILIZED SAWDUST Lan s ape Drawin #1505L. 120 IBS GYPSUM Bid Alt nate to nstalro n g 125 IBS GRO-POWER PLUS ' cover cN hown. I 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER I Existing rant Material - Protect Place, Typ. AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. { GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. / W CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE � FROM: INTRAVAIA SAND AND GRAVEL u - UPLAND, CA 91785 (909)982-6713 SHEET REFERENCE INDEX MAP SHRUB PLANTING LEGEN1� GROUND COVER PLANTING LEGEND MILLIKEN AVE. ROW MODIFICATIONS REMOVED FROM SCOPE 9/22/00 D DESCRIPTION OF CHANGE DATE CITY Symbol Key Botanical Name Common Name Size Spacing Qty Comments Symbol Key Botanical Name Common Name Size Spacing Qty Comments APPROVED RMDV Dietes vegeta Fortnight Lily 5—Gal 5' 0.C. 7 Triangular Spacing JC Juniperus chinensis 'Sea Spray' NCN 5—Gal 6' 0.C. 11 Triangular Spacing (Bid Alternate additional Qty. 142) CITY OF RANCHO CUCAMONGA EM Escalonia 'Newport Dwarf NCN 5—Gal 4' 0.C. 70 Triangular Spacing LY Lantana Hybrid. Spreading 'Yellow Spredder' NCN 5—Gal 4' 0.C. 147 Triangular Spacing METROLINK STATION - PHASE 2 SHRUB SYMBOL LEGEND hf, rr. SHRUB & GROUND COVER ;.,•;,,,,tf RI Rhaphialepis indica Ballerina NCN 5—Gal 3 0.C. 695 Triangular Spacing LM Lantana montevidensis Trailing Lantana 5—Gal 6 0.C. 90 Triangular Spacing PLANTING PLAN SHRUB/GROUND COVER SYMBOL - RC Rhaphiolepis indica 'Clara' NCN 5—Gal 5' 0.C. 100 Triangular Spacing � TJ Trachelospermum jasminoides Star Jasmine 5—Gal 2' 0.C. 0 Triangular Spacing QUANTITY SOUTH PLATFORM PARKING LOT APPROVED BY: ;� - - DATE: � i I � I I ' ' M pNDSCAp ® RJ Rhaphiolepis indica Jack Evans NCN 5—Gal 5 0.C. 52 Tirangular Spacing , , , G Gazania hybrid Mitsuwa Mitsuwa Clumping Gazania Flats 8 O.C. 2612 pints Tirangular Spacing p�OARBgRFqCITY ENGINEER R C.E. IN 24953 O o 'Y/� SCALE: 1�� = 30' DESIGN i is RECOMMENDED D W - o n LYNNE DEANE L_Y IV IV L��A IV E WW Westringia Wynabbie Gem Hybrid Austrialian Rosemary 5—Gal 4 O.C. 279 Triangular Spacing Z '�z w LANDSCAPE ARCHITECTS i DRAWN >� * NAOMI GRUENTHAL E-7 XY Xylosma congestum 'Compacta' Compact Xylosma 5—Gal 8' O.C. 0 Triangular Spacing s�r�t s�3olo \P 384 Forest Avenue, 92112 of LaguOF- CALIF CHECKED 949-376-0240 FAX 949-497-1357 DRAWING/NO. / LYNNE DEANE LYNNE DEANE BARBARO R.L.A.. No. 2325 l 7`- 3 -`- XPIR • 6-30-01 CL,EN dOB/ PROJECT SHEET NO. 110 OF LOG i MODEL NO. M110 DFR (QTY 2 IF CANNOT USE EXISTING)AND M/6 DFR (QTY 1)OR EQUAL MANUFACTURER: CYCLE-SAFE, INC. 616-949-0589 BIKE LOCKERS TO MODEL NO.: SUPERCYCL 5-8 (POWDER COAT