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HomeMy WebLinkAbout1147-L DEVELOPER_ i WDS DEVELOPMENT INC. 5206 BENITO ST. SUITE 101 4 MONTCLAI R9 CA. 91763 (714) 625-2473 1 SHEET INDEX Ma ngr o�t_e_at .- - IARIGA11ON- O _ _ __-____.____ L- 1 PLANTING & PLANS L-2 PLANTING DETAILS & SPECIFICATIONS ICATIONS ___ _____ _ _L-3 IRRIGATION DETAILS & S P E C I F I CATI O N S See- Arch to I dwi th4'Ptina-1 0 .h9 s I Gatto as i ' t t ti t 4_4 ASELINE ' SITE I CHURCH 4C FOOTHILL.. v 1 11�.IGeIl4ia Hai wL - LANDSCAPE MAINTENANCE: AREA DESCRIPTION OF REVISION DATE A -TU" .,Oq; C °`° -. .. } P!'�s''LATIN , . � T `� all ( I CITY _. _ PPROYEO NOT TO SCALE NORTH = r,� CITY OF RANCHO CUCAMONGA VICINITY MAP SITE PLAN % LOCATION. MAP SHEET' --- ----- N�R�`H LANDSCAPE` MAINTENANCE DISTRICT 1 = 401 - - _ . TRACT 13475 .� L/ANDSCAPE P15TRICT Irl° 1.. APPROVED 9Y: DATE: i f� / n CITY ENGINEER ( r - '-�� RC.E NO;� hose eld Associates REcoMMtNoco Landscape Architecture Planning > pRAWM 250 W. 1st St., Suite 318 sNE Claremont, CA 91711 �[ , (714) 626-3811 Cal. Lic. #1598 HECKEO � ` - 7- L- DATt 'FILE Ii0 z 4 t r Q W to NA -- ' '•' -----'---+a- - y y .� 4. Z y s y �• t i /L 7 '!y r -- -- - --- _. -V- W 1 W NEs CL.�.�V F- 4 � . c.. P,�N��- __ � . ,� � � ; -t�t�T�, tet ,�r�T�t.t��,�.r�(s�.� �lu.�c►���T I�OW t�r ' HUR STEET i ..._-fit . .... . .. .. _. ___... _ _. ..... ......---. _.... .- ___t-.�- . •c-- \ W a I� � > - 100 F. 1;0 U 5 L4 c i�go,v,6-L\"�.. �� P� v N*T_X. *'3:5 l.•VG WCK coUPl i,4j o VA-We INdE-U( L- M LEG • I' F•!f E_ w/ I RFit`[pcl. � 1G -4 Ply �.uTvM�•TIG G©1�'T f� r�rl !�r - 4----- - loN PR0.55+aP-� I.�� c.,••� �� � �1G ( IZ aC�R eUNla.l.) I5v I=Ff. -GP ( I'h.`'� Ps. AoTr_ cc�wro-oL \, a,&L e WITW ''y-DP,0M�'Te-p-�t �Y5Y5`fEMraTsG IR.jti�,cottT€ 1 � ("tI 8 .4.402 fcA,y,�; -vE (INSTbU, putt M�Nu atTU ::f � 11ri� --- _.L_F A.& 5 t_L-- ,�, .1N�IPb I S©4� • IO cI, 1r��aDJ, o.3g �,o rsl ga Pop up 'T WA%- F% P"_- u p 6'.ca w I <011 'r M D . 1��'pp�.�► v u I&��• (�M �� �.-�9 '� 180° � �U . 1 �� � ,(~", M, _ j RRIGATWR P. !�QRTH , zo0 I : WAL.I f,eE ENGINEe- (�d�N:'S • R- t 12 � _ - - ... .: _ 6 C U I , �, C) lit _ _ IQ"_.._. ...��YP G" - :_ �TIN6 NYDiv�y •� ICO 19 ra GoNT I `hi/ i C r� , T Q. I. r r� � -- G'? �{ (` �_`� F- Z L.KOV Z G,� O.G. , - � f i � F" .. - -AT CHURCH STREET • Ali-•• �r -� . t_� l�.I �T��j V 'fit- � 9��• pF�p,��F T —2 -.. RW.b ..._ . ___ _ _ .r. _ . w ., _ _i: �_.._�y... ____ DESCRIPTION OF REVISION DATE wT1/ — ►►ROVED Ne raI_ � �j�e�T T 2 T CITY OF RANCHO CUCAMONGA -- F L *-r� �A l� �, �pp�, C -N;UWA WH ITS �.�' �21� v,�.-t ► ul..�� t AI�DSCAPE PLAN I�58© �. �IRR(GATION PLANT LANDSAPE DISTRI CT N° I ..P A_ _NTING. PLAN NORTH TRACT 13475 1 �� 20' APPROVED BY: ` ' DATE: t CITY ENGINEER RC-E NO.22. Rosenfeld Associates REcoMMeNOEo _ Landscape--Arc�ite�ture Planning- LA-AA- DRQ 250 W. 1st St., Suite 318 SHEET Claremont, CA 91711 ' cHccKEo (714) 626-3811 .Cal. Lic. #1598 OF •ams "�___..__ / /4.7-- L DATt 'FILE 60� ?2 NDS CAP I NG 1.0 GENERAL 3.3 Tree and shrub planting. 1 1.1 Scope. A. The planting plans are a guide to plant locations. Due to C. Maintenance of plantings: The maintenance period shall be � -{'�•,6,�T field conditions. the plants may have to be relocated; for I► 1/ A. Work of this section includes everything necessary for or therefore, before any plants are planted, call the -approval is gives by „_,,,,+,sat incidental to completing landscape work, except as landscape architect for planting approval two working days planting.specifically excluded. before p g• 1. Watering: Water all plants to assure complete - 1.2 General requirements. B. Dig all plant holes twice the diameter of the root ball germination of all seeded areas and continued growth lY and twice the depth of the root ball. Fill each plant of the plantings. or, A. Quantities and types: Plant material shall be furnished hole with water before planting. Use prepared backfill Areas that do not have sprinkler coverage or which in the quantities and/or spacing as shown or noted for around plants. Backfill mix shall consist of: may require additional deep watering shall be each location and shall be of the species, kinds, sizes, watered by hand hose or temporary sprinklers on etc., as specified and/or as indicated on the drawings. 3SZ Nitrogenized Redwood Shavings stands as may be required. 1SZ B. Verification of conditions: Scaled dimensions are Nat ` d with w w approximate. Before proceeding th any work carefully SOZ Native ve Soil Adjust all sprinkler heads is each area and zone of check and verify all dimensionsand quantities and Plant tabs as follows: exposure so that the optimum amount of water is 1 gallon - 2 plant tabs applied at the proper time. immediately inform the landscape architect of any S gallon - 3 plant tabs discrepancy between the drawings and/or specifications a-+ conditions. No work shall be performed in any area where 15 gallon - 5 plant tabs 2. Cultivate and weed all plantings at regular there is any such discrepancy until approval for same has Bored tree, - 6 plant tabs intervals not to exceed 15 days. Exercise care when -� 1 vr� t/^ been given by the landscape architect. C. Locate plant tabs equally spaced around middle perimeter cultivating to avoid damage to the roots of growing of plant hole. Plant tabs shall be plants. Chemical herbicides may be used at the C. Bids: All. bidders shall submit a bid using materials P - `{d option of the contractor upon prior approval of the herein specified by name. Bids to be broken dove to unit _ ��+ �f" w - landscape architect. 