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HomeMy WebLinkAbout1286-L DEVELOPER/OWNER "BlIlIllIE U L PLANS H �1 CT RA L_ ANDSCAPE ARC lww CARNELIAN STREET (VINEYARD AVE. TO BASELINE RD.) LANDSCAPE MAINTENANCE DISTRICT NO . ONE VICINITY MAP GENERAL NOTES SHEET INDEX ■ - vine St !< a n vrr . s ' ■ ALTA SOMA ; jts (ji�drt C�,s W lP op _ ELEM. SCH. i ; n d CARNELIAN 0e a Grande St La Paix t Grande So EIEM SCH• La 1 COVER SHEET N a m _ �pri , Lomita P N��Lomit Dr m c4 Mesa Ih = Ro erds a cy °D a o< -- �` s:� ALTA LOMA JRoberts St Roberds a :t oberds _ 2 IRRIGATION RENOVATION PLAN �.. .�.�_ `e m E HIGH SCHOOL u_O CiNdM. HALL' CIIY HAL Ct. z .. BASELINE-- - iFNTER-, �.,..._. _ �.. _�1 S y I� • a, ._�` n tl, HAMBER OF.•;'I " _LIgIR6= -: 9— LU -`e_ 0 UR, ENT t•ti r' _".1 Viae �1(AMONG COMM •11 m v Pe. er f Otv :f = > J e D CARE > h�\CREEKSIDE I r' pd �p eft 'r-P �` S, ae v1 Ira"wSt E> J CENTERao 3 IRRIGATION RENOVATION PLAN t \PARK i• 'S T R m— �.4,di Q < A� f uSt. O<L i�Q RANCHO Caluma ! D�: 7 m CHRISTIAN < a ._ all Pr3d0 \ atoaN'fltll + Cane er St o o ♦ `N Y = SCKI> ° Ct �••:• •' De` Pra ° m YPa ° A►t st< �' 4 IRRIGATION PLAN o` I: SITE :?a Sa �^'c N[f1tUNITY Isa St '� 5` Y J - > m a <s' 1. An Encroachment Permit shall be obtained from the City Engineer prior to commencing any work. Z3 _h sl �;. i m q� al < > o ranr > �� I A— Ca w WJd I SL > r� Apel < �F > n ivero .4 <C ndlewood QO v rn lenw c 11 CL CUCAMONGA 2. All work shall be performed according to current City standards and the Standard Specifications for Public Works Construction. 5 IRRIGATION PLAN 8a ado C Yew St P JR. HIGH 0 L> n Ca dlewood I R G r. '�'-•' m�` \�Z' —J f"cl�ri.:> c m y w �i.SCH._J Y t J Calle Feliz ``f T+ 6 +�rE© ' P 2 < a ■ aiYew 3. At the conclusion of rough grading, an agronomic soils report shall be furnished to the City Inspector and all such recommendations L 10 • ^�0y wE�fM T y �,[CnZ N `° Pre-cn�fcn ' Qa >< st from such a report shall supercede soils amendment recommendations shown on the plans. eiclta ED KILL t .�`' a Via m o - _ , v,5 'o - n st n clan ston ' Hu w ° > < a ' ° s, G,., 6 PLANTING RENOVATION PLAN str rill r.:r.. •.i � 7 ��• m �.:�: _ � c<� ; __ t. > � e > t re •1 > v y , do �ockr o o Hemlock < Q He «k •�°�� 4. Upon completion of installation, a maintenance period of sixty (601 days is required prior to final acceptance of the 4outvTizY o �, > S <P F ,�glr_n m Po P P P P 41st. ;• t1, .°tet min sur 14 raca a,. .>d m > W I( st © E = s, i, work b the Cit Maintenance shall include mowing, weeding, irrigation, pruning, raisin tree root balls which settle below grade,o Calle �ijRedHfU z Prrsmmon > Vrd <Y Y Y' g g 7 PLANTING/CONSTRUCTION PLAN 3s •Cw�.0 _ ` c°°"' `° ^t' ` < fertilizin and applying such sprays as are necessary for proper care and upkeep. Maintenance also includes all repairs, replacement,t aD QUe rada0 Clu: 0 9' r. 64ve. N O E �. .;'�✓;'•S I,. �, D. o _ _ a Y Try _ 9Y P P P P P P St 4• ••tel a c I �� na c nna,t Ton L t • „� cleaningand adjusting necessary to keep the irrigation system in good working order with proper coverage. Commencement date for W pueorada .6 °/" crrL� A ,°�< p x St © tten St ..• ..�,• 1 g ry P g Y g g P P g ` _; the maintenance period shall be approved in writing by the City Inspector. PLANTING PLAN bn > } .� O c.Duoonn N Ha•v �� Y E , �LSc Ct. •. '��; ,s acre m > R< Dr > m 5 San < < J `a 8 ni • • .'� y ts" � Corazon � i s Bern r(in0 Y O O i ur+ad a.•.c St. A, .:� Red IT c� Q� o _ - - Roadts' Ara,a^on fcoy . THOMAS m 9 s o F.D. ,, n controller chart shall provided for each controller. Controller chart shall be the maximum iz hcontroller r will II w WINERY E EMigSt Q MONTESSORI 1s I W� •�<�N5. Deco e catsa bep o c es et edoo ao=I = SC st UW�EsL tack and shall show the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as-built system. l^, PLANTING PLAN P� * C: _ M.M.R m i�_ �1 66 Red NIt1S'o°� Calle Gaca — However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be VVV a ° oo e►�� ASADEu'"RANCHO WINERY m o = HakmDshlre St cf{< readable when reduced. The chart shall be a blackline print and a different color shall be used to show the area of coverage of each =c 1 am m San HILL RANCHO Z S.H.L. : ;� a 0 , , station. When completed and approved by the Public works Inspector, the chart shall be hermetically sealed between two pieces of 1 O DETAIL SHEET CUCAMONGA cnelsea,vY E • > = plastic, each piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape. These ad W e o - Cnle tj e r > Ranctet I "' Q GEAR ° ` D`11 Eron N Q Devon charts must be completed and in place prior to final acceptance of work by the City. ;,,,T i. GULCH g — o Dvon St 11 STREET IMPROVEMENT PLAN Dr Jas «,.•` ELEM. SCH.won y atrcer 1 -Cerise e �a',a fl;c'C 'do M.N.I �St > lacer o 6. 