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HomeMy WebLinkAbout2045-L DEVELOPER/OWNER A .N A D E DCT PROPERTIES D R p P.O. BOX 10935 �P'ORT BEACH, CA 92658 W/S BERYL STREET BETWEEN aEuTo STREET CONTACT: ROBERT CLOSE AN (951)288m6477 D MIGNONETTE STREET TR 166414 LANDSCAPE MAWTENANCE MSTRCT N ® 0 1 ---VICINITY MAP GENERAL NOTES SHEET INDEX _ ------ __ -- 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. Mt off 210 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L-1 TITLE SHEET Ulf FOR PUBLIC WORKS CONSTRUCTION. tient 51110ET 4• THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L-22 PLAN DAMAGE INSURANCE AS REQUIRED BY LAW. qTy ST 5• CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-3 PLANTING PLAN OF 110mowm ST 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. RANCHO 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-4 IRRIGATION DETAILS CUCAMONGA RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHG`"N ON THE PLANS. L-5 PANTr" DUAILS PoECT Sm 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CO"��;TRUCTION AND STRUCTURAL CALCULATIONS LI N.T.S. M70 ST HAVE BEEN APPROVED BY THE CITY ENGINEER. 8 L-6 IRRIGATI ONSPECIFICATON SHEET SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2 WIDE FLAT AREA Al THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. L-7 CONSTRUCTION AND PLANTI"'G 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT itw RK W ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL SPECIFICATION SHEET CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. LOTS 1 - 16, TENTATIVE TRACT MAP 16644 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. (PORTIONS OF LOTS 6 AND 9. BLOCK 16. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. PER MAP OF THE CUCAMONGA HOMESTEAD 12• CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: ASSOCIATION, IN THE CrTY OF RANCHO * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS CUCA1 i1fJN44 COUNTY OF SAN BERNARDINO. « „ BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - �i WIDE X 6 DEEP CONCRETE HEADERS STATE OF CALIFORNIA PER PLAT RECORDED IN „ „ g0OK 6 OF MAP'S, PAGE 46. RECORDS OF , BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6 WIDE X 6 DEEP CONCRETE HEADERS SAID COUNTY.) 13. BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS 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, p �7 PRIOR TO FINAL CONSTRUCTION. - - -MAINTENANCE RESPONSIBILITY Y �AP 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS ONSULT p8�NTS * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. 9�1 -- « 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 THE CITY INSPECTOR. C T Gutierrez ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. Design Studio �'t' On "".. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. Chri* L. Twit -M- Landscape Architect Civil Enginws & Land Surveyors, INC NevadaSbbe Lic. No. 607 Caiifomia Stale Lic. No. 3735 10450-A e Street, Rancho Cucamonga, CA 9173Q 909-980-1211 J.N. 04-016 22 ioneer Drive, Reno, Nevada 89509 775 1-6047 fax 775-825-0%7 .Com MAW LANDSCAPE QUANTITIES . r1.1CA.1� _ inn Q0 ---- N ` Y N.T.S. TOTAL SQUARE FOOTAGE: 1,800 TOTAL ACRES: 0.40 DESCRIPTION OF REVISION y DATE C' APPROVED: LANDSCAPE AREA: 1,200 SQ.i-T. F— CITY OF RANCHO CUCAMONGA HARDSCAPE AREA: 600 SQ. FT. C7 O - - -- --- 7d TITLE SHEET TREES PER STREET (BERYL ST.) T M . . _,.,,.,Q9 IS= Geijera parv'rfloraQty. 9 size 15 gal. U BERYL STREET Laridscape & Irrigation Plans APPROVED BY: -�---'-y----_--+- DA.L: _ - - - CITY ENGINEER % RC, : 24953 I_ TVF DESIGN PUN PREPARED BY: ^ '~ RECOMMENrIF D Q CT C T DWV Studio — Christy L TV&- Landscape Architect - Signa t re ~ DRAWN PB N�gab Uc. No.607 Catifomia State Lic.No. 3735 SHEET t _ 2276 P16" Wtm,ftv,NV 83509 L- 7 License e Renewal 775-691-6047 W 775-825-0%7 - CHECKE^ � � �'`�' DRAWING NO. Date: 12-31-2005 CT 0 R.L.A. No. _�-� Hie No - PROTECT SHEET NO. OF -- 5 � Go � �'ar• e5.�. r✓� _..8.m � _ +�{-.-p_ _ .. . __ _.'c�_o _3.. -3 �.�.. �•� _ __�+,�� _r-.�- - '�',�#"- --�' -- - 0-� 3�'1 i Pr »xr1_11011 11 H�-r , �v .41Z�s i� a d)10 C, 12 s4_0 U411 _ ; !O" 24" i . i:T" i P'.t _ a ,tea v!�.�i t !p►► o 2¢�, 7a"► I ( lot >a s m t I.i t ► lr i; ► by 1 ,. b n b � _ Ul -Iof z HARDSCAPE LAYOUT PLAN -Lot,-16 PERIMETER BLOCK WALL I' t� a Ei.EVATION: 95.53 CONCRETE HEADER we 0 - -^ >, a `.. �,t► �� U + �• „ ,' 1 " +� �, CONCRETE HEADER : �. i. jq. 7 a7 SIDEWALK ,; H Q rd o �, :;, ELEVATION: T.C. 89.83 ISOLATION VALVE l J POINT OF CONNECTION 1" WATER METER �. ,/ a. .► ,.., .,,,,,,.�,., �, �.�.:����. ....�������.�.�..�.���►�..�.. �.�,.r�a► GAF t IRRIGATION (NOTES LOT "A" L.M.D. I RRI TI N LEGEND I ----=- 1. NEW VM�►1'EIQ METER(SIZE PER PLAN),AS PROVif�ED��Y GVVW,IS REQUIRED AT G� CONTRACTOR ARRANGEMENTS BERYL ALL POINTS of TION. THE TOR SHALL MAKE RAD GPM PSI AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, E PTI N INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY SymWATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. RAINBIRD 1812—SAM-PRS 6Q VAN POP-UP SHRHB SPRAY 6' 0.37 30 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED IRRIGATION ZONES. ...... BY PRESSURE REGULATOR(IF REQUIRED), FOLLOWED BY BACKFLOW ZONE1: 29O SQ. FT. DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER Q RAINB lD 1812-SAM—PRS GH VAN POP- SHRUB SPRAY 6 0 .60 30 VALVE, ALL EQUIPMENT SIZED PER PLAN.INSTALL ALL EQUIPMENT PER CITY . ..., , .. _...a. n. _ _ _.�_. _ ZONE 2. 325 SQ. FT. STANDARDS AND SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND ' 0 RAIN(' 1812-SAM-PRS 4H VAN POP-UP SHIM SPRAY 3' 0.4 30 LOCAL CODES. ACTUAL LOCATION OF THEEQUIPMENT TO BE AS DIRECTED ON ZONE 3 25O SQ FT W� PCS-SID SCREEN SITE BY A REPRESENTATIVE OF THE CITY. 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A OOAST ZONE 4: 340 SQ. FT. 1812-SAM-PRS 4N VAN POP'-1R' BRAY Jr 0.3 30 ©UARDIIII"OK CW ? (SUE I THROUGH 6)STAINLESS STEEL URE WITH LOCK,AND SHALL BE TALLED PARALLEL TO THE TREET AND SCREENED WITH WWI PCS-M SCREEN SHRUBS WHENEVER POSSIBLE. FWO -825Y-BV 11/4" REDUCED PRESSURE BCKFLOW 4. THIS DESIGN IS DIA(3111111111IMMAcTIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED DEVICE, OR CITY APPROVED SQUAL, INSTALL PER CITY OF AREAS ARE FOR DESIGN CLARIFICATION ONLY AND.SHALL BE INSTALLED PLANITNG AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE RANCWO CUCAMONGA CODES. SPRINKLER SYSTEM,WALLS,STREET LK)HTS,SIDEWALK,UTILITY LINES AND CITY OF RANCHO CUCAM0NGA EQUIPMENT AND ARCHITECTURAL FEATURES. PRESSURE CALCULATION FORM :.COAST GUARDSHA�:K`C6S-1 SIZE ; APPR 1'�"iK • 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL Water Meter Sae 11 DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE Static Pressure High Low - CALSENSE FLOW METER- SIZE �� CITY. Source of Information at CVWD Phone Number d q 6. THE CONTRACTOR SHALL FAMIL4`MZE HIMSELF/HERSELF WITH ALL Date of Information /Z E UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND SHALL TAKE SOLE SUPERIOR 31®0 MIASTER VAL E H.G.L.Mean Elevation RESPONSIBILITY FOR THE REPAIRIREPLACEMIENT,AT NO COST TO THE CITY,FOR (Required if static pressure unknown) Q� a NORMALLY OPEN ELECTk1C IAS DL.©EE VALVE ANY DAMAGE OF SAID UNDERGROUND FACILITIES. Water Meter Elevation acI �' en X .433 1 " w l 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES Tk Signature ~ itWl " - _ _ FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS, Remote Control Valve Size _ _ u) - t WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A Maximum Demand _ G.P.M. qJ, Date �P CALSENSE ET2000-8 STATION LR/RR,W/'TP110 AND LR/RR DOME�W W PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT Elevar:�of Highest Head F OF CAL�Fp�� __ -__._ _____.-------..------ _ n,.._._.>. :,v-. . ._n-, .. ,- ______� INITIAL CONSTRUCTION. __--_----____-- ____�_._.... _ License Renewal CARSON'VALVE I110XES OR 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.) Qtv. Sae Item PSI Loss .. ;. �,.2k .� . -.. r,,. T -�_-. --.-- --•,.- - -z-------- ----------- --. . M ...-.. -- -------4_n- ,_ --.•.-w--- -- - - INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO Date• 12-31-2005 _ PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD Water Meter , S RAINBIRD EFS-PRS-D SUE PER PLAN ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF, Pressure Regulator -` CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO tl R.P.backflow Device E PWE 2"Alltel L.A —CLASS 3115, 1 '/s'"AND SMALLER- SCH 40 PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL t#MADE AT NO Flow Meter ADDITIONAL COST TO THE CITY t Master Valve Gate Valve(s) _ Main Line LATERAL LINE SCHEDULE 40 pmx. -L'i� 1 'I —�. — — ---- -- 9. INSTALL FOUR(4)SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE Main Line � RK COUPLERS IW—NUM 33W EVERY 150 LOCATE IN VALVE BOXES MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. R.C.V.Assembly PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN _. . Lateral Line SLKMG—SCHEDULF 40 PVC TWO TIMES LINE SIZE, 24 INCH COVER ENCLOSURE FOR IRRIGATION WIRING. Lateral Line - y Lateral Line ` , .� 1-�AF_DSGA PF_ A1ZE A 5 10.IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 31NCHES OF WATER PER Fittings Loss(10%) CITY RPA11'� >QNt� Elevation Change (+-) DESCRIPTION OF REVISION DATE APPROVED: UENCE . WEEK(TURF)AND 2 INCHES OF WATER PER WEEK(GROUNDCOVERISHRUSS) INDICATES SE �! Q APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 8:00Total System Losses: y , �T .INDICATES VALVE SIZE P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. -- Pressure to Operate Head: 2112_ CITY OF RANCHO C U C A M 0 N G,A. INDICATES GALLONS PER MINUTE 11.THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN Total Pressure Required: 14. 4 AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER Lowest Static Pressure Available: .O © ("�'e1"� D MINUTE IS AS SPECIFIED. THE IRRK3ATION CONTRACTOR SHALL VERIFY THE Pre-Set Regulated Pressure(if required) IRRIGATION ION 1" LAN NOTE; TICS I kfUGAnON PLAN IS DIAGRAMMATIC. IRRIGATION MAINLINE AND AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF Residual Water Pressure: INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE /� LATERAL LINE SHOWN IN HARDSCAPE AREAS ARE FOR CLARITY ONLY. INSTALL ALL CITY, City Required Residual Waiter Pressure: 15-20 `-1 TRU No. Ifi644 IRRIGATION EQUIPMENT IN PLANTER AREAS WHERE EVER POSSIBLE. 12.AUTOMATIC CONTROLLER TO BE A GAL,SSINSE ET2000- . '(STATIONS)-LWRR, Revised 4/05 — W/TP1,TPI 10 AND LRtRR DOME INSTALLED WITHIN A STRONGBOX METERED BERYL STREET ENCLOSURE,MPS,A1a-101K AND CONTROLLER ENCLOSURE,SWISSI3 WITH CALSENSE OPTION(ONE CONTROLLER)OR 8194238 NTH CALSENSE OPTION ri IIl�1�9V1.25FP I TION .TIE (TWO CONTROLLERS).ANTENNA PORT INSTALLATION TO 13E PROVIDED BY THE SCALE 1"= 10'-0" Landscape & Irrigation Pians a CITY. THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S APPROVED BY: DATE. ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A � � _����-- � REPRESENTATIVE OF THE CITY. CITY ENGINEER RCE: 2495 -- 13.THE CONTRACTOR SHALL SUPP Y THE CONDUIT NEEDED FOR THE CONDUCTORS DESIGN PUN PREPARED BY: REroMMENDEO AND SIIIALLa BE iESOONSWE FOR THE POWER HOOK4JP FOR THE IRRIGATION CT C T D4sitJn Studio R ELECTRICAL cONDucToRs AND METER TO BE PROVIDED BY SCE, CONTROLLE = COORDINATED AND PAID FOR BY THE DEVELOPER, CI?I'ISh/ L TVt'it- LdfldSCd(.D!r Architect 4.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE DRAWN Nevada State DriLicve, No,no, Gal89509 State Lic.No, 3735 SHEET 1 C'I' 2,278 Pioneer Drive,Rer►o,NV 89509 AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 775-691-6047 fax 775-825-0%7 �--Z -OF 7_ CHECKED �iriS StlStUtIl0,C0iT1 DRAWING N0. 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT CT R.L.A. NO-371S THE TOP OF THE SPRINKLER HEAD IS 1/4'ABOVE FINISHED GRADE. Date 5/25/05 File No PROJECT SHEET NO. __ OF Z- Uj Gei rarvfiflora Escallonia 'Newport Beach' NCN P 0 Parthenocis O sus tricusP it da a Raphiolepis indica `Clara' Hemerocallis hybrid z Santolina virens a Lavendula dentata cn Lot 16 Fit �,. ��"- � .a'-o�. 