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CbwN 1►M S 1Q� sr o1Pw.D m Low ow 00x.W_rL0W I� I ♦ ER 1111011"1111011" Ct710;� ar PWOM I t I r IN 1MR*ATEA ilI«S" GRAM -�� "�"°E C� QEOUMWEO PEK NEC IIO-1S rOIILN OK C1111� RAIL'"Or1ApE T— NorEt fSOI1T LAVA AO r ABOVE • ' I 1 TYPICAL PRO-f MW SOCK T i PNIeIIj.01.1...S1I1 LIMIIV AREA Of INSTALLATION. r IN LAIM AREA Ir IEP. r IN !"wo AQfiA r i1Mf9N SOACE ' 1. • GRAM f/ �N 111111"111111"OR cum 1 �- RrtN � � SMRl1B AREA LATERJIL UNE PIRIIIS ------- r = = PEOT MIRE ^ s b \ i1 fi!EA EAANR •�� •' (7�, REP ------- • Nt1ENT M I�ouREo A / PNIsR .Fume I+AIIILPIE RIPIIA �—'O COMMON WEeE h — '� ♦ t "f;%'.Y'•,.•`,'�y`¢' c a PEA GMM#VL SLABMIN 1p OPIAOE W COm)< MABNLINE PIPIIIi S tfj.'b i f7 sb I t A1wA@IIr Ir MIA 0* FMINLINE PN•INi lO RSCTIM CONTROL VALVE /1 / I♦"FEF �I� ♦ t L•l" i © PELTAI SU11-A 1 VALK EOR LATOEIL LPW PWM O r Pao,-Up 'llAlle MAO MAINLINE PIP 46 ® CONTROL WIRE Omvvmm _ AlIT1-OIIAIIN VALVE-OWN AS 1lflINI= I PRE?St M MWUClwi VALVE �� J r •• 1 OA�IKR COUfIINS ItlILVE n cym "ma-t-"r mev voom Alb Cm1f111mm dIC mme, • • �' `ir O S VALVE q[ O PVC MALE TADAPTE N1@ RIICII 011 EOUAL a O(30 POP-IIP 1A N "EMO `.- Qt VALVE SM W/IOCKOA COWR O SIII.�S+S NIPPLE �;' P.. SON.DV NI/RE W 0 fmmw CONCRETE wm-cre" vw(S!f NMQr Pr61lELMM SUPPLY• !►STEM © swa 'ALVE © WASS !&ELL © '1IC S•i WELL © PNC SC" p NIPPLE(a) �•• i-IC 1R7 ELI. O PVC MALE ADAPTER (_) Q � �"Egg"= ® M Q O SRASS !Or STPIEET ELL(2� 7 PMINLINE fITTI © �� IOIIG s1IEE! !Ll O O w. PVC b STREET ELL 0) PO>MLEII •Id lrREET Ell(2) O PIC SCM @O PIPE(4) ® A liLC1�C ml�Rl�IME.rES W1'E 1 � trim NOIEL Sa m OINawm SUPPORT-le.d•Ir ♦ PVC MALE AOIP'TEII(j� ® MAS NIPPLE-i•LONO PNC SCM. 00 PIPE W® O I VAMER W STREET ELL CO PK PSC".80 NIPPLE-i-LONE O PVC 9-6 W ELL(A)OIRECt �1RIAt_-t�OER tAf?1�M� © O IM 711EM1h 410 PVC A9WM t•'r MOW$ OD SLOGtt(� LATERAL UNE PITTINE LATERAL LOW MTTTM i t••' REDWOOD @LOCK © ® MA/t1LINE FITTING O rM'1'T C.IIiTRAtd4�. �tP1[leSltRt /► UbMT �Elfst CCI,.,1�`•"+ ® © Y••4• RECMOOD ROCK('!) ® � � (� GA.ADIIVAL. INOu4TTt4A.L_ nfNNsHgs 40 EIIASS IMPPLL © 0' PVC PULES W PPE 04VAI.CNT PER "6RtEN'6eo1R"SEDT. b(.'.2.161 ® RA@RC 1.0.V&MrW"ISN RCN R@UtIICE NVPow ® ANT-OIWN WILVE-ONLY AS WAMUMM "Fw4mTIN G I A AUTOMATIC CONTROLLER NO WALE 8 BACKFLOW PREVENTER ASSEMBLY C GATE VALVE M8 WALZ QUICK COUPLING VALVE "m' E ELECTRIC CONTROL VALVE -m KA" F POP-UP LAWN HEAD 'o SCIftA �j 6" POP-Lp SHRU6 HEAD "'o H PRESSURE REDUCING VALVE NO ICA" Q D d • V D l4 STAT' UN li SSC-l� UN AUTCIvli 'T1 C CCTv'i'tt�LL� • OUNTED IN A MYERS MEUG-I-M EDISON PEDESTAL PER Q ETAIL "A" . WLL 12 W 13 14 15 IG17 Ib 19 10 21 x. 2? — =—=— A Q -- -------- ------------- f ',�- — --=--=-- MIAA � J � 1" rKr� UnL RrTJUC!TJ � VALVE- POTO 1" WAThR ]Yr,TER i SET @ 55 P.S . I . DISCHARGE BYOTHERS FOR IRRIGATION. J W ' W EXISTING WATER PRESSURE: 150 P.S . I . 7 BI i)UUt5Lr, CHECK MINIMUM OFERATING PRESSURE: 65 P.S . I . Q ACKFLOW PREVENTER PEAK IRRIGATION DEMAND: 21 G. .M. TERRA VISTA PARKWAY W a LEGEND NOTES NOTES SYMBOL MANUFACTURER MODEL NUMBER TYPE PERF PSI RADIUS DETAIL REF. 1. THIS SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN r a. ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CON- 1 . 6" mowstrips shall be provided between all shrub/ground AL RAINBIRD MPR 1804-SAM-12H LAWN 1.30 30 12 ' F TRACTOR SHALL VERIFY WATER PRESSURE ON THE SITE PRIOR TO CONSTRUCTION. REPORT cover areas and turf areas . 6" mowstrips shall also be �a RAINBIRD MPR 1804-SAM-12T LAWN :87 30 12' F ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S provided where City maintained areas are adjacent privately IL RAINBIRD MPR 1804-SAM-12Q LAWiV .65 30 12' F AUTHORIZED REPRESENTATIVE. maintained areas. L RAINBIRD MPR 1806-SAM-I6H-SLA SHRUB 1.61 30 16' G 2. DEVELOPER WILL PROVIDE REQUIRED LINE VOLTAGE TO CONTROLLER LOCATIONS. IRRI- 2. Sidewalk layout is conceptual only. Approval Of the final RAINBIfRD MPR 1806-SAM-16Q-SLA SHRUB .81 30 16' G GATION CONTRACTOR SHALL MAKE FINAL HOOK-UP. INSTALL NO. 14 OF DIRECT BURIAL sidewalk layout shall be made in the field and adjusted a RAINBIRD MPR 1806-SAM-22H-SS SHRUB 1.61 30 20' G IRRIGATION WIRE (BLACK PILOT, WHITE COMMON) . USE EPDXY CONNECTORS AND BURY WIRE WITH MAIN LINE, BUNDLED AND TAPED TOGETHER EVERY TEN FEET. FORM EXPAN- as necessary to meet field conditions Gs approved by the o RAINBIRD BUBB 1806-SAM-51CST-B SHRUB •50 30 5' G SION COILS AT EACH REMOTE CONTROL VALVE AND CHANGE OF DIRECTION. INSTALL Public Works Inspector and Project Planner prior to final SCHEDULE 40 PVC SLEEVES UNDER ALL PAYING. ' � JRAINBIfiD SFA,-e.710construction.. ELECTRIC CONTROL VALVE (SIZES NOTED) E ALL PIPING BETWEEN THE POINT OF CONNECTION AND DACKPTAII PREVENTER AND/OR D RAINBIRD #33DLRC QUICK. COUPLING VALVE D 3� bc, VACUUM BREAKERS SHALL BE OF MATERIALS AND INSTALLATION METHODS REQUIRED BYSOUTARS IRRIGATION SCALE: 1" = 20' N NIBCO T-113 LINE SIZE GATE VALVE C THE LOCAL CODES. CONSULTING L7 RAINBIRD DCA-100 1" DOUBLE CHECK VALVE BACKF?.OW PREVENTER B �ERc'ric t� 4. ALL PIPING UNDER PAVED AREAS SHALL DLA INSTALLED PRIOR TO PAVING, BY THE IRR 1- NMIGATION DESIGN WATER MANAGEMENT 0 RAINBIRD "ISC" SERIES AUTOMATIC CONTROLLER (MODEL do MTG• NOTED) A •GATION CONTRACTOR. USE PVC SCHEDULE 40 PIPE FOR ALL NON-PRESSURE LATERAL LINE 2691 RICHTER. INVINE.CA W71A.(714)553-8753 I~�---! PRESSURE MAIN LINE PIPING-USE PVC SCH. 40 (`SIZES NOTED) PIPING INSTALLED UNDER PAVED AREAS. INSTALL ALL SLEEVING FOR PRESSURE LINES I AND CONTROL WIRING, PLUS ALL NON-PRESSURE LATERAL LINE PIPING UNDER PAVING �----1 'VON-PRESSURE LATERAL LINE PIPING-USE PVC MINIMUM CLASS 200 (SEE PIPE PRIOR TO PAVING PER IRRIGATION PLAN. SIZING CODE) PITY MAIN LINE PIPE ENCLOSED WITHIN A 2" PVC SOH. 40 PIPE SLEEVE S• FINAL LOCATION OF AUTOMATIC CONTROLLER(Sl AND BACKFLOW PREVENTER -DESCRIPTION OF REVISION DATE S) SHALL BE APPROVED --- APPROVED BY THE CITY Of: rAW"O l.U�N-�,1,6, _ -•--=_ 1" PVC SOH. 40 ELECTRICAL IRRIGATION CONTROL WIRE SLEEVE ,a�acr �.�� CITY OF RANCHO ■ 1" GRISWOLD #2280HAPI PRESSURE REDUCING VALVE-SET @ 55 PSI H 6. THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT SHOWN'. IN PAVED AREAS IS FOR DESIGN � CUC'AMONGA CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTED AREAS WHEREVER ' PIPE SIZING CODE (LATERALS ONLY) POSSIBLE. . 