WHITE) (QTY 4 IF CANNOT USE EXISTING) OR EQUAL MATCH EXISTING- MANUFACTURER: COLUMBIA CASCADE 800-547-1940 IF POSSIBLE, REUSE BIKE RACK TO MATCH EXISTING, EXISTING - STORAGE USE EXISTING RACK IF POSSIBLE SHALL BE FOR AS ONE OF THE RACKS 26 BIKES GOLF CART STORAGE, TRANSFORMER AND ACCESS DRIVE XY WW RC RC RC RC RC Q V W 9 ®AT1 48 30 RC 1 1 1 ------------ ---------------- 1 -- - _— - r —- i - -- — — ----------- ---- ----- ------ — ---------- 01 Limit of ork - — + + + + ++ ++ + + TJ + + WW + + + TJ 73 LM 32 +++ + LM RC EN LM 486 EN LM + + + 41 9 2 9 2 14 32 R5 ++++ 0 G LM G56 + +++ + 56 + + ++ G + + + + + + + + 11 56 +++++++ 18 i i o o k LM G + + 1 1 EN G 56 ��i 56 / 56 EN 16 7 G G G 56 56 56 G 56G G 56 G 56 G 56 RC i 56 G 91 RJ 56 LM G 5 7 G o / L G 12 , 56 o N J SC � 5 G 56 G � �� � 56 56 1 Y EN - o RJ ® LM G 5 G LY 10 it IIII N 14 III I I I� 5 G RJ G 0 56 5 56 III / 6 LY G ,/ RJ 2 16 LY 7 • � `� ! ° � EN 8 LM 1 10 MATCHLINE SEE SHEET L - 7 SHEET REFERENCE INDEX MAP SHRUB PLANTING LEGEND GROUND COVER PLANTING LEGEND 1A MILUKEN AVE. ROW MODIFICATIONS REMOVED FROM SCOPE 9/22/00 DESCRIPTION OF CHANGE DATE CITY Symbol Key Botanical Name Common Name Size Spacing Qty Comments Symbol Key Botanical Name Common Name Size Spacing Qty Comments APPROVED DV Dietes vegeta Fortnight Lily 5—Gal 5' 0.C. 0 Triangular Spacing JC Juniperus chinensis 'Sea Spray NCN 5—Gal 6' 0.C. 0 Triangular Spacing (Bid Alternate additional Qty. 142) CITY OF RANCHO CUCAMONGA — II EN Escalonia Newport Dwarf NCN 5—Gal 4 0.C. 59 Triangular Spacing LY Lantana Hybrid. Spreading Yellow Spredder NCN 5—Gal 4 0.C. 61 Triangular Spacing SHRUB SYMBOL LEGEND METROLINK STATI0N PHASE 2 L 4 SHRUB & GROUND COVER RI Rhaphiolepis indica 'Ballerina' NCN 5—Gal 3' 0.C. 0 Triangular Spacing LM Lantana montevidensis Trailing Lantana 5—Gal 6' 0.C. 141 Triangular Spacing PLANTING PLAN SHRUB/GROUND COVER SYMBOL — RC Rhaphiolepis indica 'Clara' NCN 5—Gal 5' 0.C. 161 Triangular Spacing TJ Trachelospermum jasminoides Star Jasmine 5—Gal 2' 0.C. 559 Triangular Spacing QUANTITY SCALE: 1" = 30' SOUTH PLATFORM - PARKING LOT APPROVED BY: DATE: 3 _ RJ Rhaphiolepis indica 'Jack Evans' NCN 5—Gal 5' O.C. 24 Triangular Spacing G Gazania hybrid 'Mitsuwa' Mitsuwa Clumping Gazania Flats 8" O.C. 1495 Ints Tiran ular Spacing �PNoscgpF 9 P 9 Yb � P' 9 P 9 P 9 o CITY ENGINEER,// � R.C.E. N0. 