1 e.4.4-LL 0 P 1� �a. prices. Bids not broken down to unit prices snall be D. Build a temporary 3" basin around plant material as they 3• Pest and disease control: Spray as necessary to deemed imcomplete and automatically rejected. arelanted and water several times before removing basin. p control all infestations and as requested by the _ D. Underground utilities: The contractor shall be owner' responsible for verifying locations of all existing E. When planting on slopes, do not remove basins. Plant � utilities, and for protection of same. Damages resulting material shall be as specified on the drawings unless 4. Plant replacement: During the maintenance period, contractor has obtained written approval from the should any plant show weakness and probability of -1 C from his work or that of his subcontractors, shall be d i � r _T TW 195T �r'�� restored to original condition at their own expense. Cwner landscape architect for a substitution. Basins shall be dying it shall be replaced by the contractor within shall have the final say if repairs are to be made by constructed from a combination of fill and cut and not by five days of notification to do so. At the end of G Te, `� ��1 j-�• contractor or others. cut alone. Basins shall be maintained weed and silt free the maintenance period all plants shall be in a To MIN,+ �IfG1"FI and to the correct depth during the maintenance period. healthy growing condition. �., (uI �r`'��I(�I; Repairs; In the absence of the contractor, the owner f ' ���` ' t E. p S. 1 reserves the right to maks any repairs required for 3.4 Tree staking and guying. _ ��(� _ ��•��}}�� protection of the work, the site, or adjacent improvements; coats of such repairs to be backcharged to A. Stake all trees. where required on the drawings with 10' • Res all spate or arena where normal the contractor. treated lodge pole pine stakes. as shown on the drawings. �fZ`�v NN�I � Refer to drawings as to number of stakes per tree. gem ion is not evident. F. Inspection: All inspections herein specified shall be - / II 0,A �1~h^ � made by the landscape architect. Contractor shall request B. T ng material for stakes may be "Cinch Ties," hose and Remove all cks or other debris that would �-��V inspection at least four working days in advance of the wire or contractor's choice of tying material, when constitute a drance to normal moving of 1 time inspection is required. Inspection is required for approved by the landscape architect. Stakes to be a grass area'. 11 4 the following: minimum of 6" away from the tree trunk and in Line with _ FIN l� the prevailing vied. 14 • Fill all depressions an eroded channels with 5, i,Js> 1. When fine grading is complete and plant material is p g sufficient top-soil to tai [o proper grade` positioned according to the plan and all soil C. spgalmon gauge galvaalaed compact and resod, the filled ens. t additives for backfilling are at the site. virs LA e " ,T, � _ W �� - t1 irk-€spa-gr��d- • Mow all turf areas before they reac height deep 2. When planting and all other indicated or specified „ � fof 3" and waintato , work, except the maintenance period, has been • " I It completed. D. .�.{, r§ c__ .i,.-_:, h e , SSC�l7 cC acGGSZ ccC O 3.5 Groundcover planting. 3.11 Final inspection (final acceptance) . 0 �� \ t J' 3. Final inspection at the completion of the ,; - ; / A. pt Water area thoroughly to 6 penetration the day beforePpAy �1 �I p maintenance period. A. After the 60-day maintenance period has expired, the • - / planting. All plants from flats must be rooted before landscape architect shall inspect the work for final STANDARD 4. Contractor or his authorized representative shall be transplanting. Immediately after each flat is planted, acceptance. /� �{�� on the site at the time of each inspection. tater thoroughly. p City of rancho cueamon�a DRAWING (� G. Soil tests: ea. B. All ground cover areas to receive an initial 1" layer of B. Should it become necessary, due to developed conditions, I II I L� , �`✓�f "top dressing." At the end of the maintenance period "top to occupy any portion of the work before the work, as o0woof reserve. to =it f&U�wae� rthe dressing" to be reapplied to washout areas, etc. o that specified herein, is fully completed. such occupancy shall employet�j ,� not constitute acceptance. all areas have a minimum of 1 cover of cop dressing. -1 pe-caatractar shall -provide the 3atrdseepe 3.12 Guarantee. t-witk�agsic-al-t ,_.--���^•, Soi 3.6 and nt Laboratory, Inc. or approved equal as A. landscape contractor shall guarantee all container grove approved landscape architect. Said tests shall a e,&&_ material up to 15 gallon size, for a period of 90 days _ �� �� �1•S include the llowing: A. beyond the final acceptance, to be alive and healthy. tt 1 �_ _ _ __ _ _'•________ o��_ th v 4 rPAunM h&Adarhnwrd_ CLrveS Container grown material 15 gallons and larger, and field e a. Agricultura uitability analysis. shall be laminate --vi " material. Install headerboard grownspecimen material shall be guaranteed to be alive I t straight and level with stn n center sad 24 scabs and healthy for a period of 1 year beyond the date ofj b. Soll fertility an sis. " final acceptance. data#ledr-0a- 2. The contractor shall submit oil samples from the site to the soil testing lab. ese soil samples 3.7 -r -s ..la"4.