1/2" ?. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM TRACT 13192 P ARKWAYS PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS DRIVES AND BUILDINGS AS MUCH 3/4" �--CONTROLLER STATION AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ov,NosC4PIr ��-- 4 1" -VALVE SIZE EXISTING SITE CONDITIONS AND THROTTLING THE FLOW CONTROL AT EACH VALVE TO ��� �- CART 9C' 4 pew IRRIGATION PLAN 1 1/4" OBTAIN THE BEST OPERATING PRESSURE FOR EACH SYSTEM. s �� �` 2 �� ,` �rN E / " FLOW IN HO!/p�R�I/ a UC.ow 14" � CAPeC �T�E � e. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE 1/ r9L ✓117E EA04 VAJ1.� PITH CJIJ� ►-�'far- sl•E1� �3 -FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT * �7 KNOWN DURING DESIGNING. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF * DATE APPROVED 8Y: DATE: / t/F 92 N4j-mc L*to e7r S'rST��7x- IRRI6-ATkxs� czwTRcx� ( NG, THE OWNER'S AUTHORIZED REPRESENTATIVE, OTHERWISE THE IRRIGATION CONTRACTOR r P� CITY ENGINEER RCE_ NO. 2Z" 7 0111FE94DE 5�.,�- � To 1!::F- fvov D @ I `MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. DESIGN Larry Carlson, Inc. RECOMMENDED 9. INSTALL COMPONENTS AS CALLED FOR IN SPECIFICATIONS AND DETAIL DRAWINGS. LAI: 10. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF - KEY MAP DRAWN Landscape Architecture SHEET- - - WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALIS, RETAINING WALLS, ETC. . HE P S. Ia30 NORTH ACACIA AVENUE LP' o� SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS • scn /AV Afx FULLERTON•CALIFORNIA 92631 NO FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WIKLLCHECKED TEL:(714)525-1137 DRAWINGS, UNDER R.CE NO ROADWAYS, PAVING, STRUCTURES, ETC. . DATE FILE WO It 01-7- L- �IZ I UT DAT_t, l i q ( F;7 IRRIGATION SPECIFICATIONS 2.07 Quick Coupling Valves: 3.04 Layout: Layout sprinkler heads and make any minor adjustments required 3. 16 Guarantee: due to differences between site and drawings. Any such deviations in A. The body of the valve shall be- red brass with a wall thickness layout shall be within the intent of the original drawings, and without A. The entire irrigation and water system shall be guaranteed to IRRIGATION INSTALLATION g p pounds additional cost to the Owner. Layout shall be approved by the Owner's give satisfactory service for a riod of one guaranteed to withstand normal working pressure of 150 Y �e year from the per square inch without leakage. Valve shall have a 3/4 inch representative before installation.# date of acceptance by the Owner's representative.#Should any 1.00 GENERAL female threaded opening at base. trouble develop within the time specified above due to inferior 3.05 Grades: Before starting work on the sprinkler system, carefully check or faulty materials or workmanship, the trouble shall be B. Hinge cover shall be red brass with a rubber-like vinyl cover all grades to determine that work may safely proceed, keeping within corrected at no expense to the Owner. 1.01 Refer to standard contract documents for non-technical contractual bonded to it in such a manner that it becomes a permanent-type the specified material depths. requirements and conditions. cover, yellow in color. Hinge shall be locking type. B. Any and all damages resulting from faulty materials or 3.06 Assemblies: workmanship shall be repaired by the c ntractor to the satin- 1 .02 Scope of the work: Furnish labor, materials, equipment, appliances 2.08 Automatic Control Valves, Electri-cal : faction of the Owner's representative;Kt no cost. and services necessary for the execution and completion of "Landscape A. install the backflow assembly at. the height required by Irrigation" as indicated on the drawings and/or herein specified. A. Valve shall be spring-loaded, packless diaphragm activated local codes. C. Written guarantee shall be supplied at the completion of the valves of a normally closed type and equipped with a flow project, showing date of completion. control . Valve shall be slow closing (10 seconds minimum) B. Routing of pressure supply lines as indicated on drawings 2.00 MATERIALS with no adjustments or settings required. is diagrammatic. Install lines (and various assemblies) 3.17 Record Drawings: to conform with details on plans. 2.01 Materials shall be of first quality and of domestic manufacture unlessA. Record accurately on one set of black and white prints of otherwise noted. B. Val�re solenoid shall be torroston-progf and constructed of C. Install no multiple assemblies on plastic lines. Provide the drawings, all changes in the work constituting departures stainless steel molded in epoxy to form one integral unit, each assembly with its own outlet. When called for, the from the original contract drawings, including changes in both 2.02- Submission for Approval: Furnish the articles equipment, and shall be 24 volt A.C. , 2.0 watt maximum. Valve shall pp , eq pment, materials, close against- flow without chatter and with minimum closing pressure relief valve shall be the last assembly. pressure and non-pressure lines. or processes specified by name on the drawings and in specifications. surge pressure. r No substitutions will be allowed without prior written approval of D. Brass pipe and fittings shall be assembled using Teflon dope, B. Upon completion of each increment of work, transfer all such the Owner's representative. # C. Valve shall be capable of being operated In the field without or equivalent, applied to the male threads only. This is also information and dimensions to the prints. The changes and electricity at the controller, by a bleeding valve. true of plastic pipe and threaded fittings. dimensions shall be recorded in a legible and workmanlike A. A complete material list shall be submitted to the Owner's manner to the satisfaction of the Owner's representative representative�rior to performing any work. Catalog data 3.07 Line Clearance: All lines shall have a minimum clearance of 4 Inches When the drawings are approved, transfer all information to 0. Valve shall be completely serviceable in the field without from each other, and 6 