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HomeMy WebLinkAbout1667-L DEVELOPER OWNER CONCORDIA HOMES OF CALIFORNIA 1131 WEST 6TH STREET, STE . 110 LANDSCAPE O CALIFORNIA ( 909 ) 988 - 9000 TRACT 14207 N / S AND SS OF WILSON AVE . WEST OF BERYL ST . LANDVCCAPE MAINTENANCE DISTRICT NO . 1 VICINITY MAP GENERAL NOTES SHEET INDEX 1 . THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. HILLSIDE ROAD 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO THE CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. Li 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY L- 1 TITLE SHEET WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS L-2 CONSTRUCTION PLAN v, REQUIRED BY LAW. Z Li 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY L-3 CONSTRUCTION PLAN Z PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT (800) 422-4133 TWO WORKING L-4 IRRIGATION PLAN AND IRRIGATION NOTES -' �- DAYS PRIOR TO CONSTRUCTION. L-5 IRRIGATION PLAN AND IRRIGATION LEGEND 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE L-6 PLANTING PLAN Q WILSON AVENUE I ` - N ¢ FURNISHED TO THE CITY INSPECTOR, AND ALL SUCH RECOMMENDATIONS FROM SUCH A L-7 PLANTING PLAN AND PLANTING LEGEND cn REPORT SHALL SUPERSEDE AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-8 IRRIGATION CONSTRUCTION DETAILS N 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS L-9 PLANTING CONSTRUCTION DETAILS w DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY BANYAN STREET Q THE CITY ENGINEER. L- 10 IRRIGATION SPECIFICATIONS 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF L- 1 1 PLANTING SPECIFICATIONS NOT TO SCALE SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT FLAT AREA AT THE TOE OF SLOPE. 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND BASELINE ROAD UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, A MAINTENANCE PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF— OUT, FALL COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND 10 APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. a w MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING a z NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER z Li COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. Q SAN BERNARDINO FREEWAY 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. 11 . CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER (760) 438-0525. 12. ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH CONTROLLER. CONTROLLER CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER CABINET DOOR WILL ALLOW AND SHALL SHOW THE AREA COVERED BY THE AUTOMATIC CONTROLLER. THE CHART SHALL BE A REDUCED DRAWING OF THE ACTUAL AS—BUILT SYSTEM. HOWEVER, IN THE EVENT THE CONTRMAINTENANCE RESPONSIBILITY MAP ENLARGEDETOSAQSIZE CTH T WILL BEIS NOTIREADABLE WHENWHEN THEDR REDUCED. THED UCEDCHARTI SHALL BEB A CONSULTANTS BLACKLINE PRINT, AND A DIFFERENT COLOR SHALL BE USED FOR AREA COVERED BY EACH STATION. WHEN COMPLETED AND APPROVED BY THE PUBLIC WORKS INSPECTOR, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN 2 PIECES OF PLASTIC, EACH A MIN. OF 20 MILS THICK. THE CHART SHALL BE MOUNTED USING VELCRO OR AN APPROVED EQUAL CIVIL ENGINEER: LANDSCAPE ARCHITECT: TYPE OF TAPE. THESE CHARTS MUST BE COMPLETED AND IN PLACE PRIOR TO FINAL MAPCO STB LANDSCAPE ARCHITECTS ACCEPTANCE OF THE WORK BY THE CITY. 13. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: 164 W. HOSPITALITY LN., SUITE 1 —A 10 E. VINE STREET, SUITE 206 BETWEEN CITY—MAINTAINED TURF AND CITY MAINTAINED SHRUB AREAS-8 WIDE x 6 DEEP SAN BERNARDINO, CA 92412 REDLANDS, CA 92373 CONCRETE HEADERS. BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE—8"WIDE x 6" DEEP (909) 890-9333 (909) 798-7490 CONCRETE HEADERS. 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 NOT TO SCALE \\ I HEADERS. •*"" 14. PUBLICLY MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: - ` H PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. 5 - PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. AND UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY ---------- ------- INSPECTOR. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. ' PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENTS PLANS ONLY.. . i LANDSCAPE QUANTITIES SGy AVE_;, —' t u ��� CUCApo -------------------------- '�►.rJ TOTAL L.F. OF TRAIL FENCING 1 ,300± (NOT A PART OF THESE PLANS) LANDSCAPE MAIN-1 ENANC-E AREA NON—TURF AREA 19,708 SF. �.%� • COBBLESTONE AREA 6,204 SF. Q ' SEE SHEET L-2 FOR CONSTRUCTION PLAN SIDEWALK AREA 2,712 SF. (L__j ` CITY SEE SHEET L-4 FOR IRRIGATION PLAN TRAIL AREA 19,575 SF. r DESCRIPTION OF REVISION DATE APPROVED SEE SHEET L-6 FOR PLANTING PLAN TOTAL OF ALL AREAS 49,426 SF, TOTAL ACRES TO BE CITY—MAINTAINED 1 . 135 AC. O " 1� Q CITY OF RANCHO CUCAMONGA STREET TREES PER PLANS: 1 LANDSCAPE MAINTENANCE AREA LAGERSTROEMIA I. ` MUSKOGEE' 39— 15 GALLON (WILSON AVE.) z SEE SHEET L-3 FOR CONSTRUCTION PLAN ERIOBOTRYA DEFLEXA 5— 15 GALLON (BERYL ST.) T - FOR CINNAMOMUM CAMPHORA 9— 15 GALLON WILSON aVE.) D LANDSCAPE ASSESSMENT DISTRICT SEE SHEET L 5 0 IRRIGATION PLAN GEIJERA PARVIFLORA 5— 15 GALLON BERYL ST.} U TITLE SHEET SEE SHEET L-7 FOR PLANTING PLAN TRACT NO. 14207 N/S AND S/S OF WILSON AVE., WEST OF BERYL ST. UNDERGROUND SERVOC E ALERT APPROVED BY: / , /- AND CITY CITY ENGINEER R.C.E. N0.24453 F C �``� T ��.P�N DESIGN -TSTB N D E C% CALL* TOLL FREE �; � ego► y �, 4 S.T.B. ��� LANDSCAPE ARCHITECTS * s 9^ * DRAWN LwDscApc ARcumcroRRE SHEET CADD IRRIGATION CONSULTANTS 1 OF 11 sTgl 2725 ��\P TWO IMORESIBdG DAYS �0� YOU Dlai F OF At�F� CHECKED - - (�' ����� eos e2s5 DRAWING N 0. S.T.B. CA Lic. No. 2725. NV Uc. No. 466 i i i i i , d F R K - MAINTENANCE RESPONSIBILITY MAP ------ LANDSCAPE ARIAS TI'M SHt'E'1` SFE 5HT -4 FOR NeRiGATlO GO LESTONE PAYING TYPICAL- MrSrALL P SFE 5HT L-G FOR PLANTING VET. T SHEET L-9. INSTALL WITH A G' PGG ' i CAJR5 BETWEEN STONES AND PLANTER AREAS. a Ir i 3 "Ot TO SOIAtr ; _ l _ { ..ti I . rL Im rI DET T SHEET l-9 �. G' GONGRE'TE ir!'IE _ _.. ... __.+ _ .. cuReING --- ,...r----- y 2' DE'TAN. Q ON SHEET L—�I , : ; i TRAIL FENCE r t PER ENG. PLANS 9 �', • .:.. I Ill ill !;. 25 r 9 ( , M y i , 3 y , EQUESTRIAN TRAIL 1 r PER ENG. PLANS I - i I SECTION A AAT SLOPED AREA ON BERYL AVENUE NOT TO SCALE I SEE ENGINEERS PLANS 1L i Y 'hCA�Ct m L#w wkmA i fir-•�----- ' � --- . IIrsTALL GM. ifEaDER AT LIMITS � ,...�--.-�,�. � — - • TrAt (SER QTY OETAX. =2-4. 'SEE 'ERG PEARS :Of WORK PER DET. Q SMT. 9 - '.-�' "`.�'x-- .� . „ z,,,.._• z. L .-80' L G' Gd"CRETE GUR5ING PER DETAIL Q ON SHE ET L-9 jTALL A L. 0?' � "XCO . o 1 0_ j OGK WALL PER ENG. MA" SPECS IN ALL 5HRUB BEDS o AVE.. r TO fNM5 hR.1C" IAC 51'RifMIn`G R.NN } WlIT-TYP nit MG. ftx" -- � Via.•.` �� ' SECTIONB BAT TRAIL AI AREA NOT TO SCALE LIMITS OF WORK h r . bt m . ' INSTALL A GONGRETE CURB Mt LAMSGAPED AR£A5 AT ALL LN'MITS OF WORK PER DET._Q SHEET L-9 E^ . - - - I C n _ t _ ! jE : I DESCRIPTION OF REVISION DATE , F'PROvEG CITY OF RANCHO CUCAMONGA LANDSCAPE ASSESSMENT TRACT 14207} 0 coN8TRMT oN PLAN I I APPROVED BY. , DATE_ 4 `►�sc,�f , 95 CITY ENGINEER - L4 .tuA C U R.C.E. N0. S.T.E3. LANDSCAPE NC11 ECT3 ex 0 i is t< r i ^4.' i M[7R1'w'1u * * WRIGATION CONSULTANTS i .r ..�.r.r< CADD L-2 11 a`l 2 J @' r N 1�wtE ii►iIf r 4 . 7-NoNn ora t�� OF 1F —•r4 � s0► v •:- - CAL �Tlae. No. 2'725. 1yc. I4. - �C r I 1_j r t s : . is .' .:: _, _.:.', _._ -:."_ _. ,, ,_ ._: _...:..,_. . ...,_ - .,•> ., . _ i MAINTENANCE RESPONSIBILITY MAP 5TALL Gam, i AV 11 i 1 OF WORK 10"10" DLT. ILMSCArt l Sig ShtT L-5 FOR IRRIGATION N , SEE StfT L-7 FOR rLA TING ;. ' o � 10 ScAtr ......, PER ENGINMRS FLARS YllSM A �+ 1 i 1 z:n Va ftGtTY I "I'Ait tT"l- SEE IN GINLER S ftAN 5 1 > GATE/LOT AS Imm Tm en"r i 1010—A SEE EN AN 5 ' 3 � _ ty 33 t ' i { _ t 240-- 0 ti GOEBLESTO'Nr FAVM '1'T /L IKSTALL ftr 6t . f � t • AREAS. WITH A G PGG GUR5 QLTWECN STONES AND 1•LANTCR RE 5. a s , 3 <, f 1 1 r I , DESCRIPTION OF REVSION DATE H RPRGVED. 4 , , 3 N - ClW OF RANCHO CUCAMONGA t 1 : 3 : LANDS CAPE ASSESSMENT DCT 14207 TRACT Nit AM SIS OF K" AVE WEST C , Cm • ONS uanaN PUN i 1 .. _ - APPROVED B Y. DATE: 3 .a Esc R.CN 0CITY ENGINEER a ya z Sm " .. Awc�IrrEetS S.T.B. � ��� IJIAMOROt11!! StlIYlCt ALwtT ? IRRIGATION CONSIJLTAiN3 sub 1rEt f11R * * L_ , .. CADD OF 3 '! 1 �n oo� 3 t 2 25 •l1-41!! " � -t N iitVow'ftv**mft 1aw v lE' 0 , Ib. yet 00 J n L L i ------`%r ------- t r. .+b --.-� -sir•._.,.._.. _ >-...._.. '�.....,,� ,�:... ':-- 3 Or WORK PARTIAL IRRIGATION EQUIPMENT LEGENDTE i -MAINTENANCE RESPONSIBILITY MAP `V .� .� ...� = _ rY - tATI 5 YM DESCRIPTION MANUF MODEL P51 GPM RADIUS 05"MDED BY CCWD. 15 REQUIRED At$ILPONIS t' ' e POP-UP SPRAY SPRMKL" RAN BIRD 1812-SAM-M5-U-15M 30 1.85 1'S j 'r GOMNECnON. THE CONTRACTOR SMALL MAKE ARRANGEMENTS AND PAY ALL G05T5 ttv"t _ ------ I -- ----- _ ._-:_ -_.- _____._. ___.___-- ��� ��i� AMAS�,l' �F'��3 �7F'� T � ' _ 1NSTALLAnON Of A NEW WATER METER. CONTACT 1Ftf GUGAMONGA COUNTY WATER T PO°-UF SPRAY SPRNKLER RAN BALD 1812-SAM-"S-U-190 30 D�TRIG Pr�C • COSTS AND INSTALLATION PROCEDURES. _- 5FE SMT. L—G FOR PLANTING F POP-UF SPRAY SM MKLER RAIN BALD 1812-SAM-PRS-15-T 30 tM 11' TYPICAL POINTS OF GO NVEGTTOl1 CONSIST or A ww lel! Mom IT R �dfROw - --- _ - ----- - -- - POP-•!JP SPRAY RAN BNCD 1812--SAM-PRS- VAN-Y/I1 30 YAKS �` ,,,,,r WME. FOLLOWED BY A FLOW METER FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED -T PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS. • PDP-UF SPRAY SPRMKLER RAIN GIRD 1812-SAM`-PRS-fJ-IIf 30 260 IT' 1 r I T- MANUFACTLIR"'S RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE !a"M 8 POP-U F SPRAY SPI! to CARD 18124AM`-MS-8M 30" J2 d' TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. ------- — "Or TO SCAM e POP-UP SPRAY SPRINKLER RAN BIRD 1812-SAM-PRS-b-WIN ^RLV�?�N DEYA:t IS TO 1 INSTALLED P 3o raRles e- 1tlCALLE1 TO IM STRIII 00 � N WITH SHRUBS WMENEVE'R POSSIBLE. DEVICE 15 TO DE ENCLOSED N WI ALUMINUM STEEL O 12-SAM-PR - POP-UP S--- - SPRMKLER RAN e1RD i8 5 sQ 30 ZG d _ ____._._._ ... .........._ - I VANDAL PROOF BOX. MODEL C58) SM 30AL AS MANUFACTURED BY I STRONG BOX. s POP-UP dtJDBLER SPRNME'R RAN CARD -bU-1401-51I't-PICS 30 .IS .. r.- PIPING SM" ON THE PLANS 15 ESSMT1AtLLT OIRGRAMMMATIG. ROM PRIG AM LOCATE PLOW METER 6A115EN5E 1-114' tCALStRSE NRfI'M 2_ZSC3 VALVES TO AVOID CONFLICT WTh STATIONARY ELEMENTS. LOCATE ALL VALVES AND BACKf OW t1EVICE N SHRUB BED. AVOID ANY CONFLICTS BETWEEN THE SM MKLEIC SYSTEM. WALLS. $tcm C49vROCLER CALSENSE CTI-24M-AI Tl/W-24-SSI. LIGHTS. SIDEWALK. UTILITY LINES AND EQUIPMENT. AND ARCHITECTURAL FEATURES. - .__.__. _______._.. _--- - _ ._ DVERIFI' XL CONDITIONS AND DIMENSIONS PRIOR TO COMMMMG ANY WORK. NOTAF' TIME NR our-�axLINc rAlvt �N eA�D �-�r i _ CITY IMMEDIATELY IF ANY DISCREPANCY 15 FOUND. CONTRACTOR 5H THOROUGHLY` �- GATE HALVE WATTS 2' 403-ICT-NCR SMALL OROUGHLY FAMLIARU HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING OR GOMMENGNG WORK`. • 1RR1GATfON GOM"NRaL V K KAINCICD tF6-GP-PRS-C-512£ A�5 f EXTREME CARE SMALL BE EXERCISED WHEN WORKING ADJAI TO WIT STRUCTURES O R ._._. UTILITIES. CONTRACTOR SMALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND RRiGATiON MINSTER VALVE MbIA'ERtOR X00-Z'. NORMALLY OPEN-ELECTRIC _<, _ -............... _...._......---... .-..- _ . REPAIRING ANY DAMAGES CAUSED BY.� HIS WORK AT NO G05T TO THE CITY. # PRESSURE REGULATOR WLKNS 2'-500 tsa Y1 - - TM CONTRACTOR SMAI FLUSH 11ND AD T I IF T JUS ALL Sl'iRNfKLER MEADS FOR OM'i" I'E"'CIICf"falNt N R. P. 6aCtCfLOW PKEVENTEIC PEBCO W25-Y-C1' WJ'STICa11IE1F-2' vrI"sw-*5-11L �-^ --- - -------� _ WID TO MINIMIZE OVER5PRAY ONTO WALKS. ROADWAYS AND/OR M A.DNGS. THiS SMALL _._.__----......... . - INUM SELECTING THE BEST DEGREE OF ARG TO FR THE EXISTING SITE GOINDITi0N5 AND ■ PiCMOSED 2' WATER METER STGICif TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM ME59M FOR __-.- M 2' CL 313 PVC MAINLINE APPROVED SYSTEM. CONTRACTOR SMALL INSTALL PRESSURE COMPENSATING SCREENS (FCS) SCREENS IF ._...� . ...... _. ._ ��, ![EDED At INITIAL CONSTRUCTION. SCSI. 40 "1 Pi' ICE SLEEVE APPROVER - — -- - ........-` _-._.. WHEN VLICTIG/1. OBSTRUGTiONS CSCE III DRW5.'STREET LI9'11'S. TRIM M.T ARE ' '5R'M. 40 PVC LATERAL APPROVED ORt THE SPRAY PATTERN OF THE SPRINKLER HEADS 50 AS TO PREVENT PROPER GOVERAW. RLISTANGRUAD THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE 9'RNKLER SYSTEM BY INSTALLING --- t -_ - -— - --- -__ _ _ ,,..,_ - ,,. O 5f A OlUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SQ _-r--- 1# A5 TO PROVIDE PROPER COVERAGE. ALS. ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST : TO THE CITY. T tlrp5 ALL ONE WW dCA�WMCir AL MG RNC ENTICE LE�FCTM 01'' TPNC MDK.ilE fin TME FARTHEST REM OTE CONTROL VALVECRGY�N EACH BRA". PIGTOA. EACH ORANGE WIRE AT IM 5f I ENCLOSURE. INSTALL TERMINAL SLIPS N ENCLOSURE FOR IRRIGATION WATERING. f r---- RRiGATION SYSTEM isBA SED UPONa Ma XAM Of 3 IEOf WATER PER WEEK C`TLIllf? Alm 2 INCHES of WATER PER WEEK CGROUNDG / OYER ShIRUDS) APPLIED FOR bHOURS A NK.FtT/9 DAYS .. A WEEK BETWEEN THE HOURS OF 9�0 P.M. TO 5A.M. Y ."" .. SCS ' �0 A ONLY ONE VALVE PER CONTROLLER SMALL OPERATE ATA TIME. �•''... t TME S1"5TCM D �- t5 EOR' TME'1'MII'Id'f IrN`ERA'I'MNe w55t111Y A'S +."m I«T Im1'I N'w OF CCI NEGTION. THE MAX" DEMAND D OF GALLONS PER MMUTE 15 A5 SPECIFIED. THE _1 RGAnON CONTRACTOR OR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRiNK TO THE STARTNS ATI 0 F INSTALLATION.ON ANY GMANGESA 5H LL BE BROUGHT TOA TION _ } : THE TTEN OF Int _ CITY - i Ti?WEA ./r��y � . Jr � �Ti/RJ X11.1 WITHIN A STRONGBOX t5D) 24551120 VOLT GONTROLLER/Q.EG TRIBAL ENCU - _ 1'IOUgT`Yet 1 3 SF MI A TENN PORTXY CEPO FILLED) ON TOPF 0 THE ENG105URE PER MANUFACTURER G ATI SPE AIG ONS AND ATTACH COAXIAL GABLE. Y 5 STEM SHALL BE OPERATIONAL PRIOR TO TO CITY'S AGGEPTANGE. ACTUAL LOCATION OF THE ENCLOSURE T ' - SURE 0 DE AS DIRECTED BY A T REPRES 7 1 TA fN TIVE OF THE CITY. THE CONTRACTOR 1 3 5F GON GOR SHALL SUPPLY TME- GONDt1f NEEDED I . .. FO1C TW Gt1NDUCT ORS 1llltt SM�L df I , f , RE5PON51DLE FOR P . THE OWER H OOK-UP FOR THE RRI a - ` CATION CONTROLLER. „ I ELECTRICAL GONDUCT OR5 AND METER t0 BE PROVIDED BY SCE. GOORDNATED AND PAD FOR BY THE DEVELOPER. W jFmt>IC ALL WORK ft-IN A VMC1I1' C�f5. TME 5T>4NDARRR SncrIcA i PUBLIC WORK coNstRucnoN AN f D BE 0 THE 5T i'MGHE TY ' QUTA.IT1' PIGAL OF THE TRADE. I t. WRING N'iCOM THE GONTR T OILER 0 THE EVES SMALL BE DIRECT BURIAL O.F.W. 164 GAUGE. 1 - _----� t AiLL z13lAnME1NT rJ RIE mmm or Mims. — � MSTALLATION SHALL � N ACCORDANCE WiTH THE CUIRRENT T A � CITY S AND RD DETAIL. > . { GONTR ACTOR SHau GuaR ANTEE ALL MATERIAL AND WORKMANSMP FOR A PERIOD OF I TES - , A f FROM D 1T: 0 FINAL A ACCEPT NGE BY_ THE 1 �- CITY s. INTENT !A£SiGltl IS t0 PROVIDE COMPLETE - RRIGATiOlt COVCICAGC TO KL rLWmm AM. AS - T T FIELD CHANGE MAY OCCUR. CONTRACTOR 15 REQUIRED TO PROVIDE 100X COVERAGE 1 0 GE TO ALL 1 WIRE gLV• AREAS. N NO INSTANCE SMALL. MEAD SPACING EXCEED 5OZ ' OF MA NUFAGTURER 5 REGI SPACING F .rte_ OR COVERAGE. CONTRACTOR SHALL NOT KNOWMGLY INSTALL A SPRINKLER SYSTEM 1 WITM IMPROPER COVERAGE. FAILURE TO NOTIFi' THE LANDSCAPE ARCHITECT. AND CITY SMALL REWMIN THE CONTRACTOR REPARNG/RMAGING SAiD SYSTEM AT HIS OR HER EXPEN5f. •---�'�.; %:' 'r' i - 9t. FE_ PROVDE A COLOR COATED LAMINATED CONTROLLER CHART N EACM CONTROLLER m im # ti4STALL tj DIANE IN PARKWAY - �\ VALVES AND AREAS SERVED BY EACM VALVE. PIPE .Y.. 2' BACK OF CURB FAG£-TYPICAL Y �/ f t bPiPM: SLV. 4OL1 WING AND WING UNDER PAVING SMALL BE SLlefcvED It R SMICFE. SMy ,. � WIRE SLV. ,T 2 5F 3 5F RE SLV4 ,,. PER CHART AND PROVIDE A MINIMUM COVER TO FINISHED PAVEMENT GRADE Of 24'. u lLSON .— 6 .�} CO MACTOR YI PROVIDE COMPLETE AND KtOATE AS-dULT DRAWNCS TO TM! CMT �' ✓ COMR.EnO I OF THE PROJECT. DRAWNGS SMALL INDICATE ANY CHANGES FROM THE ORIGINAL. �+ W23PLANS AND !71'EN510N5 OF VALVES. QUACK COUPLERS. CONTROLLERS AND ALL OTHER ,.• Tc 71. TC 71• i7 00 TC EQUIPMENT FROM STATIONARY POINTS OF REFERENCE- --.-- � `� 'i� ' �. �'�.".a•� �''' FROM KA'1'EIf 1"(E'I"L'`� �f - �„ • ' PiPE 5LVr DEVTG£ P'ER WATER DISTRICT STANDARDS ..�..�. ► �"" ' O 41 FL 1'JCfORE BEGINNING GONSTRl1CTION. THE CONTRACTOR MST t7l11'Alif � 11l�Ci�55ItRT FROM THE CITY. PiPE SLY IRRMGATION Sfi5TEPf WILL R I ES'rE>?ST TFIEIN QT•M'R� 4 5f y 'jM3. • _ WrORE FINAL APPROVAL. TATNs/E IME P1ECQ 5 5FIREY4 r. -4,! i�`Y, LIMITS OF WORK - � 5 5f 00-1 t#STALL ALL COMPONENTSFM "RIM I Un. Alit LOM CODC5. c Wff SLY. i 1.1 Sf ; # # Ci3NTDZTOIC SMALL ftIIINTAN A GLEAN W SSPE WM1IG EINVACt7NM'f w Ir a", lW 416 � y ddGADES MUST BE PROVIDED FOR ALL OPEN TRENCHES. 16 IPE SLY ,�'''` � , _ " lx RESPOIfSECE Pt�R G� TNlC�NC�ERCR'f�i�'5ER�'�Alf AT 1-WO-422-4133 AT LEAST 48 HOURS PRIOR TO TRENCMNNG FOR EXACT UNDERGROUND UIXITY LOCATIONS. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR THE REPAIR OR 2 Z2 REPLAGEMENT Of UNDERGROUND UTILITIES OR STRUCTURES M WMIGtt ARE DAMAGED DURING THE '�. 6 GOUCSE Of G G THIS t � Or1PLETN 5 WORK �� �Cl� A1�ft? �Ct`G. METER IN PLANT" NEAR A w u � , I E , O { 1 , .Tf DESCRIPTION OF REVISION oArE - „J► � ' _ : APPROVED. I . .... .. . .. CITY OF RANCHO CUCAMONGA O G NFO- CONNECT TO NEW 2 STANDARD WATER ME?£R ? I CPOTA15LE FOR NRRIGATiON WATER. TI-IE OWNER M1fAL1 MAKE ARRANGEMENTS AND PAY FOR AllO T G s s I _ LANDSCAPE ASSESSMENT DISTRICTFOR TKE` INSTALLATION OF A NEW METER. CONTACT Tlt£ GUGAMONGA COUNTY WATER D157RIGT FOR TRACT 14207 .. OSTAUATiON i'R E I .�. ' OG DUR£5 EX STMG WATER PRESSURE IIN�90N ' 135-145. SYSTEM 0£51GN PRESSURE IS 135 P.5.1. � A � OL- 15 ti71. h - � - "AX" SYSTEM DEMAND 15 4G GALLON PER MINUTES 3 � a F RIGATION PLAN AND NOTES I APPROVED BY. DATE. CITY ENGINEER ft. C E N0. DESIGN - T) L.l:J i l-�nl STB e �► LAi�P'E z S.T.B. ITECTS G7w U ����l� OMME T exp t� - 77 F. G AVrfv 'r. I�IDdCAP� s t fuE+1/tt}m _ .:: _ s , F � , IItR[GATI02f CON3(JLT . ,-_:__. _ _ < ,.: - ANTS it�� * CADD sus ��as `�,� 2725 �� CNt: k:EC� •-� f - i�rrrwr. Erni DRAWING NO. �FER TO SHEET S FOR �RIGATION DETA�.�8 ��. A���P «p„ SER TO SHEET 10 FOR IRRiC!ATiON SPE 2=lCATIONS CA c No. ; N L r` ------'.�r ——————— t I MAINTENANCE RESPONSIBILITY MAP LANDSCAPE AAS TMS SMEEr 5EE 511T. L-7 roR PLANTING ,rlf i I& To SCS J VIISD� f l►�w A / .i 1 T - T7 � `� If . a. 3 >L 1 5f ICY 2 SF - 7ly t>r t 7 � ,,,� 4 wiRE s�v. .000, IPE 3 7 = 0 n 2 SF�� ! 2 5f 1 �r - •-�' , SGht 40 PVG SLEEPING GhtART xER�SGA ASSESSMENT SYSTEM SUMMARY P0INT5 REFERENCE 4 1-1/4' SLEEYE 1-3 WIRES �'RON CfO1NT VALUES CLAIMED CSttEET #/REF 3R3 U2 PIPE 1_ - 1 LOW GALLONAGE IICRIGATION SYSTEM 20 L-2/1 1/2 SLEEYE d MITRES 3/4 PM'E 2- AUTOMATIC CONTROLLER - � C 20 L 2/2 r SLEEVE q-i3 WIRES r PM'E --- - 3 DLSIGNED TO WATER PLANTS QT rl "EMS 10 L- 2/3 W*ItR "ItM 1 - 4. SOIL MOISTURE SENSORS - - ATi 2-1/2* SLIM S-24 WffS 1-3/4 PIPE ELEV ON --- ___ ----------------- 5. RAM SENSORS S t-2/2STATIC PRESSURE - 4 I 3 SLEEVE 25-35 WIRES t-2/2* PIPE G. MYMD SENSORS - - SOURCE OF INFO- E 7 I T . 5ENS TiVE O SLBP 1"71[ "h #� 213 PttONE NUMaER t�9) 987-2591 4 SLEEVE - t 36-30 MIMRE5 ? 2-1/r PIPE 8. RECLAIMED OR RECYCLED WATEIF DATE OF INFO: 2L11198 G' SLEEVE B'1-TOO MITRES X 4• MMT TOTAL . . REMOTE GCX I KG SRRE= I MAXM'11" DEMAND= M_ IRRIGATION EQUIPMENT LEGEND ELEVATION OF MIGMEST MEAS 78.42 YM Dr5GRIFTION MANUFEL 1`51 M ADU5 N T PRE55URE AT R.G.V. x'.5.1- CREGULA= C POP-UP SPRAY 5PRINKLER RAIN BIRD 1812-50-PR5-U-15M 30 1.85 15" ADJUST A5 REQUIRED. SEE DETAIL A SHEET 8 ______-..__ .__ _ __ _ _ ..___ -jemr gort POP-UP SPRAY SPRMKLER RBIR AM D 1812-501-PRS-U-M ;gyp 'F:i 13' ADJUST AS REQUIRED. SEE DETAIL A SHEET a 1 2' WATER METER 5 FOf-UP SPRAY SPRINKLER #AM WD 1812-SAM-PRS-15-t 1.Z3 I3' ADJUST AS KTQUMMD. SEE DETAL A SMEET 8 I 2' R.P. BACKFLOW � t 1 1/4' FLOW MCT'ER L_1G PM-UP SPRAY SFIMNKLER WAM aRD 3812-50-MS-15-YAR 30 VARES W ADJUST AS REQUIRED. SEE DETAL A SMEET a - _ _ 1 2 MASTER VALVE 1.0 s ROP-UP SPRAY SPRINKLER RAM BIRD 3812-5AM-PR-5-U-1ZF 30 2.60 jrADJUST AS REQURED, SEE DETAIL A SHEET a 2' GATE VALVE y _ __. _ _. - LO13 L.F. 2' MAMLME .._..1181 a d POO"-UP 5PIRAY 5M MKLER CAN SIM 1312-SA"-PIKS-SM .0 Sr ADJUST AS REQUICE'D. SEE DETAIL A SIMa t 1-1/2' R.C.V. A55L''!'11�t1` _.�.iQ , - 3 2' FRE�55URE REGULAT I ! P•OP-UP SPRAY SM MKLER WAM BIRD X12-5AM-PR5- 30 Q' ADJUST AS REQUIRED. SEE DETAIL A SHEET a ` - -- ----- ___. .-_ _ _ _-...- _ _ _ _ 1 TOTAL LATERAL LME L055 ., 1•95 O POP-LIP SPRAY SM MKLER RAM BIRD 3812-5AM-PR5-130 30 26 8' ADJUST AS REQUIRED. SEE DETAIL A SMEET a GO LF 3/4' LATERAL LIVE 12 LF 1' LATERAL LME '' ► POP-t1P BUBBLER SPRMKLER RAM BIRD -PIS-SE}-34(11-58'f•-1'RS 30 .Z�f - ADJUST AS REQUI�D. SEE DETAIL A SttEET a , ...-. . .. . _ G LF 1-1/4' LATERAL L11t e ROW METEIR ULSEN-5L 1-1/4' CGALSEKSE #M-?2.55) *STALL FM MANUF. REG.. SEE DETAIL D SMEET IS 3 LF 2' LATERAL LME I - _ - -- -- 1 L.S. ?lI I GS LOSS CI+Cy7!7_ VICTIM COKTRIMLLIC GALSENSE rn-24M-AWT 1 W/W-24-SS/rMV SM MT& C t L SHEET a - - CMATION CHANGE •2.96 3 -cock-rA.vV�RAur WD_ 33-DW _ WE oc >� 9r+Eer a. iL ��- tr.�. _. __. TIM s1'5TER L055f5 APP _ _ _ _ _ _ DESCRIPTION OF REVISION DATE .� GATE VALVE WAM 2' 403-IM-M _ a�PaovEa. 'SEL DETAIL E '5tf[ET a .._ ._ _--_. . _ _ PRESSURE t0 OPERATE MEAti 3U IRRIGATION COMM of 'fit DETAIL r SIM a. 9" ac. AT 45r WTAL 1'RE'SSUCf REOtJIRED �i IRRIGATION PIASTER VALVCC TY OF RANCHO CUCAMONGA SEJPER m 3100-r. NORMALLY SER-ELECTRIC INSTALL IN PLASTIC VALVE BOX PER MAI". M. LOWEST STATIC P.5.1. AVAILAMrt 135 a- PRESSURE REGULATOR MLKMS r-500 INSTAL. PER DETAL K SHEET a PRE SET FRES. REGUL. VALVE (45) RESIDUAL WATER PRESSURE: __Q2_7 - _ _ LANDSCAPE ASSESSMENT DISTRICT + R. r. BACKFLOW PREVEN"CER FEBI;o IR25-Y-I�+ �rr�5Tf - vr - 4. Sm DETTA�L 4 smm a (FROM METER-NOT REGULATM PROPOSED 2' WATER METER eY cGMID TRACT 14207 SIZE AND LOCA" •.•�•. . •••••• r CoL- 313 PVG MAIN K A "ROVED _ __._.IVURT MIN. 16' "STALL I".per siv 53T NAND 8 OF WLSON AVE.,15 IS IIVES''i' OF `L Sr. -� m" 40 PVC PIPE/MIIRE Sam AlmovED BURT M0. 24• - SO MR GRAR?/CRT sm. sn FNIMTM PLAN AND LEGEND 3Grt. 40 PVG LATERAL APPRovED VJRY MM. iZ• - SIZE AS SftoMM-MSTAhi. fiE1c GIT SIM,, ' 3I APPROVED BY: DATE: 51 £ CITY ENGINEER _j YAM �ItlIMQE1f v�+o ,a R.C.E. NO. oZ �� T. DESIGNsr REi O DE ' SERv S -- 1M�rE D!lrM74ND y� y `- S.T.B. LAi CAPE 1 lCHITEC;T5 GAG 5F S.F. AREA r` _ SH�� R,AFb N "i► t wur tea rc>lerac�let -csoo� Ir4I� * �' �� * CAD D »� , � .t.►,� L-5 422-418! coal IT 1 i FEFER TO SHEET 8 FOR ?ATION DETALB sr� 2325 HE C_K ED ft w' DRAWING NU- .....�.�.. r�...,�. . R TO SHEET 10 FOR Nf�IGATION T� ` A1 '� c���F� ell No - �-L 1 ; _ _�.. ...y...... LN OF WOR t MAINTENANCE RESPONSIBILITY MAP W05CW''t' AMS TMS SET SEE SfitT. L-4 FOR IRRIGATION s If I X0r 't0 SCALEf 1 AYL r , I ' MUSTANG R0411 . f A I IAL FLAN I II`1 cm - !! 15YMtl�X I SrZrl 150TaNiCAL/00T'ft"iOfii 14A1'°YES - =-- �...�.� sT>e�T TMS - z 'tom : Cie 5 GAL UWM C. TAM , 1 , 1 3 Stf�Ud'S s ING& T. I TM Tri ftxlt . M_ 3 GAL MCACI'II[JI'i T. MM' f VX1CGATf D 9 ply, "APPfrMMS t IMLLf"W ! Mf. MM �CI0 tert vitstm - - - _ ...... iiY-Y�1► FYI _�_...� otouto GCs ft"1 _ #` G' `f 1CfOJk5>~ ACED 5MR TDM t"P.I'R I *AU "UD AREA5. AVALABL£ FROM MTRAVAIA. URAND. GA r ns 11 LIMITS OF WORK fri : r s ' 1 0 DESCRIPTION OF REVISION DATE . IT1 PPROVED CITY OF RANCHO CUCAMONGA jLANDSCAPE ASSESSMENT DISTRICT f L TRACT 14207 --� . 918 OF WUON AVE, WESfi'OF SERt Or. PLANTING PLAN APPROVED BY: NAME DATE: CITY ENGINEER R.C.E. N0. 24953 j T £ DE, w. rt r iNlM'N 1 S.T.B. LAND APE AFK34TECM .. Z UNMRGROtOM SERME ALERT O 'N ^i► WfDDCIE'Er 1 udcerrM corrsc TAM SHEET .m&vm p" . CA L--6 1 1 lip FIFER TO SHEET 9 FOR DETALS �� o� _ - 1-ts00� sl 2725 ��P ��HE{ kED �• + r DRAWING NO. TO SHEET 11 FOR ATIOM °F r"`�F ""'+I; °°' . G lic. No. 2TES, 11I lic- "owoIr[wontwiff~YiWM �7 L L I ------U r ——————— MAINTENANCE RESPONSIBILITY MAP LAND M AirAs smrEt 5EE 5MT. L-5 FOR IRRIQ C 1�T 1 O $Gxr` ,- 4 t / ljj: Dl AVE. - V\ . sv� A O IL 1000* { 001, oop , I P'ER ENGINEERS f I Its -, 1 , I t j 3 i L 9MIA6 4r TML CITY AND LANDSC 'PLANTNC Ln WMICHM T A N PREVENT 5 ALL TiON PER PLANS AN SPECIFICATIONS.0 5 GIFIG ONS. CONTRACTOR SMALL BE RESPONSIBLE F VN -N RE OR REMOVING AND RE 5tALLING IRRIGATION EQLIIPI'1ENT. AND N A REPLA TING AREAS WMIGH ARE NOT INSTALLED PERAN AND D SPEGIFIGATION. Jnr 1i 15-OT CONTRACTOR SMALL THE DETAILS AND SPECIFICATIONS FOR 50L PREPtRFERE GE 51 � E1 AL/G�, , MON 1`4A MI! PLANT FIT REQUREMENTS, STAKING AND BACKFILL REQUREMENT5. 3, CONTRACTOR SMALL FAMUARiZE MMSELF/HERSELF WRFC ALL LWIRGRUTLI es, 5TREET TREES PIPE5. STRUCTURES. AN ETC. A G D 5H LL TAKE 501.E RESPONSidLiTY FOR TME _ REPA /REPLACEMENT. A NO C05T TO THE CRY. ANY DAMAGE SAID 5 UNOEiCGROUNDMA / GAMPFf01C n (' C.. FACILITIES. � ! S`f 'L"wt m m''r' rt t �'1 4. 00 PLANTING 9ItL W VOIC Uar'Pt ALL MIRA 101Y5 F4GOPt.It�Tft�f w" TME 14STALLATi F ONO THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES ' E5TABLI PLANTING A KEN SHED THE n G ARE 5 FtnVE BEEN PROPERLYA N A GR DE'D AND PREP RED AS SPEGIFIED. AND TME WORK APPROVED BY THE CITY. 1 '� �! 1�. �1CiOfiA V. co"er 1*r F 11000122 Lftmor/r 2r at. STS no Sm Olt trr K i L ' "ET":A, ' ALL PLANT MATERIALS SMALL Of APPROVED FOR QUALITY IST TM CITY 00 LASWIPf ARCMRECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SMALL X SUBJECT TO APPROVAL BY A REPRESENTATNE OF TME CiTY PRiOR TO EXCAVATION. 2''� �C 'A t AtlSTK #�. CONTRACTOR SMALL K RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF wf1' . i" !C Siff lR3i Afi11T mil itt ' CET T DAMAGED LANDSCAPE AREAS BEYOND TME LIMIT OF WORK. THAT 15 A DIRECT RESU.T Of TME CONSTRUCTION AND/OR MIS SUBCONTRACTOR. REPLACEMENT ITEMS SMALL BE EXACT ATE OF ORIGINAL WORK OR PLANTS.16u'PLiG 5 UNLESS OTFtERWISE APPROVED BY THE CITY. 2 3i sex. IMI! t r m"=L• T CRAPE M"r1 ICEoor . ` � A'f �3' ti C. f STET no SCpi Ale UE'i' it + t WE1 +i' 7: QUANTITiES SMM ON TME LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SMALL BE GOVERNED BY TME NDIGAtL77 PLANT SPACING REQUIRED. 