-- B. It shall the decision of the landscape architect that / �0TH T� 7W{C�T shall be obtained by the contr or under the will require the landscape contractor to replace any l t {� supervision of the landscape architect. Soil tests A. •r=rThe material which moat be replaced, shall be the sa _pi titins: material which fails during the specified time periods. ff T fT '7� shall be completed and submitted to the rchitect me . prior b the beginning of landscape site w The - - _ __ on a size and quality as was originally specified and shall be replaced at the contractors own expense. Replacement ` DOUBLE STAKING easr. 91 the soil teriting shall be in-el shall be within three working days unless contractor has prior approval from owner's representative to Sip : scari'v al; or: areas to a septa of 3" and received p Pp p I 16" V. I.T. wist brace flanges nailed to 2.0 PRODUCTS moist A.Dviv unl:ormiv to all p'aating areas extend the time period. • (after •ripping) pe: :,000 square _dot, 3 cubic 3.13 Submittals. IOdgepOle pine stake: with gale. roofing halts 7.1 Materials. yards. trogenized '.Redwood Sawdust and N lbs. of A. List of suppliers of all plant materials. �� 10-10-5 ercial fertilizer and 200 lbs. of pp p 2 dia. lodgepote pine stakes 10 long (2) 1. Plant materials indicated on the drawtags shall conform to agricultur gypsum. Rototill amendments into top with wood preservative stain, stake a minimum the following: fi" of soil. The soil preparation snail be done B. Copies of bills of lading relating co delivery of all soil I� �� after all grade operationep amendments, fertilizers, herbicides, hydroseed mix, etc. Of 12 into undisturbed soil and align stakes t� 1. Conditions: Plants shall be symmetrical, typical to the job site. 1 ` �, Q for variety and apeeles, sound, healthy, vigorous, Rake v �„ ,1 parallel to center line Of street. (Us 12 � �I ,I1 � �yY���� free from plant disease, insect pests or their eggs, 3 rocks over 1 in diameter from o of soil � �I t p - C. Soils report. (Alternate ileo). stakes for Eucalyptus) LOOGE►OLE TO 0E TREATED. and remove from sit and shall have healthy, normal root systems; well 'l filling their containers but not to the point of D. Maintenance schedule for fertilizer, herbicide, pesticide, etc. ' r. All areas shall nave smooth and continual ;rade f I #4 gravel backfill being root-bound: All plants shall ba set so that. between existing or k� t I fixe controls. Rol_, Scaz_.y', E. Print of laatin g any revisions to size, type, or 1 g t if p g plan showing when settled, they bear the same relationship to the finished rade required raise and level as access ry to obtain true, even location of plants 15 gallon and larger and any deviation of � g q grade as they bore to the natural grade r' t -i ,. sur_ace. A1_ wish grades steal; see_ approval of turf or groundcover areas. 1 . :. species being transplanted. tbenat tagged dwith Attthe least plant's name each im • •- - the landscape architect befor_ aydroseediag. Deep root Or equal control planter �CFiI�l. p� !rXccly accordance with recommendations of the American D. Sod: Sodded iat.ns to be 30o tall scue''0" blue grass t Association of Nurserymen. _ ���- �� -- ::, 22-29- 18-P where required Or approved G/ F?O.V- ED?-ri6�L.Pir�L) as Classic by Ca_ Turf. av sod p groi.ers reccomme- �. ndation. - 2. Plant inspection: Notify the landscape architect T BALL eq W) �_ N where plants are coming from. All plants must be o• Hvoroseedina: Seed mix shall consist of 0%,tall fescue, �_ `I �G�1`Vi r���}� V ` _ i Q d 4 n _0 blue grass as available from Cal-Turf as noted on M $ Backfill Tree Of rocks 3 in dia. Or approved before delivery to the site. No plant 1- - -- � Q •1 Q URls] a pians. .igdroseed at the rate of lbs. per 000 s ft. (' _F g y� material will be accepted if it is root-bound or of t q• Q _ __ � __ �,� - � s �i'� realer kV�\ poor quality. Approval of plant material at the at a rime o: little or no wind. Areas that do not snot LI-LI- C LI� I �, Q Y5 2 X growing ground does not mean approval for planting. >rompt germination snail be renvdroseeded at tet. da} II �1 �� 4 1�i j TA�1 All- material must be inspected before planting at intervals untill an acceptable stanc is assured. apply ----_--.-� .�-1Y- �� JI- i'Fai 11`� -----_-- - the site. materials b h�droseeder" or equal, with experienc _-__ _ -PIi� EST. l_-�Nltl_ A F-P NSE B.'� E �.1 Ty, - FERTILIZATION J + v L 3. Dimensions: The height and spread of all plant TWICE ROOT BALL DIAMETER r � v� `;' r•m � materials shall be measured with branches in their normal position and shall be as indicated on the 3.8 Cleanup. Agrifor m 21 gram planting tablets ` drawings. Where dimensions of any plant material (or equal) on tablet per each 1/2It are omitted from the "Plant Legend," it shall be A. Cleanup shall consist of cleaning each area as it is understood that these plant materials shall beof Caliper finished by removing tags, debris, equipment, surplus normal stock for type listed. material and washing down :calks, drives, and streets. All 3.0 EXECUTION plants, buildings, and curbs shall be :leaned of landscape materials. Any areas where, in the owner's opinion, 3.1 Fine grading. debris or mud may pose a safety problem shall be cleaned on a daily basis. A. The contractor shall receive the site in a rough graded 3.9 '+a intenance. condition at, plus or minus one-tenth of a foot. It shall m be the responsibility of the contractor to balance the soil and grade to a smooth surface without low spots for A. ging the landscaping process all areas shall be N water to stand. All rocks over 2" and all trash shall be maintained continuously until the 'ob has been completed removed from the surface during fine grading. All grading and approved by the landscape arcaitect. W shall meet State and local codes. All rivulets in slopes Q shall be compacted if over 6" deep. B. Finish grade shall provide drainage away from buildings in TREE STAKING DETAIL - - - all cases (ainimua 21) unless indicated otherwise on landscape plans, or engineer grading plans. Provide shrub EXTERIOR ST R E E TS 05a, and ground cover areas grade 2" below concrete walks and y �� CITY curbs. 