inches from lines of other trades. Parallel and full descriptive literature must be submitted whenever removing valve body from the line. lines shall not be installed directly over one another. a set of reproducible drawings supplied at cost by the Owner's the use of items different than those specified is requested: representative. Notarized certificates must be submitted by plastic pipe and E. Valve shall be installed in shrub area whenever possible and 3.08 Trenching: C. Dimensions from- two permanent points of reference (buildings, . specifications, unless material has been previously approved. A. Dig trenches and support pipe continuously on bottom of ditch. monuments, sidewalks, curbs, pavement, etc.). Locations 2.09 Automatic Controller: Lay pipe to an even grade. Trenching excavation shall follow shown on as-built drawings shall be kept day to day as the d. The material list shall be submitted using the following layout project is being installed. All dimensions noted on drawings (double space between each item) : layout indicated on drawings and as noted. Where lines occur shall be 3/8 inch in size. A. The Automatic Sprinkler Controller shall be as noted in the under paved area, these dimensions shall be considered below legend. subgrade. D. Show locations and depths of the following items: . Item No. Description Manufacturer Model 1 B. All wiri to .and from the controller shall be through color-coded B. Provide minimum cover of '18 inches on all ng r�Jh pressure supply lines. 1. Pressure supply lines Lasco Schedule 40 plugs and sockets. The controller shall be locking, weather-proof Point of connection. type, constructed of heavy gauge steel with corrosion resistent Routing of sprinkler pressure lines YP Y 9 9 C. Provide minimum cover of 18 inches for all control wires. (dimension maximum 100 feet along routine). 2. Lawn head Buckner 1404 enamel finish inside and out. Provide minimum cover of 12 inches for non-pressure tines. 2.10 Elettrical , High Voltage: D. Provide minimum cover of 24 inches for all lines under paving. Sprinkler control valves (buried only). 3. Etc. Etc. Etc. Routing of control valves. A. Power to and connection to the automatic controller shall be 3.09 Backfilling: Other related equipment (as may directed C. Equipment or materials installed or furnished without the prior provided under the electrical portion of the general contract. by the Owner's representative) approval of the Owner's representative may be rejected and such NA. initial backfill at all ))rtes shall be of a fine granular E. Quick coupling valves. materials removed from the site at no expense to the Owner.+ B. All electrical equipment outside of buildings shall be etaa 3 material with no foreign matter larger than } inch in size. , type, waterproof for such installations. B. Backfill material shall be tamped in 4 inch layers, under' the F. Maintain as-built drawings on site at all times. 0. Approval of any items, alternates or substi-lutes indicates C All high voltage work shall be installed under this section onlythat the product(s) apparent) meet the requirements g g pipe and uniformly on both sides for the full width of the F g p drawings in ink. If P Y q G. Make all Nan es to reproducible of the drawings and specifications on the basis of the Refer to Wiring, Low Voltage for additional information. trench and the full length of the pipe. Materials shall be g P sufficiently damp to permit thorough compaction under and necessary, use eradicating fluid when redoing drawings. Information or samples submitted. 2.11 Wiring; Low Voltage: on each side of pipe, to provide support free of voids. Backfill for trenching shall be compacted to dry density 3.18 Controller Charts: E. Manufacturer's warranties shall not relieve liability under A. Connections between the controller and remote control valves equal to the adjacent undisturbed soil , and shall conform to the guarantee. Such warranties shall only supplement the shall be made with direct burial AWG-UF type wire installed A. As-built drawings must be approved by the Owner's representative guarantee. The Owner's representative may, at his option, ' YP . adjacent grades without dips, sunken areas, humps, or other before charts are prepared. require a manufacturer's warranty on any product offered for use. in accordance with valve manufacturers specifications. Wire irregularities. Under no circumstances shall truck wheels P p color: black for control , white for ground. be used for compacting soil . B. Wiring shall occupy the' same trehch and shall be installed B. Provide one controller chart for each controller supplied, 2.03 General Piping:' along the same route as the pressure supply lines, whenever C. Provide sand backfill a minimum of 6 inches over and under of the maximum size the controller door will allow, showing possible, and shall be installed before main line whenever ail piping under paved areas. the area covered by the automatic controller. The chart A. Pressure supply line from point of connection through backflow possible. Where more than one wire is placed in a trench, is to be a reduced drawing of the actual as-built system. prevention unit shall be the wiring shall be taped together at intervals of 20 feet. 3.10 Flushing the System: ' After all new sprinkler pipe lines and However, in the event the controller sequence is not legible p �ddgee3�EAVC. Pressure supply l when the drawing is reduced, it shall be enlarged. to a size lines downstream of backflow prevention unit shall ,be Schedule. µ� M4, 2. DeTW __NNJilAoNvINE VIM e#X WIRC, risers are in place and connected, all necessary diversion work that will be readable when reduced. The chart shall be 40 PVC as shown on thelans. C. All splices shall be made using Scotch Lok Unipak waterproof has been completed, and prior to installation of sprinkler heads, P a blackline print and a different color shall be used to show sealing packets, Pen-Tite Connectors, or equal . Six expansion the control valves shall be opened and a full head of water used B. Non-pressure lines shall be Schedule 40 PVC. loops of 6 inches shall be provided each 100 feet, and/or to flush out the system. Sprinkler heads shall be installed only the area of coverage for each station. directional turn. Use continuous wire to valves.0 P after flushing of the system has been accomplished to the complete 2.04 Plastic Pipe and Fittings: RDI14!490 0�ll•l�- -rrm11 satisfaction of the Owner's representative.