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HomeMy WebLinkAbout1787-L fi _I ISI DEVELOPER/OWNER :D D - A DSCA A C C A A .\. S CHAFFEY JOINT UNION HIGH SCHOOL DISTRICT MEDIAN ISLAND LANDSCAPE IMPROVEMENT PLANS FOR MILLIKEN AVENUE LOS OSOS HIGH SCHOOL STA . 37 + 27 . 41 TO STA . 50 + 82 . 00 ( BETWEEN BANYAN AND WILSON ) 211 WEST 5TH STREET ONTARIO, CA 91764 TEL. NO. : (909)988- 8511 CONTACT PERSON: JOHN GROW LANDSCAPE MAINTENANCE DISTRICT N0 . 6 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 L_ 1 TITLE SHEET set 15 i ; LANDSCAPE ARCHITECT AND THE CITY. t 5 65 w2LOE1Mr at i i 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L- 2 HARDSCAPE PLAN MILLS 11 i 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD I i SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L- 3 HARDSCAPE PLAN MILS THE SI E ^< Ar n .. ----- ---- ------- 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L- 4 IRRIGATION PLAN "� D1 A" i DAMAGE INSURANCE AS REQUIRED BY LAW. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L— 5 IRRIGATION PLAN a pj �\ I -----_ 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. attair r til "AV"►��°A t 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L- 6 PLANTING PLAN "awsm CTRECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 30 '��� 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L- 7 PLANTING PLAN M r -------� HAVE BEEN APPROVED BY THE CITY ENGINEER. i0ft i `� 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 FOOT L- 8 IRRIGATION AND PLANTING DETAILS WIDE FLAT AREA AT THE TOE OF SLOPE. �, L- 9 IRRIGATION SPECIFICATIONS 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT warI ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL L- 10 PLANTING SPECIFICATIONS c I :'� I CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE a t I ,� OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW • HI LAND GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL f r� ^109CfJ " l I:q .?F. b5S4n 6 � * � � REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER N h1hWn COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. i " 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. reM �iaff a MONGA ST MRS R rtnn b' — ' ` CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 438 0525. 1� N AV31 S r . E n ° f ►ar,ortND 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: SI CT f Qom( I �I IA MAK.,'�M•, # BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS rem sr A� t � � D �I�, ' q� " NTS * BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS W ST * BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK 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, CONSULTANTS MAINTENANCE RESPONSIBILITY MAP PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. • 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 AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. A • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. NORTHERN MEDIAN * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. (PuruRE INST4L,aTION) WILSON ASSOCIATES Associated Engineers Inc. 11262 WARMINGTON STREET � - - RIVERSIDE, CA 92503 3311 EAST SHELBY STREET e ONTARIO, CA 91764 f LANDSCAPE MAINTENANCE AREA RIVERSIDE, (909) 980-1982 • FAX: (909) 941 -0891 ' _ C�UTURE� (909) 353- 2436 i SH EET L 3 353- 1103 FAX ISHEET L- 5 (909)SHEET L- 7 r LANDSCAPE QUANTITIES I I COCA MILLIKEN AVENUE MILLIKEN AVENUE MEDIAN �r MEDIAN SOUTH NORTH (FUTURE) LANDSCAPE MAINTENANCE REA DESCRIPTION OF REVISION DATE `x"' i I — N TURF LANDSCAPE AREA: 1 ,692 SQ. FT. 1 ,378 SQ. FT. I SHEET L 2 ON D SHEET L- 4 HARDSCAPE AREA (75%): 7,370 SQ. FT. 31450 SQ. FT. Q ) O CITY OF RANCHO CUCAMONGA SHEET L-6 LANDSCAPE ARCHITECTURAL PLANS — 0 SQ.FT. MEDIAN ISLAND LANDSCAPE IMPROVEMENT TURF AREA I � � PLANS FOR MILLIKEN AVENUE TOTAL AREA — 13,890 SQ.FT. F -at-.rF� -� �_. 7>� :.t-.�..:..r., -•_ U 1 tA1'1 F� ` FR�,.L, �.a :F„ s.,.+.r+1Er±..,�_z.�tF,a;f i.c�itR� �-:.mss.:y�'�:-._ - - TITLE SHEET �} de ja Al APPROVED BY: DATE: .... IMPORTANT NOTICE �,p,NDS A CITY ENGINEER RCE: 495 Section 4216/4217 of the Goverment �� Gp�I 4,p • MILLIKEN AVENUE Code require, Alert before �, NO. 2,22 ti WILSON MEDIAN TREES: Number be wed before o � s °�''i � ENDED Permit to Excavate vAl be valid • m SW � " 12— 15 GAL. LIQUIDAMBAR STYRACIFLUA 'FESTIVAL' / AMERICAN SWEETGUM for your N Alert ID Number mit gnaure ASSOCIATES UNDERGROUND SERVICE ALERT 30 03 DRAWN � - sHEEr * entwa e * Working Doye before You Dig ._ 0�� � Landscape 1 -800-422-4133 s/25/02 Sw Architecture L-1 of 1010— 15 GAL. PINUS CANARIENSIS CANARY ISLAND PINE 4? Dote 22Wanq3t• NTS For Underground Locating OFCA� CHECKED RIve CA V20503 DRAWING No. Sw (909) 353-2436 -L PROJECT SHEET N0. OF C055LESTONENOTES: r: f"IATCHLINF - I WE $Hr T L. O b" t0 8" LOCAL RIVER RUN GRANITE FOR 'NOSE" PORTIONS OF MEDIANS TO BE 1. NAND PLACE ON CONCRETE SETTING BED WITH FLATTER SIDES UP TO FORM A UNIFORM ' CROWNED IN MIDDLE, SEE DETAIL ON THIS 6�4r. SURFACE IN THE DRAINAGE BED. � � I � N 3b„D I f"IATCHLINt 3h 'D I Z4 'D 2 GRADUATED SIZES OF LOCAL RIVER RUN GRANITE STONES, INSTALLED IN THE 7 I I 0 2. PROVIDE LESS UNIFORMITY AS STONE GRADUATES IN SIZE AND PLACEMENT AWAY FROM ,.-.�.. �� �� �� �� �� � t6; FOLLOWING TWO STEP PROCESS: DRAINAGE COURSE. THIS sH `eT j 2 2 I I d). 24” WIDE DRAINAGE COURSE IN CENTRAL PORTION OF ROCK AREA USING 4" - 6" I N •" Z4"D I DIAMETER STONES. 3. DEPTH OF STONE EMBEDMENT FOR FREE STANDING BOULDERS TO BE NO LESS THAN f b). PERIMETER AREAS TO BE 6" TO 12" DIAMETER STONES, 1/3 THE DIAMETER OF THE STONE. I 3b'b i O3 BOULDER PLACEMENT PER DETAIL THIS SHEET, FINAL LOCATIONS TO BE DETER"�iNED 4. COMPACT SUB-GRADE TO A HARD, FIRM, UNYIELDING SURFACE SMOOTH AND TRUE TO N 8 I IN THE FIELD BY CITY (SIZE 2' TO I I LINE AND GRADE, TEST FOR REOUIRED °109- COMPACTION PRIOR TO PLACEMENT OF ROCKWORK. 2L-11, I ® CONCRIFTE CURB PER CIVIL ENGINEER'S PLANS, REINFORCED ONCRETE 2'X 2' CATCH BASIN WITH GRATE SET IN CONCRETE SUBBASE. 5. CONTRACTOR TO PROVIDE SAMPLE ROCKWORK AREA (AT LEAST 10 LINEAL FEET) SET UP I I I ( O5 E C _ I I _ BROOKS MODEL 2424 OR APPROVED EQUAL. CONNECT TO STORM DRAIN. RSTRUCTIDN OF COBBLESTONE INLAY. CITY INSPECTOR HAS FINAL APQROVAL 00 OF— II I �;; I © 2. 6 PVC SLEEVES INSTALLED PER APPROVED STREET IMPROVEMENT PLANS FOR I I IRRIGATION AND ELECTRICAL SERVICE. 6. ADJUST PLANTER AREA GRADES TO FLOW 2% MIN, INTO DRAINAGE COURSE (TYPICAL). i C 1 3b 'c I I A I A " T t A T A 1 AD A T 4 OP ADJACENT GRADE PLANTING REAS SO THAT FINISHED GRADE ENDS UP BELOW OF D EN C055LFSTONESIZING SCHEDULE: CURB TO ALLOW FOR 4" SNRMDED BARK MULCH LAYER. 'D I - I I SIZE PERCENTAGE 11 8. WHERE NOT CURB-ADJACENT DRAINAGE COURSE TO MAINTAIN AVERAGE DEPTH OF 12 WITH �. r lo--0 I4" - b" DIAMETER 30ga VARIATIONS t0 10" OR 14" AS APPROVED BY CITY INSPECTOR. 'Cl 12" DIAMETER wo N 12" - 24" DIAMETER Iro I W 2-� - I 24" - 36" DIAMETER 100 °A THE 2 WIDE DRAINAGE COURSE WIDTH IS PROVIDED FOR BID PURPOSES ONLY. ACTUAL I Z4„p I INSTALLATION IN THE FIELD SHALL ALLOW FOR NATURAL APPEARING FLUCTUATIONS IN WIDTH W j I I I FROM 1.1/2' TO 2-1/1' WIDE OR AS DIRECTED AS BY THE CITY INSPECTOR. I z N 36"c I 10. THE ELEVATION RELATIVE TO TOP OF CURB OF THE SWALE CENTER LINE SHALL ALSO W . * I NOTE. FLUCTUATE SO AS NOT TO APPEAR CHUTE-LIKE OR ENGINMED, RE'rt'R TO SECTIONS FOR Z ALLOWABLE RANGES, I I - N I I CONTRACTOR SHALL BE REQUIRED TO OBTAIN A CURRENT 11. ROCKS SHALL BE SMOOTH ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS OR I N I AGRONOMIC SOILS RE°ORT PRIOR TO CONSTRUC ION OF EXCESSIVE IRON CONTENT. MEDIANS. CONTRACTOR TO PROVIDE A COPY TO CITY -9 -3 N INSPECTOR AND LANDSCAPE ARCHITECT. 12. ALL SPACES BETWEEN STONES (EXCEPT FOR DRAINAGE SWALE) SHALL BE FELLED WITH '¢ I I CLASS 'D' MORTAR. I PART CEMENT TO 2-1/2 PARTS SAND 2,000 PSI PORTLAND CEMENT, C"III I '� Ib I I Z N « + I NO DRY PACK WILL BE ALLOWED. I � 24 'D 1 1 W 3 N LOCALLY AVAILABLE DECORATIVE W I I BOULDERS - 24"-3b” PER CONST. o •� 3b"D I PLAN - SET 1/3 BELOW FINISH GRADE I l - -,�.. 6' • j I � Z4" TO 3b" DERE J CO 00 ' ' T'1'PICAL NO -� I - I FINISH GRADE 24 'D I I N 1/3 DEPTH 41 rj 2411x1 I -1 I I=1 I I—' r . 1/ I pj I I I W% COMPACTED I - I � SOIL III—III ISI—ISI=_ . I — I I - I 50U�DER P�ACVZNT DETAIL 1 I 'D I I 3 MIN. CONIC. BED - - SECTION - A=A I STA 37 + 27.41 EC 1 I ' BHT L-3 - I I aH T -r _ - I SHAT L-Z � 3 6 'D 4 � N - I m 20 4m >z0 �� 1 SCALE 1 = 2m I I 7-1 E IMPORTANT NOTICE L - f �;. , N i E — ( � , - - 41D I _ Section 4216/4217 of the Goverment Code requires a Pig Alert identification I i 1 Number be issued before a I Permit to Excavate will be valid For your Dig Alert ID Number Call I UNDERGROUND SERVICE ALERT DESCRIPTION OF REVISION DATE APPROVED- 120 �tovED: 120" WD 2' x° + 33.40 CL OF -32' CATCH BASIN ( 1 -800- 422-4133 L-----------------------------T ------------------- F" L-2 For Underground Locating CITY OF RANCHO CU CAM ON GA > "'r L.-42 Working Days before You Dig BANYAN REET HrT L.-6` I '' I � -b HARDSCAPE PLAN T I CD - MEDIAN ISLAND LANDSCAPE IMPROVEMENT �+ I -- PLANS FOR MILLIKEN AVENUE 00 24'b NDSC – E – I – — I I ' �o �� wig ' STA. 37+27.41 TO STA. 50+82.00 MATCH L ININ 3b = .� 1iµ_; e o o. 2122 , ti APPROVED BY: DATE: N TH Ia i ; CITY ENGINEER RCE: 495 I w I i9 nature C7 —r DESIGN COMM 630 03 ,� enewo o e Sw WILSON DRAWN ASSOCIATES SHEET I rF OF CA\_O � EC Locni ecpe L-2 of 10 NOT TO SCALE 11262 Wormington St. ka CHECKED aDRAWtN NO. Riverside, CA 92503 Sw (909) 353-2436 —L PROJECT SHEET N0. OF I Ir .11 1in _ GRADUATED SIZES OF LOCAL, 9" AVERAGE DEPTH. RANGE RIVER RUN GRANITE STONES 8" TO 12" AS APF"ROVED 4" TO b" WITH OCCASIONAL `n STA 50 + 75.50 BCR I OVERSIZED STONE BY CITY INSPECTOR BOULDER PLACEMENT PER I I EDGE OF STREAM BED SHALL I DETAIL. FINAL LOCATION TO TIMI ��< NOT BLOC}C 2% FLOW INTO STREAM. BE DETERMINED IN THE FIELD �� BY CITY INSPECTOR. (SIZE 1' (TYPICAL BOTH SIDES). TO 3' DIA.) Z4"D 3b"D 4" DEEP BARK MULCH I CONCRETE CURES PER MATCHLINE' - TH Is a*4M17 °° 1 2% MIN, CITY ENGINEER'S PLANS 2% MIN, r I I I 24"D I I-1 I I=1 I I=1�I�I�1= • , —III-1 I I-1�1=1 I I-1 � _—_—_—III-III-1I1=111=1II _—III-1I1=1II—II1=1II _ _ I � ° '— — " I ' I I ,I I i_I I I— I I—I I I_I�I i,I�I. .I�li •- � - I I I I —I I I_I�I III ' ' '—I I li III—I i i_I�I��,� ' ,I . il I I� I� II�- •_=_—i=i , , - ;I, , . I I I II I I I I I I I�� 24„DN CONCRETE TO BE 3" MIN. I" COMPACTED SAND -9 I SUBBASE 2' AVERAGE SETTING E LASS E2 m D 25mm I - I " DRAIN E E1 '4 t V I VARIES COUR (TYP.) VARIES „W 3 I O I 6' �` I VARIES MEANDERING +RIABLK WIDTH VARIES D I I 0 . 3, 0 t TYPICALLY 4' TO 6' WIDE WITH o I OCCASIONAL F UCTUATIONS TO 24 'D I I A 3' TO '1' W10% I , - 'A't -6 I TYPIC4 MIANDERIN4 COBS�FSTONR STRFAM BED - BECTION=5-5 � I o I REINFORCED CONCRETE, 2' $Q. BOULDER PLACEMENT PER N I S CATCH BASIN, THROUGH CONC. DETAIL. FINAL LOCATION TO SUBBASE. SEE ENG'RS. PLANS BE DETEiZMINED IN THE FIELD -s I NOTE: ( BY CITY INSPECTOR. (SIZE i' � I i gyp '. + � � � I /01 I „p OW ROCK AND COBBLES ON TO 3' DIA.) 24 TO 3b D S, TYPICAL. NORTNERN MEDIAN ARE FOR I I I N I ' FUTURE INSTALLATION. 24 4” DEEP BAR< MULCH a I 2yo MIN. �--- CONCRETE CURB PER CITY ENGINEER'S PLANS 1 N ���� I I i '-6 ' 3" • • _ I I—III—III—III—III—I A A EE I11=1 ___ — I I I t, ro ( I .I 11=1 I I-1 I I III, , ,I f 1=1 III 111=1 1=1 I i, , -.I I_ �—�— 1=1 I I I L I I III I I 1=1 I— GRADUATED SIZES OF LOCAL, I I I 1" COMPACTED SAND SUBBASE RIVER RUN GRANITE STONES, p� III III— IN THE FOLLOWING PROCESS- 2' DR NAGE zN Z4"p -- - GRADE MEDIANS I COBBLESTONE OVER I SAND COUR (TYP.) z I I BED OVER FILTER FABRIC OVER - SET BOULDERS GREATER THAN V IN SOIL TO 1/3 DEPTH. Uj TA 2 . a OF W% COMG COMPACTED SUBRADE - SET 2' AVERAGE WIDE DRAINAGE COURSE IN CONCRETE � 2' 49 X 2 CA , BASIN MEANDERING VARIABLE WIDTH (4" TO b" STONES PER MEDIAN DESIGN) 2/3 DVr;5 MINIMUM. I I Q 241pI SFE COBBLESTONE NOTES ON - SET PERIMETER STONES (111TO 1211) IN CONCRETE, TYING Q I I SMEET L-2 IN PRE-PLACED BOULDERS (EXCLUDING THOSE WHICH Ln — I ARE FREESTANDING) 2/3 EMBEDMENT. I N Z I "ICAL MFANM LNG CCSB�RSTONESTRPAM550 WITH CBASIN - SVCTION-C-C z I I i � W I I Uj JI ' Fpm . s I SH W, L.-I m zm 40 1?m SCALE I" . 20' I 0000 1 I IMPORTANT NOTICE •'i I - o---Q\ I � Section 4216/4217 of the Goverment 1 I I I Code requires o Dig Alert identification I Number be issued before o I I Permit to Excavate will be valid Yo I For your Di Alert ID Number Coll - 9 I I I UNDERGROUND � •� I UND R ROUND SERVCE ALERT DESCRIPTION OF REVISION DATE arV M. � 1 -800-422-4133 1 Z�„p I I For Underground Locating CITY OF RANCHO CU CAM ON GA 2 Working Do before You Di I 9 » 9 I I SHT L- Z 1 • I I �H�� L-4 HARDSCAPE PLAN MEDIAN ISLAND LANDSCAPE IMPROVEMENT STA 47 + 19.4 EC — 1 PLANS FOR MILLIKEN AVENUE I MATCHLINS - I I o �A114 WSTA. 37+27.41 TO STA. 50+82.00 1 . . . .... M •II II I ►re- NO 2122`Ip. 6HYFT LT � APPROVED BY: DATE: r 3 CITY ENGINEER ' RCE 2 953 - ,gnoture� ODESIGN ROMAENDD MATCHWNN - THIS SHFFT7 it oa Sw WILSON s 6/25/02 � lDRAWN ASSOCIATES SHM qlF c <'J ArchiteLandscect OF m_0 EC ure E-3 of 10 'KAY MAP 11262 Wormington St. CHEMED Riverside, CA 92503 DRAWING NO. NOT TO SCALE SW '` (909) 353-2436 I PROJECT SHEET N0. OF PR MR9 CALCULATI" FOR YALYE: C-4 RRIS' ATION �ECZMND : WATER METER 0 STA. 40+%,11 SIZE: 1-1/2" s MATCH L IN - I ELEVATION 1101.11 fltlM, mom N0. O17"F TION - STATIC PR>=Q,,SURE HIGH: 1051061 i0 PSI r 'T L0 SI LOW: SOURCE OF INFORMATION: CUCAMONG4 COUNTY WATER DISTRICT •s• _ of o RAINS D 6 . M-PR - Q vAN-FLT n" PP-UP FLAT PRAY 3918,121.19 30 H MAT( L INS I • --■•• -•••• • � I • •, ••I ••■ •.