18. MRFENEVER Et"/GR0JF AREAS 5 INCE 11lY.JACtRf TO TURF W7C5 OK IR15LG t S at orYES bICOC+ I� o #'fiT Ltr nAT 6c; fm Dors Ir�t:d I t S LANDSCAPE AREAS ARE ADJACENT TO "NATE LANDSCAPE AREAS. A CONCRETE MEA1jE1C - t5 REQURED. PURSUANT TO CITY STANDARDS AND DUALS HEREON. A3 'SOL mm" S 1 C0- f Wit? ;� IrtAN1' AT Q' ltG. Wom ".0 SPttrtT of i CLEAN-UP SMALL TAKE RAGE CR A DAILY OA515 UNLESS OTHERWISE` APIhFOVEI? QT M OTY. IM TME FOL D"C RX AMCIVDM NTS ARE rM 10 PUi rOSVS OWY. 1'INAL. SM AMMENf or S COIL uxrm C. vWw`IMI'fifi ' I M# r uwm - ftAw off #' arit Ot`1'S M1f.0 "r 4 TYPES AND QUANTITIES SMALL BE BASED ON SOL TEST RECOMMENDATIONS (SEE WRITTEN C AT1 R T SPE FF�1G ONS 0 OTLL TME REQURED 50l AMENDMENTS 6 INTO THE 50L AT (� 3F 'SOX LAWTA" C. UDfA11'Oli' !' tA11i"M e fi O.C. PElF BETS M:R+3 SHEET �f TME REQUIRED RATES PER 1.000 5Q- FT. 4 GY. NITROGEN STABiL.IZED SAWMST 0 IS GAL 14AMONFIt MM I � "A"M 1t'CANT AT 3' l�G. PiIC VMfii�f0 "El ir UO L05. GYPSUM 2Z5 LOS GRo-POPPER PLUSi DESCRIPTION ©F REVISION DATE i 310 3 TIL ! A VO" ltA i MtrAVENLY Q D'O � Nt 3' ECC. ftlR VIM "wo Sir M APPROVED M LANDSCAPE AREAS SMALL ItfG I op,wow emp,mmen oat iRris ow SHRUBS. AND BLEND INTO EDGES AT GROUNDCOVER AREAS. PUR5UANT TO CITY STAB CITY O RANCHO C GAL � T. "ft'A'I 1T1t1f'N" I TCA'f' 1T1tJl� 'TLA![ IttIC11T AT �' D.C. 1"CIC DgYS fi'Mif:Q + 'f'T � { AND DETAILS HEREON. GRADING OPERATIONS SMALL ACCOMMODATE TME MU.GM. CONTRACTOR SMALL SUBMIT A SAMPLE FOR THE CITY'5 APPROVAL PRIOR TO PLA!MSE ;q '� t Al i�ftD1!'MIU'I T �I'A1rIE�ATA' ! M'LAIE itCAW AT C' O.C. PM DETS Irf 0 SME 1 Or LANDSCAPE AESSMENT DISTRICT AND PLACEMENT. SHREDDED MULGM 15 AVALABLE FROM INTRAVAIA, UPLAND. GA C909) 982-m (D Xk15� ► ASSESSMENT5`t'ST '1�t SUIf ,l • P, � RrtAPMfOCEP15RtLtRllt- Lam. rnrrrr IItANr R'ft G. MTS I�t�tQ SHEET i SS J TRACT 14207 -. POINTS REFEREi AND SM OF WLWN AVE, WEST OF SEM Sr. LANDSCAPE CFI VALUE) CLAIMED CSFMEET #/REQ 1. WATER GONSERVING PLANTS 20 L-4/2 1 S CAL CTRLTIOC�S'BFJS rWATA I TC* Irl' �=T f *f L AT W lot. PLANTING PLAN 2. TURF LIMITED TO 257. 20 L-4/2 2 ? APPROVED BY: ATE: ( > 3. PLANTS GROUPED BY WATE M AM 20 L-4/2 � � 4. tt R N N- _ GR"P?I1N>Yl GAVRS � CITY ENGINEER Cl C. . A DSCAPE C O IMGATED� SURFACE'S P:ivO�3'f n 10 L 3/5 C.E. N0. z S. PERMEABLE PAVING •. 0 - - 2 , 3 iw 31'F011"R 0- D&YM tLCR-C+ 51t ASD � Gtr 1"�e if ALL #M L f dF T B DESIGN * RECiiftilP ENi,EG G. LOW-WATER TURF VARIETIES - •• DE's S�MEE'r y�� icy � � UNoMRGROUNN seg V= ALM 7. MULCH PROVIDED IN NON-GROLAV COVER AMS 5 L-4/33 SMRUd AREAS. AVAILABLE FROM INTRAYAIA. ISLAND. GA � S.T.B. + LA IPE VKM EC 18 5. 5OIL AMENDMENTS S L-4/4 4 U RAWN ,"t► u ANcM1017,100 SHEE esea Von wws * w ro iRRIGAT[ON CONSULTAlR'S t-n®ol er err ttrrAt CADD -7 11 422-4189 sr .! I +�r� ry, 2OF J 725 HECKED Ha*"Wft *low s DRAWING NO. 3 1 V f�.�{ CALIF -o .:�jao■ , -:,. -... .,.:. + ,:o ..�... .;•- ' -... _sem..,.:...._ -.F. i 24" STRONG BOX MODEL N0: _ 58-2455/120V MF-PM SM" HEAD BODY SET TO 1/4" ABOVE FINISH GRADE t F"SH GRADE + RUBBER CAP - SUPPLY ONE KEY 1lOC111It`f ftASM MBtvE BOX « opouRm R i i BLUE LACAL CODE. tSlOi1N0 ROD TO SE 5 QCV S INCLUDING HOSE COVER ETCHED 'IRRIGATION GATE` 1 I _ WSTALLED INSIDE ENCLOSURE. ON Sv 7CTURt 1 (CARSON OR EQUAL) I I I�I I-1 I 11=1 11= CONTROLLER SIDE. HWSCAPM G I—III—III I I I—I I NAP-TTTE FMM C{ - * < ,� GRAM KV CONNECTOR OR EQUAL PLANTER BED ONLY a 11=1 I i =1 i °`"a` PC TAIL E7tRl�f5M0lt 11 i -I +'► VWGA7M C � LOOP (M IN.24- LONG) GRAM I� I MIN. !� r-r x Sar Ir r .*?,' .� .. WILVE - 1 /2` OR w" FOOT INSTALL A MNNMUM OF — — — �.. w .::t :�:: . STAftESS STEEL HANDLE I wNc BaIT (cAlesaN OR ` MIRE CONNECTIONS .. . I .:. Y AN90'VE GitADE AND SLOPE I—I I I EWAL) WiTH PLASTIC INTEGRATED at TOP TO DRANK AT MINIMUM OF 2!E __ 1 E -- r OR LA MER WITH wlS� COTCH-LQK �. I I =1 —_I i I—I I I�11=1 I I ` IT LOCKING UD. PLACE AT GRADE IN COIL >� r: �.. s s I — —_ TE YALVE Z O►ERATMG NUT I TURF AREAS AND 3" ABOVE IN CONNECTORS >� ae s �"' — _ _ _ _ SCpt 41 /BLABS "POLE t2" ( I ( I I I I I I=1 I I POxY COATED PLANT BED. 1, I I I�I I I I I I I I —!! —I IS— CDI111111 1MIlf/C'ON'iRl7L VMS IN SCH 40 BRASS 9V ELL ` I I— I- � I I I VALVE 3' SCH.40 PVC CONDUIT. _ LLOOOP(MMN.24"LONG) a,I `III I I I� I I I I I I—II SCR �f W STREET ELI. �s R � I� STEEL t2t MOLT NIRS M "m STEEL 16' SCR 40 9RASS NIPPLE - SCREW CLAMP ! CONWIT PER LOLL CODE) 90' SWEEP ELL t�'-"i " 1 NtWM (3) PLACES ti �� t0 POYFER SIDE OF CABINET (TYP,) 24 LONG t Kwo STAKE SCH il0 PVC St)' STREET E1`L 24" LONG) MASTER CONTit0. AIR 1i ISS fK1Rf 1 o"WI SOTT wk?A"" - RE5t5I*" FXLED LOCATED OUTSIDE OFVALVE _ PHOTO ELECTRIC SWITCH FOR SECURfR �- SOX. INSTALLATION/LOCATION Ni LIGHT CONTROL AS REOUIPED PER PER CiTY AND CALCENSE REP. 1IIo'IR[>ti7C 9F'f` S REET ELL Sri• STREET ELL � FLAIL METER PLANS. ®J T1 _ ( I • sa•• � ip-:D•P •pO. h7a o °•o LJiTE-PPLR� -- -r MIRW EX 90' STREET ELL FLOW 1111now SAWr I { L Eti:CTRIC METER PER SCE I �1~••s MErER SIZE o com"t 02111 NMI 1M. { II eo •oqs 1 xww SM ur PER PLANS. i'FPRESSURE ClIIE SCM1� ! PVC NIPPLE AS FLOW METER SIZE REFER TO CONTROLLER •o "e TYPICAL (2) PLACES INSTALLATION STD. —i - - - A#I'ri-DRAIN VALVE AS R'EO[IIREDSECURITY UCW i I`-A iI 1I UNINTERRUPTEDDISIAICPtPE (SEEX DIAMETER TIMER REQUIRED PER 1� { 1/4' wMt'SHEQ CftSFIE 1. LIIX,`A1'Lr � r yo a tF'lkt wIMCKS. C:u"S• I NOW STRIPS, i � FLOW METER SIZE) GRADE I I �� � r MIOQ FRES SUPPLY AGGREGATE BASE AND EDGES OF LAWN. I MINnMt1M Cos-mo E o �CU�Ri01111"TY MiN. I I {I i �� LINE FITTING M101'ES Z USE TEFLON TAPE ON ALL MASE 1 S. UNINTERRUPTED PIPE (lox DIAMETER NMl1NG. r Icrr N►1ti ICS 1. PLX �1'tE R" TO WST;"" Or WCW WX: 3` INSTAR HEADS WITH iNTERIVAI CHECK VALVE ANCT PRESSURE OF FLOW METER SIZE} • STEEL CONDUIT (PER PRESSURE StlPP'CY tN> 2. M/STALL CONTROL NAIVES A MIN. OF 12" FROM STRUCTURES CTR t�tRDSCMtPiNG. COMPENSATING FEATURE AS PER THE MQRtGATION PLAN. I ', r:: * LOCAL CODE) 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. _ I 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE AGGREGATE PRiOR TO INSTALLATION OF VALVE BOX. j MEAD CONNECTION AT BOTTOM Nr>[ET ONLY. I I I IS. ATTACH METAL VALVE IDENTIFiCATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. 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 BY, STANDAR) PLAN m APPROVED BY, STANDARD PEAK n APPROVED BW A HI—POP SHRUB SPRAY B FLOW METER INSTALLATION C CONTROLLER ENCLOSURE STANDARD PLAN I APPROVED BY. QUICK COUPLING VALVE WITH METAL ST'"1D"''rD �"" rp APPROVED Hri E „ VALVE STANDARD PLAN 539 516 — STAKE — FOR NON—TURF AREAS .� PEA 522 �, 535 _ 3 or smaller 518 CITY ENGINEER M USE MIT" STANDARD SPECIFICATIONS FOR PUILIC WORKS CONSTRUCTION FITY ENGINEER RAT VSE WITH STANDARD SPECIRCATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER R.C.E 24ER >E�tET i� � R.C.E. 24953 DA USE WIrN STANDARD SPECIi1CAT10N5 FOR PUBLIC WORKS CONSTRUCTION R.C.E.ENGINEER SUFE'. I or DAT USE WIT" STANDARD SPEC*ICATKINS FOR PUBLK: WORKS CoNSTRUCTION sRrfT t�t R.cE. 24953 !FEET ! 1! f R.cE. 24953 . � USE �� STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �T C�i CITY ENGINEER TO SPRINKLER - ANGLE PIPE TO BOX ENCLOSURE "SNAP-TITE" WATERPROOF HARDSCAPING(SEE NOTE 4) SPECIFIED DEPTH WITH 45' ELLS CONNECTOR OR EQUAL /SBBC-45AL BACKFLOW PREY NEER SCH 40 PVC MALE ADAPTOR ASSEMBLY •. • MRRE �RVICE [ROP (LOQ ,-.•.•: SCH Bt) PMC UNION - ENOUGH WIRE TO EXTEND MIS - — — 1 I —1 I — BUNDLE 6" ABOVE GRADE) — — — — BRASS OR PWC NIPPLE' CONNECTORS O� (4) PLACES - ELECTRIC CONTROL wiLVE SPLICE WX COWR WITH � 11=III=I i I- LOCKING TOP ETCHED S.B. I I I 1 = S RJtSTIC 1AIItYE 80X � I �, � { _ 1=1 iII- III- — - MCARRKED - �,TJON ,� _ EQUAL) II II—II • -III 11=11 — - ETCHED WITH CONTROLLER ( QVM IW tA*W ARM I I = I AND VALVE SEQUENCE { Ni" TFi1CK 1t '{ `tl{icE 3" IN PLANTER BEDS = NJEE K F 1 I CONCRETE PAD ((LENGTFTtfES - — Willi IKFILt. SEE MNif• PER SIZE/MANUFACTURER) I I — SPECS. FOR MATEMtAL. : -III — SPECS. FOR MATERIAL. • r- MNf fiNfSM BRAD ASS W STRAINER p I SLOPE TO DRAIN AT MINIMUM I I e'� 1 ( I 9076 COMPACTION REQUIREII _,_ — 1016 COMPACTION REQ MONELWITH SCREEN MESH IlO�ID�E ` 1MIft. Or SAVO 1=1 "w—PRESSURE LATERAL LIVE• SIDEWALK— tI,iN10N I — — - PVC I i BEDDING AND SHADDING _ _ _ I— TRENCH SNAKE PIPE IN • REQU�ED FOR tr It TS"C PCAS'("!C 1� 'b .. SENSOR ,•. r # •; WHERE ,• •` � •, , • � PIPE TFtROUGH ' REQUIRED I I-�I I- CONCRETE PAD BOX. CARSON OR EQUAL i I 3„ PC T� o� I I h ,�I I�' T�A1. I I I --i - SUPPLY LiNE: _ - MSN. 4" '' - (2) "LACES - — — = SCH. 40/CL 315 SNAKE I LOOP ( 2 LONG) FROM iEOER SOURCE I — —1 I I� CSC III—I III— PIPE IN TRENCH FLOW r II_ MALE =1 I I _ =1 I I I I� SIZE PER PLAN INSTALL °'� ' `E s � :., — I I� - III= CENT TO PRESSURE 1= 15;—CONII�vL .. BUNaLE VALVE w/uNK�r _ IIB 3" 3 4' WMtSFiET3 _ - •><: _ REQUIRED �: — — ` IIm - F ( i . _,-•+, ,. ,•.�.�.'. .- �.�.•. . . . . . .�. . .� _1 I SUPPLY LINE — AND TAPE AT 15' O.C. AND a' •. ' CRUSHED AItGEGATE -� TALL ADJACENT TO — — — � SO"" uw I ( — — — I I I I ASSURE SUPPLYLINE ao nq METER 1 I — —_— — — — - SLEEVE — SIZE TWiCE I— I� I I- ITER OF PRESSURE M,N. SID I i SUPPLY LINE I I—I s TYP. SCH Si► PVC NIPPLE ? CSE TT 'ST BLOCK `'�`'� '��'`'Typ. ` BEDDING AND SHADDING CONTROL t GONADAL ii 5 PER CCWD STANDARDS TYPICAL {4) 1 5 24 MST wlltES 17 Etf AIM? 1 1 I , PIPE AND RELATED FITTINGS 'SPMU W PER BUNDLED Al- 15 FT. INTERVALS LNrE SLEEVE — SIZE TWiCE CUCAMONGA COUNTY WATER DISTRICT STANDARDS. DRAFTER OF NON—PRESSI>RE CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO 2 CU. MT. PEI( CRAVE 1. ALL �l TO w '" � P LATERAL UNE I � CONSTRUCTION. _ : . , . : 1. NAL PER LOCAL CITY OF RANCHO CUCAMONGA, CALIFORNIA a EXTEND ALL SLEEVES 1� BEYOND IW� AT W"M EiIM�S_ 1. s I> cam I�ROt At BIr �s W 9WECTlar,, I SCM 4f PVC STRUCTURES OR HARDSCAPING. APPROVED BY. 4, PIPING UNDER PAVEMENT SUSCEPTIBLE TO "� LMS RUER TO CITY BRASS N"nU 3 EQUIPMENT TO BE INSTALLED AT AI tfE 1�RCVIIT AM[I' STANDARD PLANI ROUTE SLEEVIING AROUND HANDICAP 2. PRESSURE SUPPLY LNC: 2 1/T' AMID SMALLER 18' MIN. DEPTH STD. NO. 120 (24 MMI. TO 36 MAX DEPTH TO TOP OF PiPE BELOW SxsxT TEE H 24 VOLT SPLICE BOX 540 STRUCTURAL SECTION). 3' AND LARGER 24" NTN. DEPTH T'RE5st1R'E SUPPLY WHEN UNIT IS NEXT TO A STRUCTURE (�. WAEL. BL1iLDIiMG, ETI;: MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. �, usE rwTN srANDARo sPECIF�cAnoNs FOR PUBLK woRlcs coNssT>tll/rnoN CITY ENGINEER »ET E t I. TNstA>t CtlNTRl7C wvm 1t � or tr ETA STRfJIC1URE5 OMI~ MARDSC ORIENT UNIT PARALLEL TO STREET. RAE. 24953 - CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 2. INSTALL VALVES NM PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. ro APPRDVED By. I APPROVED BY, STANDARD PLAN ' LIE. SCREEN UNIT WITH SHRUBS MMENEVER POSSIBLE. I 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. I �ETiC RIMS ARE REOUiRED FOR CONNECTION$ Or STANDARD PLAN 4. PLACE AGGREGATE PRiOR TO INSTALLATION OF VALVE BOX. DISIMILAR METALS. I TYPICAL SLEEVING J TYPICAL TRENCHING 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND ' T vrILVE PER STD. SIB ilEQr�fICED BEFORE t�tCKi~Cf1rF h'I4E�Eli'�ER 533 532 WrLVE NUMBER. g CITY ENGINEER IIA USE WIM STANDARD YECiFICATIONS ►OR PUBLIC WORKS OONST111iC110N CITY ENGINEER 04EN MAINLINE IS 3" OR LARGER. 1 4f"t uwm R.C•E. 24953 o tt l I, Si It R.C.E. _ 24953 USE WITH STANDARD �ECIiiCATMNS i0R MIBLIC WORKS CONSTRUCTION SET I OF I CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA i n APPROVED BY. STANDARD Pt AN n APPROVED BY,f IFREMOTE CONTROL VALVE WITH G REDUCED PRESSURE STA~DA,� PLAI, COVER (CARSON OR EQUAL) SHUT--OFF VALVE & UNION 520 BACKFLOW PREVENTER 517 FMfSk a MIT-It XY�LocATED D��F OAT IqE WITH STANDARD SPECWtCATIONS FOR PUBLIC WORKS cONSTRUCT1011 CiTY ENGINEER DAT USE WrrM STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OUTSIDE OF BOX CITY ENGINEER K R.C.E, 24953 SfIET i M rc R.C.E. ?4A53 !LEFT t v i PER CITY AND,CALSE7 NSE CJELSENSE COf I 1 REPRESENTATIVE. MODEL NO. PER PLANS - I T o L CALSENSE N16TALL CONOiJLETTE w/DEEP WP 'J' BOX TP 120 VOLT DUPLEX CALSENSE HARNESS J, ,bu P : OUTLET IGFCii GI�NSE TP-1 1 CAL _ 11� TRANSIENT - PROTECTIdN t!! E Myo WOOS Pot I _ PREVE1NTOR METER , C' 4 OESCRiPT" OF REVISION DATE APPROVED FLOW '3` II ISIto Es CITY OF RANCHO CUCAMONGA i-� I -- I I rAm t��"r r I r I t�l +t r 1 that 9ODES. LOCATION TO BE APPROVED IN HELD BY THE CITY INSPECTOR RIOR TO CONSTRUCTION. LANDSCAPE ASSESsmuzi T` iTS"I'RTCT I ;,• '.e•g ,F: _ 2 NjE� O�UENCE REECKIREMOTE CONTROL VALVES., TQ TF1E TLJ�NS 13E51titi OF IRRIGATION CONSTRUCTION DETAILS IL MM ONE EX I A WnIE IMOA: CIRA»I TO �acv of TRACT NO. 14207 BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE A� dlfl5t°IEb /� WIRE AT THE ENCLOSURE. IVIS AND S/S OF WILSON WEST"WES• TE BASE AVE.,7 S 1. L fi'RZ?L WS At MIN_ � tr I t STRUMMES OR HARDSCAPPMG. 4. COMMON WiRE TO i!M WN 1 E AF0 CONTROL WIRE TC`W WD Nr CMow INSTALL VALVES 04 PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. M NO SPLICES SHALL BE MAGE sEl'VVEEN CONTROLLER AND UNDERGROUND g ��'E ALIT . PLACE VALVE BOX AT RIGHT ARLES TO STRUCTURES OR HARDSCAPING. CONTROL VALVES. APPROVED BY: DATE 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CITY ENGINEER R.C.E. 0. 4 3 S. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND R A14T 1 ANTENNA TORT TO W C'ONNEOTED TC tl143i, ?MUM RAttno pTR71 AND 8E OPERABLE TO THE CITY YARDS CENTRAL COMPUTER DESIGN S,� Q/ R DED �+ E 1 VALVE NUMBER, SYSTEM PRiOR TO ACCEPTANCE. • CITY OF RANCHO CUCAMONGA, CALIFORNIA s ALL ELECTRrcAt oEVICEs SHALL BE tl NOEo PER >`ocxL CODS s_T.e. LAi CAM ARCHMEM (� ' APPROVED Bw STANDARD PLAN DRAWN '�. Itl10.lC>rM"E SHE K PRESSURE REGULATOR VALVE 1RRiGATION CONSULTANTS i 519 CAOD � of t f j R.C.E.CITY ENGINEER DAT uSP WIM STANDARD SPECIFICATIONS FOR PUBLIC WORKS OONSTRUCTION j}!CF # t 42 953 .. 