9�Q��_- , /��t 11 f7 �/ �j� �l /� ��/��� Q .� I c 4!, W-QN Cab \-ew, I. I Y V ��0 �jfiP ---- -0---- �� �—L_ _ __.,_ w { 1 7 PERIMETER BLOCK WALL �' n ...... :.:.r.. .. .. .: .... r ... .. ............... ............ ... ... •. .::. .... .: .. .............. .....n..... ... ........... ...:....:::. ... •N.v :.:•.::::::n .. .. rrti.?.! q.kt. r4:...n.. *100 . . .. .. .......:i:.:: ..;.;•.;•-.::;;,x;::;:...:..:.:...` ..:... .t .v. :..•u ..:..:.,.., 'SSC>`:.'.. ....t, Concrete Curbing to separate private area from Landscape Maintainence District. • • Al !� e • t ' C r 6 fiei tee oc Or Y • t I n i s , _ &. i i Juniperus squamata `Blue Carpet' Achillea millifolium `Rosea' BERYL STREET Lantana Dwarf White ! NOTE: I ALL PLANTING AREAS WITHIN THE COBBLESTONE DETAIL SPACE, SHALL BE A MINIMUM OF 3 FEET FOR GROWING SPACE PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND i SPEaFICATIONS.CONTRACTOR SHALL BE REPONSIBLE FOR REMOVING STREET DAME BOTANICAL NAME COMMON NAME MIN. GROW SPACING SM QTY AND RE-INSTALLING IRRIGATION EQUIPMENT AND REPLANATING AREAS I WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. BERYL STREET Geijera Parviflora AUSTRALIAN WILLOW 5 FT. 20FT. 15 G 9 1 2.CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR I SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL ' REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES,STRUCTURES, ETC.,AND SHALL TAKE SOLE REPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE of SAID UNERGROUND FACILITIES. STREET SHRUB PLANTING LEGEND - BERYL STREET 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUCTION O WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN SYMBOL BOTANICAL COMMON t SPACING SIZE QUANTITY. COMPLETED AND TESTED. FINAL GRADES HAVE BEEN ESTABLISHED,THE NAME NAME PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS 2i( SPECIFIED, AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITYLavendula French -i;l~ 3'o.c. 5 gal 26 AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION dentata lavender OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 6.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF Hemerocallis Daylily Mme• 2'o.c. 5 gal. 32 ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT hybrids mix colors IS A DIRECT RESULT OF THE LANDSCPAE CONSTRUCTION AND/OR HIS i SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE A EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE Escallonia Dwarf or 4'o.c. 5 gal. 10 CITY. 'Newport Beach' Escallonia 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE © Juniperus n.c.n. $' 5'o.c. 5 gal. 9 GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 'Squamata 8. WHENEVER SHR DBE AUKE IQ RK Blue Carpet' QR LANE PgE ABE APS IQ PRBIAU 1At A COINRM HEADER 15 MWIMD. pE TQ CITY STANDARDS Lantana n.c.n 18" 5'o.c. 1 gal. 19 M2 DETAILS HEREON. Dwarf white 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPPROVED BY THE CITY. Raphiolepis India 5'o.c. 5 gal. 5 10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT indica 'Clara' Hawthorn TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE --� - -- REQUIRED RATES PER 1,000 SQ. FT. Santolina Green3'o.c. 5 gal. 26 DESCRIPTION OF REVISION DATEaPPRovEo: crrr virens Lavender 11. LANDSCAPE AREAS SHALL RECEIVE 4"LAYER OP WOOD CHIP MULCH UNatK ALL Tr46iff-5 AND Cotton SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS. PURSUANT TO CITY CITY OF RANCHO C U C M 0 STANDARDS AND DETAILS HEREON.GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH.CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO Achillea MINOR 18"o.c. 5 gal. 33 PURCHASE AND PLACEMENT.SPECIFY WOOD CHIP MULCH #3,AVAILABLE FROM: O millifolium 'Rosea' PLANTING PLAN ARTESIA SAWDUST �"Q© 1 13434 ONTARIO AVE 1 � ACT No■ 1 6644 ONTARIO,CA 91761 t Parthenocissus Boston Ivy SZ: 15'o.c. 5 gal. 11 PHONE(909)99479-5983 tricuspidata BERYL SIRE FAX (909)923_7208 SCALE I"= 10'-0'' Landscape & Irrigation Plans APPROVED BY DATI=:rA U►NDSCgpF CITY ENGINEER { - _ RCF. 24953 DESIGN PLAN PREPARED BY: RECOMMENDED CT C T Design Studio I Signature * N Christy L Tveit- Landscape Architect --- — 1y.r�� DRAWN Nevada State Lic. No.607 Califomia State Lac.No. 3735 SHEEt .`���� ►�•+�I CT 2278 Moneer Drive,Reno, NV 89509 L_3 7 License Renewal ���.�F� 775-691-6047 fax 775-825-0%7 — OF _- CHECKED Christy cies nstuaio.com • Date■ 12-31-2005 R.L.A. N0.�35 DRAWING N0. CT Date 5/25105 File No � PROJECT SHEET NO. _�..__OF x OUEI`tt11I EW'�T�ON f ATE' X (CARSON OR EQUAL) COAST GUARD SHACK BACKFLOW PREVENTER FMISH GRADE ENCLOSURE. MODEL CGS-_,L.- ASSEMBLY -_-_ NIPPLE - TYPICAL viM_vE - t t 1!" 19RItE ------ (4) PLACES I ISTRONG BOX MODEL NO; WlJIOE - 2' on I~ WON 24" SB-2 20V VOL VE 2' OPEIM7MG NUT TO SPRINKLER - ANGLE PIPE TO 1 SPECIFIED DEPTH WITH 45' ELLS COATED I I NIPPLE SCH 40 PVC MALE ADAPTOR .� VALVE YAATE PRESSURE I 6" THICK X 12 WIDE "SNAP `TATE WATERPROOF BLU REGULATOR I ____ i CONCRETE PAD IEae;uRE PER SCC NI PVC UNION _ �� CONNECTORS OR EQUAL SEE LEGEND BRASS WYE VARIES PER SIZE/ PVC "APPLE ELECTRIC CONTROL VALVE FOR MAKE ANDA STRAINER WITH loo I MANUFACTURER) SLOPE TO TI NCODEGE ON MODEL NO. I 60 MESH I 'a� LEER g PLASTIC VE OR AND EOULOCKII RED DRAIN AT MINIMUM 2X CON�o° SME• BOX BLACK MODEL SCREEN Z WATERPROOF ALL MARE f FINISH GRADE � - MARKED WITH 'IRRIGATION RCI" IRRIGATION CONTROLLER CONNECTIONS UNIONS AND ETCHED WITH CONTROLLER o AND VALVE SEQUENCE + " ' ' " ' ' PVC SLEEVE FINISH ? 8" MIN FINISH GRADE �• PIG TAIL EXPANSION +'► '��'�� '• i�:• i'' ''► + 11 I I LOOP (MIN.24 LONG) REQUIRED FOR GRADE i PLASTIC VALVE Box (CARSON OR _ *: :. ••.; M a EQUAL WITH PLASTIC IITEGRATIA - PIPE THROUGH " 3'-S• x 3'-s' X S' CONCRETE CONCRETE PAD L G LID. PLACE AT GRADE IN g IN. II I I . TURF AREAS AND 3' ABOVE IN � - � _ I;-J .. ?X FOOTING 3•ABOVE GRADE GRADE 11ND � PLANT BED. NIPPLE - TYPICAL io I I I'• 10 TOP TO DRANK AT MINIMUM OF 2X. SIDEWALK " FROM WATER SOURCE -- (2) PLACES •• {• 1'' ;.4 i PIG TAIL EXPANSION a� '` k � � � LOOP (MIN.24' LONG) � SCH 40 PVC MALE �. 00 90X COMPACTION - -' COMMON W /coNtROL yrlREs IN SCOTCH OR EPDXY FILLED -� REQUIRED JIl ADAPTOR 3' SCHAD WC CONDUIT. is! WASHED CRUSHED CONNECTORS FOR ALL FLOW ,< [a - PIG TAIL EXPANSION AGGREGATE BASE SENSOR WIRE CONNECTIONS. � L!.! 3" INSTALL SCOTCH LOKS (�) �--- - I- - 120 VOLT WNRE IN RNi1D STEEL I B" + ^ LOOP (MIN. 24' LOW NOTES: IMMEDIATELY AFTER 0 METER _ _ - CONDUrr(PER LOCM 900 SWEEP ELL t�-�1 1. PSE MOR TO ALLAPK�N VALVE 8QX. INSTALLING FLOW METER. BUIE - TO POWER SIDE Of c� 7 FLOW 4./UNIONINSTALL��MLPI�A MANE EVER PONE NEXT 1+0 SIDEWALKS. 14 T (TYP.) ( BRASS ANGLE STRUCYIMM OR HARDSCAPING. t PLACE VALVE BOX AT MOW Av&M To Sf*jCTURES OR HAROSOAPING. MARES � .� I - UNE TO SYSTEMS 00 3" VALVE 3/4- WASHED S. ATTACH PLASTIC vnLrE WENTIfIp1TI0N TAG wrni RED ELBOW gRR DOME ANTENNA PORT APPROPRIATE CONTROLLER AND RIGID PIPE AND RELATED FITTINGS SHALL BE PER i CRUSHED AGGREG� VALVE NUMBER INSIDE VALVE BOIL HEAL DULY WEATHER - RESISTANT LOCATED OUTSIDE OF 80%. BLACK MASTER CONTROL CUCAMONGA COUNTY WATER DISTRICT STANDARDS. TYPICAL (4) PLACES PHOTO ELECTRIC SWITCH FOR SECURITY I INSTALLATION LOCATI N PER • E VALVE CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO PLANS. AS REQUIRED PER { CRY AND E REP. SCH 80 PVC NIPF 3 +"w++ Be NOTES: CONSTRUCTION. �� { SCH 80 PVC UNA CITY OF RANCHO CUCAMONGA, CALIFORNIA SDk4MEIER �To A DEPTH OF ELECTRIC METER PER SCE 11IMNdVES W. FLOW a.IN RM IIETETI AND 1. INSTALL PER LOCAL CODES. 1 { CONTROL & COMMON WI VALVE STAMM KM_ MASTER VALVE Sox 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY PLANCALSENSE CONTROLLER �' L J R Ta CONTROLLER - 3" or smaller STRUCTURES OR HARDSCAPING. I ,� � � I 5.18 METER 0100"" MINIMUM OISTANOE YNMSTREAM OF 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) { 'A RNR MIN NtWReAo ' M Pu"1N010 sn�r t or t OF FL RRUPTa) ($X DIAMETER MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. SECURITY REOte�RIED PER L J OF FLOW METER SIZE) 4. ORIENT UNIT PARALLEL TO STREET. PLANS. I BRASS NIPPLE 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. ., LO' GROUND RODMINIMUM DISTANCE UPSTREAM OF IN MULTIPLE FLOW METER// M.V. I O FOiISH " I 1 SCH 80 PVC SXSXT TEE UNINIERRUPTEO PIPE (LOX INSTALLATIONS MAXIMIZE THE N 6. DIALEIIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 1. °�EMIN. IS PRESSURE SUPPLY LINE DIAMETER OF FLOW I TER SIZE) DISTANCE ME TEE' TO I DISIMILAR METALS. 1 I LSTEEL OCAL C T (PER ID N NOTES:1 INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPIN( EACH FLOW METER TO MINIMIZE N -1 TURBULENCE. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 9 2' SCH 40 CONDUIT :'. .A M) 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. STAND ALONE CONI`ROLLER HATH ANTENNA ff�S� I WHEN MAINLINE IS 3" OR LARGER. d FOR SECURITY LIGHT 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. I 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. N wIMNO. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. Ei' N 8. IF A PRESSURE REGULATOR IS REQUIRED, 0 SHALL TO BE INSTALLED ON �' N THE INLET SIDE OF BACKFLOW LOOP. a 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND ��FF VALVE NUMBER TO WIRE INSIDE VALVE BOX. Nt. INSTALLAIM TION CITY OF RANCHO CUCAMONGA, CALIFORNIA - _.__ 'm OF RANCHO CUCAMONGA CALIFORNIA ----- s Pal aTY ANo CALM (xIAIaAI CABLE CITY OF RANCHO CUCAMONGA CALIFORNIA I '- CITY OF RANCHO CUCAMONGA, CALIFORNIA REPRESa4TA71VE. Ams„' STAMMIM PLAN `i ' "APPIiovEO ri' CONTROLLER ENCL,OS SURE STA'�s KAN I �. PER PUNS FLOW METER INSTALLATION 51r; APPROVEDY' REDUCED PRESSURE STAB �+ ''"�10VE°"'' REMOTE CONTROL VALVE WITH iTANM P troNTRouER T Y:t'E A. 522 SHUT-OFF VALVE & UNION 520 BACKFLOW PREVENTER r X171 WnlistawNo NPKtlMIOATNRM iDII P11"WOW CONSWAXIMN - __.__._ �. ^.,",� ,,,,�►nw+■Ilrtww SHEET ,oft O/►1flE T*116 trr Ion DATE IIS[ItNIN shNDAio SPCCiK�tIRNR 1nit ru.uc woNNe >tNtEr t ff, _...._ . . R n�TE UK W� STAND SPOCIF!"7110NS PON PUKIC W01MIS COPM71M1CflDN �+EET; MOD FICAITON NOTE: - cALeEI4sE HARNESS 120 VOLT INSTALL ELECTRIC METER AND IRRIGATION -1won CONTROLLER IN SEPARATE ENCLOSURES AS LISTED IN N am 04910111M VAIN sin. THE IRRIGATION NOTES ON SHT L-2. FIELD WIRES 6E6.WA OU TYPE' CONNECTIONS. ENCLOSURE MOUNT NOTt� ' t AfIPIloVltb 1 A � TO� PRIOR TO FIELD BINSPECTOR 2. Z OF ^WKC Tp V� TO THE PLAN'S DEMON HARDSCAPING(SEE NOTE 4) MAf POP-UP SPRAY HERO 80D 6" - 12" DIAMETER CLEAR ~' 3 RU NON THE �I FUlie TO USE A SEACHVI N EACH GE SET TO 1/4" ABOVE FINISH \ WE AT 111E ENCLOSURE. va GRADE OF SOIL. MULCH PER CITY } ►• } �• r ■;tr.-- ,STANDARDTAPER ���E' •;• i.�,: ;.3! •,•:• 4. MARE TO BE WHITE AND CONTROL WILE TO 8E RED OR BLACK -- - ROUND PLASTIC VALVE BOX do COVER: STRUCTURE OR FINISH SOIL GRADE AWAY FROM HEAD AMR I111 `111=111- ETCHED "QC' (CARSON OR EQUAL) HARDSCAPING 5. NO aPUCEf SMALL BE MADE BETNEEN CONTROLLER AND REMOTE -I I ____1 I Thi I I FINISH GRADE CO/NATRt'OL VALVES. TED TO III i-1- ISI I_ AT GRADE IN TURF AREAS N 6 .{" MIN `� 8 CLIA OE DDOME OPER TO 9 CI1YYARD S CCENTTR $cqA I_ I- 3 IN NON-TURF AREAS 18 MAX. - - - TA 7. ELECTRICAL P SHALL SE aADUNDED M I _III Z _ I CLEAN BACKFILL - SEE : ► r r Lrfr SPECS. FOR MATERIAL. soy coMPAcn°" REQUIRED 1 T CITY OF RANCHO CUCAMONGA, I r I- PROVIDE 6' MIN. OF SAND i , �- CONTROLLER ASS -" BEDDING AND SHADDMIG 33 DNP QUICK I INSTALLATION - TYP �•- JR BACKFILL - SEE . . . . . . . . . . . . . . . . � . . . . . . . . . yyCO��UPUppNG�pV�ALVE _ ._ _ �. FOIII MATERIAL ' • • • ' • • • • ' • • • ' • . ' ' • • • • • RUBBERU CAP RAL DAT[ SRt tNM RRRIIRAIAI fPrerlw►1IEIIII PMI PMMIO NONNN OF I 90X'COMPACTION REQUIRED ""' I� - .. ......:............. ......,.... ll z STAINLESS STEEL N_ SCH 80 PVC NIPPLE SCREW CLAMP LTI NON-PRESSURE LATERAL UNE - L WIRE SLEEVE _ MINIMUM (3) PLACES - (MINIMUM 2' LONG) License Renewal SCH. 40 SNAKE PIPE IN SIZEE p� � 3/4' WASHED 00 1L - TRENCH I- - ADJACENT TO PRESSURE m CRUSHED r i ►.