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HomeMy WebLinkAbout1140-L 777 7 -77--'77 77"_4 7, 777 77 7 777777777777777777 city of rancho cucamonga STANDARD DRAWING J A a C, 0 Y 6 YAFlu 1T,I ... DOUBLE STAKING461 16" V.I.T. twist brace, flanges nailed to F:Z- 10 4>4,1 lodgepole pine stakes with gals. roofing nails fAi" 0AI-1- 40V L dia. Jodgepolt pint stakes 101 long (2) MOWSTRi _T with wood preservative stain, stake a fninirAum of 12" into undisturbed soil and align stakes parallel to cesiter line of street. (use 12' BYO" --IT stakes for Eucalyptus) LOMEPOLE TO BE TREATED PLANTING DETAIL 14 oravel backfill • finished grade IRRIGATION LEGEND Deep rootor equal control planter 22-25-le-P where required or approved Symbol Manufacturer Catalog No. PSI Radius GPM Description equal oG Rainbird 1800 615EST 25 6 X 13 .59 Pop-Up End Side Strip RO9T SALL Backfill free of rocks 3* in dim. or greater re.ter !Ox!rl'pv(, ftwr Rainbird 1800 B15CST 25 6 X 26 1.2 Pop-Up Center Side Strip Lateral line class 200 P.V.C. size on plan 12" cover pyc' KA&—i­ 04 Gate Valve at point of connection with service line ❑ "xb" :7:� Rainbird EFA-CP Series Remote control valve - size on plan ROOT BALL OIAMETEA FERTILIZATION Mainline - sch. 40 - P-V-C- - size on plan 18" cover Agriforrm 21 gram plonling tablets V11DUH71NG DFA444F_-T—4' Rainbird ISC-4 4-station controller in Myers Meug-1-M sch. 40 sleeve by others 1' for equaO on table? per each 1/2 21&2*a?,Ft?T' CAP • of ciliper Rainbird 33DRC Quick coupler valves Water meter 21' supplied by owner rvr, "r A Systematic Hydromaster moisture sensor CHE1'EIZyp.LVE II f ty- H 47�- GPM X 61 Pvc, "L_ Neptune 575 Reduced pressure backflow preventor line size Valve size t C-0AW-E-5 OF Plw- L Tlc>N Agr- e it 01"v 'To TREE STAKING DETAIL QO AI.A_ 0 1=994!6� S 6050 EXTERIOR STREET Zb 0 C 14+ -3 G) 10V1. -——— —--——————— rzmcwM a AV-X- FLOWfl PW I C 10H cri ye V W dol V"4j 1 X E.V 10* TT ut4l a" Tyr. PVC FENCEM rp w F COMMUNITY 'MAL t 1010 SAPPHIRE STREET M 10 ow Z_ J�,(iTC4111\71c, \A, "04 L114F_ TILL I KJ L%JE TV To rpa. '515T F Z Cze.wAttTe THRUST a I ILL, Fvr- axr go I WJT the�rr T 4 6 10 :,7V_f4 REDUCED PRESSURE VALVE {Ki VP-V-,r fd'T 600,5T A",avt V 'bLY-X-e aIC4,105 60"Qtt;_<0 ere'to To f SCALE 1'w-40# -fo e)c V Z. 50 W-L-k 0FX CLQ 4-- .0 4 9*lrutk) <4Aoe)Tu 90--sTI`2%cT ELL 12. CV441�-1- %013T Street Tree fv?---,44 4c> o�o Q sp2_c-.F-, t!:LL-7 A;�I-Ar_e f7t�TWIV--, 0 Pistacia c *wv 45(fLTIL 0r"C__V_S hinensis KF-irq Chinese Pistache 15 gal PVG 1-0 Shrubs twill 11111111111 - flit �;C#40 I'V AP 4"LIHP- TO MAqffLJffIff �tKNi \A 0 Lagerstroemia indica 'Petite Snow' Dwarf White Crape Myrtle 5 gal'. FL. r=W Quick vaw Ground Cover -T ------ 7-1 8" o.c. Clumping Gazania t Gazania WN-K- M CUQF 2630 sq. ft. to be maintained ;:20' t 0 f E---- M N. 0 PiiG 1;0 40 V HIGH FOP C CDqnt1Z_ 0 NIIHI! FV P-D \ M^K" 6MMT EU-5 P4� CO) HIME IZ:' io. • rv(- L&rEF_,&,L LI"f- M M - - - -- ...... --- -------- QUICK COUPLING VALVE CONNECTION TO PLAN VIEW HIGH POP HEAD qklrf TIF -41 SAPPHIRE STREET REVISIONS ------ MAINLINE _4mm yt�L 4;t V65 P7,311, DESCRIPTION OF REVISION DATE TEIR TO K 1111.1111111 I PINOVIDED BY DEVELOPER CMTRACTDR a TO PNOVW Upon completion of installation, a maintenance period of (180) one CHMOSUPE III NO mcuo-t-111 hundred and eighty days is required prior to final acceptance of the wff"MOUNTING BASE OLVAL-1.AS PER MAMUFACTUREWS RECOWMEN- work by the City of Rancho Cucamonga. Maintenance shall include mowing, DATION weeding, irrigation, pruning, raising tree root balls which settle below CITY OF RANCHO CUCAMONGA d" EUCTRICAL CONDUM"SOtJWZ TO K PROVIDED Vf DVVIEU)INER grade, fertilizing and applying such sprays as are necessary for proper MILL TYPE CONTROL- care and upkeep. Maintenance also includes all repairs, replacement, 4-ANDSCAPE PLANS LER MOUNTED ViSIDE CONC—TE FOOT"*-14STAU J* 11.k�1CV#,12\16 ROA WILOCKikid Mill ABOVE FiNISMGRADE AND cleaning and