3.10 -48-Ds4-maintenanee.: -��Q-��., _ .__ __________., __ . DESCRIPTION OF REVISION DA TE APPROVED 3.2 Soil preparation. A. After all landscaping has been completed, approved, and CITY OF RANCHO. CUCAMONGA A. Rip or scarify all planting areas to a depth of 8" and accepted, the contractor shall maintain the irrigation moisten. Apply uniformly to all planted areas (after system and landscaping for a period of not less than 60 ripping) per 1.000 square feet. 3 cubic yards of calendar days. Maintenance shall consist of watering, Nitrogenized Redwood Sawdust and 150 lbs. of Gro-Power weeding, pest control, plant replacement, reseeding, Plus as manufactured by Southern California Organic fertilization, cleaning walks, and adjusting and cleaning Fertilizer Co., Glendale. California, and 100 lbs. of the irrigation system as may be required. _-•utilization PLANTING S P EC l.F IOA.T l O N S AND D ETAI LS Agricultural Gypsum and 15 lbs. of Ferrous Sulfate. shall be 25 lbs. per 1,000 square feet on all planted Rototill amendments into the top 6" of soil. The soil areas with Gro-Power 5-3-1. The contractor shall notify preparation shall be done after all grading operations so the landscape architect two working days before a final t ,� /� G � all planted areas have prepared soil in the top 6". inspection may be held. LAN05CAPV- {Vi :-?T1:�lGT N B. All planting areas to be treated with pre-emergent B. r herbicide, per manufacturer's instructions. Treflan is TRACT , 13475 recommended. Herbicide shall be distributed in two base - separate applications. All applications to be applied by an operator licensed by the State of California to perform such work. All materials used in this work to be as \ APPROVED 9Y: . DATE: approved by the State of California and any other .. R.C.E. NO. Z 3 91 governmental agencies with jurisdiction. CITY ENGINEER RECOMMENDED C. The above soil preparation, in paragraph A. will not apply � n I_ � Rosenfeld Associates • .. to slopes steeper than 2 to 1 unless noted otherwise onG _ Landscape- Architecture Planning• • s plana. ffi DRA01% 250 W. 1st St., Suite 318 SHEET, Claremont, CA 91711 3. (714) 626-3811 Cal. Lic. #1598 CHECKED moi. No / 4- l- DATt 'FILE NO_ - i••.•..Yr -- - v _+rtr-ira,r.rsuw�r...r.u.n r.raw..saw�...�4.MtJ.'f..Kw../:'�w wraJ_...rt - fr1'�Y.r••w•-ti b,.a•.s..a w�rYs.a•Y�� _ _ _ -J•J-a-+w:ruw-+..u-.+a_ta.wra row-�r�r-.+..o.._-.-.•- �.- �. � .r.�-�-_�-.��.�..- - r-a.-.w=.t...�_r.-.w.,.-w....-.......r+ter.-..a..->_��».-.-.� �.� r��-�-.-�-..�_�..--��__..-�-� --•-..- _-..._...-.�...-�..�..a--+waif:... ����!-.��+-�•. ---.--.r-w+�vrrr.r- .-� ��•�---.. _ ��' I Nyt°�rrtoN Int INDo W TP'� LANDSCAPE IRRIGATION _ r pl�l t - I L LANDSCAPE IRRIGATION 1.0 GENERAL LoW ••St ou�TT�. �-1'>rtz 3.0 EXECUTION �.N D I�lyTk•I�L�TI Ohf I��AL 1.1 Scope. 3.1 Excavating. 3.3 Pressure tests. 4.0 Scheduling. _ MY5-KS7 Z►G � [�UG"r�Jf A. Work of thin section includes everything necessary for or C. Backflow preventers: As required by local or State A. Excavation and backfill: A. Pressure tests on main lines shall be made after lines A. Contractor shall meet any deadline, set by owner and/or INC. CAT" * m r-_ -uG �S incidental to completing landscape irrigation, except as ordinances, install backflow reventer to protect the herein specifically excluded. P P have been flushed and before control valves or quick landscape architect, out of normal sequence, i.e., rental domestic water supply against back-siphonage from lawn 1. The contractor shall perform all necessary coupling valves are set in place .and after trenches are office areas, model complex area, drives, entrys, 012- AI'I`IeON Eb i---U IVAL-•F_N T- 1.2 General requirements. sprinkler system. Backflow device shall be installed in excavation for the installation of all work included dried from the flushing procedure. All tests shall be recreation areas, or any other area so designated accordance with the requirements set forth by the local in the contract. After the work has been installed, made is the presence of the landscape architect or his critical. If requested, contractor shall provide enough A. Responsibility: It shall be the responsibility of the plumbing code having jurisdiction over the work in this flushed, PP �inspected, and a roved all excavations representative who shall be notified 48 hours before tests labor and materials, to complete these areas at an subcontractor performing landscape irrigation work, to area. shall be backfilled with fine materials. Trenches are made. accelerated schedule. install the sprinkler system in such a manner that it will located under areas where paving will be installed .• •Q•� �,A•1 I f'. ^N G� � I�a� WI� Il r efficiently and evenly irrigate all areas and be complete D. Special requirements for steel piping: All above grade shall be compacted in layers to 95% compaction. B. Metallic pipe: All metallic main liaes is the system B. Contractor shall perform all work to owner's schedule and •�'• 1 1 W in every respect. The system shall be installed ready for pipe to be steel. Mainline trenches shall be compacte' to 90Z shall be capped and pressure tested at 125 psi for a phasing. All compaction, jobs may be subject to I�L.T5V TO IT operations, to the satisfaction of the landscape architect pa using manual or mechanical tamping � period of one hour. Any leaks found shall be corrected. phasing and contractor must complete all subcategories of 1. Pipe: Steel pipe shall be new, scale-free, mild devices, or by wheel packing, using a vehicle of and general