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Home My WebLink About1366-L DEVELOPER/OWNER LAND. SCAPE ARCHI T I E URAL PLANS HUGHES INVESTMENTS 2 CORPORATE PLAZA, SUITE 250 NEWPORT BEACH, CA, 92660 PM 11838 (714) 759-9531 LANDSCAPE MAINTENANCE DISTRICT No. 2 VICINITY MAP GENERAL NOTES SHEET INDEX VICINITY MAP .SHEET 1 COVER PAGE PROJECT SITE SHEET 2 BASELINE IRRIGATION PLAN SHEET 3 VICTORIA PARK DEMOLITION PLAN .� � SHEET 4 VICTORIA PARK IRRIGATION PL/1N SHEET 5 IRRIGATION NOTES AND DETAILS 'a torl 1. An Er #tftttent Pemtlt tifid be opts+, f m the City Ergine prior lo oamnnsnekq arty work. SHEET 6 BASELINE PLANTING PLAN °N° r iftm,,,' Ave 2. At work shah be performed acoording lo current City standards and the Standard Specifications for Public Works Constriction. SHEET 7 VICTORIA PARK PLANTING PLAN Y SHEET 8 VICTORIA VILLAGE PLANTING NOTES AND DETAILS rJ ,�• � R... 3. At the confusion of rough grading, on agronomic soft report shall be kwnishd to the City Inspector and all such recommendations w 0"00/ from such a report shah supercede soils amendment recommendatiDns shown on the plans. 2 Q reO"do M„a 4. Upon oDmpletion or Instaeys Rtlon, a m0wenance period of one hundred and eightoSO) daIs required prim to Anal acceptance of the CL work Maintenancechxt � the C�. shall Ine wd+^4� Pro ^0•ee "*lion, pruning. raisingtree root ballpr � � +ytrs which settle below aide, a _ fertilizing and sptng such sprays as are neo""q for proper ere and upkeep. Maintenance also irndudes all repairs, replacement. 9 de+*ft and air usting neeeswary to keep the Irrigation system in good working order with proper coverage. C&n- ncoffynt date for v _ < � Interf nye.oettl?� shill be Approyed In wrltlno by the City InspR cuff. MAINTENANCE PERIOD SHALL BE L c ADEQUATE TO VERIFY PLANT CHARACTERISTICS AND ESTABLISHMENT. w S. OM oantroflem chart shat be pro~ tor each oDntroAer. Controller chart shall be the maximumsize the oontroNer door will allow and " showthe area oovered by Vw automatic controller. The chart Is to be a reduced drawing of the actual as-built system. *4+kllowoer, In Ow event the oontroBw segienc�e Is not legible when the drawing b reduced. It shaft be enlarged to a size that will be feWWAe when reduced. The chart shatf be a bladcline print and a different color shalt be used to show the area of coverage of each co 11ER =RDIMb i FREEWAY hl-pSTs Wtw-n completed aind approved bytib • I the Public Works Ins r the chart shah be hermetically serpied between two of 00 pimp* emch piece beteg a rr**ntrn of 20 mNs. thick. The chart shall be mounted using Velcro or approved equal " of tape. These N dtlarts must be oorrt 4otod and In plaoe prior to Anal aoeeptarim of work by the City. r J XO SCALE t. r wide x 6' deep oww"fe mtowstrlpe s11M be provideA between all shnWgrouxndoover areas and turf areas. Mowstrips shall afro be > pronesl bvnerth metal ler►c:lrng and where City malntp4 ned areas are ad*vnt to privately mairntatrrod areas. °C a a 7. SldemeNt Wfout is aonvaptuel only. Approval of the And stdewelk layout shall be made In the Asid and adjusted as neeeksary to meet a MAINTENANCE RESPONSIBILITY MAP Hel � as approved d by the Public Works Inspects and Pro}ec . t Planner prior to Anal construction CONSULTANTS 8. Applirmtbn of any chemicals shall be by State tbensed personnel. 0° 9. Any Imes wttfnirn Ave (5) Net of wafts, walks, curbs Or Other potentially root-damaged hardscape shaft be Installed with rooteantrol OWNER ARCHITECT CIVIL ENGINEER _ barriers. Prior to boc*1111ing tree(s) planting• contractor shall have the City inspect root barrier installation. HUGHES INVESTMENTS SGPA/ARCHITECTURE i PLANNING J.F. DAVIDSON ASSOCIATES TWO CORPORATE PLAZA 1565 HOTEL CIRCLE SOUTH 11200 S. MT. VERNON AVE. ELECTRICAL ENGINEER SUITE 250 SUITE 200 SUITE ` 10. NO Bees shalt be planted within three (3) Net of curbs. NEWPORT BEACH, CA 92660 SAN DIEGO, CA 92108 COL OND CA 92324 PROLECT (714) 759-9531 (619) 2997-0131 (714) 825-1082 9455 RIDGEHAVEN COURT I 11. At We" are to be Wiled: Nn Net from street t, or lairnbtCed oonerele box: fit Net from drive FAX= (714) 759-0128 FAX, (619) 294-9534 ~ airy► Mph power pole. FAX: <714) 825-9583 SUITE 260 T- aggro cin, Are hydrant, undoerground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from ante SAN DIEGO, CA 92123 w « « BRIAN MCCONNELL STEVE FOBES - PA DON EDISON (619) 565-2525 mo Y TIM SCHROPP - JC TERRY TABIOLO FAX, (619) 565-1095 U _ I SOILS EN�jNj<i•R TDM LASHELL W_ 12. SLOPE SMALL NOT EXCEED 3:1 GRADE. STRUCTURAL ENGINEER MECHANICAL CONTRACTOR U CITY MAINTAINED PETRA GEOTECHNII:AI.� UTILITIES� LANDSCAPE IN 1 3185-A AIRWAY AVE. R.W. WILEY t ASSOCIATES WESTLAND HEATING L AIR CONDITIONING Z COSTA MESA, CA 9262226 225 STEVENS TE. 208 3041 ROS WELL STREET 4 I 13. This plan is connected to existing landscape and irrigation. Prior to new AVE,v J I PARK AND MEDIAN construction a joint inspection and documentation of the existing areas condition shall (714) 549-8921 SOLANA BEACH, CA 92075 LOS ANGELES, CA 90065 a (619) 792-6579 i occur with both new contractor and City Inspector. At this point, the new construction FAX (714) 549-1438 (213) 254-6762 I contractor shall be responsible for maintenance of both the new and existing areas with a FAX, (213) 254-3099 } RANDY WILEY - PRINC. F' OWNER MAINTAINE j ' follow up inspection of both areas prior to City's acceptance of the new area. CINDY SMITH - ENG. JACK LYNCH V ANOOSHEH GARDOONI t LANDSCAPE �� — _ .. w LANDSCAPE QUANTITIES AJCAMQ 6 Z c a O '0 'J TOTAL SGS. FT. CITY MAINTAINED AREA: 209072 SF 04 tie oro TOTAL ACRES CITY MAINTAINED AREA: .46 ACRES (' r _ I " ` Q TREES IN R.O.W. TO BE REPLACED: (30) Q I I a PIRG � Q � • ^ �.•r DESCRIPTION OF REVISION LATE _ — AP►ROYEO W /'�•� I _ ! VICTORIA PARK LANE: (22) PINUS HALEPENSIS @ 10 0 O.C. oc ._ n — CITY OF RANCHO CUCAMONGA o / — I VICTORIA PARK LANE MEDIAN: (8) JACARANDA ACUTIFOLIA @ 30'-0" Q 1 O o'o • ��'� BASELINE ROAD: MAGNOLIA GRANDIF LORA ' SAMUEL SUMMERS' y. X BASELINE ROAD MEDIAN: @ 30'-0" O.C. E'-' Z BASELINE ROAD AND VICTORIA PARK LANE BqS� :_ ` > I CITY �et LANDSCAPE PLANTING AND IRRIGATION PLANS FOR BASELINE ROAD WILL U LANDSCAPE IMPROVEMENT PLANS MAINTAINED F R N LANDSCAPE MEDIAN - COMPLY WITH CONCEPT CURRENTLY UNDER DEVELOPMENT BY THE. CITY OF • �= -� RANCHO CUCAMONGA. REF: LAURA BONACCORSI, ENG. DEPT. PM 11838 1C V �Eo �rsDSC�(of'� APPROVED DY0t DATES /� y = c'yi CITY ENGINEER /`� R. C . E . i 22397 V DOUG S NEWCO �� DESIGN //. RECOMMENDED z ` J DRAWN SR �� :HI OF 8 s N0. 1444 (j F. r s19�OF CRI.�FCHECKED 5�.� ORA G NO . DATE 4/11/89' FIFE NO.,. _ SHEET NOZ0 OF - - srs�o0) __ -- — %Lw -T 1 Tl — xC G1v11— t�G► It) 1'i. -_ ,I f tow. Z" o-. -4c)?�t, rim _ — � BASEL I l� ------------ ROAD Z co co N 04 Y U __ W U Z J CL F- _ v r I _ � 1 LANDSCAPE PLANTING AND IRMATION PLANS WILL COMPLY WITH CONCEPT CURRENTLY UNDER DEVELOPVFNT BY THE CITY OF RANCHO CUCAMONGA REF:LAURA BONACCORBI ENDINI~FRING DEPT. SEE SHEET 6 FOR PL °° ANTING PLAN W �1. V 3 Z J • d • L r • • • cm • � T-�`�� __ � ' v I -- I DESCRIPTION OF REVISION CITY TTY MAINTAtH6 � DATE APPROVED ~ r� LANDSCAPE IN i W PARK AND ME6IAN CITY OF RANCHO CUCAMONGA _o OWNER MAINTAINE I LANDSCAPE PM 11838 VICTORIA VILLAGE BASELINE ROAD J � I �►NDSGAp IRRIGATION PLA NN ir Q r 1 11 AS N E1MC0 >- APPROVED BY l DATE I uj = CITY MAINTAIN D _ j € �: d CITY ENGINEER / R.C .E ./ 22397 V LANDSCAPE MEDIAN DESIGN RECOMMENDED Z N - s NO. laaat J F CA FO�� a 0 1 KEY Y MAP N.T.S. l DRAWN� SHEET � 2 OF CHECKED g(7 DAA G N0. DATE FILE NO. SHEET NO. OF -z !� /may r• s - w ' � A A 2 a � DEMOLITION AREA 9/11/891 a` • A ' A 2 T 1 ' I to �� 2 v.I$ , G 2 I J 2 L 2 2 a l0 2 ".. 2 2 2 a , I � I Z- ._�W". .. _. �_ -I —- '12 ` "I P— 0 - , t. —1-T—1� A AL G t3 1 II 4•� a _�� a M �� , �t� 3 10 2 I 2 2 T I a 2 2 8 6 G-2 f 2 1 - - — - l� ' J 1 1 4� 2 10 J 2 ' } I� 19 10 6 � 1 � I ,\ T L N x.11 2 I 2 c IZ 2 — — _ - i a � � l0 1 \,� 2 3G u a 1/q I'I E o e It q 1 !� t �-� I 10 VICTORIA 7 12 I I 13 ;I z. , 19 �r 19 1 \ I 2 p l0 7 2 10 10 (L) / 2 DEMOLITIONPARK �•r / 7 G 7 to Jt 1I" 2 ! p 1 : AREA � \ 14 J + ` 71 it , 2 I e 2 I,y�" n M3 b i 9/11!8 IS 32 r L• 12 + ) 10 2 v T I frA n 10 I' t DEMOLITION AREA T �1-1N� e _ 10 �y�, 2 19 v 1 ► Q p 9 17 2 v 7 Q t I 10 10 I „ � 11/89 , 1 2 i a I 2 Io ; G G 7 ' 9 C_ a 1 I 1s , p -6 � ° 1 I 2 , 2 10 I p7� �, k1 I 1010 � � G V��_ � 2 I � 1 2 a 1 r I 2 c, r ti\ ✓15 !t I G c 1� ►yr �� 1 G N c. L 1 2 G N � 1 ; 2 ❑ �- A A Y I v C, 2 �C l` ICA 2 A T • 2 n W • 6 10 2 0 • 2 7 1 2n a I V Z C_ - J d } 1 II EXISTING EQOTES : 5 UIPMENT LEGEND M 2 2 THESE NO ESRAL ARE IFOR REFERENCE ONLY t SCREENED ON 1. THE INTEGRITY OF THE EXISTING SYSTEM SHALL BE MAINTAINED INCLUDING LOW VOLTAGE WIRING, UNLESS PLANS OTHERWISE NOTED. ANY DAMAGE SHALL BE REPAIRED BY CONTRACTOR AT HIS EXPENSE. SYMBOLS DESCRIPTIONS 2. ALL HEADS AND VALVES REMOVED MAY BE REUSED IF APPLICABLE. BLE. � a 1 CONSTRUCTION NOTESp 3. IT IS THE CONTRACTOR'S RESPOSIBILITY TO VERIFY ALL EXISTING CONDITIONS.TO PROVIDE A COMPLETE I , E c THESE NOTES ARE FOR REFEREN ONLY ® WATER METER SYSTEM, AND TO ENSURE COVERAGE OF THE FINAL PRODUCT. n 1OCUT & CAP EXISTING LINE. BACKFLOW UNIT .� 8 4. ALL SYSTEMS WHEN COMPLETED OR ADJUSTED SHALL BE COMPLETELY REVIEWED FOR PROPER FUNCTION, NORTH W ® OPERATION, AND COVERAGE. > PRESSURE REGULATOR O , W ' 5. ALL LANDSCAPING DISTURBED IN THE COURSE OF INSTALLATION SHALL BE RESTORED TO ORIGINAL _ t 4 H GATE VALVES CONDITION QUICK COUPLING VALVESITY RFMOTE CONTROL VALVES SCALE: 1" 30'-0" r� LANDSCAPEI IN I?kD EXISTING EQUIPMENT LEGEND B I PAR — AUTOMATIC CONTROLLERS SOLID ON PLANS K AND MEbIgN Im I OWNER MAINTAINS ! t>D ® II LANDSCAPE t / N OCCNNEGT EXrSTING LINE WITH NEW III .-..._I2-.-_ MAIN LINES-CLASS 315 P.V.C. DESCRIPTIONS MANUFACTURER SYMBOL . s 6 I � O8 R_r,I.,\t EX!STINv R='.`= r,"047--OL `. .+L\'= AND !„7„nEAgE S;_7c AS r;OTED NON-PRESSURE PIPING P.O.C. ppINT OF CONNECTION DEMOLITION NOTES 9 P. r' 0.... TO �Y.I" 114,1121 � z & FU LL CIRC O - � ♦ x SHRUB HEAD-TORO -- —��— PRESSURE SUPPLY LINES&SIZE(2•'& SMLR CLASS 315 PVC and lateral line see irrigation ., > EIheads mainline a Remove valves ^ , I/ t- ` Y t I he 10 ADD HEAD TO EX.�T� .., LIN_ � W 0 SHRUB HERO-TORO 300-12-02. 114, 1R & FULL CIRC Ian for reconstruction. \ � I � 11 CHANGE EXISTING N'�.^ ^-^^-� 1/4, 11/2 - NON-PRESSURE LINES &SIZE CLASS 200 PVC p ` \ \ .._ 37EES ® ® @ SHRUB HEAD-TORO 300-12-03- 1/4, 1/2 & FULL CIRC _ _ CONTROLLER SEQUENCE 2• Adjust existing heads to reflect site revisions and minimize ` W I 12 RELOCATE EX!S i !.,3 ;, , L•"=- AND Wi-:=: IF PIPING W!_L BE U'.�EP Pt'. GALLONS PER MINUTE � v Q LAWN HEAD-TORO 300 00 02-PART CIRCLE K9 /j$ overs ra onto hardscape. ,B4Sf� � tl�'1 REMOTE CONTROL VALVE SIZE p y \, f q0 > + Z 13 REMOVE ALL HEADS AND VALVES IN THIS ISLAND. AND REINSTALL NE'.' St�.'_'.' : ' _ _ . � J l� n SHRUB HEAD-TORO 300-12-05- 1/4, 11/2 & FULL CIRC `\`\ 0 REMOTE CONTROL VALVES Existing heads to remain. ` _ 14 RELOCATE VALVES It;3;D= NE\'.' CU^3 LINE:. LAWN HEAD•TORO 300-00-05- 114 & 1/2 CIRCLE IL = • - • 15 ABANDON 1 r . D � 1/4, 1i2& FULL CIRCLE FLAT SHRUB HEADS TO 570 6P-FS OEXISTING J� Llr;_ A REr.101 c HEADS. -__ � � � SHRUB HEAD-TORO 570-HP-12- 1/4,1/2& FULL CIRC � � X Note: � Q V X 114,1/2& FULL CIRCLE SHRUB HEADS TORO 570-6P-12' The numerals within circles refer to construction notes of a C 16 ADJUST EXISTING HEALS TO CO!JFORr.". TO Nc1'J COIJCR=Tc previous phase and have no meaning in this contract. .. LLQ 2� CONTROLLER SEQUENCE 17 CHANGE NOZZLE TO 105 C=EPEES II REMOTE CONTROL VALVE SIZE � v �- 114, 112& FULL CIRCLE SHRUB HEADS TORO 570-6P-15' p p - ,,.. � , „ ,,, ;, , ; All screened heads are not part of this contract. KEY MAP NOT TO SCALE 18 CHANGE EX,STIN3 HEADS TO 4 INCH POP-UP ANC SET F'-USH V IT,� FIN''S SEC G;AD= � A 1/4,1/2&FULL CIRCLE FLAT LAWN HEADS TORO 540P-F 19 CONNECT NEW SYSTEM TO EXISTING VALVE. 1D n 0 114, 1'2& FULL CIRCLE LAWN HEADS TORO 540P-12' This base plan IS derived from the best available information o 20 CHANGE DEGREE 0= ARC TO 1P0 DEER=ES as-built conditions as provided by the city of Rancho Cucamonga. co °f NDSC�lp ® 1/4, 1%2 b FULL CIRCLE LAWN HEADS TORO THIS PLAN IS A REPRODUCTION OFA 540P-15 � - f'�cti� cv 21 CHANGE. ALL NOZZLES TO UNDERSIZE. 0 '� PART CIRCLE ROTOR HEADS TORO 300-00-01 CITY OF RANCHO CUCAMONGA CONSTRUCTION DRAWING. �� As HEwco ``j Ch F. 22 INSTALL NEVti' VAL\'E AND EXTEND WIRE FROM, EX!STItiG I-5 � PART CIRCLE ROTOR HEADS TORO 300-00-02 pta�Qr �crl�tplr AR W 23 INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING K•5. •� VA 1(A 1/4, 1�2 b FULL CIRCLE ROTOR HEADS TORO 300-12-01 �( j� CITY OF RANCHO CUCAMONGA 1 m 2d INSTALL NEt': AND AC EXTEND WIRE FROMEX!ST!!4u N•3 - „ , E_ F ^ 'W6 Y 114, 1'2 &FULL CIRCLE ROTOR HEADS TORO 300-12-02 No. 1444 � �g q � 25 INSTALL N_\. 4A_V� AND EXTEND WIRE FROM EXISTING L-2. J�.OF �``�� c p, V.L V V 1;4, 1'2 b FULL CIRCLE ROTOR HEADS TORO 300-12-03 VICTORIA PARK LANE 26 INSTALL rJ�\, \�.,_\� A��7 EXTE', 1' . F •c • D R�S FROM CONTROLLER. � o O 00 27 INS-ALL NEW VALVE AND EXTEND FROM REMOTE CONTROL VALVE L-� SEE SHEET 4 FOR IRRIGATION RECONSTRUCTION RECONSTRUCTION @ VICTORIA VILLAGE N \V!=;.S r 0 INSTALL NE\'lr VALVE AND EXTEND\';!RES FROM REMOTE CONTROL VALVE L-6. IRRIGATION DEMOLITION PLAN 11 3 Y 29 INSTALL NEW VALVE AND TIE IN TANDEM WITH REMOTE CONTROL %'ALVE H-6. tU ra W — I.NII10 WY 22397 X crry lNal"Mot ,.CCA. No. ora.,.H RECOMMENDED Z --- ENGINEERING DEPARTMENT a WIN [ or,AWN APPROVED BY: 3 of 8 owCKwn DRAWING 40. � i�s DATE: SHEET NO. OF THIS PROJECT REQUIRES ONE (1) CALSENSE MOISTURE SENSOR FOR EVERY FOUR (4) IRRIGATION VALVES, E.G., A CALSENSE MODEL 2000-24 STA REQUIRES 6 MOISTURE PRESSURE CALCULATIONS SENSORS. COORDINATE PLACEMENT OF MOISTURE SENSORS WITH THE MANUFACTURER'S WATER METER / SIZE 2" 1-1/2" PRESS. REG. 8.0 REPRESENTATIVE AND CITY INSPECTOR PRESENT ON SITE. CALSENSE MODEL FM SHALL BE INSTALLED IN-1-INE, ONE 1 PER WATER METER, AS PER :"'� '� 1-1/2MAIN LINE LOSS (4000 12.48 NOTES, WITH "10" DIAMETERS OF SENSOR-SIZED PIPE UPSTREAM OF FLOW SENSOR AND 1-1/4" REMOTE CONTROL VALVE 7.0 05" DIAI',4ETERS OF SENSOR-SIZED PIPE DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE). EG:3" MAINLINE, 2" SENSOR: 20" OF 2" PVC UPSTREAM AND 10" OF 2" PVC SCH 40 LITERAL LINE 7.8 DOWNSTREAM: 2" MAINLINE, 1 1/2" SENSOR: 15. OF 1 1/2" PVC UPSTREAM AND 7 1/2" OF 1 1/2" PVC DOWNSTREAM. SCH_ 40_ FITTINGS LOSS (10x) 1.0 FLOW SENSORS SHALL BE INSTALLED TEN (10) PIPE DIAMETERS UPSTREAM OR REMOTE CONTROL VALVE D-8 SIZE 1-1/4" DOWNSTREAM FROM ANY VALVE, FITTING, METER OR BACKFLOW DEVICE. ELEVATION CHANGE 1.O WIRE FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE (1) BLACK AND ONE MAXIMUM DEMAND 32.4 G.P.M. TOTAL SYSTEM LOSSES 49.48 (1) RED STANDARD #614 IRRIGATION VALVE WIRES. ELEVATION 1303.1 . PRESSURE REQUIRED AT HEAD: 30 ' FLOW SENSOR SHALL BE HOUSE IN A VALVE BOX AS PER IRRIGATION REMOTE CONTROL 36 P.S.I. VALVES SPECIFIED ON PLANS AND MARKED "F.S." PRESSURE ! R.C.Y. TOTAL PRESSURE REQUIRED: 79.48 PSI FLOW SENSORS AVAILABLE FROM RICH MURRAY SIZE ITEM P.S.I. --- STATIC PRESSURE AVAILABLE: 132 CALSENSE 2075 CORTE DEL NOGAL, SUITE J 2" WATER METEk .9 100 PSI CARLSBAD, CA 92009 REG. PRESSURE AYAILABtIa (PRE-SET): (619) 438-0525 2" R.P. BACKFLOW DEVICE 8 — RESIDUAL HATER PRESSURE: 20.52 PSI._ 1-112" GATE VALVE 1.5 CITY RESIDUAL MATER 1-1/2" MASTER VALVE 1.8 PkESSURE REQUESTED: I5-20 PSI r I i as. 5 � 31.8 3 ly 3 00 00 Y� 'r' � �- �"1.