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HomeMy WebLinkAbout1668-L DEVELOPER OWNER CONCORDIA HOMES LANDSCAPE ARCHITECTURAL PLANS 1131 WEST 6TH STREET, SUItt 110 ONTARIOA, CA 91762 (909 ) 988 - 9000 TRACT 13951 41 N /s OF WILSON AVE E /S OF BERYL STREET LANDSCAPE 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. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO HILLSIDE RD COMMENCING ANY WORK. 0O 3. ALL WORK SHALL BE PERFORMED ACCORDING TO THE CURRENT CITY STANDARDS AND THE O CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. - 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY L-1 TITLE SHEET PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT (800) 422-4133 TWO WORKING L-2 CONSTRUCTION PLAN DAYS PRIOR TO CONSTRUCTION. L-3 CONSTRUCTION PLAN s !,? 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE L-4 IRRIGATION PLAN WILSON AVE. FURNISHED TO THE CITY INSPECTOR, AND ALL SUCH RECOMMENDATIONS FROM SUCH A L-5 IRRIGATION PLAN REPORT SHALL SUPERSEDE AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-6 PLANTING PLAN 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY L-7 PLANTING PLAN ' THE CITY ENGINEER. L-8 IRRIGATION CONSTRUCTION DETAILS AY Q 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF L-9 PLANTING CONSTRUCTION DETAILS NOT TO SCALE SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT FLAT AREA AT THE TOE OF SLOPE. L-10 IRRIGATION SPECIFICATIONS Q Z 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND L-11 PLANTING SPECIFICATIONS UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS = ACCOMPLISHED, A MAINTENANCE PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS SHALL U COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF— W W OUT, FALL COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE m = Q IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND BANYON ST. APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 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 IS NOTMAINTENANCE RESPONSIBILITY MAP ENLARGEDETOSAQSIZE CTH T WILL BEI BLE READABLE WHEN REDUCED. THEWHEN THE DRAWING ISDUCEDCHARTI SHALL BESHALL 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 ACCEPTANCE OF THE WORK BY THE CITY. SITETECH, INC. STB LANDSCAPE ARCHITECTS 13. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: 38248 POTATO CANYON ROAD 10 E. VINE STREET, SUITE 206 BETWEEN CITY—MAINTAINED TURF AND CITY MAINTAINED SHRUB AREAS-8" WIDE x 6" DEEP OAK GLEN, CA 92399 REDLANDS, CA 92373 CONCRETE HEADERS. BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE-8"WIDE x 6" DEEP (909) 864-3180 (909) 798-7490 LANDSCAPE MAINTENANCE AREA CONCRETE HEADERS. BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE-6" WIDE x 6" DEEP SHOWN IN HATCHED AREAS CONCRETE HEADERS. + BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6" WIDE x 6" DEEP CONCRETE / sE Ni HEADERS. / f x • 14. PUBLICLY MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: _ — — PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL _ BE FURNISHED TO THE CITY INSPECTOR. 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 � a � DIVISION. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENTS PLANS ONLY.. LANDSCAPE QUANTITIES CUCA4�0 I � � C, NON-TURF AREA 11 ,973 SF. - - -- COBBLESTONE AREA 5,141 SF. SIDEWALK AREA 2,904 SF. 1ST CIN PLAN CHECK 1/27/9 TRAIL AREA 18,876 SF. DESCRIPTION OF REVISION DATE `"`T� TOTAL OF ALL AREAS 38,894 SF --r-I APPROVED: TOTAL ACRES TO BE CITY-MAINTAINED 0.8929 AC. p/�TOTAL LF TRAIL FENCING TO BE CITY-MAINTAINED 1°1845 -640 LF. O O ClW OF MNCHO CUCAMONGA STREETGE S ( )TROEMIA 1.. 'MUSKOGEE" 26- 15 GALLON WILSON AVENUE LANDSCAPE ASSESSMENT DISTRICT NOT TO SCALE ERIOBOTRYA DEFLEXA 8- 15 GALLON BERYL STREETz CINNAMOMUM CAMPHORA 9- 15 GALLON WILSON AVENUE) TRACT NO. 13K951 GEIJERA PARVIFLORA 4- 15 GALLON BERYL STREET) III SHEET NIS OF WLSON AVE., E/S OF APPROVED BY: DATE: CITY ENGINEER R.C.E. 0.24953 '- LINSDERG6ROVN!!D SERVICE AL§RT y��, T 8 DE'�iGNE r �,sE DEJ S.T.B. ST% APE ARCHITECTS CMLL• TOLL - • N 14800) 4�a�49a' CADD MCUQTM ooxsvLr� OF 2725 _,H E t%E u art VA.wag*.a b D RAVE'I N t: NO. TWO MORKala "ve 2� TOr aw �.. r, ,. �' G►1.�F ""' � -�!" 1668-L r. PROJECI SHEEI NO.------- OF ---------- 1 c. JJ � r2 cl _ 00 00 i t J j i !(' � N 1`� •tom 1 1 I LZ x, 1 r %i ; ' ' ` I 0. COBBLESTONE PAVING PER (° DET T SKrET L-S _lj .. I - SIDEWALK 0 / 1 i'r � _ 1 cz z i _'_ -'- _3= J" WALL PER ENGINEERS PLAN - ° SLOFE PER ' LAT L .1 0 • 3• X " N 89'40'02" E 284.25' " -; EN R S PLAN STREET LIGHT-- k ARIE 1' WIDE FLAT ARI: _ RK '.'.. -�'�TS OF W� �z t STORM DRAM MR ENG. PLANS -SECTION A-A AT SLOPED AREA ON WILSON AVENUE NOT TO SCALE �11 ------------ _ LIMITS OF WORK .— ------ -� S OF - 10' AL FENCE PER PRECISE GRADING PLANS X� B , T� WpRK - LIMIT '� ' TRAL PER PRECISE GRADING PLANS 1 ' LOCK WALL PER ON SITE GRADING PLANS � ) p � N 00, I I i i ti. z V 78 "Al �i.._U � �. _ - _ --- _ _ / J 12' 3• l 4 f --- - r i ��: G.F.F.=76.8 ,f _ 1 W Li co II _ L I 2J SECTION B-B AT TRAIL AREA � ' 1 I '� NOT TO SCALE Ar 4 �' 221 " • 4, PLAN 2 f j _- - 24 ,/ \�' 'r-e T.. COBBLESTONE PAVING PER j > DET T SHEET L—S Q� hQ) I I Q�' ' ( n TRAIL PER PRECISE GRADING PLAN �. , `- ` RAIL FENCE PER PRECISE GRADING PLANS- 0 ';` ►, ALL PER ENGINEERS PLANS GING AND WALL DESIGNS P" ENGINEERS PIANS `J ° III AX FLAT AREA I I '/ LOPE PER ENGINEERS PLANS '_ k---5 2'�" AR MAINTENANCE RESPONSIBILITY MAP 11 1 - ONC. CURBING-TYP. II I I ii `an _ ! SECTION C-C AT TRAIL AREA NOT TO SCALE - ---- -- ; •,•- — 2 5 s R6 j I 23 �� I I PROVIDE GONG. GtW MG AT ALL LMITS .■ 't I I r ` OF WORK PER DETAL O SHIN L-9 II 4 ' I I 0,1 LANDSCAPE AREA THIS SHEET OT II 1 - I � 154,50 NOT To SCALE DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA LANDSCAPE ASSESSMENT DISTRICT - - - - TRACT NO. 13951 CONSTRUCTION PLAN III NIS OF WILSON AVE, E/S OF BERYL STREET L: II : .j ;. APPROVED BY: DATE: Ar: l CITY ENGINEER6R.C.E. N0. 24 53 L �.�1 T.�- '�I;N �� 'T"��� F'Ei� F1�1EN_�t:C UNDERGROUND SERVICE ALERT GE `� Ap S.T.B. •• LANDSCAPE ARCHITECTS CALL4 TOLL till!! L'R A tv N WMec'aPs aracrv>a 5 P- T1-1 1—(8®®) CADD L-2 OF 11 422-4983 o• 3,. w xr sf 2725 ��' me vbw w.w,wn.nw C R A'Jv i N(.: N J. ; OF T" noac.» move wrote Pon eN IF 6 B_—�_ G,�► ��. 1 PROJECT SHEE' NO.--------- 0F ---------- I P =9 1 .8 G.F.F.-91.8 r. ►i _ i ��, c I —% G.F.F.-98.0 \ ,, P , _ 1 1 _r ____.._... I PLAN 3R I F.F.=98.5 P.E.=98.0 PLAN 2R I ! LIJ i ►11 [a-j-o L Q� LL_ ------------ t ,2 1 ` `°O pc m 1=85.8' v lPoo � `�' ,•, T' �s ` - __ _ _ _ �/ .�,/ �— LIMITS OF WORK oC?o, o> ' (. .�.bTom: 7 •.q?�. ,_ T 7. 71- ', -5-8. �_8w '� r _., �..... ..__...._._.. 3 x,, y_x _s , _s. 1 ,, , .., �f -,_... i-•- ry _X .j R ^,. --, ,. .7.•.�. � -•,� N _ 60 20' -R11't 100' 35' 75' i 150' 0 -INSTALL A 4' LAY" Of WOOD MULCH PER SFEGS IN ALL PLANTIED AREA'S arc LIMITS OF WORK -- - - -------- to rLoL ENUF GO5IILESTONE FAVING-TYPICAL. INSTALL FER DET. T CGASE 1) SHEET L-1, INSTALL WITH A G' F.G.G. GARB BETWEEN STONE AND PLANTER AREAS.PROVIDE GONG. CARDING AT ALL LPM I IZ_ F- Of WORK FER DETAL SHEET L +II U` - _ � . _ ! y tz I 11 I; I - •i t 1 � 1 00 00 1 N o 4 `n CD 41 ;i r- ! - _ Ii 00 f u_ � Z 4 Q + _j G.F.F.=82.5 06 d � 1 ICL i In t I 04 00 cl, It i I MAINTENANCE RESPONSIBIUTY MAP NDSCAPE AREA THIS SHEET � O V NOT TO SCALE 1 ST CITY PLAN CHECK 1/27/99 DESCRIPTION OF REVISION DATE T APPROVED CITY OF RANCHO CUCAMONGA LANDSCAPE ASSESSMENT DISTRICT TRACT NO. 13951 CONSTRUCTION PLAN N/3 OF WILSON AVE., E/3 OF BERYL STREET APPROVED BY: DATE: dP _tOCITY ENGINEER R.C.E. Nb. 249-53 UNDERGROUND SMVICE ALERT ���,� T @ � DESIGN °�� "',����� P E�0 M M E N Z' S.T.B. „ ''� LANDSCAPE ARCHIITECTS Cut,• TOLL welt *4900) CADD 422-4130 L-3 OF _ 11___ , I or t- or 3' w fie' 25 ��� CH E"r E D `` ie we�.s1e..R s.N.sit D F AW I N G N C. two woo erre �e� rev ew of�t�Fo i e " > t'KGJECi JHEEI NO--------- Ur ------- t % b2 - - - ----------------- _--_ = i P.O.G. INFO: CONNECT TO NEW 2' TLJR51NE WATER METER CPOTADLE) FOR IRRIGATION WATER. THE OWNER fi" ;� SMALL MAKE ARRANGEMENTS AND PAY FOR ALL COSTS i -- - ` i FOR TME NSTALLER ATION OF A NEW MET . CONTACT ! �� �� j i l7 -_ ___ + 00 g "� + r- i II -'U —== ► f`: THE GUGAMONGA COUNTY WATER DISTRICT HEIRNMGATION NOTES ALL INSTALLATION PROCEDURES. EXISTING WATER PRESSURE 15 130-140. SYSTEM DESIGN PRESSURE IS 70 P.S.I. N MAXRIUM SYSTEM DEMAND IS 38 GALLON PER MINUTES r , I y L .__ _ __.. _1 i 1&' 1� 1 1111 t WATIR IMM AS �OV®ED BY CM. 15 REdUIID AT ALL r011T5 OF Q N _ -- - CONNECTION. THE GONTRACTOR SHALL MAKE ARRANGFMIENTS AMD PAY ALL CATS 'FOR THE 00 00 INSTALLATION Or A NEW WATER METER. CONTACT THE GUGAMONGA GgA1TY WATER DISTRICT FOR 17 , a. it. 14 �'�' �r�° I .S 11 G05T5 AMD INSTALLATION PROGCDlaRES. W Li_ ---_ - TYPICAL FONTS Or CONIIGTIM CONSIST Or A NEW WATER METER. FOLLOWED BY A PRESS. RtQA. M AND BACKFLOW DEVICE. FOLLOWED BY A FLOW METER FOLLOWED BY A MASTER VALVE. ALL EOMMENT i + ,, STEED PLR PLAN. INSTALL ALL EQLEMENT PER CITY STANDARDS AND SPECIFICATIONS. '75 ; I 0• MMNLJFAGTURIaR S RECOMMENDATIONS APD LOCAL CODES. ACTUAL LOCATION OF THE EQIJPPIQIT !� p) TCD ON SITE BY A REPRESENTATIVE OF THE CITY. OF THE EQUPENT TO BE AS DREG 1111Ad(1'LOW PREVENTION DEVICE 15 TO BE INSTALLED PARALLEL TO THE STREET AND SCUM W h 9MIRU65 WHENEVER POSSIBLE. DEVICE 15 TO BE ENCLOSED N A STAINLESS STM i 111 / �!`� <,� r_ -_ �- ;i _ �� ._ VANDAL PROOF BOX A5 MANUFAGTIM BY STRONG BOX. (MOD * MG-60-AL) I PING SHOWN ON TME PLANS 15 ESSENTIALLY OIAGRAMMHATIG. ROUTE PRIG AND LEGATE j r `ter 2: 1 VALVES TO AVOID CONFLICT WITH STATIONARY ELEMENTS. LOCATE ALL VALVES AND BACKFLOW o i QYICE N 5M1" DED. AVOID ANY GONFUGTS BETWEEN THE SPRINKLER SYSTEM. WALLS. ' } STREET LIGHTS. SIDEWALK. UTLITT LINES AND EQUPMENT. AND ARCHITECTURAL FEATURES. _ 76 5 2 _ ;! _ ---• YOI�Y ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK. NOTIFY TME �' 4- ____ --� CITYMWDIATELY F ANY DISCREPANCY 15 FOUND. CONTRACTOR SMALL TMOROLO LY FAMILIARIZE HIMSELF WITH ALL SRL CONDITIONS PRIOR TO BIDDING OR Gp'MCNGNG WORK. --------------------__ C�'8 "- ----- L J, '% �'' .",� ,^ J ' EXTREME GMIE SMALL BE EXCRETED WHEN WORKING ADJACENT TO ANY STRUGTLRCS OR - 11WT5. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTLITIE5 AND . _! - _�_ ,J .. RETIRING ANY DAMAGES CAUSED BY HN5 WORK AT NO G05T TO THE OWNER ---0 ---- - LCL--e-- — `x � s`, _...__ TM[ CONTRACTOR SHALL FLLISM AND ADJUST ALL SPIRITED ER MEADS FOR OP TMM PE"ORMANCE AND TO MNMME OVCRSMAY ONTO WALKS. ROADWAYS AND/OR DULDING5. THIS SMALL— �!I -�� Apr - ��`b%! OF ARC TO FIT THE EXISTING WE CONDITIONS AND MISS RTO THROTTLE THE FLOW COGONTROLSELECTING THE BEST LAAT EACH VALVE TO OBTAIN THE OPTMIJM MTSWlE FOR EACH 1 t ' �� PIP>* SYSTEM. CONTRACTOR SHALL NSTALL PRESSURE COMPENSATING SCREENS (FCS) SCREENS IF 1 �---- WORK W- NEEDED AT INITIAL CONSTRUCTION. 11 i 1 - ITS OF : z • WIR Lima, -Ian� I^.n ` �` �j wNICN VERTICAL 005TRUGT10N5 [FRE MYDICANT'5. STREET Llq'ITS. TREES ETI",J 1fTCR?'L1CL W h THE SPRAY PATTERN OF THE SPRNfCLER HEADS 50 AS TO PREVENT PROPER COVERAGE. THE IRRIGATION CONTRACTOR SHALL FEED ADJUST THE SPM(LER SYSTEM BY INSTALLING U A5 t ROCRGLE VIDL PRO?"H� CIE SPRNSM MEAD ON EACH SIDE OF THE OBSTRUCTION 50 OPER COVERAG;f_ ALL ADJUSTMENTS SMALL BE MADE AT NO ADDITIONAL COST - i i � �� _ - -------_..---`.��=-----__.._ --�' � _ �� �,; �_�� = TO THE CITY. - -- I; �---- -�-__--__ =_ _. _ - - _ "- - --�� -�� a . . INSTALL ONE SPARE ORANGE WIRE ALONG TME EN11M U9CTM OF TME MIM TO THE - '� FARTHEST REMOTE CONTROL YALVECRGY)OM CACI BRADrGH. FICIAL EACH ORANGE WRC AT THE - � - ---- ,�`�- ^; �.► ODL05URC. INSTALL TERMINAL. 511RN'S N CNGLOSIJlRL FOR IRRIGATION WATERING. 1;1 LI M ITS OF WORK �- 1.GS aoos '-"- M F NRK.ATION SYSTEM IS BASED l�oN A MAX1�1 OF 3 INCHES OF WATER PLR WEEK C1Ul F} A1D 1 YS 523 Sr5� .` -. ," . , " - � � � � _.__ � . ; ' ! - 2 INCHES OF WATER PER MEEK CGROUND�GOYERl5MRlJdS) APPLIED FOR 8 HOURS A NIGHT/5 DA WORD( A WEEK INTWEEN THE HOURS OF 9100 P.M. TO 5100 A.M. ONLY ONE VALVE PCR CONTROLLER S L. rn x AT A TIME. 1• . _ ___ �1M1TS �F- _-► ' � srw� OPERATE 4' WIRE SLEEVES a'�`y `�'` 6 SF 343 SF - M SYSTEM 15 DESIGNED FOR TME N!!12'I OPERATINGPRESSURE AS 910" AT EACH PONT `° 1 MAO" DEMAND OF GALLONS PER MINUTE IS A5 SPECIFED. THE IRRIG a; PIPE SLEEVE - �<. 4j IRRIGATION CONTRACTOR SMALL VERIFY THE AVALURE ABI WATER PRESSAT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SMALL BE BROUGHT TO THE ATTENTION OF TME ALROMAIIG CONrTROLLCR TO K A GAlSE'ISE ETl 16DR-ANT 1 INSTALLED WrrHIN � � \ A STRONGBOX CSB) 2455/120 VOLT GONTROLEEc/EL.EGTRIGAL ENGIOSURC MOUNT TW �— �� —�=' �� -- �''• '_ 1 ? � MfTCNrA PORT CErOXY FILED) ON TOP OF THE CNGL05URL PER MAMJFAGTURER I �" �h I I z i SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO s Of'$ ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSLRE TO BE AS DIRECTED BY A f 1 !,i 1 1' Q Il 11 Jam' RRRESENTATIVE of TME Gmr. ,, L 1 STALL MANLNE 1V BACK t�\ CURD FACE_ � _� - -� �' ! /' ^'` � I J W LL ;4 ; TMC CONTRACTOR SHALL SUPPLY TMC COVX NEEDED FOR TME GON D IGTORS AND SHALL W -� % G.F.F.