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Home My WebLink About1547-L DEVELOPER/OWNER Sheffield Homes U AL LANS E E_- C R P LAN D- S-, CAP ARCHIT T 3 400 CENTRAL AVENUE SUITE 325 TRACT NO . 14116 HIGHLAND AVE ( SOUTH SIDE) - RIVERSIDE CA 2s . 9 06 , LOT 'A' -AND (909) 682 5352 , i LANDSCAPE MAINTENANCE DISTRICT NO. 1 VICINITY MAP GENERAL NOTES SHEETINDEX THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK, NOTIFY USA AT 1-800-422 -4133. A PERMIT TO EXCAVATE L- 1 COVER. SHEET MAY BE REQUIRED. EXERCISE CAUTION IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE L-2 IRRIGATION PLAN FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. HIGHLAND AVENUE # PROJECT 1,1-3 IRRIGATION SPECIFICATIONS & St�cE` z t. M Ertctoatr�ltment Permit shah be obtelned from tf►e Clry Engineer prim b commencing any work. DETAILS 19TH 2Z 2. AN work shall be performed according b current City standards and the Standard Speclficatlons for Public Works Construction. L-4 PLANTING PLAN W W 3. At ft conclusion of rough grading, an agronomic Bolls report shalt be furnishd to the City Inspector and ail such recommendations z z W from such a report shalt superceds silts amendment recommendations shown on the plans. �5 PLANTING DETAIL < < c� 4. Upon completion of Installation, a maintenance period of one hundred and ebhty180) days Is required prior to final acceptance of the S.P.R.Ft. work by the City. Maintenance shall Include mo,Rring, weeding. krlgatbn, pruning, raising tree root balls which settle below grade. LANTING SPECIFICATIONS SHEET fortRr and app+ytng such sprays as are necessary for proper care and upkeep. Maintenance also includes all repairs, replacement. L-6 P �t c4e and adlustinq neves"ry b keep the Mpatbn system In good working order with proper coverage. COMMCgtil!�nt date fgj ofL-7 ��Lntet>i ncll rlod shall ba apprttxed In writing by the Clty In#;WQ1 .�,. Maintenance period shall be adequate to Wthe „LOT A PLANTING & IRRIGATION W < Q verify plant characteristics and establishment z = S. OA oontrollwr chart shall be provkW for each controller. Controller chart shall be the maximum size the Controller door will allow 1BASELINEI ROAD and chap show Me area covered by the automatic controller. The chart Is to be a reduced drawing of the actual as-built system. Howrven. In the want the oontro#wr sequence is not legible when the drawing Is reduced, It shall be enlarged to a size that will be reacll)Ie when reduced. ,The chart shall be a bla kline print and a different color shall be used to show the area of coverage of each ststiom When completed and approved by the Public Works Inspector, the chart shall be hermetically sealed between two pieces of pW,"c, each piece being a minimum of 20 mils. thick. The chart shah be mounted using Velcro or approved equal type of tape. These charts must be eoffTA ed and In place prior to final acceptance of work by the Ctty. 6.e'or 6vAde It go deep conictele mowsr" shall be provided between all shrubrgroundoover areas and turf areas. Mowstrips shall also be prorkfed beneath meta) fwnci g and where City maintained areas are adjacent to privately matntalned areas. 7. Skiewalk layout is conceptual only. Approval of the Anal sidewalk layout shall be made In the Reid and adjusted as necessary to meet Piie oDniftons as oMrovW by the Public Works Inspector and Pro)ect Planner prior to Anal construction. CONSULTANTS MAINTENANCE RESPONSIBILITY MAP S. Appl Ili n of any chemicals shall be by State licensed personnel. All pesticide applications require P.C.A. recommendation. t HIGHLAND AVEDWIGHT, FRENCH AND f1 ASO( .' -- - Scaliter I9. Pio trees shall be ptented within three (3) feet of curbs. . 1470 S. VALLEY VISTA DR, STS 14#- " lo. M trees are b be boated: ten fest from any street light, power pots, or reinforced concrete box; five foal from any drive 942 Aaron Drive approach, Are hydrant, underground structure (e.g. catch basins. vaults) and sewer lateral or clean-out; and three leer from any "or mew or "~ ins. Redlands,, CA 92374 DIAMOND BAR, CA 91765 • CONSTRUCTION NOTES FOR STREET TREES CIVIL ENGINEERS ---- 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLAN. 909-794-5811 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARD PLANS, AS PROXIMITY TO HARDSCAPE DICTATES. 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE Daniel L . Scaliter FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION s &I LOT "A^ 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ° • y� LANDSCAPE QUANTITIES CAL TRANS NOTES � GMO 1�V IS E D I fL(LI CaATI�N ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL BE COMPLETED � A SEE 5 14-r. L-7f't245-1,5U E c-At-es"1.A-n J e T5_)-9-2--9(o r ,0- IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF O �� tr�-TION CN TRANSPORTATION STANDARD SPECIFICATIONS DATED JULY 1992. �' ti A-\/I- Jj l2 - - 139 Y VV 16 Total acres in RO.W.: 08 acres SHOULD A CONFLICT ARISE BETWEEN THE CONTRACTOR PLANS , Q I��YISE �-�-TF t2I }='1 t -1 T 'total acres in Lot 'A' .03 ACRE SPECIFICATIONS AND/OR DETAILS PREPARED BY THE PERMITTEE, gE I= --++T L-`{ J� + 7_25��5 f ih /� THE STATES STANDARD SPECIFICATIONS SHALL GOVERN AS CITY + Total s.f. in R.O.W. 3486 S.F. DETERMINED BY THE STATE'S REPRESENTATIVE. r DESCRIPTION OF REVISION DATE APPROVED Total S.F. in Lot 'A' 1460 S.F. CITY OF RANCHO CUCAMONGA Total shrubs (including vine in R.O.W. by size): 5g Agapanthus africanus (5. gal), 26.. Myoporum parvifolium (5 gal.), . 58. Rhaphiolepis indica 'clara' (5 gal), 13 Xylosma congestum (5 gal), DEER CREEK WEST PARCEL TR , 14116 41 Rosmarius offictnalis 'Qrostratus' (5 gal), 10 Parthenocissus tricuspidata (5 gal), 36 Nandina doniestlea � Z 'compacta' (5 gal) and 36 Rhaphiolepis indica ' ballerina' (5 gal) r"' "" TRACT *14116 Total shrubs (includ* vine . Lot W: Hy ricum calycinum 0 gal)362, Rhapiolepis indica Evans' (5 gal) 44, U g RANCHO CUCAMONGA a Pittosporurn robins 'Wheeler's Dwarf(5 ga) 3y, l"'lcus repens (5 pal) 20. , Total Trees in RO.W. by size, street spacing and species): Lagerstroemia indica (15 gal.) I to,LIQUIDAMBAR STYRACIFULA (5 GAL.) 4 DATE -Y a*~ RHA JOB #94143 ANDSCgp APPROVED BY Total Trees in Lot'A`: liquidambar styraciflua (l5 gal.)8. rx �,o`- �� F9 CITY ENGINEER ' a-�� RCE 1,10 .24953_ QUANTITIES SHOWN ARE FOR ESTIMATE PURPOSES ONLY. cal tt ask 9 FINAL QUANTITIES FOR PLANT MATERIAL INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIREMENTS Q �� o°� ��, cy� DESIGN S' RECOMMENDED s J► 3612 SEVENTH STREET® w TMC - } x RIVERSIDE, CALIFORNIA n t re t t q� 92501 DRAWN SHEET Dat _ * OF 7 x - -- - L- 1 (909) 781-1930 CHECKED DRAWING NO - — --- RCE NO — 0 x F0FoF CITY 7 f S� FAX (909) 686 8091 —L } d SO DATE — — — — rIl E NO _ — "SHEET _ _3 -- QF IAentlllcolla, Innr,4 For ObbrnylOtlnn• aee - --- Sla,dor d Flo-,a 11 1IV A 11-2 UNAUTHORIZED CHANGES AND USES SCALITER IRRIGATION ENGINEERING, INC CAUTION: SCALITER IRRIGATION ENGINEERING,INC.WILL NOT BE IRRIGAT ION DESIGN-WATE R MANAGEMENT f OIt•r and I RESPONSIBLE FOR,OR LIABLE FOR,UNAUTHORIZED CHANGES TO OR 902 AARON DRIVE 1 o+Ion nvifief USES OF THE IRRIGATION PLANS ALL CHANGES TO THE IRRGATION REDLANDS,CALIFORNIA 92374 •ee p• prr o 0 jec t plonk ---- PLANS MUST BE IN WRITING AND MUST BE APPROVED BY SCAL17ER Reclolmed enter eor r+V j�h � it N •Cr•. __ __ IRRIGATION ENGINEERING,INC. (909)794-5811 FAX (909)794.5873-------- ----------- �r I Cover i(, lob•+ •t.sr+-►•,r,+, •d - �__,; , � , _ POINT OF CONNECT ION 10 BE NEIN 1" IRRIGAI ION WAT EF. METER ?" frit � � l � �-- :77 7, TO BE PROVIDED BY CCWD. THE CONTRACTOR SHALL MAKE 4" u+L>< /i: ,.1177 ARRANGEMENTS AND PAY COSTS FOR THE INSTALLATION OF A NE '1 1e, WATER METER CONTACT THE CUCAMONGA COUNTY IRRIGATION LEGEND vo+Ve box cover L_-_. - Volvo box " sT ,CT FpR COSTS AN I STA�LAT�p pRpCEp�JR t 1TTP11— 60 { - i i 1) 1DU�ED PRESSURE BACLOW PRENTER, FEB SYBV WITH BRASS PL Aft 1 i i MESH WYE STRAINER. SEE STANDARD CONST ION DETAIL NO. 517. 1 , r - t GENERAL LEGEND 2) 1•FLOW SENSOR DATA INDUSTRIAL. ` CONNECT AS P E R Or 11 lob of 0.4 covow --- - tslot+ed hood L------i r ---I L---i ------ J - 1 ' MANUFACTURER'S INSTRUCTI S ANDARD CONSTRUCTION DETAIL SYM. DESCRIPTION MANUF. & PART NO. REFERENCE to ncr"pf scar •. / , , I I NO. 516 AND FLOW SENSOR HIS SHEET. Mncl,lne •cr•• w/ I I _ � • REMOTE CONTROL VALVE , SIZE INDICATED RAIN BIRD EFt3CP-PRS SERIES DETAIL NO. 522 lAt", 2 .olr,ero a,d nut I I I ' I I t„ 70�� ;i��'i'��1� c- � 'S {i�-j 3) 1" MASTER REMOTE CONT VALVE, CLAYVAL 138-01-ACSKL, 24VOLT!:. ' I1TP1 ' - 0 C' SEE STANDARD CONSTR I N DETAIL NO. 516. CONNECT TO MASTER MAST ERCONTAOLVALVE CLAYVAL 136-01-ACSKC, 24 VOLT DETAIL NO. 516 �c L 1j, y-' I -�`---- 7i"Crovelor crUShod rock c� \ «oven •tr• coo t, VALVE STATION AT S ITE 'A', VALVE PIPE SIZE Ott- DSNIALLERNIBCOT-585-70-66 BALL VALV DETAIL NO. 518 t �` _ � -,i� �_ -�+ ��_-� 4) EXTEND 1-1/4" MA E TO VALVES, AS SHOWN. T NDIAR RWATt� �� R,- R(�( c• . u T t 1 -R- - - f i�aB0C0 7 C0 )O J?OC1C: )� c1,�.u �.� 1. 1/0 - 1 � Slae (r>t•t / Scloplr eneSTATIC WATE ESSURE 65 PSI ® R P 1 BACKFLOW PREVENTION UNIT FEE3C0 825-Y-BV DETAIL N0.517 /0 1 bottom Inlet -- SYSTEM _ N PRESSURE 65 PSI SEC LION ELEVATION PEAK GATION DEMAND 17 GPM F S FLOWSENSOR DATA INDUSTRIAL 220P SUPPLFb DETAIL NO.516 BY CALSEIJSE VALVE BOX IDENTIFICATION VALVE SECTION 0 QUICK COUPLING VALVE RAIN BIRD 33 DNP DETAIL N0.530 _-- - -- - VALVE BOX Q,A, AUTOMATIC CONTROLLER'A' CAL.SENSE ET1-12- DT��ii W/ DETAIL NO. 539 C ANT 1 ANTENNA'PA AND 541 CAL TRANS IRRIGATION DETAILS NEW 1" IRRIGATION METER BY DEVELOPER PER CCWD SID'S CCWD STD'S PRESSURE SUPPLY UNE TO METER AND TO BRASS PIPE PER CCWD'S STD SPECIFICATION B.P.0 SIZE INDICATED -_ N tt� M PRESSURE SUPPLY UNE ,SIZE INDICATED 11/2"AND SMALLER USE PVC SCAO SPECIFICATION 1 - 3 A AVENUE 2" AND LARGER PVC CLASS 3 I NON PRESSURE SUPPLY L;NE, SIZE INDICATED PVC SCH 40 SPECIF ICAT ION p�4. _ _ = SLEEVING A.B.S. CON IT DETAIL NO. 527 2 2 5. 17 (, {�, 1 fA�` 2}q(O>b �� M I 31� �'' • DRIP VALVE ASSEMBLY RAINBIR X Z- 7 DETAIL . 523 3 --� • �K •� III III 3a -- - -� NON PRESSURE_ SUPPLY LINE DRIP 3/4' SCH 40 PVC LATERAL W/ EMITTERS DETAIL NO. 524 Iu X. LIGHTS ,, CONTROLLER SEQUENCE , SQUARE FOOTAGE(*1r) --- - _, • • GALLONS PER MINUTES S • A • • ,3/ / oft �l • A • •/ �/z --- - L!!� 1 �k ih - (11,14 K Itf1 4 ►%tr EX. CONIC. SIDEWALK '�� t� �� REMOTE CONTROL VALVE SIZE rLV(f 3 l l �� , v 3/4 A4 /� /h ► / / //Z 4 3/4 ,,' �� - ,� -�J 3y I` In 4 SPRINKLER HEADS j I SYM DESCRIPTION MANUF. & PART NO. GPM RAD PSI ARC DETAIL NO. .r ;. '+ -y.- _ .�- '►� ._. + W HALF CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-BH-FLT 65 8 20 1800 534 I 1/4 CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-80-FLT .33 8 20 90° 534 V HALF CIRCLE SPRAY HEAD RAIN BIRD 1812-SAM-8H-FLT-PCS-060 0.6 7 20 1800 534 / I V 1/4 CIRCLE SPRAY HEAD RAIN BIRD _ 915 �' -. � __..��. 3 _.._ � �Z Q 9-7 O � 9-7 � ,i' 1812-SAM-8Q-FLT-PCS-030 0.3 7 0 90° 534 pa, f I O STRIP SPRAY HEAD RAIN BIRD 1812-SAM-I5SST 1.00 WA 20 4X28 534 � /� ✓ � � ` �^ ra � � r� t � 812-SAM-1 SEST ,5Q WA 20 4X . 14 � p ti� l� 3 (Of 5 0 END STRIP SPRAY HEAD RAIN BIRD 1 6.