►• + + � � 2-3 1-2005 . [ I -" SUPPLY UNE AGGREGATE BASE �'tr io •►s' ►: ,< '� SCH 80 NIPPLE - 6" LONG SCH 40 PVC Date■ 1 _ - . . . . . . . . . . .. .. . . - T X T 9(r ELL PRESSURE SUPPLY LINE: ►. �►: -- ------__---- __-_ ____. .'.' - SON. 40/CL 315 SNAKE _L I -`"I PRESSURE SUPPLY LINE MARLEX 90 STREET ELL - SCH 40 BRASS NIPPLE PIPE IN TRENCH -I i I ___�_ SUMpt - STYE.TlMICE T� .. ... .. -� - I i SUPPLY TER OF PRESSURE SCH 40 BRASS NIPPLE j - -1 •••..• ••• .. i-' CONTROL MIRES - BUNDLE ' 1 6" TYP. 24" LONG N AND TAPE AT 15' O.C. AND MARLEX 90' ELL I---� - - M16TALL ADJACENT TO NON-PRESSURE LITERAL NON-PRESSURE - PRESSURE SUPPLY LINE UNE SLEEVE - 5TtE TWICE LATERAL FITTING -I I (- DIAMETER OF NON-PRESSURE " LATERAL UNE NON-PRESSURE LATERAL UNE 1 1 -I e" TYP PROVIDE 6 MIN. OF SAND SCH 40 BRASS 90o ELL ________ BEDDING AND SHADING NOTES: 1. ALL SLEEVES TO BE SCH 40 PVC. CITY 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS, STREETSCH o LL oo STREET ELL so DESCRIPTION OF REVISION DATE APPROVED: 3. ROUTE SLEEIANG AROUND HANDICAP RAMPS. PRESSURE SUPPLY 4 REBAR STAKE NOTE: OF LAWN. CITY O I 4. PIPING UNDER 24 MIN. O 36- T1AXE TO TRAFFIC P OF REFER TO CITY I UNE FITTING f 24" LONG} 1. LOCATE HEAD 2" TO 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS. RANCHO CUCAMONGA STD. N0. 120.(24 MIN. TO 36 MAX DEPTH TO TOP OF PIPE BELOW NOTE: STRUCTURAL SECTION). n PRESSURE SUPPLY LINE 2. USE AND �ON TAPE ON ALL MALE THREADS. t. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. 2. PRESSURE SUPPLY UNE: 2 1/2' AND SMALLER 18" MIN. DEPTH 6. U5 MAXYMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE - 3' AND LAROKR 24" MIN. O PTH fIAR05CdAPE' d NOTE: I HEAD CONNECTION FEATURE TT PER THE ONLY. TION PLAN. IRRIGATION DETAILS d I. PLAOR AOORSOATE PRIOR TO INSTALLATION OF VALVE BOX. p 4. HEAD CONNECTION AT BOTTOM INLET ONLY. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA TRACT NO 1 f3AAA CITY OF RANCHO CUCAMONGA, CALIFORNIA A ,,,, � nAN �ArP�IVEO By, _.� __ CITY OF RANCHO CUCAMONGA CALIFORNIA APPNOVED DY. � • STAMM P� BERYL STREET I TYPICAL TRENCHING TYPICAL SLEEVING STANDARD PLAN It APPNwM re QITICK COIJPI,IIriC� i1;�1�Vi~; _ STAMM � POT--UP SHRUB SPLAY HliAI) 532 533 536, 539 Landsca Irrigation- pe & igation Plans __. -- tilf£T ,o=, C.ENS DATE UK Wrnl stAISM SPEWMT ONE FOR FUKX roNa CONINAVION RNEET t OF t - R LEN K1 R DATE OS[MIN SMNOARD SPlCNICATIONS FOR ►IISLJC WaNca COMlIMiCTlotl CITY EIImNEER DATE IME WON STAIOANO OPLf: UTION%FOR PIMIIC WONNf COIMTNIICTNIN sIEEr 1 1 C�ENGINEER DATE IqE MRI RTANRAND SF[ONIGITNNM FOR FIItIC rIDNKs COIMiN11C110N SHEET 1 DF 1 N.C& APPROVED BY: DATE: CITY ENGINEER RCE: 24953 DESIGN PLAN PREPARED BY: RECOMMENDED CT C T Design Studio DRAWN Christy L Tveit- Landscape Architect Nevada State Lic. No.607 CaliforToa State Uc. No. 3735 SHEET PB 2278 Pioneer Drive,RenO,NV 89509 L-q, 7 775-691-6047 fax 775-825-0967 OF CHECKED risty@ctdes Chlanstudio.com - --- --- CT __. R.L.A. No.3735 DRAWING No. Date 5/25105 File No PROJECT SHEET NO. OF I S I { y------------- --- Nores: - 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL j T 2. STAKES TO BE PLUMB AND _STORM DRAIN/ J--CATJ11ASIN) / !/ ry PARALLEL. I UNDERGROUND _ ` 3. STAKE TREE PERPENDICULAR `I UTILITIES TO PREVAILING WIND, I �_ N 5' _ MIN. -ONE HALF OF SPACING II I �� REQUIREMENT W SIDEWALK UTILITY (� W E LIMIT OF PIANTE:R AREA- HARDSCAPING (CONCRETE HEADER, z OL -� S.L, \ �J I -- - _ M v_= 1 CURB & GUTTER, SIDEWALK., ETC.) F - 5Ck Q 4" OF COMPACTED WOOD CHIP METER 10' S' �1 TOP TIE TO BE PLACED AS _ W LOW AS POSSIBLE ON THE I MULCH. MIN. MIN, TRUNK TO AVOW �R WIND 5' �k \-CURB AND GUTTER njD(ING OF THE T EE. BUT TOP OF STAKES BELOW I ` ) I - FINISH SOIL GRADE I NOT SO LOW AS TO LOSE HEAD OF TREE WHERE { (" - T`lam I t 2° MIN. SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. _ _ THE HEAD TO DROP.------j� r- MAIN TRUNK ` y r- I2) SETS OF CINCH TIES SPACED 24" APART, CONVEX SIDE AGAINST TREE R - _ - - - w TRUNK. ATTACH WITH GALVANIZED SIDEWALK n j SCREWS TO 8' LODGE POLES. 2" DIA. LODGE POLE PINE STAKES DISTANCE EQUAL_ TO THE 1 DISTANCE EQUAL TO THE z FH DRIVE S.L. r`1 \0 WITH WOOD PRESERVATIVE STAIN, ON CENTER SPACING - ON CENTER SPACING ZI APPROACH J Ci DRIVE A MINIMUM OF 6' INTO UNDISTURBED SOIL AND POSITION f ( OF SPECIFIED SHRUB -- OF SPECIFIED SHRUB -' STAKES OUTSIDE ROOT BALL I I DISTANCE EQUAL TO THE ON CENTER -1 17- •-I j I___ 5' S CURB AND 5' 10 10' SPACING OF SPECIFIED SHRUB, MIN, MI GUTTER - TOP OF ROOTBALL TO EXTEND 2' f UNLESS SPECIAL CASE AS DESCRIBED UNDERGROUND TIGHTLY COMPACTED 3" BERM ABOVE FINISH GRADE, I IN NOTE 4. BELOW. SHOVEL CUT EDGE COMPACTED STRUCTURE eg. RESIDENTIAL FORM WATERING BASIN FOR NATIVE SOIL TRANSFORMER VAULT. INALLTI A. LOCATE COVER WIANTDTH PIT TO BE (2) TIMES THE INSTALLATIONS. LOCATE OlUT51� WIDTH OF THE ROOT BALL. NO OF PLANT PR. BERMS IN TURF WOOD CHIP MULCH SHOULD BE AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO ROAN I N01. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL NOTES: To CITY ACCEPTANCE. OVER THE ROOT BALL. SPACING (TRIANGULAR UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND OR SPACING REQUIREMENTS. * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR NOTES: 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE OF SIGHT -- SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND1. PRIOR TO PURCHASE CRITERIA AS APPROVED BY TRAFFIC ENGINEER. � SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. FACILITIES. IN ADDITION MAINTAIN 5' FROM CENTER OF TREE TO ALL UTILITY ARBOR GUARD IN TURF FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 2. MULCH AROUND TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND AREAS AND FRONT YARDS. OWNED WATER & SEWER LATERAL LINES. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES I � INTO EDGES AT GROUND COVER AREAS. �+ 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. MAINTAIN APPDXIMATELY ;ooT BALL OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE NATIVE BACKFILL WITH LEGEND ARE ESTIMATES ONLY. ! 3, MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION, 5' FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. NO ROCKS GREATER N 5. STREET TREES ARE SUBJECT 70 INSPECTION AND ACCEPTANCE BY THE THAN 3' DIA 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING A5 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT I i!1 SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO TO REMAIN THERE, ENGINEERING DIVISION. t SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. N m NATIVE SOIL UNDISTURBED j. 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY ( _ a STANDARD PLANS. N - CITY OF RANCHO CUCAMONGA, CALIFORNIA N APPROVED BY, T,! •• r1 , h T T LZ i T STANDARD PLAN m CITY OF RANCHO CUCAMONGA, CALIFORNIA Q CITY OF RANCHO CUCAMONGA, CALIFORNIA I I APPROVED BY, STANDARD PLAN ,p APPROVED BY, 1 -�i r, T�T,> > rSi i� �� STANDARD PLAN -.. L(1(l T31 ' 1 T f 1., ------ �,� -- �? < it 1..T) s t_ , ,,�LITY FNGINEF,R DATE USE WITH STANDARD SPECIFICATIDNS FOR PUBLIC WORKS COHSTRUL"TIDNt N 1'�T', I�'-t-�1�(.�.I _ I I- N 7r. , __ c} WP f..F, -------- _ -- - G CITY OF RANCHO CUCAMONGA, CALIFORNIA w CITY ENGINEER DATE USE WITH STANDARD SPECIflG1110N5 FOR PlRri1C WORKS CONSTRUCTION �yj CRY ENGINEER DATE USE WITH STANDARD SPECIFICA ms FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 I ----- t APPRDVEfI Bri----- -- -'- ----- _CALIFORNIA --SHEET 1 OF t R.C.E. _ 493 a R.C.E. -._------ ---- - �-- �-- ----- -----_._ --.-.-- ---_.- _...---- --._-__ __--------- ----�-----.___._ I - - - - STANDARD PU1H ' r: P E-JUL,(_'H I)`•j t'f"L,IL!1TI()i�d --- ----------- +I CITY ENGINEER DATE USE WITH STANDARD SRCIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I R C.E .. E_T NOF1 ----- _ of 1 naesemmaxos. .z_cs-axis:zuaa,...::�sv,-� .f...:.:____s:.,_:x:�.:x-_..,-srgyc.-am:a.,.._z.�:-_,•.�, -.�.�., c: _u--.�.-�.:.,'-- ., ,.:.... .. .,... ,..« .....,..___ ._. _. _ .. .-._. _ _.__.. _-_.�_:<- __.._.- --w_..1_ .___.-- _ - �-, , .. _ .. . .�eires:e_�s�esrxraeas,zascnar�rr:aaEEassx!Ar:rs•.c.�an<�c4s� _rte-ae, .. ,..... .. .,..:. ,a. � . .. -__-atm_-y,_�.. _:•.- s x ,- ,,, rz ,- .� - ..v_::>...,...._�.�__..�... .,:�..-..:;._�.:.,�.::-_,._i.,.ze.3:s�-s�.,_.�„•su._vF.:_>.�.:.zs�+�:s:. �.-.�.z,.,.=a....-..-�:...�___..�.._..i_�__.._.:,,.a._...--�-ju���.J,r.�-__> _._...a _�._.._..- I I i i i I I CASE 1 COM GAITANDAND 11NX TOOL mm"JOIIIS TO AOL'TII OOMIL r CO {I010 Pow" 4 ° , fl II q�p� 1{ CASE 2 BOIiOTI LN1192 A 'o�..IE LL�O�!Ot NIDE OP UIH AT CON01> TE HL4M - 1/2" RADIUS i aonrnroNE. ;i;i D EDM AND FMBSH PER PLAN I 1' I, i (WrALL AT ORADE LEVEL AT SWAM 011 POt PLAN TX,MY COMPACTED 3" BERM TO FORM 2" IN PLANT amCROST1105) i Y_s • DEPRESSED WATERING BASIN, 8" OR 8' I a-Do111aICTE e�Ito TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. SEE NOS 2 FlNISH GRADE 1/2-RADIUS EXTEND 2 BE ABOVE NO WOOD CHIP MULCH SHOULD CASE 3 --� e'�---z4"-----i NC I- FINISH GRADE PLACED OR ALLOWED TO REMAIN OVER THE ROOTBALL. SC�r�� _ 2/S MOIITARm STONE SMMLE FINISH GRADE T I --" L d�A• 4" 1/3 e •r •.i.i N T • �, cowtaroNE W 3 s(w cuRe 2' - rTT v ' #3 RE-MR CON'RNUOUS T - III (UNLESS OTHERWISE INSTRUCTED) 2' MIN. / 4' MAX. RAD, t ! S' POC _ Cm rICURIS Nt(UTTER SEE DETAIL FOR 2 ROOT BALL I WOINALOWED NAIVE SOB. AD�M16i' �r APE PER CRY M. 634 � '�� � ��. ��' f j PLANT PIT TO BE (2) TIMES THE REAR i' PCC MOW CURB -rte 1 h WIDTH OF THE ROOT BALL. � c• ' PER CRY SID 834 v� urs ARFPI 11ER COMLESTCNEKAJOWAPE xc paf�1- T TrPJ NATIVE BACKFILL WITH NO I J JOIN AT SOON"MW ANGLES (M.SAP~ License Renewal ROCKS GREATER THAN 3" { I _ '' �" ' ` " M° Date: 12-31-200 DIAMETER. i " WiiWW NOTES: OR WAIX NOTES: UNDISTURBED NATIVE SOLE. 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/B" EXPANSION 1. , a 7tjTI0U NOTES: END CONDITION - i JOINTS AT 20'-O" D.C. I. CONCRETE CLASS li20-0-2SOO y�y�� 2. 8" WIDE CONCRETE HEADER TO 13E 2. r 9. MAIWACaNCRINE TO BE 5E0-CC-2N96 MOUSED ONLY WHEN ADJACENT TO CITY- 3. 1/AGYICOrtPIXY-MMM CONaREIE T+dIRBD AROUND BOUL11Ek F FLS(RUCIIGN PLAN. a. eo(xDNxs�2. ROCK SMEs, MUM�MMO T1r- WIL ssMu wA LA EYBEorENr ------------- --- __-.--- ---__-- -- --___ _ ? WE NOTES: �i T. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE --_-_-- ------ ----__- - -- - -__- 4. ALL SPACES BEIWFDI iTOIWB SFNLL BE FILLED WN CIABi'D' MORTAR 1 PARI CBOIT OF R00T BAIL_ DO NOT CRACK ROOT BALI. a AS AN:EDGE TREATMENT TO ALL NON-hIARDSCAPE LIMITS OF WORK, I uAt� ) d N 4. HEADERS TO BE USED AS EDGE TREATMENTS A ALL ITS OF AREAS. 4. SOUK caLrAr IED Ells-auoE 1i To z-1 vvels sArNo. s000 vyl Panl,wB a Trr ooNaRnE (ND bRr-PACK.a AunwED AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. 1 PROW ROIMHIIC RodtRwlXBc. f x A SAMPM HBI.10 SO. R O[APPROYlJ)BV ITIE BRY BN�PlabR.LABOR T°O , 0- FINAL NXnNO POSITION OF ALL a"IL M 70 K na i 1 & 7. ROM$KILL BE SYOM,,ROUNM NO FIDE OF~410 �NO eace"NE KION OONIFM8. . -.--------- ,Y { I N B. ALL COME CAPE $TOM KN S BRAOE ISM'COIIIyK1E i 100 A6 AN SOK AT PMMIBLD. ---------- ---- - -- ------ - ___ _ CITY OF RANCHO CUCAMONGA, CALIFORNIA -- g IRM =W NO*OAS A 2111 MEN.AT ALL WI IS WIM THE ILMW. _ CITY OF RANCHO CUCAMONGA, CALIFORNIA ar CITY OF RANCHO CUCAMONGA CALIFORNIA APPROVED TTY: STANDARD PLAN I A,�,m AY, .. _ ; CITY OF RANCHO CUCAMONGA, CALIFORNIA ------------------.---- ------ --- ---------_.--_-- _. .. - _'Q l'\�`j' T T.T ;f }`1,'}. STAIIDARD UrLNI AMIIDMm W. STANDARD PIAN T CONCRETE HEADER BOULDER PLACEMENT � "�' RIVER WASHED GRANITE nAN��+� DESCRIPTION OF REVISIOkl DATE 1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR MOM WORKS CONSTRUCTION SHS 1 OF 1 " 534 :)rl F?