�1 N a N FL� lr11 i ,► 2 y'j v 4 ��`' • Gx!sTIi.IGI GPN( JZ.O C4 ir .ZZ To g' 3 z VICTORIA pqRK LqJLu sof on II V J , W I n >' �q n 3 ►` )zot?�SEt P 14 3 5pkA 3 Go h' Ili PM 3 , ��- � 3 II � � T- 6, `fi70 of I;I w > Q CL CL ;:;-G V.KIsnKL5i 35.7 s- i I I v z" �'F1-a�i'� /.�i-VZ I I.lslf�E GUfz F5L I I�1C � I _ Zf "A4 � ca 1 I 773 ITV MAINTAfJED N I I LANDSCAPE IN PARK AND MEDIAN O JR OWNER MAINTAINE O i FX i 1"'e r=.FM, IT. I 1 �, j LLQ IRRIGATION LEGEND CONSTRUCTION NOTES 07 FQ,0�5E0 a.p, M, II,o LANDSCAPE / ( ` SYMBOL MANUFACTURER i MODEL TYPE PATTERN GPM PSIO I I `Extend mainline, controller and common wire to new valve (existing controller 1 r J O EXISTING HEAD TO REMAIN TURF TYPICAL SYMBOL, LEGEND A. stations E-S i E-8) and new systems as shown. 1 be W VEXISTING HEAD TO REMAIN SHRUB TYPICAL SYMBOL, LEGEND 8. 2O. Remove existing remoto control valve and increase sizo as noted. r � • EXISTING VALVE TO REMAIN TYPICAL SYMBOL, LEGEND S. O3 Existing heads to remain adjust lateral Ine sizes as noted. i �� J _ —% ° Z ® RAINBIRD 1812-SAM-PCS-15H SHRUB 1/2 1.65 25 4. Add new heads to oxisting system and adjust lateral lines sizes as noted. 41,Q,0 RAINSIRD 1812-SAM-PCS-120,12H,12F SHRUB 1/4,12,FULL .60,1.2,&2.4 25 CITY MAINTAINED — — { a 5. Cut and cap existing malntino pipe. RebCato existing valvv�D-7,D-s�to serve new system LANDSCAPE MEDIAN '�. N`D- ` TORO 570-613-15H TURF 1/4 —10 ,11/2 2.0 30 as shown. Connect valvo to appropriate controller station. -- _�_ F- O TORO 308-12-03 SHRUB 12 6. POINT OF CONNECTION @ EXISTING MAINLINE 2.9 35 KEY MAP N.T.S. t 7. LOCATE ALL WIRE SPLICES IN ROUND 6" DIAMETER CHRISTY VALVE BOX, r 0) TORO 308-10-03 TURF 12 9: 35 tdS RAINBIRD PRESSURE REGULATING ELECTRIC REMOTE CONTROL VALVES EFA-CP-PRS Series SEE DEMOLITION PLAN FOR EXISTING CONDITIONS. •�--- APPROVED MANT CLASS 315 PVC MAINLINE APPROVED MAN'F. SCH 40 LATERAL LINE 'EXISTING WATER P.O.C. INFORMATION �1►RoscApi- IPo, �Q• i— - 'PCy 00 Q EXISTING 2" WATER METER �`~ :� � •= POTABLE WATER @ 120 PSI (RESIDUAL) TO 132 PSI (STATIC) �� " M FEBCO 2" 825YBV REDUCED PRESSURE BACKFLOW PREVENTER ® CALSENSE FM FLOW SENSOR 3" 220P DATA INDUSTRIAL EXISTING 2" METER m INFORMATION RECEIVED FROM 0 O 102 NO. SERIES HARDIE MASTER VALVE DESCRIPTION OF REVISION CITY W CARLOS FIMBRES CUCAMONGA WATER CO. (714) 987-2591 9/11/89 DATE APPROVED N 500 SERIES WILKINS PRESSURE REGULATOR N '- CITY OF RANCHO CUCAMONGA OF CayCALSENSE 2000 CONTROLLER, 32 STATION IN EXISTING MYERS BOX RM-1-24 (REMOTE CONTROL PIGTAIL- RAINMASTER f �4Jm ® 24PC AND TELEPHONE CABLE FOR FUTURE MODEM) 0 CALSENSE 1000S MOISTURE SENSOR-COORDINATE LOCATION W/ MANUFACTURER ISEE PLAN FOR LOCATION OF S MOISTURE SENSORS.) SCALE: 1"=20'-0" VtCTORIA PARK RECONSTRUCTION AT VICTORIA VILLAGE' • cm r IRRIGATION PLAN PM 11838 Y APPROVED BY GATE ' 1lQ_ w CITY ENGINEER R .C . E . 122397 V SEE SHEET 7 FOR PLANTING PLAN ' DESIGN RECOMMENDED z ('0 , J k. SH T DRAWN - J � OF 8 Ott CHECKED — DRA G NO DATE _ FILE NO 4/11/89 a- PAWN ch SHEET NO. 0F 2,, ' t 1000'401 TO 1( INSTALLED Al A KIM[" Or 24• FROK AMI STRUCTURES OR 0010SCAPIRG• /2ABOVE FINISH WAGE FINISH WADE Irrigation Notes iiiii I I 1. ALL ABOVE ~0 ASStPMLT SMALL NICEIVC (2) COATS OF REO PtIMER ANO (1) COAT 111 x CP I(II II'I_ ;I - (ItEAIOR INAKL • COLOR AS SELECTED IT LANDSCAPE ARCNITECT. tl I I H., I Final location of the oontrotter(s) and backflow prevention device trust be approved by the city. � = CLEAN BACKFILL - SEE SPECS. FOR Chi fi t• w114.�ER UNIT IS KIT TO A STRUCTURE • WAIL, 11101,011K. ETC.) MOUNT TEST COCrS ON MATERIAL. 905 COFPACTION REQUIRED 1 _SII 0►EN OR NOM•StRUxT1IRt SLOE. Install pipe between the point d ac oonnection and the backflow prevention device In oonformance with •• s k - materials and methods required by the codes and ordinances. 4 � �•................. 1 .r LINE SIZED BRASS , IACKFIa P*EYENTOIt ASSE1gt.T 7GATE VALVE GRASS NIPPLE TYPICAL (A) KACES Install golds coupling valves within 18" d hardscape in shrub areae. Install all materials and equipment as called out on the and detafb and as described In the VALVESVON-PRESSURE ' ' 'Y 40 col+Hav WIRE— LATERAL LINE: SCif. ificatbn . 92ASS 90 TYPICAL 2 PLACES � s SNAKE PIPE IN TRENCH 1 S Ell CAl ( ) AN Irrigation pipes, valves and wiring on pias tx>�r parking areas or hardscape aro shown CONTROL ° WIRES _ l ( �' ____ __ _...' IRASS M NIPPLE schematically. Install pipes, valves and wiring In planting areas wherever possible. (I -- NON-PRESSURE LATERAL - Do rat install the system as Stour on tits drawings when K a apparent lo the fMtd that there aro I, CALSENSE - ul�l ` PRESSURE SUPPLY LINE: SCH. 40/CL.315 LINE A FITTING $KASS rrt STRATKiR WITH 60 KSN I SNAKE PIPE IN TRENCH obstructions, grade differences or variations In area dimensions that might not have been considered BRASS bRAtiS UNIO MOMtI SCREEN kT the system design. Notify the c of such obstructions or differences and obtain direction before r-- WATER FLOW IN 1-- MARLEX 90• STREET Y 9 h' hY ; loll = s` v"THICK : It' WIDE COMCIIETE ►AO continuing worts. In the event this ratification is not performed, the contractor assumes full resp- ELL rty - ; (LENGTH VARIES PER MANUFACTURER) onsibility for revisions required by the architect. I P T DRAIN SLOE O O 1 I I►tUNt 21 0 o PUN M � I� PROVIDE 2 OF CLEAN BACKFILL - In addition to the control wire sleeves Stour on the dravvfrga, Install oontrot wire sleeves d sufficient + fR011 WATER W E BOOKIE r)IIISH �RAIX size under all Ped areas,throu h foundations and walls as required to suit field conditions. Extend t-VY NARDIE EXISTtNO 2' WATER METER 12' TYPICAL " 102 MASTER VALVE $l@eV@ 12 beyond edge of hardscape Or structures. CONTROL WIRES - BUNDLE AND TAPE r� Y g is f-112• WILKINS $00 PRESSURE A � y REDUCING VALVE AT 15 O.C. AND INSTALL ADJACENT • L SCM 40 ►V STREET � , Coordinate with art subgrade contractors the location and Installation d pipe sleeves through watts; 2 DATA INDUSTRIES FLOW SENSOR = FEOCO $23Y OV BACKFLOW ►REVENTER TO PRESSURE SUPPLY LINE C 90 S EE Ell �j yt �� between planter; under roa�Ara s, paving, structures and as required b rade differences or P• Y Pa n0Y 0 other conditions. MARLEX 90' STREET ELL I � Iia - MASS NIPPLE . TYPICAL Upon CORi letton of the Irt'1 13?lon em: CALSENSE TYPICAL CONTROLLER INSTALLATION _ Y - P P 9 SCH 90 PVC NIPPLE - TYPICAL (2) PLACES L (2) PLACES Adjust the flow controls of the valves and stable flow heads as follows: Fut n all I ! � IY � adjustable head flow controls. Adjust the flow of water at the valve to vide adequate 1 1 Pro � ANTI.ORAIN VALVE AS REQUIRED 12 I11i Blt CONCRETE pressure at all heads In the system. Adjust the flow control on all heads until distribution Is T Pn Y ! _ �a: caPAr Ia TNRVST ILOCXS - TYPICAL ITE� REQUIRED even and coverage is 10096 for the Iarldscaprjd area with a minimum of overspray onto _ (2) PLACES hardscape and non-Irrigated areas. NOTE: 1. LOCATE HERO f• FROM WALKS, CURBS, NAROSCAPINt:, MOW STRIP. HEADER BOARD, ANO g ' XM 40 PVC PAt ADAPTORS provide "as-bulRs" for entire atbn em s dimensioned locations of major EDGE OF WIN. F,-, ►, , IrriO � 9 to O I ^ TYPICAL (1) "tS components (mainline, gate valves, points of connection, backflow prevention devices, valves, 1 . PIGTAIL AND LOOP CONTROL WIRE AT 90 CHANGES IN DIRECTION. • p�, Q and quick couplers) from site structures such as buildings, curbs, walks, etc. ptRISTT CONCRETE VALVE sox WITH 1 [M TURF AREAS 2. LOCATE STREAM SPRAYS 6 FROM All STRUCTURES. AND SPRAY HEADS 12 FROM All (.• U � �_I ELME TO SYSTEMS ' EXTENSIONS AND LOCKING META r IPI SH7UB AREAS STRUCTURES IN SHRUB AREAS BUT 6' FROM ALL STRUCTURES IN GROUND COYER AREAS. _ • L C L t � v - i plans landscape It r o f final Inspection,Have as lou tt a s roved Ia architect b prior to time o & � COVER OR EQUAL. P APP � P � P SP FINISH GRADE �—► for m I r re made 8 submitted to city. - 3. USE TEFLON TAPE ON All MALE THREADS. before y a s a y UFl 4 TYPE TRENCHING OiLE2— DIk4EfERS P H R PRA ` = IRASS 10 Ell • n►ICAI Provide controller charts. Color code areas operated by specific valves. Reduce size, ExTENSIGN �� ENCHINGS UBS Y Y ; WATER-PR^CF (t) PLACES - > - LLC laminate in plastic and install permanently inside the controller cabinet with velcro backing. 3 NNECPIPE T IGnS JUMBO BOX S PIPE. —�T�— r , F�1 RACK RED 10 PIPE D[Ar`ETERS — err t ! ROUND CONCRETE VALVE BOX AND COVER Provide 4 ldc coupler l:py with a swivel hose ell for eve} 8 ids /yy�ters Install ed. —I �" "J l quick ""`^r' �- xIMUM t MAXIMUM FLOW NOTE: MARKED IRRIGATION GATE - 1111 BY CHRISTY OR EQUAL. 8 bodies with 4 Inserts each pattern used NA?NLINE 1. LOCATE HEAD •" FROM WALKS, CURBS, HAROSCAPING, MOW STRIP, HEADER BOARD, AND " AWN AR VAIR BOX :• 4 ,.� , r I C.L COVER EDGE OF LAWN. 3" IN PLANT BEDS FINISH GRADE 4 oscillate (when used) sJ rMRKEO iMItATIOII Rcv, o, b 'Ct1IIST1•FfL9 LOX iR9 ll1 2. LOCATE HEAD 12" FROM ALL STRUCTURES. 4 rotary (when used) co � '0, EXTENSION "-� 3. USE TEFLON TAPE ON ALL MALE THREADS. N Go Him TO SPRIIIIIft1 • ANILE PIK 10 SII � �IIIIII 3 30 keys (manual valves) where applicable N PEA GRAVEL SKCIFIED K?TN WITH 45• ILLS r , o_� ,c DRAIN SUMP ,II _ 2 keys for each controller U L se ICN 10 IVC tMlt ADAPTOR "tI2 keys for each enclosure bok z SCA so IVC lA1dt POP-UP TURF ROTOR z IU 1" IN S00 3 H.B. keys (when used) a CALSENSE FL BRASS NlfMtt 1" IN SEED FINISH GRADE S OW SENSOR INSTALLATION 0 1 soft probe 36' Oakfield Model B a 1' IN LAWN NtEJLS 'tiMA�►TElt' CONNECTORS • 1 valve box key 3' IN ►lAt1T efDS ELECTRIC CONTROL VILYE I ) ,' ' - I �I ALVE WIITTHSBRONZEGATE VHANDWHEEL 1 five foot tree wrench (gates 31 where applicable -- (IVII 'Al 11.1 Ililll .li ill III FIN)SN CRAOE ( OBTAIN THE FOLLOWING: CITY INSPECTIONS 'SrYNP-TITE _,., li ' 1 ��IIII �� J �` • LOOPIG TAIL EX240 LONG) _ oti o' �•�o„• ° = mainlinelpressure test1trench ooverage/dig pltsltree & shrub 10 ELECTRICAL 100► (MIN. 24 LONG) �b c �� 0 3/4 WASHED CRUSHED tllll AGGREGAT A accept ancelplantingifinish grade/seeding or sodding corvlEc ass II' _ a . E B SE _ e o O s c 1 - IMSS ANGLE GLOEE - o N k = '� •• o °• • �If' start maintenancelfinal take over180da maintenance rimmm GRADE s r r ION I _ Y t + AI YE /UN J �--FLOW j II" MARLEX 90 STREET ELL SCH 80 PVC NIPPLE II • Illi JI PROVIDE THE FOLLOWING: w COMMON WIRE _ SENSOR - I IRASS NIPPLE (MINIMUM 4" LONG) IRRIGATION EQUIPMENT GUARANTEE p SCH 80 PVC NIPPLE ' P P cDnTao1. SCH 40 YC MALE ADA TORS Q o VALVE CONTROL WIRE Q TYPICAL (2) PLACES SCH 40 PVC TxT 90 ELL a BURY WITHIN t+ 1/4• WASHED CRUSHED 180 day maintenance IL ROOT SYSTEM ill, AGGREGATE ANY LENGTH DETAILS TO BE PER RANCHO CUCAMONGA CITY STANDARDS. 14 AWG WIRE =—SCH IO ►YC NIPPLE NOTE: v TO s£nsDR ,,.�. °--CONTROL 1 COMT'DN WIRES t- _ � 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. m SCI( 40 PVC SzSsT TIE PRESSURE SUPPLY LINE INTI-DRAIN VALVE AS REQUIRED NOTE MARLEX 900 STREET ELL CALSENSE MOISTURE SENSOR INSTALLATION 1. INSTALL CONTROL VALVES A MiNIMP OF It" FROM STRUCTURES OR KUMAPlNG. WN-PRESSURE LATERAL LINE A FITTING 2. INSTALL VALVES IN PLANT BEDS WNEI101 POSSIBLE NEXT TO SiDEVALKS. 3. ►LACE VALVE IDI AT R(WfT ANGLES TO STRUCTURES OR NARDSCAPING. r 4. E AMEGATE IR I OR TO INSTALLATION Of VALVE IOx. Y U S. ATTACH •CMIll , T NALrE IL witrLCATJON TAG WITH A►+ROPttIATt coNTtlaIER ANO GATE VALVE- 3ti or smaller rurE NusEll , TO CONTROL will. POP-UP TURF ROTOR � REMOTE CONTROL VALVE WITH Z OSHUT-OFF VALVE & UNION ,IYfR3 : MEUG-I-M 285ENCL05URE CL } ROUND�"��Tt VALVE BOX 1 COYER ELECTRIC METER H RIFED 'PRESSURE REGULATOR- COLOR CODED MAP FOR VALVt U • N R r — — — LOCATION INSIDE (PER. SPEC'S.) Z ,N LANT ZEDS RAIU BIRO33 DLRCWITti YtLLOW STRUCTURE OR Itusli ru Iwo COVTROLLVA r FINISH GRADE RUBBER CAP - SUPPLY ON[ KLY MARDSCAPING t I I PALL MOUNT CONTROLLER - PER 12 ACV'S INCLUDING NOS[ I MOUNT WITHIN ENCLOSURE. SWIVELS. L_ ——J 120 VOLT WIRE IN RIGID STEEL Ill �iII FINISH GRADE - INSTALL IN CONDUIT (PER LOCAL CODE) INIu jf IL PLAIITER BLD ONLY IS" Maximus ON-OFF SWITCH AND 110 VOLT EXTERIOR OUTLET TO BE PROVIDED BY ap r CONTRACTOR. 06� M ,. I LOCK NUT N X11 I FINISH I COMMON WIRE/CONTROL WIRES IN 3" � _ # )-� SLIP BASE SOCKET OVER ENO OF WIRES ONDUIT PIPE FROM METER PRESSURE REGULATOR III'! = GRADE 8" SCH. 3o XV4"CCONCRETE FOOTING ~ PIPE TO BACKFLOW = - I STEP 1 --� MIN. 2 INSTALL A MINIMUM OF 3" ABOVE DESCRIPTION OF REVISION CITY W ►REYENTOR STAINLESS STEELt7 d GRADE AND SLOPE TOP TO DRAIN DATE APPROVED N BRASS NIPPLE - SCIIEW CLA?IP STRIP WISES APPROX. S/8" FROM ENDS-TWIST TOGETnER i `-.- `� �• a. AT A �ow-> BRASS 90 ELL MINIMUM OF 2% CITY OF RANCHO CUCAMONGA MINIMUM (3) PLACES m . APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL II' ! .� i IRASS 90 STREET ELL a " ) I' Ill "Ut 1 CAVITY WITH SEALER �- -- 'E_�4� BMSS NIPPLE - 6 LONG /4 REBAR STAKE Il�lll k� (�� OF 12 DIRECT BURIAL WIRING TO BRASS 90• STREET ELL (2�" LOpG) v - VALVES: BUNDLE AND TAPE EVERY STEP 247. - PM 11838 _ ; :�•.'I • 6„ LIN[ TRENCH INSTALL WITHIN MAIN .,,. • , ti h. . VICTORIA VILLAGE PUT CRIMP SLEEVE OVER WIRE ENOS-CRIMP SLEEVE REFER TO DETAIL NO. AND CUT OFF EXCESS MIRE00 PULL BASE SOCKET O'IER ENO AS FAR AS POSSIBiLE NOTES: IRRIGATION NOTES AND DETAILScm 3/4WASHED CRUSRED AGGREGATE r, - �„� 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES � t'7f MSF STEP 3 - ,� LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPt ARCHITECT PRIOR TO CONSTRUCTIOr 1..� — PUSH SEALING PLUG INTO BASE SOCXET FINISH: 2 COATS SEMI-GLOSS ENAHELCoIOR PER CITY PM 11838 Y 2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. U PUSH MIRES TO END OF BASE SOCKET TO ASSURE 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. �Q�r<V�ND�APF4,pAPPROVED BY , DATE / � YO = COMPLETE SEALI4G Or CON:ECTION 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL / 's/J CITY ENGINEER R. C . E . 22397 U VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. PRESSURE SUPPLY STEP 4 _ . SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR II AS NEWCO �' DESIGN RECOMMENDED Q CORRECT VALVE SEQUENCE. �1 n� _ 'Y_ J LINT FITTING -- RAIN9IR9 SNAP-TITS WIRE COMNE=TOR S. RUN ONE EXTRA WIRE (COLOR: ORANCE) TO FARTHEST RCV - FOR FUTURE USE. �`-Il�L M PRESSURE SUPPLY LIVE - ---- CL,/ � 49_ DRAWN SHEET OF 8 }- PRESSURE REGULATOR VALVE ✓ QUICK COUPLING VALVE WITH METAL STAKE , WIRE CONNECTOR MANUFACTURERS• PN. NO.: (213) 724-0450 �r,F NO. 1444 U OF CAISFCHECKED DRA G NO •�- AT 4/11/89 N0. 1.fn n SHEET NO. / 0F ' G G G G G BASELINE - .W .W .co __ -- RO AD co :_ co co N N � � r CU w_ t ` ~ _ fb a ` a U CIO t i • N r w CL3 • ~ - - a W I • 7 tTY MAINTAINED l'- = a LANDSCAPE PLANTING AND IRRIGATION PLANS I LANDSCAPE IN I v PARK AND MEb1AN • WILL COMPLY WITH CONCEPT CURRENTLY UNDER I BY THE CITY OF I °NLANDSCAPE INE 11 jE y DEVELOPMENT O HO CUCAMONGA REF:LAURA BONACCORSI ENGINEERING DEPT. w coco 2' I r• � I T • SEE SHEET 2 FOR IRRIGATION PLAN _ CITY MAINTAINED eASEL�kFV LANDSCAPE MEDIAN - R°a0 Z ; J a KEY MAP N.T.S. _ r • • • • • • • i r • DESCRIPTION OF REVISION CITY DATE APPROVEO w N CITY OF RANCHO CUCAMONGA N � m VICTORIA VILLAGE PM 11838 1"=20' BASELINE ROAD co �J►tiOSCAPF (mPLANTING PLAN )GLM NEWC �f APPROVED BY DATE I w CITY ENGINEER R .C . E . # 2 397 V No 14" DESIGN � RECOMMENDED Z OF CAO DRAWN �3/5 SHEET —A—OF } CHECKED DRA DATE 710M Il_E N0 . R6� SHEET NO._1_..