�, I PHONE NUMBER: l 9� 1 2591 RAINBIRD BRASS IN-LN0.1CrR1C REMOTE CONTROL vALESIZE NOT1:D. I THIS , T OF INFORMATION: JUNE 4, 2W2 INSTALLED WITH SHUT-0* VALVE AND UNION. � � TE DA ,I 0 RAMS RD 3N1GJCK COPLI� lYALtAT ON NER MA~.REMOTE CONTROL VALVE � (-5 SIZE: I.1/12 I I MAXIMUM WATER DEMAND 51 GPM H WATT 403-RT-RW LME-912E OATS VALVE AL rH PORT PED�3 -8- R/RR-TP- tAtl RTIC CONTROLL�WI LR corn I I ELEVATION OF HIGHEST HEAD. 1109.21 © CAL�►st Et-2000 L n0 6 STATION AUTOM - I WITH LR DOI"IE MOUNM IN CONTROLLER CABINET - 6TROW550x 65-2486 / 120Y. 1 PRE�URE AT R.C.Y. 30 P.S.I. I I _ WILKINS 6i 00 SER.E.4 14" PRE'QBl1RE 05ULATC)R SET AT 65 PSI. P.S.I. QTY. $IZE ITEM LOSS 1 ( 1110W 625 Y-BY-15 1-I " REDUCED PR JR! BACKFLOW PREYE*IrER WITH SMON 5N 703; � R WATER METER 3.3 SBBC-45-AL BACKFLOW COVER i I „ 1-1/2 PRESSURE REGULATOR (FALL-OFF) 10.0 p c FM-158 1.1/1"BRAN FLOW SBVSOR. I „ 1, Y 1 V NORMALL OPEN Z.0 I t I CONTROL ALvE 1-I/1 SUPER OR 100 SER ES 1 I BRASS ",,QIC MASTER R.P. BACKFLOW DEVICE O 3 R 00 1 - - - - I 1-1/2" FLOW METER 05 �- PVC SCH 40 FOR PIPES 1-IR" AND SMALLER,PVC CLASS 315 FOR RM V AND LARGER PRE'S,�,°URE MAINLINE -116" 05P. MASTER VALVE 31 PVC SCH 40 NON-PRS LATERAL LINE. WIMP.512 NOTED, I 2O.Oz GATE VALVE i SCH 40 WIRE AND PIPE SLEEVES. I 2MAINLIN I 3.11 1 I E LOSE tt 6 1-I/1 R.C.V. ASSEMBLY 1 .8 MDIG4T�vAL vE StAr1oN N0. NOTE:S EEv S I 10 LF 1 LATERAL LINE LOSS 625 INc cATEs GPM - PER STR ALL IRRIGATION EQUIPMENT ARE 2 E �� IR. RE AGE I + I 10 LF 1-I/4 LATERAL LINE LOSS ib4 SQUA FOOT T PER CITY STANDARD � 0 BE INDICAT>c8 v vE e►ZE 6 LF 2" LATERAL LINE LOSS •01 PLANS. � I I PLANS I i N.A. 2I I I FITTINGS Loss (10%)(EXISTING 1.11 I - WBLEYATION NA. 2.Ib' CHANGE 0° 1I RISCAP t4SSESs1"t T T MMS Y XE E EN SYS SU R W D I TOTAL SYSTEM LOSSES: 54b E:M IRRICiATION (POINT VALUE) POINTS RE FQrNCE I Z ( PR�SURE TO OPERATE HEAD: 30.0 CLAII"NED SHEET I I I 8 .6 1. LOW GALLONAGE IRRIGATION SYSTEM (20) 20 L-3 4 L-4 I I � R R QUIRED: TOTAL PR�U E E 0 L I11 1000 2. AUTOMATIC CONTROLLER (20) 20 L-3LOWESTSTATIC PRESWRE AYAILBLE: - I PRE-SET REGULATED PREMRE IIF REQUIREDh 85.0 3. DESIGNED TO WATER PLANTS BY WATERN IG NEEDS. (10) 10 L-3 4 L-4 - ( RESIDUAL WATER PRESSURE: 20.051 4. SOIL MOISTURE SENSORS 110) - - Q I I 1 830 S. RAIN SENSORS (5) 5 L-3 t I CITY REQUIRED RESIDUAL WATER PRESSURE: 15-20 %1 6. WIND SENSORS (5) N N t 1. SENSITIVE TO SLOPE FACTORS (5) 5 L-3 4 L-4 RECLAIMED OR RECYCLED WATER (5) . TOTAL POINTS CLAIMED: 60 I w I I I MINIMUM POINTS REOU►RED: 60 _.J J 00 00 _._. r1r) I 1 2- I I I I - 1 - - 49i 2- ',� 482 AA 0 I 1 805 " I I I � I I I 2 I I 1 I - �� I �-�• I SHAT L-3 ■ i SHILAP I + �T L-1 20t 0 Z0 4m 1 20 Q IMPORTANT NOTICE --------------- ----------- I I I 1165�.�'1 C I I `- Section 4216/4217 of the Goverment Code requires a Dig Alert identification - - - - - - �- - - - - --� --�1- --�- � 1 7 = ,:�; Number be issued before a I Permit to Excavate will be valid - - - your ur Di Alert ID Number Coll E - 9 I� UNDERGROUND SERVICE ALERT 1 -800-422- 4133 j I II For Underground Locating 2 Working Days before You Dig DESCRIPTION OF REVISION DATE `" I » APPROVED: 120 WD - I CITY OF RANCHO CUCAMONGA L----------------- ----------- -------------------- + - - I � ib52.39 C I SHlT L.-2III BANYAN 'REET I I BH T L-� IRRIGATION PLAN II - - - - _ SF# T L.-6 MEDIAN ISLAND LANDSCAPE IMPROVEMENT a 1 _, I -� PLANS FOR MILLIKEN AVENUE - _ I SAI W/ q l STA. 37+27.41 TO STA. 50+82.00 - E - I MATCHLIN� �. I ��,o GoNO 122 � 6 . .�� �..,. �,"..,.. �...,� ��.,.� 5 N0. 2122 ti ny APPROVED BY: DATE: �.� N THIS , _ , m CITY ENGINEER RCE: 495 -, - W6ignature n M y DESIGN RECOMMENDED l Y I 1X enewa o e * SW WILSON sT 6 25 02 � ASSOCIATES DRAWN SHEET UUIC ATF OF C A���� EC Landscape *1011 �p Architecture �_4 OF 10 NOT TO SCALE CHECKED � Riverside, CA Wormington11262 t 2503 DRAYWING NO. SW (909) 353-2436L PROJECT SHEET N0. OF fi •If f�f f f ' AUTOMATIC CONTROLLER LOCATION: IRRIGATION NOTES: 1 1 . NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY IRRIGATION ND ; INSTALL A CALSENSE ET-2mm0-8-LR/RR-TPi-TP-11ea CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. THE POINT OP CONNECTION- W/ LR DOME, 8 - STATION AUTOMATIC CONTROLLER CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL WITH LR DOME PORT - MOUNT IN CONTROL- COSTS FOR THE INSTALLATION OF A NEW WATER METER, o �. NO. 0 IPTION W. WKPBI 1-1/2" WATER METER, INSTALL A 1-1/2" FEBCO 825Y INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE TYPE BACKFLOW DEvICE, LOCATE IN 61-411Ru15 AREA LER CABINET - STRONGBOX 65-24SS/12OV, CUCAMONGA COUNTY WATER DISTRICT AT (909) 987-2591 CONTRACTOR TO VERIFY FINAL. LOCATION IN FIELD FOR COSTS AND INSTALLATION PROCEDURES. (2l O RAMBiRD V2-6AM-PR6-BQ,4,vA1J-FLT 12" POP-UP FLAT PRAY 8' 39,19,12-I.19 30 WITH PUSL I C WORKS CITY IN6PEC TOR. STATIC PRESSURE: 105 PSI 2. TYPICAL POINTS OF CONNECTION CONSIST OFA NEW � RAMBIRa✓ �-CP-PRS-s DRABS M-LME ELECTRIC REMOTE CONTROL VALVE SIZE NOW. LIMIT OPS WGR#C METALLED WITH 64UT-OFF VALVE AND LNION, DESIGN PRESSURE: 85 PSI �..�. !..-�... WATER METER, FOLLOWED BY A PRESSURE REGULATOR (IF 0 RAMBIRD 33DNP I" QUICK COUPLMG YA 1 AT DO' ON CENTER MA~. MAXIMUM DEMAND: 51 GPM REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, N WATT 403-RT-RW LM-612 GATE YALvE FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. I N STALL ALL © CALSE+�16E W TMmmmDS�LR�RR-TP1-1Pt10 8 STATION AUTOMATIC CONTROLLER WIN LR DOME PORT - PEDESTAL EL. I�m9 2� EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, r�ouNTEO IN coMTROLLEa cARINET - 6TRONG5OX 6D-2466 1ZOv. MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ® WILKIN6 ,�6luQIE6 11/1"PR)•8811RE REGUL.ArOR Sr AT 85 P61. f' ATCHLINR • THIS SIFT ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED M PESM B25 Y-Dv-15 1-1R"REDUCED P FWW 59XKOW PRIFANTP WITH STRONOSOX ON SITE BY A REPRESENTATIVE OF THE CITY. 6dSC-4-4 eaCicFLOW COVER. 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED D cALaENaE ISM-15D 1-1R"DRA66 FLOW 6EN�,�OR. WITHIN A STRONG B 0 X (SB) S B B C- 45 - AL ALUMINUM Q 6UPERIOR 3100 6ER1ES 1-1/2"BRASS ELECTRIC MASTER CONTROL VALVE - NORMALLY OPEN. ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO THE pVC gCH 40 PM PIPES 1-1/21, AW ASMALLER PVC MAS 315 FOR PPM 2" " LARGER PRMJRE MAI LW -18"DEEP. 1b91.36 TC I I I I STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. PVC 6CH 40 NON-PQr5& E LATERAL LME. 12"DEEP.613 NOTED. 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. ------ PVc SCH 40 WIRE AND PIPE 6LEEvE6. ( I ( I SHOWN ONLY ANDITHIN SHA PAVED AREAS INSTALLED ENFAICLARIFICATION PLANTING AREAS I I I I ( I I WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE MD►CATEa VALVE STATION NO. NOTE: E1�. 1'1'0 .11 � • MDic�*E6 r�*1 SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, INDICA F SPM ALL IRRIGATION IWIP"r1ENT ARE �L III UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL GWAMDICATE6 VALA 612 TO BE PER CITY STANDARD kD� 4„ I FEATURES. PLANE O + II 3InIn i I I { 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO I I 2- I I COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL _ BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. XERISCAPE 1'8TE1"i SUMMAi@Y 1} 452 IRRIGATION (POINT VALUE) POINTS RE'�ERENCE 2' 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF CLAIMED SHEET � WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, I ( 111 x.53 TC AND SHALL TAKE SOLE RESPONSIBILITY FOR THE 1. LOW GALLONAGE IRRIGATION SYSTEM (20) 20 L-3 t L-4 1} 444 REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY 2. AUTOMATIC CONTROLLER (20) 20 L-3 I DAMAGE OF SAID UNDERGROUND` FACILITIES. 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS. (10) 0 L-3 t L-4 4. SOIL MOISTURE SENSORS (am) . CONTRACTOR TRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER cp + �p , 1 I 5. RAIN SENSORS (5) 5 L-3 HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL - - I 6. WIND SENSORS l5) V RSPRAY ONTO WALKS STREETS WALLS ETC. THIS SHALL ITI TO FACTORS l5) t - I SELECTION AN INSTALLATION OF A PRESSURE 1. SENSITIVE SLOPE 5 L 3 L 4 i INCLUDE THE SELEC 0 D I COMPENSATING NOZZLE SCREEN (PCS) IN ALLL SPRINKLER 8. RECLAIMED 0R RECYCLED WATER 5 ) - I 1 HEADS AT INITIAL CONSTRUCTION. TOTAL POINTS CLAIMED: bm _ I I MINIMUM POINTS REGIUI RED- bm 1 1 557 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET I II I LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY P ATT E RN PR VID 2 gTUBOUOF E SPRINKLER HEADS S0 AS TO PREVENT PROPER rIT SAT / AN COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST UJ C� E VA L\ E A QUARTER CIRCLE YSTEM BY INSTALLING U E C CLE e X I=oR I=uTURE THE SPRINKLER S Q t OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE IRRIGATION OP IMPORTANT TI IM RTAN NOTICE 2• 0 0 O� OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL � ...�,. L.I I�4 NOIRTHERN ED N Section 4216/4217 of the Goverment _____-_ _-- ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO Ij. I I &"` T L-3 Code requires a Dig Alert identification Z I L THE CITY. Number be issued before a I IWAll. �r" L-rp Permit to Excavate will be valid 1- 9. INSTALL ONE 1 SPARE ORANGE WIRE ALONG THE ENTIRE For your Dig Alert ID Number Call eHr" 1L T UNDERGROUNDS RVICE AL R LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE E E CONTROL VALVE RCV ON EACH BRANCH. PIGTAIL EACH -800-422-4133 Co ( ) 1 I ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL r in Fo Under round ocat I 9 L Q I 9 I ENCLOSURE FOR IRRIGATION WIRING. I � I I STRIPS N E CLOS „ ,_ 2 Working Doys before You Dig J bn SLEEVES 10. IRRIGATION ATION SYSTEM IS BASED UPON A MAXIMUM OF 3 R PER E - T T 1E S E INCHES F WATER PER WEEK TURF AND 2 INCHES OF .� � V 0 (TURF) � •}• I"C RO � I I E P F APPLIED R R 0 8 � WATER PER WEEK GROUNDCOVER SH UBS LED W PLANS - I HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 2 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER I T AT A TIME. >._ I .i. SHALL OPERATE _ . J I 11 . THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING I .... PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE n � m 20 4m 12m MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE F" L-2 I START OF J WATER PRESSURE AT THE SITE PRIOR TO THE d e*4T L 4 I A R N H B ANY CHANGES LL BE OUGHT TO THE S INSTALLATION. ATTENTION OF THE CITY. _ , �"#� T L-,& 00 00 - TI CONTROLLER BE A CALSENSE ET 2000-8 1 AUTOMATIC CO OLL 0 2. U 0 LR (LOCAL RADIO) / WITH TP 1 , I TP-110, WITH LR DOME RR ANTENNA PORT INSTALLED WITHIN r I A STRONGBOX (SB) 24SS/120 VOLT CONTROLLER/ELECTRICAL - - - CITY • I ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) .. ,_ �.. - t DESCRIPTION OF REVISION DATE APPROVED: 2- I ON TOP OF THE ENCLOSURE PER MANUFACTURER I N ��\ I - SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A CITY OF RANCHO CU CAM ON GA I SYSTEM I TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. I I I SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. I ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED Y 044I IRRIGATION PLAN I REPRESENTATIVE 0F THE CITY I BY A NOT TO MEDIAN ISLAND LANDSCAPE IMPROVEMENT � '•� � 1 THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED L C E 3 - -- PLANS FOR MILLIKEN AVENUE THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR FOR ECO DUC I I THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. �p \_pSTA.STA. 37+27.41 TO STA. 50+82.00 ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY NATE; ���` 5G N0. 2122 0� �y APPROVED - - I AND PAID FOR BY THE DEVELOPER. BY: DATE: I I SCE, COORDINATED � 2- IRRIGATION AND PLANTING ON -� CITY ENGINEER RCE: 4953 C� r I Wa: igna ure14. ALL SPRINKLER HEADSS SHALL BE SET PERPENDICULAR NORTHRMEDIAN ARE FOR DESIGN RECOMMENIDED 6/30/03_ TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS FUTURE INSTALLATION. itene� w SW WILSON OTHERWISE DESIGNATED ON THE PLANS. I ? M�4TCHLIN� ( i T-4 6/25/02 DRAWN LASSOCIATES ds sI�EI-r �•� �� �*"�"'� �� � �*� �� i OF L EC Architecture 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL cA _ L-5 � 10 '' - T L� 7MATCHLINE - THI6 BH TBE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS C14ECKEo 11262 Wormington St. ORA N� ND• I 117 � Riverside, CA 92503 _ (so9) 353-2436 ?1/4 ABOVE FINISHED GRADE. Sy �-- PROJECT SHEET N0. OF i P�ANT INS, NOT56: PLANTMAT5R I AL, L5N:) : (PUTUR5 MMAN) 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE ATCHLININ I CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. SH SY1'BOL BOTANICAL NAME COMMON NAME SPACING SIZE QTY.� � / SHt. N0. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING FrT l' I IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED TREES •�: I PER PLAN AND SPECIFICATION MATCH L IN'N I I ..L,. �....... :; �...... i �....p �.,•,.. �.. II I I A LIQUIDAMBAR STYRACIFLUA 'FESTIVAL' AMERICAN SWEET GUM 25' O.C. (MIN.) 15 GALLON 3, L-1 THIS SHT I ( 1 28 I B PINUS CANARIENSIS CANARY ISLAND PINE 25' O.C. (MIN.) 15 GALLON 4, L-1 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL I � 4 4 SHRUBS PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. I JUNIPERUS HORIZONTALIS 'WILTONII' BLUE CARPET JUNIPER b' O.C. 5 GALLON 12, L-1 ( I I I 3 I 2 NANDINA DOMESTICA 'NANA PURPUREA' HEAVENLY BAMBOO 24" O.C. 5 GALLON 54, L-1 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL I I 3 DIETES BICOLOR PEACOCK FLOWER 4' O.C. 5 GALLON 15 L-1 UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE - -- - - - , RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, 4 HMI ROCALLIS HYBRIDA 'YELLOW' DAYLILY 24" O.C. I GALLON �, L-1 - - ANY DAMAGE OF SAID UNDERGOUND FACILITIES. 5 NOT USED I '�' 21 b 6 TRACHELOSPERMUM JASMINOIDES STAR JASMINE 24" Of 1 GALLON 36, L-1 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH 2 1 RHAPHIOLEPIS INDICA 'BALLERINA' INDIA HAWTHORN 3' O.C. 5 GALLON 34, L-1THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL I I I GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN o0 10 PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED 9 1 3 I I BY THE CITY. I 1 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY PLANT M L555ND: AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF I I I I ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A I 1 i I SYMBOL BOTANICAL NAME C ON NAME SPACING SIZE QTY. / SHT. N0. REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 43 TREES I �Q' 0) ia=- 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF •" I I I A LIQUIDAMBAR STYRACIFLUA 'FESTIVAL' AMERICAN SWEET GUM 25' O.C. (MIN.) 15 GALLON b, L-6 ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A ( I I I I I B PINUS CANARIENSIS CANARY ISLAND PINE 25' O.C. (MIN,) 15 GALLON 9, L-6 DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS - I SHRUBS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF W W Ig b I I 1 JUNIPERUS HORIZONTALIS 'WILTONII' BLUE CARPET JUNIPER b' OC. 5 GALLON 21, L-6 ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY, I I —2 / I 2 NANDINA DOMESTICA 'NANA PURPUREA' HEAVENLY BAMBOO 24" O.C. 5 GALLON 81, L-6 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. 3 DIETES BICOLOR PEACOCK FLOWER 4' IO.C. 5 GALLON 42, L-b FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY I I I 8 I H EROCA IS HYBRIDA YELLOW DAYLILY 24 OC. 1 GALLON 15b, L-6 THE INDICATED PLANT SPACING REQUIRED. 2 -- _ _ II W 1 > I I 5 NOT USED - 8. WHENEVER SHRUB GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS ' s ( b tRACHELO�SPERMUM JASMINOIDES STAR JASMINE 24 O.C. I GALLON bg, L 6 OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE 4 ( 1 RHAPHIOLEPI6 INDICA 'BALLERINA' INDIA HAWTHORN 3' O.C. GALLON bb, L-6 AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS i Q I I 1 3 I AND DETAILS HEREON. I I • ' I � N CV 4 b 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. SIZING LEGEND 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. 3 I 1 FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL I f A 1 GALLON A 15 GALLON TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL B ( AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. -- I J CIO 00 1 1 1 5 GALLON 4 CY. NITROGEN STABILIZED SAWDUST I ( •' � I 14 I 1 PLANT QUANrIn 0IBS GYPSUM 125 IBS CROPOWER PLUS II I ( 2 g 1 2 I A PLANT SPECIES 1 I 11. LANDSCAPE AREAS SHALL RECEIVE 4M SIZE CITRUS CHIPS UNDER 4 I I ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, Pi a PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS NOTE: SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE 3 NOTE. ALL PLANT MATERIAL LOCATIONS SHALL BE APPROYED BY FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. CITRUS 1 I I ALL TRM SHALL BE 4 MIN"r FROM THE ASSOCIATE PARK PLANNER AND PUBLIC WORKS CHIP MULCH IS AVAILABLE FROM: / I b 1 BAGC CURB INSPECTOR PRIOR TO FINAL PLANTING. 3 I I EARTHWORK SOIL AMENDMENTS o I 5 P.O. BOX 77248 4 I CORONA, CA 92877 f 3 4 (909) 270-0088. FAX (909) 270-0991. I i 1 1 � I b ISHFV L-3 ol ' SHL ET L-SO ' 0 20 40 120 BHT L-1 b .. ,r--------------- ------------ E - _� 1 _ _ _ _ _ _ _ _ _ IMPORTANT NOTICE E _ —�- - �� / 8 I o Section 4216/4217 of the Goverment .. __ I �- Code requires a Dig Alert identification _ -_ 21 '' 1 ( Number be issued before a 4 5 I Permit to Excavate will be valid In - For your Dig Alert 10 Number Coll 00 I UNDERGROUND SERVICE ALERT DESCRIPTION OF REVISION DATE CITY 120" WD 1 -800- 422-4133 For Underground Locating CITY OF RANCHO CU CAM ON GA - + _ _ I 4 �( 2 Working Days before You Dig I I 3 I FV 1,w-2BANYAN TREET 11 I SHM La-4La-4PLANTING PLAN - \ I A b .i I - O =6 SH PET L-b MEDIAN ISLAND LANDSCAPE IMPROVEMENT I. I I — _-- • PLANS FOR MILLIKEN AVENUE \,p,NDSCgp STA. 37+27.41 TO STA. 50+82.00 \ E — I MATCHLIN o N0. 2122 ti n �..� �.""'.'.. �"'""'� •• �"'"""" �"'�" �- � � s APPROVED BY: DATE: THIS SH I EER RCE: 2 953 N ­71, m CITY ENGIN w ignature DESIGN RECOMMENDED r- WILSON — — — � 6 30 03 enewa a e SW S, 6 25 02 ASSOCIATES lq ate DRAWN . SHEET lF E OQ` Londscape OF C A\_ EC Architecture L-6 OF 10 rz� M 04 P CHECKED Rives side�rCA 92503 t DRAWING NO. NOT TO SCALE SW (909) 353-2436 l t '7- L PROJECT SHEET N0. OF PLANT ND : (FUTURE MEDIAN) XER WAPE Aseres"ENT 6*10STE710' SUMMARY SYMBOL BOTANICAL NAME COMMON NAME SPACING SIZE QTY. / $WT. NO. O� uJO�IC � TRIS LANDSCAPE (POINT VALUE) POINTS CLAIMEDD R� ENCE LI�"IIT G • A LIQUIDAMBAR STYRACIFLUA 'FESTIVAL AMERICAN SWEET GUM 25 O.C. (MIN.) 15 GALLON 3, L-1 I. WATER CONSERVATION PLANTS (20) 20 L-6 t L-1 • B PINUS CANARIENSIS CANARY ISLAND PINE 25' O.C. (MIN.) 15 GALLON 4, L-1 2. TURF LIMITED TO 25% (20) 20 L-6 "" '�• 3. PLANTINGS GROUPED BY WATERING NEEDS. (110) 10 L-6 t L-1 M ATCHL INE' - THIS rrT I SHRUBS -- 4. HARDSCAPE (NON IRRIGATED) SURFACE (10) 10 L-b t L-1 I I JUNIPERUS HORIZONTALIS 'WILTONII' BLUE CARPET JUNIPER b' O.C. 5 GALLON 12, L-1 5. PERMEABLE PAYING (5) - - -� ;. 2 NANDINA DOMESTICA 'NANA PURPUREA' HEAVENLY BAMBOO 24" O.C. 5 GALLON 54, L-1 I 4 3 -- -- 6. LOW-WATER TURF VARIETIES. (5) - - ` I 3 DIETES BICOLOR PEACOCK FLOWER 4' O.G. 5 GALLON 15 L-1 b 1. MULCH PROVIDED IN NDN-GROl1NCsCOVER AREAS. l5) . I B 4 4 HEMEROCALLIS HYBRIDA 'YELLOW' DAYLILY 24" O.C. I GALLON L-1 8. SOIL AMENDMENTS. (5) 5 L-1 5 NOT USED �� TOTAL POINTS CLAIMED: b5 A H I OID STAR JASMINE 24 O.C. I GALLON 38 L-1 b TR C ELORMUM JASM N Es , R AU R 60 3 I 1 RHAPHIOLEPIS INDICA 'BALLERINA' INDIA HAWTHORN 3' O.C. 5 GALLA - MINIMUM POINTS E ED W I I= I cD 3 5 I I ( I 4„WMATERIALLEC;EN: & Z 3>,W 1 8 OI D 2 I 3 I SYMBOL BOTANICAL NAME COMMON NAME SPACING SIZE QTY. / SHT. NO, S O 4 Lr) 3 Ln TREES g I A LIQUIDAMBAR STYRACIFLUA 'FESTIVAL' AMERICAN SWEET GUM 25' 0,C. (MIN.) 15 GALLON 6, L-6 2 I J4 � B PINUS CANARIENSIS CANARY ISLAND PINE 25' 0,C. (MIN.) 15 GALLON 9, L-6 I I SHRUBS I I I 1 JUNIPERUS HORIZONTALIS 'WILTONII' BLUE CARPET JUNIPER b' O.C. 5 GALLON 21, L-6 I 11 I b I 2 NANDINA DOMESTICA 'NANA PURPUREA' HEAVENLY BAMBOO 24” D.G. 5 GALLON 81, L-6 � 41 -6 S (COLOR PEACOCK FLOWER 4 O.C. 5 GALLON , L 3 DIMS B : .: 4 HEMEROCALLIS HYBRIDA 'YELLOW' DAYLILY 14" O.C. I GALLON 156, L-6 I A 5 NOT USED b tRACHEL05PERMUM JASMINOIDES STAR JASMINE 24" Of 1 GALLON 69, L-b I L•. I i 4 11 I 1 RHAPHIOLEPIS INDICA 'BALLERINA' INDIA HAWTHORN 3' D.C. 5 GALLON 66, L-6 6 I I SIZING LEGEND I I (D(D I I o I I I I I 4 A I GALLON S GALLON I A I I I I 5 I 5 GALLON I 3 I A i PLAIT Q41TITY w I W A PLAIT SPECIES I 9 � � - I D 22 ZI 15 1 4 I IMPORTANT NOTICE Z i i NOTE: NOTE. Section 4216/4217 of the Goverment Code requires a Dig Alert identification IRRIGATION AND PLANTING ON ALL PLANT MATERIAL LOCATIONS SHALL BE APPROVED BY Number be issued before a I > I 1 I NORTHERN MEDIAN ARE FOR THE ASSOCIATE PARC PLANNER AND PUBLIC WORKS Permit to Excavate will be valid 4 I For your Dig Alert ID Number Call 1' TI I I FUTURE INSTALLATION. IN�..TOR PRIOR TO FINAL PLAN NG. UNDERGROUND SERVICE ALERT Ln — I ALL TREES SHALL BE 4' MINI(* I 1 -800-422-4133 FROM BACK OF CURB, For Underground Locating ( � I I 2 Working Days before You Dig I W I I J Z I STT L-3 SHAT L-b I�► 0 ZO 40 120 I Z SCALE - 20 SHM L-1 00 00 - 1 I ` DESCRIPTION OF REVISION DATECITYAPPROVM. CITY OF RANCHO CUCAMONGA SHM L-2 I I d PLANTING PLAN SHM I I I I Sir L-•� L.-b MEDIAN ISLAND LANDSCAPE IMPROVEMENT PLANS FOR MILLIKEN AVENUE I I 1"IATCHLIN1E - I I �o \'N DSC AF STA. 37+27.41 TO STA. 50+82.00 I IIS L� ( 15�N0. 2122 �ti y APPROVED BY: - DATE: '� I -+ CITY ENGINEER RCE: 4953 w a ' wgnature n Ly L10/71 630 03 -, DESIGN RECO VENDED t"iATCHLINE', - THIS SH'E'ET I f I— I I I eneR wol Date SW F WILSON s 6 25 02 ASSOCIATES SHEET TqT ate �� DRAWN F �F O Landscape EC Architecture L-7 � 141 �� OF CAS 10 ' 11262 Warmington St. CHECKED Riverside. CA 92503 OR4,Ys'ING N0. NOT TO SCALE SW (909) 353-2436 _j"/ PROJECT SHEET N0. OF TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45' ELLS BACKFLOW PREVENTER STRONGBOX BACKFLOW PREVENTER SCH 40 PVC MALE ADAPTOR MODEL NO. SBBC. 45-AL ASSEMBLY 4LAYER OF MULCH NPO►ON"HEAD BOOV SET TO SCH 80 PVC UNION _ IPPLE - TYPICAL MULCH TO TAPER AWAY FROM HEAD 1N'ABOVE FINISH GRADE PLASTIC VALVE BOX 8 COVER: STRUCTURE OR CONNECTORS 'SNON EC OTRSTnr WOR REQUALF S I - - - - I(4) PLACES ETCHED'OC'(CARSON OR EQUAL) HARDSCAPiNG BRASS OR PVC NIPPLE z r ROUND PLASTIC VALVE BOX ! PRESSURE REGULATOR MULCH ELECTRIC CONTROL VALVE HARDSCAPNG(SEE NOTE 4) COVER ETCHED 'IRRIGATION GATE' AT GRADE IN LAWN AREAS 6'MIN. PLASTIC VALVE BOX (CARSON OR EQUAL) 3'ABOVE GRADE IN SHRUB ' r. i�:"i:°"ict.t'•`%:c:'icr";c�x ic`'S r�sic�icr�N�' FINISH GRADE AND GROUNDCOVERAREAS TS'MAX. r = MARKED IRRIGATION RCM' � FINISH GRADE IPPLE � ��: �� �;IA - � i - (CARSON OR EQUAL) r FINISH GRADE - - - ETCHED WITH CONTROLLER < "1 I THICK X 12' WIDE AND VALVE SEQUENCE _ _ CONCRETE PAD (LENGTH VARIES JII z 6' MIN I BRASS WYE STRAINER PER SIZE/MANUFACTURER) I--I I I I I-I 11-1 1 1: N -I (1 11-I 1 1=1 1 1- 1,� FINISH GRADE SLOPE TO DRAIN AT MINIMUM _11WITH 80 MESH III^III I I - 39 DNP QUICK I I 1NSM - 1 1 IA!MM MONEL SCR EN COUPLING VALVE Mr IM4E'11� 1D Z 2X NISH GRADE I-I III-I I I- WITH PURPLE - 11 UNION HOSIER GAP SIDEWALK MOM7URE iIIRr III I I - I I- z _ M[ r r.::r rLp CLEAN BACKFILL - SEE `r - - CLEAN BACKFILL - SEE STAINLESS STEEL 1 s SENSOR - , A :r'' 'rwY''r }' ti^r '' P2`€ SPECS FOR MATERIAL. . SPECS. FOR MATERIAL. - - pAp _ 90% COMPACTION REQUIRED a 90% COMPACTION REQUIRED MINIMUM(3)PLACES n •� REQUIRED - VALVE ] - -•- 'T - - : • - -''T (NIPPLE - TYPICAL N II I I I IEE I I I I I III 3/4'WASHED 3" PIG TAIL EXPANSION c 2 (2) PLACES CRUSHED j - LOOP (MIN. 24' LONG) 2 FROM WATER SOU K, I I-- I-I I PROVIDE 6" MIN. OF SAND I-I NON-PRESSURE LATERAL LINE: AGGREGATE 1 ---- SCH 40 PVC MALE _ SEH, 40 SNAKE PIPE IN b z BEDDING AND SHADDING z FLOW r BRASS ANGLE 3" 3" I 90% COMPACTION ..� �7-777�� ADAPTOR -I I I o I�I I I I TRENCH VALVE W/UNION REQUIRED LLl in I-i I I --H_--F 11 SCH 40 BRASS NIPPLE 3/4 WASHED - - - 4. I I- - - PRESSURE SUPPLY UNE: 3 CRUSHED AGGREGATE �- F, -i I I I I-1 I -III _ SCH. 40/CL. 315 SNAKE SCH 40 BRASS NIPPLE• r 0 METER B. ' ,`r, -_II-) I I I- I I (-I III PIPE IN TRENCH 24'LONG - '�` , - ►:: r: LINE TO SYSTEMS I-III '. '. - CONTROL WIRE SLEEVE - -III I-1 I iD __ __ _ _ SIZE PER PLAN INSTALL VIETYPICAL (4) PLACES I _ CONTROL WIRES - NAND SCH 80 PVC NIPPLE _ - 'r PER CETECWD HAUSSTANDLOCK ELBOW ADJACENT TO PRESSURE D TAPE A 5' O.C. _ APPLY LINE BCH 40 PVC CONTROL k COMMON WIRES z - - S - - - W1RLE1(i0r STREET ELL B0�87AEF'T Ell ' rt '- _ _ -_ TIL IGID PIPE AND RELATED FITTINGS SHALL BE PER I-III i 1 I-1 I _ ( I-1 I INSTALL ADJACENT TO SCH 110 PVC 901 SCH 40 BRASS 90B ELL _- ___.__. _ ---- - ``- - -:-- � CUCAMONGA COUNTY WATER DISTRICT STANDARDS. -I( I- _ - PRESSURE SUPPLY UNE -III- PRESSURE SUPPLY UNE MARLEX 90'STREFT 111 STREET ELL r - 'i1-`-• CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO I _ III III'-I -I SLEEVE - SIZE TWICE ---- I - - LATERAL FfTTRq - _ - _ CONSTRUCTION. Li I 1 I 1-1 I I DIAMETER OF PRESSURE 1 I I_i 11- 1-I 1 1- PROVIDE 6- MIN OF SAND NON•PRFSSLIRE LATERAL LINE PRESSURE SUPPLY SCH 40 BRASS 901 !1 its ': , - NOTES. I-I I SUPPLY UNE 1=1 B' TMP. TVP7C L(2)PLACES LINE FFMNG STREET ELL 1. INSTALL PER LOCAL CODES. � 6" TMP. BEDDING AND SHADDING PRESSURE SUPPLY LINE /4 REBAR STAKE BRASS NIPPLE 3/4" WASHED CRUSHED 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY AGGREGATE BASE STRUCTURES OR HARDSCAPiNG. NON-PRESSURE LATERAL ANTI--DRAIN VALVE AS REOUIR� (24'LONG) SCH 40 PVC SXSXT TEE LINE SLEEVE - SIZE TWICE PRESSURE SUPPLY INE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) MM.M. NOTES: MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: DIAMETER OF NDN-PRESSURE I. LOCATE HEAD 2'701'FfbOWALKS,CURSS.HAFOSCAMNG.MOWSTFVS, NOTE NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4, ORIENT UNIT PARALLEL TO STREET. 