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HomeMy WebLinkAbout1658-L OWNER LANDSCAPE ARC_ HIT E- CTURAL. PLANS Panattoni Development Company 8401 Jackson Road Sacramento, CA 95826 phone: (916) 381-1561 IXTt- IH[ MEDIAN "V MENTS _ ANDS C", A P. GENERAL INDUSTRIAL DISTRICT (SUB AREA #13MAINTENANCELANDSCAPE PARCEL MAP NO,, 8550 CITY CF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE P.O. Box 807 RANCHO CUCAMONGA, CALIFORNIA 91730 LANDSCAPE MANTENANCE DISTRICT N0. 313 MAINTENANCE RESPONSIBILITY MAP GEW.RAL NOTES SSE.-ET 14DEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE IL-1 TITLE SHEET ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-2 IRRIGATION PLAN 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-3 IRRIGATION PLAN A Sri. R.R. 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION,PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. S. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND L-4 CONSTRUCTION & PLANTING PLAN SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. 8. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, L-5 CONSTRUCTION & PLANTING PLAN AND ALL RECOMMENDATIONS FROM THIS REPORT SfWL SUPE=RSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PIANS 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W UNLESS DETAILED CONSTRUCTION AND L-6 CONSTRUCTION & PLANTING DETAILS/NOTES STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. PROJECT SITE SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE FLAT AREA AT THE TOP OF SLOPE,AM ALL SLOPES SWILL L-7 IRRIGATION DETAILS HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. �i 9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION p FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOL"(SHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS) U$ IRRIGATION SPECIFICATIONS SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONI Y AFTER VERIFICATION OF LEAF-OUT, FALL COLOR,FLOWER 7IM ST INCLUDE OVMOWING WEEDERALL PLANT�IRRK ATIONLTH,AND TPRUNING, RAISING TREE ROOT BALLS W10CIH CITY COUNCIL ACCEPTANCE OF THE SETTLE TBELOW GRADEC FERTILIZING L•9 CONSTRUCTION & PLANTING SPECIFICATIONS AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P C.A.RECOMMENDATION 5 I 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 760- 438-0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-0'WIDE X 8"DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8"WIDE X 6'DEEP CONCRETE HEADERS • BETWEEN CITY-MAINTAINED G-C.AND ANY PRfVATE-MAINTENANCE-6"WIDE X W DEEP CONCRETE HEADERS • BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL.CONSTRUCTION. CONSULTANTS �U �A�/AN� 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: V L �1 PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. • PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY TTIE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION • PMVr_TP7rr,APE TO BE PLANTED PER PUBLIC IIAPPOVEMENT PLANS ONLY CIVIL ENGINEER Penco Engineering Lisa A. Pierce One Technology Park S Matisse Circle Aliso Viejo, CA 92656 VICINITY MAP QUA Building J-725 W1 Phone: (949) 448-8159 Irvine, CA 92618 Fax: (949) 4484163 R 1 (949) 753-8111 TIERRA GROUP ____ _ . dscape CAnLicenst 3388tecturc/Planning flt VF*"OM twit( PROJECT SITE e9' G,•,•,,•, •r,o twA,.w•� 2 IrJV h Lw Cr O O y�4� Ytt4rl�Ewcwr O A+r.wh"d OZ 7rpyw/ 0 _ Cmtlirr0 ��A O far[S r wa• 'j _ "`�'" MEDIAN IMPROVE .NTS G 4a �' 49 4 ;$ 4�0 .-- 0./rV c DECORATIVE HARDSCAPE 12,300 SF � An•wMM _- MEM"W11 r GROUNDCOVERS AREA 12,400 SF ^ +•T A se 1 - ' O.WGr1ANp , ,r r t H; HIANO TREES - LAGERSTROEMIA INDICA (24•' BOX) 61 EA f,i/)r IN :� rt! ai ID I Ia of _ _ An SIXTH STREET Date PP 11 CUCAMONGA , " SHRUB AREA J`02 EA (,� �" DESCRIPTION OF REVISION Approved YERNE • ��oc���;; {OOIN; . g Arr_��-"-n -- — ARR - -- " ,,.f 15AN ERNARDI 14"Y LAREMOMTI Sw. UPLAND X12 t3 FONTANA RIALTO 17 1tN f�� 3 w ,Pni 1 MONTCL R T 14wr CITY OF RANCHO CUCAMONGA ri � ONTARIO �w✓itu = E3 � 4_ _ ZS �� ar "D REDLA TOTAL MEDIAN AREA 14.700 SF O O PO DNA — ewroRr _ 3 ;v« tHji , LAMA df (S6 AC) I r IAD��, O 1 G 22`� SAN B RNARDINO •c t<Q UNDAr1 { \• / X y RVE SIDE co o PAN LANDSCAPE IMPROVEMENT PLANS " cN to . � V: a. S6 O 1 S1 13 5 4 S DO 3C L + nt : a��r RANCHO CUCAMONGA „ PEC 1 boom �. A DI+ / QUANTITIES SHOWN ARE FOR ESTIMATE PURPOSES ONLY. U > 6TH STREET MEDIAN 33 vc�r� T RIA/ fl R I V E DO 32 I'll I, , RIVER ID FINAL.QUANTITIES FOR PLANT MATERIAL INSTALLED SHALL + 60 Pte" STATION 82 + 13 TO 92 SArranoA i Ara IEMNSRYJ.N.1 i 111 YALI 0 36 37 s Seo ` 't Ar ""1"At "" i ` A" • BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. WNW Ar NORCO M y .swrr. ,r�,J O AP S [)ate � 0 24953 9 seDo '�ssoo °"' `- �_x._;G NDSC APPROVED BY ' /� t r c r 47A 47B ✓ C� �� FA 'q �, L1 1 `c��•-� , S '�F,i. �. P Rf CITY ENGINEER �-tN RCE ` O , OCO ^ RIS 17 uO� Er Design Lisa A. Pierce Recommended LAS 0 f F CORON J Si Amer Yr4r Woodcr•a Ar OL! DO-.4- - ` �, ° • �••Y.•., w �" V 1'r'+ s Ma.Isle Circle �`� �•ro'9 a two `' "' n,tt re n L. Pierce 915 DO TSTA r S+i Aliso Viejo,CA 92656 y D 44 041y tw Af rAt 1;N Si - J Nor BR RI �5D cn, Er Ctr.No .rwf fw 1 � * Dst• >} PbFnt: (949)4484159IL-1 t 9 r a \ CA b M••d Va1IrrY '" T Doe Drawn 1 � � '^ Fax: (949)44J1�-8163 _30- 3 - 1 LP of o. 3NO, 33 $ � Checked TIERRA GROUP Drawln No. oLndscope Architecture/PlsnniwS - Ljp _. CA Lieenm 3388 PROJECT SHEET NO.q OF I vZ Irrigation Notes Irrigation Legend The contractor shall flush and adjust all sprinkler heads and valves for SM. MN. Model No. Descr rition PSI RAD GPM Pattem Optimum coverage with minimum over spray onto walks, streets, walls, etc. This shall include the selection of degree of arc and the choice of o-Rainbird 1812-SAM-PRS-10H-LA 12" Shrub Pop Up 30 10' 0.79 Half pressure compensating nozzle screens to fit all existing conditions when : Rainbird 1812-SAM-PRS-10Q-LA 12" Shrub Pop Up 30 10' 0.39 Quarter vertical obstructions ( fire hydrants, trees, street lights, etc. ) interfere •-Rainbird 1806-SAM-5B-PCS-040 6" Bubbler Pop Up 30 6" 0.40 Bubbler, (2) with the sprinkler heads so as to prevent proper coverage, the irrigation per tree. contractor shall field adjust the sprinkler system by installing a quarter or half head on each side of the obstruction as required to provide proper IV-Febco 825-Y-BV Reduced Pressure Back Flow Preventor, 1 '/Z" Size. Install Parallel to Street. coverage. All adjustments shall be made at no additional cost. 8 Superior 3100 Master Valve, Normally Open. /'/2"' M-Rainbird EFB-CP-PRS Electric Remote Control Valve, Size Noted. The irrigation system is based on a maximum of 3" of water per week For a Rainbird 33 DNP Quick Coupling Valve. turf and 2" for shrub /ground cover areas. Water to be applied for axee.eEx/r.2�Q Calsense ET-1-8-DR W/ ANT-1 Antenna Port Automatic Controller,8 Station. xec.�F/is maximum of 8 hours per night for five days a week, between the hours of CAWS eASe, F/'N-le Flow serrso,R- Flow Meter, Provided by Calsense. 1"s;7& 9 PM to 5 AM. Only one valve per controller shall operate at the same time 04-Nibco 1 '/Z" & Smaller, T-585-70-66 2" & Larger Watt Series 403-RT-RW 0 Wilkins W-500 Pressure Regulator,'-?" Preset b he- as/bs. s Factoey Contractor shall coordinate controller programming with a representative of ® Indicates 1 '/Z" Potable Water Meter per Cucamonga County Water District. the City and Calsense. Contact City Public Works Inspector for City representativeAnd Calsense at 2075 Court Nogal, suite P Pressure Mainline %" to 1 %" PVC SCH 40, 2" and Larger PVC CL 315. mlmmu hT cocaxt /e� Carlsbad, CA 92009 Non-Pressure Lateral, PVC SCH 40. M,1,7%mom cow /a// Tel. (619) 438-0525 =__ __= Pipe Sleeving PVC SCH 40, Bury Minimum ( Two Times Diameter Of Pipe Being Sleeved ) — •—•—Wire Sleeving PVC SCH 40, ( Of Sufficient Size For Wires Being Sleeved ) Notes: • Controller cabinet shall be Strongbox SB-24-SS/120 volt. • Backflow cover shall be Strongbox SBBC- 45 -AL Valve Sequence Number SQ, FT. Flow in Gallons Per Minute Valve Size CITY PRESSURE CALCULATIONS Mf WATER UrWR { 1 slzE 1:. 2" ` EtgVATION q 1 _3 S ' ' I� STATIC PRESSURE MGMI f)f)_ LOW 9 r, W SOURCE OFN1FORMArm — ilc;c; �l S7 Iva PHONENULI{UI C.C.M.D. DATE Of wFORKAnow 7/7/98 wKO.L MEAN ELEVATION IF STAT,C►RESSUII[t1NKNOWH) WATER LEITER �¢ I!2 tLEVATIow (.I 91 . 35 I" I'/A REMOTE CONTROL VALVE (1— SIZE 1-Ii,!" MAJ0I.RJLt DEMAND a Px ELEVATION OF P, �� 1 HONEST READ 92. 92 ►RtitURE 0 RC V. P.S.I. ; v >u • 1-12" WATER 11ETER 2.� / 1-.1LZIL R.P. SACKFLOW DEVICE 2 t.ATI VALVES • 2 `R! SIR 1=1LZL MAfTER VALVE $.o Z PARM REa tPALL CIf) 3.0 W 575 2" MAN LINE Install two bubblers for each tree, see planting plan for tree locations. / �fR 12� 114 1 21490 S..- z MAJIN V+E 1I/4 S 1-1/4„ RSYOTI CONTROLtt4 I 2' VALVE ASiSLY O I ut " LATAL LANE Loci .2 . 31k / 314 U to 7- _LT(!'_ 1 LAT1iRAL LINE Loa 6 Io �u _ LATERAL LINE Loq 3 PTM42 coq(10%) II �, P tJ-. a3�• IG " . 2 ELEVATION CNAwat ) A IIlk r N Frau sensop S.1 w �3.0 TOTAL '7S_2 7 PRESSURE TO OPEIUTE READ: 6 IIS 31 N4"' 2/00 Sr TOTAL PAtssvRE REauRro, 73.2 114 � LowcsT•tAnc rRcswRt Av,uusl t:. 2 �z.oXztz4.o 95 -0 Fit"ET REGULATED►AESSURI OF R[ONRED): 85.0 M 11 !1/ !12 M9IDUALWATim mu URE: 11.jo,_ CITY REOUIR[D RESIDUAL WATER PFESSURE.- it •to/SI 0 I I ii Z000 wr O �J SITE REFERENCE MAP AL l IF RR DF-.SCRIPTION OF REVISION Dateq roved ANDS qp PP P/FRFq�C' CITY OF RANCHO CUCAMONGA PROJECT SITE Swr�t We 16LANDSCAPE IMPROVEMENT PLANS '��' Deter �+ RANCHO CUCAMONGA - SPEC 1 - srq o 33$ �,` 6TH STREET MEDIAN is OF STATION 82 + 13 TO 92 + 60 IRRIGATION PLAN pNDSO,gpF APPROVED BY / I e /I Date �Q`v�c,P A' P�FiQ �y CITY ENGINEER --- �_U ✓� _ RCE o 24953 � Design Lisa A. Pierce R commended r* z Signature L. Pierce 5 Matisse Circle (� Aliso Viejo. CA 92656 See Sheet L-4 for Dote * Drawn Phone: (949)448-8159 Sheet Planting PlanJfq No 33$$ �\� TK Fal;: (949)448-8163 L72_of---9--- IFOf �p,�l Checked TIERRA GROUP Drawing No. Scale 1':40'-0' L P Landscape Architecture/Planning l SU --L- - CA License 3388 T PROJECT StiEET NO. 5 OF I WRIGATION NOTES Irrigation Legend NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY Swil. Mfq. Model No. DescrfAtion PSI RAD GPM Pattern THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR WATER METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION SHALL FIELD ADJUST TILE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER O-Rainbird 1812-SAM-PRS-10H-LA 12" Shrub Pop Up 30 10' 0.79 Half PROCEDURES. HEAD ON EACH SIDE OF THF,OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE ALL ADJUSTMFN TS SHALL Xee.Rex Rainbird 1812-SAM-PRS-10Q-LA 12" Shrub Pop Up 30 10' 0.39 Quarter BE MADE AT NO ADDITIONAL COST TO THE CITY. &/ TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR i •-Rainbird 1806-SAM-513-PCS-040 6" Bubbler Pop Up 30 6" 0.40 Bubbler, (2) OF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED INSTALL ONE (1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTIIFST per tree. BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE. AT THE ENCLOSURE. SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRFSFNTATTVE OF THE CITY. C–Febco 825-Y By Reduced Pressure Back Flow Preventor, 1 %" Size. Install Parallel to Street. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF IR Superior 3100 Master Valve, Normally Open/''2"sire BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX(SB)SI c- 45 AL ALUMIIIUM WATER PER WEEK(GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE X-Rainbird EFB-CP-PRS Electric Remote Control Valve, Size Noted. ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO THF.STREET AND SCREENED WITH SHRUBS WHENEVER HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL,OPERATE AT A TIMEPOSSIBLRainbird 33 DNP Quick Coupling Valve. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF )1". eeA'//2 0 Calsense ET-1-8-DR W/ANT-1 Antenna Port Automatic Controller,8 Station. BACKFLOW PREVENTION DEVICE is TO BE INSTALL®PARALLEL TO THE STREET AND SCREENED WITH SHRUBS CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION x�'��//6, ( Calsense FM-/B F/ate Sa►soa Flow Meter Provided b Calsense. /"ii?,e WHENEVER POSSIBLE. CONTRACTOR SHALL VERIFY THEHE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO TSTART OF 1/2" y INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THF.ATTENTION OF THE CITY �-Nibco 1 & Smaller, T-585-70-fib 2" & Larger Watt Series 403-RT-RW THIS DESIGN IS DIAGRAMMATIC,ALL PIPING, VALVES,ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN O Wilkins W-500 Pressure Regulator Zn(asibs.) CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY AUTOMATICCONIROLL.ERTOBEACAISENSEETI-$_(STATIONS)-DR(DIGITALRADIO)W/ANT-1 ANTENNA ® Indicates 1 '/2" Potable Water Meter per Cucamonga County Water District. CONFLICTS BETWEEN THF, SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK; UTILITY LINES AND PORT INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT EQUIPMENT,AND ARCHITECTURAL FEATURES. THE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND Pressure Mainline '/." to 1 '/2" PVC SCH 40, 2" and Larger PVC CL 315. ��nlmu-r► cove,-- /e" ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE:CITY'S ACCEPTANCE ACTUAL g CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. Non-Pressure Lateral, PVC SCH 40. /171nimum coven /2/1 COMMENCEMENT OF ANY WORK ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMWDIATELY == - --= Pipe Sleeving PVC SCH 40, Bury Minimum ( Two Times Diameter Of Pipe Being Sleeved ) TO THE CITY. — •-•--Wire Sleeving PVC SCH 40, ( Of Sufficient Size For Wires Being Sleeved ) THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITTI ALL UNDERGROUND UTILITIES,PIPES AND FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE STRUCTURES.AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAHUREPL.ACEMF.NT,AT NO COST TO THE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER, Notes: CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. • Controller cabinet shall be Strongbox SB-74-SS/120 volt. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH UNLESS OTIIFRWLSE DESIGNATED ON THE PLANS. • Backflow cover shall be Strongbox SBBC-4-5-AL- MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER CONSTRUCTION. HEAD IS '''A"ABOVE FINISHED GRADE. Valve Sequence Number Flow in Gallons Per Minute Valve Size Install two bubblers for each tree, see planting plan for tree locations. 61N T 3�11 me —�- - —a—o—o _ ¢ / Y� .\ �\ u� z `��f.\ -- - - -- - - SITE REFERENCE MAP J'� �" � _ �� ------_-- _ LCL• gZ.G6�\ � �J' q M / 41W 24 33.0 8 a \ , 2 6 33.0 7 O 33 L. °1 7 � ,q 1 � " 2io�o s.F. //4" ��ce sF PROJECT SITE \ Misr (0"� 2� �\ See Sheet L-S for A \`� , Planting Plan 6 2'' Trenching per details, 15 j q i 3�' sheet L-7. ti � Y6\ Point of Connection to be a 1 '/2" potable water meter INSTALL A 1-1/2 FEBco els-Y- av REDUCED PRESSURE BACKFLOW provided by the C.C.W.D. Existing static pressure PREVENTER, FOLLOWED BY A 1" DATA INDUSTRIAL FLOW METER, Information provide by Mr. Russell Silva of the C.C.W.D. FOLLOWED BY A 1-1/2" NupeAkA 3100 SexueS VALVE. INSTALL ALL On 7/7/98. EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS AND LOCAL CODES ACTUAL LOCATION TO 90 AS DIRECTED ON SITE BY A Exist. Static press. 95 — 100 PSI REPRESENTATIVE OF THU CITY. Peak Demand 33 GPM BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. Controller : Calsense ET-1-8-DR w /ANT-1 antenna port in Strongbox cabinet SB•24•SS/120 volt w / electric meter enclosure. Install (1) one orange color spare wire in each =• ft �PC •• OV direction to the furthest mostoint. �, _ Q` ---- p Locate controller as directed by a representative of the City of Rancho Cucamoinga, and Calsense. VALVES COMMON WIRE— _ Contractor shall apply and pay for the installation Date pity of Electrical service to controller CMTR� DESCRIPTION OF REVISION Approved C` CITY OF RANCHO CUCAMONGA CALSENSEy Minimize the length of line under private landscaping& — �r `t+ LANDSCAPE IMPROVEMENT PLANS hardscaping use type `K' Copper pipe between meter WATER FLOW ja c and backflow preventor �`� �°, RANCHO CUCAMONGA - SPEC 1 i 0 0 M 6TH STREET MEDIAN Gate MASTER FLOW HACK—FLOW WATER STATION 82 + 13 TO 92 + 60 Valve VALVE SENSOR PREVEKER METER IRRIGATION PLAN Pressure Regulator DSCgPF APPROVED BY TYPICAL CONTROLLER INSTALLATION WITH ���'SP A. P/F� qp CITY ENGINEER � �- \�� RCE &_24953 FLOW SENSOR 8► MASTER VALVE F y Design Lisa A. Pierce R ommended Signature n _ L. Pierce5 Matisse Circle �,�p• '19' Aliso Viejo,CA 92656 Drawn Phone: (949)448-8159 Sheet it Date >f TK (949)448-8163 Lr39 _ • �rgTF GF CA 8 �\ Checked TIERRA GROUP Drawing No Scale 1':40'—O _ LP_ Landscape Architecture/Planning S — L CA License 3388 I pip PROJECT SHEET NO.� OF ' PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PUBLIC MAINTENANCE PLANTING LEGEND PRFVFNT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE:INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT SYMBOL BOTANIC NAME COMON NAME SIZE COMMENTS INSTALLED PER PLAN AND SPECIFICATION 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATTONS FOR SOIL PREPARATION,PLANT PTF TREES: REQUIREMENTS,STAKING AND BACKFILL REQUIRFMFNTS 3. CONTRACTOR SHALL FAMILIARIZE HIMSFLF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, XER REF. 1.1 T-1 Lagerstroemia indica `Rubra' Crape Myrtle 24" Box Standard 20' o.c. STRUCTURES,ETC.,AND SHALL TAKE,SOLE RESPONSIBILrrY FOR TIE RF,PAMM..PLACEMF.NT,AT NO Cil 7b 1179 COST TO THE CITY,ANY DAMAGE OF SAID UNDERGOUND FACILITIES SHRUBS: a// 7Y0-W6 P,ciue /o,v/stnr� 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF Duia� THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE S-1 Nandina domestics `Nana' Heavenly Bamboo 5 Gal 24" o.c..m6-F-. PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE, WORK APPROVED BY THE CITY. S. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT GROUNDCOVERS: PRIOR TO INSTALLATION. FINAL LOCATION OF ALL,PLANT'MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRFSFNTATTVF,OF THE CITY PRIOR TO EXCAVATION. G-1 Trachelospermum jasminoides Star Jasmine I Gal 24" O.C. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED G-2 4"L�.tind efcr� mulch_ `iriectiun„ rind' — Manuftc7`t.�red Ia7`►-avaia. B LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE ,9 (909) 982-6713 1h Up/arty, CA CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE 5ee 17o/< /1, 7*1s sheet OF ORIGINAL WORK OR PLANTS,UNLESS OTTIF.RWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANITTIF.S FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE ALL PLANTING AND CONSTRUCTION NOTES & DETAILS - SEE SHEET L-6. AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. QUANTITIES SHOWN ARE FOR ESTIMATE PURPOSES ONLY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT FINAL.QUANTITIES FOR PLANT MATERIAL INSTALLED SHALL TYPES ANDQUANTITIFS SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEF,SPECIFICATIONS). BE GOVERNED BY TELE INDICATED PLANT SPACING REQUIRED. ROTOTIL THF.REQUIRED SOIL AMENDMFW:NTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. 4 CY.NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM XER REF. 1.8 125 1BS GRO-POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HERF,ON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: //VT„AViVA 8 (go 9) 982-6 7/3 C.4 h F W W x v1 W rWi1 S-1 P �5O Verify 4.-6 minimum planting T-1 w edge in the field30 Z SITE REENCE MAP ( a = Interlocking Pavers: 2 3/8” Orion installed in herringbone G-1 XER REF. 1.4 U pattern - `Color Burst 2'Perma Concrete: Manufacturer phone#: (909) 653-1187. See Detail Sheet L-6. Color Burst#2• �� AL 1/3 Red, 1/3 Brown, 1/3 Charcoal PROJECT SITE6 XER REF. 1.7 See Sheet G2 for � nN Sr a� Irrigation Plan 15 G-2 z ;s N.T.6. Location of soils test and recommendations per Soils Engineer. Interlocking Pavers: 2 3/8" Orion installed in herringbone (45*) O pattern - `Color Burst 2'Perma Concrete: Manufacturer V phone#: (909) 653-1187. See Detail Sheet L-6. J m DESCRIPTION OF REVISION Date C Apprroo ved CITY OF RANCHO CUCAMONGA ZA� re LANDSCAPE IMPROVEMENT PLANS � Qo oro.o� �► RANCHO CUCAMONGA — SPEC 1 a �° 3 6TH STREET MEDIAN STATION 82 + 13 TO 92 + 60 CONSTRUCTION & PLANTING PLAN MADS ,.IPI pF APPROVED BY / / Date ? '/y' A. PFR CISS CITY ENGINEER o� --l� ` RCE No, 24953 �+ � r" Design Lisa A. Pierce Recommended W Cr Senature L. Pierce 5 Matisse Circle '07 ) 110-,79 Aliso Viejo,CA 92656 � 4 Date * Drawn Phone: (949)448-8159 Sheet LP Fa:: (949)448-8163 Ir4 Of 9 Jl'gl No. 338 �� — • FUF CALF Checked TIERRA GROUP Drawing No`L $Cale 1 :40 –0 L p Landscape Architecture/Planning J O oil CA License 3388 PROJECT SHEET NO../ OF PLANTING NOTES CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WfIICH PUBLIC MAINTENANCE PLANTING LEGEND PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMFNT,AND RF.PI.ANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION SYMBOL BOTANIC NAME COMMON NAME SIZE COMMENTS 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT TREES: REQUIREMENTS,STAKING AND BACKFILL REQUIREIv FNI'S. 3. CONTRACTOR SHALL FAMILIARIZE IRM.SELF/lIERSELF WITH ALL UNDERGROUND U717LI IES, PUTS, T-1 Lagerstroemia indica `Rubra' Crape Myrtle 24" Box Standard 20'o.c. STRUCTURES,ETC.,AND SHALL TAKE SOLE RESPONSMILITY FOR THE REPAIR/REPLACEMENT,AT NO C/TY -rr "nv SPEC, A"o AVpmo of Att 7VEf s COST TO THE CITY,ANY DAMAGE OF SAID UNDFRGOUND FACILITIES. SHRUBS: PRloR 7b PLaN„N& 4. NO PLANTING SHALL BE DONE UNM ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF Dh/ARF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE S-1 Nandina domestics `Nana' Heavenly Bamboo 5 Gal 24” o.c-V"i*+ PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SNAIL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT GROUNDCOVERS: PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRFSFNTAT VE OF THE CITY PRIOR TO EXCAVATION. G-I Trachelospermum jasminoides Star Jasmine 1 Gal 24" o.c. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPIACF.iv1ENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE G-2 4 wane[ cA�p wWeh `nrrd/Tum 9rvr�' I�lanul&eftentd by In7-,,, c/a (9 (909) 982-4713 /n (/gland, CA. CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEM.4 SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PIANI'$.UNLESS OTHERWISE APPROVED BY THE CITY. Ste *ole //, 517«f 1--4. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE ALL PLANTING AND CONSTRUCTION NOTES & DETAILS- SEE SHEET L-6. ARIAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CrIY STANDARDS AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. QUANTITIES SHOWN ARE FOR ESTIMATE PURPOSES ONLY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT' FINAL QUANTITIES FOR PLANT MATERIAL INSTALLED SHALL TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. ROTOTTL THE REQUIRED SOIL 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. Q FT. 4 CY.NITROGEN STABII,TZED SAWDUST 120 IBS GYPSUM XER. REF. 1.8 125 IBS GRO-POWER PLUS IL LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADM OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITYS APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM //VTNIVAI'A B 6713 Lir !/pl�ri►oL, C.4. G-1 G-2 Location of soils test and recommendations per Soils Engineer. (45 S-1 �� - Interlocking Pavers: 2 3/8" Orion installed in herringbone T-1 152 pattern - `Color Burst 2' Perma Concrete: Manufacturer 31 Verify 4-'6'minimum planting phone#: (909) 653-1187. See Detail Sheet L-6. S�-R� edge in the field See color note- Sheet L-4 6'�N �T Interlocking Pavers: 2 3/8" Orion installed In herringbone (45) - ---- pattern - Color Burst 2' Perma Concrete: Manufacturer phone #: (909) 653-1187. See Detail Sheet L-6. Boa. See color note- Sheet L-4 P `T - `��J, SITE REFERENCE MAP Af. asr. kk PROJECT SITE See Sheet L-3 for M Sr Irrigation Plan ti� NTS. C� O� City DESCRIPTION OF REVISION Date Approved CITY OF RANCHO CUCAMONGA LANDSCAPE SCA E IMPROV EMEN T PLANS ow RANCHO CUCAMONGA — SPEC 1 t No 33+ 6TH STREET MEDIAN t STATION 82 + 13 TO 92 + 60 CONSTRUCTION & PLANTING PLAIN `aNDSCgP APPROVED BYDa ��Q�SP A. PIER qpm CITY ENGINEER LIJCti-� �'�� RCE No. 24953 Design Lisa A. Pierce Recommended Srgnature L. Pierce 5 Matisse Circle Aliso Viejo,CA 92656 Drawn Phone: (949)448-8159 Sheet Date LP Fax: (949)448-8163 L,5 of 9 Jr No 338$ � 'frE OF CA��F Checked TIERRA GROUP Drawing No. Scale: 1':40'_O� Lf' Landscape Architecture/Planning So `L.. CA License 3388 PROJECT SHEET NO. ,8 OF I CONSTRUCTION NOTES - - -- ^ .G-.t ^ : s•AKLs :D a. P._.•a •.: \r N PARALLEL 1 S STAKE TREE PERPE%D-C__tR To PREVAIL NC W"o 1. ALL MEDIAN TREES SHALL BE PLANTED AND STAKED ACCORDING' TO DETAILS AS PROXIMITY TO HARDSCAPE DICTATES. 4" OF COMPACTED wood CHIP MULCH 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS HARDSCAPING (CONCRETE HEADER. U FINISH GRADE �J W REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL CURB GUTTER. $IOEwALK, ETC ) ONE HALF OF SPACING TOXICITIES OR NUTRIENT DEFICIENCIES MAY REOUIRI; BACKFILL SOIL LIMIT OF PLANTER AREA REOvIREMENT v I v s QP�,� AMMENOMENTS, AS DETERMINED BY THE CITY INSPECTOR. 12` TIGHTLY COMPACTED r GERM r0 FORM TOP TIE to Of PLACED AS 3. ALL MEDIAN TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE o[PPEssto WTLR,Nc BASIN Low AS POSSIBLE ON I"E BY THE ENGINEERING DIVISION. IOP Of ROOtaKI 10 : W000 COOP MULCH *NK r0 K OW FIR wl"Dp .,NG Of }ME FREE Wr 100 OF STAKES KLOW fxrENO Y ABOVL � NOi SO LOW AS t0 LOS HUD OF TREE WHERE SUPPORT OR ALLOW SPECIES GROWTH MA•IT PERMITS 4. MEDIAN TREES ARE TO BE PLANTED PER THESE IMPROVEMENT PLANS it Fels» GRADE THE MEAD To DROP MAIN TRUNK ONLY, �'3 t' - (t) scrs of cINcM Vas sP.cEo is JJJ--- APART, ATTACH WITH GALVANIZED _ _ IIIiIIIITi-1iII�IIiII Iii[ li itlllilll SCREWS TO e' LODGE POLES _ _ 12 MAX RNTH WOOD PRESERVATIVE STAIN. Y DIA LODGE POLE PINE STAKES _III-1111=11 11I-III-_III=1 DRIVE A MINIMUM Of e• IN10 11 11 yNOISTURDEO SOIL AND POSITION SHOVEL CUT EDGE COMPACTED r I-III I I-III-III; 1111 STAKES OUTSIDE ROOT BALL NATIVE SOIL ` _III-II III-III-I ARBOR GUARD IN TURF AREAS AND II 1 ROOT BALL 111' FRONT YARDS _ TOP Of ROOTBALL TO EXTEND r II 1 PLANT PIT 10 K a) IDES THEAeOvI FINISH GRAPE t -1 11-i 11--1 11-1 11=1 11-I I E=1 I III-I I "I" of THE IIIo�T aALI. TIGHTLY COMPACTLO s BERM TO FORM i_I-I 11-I I I�11=1 11=1 I f-III-I I I I ij- wArERING BASIN FOR RESIDENTIAL AND -I 11=1 11=1 11=1'l 11=1111-i I EI 11=1 I I I GROUND COVER INSTKIATIONS LOCATE NOTES: OUTSIDE Of PLANT PIT BERMS IN TURF L_--i1-T_-I 1 I-I I( -I = AREri r0 aE REMOVED PROR GAY 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SMALL NOTE; -111-1=11-�j-�I-T. -III ACCEPTANCE SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EOUAL ItATN 2 MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND KENO SPACING TRIANGULAR UNLESS OTHERWISE INDICATED ON ROCK aREAIlll TN^WATr _ AIRN (TRIANGULAR) Roclts cRUTER rIIAN r INTO EDGES AT GROUND COVER AREAS PLANS SEE LEGEND FOR SPACING REQUIREMENTS O"CTEit PLANTING NOTES • 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION, 2. WHERE PUNTED ADJACENT TO WALLS. WALKS, CURBS OR I �-- 4. PLACE NO MULCH WITHIN A 6- RADIUS OF THE CROWN OF A WOODY PLANT. SIMILAR LIMITATIONS. ALL SHRUBS AND GROUND COVER U"OISTUOSED NATIVE SOIL SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 14 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH FROM SUCH LIMITS SEE LEGEND FOR SPACING REQUIREMENTS PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR 3 SPACING REOLIMEMENTS SHALL GOVERN THE FINAL OUANTITIES NOTES u"TANGLE MATTED ROOTS RKY LOOSENING ALL ROOTS AT COG[ I I ,DoT a+iL %I I NATIVE BACKf qI wlln NO REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND RF PLANTING AItFAS WHICH ARE NOT OF PLANT MATERIAL$ PLANT OUANTtTIES INDICATED ON THE OF R001 BALL OD NOT CRACK Roor $Alt 11- ROCKS GREATER THAN ]' MAA 11c1 I I!1�3 I 1=111=Ii1=111�1I= `I''_I ISI LEGEND ARE ESTIMATES ONLY III=IIIIiI_ IhIIJ11=III=111 11=J(�-III INSTALLED PER PLAN AND SPECIFICATION j S n=ul_111�n I=1n�lil=ul�ln= 11='III -�-__ w III.i11.LI=LI_IIII�IIc"II=IIIII-I1�=1I1=�=T1 "ATIVE SOIL UNDSTURBED .LTi=Ct i u 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT Pit r- TWICE ROOT BALLw10rM REQUIRE,MFNTS,STAKING AND BACKFILI,REQUIRFMFNTs. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFOFNIA 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HFRSFLF WITH ALL UNDERGROUND UTILITIES, PIPES, '•"I'0 t' s' sI•ND•XD .L.N ` 'P"0 C0 s" SHRUB AND GROUND COVER STAND•.D •N - Al♦eDVtt IT SIAND•AD •..N ../XDVtD t• SI.N CAN D 0L•N MULCH INSTALLATION CONTAINER PLANTING 0 DOUBLE STAKED TREE STRUCTURES,ETC.,AND SHALL TAKE SOLF.RESPONSIBILITY FOR THE REPAMIRF.PLACEMENT,AT NO 0 � SPACING _ _ � 5 GAL - 24' BOX COST TO THE CITY,ANY DAMAGE OF SAID UNI)FRGOUND FACILITIES. ;Cit, c+cl CI. - CII• E%c4ill TI vu W)IN STANt•.0 s"ICKK•Tlws roll /„KK W041% co«sr•vcllor s CIT. (NCIH[(. telt utt w11M STAIte•t0 S►t CI,K•egrS foe NKK WOAXS CORS rxvC I10w 0•T( VK rliM StANO•.0 SPICrIC•r*"% r01 PUNK WORKS COKST•UChON Snt(1 I Gr I C•t' t"C�NC:. 0•lC u1[ DIT" Sl•NO.10 S►(Cif IC•TIONS !OA ►uMK r0".( CO iAVCiq" fC PC( • C•{(r ' of .cc 2.95] s••cc• I x t etc 2•q5] a Rcc 2c95] I %-E E I I tx t 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THF CITY. S. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL.SHALL BE SUBJECT TO APPROVAL 7 BY A REPRF.SF.NTATtVE OF THE CITY PRIOR TO EXCAVATION. 3f-aM 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED 9 LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE 6" 2'-8" 6 CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE 2 X 5 OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THF,CITY. v1 -- r 7. QUANTA FS SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR L6 PLANT MATERIAIS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. s : S. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE . 770 AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT CONCRETE •+EAr.E R - 1/2" RAD!VS TO CITY STANDARDS AND DF,TAILS HEREON. z xPOSED EDGES ASG :,NISH PER PLAN 8 20-80 6 P EO. '- d I' IN LAWN (INSTALL AT GRACIE -LVEL AT SWALE EO. 6 2 3LD CROSSINGS) .00 9. CLEAN-UP SHALL TAKE,PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 6- OR e" 2 'Z CONCRETE HEADER PER FINISH GRADE J DETAIL THIS SHEET 10. THF,FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT EE NOtE _ _ INTERLOCKING PAVERS _ .. TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMIv1FF,NDATIONS(SEE SPECIFICATIONS). I 1=III-III••�• .i I I-I I(-I 2X 2% WIN. 2% MIN. 2X (SEE DETAIL THIS SHEET) ROTOTIL THE REQUIRED SOIL,AMFNDMENTS 6"INTO THF.SOIL AT THE RF,QUIRED RATES PER 1,000 SQ. _ T T- 20% MAX. I 20% MAX. FL. i�IIIIIII _ . III�IIII-III_ `� I MEDIAN CURB • Se 4 CY.NITROGEN STABILIZED SAWDUST I I •.'. III /' RE-BAR CONTINUOUS O INTERLOCKING CONCRETE PAVERS PER _ 120 IBS GYPSUM I- -i I (3 RE- OTHERWISE INSTRUCTED) SPECS 1- 125 IBS GRD POWER PLUS O SANG BEDD 1 NG COURSE t 1 " MIN. - 2" MAX. 1 FINISH GRADE 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND O 4" CONCRETE BASE NOTE: BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE ITT MULCH. CONTRACTOR SHALL SUBMIT ('6 COMPACTED SUBCRADE LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH PER DETAIL A SAMPLE FOR THF.CITY S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS THIS SHEET. GRADING OPERATIONS SHALL ACCDbMOCATE THE MULCH. AVAILABLE FROM: ,riTha✓etaet ® je%") 98?-6713 is 4/,Igrte, C4. 5 CURB © ASPHALT CONCRETE PAVING NOTES: O 149"CONCRETE HEADER PER DETAIL TYPICAL SECTION A T MEDIAN t. PROVIDE SCORE JOINTS AT t0--0•• OC. AND 3/B' EXPANSION JOINTS AT 20'-0' O.C. i!✓1n 2. a- WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND ® 03 REBAR CONTINUOUS. PER DETAIL GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND PRIVATELY-MAINTAINED AREAS CONCRETE To BE 520-C-2500 MIN O MULCH PER DETAIL CITY OF RANCHO CUCAMONGA, CALIFORNIA 0 FINISH GRADE R••►tOvCO h 1tAs;A.D sl•♦ o CONCRETE HEADER :: • hG�Ct. :•+( vtt wA" 1]AtIeA.O f19CI1KA1O41 104 PvkK WORKS CO"1TlVCIIO% S••itT : PAVERS •:( 2.95] A SPECIFICA710- N ►'oft 3-INSTALLATION of INTERiOCKINo coMCRlTt PAYINGfiTONE3: INTERLOCKIPIG Mvff�G STOrIES 31 Pavers Snell be dean aro free of lore.9n materials before ruranaltOn ►IoM 1-GENERAL 32 Instauafton snoulo Stan from a corner or strsopt sMo ane proceed rorwar0 Q%Wr In• unasturoeo sand tayvng course 1 I RELATED WORK IN OTHER SECTIOPIS OF THESE SPECIFICATIONS A Plops ral'onoPsuDoase 33 Pa-V wont "If be olurro.Ilvw anti InUe 10 IMA are gram: Sham be Instaned prtp.gy canto• ane allgn wiln aWsConl worn ano ele,•attons IAN eogeS must be r•atrnW P NT TABLET SCHEDULE C AppbcP11catlOn a past rhalerta[Ion a Soo Nsr1lant. V4to secure •pervneter stonei aria ins fano toy"courts I C. A. Paving Stones snoulo be installed hand tent aria W,* On the urasturbed tang 12 SUBMITTALS a C GRO-POWER P NTING TABLETS FOR CONTAINER-GROWN PLANTS yingcoursf stringl,netsna,Iaceuseownolawnfrnrneslru• City A In accordant•with secllon entatoo-shop Diswngs.Pioauci Data eno Samples 8 A Roller Vibrator« Plate Vlbiatof snoula b•Luso to corntacl the frontes arra 10 �►ppTOVCd 1 GALLON CONTAINER C E I VE S 2-3 TABLETS Two aarrnpet a paving stones span a tuotTvfTtdio C of APNclae Cu--" vols[•In•sena uo Into in*rants ovween tri•stones. DESCRIPTION OF REVISION Date to Inacat• colors to be suppllea on this too Colors to t4 sPlect•d from macer C Concrete rano snoula oe spreao over ins Inslalteo paving stories so trial It faclurars aysilapt•paving stone col9r$. Paver Color t0 bo approved by may o• Vlorateo Into ins joints oerween ins stones K 3 GALLON CONTAINER REC VES 3-6 TABLETS ;> w City Enpinf� " testy FiWitrit r. �"��'JS�'�p CITY OF RANCHO CUCAMONGA 1 3 PRODUCT HANDLING O EAcetS rano Snwa ore$wept Into thejotna a osoaew a from ins surface area `n��,`P ( `r .�� 5 GALLON CONTAINER RECE I V 6-9 TABLETS E The comolned O, stone snlo atn srxxoo be wasneo oovea so n ano clsanMARK �5 A Ps" stones Shun be oefivered ara unloade0 at Iobtife ort panels •n0 bblr,o to "`� na 7 GALLON CONTAINER RECEIVES 8-10 TABLETS such a manner Put no aamage occur[ to the psooucl ourtnp hauling, nvw" Prov,oea clean ltn.sneoworumanikerulatatlon. p J, «srruoaang a("Top:IRK W LANDSCAPE IMPROVEMENT PLANS 3 4 Culling of wvtn9 stone can be CloneAlin either a d •dao•o breaker or a m �lttttre asonry � S 10 GALLON CONTAINER RECEIVES 0 10-12 TABLETS Pad a-PRODUCT INFORMATION sari Hovover wnen cutting Is reputrea In soaaways « preclslon oettgneo arta$ a � � I x� RANCHO CUCAMONGA - SPEC 1 rtvsonry saws reconvnenoeo 6TH STREET MEDIAN 15 GALLON CONTAINER RECEIVES �i 12-15 TABLETS 21 * y_3o-0� \ �► All inlerlocktnfl concrer• paving Stones snail D• to acco►osnce w11h the 8 SAND LAYING COURSE• Should be a clean wasnea sand with IOC% cif NO. 3 20" 24 BOX RECEIVES 14-1 6 TABLETS patterns as shown on Ines•plans where destgnalOaNo 200 slew• STATION 82 + 13 TO 92 +60 d These proucls snail be passing a No 4 stove site ano a maximum of 3% passing a- supollea oy:Perma Concrete 12490 Day StreeL Moreno Valley, CA 923dd site Ints Is commonly known as concrete Lana �Tf OF ALAE Phone:(90Q)653-1 187. CONSTRUCTION & PLANTING DETA /NOTES 30" BOX RECEIVES 16-18 TABLETS I. Thickness of taro ayng tours,snoula be uniform to vuur•an even Surat• , T " 22 MATERIALS The Oes,gnw trucltnsss snOula be:t;rxW;►xir�I of 1 inch pLNDSCA APPROVED BY pate 1 36" BOX RECEIVES 18-20 TABLETS 2. The Sana laying course inoUa tie tris re:Ponslb+l,ry a In• t>avlrnq t;ue CITY ENGINEER ' RCE ,tom' o. 249 A NI nlerlOcknq cOntrH•pavng tlOnts snail conform b We totlowvsq sOtCAluflcra Q,�c.`► 'L. � .. 53 tnsa•ler '7`_ 42" BOX RECEIVES -22 TABLETS I. Pavers snag nave a rhlnlm,,rrl comptsssrve sutngtn a ,Doo PSI Irl v F 1,ye� P Gndod accoraane wlln Issttn9 otmearres ASTM C 140 C� DClIgTI S Matim Cisde O'' jV 48" BOX RECEIVES 22- TABLETS 2. Materlats used to manufacture ole.socklrig concrete pav" stones shelf PWC SigrtatuFa L. Pierce Albs►Viejo.CA 91636 conlorm to the following Pbose: (949)442 '159 Sheet 60" BOX RECEIVES 32-36 LETS a Cement--ASTMC•150(Pomana Cement) ♦E Date ��LP - Fax: (949)44"163 Ir6 of 9 I, " � b wQf orllgntweHphf a C-33 "�1.tilnea gr,oed taro aro roes.no ewafde.i ff N0. 33$$ � LARGER SIZES --- FOR EACH 2 CALIPER PER USE: 3-4 TABL ,� eg ql Chocked TIERR.A GROUP Drawing No. 3• Site. shape design and covers shall De in accoraane wnth delsns as rioted FC Undwepe Architecture/E'taTn in °n plans LP CA LMenae 33f3A Raw ,w PROJECT SHEET NO. OF I d-- TO SPRINKLER - ANGLE ►IPE TO SPECIFIED DEPTH WITH 45' ELLS SCH BACKFLOW rREVENTER 40 IVC MALE ADAPTOR ASSEMBLY In UNION SCH 10 PVC UNION •SfINAI-T T[' T[RPROD< COM1fG�ORt 01 [QUAL 14! PLACES BRASS DR PVC NIPPLE BDtlO PLASTIC VALVE BBr • s r NIPPLE - TYPICAL ELECTRIC CONTROL VALVE COVER [701110 •P1tiDSURE scoLATOR' - J . I tAADcw M [WAL) ROUND PLAS T i C VALVE BOX PLASTIC VALVE BOX r PINION COVER ETCHED •IRRIGATION GATE' Str �y)SOX Malt NO. /^---- •#SAL .�/1L./OStl/6 MITE MARKED 'IR111GATION ACV' � � (CARSON 011 EQUAL! '� 58l� (CARSON 011 EQUAL I I IMI►PCE ILLS AMID VALVE f[OUENCE < �+ FINISH GRADE ' r WITH CONTROLLER ~ ' B• TN ICK X12' WIDE fPvx rILApWATERPROOF` ANO V RED *ASS WYE STRAINED PER SIIE/MANUFACTURER) BLACK � < FINISH TRADE ( � CONCRETE PAD (LENGTH VARIE CONNECTOR 011 EQUAL SLOPE TO DRAIN AT MINIMUM PC TAIL EXPANSKM • ALL VALVE - 1 1/2' OR SMALLER WIT 1d1E1`tCREEN 211 CATION CONTitQLLER LOOP BYL24'LONGI Jli PI,Et. LOW 090AAYM STAINLESS STEEL NANO[ FINISH GRADE S I Of VALK M SENSDR � ! 2� (OPERATINGRNUTT IRNION VC SLEEVE PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL • EOUALI WITH PLASTIC INTEGRATED O AS ��� p T� PIPE THROUGH 0[TAIL f$T « Il1NERE z �� r. •.• . REQUIRED FOR PI ANT �. VALVE CONCRETE ►A0 IPti Pi101 PA[KWTETR TU1V AREAS AND r ABOVE IN REQUIRE IPS TO BACIFIOW � •, •• „•I ••• � POCKING LD.RACE AT GRADE M 7' PIC TAIL EXPANSION T[R • _ LOOP IMIN. 24' LONG IPPIE - TYPICAL = ROM WATER SOUPIC l t 1 PLACES PIG TAIL EXPANSION 2 s ( 3• 3• SCM 40 PVC WALE p I 7 lL01r GRAff ANLL[ FLOW -y i 100P YN24'LONGI T 3 VALVE V/UNION i SOIL COMPACTION - ADAPTOR = 3/4' WASHED M-11 " 1 L .t REQUIRED ,• _ BLUE CRUSHED A&MIFGATE s 4 1 _ - M �- 1 WfWu v' • i '. 0 1[71It !• 1 i. _ MASTER CONTROL L IME TO SYSTEMS LIM r SCM 10 PVC NIPPLE • +19�• r�-� MLLACK VALVE CONTROL IS COMBtIaM WIRES 1 - ►• ' CONPEA RETECCOD STANDARDS RUST IIIL��SOCK TYPICAL 141 PLACES FLOW METER 3/4' WASHED CRL BW6 b DIAMETER SAYE AMINATE BATE _ �"` • „[��. RIGID PIPE AND RELATED FITTINGS SHALL BE PER SU AS FLO CUCAMONGA COUNTY WATER DISTRICT STANDARDS CRAAwr1O SAN UN METIER an NOTEft A[ Flow WTO fM BRASS NI►PL 1. INSTALL PER LOCAL CODES. SCH 40 PVC SXSXT TE NOTES( 3/4' WASHED CRUSHED I. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY AGGREGATE BASE STRUCTURES OR HAROSCAPING. Mf1M41r DISTANCE DOWNSTREAM W MEfSUIIE SUPPLY LIME 1. INSTALL CONTRA VALVES A MIN. Of 12' FROM STRUCTURES OR HARDSCAIPI LINNTERRU►TED PIPE (SX DWXTEA MOTEf1 NOTES( !. WHEN UNIT IS NEXT TO STRUCTURE PIE. WALL. BUILDING. ETC. ) O! FLOW METEA SIZE) I. INSTALL VALVES IN PLANT BEDS WIERE EVER POSSIBLE NEXT TO SIDEWALKS � 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. MOUNT TEST COCKS ON OPEN 011 NW-STRUCTURE SIDE.1. INSTALL CONTROL VALVES A MINIMUM OT 12' FROM STRUCTURES OR HARDSCAPI 1. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HAIDSCA►ING. 2. INSTALL CONTROL VALVES A YIN. OF 12' FROM STRUCTURES OR HAROSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. MIDIMRA/ DISTANCE UPSTREAM OF 2.INSTALL VALVES IM PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. WMTEIIRtITED IPE (PDX DIAIYETEA (.PLACE VALVE BOX AT RIGHT ANGLES TO STRLICTUIIES 011 HAROSCAPIND. B• ATTACH PLASTIC IDENTIFICATION TAG WITH A►►ROMATE CONTROLLER AND 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. OF FLOW METER SIM 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOW. VALVE Ml1YNE11. S. PLACE AGGREGATE ►R100 TO INSTALLATION OF VALVE BOX. 5. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF S. AVEATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER DISIMILAJR METALS. VALVE MIM ATTACH C !0[NTI!lCATION TAB WITH AN•ROPRIAT[ CONTROLLER AND S. . T• VALVE PER STO. 511 REQUIRED BEFORE BACKFLOW ►REVENTER IlSFIt. VALVE NUM•ER nYf+ WHEN MAINLINE 1 1' 011 LARGER. CrTT a RA10C3Bp CDCAIMKwIAyCAIJIO NIA CETT a awI4c7BIo CVC.tIBpIDY/►.CAI1ro[t1ll� C37T W RA3110EN) CVCA.MONGIA.CA.I-B10RMA HOTT W IIULW D �O Cr" 0/ 1111670 CVtwAItC►NO AI/P!�'AM S w2TW1 4 PUM APPIIlaaDPL_: t/A1M4Y Plyl MWl1!9h - _._.. .