__0F c 0 oQ -T-,,,ri<_-AL_symeol__ 7)VI CAL Z IST►NG �I�iE To I��I N 17 pl� S P• � �5x15T I NCS- fel N E Tv I5tr lZEMou�C) � 'r`1'fi'IC.�'-L S`I'f✓itSOl. "1''�"C�L- �'(MI"�- IS'I W� I� ��-�. ,E %, ,wa,�'.•■..G,.•,aGl�lloF■•-1J�■G.ww■■. S■�-■1 F-404& .�,■z �GIJI�■wGT■ilt rw�,l rz■S� w■ w■�■�aw�5 w�Sh■�l N�■uU■SEs SP. �' ; o: ,► „ N , - C-1�•F`t:1'� 1c1 -��s�M6ol_.4 .sC�-�- '�Q G7%r GIvi- 4a C W f4� CPO ITY �i � " . T}+ To MaTu Ex!sT• T TcT�•� �T� � � uN�■ ■ rF I t" �"� • • • • • • o • • • • A� Q 0�*12 • +•1 ® ' x • _V x I J. hK TNT �N a � T I A • • • Q o • • • • • • • • • • • • • • + I x ti Nf`�Ir � la l GIYIL_ • • • • • • • • • �'± I ffOP- pIT I L IWO • • r 0 0 0 + � ('I c'A L s M t0� o 0 0 0Ch co SIS I tilT � � NY�12osr=mob M1� p� � o ° ° To KE� AI N �O rLj( AL US Se o o ° NT LAN t� A� ° ��AL sTo MAToN r_xlsTiN �-�'yT TOTAL_ ,4 �. » �ucA us sP. W GU K A.N P t►o�.ue, � �s TOM ? sxI s-p� -�p I Gam.� oN F_ F00T coil To u , I � Z L _J ® • 7 1 � � GS L_ Pr A4 1 � 2 VICTORIA PARK LANE �� ppIro� � 1 iN o = 0 .A. �x1571N GU12I3 , � �E � #SAI � T• / r// / p5 _ r T / I / 1` / P / S 4, O i 12� 1�. r` y t7 G r-' M / �IXI �ITI/ / N L1s.Nb�� aIN / q o // / / / // / /, / r // /1CIO �T JF= W 8 91 lel Is EST \ 3 // / / /j// /j / \ Z �� / / /// ///// / ////�� W GABS �I— 4 / �� ////,/// / / / / / o NT J44AFAr417A,-5 {t2Wc>�/CI7 �I I s ` 1130 6 pl GAL 5 M 1301CL IL- F oM t'l)r_-VI&H AT r- MevI"4J_ � — .I uFIF SPM,,.JE To MA C. NI: ei:-_-1'L1�,NTt_rr aS SHOWN oN TO i-_ " ~ U iZ -c NTOU I� r r_PIA Nl f-,LO pF_ -ro eLEJ�b TYFIc - s ca IN�� e u r-'O L-OcATI UN S £ �l-P-VA 1D N '` TO �n FP l��{`iT fn I K y ■■r■■�■■■1•■■wi•t■w�1•Iur■■moi•■t■r ■ SIS iN s�p�. . MATu-I �clS IN S T�4TIo1�1', � Plant Purchase Requirements ■ �,N C S pl~ 15,U- p I:.,TU��D ■ Tv�F ASSco ■ Purchase all trees and shrubs, one gallon or larger, from David ■ ■ L. Cunningham, Inc. (714) 646-7191. ■ TREE LEGEND r ■ ■ I�FLANT WItiiliitlllrt[tlrlltttirrlllllllll[llillilllllillrlllt11111[[[illilltliilltlllltllllllltll!! ■ Note: Order all ground cover plants spedned for Installation on ■ SYMBOL STREEt TREE SIZE SPACING QUANTITY F!!6o 1ST�T►�N II? TIC .- p1.�J�lT this project prior to commencing any work on site. No ■ V ■ substitutions for ground cover will be accepted. �T�wL_ OF �IKL -5 sl�� _ OBTAIN PERMIT FROM CITY PRIOR TO ■ ■ �?11JU5 �I� -ICS _• 20 06, Z2 _ REMOVING TREES. CONTOURS SHOWN = � ■�Ir■lir■t►■■■i■■■■■■�■■w�■t�■■■�■w■til TREE REMOVAL LEGEND � t�t- sIz> 01 p11.IEsavE� ARE BASED ON DATA FROM CIVIL _ J ® N� �• ENGINEER' S DRAWINGS. = a SEED MIRES: PROVIDE THE FOLLOWING AS SUPPLIED BY S&S SEEDS CO., TELEPHONE (619) 756.1347. lz5mc �f.�. - ■ ��G�-�� -oM D�'}{� 1��°9"1 c�.1. � �-°'�-`�"'i�s t►�t11.�-T� 5�a�- S'4� 11 = = v GROUNDCOVER SEED MIX "A" • Jp �Z� -70 f„ta}d, Brtiiritttrt[riirrrtttt[rirtrtrrtrt[rtttrtrtttrrrtttrtrtrrrrttr[rrr[trrrrtt[tr[t►[rt[rrttt[t� BOTANICAL NAME LBSIACRE PURITY GERMINATION ® J1A-CfAF0-IJt?p- TO 13.5 W%ST2 ''J-ri� D t IYfiL` 1L1� 010'Ii..I] I-:,6�At- 8' oc'• LOTUS I<ALO 8 95% 85% N Irw GAILLARDIA ARISTATA 2 95%• 75% JAr� J� TO 11ye 15 fl IfJ 5►dM>; LACP�"I ohJ, ►-`�f'�lk� tib- 5C14- Bloc, 5 o� GAZANIA SPLENDENS - "RED-SHADE" 8 70% 85% °0 0to( -` fil)5 �U f�'✓ 1 '10�/Et� T ESCHOLZIA CALIFORNIA 2 95% 75% • � -us .t-� �.. I� - N "MISSION BELLS" ch ALYSSUM3 95'/° W "CARPET OF SNOW ° ° - TY MAINTAIN�o DESCRIPTION OF- REVISION CITY N LANDSCAPE IN I �4 SCAPE DAT APPFi0VE0 G LUPINUS NANUS 2 95% 70% PARK AND MEbIAN N �E� qqC m SEED TOTAL 25 LBS PER ACRE I I 5�� y/f�� CITY OF RANCHO CUCAMONGA I OWNER MAINTAINE Q IGLAs NEWCt1 r LANDSCAPE GROUNDCOVER SEED MIX 'B" SCALE: 1•`=2W-13" VICTORIA PARK RECONSTRUCTION I BOTANICAL NAME LBSIACRE PURITY GERMINATIONI ��' AT m i 1 X I sl "° 14 .a VICTORIA VILLAGE !V GAZANIA SPLENDEHS 10 70% 85/° c ql �� ` ALYSSUM "CARPET OF SNOW* 95% 80% _ d f OF (',A11F4 ALYSSUM "VIOLET QUEEN" 3 95% 80% PLANTING PLAN PM 11838 rc SEED TOTAL 14 LBS PER ACRE I APPROVED BY DATE 9 W TURF SEED MlX _ eASfL1 CITY ENGINEER R . C .E . # 2239, _ TY MAINTAINED � ` V REBEL 11 FESCUE 45% ►SCAPE MEDIAN \ Maa DESIGN RECOMMENDED Z APACHE FESCUE 45'K g A-34 BLUEGRASS 10% - 15- KEY MAP N.T.S. . DRAWN f11p� SHEET SOF � .. -,r• i,x g. t v r.. .5F SEE SHEET 4 FOR IRRIGATION PLAN " CHECKED DRA DATE 4/11/89 FILE N0 . SHEET NO.44—OF �j - Planting Notes "TEenpral NOTE: 1. STAKE TREE PERPENDICULAR TO PREVAILING 1. STAKE TREE PERPENDTC" TO PREVAILING An work b b conform to all govemhg regulations and civ/ requirements. Provide and Instplans or plant material based on the count of plant symbols on the plor on the MIND. HIND spacing described In the plans or legend. Any quantities rioted are for reference orgy. Read oom�etely and be taminar with the complete construction document package Incudfrg plana, 2. PLACE •GROW•POWER' TABS IN PLANT 2. PLACE "tarot+-POWER' TABS IN PLANT specifications and details. Follow al directions. Coordinate tree placement with sprinkler head locations. Locate trunks no closer than 5 feet from CONTAINER PRIOR TO PLANTING FOR CONTAINER PRIOR TO PLANTING FOR spray heads or 8 feet from rotors. Notify city of conflicts and obtain direction to proceed. OBSERVATION PURPOSES. OBSERVATION PURPOSES. Obtain and pay for all permits, fees, kcenses and Inspections necessary ler Installation of the work. Substitutes not permitted unless specifically approved by the city In writing. Lightly rake alyssum seed Into all ground Dover areas at 3 les. Per acre, prior to planting vegetative, TOP 01 STAKES TOP OF STAKESl.andsCets�S�4TTtourl_ngpnd pQII ground cover. porrt s _ Import a ran-saline, non-sodic and low-boron content sandy loam textured sol, meeting the following MAIN TRUMK = MAIN TRUNK specifications: (2) CINCH TIES SPACED 24" APART FOR -91t pkis slab content d to Import snot b ith of Is nezoeed 3O% by weWft wa ink hPum 95% pasting tw 2.0 CITY STREET TREES OR (2) CINCH TIES SPLICED 24" APART FOR AAImetPr dove. 12" MAXIMt" (1) Y.I.T. TWIST BRACE(24')FLANGESCITY STREET TREES OR -The sodium absorption ratio (W Is not to an exceed a d Uw Mrdu ecvicai corcdvhy (eke) Is not to exceed 3.0 SCREWED TO LODGE POLES WITH 6ALY. SCREWS 12" MAXIMUM (1) Y.I.T. TWIST BRACE(24-)FLANGES WHimhos per centimeter at 25 depress centigrade. 2" DIA. LODGE POLE PIIS STAKES S' LONG SCREWED TO LODGE POLES' WITH GALV. SCREWS -The boron oontent is a be no greater than t ppm as measured on t o saturation extract. Note: Order an groundcover plants specified for Installation on this project prior b Oomrner&V any WITH A. L DGESPOLE PI STAIN, 2" DIA. LODGE POLE PINE STAKES 8' LONG work on site. No substitutions for ground cover will be accepted. STAKE A MINIKIM OF 12" INTO UNDISTUREED WITH WOOD PRESERVATIVE STAIN, Prior to and after placement on sle, have samples of Import sol taken and analyzed by Sol r� APPROVED TREE STAKES STAKE A MINIMUM OF 12" INTO UNDISTURBED APPROVED TREE STAKES Plant Latter t of Santa Ana (714)558-8333. Submit analyses to landscape architect and city. If4te: Plant 0> tnd cover and@r ail shnrb SOIL Alrtt ALIGN STAKES OUTSIDE ROOT BALL. �� ( ) y � (2) PER SPECIFICATIONS SOIL AND ALIGN STAKES OUTSIDE ROOT BALL. (2) PER SPECIFICATIONS Analysis of soil shall dictate type and quantity of soil ammendment. ARMOR GUARD IN TURF AREAS AND FRONT YARDS. For each analysis import preparation, ARDOR GUARD IN TURF AtkF.�1S ty sof im rt or native soil, include recommendations for soil a aratbn, backfill mix Go DIA. PVC PERFORATED PIPE - FILL WiTH 6" DIA. PVC PERFORATED PIPE - FII) WITH and necessary subgrade preparation. For each analysis, include existing N, P, K, Ece, Sar, Boron, Provide supplemental haul watering for plant material as required to provide vigorous growth & 00 1/2' WASHED CRUSHED AGGREGATE SASE FULL 1/2" WASHED CRUSHED AGGREGATE BASE FULL Ca, Mn and other trace elements desirable for agriculture healthy plants. 00 LENGTH Of PIPE (LOCATE 16" FROM TRUNK) 00 LENGTH OF PIPE (LOCATE 18" FROM TRUNK) Auer completion' of rough contouring, at each location shown on the plans, ice sofil samples from 3" BERM TO FORM DEPRESSED WATERING the surface and 12" below finish grade. If no locations are shown, obtain landscape architect's Fertilize every 30 days or as otherwise directed by the agricultural sol analyses. Water-in fertfftzers BASIN FOR GROUND COVER AREAS AND FRONT YARDS direction for locations and quantities. (Minimum tour locations)Include analyses cost in bid price. with overhead water. «- 77 � In areas to receive import soil,\cross- native subsurface to a depth of 24". Broadcast unify , Settle all landscaped areas with overhead water prior to fine contouring and Installation of plant , rt�enrr�st _ - _ 2 THICK cttIFYER wl.cH �o � � material. c ` and incorporate thoroughly, to a depth of 9-12 inches ;n the cross-ripped soil, the following amend- x=£ DEEP ROOT OR EQUAL CONTROL PLANTER 1 awl-J ments: (for bid purposes only.) 1 _ 22-29-ISP WHERE REQUIRED OR Sod O • . V a ' s CONTAINER ROOT BALI s APPROVED amo •10 lbs. Soil suMur/1000 square bet — 'GROW-POWER' PLANT TABS PER "GROW-POWER' PLANT TABS PER -30 lbs. Agriaikural gypsum/t000 square be Prepare sod bed per sob analysts recommendation pilon to Installation Of sod. MANUFACTURER'S RECOMENOATIONS MANUFACTURER'S RECOMENDATIONS - Blend import soil to the full depth of amended native sots to avoid any distinct sol horizon. . Keep sod rolls tightly butted to avoid root drying. Stagger rolls as I laying bricks. If sod ends — IAC1kFIll MIX PER SPECIFICATIONS l BACKFILL MIX PER SPECIFICATIONS against an open bed of soil, mound the soil against the new sod to keep the edges from drying. it I I See plans ler notes 6 details requfrfng import soft and contouring. • N� _- NAT i VE •SO I L NATIVE •SO I l nos s L TWICE ROOT BALL DII4FETER �_ = u h ntourin consists of but is not limited to creation and amendment Of t?a- ►-- PLANT PIT TO BE (2) TINES tilt = . 'i�IL ;�;, II� I PLANT PIT TO BE (2) TINES THE tarn orequi ed to establish aesthetic ilowlines, earthmounds and general landscape contours, See Qtan en_4 for seed mix, mulch and fertilizer rates. WIDTH OF THE ROOT BALI t 11" ; ii _ ' ' I WiDTH OF THE ROOT BALI fi 12" • l • BELOW THE BOTTOM Of THE ROOT = ' �� '�' IELOW THE BOTTOM OF THE ROOT removal of any foreign materials and compaction and water settlement of all soil. BALI BALL Maintenance/Plant establishment period Flne contpv� consists of but Is not ImIted to supply and Incorporation of al sol amendments, _ _ floating of soil surface and drainage fiownnes to remove depressions, mounds or ridges, establish- @psis maintenance oertod: ( 180 days minimum so ment of aesthetic shapes and finish grades at all hardscapes and mowstrip as shown in the continuously maintain all landscaped areas included in the contract during the progress of the work, DOUBLE STAKED TREE DOUBT_E STAKED TREE details, elimination of soil clumps and removal of any foreign materials and any objects greater than the basic maintenance period, and until final acceptance of the work. N m 1"in any dimension. flnlsh contourl� cons" of but Is not limited b removal of watering basins (unless otherwise When gll landscape improvements have been installed in accordance with the pians and specifics- le directed); tine raking of planting areas to remove depressions, clods, mounds or ridges; and removal tans, notify the city and request start of maintenance Inspection. If the city determines v foreign material. the work to be substantially completea and In conformance with the plans and specifications, the = of an PROt�SED TREE LOCATION BUilOING/STRUCTURE y contractor will be advised that the basic maintenance period is started. Incomplete Items will be Identified and may be completed during the basic maintenance period unless directed otherwise. Z Rough, fine and finish contouring directions are for aesthetic purposes only. Z -Perform all contouring work In accordance with the intent of grading and drainage plans prepared by After iLN work indicated in the contract drawings and specifications, including an divisions,vis , and a Includiapproved-, l Items ymmaernainte t all planted start areas by maintenance means othas watereen irtg, completed, Inspected, atg V � others. rolling, mowing, -Do not create any surface oondition that Impounds water. reseeding, mming, ng, or other �•` -Direct all surface water to an appropriate area or collectioNdiversion structure. cultivating, spraying, nwlching, triedgioperations necessary for their v care and upkeep for a period of not !M than 180 days from the starting date of the basic r necessary, to include additional Compact all import sol areas and constructed berms or mounds In even layers b 8096 compaction maintenance period. The maintenance period will be extended, if � r, G �tv5 time to meet the requirements for completion per the plans and specifications and as directed by the during construction and rough grading. Guarantee against subsidence or shrinkage for a period of r �,1 L1p t city during inspection at no additional cost to the developer. one year. ECPO r - Obtain city approval of shapes and heights of mounding prior to soil preparation. AWNING/BUILDING OVERHANG Maintain maximum slope In an turf areas. PLANT TABLET SCHEDULE 1 r 4e Supply boulders of the type, shape, color, and size range caged for In the drawings. Install boulders N ` - according to the details, before irrigation head installation. Q POY1fER PLAt�LIy.(i iABLF.IS foil CQ1NE4flQY1(II�LANI9 w HARDSCAPING 0 EQUAL Note: When observed In the field or at the direction of the city, supply and Install Jute mesh on the surface of any groundcover area where erosion occurs. Reinstall any plant material t GALLON CONtA1NER RECEIVES................................... 2.3 TABLET! a disturbed by the installation of jute mesh. Fasten mesh to the soil surface with wood pegs. a 3 GALLON CONTAIiIEn nECE1VES................................... 3-0 TABLET! NOTE: plEnting s GALLON CONTAtti RECEIVES................................... 0-0 TABLET! 1. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS t-' Weed Control T GALLON CONTAINER RECEIVES0-10 TABLET! OTHERWISE INDICATED ON PUNS: SEE LEGEND FOR SPACING REQUIREMENTS. ................................... 2 Provide weed control in all planting areas during construction and maintenance. ' SHRUB & GROUND COVER Use weed control materials or methods that do not negatively affect viability or estabtfshment of the 10 GALLON CONTAIt1En nECE1VEs....................................... 10-12 TABLETS y landscape planting I. MINIMUM CLEARANCE: V-0" FOR S GALLON TO 36" s" TREES Use weed control materials and method In conformance with federal, state and local regulations. IS GALLON- CONTAINEn RECEIVES................................... 12.15 TABLETS LARGER TREES PER LANDSCAPE ARCHITECT'S INSTRUCTIONS SPACING T. IN CASES WHERE TREES ARE 61 OR LESS FROM ANY STRUCTURE. AWNING, OR NOTES soil Prepare lon 20" • 21" sox nECE1VES...............................................14-10 TABLET! 