1, ALL SLEEVES TO BE SCH 40 PVC, LATERAL LINE AND EDGES OF LAWN 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPNG. NOTE: L USE TEFLON TAPE ON ALL MALE 114WE". 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS, 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PIGTAIL AND LOOP CONTROL WiRE AT 90' CHANGES IN DIRECTION. 1 INSTALL HEADS WiTH INTERNAL CHECK VALVE AND PRESSURE COMPENSATWG 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4• PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 6, DIAD FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 18' MIN. DEPTH FEATURE AS PER THE IRRIGATION OWI 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISIMILAR METALS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 4.HEAD COW,-CION AT SOT 7OM Nr-FTONLY. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND I 3" AND LARGER 24' MIN. DEPTH S. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER STD. N0. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW VALVE NUMBER. WHEN MAINLINE IS 3' OR LARGER. STRUCTURAL SECTION). CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARD PLAN ' APPR;IKD BYE STANDARD PUW 1 ADPsrvED BY APPROVED BY m AF`�wCVED BY. STANDARD PLAN n APPzeJVED BY, APPROVED BYE STANDARD PLAN APPROVED BY- STANDARD PLAN REDUCED PRESSURE STANDARD RAN STANDARD PLAN HI-POP SHRUB SPRAY QUICK COUPLING VALVE 1/ITH 1[ETAL REMOTE CONTROL VALVE WITH VALVE TYPICAL SLEEVING TYPICAL TRENCHING y❑� 539 STAKE - FOR NON-TURF AREAS 535 SHUT-OFF VALVE do UNION 520 - 3" or smaller 518 BACKFLOW PREVENTER 517 533 532 ENGINEER 5 CIT, ENGINEER CITY ENGINEER CITY ENGINEER CITY ENGINEER DA USE WITH STANDARD SKCIFICATKNNS FOR PUBLIC WORKS OONSTRICfION CITY ENGINEER DATE ISE WITH STANDARD SPECIFICATIONS FOA PWJC WORKS OD#"WICMH yN C..E DATE VSE WITH FAHDARD SPEC:nCATIONS FOR PUBLIC WORKS CORSMILKI ON SHEET 1 6 1 R� DA7 UBE Y1fTH SIAND•LRD SPCCTFTCATKNt4 FOR PUBLIC WO"S CORMUCTION SHEET 1 ff 1 REE. DATE UDE 'ATTR STANDARD BPECI FtCATK1N5 FOR PUBLIC MORKS COMSTRUE'TIOM SHEET 1 ff 1 RCE. UK SIN ffAMDA�RD 7P£dFICATMMtS EOR PUDIC WORKS OONSTYUCTION �ET 1 ff 1 ft R DA7 USE M7TN STANDARD SPECIFICATIONS FOR PUBIC wCfR✓.S CONSTRU"Tgh T t ff l REE ENGINEER SLEET 1 ff 1 R.CE. SHEET 1 6 1 24 C .... __... EL STAND ALONE CONTROLLER WTH ANTENNA 24' s SO-24SSM0D/1/120 NOTES: ,. LOVE IN>m NWAS: a BETINELN CURB AND /1RAll - 2x SNAP-TETE" WATERPROOF QO FilDOME m tXCAiED BOX b StDEMiALK/TRII� - 2X TO Dt1 MAX CONNECTOR OR EQUAL Df 1 OCCA_"AL SLOPE VARIA710NS OF UP 70 *1 �E MfSTALLA7WCOC.ATiON CDA70AL CAS NOTE: 4" OF COMPACTED YF000 CHIP pElttil;TTLD N LOCAL] AREAS wTH CITY ENpMEER'S APPROVM. , WIRE SERVICE LOOP (LOOP _AIS MULCH. PER qTY CAISFNSE CALStl7HSf � WALLED T DE ENCO BE LOSURE BE ON L ROPES N SHRUS/QROLW DOVER ARGL3: BUNDLE 6- ABOVE GRADE)WIRE INSTALL TATWULETIE PER OCAs CODE GROUND ROD TO HARDSCAPTNG (CONCRETE HEADER, a ETIAM CURB AND 91QEWALK/1RAIL - 2% DEEP ,r BOX CURB & GUTTER, SIDEWALK. ETC.) FINISH GRADE b. ND SIDE-WALK/MM - 2X INN. TO 311 MAX, WFNTE MODEL NaN0 PER PLA115 � CONTROIFR SIDE ONE HALF OF SPACING ii POMM TP LIMIT OF PLANTER AREA REQUIREMENT 1)NH K MEAS VARIATIONS� CITY �2:1 VALL PROVIDED SPLICE T COVER D * 515TALL CALS4MNSE BLUE LOCKING TOP ETCHED "S.B� THAT SUCH SLOPES OVER 3c1 DO NOT EXCFM 12' N VERTICAL HEMT 12" 2 FINISH DEMATMS FROM W AVOW QBTEIIIA �E ODNlR)ERED ON A CASE R� G��I EOU io � � NAIVIESS GRADE II I I 120 VOLT DUPIDM -� TFRMNAL STRIPS 1C r-NM' x r-HM'X 6' 1>JNCRETE BY CASE BASIS AND 1811 11EQUIRE APPROVAL OF 11E CITY ENOFdEFR BLACK AT GRADE IN LAWN AREAS I I I I POO TNLDIpAN")N 3 IN PLANTER BEDS OUTLET (W) MATCH CONTROLLER IN I I I FOOTING WALL A MINIMUM OF IRRIGATION CONTROLLER LOOP(MIN.24'LONG) (ION-SW SIZE. ATTACH IRRIGATION , 3' ABOVE GRADE AND SLOPE -- - - PW -- - � REMOTE PKITAK... MFQ '� y `.`/ � ;�N TOP TO DRAIN AT MINIMUM OF 21[. N PER PLANS e 2 � PlA3T1C VALVE BOX(CJIRSON OR WATERPROOF ALL + n - I _ EpUAI)WITH PLASTIC IHTEflfATED WARE CONNECTORS - GO - I UD.PLACE AT GRAPE R+ ''� 1D 'I" -' =I =1 - I I~� (-1.I i== I I °0""''0N ""'E/COHrR°L "IRDS IN TURF AREA,AND 3'ASJVE T' ,� " V7 FLAN BEES. -- J' SCH,40 WC CONDUrt. I I I I � i i-- I 1- 12" X 18' GREEN PLASTIC METER � g � SHOVEL CUT EDGE COMPACTED FIG TAIL EXPANSION BOX. CARSON OR EQUAL 120 VOLT WIRE IN RIGq STE11 F-6- LOOP(MIN.24'LONG) �" k WHITE CONDUIT (PER LOCAL CODE) 90 SWEEP ELL NATIVE SOIL TE O TO POWER SIDE OF CABINET (TYP.) POMROU BLUE ENCLOSURE MOUNT 10, HO 14 LR DOW PM \ OvfR WIRES �, y' �' ,EAW � WCATr1ER - RE p� FILLED LOCATED OUTSIDE OF Holm rUlpp \ 3'� LOCATION {/ FED MASTER CONTROL 1-113070CONTROL CASAS REGORED SWITCH FOR PERS PER CITY AND CALCENSE REP. qX, OUTSIDE PUBLIC R.O.W. VALVE 1. INSTALL OOMIROLLEl1 PINI MFR PidN1E0 SIS11R1CTIONS NO PER LOCAL PLANS. MAX, BLACK OOOES LOCATION TO E APPROVED N FIELD BY TiE CITY N!'ECTOR NOTES: \ PRIOR 10 00►NSTRtICTiON. I ELECTRIC METER PER SCE 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL NOTE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. ` \ ROW METER DIAMETER OONTAACTORTOI4STALL L CONTROL IMRE TO CORWSoOND TO WE PL.AN'S DE" CALSENSE CONTROLLER MODEL 40. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SAME SIZE AS SCOTCH LOOK EPDXY FILLED SEOIIENCCE OF REIROTE CONTROL VALVES, PER PLANS. SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND TURF, SHRUB AND GROUND COVER sX�iH iN,\ FLOW METER CONNECTORS FOR ALL FLOW INSTALLATION �E�CONTROLLER PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS. - DIAMETER SAME 9t2F SIZE SENSOR WIRE CONNECTIONS. 3. RUN ONE EXTRA wM1E (COLOR: OitAN� 1-O FAR7HE'sT RCN ON EACH 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. AS FLOW METER SIZE INSTALL SCOTCH LOKS Z24VOLT WIRES. TAPED AND INIIANa1 OF THE MAPOLIK FOR FUTURE UIE. PIGTAIL EACH ORAN(E SECURITY LIGHT 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR IMMEDIATLEY AFTER BUNDLED AT 15 FT, INTERVALS EE AT TIE ENCLOSURE TIMER REOVR2ED PER SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. WITHIN PUBLIC RIGHT-OF-WAY INSTALIJN�FLOw SENSOR.:_ PLANS. FINISH SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING (SEE NOTES HEREON) MNIMUMDISTANCEDOWTNSiREAMOF 2 CU. FT. PEA GRAVEL 4 OOIRSION � 1-0 E MATE AND CONTROL � 10 E RED N DOLOR GRADE II II s' �M ROD FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. UNIN"ERRUPTED PIPE(6X DIAMETER 8 NO SPLICES !HALL E MADE ETVM OONiRQlk7R AND 10007E 2' SCH 40 COIDUTT I I I I I I OF FLOW METER SIZE) VALVA FOR SECURITY LIGHT MiN. I I I I I 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES CONTROL VWNG. 120 VOLT WIRE IN RIWD MN1MlRIA DISTANCE UPSTREAM OF OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE UNINTERRUPEEV PIPE(1OX DIAMETER ' N r i STEL CONDUIT (� LEGEND ARE ESTIMATES ONLY. OF FLOW METER slz� B U1 OQME PORT TO E OdNECTED 110 OI(STAL 71K11K RADIO -':Ti 11 . ;N y LOCAL CODE) TRI Arm E OPERAF 7O THE CITY YARDS CENTRAL COMPUTE(! PRIOR TO AOCFPTANCE _ i I I 7. ALL ELECTRICAL DEVICES !MALL E ORO(.NDED PER LOCAL 000E CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED SHRUB AND GROUND COVER STANDARD PLAN r APPROVED Bre STANDARD PLAN APPROVED STANDARD PLAN APPROVED BY, STANDARD PLAN ' APPROVED STANDARD PLAN APPVYAD BY. STANDARD PLAN APPROVED BY, STANDARD PLAN MULCH INSTALLATION ALLOWABLE GRADES FLOW METER INSTALLATION 24 VOLT SPLICE BOX CONTROLLER ASSEMBLY CONTROLLER ENCLOSURE SPACING 508 509 541 516 540 INSTALLATION - TYPE A 524 - E A 522 S CITY ENGINEER PATE VSE WITH STANDAPD SPEC!EICATIOMS FOR RIBUL WORKS CONSTRIKTION CITY EWGINNEER DATE llBE WM SFANDARD SPECNTCAT*NS FOR PUBLIC WORKS OONSTRUCTION SHEET 1 ff 1 CITY ENGINEER DA UK WITH STANDARD SPECIFICATIONS FOR PWUC WORKS CONSTIUCTION CITY ENGINEER DAT USE WITH STAIOARD SPECUICATKRRS FOR PUBUC WORKS CONSTRUCTION CITY ENGINEER DA USE WRN STANDARD SP[CIFHCATIONS 1'011 PIIBIX WOWS CONSTRtICT10N L1TY EN(�7NEER DAT WE WIFTII STAN RAPD SPCC!nGlrq!NS FOR PUBLIC WOWS COI+STRLKTIOIi CITY ENGINEER DATE USE WITH STANDAPD SPECKr-ATKWN FOR PUBLK WORKS CONSTRUCTION SHEET 1 ff I SHEET 1 ff 1 R S/E'ET 1 ff 1 R.CF. LEFT 1 ff 1 R.C.E -. SLEET I ff 1 R.GE 11EET f ff 1 III - RC.E. NOTES: ^ 1. REMOVE NURSERY STAKES 2. STAKES TO !E PLUMB M!D PARALLEL c 3. STAKE TREE PERPENDICULAR TO PREVAILING WAND. l N W E v v S v TOP TE TO E PLACED AS v TOMY COMPACTED 3'BERM(TO FORM LAW AS POSSIBLE FON TIME DEPRESSED WATERING BASIN. 7 G00F THEA TREE. HJT TDR OF STABLES BELOW NOT SO LOW AS TO LOS HEAD OF TREE WHERE TOP OF ROOTtlALL TO 4' WOOD f)/IP MULCH. SUPPORT OR ALLOW SPECIES GROWTH HABIT PERW S. EX711ND 2' ABOVE THE HEAD TO DROP. (MAIN TRUNKTIES FINISH GRADE - WAA7 ACH WrtH GALVANIZED ED 24' SCREWS TO S' LODGE POLES, MAX. 2' DIA LODGE POLE PINE STAKES WITH WOOD PRESERVATIVE STAIN, DRIVE A MINIMUM OF 6' INTO CITY UNDISTURBED SOIL AND POSITION _ DESCRIPTION OF REVISION DATE STAKES OUTSIDE 8007 BALL __ �- APPROVED: FARROW YARDS, IN TURF AREAS AND I ROOT BAIL I _I TBP E NOOT,3N1 ,O EXTEND 2- - CITY O F RANCHO CUCAMONGA ABOVE FINISH MAX. _ - - - - - - -- PLANE PIT 1-O BE ((2) TIMES TLE TIGHTLY COMPACTED 3' BERM TO FORM - '- I I I IE WroTH OF THE ROCIT BALL WATERING BASIN FOR RESIDENTIAL AND - GROUND COVER INSTALLATIONS. LOCATE OUTSIDE OF PIAN PIT. BERMS IN TURF ARES TO BE REMOVED PRIOR TO CRY - Hj IRRIGATION & PLANTING DETAILS ACCEPTANCE. I�i I_ --1 I,-_- �_ - I Ti � - - -- r--rr7 NATIVE 6RCKFILL WITH NROCKS �� THAN 39 MEDIAN ISLAND LANDSCAPE IMPROVEMENT DIAMETER. UNDISTURBED NATE SOIL. IMPORTANT NOTICE � PLANS FOR MILLIKEN AVENUE IoDT IW! MATOT BACKFILL 11TH NO NOTES: Section 4216/4217 of the Goverment _p,N D S CIO p ROCKS GREATER THAN 3' DIA 1. UNTANGLE�ROD,NOT BY LOOSENINIG ALL �5 M �E Code requires a Dig Alert identification ��,4 �-�S W/� STA. 37'+27.41 TO STA. 50+82.00 Number be Issued before a N0. 2122 NATIVE SM UNDISTURBED Permit to Excavate will be valid l) � APPROVED BY: � � DATE: For your Dig Alert ID Number Coll CITY ENGINEER RCE: 24953 TWICE ROOT BALL WIDTH UNDERGROUND SERVICE ALERT w IgnOtule n -r RECOMMENDED CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 6/30103 A"°RD�D By, DOUBLE STAKED TREE STANDARD PLAN ^"`P`�"�° STANDARD°`"" 1 -800- 422- 4133 enewoi Date SW W1 L S 0 CONTAINER PLANTING ASSOCIATES 5 GAL - 24" BOX 502 >DEE50�1 For Underground Locating `f'�qT 6 i at 02 �a\� DRAWN SHIM CITY ENGINEER DAT UK WITH STANDARD VECIrTCAT1ONS FOR PUBLIC WORMS CONSTRUCTION SLEET 1 ff 1 RCITY.C.E,ENGINEER DA USE WTIN STANDARD SNN:cII7GATIDNs FOR PUBLIC WORKS CONSTRUCTIOHI - - R.T:E _ 2 Working Doys before You Dig F �F O LOndscape - OF C A� SW Architecture L $ OF 0 11262 Wormington St. CHECKED Riverside, CA 92503 �_�NrG NO. SIM yM (909) 353-2436 PC PROJECT SHEET N0. OF .rr rI* t . CITY OF RANCHO CUCAMONGA 1. Prepare and deliver to the City of Roncho Cucamonga within ten calendar days prior to completion 2. Fittings shaft be red brass conforming to Federal Specification #WW-P-460. 4. A terminal strip shall be provided, dearly indicating the proper points of connection of ail I. Flushing of System: 3.10 SITE OBSERVATION SCHEDULE appropriate wiring station valves, master valve, common, central control of construction, two Nord-cover, three ring binders containing the fallowing information: g ( pipe lines and risers are in place and connected, all necessary diversion A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance for the PLANTING AND IRRIGATION SPECIFICATIONS 1. After at new sprinkler E. Copper Pipe and Fittings work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened following observation meetings, according to the time indicated: a. Index sheet which stoles Contractor's Home, address, and telephone number, and which lists each Q. Miscellaneous Irrigation Equipment: P sP oP 9 9 • 9 SPRINKLER IRRIGATION SPECIFICATIONS installed equipment and material item including names and addresses of manufactures local 1. Pipe. Type K, hard tempered. and full head of water used to flush out the system. representatives. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 1. Pre-Job Conference - 7 days PART 1 - GENERAL b. Catalog and parts sheets on every material and equipment item installed under this Contract. 2. Fittings: wrought copper, solder pmt type. 2. Sprinkler heads shill be instilled only offer flushing of the system has been accomplished to the c. Guarantee statement. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. complete satisfaction of the city of Rancho Cucamonga. 2. Pressure supply line installation - 24 hairs 1.01 DESCRIPTION d. Complete operating and maintenance instructions on all major equipment. 