contractor. work, by phases, prior to commencing work on subsequent steel pipe and shall be standard weight, sufficient weight so as to provide the proper C. Plastic pipe: All plastic maia lines in the system shall phases. B. Drawings and specifications: Should any discrepancies schedule 40, galvanized, density. Trenches of lateral (non-pressure) piping a be capped and pressure tested at 125 psi for a period of ��U��iJ occur between the drawings and the specifications, the shall be compacted to equal the compaction of the two hours. Any leaks found shall be corrected by removing C. Contractor will take all measures to insure owner's GZDINh L IN�51j12� FIN `J�ErS ggr�A 265 21 2. Fittings: Steel pipe fittings shall be medium existing adjacent undisturbed soil and shall be left the leakingC^01 N T TO PQ1Ni�U Lr.B Elm E # final decision as to which shall be followed, shall be pattern, banded pipe or fitting and installing new material in occupancy and jurisdictional approval and/or release in cfi'tJi 1ti���iA y P p galvanized malleable iron in a firm un unyielding condition but not to exceed 90% place thereof, and tha test procedure repeated. the most expedient manner. ra'�N.'l 11PLEI�j�Q made b the landscape architect or ower. threaded pipe fittings. compaction. yAll trenches shall be left flush with _ .-�r' - N'N I'>�' �SINTI G� T the adjoining .grade. All excess material to be 3.4 Sprinkler Laterals. C. Bids: All bidders shall submit a bid using materials ' D. Billing and pay schedule to be submitted by completed / herein specified b name. Bids to be broken down to unit 3. Nipples and risers: Shall be of same material as removed from site at contractor's expense. P y pipe, galvanized or as show on the plans. A. All s operation of each phase, e.g., irrigation draw phase 3, prices. Bids not broken down to unit prices shall be sprinkler laterals shall bei pressure tested for a planting draw phase 2, etc. - + deemed incomplete and automatically rejected. 2. Mechanical trench di period of one hour at the design pressure of the system. era: Used on this site shall � tic/ 4. Bushings: 3ushings or close nipples shall not be Me of an approved type to cut trenches with straight D. Permits and inspections: installed. sides. Trenches shall be of no wider at any point B. AL1 sprinkler risers shall be capped pressure tight after 5.0 Submittals. than is necessary to lay the pipe or as may be allowing all air to be expelled from the Lines. A. Irrigation product warrantees. 1. Any permits for the installation or construction of 5. Installation: A11 piping shall be evenly supported approved by the owner's authorized representative. any of thew rk included under this section, which in the trench to prevent sagging and shall be run in C. Flushing of lateral lines shall be performed after lines B. Irrigation operation instructions. are required by any of the legally constituted accordance with manufacturer's recommendations. B. Depth of cover: have been tested by first removing the caps from the authorities having jurisdiction, shall be obtained risers most distant from the control valve. C. Irrigation watering schedule. and paid for by the contractor, each at the proper E. Plastic pipe: 1. Trenches for PVC pipe: Shall provide a minimum time. He shall also arrange for and pay all cost in earth cover of 18" above the top of the barrel of 3.5 'taking up steel pipe. „ 1. All plastic pipe designated as PVC shall be new the "mainline" D. Irrigation 'as-built drawings. connection with any inspections, examinations, P P�P 8 pipe for all mainline piping except under testing and lab work required by these authorities. normal impact rigid polyvinyl chloride (PVC) pipe roadway and 12" minimum over all "lateral" pipe A. Pipe: Shall be carefully cleaned of all scale, sand, ,-!.' r extruded from 100% virgin materials, All pipe O.D. linea, i.e., pipe lines downstream of sprinkler dirt, ate., before installation. The ends of all threaded DCA DOUBLE CHECK VALVE 2. la all cases where inspection of the sprinkler sizing shall be in conformance with AWWA iron pipe control valves. Piping under public roadways shall pipe shall be reamed out full size with a long taper M n'Y system work is required and or where portions of the sizing (I.P.S.). All pipe shall be National have 36" minimum cover and shall be installed in a reamer so as to be partially bell-mouthed and perfectly ASSEMBLY BACKFLOW PREVENTEp �D�`YG � work are specified to be performed under the Sanitation Foundation approved and shall have a wall sleeve at least two sizes larger than the pipe, smooth. All offsets shall be made with fittings. Pipe 1-r`+�`i" `� thickness schedule as indicated on the drawings. �► direction and/or inspection of the landscape 8 shall not be beat at any time. All nater Lines shall be �� �•� �� architect, the contractor shall notify the landscape 2. All control valves on any line shall be 3" minimum, thoroughly flushed out under the direction of the owner's architect at least 48 hours in advance of the time 2. All PVC pipe shall be continuously and permanently 8 maximum below finished grade level to top of authorized representative before the heads or control •} ��:+e• such inspection and/or direction is required. marked with the following information: cross arm in "open position" or as detailed on the valves are installed. Manufacturers name, nominal pipe size, wall drawings. A minimum of 3 of pea gravel shall be 3. The completion of the contract -dill be accepted and thickness (schedule number) or working pressure type installed under each valve box. B. Threads: Threads on pipe shall be cut with sharp clean notice of completion recorded only when the entire of material (PVC). NSF approved, and the date of dies to conform to American Standards Association ,�• •A �.