11ARDSCAPING, INSTALL TREE IN ACCORDANCE WITH CITY Z%eapRk:-Tow Soilaration Includes but is rat limfted to removing from the site, all debris and rocks over one " INSTRUrTIONS. ' See tree list for proper spstin9. F (1) Whhpin any dimension that come to the surface during the progress of the work, supplying and 30 •OX RECEIVES...............................................10-10 TABLETS m Incorporating soil amendments, A tine contouring grades so that turf and planting area finish contours 9. TREE SPACING SMALL sE APPf�vEO BY THE city ztnoscTotA BEFORE ANY at sidewalks and curbs are as shown on the details or called out on the legends and plans. 30" •O X RECEIVES...............................................10.20 TABLETS SCHEDULED INSTALLATION. r SHOE wAL K TREE SPACING REQUIREMENTS �; �� Prior tplanting In native son, broadcast uniformly and incorporate thoroughly to a depth of 6", the .:" B)O X RECEIVES. . .20-22 TABLET! Wit :.�. followingamendments: (For bid purposes only.) ��- -�� • U ° • �( 10" •OX RECEIVE!............................................... UJI _ 6 cys J1000 Sq.Ft. Nitrogen stabilized redwood sawdust, fir sawdust or cedar sawdust. =2.21 TABLETS 15 IbsJ1000 Sq.Ft. 12-12-12 Commercial Fertilizer 60" BOX RECEIVES...............................................32.36 TABLETS V 21*_ >,�-s +o _ x-15. 10 IbsJ1000 Sq.Ft. Soil Sulfur Z * --� 30 IbsJ1000 Sq.Ft. Agricultural Gypsum t LARGEn SIZES fon_ EACH 1/2" CALIPER USE....................... 3.1 TABLETS J 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER Al amendments must be thoroughly incorporated to the full 6" depth. Excavate pits for trees and a FROM mOSE. DO 140T CRACK ROOT BALL. -' t shrubs twice the width of rootbatl unless otherwise specified. Use on-site surface soil or soil from pit >_ 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION !� ` A excavation, without organic amendment, for backfill to the depth of the base of the rootball. F- PURPOSES. r=w ( ( S.L. ,.-- �� ♦ APOWMCHso }{ '�` ° Prepare backfill rrix for use around rootban as follows: (For bid purposes only.) per the recommendations of atm agronomic soils report. t Y , =111 3 parts by volume on-site surface soil a s• s _, s �n 1 parts by volume nitrogen stabilized organic amendment 1 b. 12-12-12 Per cu. yd. of mix s1RvcTu�t[ •• 2 lbs. Iron sulr-Ate per cu. Yd. Of mix wr.�.•�r•.w The backfill and soft preparation quantities above are provided ler bidding purposes only. Final ago 3" BERM TO FORM DEPRESSED specification will follow recommendation of soil analysis. Except for the organic amendment which I. f f�CviP5 �0j 5 JOINfl'� AT ID:o"O.G. AND 3/d�� al'�VMINOV� will always be at least the amount specified here. N WATERING BASIN PXPhN J ION J 01 t<� P A-' s,�hrubs and Ground Cover i� vs u GI'fH M P.I Pl'�A.I1lF D 1 W t Plant Material LAQ DC.kF' Install quality, fun-size plants that conform to the state of cal'rfomta grading code of nursery stock I" DESCRIPTION OF REVISION CITY fl ��NA1F—L'1_�1AIN'(A1�IE.D grade. DATE APPROVED p GROW-POWER" PLANT TABS PER m r' - MANUFACTURER'S RECOMENDATIONS When inspected,plants may be approved or rejected at the place or growth and on the project site; at CITY OF RANCHO C U C A M O N G A � ! Glany time during progress of work. �,. F� •-_.- - -_ BA CK ILL MIX PER SPECIFICATIONS 4 if " i V5 ExE7 E�G,ES - Layout and Installation - CONTAINER PLANT ROOT BALL A�iP ff,0,4op_ co 4} \"i- _PLANT PIT TO BE (2) TIMES THE T' '�{�OWE►— It7H After rough grading, soil preparation and fine grading is complete; stake plant locations and obtain - VICTORIA VILLAGE � P-�, � � a /I�iC �IN WIDTH OF THE ROOT BALL i 12" (IN5TH i- �'r 'l"'j= approval from the city, before excavating planting pits, making adjustments as directed Scale BELOW THE BOTTOM OF THE ROOT Y from the drawings and stake for architect's approval plant locations not precisely dimensioned. N T 00 BALL s \ / i 1-��+- Sw�l-E L000-01`1 1J SCAPe PLANTING NOTES AND DETAILS G SOS 51 Gt 5 Plant tales dug by auger method are acceptable. Roughen or square side walls with a shovel. NATIVE SOIL planting its for trees and shrubs to a size no less than twice the diameter of tb the rooan �K° PM 118 38 U Excavate W P 9 P � 116 as NEwr,� r , unless noted otherwise on the legend. APPROVED BY DATE �� G V Install watering basins at an shrubs and trees in ground cover planting areas. _ CITY ENGINEER - A.C .E . 22397 Z Stake and tilt all trees as detailed. Zpd9 DESIGN RECOMMENDED J NO. 10,44 is• B ..Jc, a Install all street trees and planting within the public right of way In accordance with methods and `Iq�.: - �� >_ �0L DF 6 F- materials approved by the city. OF __ DRAWN SHEET V CONTAINER PLANTING CONCRETE MOW CURB - CHECKED DRA DATE 4/11189 FILE NO. 0 SHE E 1 NO _Z_�_ 0F ��" Y' DEVELOPER/OWNER UR E P LAN D- SCAPE ARCHI I C AL LANS HUGHES INVESTMENTS CITY OF RANCHO CUCAMONGA FOR BASELINE MEDIAN: BET WEEN VICTORIA PARK LANE AND HANLEY AVENUE 2 CORPORATE PLAZA ENGINEERING DIVISION SUITE 250 10500 CIVIC CENTER DRIVE NEWPORT BEACH, CA 92660 RANCHO CUCAMONGA, CA 91730 (714) 759-9531 (714) 989-1862 LANDSCAPE MAINTENANCE DISTRICT NO. 2 VICINITY MAP GENERAL NOTES _ SHEET INDEX 1. An Encroachment Permit shalt be obtained from the City Engineer prior to commencing any work TITLE SHEET 1 VICINITYMAP 2. All work shall be performed according to current City standards and the Standard Specification for Public Works Construction. PROJECT SITE 3. At the conclusion of rough grading, an agronomic soils report shall be fumished to the City Inspector and all such recommendations from such CONSTRUCTION PLAN 2 a report shall supercede soils amendment recommendations shown on the plan. 4. Upon completion of installation, a maintenance period of one hundred and eighty(180) days is required prior to final acceptance of the work by IRRIGATION PLAN 3 �� the City. Maintenance shall include weeding, irrigation, pruning, raising tree root ba0s which settle below grade, fertilizing and 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. Commencement date for the maintenance period shall be approved in IRRIGATION DETAILS 4 writing by the City Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. 5. One controller chart shall be provided for each controller. Controller chart shall be the maximum size the controller door will allow and shalt show IRRIGATION DETAILS 5 Ave the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as-built system. 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 readable when reduced. The chart shall �...�". R*64 be a blackline print and a different color shall be used to show the area of coverage of each station. When completed and approved by the Public �. Works Inspector, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 20 mils. thick. The chart PLANTING PLAN 6 shall be mounted using Velcro or approved equal type of tape. These charts must be completed and in place prior to final acceptance of work by the City. 6. 6"wide x 10" deep concrete tnawstrips shall be provided between all shn,b/groundcover areas and cobble areas. PLANTING DETAILS/ 7 y < CONSTRUCTION DETAILS 7. Application of any chemicals shall be by State licensed personnel. All pesticide applications require PCA recommendation. j 30 f ; 8. Any trees within ive (5) feet of walls, walks, curbs or other potentially rootdamaged hardscape shall be installed with rootcontrol barriers. Prior SPECIFICATIONS 8 o to backfilling tree(s) planting, contractor shall have the City inspct root barrier installation. 9. No trees shall be larrtedwithin three 3feet of curbs. SPECIFICATIONS 9 - � SER i ACING � iREI�.1 l-10 10.AII 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. NO SCALL i 0— MAINTENANCE RESPONSIBILITY MAP CONSULTANTS STREET IMPROVEMENT PLANS & BASE SHEET INFORMATION DERIVED FROM: • J.F. DAVIDSON & ASSOCIATES DOUGLAS NEWCOMB, INC. 3880 LEMON STREET 17821 SEVENTEENTH STREET w 1 SUITE 360 SUITE 260 _ . . j RIVERSIDE, CA 92502 (714) 825-1082 TUSTIN, CA 92680 (714)838-5155 OWNER MAINTAINE LANDSCAPE �� LANDSCAPE QUANTITIES � M ` 6 CA 9775 SF OF CITY MAINTAINED AREA �. W CJ S Ir Q 6301 SF OF PLANTED AREA f Q = ' Y 3474 SF OF PAVED AREA r� 1 , cc •�. Q LL. - DESCRIPTION RIPTION OF REVISION CITY .224 ACRES OF CITY MAINTAINED AREA •.• Y ..................... _ Q Q , O GATE APPROVED oc � 22 TOTAL TREES IN MEDIAN �+ CITY OF RANCHO CUCAMONGA 0 _ Z `ij 17 LIQUIDAMBAR STYRACIFLUA u. _ U VICTORIA VILLAGE l O > 5 MAGNOLIA GRAN DIFLORA SAMUEL SOMMERS - ----- - - ~ _— .. F 333T TAL 1 GALLONSHR S BASELINE ROAD MEDIAN 2 CITY MAINTAINED 0A0 -- , _J LANDSCAPE MEDIAN 507TOTAL 5 GALLON SHRUBSnDSCap � F PM 11838 �. O 6301 SF OF PLANTING/GROUNDCOVER AREA ,�r APPROVED BY /J GATE 10� �9G 3 _ = `' 1► AAs N1utta 'A 'D CITY ENGINEER -dt t R. C . E . t� 31479 - 77 CY OF 4" SHREDDED MULCH .v J . F . DAVIDSON 36% DESIGN :� RECOMMENDED KEY MAP N.T.s. U. 0 PERCENTAGE OF COBBLE M.P. ASSOCIATES, INC EP-7 1091 S. MT. VERNON AVE. — - - SUITE "0' SHEET N0. 1444 / DRAWN M.P. COLTON. CA 92324 9 (714) 825-1082 CHECKED R .C .E . NO. DRAWING NO . L.F." DATE FILE N0 . 1366-E J SHEET NO. 0F _.,. I 1 FRK W 1 — _ 1 1 `5 - o 15 �D !n -13 -6" /-cl'- zi'-o" 40 ( _ O 'I' 20 L ZOO �' I'.720 Zv' 20 �� — : E D C B2 C l - C E C B 22' 2v, LL '9 rl • I 1 a • � B A D 0 1 's , L 1 ,1 _ : z � o -o r• _ B D 40 A 0o r• C B y J 1 - + v �o D B • o� u o 1 - 1� t,IAGF- SV P E r` ci .` F ✓. 10 1. 0 A SEFL'N 1 MOhGU�(j I C � GA'f,-� ' `� A W B C '`� •' 1 7 "� IC C •W OZ�3,,o„ 11 C ;W G P��I-� rERpq — — o _0) E • • 2 0 : — :/ all • DEMOLITION NOTES /All lob or 1. CONTRACTOR SHALL REMOVE ALL MATERIALS WITHIN MEDIANS. COBBLE K • • ' MAY BE SALVAGED FOR NEW CONSTRUCTION ONLY IF MORTAR IS COMPLETELY REMOVED. ALL REMOVED MATERIALS SHALL BE DISPOSED 84, • _ IN A LEGAL MANNER. • 40 • _�_ ' 2. CONTRACTOR SHALL REMOVE SOIL AS REQUIRED TO PROVIDE � • — _ NECESSARY SUBGRADE FOR COBBLE OR FINISH GRADE FOR PLANTING W AREAS. _ __ ol 3. CONTRACTOR SHALL OVEREXCAVATE AN ADDITIONAL 24' OF SOIL WHERE ASPHALT PAVING OCCURRED PRIOR TO MEDIAN WIDENING. BACKFILL i Q , W/NON-TOXIC NATIVE SOIL. SEE ENGINEERS STREET IMPROVEMENT PLANS,AND SPECIFICATIONS. � — �� _ _ L W • ITY MAINTAINED W 4. CONTRACTOR SHALL PROTECT IN PLACE ALL NEW CURB & PAVING i LANDSCAPE IN _ : D B , „ IMPROVEMENTS. ALL DAMAGED AREAS SHALL BE REPAIRED AT PARK AN MEDIAN co 2-� -0 !0-+ CONTRACTOR'S COST. �i I • �� OWNER MAINTAINE � • Z z � LANOSGAPE 1 I 6 1 I ' W l Q I .4 I J GRADING NOTES f PROVIDE A MINIMUM 2% GRADE IN PLANTING AREAS. PLANTING AREAS r < I ......::....... U 3 SHALL BE PITCHED TO DRAIN TOWARDS DRAINAGE SUMPS. PR VIDE HIGH G 777777... H I POINTS AT MIDPOINTS BETWEEN SUMPS. i� . . ...:. .... Q � 2. PITCH COBBLE 2 / TOWARDS STREET. CROWN COBBLE AT 2/ PITCHCH — � > WHERE COBBLE OCCURS AT FULL WIDTH OF MEDIAN . CROWN CITY MAINTAINS Q,�SEL/N� Rp • COBBLE AT NOSE ENDS SIMILAR TO HAVEN LANDSCAPE NEOIA4 40 : ale L MEDIANS. 3. FINISH GRADE IN PLANTING AREAS SHALL BE 5' BELOW TOP OF CURB, r a ADJACENT TO CURBS. • � � j� KEY MAP I4.,r.s. � Ofmum _ o coo C4 Oman mom LANDSCAPE BOULDER LEGEND J 'E DIAMETER QTY. REQUIRED 18" 10 -- — — -- — O_ ' > B 2, 16 DESCRIPTION OF REVISION CITY i DATE APPROVED d 3' 14 CITY OF RANCHO CUCAMONGA 1 1 3 1/2' 6 N---4' 2VICTORIA VILLAGE_ SCALE: 1"-20'-0" '1 BASELINE ROAD MEDIAN ��,HDSC4NF � Ae 4*�'S, CONSTRUCTION PLAN P P R O V E O B YG�� f�-a�•'t D E .` CITY ENGINEER _ R . C . E . # 31479 r � DESIGN J . F . DAV IDSON RECOMMENDED M.P. ASSOCIATES INC , N0. 1444 1091 S. MT. VERNON AVE. � - ` r��lF r �,�� ►�`'�� SUITE ' DRAWN M.P. COLTON•OCA 92324 SHF.�ET OF 9 (714) 825-1082 - -- CHECKED R .C .E . NO. DRAWING NO. \ L-F- DATE FILE NO . 1366- SHEET NO. OF i i I I LIMIT OF WORK � I � STA 89+87.04 T.C. 0 6.7 7 ,. MgTCH��N vt 'lo••..,,,,,.. Its,E THS$ H EET "•••••..,,,ABOVE l a / i ca I I it I srn � �zu N o 1 ° L o ;0 STA !97+70.82 ' I � R T.C. 02.66 I mw _ -- -A x r I LIMIT PARK LANE VICTORIA { Ube 1 O O - _ n t -O OO o / 0 1 11 I 0 W1U r� �� r . I ,t m , �t �►' Zi -75 u nc 1 KUL u, , I T pr L T LD 111 _ '1 1 m IT L rm - v - mm �. %qk\ 1 ► I , , , M -4 k zr �� W T or l c7 o O n / `'' �''' > �� z c� o Af m i z < pr ; CD H ;Z CD / < o � o m 0 , O m c' latest m to ',•,,••••,�� o mEnC •� i Z q / N s •h o < D h,, - m z cn(n • Z �, n •,�� ! �Z N •' o '' v Z MgTCti`FIN /��rrr�. N r o - Z Z N im 0 r " l l �'I HEEr BEL "''ow '•• of rn04o rn n z Z O cn M o O = m __ D m C) C7 O X m o - m Z m 0 G-) mmD ' om�VICTORIA —PARK LANE 7 _ --- — —z0 0 O 0 7n�ot- z 0 140 0 �1 i(lJl n o � '��> JU�l-� � �!�L ��(/ CJ(� Y _�C I� , -�- �� ,�� tial ��,�,� � 0 /�- 2`7 "�!� '�� {.��► MOTE (QUIPKIIT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY STRUCTURES OR MARDSCAPING. CITY PRESSURE CALCULATIONS SET PARALLEL TO STREET WATER METER N STA.94+50 tM=E 1 1/2" MEYERS : WHEN UNIT 1S NEIT TO A STRUCTURE (If. WALL. WILDING, ETC.) MOUNT TEST COCKS ON 13030. MEUG-I-M�ENCLOSURE OPEN OR NON•STRUCTURC SIOK. ELEVATION - XERISCAPE ASSESSMENT SYSTEM SUMMARY ELECTRIC METER BRASS UNION STATIC PRESSURE HIGH150 LOW145 .................. IACKFLOW PREVENTOR ASSEMBLY SOURCE OF INFORMATION CCWD - Jotin knapp POINTS -REFERENCE L COLOR CODED MAP FOR VALVE LINE SIZED BRASS � ' CLAIMED (Sheet M/Rc f. M) LOCATION INSIDE (PER. SPEC'S.) BRASS NIPPLE - TYPICAL (4) PLACES PHONE NUMBER 714/9Ej7-2591 (. LANDSCAPE [Point Value] r c, s�ttsE poo CQ1�TTtRV.fR GATE VALVE � t DATE OF INFORMATION 6/25/90 1O. Water conservingplants.[20] 20 6/1 I ( WALL MOUNT CONTROLLER - MOUNT WITHIN ENCLOSURE. BRASS 90• ELL • TYPICAL (2) PLACES HAROSCAPING 2O. Turf limited to 25% (45%residen6a].[201 20-no turf 6/2 L_ __J 120 VOLT WIRE IN RIGID STEEL H.G-L MEAN ELEVATION (RECKNRED IF STATIC PRESSURE UNKNOWN) O10 fi/3 CONDUIT (PER LOCAL CODE) , Plants grouped by watering need.[10) ON-OFF SWITCH AND 110 VOLT ; 4. Hartlsca (non-irrigated) EXTERIOR OUTLET TO BE PROVIDED BY •-------------- BRASS NIPPLE; WATER METER pcsurfaces.[10] 10 3/4 BRASS WYE STRAINER WITH 60 MESH J U� ELEVATION (� 1303.06 05 Permeable paving.[5] 5 6/5 r CONTRACTOR. W • .v� LOCK NUT ►• MOREL SCREEN W/PRESSURE REGULATOR. j i I x sz3• 1 SO, Low-water turf varicties.[5] 5-no turf 6/6 FINISH COMMON WIREICONTROL WIRES IN 3 e 1304 .4 1 , I' ; REMOTE CONTROL VALVE size 7, Mulch provided in non ground cover arcas.[S] 5 6/7 GRADE " SCH. 80 PVC CONDUIT _ &"THICK s 12" WIDE CONCRETE PAD - '� t'� � �II� MAXIMUM DEMAND 4.P.1�4. O B 2 X ) X 6 CONCRETE FOOTING = (LENGTH VARIES PER MANUFACTURER) 1 , ;ILII MIN. ? INSTALL A MINIMUM OF 3" ABOVE 0 12" SLOPE TO DRAIN AT MINIMUM 2t �:;'fi'' � ELEVATION OF 8O. Soilamendments.[5) --- --- c+, a. d 000CRADE AND SLOPE TOP TO DRAIN ^• IIII HIGHEST HEAD Total Points Claimed: 75 1306.2 t ;lid ab :. I FROM WATER SOURCE ' li��-=� AT A MINIMUM OF 2L FINISH 6RAnE i i - �••• ® .0 +- (Minimum Points Required: 601 = PRESSURE R.C.V. �� '- , I ; I _ _ CLEAN BACKFILL - SEE SPECS. FOR CITY. ISM L Loss Al ur 14 DIRECT BURIAL WIRING ro I� l� �� 0 I lil ( MATERIAL, 90% COMPACTION REQUIRED �` if. IRRIGATION Point Value VALVES i BUNDLE AND TAPE EVERY �V /'f ' - 1." WATER METER g [ ] 6 . 15 FT. O.C. INSTALL WITHIN MAIN R.P. BACKFLOW DEVICE '8 9, Low gallonage irrigation system.[20) 20 3/9 LINE TRENCH. ( 5 4 h _ _ SAND 1 1%2" -( . 02 )- ' s - GATEVALVtrtS t0 Automatic controller.[20) 20 3/10 REFER TO DETAIL G#f-7?"5Mr-eT ply F � t BRASS NIPPLE; TYPICAL �0 Ill 1 1 . NOTES: (2) PLACES _ _ NON-PRESSURE LATERAL LINE SLEEVE I VASTER VALVE t1. Designed to water plants by watering needs.[101 10 4,/11 SIZE TWICE DIAMETER OF NON-PRESSURE -`II �111� = LATERAL LINE 50' 1-T-- PRES9. RE0.