3 Joints shall be soldered with slaver solder, 4 silver, 15% copper, 16% zinc, 24% cadmium, solidus at 1125' F, and liquidus at 1145' F. PART 3 - EXECUTION J. Sprinkler Hoods: 3. lateral line and sprinkler installation - 24 hairs A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish 2. with addition to the above mentioned maintenance monads, provide the the maintenance Cucapersomonga rtd 1. Install the sprinkler heads as oted on the Drawin Sprinkler heads to be instated in this 4. Automatic controller installation - 24 hours and install the Irrigation System as shown on the Drawings and described herein, with instructions for major equipment and show evidence in writing to the City of Rancho Cucomongo at F. GateValves: 3.01 OBSERVATION OF SITE CONDITIONS � �gm �• � the conclusion of the project that this service has been rendered. work shall be equivalent in all respects to those itemized. B. Standards All work and materials shall comply with governing codes, safety orders, standards, and 1. Boll Valves (1-1/2' and smaller) A. All scaled dimensions are approximate. The Contractor shaft check and verify at size dimensions 5. Control wire installation - 24 hours regulations, and meet the minimum requirements of the Standard Specifications For Public Works E. Equipment to be Furnished and receive approval from the City of Rancho Cucamonga prior to proceeding with work under this 2' Spacing ae in g of exceed the�maxiimumexceed recommended bymaximum the mono Indicatedthe Drawings, In no case shall the 6 Pressure supply line and lateral line testing 48 hours Construction (Green Book) latest edition, a. Boll valves shall be o 125 Ib SWP bronze valve with threaded ends and shall be equipped with a Section. spacing Y PP Y 9 - 1. Supply as a part of this contract the followingtools stainless steel handle. 1.02 QUALITY ASSURANCE irk REQUIREMENTS b. Boll valves shall be Nibco T- 585-70-66 or approved equal. B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall be 3.04 TEMPORARY REPAIRS 7. Coverage test - 48 hours o. Two 2 sets of special tools required for removing, disassembling and oaf' stir each type of c. All Ball valves shall be installed per detail. responsible for damages to utilities which ore caused by his operations or neglect. Check existing A. Permits and Fees: The Contractor shill obtain anal pay for an and all its and oil observations ( ) � 9 9 � g � utilities drawings for existing utility locations. The City reserves the right to make temporary repair as necessary to keep the sprinkler system 8. Find observation - 7 days Y p sprinkler and valve supplied on this project. 2. Resilient Wedge Gate Valve (2" and larger) equipment in operating condition. The exercise of this right by the City shall not relieve the Contractor as required. b. Two (2) four-foot valve keys for operation of gate valves. C. Coordinate installation of sprinkler materials including pipe, so there shall be no interference with of his responsibilities under the terms of the guarantee as herein specified. B. When observations have been conducted other than the City of Rancho Cucamonga, show evidence c. Two (2) keys for each automatic controller. lied B. Manufacturer's Directions Manufacturer's directions and detailed drawings shall be followed in all d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each o. Resilient Wedge Gate valves shall be epoxy coated and equippedlie b with o 2 operating nut. utilities or other construction or difficulty in planting trees, shrubs and ground covers. in writing of when and by whom these observations were mode. b. Resilient Wedge PD y a Gate valves shall be No. 403 RT-RW as supplied Watts or approved egad. 3.05 EXISTING TREES cases where the manufacturers of articles used in this Contract furnish directions covering points not type of quick coupling valve installed, D. The Contractor shall careful) check all grades to satisfy himself that he may safety proceed C. No site observations will commence without "As-Butt" record drawings. The contractor shall not shown in the Drawings and Specifications. c. All Resilient Wedge Gate valves shall be installed per afetal. Y 9 y Y Y P Where it is necessary to excavate od' cent to existing trees, the Contractor shah use d1 possible call for a site visit without "As-Built" record drawings, without completing previously noted corrections 2. The above mentioned equipment shall be turned over to the City at the conclusion of the project. before stating work on the irrigation system, Y J° 9 P 9 • 9 Pr Y core to mid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots or without preparing the system for said visit. C. Ordinances and Regulations: All local, municipal and state laws, and rules and regutotions governing Before final observation con occur, evidence that the City has received material must be shown to the G. Quick Coupling Valves or relating to any portion of this work ore hereby incorporated into and made a part of these City of Rancho Cucamonga. 3.02 PREPARATION occur shill be done ui hand. All roots two der inches and lager in diameter, except directly in the Specifications, and their provisions shall be carried out by the Contractor. Anything contained in these 1. Quids coupling valves shah hove a brass, two-piece body designed for working pressure of 150 path of pipe c conduit, shall be tunneled under and shall run heavily wrapped with burlap to prevent CONCRETE SPECIFICATIONS Specifications shall not be construed to conflict with any of the above rules, regulations, or 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING P.S.I. A. Physical layout: scorning in excessive drying. Where o ditching machine is run dose to trees having roots smaller than requirements of the some. However, when these Specifications and Drawings call fax or describe two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making PART 1 GENERAL materials, workmanship, or construction of a better quality, higher standard, or larger size than is A. Handlingof PVC pipe and fittings- The Contractor is cautioned to exercise care in handle 2. Quick coupling valve shall be operable with a ick coupler key. Ke size and type shall be as 1• Prior n installation, the Contractor shall size stake out ag pressure supply lines, routing and dean cuts through. Roots one (1) inch end lager in diameter shot be painted with two coats of Tree required b the above rules and regulations, the provisions of these Specifications and Drawings shill PP � g' P 9 � P y Y � location of sprinkler hoods. Sed, a equal. Trenches adjacent to tree should be dosed within twenty-four (24) hours; and where 1•� Description Y P SP 9 loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in a vehicle shown on the Drawings. this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or take precedence.. which allows the length of pipe to lie flat so as not to subject it to under bending or a concentrated 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. canvas. For concrete information refer to the Standard Specifications for Public Works Construction (Green external load at any point. Any section of pipe that has been dented or damaged will be discarded, H. Backflow Prevention Units: Bock: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well D. Explanation of Drowingr and if installed, shall be replaced with new piping. 1. Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install as any other sections related to the installation, per and post installation of concrete work, materials, bockflow prevention units in accordance with the Drawings. B. Water Supply. 3.06 FIELD QUALITY CONTROL lobor, and aeon-up. The Standard Specifications for Public Works Construction is ovalable from: 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., 1,05 SUBSTITUTIONS which may be required. The Contractor shall carefully investigate the structural and finished conditions 2. Wye strainers at backflow prevention units shat have a bronzed screwed boy with 60 mesh mond 1. The irrigation system shall be connected to water supply points) of connection as indicated on the A. Adjustment of the System: Bi Building News affecting all of his work and plan his wok occordingly, furnished such fittings, etc., as may be required A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials screen and shall be similar to Bailey 11008 or approved equal. Drawings, 3055 Overland Avenue to meet such condiitions. Drawings ore generally diagrammatic and indicative of the work to be fisted on the Drawings and Specifications, he may do so by providing the following information to the 1. The Contractor shat flush and oaf st all sprinkler heads for timum pr gel ju sp optimum performance and to event Los Angeles, CA 90034 installed. The work shall be installed in such a manner as to ovoid conflicts between the irrigation Cit of Rancho Cucomon o for approval: 3. All pressure main fine piping betwee i the point of connection and the backflow preventer shad be 2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor aver ra onto walks, roadways, and buildings as much as possible.Y 9 PP sP Y Ys• 9 P (310) 202-7775 system, planting and architectural features. installed as required by local code. The Contractor shall verify with the local governing body as to is responsible for minor changes caused by actual site conditions. 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of material type and installation procedures prior to start of construction. Submit shop drawing for 2. If it is determined that ad' stments in the Irrigation}� g equipment will provide proper and more 1.02 Scope 2. All wok called for on the Drawings by notes or details such be furnished and installed whether or paper for each item to be submitted. approval. C. Electrical Supply. adequate coverage, the Contractor shall mace such odjustments prior to planting. Adjustments may also not specifically mentioned in the specifications. include changes in nozzle sizes and degrees of arc as required. Furnish and install all concrete work complete as indicated on the drawings or as specified, including, 2. Provide descriptive catalog literature, performance charts and flow charts for each item to be 1. Electrical connections for any and all automatic controllers shat be mode to electrical point(s) of but not limited to the following: 3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when it is substituted. I. Check Valves connection as indicated on the Drawings. obvious in the field that obstructions, ode differences, or discrepancies in area dimensions exist that g 3. Lowering raised sprinkler hoods by the Contractor shill be accomplished within ten (10) days offer 9r eP notification by the City. A. Furnish and set all reinforcing steel, bolts, and anchors. might not have been considered in engineering. Such obstructions or differences should be brought to 3. Provide the amount of cast savings if the substituted item is approved. 1. Swing check valves 2" and smeller shot be 200 pound W.O.G. branze construction with reploceable 2. Connections shall be mode at the approximate location(s) shown on the Drawings. The Contractor the attention of the City of Rancho Cucamonga. In the event this notification is not performed, the composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW-V--51D, Class is responsible for minor changes cause by actual site conditions. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the B. Install all items required by other trades which ore to be cost into concrete. Contractor shall assume full responsibility for any revision necessary. B• The City of Rancho Cucamonga shall have the sale responsibility in accepting or rejecting any A. Type IV. Drawings, submittal item as an approved equal to the equipment and materials listed on the Drawings and 3.03 INSTALLATION C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where applicable. 1.03 SUBMITTALS Specifications. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. 5. Roin Bird EFB-CP-PRS valves will be set per manufacturers specification so that each lateral Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against A. Trenching. operates at design pressure. 1.03 Protection A. Material fist: 1.06 GUARANTEE drawout from 5 to 40 feet of head. Anti-drain valve shall be sinilor to the Volcon "ADV" or approved equal. 1. Dig trenches straight and support pipe continuously on bottom of trench. Loy pipe to an even B. Testing of Irrigation System: All finished concrete work shad be barricaded to pedestrian traffic for three (3) days. Barricade shall 1. The Contractor shah furnish the articles, equipment, materials, or processes specified by name in A. The guarantee for the irrigation system shat be mode in accordance with the attached form. The grade. Trenching excavation shall follow layout indicated on the Drawings and as noted. be placed imedivtely after concrete finishing. Contractor shall furnish, place and remove oil of his owi the Drawings and Specifications. No substitution will be allowed without prior written approval by the General Conditions and Supplementary Conditions of these Specifications shall be fled with the City J Control �g 1. The Contractor shall request the presence of the City of Rancho Cucamonga In writing at least 48 barricades. Contractor shall be responsible for any damage to new construction and replacement or City of Rancho Cucamonga. prix to acceptance of the irrigation system. 