6•rwide x 8•rdeep concrete mowstrips shall be provided between all shrub/groundcover areas and turf areas. Mowstrips shall also be DI. Sqy BEAR a Plac�r £`a �< > `^fern ea! ;. •. ^ ' Mew GL'LC�� i,p noctl< t. i provided beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. ` y ; PARK noc 1 m E o= c r. 7 i�¢ Mtn, r ti ° m Frtant >_; St Pis Gt C c Aut���+(((nnnn Hill Vrlw C7 °•'✓Tim '�. s Fflant A ida N > {'� PI <_ wr. +�= Calle /e ar rr v Velar ` ; Calle Ve'ar < Calle NDGHBORI 7. Sidewalk layout is conceptual only. Approval of the final sidewalk layout shall be made in the field and adjusted as necessary to meet LU �' 1 HWAY > f m _ cE► �_-- - NORTH field conditions as approved by the Public Works Inspector and Project Planner prior to final construction. Y C I ...) .I �B �=�r_-�_ e.:,:•,•r `l>i ARROW ROUTE I I I _•1! -- 8. Application of any chemicals shall be by State licensed personnel. MAINTENANCE RESPONSIBILITY MAP 9. Any trees within five (5) feet of walls, walks, curbs or other potentially root-damaged hardscape shall be installed with root control CONSULTANTS barriers. Prior to backfilling tree(s), contractor shall have the City inspect root barrier installation. BASELINE RD. 10. No trees shall be planted within three (3) feet of curbs. 1 1 . All trees are to be located: ten feet from any street light, power pole, or reinforced concrete box; five feet from any drive approach, fire hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any water meter or sewer line. • CALLE DEL PRADO N Z Q J W Z Q U VIVEROsr. LANDSCAPE QUANTITIES C�c�.�ro o � EXISTING LANDSCAPE AREAS t SQUARE FEET OF PLANTING AREA 3 600 3 CITY ROUND � c G COVER AT DESCRIPTION OF REVISION DATE r APPROVED vE0 NUMBERF O TREES O O CITY OF RANCHO CUCAIONGA VIEW LANDSCAPE AREAS >1COVER SHEET (INCLUDES EXISTING) SQUARE FEET OF PLANTING AREA ►- '"�' CARNELIAN STREET GROUNDCOVER I0,600 44,200 U LANDSCAPE' RENOVATION • NUMBER OF TREES 5 GALLON 8 1977 INDICATES CITY MAINTAINED AREAS 15 GALLON 52 APPROVED BY: DATE �t 'F� CITY ENGINEER RC.E N6. k397.. %�JP. DESIGN — RECOMMENDED NORTH /Qj�`' _ JFD - i i J.F. Oev dson Associates, Inc. NTS. Nc. 21 ENGINEERING PLANNING SURVEYING RED HILL COUNTRYCLUB .. DRAWN ARCHITECTURE LANDSCAPE ARCHITECTURE SHEET Exp e 3680 Lemon Street,Sutte 300,P.O.Box 493,Riverside,CA 92502 1 11 �r4 �aN CB (714)686-0844 FAX 714-686-5954 OF •''• VINEYARD AVE. OF CAIN CHECKED DRAWING NO E. NO FI , AM DATE 2/10/89 FILE NO W.O. #8810538 } Ct ZIP O U J m ' = U D "' IRRIGATION RENOVATION NOTES wlW IRRIGATION RENOVATION NOTES: � W 2 1. CONTRACTOR SHALL CONDUCT A WATER COVERAGE TEST WITH THE CARNELIAN S T R E E T _ _ _ CITY INSPECTOR PRESENT FOR ALL LANDSCAPE AREAS FROM VINEYARD AVENUE TO THE FLOOD CONTROL CHANNEL AREA. (V 2. UPON COMPLETION OF THE WATER COVERAGE TEST, THE CONTRACTOR J SHALL IDENTIFY AREAS REQUIRING NEW SPRINKLER HEADS AND NOZZLE ADJUSTMENTS TO ASSURE PROPER COVERAGE. �- EXISTING --- -- -- -- - --- . 3. MOISTURE SENSING DEVICES (HYDROMASTER) _ CONTRACTOR SHALL PROVIDE ONE (1) MOISTURE SENSING DEVICE AT Q W EACH EXISTING VALVE. INSTALLATION SHALL BE DONE PER DETAIL - Z AND INSTRUCTIONS ON SHEET 4. Q Q J 4. FOR BID PURPOSES THE CONTRACTOR SHALL BID THE FOLLOWING cc Q QUANTITIES: Q O A. NOZZLE REPLACEMENT (30) Z _ MIT OF . B. NEW SPRINKLERS HEADS (20) C ONS TR C. MOISTURE SENSING DEVICES (20) � U CT 1 ON 5. CONTRACTOR SHALL CONFIRM ALL Q EQUIPMENT UANTITIES WITH THE Q CITY INSPECTOR PRIOR TO BEGINNING WORK. NORTH SCALE:1"-40'-0" 3 z1 < o CI NO. DESCRIPTION OF REVISION DATE TY APPROVED CITY OF RANCHO CUCA MONGA IRRIGATION RENOVATION PLAN CARNELIAN STREET LANDSCAPE RENOVATION (REHABILITATION LANDSCAPE AREA) �o , v =c�,, BETWEEN VINEYARD AVE. AND VIVEkO S . � a >. APPROVED BY. DATE. ` f CITY ENGINEER RC.E w!( 2P397 DESIGN RECOMMENDED Exp 4f0 � J.P. Davidson Assocllrtes, I,,ta. mm ENGINEERING PLANNING SURVEYINU L. '9f f t(0� C�\_ APCHITECTURE LANDSCAPE ARCHITECTURE DRAWN 9880 Limon Street Suits 300,P.O.Sox 493,Rivsmfds,CA 9?502 SHEET CB (714)686-0644 FAX 714-686-5954 2 OF 11 CHECKED DRAWING N0. R.C.E. N4 /� 4 AM DATE 2/10/89 FILE NO W.O, # 88 10538 0 w w N CD S� REED z 0 - r j N 1 w w r� EXISTING �® NORTH ® SCALE: 1 40'-0" ® EXISTING U w F-- Z Q J O U DFLET f~p — THIS LOGAT l0 t,1 WATER METER EXISTING WATER METER TO REMAIN --r BACKFLOW PREVENTER EXISTING BACKFLOW PREVENTER TO REMAIN W 1— v� I.0 ISC 24 CONTROLLER EXISTING IRRIGATION CONTROLLER TO REMAIN w ol LC t-4-VKt"" F Z,.- 01 w CARNELIAN STREET v z ol PARvCv4 ASC \ LIMIT OF p ,` CONSTRUCTION co f `IVFw MV FRS + ELFcT Rte-- �DFST'A� f2l 1 n 3 I N RENOVATION NOTES 7 /'�y NORTH J� �6 IRRIGATION RENOVATION NOTES: SCALE:1"=40'-0" s 1. CONTRACTOR SHALL CONDUCT A WATER COVERAGE TEST WITH THE M CITY INSPECTOR PRESENT FOR ALL LANDSCAPE AREAS FROM VINEYARD AVENUE TO THE FLOOD CONTROL CHANNEL AREA. 2. UPON COMPLETION OF THE WATER COVERAGE TEST, THE CONTRACTOR ?y '-A SHALL IDENTIFY AREAS REQUIRING NEW SPRINKLER HEADS AND NOZZLE CITY i ADJUSTMENTS TO ASSURE PROPER COVERAGE NO. DESCRIPTION OF REVISION DATE / APPROVED 6- 3. MOISTURE SENSING DEVICES (HYDROMASTER) �L E AT PROVIDE ONE 1 MOISTURE SENSING DEVICE CONTRACTOR SHALL 0 ( ) CITY OF RANCHOCUC AMONGA O EACH EXISTING VALVE. INSTALLATION SHALL BE DONE PER