--�, 1 fir - - I COI3I3LE�aTO:NES -ry ,J i DATE uBE WRN snsloARs SlMIRQAITNS FOR PUNIC wDRIIB COIr1IM1OYlOR 1 as Glop R OA7B usE wmI STANIMRD aPCDIfIDNnTIa FOR PUKX we"CONSTRUCTTN __ -- .- -_--__- RJ;NE SHEET 1 OF t 1 RCE SNEEI 1 OF 1 RCS L7r1lE[R DATE USE WRN WANUM WWWAIIOIT TOR MUC WOW COWRIMM, SHEET I Or I - __---------- ------ ------ - ) 1_1F-AW 1 1G c:' UCAIv11:;) I\1 P LA NG DE TA IL 1. _ur_:,azu=:..e• L.�:r._s,r�:�.rm+.:.�.�ss�e=.tc��;.�a�sj•.ia'_+y Satamm2�.xs;+t _ •..__... - .-•zvrs,ry¢�_�cn�=^-:rzsau:c^:vJ•--•.--•••.an ______�'ra�.,_,a.�srrsvxmc.�--.:,-. I� TRA .T No. 16644 tl BERYL STREET ,I y I Landscape & Irrigation Pians --------------------- --------_._-_ - -- -----__ ---- AIF: t I APPROVED BY: CITY ENGINEER RCE: 2� 9EM -- - SIGN PLAN PREPARED BY: REC0Mkff N10F0 I Cl' C T Design Studs® �- DE - - -- ChriSty L.-1 Landscape Architect -- _ DRAWN ----- ' Nevada State Lic. No.607 California State tic. No, 3735 SHEET PB 2278 Pioneer Drive,Reno, NV 89509 775-691-6047 fax 775-825-0967 may•-�esionChri i CHECKED --�- _ R.L.A. No.3735 DRAWING KJO -- - ---------.- --- --- ----- --- ----- - ---- ------ -- -- _ ___ __�- ----- -a e � - - - -- Ute N ----- 11 11 t . S 25 05 PROJECT SHEET NO, - �, (")F =J ____ __ ---- .- _ __---- i C. Controller Charts: 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of M. Control Valve Boxes: 3. Flooding of trenches will be permitted only with approval of the City of B. Testing of Irrigation System: I CITY OF RANCHO CUCAMONGA type and installation methods prescribed by the manufacturer. Rancho Cucamonga, PLANTING AND IRRIGATION SPECIFICATIONS I. As-builts drawings shall be approved by the City of Rancho Cucamonga 1. Use 10"x 10-3/4"round box for all gate valves. Carson Industries#910-1213 I. The Contractor shall request the presence of the City of Rancho Cucamonga before controller charts are prepared. 7. All PVC pipe must bear the following markings: with green bolt-down cover or approved equal. Extension sleeve shall be 4. 11' settlement occurs and subsequent adjustments in pipe, valves, sprinkler in writing at least 48 hours in advance of testing. PVC with minimum size of six(6)inches. heads. lawn,planting,or other construction are necessary,the Contractor shall 2. Provide one controller chart for each controller sequence. a. Manufacturer's name make all required adjustments without cost to the City. 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square SPRINKLER IRRIGATION SPECIFICATIONS b. Nominal pipe size 2. Use 9-1/2"x 16"x I I"rectangular box for all electric control valves. Carson inch and prove watertight. 3. The chart shall show the area controlled by the automatic controller and shall C. Schedule or class Industries# 1419-12B with green bolt-down cover or approved equal. C. Trenching and Backfill Under Paving: PART I -GENERAL be the maximum size which the controller door will allow. d. Pressure rating in P.S.I. Note: Testing of pressure main lines shall occur prior e. NSF(National Sanitation Foundation)approval 3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick coupling I. Trenches located under areas where paving, asphaltic concrete, or concrete to installation of the electric control valves. 1.01 DESCRIPTION 4. The chart is to be a reduced drawing of the actual installed system. However, f. Date of extrusion valves. Carson Industries # 608-12 with green flex-lock cover or approved will be installed, shall be backfilled with sand (a layer four(4) inches below in the event the controller sequence is not legible when the drawing is equal, the pipe and six (6) inches above the pipe)and compacted in layers to 95% 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 A. Scope of Work: Provide all labor.materials,transportation,and services necessary to reduced,it shall be enlarged to a size that will be readable when reduced. 8. All fittings shall bear the manufacturer's name or trademark, material compaction, using manual or mechanical tamping devices. Trenches for pounds per square inch and proven watertight prior to paving. furnish and install the Irrigation System as shown on the Drawings and described designation,size,applicable I.P.S.schedule and NSF seal of approval. 4. Use 9-1/2"x 16"x I I"rectangular box for all electric control valves installed piping shall be compacted to equal the compaction of the existing adjacent 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop. herein. 5. The chart shall be a black line or blueline ozalid print and a different color within on-grade landscaped areas. Carson Industries# 1419-12B with green undisturbed soil and shall be left in a firm unyielding condition. All trenches replace joints and repeat test until entire system is proven watertight. shall be used to indicate the area of coverage for each station. C. PVC Non-Pressure Lateral Line Piping: bolt-down cover or approved equal. shall be left flush with the adjoining grade. The Contractor shall set in place, B. Standards: All work and materials shall comply with governing codes,safety orders, cap and pressure test all piping under paving prior to the paving work. 5. All hydrostatic tests shall be made only in the presence of the General standards, and regulations, and meet the minimum requirements of the Standard 6. When completed and approved,the chart shall be hermetically sealed between 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with 5. Use 10"x 10-1/4"round box for all quick coupling valves installed within on Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled Specifications For Public Works Construction(Green Book)latest edition. two pieces of plastic,each piece being a minimum 20 mils. solvent-weld joints when installed in planting areas. structure landscaped areas. Carson Industries No. 910-12B with green bolt- 2. Generally, piping under existing walks is done by jacking, boring, or down cover or approved equal. until it has been observed,tested,and approved in writing. pp q hydraulic driving, but where any cutting or breaking of sidewalks and/or 1.02 QUALITY ASSURANCE&REQUIREMENTS 7. These charts shall be completed and approved prior to the final field 2. Non-pressure lateral line piping installed under paved areas shall be PVC concrete is necessary, it shall be done and replaced by the Contractor as a part observation of•the irrigation system. Schedule 40 with solvent welded joints. N. Sprinkler Heads: of the Contract cost. Permission to cut or break sidewalks and/or concrete 6. Furnish necessary force pump and all other test equipment. A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all shall be obtained from the City of Rancho Cucamonga. No hydraulic driving 7. When the irrigation system is completed, perform a coverage test in the observations as required. D. Operation and Maintenance Manuals: 3. Pipe shall be made from NSF approved, Type 1, Grade 11 PVC compound I. A II sprinkler heads shall be of the same size,type,and deliver the same rate of' will be permitted under concrete paving. presence of the City of Rancho Cucamonga to determine if the water coverage i conforming to ASTM resin specification D1784. All pipe must meet precipitation with the diameter(or radius)of throw,pressure,and discharge as for planting areas is complete and adequate. Furnish all materials and perform B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be I. Prepare and deliver to the City of Rancho Cucamonga within ten calendar requirements set forth in Federal Specification PS-22-70 with an appropriate shown on the Drawings and/ors specified in these special provisions. 3. Refer to City Standard 120 "Trench Repair" when within City streets followed in all cases where the manufacturers of articles used in this Contract furnish days prior to completion of construction, two hard-cover, three ring binders standard dimension ratio. g P P all work required s,correct any inadequacies s coverage duet i deviations y p p g susceptible to traffic loads. from the Drawings, or where the system has been willfully installed as directions covering points not shown in the Drawings and Specifications. containing the following information: 2. Spray heads shall have a screw adjustment. indicated on the Drawings when it is obviously inadequate, without bringing 4. Except as noted in paragraphs I, 2, and 3 of this section (2.01B), all D. Assemblies: C. Ordinances and Regulations: All local, municipal and state laws, and rules and a. Index sheet which states Contractor's name, address, and telephone requirements for non-pressure lateral line pipe and fittings shall be the same 3. Riser units shall be fabricated in accordance with the details shown on the this to the attention of the City of Rancho Cucamonga. This test shall be regulations governing or relating to any portion of this work are hereby incorporated number, and which lists each installed equipment and material item as for solvent-weld pressure main line pipe and fittings as set forth in section drawings. I. Routing of sprinkler irrigation lines as indicated on the Drawings is accomplished before any ground cover is planted. into and made a part of these Specifications,and their provisions shall be carried out including names and addresses of manufactures local representatives. 2.01 B of the Specifications. diagrammatic. Install lines (and various assemblies) in such a manner as to g• Upon completion of each phase of work,the entire system shall be tested and by the Contractor. Anything contained in these Specifications shall not be construed b. Catalog and parts sheets on every material and equipment item 4. Riser nipples for all sprinkler heads shall he the same size as the riser opening conform with the details in the Drawings. to conflict with any of the above rules, regulations, or requirements of the same. installed under this Contract. D. Brass Pipe and Fittings: in the sprinkler body. P g adjusted to meet site requirements. However, when these Specifications and Drawings call for or describe materials, C. Guarantee statement. workmanship,or construction of a better quality,higher standard,or larger size than d. Complete operating and maintenance instructions on all major I. Where indicated on the Drawings, use red brass screwed pipe conforming to 2 Install NO multiple assemblies in plastic lines. Provide each assembly with 3.07 MAINTENANCE p pe g j 5. All sprinkler heads of the same type shall be the same manufacturer. its own outlet. is required by the above rules and regulations, the provisions of these Specifications equipment. Federal Specification#WW-P-351. and Drawings shall take precedence.. A. The entire irrigation system shall be under full automatic operation for a period of O. Sleeving: 3. Install all assemblies specified herein in accordance with respective detail. In 2. In addition to the above mentioned maintenance manuals, provide the City's 2. Fittings shall be red brass conforming to Federal Specification#W W-P-460. seven(7)days prior to any planting. absence of detail drawings or Specifications pertaining to specific items D. Explanation of Drawings: maintenance personnel with instructions for major equipment and show I. Sleeving under hardscape or paved areas for mainline, lateral lines or control q P (� evidence in writingto the Cit of Rancho Cucamonga at the conclusion of the E. Copper Pipe and Fittings: required to complete work, dorm such work in accordance with best B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation Y g wiring shall be Schedule 40 P.V.C.or approved equal. standard practice with prior approval of City of Rancho Cucamonga. period. I. Due to the Scale of the Drawings, it is not possible to indicate all offsets, project that this service has been rendered. fitting, sleeves, etc., which may be required. The Contractor shall carefully 1. Pipe: Type K,hard tempered. investigate the structural and finished conditions affecting all of his work and E. Equipment to be Furnished: P. Vandal Resistant Controller Enclosure: 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture 3.08 C before installation. Installation and solvent welding methods shall be as plan his work accordingly, furnished such fittings, etc.,as may be required to 2. Fittings: wrought copper,solder joint type. meet such conditions. Drawings are generally diagrammatic and indicative of l. Supply as a part of this contract the following tools: 1. Controller enclosure shall be of size and type shown on the Irrigation recommended by the pipe and fitting manufacturer. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be installed. The work shall be installed such a manner as to Drawings and Irrigation Detail sheet. removed from the site, all walks and paving shall be bloomed or washed down, and any the work c be n 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 16%zinc. 5. On PVC to metal connections, the Contractor shall work the metal avoid conflicts between the irrigation system, planting and architectural a. Two(2)sets of special tools required for removing,disassembling and 24%cadmium,solidus at 1 125°F,and liquidus at 1145° F. 2. A backboard shall be secured to the controller enclosure housing to provide a pe approved eq damage sustained on the work of others shall be repaired to its original condition. connections first. Teflon to or ved nal,shall be used on all threaded adjusting each type of sprinkler and valve supplied on this projec base for mounting the automatics sprinkler controller and terminal strip. PVC to PVC,and on all threaded PVC to metal joints. Light wrench pressure features. g P p. b. "Iwo(2)four-foot valve keys for operation of gate valves. F. GateValves: is all that is required. Where threaded PVC connections are required, use 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 2. All work called for on the Drawings by notes or details such be furnished and C. Two(2)keys for each automatic controller. d. One 1 quick coupler key and matching hose swivel for eve five 5 , 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 threaded PVC adapters into which the pipe may be solvent welded. installed whether or not specifically mentioned in the specifications. ( )q P Y g every ( ) 1. Ball Valves(I h'and smaller) A. The Contractor shall operate each system in its entirety for the City of Rancho or fraction thereof of each type of quick coupling valve installed. volt receptacle. Metal conduit shall run from the 117 volt supply to the Cucamonga at time of final observation. Any items deemed not acceptable by the controller housing. All power within the housing shall be properly phased. L. Line Clearance: City of Rancho Cucamonga shall be reworked to the complete satisfaction of the City 3. The Contractor shall not willfully install the irrigation system as shown on the a. Ball valves shall be a 125 Ib SWP bronze valve with threaded ends anti Drawings when it is obvious in the field that obstructions. grade differences, 2. The above mentioned equipment shall be turned over to the City at the shall be equipped with a stainless steel handle. 4. A terminal strip shall be provided, clearly indicatingthe proper points of ( ) of Rancho Cucamonga. I. All lines shall have a minimum clearance of six 6 inches from each other area dimensions exist that might not have been considered conclusion of the project. Before final observation can occur, evidence that b. Ball valves shall be Nibco T-585-70-66 or approved equal. P P P B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City or discrepancies m g connection of all appropriate wiring (station valves, master valve, common. and twelve (12) inches from lines of other trades, with the exception of the j in engineering. Such obstructions or differences should be brought to the the City has received material must be shown to the City of Rancho C. All Ball valves shall be installed per detail. has received all accessories, charts. record drawings, and equipment as required attention of the City of Rancho Cucamonga. In the event this notification is Cucamonga. central control). control wire sleeve(s) which shall le installed adjacent to pressure supply not performed,the Contractor shall assume full responsibility for any revision line. Parallel lines shall not be installed directly over one another. before final site observation can occur. 2. Resilient Wedge Gate Valve(2"and larger) Q- Miscellaneous Irrigation Equipment: necessary. 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING 3.10 SITE OBSERVATION SCHEDULE F. Automatic Controller Assembly: a. Resilient Wedge Gate valves shall be epoxy coated and equipped with I. Refer to the Irrigation Plans for sizes and 1.03 SUBMITTALS A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in a 2"operating nut. equipment. g types of miscellaneous irrigation A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in handling, loading, unloading,and storing PVC pipe and fittings. All PVC pipe shall b. Resilient Wedge Gate valves shall be No.403 RT-RW as supplied by Install as per manufacturer's instructions. Remote control valves shall be connected advance for the following observation meetings,according to the time indicated: A. Material list: be transported in a vehicle which allows the length of pipe to lie flat so as not to Watts or approved equal. 2. All miscellaneous irri anon a tri moot shall be as specified ora roved to controller in numerical sequence as shown on the Drawings. subject it to under bending or a concentrated external load at any point. Any section c. All Resilient Wedge Gate valves shall be installed per detail. g equipment p PP 1. The Contractor shall furnish the articles, equipment, materials, or processes of pipe that has been dented or damaged will be discarded, and if installed, shall be equal. I. Pre-Job Conference-7 days G. High Voltage Wiring for Automatic Controller: specified by name in the Drawings and Specifications. No substitution will be replaced with new piping. G. Quick Coupling Valves: PART 3-EXECUTION 2. Pressure supply line installation-24 hours allowed without prior written approval by the City of Rancho Cucamonga. I. 120 volt power connection to the automatic controller shall be provided by the 1.05 SUBSTITUTIONS I. Quick coupling valves shall have a brass, two-piece body designed for 3.Q1 OBSERVATION OF SITE CONDITIONS Contractor. 3. Lateral line and sprinkler installation-24 hours 2. Complete material list shall be submitted prior to performing any work. working pressure of 150 P.S.I. Material list shall include the manufacturer,model number,and description of A. If the Contractor wishes to substitute any equipment or materials for the equipment or 2. All electrical work shall conform to local codes. ordinances, and union 4. Automatic controller installation 24 hours all materials and equipment to be used. Although manufacturer and other materials listed on the Drawings and Specifications, he may do so by providing the 2. Quick coupling valve shall be operable with a quick coupler key. Key size A. A11 sealed dimensions are approximate. The Contractor shall check and verify all authorities having jurisdiction. following information to the Ci of Rancho Cucamonga for approval: and t shall be as shown on the Drawings. size dimensions and receive approval from the City of Rancho Cucamonga prior to 5. Control wire installation-24 hours information may be different, the following is a guide to proper submittal g• City g PP type g • if. Remote Control Valves: format: proceeding with work under this Section. I. Provide a statement indicating the reason for making the substitution. Use a H. Backflow Prevention Units: 6. Pressure supply line and lateral line testing-48 hours Item No. Description Manufacturer Model No. separate sheet of paper for each item to be submitted. 1. Backflow prevention unit shall be of size and type indicated on the irrigation B. Exercise extreme care in excavating and working near existing utilities. The I. Install where shown on the Drawings. Where grouped together,allow at least drawings. Install backflow prevention units in accordance with the Drawings. Contractor shall be responsible for damages to utilities which are caused by his twelve(12) inches between adjacent valve boxes. Install each remote control 7. Coverage test-48 hours I Backflow Preventer Febco 825-Y-BV 2. Provide descriptive catalog literature, performance charts and flow charts for operations or neglect. Check existing utilities drawings for existing utility locations. valve in a separate valve box. 2 Automatic Controller Calsense ET2000-24-LR-RR each item to be substituted. 2. Wye strainers at backflow prevention units shall have a bronzed screwed bov 8. Final observation-7 days 3 Master Valve Superior 3100 RCV P g P�P with 60 mesh monel screen and shall be similar to Bailey#I OOB or approved C. Coordinate installation of sprinkler materials including pipe, so there shall be no 1. Flushing of System: B, When observations have been conducted other than the City of Rancho Cucamonga. 4 Etc. Etc. Etc. 3. Provide the amount of cost savings if the substituted item is approved. equal. interference with utilities or other construction or difficulty in planting trees,shrubs, I. After all new sprinkler pipe lines and risers are in place and connected, all show evidence in writing of when and by whom these observations were made. and ground covers. Irrigation submittal must be specific and complete. All items must by listed B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or 3. All pressure main line piping between the point of connection and the necessary diversion work has been completed, and prior to installation of g rejecting an submittal item as an approved equal to the equipment and materials sprinkler heads,the control valves shall be opened and full head of water used C. No site observations will commence without "As-Built" record drawings. The and should include solvent, primer, wire, connectors, valve, boxes, etc. No J g Y PP eqbackflow, preventer shall be installed as required by local code. The D. The Contractor shall carefully check all grades to satisfy himself that he may safely to flush out the system. contractor shall not call for a site visit without "As-Built" record drawings, without copies of manufacturer's literature (catalog cuts) are required as submittal listed on the Drawings and Specifications. Contractor shall vert with the local governing body as to material verify g g y type and proceed before starting work on the irrigation system. completing previously noted corrections, or without preparing the system for said information. installation procedures prior to start of construction. Submit shop drawing for 1.06 GUARANTEE approval. 3.02 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system has been visit. 3. Equipment or materials installed or furnished without prior approval of the accomplished to the complete satisfaction of the city of Rancho Cucamonga. City of Rancho Cucamonga may be rejected and the Contractor may be 1. Check Valves: A. Physical layout: required to remove such materials from the site at his own expense. A. The guarantee for the irrigation system shall be made in accordance with the attached J. Sprinkler Heads: form. The General Conditions and Supplementary Conditions of these Specifications I. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze I. Prior to installation, the Contractor shall size stake out all pressure supply I. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to 4. Approval of any item,alternative or substitute indicates only that the product shall be filed with the City prior to acceptance of the irrigation system. construction with replaceable composition,neoprene,or rubber disc and shall lines,routing and location of sprinkler heads. P g g P be installed in this work shall be equivalent in all respects to those itemized. or products apparently meet the requirements of the Drawings and meet or exceed Federal Specification WW-V--51 D,Class A,Type IV. Specifications on the basis of the information or samples submitted. B. A copy of the Guarantee form shall be included in the operations and maintenance 2. All layout shall be approved by the City of Rancho Cucamonga prior to 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. manual. 2. Anti-drain valves shall be of heavy ditty virgin PVC construction with F.I.P. installation. In no case shall the spacing exceed the maximum recommended by the 5. Manufacturer's warranties shall not relieve the Contractor of his liability thread inlet and outlet. Internal parts shall be stainless steel and neoprene. under the guarantee. Such warranties shall only supplement the guarantee. C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of" 13. Water Supply: manufacturer. contain the following information: head. Anti-drain valve shall be similar to the Valcon "ADV" or approved 3.04 TEMPORARY REPAIRS 13. RECORD DRAWINGS: equal. I. The irrigation system shall be connected to water supply point(s) of O LANDS GUARANTEE FOR IRRIGATION SYSTEM connection as indicated on the Drawings. Q.� 9,0 J. Control Wiring: The City reserves the right to make temporary repairs as necessary to keep the sprinkler r_ \Se(4 L. Tv F I. The Contractor shall provide and keep up-to-date a complete record set of system equipment in operating condition. The exercise of this right by the City shall not W Q F/J q9 We hereby guarantee that the irrigation system we have furnished and installed is free from 2. Connections shall be made at the approximate location(s) shown on the V44 G� blueline ozalid prints which shall be corrected daily, showing every change relieve the Contractor of his responsibilities under the terms of the guarantee as herein � �, s detects in materials and workmanship,and the work has been completed in accordance with I. Except as noted otherwise,connections between the automatic controllers and Drawings. The Contractor is responsible for minor changes caused by actual I :-t from the original Drawings and Specifications and the exact installed specified. the Drawings and Specifications,ordinary wear and tear,unusual abuse,or neglect excepted. the electric control valves shall be made with direct burial copper wire AWG- site conditions. * n locations, sizes, and kinds of equipment. Prints for this purpose maybe Si We agree to repair or replace any defects in material or workmanship which may develop U.F. 600 volt. Control wiring installed in control wire conduit within v, 9-turg, "r obtained from the City of Rancho Cucamonga at cost. This set of drawings 3.05 EXISTING"TREES � during the period of one year from date of acceptance and also to repair or replace any structure shall be made with AWG-TW solid copper wire. Pilot wires shall be C. Electrical Supply: shall be kept on the site and shall be used only as a record set. a different color wire for each automatic controller. Common wires shall be 1F date damage resulting from the repairing or replacing of such defects at no additional costs to the `A� \Q` City. We shall make such repairs or replacements within a reasonable time,as determined by white with a different color stripe for each automatic controller. Install in I. Electrical connections for any and all automatic controllers shall be made to License Renewal ��CAL1FdQ'� 2. The Contractor shall make neat and legible notations on the record drawing Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all progress sheets dally as the work proceeds, showing the work as actually the City, after receipt of written notice. In the event of our failure to make such repairs or accordance with valve manufacturers specifications and wire chart. In no electrical point(s)of connection as indicated on the Drawings. possible care to avoid injury to trees and tree roots. in areas where two(2)inch Excavation replacements within a reasonable time after receipt of written notice from the City, we case shall wire size be less than#14. Date• 12,_31 2005 installed. For example,should a piece of equipment be installed in a location authorize the City to proceed to have said repairs or replacements made at our expense and 2. Connections shall be made at the approximate location(s) shown on the and larger roots occur shall be done by hand. All roots two(2)inches and larger in diameter, Date: that does not match the plan,the Contractor must indicate that equipment has we will except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily - ____ll pay the costs and charges therefore uponeman dd. 2. Wiring shall occupy the same trench and shall be installed along the same Drawings. The Contractor is responsible for minor changes cause by actual __ i___ __ -_ been relocated in a graphic manner so as to match the original symbols as route as pressure supply or lateral lines wherever possible. site conditions.: wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is 1 indicated in the irrigation legend. The relocated equipment and dimensions PROJECTrun close to trees having roots smaller than two(2)inches in diameter,the wall of the trench will then be transferred to the original record drawing plan at the proper time. 3.03 INSTALLATION adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one(1) inch ------ - - -- -- - 3. Where more than one(1)wire is placed in a trench, the wiring shall be taped - ----- to ether at intervals of fifteen I S feet. and larger in diameter shall be painted with two coats of Tree Seal, or equal. Trenches LOCATION: g ( ) 3. Before the date of the final observation, the Contractor shall transfer all - - A. Trenching: adjacent to tree should be closed within twenty-four (24) hours; and where this is not information from the"record drawing"prints to a sepia mylar or similar mylar possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or material. Arrangements shall be made through the city for obtaining said ---- - T__-- -- ----_ - " SIGNED: 4. An expansion curl shall be provided within three (3) feet of each wire canvas. sepia mylar e similar mylar material. All work shall be in waterproof India connection at each electric control valve,so that in case of rep air connection. Expansion curl shall be of sufficient length at each splice the valve I. Dig trenches straight and support pipe continuously on bottom of trench. Lay -------------------- - _ -_ink and applied to the mylar by a technical pen made expressly for use on ADDRESSED: - bonnet may be brought to the surface without disconnecting the control wires. pipe to an even grade. Trenching excavation shall follow layout indicated on 3.06 FIELD QUALITY CONTROL mylar material. Such pen shall be similar to those manufactured by Control wires shall be laid loose) in trench without stress or stretching wire the Drawings and as noted. __ ___ _ - _ _ - - PHONE: DATE OF ACCEPTANCE: Y g g Rapidograph, Kueffel & Esser, or Faber Castell. The dimensions shall be - conductors. A. Adjustment of the System: made as to be easily readable even on the final controller chart (see Section DESCRIPTION OF REVISION DATE CITY PART 2-PRODUCTS 2. Provide for a minimum of twenty-four(24)inches cover for all irrigation lines APPROVED: C). The original mylar"record drawing"plan shall be submitted to the City of 5. All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, installed under paving or hardscaping. I. The Contractor shall flush and adjust all sprinkler heads for optimum Rancho Cucamonga for approval prior to the completion of the controller Rainbird Snap-Tile wire connectors., or roved equal. Make only one performance and to prevent overspray onto walks,roadways.and buildings as 2.01 MATERIALS P PP q Y chart. splice with each connector sealing pack. much as possible. �/ � 3. Provide for a minimum of twenty-four (24) inches cover for all pressure CITY 0 � RANCHO C U C A M 0 N C"A A. General: Use only new materials of brands and types noted on drawings, specified supply lines of three(3)inches or larger in diameter. 4. The Contractor shall dimension from two (2) permanent points of reference, 6. Field splices between the automatic controller and electric control valves will 2. If it is determined that adjustments in the irrigation equipment will provide - -________-____ __ herein,or approved equals. and more adequate coverage, the Contractor shall make such IRRIGATION SPECIFICATIONS such as building corners, sidewalk edges, road intersections,etc.,the location not be allowed without prior approval of the City of Rancho Cucamonga. 4. Provide for a minimum of eighteen (I 8) inches cover for all pressure supply proper q g ' of the following items: B. PVC Pressure Main Line Pipe and Fittings: lines of two and one half(2%")inches or smaller adjustments prior to planting. Adjustments may also include changes in K. Automatic Controller: nozzle sizes and degrees of are as required. TRACT N0 1%44 a. Connection to existing water lines. I, Pressure main line piping for sizes 2"and larger shall be PVC Class 315. 5. Provide for a minimum of twelve(I 2)inches for all non-pressure lines. b. Connection to existing electrical power. r 1. Automatic controller(s)shall be of size and type shown on the Drawings. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished C. onto varves. 2. Class 315 pipe shall g made from it NSF approved Type 1, Garde a PVC within ten(10)days after notification by the City. BERYL STREET compound eonfbtnting to ASTM wain apunirtaaNrin Dt 78A. All Popo must 6. Provide for a minimum cover of eighteen(I8)inches for all control wiring. d. Routing of sprinkler pressure lines(dimension max. 100'along routing). 2. Final location of automatic controller(s) shall be approved by the City of e. Sprinkler control valves. meet requirements as set forth in Federal Specification PS-22-70, with an Rancho Cucamonga. 4. All sprinkler heads shall be set perpendicular to finished grades unless f. Routingof control and locations ofalls lice boxes. appropriate standarddimension S.D.R. Solvent-weld Pi 7. Refer to City Standard 120 "Trench Repair" when within City streets Landscape & Irrigation Plans g P ( )( �)• susceptible to traffic loads. otherwise designated on the Drawings. g. Quick coupling valves. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power to each h. Stub-outs for future connections. 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC Schedule automatic controller location is to be furnished by others. The final electrical 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so __-_____-________--__-__-____ _ B. Backfilling: that each lateral operates at design pressure. �' � C' i- Other related equipment as directed by the City of Rancho Cucamonga. 40 with solvent welded joints. hook-up shall be the responsibility of the Contractor. P g P APPROVES BY: / � I DAT[- _/ _ __ /�- - CITY ENGINEER �'C/L 6�� '�_l/(_ (, RCE: 24953 1. The trenches shall not be backfilled until all required tests are performed. ti 5. On or before the date of the final field observation, the Contractor shaft 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade I PVC L. Electric Control Valves: Trenches shall be carefully backfilled with the excavated materials approved _ ___ _-_____ __ deliver the corrected and completed sepias to the City of Rancho Cucamonga. compound conforming to ASTM resin specification D17$S. All pipe must Delivery of the sepias will not relieve the Contractor of the responsibility of meet requirements i set forth in Federal Specification P1785. 