adjusting necessary to keep the irrigation system in good SLDPE CONCRETE AT 2%TO DRAIN WP working order with proper coverage. ODNTIeX WOE TO EACH ft C V FINISH 6KAVF_ I-Oft,01-1 I LJ TLJ U I'v-40' -4�� COMMOW WORE TO ALL N.C_V'S ;C IW 5HR146 A T ACL WtW"(A"UF 0 14 MN lrrff*wstrips shall be provided between all shrub/ground cover areas and TRACT NO. 10349 * '4, r Trot- wIKf,S turf areas. -,q" mowstrips shall also be provided where City maintained >"s KEN01T CONTROL VN-VFI Provide one controller chart for each controller supplied, of the areas are adjacent privately maintained areas. PV.C. MN-L A.P^47rF-F- maximum size the controller door will allow, showing the area covered by Any trees within 3 feet of walls, walks, curbs or other potentially the automatic controller. The chart is to be a reduced drawing of "the root-damaged hardscape shall be installed with root 11 z GRADE FV.C-. actual as-built system. However, in the event the controller sequence control APPROVED BY DATE rVC. ELL. is not legible when the drawing is reduced, it shall be enlarged to a containers. ' Prior to backfilling tree pits contractor shall have City ELECTRfM UM-UM WW"AT FVC. 66H.40 FIM site that will be readable when reduced. The chart shall be a blackline inspect deep root container installation. CITY ENGINEER R.C.E.#2-2-*5 7 _ INTERVALS OF IZ'OC print and a different color shall be used to show the area of coverage DESIGN J PE FIRM RECOMMENDED It I. COMMON WIRE TO W WWTT 6 CORITONX WINE TO W @LA"N COLOR UPOLESS MWft"SF NMM� L A N-D S C%A of each station. Al I trees are to be located: ten feet from any light standard, power I NO SPLICES SHALL K MADE SETWEEN02N;JIIOLLIEPII 11,REMOTE CCNTROL VALVE UNLESS ctn5tll FOOT OTWRwISf A"OVW� FE^. (JRAIVEJ- When completed and approved by the Owner's representative, the chart pole, or reinforced concrete box; five feet from any drive approach, DRAWN PROFESSIONAL LANDSCA-PE CORP. SHEET 3. CONTROL 110111014G SCO-JEW"CORPTS"09 TO OPERATING SEQUENCE OF REMOTE CONTONX shall be hermetically sealed between two pieces of plastic, each piece fire hydrant, or underground structure (e.g. , catch basins, vaults) ; and VALVES & AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR C. "M LINE FgTri"6 CORRECT VALVE SEMNCE being a minimum of 20 mils. thick. The chart shall be mounted using three feet from any meter. 1743.W. ARROW HWY. Velcro or approved equal type of tape. UPLAND,. CA 01786 _FV.r,. L.&TExAL_ LINE- C)I TYPICAL ELECTRICAL METER AND CONTROLLER These charts must be completed and in place prior to final acceptance of CHECKED 714 985-2881 DRAWING NO. No SCALE ASSEMBLY the work by the City. REMOTE CONTROL VALVE I1+0- _ v> _- tea.. Lr 7 77"W_ 777� - , -7 -7 7�7 WN-17i"17 7_7 7 77 �-5',7777=z 777�,_7 - 7777 f<- _., . 3 - _ > r _ , 6. 12RK PROCEDURE: D: Plastic Pipe and Fittings Assembling: (continued) A. Ieneral requirements for piping: f. Allow at least 1S minutes set up time for each welded joint before 11RIGATI01t SYSTEM , moving. (1) Pipe lines. shall be installed in the locations and of the sizes shown on the Drawings or specified herein and of the materials E. Sprinkler Meads: The plane and details are incorporated as part of these and workmanship herein specified. Where piping on the Drawings :pec cations. Is shown under paved areas but cunning parallell and adjacent (1) Lawn sprinkler heads in open areas shall be installed at least 2" ick to planting areas, the intent of the Drawings is to install the above finished grade at the time of installation. Within five days :. �O�QF LARK: ftorkshall consist of furnishing ai materials, sere piping in the planting area. of notification by the Owner's representative, Contractor shall , and equipment necessary to fully install as indicated, a comlete and make whatever adjustments of pipe, fittings , valves or sprinkler satisfactory sprinkler system. (2) All pipe shall be assembled free from dirt. The plain