=76.8 \¢` i� %� RCSPOMMZ FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL ---- ---- - ,•_ 2Jtom_.._ > a- t1 11- F GONDUGTORS AND METER TO BE PROVIDED BY SCE. COORDINATED AND PAID FOR BY THE /�L f ''✓" DEVELOPER. I ) I �j '^ iit 1 ' u _.);U► _► . ��' CODES, THE STAMMRD SPECIFIDAMIM FOR �' � -� �� � C, Au WORK SHALL BE IN AGGORDA,IGE WITH qT1' i T X PL W WORK CONSTRUCTION AND Be Of THE HIGHEST QUALITY TYPICAL OF THE TRADE. - _; /� WING FROM THE CONTROLLER TO THE VALVES SMALL BE DIRECT ILI RIAL AY W- MtW u GAUGE. ., ti-- ' 4` �� ` �� , .Gi '` I K�' 111 EQt�IT Stem &I INSTALLED RR MTALS. N 1HE ABSENCE OF DETAILS, �, 22 .._ __ ._�_ __ _ IISTALLATION SMALL DE N ACCORDANCE WITH THE Ela "T CITY STANDARD DETAIL / PLAN 2 �, r ��1° F ;`,' ------_ - — - -- - . - I IQ • .� � +-.- ____--_-�._� _ _-- — .-_`--_ _ _ _=-= -"--� -- GCN1RAcraR SMALL GUARANTEE ALL w►mMl APD wolacMANSHHr FOR A PERIOD of ONE YEAR r - - Al, .. I i ( ►� y /� \�� t PROM DATE OF FINAL ACCEPTANCE BY THE OWNER. 095KN NTCNT 15 TO PROVIDE COMPLETE IRRIGATION COVERAGE TO ALL PLANTED AREAS. AS 2 PEED CHANGE MAY OCCLR. CONTRACTOR 15 REQURED TO PROVIDE 100E COVERAGE TO ALL I I '�} Np + ! \ AREAS. N NO INSTANCE SHALL HEAD SPACING EXCEED SOX OF MANXAGTURER'S RECOMMENDED I /hQ) \ [ / \ SPACING FOR COVERAGE. CONTRACTOR SMALL NOT KNOWINGLY INSTALL A SPRNKLCR SYSTEM I 1 - /� h �• WITH IMPROPER GOVERAGE. FAM TO NOTIFY THE LANDSCAPE ARCHITECT AND CITY SMALL RESLLT IN v I // /h �" CI, THE CONTRACTOR REP SAID SYSTEM AT HIS OR HER EXPENSE. PROVIDE A COLOR COATED LAMINATED CONTROLLER CHART N EACH GONTROLLER SHOWING TME VALVES AMID AREAS SERVED BY EACH VALVE. INSTALL CONTROLLER AND METER N PLANTER NEAR WALL ALL PRIG AND WRING LINDEN PAVING SHALL BE SLEEVED N A SCIH. 40 PYC PIPE 5N7t OEVELOPT:R TO PROVIDE SCE METER AT THIS LOGATIO ALL CHARTTFZNC It AR SHG. AN N ACVIDE ADV IM WITH TMC CITY STD. METAL 120 OR AS O Or 2- PER CHART OR AS NOTED AND PROVIDE A MNMUM COVER t0 FNSIiED PAVEMENT GRADE OF Z4'. r . rM ;!. I I f PIPE "OM METER TO R.P. DEVICE PER WATER DISTRICT STANDARD OY THE GTN' NSPLGTOR. 320 5F yF" 01'ITRAGTOR SHALL PROVIDE CONFECT[ AND AGCtaRATE AS-dlXT DRAWINGS TO 1MIE CITY tJfON I GOM PIXTION Of THE PROJECT. DRAWINGS SMALL INDICATE ANY CHANGES FROM THE ORIGINAL. �- �`� PLANS AND DIMENSIONS OF VALVES, QUICK COUPLERS, GONTROLLERS AND ALL OTHER EQUMPIT FROM STATIONARY FONTS OF REFERENCE. I BEFORE BEGINNING GONSTRUCTION. THE CONTRACTOR MUST OBTAIN ALL NEGt55ARY PCR 11 PARTIAL IRRIGATION EQUIPMENT LEGEND PROM `''� SYM DESCRIPTION MANUF MODEL IVIRRIGATION� Yo BE TESTED BY TMECITY "�Amrt IN mE r�LD I" MAINTENANCE RESPONSIBILITY MAP DISTILL ALL GON*ONLNTS PER GIJINIZNT U PG. AND LEGAL CODES. _ e POP-UP SPRAY SPRINKLER RAN BIRD 1x12-SAM-PRS-U-M S I ( POP-UP PRAY SPRIMI(LCR RAIN BIRD = 1812-SAM-PRS-U-L'W dAIddMUST K PROVIDED FOR ALL OPEN TRCNCHKS MVRC*W. DAY AID IM OR SMALL !'MNTAN A CLEAN AID SAP[ w01lyQIG B cn POP-UP SPRAY SPRRIMIKLER RAN BIRD 181E-5AM-PRS-IS-VAN -LLT W = -- e SaM &W POP-UP SPRAY SPRI'IKLER RAN BIRD _ -_1812-SAM-PR5-BH AT-500-422-41 M AT LEAST PRIOR TO TRCNGMWIG F=== LI DERGROIAD O POP-UP SPRAY SPRINKLER - RAN BIRD 1812-SAM-RS-50V MLITY LOCATIONS. THE CONTRACTOR ASS MS ALL RLSPONS111" rOR THE REPAIR OR _- RRLAGEMENT Of L10ERGROLIND U=S OR STRUCTURES WWI WWI ARE DAMAGED DIaRNG TK \ r -1706 SF + .;.� -- O P'OP-uP SPRAY "Van RAN BIRD 1812-SAM-PRS-ST COURSE Or GOM PLETNG THIS WORK. POP-UP SPRAY RAN DRB_-__.._____-1812-SAM-PRS-15551 - - 2- 5 s I 1 V, ____ a POP-UP SMY SPRIG m RAN BIRD 1812-SAM-PRS-IMST I 1 4-1 ( I sJ N �" * ' POP-UP BUBBLER RAIN BIRD "--?A-W-1101-SAM-FRS 23 --- ! T ® PLOW METER DATA INDUSTRIAL 2201'- 1• CCALSMSE *FM-15) ® ELEGTRIG GOMTROLLER GAL5EN5E E11-1GDR-ANT-1 TP 1. TP 110_._._. II j Q _- _- __ .._ W/58 2455/12.V -.---..... ---- .__ --- a�ICK-cauPLNG VALVE _!�'� � -- �-�* ------_--- ` LANDSCAPE AREA THIS SHEET - I I [ ��•J -� ,� GATE VALVE WATTS 2. 403-RT-RW RRK.ATION CONTROL VALVE RANIM EF15-CP-PRS-5-SIZE AS SHOWN ------- .. '_ _ ,.3100-1-1/2'. NORMALLY OFEN-ELECTRIC _ RRIGAT1oN MASTER VALVE SUPERIOR -- I NOT M SCALE n+ R. P. BACKFLOW PREVENTFEDGO 825-Y-BV W/STRAINER-2' DESCRIPTION OF REVISION DATE AP r 154.5Cj ____________._.__-_---.---........ __.__-. __.. .. . ...........---_._---- --.._.---.-._______.__..___.._. _. ..-.-.. __-_--__._.___. .__-------.-----_--__-. APPROVED PRESSURE REGULATOR WLKINS 2'-800 _ _ CITY OF RANCHO CUCAMONGA I I PROPOSED 2• WATER METER BY OTMMS LANDSCAPE ASSESSMENT DISTRICT ti E' GL 315 PVC MAINLINE APPROVED SEH. 10 PYc PR/WIRE SLEEVE APPROYCD Sc". ---------------- 40 PVC LATERAL ANNOYED TRACT NO. 13951 II IRRIGATION PLAN NIS OF WLSON AVE., E/S OF BERYL STREET L• APPROVED BY: DATE: 4: ' CITY ENGINEER R.C.E. 1\10-717553 UNDERGROUND SERVICE ALERT rll� T. ev,P CE51GjN RECOMMENGEG S.T.B. LANDSCAPE ARgiTECTS7n;p CALL. TOLL ll� ••• ^'1M , y" —c®®®� FSR TO SHEET L-5 FOR DRAWN s - 422-4188 � TO � L-8 FOR �AT� DETAILS [ADD �►� oo�+s�nrexra E_4 OF ,- 2725 two �Iroacwo oaf wrap v"sN _ _ � FEVER TO SHEET L-10 FOR I�RIC�Al10N TIOiVS � `' +v�"�`�.``.��' -=� "'�".".�. °�"""� w� yv. ���'CAL►F� �u'uca�iise�. ro.� PROJECT SHFF1 N0. OF --------- ---------- D,r '11*1 y5-67TWP.E.=91 .8 L G.F. �' �J i '- _ '------.PLAN 3R lay' F.F.=98.5 �:, - - �,� u �``� _� --- - - + - Q u- , �� => P.E.-98.0 a /� ) �' Fps �, �; 2: 1 �.� PLAN 2R � �v , ; I ��� .� � ` �-- I �'t ' z Ln � I 4 I 17 �, 6 1 C 4 _i 0� ~rte I �_ �• - - _ -. �_ 3: 1 2/ ! J(�-- -5 LLJ LL_ 30 FL 91 LIMIT OF WORKr ..� ......._.---- ten` `�J, - 1 € 0�' _ Lc.86.F3 I ;. , ' 4 P ,t 1 - - r i , II y. I I - 1 � � io �, ,. E SLEEVE-�11 TC � '� Z--,� T� -?�:� r� ._ Y 11 I 17 25f 1069 Sr 752 5f ' � II v32 5f 1 �` LIMIT OF W ' RK ruo! II STALL MAMLMC M P'ARKIIIAY 1'-6' BACK df iGURd PAGE v-! Z� PTE `-,1-ELME �;i � II H 6• �j �/� WIRE P" �i .� - a , - _ _ 8 .9 1 > f _ c cy- N 1 i 00 00 E 0000 41 r ' y 4 �� I I i Q II II -? 4 I �� Q + I ! t I + w Lr- G.F.F.=82.5 \ �, �� { ( �' 04 00 Li ; 1 j L� + I U- - 1 tea; '�" 1 ." ,c + t� I _ 8 z * 61 r- ? 7' / i. �� - - y -------- ------ -- ---- . .. d) MAINTENANCE RESPONSIBIUTY MAP ; { } NDSCAPE AREA THIS SHEET I -Lr W a f�661 �. 1R155M CALCULATIONS '' -- SGht 40 PVC SLEEVING GFtART XERISGAPE ASSESSMENT SYSTEM SUMMARY NATER METER * 1 O ! ■ POINTS REFERENCE ! ` ' 1-1/4• SLEEVE 1-3 WIRES 1/2' FIFE DIRIGATION CI•OINT VALUED CLAIMED C511EET #/REF V) MXVATION c l I 2 a ! STATIC PRESRW 130 -140 P.S1 V _ 1-1/2' SLEEYL 4-6 WIRES 3/4 PRL L LOW GALLONAGE ICIhGAT10N SYSTEM 20 L-2/1 ��� � NFOj 4GWD-RANDY An .--_.-__. ....... ..___�__ . , _�.._ ____.__ 2. AUTOMATIC CONTROLLER 20 L-2/2 PHONE SER' C909) 987-2891 2' SLEEVE 9-15 WIRES 1' "E DATE OF NFO= 17/q& ___. . _ - ...._ .._ ___ -.__- _ 3. DESIGNED TO WATER PLANTS BY WARRING NEEDS 10 L-2/3 � 2-1/2* SLEEVE 16-24 WIRES 1-1/4* PPE 4. SOA. MOISTURE SENSORS - - �OTL CONTROL VALVE • 11 SRL, 1 S. RAM SENSORS 'S L-2/2 3' SLEEYt 25-35 WIRES 1-1/r PI'E MUXRNUM DEMAND -----__ ___..-----.----_-.-_. ---_.._ _ _._---_..____ G. WIND SENSORS - - ELEVATION OF HK:I'IEST MIEAD� 9 4 4' SLEEVE 36-50 WRES 2 - 2-1/2' PR 7. SENSITIVE TO SLOPE FACTORS S l-2/3 MtESSURE AT R.G.V. 45 F.S1 CREGULATED) ----...-.. _ .....__.._----._...__.._._.._... ....._......_._......._.....__...__..-..- B. RECLAIMED OR RECYCLED WATER 6' SLEEVE 51-100 WIRES 3' - 4' WE TOTAL FONTS GLA 402 � QTY_ SIZE If'�I P 51 LOSS NOT TO SCALE 1 2' WATER METER 1.2 IRRIGATION EQUIPMENT LEGEND 1 2• R.P. BACKFLOW its 1 11 FLAW METER And___ 5YM DE5GRIPTION MANUF MODEL P51 GPM RADIU5 NOTES 1 1-1/2' MASTER VALVE 1256 3 2' GATE VALVE A7 0 POP-UP SPRAY SPIMER RAN DRD 1x12-SAM-PR5-U-15H 30 I.DB 15' AD,AJST AS REQURED. SEE•DETAL A SHEET L-8 678 L.F. 2' MANUNE L_47_ 6 POP-M SPRAY SPIMER RAN DIRD 1812-SAM-PRS-IJ-15Q 30 .93 is' AD46T AS REQURED. SEE DETAIL A SHEET L-8 1 1-1/2' R.G.Y. ASSE IDLY 11� _ --- --- _..-. - - ----____- - ----- _ _.. . - - 222.2 - _..- .. -- �- 1 2' PRESSURE REGULATOR 4= 0 POP-I.P SPRAY SPIdM V RAN BIRD 1812-SAM-PRS-I3-VAN 30 VARES 2W ADJJST AS REQUIRED. SEE DETAIL A SHEET L-8 1 TOTAL LATERAL LINE LOSS 207 ------------- ._._, - ,_ _ _. -- _ ._.--_-. . e POP-U' SPRAY SPIll Ln RAN No 1612-SAM-PRS-DH 30 32 W AD.A/5T AS REQUIRED. SEE DETAIL A SHEET L-6 60 LF 3/4' LATERAL LINE ------ - __......��....... 20 LF 1' LATERAL LINE 2222 . 2222..-...---._____.... ... . .___..._ -2222__2222.------------- ----..-_2222 2__22.2-._2222---.. 2222.-- --_ _ - _ _. -------- _. .- ------------------- O POP-{A• SPRAY SERI' " RAN DRD 1812-SAM-PRS-6Q 30 .2G 8' AD.AIST AS REQUIRED. SEE DETAIL A SHEET L-6 10 LIF 1-1/4• LATERAL LINE - ----------------.._._._...___ __ - ---------------------11_-----22-2222 _ ...._._........_....._...................-....._2222.-.-....._................. _2222. _222.2.-2222-.......2222.-.._. _222 .........--._...... O POP-{Jr SPRAY SFICN(In RAN BIRD 1812-SAM-NRS-6T 30 .35 8' AD.AIST AS REQUIRED. SEE VITAL A SHEET L-6 10 LF 2' LATERAL LINE e POP•U' SPRAY 5fR"gn RAN 5" 1812-SAM-FR5-1S5ST 30 1,21 4K= AD,AIST AS REQUIRED. SEE DETAIL A SHEET L-6 ELEVATION CHANGE +7.71 e POID-W SPRAY SPRINKLER RAN mm 1812-SAM-PRS-MST 30 J.1 4K15' ADJJST AS REQUIRED. SEE DETAIL A SHEET L-6 _ _ _ _ . _......_.. -2 2__22. ._ _2222_ _. ___.- . ____ . _.. TOTAL SYSTEM LOSSES 44.73 POP-UP BUDDLER SPR 9UT RAN DIRD 1+106-FA-110-1401-SNI-FRS 30 .2S - AD.AIST AS REQUIRED. SEE DETAIL A SHEET L-5-M PER SH" PRE55URL TO OPERATE hKAO _ ---- -- - . _ _ ----- -- _.------..-.-. ® FLOW METER DATA INDUSTRIAL 220E 1' (GAL5EN5E *tM-2) NSTALL PER MANY. REG.. SEE DETAIL D SMELT L-8 ----- 1/27/99 1ST CITY PLAN CHECK _.._. .. _._.-..__-- _ .-... _--__. .. ._ ______ ____.___ _--.-.-.. TOTAL PRESSURE REQlWD 74-73 CTl-16DR-ANT-1 TP-1. TP-110 -_ LOWEST STATIC P.SJ. AVALADLE= 130 C TTY ® °.�� G0"�Ou-� ��"� w15D-Z4ssn2 x _ ._.__ __-_u _ _� �i°� �. �'s __ DESCRIPTION OF REVISION GATE PRE SET PRIES. REGUL VALVE (45) APPROVED Q 0"-000MM VALVE RAN DRD 33-DW SEE DETAIL D SHEET L-6 RESIDUAL WATER FRESSM: x.27 -. _ .. ------- --- _ __._..--. -- ----- - --- ---22.22 _22_22._ __ - __. ___ _ __ __ _ _ rnROM METER-NOT REGULATED) CITY OF RCUCAMONGA �- GATE VALVE WATTS 2' 403-RT-RW SEE DETAIL E SHEET IL-6 !9 IRRIGATION CONTROL VALVE RANDRD EPD-GF-PRS-D-SQE AS SM10fi1 SEE DETAIL F SHEET IL-6. SET REG. AT 43 IS LANDSCAPE ASSESSMENT DISTRICT '® IRRIGATION MASTER VALVE SUPERIOR 3100 11/2. NORMALLY OPEN-ELECTRIC INSTALL N FLASTIC VALVE BOX I" MANY. REG. -_. _ _---------------------- TRACT NO. 13951 N--------------- R. P. BACKFLOW PREVENTER------- fEDGo 825-Y-ev W/STRAINER-2' ----------- SEE DETAIL G SMEET L-6 0- ----------PRESSURL REGtA.ATOR -------------_weans- ­ 2---------50o SEE DETAIL H SHEET L-6-SET AT 90 PSI ------ IRRIGATION PLAN ® PROPOSED 2' WATER METER BY OTHERS CONFIRM SIRE AND LOCATION _ ---�__--_r._._.__�._.._-________-_.-_.__ _---_________ ____-_ N/3 OF WAN AVE., E/S OF BERYL STREET 2' GL. 315 FVG MAINLINE APPROVED -BURP MN. 18' INSTALL PER GRY STD S32 --------- Sc". 40 PYG PPE/WIRL SLEEVE APPROVED BURY M. 24'-SCM MR GMART/GiTY STD 533 OR AS NOTED APPROVED BY: DATE- SGI. 40 PVC LATERAL APPROVED DORY M. 12' - SQL AS SHOWN-INSTALL PER CITY STD 532 CITY ENGINEER R.C.E. 0..2Y�S3 - ---------- -- _ lANDERGROVMD •ERMiCE ALERT -.. VALVE NUMREIR -- _T __.__.-----_--_-- -_._.-.--_--._----_2222._ - � T• � DESIGN '* �*^g -�- VALVE SLZE VALVE DEMAND `'r� i0 S.T.B. LANDSCAPE P E M M E N CAW T"L PIeR 636 SF S.F. AREA IRRIGATED �' 422-4188 fE�R M SHEET L-8 FOR � DUALS * do" * CADD >G AT1i011 ool+sutr L-5 OF 11 o- FEFER TO SHEET L-10 FOR FRIC'�ATION WECIF91CATIMS ` �� r,L ��' c�,E :E c' `,� Is..�...>~..� ..�.,�. DRAWING Nc. � wonKlla snrs �el� Par! e� PROJECT SHEET NO.---___- OF ------ u rC' 4 �: � — r2 Cl <y CN 1 / I 00 I I , z L _._ ___ .I N r' 1f _ ! Q nj ' 1 00 00 `' 1 17 I 1 1 /i i 'j75 � � j t;' �� J 1 a_ �- ( k t ' 0) vr 1 - N 89'40'02" E 2°4.25' __ _ i —.. IN ILit. .A w �.... _ T p�,F WORK Z rLANT1NG NOTES i ---— �____ L C40NTRACTOR SMALL NO11FI THE CITY AM LANDSCAPE 1�1MT Of SM G OTICINS WHICH PREVENT INSTALLATION FER PLANS AND 5PECFIC.ATIONS. CONTRACTOR SHALL BE 11 ' LIMITS OF WORK IBL ONSE FOR REMOVING AND RE-INSTALLING IRRIGATION EQt1MZNm MIGT. a -.� El REPLANTING AREAS WH ARE NOT INSTALLED MAN N AND SPECIFICATION. Z. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOL FRmRATION. -VMS PLANT PIT REQI�MEWS. STAKING AND BACKFILL REQUIREMENTS. TRAINR VS TO WALL PAGE AT CORNER -- ------- - - ---,.--_ _ _ _ __ ', ' 3� CONTRACTOR SHALL FAMI IARME HIMSELF/HERSELF WITH ALL UNDERGROUND UTi.ITIE5. _ PIPES. STRUCTURES. ETC. AMD SHALL TAKE SOLE RESPONSIBILITY FOR THE + REPAIR MPLACEMENT, AT NO COST TO THE CITY. ANY DAMAGE OF SAID U D"GROUND 41 FACILITIES. 4. NO PLANTING SHALL BE DOW UNTIL ALL OPERATIONS N CON,AA'IG" WITH THE INSTALLATION OF THE 5PRN!(1.ER SYSTEM HAYS BEEN COMPLETED FINAL GRADES HAVE BEEN ESTABLISHED. THE PLANTING AREAS HAYE BEEN PROPERLY GRADED AND PREPARED K) AS SPECIFIED. AND THE WORK APPROVED BY THE CITY. ?; hI z (D 9. ALL PLANT MATERIALS SHALL DE APPROVED FOR QUALITY BY THE CITY /IMO LANDSCAPE ; >` ';�� i Y Q II ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL / �< �.� I L -- -- - -� BE SUB.[CT TO APPROVAL BY A REPRESENTATIVE OF THE CITY I" TO EXCAVATION. II 78 I - � . •? � �s i W LL . .F. . LL G.F. G. CONTRACTOR SHALL BE RE5PONSKE FOR ALL REFARS AI'ID/Olt; REPLACEMENT OF ANY { I Y_.____ `�__ j __1_________ I ' i v0 DAMAGED LANDSCAPE AREAS BEYOND THE LM OF WORIC. THAT 15 A DIRECT RESULT OF I I► ;: ( 1 2JI ( i- —` f _ ; ,i THE CONSTRUGTRON AND/OR HIS SMONTRAGTOR. REPLACEMENT ITEMS SHALL BE EXACT ;' i ► ct DUPLICATE OF ORIGINAL WORK OR PLANTS. UNLESS OTHERWISE APPROVED BY THE CITY. I { \ / I 1 i I T. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PtIRFOSES ONLY. FINAL QUANTRIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED _ t _ PLANT SPACING REQUIRED. ' 22 , , . ► a WHETNEVER SHRUB/GROUNDGOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC ;f PLAN / ' I __ _�_�_ 'v ____-_.__ ___...___T APE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS. A CONCRETE HEAD" IL 241 \ } '�_ . - ---- __._ _...__ _----- - -- REQURED. "SUANT TO CITY STANDARDS AND DETAILS HEREON. 1 GLEAN-Ur SHALL TAKE PLACE ON A DAILY DA515 UNLESS OTHERWISE APPROVED BY TME CITY. I I I \ 10. THE FOLLOWING SOL AMENDMENTS ARE FOR BO PURPOSE$ ONLY. MOL SOL LIVOR ENT I I h� O \ I ;/ O TYPES AND QUANTITIES SHALL BE BASED ON SOL TEST RECOMMENDATIONS CSEE WRITTEN I h� SPECIFICATIONS). SOL AMENDMENTS 6' INTO THE SOL AT THE REQUIRED RATES PER LOOP SQ. 4 CT. NITROGEN 5TABIL2ED SAWDUST PARTIAL PLANTING LEGEND I I 120 LBS. GITSUM O123 L155 GRO-POWER PLUS 11 LANDSCAPE AREAS SHALL RECEIVE 4. OF WOOD CMP MULCH UID'ER ALL TRIEES AND I I SYMBOL I SIZE BOTANICAL/COMMON NAMES ( 1 SHRUBS. AND BLEND INTO EDGES AT GROLINDGOVER AREAS. PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. I I \ CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE STREET TREES AND PLACEMENT. MULCH IS AVAILABLE FROM NTRAVAIA. L"D. CA C04M 982-6713. Rif GAL GNNAMOMUM GAMPHORA / CAMPHOR .00 i _3'f" I I ` �, MAINTENANCE RESPONSIBILITY MAP Rb GAL P. MOTR TA D. 'COPPE"01C / BRONZE LOfAJAT XERISGAPE ASSESSMENT SYSTEM SUMMARY I I ` FOINT5 REFERENGE I Icn � � t5 GAL GCi.IEICA PARVIFLORA / AlJSTRALIAN WILLOW LAf WWAPE CI'ONT VALUE) CLAIMED CSMEET #/REF V) I I ER 1. WATGONSERVING PLANTS 20 L-4/1 1 I I I " • _ ! 2. TURF LIMITED TO 257_ 20 L-4/2 2 3. PLANTS GROUPED BY WATERING NEED 10 L-4/1 1 Emu_ _- - is GAL LAGERSTROEMIA 1. F. nMOGEE• / CRAPE MYRTLE 4. HARDSGAPE (NON-IRRIGATED) SURFACES 10 L-3/5 3 M y I r S. PERMEABLE PAYING - - 125 511RUB S G. LOW-WATER TURF VARIETIES I - 7. MULCH FROVIDED IN NON-GROUND GOV" AREAS 5 L-4/3 3 I S. SOIL AMENDMENTS 5 L-4/4 4 4 J 3 GAL JUMPERUS 5: BUFFALO' / BUFFALO .AGER 23- J a I I _ TOTAL POINTS CLAMED, M 24 =m ,^,�� ® 9 GAL LANTANA G. 'DWARF WHITE' / WHITE LANTANA I I i 0 S GAL MRAMOR'1A REPENS / GREEPNG MIAHIO'NA LANDSCAPE AREA THIS SHEET — — O 3 GAL NANDINA DOMESTIGA / HEAVENLY BAMBOO { I O I I ' 15-1 4 �:� NOT TO SCALE • B GAL PMORMUIM T. TCM TMtM / TOM THUMB MAX DESCRIPTION O F REVISION DATE APPROVED _---- 4 B G1L PHORMIJI'1 T. 'VARIEGATA• /'VARIEGATED FLAX CITY 0 F RANCHO C U CAM 0 N GA S GAIT PI.U"IBAGO ALR1GlA.ATA / GAPE PLUMIBAGO LANDSCAPE ASSESSMENT DISTRICT - - - - VINES TRACT NO. 1.0.2,5951 �� TI S GAL PARTHENOC15SU5 TRICUSPDATA / BOSTON IVY GROUND GOVERS PLANTING PLAN I I V NOT SHOWN 4' DLTTH WOOD CMPPER MULCH N ALL SHRUB AREAS-AVALABLE NIS OF WILSON AVE., E/S OF BERYL 1 __'? FROM NTKAVAIA, UPLAND. GA. AT C90'D 982-6713 APPROVED 6Y: DATE: 1 4: 1 ,. y CITY ENGINEER R.C.E. N -Aitt tWERGROUND 8MVICE ALERT ,� �' �; ii`y ' S.T.B. s LA.fVDI�CAPE ARCHffE M em a ,� ll ! REFER TO L-7 FOR -� , t—ca00) REFER TO SHEET L—'9 FOR PLANTING DETAK-S �����rJ ,�• LAR .•R �r `- aaa-49aa * � * cA00 1�G11170N aoi+sv�sa�na �-s of >> . _ .� ,� REFER TO SHEET L-11 FOR `��� to am*.m.....k ow"we D R A vNh IN N 0. T" Wewcww ft" wm To.eN __z C U �. wo - PROJECT SHEE: NO.-------- OF --------- P.E.=91 .8 ^� G.F.F.=91 8 gQ, . '-. � G.F.F.=98.0 ± '�� �� r' , � �r ._._.._..-•_-- ------ +/ A-L�,�:PLAN 3R � � F.F._98.5 P.E.-98.0 Z n o 0) ! I i — i —� PLAN 2R I I S , ' E � - F 6 , �_ _-.�� i I 2 CL II II Z: , � C mac---__�-J _ ----- � � `�._�. `l �. l , 1 , -�► C� LZ 04 f Ao LIMITS OF WORK i Q �. Is wool C Ih v� 1 ' p I'. I�i Y J � LIMITS OF WORK /At _ — � (? _ - Np ---------------- I i 00 00 f N I I\ f\ F ! L0 0000 �a ' I Q j 41 Li o- Z r J w Q I f � J � �•�LL- G.F. _.! i ---- --_ - 0Lo 00 L � { 3 I.i Q., )3.� : , I MAINTENANCE RESPONSIBIUTY MAP DSCAPE AREA THIS SHEET PLANTING LEGEND XERISCAPE - t REFERENCE SYMBOL QUAN. SIZE BOTANICAL/COMMON NAMES NOTES _ �` _ STREET TREES 0 a GAL prNaMOMIX'I GAl'IPttORA / GAMPFtoR RANT As SHOWN PPR STD. RAN 301 Aro DET. x + L SHEET L-S b 15 GAL IMMTA 0. 'GOPPERTONE' / WOM LOWAT RANT AT 2f' O.G. PXR STD. RAN SM A14D OXT. K ♦ L SHUT L-9 O4 13 GAL GS"A PA"IFLORA / AUSTRALMN WILLOW RAM AS MMATPO. MR STD. RAN 301 Aro DCT. K ♦ L SHEET L-3 NOT TO SCALE 26 13 GALL LAGXRSTROE A L F. "J5KOGW / CRAPX MVTLX RANT AT 20' O.G. PER STD. RAN 301 APO DET. K ♦ L WIMT L-S StIRUB 5 O ® 31 3 GAL .J'M'ER'US 5.' U)"ALO' / OLPfALO JJV" RANT AT 8' O.G. PER OPTS M.N.O SMEPT L-3 �tKub "Act"& N�D'�+ O ® 116 3 GAL LANTANA G. 'DWaRF NMITL' / WMITT' LANTANA PLANT AT 4' O.G. PER DI:TS MJ1.0 S11EPT IL-3 /1�.,�40 V(� �irl�WB•�b•SHR� I�C.INC,D O1 �: '(b �A�IN GONli1ST�tT W�'TN 'THE. O 107 3 GAL MAMONIA REPCNS / CREPPRG fIAfY0N�1 RANT AT 3' O.G. PER DPTS MN.O SMPPT IL-3 �+P�IN& NO'R'M`IN 'IMB �e"O "'RIE. *pAc I1"ca Ra T VE -ro Vf-CoftAT4;pT— O 0 9Z S GAL NANDINA DOMtSTIGA / MPAVVtY MMD00 RANT AT 3r.' O.G. PPR OPTS M.N.O SMPET L-S K&-K D S C,A P9. (C e Ib 6 L f� ) S"O V t-p aE �tAB0�c eV -tb ALA.-OW Fbft �NT 64t.owT4 TO l-NUcoA-C�} 64%Z 1UE RDDC)C. 1 ST CITY PLAN CHECK 1/27/99 mitts '(�A►VtNC� zFr-ac r IS Tb O • 104 3 GAL MOR" T. TOM TMUMD' / TOM TMUMD FLAX RANT AT 2' O.G. PER OPTS MN.O SMCLT L-S 61GDoRACSIED WN�R.EV�txsSlRt.E To DESCRIPTION OF REVISION DATE A PROVED: ,y� SaF-t'e w -IF�E tcxk caaa� . lO 28 3 GAL PMORMUM T. YARIEGATA' / VARIEGATED MAX RANT AT 6' O.G. PPR METS MA.0 SMPPT L-9 CITY OF RCUCAMONGA Os4 3 GAL rwMeAco At�CUI.ATA / GAR RU'IDAGO PLANT AT 10' O.G. I RETS M]I.0 SHEET L-S LANDSCAPE ASSESSMENT DISTRICT VINES TRACT NO. 13951 PLANTING PLAN r^ fib 3 GAL PA1�5US TlecusnDATA / eosTON nT STAKED-TRAM on WALL AT 13' O.G. N/S � WILSON AVE., E/S OF BERYL GROUND COVERS APPROVED BY: DATES ` f CITY ENGINEER R.C.E. NO.42Y1,03 UNDERGROUND •ERVICE ALERT n �,� T 9vp DES I G N ;; REQ ) 1E O V NOT SHOWN 21.973 SF 4. OCri WOOD GMITPR MULCH IN ALL SM" AREAS-AVALAM INSTALL PPR DETAIL P 5MEPT L-'5 '� T MDI�gAM � rr� S.T.B. AMME= C1� Tau '� FROM f'ITRAVAIA. UPLAND. CA. AT C909) 962-6713 � .,F. C-14 OL *4800) REFER TO L-6 FOR PLANING NOTES DRAWN CADD , • ' ' 422-413' ;a�cerax ooNsv�aexrs 3w wOF REFER TO SHEET L—r9 FOR NG DETAILS 2 25 �� _� r �.,.....,..s.,..e m DRA41NG N„ ,•� •« • �•• •■ - REFER TO SET L-11 FOR NG SPECS. PCIAPI'°o rm- 6 ,.. - PROJECT SHEET NO---------- OF 24" STRONG BOX MODEL N0: SB-2455/120V TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45' ELLS W-POP SHRUB HEAD BODY SET TO SCH 40 PVC MALE ADAPTOR 1/4* ABOVE FINISH GRADE O S SCH 80 PVC UNION AP_ • WATERPROOF FINISH GRADE CONNECTORS OR EQUAL ❑ RAIN BIRD 33 DNP WITH PURPLE Z BRASS OR PVC NIPPLE RUBBER CAP - SUPPLY ONE KEY ROUND PLASTIC VALVE BOX d ELECTRIC CONTROL VALVE *NIL ENCLOSURE TO K GROUNDED PER PER 12 QCV'S INCLUDING HOSE COVER ETCHED 'IRRIGATION GATE" I I OWE LICALLEDDE. GROUIDE NDDLORODT ON SWIVELS. STRUCTURE OR Z (CARSON OR EQUAL) S PLASTIC VALVE BOX ---I I CONTROLLER SIDE. HARDSCAPING Z (CAKED 'IRRIGATION ACV' 11=1 I I=III I I=11 = � I I I I 'SCOTCH-LOK" WATERPROOF FINISH GRADE - INSTALL IN R ''1 �H GRADE ETCHSED WITH CONTROLLER I I- I I-)I I I= I _ RE0 CONNECTOR OR EQUAL PLANTER BED ONLY a � AND VALVE SEQUENCE I-1 I I I I�I I PIG TAIL EXPANSION FINISH I I 1 I 18 8 „j FINISH GRADE IRRIGATION CONTROLLER LOOP (MIN.24- LONG) GRADE I I i i i i 3•-e X 3'-e' X e' CONCRETE :: . :. : - • i=i �`i � i i BALL VALVE - 1 1!2" OR, SMALLER WITH _ _ _ _ ••a STAINLESS STEEL HANDLE II WIERPWIRE PRRONOF MIN. I I 1 I 2X FOOTING INSTALL A MINIMUM of T _ _ _� ? • ESILIENT WEDGE - 2" Ok LARGEP. W TH _ PLASTIC VALVE BOX (CARSON OR ECTONS , 3' ABOVE GRADE AND SLOPE -I I I-I I i�( III-I I I�_' SIDEWALK N I I� I I EQUAL} WITH PLASTIC INTEGRATED W/SCOTCH-LAK _ •` io i� TSP TD DRAIN AT ►NNI�1 1 2x. I I�I I-I =I I I�I I-III-III- TE VALVE 2" OPERATINi; NUT z MOt$TURE LOCKING LID. PLACE AT GRADE IN "a -I I TURF AREAS AND 3" ABOVE IN CONNECT -y: SCH 40 BRASS NIPPLE 12" 111-M I I -IIF F I I-1 I I-)I I _z EPDXY COATED - oeo SENSOR PLANT BED --- --- , p I COMMON WIRE/CONTROL WIRES IN SCH 40 BRASS 90• ELL -I I I I= VALVE � REQUIRED IEXPANSIONI- I I III I I 3' SCH.40 PVC CONDOR. -I I I PIG TAIL Nlt 1 � 3' �c SCH 40 BRASS 90' STREET ELL � PIG TAIL EXPANSION MTS LOOP (MIN. 24" LONG) LOOP (MIN.24" LONG) �c (CI�IIITt! _ � STAINLESS STEEL � 120 VOLT WIRE IN RIpD STEEL SCH 40 BRASS NIPPLE - SCREW CLAMP 3 �_ - 8LUE CONDUIT ( LOCAL CODE) 90' SWEEP ELL • 3'24" LONG MINIMUM (3) PLACES 3 2 BRASS ANGLE FLOW ( VALVE W/UNION 14 M POWER SIDE OF CABINET (TYP.)(PER MARES 1 1 00 SCH 80 PVC 90' STREET ELL 4 REBAR STAKE 3/4" WASHED °D 3'.-. RipMASTER CONTROL ANT 1 ENFM ANTPORT EPDXY 24' LONG) .�•y CRUSHED AGGREGATE Z O (w 5 Q.. IIEJIVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF O ACK PHOTO ELECTRIC SWATCH FOR SECURITY I _ 6 :�.o• :�.a VALVEBOX. INSTALLATION/LOCATION r i .o�,o,p . u;p SCH 40 PVC PLANS. AS REQUIRED PER SCH 80 PVC NIPPLE LIGHT PER CITY AND CALCENSE REP. MARLEX 90 STREET ELL 90' STREET ELL FLAW METER ® z c''o-i -I NON-PRESSURE FLuparymOW ELECTRIC METER PER SCE I ` MARLEX 90- STREET ELLS slzF CONTROL 4c COMMON WIRES LATERAL FITTING _ _ CALSENSE CONTROLLER MODEL NO. NON-PRESSURE LATERAL LIVE SCH 80 PVC NIPPLE AS�FLOWE1t METER� REEFER TO CONTROLLER d c•Q + ww -I I I-1 I o- ' �'a I�► TYPICAL (2) PLACES INSTALLATION STD. I� _ - 1 II: I►--, I I{-= i r I r-=T�! ANTI-DRAIN VALVE AS REQUIRED SECURITY LIGHT MINIMUM DISTANCE DOWNSTREAM OF TIMER REQUIRED PER 3/4' WASHED CRUSHED UNINTERRUPTED PIPE (5'X. DIAMETERPLANSFINISH GRADE e. GROUND ROD AGGREGATE BASE SCH 40 PVC SXSXT TEE OF FLOW METER SIZE) PRESSURE SUPPLY PRESSURE SUPPLY LIVE 1. LOCATE HEAD 2' TO 6 FROM WALKS, CURBS, HARDSCAPTNG, MOW STRIPS, 2' SCH 40 CONDUIT I I I I I NOTES: AND EDGES OF LAWN. MINIMJM DISTANCE UPSTREAM OF FOR SECURITY LIGHT MIN. UNE FITTING 1 PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES: 2. USE TEFLON TAPE ON ALL MALE THREADS. UNINTERRUPTED PIPE (ToX DIAMETER VM*4. I I I I I I 120 VOLT WIRE IN RIGID 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING. 1. INSTALL CONTROL VALVES A WNIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. OF FLOW METER SIZE) '' t, STEEL CONDUrT (PER PRESSURE SUPPLY UNE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE o LOCAL 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. }:� �: COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER - VALVE NUMBER. 0 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA 0 CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA R CITY OF RANCHO CUCAMONGA, CALIFORNIA 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED DY. STANDARD PLAN •r APPROVED BY, STANDARD PLAN n APPROVED BY, STANDARD PLAN APPROVED DY. STANDARD PLAN .e APPROVED BY. STANDARD PLAN APPROVED DYE STANDARD PLAN B FLOW METER INSTALLATION C CONTROLLER ENCLOSURE QUICK COUPLING VALVE WITH METAL E VALVE F REMOTE CONTROL. VALVE N'I I'lI A HI-POP SHRUB SPRAY 539 W 516 e - TYPE A 522 STAKE - FOR NON-TURF AREAS 535 s - 3" or smaller 518 SHUT-OFF VALVE & UNION 520 CITY ENGINEER DATE USE WITH STANDARD 3PECNICATKIIfS TOR PUBLIC WORIC3 CONSTRUCTION (. CITY ENGINEER DA USE WITH STANDARD SPE�CI ICATIOMS FOR PUBLIC WORKS OOMSTRUCTION CITY ENGINEER DATE USE WTRI STANDARD SPECIFICATKINS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE 113E WITH STANDARD SPECRICATIOIIS FOR PUBLIC WORKS CONSTRUCTWN 4 CITY ENGINEER DA IPE WITH STANDARD SPECIFICATIONS FOR PUIIJC WORKS COIISTRIICTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTON R.CE. 24953 R.U. 24953 RCE 24953 RCE. 24953SHEET I OF I R.cJ=. 24953 SIEEi I °F I �R,CE• 24953 SHEET I ff I K SHEET i of I SHEET 1 OF 1 a STRONG BOX BACKFLOW ENCLOSURE JSBBC-60AL BACKFLOW PREVENTER ASSEMBLY SCH PARC NIPPLE - TYPICAL s (4) PLACES ROUND PLASTIC VALVE BOX ! CONNEC OR OR EQUALWATERPROOF - COVER ETCHED 'PRESSURE REGULATOR' TENNA PORT (CARSON OR EQUAL) WIRE SERVICE LOOP (LOOP HARDSCAPMG(SEE NOTE 4) EPDXY FANT I rILLED LOCATED CMIAL CAM FINISH GRADE ENOUGH WIRE TO EXTEND WIRE OUTSIDE OF BOX BUNDLE 6' ABOVE GRADE ... t+ a_:. , NIPPLE <. ;f ,„'. � < INSTALLATION/LOCATION CALSENSE CONTROLLER SPLICE 6' THICK X 12' WIDE LOCKING �OPCET�CHREWITHD 'S.B.' -_- ___ _ _ = REPRESENTATAND IVE^LSENSE t�!