4 uHT�'RBt.LE'R A EM,L CHECKED - _ DRAWING N0. SMO 1 II"� t� ' M 1110*VMW 1Mwf:�oBsson INSTALLATION— TYPE A G b L ooc Boy-elms 7 Ur ----- R NOTES: STORM DRAIN/UNDERGROUND 1. REMOVE NURSERY STAKES UTILITIES 2. STAKES TO BE PLUMB ANO BCR PARALLEL. l 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. I i N W SIDEWALKUTILITY \ v W I I S.L. ONE HALF OF SPACING i o S Q� \�a0 REQUIREMENT OMIT OF PLANTER AREA CURB AND GUTTER METER 10' S' +a 1 vl TOP TIE TO BE PLACED AS TIGHTLY COMPACTED 3' BERM TO FORM MIN. \ \ w LOW AS POSSIBLE ON THE DEPRESSED WATERING BASIN. TRUNK TO ALLOW FOR WIND \ FLEXING OF THE TREE. BUT TOP ST TOP OF ROOTBALL TO EXTEND YVv NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. ABOVE FINISH GRADE SUPPORT OR ALLOW W SPECIES GROWTH HABIT PERMITS. EXTEND 2" ABOVE ORIGINAL GRADE NATIVE BACKFILL WITH NO ROCKS THE HEAD TO DROP. MAIN TRUNK FINISH GRADE GREATER THAN 3" DIAMETER. (2) SETS OF CINCH TIES SPACED 24" APART, ATTACH WITH GALVANIZED 3" BERM TIGHTLY COMPACTED IN R - - - - - - - - Z41% SCREWS TO 8' LODGE POLES. SIDEWALK C� - J -PLACE TO FORM WATERING BASIN. 12" MAX. 2" DIA. LODGE POLE PINE STAKES III-) pFH0 1 DRIVE S.L. f , \��J �1\ V DRIVE WITH OO MINIMUM PRESERVATIVE _ _ EJ APPROACH I I I I-1 11-I I I II=11 I-I 11-1 I -III 11=1 I I STAKES OUTSIDE EOIROOTDBALL(TION _ _ CURB AND GUTTER 1=I I I I-I 11-III- I I-I I I I=IIIA i �, 10' 10' FRONT ARDS. Nr TURF AREAS AND =III. III ROOT BALL I I1=111I=1 I II -III ROOT BALL =1 MIN. MIN. �}c IN. MIN. _ _ _ VIII TOP OF ROOTBALL TO EXTEND 2" UNDERGROUND ABOVE FINISH GRADE. -II - _ (III - STRUCTURE 69. TIGHTLY COMPACTED 3" BERM TO FORM _ _ _ -11 MOTH OF TTHOE�ROOT)BAALL S I=1 I I=_= I =III=___)I I �H PIT�BE (T)S� THE CATCH BASIN WATERING BASIN FOR RESIDENTIAL AND -I I Imo-III- III-III-III-I I�I I I I I�-III _III=III=1 I I=I I 1=1 I I=I I 1=1 11=1 11= TRANSFORMER VAULT. GROUND COVER INSTALLATIONS. LOCATE I I-I 11-111 I I-III-I I Id I I I I I I= I=1 I I=I 11=1 11=I 11=I I I-I 11=III=III OUTSIDE OF PLANT PIT. BERMS IN TURF -III=1I I I=1 ISI-III-I I I I�I I I-I III AREAS TO BE REMOVED PRIOR TO CITY Tim 1 11-I 11-I1 11=) -III=I - -I 1 1=1 I I-III-1 I I=III=III-!I I=I I(_ NOTES: ACCEPTANCE. =1 I I-I 1 I III-I I- =I I (-III-III-III--III-III I I-III-1 I I NOTE: 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER =III=11I-III=III=111=111 I1=III= 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 3 ROCKS GREATER THAN 3 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT - NATIVE BACKFILL WITH SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON " CRITERIA AS APPROVED BY TRAFFIC ENGINEER. DIAMETER- 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st I I I I I I UNDISTURBED NATIVE SOIL. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. I UNDISTURBED NATIVE SOIL. 2. WHERE PLANTED ADJACENT WALLS, WALKS, CURBS OR SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND ROOT BALL FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY I II NATIVE BACKFILL WITH NO OWNED WATER do SEWER LATERAL LINES. NOTES: NOTES: ROCKS GREATER THAN 3" DIA. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. - - - OF ROOT BALL. DO NOT CRACK ROOT BALL. OF ROOT BALL. DO NOT CRACK ROOT BALL. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE I I I I I I I I-III I L I I V I I I-I I LEGEND ARE ESTIMATES ONLY. ENGINEERING DIVISION. NATIVE SOIL UNDISTURBED o N 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS. TWICE ROOT BALL WIDTH N N N iA h O� OI Os C� N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA n APPROVED BY: STANDARD PLAN "F�� ° BY: L DOUBLE STAKED TREE STANDARD PLAN r APPROVED BY: STANDARD PLAN so APPROVED BY; STANDARD DIµ ,� .�PRovEo BY: 0 S H R U B AND GROUND COVER STANDARD PLAN K TREE PLACEMENT5oi _ 5 GAL - 24" BOX 502 M CONTAINER PLANTING 5os 0 N CONTAINER PLANTING ON SLOPE 507 _ SPACING 50e s CITY ENGINEER PATE USC WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION S CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION S CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION S CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF t � R.C.E. 24953 SHEET t Of 1 � R.C.E. 24953 SNIT ' °F ' R.C.E. 24953 SHEET 1 OF 1 R.C.E. 24953 SHEET 1 OF i 6" PCC MOW CURB PER CITY STD. 534 - FLAT SIDE UP N CASE I CURB MORTAR COBBLESTONE SIDEWALK �^ COBBLESTONE HARDSCAPE 2% W E v 4" OF COMPACTED WOOD CHIP MIN. a c a a �3" MtNtMUM MULCH. 1 a HARDSCAPING (CONCRETE HEADER, 24" �% * TOP TIE TO BE PLACED AS LOW FINISH GRADE CONCRETE BED TOP OF STAKES BELOW HEAD CURB do GUTTER, SIDEWALK, ETC.) CURB OR WALK EDGE AS POSSIBLE ON THE TRUNK TO CONCRETE HEADER 1 2" RADIUS UNDERNEATH COBBLESTONE OF TREE WHERE SPECIES GROWTH - � ALLOW FOR WIND FLEXING OF THE TREE. EXPOSED EDGES AND FINISH PER PLAN END CONDITION BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. 1' IN LAWN (INSTALL AT GRADE LEVEL AT SWALE OR ALLOW THE HEAD TO DROP. k" TRUNK 12" CROSSINGS) z Z r (2) 6 OR 8" FINISH GRADE a s CURB do GUTTER * PACEEDD 24" APART ATTACH WITH EE NOTE W GALVANIZED SCREWS TO 3" LaJ LODGE POLES. • T 1 12" MAXIMUM _ a•�Pa• _ LODGE POLE PIK STAKES _ _ _ _ _ I I-III-III ''p' I I I-III=I Q TOP OF ROOTBALL TO EXTEND WITH WOODD PRESERVATIVE STAIN, _ - I I-III-III-III-III-11 I-III-III- ,p I I- 2" ABOVE FINISH GRADE DRIVE A MIN. OF 6" INTO UN- j- PLANTER I-III-III- � � DISTURBED SOIL AND POSITION I-III=1I I=1I I=1 I I III=1 I I-III-I I - I I-III I I AREA ORIGINAL GRADE 3T OUTSIDEAKES BERMGHTLY ROOTBALL. COMPACTED -I 1 1-III-III-i I I_ 3 RE-BAR CONTINUOUS G 4 IN PLACE TO FORM WATERING SHOVEL CUT EDGE COMPACTED I- -I I UNLESS OTHERWISE INSTRUCTED) 4 4 _ N111-111 -III= BASIN. LOCATED OUTSIDE OF NATIVE SOIL -III- PLANT PIT. SIDEWALK HARDSCAPE LAYOUT PER END CONDITION ABOVE NATIVE BACKFILL WITHNO 6" PCC MOW CURB PER CITY STD. 534 THAN O3 KDIAMETERR NOTES: ROOT PLANT PIT TO BE (2) R/I1O�\TL JIII(/BA(11(1�1 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL NOTES: TIMES THE WIDTH of SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: THE ROOT BALL. _ 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND BOULDERS: MAX. 3'0" - MIN. 2'0" INTO EDGES AT GROUND COVER AREAS. COBBLESTONES: MAX. 18" - MIN. 6" WITH ONE FLAT SIDE 11 11=1 I F 111=11 I=II I 1=1 I IA 1 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT - - 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. NO "DRY-PACK" IS ALLOWED UNDISTURBED NATIVE SOIL. j 11111 ILII-)I I=III�II=VIII=)lj� 1 / c ) I NOTES: " 4. A SAMPLE AREA, MIN. 40 SQ. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO 1. PROVIDE SCORE JOINTS AT 10 -0 O.C. AND 3/8" EXPANSION =11I=III- -1I1=III- JOINTS AT 20'-0" O.C. PROCEEDING WITH REMAINING ROCK WORK. 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. IID : GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND 1 REMOVE NURSERY STAKES o, PRIVATELY-MAINTAINED AREAS. EXCESSIVE IRON CONTENT. 2. STAKES TO BE PLUMB AND PARALLEL. I 3. CONCRETE TO BE 520-C-2500 MIN. 7. CONCRETE CLASS 520-D-2500. NQ I 3. STAKE TREE PERPENDICULAR TO PREVAILNdG WIND. I � a CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA n APPROVED BY: STANDARD PLAN n APPROVED BY: STANDARD PLAN 0 APPROVED BY: T R I�`E R WASHED GRANITE STANDARD PLAN ip APPROVED BY: STANDARD PLAN P MULCH INSTALLATION 509 Q CONCRETE HEADER 534 _ COBBLESTONES 542 N U DOUBLE STAKED TREE ON SLOPE 505 5 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONSFIEET 1 OF I w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5 CITY ENGINEER DATE USE MATH STANDARD SPECIFFCATKM FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIO NS FOR PUBLIC WORKS CONSTRUCTION R.c.E 24953 SHEET 1 OF I R.c.E. 24953 SHEET 1 OF 1 R.C.E. 24953 SHEET 1 OF 1 � R.0 E. 24953 DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA LANDSCAPE ASSESSMENT DISTRICT LANDSCAPE CONSTRUCTION DETAILS TRACT NO. 14207 N/S AND S/S OF WILSON AVE., WEST OF BERYL UNDERGROUND SERVICE ALERT APPROVED BY: � - � DATE ' 50 �� � . CITY ENGINEER ,t _1 R.C.E. N0. !46'3 y�`` ' ��y � DESIGN STB FRE-0 I DED CALL: TOLL FREE � ..` � �' pp [��) S.T.B. tlk LANDSCAPE ARcHrTECTS I_(600)©O(/ s n * DRAWN - tANMCAPE ARCMTEMW SHEET CADD 1RRICAl fON CONSULTANTS �9 OF 11 2725 EO�� OF CALF CHECKED LU ■..L 1me saesl so" Bee DRAWING NO. modkenTWO WOMMO DAV* SORE YOU Dt13 m S.T.B. )l?'� �•eep � 9m- (CoA 27No. w i-"--,..._ _ . _ _ SPRINkLER IRRIGATION SPECIFICATIONS 6. When completed and approved, the chart shall be hermetically sealed between two 3 Joints shall be soldered with silver solder, 457 silver, 157 copper, 167 zinc, 247. PART 3 - EXECUTION J. Sprinkler Heads. i 0 Protection b h b h k tshah e barricaded h ised concrete work ded to s pieces of plastic, each piece being a minimum 20 mils. cadmium, solidus at 1125 F, and liquidus at 1145 F. PART 1 - GENERAL 3.01 OBSERVATION OF SITE CONDITIONS 1. Install the sprinkler hoods as designated 0n the Drawings. Sprinkler hheaea to be AN finpedestrian traffic for three (3) days. Barricade shall 7. These charts shah be completed and approved prior to the final field observation of F.Volves: installed in this work shall be equivalent in all respects to those itemized. be placed imediately after concrete finishing. Contractor shall furnish, place and remove all of his 1.01 DESCRIPTION the irrigation system, A. AN scaled dimensions are approximate. The Contractor shill check and verify all size own barricades. Contractor shall be responsible for any damage to new construction and 1.8011 Valves (it and smaller) dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding 2. Spacing of heads shall not exceed the maximum indicated art the Drawings. M no replacement or repair of the work shall be made without added cost to the City. A. Scope of Work: A all labor, materials, transportation, and services necessary to furnish D.Operation arnd Mairntenance Manuals: with work under this Section, case shah the spacing exceed the maximum recommended by the monufacturer. and install the Irrigation System as shown on the Drawings and described herein. a. Bah velves shall be a 125 b SMP broom valve with threaded ends and shah 1.04 Clean-up 1. Prepare and deliver to the City of Rancho Cucamonga wit m ten calendar days prior be equipped with o stainless steel handle. B. Exercise extreme care in eaxavating and working new existing ulili ies. The Contractor shall 3.04 TEMPORARY REPAIRS Upon completion of ol concrete work and before final occeptance, the Contractor stall remove all B. Standards: AN work and material shah comply with governing codes, safety orders, to completion of cornstnxtion, two hard-cover, three ring binders containing the b. Boil valves shah be similar to those manufacturer by Nibco or approved be responsible for damages to utilities which are caused by his operations or neglect. Check tools, surplus materials, apparatus, debris, etc. from the site and the site shall be left in a clean, neat standards, and regulations, and meet the minimum requirements of the Standard following information: equal. existing utilities drawings for existing utility locations. The City reserves the right to make temporary repairs as necessary to keep the sprinkler system Specifications For Public Works Construction (Green Book) latest edition. c. AN Ball valves shah be installed per detail. equipment in operating condition. The exercise of this right by the City shah not relieve the condition acceptable to the City. o. index sheet which states Contractor's name, oddrtss, and telephone number, C. Coordinate installation of sprinkler materials including pipe, so there snow be no interference Contractor of his responsibilities under the terms of the guarantee as herein specified. 1.020tJMITY ASSURANCE A REQUIREMENTS and which lists each installed equipment and material item including names 2.Res " Gate Valle (2" ad larger) with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. and addresses of manufactures local representatives. 3.05 EXISTING TREES A. Permits and Fees: The Contractor shall obtain oil pay for any and all Pernth and all b. Catalog and parts sheets on every material and equipment item installed a. Resident Wedge Gate valves shall be epoxy coated and equipped with a 2" D. The Contractor shah carefully check all grades to satisfy himself that he may safety proceed observations as required. under this Contract. operating nut. before starting work on the irrigation system. Where R is necessary to excavate adjacent to existing trees, the Controctor shah use aN possible care c. Guarantee statement. b. Resilient Wedge Gate valva shall be No. 403 RT-RW as supplied by Watts to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be d. Complete operating and mainterance instructions on all major equipment. or approved equal. 3.02PREPARATiON shah be done by hand. AN roots two (2) inches and larger in diameter, except directly in the path followed in all cases where the manufacturers of articles used in this Contract furnish c. AN Resilient Wedge Gate valves shall be installed per detail. of pipe or conduit, shah be tunneled under and shah be heavily wrapped with burlop to prevent directions covering points not shown in the Drawings and Specifications. 