>r:. � 14 534 I11 17�'y II WATER TO THE IRRIGATION PROJECT WILL BE PROVIDED BY CUCAMONGA COUNTY AUTOMATIC IRRIGATION SATELLITE A', CALSENSE ET1-12 DTI RADIO ANTENNA AND PORT, ANT-1. TO BE LOSED IN WATER DISTRICT. STATIC WATER PRESSURE OF 65 PSI WAS OBTAINED 7/29/94, FROM AL-RESISTANT I CONTROLLER ENCLOSURE, STRONG M CARLOS FIMBRES, ENGINEERING TECHNICIAN WITH THE CUCAMONGA COUNTY WATER � D SB-24 SS/120V, AS PER STANDARD CONSTRUCTION DETAIL OUNO CONTROLLER WITH A 1/2" I DISTRICT, TELEPHONE: (909) 987-2591. BY 5 FOOT COPPER,GROUND LINT RAINMASTER 24PC PERMANENT REMOTE © CONTROL PIGTAILIN F ELECTRICAL METER AND SERVICE BY SCE PAID FOR BY DEVELOPER POWER CONDUITS AND HOOK-UP TO BE RESPONStRILITY OF THE CONTRACTOR. I SEE' 'r 7 __ j / FLOW SENSOR NOTES: r; ANATE LOCATION OF SATELLITE WITH CITY'S REPRESENTATIVE PRIOR TO INSTALLLAIION 1 . FLOW SENSOR SHOULD BE INSTALLED IN-LINE, ONE AT EACH POC, WITH "10" DIAMETER OF SENSOR-SIZED PIPE UPSTREAM OF FLOW SENSOR AND "5" DIAMETER OF SENSOR-SIZED PIPE DOWNSTREAM, e.g., 1" SENSOR NEEDS 10" OF 1" PVC UPSTREAM AND 5" OF 1" PVC DOWNSTREAM. NOTE: UNITERRUPTED PIPE • r`� 2. FLOW SENSOR SHOULD BE INSTALLED "10" PIPE DIAMETER UPSTREAM OR DOWNSTREAM OF ANY VALVE, FITTING, METER OR BACKFLOW DEVICE. GENERALRI TION N 3. WIRES FROM FLOW SENSOR TO CONTROLLER SHOULD CONSIST OF ONE (1) BLACK 1. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW AND ONE (1) RED STANDARD #14 IRRIGATION VALVE WIRES. DEMAND SHOWN ON THE ON SITE IRRIGATION CONSTRUCTION DRAWINGS AT EACH POINT OF CONNECTION. 4. FLOW SENSOR SHALL BE HOUSED IN A VALVE BOX AS PER STANDARD THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE CONSTRUCTION DETAIL NO. 516, AND HEAT BRANDED WITH THE LETTERS "F.S." 2" BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE CITY AUTHORIZED REPRESENTATIVE. HIGH. 5. CONNECT PER MANUFACTURE'S SPECIFICATIONS 2.THIS DESIGN IS DIAGRAMMATIC. ALL PIPING,VALVES,ETC.SHOWN WITH IN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. A/OID ANY CONFLICTS BETWF-FN THE SPRINKLER SYSTEM AND ARCHITECTUAL FEATURES 3. BEFORE ANY WORK COMMENCES,A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR,REGARDING GENERAL REQUIREMENTS OF THIS WORK BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH 4. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND ANY SHRUBS WHENEVER POSSIBLE. OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS,AND HE IS RESPONSIBLE FOR THE PROTECTION OF,AND ANY DAMAGE TO THESE LINES OR STRUCTURES. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. 5• CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR JOB SITECONDITIONS INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL PERSONSRSONSAANDD PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING IRRIGATION SYSTEM CALCULATION HOURS AND CONTRACTOR AGREES TO DEFEND AND INDEMNIFY AND HOLD, CITY AND DESIGN METER 1 VALVE SECTION A5 FLOW 17 GPM IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 2 INCHES OF WATER PER WEEK PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE GROUNDCOVER/SHRUBS APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 1 ( ) DESIGN PROFESSIONAL. SECTION HW PIPE TYPE IN. DIA. PIPE LENGTH GPM ACCUM. G.P.M PRESSURE Loss v TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. - C' ----- (INCHES) (FEET) •----- (PSI) (ft/8) 6. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS,IN THE FIELD, 1 150 PVC SC 40 0622 7 0.6 0.6 001 0.63 z Iso Pvcscao os22 7 os 1 z ooa , z7 WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, THREES, ETC.) INTERFERE WITH THETHAT OBSTRUCTIONS,GRADE DIFFERENCES,OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE �� •�� J'�• s 3 ,50 PVC SC 4o 0622 7 06 1.8 009 1 9 SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION BROUGHT TO THE ATTENTION OF THE CITY AUTHORIZED REPRESENTATIVE, IN THE EVENT THIS Ll� i - 3�1 J /-L -f6 a Iso PVC scao 0622 7 os za o,s 2s3 CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY 3612SEVENTY1STREET DESCRIPTION OF REVISION DATE CITY 5 150 PVC SC 40 0 824 7 06 3 0016 18 CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE CITY. RIVERSIDE, CALIFORNIA 92501 APPROVED 6 150 PVC SC 40 0824 7 06 36 006 2 16 ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. 7. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO '0 >< (909)781-7930 • FAX(909)686-8091 7 150 PVC SC 40 0 824 7 06 42 Oil 252 PREVENT OVERSPRAY ONTO WALKS,ROADWAYS,AND.!OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL LICENSE#1512 CITY OF RANCH 0 CUCAMONGA 8 150 PVC SC 40 138 7 42 84 003 18 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO INCLUDE SELECTING THE BEST DEGREE QF ARC TO FIT THE EXISTING SITE CONDITIONS AND INSTALLATION OF A 9 150 PVC SC 40 138 10 84 168 017 36 COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY PRE OPTIUMo ERANTIINNGNLLOWFOREEACHSYST )�DTOTHRorrLETHE FLOW CONTROL AT CAcH�+LVETooBTAI MAIN I 150 PVC SC 40 138 120 16.8 168 196 36 TO THE CITY. 8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OWGROUND COVER AREAS SHALL BE INSTALLED DEER CREEK WEST PARCEL SUPPLY 130 BRASS 1 049 1 50 168 168 4.09 623 SO THAT THE TOP OF THE SPRINKLER HEAD IS TVA" ABOVE FINISHED GRADE. METER SIZE (INCHES) 1 17 CAL TRANS NOTES 9. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED TRACTS 14116 1` BACKFLOW PREVENTER 12 UNLESS OTHERWISE DESIGNATED ON THE PLANS. LOCATE THE BACKFLOW PREVENTION UNIT, THE FLOW SENSOR RANCHO CUCAMONGA FITTINGS 1 02 UNIT AND THE MASTER VALVEOUTSIDE STATE RIGHT OF WAY. 10.110/120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED 1-1 4` GATE VALVE 0 t , BY THE DEVELOPER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE FINAL HOOK-UP EV5 N0SC4,0e IRRIGATION PLAN 1' MASTER VALVE 3.4 FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. tJ'` 1" REMOTE CONTROL VALVE 52 IRRIGATION LINES PROPOSED UNDER PAVED SURFACES SHALL BE 11.INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE 2Q �� o�Qti HLuB/,�N 9� t -. e _ fi 1' FLOW SENSOR_ os INSTALLED IN (A.B.S.) PLASTIC CONDUIT. p o y r APPROVED BY: _ DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. �h Q� 'is � OATE ELEVATION CHANGES 0 �� I w a � CITY ENGINEER _ %�'-!�'� g/�� RC.E_ N0. 24953 IRRIGATION SYSTEMS WITHIN THE STATE'S RIGHT OF WAY SHALL BE 12.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, - 20 -4 TOTAL SYSTEM LOSSES 30.83 INSTALLED IN ACCORDANCE WITH THE PROVISIONS IN SECTION 20-5 LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THEu� * DESIGN RECOMMENDED PRESSURE NEEDED AT FARTHEST HEAD 20 "IRRIGATION SYSTEMS" OF THE CURRENT CAL TRANS SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS,UNDER PRESSURE NEEDED AT P.O.0 50. SPECIFICATIONS. ROADWAYS,PAVING STRUCTURES,ETC. STATIC WATER PRESSURE 65 IRRIGATION LINES PROPOSED NDER PA R 13.IN ADDITION TO THE CONTROL WIRE SLEEVES AND PIPE SLEEVES SHOWN ON THE DRAWINGS,THE CON- Sl � �! SET PRESSURE REDUCING VALVE AT N/A BE INSTALLED N (A B.S.PLASTIC CONDUIT.D SURFACES SHALL TRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE AND PIPE SLEEVES OF 9lFOF CA0VI", DRAWN SHEET RESIDUAL PRESSURE 14.17 PSI SUFFICIENT SIZE UNDER ALL PAVED AREAS. L-L OF 7 CHECKED RCE NO DRAWING NO CITY 10 I;5L7- DATE FILE NO qt "SHEET zOF " I STAND ALONE CONTROLLER �., AUT 1 AIJT�I�i►�lA pfl4�T 20. ADJUST FLOW CONTROL OF EACH VALVE FOR PROPER OPERATION. ADJUST HEADS FOR ALIGNMENT AND a : ,:�•�' I _ - - I G�'�Xlp'L' COVERAGE. IF IT IS DETERMINED THAT COVERAGE CAN BE IMPROVED BYA NOZZLE CHANGE, MAKE SUCH CHANGES -I I _ I= I RAIN BIRD 33 DNP WITH PURPLE---' G� E _- i RUBBER CAP - 5L PP'_Y ONE * _ .; OR ARRANGE WITH THE MANUFACTURER TO HAVE CHANGES MADE,AS PART OF THE WORK OF THIS CONTRACT. LEI I I-I I i- I I PER 12 ACV'S INCLUDING HOSE T I MAKE CHANGES PRIOR TO ANY PLANTING. . WHITE Sw!vELS. STRUCTURE OR I I CALSENSE CONTROLLER SNAP TIE WATERPROOFCONNECTOR MODEL NO. PER PLANS • BLUE I =I HARDSCAPING _ I I -I I- II r _I 1 21. PERFORM PRESSURE TESTS AND PROVIDE ALL EQUIPMENT NECESSARY TO TEST THE IRRIGATION SYSTEM, PIG-TAIL EXPANSION LOOP (MIN 24') -I I I I=III FINISH GRADE - INSTALL IN . ' INCLUDING FORCE PUMP. PERFORM ALL HYDROSTATIC TESTS IN THE PRESENCE OF THE CITY S REPRESENTATIVE. l RED I-I III I PLANTER BED ONLY } TEST ALL PRESSURE SUPPLY LINE UNDER HYDROSTATIC PRESSURE OF 125 PSI FOR A PERIOD OF 6 HOURS,UNLESS 18" MAXIMUM CALSENSE HARNESS I BLACK - -J 120 VOLT DUPLEX -+ I OTHERWISE APPROVED. DO NOT BACKFILL OVER ANY LINE MORE THAN IS NECESSARY FOR TESTING, UNTIL IT HAS CLEAN BACKFILL - SEE ANY - T I TR VALVES QUICK COUPLERS OR OUTLET cFc) V NOT TALL REMOTE CONTROL z I BEEN INSPECTED,TESTED AND APPROVED. DO NO S _III - T MRiGATI N SPECS. FOR MATERIAL. O CONTROLLER m - II - --- 907. COMPACTION REQUIRED ',°.° °>° >° °. �I j ' TERMINAL STRIPS TO OTHER VALVE ASSEMBLY UNTIL TESTING IS COMPLETED AND APPROVED. i �-T =- • s I MATCH CONTROLLER PLASTIC 11(ALVE BOX (CARSON OR WATERPROOF ALL N -I - I- I- - SIZE ATTACH IRRIGATION -! - -I I _•'1 I- REMOTE PIGTAIL MFG. 22. THE SPRINKLER INSTALLATION SHALL BE DEEMED INCOMPLETE UNTIL ALL SPRINKLER HEADS,VALVES,AND ALL EQUAL) W/ PLASTIC LID. WIRE CONNECTIONS -I I I I- I _ _ I- ,- = x -, _ _ -, PER PLANS N CHECKED AND ADJUSTED TO BEST CONFORM TO THE CONDITIONS AS PER S 7 D x - SAND _ _i !_ RELATED IRRIGATION EQUIPMENT HAVE BEE C C >c I- - I- I I I H 40 BRASS NIPPLE 12" (- PLACE 3 ABOVE GRADE F.G. DE'A'L s2o x _ SC - - - -- IAPPROVED RE RD DRAWINGS HAVE BEEN � AND REQUIREMENTS THAT WILL PREVAIL AT THE FINISHED SITE,AND CO IN PLANTING AREA I- J I I . . ! FIELD WIRES QU - -- I I I SCH 40 BRASS 90° ELL I I . . SUBMITTED. - I ? SCH 40 BRASS 9CP STREET ELLSTAINLESS STEEL WHITE ' ' . . SCREW CLAMP 23. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR LED-LUBE JOINT COMPOUND x (COMMON) I I ( I I-I I SCH 40 BRASS NIPPLE - \ MINIMUM (3) PLACES BLUE I -) I =I III- _ i z 24" LONG (OR EQUAL). ALL PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. LIF 14 CONTROL WIRE SLEEVE I = WIRES I-III SIZE PER PLAN INSTALL °D SCH 80 PVC 90 STREET ELL 4 REBAR STAKE ENCLOSURE MOUNT - _ • • `� � I- ADJACENT TO PRESSURE \ � I �2a" LONG) 24 SOLDER PIPE SHALL BE COPPER WATER TUBE,TYPE"K". FITTINGS SHALL BE WROUGHT COPPER OR CAST BRONZE RED I MASTER CONTROL ;r -III-I II SUPPLY LINE BLACK VALVE I-III -I ( NOTES: . . . . 25. MAINLINE 2"AND LARGER SHALL BE PVC CLASS 315. MAINLINE 1-1/2"AND SMALLER SHALL BE PVC SC 40. -III-i -_- ____ - 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL _ __ _ _ -- PRESSURE SUPPLY LINE CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR FLOW METER _ _ SLEEVE - SIZE TWICE PRIOR To CONSTRUCTION. 26. LATERAL LINES SHALL BE PVC SCHEDULE 40. DIAMETER SAME I 1 1 1-1 1 1-'1 1 -1 I � SIZE AS FLOW I III III I-III DIAMETER OF PRESSURE 2. CONTROL WIRE SEOUENCE TO CORRESPOND TO THE PLAN'S DESIGN METER SIZE I I-) I SUPPLY LINE I SEQUENCE OF REMOTE CONTROL VALVES. 27. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY DIAMETER SAME SIZE _� NP 1 AS FLOW METER SIZE i 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTION . - ION-PRESSURE LATERAL BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE NOTE: PIPING UNDER PAJEMFNT SUSCETIBLE TO TRAFFFIC S LINE SLEEVE - SIZE TWICE WIRE AT THE ENCLOSURE. 28. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, EQUIPMENT,AND j MINIMUM DISTANCE DOWNSTREAM REFER TO CLTY STD.NO.120(24 TO 36 INCHES MAX. DEPTH TO TOP DIAMETER OF NON-PRESSURE sx DIAMETER of FLOW ME-ER sIz=_ OF PIPING BELOW STNUCTUAL SECTION) LATERAL LINE II PRESSURE SUPPLY 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. WASTE TO THE SATISFACTION OF THE CITY'S AUTHORIZED REPRESENTATIVE. ( UNINTERRUPTED PIP=) NOTES: �' LINE FITTING S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE MINIMUM DISTANCE UPSTREAM 1- ALL SLEEVES TO BE SCH 40 PVC. Ii CONTROL VALVES. lox DIAMETER OF FLOW PRESSURE SUPPLY LINE 6.ALL ELECTRICAL DEVICES SHALL BE GROUNDED, PER LOCAL CODE. 29. UPON COMPLETION OF THE PROJECT,CONTRACTOR TO TURN OVER TO THE CITY: METER SIZE 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. (UNINTERRUPTED PIPE) 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 7. A"T I �TE►-JI,Io f�PT Td P-E c` QQFf- r-h To `i�E A TWO(2)KEYS FOR EACH CONTROLLER. ��1 Tp t j�l v Nv RP pI o (p7�,21 Q P�-F_. To B. ONE (1) QUICK COUPLER KEYS AND MATCHING HOSE SWIVEL FOR EVERY FIVE (5) OR FRACTION THEREOF OF }IE GI f_r "T"-15 IIs LIT L-Gor�f1'U R �� -T r_l"I EACH TYPE OF QUICK COUPLING VALVE INSTALLED. CITY OF RANCHO CUCAMONGA, CALIFORNIA o o C. TWO(2)OF EACH SPRINKLER HEAD SPECIFIED. 7 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA D. TWO(2) FOUR FOOT VALVE KEYS FOR OPERATION OF GATE VALVES. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED ,Y. STANDARD RAH ! ADP4�JEu BY , STANDARD PLAN APPROVED ,n STANDARD PLAN E. TWO (2)SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF -PROVED B� STANDAR P-AN �� 119, TYPICAL SLEEVING a QUICK COL'PLItiG l?►L�'E WITH METaL FLOW METER INSTALLATION Y ENGINEER c�_ _61. _ - /9 - _'_-_- _-_ J ODIFIED CONTROLLER ASSEMBLY 527 � QpIF �- SPRINKLER AND VALVE SUPPLIED ON THIS PROJECT. Z STAKE FOR NON AREAS 530 INSTALLATION - TYPE A 541 �IFOE�I�.q� 516 CIT C G1 EE DATE USE WITH STANDARD SPECIFICATIONS FOR PVPLIC WORK-S CONSTIRVCTION SHEET : OF 1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ■ ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R E 24953 SHEET l OF 1 30. AS-BUILT DRAWINGS-THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE,A COMPLETE AS-BUILT RECORD �''�-''�='' DA'EI USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I -_-_-_-:_.____- -- _ .-. -_ .---__-- _-.___._._______--.-_ - -- SHEC1--'--' - R-E 24953 •'RCE 24953 _ SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. SHEET 7F I j TO SPRINKLER - ANGLE PIPE TO PRIOR TO FINAL INSPECTION,THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE "AS-BUILT" SET BACKFLOW PREVENTER SPECIFIED DEPTH WITH 45' ELLS TO A REPRODUCIBLE SEPIA MYLARS, PROCURED FROM THE CITY'S AUTHORIZED REPRESENTATIVE. ALL WORK HI-POP SHRUB HEAD sE' To SPECIFICATIONS SHALL BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: GATE ASSEMBLY SCH ao PVC MALE ADAPTOR ! Y4" `�E F.�. VALVES, MAIN LINE AND CONTROL WIRE ROUTING, P.O.C., BACKFLOW DEVICE, CONTROL VALVES AND BRASS NIPPLE - TYPICAL SCH 8o PVC UNION SPECIFICATIONS CONNECTORS I FINISH GRADE CONTROLLER, QUICK COUPLING VALVES,AND OTHER PERTINENT UNDERGROUND ITEMS. (4) PLACES a BRASS OR PVC APPLE 'C R PR oOF OL VALVE j 1. GENERAL ALL CONSTRUCTION IS TO BE PER CITY STANDARD PLANS AND THE STANDARD SPECIFICATIONS FOR BRASS 90' ELL - TYPICAL o 3 PUBLIC WORKS CONSTRUCTION. 1 DRAWINGS, HALL PR VED ONE i (2) PLACES WI g PLASTIC VALVE BOX _ - -, 3 CONTROLLER CHART• UPON APPROVAL OF THE FINAL"AS BUILT" DR GS, S 0 O ( n 1 m I MARKED "IRRIGATION RCV I'I;I=' =t - =' 11- CHART FOR EACH CONTROLLER INSTALLED. BRASS NIPPLE ~ ? I -- i=; i1 �i -i i '= A. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN I z y (CARSON OR EQUAL) 4 ETCHED WITH CONTROLLER _I ! I- _ r _! 1 L_ ON THE PLANS PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. 5 I o -1 -! - A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED"AS-BUILT"SYSTEM A BLACK LINE PRINT REDUCED TO 6" THICK x 12" WIDE a a AND VALVE SEQUENCE _I I-' -' !; III_ B. THE CONTRACTOR SHALL CARRY ALL WORKER'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE u CONCRETE PAD (LENGTH VARIES z I I ._- _' I- THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW,COLORED WITH A DIFFERENT COLOR FOR EACH VALVE _ _ -�- I - � ! � ' '-' ' INSURANCE,AS REQUIRED BY THE CITY. BRASS WYE STRAINER PER SIZE/MANUFACTURER) 6" MIN. FINISH GRADE ] I_=, :-- II-1II STATION). = z I SLOPE TO DRAIN AT MINIMUM ;�, Q I. -tet I - -' j-; I�-- i 1= C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. B. WHEN COMPLETED AND APPROVED,THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO(2)PIECES OF WITH 60 MESH a0� 29 I I -I MONEL SCREEN -�1 D. BEFORE ANY WORK COMMENCES,A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE 1_ I ; -1 I 20 MIL CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR 1 - / FINISH GRADE CONTRACTOR REGARDING GENERAL REQUIREMENTS OF THIS WORK. BRASS UNION f =I t I,, i= SIDEWALK I = - j �I - EQUAL• z I I-i I ---- I MOISTURE I `� - I ; I=1 I ! E. THE QUALITY OF WORKMANSHIP AND MATERIALS SHALL BE OF THE HIGHEST STANDARDS GENERALLY • " ' _� - SENSOR I I ACCEPTED BY THE INDUSTRY. -I I� 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF RANCHO CUCAMONGA(14 •:, _ WHERE -I F. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND �+ I I I REQUIRED I ADVANCE FOR THE FOLLOWING MEETINGS/INSPECTIONS:A«op',flhilo TTo 7}4E TW��`� i►J vLC�AT�f� I-'I -I I- =i_ •-I -' BRASS NIPPLE - TYPICAL RUBBISH INCIDENTAL TO HIS WORK. (2) PLACES 11 3" PIC TAIL EXPANSION FROM WATER SOURCE'( II 11-- ' - j I: LOOP (MIN. 24" LONG) A. PRE-JOB CONFERENCE. - 7b�'t'6 SCH 40 PVC MALE I 2. SCOPE OF WORK •THE CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR,TRANSPORTATION,EQUIPMENT AND _ z PROPERTY AND SHALL PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION B. PRESSURE SUPPLY LINE INSTALLATION AND TESTING. - Z�} t}P`� 90% COMPAC71ON ADAPTORS TYPICAL � FLOW ( III; BRASS ANGLE GLOBE (2) PLACES I ` VALVE w/UNION I SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS AND/OR NOTES. C AUTOMATIC CONTROLLER INSTALLATION. - 24 NRS REQUIRED I _ ,� I EI D. CONTROL WIRE INSTALLATION. - 94 IK S. I i 3/4' WASHED I E. LATERAL LINE AND SPRINKLER INSTALLATION. Itis ° CRUSHED AGGREGATE A. INCLUDED AS A PART OF THE IRRIGATION WORK , BUT NOT LIMITED BY IT,ARE THE FOLLOWING ITEMS: THE ' 0 ME-ER s I I. I ••� ( I .° 'A I s t FURNISHING, INSTALLING AND TESTING OF ALL MAINLINE, POINT OF CONNECTION, LATERAL LINE, RISERS AND F. COVERAGE TEST BEGINNING OR ESTABLISHMENT PERIOD. ';• -• -" - LUNE TO SYSTEMS °. •.' • j - ,I (� �IE.�,cl �_vCY!<=I-I- -? j�►-�F 6 I I- '!o FITTINGS, SPRINKLER HEADS, BACKFLOW PROTECTION, AUTOMATIC CONTROLLERS, CONTROL WIRES (TO .. .. •. . I- SCH 80 PVC NIPPLE SCH TR PVC VALVES ELECTRICAL CONTROL VALVES AND THE EXCAVATION,BACKFILL AND ALL OTHER WORK IN PER CCWD STD'S CONCRETE BRASS 90' ELL - 'I�I J I I--�I- MARLEX 90' STREET ELL 90' STREET ELL I )' THRUST BLOCK TYPICAL (2) PLACES I =1 r�I =1; I IJ CONTROL do COMMON WIRES ACCORDANCE WITH THESE PLANS,DETAILS AND NOTES. LNON-PRESSURE MARLEX 90' STREET ELL B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIALS AND WORKMANSHIP, LATERAL FITTING RIGID PIPE AND RELATED FITTINGS SHALL BE PER CCWD STD'S. - - INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE (1)YEAR _ _ - -- ----- ---.-----� - - NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK TYPICAL (2) PLACES NOTES: BRASS NIPPLE ANTI-DRAIN VALVE AS REQUIRED 3. AS PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC, THE CONTRACTOR SHALL COORDINATE THE 1. INSTALL PER LOCAL CODES. NOTE: INSTALLATION OF ALL SPRINKLER MATERIALS WITH THE LANDSCAPE DRAWINGS TO AVOID CONFLICT WITH SCH 40 PVC SxSXT TEE PRESSURE SUPPLY LINE 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, STATIONARY ELEMENTS,AND TO AVOID INTERFERING WITH THE PLANTING OF TREES, SHRUBS, OR OTHER PLANT 2. EQUIPMENT TO BE INSTALLED ATA MINIMUM OF 24" FROM ANY HEADER BOARDS, AND EDGES OF LAWN. STRUCTURES OR HARDSCAPING. NOTES: MATERIALS. PIPING SHALL BE ROUTED IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE- WALL, BUILDING, ETC.) 1. INSTALL CONTROL VALVES A MINIMUM OF 1:r FROM STRUCTURES OR HARDSCAPING. 2. USE TEFLON TAPE ON ALL MALE THREADS. j MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE I 4. THE CITY'S AUTHORIZED REPRESENTATIVE SHALL DECIDE ALL QUESTIONS RELATING TO INTERPRETATION OF THE 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. ORIENT UNIT PARALLEL TO STREET. I DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 4. PLACE AGGREGATE PRIOR To INSTALLATION OF VALVE BOX. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. I 5. LOCATE UNIT WITHIN SHRUB AREAS WHEREEVER POSSIBLE. 5• ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS. VALVE NUMBER. 5. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK AND THE CITY'S PROPERTY FROM DAMAGE AND THEFT CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE CITY'S AUTHORIZED REPRESENTATIVE. RAVED ,Y. REDUCED PRESSURE STANDARD PLAN I APPROVED ,Y: REMOTE CONTROL VALVE WITH STANDARD PLAN AP-ROVED By STANDARD PLAN IF �CITY C FI D [71FIE HI-POP SHRUB SPRAY 6. IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE DRAWINGS, THE CONTRACTOR SHALL BACKFLOW PREVENTER 517 ; �G riz� SHUT-OFF VALVE & UNION 522 i , L�. '/9 , 534 NOTIFY THE CITYS AUTHORIZED REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK. CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION ENGINEER Cf'� ENG MEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION DATE( USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R,C.E 24953 SHEET t of t ilq.c24953 SHEET t OF l IRC.E 24953 - SHEET t OF I - -- L� 24" S'RONG BOX MODE_ No 7. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR I SB-24SS-20V SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. a i 3 0 8. TRENCHES SHALL BE EXCAVATED TO SUFFICIENT DEPTH TO PROVIDE COVERAGE OF 1 B-INCH OVERALL PRESSURE g m I SUPPLY LINES AND 12-INCH OVERALL NON-PRESSURE LINES. THE CONTRACTOR SHALL PROVIDE MINIMUM j z I ROUND PLASTIC VALVE BOX do ❑ NOTE: COVERAGE OF 24"FOR ALL LINES,PRESSURE AND NON-PRESSURE, UNDER VEHICULAR PAVEMENT. o a COVER ETCHED "IRRIGATION GATE" I ENCLOSURE TO BE GROUNDED PER a (CARSON OR EQUAL) LOCAL CODE. GROUND ROD TO BE INSTALLED INSIDE ENCLOSURE oN 9. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, c� ? CONTROLLER SIDE. ~ FINISH GRADE � m AND SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS,SUNKEN AREAS, HUMPS,OR OTHER IRREGULARITIES. ate-- I I I I= I 1 10. ALL CONTROL WIRE AND PIPE UNDER VEHICULAR PAVEMENT HARDSCAPING, ETC.IS TO BE SLEEVED WfTH SCH 40. - 1=1 15 I_I ;, ISIZF PER PLAN)FOR THE CENTRAL WRITS AND TWICE THE DIAMETER FOR THE SUPPI Y AND LATERAL PIPING. -' II FINISH I I I I LUV,-L-VE - I/c oR Lrc. C2 -1I !-I III-III- GRADE II I I 3'-Ir X 3'-Ir X C CONCRETE MIN. j I I I I FOOTING INSTALL A MINIMUM OF 11. INITIAL BACKFILL ON PLASTIC LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER T ABOVE GRADE AND SLOPE CLEAN BACKFILL - SEE = •' Sp _;I ,�� }o TOP TO DRAIN AT MINIMUM of 2R. THAN 1/2-INCH IN SIZE,WITH A MINIMUM OF 3 INCHES OVER AND 2 INCHES UNDER PIPING. LAT SPECS. FOR MATERIAL. -, 90% COMPACTION REQUIRED _- !_ -I = -I I m -, �- =I �__'- 3 BRASS BALL VALVE -y -' - COMMON WIRE/CONTROL WIRES IN 12. PLASTIC FITTING SHALL BE OF SCHEDULE 40 POLYVINYL CHLORIDE INJECTION MOLDED AND SIDE GATED. WHERE to I _17TI I I-_; =III I I- i71 I r SCH.40 PVC CONDUIT. THREADS ARE REQUIRED,THESE SHALL BE INJECTION MOLDED AND SCHEDULE 80. -III-i I-I I I I I I.--I�I-I I I- �I'= I= -' IM NON-PRESSURE LATERAL LINE: CITY SCH. ao SNAKE PIPE IN DESCRIPTION OF REVISION DATE APPROVED =1 I '?0 VOLT WIRE IN RIGID STEEL 13. WATER METERS SHALL BE INSTALLED BY OTHERS. CONTRACTOR SHALL MAKE POINTS OF CONNECTION (P.O.C.)AS �• _ u -I I '-H I TRENCH CONDUIT (PER LOCAL CODE) X90' SWEEP ELL TO POWER SIDE OF CABINET (TYP.) INDICATED PER PLAN,THE BACKFLOW PREVENTION DEVICE SHALL BE LOCATED PER PLAN OR AS INDICATED IN THE E _ �- - T--- -I - PRESSURE SUPPLY LINE: ANT 1 ANTENNA PORT ---•� 1 O- - 16 _, FIELD BY THE CITY'S AUTHORIZED REPRESENTATIVE. CITY OF RANCHO CUCAMONGA SCH. 40/CL. 315 SNAKE EPDXYFILLFD - I- PIPE IN TRENCH ELECTRIC METER PER SCE 14. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 VOLT SERVICE TO THE CONTROLLER. 361=sE VI.N�II s"l tzt:eT I I HEAVY DUTY WEATHER - RESISTANT RIVEKSII�F, CALIFORNIA920] PHOTO ELECTRIC SWITCH FOR SECURITY F ELECTRICAL SERVICE EY SCE PAID FOR BY THE DEVELOPER. ALL CONDUIT STUB OUTS AND HOOK UPS TO Bt THE DEER CREEK WEST PARCEL LIGHT CONTROL AS REQUIRED PER RESPONSIBILITY OF THE CONTRACTOR. (909)781-1930• FAX(909)686-8091 i=I 1- D D .' --IIk _ _ PLANS. 1 LICF.NSL N 1512 _ I =III-I - CONTROL WIRES - BUNDLE z =1 I I' I=I I ' , AND TAPE AT 15' O.C. AND -� h v v ac av v N .4. - I INSTALL ADJACENT TO r 15. ALL CONTROL WIRE SHALL BE SOLID COPPER, PLASTIC INSULATED, OF DIRECT BURIAL WIRE. ALL COMMON WIRE o -I '- - _- - _ - PRESSURE SUPPLY LINE ! I TRACT #14116 CALSENSE CONTROLLER MODEL NO. SHALL BE AWG#12 WHITE,ALL PILOT WIRE SHALL BE AWG#14, RED OR BLACK. L_J '- PER PLANS. _ _ I- I-I I (- REFER TO CONTROLLER J I RANCHO CUCAMONGA I=i I i �i I I= ��i -I I, I I_ 1 - I I 6• TMP PROVIDE 6'�►.I e �•�•tp INSTALLATION STD. 16. VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT -III=iii=! i-I I-I II I - Imo- BEDDING NJbSFDI711-1(? I U AND CHEMICAL ACTION OF SOILS. THEY SHALL BE GREEN IN COLOR. THE COVER SHALL BE SECURED WITH A TIME SECURITY LIG IRRIGATION DETAILS 3/4" WASHED CRUSHED I TIMER REQUIRED PER L -� AGGREGATE BASE FINISH STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1500 PSI. VALVE PLANS. GRADE 1 e' GROUND ROD BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE BOXES SHALL BE AS �pNI)SCAAF = NorEs: r SCH ao cor,DUrr I I I I MANUFACTURED BY AMETEK,CARSON,OR AN APPROVED EQUAL. �� HLU8/ q APPROVED BY: • • e DATE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. FOR SECURfTY LIGHT MIN. I I I �Q` �QN !(y 9C (,( j 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. NOTE: WIRING. I I , � 120 VOLT WIRE IN RIGID '` 00 �� y CITY ENGINEER R•C.E N0. 24953 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. �•, STEEL CONDUIT (PER 17. FINAL LOCATION OF CONTROL VALVES SHALL BE APPROVED IN THE FIELD BY THE CITY'S AUTHORIZED �' Q' ,P � 4. PACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. I' ,I -� .:. a ... LOCAL CODE) I � Q ,� Tt'I 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2 pRE55t4RE s1►�'PLY LIVE Z%zl�p►IPSN1oL `R NSI MI{.i bP. " !�';�, I _ ` 11 REPRESENTATIVE, DESIGN RECOMMENDED 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND '� ��h I CRvER 24 P(I1�1 bf P. -` I n lure I�-- 4--, _l'-'_i -=1---- - 1 A PRI PI T P THEIR Ai IN THEIR RESPECTIVE LOCATIONS, vA v NUMBER. 8. ALL SPRINKLER HEADS AND PIPING SHALL BE INSTALLED PER E DETAILS, L E ------- I I AND SHALL BE OF THE MANUFACTURER NOTED UNLESS OTHERWISE APPROVED. Date DRAWN SHEET ' CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA � CALIFORNIA � GA CALIF C T RAl CITE' OF RANCHO CUCAMONGA, , ITV F RANCHO CUCAMONGA, CALIFORNIA 1 � Q _ C 0 APDROVED By i STANDARD PLAN 'APPROVED ,Y- STANDARD PLAN 'APPROVCD BY. STANDARD PLAN 19• THE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE 9 L-3 OF 7 VALVE j CONTROLLER ENCLOSURE OF ACCEPTANCE. MANUFACTURER WARRANTIES SHALL NOT REPLACE THIS GUARANTEE AND CONTRACTOR SHALL TF OF CAL�F�� c") !F � - 3" or smaller 518 Q 1�lED6. TYPICAL TRENCHING 526 I CHECKED DRAWING No .� r�z - TYPE A 539 BE LIABLE FOR REPAIRS AND REPLACEMENT OF FAILED MATERIAL. CITY R.0 E. NO r ICI'r ENGINEER DATE VSE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTbN SHEET l OF 1 SHEET 1 l! 1 U CITY ENGINEER DATE USE wfTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I DATE FILE NO '^ �R.CE _ 24953 SHEET t OF 1 RCE 24953 - "SHEET OF q �' y \ 7 ` Mulch \ L Tree t1as . T. ,S- I -- t Stokes Bottom om of boi In 41'below tog) 0 FG fG of root boil \\ 11CGif1C,(D YIOSC✓[.IK, 1(C• V Root boil z Top of root bnR i O'er Mn-1 � -I ObOv• FG PLANT LIST AND PLANTING SPECIFICATIONS z' I IRON SOIL COMMERCIAL PLANTING LIMITS f I I L MTS l.. PLANTIPLAH7 �QUARTITYNDLEISASINI SIZESYYDO SOTANiCAL NAME COMMON NAME E12ETYPE!SUIFATEIAMENDI FERTILIZERoIMULCH STAKING! NINlfuuo15-ANCF a'; rPou a REMARKS EACH I / QOQt boli 1 I A i PINI ( � � C--'>,.—• , Bot tom Of bosln ]"below FG � W PLIM. M' ;S1Bi O I PV1(iIFENCEr.ALu .Fn 1 � � Rooto. _ I Q I � L U I d I rz�ei �• �4 ; I— � a ,- � � •"i b _SECTION =W , SECTION - cS10_E AREA) I i • L c(> Tr(oFj tla IlJ Notiit'S �1' ilti, b D I YzL15 _SEC TION TREE STAKING -- ,ml, I I I I (FLAT AIIFA) 0 0 .ANIo- vi A Pc+J' S(tel 6 2 I — — � b B �L L& T BASIN TYPE I U W S . D G u nopum I L_VL.l &^L 2a, 2- I — )�Lp I Lp I n,4 — =j' S14pU6 D IGA T " v Y1A5 s U F'Io• '� I ¢ — — vz r o 'h i.8 =_f I r�' 4_4 F G� CAL TRANS PLANTING DETAILS g W 7 �`��.� 4A NnLis 'nRoS`TF�' s' CSL' 2 I 'Ft Lb fzL91 -I 9' PIA 15 o vkJoP s>A I I ( 8 ♦ o - pvsTo til I v 5a +- (v I I V I►-A • T�+I S v I DCd.Td j HIGHLAND AVENUE _ -� s zI t I — — I 'ILIA t L.O _ I I I IC Ll1a' a t71GA 41J oR (xt! — — `ILCb — —i,4 >s W 77 lei a a IV APPLICABLE VIEW CIRCLED. NOTE, z IQ-$NO" RIES SNDRR ARE PER PLANT-' UNLESS UNDERLINED PORTIONS OF BOTANICAL NAAAE INDICATE h• Z SMOIIN AS SOTO OR SOFT 1P►L ICAT IDR RATES 1BBREVI(TION$ USED ON PLANTING PLANS • I Q Q t-SUFFICIENT TO RECEIVE ROOT &ALL 4 I ip•O` Y V - -+ 7-DOES NOT APPLY TO WILCH MEAS 9 A-AS SHOW ON PANS G {G CAL TRANS R.O.W. 'tG- BVC :-MESS OTHEPPISE SHOPN ON PLANS -GV - - EX. LIGHTS 7 SEE DETAIL • � T-SEE SPEC IAI PROVISIONS Ty'. a PLANT LIST 9'�•b I I . ' . •• . Mow�ut�I�t-�Q� � - • \\ \•\ \ \ ((•S�•S „\\\ \\ \ TLy I�- I i D.D „(«(S D I � cu 1/1/92 APPENDIX PLANT UST TIrr T sow, r I r—" 9 •� - •3 916.2 q7-0 F& FEs i j I REFER TO SHT. L- 1 CITY OF RANCHO CUCAMONGA - : GENERAL NOTES FOR ADDITIONAL PLANTING REQUIREMENTS REFER TO SHT. L-4 FOR PLANTING DETAILS AND SHT. L-6 FOR ADDITIONAL SPECIFICATIONS PLANTING DETAILS/NOTES ALL SHRUBS ARE TO BE PLANTED ATE AL TRIANGULAR C?U U R SPACING WHENEVER POSSIBLE AND LOCATED / 1/2 DIAMETER OF MAXIMUM MATURE GROWTH FROM EDGES OF HARDSCAPE LANDSCAPE AREAS SHALL RECEIVE 4" OF COMPACTED WOOD CHIPS MULCH UNDER ALL TREES AND SHRUBS • AND BLEND INTO EDGES AT GROUNDCOVER AREAS. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY SAPPROVAL PRIOR TO PURCHASE AND PLACEMENT CAL TRANS NOTE / ALL WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE PROVISIONS IN SECTION 20-4 " HIGHWAY PLANTING OF THE CONCRETE HEADER — 1/2" RADIUS CURRENT CAL TRANS SPECIFICATIONS. EXPOSED EDGES AND FINISH PER PLAN 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 2 IN PLANT CROSSINGS) 6� FINISH GRADE 'I I F] I I^I T_ IDI, I I I_ I i�l I I;I 1 It - ---III : . • , , III tV l �p C.AL_ _ t�N � Go e & (MeN. � I— — _I ( N T 71ZC�95 --T• 3 RE—BAR CONTINUOUS I `;� w�a -III—III—III- (�U LESS 0 HERWISE INSTRUCTED) S �QC VA1�C�� 3612 SEVENTH STREET DESCRIPTION OF REVISION DATE CITY /� ��j/�/ APPROVED O( "` " "`� J�� RIVERSIDE,CALIFORNIA 92501 (909)781-1930• FAX (909)686-8091 LICENSF:1t 1512 rh�er «sZ CITY OF RANCHO CUCAMONGA rte►- SITS �CGl"(_A Vcu ��"NC c4VC— . DEER CREEK WEST PARCEL Z).0M ON. Ij 11.0 M(AX. = TRACT 14116 _ — �� RANCHO CUCAMONGA pec- - mAe-c �u�a�. Q cyr: 4.o' �Kosc�P PLANTING PLAN • � o E G • ( E� �!- sl TE C��bt�� NLus/�,yo49�, o° y APPROVED BY: NOTE: OATE.� �!'�1► � 5 1. PROVIDE SCORE JOINTS AT 10'-0' I Q O.C.0 C. D 3 8" EXPANSION c� / 24953 n. t CITY ENGINEE JOINT AT — n RC.E NO. SEC - S 20' 0� O.C.0.� _ 1 -20 � -� SECTION G G I DESIGN RECOMMENDED * TMC CITY OF RANCHO CUCAMONGA, CALIFORNIA ��lF"x�P o��`' DRAWN SHEET 4 APPROVED BY, CONCRETE HEADERSTANDARD PLAN OFCAL-4 � 7 h `•�•!z BETWEEN TURF AND GROUND COVER g28 cHEcKEo DRAWING NO. W CITY ENGINEER DATE USE WITH STANDARD ISPECR'ICATIONS FOR PUBLIC WORKS CONSTRUCTION RE 0 R.C.E. 24953 N ¢ SHEET 1 Uri CITY GATE FILE NO "SHEET . 1SHEET _ OF 1 NOTES: 1. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND PARALLEL. (\ 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. 4. PLACE FERTILIZER TABS PER MANUF. RECOMMENDATIONS IN PLANT CONTAINER PRIOR TO 1 . GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE 9. AFTER EARTHWORK, INSTALLATION OF IRRIGATION SYSTEM, PLANING FOR OBSERVATION CITY AND COUNTY CODES; AND THESE PLANS. THE CONTRACTOR AND SOIL PREPARATION, BUT PRIOR TO PLANTING, PERFORM t ) PURPOSES. SHALL APPLY FOR .ALL PERMITS AND PAY FOR SAME. WEED ABATEMENT PROGRAM TO ALL PLANTING AREAS AS FOLLOWS: N ONE HALF OF SPACINGA. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN- TO ALL PLANTING AREAS - REQUIREMENT SIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENC-- A. APPLY SULFATE OF AMMONIA AT THE RATE OF 5 LBS. W E LIMIT OF PLANTER A MENT OF ANY WORK UNDER THIS CONTRACT. PER 1,000 SQ. Fr. TO ALL AREAS TO BE PLANTED. B. THE C014TRACTOR SHALL CARRY ALL WORKER'S COMPENSATION, B. KEEP AREA MOIST BY REGULAR IRRIGATIONS FOR A PERIOD TOP TIE TO BE PLACED AS ��? `� TIGHTLY COMPACTED Jr BERM TO FORM PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, AS OF TWO (2) WEEKS TO GERMINATE EXISTING WEED SEEDS. LOW IE POSSIBLE C THE DEPRESSED WATERING BASIN. REQUIRED BY THE CITY C. AT THE END OF TWO WEEKS, APPLY ROUND-UP" OR C. THE CONTRACTOR SHALT_ APPLY FOR ALL PERMITS AND PAY FOR EQUAL SYSTEMIC HERBICIDE. DO NOT IRRIGATE WITH-IN TRUNK TO ALLOW FOR WIND S �� `� SIX (6) HOURS AFTER APPLICATION. HERBICIDE SHALL BE FLEXING OF THE TREE. BUT TOP OF STAKES BELOW Q SAME. NOT SO LOW AS TO LOSE HEAD OF TREE WHERE 4' t-IJ�P�tIPp. ALL IRRIGATION WORK SHALL HAVE RECOMMENDED APPROVAL APPLIED BY INDIVIDUAL WITH THE PROPER LICENSE. SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. T0O� (��T I�'L- �� MULCH. BY E� Nh 2 BY THE CITY - PRIOR TO BEGINNING ANY REFER TO MFG. SPECIFICATIONS FOR PERIOD OF TIME 1;' REQUIRED FROM TIME OF APPLICATION TO TIME IMPLEMENTING j THE HEAD TO DROP. MAIN TRUNK (_. GROUNDCOVER PLANTING WORK. PLANTING. AFTER COMPLETE WEED KILL, REMOVE ALL WEED RESIDUE (2) SETS OF CINCH TIES SPACED 2r E. THE OWNER'S SUPERINTENDENT AND THE LANDSCAPE ARCHITECT -- WILL REVIEW THE PLANTING WORK. PRIOR TO STARTING WORK, AND TOP GROWTH AND DISPOSE OF IN A LEGAL MANNER. APART H WITH GALVANIZED THE CONTRACTOR SHALL CONTACT THE CITY AND NOTE: ALTERNATE METHODS OF WEED KILL FOR ITEM 'C' ATTACH ' P METHYL BROMIDE APPLIED PER _ SCREWS TO 8' LODGE POLES. MAY BE �A AA,1 OR E L COORDINATE ALL REVIEWS. LICENSED HERBICIDE AGENCY AND SPECIFICATIONS. 2' DIA. LODGE POLE PINESTAKES F. THE QUALITY OF WORKMANSHIP AND MATERIALS S HALL BE OF THE 10. BACKFILL MIX FOR TREES AtJD SHRUBSS SHALL BE AS FOLLOWS: 12" MAX. WITH WOOD PRESERVATIVE STAIN, HIGHEST STANDARDS. COOPERATION AND FLEXIBILITY IS - 6 PARTS BY VOLUME NATIVE ON-SITE SOIL v DRIVE A MINIMUM OF 6" INTO = _ _ I _ _ JQ EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH THE - I III-III-I I I� I I N T - 4 PARTS BY VOLUME NITROLIZED FIR SHAVINGS UNDISTURBED SOIL AND POSITION I-III-� I I I -, ,- CITY LANDSCAPE ARCHITECT IN PRODUCING THE BES _ O / -- 18 LBS OF GRO POWER PER CU.