(FALLOFF) 5 . 0 12 Soil moisturt senson.[10] 10 3/12 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES -90': THRUST•BLOCKS TYPICAL =� { MAIN LINE 1 • l O COMPACTION _ ;. � ,. 12 a12 X12 CONCRETE LOCATION TO BE APPROVED IN FIELD BY THE C-IT-1 IN5rerMF , . PRIOR TOCONSTRUCTi00 i REQUIRED t (HR PLACES ti _I��I , CONTROL WIRE SLEEVE - SIZE PER PLAN 85 ' MAINUHE p- t3 Rain sensors.[S) --- --- FINISHs 2 COATS SEMI-CLOSS ENAMEL COLOR PER AM14-rja -pr.^N �` INSTALL ADJACENT TO PRESSWRE SUPPLY 2. COMMON WI Rt TO it WNITE AMO CONTROL WIRE TO BE RED IN COLOR. o t i _ LINE 1 4" REMOTE CONTROL VALVE ASSEL43LY G.o t4 Wind sensors.[S) --- --- I rr. a, _ 'a:r ' 3. NO SPLICES SHALL BE MADE B[TWttN CONTROLLER AND REMOTE CONTROL. VALVE. A,';I SCH 40 PVC MALE ADAPTORS (2) PLACES VIII (IIII (_t; i LATi`lW LANA LOSE -0- 15 Sensitive w slope factors.(S) 5 3/15 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL _ '� G LATERAL LINE L•Otft.1 -0- VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. �,p x t �' LINE TO SYSTEMS III - PRESSURE SUPPLY LINE SLEEVE SIZE LAYtCt l UNE L088 4 1 16 Reclaimed or recycled water.[5) --- SEQUENCE SN" ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR �J Ni ICE DIAMETER OF PRESSURE SUPPLY CORRECT VALVt SEQUENCt. FLOC O 6' TYPICAL LINE ) 0Total Points Claimed; 65 I �R FlTT1►�IG.s LOSS(1tM .4 + , S. RUN ONE EXTRA WIRE (COLORS OMMC[) TO FARTHEST RCV - FOR FUTURE USE. �O tucVAT10N CHANGE(1) 0• S [Minimum Points Requirtd: 601 uusS 90• ELL • TYPICAL ATE: _ C (2) (LACES TOTAL 9YSTXMLOSM: 30. ,. . MANUFACTURERS' PM. NO.: (213) 724-0450 w 1. ALL SLEEYES TO BE SCH 40 PVC. . � _ I PRE69UMr TO OPERATE HEAD; 9••0•0 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 90,E TOTAL PRsf3SURj RJEOUttt>!•O: _. . CONTROLLER BACKFLOW DEVICE' TYPICAL SLEEVING A � � LOWEST _ AVAILABLL- SURU195 - PRE•3°T REGULATED PRrSSURE(IF . RCGLYREtD): 70. 0 RESIDUAL WAIrH PR&$,1WRE: 1G-13 CITY REOUIMf0 RSSIDUAL WATIER PRESSURE': Is-20 PSI grn5Andx-pe Rwivod 3/t;+0 ROUND CONC. VALVE BOX b COVER MARKED "IRRIGATION GATE" "CHRISTY" F1.8 BOX b FL80 LID (OR EQUAL) " IN LAWN ARFAS 3" IN PLANT 8EDS FINISH GRADE r X111 III�� IIIA �� I�!I�ill l•I RA__LU'1T_ I I I - -_ ill = ►11111 17 p(RTSTIE CONC. VALVE BOX 2' IN SHRUB AREAS -_ -- = il�li� - CLEAN BACKFILL - SEE SPECS. FOR WITH 2-6• EXTENSIONS AND MATERIAL. 90% COMPACTION REQUIRED LOCKING COVER. FINISH GRADE z - - • a W G0 _ UF14 I'� NON-PRESSURE LATERAL LINE: SCH. 40 a EXTENSION I; BRASS GATE VALVE SNAKE PIPE IN TRENCH WATER-PRCOF CONNECTIONS - - Jt1NB0 FOX _ WITH BRONZE HANOWHEEL 5 PIPE BEACK RED 10 PIPE DIAMETERS OR 30' - ! u ' ill - PRESSURE SUPPLY LINE: SCH. 40/CL.315 DIAMETERS - ` , J _ - OR s0' WHICHEVER -' WHICHEVER IS LARGEST z IIIIII y' ✓ - •' Y - SNAKE PIPE IN TRENCH 'c�.� o�•w°�.,�,a• 3/4" WASHED CRUSHED a {II -- �_ I (� 2E l ff IS LARGEST oo�! o ••, ,4 T_ IIIII�AGGREGATE BASEQN � o o a � - - - •.v O •. G O, li MAINLINE - = PROVIDE 2" OF CLEAN BACKFILL 1111 =:�lilll 12' TYPICAL CONTROL WIRES - BUNDLE AND TAPE FLOW SENSOR d� I SCH 40 PVC MALE ADAPTORS AT 15" O.C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE -_;t EXTENSION i �. � NOTE: NOTE: n_ 60 MIN. o �o• • ° PEA GRAVEL 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1 . PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION. 2• V_ �� DRAIN SUMP 6o' MIN. - FL�W SENSOR GATE VALVE F TYPICAL TRENCHING Ik D E. LEGEND DRIP EMITTER SCHEDULE 1. CONC. CURB 1 GAL. SHRUB - 1 EMITTER OUTLET PER SHRUB v 2. COBBLE - 3 SHRUBS PER SALCO PC6-2 EMITTER - CAP 3 REMAINING PORTS FOR FUTURE ' 3. MAINLINE 5 GAL. SHRUB - 2 EMITTER OUTLETS PER SHRUB DESCRIPTION OF REVISION CITY 1 4. PVC CL 200 LATERAL- 12' DEEP - 2 SHRUBS PER SALCO PC6-2 EMITTER DATE APPROVED - CAP 2 REMAINING PORTS FOR FUTURE 5. PVC SCH a0 SLEEVE -24' DEEP 15 GAL. TREE - 4 EMITTER OUTLETS PER TREE CITY OF RANCHO C U C A M 0 N G A 6. TREE EMITTER - 18' FROM TRUNK - REFER TO DETAIL SHT. 5 - 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS r • - 7. ACCESS SLEEVE -E^L,co DA S8 EMIITTt!`Z- 4c�!!�Ck- - CAP 4 REMAINING PORTS PER EACH EMITTER FOR FUTURE VICTORIA VILLAGE B. EMITTER OUTLET SALCO PC6.2 (6 OUTLETS @ 2GPH EA) BASELINE ROAD MEDIAN 9. DISTRIBUTION TUBING - SALCO CT-125 - PLACE UNDER `VMLXC0 BUT ON tttltttt�ttttttttttt�A�t � t ..ti. �t t t �ttt�tt�tttttt�tttt�ttttttt .t. �tt�t�t�t�tt�tttttttt ��tt�t... FINISH GRADE,W/Bu�CApS (6 FT. MAX. LENGTH ONLY) A' v,Ml)sraPF IRRIGATION DETAILS - 10. SALCO EOCV-125 EMITTER OUTLET CHECK VALVE \S•��R` / ��s,, .� v APPROVED BY ��..// nn GATE /a ' - yid 3 I I Io q 13 � 11. SALCO DTS-20-400 PLASTIC TUBE STAKE �, #_ `� oouclAs NEwCO B � � I TY ENGINEER�i��++7� � R . C . E . # 3�a�s � ! 12. 5 GAL. SHRUB - � GW'' eo!A 'T'1"�2 so-*CDU DESIGN B•W _ l J . F . OAV I DSON RECOMMENDED 4 ASSOCIATES, INC -F-W - 8 I5 13. 1 GAL. SHRUB - 5,ee I 'P '?'1'E'R-��+-6b:�1.6 ---- -- - 1091 S. MT . VERNON AVE. ' NO. 1444 \! DRAWN M.P COLTON•OCA 92324 SHEET SI"4'PUB AND TREE WELL INSTALLATION 1a. a• THICK �� MULCH �r a� 4 of 9 f OF CALVF4 (214) 825-1082 1 15. TREE - E'er OP4P aM I'('"LrZ c45CH'i✓pl-rL-G CHECKED R.C .E . NO . DRAWING NO . L.F. DATE FILE NO . 1366- SHEET NO. OF + CONC.rAtYE 101 1 C.I. ER CONC. VALYt 101 1 C.I. COVER 12 NM KI D 'I RR I GAT I ON ACV' NYU KI 0 'I RA I GAT I ON ACV' ; 'CHRISTY'FL9 101 IR9 LID %WISTI•FL9 BOK IR9 LID TO S►RIwn[R • AN . PIPE TO ANLL[ PIPt TO 3'-g• SKCIFIED DEPTH K 0' ELLS SPECIFIED DEPTH WITH /S' [LLS 3 4 MI NI MUM 1 SCM /0 PVC NAL OAPTOR SCN /0 PVC NAL[ ADAPTOR F 0 J Ir 4 2 SCM a!0 IVC ON SCH BO PVC UK 7 N e - BRASS NI E PPLE 1 IRASS 4 1' IN LSM AREAS 'SUN 1tE* CONNECTORS a1a111�P-T1T�w CONNECTORS 1 IN LAWN AREAS 5 07 IE c 3' IN PLANT BE Et RIC CONTROL VALVE �• tH PLANT BEDS ELECTRIC CONTROL VALVE N-"�- / 6, -- l( i o o 11), FINISH GRADE flIII ISH GRADE 1 10 � 00 �- _LI �� -PIG TAIL EXPANSION TAIL EXPANSION �I!III - LOOP (MLN. 24* LONG) uirL - R LOOP (MIN. 2/ LONG) _ 'll I MASS ANGLE GLOBE __ -- BRASS ANGLE GLOBE = 9 ---t. VALVE W/Ul ION = - l pt VALVE w/Un ION 9 _ <--itOw - 9 - BRASS NIPPLE z = BRASS NIPPLE 7 SAlGO OAS•!ACCESS SLEEVE 3//• WASHED CRUSHED ( g 3/1• WASHED CRUSHED _ " AGGREGATE 6_ DEPTH 2. 3rt- WASHEV AGGREGATE. LEAVE SPACE BETWEEN AGGREGATE 1. BRASS ANGLE VALVE WITH UNION - SAME SIZE AS RCV � � �iI 1 1 i .� ErA:TTER AND IOP OF AGGREGATE.. NOTE: PLACE EMITTERS & SLEEVES OUTSIDE ROOT BARRIER ' `_ =SCH 90 PVC NIPPLE 2, PVC WYE STRAINER WITH INTEGRAL BALL FLUSH VALVE AND DOWN ---SCH SO PVC NIPPLE STREAM PRESSURE GAUGE. SALCO DYSFG - PLAN SIZED* 3- ACCESSSLEEVE CAP. VASOVEFINISHGRAr)E. - .�.---CONTROL 1 COMMON MIRES 3 HL=MOI E: CONTROL VALVE - RAIN BIRD PRESSUHL SLHILS - PLAN SIZED 4. MEDIUM GRIND SHPEDDED LIULCH COYER OVER DIST. 1. TREE TRUNK _____�_-_ _ _-__--- �--CONTROL 1 COM}bM WIRES - - 2. V LODGEPOLE PINE STAKE(PER CITY STANDARD) s �4 c c " TUBES Iuxuw�u T,�ti K, - - ';4 4. ,.,CH. 80 CLO�L- NIPPLE - SAME SIZE AS RCV 3. FINISH GRADE: 'BELOW TOP OF CURB ` 5. MPT X SLIP. FITTING - SOLVENT WELD 5. SALCO CT-I25 DISTRIPLmON TUBES WITH EOCV-125 OUTLET r 4. EMITTER:SALCO PC&2 WITH TORO 710-07 THREADED RISER FITTING OVER PRESSURE SUPPLY LINE 6. SCH. 40 PVC S X S X T TEE CHECK VALVE CAPS. SCH. 80 1/2'X 1/2' RISER SCH 40 SxT TEE PRESSURE SUPPLY LINE 7. PRESSURE SUPPLY LINE t. +r•DLt SCH.60 PVC FALSER-LENGTH AS NEEDED. S. EXISTING HARDSCAPE EDGE MOTE: 8. SCH. 80 PVC NIPPLE - SAME SIZE AS RCV 6. MARLEX TRIPLE STREET ELL NOTE: 9. (2) 2-112 X 3-1/2 X 7-1/2 COMMON RED BRICK PER SIDE 7. SALCO PC6 2 UULT1-0UTIET EMITTER WITH TORO 7. CL 200 PVC LATERAL LINE I. INSTALL CONTa VALVES A NTNINU'f OF IZ' FROM StRLCTURfS OR HARD LNG. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. 10. 3/4' OR 1' CRSS 200 PVC LATERAL LINE 12' CLEARANCE BETWEEN PIPE & 710-07 THREADED RISER ADAPTER. S. ACCESS SLEEVE 9. TREE PLANTING PIT PER CITY STANDARDS 2. INSTALL VAL IN PLANT ZEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IM PLANT tEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 11. CONCRETE VALVE BOX AND LOCKING COVER MARKED (CYR) -IRRIGATION 8 SALCO PC6 C EuITTER OLr LET CAP AS REOVIRED. 10. GRO-POWER PLANT TABLETS PER MANUFACTURER'S RECOMMENDATIONS 3. PLACE VALVE 101 AT RIGHT AMGLES TO STRUCTURES OR KODSCAPING. CONTROL VALVE' CHRISTY B3 BOX AND B3TL LID 11. 'DEEP ROOT'DEEP ROOT BARRIER INSTALL PER MANUFACTURER'S RECOMMENDATIONS 1. PLACE VAL 101 AT RIGHT ANGLES TO STRUCTURES OR MARDSCAPING. /. PUKE AGGREGATE PRIOR TO INSTALLATION OF VALVE 10X. 12. SOLENOID WIRES. PIG TAIL LACE Li' LONG ADJUST IN FIELD PER CITY 9 a A LEX DBIE.STREET ELLS BE 6'EEN LATERAL LINE AND ER 4L /. PLACE [GATE PRIOR TO INSTALLATION Of VALVE 101. S. ATTAC 'C)MIST`* VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER S. VALVE NUMBER TO CONTROL ATTACH 'CHRISTY' VALVE IDENTIFICATION L WiRtIK.iCAT10N TAG WITH APPROPRIATE CONTROLLER AND I STALL SO AS TO BE PARALLEL TO THE GROUND PLANE VAL NW-ER , TO CONTROL WIRI. STREET TREE WELL EMITTER REMOTE CONTROL VALVE WITHMASTER VALVE K DRIP REMOTE CONTROL VALVE L SALCO PCI- EMITTER WITH ACCESS SLEEVE H SHUT- OFF VALVE T- OFF VA V UNION J N.T.s. & 1 a RAIN 61RD93 DLRCytTN YELLOW t'1� nI ,,•.,,I - - ---- - ---- -_- __ STRUCTURE OR 1 RUBBER CAP - SUPPLY ONE KEY NARDSCAPINC PER 12 QCV'S INCLUDINC NOS[ 1 SNIVELS. 3 FINISH GRAD! - INSTALL IN - - 4 - PLANTER BID ONLY .. - - A - -•---- -- l - - - - CONuCr L.'i�E VALVES 'SNAP-TITS' 6 ELECTRICAL ' • � CONPIECTDRS � BRASS NIPPLE _ STAINLESS STEEL CONTRCL SCREW CLAMP Gil R_c S BRASS 90 ELL MINIMUM I ITIUM (3) PLACES FINISH GRADE BRASS 90STREET ELLE GALS_ttS BRASS NIPPLE - 6 LONG t4 REBAR STAKE 3 BRASS 90' STREET ELL (24" LONG) COMMON WIRE SENSOR r WATERFLS IN •�- � CONTROL • • • • • • _ ' 9 VALVE CONTROL WIREBURYWITHIN O ROOT SYSTEM ��1 1. LOCK DOL? 1"I 2. LIFT HOLE O o- 3. v CHIPPER MULCH _ MAIN LINA PIPs W 4. F1NIS11 GRADE 2 5. SALCO WMP-75 IT X S) 314" ?VC BALL VALVE - SGtW \ ANY LENGTH S' ��N J TO END OF LATERAL LINE. YA3TER FLOW BACK-FLOW WATER 6. 3/4" X 36" DIANITBR ALGAL RESISTANT PVC FLEX HOSE - PIC TAILED 14 AWG WIRE MOTVF+LVEr 7. CHRISTY F8 CONCE�TE VALVE BOX WITH CAST IRON F8D LID TO SENSOR '' Q :' SEn,DR PREV�,'Y7ER iw�TER B. PVC MALE ADA-PTER - LINE SIZE X 1!4" (S X T) 9. 6" THICK OF 3/4" WASHED CRUSHED AGGREGATE PRESSURE SUPPLY li LINE FITTING HARDIE CALSENSE FEBCQ I kip! /OZ -/.5 F/E't-I 11/2"825-Y-BY W/ �-'--PRESSURE SUPPLY LIN[ WILKENS IV500YSBR PRESSURE RE WL.A7�RLY! `NYE SiRA:'+ER PURGE MOISTURE- SENSOR CONTROLLER/ EQUIPMENT u U GE VALV MO1S U i V WITH M TAL TAKE EQUIPMENT DIAGRAM M - E N � OU CK COUPLING VALE E S P . I,n N s J DESCRIPTION OF REVISION CITY DATE APPROVED CITY OF RANCHO CUCAMONGA VICTORIA VILLAGE j BASELINE ROAD MEDIAN v,NDSCApf4 IRRIGATION DETAILS -- ;IAS NEWCOMB ROVED BY _ITY ENGINEER R . C . E . # 31479 -1 ---- ----- DESIGN B.W J . F . DAVIDSON RECOMMENDED \x.11444 , �3 ASSOCIATES, INC -. u 1091 S. MT. VERNON AVE. 14 D' SHEET elf a DRAWN M.P. COLTON,• CA 92324 �\ 5 (714) 825-1082 -0 F 1 CHECKEDR .C . E . NO . DRAWING NO . L.F. DATE FILE NO . 1366-L t7 Sir .SHEET oZ oZ OF p?� NOTE: DASHED LIQ STY TO BE INSTALLED WITH 15 GAL CONTAINERS AFTER INTERSECTION IS SIGNALIZED. 2 MA Rlk 8o pf E ✓EG — — _ 5 CjA�- . -5'6,LEA( AfJ F- 5 G,AL z� GLE '(bM 1 r OF 56 fHo Y 5 GP�t- 9 , ��RANL� Gam; Ilo' GL-Fk N.CF- �f`�M c-L)Nt�, 2� oc . I_1 Q S1 _ • O A I-; I lam'G i-EAJC I • G,�l-, 3' GL-EA�Ad.1LE P,DM GV�,2'� 'oG 1'�� V� '�� P,� ��-�k�ED A�T� • IN1E��EG'ivu 15 G16t,AAL-,ZED LL. • 0 CD OD a < ci BAo E�IN E ' -' ' W . m RO • W AD . y ' •2 •Q • ` t • • i or OR . - *bco — . 1 • CITY MAINTAINiEOUj I a vac, _ PLANTING NOTES LANDSCAPE IN tj I PARK AND MEDIAN GVH$ 3� 'pG (o 1. PROVIDE 4" LAYER OF SHREDDED MULCH IN ALL PLANTING AREAS. OWyER SINTAI`1E LANoC aP=_ „ W 2. PLANT CLEARANCE FROM CURB BASED ON CENTER OF PLANT. Z 3. ALL TREES SHALL BE PLANTED WITH ROOT BARRIERS. 1 I I W • ' Q 4. SYMBOL FOR REFERENCE NUMBER OF XERISCAPE ' J + • i l Y • SHOWN ON SHEET 7. r • r � I i 1 0 - I • �a.� �� NPN � A 1 • I G1�I � I(o - G�� G1AI_, I o'/Gi_EAP GE ' CITY TLANoscAPE MEDIAV B FL,N E R °aJ �oNf GV 2 N �f�M Gv('�� 2� o.L. FI P� � � � Ll• Q MA • GiAI.., Zo'o,G. KEY MAP N.T.S.cq WOO J • d0 0 t- m � • N : ' J � V l � . _ DESCRIPTION OF REVISION CITY - I DATE APPROVED Syrnw Botanical Na" Size Common Nama 1 Ca„ments ' CITY OF RANCHO C U C A M 0 N G A Tm" {i f� N - 7( _ LIQ STY Liquidambar Stra lua•FesHvaf 15 gal. Meften Sweet Gum T-0NNT x 2•-3•SPO VICTORIA VILLAGE J��wSCALE: 1"=20'-O" — - --- .. - --- MAG GRA Magnolia Grand'Rlora'Samuel Sommer=' 15 gal. Samuel Sommers Magnoia T�}+T x 2',3'SPD � Shrubs BASELINE ROAD MEDIAN -\ ��•� ° ' PLANTING PLAN DIE VEG Dietes Vegeta 5 gal. ' Peaoo&Flower 36'OC e4 ga Ir3�AS NEWCLIMele-19- 1-0 CSS ___ A ROVED BY DATE � in I rt n NAN DOM 'NANA' Nand a Domestics'Nana' S gal, Dwarf Heavenly Bamboo 24'OC ..ITY ENGINEER R . C . E . # 31479 i I hornium Tenax'Rubrum Dwarf S t. New Zealand Flan 36- r+_� PHO TEN P gal. OC J . F . DAVIDSON DESIGN M.P. � � RECOMMENDED RAP IND RapNolepis Indica Ballerina* r tha 5 gal. Ballerina Indan Hawm 36'OC - - - - �� ASSOCIATES, INC �bor-To t CPON0. 1444 1091 S. MT . VERNON AVE. DRAWN SUITE '0' M.P. SHEET ' Ground Cover 9lf �r l�,w`i COLTON• CA 92324 (714) 825-1082 --fL _OF 0 TRA JAS Trachetospemn,m Jasm4noldes i pal. star Jesndne 24*OC CHECKEDR . C . E . N O . L.F. DRAWING N0. DATE FILE NO . SHEET NO. 0F �, . _ NOTE _ ■■ a i! 1. UNTANGLE MATTED ROOTS BY LOOSENING All ROOTS AT EDGE Of ROOT BALI WITH WATER P AILIN HOTS: FROM HOSE. DO NOT CRACK ROOT BALL. 1. STAKE TREE PERPENDICULAR TO PREVAILING 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION Symbol Botanical Nam* Size Common Name CommerMs WIND. PURPOSES. 2. PLACE 'GROW-POWER" TABS IN PLANT T� CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. STAKING PLAN TOP OF STAKES 4" SHREDDED CHIPPER MULCH • LIC? STY Liquidambar Styraciflua 'Festivar 15 gat. American Sweet Gum T-814T x 2-3' ' SPD MAG GRA Magnolia GrandiHora 'Sarrtuel Sommers' 15 gal. Samuel Sommers Magnolia T$'HT x 2'3'SPD = MAIN TRUNK Fj (2) SETS, CINCH TIES SPACED 24- Shrubs_ APART FOR CITY STREET TREES 12" MAXIMUM TO S' LODGEPOLES 2" DIA. LODGE POLE PINE STAKES 8' LONGDIE VEG Dietes Vegeta 5 gal. Peacock Flower 36"OC WITH WOOD PRESERVATIVE STAIN 3" BERM TO FORM DEPRESSED ' STAKE A MINIMUM OF 12" INTO UNDISTURBED APPROVED TREE STAKES =WATERING BASIN NAN DOM 'NANA' Nandina Domestica 'Nana' 5 gal. Dwarf Heavenly Bamboo 24" OC tea- SOIL AND ALIGN STAKES OUTSIDE ROOT BALL. (2) PER SPECIFICATIONS "'"" • 4 PHO TEN Phomtium Tenax 'Rubrum Dwarf' 5 gal. New Zealand Flax 36" OC 6" DIA. PVC PERFORATED PIPE FILL WITH 1/2" WASHED CRUSHED AGGREGATE BASE FULL 1 RAP IND Raphiolepis Indica 'Ballerina' 5 gal. Ballerina India Hawthorn 36"OC LENGTH OF PIPE (LOCATE 18" FROM TRUNK) _' = NOTE: CPD — "GROW-POWER" PLANT TABS PER "r MANUFACTURER'S RECOMENDATIONS I. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 2/8' 8ITUMIMOUS FELT EXPANSION JOINTS LT - AT 20'-0" O.C. GrroundCover -� BACKFILL MIX PER SPECIFICATIONS P CONTAINER PLANT ROOT BALL j DEEP ROOT OR EQUAL CONTROL PLANTER E �ill,i l ) j. ;ih_� _ Tri - PLANT PIT TO BE 2) TIMES THE �� TRA JAS Trachelospermum Jasminoldes 1 gat. Star Jasmine 24"OC 22-29-IOP OR WIDTH OF THE ROOT BALL b 12" 1" IN �LAJIT BED • I "* CONCRETE MOW CUaII %2 R,►DIUS EY►OS£D EDGES APPROVED EQUAL. BELOW THE BOTTOM OF THE ROOTW►AAD FINISH PER ►LAN ( INSTALL AT GRADE ~Q T "GROW-POWER" PLANT TABS PER BALL S" LEVEL AT SLE CROSSINGS) 1(� MANUFACTURCR'S RECOMENOATIONS = NATIYE SOIL FINISH (RADE . :14-4— BACKFILL MIX PER SPECIFICATIONS J y-- NATIVE sort ' . � .