line heads necessary to bring the system to the proper level of the supply shall be flushed out and tested for leaks before back permanent grade. approximate only; the filling and with control valves in place and before lateral' Contractor shall make proper and approvedd connections to these points Location of connection points shown play appropipes are connected to valves. Each section of lateral pipe (2) Lawn sprinkler heads along walks and driveways , where the finished where actually located. shall be flushed out before sprinkler heads are attached. grade level is established, shall be set flush at the time of Installation. The Contractor shall provide all wiring and piping required for the (3) generally, pips ruder concrete shall be dont by jacking, Instillations. The owner shall provide the electrical and water outlets boring or hydraulic driving. (3) Meads inground cover and planting areas shall be installed on as called for. nipples high enough to be above the surrounding planting as directed,- The Contractor shall obtain and pay for ali required permits and or as indicated on the plans. Where high shrubs are planted, inspections. Permission to cut or break sidewalks and/or concrete rust be longer risers shall be installed as directed by the Landscape obtained from the Owner's Authorized Representative. No Architect. See general notes on the Drawings for additional work required, but hydraulic driving will be permitted under asphaltic concrete (4) Shrub heads adjacent to valkways or parking shall be installed on an not specifically mentioned in these Specifications. paving. F. Control Valves and Backflow Devices: approved hi-pop head per plan. York not included will be indicated on the Drawings as "Future", (4) Underground lines up to 2" inclusive shall have a minimum) (1) Ali control valves on line must be a" mlinimm 12" maxillttm below "existing", "N.1.C." or "by others% horizontal clearance of 12" from each other. All lines shall grade. have a minimum horizontal clearance of 12 from the lines of 3. EXA"I1:9TIOr OF DRA;dIilGS A/..D SITE: Before submitting a bid, each other trade. This requirement does not apply to any lines (2) Risers for vacuum breakers shall be schedule 40 galvanized steel. id4er shall caretu �y extm:ne t mechanical Or&%-Angs and Specifications, crossing at angles from 45 degrees with each other. A minimum and visit the site to fully infor/n himself is to all axis* conditions 2" vertical clearance shall be maintained between lines which and limitations applying to the work, and he shall estimate and include cross between these a les: m cover the cost of all items necessary � (3) Lncate vacuum breakers in shrub areas only. in his bid, a sum sufficient to complete this work. (S) No line shall be installed parallel to and directly over an- G. Testing: other line. 4. ORDI1:AnCE AND REGULATIONS: All equipment, materials and installation shall comply with #11 requi. nts of any and all legally constituted (6) Except as noted in other parts of this Specification or in authorities having jurisdiction; nothing in either the Plans or the Drawings, installation of pipe and fittings shall be as Specifications shall be construed as waiving any such requirements. outlined in (manuals as furnishd by pipe manufacturer which Install approved back-flow protection devices where required and as shall be deemed and construed"as part of this Specification. approved by the authorities having jurisdiction. The installing Contractor shall arrange with the manufacturer to be on hand at the start of pipe assembly, during testing of S. MATERIALS: All materials and equipment shall be of the best ear res Fade of the line and at other times during the installation, as their amrespective kinds and shall be of the se brand or menufacturt necessary, unless the Contractor can show past experience with throughout. All material and equipilent shall be new and in perfect