DETAIL AND INSTRUCTIONS ON SHEET 4. IRRIGATION RENOVATION PLAN 4. FOR BID PURPOSES THE CONTRACTOR SHALL BID THE FOLLOWING QUANTITIES: CARNELIAN STREET RENOVATION A. NOZZLE REPLACEMENT (30) LANDSCAPE B. NEW SPRINKLERS HEADS (20) MEHABILITATION LANDSCAPE AREA) C. MOISTURE SENSING DEVICES (20) BETWEEN VINYARD AVE. AND VIVERO ST. y 5. CONTRACTOR SHALL CONFIRM ALL EQUIPMENT QUANTITIES WITH THE APPROVED BY. DATE. a CITY INSPECTOR PRIOR TO BEGINNING WORK. ►v , CITY ENGINEER RC.E. NO -22D-2Z- --- ; s E'er DESIGN RECOMMENDED l ql � J.F. Oevldeor. Associates, Inc. R r f� O ENGINEERING PLANNIIiG SURVEYING Of Gt�� MM ARCHITECTURE LANDSCAPE ARCHITECTURE DRAWN 3880 Lemon Street Suite 300,P.0 Bort 493,RiversiAe.CA 92502 SHEET CB (714)686-01 FAX 714-686-5954 3 1 1 OF CHECKED DRAWING N0. REFER TO SHEET #4 FOR IRRIGATION NOTES AND LEGEND AM DATE 2/10/89 R.0 E. NOFILE NO �o W.O. #8810538 Uj 0 C) LLI U) CARNELIAN STREET h .�o , Z LLI X 1A e left t " r 9 ° _ /�ti" ®'� 1 a " t• '� �„ st ag flu t p tt let 3/n j�ie 1u .1„ /y ,l 2 q y 2 171 c EXISTING PROPOSED " _. PROPOSED EXISTING LIMIT I 6° HIGH WALL - -� P ® , y` I _ t 6' HIGH WALL LIJ EXISTING 42" HIGH LLJ WOOD FENCE-'TO E REMOVED Q5 FE8 1p��r W. 6' HIGH WOOD FENCE CD 0.11 -- 6' HIGH WOOD FENCE cc 1r2009 OF CLIF NORTH SCALE:1"=20` 0" IRRIGATION S L . - I TIP.S.I. : TIL HYDROMASTER SPECIFICATIONS I NO C p® AND CENTRAL • `�l IN BIRD 1 12-10 Q,H 0 .79,.39 900, 180° I I SPECIFICATIONS OVERRIDECONTROL C3 IN BIRD 1812-15Q,H 30 .93, 1.85,3.7 9009 1800' fia° I t. INSTALL MODULE RA I NGUARD INSTALLATION 0 MIRING: Connect MODULE nLACK leads to solenoid wires. RG SPECIFICATIONS; UNIT IS TO BE A SOLID STATE RAIN SENSOR (RG) WHICH IN BIRD 1812-15 SST 3O } 180 connect MODULE WHITE lead to common wire, WILL TERMINATE A PROGRAMMED IRRIGATION AFTER A RAINFALL REACHES GREATER Connect MODULE RED Load to station •wire. THAN 118 INCH ( 3.2mm ), EVEN THOUGH THE.MOIST. SENSORS MAY, AT THAT connect MODULE colored leads to direct burial wire TIME, BE CALLING FOR THE IRRIGATION TO PROCEED. UNIT SHALL NEVER which connects to PROBE. REQUIRE MAINTENANCE, ADJUSTMENT OR CLEANING. UNIT SHALL INCORPORATE A EFA-CP SER165- 92ASS REMOTE CONTROL VALVE PLAN SIZED C SEAL all connections with approved waterproofing methods. THERMISTOR HEAT SOURCE TO PROVIDE ASSISTED EVAPORATI OF WATER FROM THE RAIN COLLECTION CUP. UNIT SHALL BE OF A TYPE WHICH MAY BE PERMANENTLY NIBCO T-113 LINE SIZE GATE VALVE WITH BRONZE TURNING HANDLE D '* INSTALLED IN A VANDAL RESISTANT ENCLOSURE (RGVR) AS REQUIRED. •' I E. L IN BIRD 3 LRC QUICK COUPLING VALVE WITH LOCKING RUBBER COVER E COMMON M \TO T1W CLOCK RAIN---BIRD- ISC-12 AUTOMATIC, CONTROLLER WITHIN A EUG-1- 601 ENCLOSURE G AE° STATION ULACAPPROVED SCH. 40 LATERAL LINE - 12" MINIMUM COVER (PLAN SIZED) H K i APPROVED SCH. 40 PVC INLINE, - 18" MINIMUM COVER (PLAN SIZED) H Q a $ APPROVED SCH. 40 PVC- SLEEVES EXTEND ENDS OF SLEEVES 12" BEYOND HARDSCAPE H ELECTRICAL CONNECTIONS TO RG: CONNECTION BETWEEN THE RG RAIN SENSOR ABOVE 24" MINIMUM COVER (PLAN SIZED) VALVE[box LEADS AND THE CONTROLLER SHALL BE MADE USING COLOR CODED RED,, GREEN AND YELLOW, SOLID CORE COPPER DOUBLE .JACKET CABLE OF 22 AWG OR 'LARGER (WCS 5305 OR EQUAL). ALL IN LINE SPLICES BETWEEN THE RG AND WCS 5305 CONTROLLER STATION CABLE AND THE OUTGOING FIELD COMMON SHALL BE MADE USING WCS PERMA-SEAL CO (n LLJ TYPE 2218R WATERPROOF CONNECTORS (OR EQUAL) AS SPECIFIED HEREIN. DEMAND (G.P. .) CONSERVATION SYSTEM-NO CENTRAL OVER HV TENSIOMETER DIRECT TO ZONE - - VALVE SIZE . WITH RG RAIN SENSOR. RAIN GUARD(RG) ✓ to TYPICAL CONTROLLER I ACs SPLICE CONNECTORS: ALL FIELD CONNECTIONS TO THE HV TENSIOMETER LEADS, 2 i CABLE RG RAIN SENSOR LEADS, WCS 5305 CABLE AND 9603DB CABLES SHALL BE MADE 1. THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT AND PIPE SHOWN IN PAVED ,1 svnr"°NS_ USING U.L./CSA /AND MIL SPEC. QUALIFIED PRE-INSULATED WATERPROOF AREA IS FOR DESIGN CLARIFICATION ONLY, AND IS TO BE INSTALLED f a CONNECTORS, THESE CONNECTORS SHALL BE COMPRISED OF A BUTT, JOINT CRIMP . BARREL WHICH IS NOT LESS THAN 0.625 INCHES (15'.875mm) IN LENGTH, SUCH �n 2r WITHIN PLANTER AREAS. BARREL BEING SURROUNDED BY A HEAT SHRINKABLE NYLON JACKET CONTAINING AN INTEGRAL HEAT ACTIVATED SEALANT. THIS JACKET SHALL BE NOT LESS 2. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED, THAN 1.5 INCHES (38.1mm) IN LENGTH. SPLICES SHALL BE CRIMPED USING A WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS' OR MCS-UNI 3000 PRESSURE COMPENSATING CRIMP TOOL (OR EQUAL DEVICE) AND Y r 3�° GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN AT THE TIME OF HEAT,SEALED USING A WCS-UT 100 ULTRATORCH (OR EQUAL DEVICE) SUCH THAT DESIGN. SUCH CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE THE OUTER NYLON JACKET SHALL SHRINK UNIFORMLY AROUND THE CRIMPED ATTENTION OF THE CITY INSPECTOR PRIOR TO INSTALLATION. IN SPLICE AND RELEASE ITS INTERNAL SEALANT. APPROVED SPLICES WHICH MEET THE EVENT THIS NOTIFICATION IS NO PERFORMED, THE .IRRIGATION THESE SPECIFICATIONS ARE: WCS PERMA-SEAL TYPES: 22188, 141613, AND CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL 1210Y. NECESSARY REVISIONS. SPECIFICATION NO. 240388 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION AND MAXIMUM GPM DEMAND SPECIFIED.. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY CITY INSPECTOR OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. Uj 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION`OF - WALKS, WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK I. INSTALL PROBE ,: t WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR PROBE LOCATION: . LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING, /^� CITY AND STRUCTURES. PROBE location can be drawn on pians - PROBE PROBE DEPT": DESCRIPTION REVISION APPROVED. should be located in area of sprinkler zone that requires the most water. 5. WATER SERVICE LINE BETWEEN POINT OF CONNECTION AND METER SHALL FOR EXAMPLE: yap of slope BE INSTALLED BY WATER DISTRICT MAIN LINE FK0A METER TO Tap of grass berm Correct PRODS depth depends an type of plant, C11 T OF RAMCH"O Ou"CAMOrNuA BACKFLOW PREVENTOR. SHALL BE INSTALLED BY CONTRACT R vROnE location can also be added to as-buiILs` root structure and soil type. after installation, or marked in field with BEST DEPTH: Location of primary root zone. WATER METERS SHALL BE SUPPLIED BY L63 _D T AND valve or other permanent marker. INSTALLED BY CONTRACTOR PIIO13E should not be placed within two feet USUAL DEPTHS: TURF: CLAY- 1«-20, Sandy- 2"-3" of existing valve box or sprinkler heads, GROUND COVER: CLAY- 1"-3«, Sandy- 2«-6« 6,. 120 VOLT ELECTRICAL POWER JUNCTION BOX FOR AUTOMATIC CONTROLLER or in area where it receives water from TREES: 6 3s« ' wo another sprinkler zone. e, NORTH . SHALL BE PROVIDED BY CONTRACTOR PER LOCAL CODE. A IN STREET INSTALL PROBE $4 " IRRIGATION CONTRACTOR SHALL. BE RESPONSIBLE FOR THE ELECTRICAL SCALE:1 =20 -0 CONNECTION OF CONTROLLER TO THE JUNCTION BOX PER LOCAL CODE. IN oU r H--ENO%VATK'% N LAP ? FINAL LOCATIONS OF AUTOMATIC CONTROLLER ENCLOSURE AND THE 2:.".T...".:. "-.'" "cs RECOMMENDED TION PROCEDURE: (NEW LANDSCAPE AREA) BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE A. Lay direct;buril 'cable, from valve box to BASELINEBETWEEN VIVERO ST. AND . CITY INSPECTOR. REFER TO COVER SHEET FOR METHOD. chosen PROBElocation; at least 5« below surface, wATenPn B. Dig a small 'hole a chosen location; 4«-6" G c 8. UPON COMPLETION, CONTRACTOR SHALL PROVIDE A REPRODUCIBLE SET OF TK" APPROVED BY*. DATE*. square and 6« aee.p, c' AST MOISTURE ESI VICC SHALL INSTALLED I A VALVE C EXISTING). 'AS BUILT DRAWINGS" THESE DRAWINGS SHALL INCLUDE A COMPLETE C. Insort PROBE into side of hole into primary, Ig IR.C.E. • VALV'E SEQUENCE DIAGRAM. SAID DIAGRAMS SHALL BE REDUCED TO .A � rase zone of plant monitored. SEE DIAGRAM. _ `? Allows immediate read of moisture. DESIGN RECOMMENDED AI UA : AI SENSOR SHALL BEI STALLED AT EACH CONTROLLER ( AEXISTING) LEGIBLE SIZE, LAMINATED, AND ATTACHED TO THE INSIDE OF EACH • ;� ..R. vi tali (mai Inc. CONTROLLER. GENERAL INFORMATION: PROBE can be up to 300 feet from MODULE in ENGINEERING P..AVNING SURVEYING ' valve box without line loss. 291 Gauge wird ARCHITECTURE LAVOSCAPE ARCHITECTURE 9. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF is recommended for longer wire runs. • T k a DRAWN 3,880 Lemon Street,Suite 300,P.O.sox 493,Riverside,CA 92502 SHEET ONE YEAR. 'ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE Average wire run from MODULE in valve box E (7t4)sss 08x4 FAX 7t4 sSs-5950 ` to PRODS:.. 20 - 25 feet.', ' REPLACED OR 'CORRECTED BY THE IRRIGATION CONTRACTOR. AT HIS/HER C O COST. ' CONNECTIONS: 4 additional waterproofa connections are required per )F fAti CHECKED DRAWING NQ. install of HA-120 (PROBE and MODULE «= R.C.E. NO A DATE 2/10/89 FILE NO /Z C:)Co w I.— w w W 7- U)U w0 w J Lu Go CARNELIAN STREET WATER METERO THIS LO C�T 1 O N 14 1 BACKFLOW PREVENTER �M �— W N.I.C. v w ISC-8 CONTROLLER U Z F- Z / =) -- < J ��h1, 6vE rr J ---$ Z O v�. -- -- �% - �� �t.r - t r _ +z� r- L) w N.I.C. N.I.C. N.I.C. P.O.C. I I.L. O — —0,Cr n I42' HIGH WALL = w 8' HIGH WALL ~ END OF WALL o ~ Z � Q O Q J IMI OF CONSTRU I N -j —� 42' HIGH WALL Lij O o0 w 0 ..JIQ J cr: Qct GL NORTH 0 SCALE:1"-20'-0" Z 0 U w Z) LLI W 0 OAC oD (n Q Z 0 CARNELIAN STREET U U- 0 U Z H J w zW Q_J o N.I.C. N.I.C. U50 % / Q � m THE EXCHANGE'* COMMERCIAL CENTER OTHE EXCHANGE'. COMMERCIAL CENTER NO. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA NORTH SCALE:V-20*-O" IRRIGATION PLAN CARNELIAN STREET LANDSCAPE RENOVATION (NEW LANDSCAPE AREA) ` :p BETWEEN VIVERO ST. AND BASELINE RD,, Q :r APPROVED BY: I DATE: _&t r _ n CITY ENGINEER RCE. Nd 22' Exp. DESIGN DESIGN RECOMMENDED • J'l. �� J.F. Davidson Associates, Inc. MM O` CAO " ARCH TECPLANNING TURE ANSCAPE ARCM I TECTURE ��� 3880 Lemon Street Suite 300 P.O.Box 493,Riverside.CA 97502 DRAWN SHEET CB (7141686-0-4 FAX 714-686-5954 5 OF 11 CHECKED R.C.E. NO DRAWINGN0� - REFER TO SHEET #4 FOR IRRIGATION NOTES AND LEGEND AM DATE 2/10/89 FILE No Z W.O. 48810538 } ZIuj O U D J co = U W Ir � w Lu CARNELIAN STREET �, ANTING .RENOVATION NOTES PLANTING RENOVATION NOTES JLv ' 1. AVENUECTORTHEALL FLOODENTIFY CONTROLLCHANNELCAPE AREAAREAS WHICHFRM REQUIREEYAR THED 44J ❑ O" ° ° FOLLOWING: 4*1� r EXISTING Q A. WEED ABATEMENT AND REMOVAL. U W B. GROUNDCOVER REPLANTING (12" O.C. ) TO MATCH EXISTING. Z_ Q 'j 2. FOR BID PURPOSES THE CONTRACTOR SHALL PROVIDE FOR THE WOOD FENCE FOLLOWING SQUARE FOOTAGE AREAS: }�. 