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation Ines installed under Coving hours in advance of testing. repair of the work shall be mode without added cost to the City. 1. Except as noted otherwise, connections between the automatic controllers and the electric control or hordsccuping. 2. Complete material list shat be submitted prior to performing any work. Material list shall include B. A copy of the Guarantee form shat be included in the operations and maintenance manual. 2. Test alt re lines under hydrostatic a of 150 n the manufacturer, model number, and description of all materials and equipment to be used. Although valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Control wiring installed in Cierra ydr pressen pounds per square inch and prove 1.04 Clean-up p P 9h 3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines of three (3) watertight. manufacturer and other information may be different, the following is a guide to r submittal format: control wire conduit within structure shall is mode with ComAWG-TW solid coupler wire. Plot wires shelf Y 9 9 proper C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the be o different calor wire for each automatic controller. Common wires shall be white with a different inches or lager in diameter. Upon completion of all concrete wok and before find acceptance, the Contractor shalt remove dl to , following information color stripe for each automatic controller. Install in accordance with valve manufacturer's specifications Note: Testing of pressure main lines shall occur prior to installation of the electric control valves, surplus materials, apparatus, debris, etc, from the site and the site shill be left in a dean, neat Item No. Description Manufacturer Model No. and wire chart. In no case shall wire size be less than #14. 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines of two and one condition acceptable to the qty. GUARANTEE FOR IRRIGATION SYSTEM half (2-1/2") inches or smaller 3. All piping under paved areas shat be tested under hydrostatic pressure of 150 pounds per square 1 Backflow Preventer Febco 825-Y-BV inch and proven watertight prior to paying, 2 Automatic Controller Colsense ET1-24 -DR We hereby guarantee that the irrigation system we hove furnished and instated is free fre n defects In 2. Wiring shat occupy the same trench anal shall be installed long the same route as pressure 5. Provide for a minimum of twelve (12) inches for at non-pressure Innes. P � P P g 3 Master Valve Superior 3100 RCV materials and workmanship, and the wok has been completed in accordance with the Drawings and supply or lateral lines wherever possible. 4. Sustain pressure in tines for not less than six (6) hours, If leaks develop, replace joints and 4 Etc. Etc. Etc. Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair or 6. Provide for a minimum cover of eighteen 18 inches for all control wiring. replace any defects in material or workmanship which may develop during the period of one year from 3• Where more than one (1) wire is placed in o trench, the wiring shill be toped together at intervals ( ) 9 repeat test until entire system is proven watertight. Irrigation submittal must be specific and complete. At items must by listed and should include dote of acceptance and also to repair a replace an damage a resultin from the repairing or replacing of fifteen (I 5) feet, solvent, primer, wire, connectors, calve, boxes, etc, No copies of manufacturer's literature katal � � Y 9 g � 9 g 7. Refer to City Standard 120 'Trench Repair when within City streets susceptible to traffic hoods. 5. All hydrostatic tests shall be made only in the presence of the General Contractor and the City of �P (catalog of such defects at no additional costs to the City. We shall make such repairs or replacements within Rancho Cucamonga. No pipe shall be backfilled until it has been observed, tested, and approved in cuts are required as submittal information, a reasonable time, as determined b the City, after receipt of written notice. In the event of our 4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curt � Y Y ip B. Backfilling: writing. failure to mace such repairs or replacements within a reasonable time after receipt of written notice shall be of sufficient length of each splice connection at each electric control valve, so that in case 3. Equipment or moterids installed or furnished without prior approval of the City of Rancho from the City, we authorize the Cit to proceed to have sold repairs or r locements made at our of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Cucamonga may be rejected and the Contractor may be required to remove such moteriols from the y Y P � � Control wires shelf be laid loosely in trench without stress a stretching wire conductor. 1. The trenches shah not be bockflfled until dl required tests are performed. Trenches shad be 6. Famish necessary force pump and all other test equipment. g y je y equ expense and we will pay the costs and charges therefore upon demand. carefully bockfiTled with the excavated materials approved for backfilling, consisting of earth, loam, site at his own expense. 5. All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, Rainbird Snap-Tile wire sandy clay, sand, or other approved materials, free from large clods of earth or stones. Bockfit shat 7. When the Irrigation system is completed, perform a coverage test in the presence of the City of PROJECT: MEDIAN ISLAND LANDSCAPE IMPROVEMENT tors., a approved equal. Make only one splice with each connector siding pock. be mechanically compacted in Iondscoped areas to a dry density equal to adjacent undisturbed soil in Rancho Cucamonga to determine if the water coverage for planting areas is complete and adequate. connectors.,4• Approval of any item, alternative or substitute indicates only that the product or products PLANS FOR MILLIKEN AVENUE planting areas. Bockfill wit conform to adjacent grades without dips, sunken areas, humps or other Furnish all materials and perform all work required to correct any inadequacies of coverage due to apparently meet the requirements of the Drawings and Specifications on the basis of the information or 6. Field splices between the automatic controller and electric control valves will not be allowed surface irregularities, deviations from the Drawings, or where the system has been willfully installed as indicated on the samples submitted. LOCATION: RANCHO CUCAMONGA, CALIFORNIA without prior approval of the City of Rancho Cucamonga. Drawings when it is obviously inadequate, without bringing this to the attention of the City of Rancho 5. Manufacturer's warrantees shat not relieve the Contractor of his liability under the guarantee. 2. A fine granular material bockfill wit be initially placed on all Imes. No foreign matter larger than Cucamonga. This test shall be accomplished before any ground cover is planted. Y K. Automatic Controller. one-half (1/2) inch in size wit be permitted in the initial backfill. Such warronties shall only supplement the guarantee. SIGNED: 8. Upon completion of each phase of wok, the entire system shaft be tested and adjusted to meet 1. Automatic controller(s) shall be of size and type shown an the Drawings, 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. site requirements. B. RECORD DRAWINGS: ADDRESSED: 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler hoods, lows, planting, or 2. Find location of automatic controller(s) shot be approved by the City of Rancho Cucamonga. other construction are necessary, the Contractor shat make all required adjustments without cost to 3.07 MAINTENANCE 1. The Contractor shall provide and keep up-to-date a complete record set of blueline ozdid prints 3. Unless otherwise noted an the Drawings, the 120 volt elanctricd power to each automatic contrilter the City. which shall be corrected doily, showing every change from the original Drawings and Specifications and PHONE: DATE OF ACCEPTANCE: A. The entire Irrigation system shill be under full automatic operation for a period of seven (7) days the exact installed locations, sizes, and kinds of equipment. Prints far this purpose may be obtained location is to be furnished by others. The final electrical hook-up shall be the responsibility of the Contractor. C. Trenching anal Bockfit Under Paving: prix to any planting. from the City of Rancho Cucamonga at cost. This set of drawings shall be kept on the site and shall PART 2 - PRODUCTS be used only as o record set. 1. Trenches located under seas where paving, asphaltic concrete, a concrete will be Installed, shall B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period.be MATERIALS L. Electric Control Valves be bockflled with sand (a layer four (4) inches below the pipe and six (6) inches above the pipe) and 2.01 MA 2. The Contractor shall mace neat and legible notations on the record drawing progress sheets dally compacted in layers to%96ompaction, using manual or mechanical tamping devices. Trenches for 3.08 CLEAN-UP as the work proceeds, showing the work as actually installed. For example, should a piece of A General: Use only new materials of brands and types noted on drawings, specified herein, or 1. All electric control valves shall be the some size and type shown on the Drawings. piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be equipment be installed in a location that does not match the plan, the Contractor must indicate that Y �' left in a firm unyielding condition. All trenches shall be left flush with the odjoining grade. The peon-up shat be mode as each portion of work progresses. Refuse and excess dirt shad be removed roved equals. Contractor shall set in place, cap and pressure test dl piping under paving prior to the Coving work. from the site, all walks and paving shall be bloomed or washed down, and any damage sustained on the equipment hos been relocated in a graphic manner so as to notch the original symbols as indicated in aPP the Irrigation legend. The relocated equipment and dimensions will then be transferred to the original 2. All electric control valves shall hove a manual flow adjustment. work of others shall be repaired to its original condition. resod crowing pion at the proper time. B. PVC Pressure Main Line Pipe and Fittings 2. Generally, piping under existing walks is done by jacking, boring, a hydraulic driving, but where any 3. Provide and install one control valve box for each electric control calve. cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 3. Before the date of the final observation, the Contractor shall transfer all information from the 1. Pressure main line piping for sizes 2" and larger shad be PVC Claus 315. Contractor as a port of the Contract cost. Permission to cut or break sidewalks and/or concrete shall "record drawing' prints to a sepia mylor or similar mylor material. Arrangements shall be made through 2. Class 315 pipe shall be mode from on NSF approved Type 1, Garde 1, PVC compound conforming to M. Control Valve Boxes be obtained from the City of Rancho Cucamonga. No hydraulic driving will be permitted under concrete A. The Contractor shalt operate each system in its entirety for the City of Rancho Cucamonga at time the city for obtaining said sepia mylor or similar mylor material. All work shall be in waterproof Indio ASTM resin specification D1784. All pope must meet requirements as set forth in Federal Coving. of final observation. My items deemed not acceptable by the City of Rancho Cucamonga shall be ink and applied to the mylor by a technical pen made expressly for use on mylor material. Such pen Specification PS-22-70, with on appropriate standard dimension (S.D.R.) (Solvent-weld Pipe). 1. Use 10" x 10-3/4" round box for all gate valves, Corson Industries #910-12B with green bolt-down reworked to the complete satisfaction of the City of Rancho Cucamonga, shall be similar to those manufactured b R ed o h, Kueffel tc Esser, or Faber Castell. The cover or approved equal. Extension sleeve shall be PVC with minimum size of six (6) inches. 3. Refer to City Standard 120 'Trench Repair" when within City streets susceptible to traffic loads. B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has received y aP D 3. Pressure main line piping for sizes 1-1/2 and smaller shall be PVC Schedule 40 with solvent dimensions shall be made as to be easily readable even on the find controller chart (see Section C). all accessories, charts, record drawings, and equipment as required before final site observation con The original mylor "record drawing" plan shall be submitted to the City of Rancho Cucamonga for welded joints. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves, Carson Industries # occur. approval prior to the completion of the controller chart. 4. Schedule 40 pconforming 1419-12B with green bolt-down cover a approved equal. D. Assemblies: pipe shot be mode from NSF approved Type 1, Grade 1 PVC campaund onfiring to 4. The Contractor shall dimension from two (2) permanent points of reference, such as building ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling vdves. Corson 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diogrommatic• Install lines (and comers, sidewalk edges, road intersections, etc., the location of the following items: PS-21-70. Industries no. 608-12 with green flex-tock cover or approved equal, various assemblies) in such a manner as to conform with the details in the Drawings. a. Connection to existing water lines. 