= XERISCAPE ASSESSMENT SYSTEM SUMMARY TWICE ROOT BALI DIAMETER �_ PLANT PIT TO 8E (2) TIMES THE � �=�! i • }-w II RE-111M CONTINUOUS WIDTH OF THE ROOT BALL A 12" ;� r F (UNLESS OTmERW1SE INSTRUCTED) I I t1� BELOW THE BOTTOM Of THE ROOT , '� ILII) POINTS nIMED (-REFERENCE hcc K RcCf M) - i BALL = - � ` I. LANDSCAPE(Point Value] tO. Water conserving plants.(201 20 6/1 DOUBLE STAKED TREE CONTAINER PLANTING C CONCRETE MOW CURB 2O. Turflimited to25% (45% residential.[201 20-no turf 6/2 AB Plants grouped by watering need.[101 10 6/3 a OHardscape(non-irrigated)surfaces.[101 10 3/4 OPctfneable paving.[5] 5 6/5 OLow-water turf varietia.(51 5-no turf 6/6 PLANTTABLET SCHEDULE @Mulch provided in non-ground coverareas.(5] 5 6/7 - OSoil amendments.(5)sop— --- --- GR4-P4_YYEBLAHLI►iG—IABLEI.I-E4fl__C4NLAIHEfL- RQYYH_PLAItI3 Total Points Claimed: 75 GRANITE BOULDERS SIZE PER PLAN / GALLON CONTAINER RECEIVES........... 2.3 TABLETS (Minimum Points Required: 601 . 3 GALLON CONTA111ER nECEIVES................................... 3-6 TABLEIS II. IRRIGATION[Point Valuc] BURY BOULDERS 1/3 MIN DEPTH �•.� 4Autorna6c Low gallonage irrigation system.(201 20 3/9 WITH NATURAL SURFACE EXPOSED S GALLON CONTAIF1ER RECEIVES................................... 0-9 TABLETS controticr.[201 20 3/10 7 GALLON CONTAINER nECEIVES................................... 0-10 TABLETS tt. Designed towater plants bywatering needs.[101 10 4,/11 t2 Soil moist�rt scissors.[10] 10 3/12 /0 GALLON CONTAItIER RECEIVES....................................... 10-12 TABLETS ' t3 Rain scnson.(51 --- --- 15 GALLON- CONTAINER RECEIVES................................... 12.15 TABLETS t4 Windsensors.(5] --- --- 20- 24" 80X RECEIVES............................................... 14-16 TABLETS t s Sensitive to slope factors-(51 5 3/15 FINISH GRADE is RecWmc4ormcycledwater.(S1 --- 30- BOX RECEIVES............ ............16-18 TABLETS Total Points Claimed: 65 [Minimum Points Required: 601 1 36" Box RECEIVES...............................................10.20 TABLETS ' TY MAINTA1NIED �-- \ 42" 60X RECEIVES...............................................20-22 TABLETS ^ LANDSCAPE IN 48" BOX RECEIVES ....................22-24 TABLETS PARK AND MEDIAN • OWNER MAIN cAl?IEI 60" BOX RECEIVES...............................................32.36 TABLETS _ ` II tLl LANDSCAP_ v BOULDER INSTALLATION LARGER SIZES -•- FOn EACH 1/2" CALIPER USE....................... 3.4 TABLETS ' I 1. CONC. CURB PER CIVIL ENGINEER'S PLANS. CITY MAINTAINS 2. CONC. MOW CURB PER DET C, THIS SHT. LANDSCAPE `1EDIA114 ROAO VARIES MIN 4' MAX 10' VARIES MIN 4' MAX 10' 3. GRADUATED 6" DIA. TO 12" DIA. LOCAL, RIVER RUN GRANITE COBBLE. N SEE CONSTRUCTION PLANS FORSEE CONSTRUCTION PLANS FOR DIMENSIONS DIMENSIONS 4. MORTAR SETTING BED. - WET MIX- 1 PART CEMENT, 1/2 PART LIME PUTTY,. KEY MAP N.T.S. t 41/2 PARTS SAND CONFORMING TO ASTM C270 5. 1" COMPACTED SAND SUBBASE. 6 6. LOCAL RIVER RUN GRANITE BOULDER 18' DIA. TO 4' DIA. WHERE OCCURS - V 2 SEE CONST. PLAN FOR LOCATIONS - SEE DET D, THIS SHT. 3 1 2% MIN. 7. REINFORCED CONCRETE, 12" DIA. DRAIN BOX SET FLUSH WITH FINISH GRADE. CHRISTY #V-1 W/#716213 GRATE. 0 7 2%M1N- 8. 12" DIA. X 10' DEEP AUGERED DRAINAGE SUMP. LOCATION PER CONSTRUCTION PLAN. BACKFILL W/ 3/4" DIA. CRUSHED AGGREGATE. 4 5 9. 12" THICKNESS PVC PERFORATED PIPE - 6 FT LONG. WRAP IN FILTER CLOTH SOCK. DESCRIPTION OF REVISION CITY DATE APPROVED 10. 4" SHREDDED MULCH 10 CITY OF RANCHO CUCAMONGA g - NOTE: d. 8 WATER TO BE DIRECTED TO SUMP COBBLESTONE NOTES VICTORIA VILLAGE } • o �J HAND PLACE IN CONCRETE SETTING BED WITH FLATTER SIDES UP TO FORMA UNIFORM SURFACE. BASELINE ROAD MEDIANS • DEPTH OF STONE EMBEDMENT TO BE NO LESS THAN TWO-THIRDS THE ONSTRUCTION &PLANTING DETAILS/LEGEN DIAMETER OF THE STONE FOR SIZES 4' - 12". 12' COMPACT SUBGRADE TO HARD, , FIRM UNYIELDING SURFACE SMOOTHAND _ _ ;� ' -� ' �� " AP ED 8Y �X DATE /o-�J- o , TRUE TO LINE AND GRADE; TEST FOR REQUIRED COMPACTION PRIOR TO PLACING j 1 ITY ENGINEER R . C . E . 31a�9 ROCKWORK. DESIGN M.P. . J . F . DAV10SON RECOMMENDED A ASSOCIATES INC �OFzToN l4e4 CONTRACTOR IS TO PROVIDE A SAMPLE ROCK AREA SET UP PRIOR TO ' 1091 S. MT. AVE.VERNON- - h:� 51 CONSTRUCTION OF COBBLESTONE INLAY. CITY INSPECTOR HAS FINAL �y�: - "�r`P DRAWN UITEN. 00 92324 SHEET APPROVAL OF ROCKWORK. \fir i✓AL`�J M.P. (�31) 823-1062 _�_OF 9 E COBBLE/DRAIN SUMP INSTALLATION ADJUST PLANTER AREA GRADES TO FLOW @ 2% MINIMUM INTO DRAINAGE SUMP. CHECKED R.C.E . N0. DRAWING NO. L.F. DATE FILE NO. 1.36 - r SHEET NO. � ` OF � Sr SECTION 02901 B. Weed Control: SECTION 02841 LANDSCAPE CONTOURING AND PLANTING 1. The applicator of all weed control materials shall be Gcens,4d by the State of California as a Pest Control Operator and a Pest Control Advisor in addition IRRIGATION SYSTEM to any subcontractor licenses that are required. PART 1 -GENERAL 2 Prior to the installation of any weed control materials,the-lest Control Advisor shall submit to the C If 4 a statement of the method to be used and a PART 1 -GENERAL 1.01 DESCRIPTION list of the weed control materials and quantities per acre irtended for use in controlling the weed types prevalent and expected on the site. Pest Control 1.01 DESCRIPTION Advisor shall furnish data to demonstrate the compalihility of the weed control materials and methods with the intended planting varieties. A. The work includes the furnishing of all equipment, materials,transportation and performing alf labor required to complete the work of this section as shown on the All submittals to be verified in writing by the pest control advisor. A. The work Incudes the furrilshing of all equipment,materials,trans drawings and as specified herein, including all incidental work necessary to make it complete and ready for operation. 3. Su weed control all materials or methods that do not adverse affect the landscape anti or its growth in conformance with Federal,State and Local K+m transportation and performing all labor required b complete the work d this section as shown,including g rig ry ill oiler PPh+ � �Pi n9 9 all incidental work necessary to make i complete and ready for operation. regulations. B. Arrange for all permits, licenses and inspections necessary for the installation of the work under this section. Pay all fees required including inspection fees. B. Arrange for all permits, licenses and inspecticros necessary for the installation of the work under this section. Pay all fees required therefore, including inspection Certificates of all inspections to be delivered to the city inspector. 4. Clear planting areas of existing vegetation only after perenial grasses and weeds have been treated per the pest control advisor's recommendation. fees. Certificates of inspections will be delivered to the C If I . 1.02 QUALfTY ASSURANCE C. Soil Preparation and Amendment: 1.02 QUALITY ASSURANCE A. Rules and Regulations: Supply all work and materials in full accordance with the latest rules and regulations of all legally constituted agencies having jurisdiction. Nothing in these plans and specifications is intended to permit work not conforming to these rules and regulations. 1. Prior to distribution of soil amendment material, rip soil to a depth of 12 inches in all t'LA N T I NG areas and remove all rock and debris greater A. Rules and Regulations: AN work and materials shall be in full accordance with the latest rules and regulations of all legally constituted agencies having jurisdiction. than 1'diameter and any deleterious or miscellaneous foreign matter to L I Tti approval. Nothing m these ons and ications a to be construed b B. Supervision: Furnish the services d a qualified and experienced Superintendent who shall be in charge d the work d this section and remain at the site at all times ng plans �fi. permit work not conforming to these rules and regulations. that work is in progress. 2. Obtain report of agricultural suitability for all areas designated on the plans or in the rotes to receive planting or at identified sites. Agricultural Soils tests B. Supervision: Furnish the services of a qualified and experienced Superintendent who shall constantly be in charge of the work of this section and remain at the site to be performed by Soil and Plant Laboratory, Santa Ana. Written soils report shall include specific recommendations for: at all times that work is in progress. C. Grading: Landscape contouring under this section is intended to create aesthetically pleasing land loans. The final shape must not conflict or interfere with the grading or drainage intent of the civil engineering plans or other drawings and must comply with applicable building codes and ordinances. a. Soil amendment,fertilizer, and chemical conditioner application rates for soil preparation in native soil. 1.03 SUBMITTALS 1.03 SUBMITTALS b. Plant pit backfill mix. A. Within thirty days after the award of the Contract, provide a statement of the intended materials for use in the work as follows: A. Substitutes will not be permitted unless specifically reviewed and approved by the Architect'City in writing. C. Plant pit size requirements (where applicable). B. Supply full size plants in conformance with quality standards of the State of California Grading Code of nursery Stock#1 Grade. They shall be vigorous,of normal d. Fertilization requirements after planting, and after maintenance period. 1. For materials meeting a'patent' name or a generic specification, provide manufacturers name and model number. growth, free of disease, insects and latent defects. Have inspection of plant materials required by City, County, State or Federal authorities performed, and obtain 2. For materials other than those that meet the ion, provide complete manufacturers descriptive literature sac sets permits or certificates prior to delivery of plants to site. All plants of similar specification to have matching growth habit; irregular she ants will be rejected. P Pt ( required to be bound Pe P ry P P P� n9 9 e9 F Pl 1 together), brochures or cut sheets. C. Plant materials are subject to inspection and approval or rejection at place of growth;on and off the project site;at any time before or during progress of work;for I. Subsoil preparation prior to placing topsoil or backfill in planting areas. Provide sufficient information on the substitute material in order to allow for an objective comparison with the specified materials. size, variety, condition, latent defects and injuries. Remove rejected plants from the project site immediately. The Approved soils report recommendation shall take precedence over the materials and minimum application rates specified on plans. Include the cost B. Project Record Drawings: of specified minimum amendments in the bid contract price. Obtain C if� review of report prior to ordering or installing soil preparation materials. 1. Provide and keep up to date a complete Project record set of blueline ozalid prints. Correct the project record drawings daily and show every 3. Mix soil by roto-tilling,or other approved method,to incorporate evenly to a depth of six inches,all soil amendments. Smooth finish surface to remove ridges change from the original drawings and specifications and the exact Project Record locations, sizes, and kinds of material used. and depressions. Thoroughness of mix to be reviewed by the Architect/C I 11. 2. Project Record Drawings also serve as work sheets. Make neat and legible annotations,thereon daily as the work proceeds, showing the work PART 2 - PRODUCTS 4. Remove all debris and rocks greater than one inch in diameter from loosened soil and reshape so that finish surface at CCDMEand curbs is according as actually installed. Have these drawings available at all times for inspection and keep in a location approved by the Architect to details, expons B- 3. Before the date of the final inspection,transfer all information from the Project Record prints to a clean mylar base map, procured from the Arch- 2.01 F''i•..k r�^ ��^ nn a��a-� • °�t��'•�A� � •'�*did•�+Q�• �+^-a-_ _ _..j___ Finished surfaces shall be of uniform s 2.01 MATERIALS itect. AN work shall be neat, in ink and subject to the satisfaction of the Architect and gradient between points of fixed elevations or elFwalocw co-i rues, and from such points of estat> lished or existing grades. No abrupt changes of gradient A. Furnish total quantity of material needed to complete work shown on d.mwings. will be allowed. 4. Dimension from two permanent points of reference (building corners, sidewalk, or road intersections, etc.) the scale, accurate location of the blowing Rams: B. Shrubs: See plant legend on drawings. 5. 1 damage occurs to sprinklerFMiffER,lines,oonchih.or direct burial wires, whether new or existing, repair or replace. a. Connertim loexisting water lines. - - 6. After finish contouring, adjust irrigation EMIffER,tp the heights, as detailed, rrinr to operation of the irrigation system and before the planting of shrub or turf areas. Properly compact all trenches in the landscape area, bring surface to meet surrounding grade prior to completion of finish contourig and planting b. Connections to exlctinq electrical power. D. Trees: See plant legend on drawings. of shrubs. C. Gate valves. = D. Trees. d. Routing of main pressure lines (dimension at maximum 100' akmg routing). Stake plant locations and obtain approval from the ARCH/tiny before excavating pits. Make necessary adjustments as directed. Plants not dimensioned on the drawings shall be located by scale from the drawings and the plants placed in the appropriate relationships indicated. Verily layout with Architect,/C_111, e. Automatic control valves. G. Tree Stakes: 2" diameter new lodge pole pine stakes treated with Dopper napthenate, double, staking. See details and plant legend comments. 2. Backfill Mix: See Plans for specified mix requirement. Modify specified amounts as directed by soils report Backfilt shall be mixed by machine at the site. f. Routing of control w"V by varve number. H. Ties: See plant legend comments and details for type. Excess soil generated by rough grading, native soil,or import soil may be used. Match the import and native soil's texture,density and particle size with the prepared backfill mix st one time at a controllers location on the site. Mixing of amendments by a tractor driven roto-tiller at the site will be an acceptable g' Quids ommOrg vatvea. Acceptable materials: method of blending backfill. h. Other rotated egtrinnwit as directed by the Architect/C ITT. 1. 'Cinch Tie"24'minimum length. 