6"X8" CONCRETE HEADER O A. WEED ABATEMENT (3,000 SF) W ON 2:1 SLOPE B. GROUNDCOVER REPLANTING (6,000 SF) OFF CON EMIT PER DETAIL A, THIS SHEET 3. CONTRACTOR SHALL CONFIRM ALL RENOVATION AREAS WITH THE STR(fCT/ON CITY INSPECTOR PRIOR TO BEGINNING WORK. NORTH NOTE: SCALE: 1"=40',0" I. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/B" BITUMINOUS FELT EXPANSION JOINTS AT 20'-0" O.C. FLUSH IN LAWN 1" 1N PLANT BED 6" CONCRETE MOW CURB - RADIUS EXPOSED EDGES AND FINISH PER PLAN FINISH GRADE m - V � 03 RE-BAR CONTINUOUS II 1II DO NOT INSTALL RE-BAR I' WHEN MOW CURB IS UNDER 20' LONG � CONCRETE MOW CURB NO. DESCRIPTION OF REVISION DATE CITY [APPROVED CITY OF RANCHO CUCAMONGA PLANTING RENOVATION PLAN CARNELIAN STREET LANDSCAPE RENOVATION (REHABILITATION LANDSCAPE AREA) ' BETWEEN VINEYARD AVE.. AND VIVENO ST. APPROVED BY: DATE: A CITY ENGINEER R.C.E. NCS 7= DESIGN RECOMMENDED N.. 761 AA(��A J.F. Davidson Assoalrtss, I,'Ia. rX" Exp f�� mm ENGINEERING PLANNING SURVEYINU L__1=7 ARCHITECTURE LANDSCAPE ARCHITECTURE �Q' DRAWN (?14)M""4 Leeson St onStmetUc t* 0 .P.O.Box•9RMnM.CA 92502 SHEET F aOf CA CB -CL-OF 1 CHECKED DRAWING 0. R.0 E. N4 / 8 AM DATE 2�1089 FILE NO W.O. #88185$8 3 11� � W CD S� w 0p,N = G U � EXISTINGf ® NORTH ® EXISTING PLANTING RENOVATION NOTES SCALE:1"-40•-0" o v� C 8 PLANTING RENOVATION NOTES —" 1. CONTRACTOR SHALL IDENTIFY ALL LANDSCAPE AREAS FROM VINEYARD AVENUE TO THE FLOOD CONTROL CHANNEL AREA WHICH REQUIRE THE FOLLOWING: A. WEED ABATEMENT AND REMOVAL. 0 z TREE REMOVAL B. GROUNDCOVER REPLANTING (12" O.C. ) TO MATCH EXISTING. Q J (v) EUCALYPTUS SPP. 2. FOR BID PURPOSES THE CONTRACTOR SHALL PROVIDE FOR THE (2-) CITRUS SPP. FOLLOWING SQUARE FOOTAGE AREAS: (I) WALNUT QUANTITIES ARE FOR PARKWAY AREA A. WEED ABATEMENT (3,000 SF) B. GROUNDCOYER REPLANTING (6,000 SF) O FROM FLOOD CONTROL EASEMENT AREA TO NORTH END OF PROJECT. 3. CONTRACTOR SHALL CONFIRM ALL RENOVATION AREAS WITH THE CITY INSPECTOR PRIOR TO BEGINNING WORK. U c0 LU t-- cl w w cn CARNELIAN STREET �'� z REMOVE EXISTING ABELIA SHRUBS IN PARKWAY g G'z G 1� 3 I� T 3 LIMIT OF p ,r, CONSTRUCTION V 6 8 EXISTING WOOD FENCE �Q 4co 6 %)>7 v NORTH TIN CONSTRUCTION LEGEND SCALE: 1"-40'-0" s EMOVE EXISTING ABELIA, SHRUBS. O REMOVE + 3' HIGH MASONRY WALL TO FIRST COURSE LAYER. MAINTAIN SIGHT DISTANCE AT DRIVEWAY — O RELOCATE IRRIGATION MAINLINE (GALVANIZE STEEL PIPE) FROM OUTSIDE WALL TO INSIDE PLANTER AREA. CONTRACTOR SHALL NOT '.A INTERRUPT WATER TO LANDSCAPE FOR MORE THAN ONE (1) DAY. NO. DESCRIPTION OF REVISION CITY REMOVE EXISTING CHAINLINK GATE. DATE APPROVED O4. CONSTRUCT 6" x 8" CONCRETE HEADER BOTH SIDES OF 12' CITY OF RANCHO CUCAMONGA O DRIVE AREA PER DETAIL A, SHEET 6. 5. GRADE DRIVE AREA FOR SMOOTH TRANSITION FROM EXISTING PAVING PLANTING/CONSTRUCTION PLAN TO PROPOSED GATE LOCATION (36 L.F. ).COMPACT -CD 75--/0 /A STA LL 0.30' 4C-PAY6M&q'r CARNELIAN STREET O6. EXISTING 6' HIGH CHAINLINK FENCE. TO REMAIN. LANDSCAPE RENOVATION �7 CONSTRUCT 6' HIGH CHAINLINK FENCE TO MATCH EXISTING. , LOCATE CREHABILITATION LANDSCAPE AREA) AT CORNERS OF WOOD AND CHAINLINK FENCES AS SHOWN ON PLAN. F4T BETWEEN VINYARD AVE. AND VIVERO ST r �P, O8 CONSTRUCT 6' HIGH x 12' WIDE CHAINLINK GATE TO MATCH EXISTING sfQ � �" APPROVED BY- I DATE: (TO BE REMOVED, ITEM ItE3). h 2761 CITY ENGINEER RC.E_ NO'_�__ 9�. GRADE AREA (FILL) TO ACHIEVE EVEN GRADE AT 85% COMPACTION. ��rExp f\P DESIGN RECOMMENDED UTILIZE CUT MATERIAL FROM AREA IN ITEM 110. �j£OF �,t�E��� MM J.FEOsvidso, Associates, Inc. l�Jb ARCHITECTURE LANDSCAPE ARCHITECTURE 10 GRADE AREA (CUT) TO ACHIEVE 3: 1 MAXIMUM SLOPE. UTILIZE FILL DRAWN 38WLemmStreKSuite 300,P.O.Box 493,Riveiside.CA92502 SHEET (714)686-0844 FAX 714-686-5954 11 MATERIAL FOR AREA IN ITEM #9. CB _L—oF CHECKED R.C.E.NO DRAWIN N0. �J Q co REFER TO SHEET #8 FOR PLANTING NOTES AND LEGEND AM DATE 2/10/89 FILE No /L� V W.O. F8810S38 f CARNELIANui Uj Ll Cn _REFER TO SHEET #11 FOR STREET IMPROVEMENT PLANS FOR THIS ^- t 41 w I— Z ,5<$"' aNC. HDR. ° ----"�'- -" � EXISTING E X I S T 1 N G ---�.