24953 �F. Bp,RBgR Q — n ^ DESIGN111_77___ a RECOMMENDED WW Westringia Wynabbie Gem Hybrid Austrialian Rosemary 5 Gal 4 0.C. 191 Triangular Spacing � W N LYNNE DEANE L_YtV IV L> �A IV ZLANr>SCAPE ARCHriEC_1S z Z DRAWN gna u.e XY Xylosma con estum 'Compacta' Compact xylosma 5—Gal 8' 0.C. 48 Triangular Spacing T e o� P NAOMI GRUENTHAL � ASuits 12 L_8 ofLas�nC51 6/30 -376-0240 FAX 949-497-1357 F OF �,L1F0� CHECKED DRAWING � LYNNE DEANE LYNNE DEANE BARBARO R.L.A.. No. 2325 1 -7171 PI 6-30-01 c PROJECT SHEET NO. 3_1 OF LOG NOTED NOTES: 1. PEMOK NNl"Y WAIFS !. MAA1LLE PLUM AND 1. SLOPE IN TURF AREAS: a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% r A SM TIME FPO� TD 0" b. BEHIND SIDEWALK/MNL - Z% TO 5:1 MAX \ t 1 (1) OCCASIONAL SLOPE VARIATIONS OF UP 4:1 WILL BE ` \J N PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL 2. SLOPES IN SHRUB/GROUND COVER AREAS: \/ n E a. BETWEEN CURB AND SIDEWALK/TRAIL - 2x n \ W N SID AI 1 b BEHIND SIDEWALK L - 2x MIN. TO 3:1 MAX n /TR 1 OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTED 1� � FEMHALF � ��' IN LOCALIZED AREAS MATH CITY ENGINEER'S APPROVAL, PROVIDED 2 �� � PL�� AREA THAT SUCH SLOPES OVER 3:1 DO NOT D(CEED 12' IN VERTICAL HEIGHT. LO 7TE W LTE PIA N K 1pITLY l>alAlllm T�1 10 PO�1 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE D N�ITE7s0) Me!*L BY CASE BASIS AND MALL REQUIRE APPROVAL OF THE CITY ENGINEER. m Ip � v rLDQ10 �7Ff TRE. a!f Tw w sum Q� � � 4' =W OW IUCI+I IIOT NJPP90 LOW AS 70 OR AIOM HEAD OF 7111111 MW �r AIM W v SILT] Wimm HAAT PFRMTTTL TIE HEAD 10 OROt+. 111181 7mm AMAKTS OF CM 7M WIMD Rr. ATUM WITH OIILMANIM) 2#*>tla w 70 r LOOK POL EL r DYL LWK POE PINE Z ME] WTm WOOD FRES"h ITINE >� ORK A MINIM UM OF r NIC u06TURRD Solt AND POSITION XVIM OUTSIDE AM BALL. F101R Y om AW N ROOT M TLW AFEW AND LL IADP EF 10 EXTIM r PUNT PIT SIC K 7m 7HE 71aTTLY ool111"AMED r 111911111170 I= WIOTH OF THE 10 w L. OUTSIDE PUBLIC R.O.W. IWOUND ���70ft LiOMe TE OUTME OF PLANT PIT. eF1e1S N TMA wm 1C K REMOVED PRIOR 70 CITY 4__ 7 � 'NRF. SHRUB / 1MTW DAaWiL WITH H� 1. ALL SHRUBS AND GROUND COVER TO BE RMRtm AT EDUAL 5P'ACWG UNLESS OTHERWISE INDICATED ON -- _GROUND COVER 2X A�IFI; � PLANS SEE LEGEND FOR SPACING REquRE31"rs. r IN0111ITUIllow NA71VE 9ML 2 WHERE ANTED ADACENT TO WALLS. WAL M CURBS OR WITHIN PUBLIC RIGHT—OF—WAY r PLANTED LDITTATIONS. ALL SHRUBS AND GROUND COVER (SEE NOTES HEREON) maw __ SHALL BE PLANTED AT ONE—HALF THE DESKMTED SPACING "a mmm ROUcs MOM THAN r OM. 1. UN IMI WMM 11007E BY LOOR?fW AL F=M AT EDDE FROM SUCH LNrMTS SEE LEGEND FOR SPACING REQUIREMENTS. of ROOT MNL. 00 NOT CW= ROOT WLL 3. SPACING SHALL GOVERN THE FINAL QUAWffIES OF PLANT R M�PLANT QUANTITIES INDICATED ON THE NATIVE UL IAO16T11RRD LEGEND ARE ESTINIATES ONLY. TAKE ROOT MALL WQtH CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CI'T'Y OF RANCHO CUCAMONGA, CALIFORNIA I � ALLOWABLE GRADES >RAN.