��� MODEL NO. PER PLANS CONCRETE PAD (LENGTH VARIES - INSTALL CONDULETTE BRASS WYE STRAINER= PER SIZE/MANUFACTURER) _ N I-III I I-III-III- ^ I-III -I I (- INSTALL CALSENSE W/DEEP WP "J" BOX SLOPE TO DRAIN AT MINIMUM , -I I -_ _ TP 110 CALSENSE HARNESS WITH 60 MESH ao- m 120 VOLT DUPLEX -� MONEL SCREEN 2% AT GRADE IN L/1WN AREAS ( I III I I I Z I-I III-I 1 FINISH GRADE 3 IN PLANTER BEDS -III I I��I -III I OUTLET (GFCI) EN TP-1 UNION ElTRANSIENT SLEEVE PRESSURE REGULATOR I I N I-I I I RESET PROTECTION BOARD <.,..:. .:. l REQUIRED FOR Z IEEE _ -III - SPECS.BACKFILL C MATERIAL -III - CLEAN BACKFILL - SEE -ir:►..,. r; s:4 - PIPE THROUGH t CONCRETE PAD PIPE TO BACKFLOW - . I-I I I 90X COMPAcnON REQUIRED i-I IIII 9oz COMPACTION REQUIRED FIELD WIRES _ -III NIPPLE - TYPICAL METER� I N FROM WATER SOURCE - �(2) PLACES BOX. CARSON OR EQUAL 12" X 18' GREEN PLASTIC METER F] I PROVIDE 6' MIN. OF SAND z I-I NON-PRESSURE LATERAL UNE: � SCH 40 PVC MALE Flow -_ -III TRENCH BEDDING AND SHADDING 2 I I I I- SCH. 40 SNAKE PIPE IN 90 . X COMPACTION I I= ADAPTOR .I-T . 3` a o _ REQUIRED :t: rI III I I I III PRESSURE SUPPLY LINE: :f II 1 IITII.- _ III- I I-I III- PIPE IN TRENCH .�. ,;:' - SCH. 40/CL 315 SNAKE ��). ,�o-�^ I I I �� - NOTES: TO METER J -:1: • � 1=i ( ad 11AIIh •:i :•:,. •:. LINE TO SYSTEMS I = ' =If _ _ - SIZE PER PLAN INSTALL CONTROL WIRE SLEEVE - L _ 9, pb.o I-III . . 1. INSTALL CONTPOLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL ADJACENT TO PRESSURE - CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR CONTROL WIRES - BUNDLE CONCRETE THRUST BLOCK 1 I' 1 - -III-I III- SUPPLY UNE -III-I PRIOR TO CONSTRUCTION. it PER CCWD STANDARDS TYPICAL (4) PLACES - I IIs- - N TAPE AT 15' O.C. AND I'a ,l I -�' I__ I • • • • • • • • • -III (-I ( I _ I I-I I INSTALL ADJACENT TO 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN L-RIGID PIPE AND RELATED FITTINGS SHALL BE PER - - - - - - PRESSURE SUPPLY LINE CUCAMONGA COUNTY WATER DISTRICT STANDARDS. 3/4- WIASHED CRUSHED -III-I = _ _ _ PRESSURE SUPPLY UNE -) I I-I I _ I I SEQUENCE OF REMOTE CONTROL VALVES. CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO AGGREGATE BASE _ _ CONSTRUCTION. I ' -III-III-f I -I I _ SLEEVE - SIZE TWICE i I _ NOTES. Z24 ED AND V I I I I-1 I I_ SUPPLY PRESSURE I I III 6" I-III- PROVIDE 6' CIV. OF SAND 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH 1. INSTALL PER LOCAL CODES. BUNDLED IWIRES. T�15 INTERVALS I I I 6. TYP. 1-1 BEDDING AND SHADDING BRANCH WIRE AT OF THE MAINLINE ENCLOSURE. FOR FUTURE USE. PIGTAIL EACH ORANGE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY NON-PRESSURE LATERAL WHITE AND CONTROL WIRE TO BE RED IN COLOR. STRUCTURES OR HARDSCAPING. �S: 2 CU. FT. PEA GRAVEL 4. COMMON WIRE TO BE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) 1. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. UNE SLEEVE - SIZE TWICE MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. ��: DIAMETER OF NON-PRESSURE 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. LATERAL LINE CONTROL VALVES. 4. ORIENT UNIT PARALLEL TO STREET. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 1. ALL SLEEVES TO BE SCH 40 PVC. NOTE: 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND a> 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 6. DIALEIIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF VALVE NUMBER. 2. PRESSURE SUPPLY UNE: 2 1/2' AND SMALLER 18" MIN. DEPTH SYSTEM PRIOR TO ACCEPTANCE. DISIMILAR METALS. � 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 3' AND LARGER 24' MIN. DEPTH I a STD. NO. 120 (24• MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER •a WHEN MAINLINE IS 3' OR LARGER. STRUCTURAL SECTION). CITY OF RANCHO CUCAMONGA, C/�ULCAMON`GCA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 9 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPRIIVED BY. G REDUCED U 1.1.L'.I� I J R�.J J L R�. STANDARD PLAN ri PROVED BYE STANDARD PLAN a APPROVED BYE STANDARD PLAN �QED BY, I T H PRESSURE REGULATOR VALVE 1 24 VOLT SPLICE BOX J TYPICAL SLEEVING STANDARD PLAN tpAPPRQVED BY. K TYPICAL TRENCHING STANDARD PLAN 533 532 L 524 CONTROLLER ASSEMBLY BACKFLOW PREVENTER. 517 519 540 CITY ENGINEER DATE ,11E WITH STANDARD 3►ECIIICATKNfS FOR ►ueuc WORKS CONSTRUCTION INSTALLATION- TYPE A CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS OOIISIRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRICTION R.C.E. 24953 CITY ENGINEER USF , STANDARD 3►ECIFICATIDf1S FOR ►UBLIC WORITS CONSTRUCTION R.C.E. 24953 RCE• 24953 CITY ENGINEER DATE USE WITH STANDARD SPECtFICAT101K FOR ►UDUC WORKS CONSTRUCTION R.CE 24953 SHEET N tF 1 SLEET 1 Cr 1 SLEET N � 1 SHEET I ff 1 R.CF. .:�,?_3 SJEET 1 OF 1 � DESCRIPTION OF REVISION AF-:G�:oVE CITY [IF RANCHO CUCAMUNGA LANDSCAPE ASSESSMENT DISTRICT TRACT NO. l3je%951 IRRIGATION CONSTRUCTION DETAILS N/S OF WILSON AVE., E/S OF BERYL STREET APPROVED BY: DATEI CITY ENGINEER R.C.E NO 24953 T. TOW S. .R. LANDSCAPE - CAR I TOLL 'REE v+tv .,'� ' IAl109CAT'E A1ACI0TBC14TtE MUGAT10Ii CON3UL1'Alf!'3 - -_ 1-000) * �y * CADD 11 e L-8 �� 42 4128 sr 2725 � - -- le not �BtrwL *w"BBB L ..`+ -Ni--- N[ OF CAI,\ O y ( r. o00 van Ino MFOF K06 DA" 90MM Von ole c Iio. No. rm. W. No. 4" 1668-L NO U C E E _ - �RLi.�E i C� f R NOTES: STORM DRAIN/UNDERGROUND 1. REMOVE NURSERY STAKES UTILITIES 2. STAKES TO BE PLUMB AND OCR ^ PARALLEL. ` 3. STAKE TREE PERPENDICULAR I ^ TO PREVAIUNG WIND. 1 ( t N tMI . 1 I `-/ SIDEWALK UTILITY I 1 v W E J IPOLE S.L. t ) ONE HALF OF SPACING _ i 1 1 �J v S Q�� LIMIT OF PLANTER AREA REQUIREMENT CURB AND GUTTER METER 10' S' \ vl TOP TIE TO SE PLACED AS TIGHTLY COMPACTED 3" BERM TO FORM u \ w LOW AS POSSIBLE ON THE DEPRESSED WATERING BASIN. # * MIN. MIN. TR NK TO Avow FDR ��p TOP OF STAKES BELOW TOP OF ROOTBALL TO EXTEND 2" \ FLEXING OF THE TREE. BUT FINISH GRADE 4" W000 CHIP MULCH.NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL �� �� ORIGINAL GRADE SUPPORT SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. EXTEND 2" ABOVE � TO 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 V R - - - - - - - - - w PLACE TO FORM WATERING BASIN. SCREWS TO 6' LODGE POLES. SIDEWALK n ? 2" DIA. LODGE POLE PINE STAKES FH0 DRIVE S.L. r, �o �� = 12 MAX. WITH WOOD PRESERVATIVE STAIN. I- Q 711APPROACH 0 t. -A I UNDISTURBED SOIL AND 0 DRIVE A MINIMUM OF POS°,ONIy-III-III,;, STAKES OUTSIDE ROOT BALL 11=III I I I=1 I I=1 I I- I I_ 5" CURB AND GUTTER ARBOR GUARD IN TURF AREAS AND 1 (=1 I I (-)I I -I I I -_ -11 5' 10" 10" FRONT YARDS. I I ROOT BALL I -_III= ROOT 8AL1 MIN. MIN. # IN. MIN. TOP OF ROOTBALL TO EXTEND 2" I 1=11 I-I I I-I E UA UNDERGROUND ABOVE FINISH GRADE. _ - - _ _ _ I- - _ III _ _ PLANT PIT TO � (2) TIMES THE -1 - I-II- - PLANT PIT To 8E (2) TIMES THE I=III-= _ _- STRUCTURE eg. TIGHTLY COMPACTED 3" BERM TO FORM I I-I I I�I I-I I I� I I=1 I �I I I I=1 I I WIDTH OF THE ROOT BALL. WIDTH OF THE ROOT BALL. CATCH BASIN WATERING BASIN FOR RESIDENTIAL ANDI I(�1 I� TRANSFORMER VAULT. GROUND COVER INSTALLATIONS. LOCATE OUTSIDE OF PLANT PR. BERMS IN TURF AREAS TO BE REMOVED PRIOR TO CITY - NOTES: ACCEPTANCE. 7 11=1 11=1 11=1 I I 11=1 -1 I I-III-III-I -I NOTE: # 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER f/ TTT TTT T' I- �T TT T _III-III-I I 1=III-I (- 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO UNE.OF.SIGHT - NATIVE BACKFILL WITH NO SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON CRITERIA AS APPROVED BY TRAFFIC ENGINEER. ROCKS KRREATER THAN 3" PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. UNDISTURBED NATIVE SOIL. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. UNDISTURBED NATIVE SOIL 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 FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY ROOT BLL NATIVE BACKFILL WITH NO OWNED WATER & SEWER LATERAL LINES. 1 I ROCKS GREATER THAN 3" DIA. NOTES:. NTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NOTES:. NTANGLE 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. I I I (- I1= I OF ROOT BALL. DO NOT CRACK ROOT BALL. OF ROOT BALL. DO NOT CRACK ROOT BALL. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE I ENGINEERING DIVISION. II_ NATIVE SOIL UNDISTURBED 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY �o STANDARD PLANS. TWICE ROOT BALL WIDTH 0 N CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA 1� APPROVED BY: STANDARD PLAN ro APPROVED BY: M L U L B L E STAKED TREE STANDARD PLAN I` APPROVED BY: , STANDARD PLAN ro APPROVED BY: STANDARD PLAN ,o APPRovEo BY: P 5 I I R U 13 AND G R O L _` D COVER STANDARD PLAN L TREE PLACEMENT 501 O GAL - 24 " B01 502 0 N CO\TAI\ER I I,A\TI\G 506 5 0 CONTAIti ER PLANTING ON SLOPE 507 s SPACING 508 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS C(Y'STRUCTION W C CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONCITY ENGINEER PATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET R.C.E. 24953T ' OF ' R.C.E. 24953 SHEET 1 of t Ir o: R.C.E. 24953 SHEET ' of ' R.C.E. 24953 SHEET ' of ' R.C.E. 24953 6" PCC MOW CURB PER CITY STD. 534 FLAT SIDE UP N CURB MORTAR COBBLESTONE 1^ CASE 1 SIDEWALK ^ 1 COBBLESTONE HARDSCAPE 2% w E 1" OR AS DIRECTEDJ- • ; ( r r' f BY INSPECTOR a ) `) J `w c a S MIN. v 4 4 � i V 4" OF COMPACTED W000 CHIPMULCH. 1 .a 4 a a a a v HARDSCAPING (CONCRETE HEADER, L24" 3" MINIMUM CONCRETE BED *TOP TIE TO BE PLACED AS LOW FINISH GRADE CURB OR WALK EDGE AS POSSIBLE ON THE TRUNK TO TCP RE STAKES � � - 1/2" RADIUS UNDERNEATH COBBLESTONE ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH & GUTTER, SIDEWALK, ETC.) CONCRETE HEADER 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. MAIN TRUNK 12' CROSSINGS) 0 * 2 SETS OF CINCH TIES 6 OR 8o CURB & GUTTER SPACED 24' APART ATTACH WITH EE NOTE FINISH GRADE N 2" MIN. / 4' MAX. RAD. GALVANIZED SCREWS TO 3" CL 12" MAXIMUM LODGE POLES. cv 4`p' 4 4 2" DM LODGE POLE PIE STAKES z M _ _ _ _ I 1-I I I=I I I °'�' I I I=I I I=I TOP of ROOTBALL To EXTEND WITH WOOD PRESERVATIVE STAIN, = I I=I I=III=III= NTO UN- I I I-I I I-I I I-I I I 2 1 I=III I I=I I (-III- b� � 2" ABOVE FINISH GRADE DISTURBED DRIVE A I SOIN. L AND(POSITION - I I-III III-III-III=1 I I=1 I I I I I=1 I I=1 11=1 I I_I I I I=� PLANTER GRADE STAKES OUTSIDE ROOTBAILL -ISI-ISI-ISI-I � � i "'s ORIGINAL 3" BERM TIGHTLY COMPACTED >• s G IN PLACE TO FORM WATERING 3 RE-BAR CONTINUOUS SHOVEL CUT EDGE COMPACTED _ I- a G NATIVE SOIL I I I I-III-I ( I I I UNLESS OTHERWISE INSTRUCTED) G a I BASIN. OUTSIDE OF P SIDEWALK HARDSCAPE JOIN AT RIGHT ANGLES (TYP.) 111 3' MIN. / 4' MAX. RAD. NATIVE BACKFILL WITH _ 1 NO ROCKS GREATER 6" PCC MOW CURB PER CITY STD. 534 THAN 3" DIAMETER /-11 I ROOT BALL NOTES: PLANT PIT TO BE 2)J I I I U 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 COBBLESTONES: MAX. 18"MIN.MIN."6* WITH ONE FLAT SIDE I- I 11A I m I E I 11=111 I INTO EDGES AT GROUND COVER AREAS. 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT I I - Ilagil I t-1- 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. (( I 1 111 -- --)�-� 1 I�--I IPH " 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS D MORTAR. 1 PART CEMENT I i I - 11�1 I�I I�i 1=11 I I I= - 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 NATE -III-I t I-I I I-III-t 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 PROCEEDING WITH REMAINING ROCK WORK. JOINTS AT 20'-0*EO.C.TE HEADER BETWEEN CITY-MAINTAINED TURF AND 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 2. 8" WIDE CONCRETE Nom' 17 GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND t REMOVE NURSERY STAKES o� o) PRIVATELY-MAINTAINED AREAS. EXCESSIVE IRON CONTENT. 2. STAKES TO BE PLUMB AND PARALLEL c 3. CONCRETE TO BE 520-C-2500 MIN. 7. CONCRETE CLASS '520-D-2500. 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. N I Id 10 RC1 b CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA � APPROVED BY: STANDARD PIAN ;P -VED BY: STANDARD PLAN ,o APPROVED BY: .J STANDARD PLAN ,p APPROVED Br: STANDARD PIAN 0 Q MULCH INSTALLATION 509 a R CONCRETE HEADER 534 � COBBLESTONES 542 in 534 TREE STAKING 505 s CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 5 Cm ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR wauC WORKS CONSTRUCTION Sr+EET 1 oft R.C.E 24953 SHEET ' oF ' R.C.E 24953 DESCRIPTION OF REVISION tL iaPE:,)vE R.C.E 24953 SHEET ' ' R.c.E. 24953 CITY OF RANCHO CUCAMONGA LANDSCAPE ASSESSMENT DISTRICT TRACT NO. 13951 LANDSCAPE CONSTRUCTION DETAILS N/S OF WILSON AVE., E/S OF BERYL STREET APPROVED BY: DATE: CITY ENGINEER R.C.E. NO.24963 T. UNDERQROVMD SERVICE ALERT S.T.B. +AY414 APE ARCt•fTECT�3 PALLS TOLL �!� / A'% �~ " "� WIDWAPE AaL�= 110WATION COPISULTAN" 14900) CADD L_g 1Y 422-do9ss 2725 �1• _ 1e am*Mr VA64 B.w m rf of I;AL►E WEN�� !' 