�YD. OF MIX STAKES OUTSIDE ROOT BALL. - POSSIBLE PRODUCT. _ I I I-III I � I (� I � GRO-POWER PLANTING TABLETS FOR EXTENDED FEED NG/SO L -III-I G. UPON COMPLETION OF EACH PHASE OF THE WORK, THE CONTRACTOR CONDITIONING. SEE TREE AND SHRUB PLANTING DETAILS FOR ARBOR GUARD IN TURF AREAS AND ROOT BALL -I I SHALL THOROUGHLY CLEAN THE SITE OF ALL ACCUMULATED NT YAR - EQUA PLACEMENT AND QUANTITIES. R DS. _ FRONT I r - _ I � II RUBBISH, DEBRIS, AND OTHER EXTRANEOUS MATERIAL. - - 2. SCOPE OF WORK - FURNISH ALL MATERIAL, LABOR, TRANSPORTATION, THE ABOVE SHOULD BE THOROUGHLY BLENDED PRIOR TO USE I- L__ I c> o _I �`f ISL -C _��i E I�D ?' �I�vr t=c� - - - - I � EQUIPMENT AND PROPERTY TO COMPLETE THE LANDSCAPING OF THE FOR BACKFILL PURPOSES. THE IRON SULFATE SHOULD NOT CONTACT II- - - - - - I II- IM TH PLANT PIT TO BE 2 T ES E STAINING UR. - - - ( ) PLANTING AREAS SHOWN ON THE DRAWINGS, OR REASONABLY IMPLIED CEMENT SURFACES SINCE SEVERE STA N NG COULD OCC MPA RM TO FORM - - - - - - WIDTH OF THE ROOT BALL. TIGHTLY COMPACTED 3' BE - - ��-----`` t _ N I-I��I I (-I�I III I��I� III. III[ TO COMPLETE THE CONSTRUCTION. INCLUDED AS A PART OF THE 1 1. MAINTENANCE PERIOD THE MAINTENANCE PERIOD SHALL COMMENCE F NT WATERING BASIN OR RESIDENTIAL AND GROUND COVER INSTALLATIONS. LOCATE I I=I I I� I I� I I-III-III-I I �I ( I WORK, BUT NOT NECESSARILY LIMITED BY IT, ARE THE FOLLOWING ITEMS: UPON THE CITY WRITTEN OUTSIDE OF PLANT PIT. BERMS IN TURF =I I I=I I I=I I I=I I I=I I I=I I I I=I -11 FINE GRADING OF ALL PLANTING AREAS, PREPARATION OF ALL PLANTING RECOMMENDED APPROVAL OF ALL PHASES OF PLANTING INSTALLATION -- = - - AND TREE HOLES, FURNISHING AND INSTALLATION OF ALL REQUIRED AND SHALL BE FOR 180 AA`(s CONTINUOUS CALENDAR DAYS. P T TTY - - - T P MANUF.AREAS TO BE REMOVED PRIOR 0 C I ll (--------�� - - - - FERTILIZER ABS PER U . H IE-El II 1-IIS I I-III-III-I -III=� PLANTING BACKFILL MATERIALS, TREE STAKES AND MISCELLANEOUS 12. MAINTENANCE PROCEDURES - THE GENERAL CARE AND MAINTENANCE 3' DEPT NATIVE ACCEPTANCE. I RECOMMENDATIONS. BACKFILL =III=III=I I �=-III=III=I I (_ -I ( l=- NOTE: MATERIALS, FURNISHING AND INSTALLATION OF ALL PLANT MATERIALS, OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, BAC LL 1 1-III-III-III-I i I-III-II I r-I 1 1 R T BE PLANTED AT EQUAL _ 1 . ALL SHRUBS AND GROUND COVE 0 PROVIDING MAINTENANCE THROUGHOUT THE SPECIFIED PERIOD, WEEDING CLEAN-UP, AND AS FOLLOWS: PROV DI G M NATIVE BACKFILL WITH NO OTHERWISE INDICATED ON - WEEDING F ALL LANDSCAPE AREAS GUARANTEE OF CULTIVATE AN WEED AT LESS THAN TEN 10 WORKING UNLESS OT E P AN EED G 0 A. CUL V E D - ROCKS GREATER THAN SPACING (TRIANGULAR) U LES CLEAN-UP D ( ) PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. ALL PLANT MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR DAY INTERVALS. "DIAMETER. THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS OVER 2 B. APPROXIMATELY 30 DAYS AFTER INITIAL PLANTING, APPLY 25 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR DIAMETER, DEBRIS AND OTHER EXTRANEOUS MATERIAL FROM THE JOB LBS. OF GRO-POWER PER 1,000 SQ. FT. AND IRRIGATE y., V PRODUCT UNDISTURBED NATIVE SOIL SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SITE IN A LEGAL MANNER PRIOR TO PROCEEDING WITH ANY WORK THOROUGHLY. THE SECOND APPLICATION USING THE ABOVE D SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING UNDER THIS CONTRACT. AT THE SAME RATE SHALL BE APPLIED IN ANOTHER 60 DAYS T MAINTENANCE PERIOD ENDS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE, OR JUST BEFORE HE M E / % FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. A MAINTAIN THE IRRIGATION SYSTEMS IN A BALL C. CONTRACTOR SHALL ROOT B LL \ _ RT S01 ADJUSTMENTS TO EARTH BERMS. INCLUDING ANY IMPORT L NCLU \ - OPERATING CONDITION, ADJUSTING HEAD HEIGHTS THROW / NOTES: PROVIDE FINISH GRADE IN PLANTING AREAS 17v MINIMUM FLOW. LIKE NEW, 0 ERA G 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES FINISH GRADES SHALL BE 2" BELOW ADJACENT WALKS, CURBS, AND SPRAY ARCS AS NECESSARY. THE CONTRACTOR IS RESPONSIBLE OF ROOT BALL DO NOT CRACK ROOT BALL OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE FOR PROPER WATERING OF ALL PLANTING AREAS, AND SHALL REPLACE -I NATIVE BACKFILL WITH NO ARE ESTIMATES ONLY. DRIVEWAYS, ETC. IN GROUNDCOVER AREAS. PMOISTURE. . PLACE FERTILIZER PER MANUF. RECOMMENDATIONS IN PLANT LEGEND E E ANY MATERIAL DAMAGED DUE TO IMPROPER ROCKS GREATER THAN 3" DIA 2 ALL TREES AND SHRUBS SHALL BE PLANTED PER THESE NOTES AND AS 5. T Y CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. D. ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY DETAILED. ALL PLANT MATERIAL SHALL BE OF THE HIGHEST QUALITY APPEAR IN PLANTING AREAS DURING MAINTENANCE PERIOD SHALL -` - - _ AND LARGEST REASONABLE SIZE AVAILABLE FOR THE SPECIFIED I `T� -I -1 I I I I�I -I I _l - BE REMOVED AT TEN 10 DAY INTERVALS. THE CONTRACTOR MAY 4-�1 ( ) NATIVE SOIL UNDISTURBED CONTAINER SIZE (WITHOUT BEING ROOT BOUND). SHRUB MATERIALS ELECT TO REMOVE SUCH CONCENTRATIONS OF WEEDS MANUALLY OR TWICE ROOT BALL WIDT H r SHALL BE VIGOROUSLY GROWING, HEALTHY PLANT MATERIAL, FULL AND-I BUSHY, OF HINES WHOLESALE NURSERY;MONROVIA. NURSERY COMPANY BY AN APPROVED HERBICIDE PROGRAM. CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA QUALITY, OR EQUAL. THE LANDSCAPE ARCHITECT/ CITY REVIEW ALL E. DURING THE COURSE OF THE MAINTENANCE WORK, THE CONTRACTOR A SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE CITY OF RANCHO CUCAMONGA, PLANT MATERIAL WHEN SPOTTED FOR PLANTING, AND WILL NOT HESITATE TO REJECT ANY MATERIAL OF QUESTIONABLE QUALITY, OR AND SHALL KEEP THE PREMISES IN A NEAT AND CLEAN CONDITION APPRDVED BY: DOUBLE STAKED TREE STANDARD PLAN APPROVED BY, STANDARI: PLAN APPROVED BY, SHRUB AND GROUND COVER STANDARD PLAN OF LESS THAN THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE. AT ALL TIMES. VIgE IE CONTANER PLANTING RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION FOR ALL SPACING 511 6. NO PLANT SUBSTITUTIONS ARE TO BE MADE WITHOUT THE WRITTEN F. DURING THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL BE M9 (• • I S GAL - 24 BOX 502 (,'/'�2 506 �j•l CONSENT OF THE LANDSCAPE ARCHITECT/CITY PLANTING AREAS. ANY DAMAGED AREAS SHALL BE REPAIRED AT C DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION CITY ENGINEER C1Tti ENGINEER 7. ALL GROUNDCOVER AS NOTED IN THE LEGEND SHALL BE ROOTED C Tr ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE CONTRACTOR'S EXPENSE. R.C.E. 24953 SHEET I OF I R.C.E. 24953 SHEET 1 OF I R.C.E. 24953 SHEET 1 OF I TIP CUTTINGS FROM FLATS AND SHALL BE PLANTED IN STAGGERED 13. ITEMS 8, 10 & 12B ARE FOR BID PURPOSES ONLY. CONTRACTOR -- ROWS CONTINUOUSLY UNDER ALL TREES AND SHRUBS IN THE AREAS SHALL SUBMIT SOIL SAMPLE TO A & L WESTERN LABS, AS DESIGNATED ON THE PLANS AND AT THE SPACING INDICATED IN 1311 WOODLAND AVE. MODESTO. CALIF. 95351. CONTRACTOR SHALL THE LEGEND. GROUNDCOVER SHALL BE INSTALLED NO CLOSER SUBMIT TEST RESULTS TO L.A./ CfTY REVIEW. CONTRACTOR SHALL AMEND THAN 1/2 THE ON CENTER SPACING AS INDICATED ON PLANS. SOIL, PREPARE BACKFILL & FERTILIZE PER TEST RESULTS. DEVELOPER TO ALL NEW PLANTING AREAS (SHRUB AND GROUNDCOVER) SHALL PAY FOR WHOLESALE COST OF MATERIALS ONLY SHOULD R ROTOTIt !_ THE FOLLOWING AMENDMENTS 4"-6" DEEP AND IRRIGATE TEST RESULTS REQUIRE ADDITIONAL MATERIALS BEYOND STORM DRAIN/UNDERGROUNDTHOROUGHLY: BID SPECIFICATION. 200 LBS. OF GRO-POWER/1000 S.F. UTILITIES 3 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT/1000 S.F. SEE NOTE 3 4" OF COMPACTED WOOD r,NIP MULCH. XERISCAPE ASSESSMENT SYSTEM SUMMARY ' I IO HARDSCAPING/ CONCRETE fIN. FINISH GRADE _ - - HEADER POINTS REFERENCE U SIDEWALKUTILITY I. LANDSCAPE [Point Value] CLAIMED (Sheet#/Ref. #) L i I S.L. X0 L-y r 1. Water conserving plants.[20] Q 2. Turf limited to 25% (45%v residential.[20] METER 10' S' * MIN. MIN. sd 3. Plants grouped by watering need.[10] to �� < CURB AND GUTTER * \ N 4. Hardscape (non-irrigated) surfaces.[10] 10 L.,44 a _ 5. Permeable paving.[5] _ = Il,,i�llliillll�i�llliillili��ll �llliiilll� 6. Low-water turf varictles.[5] 0000 -ISI-t�1-III-Ili 7. Mulch provided in non-ground cover areas.[5] 1; j.• S/ �/ SHOVEL CUT EDGE COMPACTED `. S � PLANTING NOTES NATIVE SOIL 8. Soil amendments.[5] .6 i Total Points Claimed: SIDEWALK Z J � [Minimum Points Rcquulcd: 60] AFH APPROACH I 0 TSZ .IDRIVEL r J 0� �O� 'Q II. IRRIGATION[Point Value] CURB AND GUTTER 5 S 100 NOTES: 1. Low gallonage irrigation system.[20] O j►•Z. 10 MIN. I MIN. * -MIN. I MIN. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL 2. Automatic controller.[20] 2 co j..•3 UNDERGROUND SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. STRUCTURE eg. 3. Designed to water plants by watering needs.[10] 2.O 1• S CATCH BASIN 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND _ TRANSFORMER VAULT. INTO EDGES AT GROUND COVER AREAS. 4. Soil moisture sensors.[10] J 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. � _ I 3672 SFiVENTH STREET DESCRIPTION OF REVISION DATE CITY 5. Rain sensors.[5] NOTES: 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANTER. APPROVED RIVERSIDE,CALIFORNIA 92507 * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT 6. Wind scnsors.[5] I c9o91�s7-7930 • FAx(909)bs6-so97 CITY OF RANCHO CUCAMONGA LICENSE«]slz 7. Sensitive to slope factors.[5] 5 ��L CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS THE FIRST 8. Reclaimed or recycled water.[5] DEER CREEK WEST PARCEL TWO PARKWAY TREES AT ALL APPROACHES TO BE PLACED BEHIND SIDEWALK. Total Points Claimed: � TRACT #14116 4. MAINTAN 5 FEET FROM CENTER OF STREET TO EDGE OF A11 UNDERGROUND [Minimum Points Required: 60] FACILITIES. �pS�gPF RANCHO CUCAMONGA 9 LU Q� H 8/ 9 N K CUCAMONGA, CALIFORNIA o��e "� �y PLANTING DETAILS/NOTES CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CULAJ rn ' v e� `�' PPRDVED Bri APPROVED BY STANDARD PLAN ; APPROVED BY: '4fi • • . DATE' STANDARD PLAN • TREE PLACEMENT lE MULCH INSTALLATION 512 D to 14 CITY ENGINEER RCE. N0. %4953 TTY ENGINEER `-rDATE S WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 510 `-r.'Z SHEET I Ur 1 4 DESIGN RECOMMENDED USE CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - ��,9 ��Q' 1 c.E. 24953 SHEET 1 OF 1 R.C.E. 24953 TFOF CAL IF�� DRAWN SHEET dp, L-5 of 7 CHECKED R.C.E. NO DRAWING NO. CITY SD DATE FILE NO 4- 14 11 1i SHEET 7 OF -!2 1.10 Use of Explosives: SPECIFICATIONS SECTION 3.02 Installation: PART 3 - EXECUTION Explosives shall not be used or stored on the job site without the written consent of the SOIL PREPARATION AND FINISH GRADING GENERAL REQUIREMENT Landscape Architect,City and governing authorities. Plant ground cover and bedding plants in moist soil and space as indicated on plans. 