0. for backfilling,consisting of earth, loam, sandy clay,sand,or other approved DESIGN PLAN PREPARED BY: RECOMMENDED 1. All electric control valves shall be the same size and type shown on the materials. free from large clods of earth or stones. Backfill shall be PB C T Design Studio /� furnishing required information that may be omitted from the prints. Drawings. l/ 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved mechanically compacted in landscaped areas to a dry density equal to adjacent Christy L Twit- Landscape Architect --- - (f PP - - undisturbed soil in planting areas. Backfill will conform to adjacent grades DRAWN Nevada State Uc. No.607 California State Lic.No. 3735 SHEET conforming to ASTM test procedure D2466. 2. All electric control valves shall have a manual flow adjustment. without dips,sunken areas,humps or other surface irregularities. 2278 Pi«seer Dri�e�Reno,NV 119509 7 3. Provide and install one control valve box for each electric control valve. PB 775-691-6047 fax 775-825.0967 CC 2. A fine granular material backfill will be initially placed on all lines. No -�-V__ Of Chi TmtWiQ tbrri - _ foreign matter larger than one-half(%:) inch in size will be permitted in the CHECKED DRAWING N0 initial backfill. R.L.A. N0.3735 CT Date 51250 File No D- '-,5 �. .- PROJECT SHEET NO. _-- 1- _ OF __--L=� . h CONCRETE SPECIFICATIONS 1.08 Material and Labor Releases: F. Substitutions - Substitutions for indicated plant material will be permitted provided PART 1 GENERAL the substitute materials are approved in advance by the City, and are made at no 7,02 Fertilizers: Upon completion of the work,the Contractor shall present to the City, signed copies of all 1.01 Description labor and materials releases for all work performed under Site Development. additional cost to the City. Except for authorized variations, all substitute plant A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro- materials shall conform to the requirements of these specifications. Power Controlled Release Nitrogen, as designated herein, or approved substitute as 1.09 Disposal and Clean-up: For concrete information refer to the Standard Specifications for Public Works Construction G. Plants Not Approved-Plants not approved are to be removed from site immediately required by the Agronomic soils report. Available from Gro Power(909)393-3744. (Green Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and replaced with suitable plants. The City reserves the right to reject entire lots of g Ammonium Sulfate: Granular form containing not less than 21%nitrogen and 24% and 400,as well as any other sections related to the installation,per and post installation of Remove all waste materials (including excavated material classified as unacceptable soil plants represented by defected samples. sulfur end shall at registered as an agricultural miner, with the State Ogen and 2 % material), trash and debris generated or encountered during the course of landscape Agriculture in compliance with Article 2-"Fertilizer Materials;'Section Depart en the concrete work,materials,labor,and clean-up. The Standard Specifications for Public Works construction, and legally dispose of it. During the course of the work, remove surplus of Construction is available from: materials from the site and leave premises in a neat and clean condition. Clean up and H. Stake all trees,as per details immediately after planting to prevent wind damage. Agricultural Code. Bi Building News remove all remaining debris and surplus materials upon completion of work, leaving the 3055 Overland Avenue premises neat and clean. The site shall be cleaned upon the request of the inspector. I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow at least 7 calendar days prior to installation of said lawns 7.03 General: Los Angeles,CA nue 310 202-7775 PART 2-EXECUTION or ground cover to provide for thorough watering of trees. All planting holes shall be ( ) excavated as defined on appropriate details. Maintenance shall start immediately after landscape irrigation and planting. 1.02 Scope 2.01 Protection: Maintain all plants and planted areas on a continuous basis as they are installed during the 4.03 Soil Amendments: P Keep all plant material delivered to site in a healthy condition for planting. Plants shall not progress of the work, and continue to maintain them until final acceptance of total project. Furnish and install all concrete work complete as indicated on the drawings or as specified, be allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or Soil amendments shall be as recommended in the Agronomic soils report Replace any dead or dying plants as directed by the Landscape Architect and City including,but not limited to the following: other suitable material until planting. Balled and burlapped plants shall have root ball representative. covered with moist sawdust,wood chips or other suitable material until planting. 4.04 Trees Stakes: A. Furnish and set all reinforcing steel,bolts,and anchors. A. irrigation: Operate irrigation system on an established program to maintain all plants 2.02 Installation: d planted areas in a healthy condition. Irrigation system run-off shall be kept to a Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further anp B. Install all items required by other trades which are to be cast into concrete. information. minimum. Damage to irrigation system resulting from maintenance and equipment Detailed layout of plants within the planting areas shall be performed by Contractor and and/or maintenance personnel,shall be restored to its original condition at no cost to approved by the Landscape Architect and City prior to planting. the Cit Failure of an rt of the irrigation system shall be brought to the attention C. Concrete mow strips, footings For walls, fencing, posts, benches, etc., where PART 5-GROUND COVER AND BEDDING PLANTS Y� y� g Y g applicable. of the City. No repairs other than emergency repairs shall be accomplished without Soil excavated from planting holes shall be amended to backfill around trees and shrubs 5.01 Scope of Work: written permission from the City. 1.03 Protection using the following mixture: Provide all materials and equipment and perform all work necessary for and incidental to B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas All finished concrete work shall be barricaded to pedestrian traffic for three 3 days. Native,On-Site Soil with rock no greater than 3"in diameter installing all round cover and bedding plants,as shown on plans,as reasonably implied,or at intervals not to exceed 10 calendar days. Pbe ( ) Y g g gP P Y P Gro Power Plus,5-3-1 15!bs/cy Barricade shall be placed imediatety,after concrete finishing. Contractor shall furnish,place Iron Sulfate 2 Ibs/cy delineated in the specifications. The Contractor may elect to remove such concentrations of weeds manually or by an and remove all of his own barricades. Contractor shall be responsible for any damage to new Y construction and replacement or repair of the work shall be made without added cost to the5.02 Bedding Plants: approved herbicide program. City. (To be used for bidding purposes only,verify with Agronomic Soils Test.) , construct a 3"earthen berm to form watering basin around each plant, to Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, C. Pest Control: Spray all plants and planted areas at beginning of maintenance program After backfilling 1.04 Clean-up and of the species and variety shown on plans. and as may become necessary thereafter by an approved method of pest control, to allow thorough water-in and establishment. keep all plants and planted areas free of insects and disease. Method shall be Upon completion of all concrete work and before final acceptance, the Contractor shall 5.03 Ground Cover: reviewed by the City prior to any applications. Pest Control shall include G er remove all tools, surplus materials,apparatus,debris,etc. from the site and the site shall be Prior to installation of turf and ground cover, remove water basins from around trees and control. left in a clean,neat condition acceptable to the City. shrubs. Berms in turf areas to be removed prior to City acceptance. Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be PART 3-SOIL PREPARATION AND FINISH GRADING. established and well rooted in Flats or similar containers. D. Pruning: Prune all plants as designated and directed by Landscape Architect,at start PLANTING SPECIFICATIONS of maintenance program and continue to prune plants as directed or as may become PART i -GENERAL 3.01 Scope of Work: 5-04 Mulch: necessary until the end of the maintenance program. Mulch: Shall be of compacted wood chip fiber. Remove trach weekly. Edge ground cover to keep in bounds and trim top growth as .A. Provide all materials and equipment, and perform all work necessary for and necessary to achieve and overall even appearance. Exterminate gophers and moles; 1.01 Scope of Work: incidental to the soil preparation and finish grading of all planting and lawn areas as repair da na shown on plans,as reasonably implied,or as delineated in the specifications. S.US Coordination: e. g Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all work,as indicated on the drawings,as reasonably implied,or as delineated in B. Furnishing,placement and grading,of topsoil for backfilling of planters if required. the Specifications as follows. C. Cleaning and finish grading of planters areas and planting areas. A. Do not have plants delivered to the job site until site conditions are read for 1.02 Standards: P 1 Y planting. if planting is delayed, keep plant roots moist and place in a sheltered PART 8-ACCEPTANCE OF PROJECT All work and materials shall comply with governing codes, safety orders, standards, and 3,02 Topsoil: location protected from the sun,wind and other damaging elements. regulations, and meet the minimum requirements of the Standard Specifications For Public 8.01 General: Works Construction(Green Book)latest edition. A. Existing on-site soils listed as'acceptable'under'Site Grading'specification. B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and ground cover planting. Upon completion of installation,a maintenance period of a minimum of 180 days for all landscaped 1 03 Quality Assurance: B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be areas is required prior to final acceptance of the work by the City. The Commencement date for the sandy textured. Silt plus clay content of this soil shall be no greater than 15% by 5.06 Installation: maintenance period shall commence upon written approval for all phases of planting installation by A. All Contractors performing Site Development work, must be licensed in accordance weight. The boron content of this soil shall be no greater than i part per million as the City Public Works Inspector. Maintenance period shall be adequate to verify plant with the laws of the State of California. measured on the saturation extract. The sodium absorption ratio (SAR)shall not Plant ground cover and bedding plants in moist soil and space as indicated on plans. characteristics and establishment. exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, B. Contractor shall provide the Landscape Architect and the City with a list of samples of the imported soil shall be submitted to an agronomic soils testing Each plant shall be planted with its proportionate amount of soil so as to minimize root A, Two inspections shall be made that affect the establishment period: The first after all Subcontractors and Material Suppliers expected to be employed during the course of laboratory, approved by the project Landscape Architect for analysis prior to use. disturbance. Soil moisture shall be such that soil does not crumble when removing plants plantings have been completely installed in order to approve the beginning of the construction. If