1668-yL TNO •OINCON OAT'!01101r 1/011 BIN PROJECT SHEE l N0._--____ OF __________ SPRINKLER IRRIGATION SPECIFICATIONS 6. When completed and approved, the chart shall be hermetically sealed between two 3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 24% PART 3 - EXECUTION J. Sprinkler Heads: 1 03 Protection PART 1 - GENERAL pieces of plastic, each piece being o minimum 20 mils. cadmium, solidus of 1125 F, and Ipuidus at 1145 F. sprinkler heads as on Me AN finished concrete work shah be barricaded to traffic for three 3 3.01 OBSERVATION OF SIZE COF1DR10115 I. Install the designated Orowings. Sprinkler treads to las be placed irrtediot otter concrete finish: Contractor shall famish ( ) �• �0� shah 7. These charts shod be completed and approved prior to the final Fell observation of F.Volves: installed in this work shall be equivalent in all respects to those itemized. own barricades. ely after shah be r for place and remove all of his 1.OiDESCRIPTION Me iry;golion system. A. AN scaled dimensions ore The Contractor shall check and A slnvites � 1.8d Vahrs 1i and smaller dimensions and receive r'� all size responsible any gadded o new construction and D.Operation and Mointenance Manuals: ( ) approval from the City of Rancho Cucamonga prior to proceeding 2. Spacing s d Mads scan not exceed the inu mire it monde on ith Drawings. 1s no � � City. replacement or of the work shah be mode without added Cost to the and instoN the Irrigation System as shown on the Drawings and described herein. with work under this Section. core shah the spacing exceed the maximum recommended by the manufacturer. a. Ball valves shall M o 125 Ib SIfP brarte valve with threaded ends and MtoN 1.04 Mean-up 1. Prepare and delver to the City of Rancho Cucamonga *Mint ten cokndar Boys prior be equipped with a stainless steel handle. 8. Exercise extreme care in excavating and working near existing utilities. The Contractor shall 1 3.04 TEMPORARY REPAIRS 8. Standards M work and material s shall comply with governing codes, minty orders, to completion of construction, two hnord-cover, three ring binders containing the b. Boll valves shall be similar to those manufacturer by Nibco or approved be responsible for damages to utilities which ore caused by his operations or neglect. Check Upon completion of all concrete work and before find acceptance, the Contractor shall remove ON atcndords, and regulations, and meet the minimum requirements of the Standard following information: equal. existing utilities drawings for existing utility locations. The City reserves the 69M to nuke as neo to tools, surplus materials, apparatus, debris, etc. from the site and the site shoN be left in a clean, neat Specifications For Public Works Construction (Green Book) latest edition. � Y � P condition acceptable to the Cit c. AN Boll valves shall be installed per detail. equipment in operating condition. The exercise of this right by the City shall not relieve the eP Y o. Irtdex sheet which states Contractor's name, address, and telephone mxnber, C. Coordinate installation of sprinkler materials including pipe, so there shall be no interference Contractor of his responsibilities under the terms of the quarantee as herein specified. 1.02OUALITY ASSSLIRANCE & REQUIREMENTS and which lists each installed equipment ael it d material including Hanes 2.Resilient Wedge Gate Valve (2' and 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 AL Permits and Fees: The Contractor shall obtain and par for any and all permits and all b. Cdabg and parts sheets on every material and equipment item installed a. Resilient Wedge Gate valves shall be epoxy coot and equipped with o 2' D. The Contractor shah carefully check all grades to satisfy himseH that he may safety proceed observations as required. under this Contract. operating nut. before starting work on the irrigation system. Were it is necessary to excavate adjacent is existing trees, the Contractor shah use all possible core e. Guarantee statement. b. Resilient Wedge Gate valves shall be No. 403 RT-Rah as supplied by Watts to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur 8. Manufocturer's Directions Manufactures directions and detailed drawings shall be d Complete operating and malnternnce instructions ac all major equipment. or approved equal. 3.02PREPARATION shall be done by hond. AD roots two (2) inches and larger in diameter, except directly in the path followed -n all cases where the manufacturers of articles used in this Contract furnish c. AN Resilient Wedge Gate valves sholl be installed per detail. of pipe or conduit, shall be tur►neled under and stall be heavily wrapped with burlap to prevent directions covering points not shoMn in the Drawings and Specifications. 2. In addition to the above mentioned maintenance morruols, provide the City's Aal personnel with instructions for ma Physc ": scoffing or excessive drying. Where a ditching machine is run close to trees having roots smaller maintenance C. Ordinances and Regulations: AN kcal, municipal and state lows, and rules and r Dors major equipment and show evidence in G.Ouick Coupling Wolves: than two (2) inches in diameter, the wall of the trench adjacent to the tree shaft be hall trimmed, X10 Pa regulations writing to the City of Rancho Cucamonga at the conclusion of the project that this 1. Prior to installation, the Contractor shah size stake out all pressen supply Mees, making clean cuts through. Roots one (1) inch and krrger in diameter shuslh be pointed with two coats governing or renting to dry portiol of this work are hereby incorporated into and made a service has been rendered. 1. Quick coupling vdves shah hour a 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 four 24` hours; and al these Specifications, and tneir jac twenty- port Spec provisions shall be carried out by the Contractor. pressure of 150 P.S.I. where this is not possible, the side of the trench dbjocertt to the tree shah be kept shaded with bump Anything contained in these Specifications shall not be construed to conflict with any of the E.Equipmemt to be Furnished: 2. AN layout shall be opproved by the City of Rancho Cucamonga prior to installation. or canvas. above rules, regulations, or requirements of the some However. Then these Specifications 2. Quick coupling valve shall be aperobhe with a quick coupler key. Key size and type and Drawings call for or describe materials, workmanship, o, certrruction of a better 1. SuPPIY as a part of this contract the following tools: shaft be as shown on the Drowings. evater Supply: 3.06 FIELD OUALITY CONTROL. quafity, higher standard, or -urger size than is required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence.. a. Two2 ( ) sets of special toils required for removing, daasstntDlinq and H.Boclfiow Prevention Units: 1. The Krigoticn system shuad be connected to wafer 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.Explanation of Drawings: b. Two (2) four-foot valve keys for operation of gate valves. 1. Backflow, prevention unit shah be of size and type indicated on the irrigation 1. The Contractor shall flush and adjast all sprinkler heads far oplimnm perfarnance c. Two (2) keys for each automatic co rtrofler. drawings. Install backflow prevention units in accordance with the Drawings. 2. Cwrmections shall be mode at the approximate location(s) shown on the Drawings. and to prevent avers" onto walks, roadways, and buildings as much as possible. 1. Due to the Scale of the Drawings, A is not possible to indicate ON offsMs, fitting, d. One (t) quick coupler key and matching hose swivel for every five (5) or The Contractor is responsible for minor changes caused by actual site conditions. sleeves, etc., which may be required. The Contractor shall carefully investigate the froction thereof of each type of quick coupling valve installed. 2. Wye strainers at backflow, prevention units shall hove a bronzed screwed boy with 2. Hit is determined that adjustments in the it igation equipment will provide proper structural and finished conditions affecting all of his work and plan his worw 60 mesh monel screen and shall be similar to Bailey1008 or roved accordingly, furmisi,ed such fittings, etc., as may be required to meet such conditions. 2 The above mentioned equipment shall be turned over to the City at the conclusion approved equal. C.Ekctricd Supply: and more adequate smrage, the Contractor atoll make such adjustments prior to Drawingsare generally diagrammatic aril indicative of the work to be installed. The planting. Adjustments may deo include changes in nozzle sizes and degrees of arc gen ly 9 of the project. Before final observation car occur, evidence that the City has 3. AN pressure main fire piping between the point of connection and the bockflow 1. Electrical connects for any all all automatic contrallers shall be made to electrical as required. work shall be installed in such a manner as to avoid conflicts between the irrigation received material must be shown to the City of Rancho Cucamonga. preventer shall be installed as required by local code. The Contractor shall 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 3. Lowering raised sprinkler heads by Me Contactor shah be accomplished wiltrin ten 2. AN work tolled for on the Drawings by rates or details each be famished and 1.C4PRMICT DELIVERY, STORAGE ANO HANDLNfG to start of construction. Submit shop drawing for approval. 2. Connections de shall be moort the approximate location(s) shown on the Drawings. (10) days after notification by the City. instoalkd whether or rat specifically mentioned in the specifications. A. Handlingof PVC and fittin The Contractor is cautioned to exercise core in The Contractor is responsible for minor changes cause � gs. hondftrng, I.Check Valves: sP g by actual site conditions. 4. Ad heads shall be � sprinkle, perperndcular to finished grades artless otherwise loading, urdooding, and stcwin5 PVC pipe and fittings AN PVC pipe shall be transported in 3.031147ALLATION designated on the Drawings. 3. The Contractor shah not wuM* install the rngotxm system as shown on the a vehicle which allows the length of pipe to fie flat so as not to subject it to under bending 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze 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 Trenching- 5. Rain Bird EF8-CP votes will be set per manufacturers specification so flat each discrepancies in area dimensions exist that might not have been considered in damaged will be discarded, and if installed, shall 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. Dq trenches stroigM and support pipe conthiloursly on bottom of trench. Lay pipe the City of Rancho Cucamonga. In the event this notification is not performed, the 1.05SUBSTIMIONS 2. Anti-drain valves shall be of heavy duty virgin PVC construction wit F.I.P. thread to an even grade. Trenching excavation shall follow layout indicated on the B testing of Irrigation System: Co.itroctor sholl assume full responsibility for any revision necessary. inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve Drawings and as noted. 1.035118k1fTTALS A. H hes the Contractor wisto substitute any equipment or materials for the equipment or shaft be field adjustable against drowout from 5 to 40 feet of head. Anti-drair valve 1. The Contractor shah request Me presence of the City of %let o Cucamonga, in . materials listed on the Drawings and Specifications, he may do so by providing the following shall be similar to the Volcon "ADV" or approved equal. 2. Provide for a minimum of twenty-four (24) inches cover for ad irrigation Maes writing at least 48 hours in advance of testing. information to the City of Rancho Cucamonga for approval installed under paving or hardscaping. c P� 1�� per �t incb and A-Material lust: J.Conttrol Wiring: 2. Test oft pressure Anes under d 150 1. Provide a statement indicating the reason for making the substitution. Use o separate 3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply Anes prove watertight 1. The Contractor shall furnish the articles, equiPm'ent, moles , or processes specified sheet of paper for each item to be submitted 1. Except as rated otherwise, corrections beitween the outomatic controllers and the of three (3) inches or larger in diameter. by name in the Drawings ord 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 lines shah occur prior to WMalliation 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 wiringinstalled in control wire conduit within structure shall be made 4. Provide for a minimum of item to be substituted. eighteen (18) inches cover for all pressure sappy fines of control valves. 2 C material list Shah be submitted with AWG-?W solid copper wire. Pilot wires shall be a different color wire for each two and one half (2t') inches or smaller Complete prior to performing any work. Material lid automatic controiler. Common wires shall be white with a different color stripe for 3. AN piping under paved area shall be tested under hydrostatic pressure of 150 pounds shall include the manufacturer, model number, and description of all materials and 3. Provide the amount of cost sovmgs if the substituted item is approved. each automatic controller. Install in accordance with valve manufacturer's 5. Provide for a minimum of twelve (12) inches for all ran-pressure Anes. per square inch and proven watertight prior to paving. equipment to be used. Although manufacturer and other information may be specifications and wire chart. In nc case shall wire size be less than 114. dillevent, the following is a guide .o proper submittal format: B. The City of Rancho Cucamonga stall have the sok responsibility in accepting or rejecting 6. Provide for o minimum come of n 18 inches for all control wiring.' 