# C. When completed and approved, the chart shall be hermetically 9 D. Sizing of wire shall be according to manufacturer recommends- sealed between two pieces of plastic, each piece being a A. All pipe shall be extruded of an improved PITC virgin pipe tions, in no case less than 114 16 size. 3. 11 Sprinkler Heads: Spacing of heads shall not exceed the maximum minimum 20 mils. thick. The chart shall be mounted using indicated on the drawings. In no case shall the spacing exceed the Velcro or approved equal type of tape. compound fyaturing high tensile strength, high chemical resistance and high Impact strength. In terms of the current 2.12 Smalt Shrubbery Sprinkler maximum recommended by the manufacturer. rinkler Heads (see legend).9 P 9 D. These charts must be completed and approved primer to final ASTM Standard D-1769 or D-2241 , this compound shall meet the requirements of cell classification 12454B for pipe 3.00 INSTALLATION PROCEDURES 3.12 Adjusting the System: inspection of the irrigation system. and 134548 for fittings. This compound must have a 2,000 p.s.i. hydrostatic design stress rating. 3.01 General : A. Adjust the valves and alignment and coverage of all sprinkler 3.19 Operation 'and Maintenance Manuals: • heads. If it is determined that adjustments in the irrigation " B. A11 pipe must bear t e following markings: Manufacturer's A. Materials shall be of first quality and of domlr estic mnilfacturer equipment or nozzle changes will provide proper and more adequate A. Prepare and deliver to the Owner's representative'�within ten name, nominal pipe si'�e, schedule or class, pressure rating unless otherwise noted. coverage, make all necessary changes or make arrangements with days by calendar prior to completion of construction, all In p.s. i. , and NSF (National Sanitation Foundation). The the manufacturer to have adjustments made, prior to any planting. required and necessary descriptive material in complete manufacturer shall also mark the date of extrusion on the pipe. B. Coordinate the installation of all sprinkler materials, including These changes or adjustments shall be made without additional detail and sufficient quantity, properly prepared in individual pipe, with the landscape drawings, to avoid interferring with the cost to the Owner. bound copies of the operation and maintenance manual. The C. Solvent cement joints for plastic pipe and fittings shall be trees, shrubs, or other planting. manual shall describe the material installed and shall be - made as prescribed by the manufacturer. The high chemical B. The entire system shall be operating properly before any inderstandn sufficient detailerate, andto permita hes Aerating pe rso nee to resistance of the pipe and fitting compounds specified in the C. For purposes of legibility, sprinkler lines are essentially planting operations commence. parts lists and related manufacturer information shall be foregoing sections makes it mandatory that an aggressive diagrammatic. Although size and location of sprinkler equip- primer, which is a true solvent for PVC, be used in conjunction ment are drawn to scale whenever possible, make use of all data 3.13 Coverage Test: When the sprinkler system is completed, perform a included for each equipment item installed. Each complete, with a solvent cement designed for the fit of the pipe and in all of the contract documents and verify this information coverage test in the presence of the Owner's representative to bound manual shall include the following information: the fittings of each size range specified. at construction site. determine if the water coverage for planting areas is complete and a�►NDSC4 adequate. Furnish all materials and perform all work required to 1. Index sheet stating contractor's address and �aE + t:. =wq 'Pp D. Each pipe installer expected to make solvent joints shall - D. All work called for on the drawings by notes shall be furnished correct any inadequacies of coverage due to deviations from telephone number, duration of guarantee period, and installed whether or not specifically mentioned in the plans, or where the system has been willfully installed as indicated_ list of equipment with names and addresses of receive instructions in the proper assembly of such joints ,d from the representative of either the pipe, cement, fitting specifications. on the drawings when Jt is obviously inadequate, without bringing this local manufacturer representatives. , � ° � t •"S•MIM to the attention of the Owner's representative.#This test shall be manufacturer before starting the job, unless he has been E. Do not willfully Install the sprinkler system as Indicated an accomplished before planting begins. 2. Complete operating and maintenance instructions ,T previously instructed on recommended solvent cementing the drawings when it is obvious in the field that unknown on all major equipment. +r ►N' procedures by a competent representative of the manufacturer. obstructions or grade differences exist, that might not have 3.14 Hydrostatic Test: All hydrostatic tests shall be made only in the • t# been considered in the engineering or if discrepancies in presence of the Owner's representative, or other duly authorized B. In addition to the above maintenance manuals, provide the E. All fittrngs shall be standard weight Schedule 40. At construction details, legend or specific notes are discovered. representative of the Owner.#No pipe shall be backfilled until maintenance personnel with instructions for major equi nt the purchaser's discretion, contract preference may be given All such obstructions-or discrepancies should be brought to it has been inspected, tested, and approved in writing.0 Pressure and show written evidence to the Owner's representativeIMt those suppliers able to furnish all types of fittings required the attention of the Owner's representative.