3.01 General: 1.01 Scope of Work: SECTION TREES AND SHRUBS PART 1 - GENERAL Maintenanace shall start immerirately after�land5cape irrigation and planting Each plant shall be planted with its proportionate amount of soil so as to Contractor shall provide all materials, labor and equipment incidental to and 1.01 Scope of Work: minimize root disturbance. Soil moisture shall be such that soil does not necessary for completing all work, as indicated on the drawings, as reasonably PART 1 -GENERAL crumble when removing plants from container. implied, or as delineated in the Specifications as follows. A. Provide all materials and equipment,and perform all work necessary for 1.01 Scope of Work: and incidental to the soil preparation and finish grading of all planting Regrade planter areas after planting,to restore smooth finish grade and to insure 1.02 Standards: and lawn areas as shown on plans, as reasonably implied, or as proper surface drainage. A 4" layer of mulch material shall be spread over the Maintain all plants and planted areas on a continuous basis as they are installed Provide all material,equipment,and labor necessary to install all trees and shrubs as delineated in the specifications. entire planter arca after grade is established. Watering shall begin immediately during the progress of the work, and continue to maintain them until final All work and materials shall comply with governing codes, safety orders and shown on plans,as reasonably implied and as delineated in the specifications. after mulching. (GRADING SHALL ACCOMODATE THE MULCH) acceptance of total proiect. Replace any dead or dying plants as directed by the regulations, and meet the minimum requirements of the B. Furnishing,placement and grading,of topsoil for backfilling of planters Landscape Architect & City representative. STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION(GREEN BOOK) PART 2-MATERIALS 3.03 Pmtection: IO LATEST EDITION. A. required. A. Irrigation: Operate irrigation system on an established program to 1.032.01 Products: Erect temporary fencing or barriers to protect planted areas from damage prior maintain all plants and planted areas in a healthy condition. Irrigation Qualitw Assurance: C. Cleaning and finish grading of planters areas and planting areas. to final acceptance. system run-off shall be kept to a minimum. Damage to irrigation A. All Contractors performing Site Development work, must be licensed A. Trees and shrubs shall be growing a recognized nursery in accordance with system resulting from maintenance and equipment and/or maintenance in accordance with the laws of the State of California. good horticulture practices and shall be of the size and caliper normally as- PART 2 - MATERIALS personnel, shall be restored to its original condition at no cost to the sociated with the container size specified on plans. Removal of all tags, SECTION CITY Failure of any part of the irrigation system shall be brought to B. Contractor shall provide the Landscape Architect and the City with a labels, nursery stakes and ties from all plant material prohibited until the 2.01 Topsoil: WEED ABATEMENT the attention of the CITY No repairs other than emergency repairs list of Subcontractors and Material Suppliers expected to be employed approval of the Landscape Architect or City. shall be accomplished without written permission from the CITY during the course of construction. A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. PART 1 - GENERAL B. Weed Control: Keep all planted areas free of weeds and debris by ' C. Contractor shall obtain and keep in force Public Liability and Property B. All plant material delivered to the site showing signs of damage or disease B. Topsoil imported to site for use as fill, backfill in planters and cultivating areas at intervals not to exceed 10 calendar days. 1.01 Scope of Work Damage Insurance, during entire course of the Construction Contract. or is insufficient in size to cavy out the intent of the planting plan will not be mounding, shall be sandy textured. Silt plus clay content of this soil The Contractor may elect to remove such concentrations of weeds The amount of insurance shall be determined by City. accepted and will be replaced at Contractor's expense. shall be no greater than 15%by weight. The boron content of this soil Provide all material,equipment,and labor necessary to perforin all work as indi- manually or by an approved herbicide program. shall be no greater than 1 part per million as measured on the saturation cated on plans, as reasonably implied, and as delineated in the specifications. D. Prior to start of site development work, the Contractor shall notify the C. Nomenclature - Plant names indicated on the drawings conform the extract. The sodium absorption ratio (SAR) shall not exceed 3.0 C. Pest Control: Spray all plants and planted areas at beginning of Landscape Architect and City to give starting and completion dates. "Standard Plant Names"established by the American Joint Committee on millimohos per centimeter at 25 C. In order to ensure conformance, Contractor shall also supply the Landscape Architect and City with the Horticulture. Except for names covered therein,the established custom of 1.02 Quality Assurance: maintenance program and as may become necessary thereafter by an name and telephone number of the person in charge of the work. the nurse i. followed. samples of the imported soil shall be submitted to an agronomic soils approved method of pest control, to keep all plants and planted areas P g D testing laboratory, approved by the project Landscape Architect for A. The Applicator of all \ti'eed control materials shall be licensed by the free of insects and disease. Method shall be reviewed by the CITY 1.04 Responsibilities and Coordination: D. Condition - Plants shall be metrical, leaf for vane and les, analysis prior to use. Result of testing to be delivered to City for State of California as a Pest Control Operator and a Pest Control prior to any applications. Pest control shall include Gopher control. P symmetrical, h'P t approval. Soil test to include analysis and recommendations. sound,healthy,vigorous,free from plant disease,insect pests,or their eggs, Advisor in addition to any subcontractor licenses that are required. A. Permits: The Contractor shall obtain and pay for all permits and and shall have healthy,normal root systems,well-filling their containers,buy 2.02 Soil Amendments: D. Pruning: Prune all plants a designated and directed by Landscape inspections required by governing authorities for the work to be not to the point of being root bound. Plants shall not be pruned at an}'time, B. All materials and methods must conform to Federal, State, and Local Architect,at start of maintenance program and continue to prune plants performed. and in no case shall trees be topped. Regulations. as directed or as may become necessary until the end of the All soil amendments shall be as specified on plans, details, and/or legend. maintenance program. E. Sizes of Plants-Shall be as stated ort the Plans. Container stock 1--gallon, 1.03 Submittal: B. Existing Conditions: The Contractor shall verify all conditions and ( g PART 3 - EXECUTION dimensions shown on the plans at the site prior to commencement of 5-gallon,and 15-gallon)shall have been grown in containers for at least one Remove trash weekly. Edge ground cover to keep in bounds and trim any work under this contract. The Contractor shall verify the location (1)year,but not over two(2)years. All work on irrigation system shall be complete and inspected for recommended approval Prior to the installation of any weed control materials,the Landscape Contractor top growth as necessary to achieve and overall even appearance. and depth of all underground utilities prior to start of work. and, fine grading completed, prior to rototilling and prior to soil amendment work. shall submit to the quantities per acre iL.A.AND CITY a list of the weed control materials and Exterminate gophers and moles; repair damage. ntended for use in controlling the weed types prevalent and F. Substitutions- Substitutions for indicated plant material will be permitted expected on the site, as supplied by the Pest Control Advisor. Pest Control C. Temporary Utilities: The Contractor shall apply for and pay all cost provided the substitute materials are approved in advance by the City,and 3.01 Soil Prrparation: incurred for all temporary utilities such as water, electrical power and are made at no additional cost to the City. Except for authorized variations, Advisor shall fumish the Landscape Contractor and Landscape Architect/CiTY_DATA TO as as rc aired b him for the construction of the project. Temporary all substitute plant materials shall conform to the requirements of these demonstrate the compatibility of the weed control materials and methods with- 3.02 Acceptance of Pmjcct: g q Y P J I D After rough grades have been established,prepare all lawn and planting areas by the intended planting and seed varieties resent. services shall be coordinated with the and other contractors on specifications. P g P tilling or cross ripping to a depth of 12". Apply, spread,and rototill in all soil A. Three ingpectrons shall be made that affect the�St.�blrsti�-period: The the job site. amendments as specified on plans to a depth of 6". Water arca thoroughly after 1.04 Responsibility and Coordination:2.02 Soil Amendments: amendments after all plantings have been completely installed in order to D. Survey, Reference Points, and Elevations: The Contractor is rototilling is complete. approve the beginning of the eslablrsti.w.+period,and the second at the responsible for establishing all surveys,reference points and elevations Soil amendments shall be as specified onP lans. A. Landscape Contractor is responsible for the erection of all signs and end of alboaky period,and the third at the end of the maintenance period. required by him, and shown on plans for proper execution of site All planting areas with a grade of 3:1 (landscape berm)-grade to finish grade, barriers required to prevent intrusion into the treated areas and to notify If plantings are not acceptable at the end of the 180-day period,due to construction. 2.03 Tree Stakes: allowing for amendments, then incorporate evenly into the top 4" to 6" the the public. defective maintenance,then continue maintenance until all work meets with following for each 1,000 square feet of planting arca: the Specifications and can be approved. E Traffic: The Contractor is responsible for all temporary traffic barriers Tree stakes shall be lodge pole pine tree stakes, see tree staking detail on plans B. No material or methods shall affect the landscape planting or hydroseed and detours required b • him for the construction 3 cubic yards of nitrolizcd Redwood or Fir shaving or equal. c Ion of the project. All job site unusable q ) p J for further information. germination. No material or method shall render the temporary traffic barriers 200 lbs. of Gro-Power or approved equal. g rs and detours shall conform to all conditions for more than 10 days from date of application. required by governing authorities. 2.04 Planting Tablets: B. At termination of establit►ment period all plant materials shall be live, The above soil conditioning are minimal qualities only and should be used only PART 2 - MATERIALS I 1.05 Defective and Unauthorized Work for bidding purpose, because soil conditions may change drastically from the healthy,undamaged,and free of infestation. Inferior plantings shall be Planting tablets shall be 'Gro-Power' 7 gram 12-8-8 Slow-Release Fertilizer re placed and brought to a satisfactory condition before final acceptance time these specifications were developed to the time the actual soil conditioning I g l Tablets. 