2. In oddition to the above mentioned maintenance manuals, provide the City's A.Physical kryout: scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller maintenance personnel with instructions for major equipment and show evidence in G.Quick Coupling Valles:, than two (2) inches in diameter, the wall of the trench adjacent to the tree stall be hand trimmed, C. Ordinances and Regulations: M local, municipal and state lows, and rules and regulations writing to the City of Rancho Cucamonga at the conclusion of the project that this 1. Prior to installation, the Contractor shop size stake out all pressure supply lines, making clean cuts through. Roots one (1) inch and larger in (iometer shah be panted with two coots governing or relating to any portion of this work are hereby incorporated into and made a service has been rendered. 1. Quick coupling vales shah have o brass, two-piece body designed for working routing and location of sprinkler heads. of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and W of these Specifications, and their provisions shah be carried out by the Contractor. pressure of 150 P.S.I. where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap Anything contained in these Specifications shall not be construed to conflict with any of the E.Equipmnent to be Furnished: 2. Al layout shop be approved by the City of Rancho Cucamonga prior to installation. or canvas. above rules, regulations, or requirements of the sane. However, when these Specifications 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type . and Drawings call for or describe materials, workmanship, or construction of a better 1. Supply as a port of this contract the fdawirng tools: shah be as shown on the Drawings. B.Waater Supply. 3.06 FIELD QUALITY CONTROL gwoky, higher standard, or larger size than is required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence.. a. Two (2) sets of special tools required for removing. disassembfing and H.Backfkyw Prevention Units: 1. The irrigation system shall be connected to water supply point(s) of connection as A. Adjustment of the System. adjusting each type of sprinkler and valve supplied on this project. indicated on the Drawings. D.Explanatian of Drawings: b. Two �2� four-foot valve keys for operation of gate valve. 1. Backflow prevention unit sholf be of size and type 46catcd on the irrigation 1. The Contractor shat flush and adjust all sprinkler heads for optimum performance c. Two 2 keys for each automatic controller. drawings. Install backflow prevention units in accordance with the Drawings. 2. Connections shah be mode at the oppraximate location(s) shown on the Drawings. and to prevent oversproy onto milks, roadways, and buildings as much as possible. 1. Due to the Scale of the Drawings, R is net possft to indcate all offsets, ftfing, d. One 1 quick coupler key and matching hose swivel for every five (5) or The Contractor is responsible for minor changes caused by octual site conditions. slaves, etc., which may be required. The Contractor shah carefully investigate the fraction thereof of each type of quick coupling valve installed. 2. Wye strainers at backflow prevention waits shah hove a bronzed screwed boy with 2. l N is determined that odjushnents in the 'rt>gOtron equipment will provide proper structural orad finished conditions affecting all of his work and plan his work 60 mesh monel screen and shall be similar to Bailey 11008 or approved equal. C.Electricd Supply: and more adequate coverage, the Contractor shall make such adjustments prior to accordingly, furnished such fittings, etc., as may be required to meet such conditions. 2. The above mentioned equipment shah be turned over to the City at the conclusion planting. Adjustments may also include change in nozzle sizes and degrees of arc Drawings ore generally gkogrammatic and indicative of the work to be installed. The of the project. Before final observation can occur, evidence that the City has 3. M pressure main lie piping between the point of corinechon and the backflow 1. Electrical connections for any ad all automatic corntrohers shah be mode to electrical as required. work shall be installed in such a manner as to avoid conflicts between the irrkgotion received material must be shown to the City of Rancho Cucamonga. preventer shall be installed as required by local code. The Contractor shah verify point(s) of connection as indicated on the Drawings. system, planting and architectural features. with the local governing body as to material type and installation procedures prior 9 prinft illy 1.04PRODUCT DELIVERY, STORAGE AND HANDLING to start of construction. Submit 3. Lowering raised s hoods the shah be accomplished within tan shop (sawing for approval. 2. Connections shah be made at the approximate location(s) shown axb the Dr'ui"m9s (10) days offer notification by the City. 2. M work caped for on the Drawings by notes or details such be to ished and The Contractor is responsible for minor changes cause by actual site conditions. installed whether or not specifically mentioned in the specifications. A. Hondfing of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, I.Check Valves: 4. M sprinkler heads shall be set pwpffOkAhor to Noisled wades unless otherwise loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in 3.031NSTALLATION designated on the Drawings. 3. The Contractor shell net wh" install the irrigation system ae shown on Me a vehicle which allows the length of pipe to he flat so as not to subject it to under bending 1. Swung check valves 2" and smaller shall be 200 pound W.O.G. broom construction Drawings when it is obvious in the field that obstructions, grade differences, or or a concentrated external load at any point. Any section of pipe that has been dented or with replaceable composition, neoprene, or rubber disc and shall meet or exceed A.Trenchirrg: 5. Rain Bird EFB-CP valves will be set per manufacturers specification so that each discreponcies in area dimensions exist that might not have been considered in damaged will be discarded, and 'd installed, shah be replaced with new piping. Federal Specification WW-V--51D, Class A, Type IV. lateral operates at design pressure. engineering. Such obstructions or differences should be brought to the attention of 1. Dig trenches straight and support pipe continuously an bottom of trench. Lay pipe the City of Rancho Cucomongo. In the event this notification is not performed, the 1,05SUBSTiTUTiONS 2. Anti-drain valves shah be of heavy duty virgin PVC construction with F.I.P. thread to an even grode. Trenching excavation shall follow layout indicated on the B.Testing of Irrigation System: Contractor shall assume full responsibility for any revision necessary. inlet and outlet. Internal ports shall be stainless steel and neoprene. Anti-droin valve Drawings and as noted. A. l the Contractor wishes to substitute dry equipment or materials for the equipment or shall be field adjustable against drowout from 5 to 40 feet of head. Anti-drain valve 1. The Contractor shoes request the presence of are City of Rancho Cucamonga in 1.03SUBWTTALS materials listed on the Drawings and Specifications, he may do so by providing the following shall be similar to the Valcon "ADV' or approved equal. 2- Provide for a minimum of twenty-four (24) inches cover for oil irrigation fines writing at least 48 hours in advance of testing. information to the City of Rancho Cucamonga for approval: installed under paying or hordscaping. A*!-kill Net: J.Conhol Wiring: 2. Test all pressure lines under hydrostatic pressured 150 pounds Per square inch arhd 1. Provide a statement indicating the reason for making the substitution. Use a separate 3. Provide for a minimum of twenty-four (24) inches cover for al pressure supply Mies prove watertight. 1. The Ca ntrach r shall furnish Mf articles, equipment, materials, or praces"$ apes fill sheet of paper for each item to be submitted. 1. Except as noted otherwise, conrections between the outomatic controllers and the of three (3) inches or larger in diameter. by name in the Drawings and Specifications. No substitution will be allowed without electric control valves shall be made with direct burial copper wire AWG-U.F. 600 Note: Testing of pressure main Mlles shah occur prig to instahotion of the electric prior written approval by the City of Rancho Cucamonga. 2. Provide descriptive catalog literature, performance charts and flow charts for each volt. Control wiring installed in control wire conduit within structure shall be mode 4. Provide for o nninirnurm of eighteen (18) inches cover for oil pressure supply lines of control valves. item to be substituted with AWG-TW solid copper wire. Pilot wire shah be a different color wire for each two and one halt (2cl inches or smaller 2. Complete mhoterial list shall be submitted prior to performing any, work. Material Fist automatic controller. Common wires shah be white with a different color stripe for 3• AN *ng under Paved area shall be tested wider hydrostatic Pre ssm of 150 pounds shat include the manufacturer, model number, and description of all materials and 3. Provide the amount of cost savings R the substittted Rem is approved. each automatic controller. Install in accordance with valve manufacturer's 5. Provide for a mininnum of twelve (12) inches for of non-pressure lints. per square inch and proven watertight prior to paviN. equipment to be used. Although manufacturer and other information may be specifications and wire chart. In no case shall wire size be less than 114. different, the following is a guide to proper submittal format: B. The City of Rancho Cucamonga stall have the sole responsibility in accepting or rejecting 6. Provide for a minimum cover of eighteen (18) inches for gal control wiring. 4. Sustain pressure in hies for not less than six (6) hours. If leeks develop, replace any submittal item as on approved equal to the equipment and materials listed on the 2. Mhring shah occupy the some trench and shah be installed alartg the some route as joints and repeat test until entire system is proverb watertight. Item lb.DescriptionMonufacturerlbdei me. Drawings and Specifications. pressure supply or lateral fine wherever possible. 7. Refer to City Standard 120 'Trench Repair" when within City streets susceptible to traffic bods. 5. AN hydrostatic tests call be mode only in the presence of the General Contractor orad 1Doc car PreventerfebcoM-Y-BV 1.06GUARANTEE 3. When more than one (1) wire is placed in a hencfn, the wiring shall be taped together the City of Rancho Cucamonga. No pipe steal be backfilled until R has been 2Autanatic ControherWsenseET1- -OR at intervals of fifteen (15) feet. B.Bakfilfing: observed, tested, and approved in writing. Waster ValveClayval136-ACSKC A. The guarantee for the irigotion system shall be anode in accordance with the attached form. 4Etc.Etc.Etc. The General Conditions and Supplementary Conditions of these Specifications shall be filed 4. An expansion curl shah be provided within three (3) feet of each wire connection. 1. The trenches shah not be backh until aN requiM tests ore performed. Trenches 6. Furnish recesses force pump and all older test equipment. with the City prior to acceptance of the irrigation system. Expansion curl shall be of sufficient length at each splice connection at each electric shall be carefully backfilled with the excavated materials approved for backfilling, brigation submittal must be specific and complete. M Rems must by fisted and control valve, so that in case of repair, the valve bonnet may be brought to the consisting of earth, loam, sandy cloy, sand, or other approved materials, free from 7. When the irrigation system is completed, perform a coverage test in the presence of should include solvent, primer, wire, connectors, valve, boxes, etc. No copies of B. A copy of the Guarantee form shah be included in the operations and maintenance manual. surface without disconnecting the control wire. Control wires shall be bid loosely large clods of earth or stones. Backfill shalt be mechanically compacted in the City of Rancho Cucamonga to determine 4 the water coverage for planting arm manufacturer's literature (catalog cuts) ore required as submittal information. in trench without stress or stretching wire conductors. landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. is complete and adequate. Fumish all materials and perform all work required to C. The guarantee form shah be re-typed onto the Contractor's letterheod and sate contain the Backfill will conform to adjacent grades without dips, sunken areas, humps or other correct any inadequacies of coverage due to deviations from the Drawings, or where 3. The Contractor may submit substitutions for equipment and materials fated on the following information: 5. M splices shall be made with Scotch-Lok 13576 Connector Sealing Packs, Raimbird surface irregularities. the system has been willfully installed as in&oted on the Drawings when it is Drawings by following procedures as outlined in Section 1.05 of the Irrigation Snap-Tile wire connectors., or approved equal. Make only one splice with each obviously inadequate, without bringing this to the attention of the CRy of Rancho Specifications. GUARANTEE FOR IRRIGATION SYSTEM connector sealing pack. 2. A fine granular material backfill will be ihitiaMy placed on oil Maes. No foreign Cucamonga. This test shall be accomplished before any ground cover is planted. matter larger than one-half (c) inch in size will be permitted in the initial backfill. 