this type of pipe and will assume full responsibility for the condition where installed and shall be furnished in ample quantities the correct installation of the pipe. The above services at the proper time. does not include any inspection or design responsibility by the instructor or his employer. The following list COM rises the principle reterials but dots not N. Backfilling of Trenches: set the limitation for materials required. it shall be up to the le quantities of the required (materials (1) Because of the expansion and contraction o` plastic pipe, back- Contractor to shop+ that amp •. LaYino Of Plastic Pipe: ~were used and installed in accordance with these Plans and Specifications. � filling shall be done in the cool part of the day, especially in (1 ) All main line pipe in the system up to and including 2" shalt hot climates. A. Upply Pipe: Pipe from source of supply to control valves and Rose have an earth coverage of not less than 24". All main line pipe 3" (2) Selected V11-dirt or sand shall be used if soil condition is bbs shall be schedule 40 or class 315 type 1220 P.Y.C. extruded and 4" shall have an earth coverage of not less than 24". On all rocky or consists of large clods. from virgin materials. pipe bevond control valves in lawn sprinkler section there shall be �. trri ation Pipe: Shall be class 200 t 1220 P.V.C. an earth coverage of 18" over pipe lines to pop-up rotary heads, 12" raver pipe to stationary pop-up heads, and shrubbery heads. extruded rom virgin materials for piping downstream from valves. I. P1.1stic Pipe Guat'artee: (2) All lumber, rubbish, and large rocks shall be removed from the All plastic pipe shall be marked with the manufacturer's name, type trenches. Pipe shall have a firm, uniform bearing for the entire (1 , Specifications and Literature shall be submitted for approval prior and class of pipe, size,,, and NSF approval . length of each pipe line to prevent unevenen settlement. Pad the to submission of bid. Submission -)f samples may also be required. . trenches with dirt or sand if the soil is extremely rocky. Guarnatee shall cover workmanship of materials from plastic pipe C. Plastic Pie Fittis: Shall be schedule 40 P.V.C., tapered socket manufacturers for .11 plastic pipe fittings. ype, su tab a ort they solvent weld or screwed connections. (3) Plastic pipe shall not bye laid when there is water in the trench. Flange and saddle tees will not be allowed. Solvent shall be as 7. CLOSING OF UNINSPECTED WORK: recommended by the pipe and fitting manufacturer. (4) Plastic pipe will expand approximately six (6') per thousand ft. 0, but-off Valves: Shall be 200 pound class A.W.W.A. approved. brass (10001 between day and night temperatures in hot climate. There- The Contractor shall not allow nor cause any of his work to be covered fort, pipe shall be snaked from side to side of trench bottom to or enclosed until it has been inspected. tested and approved by the body with rising stela, installed with N.D.S. type plastic or equal allow for expansion and contraction. Consulting Engineer or Authorized Representative and/or Governmental access box and lid. authority having jurisdiction over his work. Should any of his work E. Control Valves: Shall be as indicated on the drawings with flow adjust- (5) All foreign matter or dirt shall be removed from the inside of the be enclosed or covered before such inspection and test, he shall uncover rent and manual bleed device, installed in one of the following type pipe before it is lo<tered into post+on in the trench and it shall his work at his own expense after it has been inspected, tested and boxes as indicated on the drawings with precast concrete or premol ded be kept clean by approved mlean:, during and after laying of pipe. approved, shall make all repairs with like materials necessary to restore high impact styrene or polyolefin and fiber. Connect to controllers in all his work as