2.01 Non-Sclectiwc Herbicides: of work will be made. All areas shall be neatly raked and lice of takes place. Therefore, the Contractor shall obtain his own soils analysis at a weeds. All work which is determined by inspection to be defective in its construction Available from Gro Power (909)393-3744 rate of one per every 25,000 square feet of planted arca. These soil tests shall or deficient in any of the requirements of the plans and specifications, shall be remedied or removed, and replaced b' the Contractor at his own expense in a _ be conducted by an approved agronomic soils testing laboratory approved by the Non-selective contact herbicide and/or non-selective systemic herbicides (as P ) PART 3 EXECUTION Pest Control Advisor P recommended by the Pe ) manner acceptable to the Landscape Architect and City. project Landscape Architect. Copies of the soil test to be provided during the 3.01 Protection: pre-construction job conference. 2.02 Selective Herbicides: 1.06 Inspections: :02 Finish Grading Keep all plant material delivered to site in a healthy condition for planting. 3. Selcctivc pre-emergent herbicides compatible with seed mixtures (as The Contractor shall arrange for inspections bynotifyingthe Landscape Plants shall not be allowed to dry Bare root stock shall be separated and recommended b the Pest Control Advisor). Ci n P Y P City and governing authorities 24 hours,unless ted prior to time of ins ction. heeled-in, m most earth or other suitable material until Balled and After rototilling operations are complete, grade areas to establish finishgrades Inspections shall be as listed below, but not necessarily in this order. Only the1 P P P baric� cd lints shall have root ball covered with moist sawdust, wood chis for planting. All flow lines shall be maintained and proper tolerances shall be PART 3 - EXECUTION inspection pertaining to the project scope of work will aPP1Y or other suitable material until met after settlement at the end of the project maintenance period. 3.01 Weed Eradication 3.02 Installation: Finish grading shall leave surface of the ground uniformly smooth and free of Rough Grading abrupt grade change. If in the opinion of the Pest Control Advisor, perennial grasses and weeds Irrigation(main line pressure, coverage & system operations test). Detailed layout of plants within the planting areas shall be performed by existing in the planting areas .will require control prior to removal, spray these Soil Preparation and Finish Grading. Contractor and approved b ' the Landscape Architect and Cit ' prior to planting. 3.03 Coordination: areas per Pest Control Advisor's recommendations. P ) P 1 g PP ) Plant Material (delivery & placement). Substantial Completion Inspection (at completion of landscape improvements). Stake all trees immediately after planting to prevent wind damage per details. Weed abatement work shall be coordinated with the installation of the irrigation A. Prior to the installation of the irrigation system remove and clear all Final Inspection (after maintenance period). - 7r-�(s system rototilling and soil amendment work, and planting. Sec Weed P 8 ( itis. Pe ) fz \needs and deleterious materials from planting a P g Plant trees to be located in lawn and planters after finish grades arc first Abatement section). The contractor shall arrange a Preconstruction job conference with the Landscape established and allow at least 7 calendar days prior to installation of lawns and Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to Architect and City a minimum of seven (7) days prior to the beginning work. round cover to provide for thorough watering in. a depth of I" - 2" below the surface of the soil. Physically remove all g P g g p weeds from the site. 1.07 Guaranties: All planting holes shall be excavated as defined on appropriate details. SECTION GROUND COVER AND BEDDING PLANTS A. Plant Materials: All trees, shrubs, ground cover, bedding plants and lawn shall be guaranteed from date of final acceptance of landscape Soil excavated from planting holes shall be amended to backfill around trees and SECTION construction for periods as follows: shrubs using the following mixture: PART 1 - GENERAL LANDSCAPE MAINTENANCE Trees 24" box & larger 1 year Native, On-Site Soil with rock no greater than 3" in diameter 1.01 Scope of Work Trees 15 gal. & smaller I yW Gro Power Plus, 5-3-1 15 lbs/cy PART 1 - GENERAL Shrubs and perform all work necessary for and in- All sizes 120 days Provide all materials and equipment merit a }s Iron Sulfate 2 lbs/c q P Pe D Ground Cover 120 days y g 8 g P P 1.01 Scope of Work cidental to installing all round cover and bedding lints,as shown on Tans,as Bedding Plant 120 days (To be used for bidding purposes only, verify with Agronomic Soils Test.) reasonably implied, or as delineated in the specifications. Lawn (sod) 120 days Provide all materials, labor and equipment necessary for, or incidental to, Lawn (seed) 120 days from first mowing Place ')ackfill mix, add planting tablets while backfilling. Tablets shall be PART 2 - MATERIALS performing all maintenance requirements as reasonably implied or as delineated installed at half the depth of the planting hole and equally spaced around the in the specifications including, but not limited to the following: Guarantees begin after the project acceptance by City and at the end root ball. Add tablets as follows: 2.01 Bedding Plants: of a 180-day maintenance period. Landscape Contractor shall replace Maintain all plants and planted areas. Perennials and Annuals: Provide healthy container grown plants from a Kee planted areas free of weeds and debris. � 1 tablet r round cover and liners. _ v� time span stated which have died within the r 1 P i t and lint all materials h ch per 8 P P nursery, and of the species and variety shown on plans._ � from 2 tablets per gallon lint. recognizedn ry, p y p Prune trees and shrubs. above,at no cost and within 5 days from receiving written notice f p g p the Landscape Architect or City. If dead material is not replaced and 6 tablet per 5 gallon plant. Maintain lawns. 3612 SEV17NTII STREET DESCRIPTION OF REVISION DATE CITY ]anted within the 5 da period,Cit may replace dead material with 12 tablets per 15 gallon plant. 2.02 Ground Cower. Fertilized all plants and planted areas. APPROVED �„�' � ._ RIVERSIDE,CALIFORNIA 9201 P YP Y Y P t o new material and charge the Landscape Contractor for all expenses in- 14 tablets per 24" box. Irrigation. • �r ( 0 )781 1930 FAX(909)686-8091 te� � t'I LICENSE M1512 CITY OF RANCHO CUCAMONGA carred. 16 tablets per 30" box. Ground Cover: Provide ground cover of the species shown on plans. Ground Insecticide spraying. " 18 tablets per 36" box. cover shall be established and well rooted in flats or similar containers. B. Construction Material: The contractor shall guarantee all workmanship 20 tablets per 42" box. and materials for all site development, for a period of one year from 22 tablets per 48" box. 2.03 Mulch: PART 2 - MATERIALS DEER CREEK WEST PARCEL date of final acceptance of project. 32 tablets per 60" box. Mulch: Shall be of compacted l-•loop GH IP fiber. 2.01 Fertilizers: TRACT *14116 After backfilling, construct a 3" earthen berm to form watering basin around 1.08 Material and Labor Releases: each plant, to allow thorough water-in and establishment. PART 3 - EXECUTION A. Commercial fertilizers with an analysis of 5-3-1- Gro-Poxver Plus,and RANCHO CUCAMONGA 12-8-8 Gro-Power Controlled Release Nitrogen, as designated herein, v00SCq,o Upon completion oftlrework,the Contractor shall present tothe Owner,signed copies Immediately after planting, double stake or guy all trees to prevent wind 3.01 Coordination: or approved substitute as required by the Agronomic soils report. Q�NLUB/� %4 PLANTING SPECIFICATIONS of all labor and material releases for all work performed under Site Development. damage. Refer to details and legend for method to be used. Available from Gro Power (909)393-3744. �� p� NO Cy A. Do not have plants delivered to the job site until site conditions ax 'CO QQ� Asa m APPROVED BY: ' DATE: 1.09 Disposal and Clean-up: Prior to installation of turf and round cover,remove water basins from around ready for planting. If planting is delayed, keep plant roots moist and B. Ammonium Sulfate: Granular form containing not less than 21% Lu g g CITY ENGINEER " R.C.E. NO. 24953 trees and shrubs. Berms in turf areas to be removed prior to City acceptance. place in a sheltered location protected from the sun, wind and other nitrogen and 24% sulfur and shall be registered as an agricultural p } p g g g S' •lure 04 of Remove all waste materials(including excavated material classified as unacceptable damaging elements. miner, with the State Department of Agriculture in compliance with * * DESIGN RECOMMENDED soil material), trash and debris generated or encountered during the course of Article 2-"Fertilizer Materials," Section 1030 of the Agricultural Code. Date TMC landscape construction, and legally dispose of it. During the course of the work, B. Soil preparation and fine grading shall be completed and trees and d, 1 idl �Q' TMC- remove surplus materials from the site and leave premises in a neat and clean shrubs installed, prior to bedding plants and ground cover planting. 9TFCF CA1-1�� DRAWN SHEET condition. Clean up and remove all remaining debris and surplus materials upon TMCL-b OF 7 completion of work, leaving the premises neat and clean. The site shall be cleaned upon the request of the inspector. CHECKED DRAWING N0. R.C.E. NO MY SD DATE FILE NO 7 (^ 0) "SHEET OF Q PRESSURE CALCULATIONS © 3� No'rIN L E ALL II INT SRA-LL $E 1 /1/ � c HIGHLAND AVENUE ` �J , 4J , •- A5 YROWN 11hi IT1-46 TlzessufzE +GAur HIGHLAND AVENUE t- 6) Nater Meter • Size 'p © I {♦ �' 14.1 R aT l �,. As 94owN oM T1'F Elevation - �C�.,_ __ __ _� _ Source ofInformationII g �?uQ�_ 4r1,�b �L�1JS S�T Lam \ _.. r i h ---*� o� •f� �� } Phone Number �' Date of Information --L �� r �. •• _ `,� J' - ^t c� ._ - ^• }{GL �1ean Elevation- (static Pei unknown) �� ). _,�6 _ + �, � � -_ � � � _ _.. .,,� SiENERAL IRRIGATION NOTES: snip" VW-ater c i, s 4+ WATER T I!°tE fRRIGATION PAO,t tT WILL ISE 'PRO'VIDE'S BY COCAMONQA'£ObiNT`t� tionBDifferencen � ■ ..f ~ TION SYSTEM DESIGN x 0.�3 3 7 � � �►^t S IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW wATE*R,DI , . . _ :; Remote Control Valve R 91ze t" EMAND SHOWN ON THE N SITE ION TION NGS AT > a t+ # F,+DUNTY *A, .. _ - - DHE CONTRACTOR SHALLOVERIFY WATERTPRESSURE PRICOR TO ONSITRUCTIONCREPOIRT ANY DIFFERENNT OF CONNE CE E GPM �^ •-�-<- �-- r,_-. ,...<.z�. ''rte;��"- , ,+,,,-g,■,_,-.,;, •,,�s'. __,._ ,m �_, __,-; �,o,,.�� ,�.--, BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING.7E��iJ l� �'�"�� '♦�,� ��,,,�Nom- �. . _„ _ Demand � �,,.._ «, Elevationofllighest (lead ^^"' � t IRRIGATION POINT OF CONNECTION TO THE CITY AUTHORIZED REPRESENTATIVE. GAT THE ref" ,' LE�F1� ' (90�) 987.2591. - —� - P.S.I. Lose- `1 r i- Qty• J < 2.,IiAIS DESIGN IS DIAGRAMMATIC. ALL PIPING,VALVES,ETC.SHOWN WITH IN PAVED AREAS ARE FOR DESIGN • . r _1 ' I e Water Meter _ ___ it �r j ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. A"D ANY CONFLICTS i I I. R.P. Backf low Device �L `� J� , , E EN THE SPRINKLER SYSTEM AND ARCHITECTUAL FEATURES t r z,. I FLOW . SR NOS 1' - •d „,,,+ __._ _L esg )3_e5� 4, __. _ SENSOR SHOULD BE INSTALLED IN-LINE, ONE AT CAS ! -Master Valve(F41 Flow + + �f �� 1 I 3.