#In the event supply lines shall be tested under a hydrostatic pressure of 150 the conclusion of the project that this service has been under this contract from a single manufacturer, in order this is not done, the contractor must assume full responsibility pounds per square inch for a period of two hours. rendered. that responsibility will not be divided. in warranty claim situations. for revisions necessary. Before any work commences, confer with m Or ^ Fa-&_,e.1TATiX or " ufi s i the Owner's representative regarding general details of work of 3.15 Completion: DESCRIPTION OF REVISION OATS CITY 9 j Improved PVC this contract. At•'ROvEO F. All fillip shall be Injection molded of an A e less of the work mnah, round surface level CITY OF RANCHO CUCAMONGA fittings compound featuring high tensile strength, high �n completion 9 , chemical resistance, And high impact strength.. In terms remove excess materials, rubbish, debris, etc. , and rtmove of the current ASTM Standard D-1784-69, the compound must 3.02 Inspection Schedule: construction and installation equipment from the premises. meet the requirements described in cell classification 134548. A. Contractor will be responsible for notifying.the Owner's'! B• Supply as part of this contract the following tools: Where threads are required in plastic fittings, these shall be representative in advance for the following Inspections,, AND THE CITY GR If TRACT NO 131941. Injection molded also. All tees and ells shall be side gated. according to the time indicated: Two wrenches for disassembling and adjusting G. Apply primer and solvent on all pipe sizes and fittings. Pre-job conference - 7 days each type of sprinkler head supplied. Primer solvent on both female and male ends. Two keys for each automatic controller. � Pressure supply line installation and testing - 36 hours System layout - 36 hours Two quick couplers with attached hose swivels. IRRIGATION SPECIFICATIONS N. All fittings shall bear the company's name or trademark, Coverage tests 36 hours Two (2) of each of all types of sprinkler heads. - material designation, size, applicable I .P.S. schedule, and # Final inspection - 48 hours APPROVED 8Y: DATE' seal of approval . C. The above equipment shall be turned over to the Owner at 1 . All threaded nipples shall be standard weight Schedule 80, d• When inspections have been conducted by other than the regular the conclusion of the project. Before final acceptance can Owners representative,i ve show evidence of when and b whom these CITY ENGINEER R.C.E. N0.1 '� with molded threads. P Y occur, evidence that the Owner has received materials must Inspections were made. be shown to the Owner s 'representative.# DESIGN Larry Carlson, Inc. RECOMMENDED 2.05 Brass Pipe and Fittings (if required): C. No Inspection will commence without as-built drawings. a_DRAWN Landscape Architecture SHEET A. Brass pipe shall' be 80% red brass, American National Standard 3.03 Water Supply: Connections to the existing points of connection shall be r Institute (ANSI), Schedule 40 screwed pipe. Fittings shall be IULLERT830 RT.CALIF CALIFORNIA 9Z631 �OP� at the approximate locations shown on the drawings. Minor changes FULLERTON,CALIFORNIA92G31 medium brass, screwed 125 pound class. caused by actual site conditions shall be node without additional cost CHECKED TEL:(714)525-1137SCE NO DRAWING NO. _ to the Owner. DATE FILE NO 03 L 2.06 Backflow Prevention Unit: See plan for tvoe, manufacturer. and size. PLANT LEGEND SYM SIZE QUANTITY BOTANICAL NAME COMMON NAME REMARKS sirz�ilo4�LPO*4 ez� TREES (B4C.I:FILL AN D tTp•KE FTe C�r-i W 1. - 15 GAL IJ ZELK,(>/Q SERRA I A ZRL�A 7-8' H ? 1 II SHRUBS ba C tQ9L.�. � M7A.I L- �- G - �� Q,G: �p m ' u AP:oY F I IJ 15 H �q �DE, Arai. � �e • GAL 3� L.I I* to P�S1t)4 F �imi-09 D ODNA D kE2 hB LI^ �i - - 5 GAL 6Z �I��� COME--STICA � COMPACT NItAVf-QL`K E-A)''R� C� �'4 aG• ! . .�' � o - k SSII Wf I -7- .I 5 GAL I P.APHIOLEPIS INDICA 1 FV,5E�1 INDIA HAWTHORN Z P�2 SY1'iBOL ?41�0•�• V f — 1"tL1Lc H Cz)VrIZ, VINES AND GROUNDCOVER ' !111_1111 �✓/�' ' lllll= Ill . � �� , _ INI1= ~" i IIID` FIu15NF-p CvtADE A 1 GAL DISTICTUS BUCCINATORIA BLOOD RED TRUMPET VINE ATTACH TO WALL PER 2 FLATS AS REO'D GAZANIA LEUCOLAENA SUNBURST TRAILING GAZANIA SPACE @ 12., O.C. IIIA FLATS AS REO'D MAHONIA REPENS CREEPING MAHONIA SPACE @ 12" O.C. !1 :�: '.• .:� � cT� I`�ow QIPII(Il 111 i►III = Iiiilli,= FsE+kIT1 L12A-f 1044 At C MA4?�-HJI H 4;4 0 ��-th OX0 L,k4IJ s1-:71F�iu\lL-1,-THIs 3 a11111 ► F I LL J.TS = p'% C.0MPM�41iC..TE1> ,move volsr>�n alau+r.� PW-IT- PIT-1wCiFC ++-ter 1APy oc FlV015, Wm+ WiiM H5:l C.rHT W I DT+4 LAM".614AIt-6 ww ee UMV 00 waw FF-4cm) of rapaT ASL W Nor use R.Avrw- T•.e5. AF1r.►.Ise �r1� N� �.d1�. rrrt•e�,J. �d55W M- PLAN1 1WC-r DEbrAI L �n�VIN_1: ATl�AG4�ME�_'r -T -- - 7;3 Lo'r' L.INr-- 5 M aF k04-t-raj oP�►� . r J**( 1 A L. CA'rCtt Wf W J 0 d r Q r J J Icc�I.FF r A o sp 3 W ' � 3 13 14 IS IG 17 I b 19 20 21 _ �• 22 12 �E j P1�1 TICI o Z a m J I} ;:6Co1 I i :... i i f , I r i l l t i' •' •.. f 04�RIFFI J W RAJ6 H-f>6r-- • �' ' c I�.1 c,A!_ Llc tH - �D ��-k '(R5A% iF-NT SES �tT Ir'r5r% ►41ENI �'1.A� 'b' W cAT N �.� TY� T �T�1 j; � -� J O �/AULT T` MC^L- CAIN TERRA VISTA PARKWAY W O city of rancho cucamonga STAN DAR D NOTES - DRAWING 1 . 6" mowstrips shall be provided between all shrub/ground cover areas and turf areas . 6" mowstrips shall also be provided where City maintained areas are adjacent privately maintained areas. � OSC+IPE,� 2. Sidewalk layout is conceptual only. Approval bf the final ' ;�aPP� it- 44R� :,� sidewalk layout shall be made in the field and adjusted o � � as necessary to meet field conditions as approved by the UC."''t4 tPublic Works Inspector and .Project Planner prior to final * E construction. 'T FC ° SCALE: 1" = 20'� . 3, Any trees within 3 feet of walls, walks, curbs or other r potentially root-damaged hardscape shall be installed with ` oou>3c.E sTAKlrle root control containers. Prior to backfilling tree pits I 1e" V.I.T. twist brace, flanges nailed to contractor shall have City inspect deep root container Iodgepole Pine stake: with gale. roofing nails installation. 