� �• � 0 M"M spec . project is inspected and found satisfactory in all extrusion. 3. Contractor shall inform the landscape architect of ification B2 �`�`'1' �t '. phases to the landscape architect and ower. any deviation from the plan required, due to wind, b.•• • ,: 3. The physical specifications of the Society of plants, soil or site conditions, to ensure proper C. Joints: Joints in all screwed piping shall be made by CYT ,��. ;,Y•� E. Verification of dimensions: Plastic Industries for this type of pipe shall be coverage. Such changes shall not be made unless applying an approved oil base pipe joint compound on the deemed and construed as a part of this approved by the landscape architect. male threads only. Excessive joint compound shall be 1. All plot dimensions are approximate. Before specification. removed. cAY t'M'" 3m• 4o proceeding with any work, the contractor shall4. Pressure lines under any paving shall be in a sleeve carefully check and verify all dimensions and shall 4• Pipe dating: Shall. be done in conjunction with at least two sizes larger than the pipe. 3.6 Control :Tire - 24 volt. aye. 6TIWw 0116 5ett•eo report any variations to the landscape architect. records to be held the manufacturer for Z years, Contractor will also verify all points of covering quality control tests, raw material batch C. Closing in uninspected work: The contractor shall not A. A separate wire is required from the controller to each connections and their existing and proposed static number, and any other information deemed necessary allow nor cause any of his work to be covered or enclosed valve, or as indicated on the drawings. A common neutral NINH L*4e by the manufacturer. pressure. until it has been inspected, reared, and approved by thd vire is also required from the controller to each valve. owner's authorized representative and or governmental The common neutral wire shall be with white insulation and ��I�ISN �R�b� LA 2. Spacing of sprinkler heads and locations of valves 5. Sprinkler risers: Shall be as shown oo plans, IPS authority having jurisdiction over his work. Should any pilot wires shall have the color coded insulation. All - !7h'JU171.� 4 M 'Jow and vacuum breaker shall be as indicated on the to fit sprinkler opening. See detail on drawings, of his work' be enclosed or covered before such inspection wires shall be sized as noted on the drawings. ,/ iv co drawings. Any deviation from the drawings must have and test, he shall uncover the work at his own expense and L1/ /u the approval of the landscape architect. 6. PVC pipe fittings: Fittings shall be of after it has been inspected, tested, and approved shall H. '.'here codes allow, no conduit is required for the -dire and ' polyvinylchloride (PVC) manufacture, medium wall, make all repairs with like materials necessary to restore it shall be laid in trenches provided for piping. Wire P. Work space: Contractor may store material needed for this and of the IPS solvent welded type. all his work and that of other contractors to its original shall be to side of piping. ro ect only with owner's condition. Prior to backfilling owner to contact / P j y permission, in owner's 1. PVC pipe solvent: Shall be of the type and make as f _ I designated area. Contractor to supply ower, prior to landscape archtiect or owner to determine if native soil C. rho bottom of the finished trench shall be dee from a O recommended by the pipe manufacturer and applied per may stones or other materials which might damage the d GU I �..•(J�IG O -- cou ��storage, with a latter releasing owner from any liability , t 7 8 g , I �..0-JIB � a -_� �G caused by accidents, thefts, or vandalism. manufacturer's specifications. insulation of the conductors. Backfill material placed p _ D. Contractor to provide an "as built" N F. Remote control valves - electric: P plan shoving in immediately over the conductors shall be select material O oa v b _-�Ct_��h.�t E5 G. Guarantee: detail: especially free from stones or ocher material that might damage the insulation. All splices shall be inspected by 1. Remote control valves: Shall be as indicated on r 1. The entire sprinkler system, including all work 1. Exact. location of all under-paving lines. the owners authorized representative and all remote performed under this contract shall be drawings; models as indicated on dzaw.,,bs; all brass control valves tested for operation prior to backfill. guaranteed, for/exterior plantingareas, and shall be low power by the contractor, against all defects and faults of r 1. Enact location of any joinage, if applicable, of P P _ �1� � E- � • ITt P� �I TT h�G� 24 volt solenoid type, with manual material and workmanship and shall be maintained is .low stem under-paving lines. D. Splicing between controller and valve shall be covered Tp �j� ��.