4. Equipment or materials instohed or fumished without prior approval of the City of We hereby guarantee that the irrigation system we have furnished skid instoNed is free from defects 6. Field splices between the automatic controller and electric control valves will not be 8. Upon completion of each phase of work, the entire system snob be tested and Rancho Cucamonga may be rejected and the Contractor may be required to remove in materials and workmanship, and the work has been completed in accordance with the Drawings allowed without prior approval of the City of Rancho Cucamonga. 3. Flooding of trenches will be permitted only with approval of the City of Rancho adjusted to meet site requirements. such materials from the site at his own expense. and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair Cucamonga. or replace any defects in material or workmanship which may develop during the period of one year K. Automatic Controller: 3.07MAiNTENANCE 5. Approval of any item, alternative or substitute it dcates only that the product or from date of acceptance and also to repair or replace any damage resulting from the repairing or 4. h settlement occurs and s tisequent adjustments in pipe, valves, sprinkler heads, products apparently meet the requirements of the Drawings and Specifications on the replacing of such defects at no additional costs to the City. We shall make such repairs or 1. Automatic cortroller(s) shah be of site and type shown on the Drawings. lawn, planting, or other construction ore necessary, the Contractor shall make all A. The entire irrigation system sell be under full automatic operatiorn for o period of seven (7) basis of the information or samples submitted. Ireplacements within a reasonable time, as determined by the City, after receipt of written notice. In required adjustments without cost to the City. days prior to any planting. the event of our failure to make such repairs or replacements within a reasonable time after receipt 2. Foal location of automatic controller(s) stat be approved by the City of Rancho 6. Monufochurer's worranties shall not relieve the Contractor of his 6obiity wrier the of written notice from the City, we authorize the City to proceed to have said repairs or replacements Cucamonga. C.Trenching and Bockfill Under Paving: B. The City of Rancho Cucamonga reserves the right to weive or s hottn the operation period. guarantee. Such warranties shah only supplement the guarantee. mode at our expense and we will pay the costs and charges therefore upon demand. 3. Unless otherwise nate( on the Drawings, the 120 volt electrical power to each 1. Trenches located under of when pavirbg, asphaltic cancnte, or concrete will be 3.08CLEM1-UP BAECORD DRAWINGS: PROJECT: TRACT NO. 14207 automatic controller location is to be furnished by others. The final electrical hook- installed, shall be backfilled with sand (a layer four (4) inches below the pipe and six N/S AND S/S OF WILSON AVE., WEST OF BERYL ST. up shall be the responsibility of the Contractor. (6) inches above the pipe) and compacted in layers to 957. compaction, using manual Clean-up sinal be node as each portio+ of work progresses. Refuse and uexcess dirt self be removed 1. The Contractor shall provide olme d keep up-to-dote o complete record set of bhueLOCATION: or mechanical tamping devices. Trenches for piping shall be compacted to equal the from the site, of walks and paving shah be bloomed or washed down, and any damage sustained on ozalid prints which shall be corrected doily, showing every change from the original L Electric Control Valves: compaction of the existing adjacent undisturbed sal and shah be left in a firm the work of others shah be repaired to its original condition. Drawings and Specifications and the exact installed locations, sizes, and kinds of SIGNED: unyielding condition. All trenches shall be left flush with the adjoining grade. The equipment. Prints for this purpose may be obtained from the City of Rancho 1. AN electric control valves shall be the sane size and type shown on the Drawings. Contractor shall set in place, cap and pressure test all piping under paving prior to the 3.09F1U1t SITE OBSERVATION PRIOR TO ACCEPTANCE Cucamonga at cost. This set of drawings shall be kept on the site and shah be used ADDRESSED: paving work. only as a record set. 2. AN electric control valves shall hove a manual flow adjustment. A. The Controctor shall operate each system in its entirety for the Ch'lly of Rancho Cucamonga PHONE: DATE OF ACCEPTANCE: 2. Generally, piping under existing walks is done by jockirng, boning, or hydraulic at time of final observation. Any items deemed not acceptable by the City of Rancho 2. The Contractor shah make neat and legkibk notations on the record droning progress 3. Provide and install one control valve box for each electric control valve. driving, but where any, cutting or breaking of sidewalks and/or concrete is necessary, Cucamonga shall be reworked to the complete satisfaction of the City of Rancho sheets daily as the work proceeds, showing the work as actually installed. For PART 2 - PRODUCTS it shah be done and replaced by the Contractor as a part of the Contract cost. Cucamonga. example, should a piece of equipment be installed in a location that does not match M. Control Valve Boxes: Permission to cut or break sidewalks and/or concrete shall be obtained from the City the plan, the Contractor must indicate that equipment has been relocated in a graphic 2,01 MATERIALS of Rancho Cucamonqa. No hydraulic driving will be permitted under concrete 8. The Contractor shah show evidence to the City of Rancho Cucamonga that the City has manner so as to match the original symbols as indicated in the irrigation legend. The 1, Use 10" x 10-3/4" surd box for all gate valves. Carson Industries 0910-128 with paving. received all accessories, charts, record drawings, and equipment as required before final site relocated equipment and dimensions will then be transferred to the original record A. General: Use only new materials of broads and types noted on drawings, specified herein, green boll-down cover or approved equal. Extension sleeve shall be PVC with observation can occur. drawing plan at the proper time. or approved equals. minimum size of six (6) inches. 3. Refer to City Standard 120 'Trench Repair" when within City streets susceptible to traffic loads. 3.10SITE OBSERVATION SCHEDULE 3. Before the date of the final observation, the Contractor stall transfer ON info.... i B. PVC Pressure Main Line Pipe and Fittings: 2. Use 9-1/2" x 16" x 11" rectangular box for rah electric control valves. Corson from the "record drawing" prints to a sepia mylor or similar mylar material. Industries 11 1419-128 with green bolt-dorm cover or approved equal. D.Assemblies: A. The Contractor shah be responsible for netiforog the City of Rancho Cucamonga in advance Arrangements shop be made through the city for obtaining said is for the following observation martin according to the time indicated: 9 � ty 9 sup � or 1. Pressure man line piping for sizes 2" and larger shah be PVC Class 315. g �� ng similar mylar material. NI work shall be in waterproof India ink and applied to the 3. Use 6' diarreter x 8-3/4" deep round plastic valve box for all quick coupling valves. 1. Routing of sprinkler irrigation lines as i&aced on the Drawings is dagrammatic. mylor by a technical pen made expressly for use on mylar material. Such pen shall 2. Class 315 pipe stall be made from an NSF approved Type 1, Garde !, PVC Corson Industries J 608-12 with green flex-lock cover or approved equal. Install lines (and various assemblies) in such a manner as to conform with the details 1. Pre-Job Conference - 7 days be similar to those manufactured by Rapidogroph, Kueffel do Esser, or Faber Castell. compound conforming to ASTM resin specification D1784. AN pope must meet in the Drawings. The dimensions shall be made as to be easily readable even on the final controller requirements as set forth in Federal Specification PS-22-70, with on appropriate 4. the 9-1/2" x 16" x 11" rectangular box for all electric control volves installed within 2. Pressure supply fine instahatrorn - 24 hours chart (see Section C). The original mylar "record drawing" plan shall be submitted standard dimension (S.D.R.) (Solvent-weld Pipe). on-grade landscaped areas. Corson Industries 11419-12B with green bolt-down 2 Install NO multiple assemblies in plastic fine. Provide each assembly with its awn to the City of Rancho Cucamonga for approval prior to the completion of the cover or approved equal. outlet 31aleiral lin and sprinkler insiallotion - 24 hours controller chart. 3. Pressure main line piping for sizes 1-1/2* and smaller shah be PVC Schedule 40 wild solvent welded joints. 5. Use 14" x 10-1/4" round box for oil quick coupling valves installed within on- 3. Install all assemblies specified herein in accordance with respective detail. In 4. Automatic controller iwAatla%n - 24 hams 4. The Contractor call dimension from two (2) permanent points of reference, such as structure landscaped areas. Carson Industries No. 910-128 with green bolt-dorm absence of detail drawings or Specifications pertaining to specific items required to building carers, sidewalk edge, rood intersections, etc., the location of the 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 PVC compound cover or approved equal. complete work, perform such work in accordance with best standard practice with 5. Control wire installation - 24 taws following items: conforming to ASTM resin specification D1785. NI pipe must meet requirements prior approval of City of Rancho Cucamonga. as set forth in Federal Specification PS-21-70. N.Sprinkler Heads: 6. Pressure supply hhne and lakral kine les" - 48 hours a. Connection to existing water lines. 4. PVC pipe and fittirngs shah be thoroughly ckanM of dirt, dust, and moisture before b. Connection to existing electrical power. 5. PVC solvent-weld fittings shalt be Schedule 40, 11-1 NSF approved conforming to 1. AN sprinkler heads shah be of the sake size, type, and deliver the some rate of installation. Installation and solvent welding methods shall be as recommended by 7. Coverage test - 48 hours c. Gate valves. ASTM test procedure D2466. precipitation with the diameter (or radius) of throw, pressure, and discharge as shown the pipe and fitting manufacturer. d. Routingof s pressure lies diirnens'ron mor. 100' 8. Final observation - 1 sprinkler pr ( along routing). on the Drawings and/or specified in these special provisions. dop e. Sprinkler control valves. 6. Solvent cement and primer for PVC solvent-weld Pipe obd fittings shall be of type 5. On PVC to metal connections, the Contractor shah work the metal connections first. f. Routing of control wiring and locations of all splice box". and installation methods prescribed by the manufacturer. 2. Spray heads shall have a screw adjustment. Teflon tape or approved equal, shah be used on all threaded PVC to PVC, and on all B. When observations hove been conducted atter than the City of Rancho Cuconhonga, show g. Quick coupling valves. threaded PVC to metal joints. Light wrench pressure is oil that is required. Where evidence in writing of when and by whom these observations were mode. h. Stub-outs for future connections. 7.AN PVC pipe must bear the following markings: 3. Riser units shah be fabricated in accordance with the details shown on the dowings. threaded PVC connections are required, use threaded PVC adapters into which the i. Other related equipment as directed by the City of Rancho Cucamonga. pipe may be solvent welded. C. No ate observations will commence without As-Built" record drawings. The contractor a.Manufacturer's name 4. Riser nipples for all sprinkler leads shah be the some size as the riser opening in the shall not call for a site visit without "As-Built" record drawings, without completing 5. On or before the date of the find field observation, the Contractor shall deliver the b.Nominal pipe size sprinkler body. E.Line Clearance: previously noted corrections, or without preparing the system for said visit. corrected and completed sepios to the City of Rancho Cucamonga. Delivery of the c.Schedule or class sepros will not relieve the Contractor of the responsibility of furnishing required d.Pressure rating in P.S.I. 5. AN sprinkler heads of the some type shah be the some manufacturer. 1. AN lines shah hove a minimum clearance of six (6) inches from each other and CONCRETE SPECIFICATIONS information that may be omitted from the prints. e.NSF (National Sanitation Foundation) approval twelve (12) inches from lines of other trades, with the exception of the control wire f.Date of extrusion 0. Sleeving: sleeve(s) which shall be installed adjacent to pressure supply line. Parallel lines shah PART 1 GENERAL C.Corbtroher Charts: not be installed directly over one another. 