5. PVC solvent-weld fittings shat be Schedule 40, 11-1 NSF approved conforming to ASTM test 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves installed within on-grade 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. b. Connection to existing electrical power. procedure D2466. landscaped areas. Carson Industries # 1419-126 with green bolt-down cover or approved equal. c. Gate valves. 3. Install all assemblies specified herein in accordance with respective detail, In absence of detail d. Routing of sprinkler pressure lines (dimension max. 100' along routing). 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shat be of type and installation 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on-structure landscaped drawings or Specifications pertaining to specific items required to complete work, perform such work in e. Sprinkler control calves. methods prescribed by the manufacturer. areas. Cason Industries No. 910-12B with green bolt-down cover or approved equal. accordance with best standard practice with prior approval of City of Rancho Cucamonga. f. Routing of control wiring and locations of all splice boxes. g. Quick coupling calves. 7. All PVC pipe must boa the following markings N. Sprinkler Heads 4. PVC ape and fittings shill be thoroughly doomed of dirt, dust, and moisture before installation. h. Stub-outs for future connections. Installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. i. Other related equipment as directed by the City of Rancho Cucamonga. a Manufacturer's Home 1. All sprinkler heads shall be of the samne size, type, anal deliver the sane rate of precipitation with b. Nominal pipe size the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or specified 5. On PVC to meld connections, the Contractor shall wok the meld connections first. Teflon tope DESCRIPTION OF REVISION DATECT1Y 5. On or before the date of the final field observation, the Contractor shah deliver the corrected and c. Schedule or class in these special provisions. or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal 'pints. APPROVED: completed sepias to the City of Rancho Cucamonga. Delivery of the sepias will not relieve the d. Pressure rating in P.S.I. Light wrench pressure is all that is required. Where threaded PVCconnections are required, use Contractor of the responsibility of furnishing required information that may be omitted from the prints. e. NSF (Notional Sanitation Foundation) approval 2. Spray heads shall have a screw adjustment. threaded PVC adopters into which the pipe may be solvent waded. CITY OF RANCHO CUCAMONGA C. Controller Charts It. Dote of extrusion 3. Riser units shall be fabricated in accordance with the details shown on the drawings. E. Line Clearance: 8. All fittings shall beer the manufacturers name or trademark, material designation, size, applicable 4. Riser nipples for all sprinkler heads shall be the some size as the riser opening in the sprinkler 1. As-builts drawings shag be approved by the City of Rancho Cucamonga before controller charts I.P.S. schedule and NSF seal of approval. pP oP g 1. All Penes shall hove a minimum clearance of six (th inches from each other and twelve (12) inches ore prepared. body' from lines of other trades, with the exception of the control wire sleeve(s) which shall be installed IRRIGATION SPECIFICATIONS C. PVC Non-Pressure Lateral Line Piping adjacent to pressure supply line. Parallel Imes shat not be installed directly over one another. 2. Provide one controller short for each controller sequence. � 5. All sprinkler heads of the some type shill be the some manufacturer. MEDIAN ISLAND LANDSCAPE IMPROVEMENT 1. Non-pressure buried lateral Me piping shall be PVC Schedule 40 with solvent-weld joints when F. Automatic Controller Assembly. 3. The chat shall show the area controlled by the automaticcontroller and shallinstated in planting areas. 0. Sleeving De the maximum Instill as per manufacturer's instructions. Remote control valves slog be corrected to controller in - 1 PLANS FOR MILLIKEN AVENUE size which the controller door will allow. 2. Non-pressure lateral line piping instated under paved areas shat be PVC Schedule 40 with solvent 1. Sleeving under hardscope or paved areas for mainline, laterd lines or control wiring shat be numerical sequence as shown on the Drawings. �pNDS I STA. 37+27.41 TO STA. 50+82.00 4. The short is to be a reduced drawing of the actual installed system. However, in the event the welded joints. Schedule 40 P.V.C. or approved equal. k. p�I W •9 G. High Voltage Wiring for Automatic Controller. �v� 5G N0. 2122 O� 'A0 controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will 3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM P. Vandal Resistant Controller Enclosure: Cl) y APPROVED BY: DATE: be readable when reduced. resin specification D1784. All pipe must meet requirements set forth in Federal Specification PS-22-70 1. 120 volt power connection to the automatic controller shag be provided by the Contractor. � % -n CITY ENGINEER RCE: 4953 5. The short shall be o block line a blueline ozalid print and a different cola shall be used to with an oppropriate standard dimension ratio. 1. Controller lenclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail 0 rn 2. All electrical work shall conform to local codes, ordinances, and union outhorities having jurisdiction. X gni are y DESIGN RECOMPFISIDED indicate the area of coverage for each station. 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.016), all requirements for non-pressure lateral line pipe and fittings shall be the some as for solvent-weld pressure main line a and fittings 2. A backboard shall be secured to the controller enclosure housin to provide a base for mounting 6 03 WILSON 6. When completed and approved, the chart shall be hermetically sided between two pieces of PP g P Pp 9 P 9 H. Remote Control Valves Renewal Dote SW � � , plastic, each piece being o minimum 20 mils. as set forth in section 2.01B of the Specifications. the automatic sprinkler controller and terminal strip. 1. Install where shown on the Drawings. Where grouped together, Blow at least twelve (12) inches �Tq 6 Dote02 a�Q DRAWN ASSOCIATES SHEET D. Bross Pipe and Fittings 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt receptacle. Metal between adjacent valve boxes. Install each remote control valve in a separate valve box. lE �E4� Landscape 7. These charts shall be completed and approved prior to the final field observation of the Irrigation conduit shall run from the 117 volt supply to the controller housing. All power within the housing shat OF C AV WA Architecture L_9 OF 10 system. 1• Where indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification be properly phased. 11262 Wormingtoxn St. 9s D. Operation and Maintenance Monads no. WW-P-351. CHECKED Riverside, CA 92503 + NO. sw 4 (909) 353-2436 I � � 7- PROJECT SHEET N0. OF ' I . � 111111 x •tt rw t . PLANTING SPECIFICATIONS Soil excavated from planting holes shall be amended to bockfll around trees and shrubs using the 4.03 Soil Amendments: B. Ammonium Sulfate: Granular form containing not less th13nn2togen and 296 sulfur and shall be following mixture: registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 PART 1 - GENERAL Soil amendments shall be as recommended in the Agronomic sols report - "Fertilizer Materials,' Section 1030 of the Agricultural Code. Native, On-Site Soil with rock no greater than 3" in diameter 1.01 Scope of Work: Gro Power Plus, 5-3-1 15 lbs/cy 4.04 Trees Stokes: 7.03 General: Iron Sulfate 2 lbs/cy Contractor shall provide all materials, labor and equipment incidental to and necessary for completing off Tree stokes shall be lodge pole pine tree stakes. See tree staking detol on plans for further Maintenance shall start immediately after landscope irrigation and planting. work, as indicated on the drawings, as reasonably implied, or as delineated in the Specifications as (To be used for bidding purposes only, verify with Agronomic Soils Test.) information. follows, Maintain all plants and planted areas on a continuous basis as they are installed during the progress of After bockfilling, construct a 3" earthen berm to form watering basin around each plant, to allow PART 5 - GROUND COVER AND BEDDING PLANTS the work, and continue to maintain them until final acceptance of total project. Replace any dead or 1.02 Standards: thorough woter-in and establishment. dying plants as directed by the Landscape Architect and City representative. 5.01 Scope of Work: All work and materials shall comply with governing codes, safety orders, standards, and regulations, Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. A. Irrigation: Operate irrigation system on an established program to maintoin all plants and planted and meet the minimum requirements of the Standard Specifications For Public Works Construction Berms in turf areas to be removed prior to City acceptance. Provide all materials and equipment and perform all work necessary for and incidental to installing all areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation (Green Book) latest edition. ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to its PART 3 - SOIL PREPARATION AND FINISH GRADING specifications. original condition at no cost to the City. Failure of any port of the irrigation system shall be brought 1.03 Quality Assurance: to the attention of the City. No repairs other than emergency repairs shall be accomplished without 3.01 Scope of Work: 5.02 Bedding Plants: written permission from the City. A. All Contractors performing Site Development work, must be licensed in accordance with the laws of the State of California, A. Provide all materials and equipment, and perform all work necessary for and 'incidental to the soil Perennials and Annuals: Provide healthy container grown plants from o recognized nursery, and of the B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals preparation and finish grading of all planting and lawn areas as shown on plans, as reasonably implied, species and variety shown on plans. not to exceed 10 calendar days. B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and or as delineated in the specifications. Material Suppliers expected to be employed during the course of construction. 5.03 Ground Cover. The Contractor may elect to remove such concentrations of weeds manually or by on approved B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. herbicide program. C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during Ground Cover. Provide ground cover of the species shown on plans. Ground cover shall be entire course of the Construction Contract. The amount of insurance shall be determined by City. C. Cleoning and finish grading of planters areas and planting areas. established and well rooted in flats or similar containers. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control, to keep all plants and planted D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and 3.02 Topsoil: 5.04 Mulch: areas free of insects and disease. Method shall be reviewed by the City prior to any applications. City to give starting and completion dates. Contractor shall also supply the Landscape Architect and Pest Control shall include Gopher control. City with the name and telephone number of the person in charge of the work. A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. Mulch is to be Citrus Chips (1" to 2-1/2' size chips) or equal, available from Earthworks Soil Amendments - P.O. Box 77248, Corona, CA 92877 (909) 270-0088, Fox (909) 270-0991. D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. 5.05 Coordination: maintenance program and continue to prune plants as directed or as may become necessary until the 1.04 Responsibilities and Coordination: Silt plus clay content of this soil shall be no greater 19dby Abeight. The boron content of this end of the maintenance program. soil shall be no greater than 1 part per million as measured on the saturation extract. The sodium A. Do not have plants delivered to the ' site until site conditions are read for planting. If planting A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing P 1� Y P 9• P 9 absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to authorities for the work to be performed. is delayed, keep plant roots moist and place in o sheltered location protected from the sun, wind and conformance, samples of the imported soil shall be submitted to an agronomic soils testing laboratory, achieve and overall even appearance. Exterminate gophers and moles; repair damage, approved by the project Landscape Architect for analysis prior to use. Result of testing to be other damaging elements. B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at delivered to City for approval. Soil test to include analysis and recommendations. PART 8 - ACCEPTANCE OF PROJECT the site prior to commencement of any work under this contract. The Contractor shall verify the B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding location and depth of all underground utilities prior to start of work. 3.03 Soil Amendments: plants and ground cover planting. 