�������_. �Rvl�l perfect working order for one adjustment. Or as shown cn drawings. with a valve box. If possible, there shall be no splicing P g year from date of P° P B recordation of notice of completion without expense j 3. Exact depth of under-paving lines. of vire bet-.men controller and valve. Splicing of wire to 2. All materials shall have manufacturer's one year to the ower. be as follows: Use Scotchlok connector sealing packs and guarantee against defective materials or 4. Exact locations of all pressure mainlines. connect the wires with Scotchlok connectors included with 2. All materials installed shall carry a one year workmanship. packs. Mix the "Scotchcast" brand resin in the "unipak" _ manufacturer's guarantee. G. 5. Exact locations of all valves, backflow preventers, brand container, and insert the connection into the Sag, `'� 4TV,Quick coupling valves: etc. and tape end of bag closed. Contractor may usa a splice N l 5 3. Any and all damage to rainwater drains, water supply other than Scotchlok with prior consent of landscape 1. Quick coupling valves shall be of the size as 6. Exact locations of all urometers. if a architect. S licin will not be allowed under an aved lines, Edison lines, phone, cable TV, sewers, storm applicable. P g y P drains, paving, curb and gutters, carports, gas designated on drawings. They shall be all 'brass and area. A? 9.O e-0 DY CITY , I�10� TO CCWD 08C `b ION so contructed that they automatically close o: the:: 7. Exact locations of all controller whin linea, and/or other service Lines, appurtences, or g• work of other trades shall be repaired and own weight -when the coupler is removed. ?11 such E. Control wires: Shall be bundled and taped with rubber To T p ?aged valves installed in turf areas shall be ecuipped P ��� for by the contractor. 8. Locations of any added or deleted irrigation heads, electrical or fiberglass tape at 10 intervals the entire J� VI(,ES ONLY CoNTgAcro L �>Wcl.4� �K,TaG-r •' with vinyl cover. Four quick coupler keys and :our length of the wire runs. 4. Damage by leaks: The contractor shall ba hose swivels suitable for operating the quick E. Contractor to chisel mark curb face, `,� / coupling valves shall be provided co tie owner by driveways, sidewalks, �+ Y�Y` b� W Lo�K responsible for damages to the grounds, walks, P 8 P or any other hard surface at crossings of irrigation lines 3.1 Electrical supply to automatic controllers. Shall be provided C G�1 0 ���' �0 I��T��-�I��v roads, buildings, piping . systems, electrical the contractor. Quick coupling valves in lawn or or control wires. by the owner. ' ^ r�i� Io N �IKj 111�t1 GM�wa systems, and their equipment and contents caused by turf areas shall be set 2" minimum above _finished I`( VJ 09-VLCIv /S•� ��-�c�(. �7� r c�l� AfKOVAU • �t leaks in the piping systema being installed or grade and lowered flush to grade at time of lowering 3.2 General reouirements for piping. 3.8 Riser elevations. .I T)MF'6 Dom' having been installed by him. He shall pay for all heads. Quiek coupling valves in shrubbery areas OlF MNH Lf . damage so caused. Al repair .cork shall be shall be set permanently at 2" above finish' grade. A. Pipe linea: Shall be installed In the locations and of P P ,.. g P - A. Lawn or turf sprinkler heads in open lawn or turf areas IG ��rwad performed as directed by ower. the sizes shown on the drawings or specified herein and of shall be elevated a minimum of 2" above finished grade at -.___---- -_-_- �, (� �Ils�r' "�6wNICII,��+ 2. Quick coupling valves shown near walks, curbs, or the time of installation. Within five days of 2.0 PRODUCTS headers shall be installed 12" in :rem edge of such the materials and workmanship ish herein specified. Where divider. piping on the drawings is shown under paved areas but notification by the owner's authorized representative, the ! Perm ,,r r�t1 2.1 Materials. running parallel and adjacent to planted areas, the intent sprinkler contractor shall, as a part of the work under �r 1���7 e"''r"s H. Control wire: Shall be OF No. 1� direct 'burial type, of the drawings is to install the piping the planted this contract, make whatever adjustments of pipe, L�X�1 7W K' `{rm 41" W-Lb, A. Valves, cocks, stops, etc.: area. fittings, valve, or sprinkler heads necessary to bring the C system to the proper level of the permanent grade. This I. Automatic lawn sprinkler controller: 1. Provide and install all valves as indicated on the B. All pipes shall be assembled free from dirt and pipe scale shall include cleaning of all sprinkler heads and nozzles �. �/! + til rhe ea j c 1. Automatic controller(s): Shall be MC- series wall and shall be reamed and burrs removed. The mainline on the site. sa� �y f' ' tu �. ply. y drawings or as herein specified and as may be �bLL( �Riw required for the proper control of the piping mount as manufactured by Irri-Trol, Sun Valley, supply shall be thoroughly flushed out and tested for systems in which they are incorporated. AL1 me is leaks and thoroughly flushed before backfilling and before H. Lava or turf sprinkler heads along walks, driveways, etc., California, or as noted on the drawings, for outdoor c shut-off valves shall be gats valves. All valves installation. .control valves or hose bibbs are is place. Each section or wherever the finished grade level is established, shall e1. of lateral pipe shall be flushed out before the sprinkler be set flush to finished grade at the time of installation �• CM440H Woo(MM) shall have 130 lbs. minimum cold water working heads are attached. Pipe shall be snaked, side to side, and with head "frame" set is 1" from edge of pavement, pressure. 2. Each automatic controller shall be installed in a in the trench. header board, curb, etc. ��� �� weatherproof and vandalproof cabinet with two sets 2. All valves V or smaller shall be bronze or as of keys. CQ '�Gt. �K N uN� GDI'fi71�o4ttK• C. Underground lines: Up to 2" inclusive shall have a C. Bubbler heads shall be set on risers 2" above finished ��Ir•Ol� Hit"` called out in the drawings. Valves Zai" and larger „ J shall be bronze or iron body-bronze mounted or as 3• All equipment: Shall have manufacturer's guarantee minimum horizontal clearance of 8 from each other. All grade. ��nl called out is the drawings. Globe type valves for one year against defective materials or lines shall have a minimum horizontal clearance of 12 � . I To COMPOL1-eK' (straight chrou h from the lines of other trades. The requirement does not D. Conventional type shrubbery heads and low angle shrub �y�w g pattern), unless flanged, shall workmanship. „ rv�. Q�,, , t� �+l have union installed on inlet aide of the valve. apply to any linea crossing at angles from 45 to 90 with heads shall be set 6 above finished ;rads except at f�/V i+efi Valve maaufaeturer(a), size(s), and model number(s) 4. Automatic controllers: Shall be limited is the each other, a aiAimum 2" vertical clearance shall be walkway intersections :There such an obstacle might prove shall be identified on the bid fora and subject to location as show on the drawings after having maintained between lines which cross between these angles. hazardous to pedestrian traffic Here a 12 high pop-up A MO �✓ 60HTPO approval by landscape architect. verified exact positioning with the owner's head, o i noted on plans, shall be installed and set authorized representative. Units shall be installed D. No pipe line shall be installed parallel to and directly flush to finished grads at the time of installation. All 9tMNG filet' over another line. half circle shrubbery heads along walkways shall be set at B. Yard boxes: plumb and in a manner as recommended by the ,� " manufacturer. 4 from the edge of the walk and 6 from the wall or 1. Gate valves: A plastic box and cover of adequate E. Generally, piping under concrete shall be done by jacking, foundation of any building or wooden fence. J. Sprinkler heads: boring, or hydraulic driving, but where an; cutting or DESCRIPTION OF REVISION DATE CITY airs to alloy maintenance freedom shall be iaatal.ed u � A-t P E)I0U 0 --_ over each main shut-oft valve is the system. Valvae breaking of sidewalks and/or concrete work is necessary, 3.9 .aiatenance.���_s�Ir / II APPROVEDshall be 130 psi teat water pressure unless 1. General: No spray from any type sprinkler head will it shall co done and replaced by this contractor as part fPPLUP ipf� otherwise specified or noted on the drawings. be permitted to throw into public streets, across of the contract cost. Permission co cut or break A. After the system has been completed: The contractor shall private or public sidewalks, against the walls of sidewalks and or concrete shall be obtained from the instruct the owners authorized representative in the CITY 0 RANCHO CUCAMONGA 2. Remote control valves: Install flush to finished any building, or wooden fence, nor shall spray be owners authorized representative. No hydraulic driving operation and maintenance of the system and shall furnish grade, for exterior valves, a plastic box and cover, permitted to fall upon- automatic controller will be permitted under asphaltic concrete paving. If a complete set of operating instructions. similar to Ametek No. 10-130-001, over each remote cabinets. Heads shall provide full coverage during general construction allows, the sprinkler contractor control valve, "R.C.V." shall be cast on the cover pervailing afternoon winds. shall sat in place, cap, and pressure test all piping and H. se within one year from the data of completion, _ r i of each box. Installation shall, in all cases, pilot lines under paving prior to the paving work. Any settlement occurs and adjustments w tmenta is pipes, valves, and >. g �D 0 C_ Q U M IRRIGATION DETAILS & SPECIFICATIONS, include a minimum of 3" of pea gravel below each 2. Lawn sprinkler heads: repairs or replacement must be done, to local sprinkler heads, sod, or paving is necessary to bring the _ valve box. contractor's a standards and pass inspection, at part of the work under this adjustments up to specifications, MA, Tet 1.1 ,( Cr 17-5R�O TIP bP � MI�IMuM L�����P� pICjTRIGT I��% I a. All new heads shall be as called out on the contractor's expense. contractor shall make all adjustments without extra cost - � , drawings. to the ower. _0� -�c _. DA ��,1 1-d -El l LF�L��-�� �O GI l 1 F. All piping under pavement shall be inserted into 1 , �,,p TRACT 1 b. All turf pop-up heads to be set flush with schedule 40 PVC sleeves 2 sizes larger. C. Contractor to provide owner with as "as-built" drawing of iN �� ,ST Q�� -0�. __-4�u.L `t 14'+FT�,1,A�A�''Q` �,Y1�1 finish grade. the installed irrigation system, appropriately rendered, Col i'T�.�s•.C-40IZ WILA_ CCNT10LJOLi`1!.`C Iv�xM14IEJ , G. All changes in direction of pipe shall be made by using reduced to a size that -dill fit, neatly, into the 3. Shrub heads: the proper fittings not by bending. On those rare Irrigation controller cabinet. f'i 1 tTQ ��G ONTO occasion when contractor feels it is best to bend pipe he 1 1� ' �"' `' �C };x' t ,1j�; °' APPROVED BY. \ DATE• a. Overhead spray: Overhead spray shrub heads may do so only with prior approval of landscape architect. D. Should it become necessary, due [o developed conditions, /h ez 6 P TAH � e shall be as called out on the drawings; to occupy any portion of the work, as specified herein. G �'��� �i�� CITY ENGINEER - A� ,' F threaded for k" IPS. before it is fully completed, such occupancy shall not {, !.\ _ • constitute acceptance. �,. ,o 539 <. ` i RECOMMEi�h�'�0 b. Low angle spray: Low angle spray shrubbery C` Rosenfeld ASSOCIateS - head& shall be as called out on the drawings, E. Maintenance period shall not start unitl project is ' _ Landscape Architecture Planning threaded for II" IPS. accepted. ORAWM , Suite 318 250 W. 1st St. �t�EET C. Bubbler type: Heads shall be as called out on '� Claremont, CA 91711 ' _.� ' E the drawings. �� 714 626-3811 Cal. Lic. #1598 -�-�-�14 s CHECKED ( } � FILE W