4. Sustain in km for not less than six 6 hours. K leeks eighteen ( ) ng. Pressure ( ) dfevelop, replace Here No.DexriacturerModel No. all submittal item as an approved equal to the equipment and materials listed on the 2. Wiring shaft occupy the some trench and shall be installed along the same route as joints and repeat test until entire system is proven watertight. PlionManuf Drawings and Specifications. pressure supply, or lateral fines wherever possible 7. Refer to City Standard 120 'Trench Repair" when within City streets susceptible to 1 Backflow fkevernter Febco 825-Y-8V traffic loads. 5. AN hydrostatic tests shah be made only in the presence of the General Contractor and 1.DWIARANTEE 3. Whore more than ore (1) wire is placed in a trench, the wiring shaft be toped together the City of Rancho Cucamonga. No pipe shoN be backfilled until A has been 2 Automatic ContrDfler Colsene ETi-DR at intervals of fifteen (15) feet. 8.9w.kfillinq: observed, tested, and approved in writing 3 Master Volve Clayval 136-ACSKC A. The guaemtee for the inrigation system shall be mode in accordance with the attached form. 4 Etc. Etc. Etc. The General Conditions and Supplementary Conditions of these Specifications shall be fi'ed 4. An expansion curl shah be provided within three (3) feet of each wire connection. 1. The trenches shah not be backfifted until all required tests are pertormed. Trenches 6. Furnish necessary force pump all all other test equipment. with the City prior to acceptance of the irrigation system. Expansion curt shall be of sufficient length at each splice connection at each electric shall be carehuHy backfilled with the excavated materials approved for backfilling, Irrigation submittal must be specific and complete. AN items "rust by fisted and control valve, so that in case of repair, the volve bonnet m be brought to the consisting of earth, loam, sandy c should include solvent. primer, wire, connectors, valve, boxes, etc. No copies of B. A c of the Guarantee form shall be inck,ded in the P a5 g 9 dy kry, sand, l other approved materials, free from 7. When the irrigation system is completed, ire if a coverage test in Ante presence d monufoct,urer's literature (catalog cuts) ore required as submittal information. � °P�'o"s and "rai"tr"°"ce "n°"uol. surface without disconnecting the control wires. Control wires shaft be laid loosely large clods of earth or stones. Backfill shall be mechanically compacted in the City of Rancho Cucamonga to determine if the water coverage for planting areas in trench without stress or st-etching wire conductors. landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. is complete and adequate. Furnish all materials and perform all work required to C. The guarantee form shoals be re-typed onto the Contractor's letterhead and shall contain the Bocl,fill will conform to adjacent grades without dips, sunken areas, hums or other correct o uacies of coverage due to deviations from the Drawings, or where 3. - The Controctor may submit substitutions for equipment and materials fisted on the followinginformation: I g P ' P g ' Drawings by following procedures as ouNined in Section 1.05 of the Irrigation 5. Ni splices shah be mode with Scotch-Lok X3576 Connector Sealing Packs, Roinbird surface irregularities. the system hos been willfully installed as irndicated on the Drawings when it is Snap-Tile wire connectors., or approved equal. Make only one splice with each obviously inadequate, without bringing this to the attention of the City of Rancho Specifications. GUARANTEE FOR IRRIGATION SYSTEM coxnrector sealingack. 2. A fine P granular materiel backfill will be initiafy placed on all Anes. No foreign Cucamonga. This test shod) be accomplished before any ground cover is planted. 4. Equipment a materials installed or furnished ~. prior approve of the City d We hereby guarantee that the wri�tion system we have furnisled and installed is free from defects 6. Field splices between the automatic controllermatter larger than ore-half (c) inch in size will be permitted in the initial backfill.ad electric control votves will not be 8. Upon completion of each phase of work, the entire system shaft be tested aril 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 yecr K. Automatic Controller: 3.07MNNTEWE 5. Approval of any item, aftemotive or substitute indicates orhy that the product of frorr date of acceptance and also to repair or replace any damage resulting from the repairing or 4. N settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, products apparently meet the requ remen's of the Drawings and Specification on the replacing of such defects at no additional costs to the City. We shall make such repairs or 1. Automatic controfter(s) shall be of size and type sham on the Drawings. lawn, planting, or other construction ore rnecessary, the Contractor shall make all A. The entire irrigation system shad be under full automatic operation for a period of seven (7) basis of the information or samples submitted. replacements within a reasonable time, as determined by the City, after receipt of written notice. !n requvrod 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. final location of automatic controller(s) shall be approved by the City of Rancho 6. Manufacturers warranties sheH not relieve the Contractor of his liability under the of written notice from the City, we authorize the City to proceed to have said repairs or replacements Cucamonga. (;.Trenching and Backfill Under paving: B. The City of Rancho Cucamonga reserves the right to waive or shrxten the operation period. guarantee. Such warranties shall only supplement the guarantee. made at our expense and we will pay the costs and charges therefore upon demand. B.RECORD DRAWINGS: 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each 1. Trenches located under areas where paving, asphairic concrete, or concrete will be 3.08CLEAN-UP PROJECT: TRACT 13951 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 ad six 1. The Contractor shall de ord k to-date a C N,�S OF WILSON AVE., E/S OF BERYL STREET up shall be the responsibility of the Contractor. (6) inches above the pipe) and compacted in layers to 95% compaction, using manual Clean-up shall be mode as each patron of wart pragrrssd. Refuse and excess dirt shall be removed provide cep up- omptete record set of bhxti"e LOCATION: or mechanical tamping devices. Trenches for piping shop be compacted to equal the from the site, all walks and paving shall be bloomed or washed down, all any damage sustained on ozo lid prints which shall be corrected daily, showing every change from the original L Electric Control Yokes: compaction of the existing adjacent undisturbed sal and shall be left in a firm the work of others shall be repaired M its original condition. Drawings and Specifications and the exact installed location, sizes, and kinds of SIGNED: unyielding condition. A I trenches shall be left flush with the adjoining g,ode. The equipment. Prints for this purpose may be obtained from the City of Rancho 1. All 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 3.09FINAL SITE OBSERVATKIN PRIOR TO ACCEPTANCE Cucamonga at cost. This set of drawings shall be kept on the s to and shall be used ADDRESSED: paving work. oMy as a record set 2. NI electric control valves shall have a manual flaw adjustment. A. The Contractor shah operate each system in its entirety for the Gly of Rancho Cocamdwnga PHONE: DATE OF ACCEPTANCE- 2. Generally, piping under existing wdks is done by jacking, boring, of hydraulic at time of final observation. Any items deemed not acceptable by the City of Rancho 2. The Cor&octor shaft make nkat and "Ve notations on the record drawing progress 3. Provide and install one control valve box for each ekct•ic cortrol 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 octuadly iristolled. For PART 2 - PRODUCTS it shall be done and replaced by the Controcto• 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: Permissioi to cut or creak sidewolks anc/or concrete shall be obtained from the City the plan, the Contractor must indicate that equipment has been relocated in a graphic 2.C1 MATERIALS of Rancho Cucamonga. No hydraulic driving will be permitted under concrete B. The Contractor shah show evidence to the City of %ri 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" round box for all gate valves. Carson Industries #910-128 with paviny. received all accessories, charts, record drawings, and equiprnent as required before final site relocated equipment and dimensions will then be transferred to the original record A. General: Use any new materials of brands and types noted on drawings, specified herein, green bolt-down cover or approved equal Extension sleeve shall be PVC with observation can occur. drawing plan at the proper time. or approveduals eq minimum size of six (6) inches. 3. Refer to City Standard 120 Trench Repair when within City streets susceptible to 3. Before the date of to find observation, the Contractor shah transfer all information 8. PVC Pressure Main Line Pipe and Fittings: 2. Use 9-1/2" x 16" x 11" rectangular box for all elea,tric control volves. Carson traffic lands. 3.1OSfTE OBSERVATION SCHEDULE from the "record drawing' prints to a sepia mylor or similar mylor material. Industries 11419-12B with green bolt-down cover or approved equal. D.Assembhes- A. The Gxrtroctor shall be respoxnsiille for nofrfyO the City of Role!ea Cucamonga in odvernic Arrangements shall be mode through the city for obtaining said sepia mylor or 1. Pressure main lee piping for sizes 2" and larger shall be PVC Class 315for the following observation meetings, according to the time Omkotet similar mylor material. All work shall be in waterproof Mia ink and applied to the 3. Use 6" diameter x 8-3/4" dreg round plastic valve box for all quick coupling valves. 1. Routing (A sprinkler irrigation lints as indicated on the Dmwi-qs is diagrammatic. "or by a technical Den made expressly for use on rnylar material. Such pen shall 2. Class 315 pipe shah be mode from an NSF approved Type 1, Garde !, PVC Corson Ind°,ustries # 608-12 with green flex-lock cover or approved equal. "tall lines (and various assemblles) in such a manner as to conform with the details 1. Pre-Job Conference - 7 days be simile, to those manufactured :)y Rapidograph, Kueffel dr Esser, or Faber Caste#. 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 cont,oller requrements as set forth in Federal Specification PS-22-70, with on appropriate 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves inst.dW within 2. Pressure supply, ke installation - 24 hours chart (see Section C) The original mykr "record drawing" plan shall be submitted stonaord d'mensionS.D R. Solvent-weld Pi o the City of Rancho Cucamonga for approval prior to the completion of the ( ) ( �) on-grade landscaped areas. Corson Industries 1 1419-126 with green bolt-down 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own t t cower or approved equal. outlet. 3.Loteral line and sprinkler instaflob t - 24 haws on he C chort 3. Pressure main lee piping for sizes 1-1/2" and sma#er shaft be PVC Schedule 40 with solvent welded joints. 5 Use 10" x 10-1/4" round box for all quick coupling valves irstaded within on- 3. Install dl assemblies specified herein k accordance with respective detail. In 4. Automatic controller installation - 24 hears 4. The Contractor elm# tdmension from two (2) pnrnartent points of reference, such as structure landscaped areas. Carson Industries No. 910-128 withe.en bolt-down absence of detail drawings a Specifications pertaining to specific items ed to build: carriers, sidewalk ed rood intersections, etc., the location of the 9 Ped h Per ctquir ^9 9n� 4. Schedule 40 pipe shah be mode from Ntif approver! Type 1, Grade 1 PVC compound cover or approved equal. complete work, perform such worts in accordance with best standard practice with 5. Control Wirt installation - 24 hours foGowinq items: conforming to ASTM resin specification D1785. WI pipe must meet requirements prior approval of City of Rancho Cucomongo. as set forth in Federal Specification PS-21-70. N.Sprinkler Heads: 6. Pressure supply lee and lateral fine testntq - 48 hetes W Carnection to existing water hies. 4. PVC pipe olid fittings shah be thoroughly obcured of dirt, dust, and moisture before Ii. Connection to existing electrical power. 5. PVC solvent-weld fittings shaft be Schedule 40, 11-1 NSF approved conforming to 1. NI sprinkler heads shah be of the same size, type, and deliver the some rate of instatiation. Installation and solvent welding methods shalt 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. Routing of sprinkler pressure fines (dinlie nsion max. 100' along routing). on the Drawings and/or specified in these special provisions. 