8.01 General: C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for ail temporary 5.06 Installation: All sol amendments shall be as specified in the Agronomic Suitability/Fertility sols report furnished by Upon completion of installation, a maintenance period of o minimum of 180 days for all landscaped areas utilities such as water, electrical power and gas as required by him for the construction of the project. the Contractoris required prior to final acceptance of the work by the City. The Commencement dote for the Temporary services shall be coordinated with the City and other contractors on the job site. Plant ground cover and bedding plants in moist sol and space as indicated on plops. maintenance period shall commence upon written approval for all phases of planting installation by the 3.04 Soil Preparation: City Public Works Inspector. Maintenance period shall be adequate to verify plant characteristics and D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all Each plant shall be planted with its proportionate amount of sol so as to minimize root disturbance. y P 9 establishment. surveys, reference points and elevations required by him, and shown on plans for proper execution ofil moisture shall be such that soil does not crumble when removing plants from container. All work on irrigation system shall be complete and inspected for recommended approval and, fine So site construction. grading completed, prior to rototilling and prior to soil amendment work. A. Two inspections shall be made that affect the establishment period: The first after all plantings Regrode planter areas after planting, to restore smooth finish grade and to insure proper surface have been completely installed in order to approve the beginning of the establishment period, and the E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping second of the end of the establishment period. If plantings are not acceptable at the end of the 180 him for the construction of the project. All temporary traffic barriers and detours shall conform to all " established. Watering shall begin immediately after mulching. (Grading shall accommodate the mulch) P le P y to a depth of 12 . All rock and debris more than 2 in diameter shall be removed from the site, day period, due to defective maintenance, then continue establishment until all work meets with the conditions required by the City or governing authorities. except for areas that are to be sodded, in which all rock and debris more than 1" in diameter shall be Specifications and can be approved. removed. 5.07 Protection: 1.05 Defective and Unauthorized Work: Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free Apply , spread, and rototl in all soil amendments as recommended to o depth of 6". Water area of infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final All work which is determined by inspection to be defective in its construction or deficient in any of the thoroughly after rototilling is complete. Incorporate evenly into the top 4" to 6" the following for each PART 6 - WEED ABATEMENT acceptance of work will be mode. All areas shall be neatly raked and free of weeds. requirements of the plans and specifications, shall be remedied or removed, and replaced by the 1,000 square feet of planting area: Contractor at his own expense in o monner acceptable to the Landscape Architect and City. 6.01 Scope of Work: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 1.06 Inspections: 200 lbs. of Gro-Power or approved equal. Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing The above soil conditioning are minimal qualities only and should be used only for bidding purpose, reasonably implied, and as delineated in the specifications. authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections shall be as listed because soil conditions may change drastically from the time these specifications were developed to the p p P 6.02 Quality Assurance: below, but not necessarily in this order. Only the inspection pertaining to the project scope of work time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own soils will apply. analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be A. The Applicator of all weed control moterials shall be licensed by the State of California as a Pest conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Control Operator and o Pest Control Advisor in addition to any subcontractor licenses that are required. Rough Grading. Architect and City. Copies of the soil test to be provided during the Pre-construction job conference. B. All materials and methods must conform to Federal, State, and Local Regulations. Drain Lines and Catch Basins. 3.05 Finish Grading: Irrigations (main line pressure, coverage & system operations test). 6.03 Submittal: Soil Preparation and Finish Grading, After rototlling operations are complete, grade areas to establish finish grades for planting. All flow Plant Material (delivery & placement). Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Substantial Completion Inspection at completion of landscape improvements) 7 Do lines shall be maintained and proper tolerances shall be met after settlement at the end of the project p sp ( p p p ) - y5• maintenance period. Landscape Architect/City o list of the weed control materials and quantities per acre intended for use Final Inspection (after maintenance period) - 7 days. in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and City The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a data to demonstrate the compatibility of the weed control materials and methods with the intended minimum of seven (7) days prior to the beginning work. 3.06 Coordination: planting and seed varieties present. 1.07 Guaronties: 6.04 Responsibility and Coordination: Weed abatement work shall be coordinated with the installation of the irrigation system rototlling and (See Weed Abatement section) planting.d kpg. . t dwork, an soil amendment A. Plant Materials: All trees, shrubs, ground cover, bedding plants and lawn shall be guaranteed from soA. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent date of final acceptance of landscape construction for periods as follows: intrusion into the treated areas and to notify the public. Trees 24' box & larger 1 year PART 4 - TREES AND SHRUBS B. No material or methods shall affect the landscape planting or hydroseed germination. No material or Trees 15 gal. & smaller 1 year method shall render the job site unusable for more than 10 days from date of application. Shrubs All sizes 120 days 4.01 Scope of Work: Ground Cover 120 days 6.05 Non-Selective Herbicides: Bedding Plant 120 days Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on plans, Lawn (sod) 120 days as reasonably implied and as delineated in the specifications. Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Lawn (seed) 120 days from first mowing 4.02 Products Control Advisor) Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance A. Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Names" 6.06 Selective Herbicides: period. Landscape Contractor shall replace and plant all materials which have died within the time span established by the American Joint Committee on Horticulture. Except for names covered therein, the stated above, at no cost and within 5 days from receiving written notice from the Landscape Architect established custom of the nursery is followed. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control or City. If dead material is not replaced and planted within the 5 day period, City may replace dead B. Condition - Plants shall be symmetrical, typical for varlet and species, sound, health vigorous, Advisor) material with new material and charge the Landscape Contractor for all expenses incurred. Y y' g free from plant disease, insect pests, or their eggs, and shall have healthy, normal root systems, 6.07 Weed Eradication: B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site well-filling their container, buy not to the point of being root bound. Plants shall not be pruned at anytime,development, for o period of one year from dote of final acceptance of project. an Yt , and in no case shall trees be topped. If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas 1.08 Material and Labor Releases: C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture will require control prior to removal, spray these areas per Pest Control Advisor's recommendations. practices and shall be of the size and caliper normally associated with the container size specified on A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and plans. Removal of all tags, labels, nursery stakes and ties from all plant material prohibited until the materials from planting areas. CITYmaterials releases for all work performed under Site Development. approval of the Landscape Architect or City. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" - 2" below the DESCRIPTION OF REVISION DATE APPROVED. • 1.09 Disposal and Clean-up: D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size surface of the soil. Physically remove all weeds from the site. to carry out the intent of the planting plan will not accepted and will be replaced at Contractors CITY OF RANCHO C U C A M 0 N G A Remove all waste materials (including excavated material classified as unacceptable sol expense. material), P and debris generated or encountered during the course of landscape construction, and legally dispose of PART 7 - LANDSCAPE MAINTENANCE it. During the course of the work, remove surplus materials from the site and leave remises in o neat E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) g p P PLANTING SPECIFICATIONS 01 S and clean condition. Clean up and remove all remaining debris and surplus materials upon completion of shall have been grown in containers for at least one (1) year, but not over two (2) years. 7. cope of Work: work, leaving the premises neat and clean. The site shall be cleaned upon the request of the inspector. F. Substitutions - Substitutions for indicated plant material will be permitted provided the substitute Provide all materiols, labor and equipment necessary for, or incidental to, performing all maintenance MEDIAN ISLAND LANDSCAPE IMPROVEMENT materials are approved in advance by the City, and ore mode at no additional cost to the City. Except requirements as reasonably implied or as delineated in the specifications including, but not limited to the PLANS FOR MILLIKEN AVENUE for authorized variations, all substitute plant materials shall conform to the requirements of these following: pI specifications. ���Go PART 2 - EXECUTION o � STA. 37+27.41 TO STA. 50+82.00 Maintain all plants and planted areas ` 2,01 Protection: G. Plants Not roved - Plants not proved are to be removed from site immediate) and replaced N0. 2122 -1, cry APPROVED BY: DATE: Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed with suitable plants. The Cit reserves the right to reject entire lots of plants represented b Keep planted areas free of weeds and debris. - to dr out. Bare root stock shall be separated and heeled-in, in most earth or other suitable material P y g � P P Y Prune trees and shrubs. � rri -+ CITY ENGINEER RCE: 24953 y P defected samples, Fertilized all plants and planted areas. , until planting. Boiled and burlopped plants shall have root boll covered with moist sawdust, wood chips qno ure y DES" Irrigation. 6 ew 03 WILSON or other suitable material until planting, H. Stake all trees, as per details immediately after planting to prevent wind damage. Insecticide spraying. � enewo a e * SW 2.02 Installation: I. Plant trees that are to be located in lawn or round cover areas after finish grades ore first ,r� 6/25/02 DRAWN ASSOCIATES sHEr 9 9 7.02 Fertilizers: established and allow at least 7 calendar days prior to installation of said lowns or ground cover to qTF o Date \E OQ� Landscape Detailed layout of plants within the planting areas shall be performed by Contractor and approved by provide for thorough watering of trees. All planting holes shall be excavated as defined on appropriate F CAS WA Architecture L-10 10 P 9 9 P 9A. Commercial fertilizers with on analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled � � � � 11262 Wormington St. the Landscape Architect and City prior to planting, details. Release Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils CHECKED Riverside, CA 92503 DRAWING �• report. Available from Gro Power (909) 393-3744. SW (909) 353-2436 -1 PROJECT SHEET N0. OF