► •�—PROPOSED —� '`• '. '"T�t��► �� S E D --�. �--� moot . LIMITI L 6" NIGH WALL 6' HIGH WALL ♦ EXISTING 42' HIGH WOOD FENCE _. FES C EXISTING ' HIGH GUAVA P WALL REFER TO SHEET I I COBBLE STONE IN FORCO 6' HIGH WOOD FENCE CONCRETE SEE �,, CONSTRUCT I ` DETAIL A PER -a 1 • --- 6" HIGH WOOD FENCE 80 THIS SHEET. wi cwa 31, ' NORTH of ` SCALE:1°°=2a`- °' CAL PLANTIN ITEM SYMBOL &IZE BOTANICAL NAME COMMON NAME COMMENTS DETAIL 3" DIAMETER TO 8" DIAMETER PAVED CABLE TREES FINISH COBBLE PLACEMENT BY HAND TURN T-1 15 4rA(- RHUS LANCEA AFRICAN SUMAC 20-FT. ON CENTER BROKEN STONES ROUND SIDE UP PLACE DBL. STAKE 3,M LARGER AT BOTTOM. - ;, 4"MIN. DEPTH T-2 15 GAL,. EUCALYPTUS SIDEROXYLON RED IRONBARK4 DBL. STAKE J, M T-3 tSaFlc. PLATANUS ACERIFOLIA SYCAMORE DSL. STAKE J,M r .1 I�. .. SHRUBS FINISH GRADE S-1 5 GAL RAPHIOLEPIS INDICA INDIAN HAWTHORNE— 3-FT. ON CENTER K C> : a BALLERINA, IIIA ;K S-2 5 GAL XYLOSMA CONGESTUM XYLOSMA 3-FT. ON CENTER K ;K S-3 5 GAL PITTOSPORUM TOBIRA DWF, PITTOSPORUM 3-FT. ON CENTER K 'WHEELEI' RIVER COBBLE INSTALLATION GROUND COVER CL..tiMr�il�IG � �e LIJ G-1 CAZANIA -- GAZANIA 12 0.C'* 'MITSUWA YELLOW' L NOTE: APPLY ROUND UP IN COBBLE AREAS AT END OF 6 MON. MAINT.PERIOD G-2 ARCTOTHECA CALENDULA 12" Q.C. L CARNELIAN STREET 2" SHREDDED MULCH ALLSHRUB PLANTING UOTES (o . 1. • CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF SITE 11. BACKFILL MIX SHALL CONSIST OF. THE FOLLOWING MATERIALS PER CU. CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND YD.: -� SPECIFICATIONS. FOR BID PURPOSES ONLY: 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT 3/4 YDS. SCREENED SITE SOIL INSTALLED PER PLAN AND SPECIFICATIONS. 1/4 YD. NITROLIZED WOOD SHAVINGS 1 LB. 12-12-12 COMMERCIAL FERTILIZER 11114111iQ :7 3. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION (BEST PRODUCTS OR EQUAL) SCHEDULE. 10 LBS. AGRICULTURAL GYPSUM 1 LB. SOIL SULFUR 4. IRRIGATION. SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS. 2 LBS. IRON SULFATE 'S. A SITE SHALL BE PRE-SELECTED BY THE CITY , FOR PLANT DELIVERY, 12. SHREDDED MULCH INSTALLATION: EXCAVATE 2" IN ALL SHRUB AREAS, AND PLANT APPROVAL, MIXING OF BACKFILL, AND STORAGE OF IRRIGATION COVER WITH A 2" THICK "MEDIUM GRIND" SHREDDED MULCH AS SUPPLIED EQUIPMENT IN CONTAINERS. BY BLUE RIBBON LANDSCAPE SUPPLIES, INC. (714) 633-3666, OR APPROVED EQUAL. SUBMIT SAMPLE TO THE LANDSCAPE ARCHITECT FOR 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT APPROVAL BEFORE PURCHASING AND SPREADING. NOT.BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. 13. CONTRACTOR SHALL REPLACE DAMAGED OR DESTROYED ITEMS WITHIN TWO ui 7. PLACE TREES BETWEEN SPRAY HEADS WHEREVER POSSIBLE. (2) WORKING DAYS OF NOTIFICATION BY THE CITY INSPECTOR IF SAID. ITEMS ARE NOT REPLACED WITHIN TWO (2) WORKING DAYS THE COST 8, CITY SHALL TAKE SOIL SAMPLES AND PROVIDE TESTING FOR OF THESE ITEMS SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL z1\ AGRICULTURE SUITABILITY BY A SOIL AND PLANT LABORATORY, BILLING. THE SOILS REPORT WILL BE PROVIDED TO THE CONTRACTOR AT CITY THE PRE-CONSTRUCTION MEETING. 14. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR I I C? VI ION DATE PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY INSPECTOR , UNION 15,. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE ' CITY Offirm RAN'"C'Mm "0 C @UC A M 0 NUB A 9. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL APPROVED BY THE CITY INSPECTOR PREPARATION AND BACKFILL MIX SPECIFICATIONS LISTED BELOW. THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS'TO THE 16. MAINTENANCE PERIOD SHALL BE 6o DAYS FROM DATE OF ACCEPTANCE. PLANTING PLAN 11 UUJ :CITY INSPECTOR PRIOR TO MODIFICATION OF THESE MAINTENANCE SHALL INCLUDE BI-WEEKLY WEED AND RODENT ABATEMENT s SPECIFICATIONS. PROCEDURES, INCLUDING. 2 FOLIAR APPLICATIONS OF CHELATED IRON AND TRACE MINERALS. 30 DAYS APART. CARNELIAN STREET NORTH 10. AREAS TO BE PLANTED IN-GROUND COVER AND/OR TURF SHALL HAVE THELANDSCAPE RENOVATION ALE:1 -2a°°-a FOLLOWING MATERIALS TILLED INTO THE TOP.6" OF SOIL PER 1,000 SQ, 17. 15 GAL. TREES OR LARGER SHALL BE GUARANTEED FOR ONE YEAR. FT. (NEW LANDSCAPE AREA) FOR BID PURPOSES ONLY: BETWEEN VIVERO ST. AND BASELINE a , �i►l . 4 CU. YDS. NITROLIZED WOOD SHAVINGS : �� 20 LBS. 12-12-12 COMMERCIAL FERTILIZER BEST PRODUCTS OR EQUAL) a I I ............ -7- __RC.E. Nd. 22fa2z NEER 100 LBS. AGRICULTURAL GYPSUM - 10 LBS. SOIL SULFUR . 6 NDED a DESIGN RECOMMENDED O.F. i can i t , Inc. 20 LBS. IRON SULFATE Exp, t �'-- ENGINEERING P,.AF'NING SURVEYING ARCHITECTURE LAVDSCAPE ARCHITECTURE ANTING OF GROUND COVER FLATS A GRANULAR PRE-EMERGENT, '�� PRIOR TO PL , D6�W 3aa0 Lemon Street,Suite 300,P.p.Box a93,Riverside,CA 92502 SHEET NON-SELECTIVE HERBACIDE SHALL BE APPLIED ACCORDING TO c71alsaa-ease FAX 7'4 a-5954 MANUFACTURER'S RECOMMENDATIONS. O CHECKED DRA ING�. O. /Z96 R.C.E. NO AM DATE 2/10/89 _ FILE NO #8810538 i 00 W I.._ W W W r w W J � W m CARNELIAN STREET N.I.C. U w �- z_ Z Q J O _j N.I.C. N.I.C. = �U 0 I W 8' HIGH ALL U a- 42' HIGH WALL END OF WALL o EXISTING NG EXISTING Z W O Q )IMOF COfISTRUI N .0m 06"4* 0 J HDR. DET F- 42' HIGH WALL OW Q O SHEET 6. IL A. J Q EXISTING �J _j Cr Q`t0- NORTH () SCALE:1"=20`-0" W ' W > UJ O N.I.C. � m Q CARNELIAN STREET r U w Z Q J W Z D N.I.C. N.I.C. O m 'THE EXCHANGE" COMMERCIAL CENTER 'THE EXCHANGE" COMMERCIAL CENTER I I - 0 NO. DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMONGA NORTH SCALE:V-20'4' PLANTING PLAN CARNELIAN STREET LANDSCAPE RENOVATION L►�DSCIp F (NEW LANDSCAPE AREA) v" R T�9��y BETWEEN VIVERO ST. AND BASELINE RD.. QNo. 27 1 - APPROVED BY: DATE: >� ! Ev.