8. Find observotion - 7 days e. Sprinkler control valves 6. Solvent cement and primer for PVC solvent-weld pipe obd fittings shaft be of type 5. On PVC to metal connections, the Contractor shoat work the metal conntectio ns first. 1. Routinq of control wiring and locations of all splice boxes and installation methods prescribed by the manufacture. 2. Spray heads shall hove a screw adjustment. Teflon tape ape or approved equal, shah be used on all threaded PVC to PVC, and on oft ve been B. When observations beencorndncted oiler than the City of Now!RaCucarrtongo, show g. Ovicl coupling valves. threaded PVC to metal joints Light wrench pressure is all 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 fallowing makings: 3. Riser unites shall be fabricated in accordance with the details shown on the drawings. threaded PVC connections are required, use threaded PVC adapters into which the i. Other relates equipment as directed by the City of Rancho Cucamonga. pipe may be solvent welded. C. No site observation wW commence without As-Built' record drawings. The contractor a.Irvanufacturer's name 4. Riser nipples for all sprinkler heads shall 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 dale of the final field observation, the Cortroctor shall deliver the b.Nominal pipe size sprinkler body. E Line Clearowe: previously noted corrections, or without preparing the system for said visit. corrected and completed sepias to the City of Rancho Cucamonga Delivery if the c.Schedute or class sepias 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 shall be the same manru`acturer. 1. AN lines shall have a minimum clearance of six (6) inches from each dater 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 conntrof wire C.Con►troller Charts: f.Date of extrus on 0. Sleeving: sleeve(s) which shall be installed adjacent to pressure supply line Parallel lines shall PART 1 GENERAL not he installed direct y over one another. 1ST CITY PLAN CHECK 1/2 7/99 8. AN fittings shall bear the manufacturer's none or heI&T ark, material designation. 1. Sleeving under he-dscape or paved areas for mainline, lateral fires or control wirfiq 1.01 Description 1. As-bunts drawings shah be aprk caved by the City of Rancho Cucamonga before size, applicable I.P.S. schedule and NSF seal of approval. shall be Schedule 40 P.Y.C. or approved equal F Automatic Controller Assembly: DESCRIPTION (]F REVISION DATE C 1 T Y controller charts are prepared. For concrete inMrmatiat refer to Me Standard Specifications for Public tWoros Construction (Green PPROVE C.PVC Noun-Pressure Lateral Line Piping: P. Vadd Resistant Controller Enclosure: Inreretatl as per monufactus instructions. Remote control valves shall be connected to Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, olid 400, as well 2. Proridle one controller chart for each controller segeuerce controller in numerical sequence as shown on the Drawings. as any other section related to the installation, per and past installation of concrete work. materials, CITY []F RANCH❑ C U C A M❑N G A 1. Non-pressu•e buried lateral line piping shall be PVC Schedule 40 with solvent-weld 1. Controller enclosure shall be of size and type shorn on the Irrigation Drawings and labor, and clean-up. The Standard Specifications for Public Works Constructior, is available from: 3. The chort shall show the aero control by the automatic controller and shaft be the joints when installed in planting arecs. Irrigation Detail sheet. G.High Voltage Wiring for Automatic Controhkr: maximum Size which the controller dear will allow. O "art LANDSCAPE ASSESSMENT DISTRICT 2 Non-prd�ssu'e lateral lite piping installed under Acted ureas shelf be PVC Schedule 2. A backboard shaft be secured to the coxrtrolM enclosure housing to provide a lase 1. 120 valt power connection to the automatic controller stall be provided by t3he 30555 Overland Avenue 4. The chart is to be o 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 90034 event the contraner sequence is not legible when the drawing is reduced, it shalt be (310) 202-7775 TRACT NO. 13951 enlarged to a size that will be readable when reduced. 3. Pipe shall be made from NSF approved, Type 1, Grode N PMC compound 3. A 117 volt duplex box shah be provided with at On/Off switch, and a 117 volt 2. AN electrical work shall conform to local codes, ordinances, and union authorities conforming to ASTM resp specification D1784. All pipe must meet requirements housing. Metal conduit shell run from the 117 volt sappy to the controller having jurisdiction. 1.02Scope IRRIGATION SPECIFICATIONS S. The chort shalt be o black line a bkuefine ozofid print aril o different oda shah be set forth in Federal Specification PS-22-70 with on appropriate standard 4imension housing. AN power within the housing shall be properly phased. used to indicate the area of coveroge for each station. ratio, H,Remote Control Valves: Furnish and instol all concrete work cornplete as indicated on the drawings or as specified, 4. A terminal strip shaft be provided, clearly indicating the proper poinh of connection including, but not limited to the following: p 4. Except as rated in paragrophs 1, 2, old 3 dal this section (2.018), all recuimnients for of all appropriate wiring (station valves, master valve, common, central control). 1. Install where shorn on the Drawings. Where grouped togeter allow at least twelve iV/S OF WL� AVE., E/S OF BERYL STREET REST eon-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 ad set all reinforcing steel, bolts, and anchors. pressure main line pipe one fittings as set forth in section 2.018 of the Specifications. 0. Miscellaneous Mrigation Equipment: separate valve box. APPROVED B Y DATE:O.Bross Pipe and Fittings: 1. Refer to the lnigation Plops for sizes one types of miscefoneous irrigation I.Flushing of System: B. Install all items required by other trades M►loh are to be cast info concrete. ` CITY ENGINEERA R.C.E, N 0, I S equipment. C. Concrete man ships, foating; for waft. fencing, posts, benches, etc.. Mere oppacable. £ UNDERGROUND SERVICE ALERT 1. Where indicated on the Drawings, use red brass screwed pipe carfotminq to Federal I. After all new sprinkler pipe fines ord risers ore in place and correct ed. all necessary �r� T• 8GI tP�, DLSIl. lel *= - RLCL1MMLi IDL D Specification JWW-P-351. 2. AN miscellaneous irrigation equipment shall be as specified or approved equal. diversion work has been completed, and prior to installation of sprinkler heads, the �� �,� cti ti� �__.A control valves shall be and full head of water used to flush out the s stem. �; � $.T.B, 1, LANDSCAPE ARCHRECM �i rt A`w'!J "1 ILAWWAM S i f_l IPZ- - CAltr TOLL 'R!W 2. Fittings shalt be red brass conforming to Federal Specification �-P-460. ed y "P w 9-000) 2. Sprinkler heads shah be installed oMy after flushing of the system has beery a IRRiGATION CONMXTAN" 422-4988 E-Copper Pipe and Fiithrtgs: accomplished to the complete satisfaction of the city of Rancho Cucamonga. * r * CADD L-10 11 - F 1.Pi Type K, hard t Jl �P wed. �Tf CAItr. F � CHECKED uo s.a+e tom.srw.a, s D c A w I i i C, f el L7. Tire ,Nornarrew f!<Anf .soNt nod tall 2.f ittirlgs: wrought dapper, solder ;Dint type f Guc Uc. No 2M. Uc No- 1668 -L r _j_�C f _i-LL i NL UF PLA NTIM SPECIMATIONS PART 1 - GENERAL 3.01 Scope of WO& 5.06 IrnstoNation 1.01 Scope of work: A. Provide dl materials end egnipn+ent. and perform cell work necessary for a4 incidental to Plant ground corer end beddfnq plants in moist sol and spore as inAcohd an plans. the soil preparation and finish grod'mg of all planting and lawn areas as shown on plans, as Contractor shall provide dl indei , labor and egnip+rlent incidental to aro nscessaty for reosarobly implied, or as delineated in the specifications. Each plant shah be planted with its proportiorrote amount of soil so as to minimize root deturbance. completing all work, as indreoted on the drawings, as reasonably implied. or as delineated in the Soil moisture stroll be such that soil does not crumble when removing plants from container. Specifications as follows. S. Furrim g, placement and grodmg, of topsail for backflln+g of planters N required. Regmde Planter areas oher planting to restore smooth finish grace and to insure proper surface 1.02 Stondards. C. Ckoning and finish grading of planters areas aro plontirng arias. drninoge. A 4" foyer of mulch material shall be spread over the entire planter area after grade is established, watering shah begin immediately otter mulching. (Grading shall accommodate the AN work and n+oter9als shad comply with governing codes, safety ceders, standards, and regn Noris, 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 sols NsW as 'acceptoble' order 'Site Gra"' specincotim 5.07 Protection: 1.03 Quality Assurance: B. Toprol imported to ado for use as fill, backfill in planters oro mounding, stroll be sorely Erect temporary fencing or barriers to protect planted areas from door pia to final acceptance. textured Sift plus clay content of this sal sholl be no greater than 15% by weight. The A. All Contractors perfuming Site Development work, must be Nrensed in occordonce Oh the boron content of this soil shall be no greater than 1 port per million as measured on the PART 6 - WEED ABATEMENT lows 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 shot be 6.01 Scope of Work: B. Contractor stroll provide the landscape Architect and the City wlh a Fist 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 all material, equipment, and labor necessary to perform all wok as irnrfmcated on plats, as Sal test to include analysis and recommendations. reasonobly implied, and as delineated in the specifications. C. Contractor shah obtain and Wap in force Public Liability aid Property Damage Insurance, during entire course of the Construction Contract. The amount of insuronce shall be 3.03 Sal Amendments 6.02 Owlity Assurance: determined by City. M soil amendnxnts Ad be as specified in the Agronomic SuRability/Fertility sols report tonished A. The Ap*ator of dl weed control materials shah be licensed by Mae Stale of Cd roio as D. Prior to start of site devetopnnent work, ttae Contractor shots notify the landscape Architect by the Contractor o Pest Cartrol Operator and a Pest Control Advisor in addition to any wbcontractor licenses and City to give starting and completion dates. Contractor stroll also supply the Landscape that ore required. Architect and City with the name and telephone number of the person in charge of the work. 3.04 Soil Preparation: 8. AN materials and methods must conform to Federal, State, and Lord Reguflations, 1.04 Responsibilities and Coordination; All work on irrigation syetem strath be complete and inspected for recommended approval oral, fine groding completed, prior to rototilling and prior to sol amendment work. 6.03 Submittal: k Permits: The Contractor shill obtain and pay for dI Permits and inspections required by governing authorities for the work to be perfon, After rough grades have been established, prepare oN lawn and planting seas by WIN or cross Prior to the installation of any weed control materials, the landscape Contractor *4 subn4t to the ripping to a depth of 12". AN rock and debris more than 2" in diameter shall be removed from the Landscape Architect/City a list of the weed control materials and quantities per ocre intended for use B. Existing Conditions: The Contractor shall verify oN conditions and dimensions shown on site, except for areas that ore to be sodded, in which all rock and debris more than I" 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 shall 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 rototil in oN sol amendments as recommended to a depth of 6". Woke aro intended planting and seed varieties present. C. Temporary Utilities: The Contractor shall apply for and pay al 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- construct ion oordination:construction of the project. Temporary services shah be coordinated with the City and other contractors on the job site. 4 cubic yards of nitrolzed Redwood or For shaving or equal. A. Landscape Contractor is responslak for the erection of all signs and handers required to 200 lbs. 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 responsible for establishing all surveys, reference points and elevations required by him, and shown on plans for proper The above sol conditioning are minimal qualities ally oral should be used only for bidding purpose, 8. No material or methods shoN affect the kmdscope planting or hydro seed germination. Ne execution of site construction. because soil conditions may change drastically from the time these specifications were developed material or method shah 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 shall obtain his own application. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required soils analysis at a rate 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 shah conducted by an approved Agronomic soils testing laboratory approved by the project Landscape 6.05 Non-Selective Fkrbicides: conform ,o 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. Nan-selective contact herbicide ane/or ram-selective systemic herbicides (as recommended by the 1.05 Defective and Unauthorized Work: 3.05 Finish Grodmg: Pest Control Advisor) AN work which is determined by inspection to be defective in its construction or deficient in any of After rototitlnnT operations am complete, grade areas to establish finish grades for planting. AN flow 6.06 Selective Herbicides: the requirements of the plans and specifications, shall be remedied or removed, and replaced by the lines shall be maintained and proper tolerances shoo be met after settlement of the end of the project Contractor at his own expense in a mon-w acceptable to the Landscape Architect and City. maintenance period. Selective pre-emergent herbicides compatible with seed mixture (as recommended by the Pest Control AMisor) 1.06 Inspections: Finish grading shall leave surface of the ground knn0mmly sincoth and free of abrupt grade change. 6.07 Weed Eradication: The Contractor shah arrange for inspections by notifying the Landscape Architect. City and 3.06 Coordination: governing authorities, 24 hours prior to time of inspection, un ess otherwise noted. Inspections shah N in the opinion of the Pest Control Advisor, per^^ gf as and weeds existing in the p1trorioting be as listed below, but not necessarily in this order. Only the inspection pertaining to the project Weed abatement work shoo be coordinated with the installati ni of the irrigation system rototiffing area will require control prior to rernovol, spray these areas per Pest Control Advisor's 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 d the irrigation system remove oM clear cell weeds and deleterious Drain Lines and Catch Basins. materials from planting areas. Irrigations (main kne pressure, coverage & system operations test). 4.01 Scope of Work: Soil Preparation and Finish Grading. Allow herbicide to krill all weeds. Rake or hoe off all dead weeds to o depth of 1' - 2' below Plant Material (delivery & placement). Provide oN material. equipment, and labor necessary to install of trees and shrubs as shown on plains, the surface of the soil. Physically remove all weeds from the site Substantial Completion Inspection (at c londscope improvements)proveents) - 7 Days. as reasonably implied and as delineated in the specifications. Final Inspection (after maintenance period- 7 d days. PART 7 - LANDSCAPE MAINTENANCE 4.02 Products The contractor shoo arrange a Preconstruction job conference with the Landscape Architect and City A. Nomenclature - Rant 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 materiols, labor and equipment necessary+ for, or incidental to, performing all 1.07 Guaranties. maintenance requirements as reasonably implied or as delineated in the specifications inckad'mq, bol S. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, not limited to the follewing A. Plant Materials: All trees, sit, , grour4 cover; bedding plants and lawn shah be gueronteed vigorous, free from plant disease, insect pests, or their eggs, and shah have healthy, ..a nrol from date of final acceptance of landscape construction for periods as follows: root systems, well-filling their container, buy not to the point of being root bound Rants Maintain all plants and planted areas. shall not be pruned at anytime, and in no case shall trees be topped. Keep planted areas free of weeds and debris. Trees 24" box larger 1 year Prude trees and shrubs. Trees 15 gal. alt smofferl year C. Trees and shrubs shoo be growing at a recognized nursery in accordance with goad Fertilized all plants and planted areas. Shrubs AN sizesl20 days horticulture practices and shall be of the size and caliper normally associated with the Irritation. Ground Cover120 days container size specified on plans. Removal of all togs, labels, nursery stakes and ties from Insecticide spray,ng. Beddin Plont120 days all plant material prohibited until the approval of the Londscope Architect or City. Lawn ?sod;120 days 7.02 Fertilizers Lawn (seed)120 days from first mowing D. AN plant materd delivered to the site showing signs of damage or disease or is insufficient in size to corry out the intent of the planting plan will not accepted and will be replaced at k Com-rnrcid Wiliizers with an analysis of 5-3-1-Gro-Power plus, o4 12-8-8 Gro-Power Guarantees begin after the pmject 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 shall replace and plant off materials which have died Agronomic soils report. Available from Gro Power (909) 393-3744. within the time span stated above, at no co.,t and within 5 days from receiving written notice from E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 5-1,0111on, and 15- the Landscape Architect or City. If decd material is not replaced and planted within the 5 day gallon) shall have been grown in containers for at least one (1) year, but not over two (2) 8. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur period, City may replace dead material with new material and charge the Landscape Contractor for years. and s.4 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 indicated plant material will be WAM.rd provided the B. Construction Materials: The contractor shall guarantee oN workmonship and materials for substitute materials are approved in advance by the City, and ore mode at no additional cost 7.03 Genera: 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 speci`ications. Maintenance shah start immediately after landscape irrigation and planting. 1.08 Mcterial and labor Releases G. Plants Not Approved - Plants not approved ore to be removed from site immediately and Maintain all plants and planted areas on a continuous basis as they are installed during the progress Upon completion of the work, the Cont'ro:tor shah present to the City, signed copies of all labor and replaced with suitable plants. The City reserves the right to reject ertire lots of plants of *he work, and continue to maintain them until final acceptance of total project. Replace any dead matenats releases for all work performed under Site Development. represented by defected samples. or dying plants as directed by the Landscape Architect and City representative. 1.09 Disposal and Clea,-up: H. Stoke all trees, as per details immediately after planting to prevent wind damage. A. Irrigation: Operate irrigation system on an established progrom to maintain all plants aro planted areas in a healthy condition. Irrigation systerr rum-off shall be kept to a minimum. Remove all waste materials (intkuding excawotM mote, clossi" as unacceptable soil material), I. Rant trees that are to be located in town or ground cove areas after finish grades ace `irst Damage to irrigation system resulting from maintenance and equipment ad/or maintenance trash and debris generated or encountered duriHq the course of landscape construction, and legally established and olk-w at least 7 calendar days prier to installation of said lawns or ground personnel, stall be restored to its original condition at no cost to the City. Failure of any par 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. All planting tales shall be excavated as of the irrigotion system shall be brought to the attention of the City. No repairs other than premises in o neat and clean condition. Ckon up and remove of remaining debris one surplus defined on appropriate details. emergency repairs shall be accomplished without written permission from the City. materials upon completion of work, leavirg the premises neat and clean. The site shall be cleaned upon the request of the inspector. 4.03 Soil Amendments: 8. Weed Control: Keep all planted areas free of weeds and debris by cultivating area at intervals not to exceed 10 calendar days. PART 2 - EXECUTION Sal amendments shah be as recommended in the Agronomic soils repot The Contractor may elect to remove such cumcenhations of weeds manually or by on 2.01 Protection: 4.04 Trees Stokes: approved Herbicide program. Keep all plant material delivered to site in o heo"y condition for planting. Plants shall net be allowed to dry out. Bae root stack shall be separated and heeled-in, in most earth or other suitable Tree stakes shall be lodge pole pine tree stakes. See tree stak:nq defoil on plans for further C. Pest Control: Spray all plants and planted oreas at beginrta+g of maintenance program and material until planting. Booed and burlapped p+ants shall have root ball covered with moist sawdust, information. as may become necessary thereafter by an opp-oved method of pest control, to keep all plants wood chips or other suitable material until planting. and planted oreos free of insects and disease. Method shall be reviewed by the City prior to PART 5 - GROUND COVER AND BEDDING PLANTS omy applications. Pest Control shat include Gopher control. 2.02 Installation: 5.01 Scope of Work: D. Pruning: Prune all plants as designated and directed by Landscape Architect, at scot of Detailed layout of Polorbl within the planting dram std be 0 by Contractor o4 oppro maintenance program and continue to prune plants as directed or as may become necessary by the landscape Architect and City prior to planting. Provide of materials and equipment oil perform all work necessary for and incidental to installing until the end of the maintenance program. off ground cover and bedding plants, as shown on pions, as reasonably implied, or dekneated in the Soil excavated from planting holes shoo be amended to bockf ll around trees and shrubs using the specifications Remove trash weekly. Edge ground cover to keep in bounds a4 trim top growth as following mixture: necessary to achieve and overall even appearance. Exterminate gophers and moles; repair 5.02 Bedding Plants: damage. Notive, On-S*e Soil with rock no greater than 3" in diameter Gro Power Plus, 5-3-115 Nos/cy Perermials and Annaols: Provide healthy cortoiner grown plats from o recognized nursery, and of PART 8 - ACCEPTANCE OF PROJECT Iron Sulfate2 lbs/cy the species and variety shown on plans. 8.01 Genera: IST CITY PLAN CHECK 1/27/99 (Tc be used for bidding purposes only, verify with Agronomic Soils Test.) 5.03 Ground Cover: Upon completion of instal"iorn, o maintenornce period of o min'rrnum of 180 days for all landscaped oras C1 i Y After bockfiffing, construct a 3" earthen berm to form, basin around each , to allow Ground Cover: Provide ground cover of Mme species shown on Ground cover slro'I be is required prior to final acceptance of the work by the City. The Commencement date for the maintenance DESCRIPTION O F REVISION DATE weterrng N period shall commence upon written approval for all hoses d tin installation the Cit Public Works PPROVE thorough water-in and establishment. established and well rooted in (lots or similar containers. Per pro aPP P P�• 9 by Y Inspector. Maintenance period sholi be adequate to verify plant characteristics and establishment. Prior to installation of turf and ground cover, rer. water bash from around trees o d shrubs. 5.04 Mulch-. CITY [IF RC U C A M U N G A Berms in turf areas to be removed prior to City acceptance. A. Two inspections shall be made that affect the establishment period: The first alter all Mulch: Shall be of compacted wood chip fiber. plantings have been completely installed in order to approve the beginning of the PART 3 - SOIL PREPARATION MID FINISH GRADM establishment period, and the second at the end of the establishment period. If plantings aro LANDSCAPE A8"'E" MENTSDISTRICT 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. TRACT NO. 13951 A. Do not have plants delivered to the job ante until site conditions are ready for planting. III planting is delayed, keep plant roots moist and place in a sheltered location protected from 8. Ant termination d establishment period all plant material shell be live, healthy, undamaged, the sun, wind and other damaging elements. and free of infestation. Inferior plantings shah be replaced and Drought to a satisfactory PLANT1NG SPECIFICATIONS conmode. All before final acceptance of work will be moAll areas stall be neatly roked and S. Soil preparation and fine grading shoo be completed and trees and shrubs installed prior to free of weeds. p bedding plants and ground cover planting. N/S OF W� AVE., E/S OF BERYL �ET APPROVED BY: DATE � F CITY ENGINEE R.C.E. 0.1.41s OE t; NDEROROUND SERVICE ALERT �� ,z� 9� �s $TB Q� �N T 9U tip DE SIGtJ RECOMMEIJ '1_D �►ti S.T.B. „imkiy& LANDSCAPE ARCHTECTS O"v CALL, TOLL PR IfE -' D R A 1&1A ,''b ' IJIND9CAP'R AiCIQTRGTf1RlE S•'i E E UMGATION COKMXTAM 1-000) * * CADD date L-11 OF 11 a `rT�T 2725 ���P l Fi E C K E D `` to snur vr.uaa..t sorra see DRAWING N11. Sao Taro MORKM Palo �M rail M E CALtF� (eee) i°er'ie°'ba° r.' °o° 307--eau 1668 L G tic No 2725. arc No. tee Ni --------- CSF