�&CREANYWORKCOMMENCES,ACONFERENCESHALLBEHELDWITHTHECITYS REPRESENTATIVEANDTHE 1 u _ -- - -y� '� CONTRACTOR,REGARDING GENERAL REQUIREMENTS OF THIS WORK DI ,'(05TAR OF SENSOR-SIZED PIPE UPSTREAM OF FLOW SENSOR AND DIAMETER �j la 2_ Gate Valves} Yd , ■ ■ ■ - __" i1. R.C.V.Line 4 -� 4.THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND ANY 0 `6ENS�4R-SIZED PIPE DOWNSTREAM, e.g., 1 SENSOR NEEDS OIF 1 PVC --�-�+ r Main Line � } - - STREAM AND 5" OF 1' PVC DOVV�FSTREAM.NOTE: UNffERRUPTE IPE4F �y Main Line Q ,� 4 OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS,AND HE IS RESPONSIBLE FOR THE PROTECTION 2. LOW SENSOR SHOULD BE R�IS'TALLED "10' PIPE DIAMET UPST M OR Main Line ' y i '� ` -- ) OF�AND ANY DAMAGE TO THESE LINES OR STRUCTURES. Z.F, Lateral Line Loss - �!3 + CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS C�jNNSTREAM O ANY VALVE, FVTTYNG, METER OR BACKFLOW EVICE. C1 .�. Lateral Line Loss 2� ! v f Lateral Line Loss t WRING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND ! e� I R� - PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING 3 Y1(SPlES FR M fL W SENSORvO CO ER SHOULQ CON T,,OF ONE (1} BLA '+� ^ IIQtJRS AND CONTRACTOR AGREES TO DEFEND AND INDEMNIFY AND HOLD, CITY AND DESIGN ( Lateral Line Loss t Z 5o I A _fl ONE (�} R STANDARD {Fl IG VALVE WIR k Lateral Line Loss - 1 I}b r �i P 4FESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE KLOW ILIO S AL BE S E VALVE A�AS PER STANDAR■ � X� S � ElevationChange (3) OZ-- o � ^y � PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF COIJSTRUC N�SET 516, T BANDED 1F$ THE LETTERS F.S. 2 �}. } l7 _ HIGH. v,- 1 ! (Jt tal System Losses: ��- .? t ��` tS DESIGN PROFESSIONAL C 2D G✓ 5. NE PER MAJit1FACTURE'SS ON-' Hfn. PSI to Operate Last Mead: _CJ �__� � �+./ �" ' � � �?ttal Pressure Required: __ •• -- (T, - +*. ;,1. � D0 yQT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS,IN THE FIELD, II , .,. _ - Lowest Static Pressure Available w•v� If i ! �1 TpyCT'OBSTRUCTIONS,GRADE DIFFERENCES,OR DIFFERENCES IN THE AREA DIMENSIONS EXISTTHATMIGHT ''Residual Pressure: ��_._ NQT�1AAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BQQUIGHT TO THE ATTENTION OF THE �, . - -� (� { CITY AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS + s1 i�Ljs-Set Regulated Pressure (If Req'd): �.> T,r jNNG'TIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBIUTY FOR ANY 8 _ /l/ _ r �V 3 ONS NECESSARY AT NO ADDITIONAL COST TO THE CITY. �(jIN1 U CO NECI ION IO �(- " IRR _ ,I ION 'RIE MEI ER Pump Boost (If Req'a): ' •, ^ 7. t E CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO _ �s f t�, ��6� ; I j: T'E'S 'fE1Q0(UGiED BY E C R T R SHAL'C MAKE - *note: city Required Residual Plater Pressure: 15-20 psi (mien ) „A !3 'I ixt(r, � �` f REVENT OVERSPRAY ONTO WALKS,ROADWAYS,AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL ARITGfiV1ENTS AND FOR E INSTAL ON OFA W 5� y Lr 1+ % CLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND INSTALLATION of A iNA�fZr T HE CAMONGA CO TY W / 1 ^ SSURE COAAPENSATING NOZZLE SCREEN(PCS)A D TO THROTTLE THE FLOW CONTROL AT EACH 1MLVE TO I Contractor shall verify the static pressure and meter ize �� - j p C :+ at the point of connection. Any deviation from d i�n4 �� -) U1 t+'�. E Of'T►UMOPERATWD,FIOA FOR FJK;H SYSTEM }�'CT F STA TION ppR CE ► 8 L POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OWGROUND COVER AREAS SHALL BE INSTALLED 1 1' F9PCED P S FLO PREVENTER, FE ?sYBV WI�H BRASS - - y` critetia shall be brought to the attention of the city. THAT THE TOP OF THE SPRINKLER HEAD IS 1/q" ABOVE FINISHED GRADE. 60M�S# WYE ST� ER E ANDARD CONSTRU ON TAIL "0. 517. � -D -n r'", `� / '� lr' - LI�SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED I 9. // r . I r ) OTHERWISE DESIGNATED ON THE PLANS. � S t �r`TlAS PER �., �, _J t �.�'! ►� rTj M U A�T S IONS. flif WTA4 D T T N � D ETAI L L t., r/ t �y r ! C 110/120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED ^� / j 'C+ +' _ I' 1 •T, / BY THE DEVELOPER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE FINAL HOOK.UP ' r N �I O NOTES�I 1�I fff r J / Q. �l� / {I FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 3) 11" M R M ISO L \(JWV% -01 24VOLT (v I�E� :� / OC h ' A I!S STIR ION 6, NN T TO MASTER I�-�K ti, y �1 /� i r C t,Jl, 11.INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE �1 6)% LITE '13 / V-IA LL U I' Ln C% C� DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. tT E TO-YALVE$, AS WN. - _ �o 3 5 ._� �S` / r - �" 12.17 IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMIUARIZE HIMSELF WITH ALL GRADE DIFFERENCES,. 1, i` LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE fa3 PSI I ), - r C:� (... I SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS,UNDER ' ?O PSI ,! ( ' �.- S \� �r6 G• •,o , `n�j f ! ROADWAYS,PAVING STRUCTURES,ETC. . > ~\ r . ��Sll O �S UR c '. 1400. `V 15 GP M ; �l -. !J ! 4 / i 13.IN ADDITION TO THE CONTROL WIRE SLEEVES AND PIPE SLEEVES SHOWN ON THE DRAWINGS,THE CON- N FGO E IRR4�AYIO1�' DEMAND } 1 ! TRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE AND PIPE SLEEVES OF z( • 'it.. Gil-_ + tC _ _ �� , _ {� ti / x \\. • tet - ti l f? , r�� 1� ►' SUFFICIENT SIZE UNDER ALL PAVED AREAS. Gri -4 A 0 +ATIQ' IRRIG W� 'S'A�ix `'8; ALSENSE ET1-12•DTR2 WITH RADIO ! J ^� /• O� b, " ` B CKF PREVENTION DEVICE IS_.TO•BE IKSTALLEQ_PARALlt=1. TO THE ;aTREET AND SCREENED WITH V 0 , N DCO AP{XO ENCLOS rN A VANDAL-RESISTANT ^ ` `G .' '` oi� i RU VHENEVER POSSIBLE. CON�WQ ' R ENC SURE RO X, MODEt. . N��i�OVj AS PER T401J R GONST� D L N ROUND ONTROLLER * A 1/2' �� C .I co 11 t 1 ` ' ONE 1 SPARE ORANGE WIRE ALONG THE NT r� 4 O ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST Y 6 0 SER GR &Ot7. HENT REMOTE E E CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. f R M1StC _ ECTRIC R AND CE SCE PAID F BY # I LL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 2/p a �"L. - �` tg c� ` GATION SYSTEM IS BASED UPON A MAXIMUM OF 2 INCHES OF WATER, PER WEEK CC OF"NPJt :ATION OF RATELLIT `" FNTATIVE PRIOR TU htSTALLLAl10N / �- �- '_ ,I� � (� i ` Ot 1 l OUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. 2/ M� 100 - i r� -r• r0 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. tj 43i _TlrTj `D L WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, THREES, ETC.) INTERFERE WITH THE , > 1 ` / ^&'0 t ,� / 0 c, �k �� SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION M� ti � 2 J �•, 1 C1 , ' �+ 1iJi� W w >L (^ j _.,n`b CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF, �l v 1 f T ' 1� r /%% , ST�E& ,i�,.�1�tr 1T g�42 '' �' �� CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE 1 , \\ VX/P/ES' 1�i9/P/E.5' �c- ALL J a j ` q i CI1 �� — - _ o GQ, iJ5 j ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. Q �`� 7 O ►�. '/n r,,, ,� ,f • - �j p � �� ,, ,' CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO - _...- �y6J ` ' ' * - . .,r _. ,� Q� /� COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY r 1 8 /�� ?�" •LY��L./ � 1_ .? � �3/tt -r }� I Y TO THE CITY. �� - 3 k 2 J>l SECTION BB `'-� \ 8 J T�I 4 ' rc • • G >r ,, CONSTiP!/CT 'OCC S/DfW�ILff / ,'` _ t -L +� SE>✓ sN-T L-2 PEEP ciTr sra RZ",'Y0.114r (Iclor//L/N514/f)PEiP ,>y Q ", 8/.p � N �� WELD 0.19' FLAT CAP�ON POST 2- x z' x o.t9- STEEL.� a-� �L,4NT/NG P�.9N f/E/PEO/Y G 1 /C OTE' FABRIC E PANELS ASA TOP OF PANEL TO BE FLUSH NTH TUBE TOP RAIL. TY-F. - _ r UNIT, YIELD AND GRIND SMOOTH TOP OF POST j . ALL JOINTS. _ /� _ ri- ,✓p / I \` ♦ �- 'INSTALL 1 (1) A -IGHT- \ �/J �� APPLY ZINC-RICH PRIM_ COAT. \ I� Q� LZA, MODEL CLAMP 70Hp `J! B?� B POSTS. CLEAN AND GRIND TU POST �„i�' ,^♦ CID ,� \� >� S 4 r AFTER MELDING PANELS TO I i 2- X 2' X 0.19' STEEL l, , �1 3 , .-► 120"V .ft. LIGHT D � 9 � � �� - TUBE s � --; 17p � - h • �.v�\ - "'J �� '�,■ j SiG /jQ' S ; �.� � SMOOTH TOUCH UP PRIME � L. `v'. PO T 1qSS 10-1 [1D') WITH TUJ 0 COAT. �1 ~ APPLY 2 COATS SEM-GLOSS 95° c FIMSH. IP �2B s a- solo STEEL tf�HOTO CELL. POST RESISTANT ENAMEL BY / B DATA LIGH I SYSTEMSr,4NC. (�� )�� WELD TO TOP AND BOTTOM j (,' _ PICKETS, TYP., r G 1Q "` ELECTROSTATIC SPRAY METHOD N 'rl�lrn + j t , (909) 465-546 r_ T TTt IN C ,OR ESEcnoN. 6' RAILS. ' � � COLOR TO BE FLAT BLACK ENAMEL J J (* 1t- 2' X 2' X 0.79' STEEL �1 r ��I ��Iy� `V V I I TUBE BOTTOM RAIL. TYP. Ili , `� I. o> w . ■V f � ��'f'� STE. 1_ f7�TC�1, 1-41lull! ( IT11 I oP OF CONIC. Mow COR NOTE:TOP OF FOOTING SHALL BE LEFT �- CLEAR 4' CLEAR ' LOW ENO(JIGH BELOW F.G.TO ALLOW FOR �;;• TYP. TYP. ` IRRIGATION PLAN ��_ ��-�� IRRIGATION LEGEND PLANTING PLAN 1"= 20,-O" CONSTRUCTION OF THE MOW CURB. le ;z 12X12'X30-FOOTING M GENERAL LEGEND OUNT LIGHT PER MFG. SPECIFICATIONS 1/4" K_ N HL, ftzlTUBULAR STEEL FENCE T,cam SYM. DESCRIPTION MANUF.&PART . CLOS CELL NEOPRENE GASKET REMOTE CONTROL VALVE,SIZE INDICATED RAIN BIRD EF HCP-PRS SERIES DEl AIL N0.522 i 1'MASTER CONTROL VALVE CLAWAL 138-01-ALSKC:,24 VOLT DETAIL N0.516 — (✓--- _ VALVE,PIPE SIZE 1'' D SMALLER NIBCO T-685-70-88 BALL VAL DETAIL NO.518 1 1/2-13 CROVNC LUG, DDETAIL N0.517 _ •it• � 1'f3AGKFLCyuV PREVENTION UNIT FEACO 876-Y-BV ' --'� FLOW SENSOR DAl � �AL 220P SUPPLIED DETAIL NO. CUPS FOR SCREWS � NPLANTING LEGEND TREES REQ/I�� I�RI(o4'flo�[ r 12 CA COVER 0 QUICK COUPLING VALVE RAIN BIRD 33 DND DETAIL NO.530 E�>S fi c Gj -ZL-7Cp .I1G T AIL C71 NOTE ALJTOMAT1CCOtJTFtOLLErI'D' CAI.SRJSEET112 DTH2W/ DETAIL N0.539 LIGHTING SHALL BE WIRED PER THE Q�d ANT 1 ANTENNA PORT AND 541 Symbol Qty. Botanical/Common Size/Min.Std. Remarks Detail IF-Klc�'j10 O J• (4) T' SLOTTED HOLES MOST CURRENT EDITION OF THE NEC � NEW 1'IRRIGATION METER BY DEVELOPER PER CCWD ST D'S CCWD SID'S+ Name 2'ItAD.(TYP.) I B'DIA. 8 UBC AND THE MOST STRINGENT L-2 � - V - S © Y-1-Y-ft BOLT CIRCLE CRITERIA / STANDARDS SHALL APPLY PRESSURE SUPPLY UNE TO METER AND TO BRASS PIPE PER CCWD'S STD SPECIRCATION BP.USIZEINDICATED 8 Liquidambar styraciflua 15 Gal 25' o.c. 502 SFVFNTHSTREET DESCRIPTION OF REVISION DATE CITY J� I �� PRESSURE SUPPLY LINE,SIZE INDICATED 1112'AND SMALLER USE PVC SC.40 SPECIFICATION • American Sweet Gum RIVERSIDE,CALIFORNIA 92501 APPROVED }CX 2'AND LARGER PVC CLASS 316 h♦r� (909)781-1930• FAX(909)6WWV1 LICENSE e1512 CITY OF RANCHO CUCAMONGA � NON PRESSURE SUPPLY UNE SIZE INDICATED PVC i - SPECIFICATION SHRUBS GROIXVDC•OVER SLEEVING PVC SCR 60 DETAIL NO.527 AIX Symbol Qty. Botanical/Common Size/Min.Std. Remarks Detail '^ Name DEER CREEK WEST PARCEL K/I I CONTROLLER SEQUENCE G.C. S.F.IRRIGATED ® jW2. Hypericum calycinum 1 Gal 18"0.C. '511 TRACT X 14116 LOT "A" i-NI Aaron's Beard RANCHO CHO CUCAMONGA, CA �' p• �F �� GALLONS PER MINUTES —,qfL UAit O 44 Rhapiolepis indica'Jack Evans' 5901 5'o.c. 506 REMOTE CONTROL VALVE SIZE . - India Hawthorn Df7A1L�B�� AID St FFN (8C) Pittosporum tobira'Wheeler's Dwarf 1 4'o.c. 506 ►" wheelers LAMat1 ND SC • • a=8"cp 4'-(o' co�Ic. -T� 39 Q �0� �IPF� APPROVED BY: GATE:(' ` it w/(4)4-5 �rI�T1ao,L. �� B''� cam SPRINKLER HEADS C 't3 +125 e Is,0-C, PROPER POLE INSTALLATLON VINES �� sNMLW/�� 9z+ CITY ENG INEE RC.E NO. 241953 �REOUIRES GROUT TO BE SYM DESCRIPTION MANUF.i PART NO. GPM RAD PSI ARC DETAIL N0. Il �O O y SEE DEVIL PACKED UNDER POLE BASE W HALF CIRCLESPRAYHEAD RAIN BIRD 1812-SAM-81-1-FLT .65 8 20 190° 534 AB�CO=DAA-_\ TO INSURE FULL CONTAC7 y ��j DESIGN RECOMMENDED ` SEE DETAIL +; WITH FOUNDATION, PROVIDE O 1/4CIRClFSPFiAYHEAD PAN 33 8 20 90° 534 Symbol Qty. Botanical/Common Size/Min.Std. Remarks Detail U ISEE DETAIL AANCHOR BOLTS DRAIN HOLE THROUGH GROUT, DRAWN SHEET 1g / so Ficus repens 5 Gal. 10' O.C. �` �r /niRFANCH ANCHOR aGALVANIZED SOH.40 CONDI TO BE RAN TO f �, L-7 7 A MlNiuuM OF 6 INCHES .. CONTROLLER. SEE STD. 536 Creeping Fig f� q ` OF • •.� SHEET L-3 S OF CIlAk CHECKED R.0 E. NO DRAWING N0. � B LIGHT POLE DETAIL k4T LTi' 1� DATE FILE NO S 7-L SHEET q OF