that of the other Contractors to its original conditions. the operating sequence indicated on the drawings. C. Threaded Connections: F. Control Wire: Shall be UF, solid copper wire, vinyl insulated 6C0 V. 8. t'DTICE OF CO1'PLETION: (1) On plastic to steel connections, the Contractor shall work the steel rating, for direct burial installations. Coding shall be colored wire connections first. yon-hardening pipe Permatex 112 shall be i1sed on The completion of the Contract will be accepted, and Notice of Completioa for pilot wire, white for eormn ground wire. all threaded plastic to steel joints, and light wrench pressure is recorded only when the entire Contract is completed satisfactorily to the 12 ga. up two 1200' . 10 ga. up to all that shall be used. Owner's Authorized Representative. Payments shall be as specified in Wire sizes shall be 14 ga. up to 750 the Contract. 2000' from valve to controller, (2) Joints on sprinkler risers shall-be as shown on Plans. 3. GUAM Use approved weterproof wire connectors and sealer on all splices. A D. Plastic Pipe and Fittings Assembling: I A. The entire sprinkler system including all work done under this 24 inch expansion pig tail coil shall be provided at each control valet FOFz J10 rr- r Contract, shall be guaranteed against all defects and fault of and at each change in direction of the wire ern. (1) Contractors shall use only the solvent supplied and recomniended by material and works--inship, and shall be maintained in perfect the manufacturer to make plastic pipe joint. working order for one (1 ) year from date of colmpletien by th! C. Automatic Sprinkler Controller: Shall be as Indicated the Contractor without expense of the Owner. All materials used shall raw ngs , complete with t ectrical hook up and proper mounting. (2) The pipe and fittings shall be thoroughly cleaned of dirt, dust, and carry a manufacturers guarantee of one (1 ) year. Any control wire exposed at the controller shall be encased in moisture before applying solvent. electrical conduit of the site required. B. After the system has been completed, the Contractor shall Instruct (3) The Contractor will make solvent weld joints with non-synthetic the Owner's Authorized Representative in the operation and main- N. Winkler Heads: Shall be of the types and sires indicated on the bristle brush in the following sequence. tenance of the system and shall furnish a complete set of operating drawings. heads shall be adjustable. instructions. a. Apply a liberal even cost of solvent to the inside of the fitting t. Backflow Devices: Shall be as Indicated on tilt drawings and as • R VISIONS approve y authorities haul jurisdiction. Installed to meet local b. Then apply a liberal even coat of solvent to the outside of the pipe. C. Any settling of backfilled trenches which may occur during the one ng j making sure that the costed area is equal to the depth of the fitting year period final acceptance shall 'be repaired to the Owner's codes. socket. IDESCRIPTION OF REVISION DATE satisfaction by the Contractor without expense to the Owner, including e. Insert the pipe quickly into the fitting and turn the pipe approximately the complete restoration of all damaged planting, paving, or other J. Quick Couplers: shall be as called for on drmoftgs. 1/4 turn to distribute the solvent and remove air bubbles. Hold the improvements of any kind. joint for approximately 15 seconds so the fitting does not push off the pipe. 0. Any and all damages to rain water drains, water supply tines, gas K. Galvanized Steel Risers: All risers to quick couplers, and backflow d. Use a clean rag and wipe off all excess solvent to prevent weakening lines, and/or other services lines shall be repaired and made good devices shall be schedule 40 domestic galvanized steel of the required the joint. CITY OF RANCHO CUCAMONGA by the Contracts at his expense. sizes. Risers to sprinkler heads shall be as called for in details. e. ee sure that in going to the next joint that th'e pipe is not twisted. 