1 2" dia. Iodgepole pine stakes 10' long (2) 4. All trees are to be located: ten feet from any light CITY with wood preservative stain, stake a minlihm DESCRIPTION OF REVISION DATE APPROVED (� of 12" into undisturbed soil and align stakes standard, power pole, or reinforced concrete box; five ,01 parallel to center line of street. Ecna 12' feet from any drive approach, fire hydrant, or underground T1ZUWK 1 stakes for Eucalyptus) LODGE►OLE TO DE TREATED. CITY OF RANCHO CUCAMONGA structul a (e.g. , catch basins, vaults); and three feet 1M gravel backfill 11 from any ;:leis''. �1 finished grade TRACT 13192 PARKWAYS 5. No slopes above 3:1 will be accepted behind the sidewalk. I ' Deep root or egnsl control planter ".; 22-29- 1B-P where required or approved PLANTING PLAN equal ROT DAL W ackfili -free of rocks r in dia: or greater APPROVED BY: _ DATE: l CITY ENGINEER FtC.E NO..1e,Z .L DESIGN TWE ��rlson, Inc. RECOMMENDED l TWICE ROOT BALL DIAMETERJ FERTILIZATION PER DRAWN Landscape Architecture SHEET �j MAN U FAC_-rU Q 5IZ'S D I M"T1 CWS - K i-� 1830 NORTH ACACIA AVENUE =1_=or � FULLE � EE RTON.CALIFORNIA 92631 • I�IL� � -•��L__. CHECKED TEL:(714)525.11 37 R.0 E NO DRAWING NO DATE 357 FILE NO I O'J>-L Fw--k10rl DATE I I i C1 Fr PLANTING SPECIFICATIONS 3.03 Storage: Store plants and materials on the project site, and insure I . The contractor shall make a periodic inspection of plant materials that they are protected from damage by sun, rain, wind, theft, until the end of the gurantee plant period. If unfavorable conditions exist -which might be harmf to the guaranteed plant, AND THE CITY 1=N GINEER LANDSCAPE INSTALLATION vandalism, and construction work. Water plants regularly:' the contractor shall 'notify the OwneMn writing of the condition, or he may be held responsible under the guarantee. GENERAL 3.04 Fine Grading: st ad LOA-IN A. The contractor shall import as required. The contractor's bid shallJ. Pre-maintenance insdection and final Inspections are to be held with 1.01 All general and spectal conditions of the contract apply to indicate the total in-place cost of required import. No additional A. Roll subgwade-xk" sail is reasonably Ary,,'ust'ng d 125 pound the understanding that the project has been reviewed by the this section. water ballast Holler. 1f rolling will not firm the• sodbed, principals of the responsible contractor in advance of the review by charges will be allowed. underneath, it shall be permitted to settle until the the Owner's Representative and/or Owner:#Discrepancies noted 1.02 Scope: S. The soil shall not be worked when moisture content Is so great that Owner's representative determines a satisfactory condition • during this advance review are to be corrected before the project has d veto ed. 'R rake or scar f all irre titaft,ties • receives these official inspections. excessive compaction will occur, nor when it is so dry that dust e P .. � y g A. Mork included: All labor and materials. appliances, tools. will form, or clods not readily. break up. sfld-tut' o'r til"T as required to` establish uniform grade. I equipment, facilities, transportation, and services necessary Roll area again to obtain a uniform grade. Areas to be for and Incidental to performing all operations in connectionan GUARANTEES with furnishing, delivery, and installation of "Landscaping," C• The contractor shall ►e responsible for dust control in arras within planted to� lawn, shall be finished smooth, satisfactory the scope of this contract. to the Landscape Architect before anv sod is placed. A. All trees, shrubs, and plant material (other than flatted material) complete, as shown•on the drawings and/or specified herein. � . Mork includes, but Is not limited to the following: 0. Rip in two directions to the depth of 12" on all areas upon which S. Sod is to be freshly cut and placed is sections not less that 15-gallon size shall be guaranteed for a period of four fill will be placed. smaller than.QnF-sgvare"'focdt:'-StMe-r- `the` jofnt3_beWWen' months. All materials' larger than 15-gallon size shall be 1. Provide the fine grading in all areas to be planted. rel (use soil waste that has fallen off guaranteed for a period of one year. All gua�tee periods commence Z. furnish and apply weed control to all planting areas. E. ugh grade requirements shall allow for soil amendments. Coordinate !od) into all joinits to fill -any voids created. Roll' from the time of final acceptance by the Owne t the successful with general contractor. sod with lightly weighted roller aFter completion of� completion of the maintenance period. 3. Preparation of soil in alllanti all sodding operations. S. Replace,p ng areas. F. Bring to the attention of the Owner's authorized Representative all p , as s" as weather permits, a►1 dead plants and all *lasts 4. furnish and install all . m plant materials. soil in planting areas that contain any deleterious substances such C. 'The grass shall be owed, with a sharp reel-type mower not in y1gorous condition as noted during the maintenance period. as oil , plaster concrete, gasoline, paints, solvents, ic. Upon equipped with rollers. During the period of maintenance S. Stake trees. the approval of the Owner's authorized Representative remove and the grass will not be allayed to exceed two and one-half 4.01 Inspection of Mork to Progress: dispose of all above mentioned soil to the level bf dryness in the -inches in height. All grass clippings shall be collected affected areas. during •the mia•rinT dorattohs and'-0641 be--rem 4ed from A. Installations and operations In progress mast be approved 6. Furnish and install seeded lawn. the' site and be legally disposed of by' the contractor. at various stages by the Owner's authorized Representative# 7. Pruning of nursery stock. The affected soil shall be replaced with native salt. If the contractor fails to notify the Owner's authorized RepresentativAf the above ®. The .lswn edges shall be maintained in a neat condition S. In no event shall the contractor proceed from one state to 8. . Maintenance of all plantings until end of mentioned soil , the contractor shall be responsible for any damage to until. acceptance of the work, another of the work, withogt prior approval of the Owner's maintenance period and acceptance. Installed plants caused by such substances. authorized Representati C. If an area to be landscaped E. rlufficient,measur�halt_betaken-by- hg'Coht-r*tor_ ti 9. Guarantee of materials and workmanship. ped is Trot acceptable to the contractor, - - C. The contractor must notify the Owner's authorized Representative to-Imsvre the- lawns against damage resulting from pedestrian i he shall notify the Owner's Representative' for inspections of the following stages of work: traffic. If any type of barrier Is,used,cI t must meet wi0 S. Related work specified under other contracts (copies availablethe a0proval 9f the owner's rep resen�tI-ve.