�s P te'" DOUBLE STAKED TREE '�"""'�mm ;am 4vplvm FIN STM PLw1 541 5 GAL S 24" BOX 502 CONTAINER PLANTING 506 SHRUB AND GROUND COVER IT"`"""N1 IIS WIw s1I.M.. IOI.Ra Pi!Ww.aelal �,I LW I CRY Dome ts.IIll.ilr.w.ledtWa.N.PlSN2 s olrinl�ielell ctrr Mom SPACING 508 24953 mm M WNI AA1N1� NII NRA:Wows e01111IMLIII0I1 saT I w I �4m993 NCi 24953 sl1ET I w I 24953 Til M WRN Immm WWdrld6W m NII PMN W10wQ 6011111mm1011 stir 10►I CITY t7lYmt PROPERTY LINE 6' HIGH SAFETY FENCE PLANTING PARKING PARKING AREA SIDEWALK AREA UnUTIM STERN oRAN R.R ROW r OF COMPACTED WOOD CHP I MULIX x TTLRY U ._ .. ...,..r _ CURB ALK. EM FVM GRADE r:3 POU _r o _c tr � axRe AND MER I to' S' 11 * r m. MK SECTION A SCALE : 8 1 t sIOEWALx SHOAL CUT EooE COMPACTED CP C. t (DS-Ly 3 MILLIKEN AVENUE ROW NATIVE SOK. E CURB AND GUTTER--' 5' MMI. MIN. :Ic ND STRUCTURE � CATCH BASH NOTM TRANSFORMER VAUILT. PROPERTY LINE 6' 1• PRIOR of THE MULCH. THE ccNTmcToR SHLA<L NOTES: HIGH SAFETY FENCE SLOW A* 1. THEE SPAcm sNALL cm*m M TO PLANS Ammm By THE cmr EmmNEER PLANTING MILLIKEN AVENUE Z INTO EDGES AT GROUND COKER AREAS. Z ��AS,�� PARKING AREA AREA 3. MOISTEN MULCH AFTER OW&LATI N TO ASSIST N COMPACTION. 3. AT NSI LOCAL. RE51Dm iALAOCAL REsIDorTLAI woomnow PLACE tst SIDEWALK 4. PLACE NO MULCH WTTHLN A r RADIUS OF THE CROWN OF A WOODY PLANT. PARKWAY TREE AT A MRN. OF 25' FROM BCR OR ECR 4. MANTAN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UINEROROUND FACILITIES. N ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTlIUTY OWNED WATER & SEWER LATERAL LIES 5. TREES *L LL NOT BE LOCATED ON PROPERTY U1NEL UL. STREET TREES ARE SUBJECT TO INSPECTION AHD ACCEPTANCE BY THE ENGINEERING ONIM ♦ 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA SECTION C T I 0 N SCALE : 1 — 1 �M� MULCH INSTALLATION 509 PL�1 �M� TREE PLACEMENT ��PLAN 8 SEE CITY PLANS Cm Nee 11111110 111011111am M Mil spowmamm IR I1RR OlrAR10CIWM s0<ti I.I C"10111111110011 MOM SNSM wwwwo l m w Pis WOsf sQT 10►I 1425-L A&MILLIKEN AVE. ROW MODIFICATIONS REMOVED FROM SCOPE 9/22/00 DESCRIPTION OF CHANGE DATE APPROVED o CITY OF RANCHO CUCAMONGA METROLINK STATION - PHASE 2 PLANTING DETAILS & SECTIONS SOUTH PLATFORM - PARKING LOT o �_WDSC q APPROVED BY: ' DATE: 3 �����eARBgRo o CITY ENGINEE � R.C.E. N0. 24953 o DESIGN - =.' a.. . RECOMMENDED Z� LYNNE DEANE LYNNE MANE BARBARA ou.e S S O C I A TE S OD * DRAWN °oEz � � u6/30 NAOMI GRUENTHAL �F t , S�ft 12 OF CALIF Laguna Beach. CA 92651 �—q " OF 949-376-0240 FAX 949-497-1357 CHECKED DRAWING N0. LYNNE DEANE LYNNE DEANE BARBARO R.L.A.. No. 2325 7L� —L, EXPIRES: 6-30-01 c �T PROJECT SHEET NO. OF 31 LOG