�. A.C.ILI.aOR1+�tL► ♦AL .�CAI.DIOBLMA Kiewyas RZORR.AT42R v.LLVSi VALVIB 8101501111 N w .APa•We.�rrr JURR)CIM PRblipulut aANs•PP NAr APPOPM DPA tTAAWAr PLAr �IT YIF r.�.i LACXYL YW PRM NTILa PLARi MICR DABTAII.AT100[ R Y1 t11r D(a/s+M /W!•L•A 1W4X ti hWt-t MIAs WIArrIS. �T Ir 1 Y1[ 1�w"t7YW.4•P` ow-wmw "Is 1116YL � eo L,"M Wool IN 1 a" YTl 1�wfM STINUM ws"M.r,/o IAM NRC.R WMRt OB/TNXTW so"or 1 C" YTl 1Rt RTY[IVORY MKI'1eetM /M Ott.[ SPR! PLUM AStYI CIT('O�[Q YR 1✓Y WI1M itYlMl rRt7t11MM►M NTL OMIt WA.C/r11 Au DIQT Ir 1 HEAD BODY SET TO 4' f TROND BOJ( 1[DCl MA I-IO► SHRUG HEAD BODY SET TO 1/4' ADM FINISH GRADE Y-t4Si/tt0v 1/4' ABOVE FINISH GRADE FINISH GRADE INISH GRADE HARDSCAPING(SEE NOTE 4) a Irma ENCLOSURE TO WE MOUNDED PER LOCAL COD[. GROUND ROD TO BE • �. IMSTAILED INSIDE [RClOIIJfK. _I• 1-I -I 'I-I • CM(TROI it � I-III I I-III-III - s III 11G%AO11�11 I _ - _ II 1 1 Sy GRADE N. .1� I f�AaOVE1BRA0ELAA MINI" GF SCH Bo PVC MIM( (MINIMUM -III - CLEAN BACKFILL - SEE • ^' _ CLEAN BACKFILL - SEE SPECS FOR MATERIAL SPECS. FOR MATERIAL. + ; TI7 70 011A1I AT YIw11W(MINIMUMLONG) 90% COMPACTION REQUIRED �,• �• y -I (I 60% COMPACTION REQUIRED • fCM. . SCH BO NIPPLE - S' L SCM 40 PVC II I III III PROVIDE 6' MIN of SAND = • O1QtBo+ 40 PVC COIOUITWINE/CDNTIIQ WIRES IN T X T G01 ELL =III_ REDOING AND SHADOING NON-PRESSURE LATERAL LI 1 SCH. 40 SNAKE PIPE IN :r I-I I I I I • - UWIRE IN RADIO f [WUILEX OSTREET ELL TRENCH CONITIfLOFCODE BO• ELF TPOWERDECAfT (TYP.) r��l PRESSURE SUPPLY LINEI • • SCH. 40/CL. 315 SNARE ElECT11TC 1[7ER ►ER SCE _ CONTROL WIRE SLEEVE - PIPE IN TRENCH NE.vr Won WEATHER - REf►fTANr -1 I I ,12E PER PUN INSTALL PHOTO ELECTRIC SWITCH /011 SEUMITI r� SCM 40 IVC ALEX GO' ELL T -III-I I I I- ADJACENT rE PRESSURE LIERIT CONTROL AS R40UIRED PIER LEX BO• ETRE [LL f0• STREET Ell _ SUPPLr LaNE ONTROL WIRES - BUNDLE ham• ® I I �A.L FITTING NO«-PRESSURE INSTALL ADJACENT TO E-, I hNr / /IArTL�/�Vt MARLEX GO' STREET ELL LITERAL FITTING I PPPPPP - -I I - �' -.-'^' q AND TAPE ATIS' 0•C. AN LATERAL SITTING _ I - PRESSURf SUPPLY LINE �REffURE LATERAL ll SCM 10 PVC NIPPLE _ _ - - - PIESSURE SUPPLY LIME 1 1 E f111�D•1.0 TYPICAL 121 PLACES YOM-•PRESSURE LATERAL LII[ III-III- III-III-t I - III-III- SLEEVE - SIZE TWICE rrr _ T -I CALSENSE CONTROLLER IIDoa 110. _ DIAMETER OF PRESSURE ')I PER PLANS. L-a -� I SUPPLY LINE S' TYP. PROVIDE 1• MIN. Eli SAND INSTALLATION J 1 �� p74V Mf0 6" TVP. BE DOING AM SNADOING I I AN I-011A1« VALVE AS REQUIRED f11CLX41TY ll I r- NOTET11ER REQUIRED ►[R L NON-PRESSURE LATERAL PLANS. FINISH 1 ' ' 1' LOCATE HEAD 2' TO {' IRON WALKS. CURBS. MARDSCArING. MOW STRIPE. LINE SLEEVE - SIZE TWICE GRADE II II I W' BROUO (IOD 1. LOCATE HEAD 2 TO FROM WALKS. CURBS. NAROSCAPING. 10V fTA1►f. NOTES DIAMETER OF NON-PRESSURE �N SCH � CONDUIT I) II �� AND EDGES Of LAWN. ADD EDGES OF LAWN. 1 ALL SLEEVES 10 BE SCH 40 PVC. LATERAL LINE a fECURI7r lIB1T y N, I 1. USE TEFLON TAPE OY ALL MALE TMIIEADf. 2. USE TEFLON TAPE ON ALL MALE THREADS. NOTE( WIRIw 120 VOLT WIRE Iw RIB 1. INSTALL NEAOf WITH INTERNAL CHECK VALVE AMD IRESfl1RE 2 EITENO ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS 1. PIGTAIL AND 100► CONTRA WIRE AT BO• CHANGES IN DIRECTION. COMPENSATING FEATURE AS PIER THE IRRIGATION PLAN. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AM ►REfSUI1E ) ROUTE SLEEVING AROUND HANDICAP RAMPS STEEL CONDUIT IP[R COMPENSATING FEATURE AS PER 11E IRRIGATION PLAN. 2. PRESSURE SUPPLY LINEN 2 1/2' AM SMALLER 11' YIN. DEPTH LOCAL CODEI 4. HEAD CONNECTION AT BOTTOM IIL[T OILY. 4 PIP-NG UNDER PAVEMENT SUSCEPi•BLE TO TRAFFIC FORDS REFER TO CITY 4. HEAD CONNECTION AT BOTTOM INLET ONLY. SID NO 120 (24" MAN TO 30" MAX DEPTH TO TOP OF PIPE BELOW 3' AND LARGER 24' MIN. DEPTH STRUCTURAL SECTION). Ig_ CIIT T Or RANC3110 CUC. MMMA.CJI.a[IB MIA CrrT OF RA*C3W cvcA bOP#6 .IGA1JV W NLIL CIT)' OF RANCHO CUCAMONGA, CALIFORNIA T'T or � �c Al D 0W t41.► •PrAs•+L• DPA liaRsAn Pur (T rrs>c•s DON - DTA/BA1r PLAN ~•�•a°�E/ n C2TT OF RAIHTCUO C[ICAaS4140A.GALDOR}FEA sr• D••D ..., Rn+le•v Dn Pop-up mum w I 'r Y P I C A I. SLEEVING STANDARD NY I APPRt•e DPA ��l.iut � tT41iAN NJr WT'F W4WNIto YTt Alta t1A1il4M t1B!•Ie.TIrB 1WII PJM; SMY rRtYl[TYA Orrr BItWROI YTS (IDE r►r ilA+lA•R! t1We+•c.TtIN41 /AR NRLL /ROU WIIBTRtTISW :I/. I.IC USE W.r•. SIAMO.10 SPECR�C.t'ONS FOR PUILIC WO49S CO..STOICI.O. iNrlT Ir 1 aPTT B+IIIM Y11 - C ;E C S•<C I , OF + arr BIWWW� YT[ 1/ STAIDAIr 1P4'/tI T1tAW/Wt NMt WM1A MfTR1CTflr IR WTI S7ooms W'[IdPCA IrW.W PM PSBLL lMY CoWTRLTN 11167 Ir 1 tusr 1r 1 asa tNW►Ir 1 aa.EER STAND ALONE CONTROLLER WITH PHONE LINE ANTI ANTENNA POR: EPO XV F+LLEO LOCATE) r 'SNAP-TATE' WATER►ROOOUTS-DE OF 9OXF ANSTALLAIICN/LOCA'CN .................. CCAJUAL CA9LE CONNECTOR OR EOUAL PER C TY AND CALSE%SE RA\ 3RD 33 __\? ...:.... R 3oER CA:; - S-22-- C\: <EY 1 RE PRESENTAt:vE ;E r ;4 i E- OA:; \C_ -- -CSE 1 VIAE SERVICE L001 (LOOP .........'t `t""t CAL SENSE CONTROL:ER T ENOUGH VIRE TO EXTEND VIRE ':i call:ii MODEL NO PER PLANS S*:,--S SRuC uRE OR BUNDLE t' ABOVE WIAOEI !;'0 �.i• ciir,• tK HAR l.A ,h INSTAL..CALSENSF_ ' ' INSTAL.CONDUL.E4G W v•s Gia E - \S'A__ N SPLICE BOX COVER WITH TP-1Lo ` - OC6P we Ili 1,(50X P - LOCKING TOP ETCHED S.><. 120 VOLT O„PLEI -► CAL SENSE nARNESS PLANTER aE� cvL� m OUTLET IGFCII •_ 'el e" MAXIMUM U CALSEusE Tp-I • TERMINAL $TR,OL i0 AT GRADE IN PAWN AREAS MATCH CONTROLLER • • • • • .• • IN PLANTER BEDS SIZE . ftla.4934 IN GIN* PCs _T 11! Ih III III-III=1 -11 ID 1 1=! =1 11=1 1=1 11=1 11= SCH aD BRASS NIPPLE 12_ -1 I 1=11 I I I� I I= 11=111 c+ElO WIRES Sly QESCRTPTION OF REVISION Date Approved SCH 40 BRASS 90' ELL -11X- 11- if 11 SCH 40 BRASS 90' STREET ELL STAINLESS STEEL 12' X 11' GREEN PLASTIC YE TER - A" �Ap CITY OF RANCHO CUCAMONGA -III I SCH 40 BRASS NIPPLE - SCREW CLAMP BOK. CARSON OR EQUAL 2i LONG MINIMUM (3) PLACES ENCLOSURE MOUNT c C 917 S t Sc- 6: PVC -REET _ll 4 RE-:.i S'A<_� _ I _ I lr2a- LONG) N OTES _ - f 41ENT PIANS IMPROYB I INSTALL CONTROLLER PEq MFG PAINTED INSTRUCTIONS ANO PER LOCAL S RANCHO CUCAMONGA - SPEC 1 COOLOCATION BE APPROVED IN FIELD BY THE CITY INA PECTOq 111111 PRIORR TO CONSTRUCTION `. * Dotelr•� CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN \a ITO ti A� 6TH STREET MEDIAN SEOUENCE OF REMOTE CONTROL VALVES J .33� RUN ONE EXTRA WIRE ICOLOR ORANGEI TO FARTHEST RCV ON EACH (/C CA` X j STATION 82 + 13 TO 92 + 60 24 VOLT VIRES. TAPED AND BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE BUNDLED AT 1S FT. INTERVALS WIRE AT THE ENCLOSURE IRRIGATION DETAIL 2 CU. FT. PEA GRAVEL 4 COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR bltA Date S NO SPLICES SHALL BE MADE BETWEEN CONTROLLER A.Nb RE(.AOTE _pJ_l,M_ t APPROVED BY ( ✓ ��� (� IR�CE O 249 PRESSURE SUPPLY CONTROL VALVES Q. p. P /Vy�W L - 33 LINE FATTING CITY ENt3iNEER �� f ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO p PRESSURE SUPPLY LINE IOTR21 ANO BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER y v Design tAss A. PlIerrtr I c�Cd SYSTEM PRIOR TO ACCEPTANCE W O f MB[FCI[!ft 0 .ID' .: L. Piero l/i I ALL ELECTRICAL DEVICES SHALL BE GROUNOED PER LOCAL CODE t plattrG AIIN Viejo.CA 926" AA/PIIP.M tY. C1TT OF RA.NCI[o Cl7cAMONOJL cAl.iPORMA * Date 1} QfaVva WINN IFu: (9419)41 "1 f•1 • t,.Na,N•,LAr CITY OF RANCHO CUCAMONGA, CALIFORNIA Pbowe; (99)414"159 S11at CITY OF RANCHO CUCAMONGA. CALIFORNIA - ••"°ABED 111•°,•RD •L• LP �� of 9 „ u v91•T B►uci Boat CONTROLLER ASSEMBLY Sf No. 338 ��' INSTALLATION - TYPE A 1 Chockod TIERRA GROUP Drawing No_L C aPHCvCO 1• 3r•�D•RG •-•� �•`. YR 1M MTM fi►M•M /PtCY 4N•I{IM PVit MMR(O•t TRI[TIAr tAQT Ir I of CA�� j4,5 y/(•� QUICK COUPLING VALVE WITH METAL sn t11lrl211"rs _,75 - C:r• nc,.Ill ;.;..I( USE W.I. SI•.OANO SPEC.F.C•I.O..S FOR ►uh.0 WORN% CO.•,IRUCTlO.. undurspe ADcNRMure/(•tannin` `q STAKE - FOR VON-TURF AREAS • C" ori• .••(i USC .,I.. V.."RO 1010IK.I'041 10R PVI.•C WORN, CO«St•UCIiOr f;C 24YS) S-CCS : 'T I S••EE' _r _. _ CA LtcYlLae PROJECT SUEET NO./H✓ OF I - - - h .- - _- . - .. _ CITY OFRANC`1f0C1tCAMONGA 1.03 SUBSTMrnONS K Automatic D. AtaenF+lies PLANTING AND IRRIGATION SPECIFICATiONS A Ifthe Contractor wishes to substitute ashy apip so or msterish for the equipment or materials listed an the Drawings and Specifications, he may do sob)providing the following nformat ion to the City of Rancho Clucamonga for approval: 1. Automatic oontrolle rfs)hall be of site and type shown on the Drawings. t. Raring of sprinkler'irrigation lies as indicated on the Drawings is dialp no stic. Ird/+H lines(and various one rhblies)in such a manner as to exxhfomh with the detain in the Drawings.SPRINKLER IRRIGATION SPECIFICATIONS 1. Provide a statanrt indicating the reason for making the substitution. at. Llse a separate sheof paper for each item to be submitted 2. Final location of stromatic aintroner(s)shall be approved by the City of Rancho Cucamonga 2. ielnll NO multiple assemblies in ptotic lino. Provide each saaembty with it,own outlet - others. I-GENERAL 2. Provide descriptive catalog litersture,performance charts and flow charts for each ten to be suhstkuted. 3. tWo s otherwise noted on the Drawings.the 120 volt electrical powerto each automatic controller location is to be ft"iheed by 1.01 DESCRIPTION others. The find electrical hook-up shall be the responsibility ofthe Contractor. 3. Install oil assemblies specified herein n s000rdanoe with reespodive detail. in absence of detail drawings or Specifications ). Protide the amount of oost savings ifthe sutsMtRed•lets it approved. pertaining to specific karu required to complde work,perform such work in accordance with best standard v-:aioe with prior L,. Electric Castrol Valves: approval ofCity of Rancho(Lc:anxhngs. A Scope of Work: Provide all labor,materials,transportation,and services neaassary to tbmish and into"the Irrigation"em n shown an B. The City of Rancho Cucamonga shall have the sok responsibility in accepting or rejecting ray submittal tem as an spprow eepral to the the Drawings end dumbed herein equipmc>x and materials listed on the Drawings and Specificai ions. 1. All electric control valves shall be the time site and type shown on the Drawings. 4. PVC pipe and fittings shall be thorougjhty cleaned of did,dust,and moisture before installation. Installation and solvent welding H. methods shall be as reeoxnmaheiod by the pipe and ftttng manufacturer Standards: All work and materials shall connply with govemng coer des,safety ordstandards,and regulations,and meet the min' TE imerm 1.06 OIIARANE 2. All electric control valves shall have a manual flow adjustment S. On PVC to metal cxs nactio s,the Contractor shall wait the metaloonnediohs fret. Teflon tape or approved equal,shall be used requiremernts ofthe Standard Specifications For Public R'orlcs Construction(Chem Book)latest edition. A The Sum wilee for the irrigation system shall be rn ede in accordance with the onsdhad farm The(teres I Conditions and supplenollary 3. Provide and install one control valve box for each electric control valve. ere all threaded PVC to PVC,and on all threaded PVC to mail joints. Light wrench pressure is all shat is required. Where 1.02 QUALM ASSIrRANCE alt RF.QI IiRF,MFNTS Conditions ofthese Specifications shall be filed with the City prior to acceptance ofthe irrigation system. threaded PVC connections are required,use threaded PVC adapters into which the pipe may be solvent welded. RL Castrol Valve Boxes: A Permits ana d Face: The Contractor shalt obtain and pay for any and all permits and all observation as►equttl M. B. A copy ofthe Ouararlee form shall be included in the operations and mainto sane manual. E. Line Clearance: 1. (Jae 10"is 10-7/4"round box for all gate valva. Carson Industries#910-12B with grew bolt-down cover or approved equal. B. Marmdaanee4 Directions: Manufadurces directions and detailed drawings shall be followed in all cases where the mtrnrfacturas of articles C. The gusranee form shall be re-"red onto the Contractor's letterhead and shall contain the following inforrnation: Extension sleeve shall be PVC with minimum size of six(6)inches. other and twelve (12){. AN tithes shall have a mnrmhm clearance of six(6)incus from each itches from lino of other trades,with used n this Contract furnish directions covering points not shown n the Draw and Specifications GUAitANTEF.FOR IRRIGATION SVSTEh1 2. lhe9-IR"x 16"x 1 V roctexgular box for all datric control valves. Carson industries N 1419-12B with great bolt-dawn cover the exception of the control wire sleeve(s)which shall be installed adjacent to presmhre supply line. Parallel Inca shall net be C. Ordinances;rid Regulations: All local,municipal and state laws,and rules and regulations governing or relstngto any portion chants work a approved caput. installed directly over one another. we hereby incorporated into and made a part of these Specifications,and their provisions shall be carried out by the Contractor. Anything Welheehy Vtoriteethst the irrigation system we have Aanished and nsttnod it flee irom duseds in materials,and work. anship,end the work has been F. Automatic Controller Assembly: contained in these Spexificationc shall net be construed to conflict with any ofthe above rules, regulations,or requirements of the same. cosrplaed in acaxrdanoewt h the lkswngs and Spoetfications.ordinary wear and tear,unusual abuse,or neglect excepted We agree to repair or replace 3. the 6"darnder x 8-3/4"deep round plastic valve box for all quick coupling valves. Carson Industries M 609-12 with green flex- However,when these Spcxifications and Drawings call for or describe materials,workmanship,or construction of a better quality,higher any olfe is in material or workmanshipwt it may develop during the period of one year from date of acceptance and also to repair or replace any darnage lock cover or approved equal. xufaaurer•a instructions. Remote control valves haft be connected to controller in numerical sequence u shown ere the standard,or larger size than is required by the above rules and regulations,the provisions ofthese Specifications and ikavvngs shall take resultngfiarththe rapassingor replacing of such ekfects at no additional costs to the City. We shall make such repair Install u per me replacements or replaments within a reasonable precedence.. tease,as determined by the Crafter tten y,aftreoeipt of wrnotice In the event of our failure to make such repairs kr replacenxuxts within a reasonable tune 4. 