�/��f CITY ENGINEER R.C.E. NO.� DESIGN RECOMMENDED rEOF CA10i MM .I.F. Davidson Associates, Inc. ENGINEERING PLANNING SURVEYING ARCHITECTURE LANDSCAPE ARCHITECTURE DRAWN 3880 Lemon Street.Suite 300.PO.Box 493.Riverside.CA 92502 SHEET (714)686 OgA4 FAX 714-686-5954 c e —2--OF 11 CHECKED DRAWING NO R.C.E. NO /ZS REFER TO SHEET #8 FOR PLANTING NOTES AND LEGEND AM DATE 2/10/89 FILE No W.O. # 8810538 NOTE: BLOCK WALL I. UNTANGLE MATTED RC'OTS By LOOSENING ALL ROOTS AT EDGE OF ROOT SAIL WITH VATER FROM HOSE. DO NOT CRACK ROOT FALL. 2. PLACE 'GROW-POWER' TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSEiYA110N PURPOSES. 1. ATTACH NO. 6 •EYE SCREW TO WALL USE MON EXPANDING PLUG ON STUCCO SHRUG HEAD/BUBBLER RAIN BIRD 3 LRC WITH YELLOW STRUCTURE OR b.� �- ILEX RISER OR DRILL AND ANCHOR TO WISONRY BLOCK AS REQUIRED. RUBBER CAP - SUPPLY ONE KEY HARDSCAPING MINIMUM 2. NO. 12 WIRE - TWIST COMMECT TO EYE SCREWS - STRETCH TIGHT PER 12 QCV'S INCLUDING HOSE � 1/2" X 1/2" FPT X FPT 3. VINE LOCATION SWIVELS. THREADED COUPLING f FINISH GRADE FINISH GRADE - INSTALL IN j SUN. BO PVC NIPPLE PLANTER BED ONLY 18" Maximum 1 1/2" X 1/2" FPT X FPT O w _ THREADED COUPLING 2" THICK CHIPPER KMCN U WUj U) --.fir-•- --_'� r= w i = CLEAN BACKFILL - SEE SPECS. FOR 1 �~ 1 I CONCRETE a FINISH GRADE 3 CC - _ MATERIAL, 90% COMPACTION REQUIRE: =_ - WALL CURB p E % STAINLESS STEEL 2" THICK CHIPPER MULCH LE IIJi T�eNI �iI� IIII =�1 --�il(zl� _ m I Z o I BRASS 90PPELL- MINIMUM (3) PLACES s� L Q -J I90' 3LI NON-PRESSURE LATERAL LINE BRASS NI LE - 6" LL N14 REBAR STAKE SCH. BO PVC NIPPLE BRASS NIPPLE - 6 LONG Q SNAKE PIPE IN TRENCH E BRASS 90° STREET ELL _ (24" LONG) I = �---- SCK. 40 PVC 90° STREET ELL 1 3E _-_- 010 'GROW-POWER' PLANT TABS PERor NARLEX 90' STREET eLt MANUFACTURER'S RECOMENDATICII e ELEVATION VIEW - SCALE 1/2= =•1'-0= I11 _' -_ eACKFtII MIX PER SPECIFICATIONS - CONTROL WIRES - BUNDLE AND TAPE -p _ AT +S' O.C. AND INSTALL ADJACEN, � CONTAINER PLANT ROOT BALL (IIY _ _ TO PRESSURE SUPPLY LINE I j �- i ILS I• _ IIII SII IIII ,I I ` sy IR PLANT PIT TO FE (2) TIMES THE m WIDTH of THE ROOT FALL t 12- I _ __- 1111 PROVIDE 2" OF CLEAN BACKFILL - NML BELOW THE e01TON OF THE Ill PROVIDE PRESSURE LATERAL eATL. WALL FOOTING LINE AND FITTING +2'TYPICAL PRESSURE SUPPLY LINE: sc►+.•oicL.3t5 �NAIVE S�;L SNAKE PIPE IN TRENCH -_- #li. NOTE: PRESSURE SUPPLY NOTE. LINE FITTING 1. USE TEFLON TAPE ON ALL THREADS 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 91 CHANGES IN DIRECTION. PRESSURE SUPPLY LINE N VINE ATTACHMEiVT K CONTAINER PLANTING H TYPICAL TRENCHING E QUICK COUPLING VALVE WITH METAL STAKE B TYPICAL SHRUB/BUBBLER RISER (INCLUDING ELECTRICAL CONDUIT) ASSEMBLY ROUND CONIC. VALVE BOX A COVER MARKED "IRRIGATION GATE" NOIt "CHRISTY" FL8 BOX & FL8D LID (OR EQUAL) 1. LOCATE HEAD 2" FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AN2 NOTE: " IN LAWN AREAS EDGE OF LAWN. 1. STAKE TREE PERPENDICULAR TO PREVAILING 3" IN PLANT BEDS FINISH GRADE 2. LOCATE STREAM SPRAY/BUBBLERS 6" FROM ALL STRUCTURES, AND SPRAY HEADS 12" FROM ALL WIND. STRUCTURES IN SHRUB ARIAS BUT 6" FROM ALL STRUCTURES IN GROUND COYER ARIAS. PROPOSED TREE LOCATION BUILDING/STRUCTURE 2. PLACE *GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR MEUG-1-M604 ENCLOSURE - == 3. USE TEFLON TAPE ON ALL MALE THREADS. t OBSERVATION PURPOSES. III _at1 q 1IIII ELECTRIC METER �jlll _- -`I! l 4. INSTALL HEADS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PIAN, COLOR CODED MAP FOR VALVE I TOP OF STAKES r__- LOCATION INSIDE (PER. SPEC'S.) WAI1/2" ABOVE FINISH GRADE POD-UP SHRUB HEAD L MOU LSC (PLAN SIZED) = VIII MAIN TRUNK I �^\1 WALL MOUNT CONTROLLER- � FINISH GRADE \ .e I \ ( MOUNT WITHIN ENCLOSURE. 120 VOLT WIRE IN RIGID STEEL "V1T" TREE TlE (1) PER SPECIFICATIONS CONDUIT (PER LOCAL CODE) _ Ilil ; L ° '111111 BRASS GATE VALVED Ij (2) TIES SPACED 12" APART FOR CITY ON-OFF SWITCH AND 110 YOLi II I ,, STREET TREES _ EXTERIOR OUTLET TO BE PROVIDED BY I 1 12" MAXIMUM r � � CONTRACTOR. WITH BRONZE 'r1ANDWHEFI I I ►�� LOCK NUT - 1 1 FINISH I� I COMMON WIRE/CONTROL WIRES IN 3" _ f' 1 i_ SCH. 80 PVC CONDUIT 4 .I ++` AWNING/BUILDING OVERHANG APPROVED TREE STAKES GRADE J e" 2' X 3' X 4" CONCRETE FOOTING b (2) PER SPECIFICATIONS z III111� - o • o ' o � __ � HARDSCAPING MIN. 2 INSTALL A MINIMUM OF )" ABOVE °���`b" -C�•J�e ,� a:o• I 3/4" WASHED CRUSHED z \ ARBOR GUARD IN TURF AREAS S o� j GRADE AND SLOPE TOP TO DRAIN •• e - C50-.0 O � c • j AGGREGATE BASE _ - \� 6" DIA. PVC PERFORATED PIPE - FILL WITH ; a a. II AT A MINIMUM OF 2% io �• 0 - o c I r _ __ .. .