3. For planting, dig a correct size hole or pit(see legend and details on plans for Minimum Sizes)for each plant or pit. Dispose of all materials resulting from excavation of plant holes,other than existing topsoil. Place backfill mix or approved soil in bottom d each hole to a depth at which the plant,when installed I. Show were sleeve ar+a Itstritted under paving and concrete. r will be 1'above normal growing depth. Add backfill around root ball of plant until the backfill is half-way up the root ball, then water the hole sufficiently 5. On or before e d t the date final in settle the backfill around the root ball. Add layers of additional backfill and tamp. More backfill shall be added and firmed sufficiently to remove air Inspr:�-4kor,deliver the completed mylar record drawings to the C I'fLl . Delivery d the record drawings will pockets from each hole. Install temporary water retention basins at each plant as shown on the plans. Water each plant thoroughly after planting. Exercise not relieve the Contractor d the responsii�+tity d furnishing additional information that may have been omitted from the original record drawing. _ care at all times to protect the plants. Immediately repair any plants trampled or damaged by any operations. C. Controller Charts: _ Plant pits dug by auger method are acceptable, roughen or square side wall with a shovel. Holes glazed by sugaring in too wet soil will riot be accepted. > 1. Obtain Cj'(y 5 approval of the Project Rscaord Drawings before controller charts are prepared. 4. Do not plant during weather conditions which will adversely affect plant materials or when soil is a muddy condition. No boxed, balled or canned plants 2. Provide one controller chart for each controller ed ..__.:...�_:�, ....., +d _:..,,..oma, .,,..,,,� e,.. ,.,, c,.r a, p-11.ban 111ab"Mi� pe,�ni,...u....,. B.r r ..,��.:�r shall be planted rf the ball is broken,cracked or rootbound,at any time before or during the process d planting. Reptac*any planted trees that die or have supplied or modified. bark, branch or die back injury with trees equal to original specification, subject to approval by the Arch;(-i Ty.Pruning shall not be done prior to delivery. 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 5 Pow rPuTs I,1-0i Ame-ion, remove all temporary watering basins. Remove all debris, excavated plant pit soil, rocks or other material greater than 1' in any din c�nsion. Break up soil clods and rake all planting areas smooth so that there are no dips or ridges. 4. The chart shalt be a reduction d the actual Project Record Drawing. However,in the event the controller sequence is not legible when the drawkog is reduced, enlarge the chart to a size that will be readable when reduced. L. Nonselective Contact Herbicide(s)and/or Nonselective Systemic Herbicide(s): Compatitife with vegetatively planted materials. Obtain recommendation d pestoorttrd 5. The chart shall be crcrtaflex or rrtylar print using different color to indicate the area d coverage d each station. advisor. M. Pre-emergent Herbicide(s): Compatible with vegetatively planted materials. Obtain recommendation of pest control advisor. 6. When completed and reviewed by the AROHkif1,hermeticalty seal the chart between two Pim of plastic. each piece beings minimum 10 mib thick. N. Import Soil or Topsoil: Natural,friable soil possessing free draining non-expansive characteristics. Provide soil free from sub-soil brush,objectionable weeds,rocks, organic or inorganic debris and clay. The soil shall be free of any toxic substances, organic or inorganic, soil sterilants, salts, and shall not be a soil removed from 7. Obtain approval d completed charts prior to final inspection d the irrigation system. beneath paving or road bed excavations. See Import 5oi Jesting Requirements below. D. Operation and Maintenance Manuals: PART 3 - EXECUTION 1. Prepare and deliver to the� C 114 wMhin ten calendar days prior to completion of construction, two hard-cover 3-ring birtders corttalnhg the following information: 3.01 INSPECTION IL Index sheet stating Contractor's sddross and telephone number and a Get of equipment Iistalted with names and address of local A. Existing Site Utilities: Verify the location of existing utilities in all areas where excavation is to be performed. Exercise extreme caution during all excavation to manufacturer's representatives, prevent interruption or severance of existing utilities. Do not cut or break into any pipe,conduit,or concrete encasement except as shown. When such obstructions prevent the installation of this work notify the �� f Location of utilities other than those shown which may exist within the site are unknown. Location of utilities b. Catalog and pans sheets on every material and equipment installed under this contract, is approximate. a Guarantee statemo,it and all manufacturers guarantees or warranties. 1� v B. Cooperation with other Trades: Plans and specifications for the entre project are available at the job site. Examine thoroughly these plans and specifications prior to the installation of the work and arrange and coordinate the work;f this section with the work of the other trades to the extent that the installation is accomplished without undue delay. Call to the attention of the C j 7 y conflicts between the work of this section and that of the other trades. No additional cost will be permitted to accomplish the above coordination. V 3.02 INSTALLATION A. Landscape Contouring and Import Soil: 1. Rough landscape contouring shall consist of,but not be limited to,establishing all subsurfaces,berms,mounds,and drainage swales, as shown and noted on pians and details. Establish flowlines, landscape contours and remove arty foreign materials. �n 2. Prior to placing any fill or import soil in shrub planting areas after rough contouring, furnish an Agricultural Suitability Report of the onsite soli conditions. See rotes and plans for soil sample quantities and locations. Submit report to ACR/Cl1y for review and obtain amendments prior to ordering, importing or installing any soil. Amend and treat the subsoil per the soils analysis prior to placing any soil in planting areas. 3. Furnish a soil sample taken from the intended source of import soil to an approved agricultural lab, (Soils and Plant N Laboratory, Santa Ana, or equal). Direct them to supply an agricultural suitability report including the soil fertility, PH, N.P.K., SAR, ECe, Boron levels and soil particle size evaluation. Remove from the site any import soil found to be unsuitable by the Architect'City Inspector and replace with an approved soil at the Contractor's expense including all DESCRIPTION OF REVISION CITY expenses for testing or retesting of import soil materials. IDATELAPPROVED 4. After rough landscape contouring, rip the shrub planter areas and prepare soil as specified in the approved agricultural soils report. Finish con- touring after soil preparation. Establish final flowlfnes and gradients. Roll the flowlines to assure a straight,smooth, and even gradient from the high point CITY OF RANCHO C U C A M 0 N G A i r to the drainage outlet or inlet structure. 0 - i 5. Prior to placement of import soil in planting areas rip subsurface to a depth of twenty-four inches. Apply four six-inch layers of import soil to these areas and thoroughly disk or blend into the existing soil. Additional import soil may then be applied on top of the blended soil until proposed finish contours are VICTORIA VILLAGE achieved. See notes on the drawings for further details. 6. Heights and shapes of berms shalt be reviewed and accepted by the C j'(y prior to soil preparation. BASELINE ROAD MEDIAN 7. Float all planting areas to assure a uniform soil surface without irregular dips or ridges. Pal 01 1 -man _ h ARS/ a fie .----- sT _. Roll all planter areas and refloat to eliminate depressions. SPECIFICATIONS ` ; Q v►NDSCAPE4 � 8. During co-st•_jciion, compact all fill areas, berms or mounds in even layers to a maximum density of city required 1��V - Pry IV - compaction the rough contouring stages. Monitor shrinkage and repair all settled areas for a period of one year. �S� % APPROVED BY /� n DATE /� ' �I D OUGLAS NEWCO ti � CITY ENGINEER IICor R . C . E . �' 1479 9. After soil preparation,bring finish elevations in all planting areas to one inch below paving and curbs unless noted otherwise f CO8 by spot elevations or special conditions. (See Plans and Plant Legend.) Maintain continuous,even flowlines,with drainage J . F DAVIDSONtoward drain inlets or outlets. Establish soil surfaces to drain all water away from C0�7PjL� Ap.);R� DESIGN RECOMMENDED - - £_ i M. ASSOCIATES, INC ��T� �tKD CUSS - When drainage is dif icufi to achieve, notify the City Inspector and obtain direction before continuing. jjt i. 1091 S. MT. VERNON AVE. - - --- Establish surfaces in shrub areas prior to planting to ensure proper final planting heights. Final work shall include the - -- SUITE 'D' removal of watering basins and shaping of planting area to a smooth surface. N0. 1444 DRAWN M.P. COLTON. CA 92324 SHEET (7 i 4) 825-i 082 �� OF 9 10. After final contouring, adjust irrigation emtt rs to the proper heights as detailed, prior to operation of the irrigation system �FO` C ``*J1 and before the planting of shrub areas. Properly compact all trenches in the landsape area, bring surface to meet CHECKED R . C . E . NO . DRAWING NO . t surrounding grade prior to completion of finish contouring and planting of shrubs. L.F. DATE FILE NO . SHEET NO. �� 0F a(� Request a final revio-w at the end of the I C),:2 days minimum maintenance period , d. Complete operating and maintenance n+structions for all major equipment. N. Provide a weatherproof switch on the 100V supply side to each ooro.roller. Install the switch inside the controller housing or. H specified,the vandal-proof housing. The oontrarvv will be advisod by the G I I I at the final inKxv-tion that work a ora not satisfactory. N the work is satisfactory,the initial maintenance period will end on the date of the final review. H the work is unsatisfactory,the basic maintenance period will continue at no additional expense to the City until the work has been completed and reviewed by 2. In addition to the above mentioned maintenance manuals,provide the City's maintenance personnel with instructions for major equipment and show O. Provide a minimum of 18'cover for all pressure supply lines in planting areas and 24"under paving. the C If y I N 5ff- i \ evidence in writing to the C1 at the conclusion of the project that this service has been provided. P. Provide a minimum Dover of 12"for all non-pressure lines In plan" areas and 18"under paving. $.02 LANDSCAPE PLANTING E. Equipment to be Furnished: O. Provide a minimum cover of 18'for all control wiring. h kwediatoly replace all dead, damaged, diseased, mis-shaped or non-conforming plants during the maintenance period. 1. Supply as a part of this contract the following bels: It R. Do not backfill trenches until all required tests are performed. Carefully backfill trenches with select materials sura as-earth, loam, sandy clay, sand, or other a. Two sets of special tools required for removirg,disassermbfrng and adjusting each type of sprinkler and valve supplied on this project. approved materials, free from large clods of earth or stones greater than 1" in any dimension. Mechanically oomparl barkM in landscaped areas to a dry density 9.03 FIRiGATION equal b adjacent undisturbed soil in planting areas. Bao;ldill areas or other surface Irregularities to be smoothed to finish grade. b. Two five foot valve keys for operation of gate valve. Keep all irrigation oontrof m. valves, Eines and heads clean and in good working condition. Immediately repair any damage during the initial maintenance period. S. Initially backfill with select fine granular material back ill to a depth of 3"above all lines. No material larger than 12"in size will be permitted in the select baridill. C. Two keys for each automatic oontroller. 4 F-i�1GLog-)R,l= 3.04 afr`r41'(k. � A Water all seeded turf lir to germinate and estshfish the turf. All seeded areas shall have a acceptable d. Four quick coupler keys and matching hose swivel for each six quick coupling valves installed and three -ee+l- . g Fw9l �th�A�trtVat the end of the H.i3. keys (when used). maintenance period. AA bare spots app&, r' the miain rr lately. Final inspectiod prior b a 100% 2. Tum over b the City the above mentioned equipment at the conclusion of the project, before final inspection can occur. U. Bottom of all trenches to be free of material greater than 12"diameter before placement of pipes in trenches. oveny established turf. V. N settlement occurs and subsequent adjustments in pipe,valves,sprinkler heads,lawn or planting,or other construction are necessary,make all required adjustments B. irrigate sodded turf thoroughly as the frW ing pfare. Keep the new sod moist a vent watering. 1.04 PRODUCT STORAGE AND HANDLING without cost to the City. C. Mow ant a hand propelled rotary mower. Sharpen the rotary cutting blade immediately prior to the first cutting. cutting height 2"above Provide for the safety and good condition of all materials and equipment until final acceptance by the City. Protect all equipment and material from damage and W. Backfill trenches located under areas where paving, asphaltic concrete or concrete, will be installed, with sand, (a layer 2 below the pipe and b'above the pipe) e. Remove all clippings from turf areas and site upon completion of each mowing. Now the turf one day prior to final inspection,or as direct& mit provide adequate and proper storage facilities during the progress of the work. Replace all damaged and defective material prior to filing application for final and compact in layers to 90% compaction, using manual or mechanical tamping devices. Compact trenches for piping to equal the compaction of the existing acceptance. adjacent undisturbed soil and leave in a firm unyielding condition. All trenches to be left flush with the adjoining grade. Set in place,cap,and pressure test all piping under paving prior to the paving work. 3.05 FERTILIZING 1.05 JOB CONDITIONS X. Generally,piping under existing, walks is done by jacking,boring or hydraulic driving, but where any cutting or beaking of sidewalks and/or concrete is necessary, Apply fertilizer as specified In the Agricultural Sofas Report, during the initial maintenance period and subsequent maintenance periods. Fatal fertilizing shall be completed it shall be done and replaced by the Contractor as part of the contract cost. Obtain permission from the C_J f I to cut or break sidewalks and/or concrete. No two days prior to the oomnleti n of the maintenance period prior to final a romance. A. Documents: Thoroughly eyamine all Contract Documents. Bring to the attention of the ArchileCuCity any discrepancies,omissions, hydraulic driving will be permitted under concrete paving. or conflicts in the Contract Documents, or doubt as to the meaning thereof, prior to the bid opening date. Addenda will be issued to clarify the discrepancies,omissions,conflicts or meaning and shall become a part of the Contract. Oral instructions are not valid 3.03 FIELD QUALITY CONTROL 3.06 CHEMICAL WEED CONTROL under this section of the specifications. B. Drawings: The drawings show the general arrangement of all work under this section. Fumish and install any work indicated on the drawings but not specificaly, A. Flushing and Testing: A. Just prior to the completion of the Initial maintenance period, apply a chemical pre-emergent herbicide to all planting areas that have established cover. The mentioned in the specification, or vice versa. As A is not within the scope of the drawings to show all necessary offsets,obstructions or structural conditions, install pro�me+gent herbicide shall be applied In accordance with the plant varieties, plant maturity, manufacturer's recommendations and initial weed control as specified work in such a manner that it will conform to the structure. 