1Ise 9-IR"x 16"x I V redangularbox for all electric control valves installed within gr on-grade landscaped areas. Carson i dustr;ta Drawings. after receipt of writlam notice from the City,we authorize the City to proceed to have said rep sin or replaoemens made at our expense and we will pay # 1419-12B with green loft-down cover or approvod equal. D. Explanation of Drawings: the costs and charges therefore upon demand 0. Ifigh Voltage Wiring for Automatic Controller i. Due to the Sale ofthe Drawings, it is not possible to radiate all ofI'seta,flung,sleeves,dc.,which may be required. The PROJECT: &A SflieGf �ICeC/a/I Island S. Ilse 10'x 10-1/4"round box for all quick coupling valves installed within on-Aructure landscaped areas Carson Industria No. I. 120 volt power connection to the automatic oontroller hell beprov;ded by the Contractor. 910-121f with grow bon-down sever or approved equal. B)Y' 9- 5&e,_-t �G/[4ClJf &t4a/es 6 Rdr_ C M�- 2. All ale aria}work shall ocnform to local codes,ordinances,and union authorities having juuisQiction. Contractor shall carefully nvezeigate the structural and finished conditions affecting all ofhis work and plan his work accordingly, // N. Sprinkler Heads: fumiJxd such fittings,dc.,as may be required to mat such uondaions. Drawings are generally diagrammatic and indicative of LOCATION:.-�I thework to be installed The work shall be installed in such a maxum as to avoid conflicts between the irrigation system,planting H. Renate Control Valves: and architectural features. SiGNED: 1. AN Ipridclerheads shall be ofthe same size,type,and defiva the same rate of twocipilstion with the diameter(or radius)of throw, pressure,and discharge as shown on the Drawings andlor specified in these special provisicna. L batall what shown on the Drowngs. Where grouped together,allow d least twelve(I 2)itches between o4ocet valve boxes. 2. A I work called for on the Drawings by notes or details such be famished and installed whether or net ca rrrentioned in install axil ranete control valve n a separate valve box the specifications. fi HY ADDRESSED: 2. Spiny bads shall have a nrcw adjustment. PHONE: DATE OF ACCEPTANCE: ). Rises anis shall be fabricated in accordance with the details shown on the drawings. 1. Rushing of System: 3. The Contractor hall rid willfully install the irrigation system as shown on the Drawings when it it obvious in the field there o6etn"-w®rade diffeanea or discrepancies in area dimensions exist that might not have bean considered in engineering Such I. Alla all new sprinkler pipe lines and risen are n place and oannat d,all necessary diversion work ha been oompleted,and prior Ban g PART 2-TRODiICTS 4. Riser nipples for all sprinkler heads shell be the some size as the rise opening n the sprinkler body. to installation of sprinkler heads,the control valves shall be opened end full head of water used to flush out the system. obstructions a differences should be brought to the attention of the City of Rancho Cucamonga. In the event this ndificatirn u sa rid performed,the Contractor shall assunhe full responsibility for any revision ne'LYsa srv. 2.01 MATERIALS 1.03 SUBMITTALS 5. All sprinkler heads ofthe same type shall be the same manufacturer. A General: Use only new materials of brands and types mated an de awinga, specified herein,or approved equals. O. Sleeving• 2 of RanchoSprinkler a b shall be Cucamonga installed only arta flushing ofthe system has bosh aoeehtplihed to the complete satisfaction ofthe city A Material list: B. PVC Pressure Main Line Pipe and Fittings: 1. Skewing sew*harduape orpaved sea for mainlinse,lateral Ines or control wiring shall be Schedule 40 P.V.C.or approved equal. J. Sprinkler Heads: I. The Contractor shall fienish the sitida,equipmen materials,or process"specified by name in the Drawings and Specl{katiom. No substitution will be allowed without prior written a 1. Pressure main line piping for Sias 2"and terga sun be PVC Clean 715. I. install the klot hada as dei sled on the Drawings ler heads to be installed n this work shall be equivalent n all p approval by the City of Rancho Cucamonga. P. Vandal Resistsrt Controller Fndoathrc: �^ &t ?� �k � respects to those terttized- 2. Cls=315 pipe shall be made from an NSF approved Type 1,Oarde!,PVC comprnrnd oarfonnshg to AST NI resinspecification I. Controller enclosure shall be of size and t shown on the Irrigation Drawn and Irrigation 2. Complete material list shall be submitted prior to performing any work. Material list hall induce the mamrfadutrQ,Ihhedel 131784. All pope mars med requirements as ser forth n Federal Specification PS-22-70,with an appropriate standard dimension Yoe Bst $+ gation Dclail street. 2. Spacing ofhesds shall net exceed the maximum indicated on the Drtvvnge. In no ase shall the spacing exoeed the maximum number,and derhniptim of all materials and equipment to be used. Although manufacturer and other information may be different, recommended by the manufacturer. (S.D.R.)(Solvent-weld Pipe). the following u a guide to proper submittal format: 2. A backboard the"he seahrrd to the controller enclosure housing to protide a base for mounting the automatic sprinkler controller hem o- DMTiriticitm ufad� Model No 3• Pressure man line piping for sizes 1-1/2"and wiener shall be PVC Schedule 40 with solvent welded joints. and terminal trip. 3.04 TEMPORARY REPAIRS 4. Schodmle 40 pipe shalt he made from NSF approved Type 1,Orade I PVC oompound conforming to ASTM resin specification 3. A 117 volt duplex box shall be provided with an OnI(Wswhch,and a 117 volt receptacle. Metal conduit shall run from the 117 1 Backflow Preventer Feboo 825-Y-BV 131785. All a must mea requirements as set forth n Federal fiction PS-21-70. voltsupply to the controllerhousing All power within the housing shall be properly phased. The City reserves the right to make temporary repairs n necessary to k the sprinkler do 2 Automatic Controller Calsense ETI-24-DrL. Pp � �� rids b}•the City shall rid relieve the Contractor ofhis responsibilities under the terms ofthe guaranteespecifiedipment in condition. The exercise of this 3 Martex Valve xnsc WTi 4. Ateeminal strip shall be v 4 Etc. 5"W S. PVC solvent-weld fittings shall be Scadunle 40,1 1.1 NSF approved conforming to ASTM tea procedure D2466. provided, n inB the Proper Pow of eavleot;on of all appropriate wiring(station valves masts Etc t=om- valve,common,central control). 3.05 EXISTING TREES 6. Solvent canon and prima for PVC solver-weld pipe abet fittingsthan be of type and installation methods presed by the Q. M�{{e1�Irrigation Equipment: manufacturer. Whore t is neaeasary to excavate adjseeo t to ehosting tinea the Contractor shall use all possible ewe to avoid injury to tree and tree roots. Excavationvalve,boxes,de. No copies of manufacturer's literature(catalog was)art required as submitral information. n Irrigation tutrrtiCa}mut bespecific and oahplde. All items timing by tiled and should include sofvon primer,wire,oamectara uanth rea%fit two(2) and larger roots be ookur shall done hand. All roots two(2)aches and larger in met diaer,except directly in the path of 1. Refer to the Irrigation Plans for sizes and types of miscenanems;irrigation equipment. ppb or conduit,shall be tunneled under and shall be heavily wrappod with burlap to prevent scarring or excessive drying Where a ditching machine is 7. All PVC pipe stmrat boost the following mtrkngs run close to trees rods smaller than two(2)inches n disrnaer,the wall ofthe trench adjacent to the Vex shall be hand trimmed,make dean was 3. Equipment a materials installed a fumishod without prior approval ofthe City of Rancho Cucamonga may be rejected and the B 2. All miscellaneous irrigation equipment shall be as specified or approved equal. through Roos one(])nth and larger n diameter shall be panted with Iwo costs of Tree Seat,or equal- 1'rehches adjacent to tree should be closed within a. Nominal pipe shame twenty-four(24)hours;and where this is not possible,the side ofthe trench adjaoLvd to the tree shall be kept shaded with burlap or canvas. Contractor may be required to reprove such materials from the site at his own expense. b. Nannal pipe size TART 3-F.1�Ct rTION C. Schedule or class 4. Approval of try tern,•kemative or substitute indicates only that the product or products apparently mod the roquirto tea a ofthe d. Preweure rating in P.S.I. 3.01 OBSERVATION OF SYTF CONDITIONS 3.06 FIELD QUALITY CONTROL Drawnp and Specifications on the basis ofthe information or samples submitted t. NSF(National Sanitation Foundation)approval A Adjuwtmsaht ofthe System: f. Date of extrusion A All scaled dimansions are approximate. The Contractor shall check and verify all size dimensions and receive I S. Manufacture's warm its shell net relieve the Contractor of his liability under the guarantoe. Such warranies shall only sh{+{+ruv: flan the City of supplement the guarantee. E. AN fittings shall bear the manufaaurer"s name or trademark,material des; stion,size, liable I.P.S.schedule and NSF seal Rancho Clcamcnga prior to prext<dng with work ands this Satirn. 1. The Cotractor Pram Ash and adjsh!all ler heads for sprinkler apfimum performarhex and to prre^en overgray aro walks,roadways, � � � � aPP• and buildings as much as possible. of approval. B. Exercise extreme care n excavating and working near exists utilities. The Contractor shall be able for dams to utilities wrhicfi B. RECORD DRAWINGS: B B B ►esPons� ger C. PVC Non-Pressure latera)l.ix inare causal by his operations or negim. Check existing ulilkies drawings for existing utility locations 2. If t u datemtneed that adjustments in the urigstion equipment will provide proper and more adequate coverage,the Contractor E sun make such adjustments pnor to platng Adjustments may also include changes n nozzle sizes and degrees gena of areas required 1. The Contractor shall provide and keep uhp-(o-0ste a oomptde record std of btudirse ozal;d prints wrrikfi sxsH he oonccted daily, C. Coordinate installation of sprinkle materials including pipe,so them shall be no interference with utilities or dna construction a difficulty ovary change from the original [)rawngs and Specifications and the exact installed locations, size's, and kinds of 1. Non-ptras we buried Iteral line piping shall be PVC Schedule 40 with solvent-weld joints w?han installed n planting arias. in plaxnng trees,shrubs,and grwuhd covets. 3. Lowering mined sprinkle hods by the Contractor shalt be accomplished within ten(10)days arta notification by the City.equilxrnat Pries for this purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drowngs shall bekept on the site and shall be used only as a record set. 2. Nmprasure lateral line piping maned underpaved teas shall be PVC Schedule 40 with solvent welded joints. D. The Contractor shall carefully check all grades to satisfy hirmselftht he may safety proceed before starting work an the irrigation system 4. All sprinkler beads shall be ad perpendicular to finished grades unless otherwise designated on the Drawn®. 2. The Contractor shall make nest and legible notations on the record drowng progress heda daily as the work praxeds,showing 3. Pipe shall be made from NSF approved,Type I,Oradell PVC compound conforming to ASTM resin specification D17E4. All 3.02 PREPARATION the work as actually installed. For example,should apiece of eyuipmeru be installed in it location that does net match the plan, pipe must med re{thireme is set forth in Federal Specification PS-22.70 with an appropriate standard dimension ratio. S. Ran Bird EFA-CP-PRS valves will besd perm+rrufadurea specification sothst each leteral operates at design pressure. the Colractor maw ndiciecthat equipment has been relocated in a graphic manner so as to match the original symbols as indicated A Physical layout: B. Testing of Irrigation System: in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record drawing plan at 4. Except a nscted inparagraphs 1,2,and 3 ofth;s section(2.01B),all requirerlerna for nonpressure lateral line pipe and fnnip shall the proper time, be the some as for solvent-weld pressure mainline pipe and forings as ad forth in sed ion 2 01 H ofthe Specifications. I. Prior to installation,the Contract or shall aim lake out ail pressure supply Ines,routing and location of sprinkler hods. 1. Ilse Corstnda shall request the presehoe ofthe City of Rancho Cuscamengo in writing at lase 49 hours in advance ofteatng 3. Before the date ofthe final observation,the Contractor self transfer all information from the"record drawiing"prints to a sepia D. Brass Pape and Fittings: 2. All layout shall be approved by the City of Rancho Cucamonga prior to nstanst;on. 2. Tet all pressure Ina sada hyolrostatic prrasntre of 1 SO potineis per square nth and prove wsteriign. malar a similar aryls material. erpangandia shall be made through the the city for obtaining said sepia mylarexpressly or similar mylar 1. Whar indicated on the Drawings,use red brass screwed pipe omformb gto Fodersl Spedfxcation lWW-P-351. material. All work shall be s waterproof India ink and applied to the:rap,, Ki a tel&Es pen made Cast-sly for use m myons B. Wates Supply: Note: Testing ofpressure man Ines shall occur prior to intonation ofthe electric control valves material. Such pen shall be similar to those manufactured by Rapidograph, Kueffel&Esser,a Fahy Castell. The dimensions shall be made as to be easily,readable even on the final controller chart(see Section C). The signal mylar"record drawing"plan 2. Fittings shall be red brats conforming to Federal Specification NWW-P-460. I. The irrigation system shall be cemseded to water supply pont(s)of oorinextion a indicated on the Drawings. 