Result of testing to be delivered to City for approval. Soil test to include analysis and from container_ establishment period, and the second at the end of the establishment period. C. Contractor shall obtain and keep in force Public Liability and Pro Damage recommendations. plantings are not acceptable at the end of the 180 day period, due to defective p ty petty g Regrade planter areas after planting, to restore smooth finish grade and to insure proper maintenance,then continue establishment until all work meets with the Specifications Insurance, during entire course of the Construction Contract. The amount of 3.03 Soil Amendments: surface drainage. A 4" layer of mulch material shall be spread over the entire planter area and can be approved. insurance shall be determined by City. after grade is established. Watering shall begin immediately after mulching_ (Grading shall e development work, the Contractor shall notify the Landscape All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report accommodate the mulch) B. At termination of establishment period all plant material shall be live, healthy, D. Prior to start of site furnished by the Contractor undamaged,and free of infestation. inferior plantings shall be replaced and brought Architect and City to give starting and completion dates. Contractor shall also supply 5.07 Protection: to a satisfactory condition before final acceptance of work will be made. All areas the Landscape Architect and City with the name and telephone number of the person 3.04 Soil Preparation: shall be neatly raked and free of weeds. in charge of the work. Erect temporary fencing or barriers to protect planted areas from damage prior to final t.04 Responsibilities and Coordination: All work on irrigation system shall be complete and inspected for recommended approval acceptance. and,fine grading completed,prior to rototilling and prior to soil amendment work. PART 6-WEED ABATEMENT A. Permits: The Contractor shall obtain and pay for all permits and inspections required After rough grades have been established, prepare all lawn and planting areas by tilling or by governing authorities for the work to be performed. cross ripping to a depth of 12". All rock and debris more than 2" in diameter shall be 6.01 Scope of Work: removed from the site,except for areas that are to be sodded, in which all rock and debris B, Existing Conditions: The Contractor shall verify all conditions and dimensions more than 1"in diameter shall be removed. Provide all material, equipment, and tabor necessary to perform all work as indicated on shown on the plaits at the site prior to commencement of any work under this plans,as reasonably implied,and as delineated in the specifications. contract. The Contractor shall verify the location and depth of all underground Apply spread,and rototil in all soil amendments as recommended to a depth of 6". Water utilities or f e ' � to start owork. areaa thoroughly after rototilling is complete. Incorporate evenly into the top 4"to 6" the 6.02 Quality Assurance: C. Temporary Utilities: The Contractor shalt apply for and pay all cost incutrfollowing for each 1,000 square feet of planting area:ed for all A. The Applicator of all weed control materials shall be licensed by the State of temporary utilities such as water,electrical pourer and gas as required by him for the 4 cubic yards of nitrolized Redwood or Fir shaving or equal California as a Pest Control Operator and a Pest Control Advisor in addition to any construction of the project. Temporary services shall be coordinated with the City 200 lbs.of Gro-Power or approved equal. subcontractor licenses that are required. and other contractors on the job site. B. All materials and methods must conform to Federal,State,and Local Regulations. , Reference Points, and Elevations: The Contractor is responsible for The above soil conditioning are minimal qualities only and should be used only for bidding D. Survey, po purpose, because soil conditions may change drastically from the time these specifications 6.03 Submittal: establishing all surveys, reference points and elevations required by him, and shown were developed to the time the actual soil conditioning take place. Therefore,the Contractor on plans for proper execution of site construction. shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted Prior to the installation of any weed control materials,the Landscape Contractor shall submit area. These soil tests shall be conducted by an approved Agronomic soils testing laboratory to the Landscape Architect/City a list of the weed control materials and quantities per acre E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours approved by the project Landscape Architect and City. Copies of the soil test to be provided intended for use in controlling the weed types prevalent and expected on the site,as supplied required by him for the construction of the project. All temporary traffic barriers and during the Pre-construction job conference. by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor detours shall conform to all conditions required by the City or governing authorities. and Landscape Architect and City data to demonstrate the compatibility of the weed control LANDS 3.05 Finish Grading: materials and methods with the intended planting and seed varieties present. 'X c- 1.05 Defective and Unauthorized Work: \� T vF%A) After rototilling operations are complete,grade areas to establish finish grades for planting. All work which is detemnined by inspection to be defective in its construction or deficient in All flow lines shall be maintained and proper tolerances shall be met after settlement at the C,' 'r any of the requirements of the plans and specifications, shall be remedied or removed,and end of the project maintenance period. * Signa C replaced by the Contractor at his own expense in a manner acceptable to the Landscape co� ture Architect and City. 6.04 Responsibility and Coordination: + p Finisgh grading shall leave surface of the ground uniformly smooth and free of abrupt grade '�`O ate change. A. Landscape Contractor is responsible for the erection of all signs and barriers required F CAUF� 1.06 Inspections: � po B ,A, The Contractor shall arrange for inspections by notifying the Landscape Architect,City and 3.06 Coordination: to prevent intrusion into the treated areas and to notify the public. LCe11Se Re MA%.*V a� governing authorities, 24 hours prior to time of inspection. unless otherwise noted. B. No material or methods shall affect the landscape planting or hydroseed germination. 3 s�© Weed abatement work shall be coordinated with the installation of the irrigation system No material or method shall render the job site unusable for more than 10 days from Date■ 12- Inspections shall be as listed below, but not necessarily in this order. Only the inspection rototilling and soil amendment work,and planting. (See Weed Abatement section). date of application. pertaining to the project scope of work will apply: PART 4-TREES AND SHRUBS Rough Grading. 6.05 Non-Selective Herbicides: Drain Lines and Catch Basins. 4.01 Scope of Work: Irrigations(main line pressure,coverage&system operations test). Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended Soil Preparation and Finish Grading. Provide all material,equipment,and labor necessary to install all trees and shrubs as shown by the Pest Control Advisor) Plant Material(delivery&placement). on plans,as reasonably implied and as delineated in the specifications. 6.06 Selective Herbicides: Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. 4.02 Products Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Final Inspection(after maintenance period)-7 days. A. Nomenclature-Plant names indicated on the drawings conform the "Standard Plant Pest Control Advisor) Names" established by the American Joint Committee on Horticulture. Except for The contractor shall arrange a Preconstruction job conference with the Landscape Architect names covered therein,the established custom of the nursery is followed. -- -" 6.07 Weed Eradication: CITY and City a minimum of seven(7)days prior to the beginning work. B. Condition - Plants shall be symmetrical, typical for varietyands res sound DESCRIPTION OF REVISION DATE APPROVED: and tion yif in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the 1.07 Guaranties: healthy, vigorous, free from plant disease, insect pests,or their eggs,and shall have planting areas will require control prior to removal, spray these areas per Pest Control e (� I � p n (l /� healthy, normal root systems, of Ie rang theta container, buy not a the point of Advisor's recommendations. CITY 0 f RANCHO C U C A 1 V I O N C f 1 A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be being root bound. Plants shall not be pruned at anytime,and in no case shall trees be guaranteed from date of final acceptance of landscape construction for periods as topped. - ---- -- follows: A. Prior to the installation of the irrigation system remove and clear all weeds and C. Trees and shrubs shall be growing at a recognized nursery in accordance with good deleterious materials from planting areas. CONSTRUCTIONAA& PLANTING SPECIFICATIONS Trees 24"box&larger 1 year horticulture practices and shall be of the size and caliper normally associated with the Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1"-2" TRACT No° AZAA Trees 15 gal.&smaller I year container size specified on plans. Removal of all tags,labels,nursery stakes and ties below the surface of the soil. Physically remove all weeds from the site. s6%1- Shrubs All sizes 120 days from all plant material prohibited until the approval of the Landscape Architect or BERYL STREET Cover 120 days City. PART 7-LANDSCAPE MAINTENANCE Bedding Plant 120 days Landscape & Irrigation Plans Lawn(sod) 120 days D. All plant material delivered to the site showing signs of damage or disease or is 7,01 Scope of Work: Lawn(seed) 120 days from first mowing insufficient in size to carry out the intent of the planting plan will not accepted and will be replaced at Contractor's expense. Provide all materials, labor and equipment necessary for, or incidental to, performing all Guarantees begin after the project acceptance by City and at the end of the 180-day -�--- maintenance period. Landscape Contractor shall replace and plant all materials E. Sizes of Plants-Shall be as stated on the Plan. Container stock (I-gallon,5-gallon, maintenance requirements as reasonably implied or as delineated in the specifications DATE: APPROVED BY: including,but not limited to the following: which have died within the time span stated above,at no cost and within 5 days from and 15-gallon)shall have been grown in containers for at least one(I)year. but not CITY ENGINEER RCE: 24953 receiving written notice from the Landscape Architect or City. if dead material is over two(2)years. Maintain all plants and planted areas. not replaced and planted within the 5 day period,City may replace dead material with Keep planted areas free of weeds and debris. DESIGN PIAN PREPARED BY: RECOMMENDED new material and charge the Landscape Contractor for all expenses incurred. Prune trees and shrubs. Fertilized all plants and planted areas. CT C T Design Studio _�7x Irrigation. Christy L TVeit- Landscape Architect -_-_= B. Construction Materials: The contractor shall guarantee all workmanship and Insecticide spraying. DRAWN Nevada State Lic, No.607 California State Lic. No. 3735 SHEET materials for all site development, for a period of one year from date of final PB 2278 Pioneer Drive,Reno,NV 89509 L-7 7 acceptance of project. 775-691-6047 fax 775-825-0%7 OF CHECKED C1lfistifCeode�i9tlSlUdiO OOit1 CT R.L.A. No.3735 DRAWING NO. Date 5/25/05 File No- PROJECT SHEET NO. OF__