10. COVERAGE TEST: disturbing the last completed jo nt. i-ANDSCA.PE PLANS A. Upoa 9-u-rpletion of the Irrigation system installation and prior-to any planting, the Contractor shall adjust sprinkler heads to evenly TRACT NO. 10349 and properly distribute the rate bf precipitation of the water and shall determine if the coverage of the planting areas is complete and adequate. B. The Contractor hall furnish al materials and perform all work APPROVED BY s 1 e s required to cprrec t any inadequacies of coveragdisclosed by the CITY ENGINEERDATE .2.z � �nvcrAno fcc♦ i V11 i .C�a rr' 1 DESIGN �RECOMMENDED LANDSCAPE FIRM L ^g I1. 15�lDf►Rp �.IFiCAT101�15 R� P�.tG I�eR�cS ��dt�tS'�?�GTl44J� -t"e '&OW N $&0'514' ) SE4AlL PKW-VAtL. O 04E- -TFtF".'E. DRAWN PROFESSIONAL. LANDSCAPE CORP.. SHEET 1743.1W. ARROW HWY. pF 3 j UPLAND.. CA. 01790 CHECKED DRAWING NO. • - 714 0a-l00 , 46- L_ 7 77.77 r- _ - _. Vii- 77 LANDSCAPE SPECIFICATIMS 1. SM Of WRX: Mork shall consist of furnishfvrr all rterials, sm►ices, i-rid equipment necessary to completely install all landscape work as f. VM PROCEDURE: (continued) 10. MAINTERRiICE OF PLANTINGS: indicated on the drawings and herein specified. •, Soil Conditioning and Fertilfztnq: A. The Maintenance Period: Shall be forlW-calender days begtnninq on The Contractor shall obtain vW pay for all required peWts and inspections. tWe day of the che—cTTnspection after all Mork has been installed (1) Landscape contractor shall add 20(inches) of topsoil and approved by the Landscape Designer. See general notes on the dMings for additional Mork required, but not to all planting areas that are 3 to 1 or less. specifically Mentioned in these Specifications. (2) Add 20 pounds of 16-20-0 to all planting areas by The Maintenance be requiriod May be extended to Include any additional Mork not included will be indicated on the drawings as "Future", 'Exist- Mechanical application. y required to Meet the requir•e*ents of the Mork specified. ing", "N.I.C.". or "ly Others". I. _M_a_t_er�inQ: Mater all plantings to assvr+e complete 'erMination of 2. EXIiNIINRTION OF OR1tWIN6S AND SITS.• submitting a bid each bidder all seeded areas and continued growth of the plants. Before n9 sYs-TI carefully examine the mechanical drawings and specifications, visit the site to fully inform himself as to all existing conditions and Areas that do not have sprinkler coverage or which may require limitations applying to the work, and he shall estimate and include in- additional deep watering shall be watered by hand hose watering or his bid, a sum sufficient to cover the cost of all itemts necessary to C. Finish Grading: temporary sprinklers on stands as may be required. complete this work. (1) Finish grades shall be those indicated aN the drawings Or Adjust all sprinkler heads in each area and zone of exposure so 3. VERIFICATION OF DIMENSIONS AND XTITIES: All scaled dimensions are as may be controlled by existing installations. Grades not that the optimum amount of water is applied at the proper times. approximated. ort proceeding with any work, carefully check and otherwise indicated shall be uniform, straight levels between verify all dimensions and quantities and inform the Landscape Designer points where elevations are determined. Finish grades shall C. Cultivatin and Meedin : Cultivate and weed all planted areas of any discrepancy between the drawings or specifications and actual be smooth and even of a w�iform plane with no abrupt changes a regu ar intervals not to exceed 15 days. Exercise care when conditions. Retrain from doing any work in said areas until given in the surface. Minor modeling of the ground surface may be cultivating to avoid damage to roots of the growing plants. approval to do so. required. Chemical herbicides may be used to control weeds at the option of 4. MATERIALS: All