3. AN pip ng under paved areas shall betoted under hydrostatic presserre of 150 pounds per square in and prow-wsteriight prior shall be submitted to the City of Rancho Cucamonga for approval prior to the completion ofthe controller chart. to paving E Copper Pipe and Fittings 2. Connections shah be made st the o{gproxnhstc location(s)sown on the[sowings. The Contractor is responsible for miner changes 4. The Contractor sol)dimensionadef from two(g i permanent petals of rederenee,such as building comers,sidewalk udgea,road caused by actual sue conditions. 4. Susan promren line fond las than six(6)hours. If leaks develop,replacejoints and repast test until entire tyles is prover ineaaeations,dc.,the location ofthe following items: I. Pipe: Type K,hard tampered. l Electrical Supply:A. Connection to existing water lines. 2. Fittings: wrong)!copper,solder joint type. C. r watertight. Is. Connection to existing electrical power. 5. All hydrostatic teats shall be made only in the presence ofthe Ocner l Contractor and the City of Rancho Cucamengs. No Pipe C Gate valves. 3 Joists sun be sotdercd with silver solder,45%silver,15% 16% 24':a I. Electrical connections for any and all automatic controllers shall be madeto electrical point(s)of omrtection as"coted an the shall be bac filled unit t has bosh observed,last coPT'er, arc, dmivm,solidus at I I23 F,and tiger;dm at Drawings. ed,and approved n writing d. Routing ofsprinkler pressure Ines(dimat-tion max. 100'along routing). 1145'F. 6. Fumih necessary force pump and all othertest equi f. Routing {hntern e rimerof'rinkler control valets. 2. Connections shall bemade at the approximate loatan ion(s)shown the Drawings. The Contractor is responsible for minor change control wiring and locations of all splice boxes. F. OttValve cause by&just she conditions. 7. Nk%m the irrigation system is completed,perform a coverage text n the presence ofthe City of Rancho Cucamonga to ddertnne g. Quick uta for g valva. ifthe water coverage for planting areas is complete and adequate. Furnish all materials and perform all work roquiredto carred Is. St err related for future eovnexciona. 3.03 INSTALLATION any nadeluacies of coverage due to deviations from the Drawings,or%-here the sy9ten has been willfully installed as indicated i. Other related equipment as directed try the City of Rancho Cuamrngs. 1. Ba}i Valves(1 iii"and smaller) on the Drawings,when t u obviously inadequate,without bringing this to the attention ofthe City of Rancho Cucanxonga. This 3. On or before the date chane foal field observation,the Contractor shall deliver the corrected and oorrhplded sepias to the City of A. Bad valves shall he a 1251b SWP bronze valve with threaded ads and shall be expxipped with a stainless steel handle. A Trenching- baa shall be Ings, hen it before any ground coves i out bei Rancho(lscanxnga. Delivery of the sepias will not relieve the Contractor ofthe responsibility of fumisfing required information b. Ball valves shall be Nibco T-585-70-66 or approved equal. that may be omitted from the prints. a All Ball valves shall be installed per derail. 1. follow !night and support D Pape continuouslyasnot rn bottom oftrehch. Lay pipe to an even grade. Trenching elccavation sol) E. llporh oonpldion of ash phase of work,the entire rystern sial)betested and adjusted to reed site requiernena. follow•layoxt indicated on the[raw rigs and as noted. C. Controller Charts: 2. Resilient Wedge(sate Valve(2"and lugs) 1 3.07 MAINTENANCE 2. Provide for a minimum oftweny-four(24)itches cover for all irrigation Ina installed under paving or hardscapeng 1. As-builts drawings shall be approved by the City of Rancho Cuamrngs before controller charts are prepared a• Resilian Wedge Gate valves shall be epoxy coated and equipped with a 2"opmatng me. A The enure irrigation"am shell be under full automatic operation for a period of seven(7)dsys prior to any plantng Is. Resilient Wedge Gate valva shall be No.403 RT-RW u supplied by Watts or approved equal. 7. Provide for a mininmtm oftw•ony-fan(24)itches cover for jilt pressure supply Ines ofthree(3)inches or large n diameter. C. All Resilient Wedge(isle valves shall he installed per derail. B. The City of Rancho Cucamonga reserve the right to waive or shorten the operation period. 2. Provide one controller start for ash orntroller sequence. 4. Provide for a minimum of eyghtesah(I 8)itches cows for all pressure supply linea of two and one half(21/2")isdsa or smaller 7. The cwt null show the zea controlled by the aotomatic oarnrofla brna shell be the maxinnhm size which the cesttoHa donor will Quick3.0E CLEAN-11? Valuer: 5. Provide for a minimum oftwelve(12)itches for all non-premwe Ines. allow. portion progresses Refile and excess dirt shall be snow flom the site,all walks and paving shall be bloomed I. /dc iin valves spall have akst-up sled bertude a each of work Qu exxgr g brass,two-piece belly cosigned for working preashrre of 150 P.S.I.P316. Provide for a minimum cows of ei cern 1 S oche for all control wiring a washed y g app gist condition. Bbl ( ) g down,and an darnage sustained len the work of others shall be repaired to its ori 4. The dart it to be a reduced drawing ofthe actual installed system. Hdtveva,in the Ivan the controller segnehox is rid legble 2. talk ►in valve hall be blit with a talc a k K size and t hjill be as shouts rn the Drawings. when the drawing u reduced t shall be enlarged to a size that%'ill be refillable when reduced Qu asp E goers qui eathpl h. ry )pe Bs 7. Refer to City Standard 120'Trench Repair"when within City scrods susoeptiMeto traffic losds S. The chart shall be a black line or bluelne ozolid print and a different color h4 be used to ndiatethe area of ooverage for each H. BacklTow•Prevention Units: B. Backfilling station. i. Backflow prevention unit toll be of size and type indicated on the irrigation bswngs. Install beck flow preve ntirn units in 6. When ed and a000rdanec with the Drawnp 1. Thetrehdnes had rid be bw*fifled until all required tats are performed. Trenches hes shall be care fbity backfilled with the excavated earrielet approvexl the chart hall beherrrxtialFy sealed between two pieces of plastic acfi piece berg a rrhihimertn materials roved for backfilling,consists of earth,to 20 mils. s'PP B arra,sandy day,sand,a other approved materials,free from large coda 2. Wye strainers at back flow preveanion units/half have a bronzed screwed boy with 60 mesh mmei to and shall be timilar to of earth a stones. Backfill shall be mecthanicalty compacted in landscaped areas to a dry density equal to adjacent undisturbed 7. These charts shall be completed and approved prior to the final field obsavation ofthe irrigation system Bailey#I 00B or approved equal. soil in planting areas. Backfill will conform to adjacent grodes without dips,sunk areas,humps a other surface irregularaies. D. Operation and Maintenance Manuals: 3. All prom"man line piping between the poin of connection and the backflow prevents cull be installed as required by local 2. A fine granular material backfill will be initially placed on all Ines. No foreign matter larger than one-half(Ver)inch in size will oode. The Contractor shall verify with the local governing body as to material type and installation procedures prior to start of be permitted in the initial backfill. 1. and deliver of'Rancho within ten calendar da construction. Submit chap drawing for approval. 3. Flooding oftreshcha will be permitted only with approval ofthe City of Rancho Cucamonga. Piper City Asarrxrhga ye prior to oontpfdion of ainsWdion,Mohard-corer, City 4. IfatllanehtoccursandsedsexTualtdjostrnrdsnpipe,valves,sprnkfaheads,lawn,planting a other constructionweneoessuy, DESCRIPTION OF REVISION Date A. Ithdae shed which states Contradars name,address,and telephone number,and which lies ach installed I. Swn check valva 2"and smaller shall be 200 W.O.O.bronze construction with laoe+bk lion, the Contractor shall make all r ttiirod adjustments without cost to the Cil Approved epi egnripmel g Pard rap oorrh{+os'• neoprherne,ear el 1 y. and material tem including names and addirmes ofmanufajures local representatives, rubber disc and shall med or exceed Federal Specification Nk W-V-511),Class A,Type IV. It. Catalog and parts sheets on every material and equipment Bern installed under this Contract. C. Trenching and Backfill Under Paving `�M sC,46 r CITY O F RANCHO C U CA M O N G A C. Guarantee statement. 2. Anti-dish valve shall beofhavy duty virgin PVC construction with F.I.P.dread inlet and outlet. Internal parts shall badminton r: I. Trenches located under areas wherepaving,asphaltic eanoret Q .� d Cahptat operating and maintenance instructions on all major equipment. steel and nooprehe. Anti-dean valve shall be field adjustable against ohrtwouf from S l0 40 feet of htad. Anti dean valve stuell P 6 saPll 0.or concrete will be installed hall be backfilled with sand(a layer ,`� �Gj ^,��y be similar to the Valcon*ADV"or approved equal. four(4)inches below the pipe and six (6)itches above the pipe)and compacted in layers to 950o compaction,using manual o C7 2. In addition to the above rrsenioned maintenance manuals,provide the Cty"s maintenance personnel nel with instructions for major f rX I I , equipment and show evidence n wrtingto the City of Randio Cucamonga at the conclusion ofthe project that this service has boon I Control Wiring "i LANDSCAPE IMPROVEMENT PLANS rendered Signature medsniao tamping ereviexs Trenches for piping shalt be oorrhprded to equal the compaction of the exiling adjacent sane-;stashed t1 � �a 1. Except as mated adhervvishe aarrhedirnw between the interrsfic eonttones and the electric oontrof valves shall be made with direct soil and shall bekdt n a farm unvieldng omdaion All Uerndxes shall be left flush with the adjonng grade. True Cotrador shall G- � �-,,� RANCHO C U C A M O N G A - SPEC 1 E. Equipment to be Furnished: trial Lids"%ire:kU'(i-t I.F.600 vok Castrol wiring installed n control wire conduit within structure shall be medc with AWO- ad n place,cap and pressure test all piping under paving prior to the paving work. Date ` Tvk'sulidapperwire. Pnkxwimahallbeadifferent color wirtfor each automatic"troller. Common wires shall bewhitewith � y_3°-° 6TH STREET MEDIAN 1. Supply sa+part of this contract the follexvingtooh a dfferad color tris for each stomatic eorstroller. Install n accordance with valve manufacturers specifications and wire chart, 2. Oerseralty,pgng under existing walks u done by jacking boring or hydraulic driving,but where any aping a breaking of `.1 Iii ,36�� �\ In no case shell wire size be less than#14. sidewalks and/or concrete is necessary,t shall be done and replaced by the Contractor ass pari ofthe Contract oust. Permnission % q -n a. Two(2)sda of special tools required for ran r.qn&disas_semhling and adjusting act type of sprinkler and valve to wt or break sidewalks and'or concrete shall be obtained from the Citof Rancho CucamongaNo hydraulic driving will be E re \stir supplied m this project. 2. Wiring shall occupy the same trench and shall be installed along die same route as pressure supply or lateral Ines wherever permitted under eonaete paving > B �F AL .STATION a2 + I3 TO 92 + 60 b. Two(2)fins-rad valve keys for operation of gate valves. possible - IRRIGATION SPECIFICATIONS C, Two(2)keys for each automatic controller. 