1. After installation,flush lines with all outlets open until all foreign material,sand, and dirt is removed from the lines. in 'Weed Control' of these spe-itications. The pest control advisor in the initial weed control materials and methods shall consider the maintenance weed oontrol materials C. Visiting the Premises: Visit the premises before submitting bid,and become familiar with all existing conditions pertafning to the execution of the work contemplated under this section. No request for additional payment due to working conditions will be allowed. 2. Test sprinkler fines at maximum water pressure with sprinkler risers capped or with adjustable sprinklers dosed. No pipe,fittings,or joints showing B. Do not apply pre-emergent herbicides b any areas that have not been fully established, contoured and cukivated. visible leakage will be acceptable. PART 2 - PRODUCTS C. AN pre-emergent herbicides suggested by the pest control advisor must be compatible with all specified plant varieties and control the weed varieties prevalent in 3. Tess sprinklers to verify that they function ancording to the manufacturer's data. Replace sprinklers May do not function according to such data the local area. 2.01 MATERIALS Adjustable sprinklers shall permit no flow when closed and under pressure. D. The pest control advisor's recommendations must be submitted to the C Ifl prior to the start of the initial maintenance period. A. Emitters, valves, controllers, backflow preventors, quick couplers, and other components: see Legend on Irrigation Drawings. 4. Adjust automatic valves so that sprinklers do root throw water oloop areas not approved by C I'j'y under maximum operating pressure and during normal prevailing wind conditions. B. Sleeves under paving, Pressure Mainlines and Non-Pressure Lateral Lines: AN pipe,in sizes indicated on the working drawings or as called out in specs and notes 3.07 GUARANTEE will be marked continuously and permanently with the following information: Manufacturer's name, nominal pipe size,class or schedule, NSF approval, and type S. Adjust sprinklers by turning the hydraulically most distant sprinkler from the control valve to its wide open position. Open the control valve so that of pipe. See legend on irrigation drawings. the sprinkler head produces a spray approximately twelve inches high or higher,as necessary to provide coverage. Adjust all other sprinkler hearts AN materials shall be guaranteed for one year after final review and approval. Guarantees required by other sections of these specifications may be in effect after final review C. PVC Fittings: Sban's Rigid PVC Schedule 80 IPS, heavy weigh, Type L. on the section for equal height sprays,changing the control valve setting for normal operation and observe the spray. Adjust valves and individual and approval by the C I TJ `- J sprinklers as required, to keep the sprays within landscape areas. Sprinkler head spray shall be parallel b slope. ION -[��__l�J L9�'.S�.+I w-W�i�--✓�--'- -`E��4�-JAR ll L:`J�L�� MID" AA -� , 6. If R is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, make such adjustments prior b 3.� MAINTENANCE PERIOD NS AL OR ,�,,,,�y��_��,y�,.... planting. Adjustments may include changes in nozzle size and degrees of arc. Upon completion of the initial maintenance period and prior b final acceptance of the work,the city shah have the option b extend the maintenance period for an additional 160days. If the maintenance period is extended by the City, the unit price for the jg0 day maintenance period as identified separately in the base bid is to be F. Brass Pipe: New red brass screwed and threaded. die unit ice for the additional B. Inspections: Pressure meters, gages, flow meters and picot tube assemblies are to be on the job site when Inspections have been called by the Inspector or pr' 80 day maintenance period. � Contractor. Also, have all tools and keys necessary to disassemble, measure, open or adjust toots and equipment that has been installed. i �.aa: +�i+.✓�. �+ac peas titti �r .--� Do not cover up or otherwise remove from view any work under this contract without prior review of the C I-f y. Open to view any work covered prior END OF SECTION b inspection at eorttractor's expense. Cap for inspection during specific phases d installation, including: I. 24 Volt Control Wire: Continuous color coded OF direct burial solid copper. #r I9 M IW 1. AN mainline pressure tests. , 02750 IRRIGATION SYSTEM J. 24 Volt Common Wire: White OF direct burial solid 11 MIN. 2• Installation of footings and thrust blocks. . Part 2 - Products K. Remote Control Valve Box(RCV): Ci-ff,Ig)Jy WIfH 6'>TL LID. 3. Coverage test. 2.01 Materials L Gate Valve Box in Planting Araa:CR ,15fH CONC FNCsTE FILE W lfH f W I-W. 3.04 CLEAN-UP T. Trick Drip Emitters and Emitter Tubing: M. gravel for valve boxes. Clean up as each portion of work progresses. Remove refuse and excess dirt from the sits, broom or wash down all walks and paving and repair to original 1. Emitter body shall be manufactured of high impact-resistant polypropylene with an N. Concrete: Standard 160 PSI, for thrust blocks. conditions any damage sustained by the work of others caused by irrigation system installation. enlel barb. Flow shall be regulate through a silicone diaphragm. The emitter shall pressure compensate for rated flow+ 10%over a pressure variant of 10 to 45 psi. It shall automatically flush. Emitters shall be similar to those manufactured by O. Gate valves: Nibco 'f-W-) L I N I✓ g I Z E. Sarco Products, Inc., 4463 West Rosecrans Avenue. Hawthorne, California, END OF SECTION Phone (213) 973-2400. Refer to irrigation drawings for emitter size and type. O. INETIAL LANDSCAPE & IRRIGATiON MAINTENANCE PERIOD Flush Plugs: Shall be assembled by the Contractor in the manner and of the Special Equipment: See Legend and Notes. materials as shown on the drawings. ..__�aL_ a=Rr �;.. = PART 1 -GENERAL Provide drip valve, basket strainer and pressure regulator for each drip system. Refer to drawings for size and type required. S. Wire Connectors: 5NAff1ffl; connector seating packs or equal. 1.01 DESCRIPTION - Part 3 - Execution DART 3 - EXECUTION The work includes the furnishing of all equipment, materials, transportation and performing all labor required to complete the work of this section as shown, including all incidental work necessary b make d complete and ready for operation. 3.03 Installation 3.01 INSPECTION L. Emitter Installation andOperation: A. Existing Site Utilities: Verity the location of existing utilities in all areas where excavation is to be performed. Use extreme caution 1.02 OUALITY ASSURANCE 1. Prior to start of construction, the Contractor shall contact Sal000 Products. 4463 during all excavation to prevent interruption or severance of existing utilities. Do not sever or break into any pipe,conduft, or West Rosecrans Avenue, Hawthorne, California, Phone (213) 973-2400 for Concrete encasement except as shown. When such obstructions prevent the installation of this work notify the Architect/Crty. Other A Rubs and Regulations: All work and marts to shall st In full accordance oo r with the latest rules and regulations re all ti legally oonstihuted agencies having jurisdiction. installation and operation instructions. Pay all costs involved for this service. than those shown on the plans, the location of utilities which may exist within the site are unknown. Location of utilities is ap Nothing in flies© plans and specification is to be construed to permit work not conforming b Mese rules and regulations. proximate. Flush all emitter tubing and PVC lateral lines prior to installation of emitters. B. Cooperation with other Trades: Plans and specifications for the entire project are available at the job site. Thoroughly examine B. Supervision: Fumish the services of a qualified and experienced Superintendent/Foreman who shall constantly be in charge of the work of this section. Reflush lines after installation of emitters. these plans and specifications prior to the installation of the work and arrange and coordinate the Jvork of tt,is section with the work of the other trades to the extent that the installation is accomplished without undue delay. Call to the attention of the Architect'City Refer to installation details for additional information. PART 2 -PRODUCTS any points of conflict between the work of this section and that of the other trades. No additional cost will be permitted to accomplish the requirements of 3.01 A and 3.018 above. 2.01 MATERIALS R O 3.02 INSTALLATION A. Fertilizers and Amenders: Obtain preliminary requirements from agricultural soil report specified in Landscape grading and Planting section. Modify subsequent ' applications as required by the plant response b the preliminary materials. Use slow release organic and foliar applied materials preferentially. A. Instar all materials b comply with all local codes and ordinances in accordance with the specifications, and all components as shown on Details and Plans. B. Chemical Weed Control: Utilize herbicides and other chemicals only N compatible with landscape planting specification. See Section 02901, F1.4. B. All scaled dimensions are approximate and diagrammatic. Install all pipe,valves,and other components in planted area nearest point shown on plans. Check and t� verify all dimensions on site prior to proceeding with work under this Contract. C. Replacement material shall conform to original specification. v C. System is designed for a minimum static pressure at POC as noted in the irrigation notes. Verity static pressure prior to starting any installation. PART 3 - EXECUTION D. Exercise care in excavation and working near existing utilities shown on plans(civil or electrical engineering and architectural included). Repair any damages made �l to utilities on plan. 3.01 INITIAL MAINTENANCE PERIOD E. Layout complete irrigation and water system. Prior to installation, review all mainline routing. Install sleeves on all pressure mainline located beneath concrete or A. -rR� 10Oday minimum maintenance period: Continuously maintain all landscaped areas Included in the contract during the progress of the work,the Inkial asphalt paving Contact Architect-City if location of sleeves not shown on plans. maintenance period, and until final acceptance of the work by the city and city's representative. F. Before gf#flu4work on the sprinkler system,carefully check all grades b be satisfied that rough grades are properly established and that all piping will be at the B. When all landscape Improvements have been installed in accordance with the plans and specifications,notify the CITY 10rFGVf $"U6 3T A 'S1Aj�f MANtKA�ICI% proper grade or lower upon the completion of a final grading. Trench all piping so that coverage specrfied on the plans is maintained or exceeded alter fine grading. period• inspection. H the CJJJ determines the work to be substantially complete and in conformance with the plans and specffications, the contractor willbe PVC O'Ring type fittings shall have 18'minimum cover and be instatled according to"Johns-Manville Installation Guide for Ring Tight PVC,'which shall be considered advised in writing that the maintenance period is started. Minor pickup IJf N 5 will be identified and may at the city's discretion, be completed during the basic a part of these specifications. maintenanoe period unless directed otherwise. C. After all work indicated in the contract drawings and specifications, Including all other divisions, -_ _ .= ago"ad 8140 have been completed,reviewed,and roved; continuously maintain all planted areas means of waterin weedir, ruIlin mowi reseedin cultivate G. Perform a static pressure test at the meter or point of connection. Notify G I'(`l I8 hours prior b pressure tests. Submit test recordings to the G I'('� Notify { p ac�P y P by g g g, ng, g, ng, f HiF G 11`1 immediately d the pressure is below or exceeds the design pressure and be responsible for all installations until receipt of notice to proceed. mulching,trim min edging,or other rations necessary for their care and upkeep for period of not less than 8 0 days from the starting data of the DESCRIPTION OF REVISION CITY spraying, n9. 9� � ry (* P Pe I Y n9 DATE APPROVED initial maintenance period. H. Locate control valves, boxes, and quick couplers in ground cover areas when feasible. CITY OF RANCHO CUCAMONGA 1, settle and tamp the backfill to bring the surface to a smooth and even grade. Underground lines shall have a minimum horizontal clearance of(o"from each _ Z v other. 1. AN fine contouring, including elimination of low points that hold runoff water. ' J. Test the entire system for leaks prior to Installation of heads. Test non-pressure lines at static pressure for two hours. Test mainline at a pressure of I50psf for VICTORIA VILLAGE not less than 5i x hours. H leaks develop, replace the joints and repeat the test until the entire system is proven watertight. Observe tests of mainlines and review 2. A oomptete and operable irrigation system. - _- -with the G 11 Li prior to backfill. Leave all joints,tees,and ells exposed during the pressure test. Completely flush the entire system in the presence of the G i H 3. Installation of all plant materials. BASELINE ROAD MEDIAN prior to Installation of heads. No multiple assemblies or manifolds shall be installed on PVC lines. Provide each assembly with Its own outlet. No saddles or crosses will be acceptable. ►"D�•pE SPECIFICATIONS Minor pick-up items may be performed during Initial maintenance period such as: QED _ - _ 4,p Install e sprinkler heads 6'from edge of paving or buildings unless otherwise rested on the drawings. Adjust heads fox maximum coverage and balanced precipi .> APPROVED 8 Y / DATE ��' 2 9 G ' ` DOUGLAS NEWCO 9 tel• CITY ENGINEER S R . C . E . # 31479 L. ed9 Pn talion upon completion of each phase of work. 2. Replacement of damaged or nonconforming plant materials. Bury 24 Volt wiring next to and in the same trench with mainline whenever possible. Tape the wire b the mainline at 10'O.C. intervals. Place 1/2 cu.ft.pea gravel - DESIGN J . F DAVIDSON R E C 0 M M E N D E D i M. B ry n9 roller and RCV. No ices 3. Re-stake or n of trees. M.P. below valves. Valves shall be dean and above gravel. Install 24 Volt common control wiring. Label wires with valve number at cont PI n9 tying t I ASSOC I ATRNO INC -� control and RCV. Wire sizing to be in accordance with valve manufacturer's chart which is deemed a part of this specification. 1091 S. MT . VERNON AVE. allowed between E 4. Removal of watering basins. •, N0. 1444 DRAWN SUITE '0' SHEET l� M.P. COL0N. CA92324 �8..__pF � Install a valve box over every valve. Install vaiVes according to manufacturer's installation instructions. *No-to It>��'•'�� " )? (714) 825-1082 Adjust flow control on valves to deliver adequate flow to heads. R.C .E . NO. _ 6. Filling of settled areas caused by application of normal watering. CHECKED CRAWING NO . L.F. DATE FILE NO. 1366 ' SHEET NO. �� OF