- Any 'damage to r),.,i,vi ) . M. Finish grade all planting areas to a smooth and even condition, the ,lawns stroll be repaired-tiy the contractor before accept-' completed. 1. When alt grading within planting areas has been from the making certain that no water pockets* or irregularities remain. ante will made. ' . Concrete sidwall.a mid curbs. Remove and dispose of a119 foreign materials. clods and rocks over one . y portion of the s inch in diameter within six inches of the surface so that, fRe When any 2. When all plants are ready to be delivered at the 2. Asphalt paving. after conditioning and planting, the finish grade in shrub and In sod area becoms discolored, nursery or when plants have been delivered to the groundcover areas is 3" below the top of all curbs and I" below the waterlogged, or otherwise dama(fed-cg r unhealthy-followin . � site and prior to any planting. 3. Rough grading. soddlhg wi t7hin tfie periiiQ a contractors responsibility, top of all walks. the affected portion shall be repaired tp re-establish 4. Electrical, the condition and grade of the soil prior to installation 3• When all trees and shrubs have been spotted an the I. Omit rototilling on slopes. Instead, lightly hand scarify the and shall then be replanted he originally specified at site where shown on the drawings. C. Verification of Plant Quantities: soil. and cost to the Owner. 4. When all tree and shrub pits have been excavated Quantities given for plant materials are shown for J. Patch all areas having damage from erosion and do related after water has leached out of the pits. convenience only. The Contractor shall provide all earth moving to create a smooth and regular surface for S. When weed germination and removal' Is c prepared but prior tv•Instal ation,ofnd plants shown on the plans. planting. Final grade to be approved by Owner's Representative. seedbed is MATERIALS 3.05 Meed Control: seed. 2.01 Materials: If requested, samples of soil additives and plants shall A. Apply the following weed control work'.to all JIam areas: submitted for inspection and stored on the site until furnishing of materials is completed. Delivery may begin upon approval of 1. Rip In two directions all areas, except slopes, to be 3.09 Staking (see staking detalls): of samples, or as directed by the Owner's Representative.*A copy of landscaped. The purpose of this operation is to rolloutBorn action and to expose un erminated existing weed seed A. Stakes shall be driven into delivery slips on all materials used on project shall be forwarded P P g 9 tt* ground in such a way•as -to to the Owner's Representative# Substitutions in any material will to conditions which will Cause its germination. To minimize damage to the ball of the tree, and shall be placed not be -permitted unless specifically approved In writing by the minimize erosion, slope areas shall be lightly scarified so that the tree will blow away from the stakes, except where Owner's Representative. by and for the same reasons. Install the irrigation system such placement will cause damage by parked carF A. Soil and Soil Amendments: 2. Apply five pounds of ammonium sulfate per thousand square d. i' I �P1 ' FI 'Y I.'1*`. ' %i1JD feet of landscape area, and soil amendments per section 2.01 wl1Q�_/."roc"KI56 f*11_9 in -gNM5'10 W em*6E wvq,0T.U9. " 1. Fertilizer for soil conditioning shall bear the- manufacturer's guaranteed analysis, and shall have 3. Irrigate all landscape b reqs for" a period of four weeks to 3.10 Pruning: .'tuning of nursery stock shall not be done prior to delivery. a 12-12-12 analysis. Maintenance fertilizer shall germinate existing weed seed. If, after four weeks the All plants shall be pruned according to standard horticultural be Best Fertilizer 16-6-8 or equal . Owner's Representative determines that additional irrigatlo practice by a qualified arborist approved by the Owner's RepresentattJ'e time is needed, continue irr_igation. until authorization to Z. Organic amendment shall be nitrolized redwood sawdust stop is given by the Owner's Representative. (.5% actual nitrogen) , or Cedar sawdust (.5X actual nitrogen) , or Fir Bark (1% nitrogen). It shall be 4. Spray germinated weeds with a systematic action chemical 3.12 Clean-up: fine textured, having minimum 80% passing /8 screen herbicide according to manufacturer's directions. The and minimum 95% passing 14 mesh screen. Salinity preferred herbicide for this use is Round-up. The use A. During the course of the work stid at its conclusion, remove shall be no higher than 3.5 millimhos per centimeter of other chemicals must be approved by the Owner's Rep- at 25° Centigrade as measured by saturation extract resentative. Herbicide chemicals shall be applied by a surface material from the site +nd leave the premises in a neat and clean condition. conductivity. Organic amendment shall be mineralized weed control expert licensed by the State of California. with iron sulfate. Pine shall not be used as an Allow two to three weeks prior to Installing the lawn S. Remove all tags, labels, nursery stakes and ties from organic amendment. after use of the herbicide. all plants. 3. Import soil , if required, shall be free from debris, For All Other Areas: • ...3.13 Maintenance: roots, and large rock and shall be of the same structure S. Apply pre-emergent weed-control chemicals to groundcover and USDA classification as the site soil and shall be A. Maintenance operations shall begin inmiediately after each free of all deleterious materials harmful to plant Areas. Do not apply to areas to be lawn seeded.A!'