-'b •, p e,e I e'�, SCH BO DVC NIPPLE 1/2" WASHED CRUSHED AGGREGATE BASE full o I;, "=1 II' I ' II�- r T _ 1= I;I (MINIMUM 4" LONG) LENGTH OF PIPE (LOCATE 18" FROM TRUNK) Illbrrill j =a!' 11 �I„�- OF 12 DIRECT BURIAL WIRING TO MARLEx 90' STREET ELL ,__ VALVES: BUNDLE AND TAPE EVERYL SCH BO DVC NIPPLE BASIN FOR GROUND COVER AREAS , 3" BERM TO FORM DEPRESSED WATERING 15 FT. O.C. INSTALL WITHIN MAIN SCH 40 PVC MALE ADAPTORS SCH 40 PVC TxT s0" ELL LINE TRENCH. (6" LONG) 2" THICK CHIPPER MULCH REFER TO DETAIL N0. E c ;Illi NOTES: JI KXX^'' =CONTAINER ROOT BALL 1. INSTALL CONTROLLER PER MPC. PRINTED INSTRUCTIONS AND PER LOCAL CODES NOTE: LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION "GROu-POWER" PLANT TABS PER FINISH: 2 COATS DARK CREEK SEMI-GLOSS ENAMEL. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NON-PRESSURE LATERAL LINE 6 FITTING J1 MANUFACTURER'S RECOMENDATIONS 2. COMMON WIRE TO 6E WHITE AND CONTROL WIRE TO BE RED IN COLOR. NOTE: 3. No SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. MARIEX 90" STREET ELL 11 t, _-? BACKFILL MIX PER SPECIFICATIONS 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL 1. MINIMUM CLEARANCE: 6'-0" FOR 5 GALLON - 36" BOX TREES VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. CORRECT VALVE SEQUENCE. 10'-0" FOR 48" AND LARGER BOX TREES it I 11i �t - NATIVE -SOIL SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR - PLANT PIT TO BE (2) TIMES THE 2. IN ALL CASES WHERE TREES ARE 6'-0" OR LESS FROM ANY STRUCTURE, AWNING, OR - _ - S. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV - FOR FUTURE USE. HARDSCAPING, INSTALL TREE WITH "DEEP ROOT" BARRIER SYSTEM PER MANUFACTURER'SWIDTH OF THE ROOT FALL t 11" SPECIFICATIONS. BELOW THE BOTTOM OF THE ROOT BALL TREE SPACING REQUIREMENTS DOUBLE STAKED TREE G PEDESTAL MOUNT SPRINKLER GATE VALVE- 311 or smaller A POP-UP SHRUB SPRAY/BUBBLER MSTREET TREE PLANTING MUST CONFORM CONTROLLER D TO CITY OF RANCHO CUCAMONGA DETAILS 605A AND 605B. NOTE. CONC- VALVE BOX f C.1. COVER MARKED 'IRRIGATION RCV' 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 14" FROM ANY STRUCTURES OR HAROSCAPING. *CHR ISTY" BOX 6 LID 2. ALL ABOVE GROUND ASSEMBLY SMALL RECEIVE (2) COATS OF RED PRIMER AND (1) COAT EXTERIOR ENAMEL - COLOR AS SELECTED BY LAIDSCAPE ARCHITECT. TO SPRINKLER - ANGLE PIPETO HARDSCAPING SPECIFIED DEPTH WITH 45' ELLS 3. W14N UNIT IS NEXT TO A STRUCTURE (it. WALL, BUILDING, ETC,) MOUNT TEST COCKS ON • OPEN OR NON-STRUCTURE SIDE. SCH 40 PVC MALE ADAPTOR -----------------O-NI BACKFLOW PREYENTOR ASSEMBLY SCH 80 PVC UNION BRASS NIPPLE - TYPICAL (4) PLACES IRASS NIPPLE I'I'll 'SNAP-TITE' WATERPROOF CONNECTORS = BRASS 90' ELL - TYPICAL (2) PLACES V IN LAWN AREAS M ELECTRIC CONTROL VALVE 3' IN PLANT BEDS �� ill '-------------- BRASS NIPPLE FINISH GRADE FE BRASS WYE STRAINER WITH 60 MESH = CLEAN BACKFILL - SEE SPECS. FOR MONEL SCREENjlji = MATERIAL, 90: CONPAC?ION REQUIRED = GATE VALVE _ I II -PIG TAIL EXPANSION 1 r-12" THICK 12' WIDE CONCRETE PAD LOOP (MIN. 21' LONG) 1 z (LENGTH VARIES PER MANUFACTURER) _ ) CITY 12" SLOPE TO DRAIN AT MINIMUM 2% �l BRASS ANGLE GLOBE NO. DESCRIPTION OF REVISION DATE APPROVED. VALVE W/(INION SAND FROM WATER SOURCE FINISH GRADE E-FLORA NON-PRESSURE LATERAL LINE SLEEVE _ BRASS NIPPLE CITY OF RANCHO CUCAMONGA RA , D I rII _ �� SIZE TWICE DIAMETER OF NON-PRESSURE �� UlJ C/ `� } $ Elf 3/4' WASHED CRUSHED \fit/ LATERAL LINE : "" Tf s o EQUAL .IIII __ � I AGGREGATE DETAIL SHEET 4 INSTALL ADJACENT TO PRESSURE SUPPLY IIII -__ N I = I . , 'i � CONTROL WIRE SLEEVE SIZE PER PLAN I ,!� I I ,�• 5,:1111 BRASS NIPPLE - TYPICAL Ii bill � I ➢,IIII L SCH BO PVC NIPPLE LINE III I (2) PLACES IIII! _ 11 - ,, I,i Illli a ► IIII_ _ _ _-_ CARNELIAN STREET NOTE: = INI`--90% COMPACTION - 1 RUST SLI" CONCRETE _.. _ _.._ - - .-CONTRDL F EOMMON WIRES LANDSCAPE RENOVATION I ( -PRESSURE SUPPLY LINE SLEEVE - SIZE REQUIRED THRUST BLOCKS - TYPICAL TWICE DIAMETER OF PRESSURE SUPPLY = (2) PLACES 1. ALL SHRUBS/GROUND COYER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS LINE 'D - _1_ ,- SCH 40 PVC MALE ADAPTORS SCH 40 PVC SxSXT TEE PRESSURE SUPPLY ll _`J `pA �. OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 6" TYPICAL I •' TYPICAL (2) PLACES o NOTE: O. - LIME TO SYSTEMS 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 5 '-� , `s APPROVED BY: DATE'. NOTE: In II l.� 2 { = s- 1. ALL SLEEVES TO BE SCH 40 PVC. FIDW--' 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 4 _,_ �> CITY ENGINEER R .E. 9397 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. NO C •- BRASS 90' ELL - TYPICAL _ 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING. AT BOTH ENDS. ✓ I Co (1) PLACES 4. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. Exp 49 DESIGN RECOMMENDED S. ATTACH 'CHRISTY' VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND fq �� J.F. Davidson Associates, Inc. " VALVE NUMBER TO CONTROL WIRE. lfO /�� JFD ENGINEERING PLANNING SURVEYING TYPICAL SLEEVING F l/lLl� � ARCHITECTURE LANDSCAPE ARCHITECTURE L SHRUB , GROUND COVER I REDUCED PRESSURE BACKFLOW C REMOTE CONTROL VALVE WITH DRAWN 3880 Lemon Street Suite 300,P.OBox493.Riverside,CA92502 SHEET i SPACING F'REVEN t ER SHUT-OFF VALVE 81 UNION CB 1714,686-0844 FAX 714-686-5954 OF I CHECKED DRAWING-NO E. NO FI • AM DATE 2/10/89 FILE NO Q(y W.O. 4 8810538