Materials shall be of the best rode of their respective (2) grades shall provide for the natural ren-off of water without the Contractor and upon prior approval by the Landscape Designer. Unds, and shall be furnished in ample quantities at the proper time. low spots or pockets. Flow lines shall be set by instrument and shall be the Maximum gradient possible. D. Pest and Disease Control: Spray as necessary to control all The following list comprises the principle materials but does not set infestat7ons. the limitations for materials required. It shall be up to the contractor (3) Finish grade of all turf areas shall be one inch below the to show that ample quantities of the required materials were used and grade of adjacent walks, pavements, curbs, etc. E. Plant ftplacements: During the maintenance period, should any installed in accordance with these Plans and Specifications. plant sow wee ness and probability of dying it shalt be replaced (4) Finish grade of all shrubbery and ground corer areas shall by the Contractor within 5 days of notification to do so. At the A. Plant Materials: All plants shall be healthy, well established be two inches below the grade of adjacent walks, pavements, end of the maintenance period, all plant material shall be in•a nursery stock, free from insects and diseases. Plants shall be curbs. etc. , except where water flan across save. healthy, growing condition. furnished in the quantities required to complete the work as indicated on the drawins and shall be of the species and sizes D. Tres and Shrub Planting: Indicated on the plant list. f. mob Site Meetings i Required Inspections g (i) Plant all plants at their utural groaning depth, in the Pre-job meeting on site - All plants shall be inspected and approved prior to planting. locations shown on the drawings. prior to commencement of work During soil preparation 9. Tree Stakes and guys: Tree stakes shall be lodge pole pine or (2) Excavate pits with square and vertical sides, 2 times the At completion of soil preparation construction heart redwood, furnish and install as indicated. diameter, and 12" greater in depth than the size of the Pressure test irrigation, mains and plant container. laterals C. T Ties: Stall be flexible non-deteriootirg self-fastening Coverage of irrigation system ac v n• 1 tree ties of the sizes required to rl support (3) lacktill to bottom of root M11 with prtpared backfill mixture, Completion of weed control J nq Pry y tamp firmly, set plant in center of pit in a vertical position, Plant material spotting check trees, "Cinch Ties" or equal . crown level with finish grade. Backfill balance of pit with Grading check prior to ground cover D. Sod: Bluegrass, Ryegrass mixture, Penn Blue as supplied by Cal the following prepared mixture: Completion of planting Turf 5 f or equal , purchased from a recognized turf nursery, first 1parts top soil 0, 60 90-day Maintenance duality. fresh and clean. S parts redwood shavings inspections 1/4 lb. bone meal a contractor shall call E. kriform PlantingTablets: Shall be 20-10-5 analysis prolonged Agriforrn plant table, 1 per 1 gallon, 2 per S gallon, 4 Professional Landscape Corp. release nitrogen. 15 gallon. and 6 per box for specimens larger than lS 48 hours prior to any site lion. ; 4a inspections. F. rcfal _fertilizer: Shall bear the mavwfecturer's guaranteed . spa emrnt o ani ys s and shall be controlled release type terti- t4) Construct a six inch seep water baste, Match with a Are loth layer of red►reod shavings. and water thoroughly. backfilling liter with the following mintmurm requirements: 16% nitrogen - 7% phosphoric acid - 12% potash (♦ iron) with additional mix where votes appear. • G. Final Inspection: Will be held at the end of the qday mainten- i. Redwood Shavf s: Sha11 be pure red�ood sar@nst end shavings er E. Crouv+dtover Planting: once period. aTtrogen fortiffed fur resulting from milling operations and