3. Refs to City Standard 120"Tread+Repair"vvlheh within City tress eeaoq+tibkto traPRe bah. AN DSL' "IC"', t " I/ DatC $ 1` d. One(1)quick coupler key and matcihng hoar swivel for every five(5)or fraction thereofofeach type ofquick 3. Wheren"ethan ase(i)wireisplooedn strench,lhewiringsmall betapedtogether at intervals offifteen(15)fed O` '4 APPROVED BY f �'/,f �aaupingyaleeinsued- t ` A PtF, C CITY ENGINEER - ` ` �W I ,&( RCE - - 24953 4. M mansion ocrri hall be provided within throe(3)feat orfesch wire connection. Expansion cul heft be of suffirien length st � 2. The above mentioned equipment hall be turned over to the City a the aonctusim ofthe proles. Before fntl observationcan exit spinoe o mnedhonst ea(ih cleklric control valve,to that in ase of repair,the valve bonnet may be brought to the surface V Design Lias A. PiKrcY R om nded� occur,evidence that the Cay has received material must be shown to the City of Rancho Cucamonga. without di"virsectngthe control wires. Control wires hall be hid loosely n trench without stress or strdchng wire conductors. . s Matr A.Gisela Signature L. Pierce 1.04 PRODt1CT D)FIIVERY,STORAGE AND HANDLING S. All splices hall be made with Scotch-Lek#3576 Connector Scaling P+dka,Ranhird Snap-Tile wire connectors.,or approved � Alba Viejo,CA 92656 equal Make only one splice with tadn aerineaor sealing pacer. Prone: (949)444159 Sheet A handling of PVC pipe and flings: The Corhtrador;a oaut;rnedto exercise arch handling baring unloaoting,and storing PVC pipe and * Daft * Drawn Fu: (949)44bl-6163 L-8 Of 9 fangs. All PVC pipe shall be transported n a vehicle which allows the length ofpipe to lie flat so as not to subject t to under herding or a 6. Field splices between the automatic controller and electric owgrof valves will net be snowed without prior approval ofthe City P LP concentrated external load of any point. Any section of pipe that has been dented or damaged will be discarded,and if"a lied,shall be of Rancho Cucamonga. tJfgT�No 338 \ Checked FCAA TERRA GROUP replaced with new piping, OF CA \� Drawing No. LP ndthcape Architecture/FUnnin6 �[ & s8 -�L. Lkvnst 33388 1 __ - . I I ­ ­ I . I I - - - - I -- ill-_. PROJECT SHEET NO. OF 3.09 FiNAL SITE OBSERVATION PRIOR TO ACCEPTANCE Tres 24"box!larger I year 4.03 Soil Amendments: Trees 13 gal.A smaller 1 year A. The Contractor shelf operate each"an it its entirety for the City of Resod ta Cuarromp at time of final observation. Arry items deesi Shrubs All sizes 120 days Soil in sendmeros shall be as recommended in the Agronomic noih report X ER i S CA P E ASSESSMENT SYSTEM SUMMARY Ground Cover 120 days not acceptable by the City of Rancho Cucamonga shall be reworked to the con,Ice satisfaction of the City of Rancho Cucarromp Bedding Mao 120 days 4.04 Troy Shaka: Lawn(sod) 120 days POINTS REFERENCE B. The Contractor ial!show eviderme to the Citof Rancho Cucamongathat the Cit has received all socensories,charts, I Awn(�) 120 days from first mawng Tarot takes shall be lodge pole pit tree stake.See tree taking detail on plans for further information. City Y �'roeora������ I. LANDSCAPE int Value] CLAIMED (Sheet#/Ref. #) equipment u required before final site observation can occur. ones-if es begin after the project aooehtowe by City and at the and of the 1 a0-day maintenance period. Landerore Contractor PART 3-GROt IND COVER AND FIEDDiNG PLANTS � 3.10 SITE OBSERVATION SCHF.DIR.E doll replsx and plant all materials which have 1. Water conservingtants. 20 died within the time s stated above, at no 3.01 Scope of erotic: p [ ] span Dost and within 5 dayndc a from raceiei,g r City. 2. Turf limited to 25% (45% residential.[20] A The Contrader aha!!be re;petdMe for ndi}ying the City of Randle Cnsanxarga ra advance for the fallowing observation medng:,.00erdinhW not ice nein the Landscape Architect or City. Provide all enata»b and equripniet end pa Sm., all work necessary for and incidental to ratafing all Wand Dover and bedding plants,a owe vi on Alam, to the time indicated If dead material is nd replaced and planted as reasonably implied,or delineated in the specifications. 1. Pro-Job Confwmce-7 days within the 5 day period,City may replace dead 3. Plants grouped by watering need-[101 material with new material and charge the 3.02 Bedding Plants: 2 Prastne supply line installation-24 horn Lndhtape Contractor for all expenses in cuffed. 4. Hardscape (non-irrigated)surfaces.[10] B. Casttnsotikn Materials: The oero»dor shah sranlee all workmatsh' and srhaterish for aft site devel Pacinian and Armwsh: Provide nanny container grmrrt plats from a recognized mrsa'y,and of the aporia and variety shown on plans. 3. Lateral Inc and sprinkler installation-24 ham Eu p °pmest,for a period of one year from 5. Permeable paving.[5] date of final soueptance ofprojod. 3.03 Ground Cover: 4. Automatic oontroller installation-24 holm 6• Low-water turf varieties.[5] 1.0E Material and Labor Rebases• Grand Cover: Provide grand Dover often species shown on Groundplane. Grod Dover soft be estatpfished and well rooted in Rats or similar eorts. siee 3. Control wire installation-24 hours of the 7. Mulch provided in non-ground cover areas.[5] Upon completion orfs,the Canerador stall preset to the City,signed copies clot labor and srnater»h releases for all work perfomhed ender Site 3.04 Mulch: Development. 6. Pressure supply line and lateral line testing-48 holm Mulch: Shall be of eorMadesd wood chip fiber. S. Soil amendments.[5] 1.09 Disposal and Clan-ftp 7. Covengeteat-4a nam 5.03 Coordination: Total Points Claimed: Remove off waste materials(including excavated material clnsifrod a u nacceptsMe soil nwt riaf),trash and delxis generated or encountered during the 8. Final observation-7 days owne of landscape conslrudion,and legaIty dispose of it. During the worse of the work,remove surplus materials from the site and leave premises in A. Dorod hmpbm delivered to the job site until site conditions are ready for platting. If planting is delayed,keep plant rods moist and place [Minimum Points Required: 601 a neat and ci<:n anc�ERion. Clean tip and remove all remaining debris and surplus materials upon completion of'work,leaving the premises new and cacao. in a sheltered location protected from the sun,wind and other damaging dements B. What observation have been conducted other than the City of Rancho Cucamonga,show evidence in writing of when and by whom thele The site shall be cleaned upon the request of the nspedor. observal ions were made PART 2-EXECITITON B. Soil preparation and fine grading shall be completed and troes and shrubs installed prior to bedding plats and grand cover planting II. IRRIGATION[Point Value] C. No site observation wtTt owvnm ewdhmo"As-limit"reooxd drawings. The cont, dor shaft not call fora sAe visit without•Ao-Btrik-nem 3.06 tmtanatim: 1. Low gallonage irrigation system.[20] drawings,without completing previously noted corrections,or without preparing the nater✓,for said visit. 2.01 Protedion: Keep atl plait mataid defivaed to skein a healthy condition far planting Plats soft and be allowed to dry out. Reform stock shall be separated and Plant Wound cover and bedding plats in moist soil and Vice as radiated on plan. 2. Automatic controller.[20] beefed-in,in most earth or other sable material until planting Balled and burlappod planta shall have roof ball covered with moist sawdust,wood dhips or ether suitable material until planting Each plan snag beplanted with its proportionate amort of toil so as to minimize rod disturbance Soil moisture shall be such that soil does not crumble 3. Designed to water plants by watering necds.[10] C+DNC'RETE SPF,CnriCAT10NS when ramovingplarta from container. 2.02 installation: PART 1 GENERAL. ReWaofe planta areae ager planting to rater✓anode finish grade and to insure proper tu:rf:oe drainage. A 4"layer of mnfofi material shat be spread 4. Soil moisture sensors.[10] Desisted layout ofpAhn laits wtheptatrag areas that bepeformed by Contractor and approved by the Landscape Architect and City prior to planting over the entire plower area after grade is established. Watering shall begin immediately after muldning o (Grading shall aoormnoda(e the mulch) Lost Description 5. Rain scnsorS.[5] Sal excavated from plating bola shall be smendod to backfill around trees and shrubs using the following mixture: 3.07 Protection: For orincr tenfornefon referto the Standard Specifiatims for Public Works Construction(Greet Beak: Edition per the City of Rancho Cucamonga). 6. Wind sensors.[5] Rater to Sedioru 4,201,303,and 400,as well as any other sedions related to the inst Illation,per and post installation of concrete work,materials,labor, Native,On-Site Sal with rock no grater than 3"in dim Aer Erect temporary fencing or barriers to protect planted arca from damage prior to final aaseptaehoe. and clean-up. The Standard Specifications for Public Works Constmaicn is available firom: Gro Power Plus,5-3-1 15 1bs/cy 7. Sensitive to slope factors.[5] Iron Sulfate 2 bdcy PART 6-WEED ABATEMENT BI Building News Overland Avenue (To be used for bidding8. Reclaimed or recycled watCr.(5] 3055 Overl ptnpasa only,verify with AWenemic Sob Tait.) 6.01 Scope of Work: Los Angeles,CA 90034 (310)202-7775 Ater back filling construct a 3"earthen berm to form watering basin grand each plant,to allow t hoi gh water-n rid establishment_ Provide all material, equipment, and labor neoessary to perform all work a radiated an plana, a ressmobfy lisp! and as deli we in the Total Points Claimed: specifications. • 1.02 some Prior to installation of turf and Wound cover,remove water basins from around trees and shrubs. Berms in turf areas to be removed prior to City [Minimum Points Required: 601 aooeptnoe. 6.02 Quality Assurance: Fumish and install all concrete we&complete as indicated on the drawings or n specified,inchidng but not limited to the folkowinT. PART 3-SOIL PREPARATION AND FINISH GRADING A Furnish and sat all reinforcing steel,bolts and ntfias. A The err d all weed co trot materials call be lionnsed the State of Catifomia ere a Past Control Operator and a Pet Control Advisor 3.01 SoopeofWorlc: Applicator by a Install all•tans required by other trades which are to be ae into eonaea in addition to any subexsitrador licenses that are required. A Provide ON materiels mid equiprrint.and pallertu all work necessary for and ncidetst to the wil preparation rd finish grading of all planting C. Concrete mow strips,footings for walls,fencing posts,benches,da,where appliat& and lawn areas as shown on plans,as reasonably implied,or as delineated in the specifications. B. All materials and methods must conform to Federal,State,and Loa!Regetlations. 1.03 Protection B. Fumi"g,placement and Wading,oftopsoil for backfilling of platers if required. 6.03 Submittal: All finished concrete work shall be barricaded to pedestrian tmft for three(3)days. Barricade sell be placed mediately offer concrete finishing C. Clemng and finish Wading of platen areas and plating areas. Prior to the installation of any weed control materials,the landscape Contractor shall sub ink to the Landscape Ard►AeoWity a list ofthe weed control Contractor shall fisminch,place and remove all of his own barricades. Cawndor shall be responsible for any damage to new construction and replacvhhernt m leriab and quarvilpas per acre intended for use in controlling the weed types prevalent and expelled on the site,as supplied by the Pest Control Advisor. or repair of the work shall be made without added cost to the City. 3.02 Topsoil: Post Control Adviser shall famish the landscape Contractor and i.andscape Arcihhtxx and City data to demonstrate the oompatibility of the weed control materials and methods with the intended planting and seed varieties prmad. 1.04 Clea,-up 6.04 Ralponsibility and Coordination: Upon oontpletion of all ooncr to work and before foal acceptance,the Contractor shall remove all tools,surp}us materials,apporstus,debris etc.Rrom A Existing an-ohe soils listed a'sceept~undo Site Oradind specification. A I Contractor u responsible for the section of off sit and bonier: to .armcape Pon gin rognirod prevent irtrnsien into the treated eras rd to ttdi}y the site and the site shall be left in a clean,neat condition smxTtable to the city. the public. XERISCAPE ASSESSMENT SYSTEM SUMMARY B. Topsoil reported to site for use a fill,backfill s plantar:and mounding stall be saidy textured. Silt plus day oaten of this self stall be - ASSESSMENT - - Ft-ANVNG SPECIFICATIONS no grraser than I50.by weir The horon conte,of this soil shall be no greater than 1 part per million as measured on the saturation extract. B. No sruterial ormedoodr shag affect the landscape planting or hydreseed germination. No material or method shall render the job site umnable The sodium absorption ratio(SAR)shall not exceed 3.0 millimohos per contirrheter at 25 C. In order to ensure conformance,samples of the for more than 10 days from date of application. Points Claimed Reference `/RC G�• imported"I shall be nihnivedto an agronomic soils tering laboratory,approved by the project Landscape Architect for analysis prior to use PART 1-GENERResult of testing to be delivered to City for approval. Soil test to include analysis and recomumtndations. 6.03 Nan-Selective Herbicides: AL 1.01 Scope of Work: 3.03 Sal Amandmets: Nan-selaxive contact herbicide rndlor non-selective emsystichahicides(a recommended by the Pet Control Advisor) LANDSCAPE (Pearn Value) Contractor hat pinnace all materials,labor and equiprrerst incidental to and necessary for completing all work,as radiated on the d awirgM as reasonably All sal amenrfnants stall be a alwified in the AWanomic Suitability/Fo titity soib report Rsmished by the Contractor 6.06 Selective Herbicides 1. Water conserving plants 20 Sheet L-4& L-5/: bit. 1.1 irrnplied,or a delineated n the Specification:as follows. 3.04 Soil Preparation: Seledive pre-emergent herbicides compatible with seed mixtures(a reconvnended bythe Pat Control Advisor) 2. Turf limited to 25% 20 1.02 Standards: All wok on irrigtim system shall be con,fete and impedesd for reo intim nee approval and,fine Wading oonp!ded,prior to rddilfng and prior to soil 6.07 Wood eradiation: 3. Plants grouped by watering need 10 wroondrmertl work. All wale and materials shall omhpfyvtih governing codes,safety cordon,standards,and reodio ns,and mat the minimmn relttirenets ofthe Standard 4. Hardscape(non-irrigated) surfaces 10 L-4/L-5/XeR.Per 1.4 Specifications For Public Works Construction(Green Book)latest edition. Ifo the r Pest often Pat Control Advises,parent Wsssa and weeds existing n theptantirrg area will require oaorol prior ta rertnava},spray these Ater rough gh Wadhave been established,prepare all lawn and plating area by tilling a cram ow ripping to a depth of 12". All rode and debris more tell areas per Peet Castrol Advisors recmrrne,dations. 5. Permeable paving 5 2"in dianhcier shall be removed from the site,except for areas that are to be sodded, in which all rock and debris more than 1"in diameter shall be 6. Low-water turf varieties 5 1.03 Quality Assurmov removed. A Priorto the installation of the irrigation"am remove end deer all weeds and defdaioas materials from plating ofass. 7. Mulch provided in non-ground cover areas 5 L-41t'5,I Gt•RtF/.7 A All Contractors performing Site Development wont rratst be licensed in accordance with the laws of the State of California. Apply,,spead,and mtotil it A soil amendments as reoomnse dedto a dept,of 6". Water arra thoroughly after rotdilling is complete. incorporate evenly Allow herbicide to kill all weeds Rake orhoe off all dead weeds to a depth of I"-2"below the surface of the soil. Physicalty rernove art8. Soil amendments 5 L-9/Xex. eer 1.8 into the top 4"to 6"the following for each 1,000 square feet of planting area: weeds from the site. B. Contractor sndl provide the Landscape Arehitext and the City with a list of Subcontractors and Material Suppliers expected to be arR+loyed during the oourse of construction. 4 cubic yards ofnitrolized Redwood or Fir shaving or equal. PART 7-LANDSCAPE NtVN ENANCE. 200 the.of Gro-Power or approved equal. C. Contrashall obtain and kap in force Public Clonality and Property Damage b►atrahm during attire come often Construction ion Contra7.01 Scope of wait: Total Points Claimed 60 The amount of insurance shall be determined by City. The above wif anditionsng we minimal qualities only and should be used only for bidding pvrpeae,because ail conditions may change drastically frau (Minimum Points Required) 60 Ike time these spaificioKns were developed to the time the actual soil eonditioxng take place. Therefore,die Contractor shall obtain his own soils analysis Provide aft ttaleistr labor mil quipmet necessaryfor,or incidental to,performing off maintenance requiranattn a reasonatify implied ora dehreded D. Prior to stash of site development work the Contractor shall notify the I and+cape ArdnAod rd City to give toning and completion dale at a rate of one per every 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing Isborat,ry in the specifications including,but not limited to the following: Contractor shall also supply the landscape Architect and City with the name and telephone number of the parson in charge of the work. approved by the project Landscape Architect and City. Copia of the soil test to be provided during the Pre-Lonstrudion job conference. O 1.04 RaponstlpilAies red Coordination: 3.03 Finish Mahan all plants and d areas. �. IRRIGATION (Point Value) sh ndng: Keep planted areas free ooff wowords and debris. Pune trees and shrubs. A Permits- The Contractor shall obtain and pay for all permits and nspecticins required by govanng authorities for the work to beperfomted. Ater rddiffing operalk. are eo nvide,Wade peas to establish finish Wada for planting All flow lines seall bemaintained and proper tolerances shall Fertilized all plants and plowed areas. be met OILY sdtlerrient at the end ofthe project mantenanoe period Irrigation. I. Low gallonage irrigation system 20 Sheet L-2 & L-3/km-WFY1 B. Existing Conditions: The Contractor shell verify all conditions and dimensions shown on the plans at the site prior to commencement of airy Insecticide spraying w trader this contract. •Int Contractor shall verify the local ion and dapple of all underground utilities prix to tart of work. Finish Wading shall leave surface often grand uniformly arrheelh and Gee of al+rtspl Wade odtnge. 2. Automatic controller 20 L-2/L-3/xG2.i� X-2 C. Temporary tkilkies: The Contractor shall apply for and a all cot incurred for all t paw 7.02 FMitizaa: 3. Designed to water plants by watering needs 10 pay eeordi at d with t wen y water,decrial a rhe 306 Coordination: 4. Soil moisture sensors Was ss requited by him for the construction of the project. Tehhporary services shall be coordinated with the City and she contractors on the A Commercial fertilizers with an analysis of 3-3-1-Oro-Power Plus,and 12-8-8 Oro-Power Controftod Release Nitrogen,as designated heron, Jol'scot. Weed abatenat work shall be coordinated with the installation of the irigatien system ratotilting and soil anandmet work,and planting. (See Weed or approved substitute as required by the Agronomic soils report. Available from tiro Power(909)393-3744. 5. Ra1n SenSOTs 5 L-2t.1QCF Abatement section). D. Survey,Rdoence Posta,and Elevations: The Contractor is restponsible for establishing all surveys,reference points and elevations required y hire and showy on plans for proper execution of site construction, Ammonium Sulfate: Grnular form containing not less than 21%n suffer and 24%suand shall be registered a an agricukminer,er, 6. Wind sensors PART 4-TREES AND SIIRITBS with the State Department of Agriculture in compliance with Article 2-"Fertilize Materials,"Section 1030 of the Agricultural Code, 7. Sensitive to slope factorsE. rj Traffic: The Contractor is responsible for all temporary traffic barriers and ddoum required by him for the construction of the project. All 4.01 Soope of Work: 7.03 omeral: 8. Reclaimed or recycled water temporary traffic barriers and detours shall conform to all auditions required by the City or governing authorities. 1.03 Defective and Cbaiohorized Work: Provide all material,equip via ,and labor necessary to install all trees and snnibe a4 om an plans,a oeaaenshly imat plied and a delineated in the Maintenance stall tart iminedidefy after landscape irrigation and planting specifications. Points Claimed 60 on a oo Maintain aft phots and planted arm on baxis as they are stalled during the pgof die work,and o roea cntieme to maintain than moil final (Minimum Points Required) 60 All work which is determined by inspection to be defectives!s construction or deficient in ray often requirements often plain.rad�ecification,cull 4.02 Products ince of tool ro act. R lace n dyad or lents as directed b the Landscape rlred,ited and City resawative. be remedied or removed,and replaced by the Contractor at his own expense n a manner acceptable to the Landscape Architect and Cit A K P f e' Y �g p Y dscape y«p °C'ex P Y Nomehdatumt-Mont names indicated on the drawings conform the"Stndard Mao Names'established by the American Joint Committee 1.06 inspections: onllortmitture. Exoapt for names covered therein,the established custom of the nursery oweA Irrigation:is followed Operate irrigation system an an established problein to maintain all plains and planted areas a healthy oondition. hrigation B. system shall be k to a minimum. Damage to irrigation system resulting from nu Bntehanoe and equipment ndor mairtenanoe Cvidtion-Plants soft be symmetrical,typical for variety and species,sound,healthy,vigorous,See from plat disease,seed pats,or their n The Contractor stall orange for inspections by notifying the landscape Architect,City and governing authorities,24 hours priorto tine of inspection, eggs,and shall have heathy,normal rod syaterns,well-filling their container,buy not to the pont of being rod bound Plants shall not be personnel,shall be adored to its original condition at no Doe to the City. Failure of any part of the irrigation"an shall be brought to the unlessoffmir isencted Inspeuions spall be as listed below,but not nececcsanly in this order. holy the inion pertaining to the project scope of work pruned at anytime,and n no case shall trees be topped. will apply: rdentionof the City. No repairs other than emergency repairs shall be aoeornplished without written permission from the City. C. Troy and shrubs shall be Wowing at a recognized nutrsery in a000rdwwc with good horticulture predicts and shall be of the size and caliper B. Wood Control: Keep all plowed areas Gee of weeds and debris by cultivating areas at intervals not to exoeed 10 calendar days. Rough Grading mormally associated with the container size specified on plans. Removal of all tags,labels,nursery stakes and ties from all plant material Don Lines and Catch Basins. prohibited until the approval of the LandscapeArchitect or canc City. The Contractor may sled to remove such antrations of weeds manually or by n approved habicideprogram Irrigations(man line pressure,coverage A system operations td). City Soil Preparation and Finish Grading D. AR plat materiel delivered to the site showing algins of damage or disease or is insffit in sine to carry at the intent often planting planC. Pat Caird: 31'nan Y an plants d planted mgi os at beining ofmairwmbecomeox program d as may become necessary thereafter by an approved DESCRIPTION OF REVISION Date Approved Plat Rlateisl(delivery 6c plac✓nem). will not accepted and will he replaced at Contra tors expense, method of peat control,to keep all plants and planted areas free of insects and disease. hfethod shall be reviewed by the City prior to any Substantial Completion Inspection(at completion of landscape ittrrovements)-7 Days. application. Pest Control shall include Gopher control. Final Inspection(after countenance period)-7 days. E. Sizes of tams-Shall bea stated rn the Mn. Catena stock(I-Wallen,S-gallon,and 13-gallon)shall have been blown in oahtanas for nCITY O F RANCHO C U C A M O N G A (I) ut ot over two(2)years. D. Pruning: Paine all plants as designated and directed by Landscape Architect,mid art of maintennee program and continue to firm"plata The contractor shah arrnge a Prapornstnidion job oxnferonoe with the Landscape Arch Red and City a minimum of seven(7)days prior to the beginning at least one year,b work. as directed or as may become necessary until the end of the mainimnoe program. 1.07 Gwraora F. Substititbst iom-Substitutions for indicated plant material will be pia i Ned provided the suitute materials are approved n adva ce trythe Remove trash weekly. Edge Wound cover to keep in bounds and d trim top growas necessary to achieve and overall even appearance. 61_�F City, and are made at no additional coal to the City. Except for authorized variations,all substitute plant materials shall conform to the Exterminate gophers and moles;repair damage W LANDSCAPE IMPROVEMENT PLANS CY1np r Monts ' A Plsrnt Materials: All trees,shrubs,Wand Dover,beddahg plats and Iswn shell be guaranteed from date of final soocptsnox of Indsrarequirements esmrwsoflheaspecifications pe PART 8-ACCEPTANCE OF PROJECT G L oonstrud ion for periods as follows: G. Mats Nd Athatavesd-Plants -Marts rad rc approved ato berarnoved Gem site inrrhediatesly red replaced with suitable plants. The City reserves the RANCHO CUCAMONGA - SPEC 1 � right torejactanire lots ofplants represented bydefected samples. 8.01 General: 6TH STREET MEDIAN H. Stake all troesa per details immediately after planting to prevent word damage. Upon okxnlpldion of nMti staon,a nria tonce period of a minimum of 180 days for all landscaped areas is verb prior to fins)acceptance ofthe work by tie Cly. + The Com endo hat date for the mairt enanoe period shall commence upon written approval for all phasas of planting nstallation by the City Public Works Inspector. � F r sSTATION 82 + 13 TO 92 +60 1. Plant sea that we to be loafed n lawn or d cover area ager finish ' Broth Wada arc 11rst dsblishesd rad allow at least 7 calender days prior Maintenance peiod shall be adequate to verify plat characteristics and establishment to installation of said lawns or ground cover to provide for thorough watering of bees. All plating holes shall be excavated as defined on CONSTRUCTION & PLANTING SPECIFICATIONS appropriate details. A Two inspections shall be made that affect the dablishinet period: 7be first after all plritngs have been completely stalled in order to pt DSCq DatC ns I P BS L PSC- APPROVED BY ' %Vrovethebegimngofthe establishment period,not at the end of the ed period If Into are not sae able atthe /-/,,, t and ofthe 180 day period,due to defective mairwainoe,then continue establishment until all work mats with the Specifications and can be Q( /�� �1 Wer{/ `_ ,t L RCE NO.' 24953 approved. ��Q` �e,P A' SRC �A�) CITY ENGINEER T� Design Lisa A. Pierce ended B. At tantsaion of establishment period all fat material shall be 1' healthy,undamaged, g Pc*+ P live, Y t5�.� five Inferior snsff L7 tS Matisse Circle 3 •��� / bereplaced and brought to a satisfactory condition before final acceptance of work will be made All areas spall be neatly raked and free of 4l Signature L. PICT weeds. Aliso Viejo,CA 92656 Kone: (909)44"159 Sheet * Date * Drawn P Fu:(949)448 8163 Ir9 of 9 arrst No 33 e 8$ \�' Chocked TIERRA GROUP Drawing No. F OF CA��F� Rim , Is1.P Landscape Arch)tecture�Plafining -L Moslem- CA License 3398 PROJECT SHEET No.0, OF J _