?L'S plant is planted and shall be continued satisfactorily for life. Expansive soil is not acceptable. IrF'�EK 'y}a• dib �Z5 I•*M M" '0 � �R 2 i"�C+6 ,I"IP,�Q`•�.::� e6 jrp4m_ OF !�1I' �, ¢, A#Jr3 TJX 6. Proceed with installation of shrubs and groundcover after a_period of a© days after the time all items of removal of any weeds by cultivation. work have been completed as specified herein and to the B. Plant Materials: satisfaction of the Owner's Representative.# 1. Quality and size of all "plants'shall conform to the I. The contractor shall be responsible for control of weeds In all S. During the maintenance period specified in landscape areas through the final acceptance of the work. Any P paragraph one (1) California Standard Grading Code of nursery stock and above, all plants and planted areas shall be kept watered at shall be No. 1 rade. Plants shall be vigorous, of selective weed control spray or physical weed removal shall be g g the contractor's responsibility and the contractor shall repair all times; weeds shall be removed and disposed of; basins and v,NDSCAP normal growth, free from disease, insects, insect eggs depressions shall be maintained and cultivated and kept well any damage resulting from weed control activity WM7-� 1W L^t.*j5 ��` E. 4 9 and larvae. All plants shall equal or exceed anyformed around trees and shrubs; paper and debris .shall be � P 'fit o aF•k�.D (;E ! T AFTSFL '2ND r 41WA► AWP '.Mp 6 Lr1i"'rwWN measurements specified and shall be supplied from the regularly removed from planters; and water system shall be o � _ �„ "source indicated when a source is spec ified.i1%arm 3.06 Soil Conditioning (also see Fine Grading section) W A /�jac•r►Ieu7�rF ��� ts'K � Me+,fs•••►rl•lrtaew�I Jae �• maintained and repaired; rodents shall be controlled; and the r No. 1425 ., Oeste A. Broadcast the following additives per 1 ,000 square feet and entire project shall be so cared for that a neat and clean * .S7 2. Container stock shall have grown in containers for „• condition is presented at all times. Keep walks and curbs - A - at least one ear, but not over two cultivate to s depth of 6 DATE Y years. Samples swept clean. Legally dispose of excess materials including `r shall be shown to prove that no rootbound conditions 10 lbs. 12-12-12 commerical fertilizer paper and debris in planted areas. prevail. No container plants that have cracked or 4 eu.yds. nitrogen stabilized organic amendment broken balls of earth, when taken from container, shall r C. Maintain a sufficient number of men and adequate equipment be planted except on special approval from the Owner's to perform the maintenance work herein specified from the time Representative.# 3.o7 Planting shall be done as follows: of planting until completion ofthe maintenance period and DATE 3. Nomenclature conforms to customary nursery usage: acceptance by the Owner. DESCRIPTION OF REVISION tile- APPROVED for clarification, the term "multi-trunk" defines A.- Trees and shrubs 0. An application of 16-6-8 Best Fertilizer, at a rate of 5 pounds a plant having a minimum of three trunks and a maxi- CITY OF RANCHO CUCAMONGA mum of .five trunks of nearly equal diameter. 1. Position the trees and shrubs or stake their intended per 1 ,000 square feet shall be made to all landscape areas locations per the plans and secure the approval of the just prior to the completion of the maintenance period. C. Tree support materials: see details. *Owner's Representative- before excavating pits, making • necessary adjustments as needed. E. Inspection of plant material: Inspection of plant materials '�'Q required by City, County, State or Federal authorities shall TRACT 1 ACT N O 13192 PARKWAYS E. .500 L06,W %tL BE r M490 k{ 11"110 reacbr. 2. Excavate pits with vertical sides for all plants. be the responsibility of the contractor and where necessary Tree pits shall be large enough to permit handling and he shall 'have secured permits or certificates prior to planting without injury to balls of earth or roots. delivery of plants to the site. When planted and siettled, the crown of the plant shall SPECiRCATiONS & LEGEND bear the same relation tc the finished grade that it F. Plants shall be subject to inspection and approval or rejection did to soil surface in place of growth. Improperly at place of growth and on the project site at any time before EXc'CUTION placed plants will be rejected.- and during progress of work or during the maintenance period. Poor condition, latent defects, injuries, and improper size, APPROVED 8Y: _ DATE: 3.01 Commence work as directed by the Owner's Representative and 3. Set plants in center of pits ih a vertical position so variety, and shape shall be cause for rejection. Rejected plants CITY E N GIN EER - R.C.E. NO. Zw�'9 7 conduct operations continually to completion unless weather that the crown or ball oflant will be level with shall be removed from the project site immediately. conditions are unfavorable. All wdrk shall conform to high P DESIGN REc �reMEhDED finished grade after allowing for watering and settling G. A written notice requesting a �G Larry Carlson, Inc. n standards of practice within the trade.GOtJ16I�J W/ of soil . q g pre-mainten ce inspection shall L.�>� s be received b the Owner's Re resentativt least 5 days to DRAWN P SNEfT �'�(/►N�141Ct� �uFt(/4TiDr1aJ FGA �UBiaG V�bpcS Gah�JC�[iGl•� Y P y 3.02 31T-e LTear3'ance: Mean up an remove from planting areas..-a 1 existing completion of the project. Landscape Architecture plant material not removed under the general site construction contract, �}- 1830 NORTH ACACIA AVENUE �Including roots roots and any accumulated debris and rubbish before H. A written notice requesting f al inspection sfiall be rectiVCd CHECKED FULLERTON.CALIFORNIA 92631 D&aw Nc No eommencin work. Legally dispose of such material off the 'site. by the Owner's Re resentativt least 5 days TEL:(714�55.113 RCE NO . g g y p P y prior to completion p� rILE NO __- .. .. • of maintenance period. � GATE _Ll_3L �. __ -A�0� tWT 'art L 11. "�C