8. AN fittings shop bear the nonufocturer's .one or trademark, nate, designation, 1. Sleeving wrier in dscape or paved area for mainline, lateral fines or control wiring 1.01 Description CITY 1. As-buil s drawings shall be approved by the City of Rancho Cucamonga before size, applicable I.P.S. schedule and NSF sea of approval. shall be Schedule 40 P.V.C. or approved equal. F.Automatic Controller Assembly: DESCRIPTION OF REVISION DATE APPROVED controller charts are prepared. For concrete information refer to the Standard Specifications for Public Works Construction (Green C.PVC Non-Pressure Lateral Line Piping: P. Vandal Resistant Controller Enclosure: Install as per manufacturer's instructions. Remote control valves shah be connected to Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well CITY O F RANCHO C U C A M 0 N G A 2. Provide one controller chart for each controller sequence. controller in numerical sequence as shown on the Drawings. as any other sections related to the installation, per and post installation of concrete work, materials, 1. Non-pressure buried lateral Me pipirq shop be PVC Schedule 40 with solvent-weld 1. Controller enclosure shah be of size and type shown on the Irrigation Drawings and labor, and clean-up. The Standard Specifications for Public Works Construction is available from: 3. The chart sal crow the am contratled by the outom otic controller and shah be the joints when installed in planting areas Irrigation Detail sheet. G.High Voltoge Wiring for Automatic Controller: maximum size which the controller door will Glow. 2. Non-pressure lateral line piping installed under paved areas shah be PVC Schedule 2. A bockbooM shall be secured to the conholprovide er enclosure housing to proe a base 1. 120 volt power connection to the automatic controller shah be provided by the 3055 kOv�erland Avenue 4. The chart is to be a reduced drawing of the actual installed system. However, in the 40 with solvent welded joints. for mounting the automatic sprinkler controller and terminal strip. Contractor. Los Angeles, CA 90434 LANDSCAPE ASSESSMENT DISTRICT event the controller sequence is not legible when the drawing is reduced, it shall be (310) 202-7775 enlarged to a size that will be readable when reduced. 3. Pipe sholl be node from NSF approved. Type 1. Grade N PVC compound 3. A 117 volt duplex box shah be provided with an On/Off switch, and a 117 vote 2. AN electrical work shall conform to local codes, ordinances, and union authorities IRRIGATION SPECIFICATIONS conforming to ASTM resin specification D1784. All pipe must meet requirements receptacle. Metal conduit shah run from the 117 volt supply to the controller having jurisdiction. 1.02Scope 5. The chart shall be a black line or bluefine ozaid print ad a different color shah be set forth in Federal Specification PS-22-70 with an appropriate standard dimension housing. AN power within the housing shall be properly phased. TRACT NO. 14207 used to indicate the area of coverage for each station. ratio. H.Remnote Control Valves: Furnish and install of concrete work complete as indicated on the drawings or as specified, 4. A terminal strip shall be provided, clearly indicating the proper pants of connection including, but not limited to the fallowing: N/S AND S/S OF WILSON AVE., WEST OF BERYL ST. 4. Except as noted in porogrophs 1, 2, and 3 of this section (2.018), aN requirements for of all appropriate wiring (station valve, master valve, common, central control). 1. Install where sawn on the Drawings. Where grouped together, allow at least twelve non-pressure lateral fine pipe and fittings shah be the some as for solvent-weld (12) inches between adjacent valve boxes. install each remote control valve in a A. Furnish and set all reinforcing steel, bolts, quid anchors. UNDERGROUND SERVICE ALERT pressure main fine pipe and fittings as set forth in section 2.018 of the Specifications. Q. Miscellaneous Irrigation Equipment: separate valve box. APPROVED BY: �� DAT 7 B. Install all items required by other troch which are to be cast into concrete. CITY ENGINEER L�f R.C.E. N 0.2 49 53 a D.Bross Pipe and FMings: 1. Refer to the Irrigation Plans for sizes and type of miscellaneous irrigation I.Flushing of System: � °f . equipment. C. Concrete mow strips, footings for wafts, fencing, posts, benches, etc., where applicable. �Q 1�j T. B,-_ alp DESIGN .e S� R C 0MENDED CALL, ♦06� l 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal 1. After al new sprinkler pryx Moves and risers are in place and connected, all necessary c,� �y -� Specification /VM-P-351. 2. NI miscellaneous irrigation equipment shah be as specified or approved equal diversion work has been completed, and prior to installation of sprinkler heads, the c> r" S.T.B. . LANDSCAPE ARCI-IfTECTS 1epnOO� control valves shall be opened and full hand of water used to flush out the system. � ` � , w'w- �1-000) 2.2. Fittings shill be red brass conforming 10 Federal Specification IWW-P-460. DRAWN .'� ' L01334CCAIT Ala HffrCPM SHEET O X12 2 e ,411 t 2 Sprinkler heads shoal be installed only after flushing of the system has been * �` MOGA770M CONSULTANI'3 'iT C5 N NJ E.Copper Pipe and Fittin o: accomplished to the complete satisfaction of the city of Rancho Cucamonga. *te CADD L.-1 OF 1 1 li 1.Ppe Type K. had tempered. �l�lF OF CAL\fO�2725 ��P CHECKED x 1a DRAWING NO. TWO WORE WQ DAY* WOR1E YOU DNii S.T.B. .1 „� -L 2.Rtt' c solder ' (coq�-7ctab� 9"U sin-cess CA Ifc No 2725, Uc. No. Ieb ____ _____ - I Nommmom-l---l-i ; ,L I , - - - PLANTING SPECIFICATIONS PART t - GENERAL 3.01 Scope of work: 5.06 Installation: 1.01 Scope of work: A. Provide all materials and equipment, and perform d work necessary for and incidental to Plant ground cover and bedding plants in moist soil and space as indicated on pkans. the soil preparation and finish grading of all planting and lawn areas as shown on plans, as Contractor shag provide of materials, labor aril equipment incidentol to and necessary for reasonably implied, or as delineated in the specifications. Each pont shall be pleated with its proportionate amort of soil so as to minimize root disturbance. completing oh work, as indicated on the drawings, as reasonably implied. or as delineated in the Soil moisture shop be such that soil does not crumble when removing plants from container. Specifications as follows. B. Furnishing, placement and , of for backfilG of N 9*�n9 topsoil n9 f�'�'►'s ' Regrode planter areas after planting, to restore smooth finish grade and to insure propel surface 1.02 Standards: C. Cleaning and finish grading of planters oreas and planting oreos. drainage. A 4' layer of mulch material shall be spread over the entire planter area after grade is established. watering shag begin immediately after mulching. (Grading shall accommodate the AN wort and makriats shah comply with governing codes, safety orders, standards, and regulations, 3.02 Topsoil: mulch) and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. 5.07 Protection: 1.03 Ouofity Assurance: 8. Topsoil imported to site for use as fill, backfill in planters and moumdmg, sholl be Bondy Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. textured. Sift plus clay content of this soil shall be no greater than 15% by weight. The A. AN Contractors performing Site Development work, must be ficensed in accordance with the boron content of this sod shag be no greater than 1 part per million as measured on the PART 6 - WEED ABATEMENT laws of the State of California. saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be 6.01 Scope of Work: B. Contractor shag provide the Landscape Architect and the City with a Get of Subcontractors submitted to an agronomic soils testing laboratory, approved by the project Landscape and Material Suppliers expected to be employed during the course of construction. Architect for analysis prior to use. Result of testing to be delivered to City for approval. Provide oN material, equipment, arta labor necessary to perform all work as indicated on plans, as Sal test to include analysis and recommendations. reasonably implied, and as delineated in the specifications. C. Contractor shag obtain and keep in force Public liability and Property Damage Insurance, during entire course of the Construction Contract. The amount of insurance shag be 3.03 Sod Amendments: 6.02 Quality Assurance: determined by City. AN soil amendments shall be as specified in the Agrwnonric Statablity/Fertifity sols repot furnished A. The Applicator of *I weed contra moterieh shag be licensed by the State of California as D. Prior to start of site development work, the Cm octor sholl notify the Landscape Architect by the Contractor a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses and City to give starting and completion dates. Contractor shag also supply the Landscape that are required. Architect and City with the name and telephone number of the person in charge of the work. 3.04 Soil Preparation: B. MI materiels and methods must conform to Federal, State, and Loco) Requlvtiarms. 1.D4 Responsibilities orN Coordination: AN work on irrigation system shah be conpkte and inspected for necornmernded approval and, fine A. Permits: The Contractor sholl obtain and for all oil grading completed, prior to rototiffing and prior to sal amendment work. 6.03 Submittal: Pal' Permits inspections required by governing authorities for the work to be performed. After rough grades have been established, prepare all lawn and planting areas by tilling or cross Prior to the instaflotion of any weed control materials, the Landscape Contractor shill submit to the ripping to a depth of 12'. AN rock and debris more than 2' in diameter shalt be removed from the Landscape Architect/City a list of the weed control materials and quantities per acre intended for use B. Existing Conditions: The Contractor shot verify all conditions and dimensions shown on site, except for areas that are to be sodded, in which all rock and debris more than 1' in diameter in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control the plans at the site prior to commencement of any work under this contract. The Contractor shag be removed. Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and shall verify the location and depth of all underground utilities prior to start of work. City data to demonstrate the compatibility of the weed control materials and methods with the Apply , spread, and roto" in all soil amendments as recommended to a depth of 6"' Water area intended plonting and seed varieties present. C. Temporary utilities: The Contractor shag opply for and pay all cost incurred for all thoroughly after rototilling is complete. Incorporate evenly into the top 4' to 6' the following for temporary utilities such as water, electrical power and gas as required by him for the each 1,000 square feet of planting area: 6.04 Responsibility and Coordination: construction of the project. Temporary services shall be coordinated with the City and other contractors on the job site. 4 cubic yards of ratrofized Redwood or Fir shaving or equal. A. landscape Contractor is responsible for the erection of all s*m and harriers requi, to 200 W. of Gro-Power or approved equal. prevent intrusion into the treated areas and to notify the public. D. Survey, Reference Points, and Elevations: The Contractor is nesporrfor establishing oN surveys, reference points and elevations required by him, and shown on plans for proper The above soil caiaitioning are minimal qualities only acrd ahold be used only for bidding purpose, B. No material or methods shall affect the landscape planting or hydroseed germination. No execution of site construction. because soil conditions may change drastically from the time these specifications were developed material or method shall render the job site unusable for more than 10 days from date of to the time the actual soil conditioning take place. Therefore, the Contractor shag obtain his own application. E. Traffic: The Contractor is responsible for all temporary traffic bonkers and detours required soils analysis at a rote of one per every 25,000 square feet of planted area. These soil tests shall be by him for the construction of the project. AN temporary traffic barriers and detours shall conducted by an approved Agronomic soils testing laboratory approved by the project Landscape 6.05 Non-Selective Herbicides: conform to all conditions required by the City or governing authorities. Architect and City. Copies of the soil test to be provided during the Pre-construction job conference. Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the 1.05 Defective and Unauthorized Work: 3.05 Finish Grading: Pest Control Advisor) AN work which is determined by inspection to be defective in its construction or deficient in any of After rototi" operations ore complete, grade areas to establish Nish grades for planting. AN flow 6.06 Selective Herbicides: the requirements of the plans and specifications, sholl be remedied or removed, and replaced by the lines shall be maintained and proper tolerances shall be met after settlement at the end of the project Contractor at his own expense in a manner acceptable to the Landscape Architect and City. maintenance period. Selective pre-emergent herbicides compatible with seed mixtures (as recom met>ded by the Pest Control Advisor) 1.06 Inspections: Finish grading shall leave surface of the ground uniformly smooth and free of obrapt grade change. 6.07 Weed Eradication: The Contractor shall arrange for inspections by notifying the landscape Archilect, City and 3.06 Coordination: governing outhorfies, 24 hours prior to time of inspection, unless otherwise noted. Inspections shag If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting be as listed below, but not necessarily in this order. Only the inspection pertaining to the project Weed abatement work shah be coordinated wit the installation of the irrigation system nototighng areas will require control prior to removal, spray these areas per Pest Control Advisors scope of work will apply: and sal amendment work, and planting. (See Weed Abatement section). recommendations. Rough Grading. PART 4 - TREES AND SHRUBS A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious Drain lines and Catch Basins. materials from planting areas. Irrigations (main fine pressure, coverage A system operations test). 4.01 Scope of Work: Sal Preparation and Finish Grading. Mow herbicide to kill all weeds. Rake or hoe off all dead weeds to o depth of 1' - 2' below Plant Material (delivery dC placement). Provide all material, equipment, and labor necessary to install all trees and shrubs as show on plops, the surface of the sal. Physically remove all weeds from the site. Substantial Completion Inspection (at c°mpliet ^ of lai ndscope improvements) - 7 Days. as reasonably implied and as delineated in the specifications. Final Inspection (after maintenance period) - u days. PART 7 - LANDSCAPE MAINTENANCE 4.02 Products The contractor sholl arrange a Preconstruction job conference with the Landscape Architect and City A. Nomenclature - Plant names indicated on the drawings conform the 'Standard Plant Names" 7.01 Scope of Work: a minimum of seven (7) days prior to the beginning work. established by the American Joint Committee on Horticulture. Except for names covered therein, the established custom of the nursery is followed. Provide all materials, labor and equipment necessary for, or incidental to, performing all 1.07 Guaranties: maintenance requirements as reasonably implied or as delineated in the specifications inchading, but A Plant ' trees, shrubs, cover laein shall B. Condtsshag be symmetrical, typical for variety acrd species, sound, too", not limited to the following: AN ground bedding plants guaranteed vigorous, plant disease, insect pests or their eggs, and shah have healthy, normal from date of final acceptance of landscape construction for periods as follows: root systems, well-filling their container, buy not to the pant of being root bound. Plants Maintain all plants and planted arras. shall not be pruned at anytime, and in no case shag trees be topped. Keep planted areas free of weeds and debris. Trees 24' bat larger 1 year Prune trees and shrubs. Trees 15 gal, do smaller year C. Trees and shrubs shall be growing at a recognized mrrsery in accordance with good Fertilized all plants and planted oreas. Shrubs AN sizesl20 days horticulture practices and shall be of the size and caliper normally associated with the lrri ation. Ground Cover120 days container size specified on plans. Removal of all togs, labels, nursery stakes and ties from Insecticide spraying. Beftn P1ont120 days off plant material prohibited until the approval of the Landscape Architect or City. Lawn sod) 120 days 7.02 Fertilizers: Lawn seed)120 days from first mowing D. AN plant material delivers to the site showing signs of damage or disease or is insufficient in size to carry out the intent of the planting plan will not accepted and will be replaced at A. Commercial folifizers with an analysis of 5-3-1-Gro-Power Plus, and 124-8 Gra-Power Guarantees begin after the project acceptance by City and at the end of the 180-day Contractor's expense. Controlled Release Nitrogen, as designated herein, or approved substitute as required by the maintenance period. Landscape Contractor shag replace and plont all materials which have died Agronomic soils report. Available from Gro Power (909) 393-3744. within the time span stated above, at no cost and within 5 days from receiving written notice from E. Sizes of Plants - Shall be as stated on the Plan. Container stock (11-90M, 5-gallon, and 15- the Landscape Architect or City. If dead material is not replaced and planted within the 5 day gallon) shag have been grown in containers for at least one (1) year, but not over two (2) B. Ammonium Sulfate: Granular form containing not less then 2176 nitrogen and 24X sulfur period, City may replace dead material with new material and charge the Landscape Contractor for years. and shag be registered as an agricultural miner, with the State Department of Agriculture in all expenses incurred. compliance with Article 2 - Fertilizer Materials, Section 1030 of the Agricultural Code. F. Substitutions - Substitutions for irndicoted plat material will be permitted provided the B. Construction klatehals. The contractor shah guarantee all workmanship and materials for substitute materials are approved in advance by the City, and ore made at no additional cost 7.03 General: all site development, for a period of one year from date of final acceptance of project. to the City. Except for authorized variations, all substitute plant materials shall conform to the requirements of these specifications. Maintenance ;boll start immediately after landscape imgation all planting. 1.08 Material and Labor Releases: G. Plants Not Approved - Plants not approved are to be removed from site immediately and Maintain all plants and planted seas on a continuous basis as they ore installed during the progruess Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and replaced with suitable plants. The City reserves the right to reject entire lots of plants of the work, and continue to maintain them until final acceptance of total project. Replace any dead materials releases for all work performed under Site Development. represented by defected samples. or dying plants os directed by the Landscape Architect and City representative. 1.09 Disposal and Clean-up: H. Stake all trees, as per details immediately after planting to prevent wind damage. A. Irrigation: Operate irrigation system on an established program to maintain aN plants all planted areas in a healthy condition. Irrigation system run-off shag be kept to a minimum. Remove off waste materials (including excavated material classified as unacceptable soil material), I. Plant trees that are to be located in lawn or ground cover area after finish grades ore first Damage to irrigation system resulting from maintenance and equipment and/or maintenance trash and debris generated or encountered during the course of landscape construction, and legally established and allow at least 7 calendar days prior to installation of said lawns or ground personnel, shall be restored to its original condition at no cost to the City. Failure of any port dispose of it. During the course of the work, remove surplus materials from the site and leave cover to provide for thorough watering of trees. AN planting holes shag be excavated as of the irrigation system shall be brought to the attention of the City. No repairs other than premises in a neat and clean condition. Clean up and remove all remaining debris and surplus defined on appropriate details. emergency repairs shah be accomplished without written permission from the City. materials upon completion of work, leaving the premises neat and clean. The site shag be cleaned upon the request of the inspector. 4.03 Soil Amendments: B. Weed Cartrol: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar days. PART 2 - EXECUTION Sod amendments sholl be as recommended in the Agronomic sols report The Contractor may elect to remove such concentrations of weeds manually or by an 2.01 Protection: 4.04 Trees Stokes: approved herbicide program. Keep all plant material delivered to site in a healthy conation for planting. Plants shag not be allowed to dry out. Bae root stock shall be separated and heeled-in, in most earth or other suitable Tree stakes shag be lodge pole pine tree shakes. See tree staking &-tail on plans for further C. Pest Control: Spray all plants and planted areas at beginnirng of rrrointenonce progrorm and material until planting. Balled and burtapped plants shall have root boll covered with moist sawdust, information, as may become necessary thereafter by an approved method of pest control, to keep all plants wood chips or other suitable material until planting. and planted areas free of insects and disease. Method shag be reviewed by the City prior to PART 5 - GROUND CMER AND BEDDING PLANTS any applications. Pest Control shag include Gopher control. 2.02 Installation: 5.01 Scope of Work: D. Pruning. Prune all plants as designated and directed by Landscape Architect. at snort of Detailed lolroat of plants within the planting areas shag be performed by Contractor and approved maintenance program and continue to prune plants as directed or as may become necessary by the Landscape Architect and City prior to planting. Provide ah materials and equipment and perform all work necessary for and incidental to installing until the end of the maintenance program. all ground cover and bedding plants, as shown on pians, as reasonably implied, or delineated in the Sal excavated from planting holes Ad be amended to backfill around trees and shrubs using the specifications. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as following mixture: necessary to achieve and overall even appearance. Exterminate gophers and moles; repair 5.02 Bedding Plants: damage. Native, On-Site Sail with rock no greater than 3" in diameter Gro Power Plus, 5-3-115 lbs/cy Perennials and Annuals. Provide healthy container grown plants from a recognized nursery, and of PART 8 - ACCEPTANCE OF PROJECT Iron Sulfate2 Ibs/cy the species and variety shown on plans. 8.01 General: (To be used for bidding purposes only, verify with Agronomic Soils Test.) 5.03 Ground Cover: Upon completion of installation, o maintenance period of a minimum of 180 days for all landscaped areas After bockfilfmg, construct a 3' eorther► berm to form watering basin around each plant, to allow Ground Cover. Provide ground cover of the skies simown on pkins. Ground cover shag be is required prior to final acceptance of the work by the City. The Commencement date for the maintenance thorough water-in and establishment. established and well rooted in flats or similar containers. period shall commence upon written approval for all phases of planting installation by the City Public Works DESCRIPTION OF REVISION DATE APPROVED Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. Prior to installation of turf and ground cover, remove water basins from wound trees and shrubs. 5.04 Mulch Berms in turf areas to be removed prior to City acceptance. A. Two inspections shall be made that affect the establishment period: The first after all CITY O F RANCHO C U C A M Q N G A Mulch: Shoff be of compacted wood chip fiber. plantings have been completely installed in order to approve the beginning of the PART 3 - SOIL PREPARATION AND FINISH GRADING establishment period, and the second at the end of the establishment period. N plantings are 5.05 Coordination: not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and can be approved. A. Do not have plants delivered to the jam site' unfit site termination are ready for planting. N LANDSCAPE ASSESSMENT DISTRICT planting is delayed, keep plant roots moist and place in a sheltered location protected from B. At termination of establishment period all plant material shag be live, healthy, undamaged the sun, wind and other damaging elements. and free of infestation. Inferior plantings shah be replaced and brought to a satisfactory condition before final acceptance of work will be made. MI areas shall be neatly raked and PLANTING SPECIFICATIONS B. Soil preparation all fine grading shag be completed and trees and shrubs installed prima to free of weeds TRACT N O 14207 bedding plants and ground cover planting. N/S AND S/S OF WILSON AVE., WEST OF BERYL ST. UNDERGROUND SERVICE ALEFT APPROVED BY: DATE � `pNpS CITY ENGINEER R.C.E.-Nn.24 T. F CALU TOLL FREE 00�R� DESIGNT �,ra STB RE N ED LAWWAPE ARgirmcm _ tg DRAWN halfD3CAM AIICitlTEMJRE SHEET * *� [ItRIGA7'iON CONStILt'ANTS dote , tree 1 of 11 _ 2725 q OF CpL1FCHECKED oro s>,.c vme saeec soft* toe DRAWING NO. 1' TWO WOPM MG DAYS WFOR1E YOU ON Redlands carte�py� ers7s S.T.B. ' (cost •,ee-a.eb ria: (eoe) Barr-ees5 1� ?'L ' CA Uc. No 2725, NV Uc. No. tree