shall areas not contain sticks, blocks of od, or other foreign matter. (1) insevenitall plsnacedts nand staggespacing as shown on the drawings red rpa` wo Sources of shavings to be approved by the landscape Designer. Y p g9e (2) Excavate pits a minimum 4" x 4" with sufficient depth to allow N. Soil Sulphur: Standard caarntrcial brand ranteed analysis of M �n t 9� Ys root system) to hang free in pit. Place each plant at its natural II -m -5TA-wrwtp rrf • frtc_Arnows halt "LW- WOWWS sulfur expressed as elemental) supplied in unopened bags growing depth and firm soil around base of plant without piling with analysis attached. at crown. -MP- &9EW--N t G)Sta4t.1_ ��✓�lt. I. Ione Meal: Shall be fine ground. stewed, dry material with a (3) Water thoroughly after sufficient area has been planted. Any m`inimum analysis of 1% nitrogen - 30% phosphoric acid - 69.5% plantings showing evidence of drying out or badly wilting will S -1FlfATIoNS ptoo -0-{psr- IN -Twe CP(ZFFT-L undiluted bone. not be accepted. J. les: les Of redwood shavi (4) ����lTrrouna gov��pa�'�s.pre-emergent immediately after planting Samples cgs. steer mrvare. fertilizer F. Tree a nq. and seed shall be submitted for approval , and shall be stored on the site until furnishing of materials Is completed. (1) All trees designated to be staked shall be staked with a lodge pole pressure treated stake driven three feet into the ground on the windward K. Certificates: Certificates for each delivery of bulk material side. Take special care that the driving of the stakes does not Shall e ishod to the Landscape Architect by the Contractor. injure the tree roots. See tree planting detail . Certificates shall state the source, quantity and type of material, date and address of the location it was delivered to. (2) Tree ties shall be fastened to the tree and stake by looping the ties in figure 8's with the inside diameter of the tie at S. WORX PROCEDURE: two to three times the diameter of the tree trunk. Fasten tie to the stake with one galvanized roofing nail . A. Preliminary Grading: S. CLEAN UP: Upon the completion of all planting work avid before acceptance (1) Preliminary grading shalt be done in such a way as to anticipate of We project of maintenance, the Contractor shall remove all material , the finish grading after the installation of soil conditioners. equipmrent, and debris resulting from his work. RE ISION Excess soil shall be redistributed before application of soil DESCRIPTION OF REVISION conditioners and fertilizers. 7. PROTECTION: At all times adequate protection shall d! furnishes for all DATE , pT&nt*d areas against damage of any kind, until final acceptance of work. (2) All areas shall be cleared of all weeds, debbris, damaged soil, rocks over 3" in diameter, and clumps of earth that will not B. GUARANTEE: All work done ander this Contract shall beguaranteed break, prior to grading operations, and again after finish grades against any or all defects and fault of material have been established. - for a period of one (1) year 'CITY OFRANCHO CUCAMONGA Contractor shall instruct the Owner or Owner's Representative on how to - properly maintain and care for the plantings as a requirement for theLANDSCAPE PLANS completion of this project. 9. COMPLETION: A final inspection shall be held upon completion of the work. TRACT NO. 10340 prov ng the Contractor has completed the installation of all phases of the Contract and conformed to all requirewmts of these Specifications. The Contractor shall notify the Owner and the landscape Designer 24 hours in advance of the time final inspection is requested. APPROVED BY DATE y♦ s Mork shall be complete upon final approval by the Owner and the landscape CiTY ENOPMM A.C.E.#A4397 Designer DESIGN LAND CAPE FIRM pt 1E C na°MR�►�o LAoDRAWN PROFESSIONAL• LANDSCA*E. CORE'.: aHEEf 1745..W. ARROW HWY. 3 OF 3 UPLAN.D.. CoA. 01796 CHECKED o96-lati DRAWINA NO. ( I 140 e.,_ . z. F. _ . 1: