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HomeMy WebLinkAbout796-L DEVELOPER/OWNER LANDSCAPE ARCHITE- CT U- RAL PLANS- 1 1st HOTEL INVESTMENT CORP. c/o C.H.D. CONSTRUCTION , INC. 1600 QUAIL ST. SUITE 520 NEWPORT BEACH, CA. 92660 (714) 833-2312 LANDSCAPE MAINTENANCE DISTRICT NO. 1 VICINITY MAP GENERAL NOTES SHEET INDEX 1.)These notes shall be used in conjunctio wits► the plans and any discrepancies shall be brought to the attention of the Landscape Architect and City Engineer. 2.)An Encroachment Permit shall be obtained from the City Engineer prior to commencing any work. COVER SHEET 1 3.)AIi work shall be performed according to current City Standards and the Standard Specifications for Public Works Construction. 4.)This work shall be installed by a licensed contractor who shall carry workman's compensation, public liability, and property insurance as required by 'IRRIGATION ALMOND ST. 2 FRoJF_GT SiTE law, S."eck for existing utility locations, prior to excavation work. Notify Dig Alert at 1-800-422-4133. A permit to excavate may be required. Exercise -IRRIGATION SKYLINE RD, 3 caution In excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or CIMsTViF14 R.aCf= �c>rtrutc Rp. "eg1eCt ! .PLANTING -. ALMOND ST. ' 4 6.)At the conclusion of rough grading, an agronomic softs report shall be furnished to the City Inspector, and all such recommendations from this report shall r"t�►�p ST. supersede soils amendment recommendations shown on the plan. 7.)Walt footings and reinforcing shall not be located within the right-of-way, unless detailed construction and structural calculations have been approved by PLANTING SKYLINE RD. 5 W. the City Engineer. At the top of slopes a two foot wide flat shelf shall run along the base of walls < S.XVon completion of installation, an establishment period shall commence, and upon written verification from the inspector that establishment is DETAILS accomplished, an adequate maintenance period (typically 180 days) shall commence. Said maintenance shall conclude only after verification of leaf-out, fall 6 color, flower color, overall plant health, and with Council acceptance of the improvements Maintenance shall Include mowing, weeding, irrigation, pruning, 0 = raising tree rootballs that settle below grade, fertilizing and applying such sprays as are necessary for proper care and up-keep. Maintenance also includes DETAILS 7 IL all repairs, replacement,cleaning and adjusting necessary to keep the irrigation system In good working order with proper coverage, required prior to final (+j IL acceptance of the work,by the City. �► PECIFICATIONS g F{tLL'SII�E fzD. 9.)Application of any chemicals shall De by State licensed personnel. All pesticide applications require P.C.A.P.C.A recommeneation. 10.)Calsense equipment shall be Installed under the direction of a Calsense representative,phone number(714)458-0129 and approved by City Inspector. i 110ne controller chart shall be provided for each controller. Controller chart shall be the maximum size the controller door will allow and shall the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as-built system. However, In the event the controller sequence Is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. The chart shall be a blackltne print, and a different I�tRH color shall be used to show the area of coverage of each station. When completed and approved by the Public Works Inspector, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 20 mlls. thick. The chart shall be mounted using Velcro or approved equal type of tape. These charts must be completed and in place prior to final acceptance of work by the City. 12.)6"wide x 6'deep concrete mowstrips shall be provided between all shrub/ground cover areas and turf areas 6'x V mowstrips shall also be provided beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. 13.)Sidewalk layout is conceptual only. Approval of the final sidewalk layout shall be made in the field and adjusted as necessary to meet field conditions as I ' approved by the Public Works Inspector and project Planner prior to final construction. t MAINTENANCE RESPONSIBILITY MAP 14.)Equestrian fences shall belocated per the following criteria: CONSULTANTS *Fence shall end 10' back from the B.C.R. or per recommendations of Traffic Section *Fence shall end 2' to either side of any fire hydrant or utility enclosures. *Fence shall end V to either side of any street light or utility pole. CIVIL ENGINEER LANDSCAPE ARCHITECT *Fence on street side shall end S' to either side of driveways with transverse medium broom finish on concrete Surfaces within trail. 15.)Street trees shall be installed per the following criteria: *All street trees are to be placed in accordance with City Standard 601. `0DSC4,b *All street trees shall be staked and planted according to City Standard 605A or 6058 as proximity to hardsce dictates. I C. LANGE ENGINEERS STEVEN FRENKEN & ASSOC. � ENI(fti ap w8ackfill mixture of all street trees shall be per the recommendations of an agronomic soils report furnished to the City Inspector 8 90--K W. 9th ST. 193 7 WEST ELEVENTH ST. - W ~� _ m / UPLAND, CA. UNiT F � Signufe +� *No street tre shall be planted where the center of the trunk Is closer than three feet(3') to the face of the curb,unless otherwise noted. * 91786 714-946-9919 UPLAND, CA. 91786 �f'yl Date �\Q All street trees are subject to inspection and acceptance by the City Engineer. FCAI�F�� 16.)Any trees within S feet of walls, walks, curbs or other potentially root-damaged hardscape shall be installed with root control barriers. Prior to 714-985-4864 �f �1 backfilling tree(s)plantings, contractor shall have City inspect root barrier installation. „o♦' LANDSCAPE QUANTITIES * GV)CA Pq0 , F / }.0At2 V. CR �I'V1E1�1 (iMAIIJTENANGE ` J pt-AG>✓ / DI5TIZI GT t• To�p.1. 'Ea- 11,4 CiTY �05°� clTr . DESCRIPTION OF REVISION oATF.00� APPROVED. 'tc�'Tat- Ae->wc� iI_t G1-Tf t.•�t►,�T,d t�- A�A. : .q.o y ..� �__--- ---------__-__- _ __-- ------ ------___ -_� - , CITY OF RANCHO CUCAMONGA 4 .To-r� 16&IAR.. JVI5 eS ira K.p•w: - ALM ON O '510' - CZA"5 occ_t osN-rA►�r s (s s) o o aLMoNb STK� T �Z >4 SKYLINE ROAD & ALMOND STREET s�r:PHrK� 6K�r1-IrtE Ra4r> - " • ilC15TANIA LAvK n4�► ') E, , Z TRACT 10210 'rC7TaL. Cit r p L> I,-i ACOA-� .�� R.o•t�1.: 1'7ltoov .-.. �RTH �.,� U G. Tcn 5 �,�.�. s�t�u�s 1M GI'rY MAIt`IT�IPtL=D �QE�, � TiTLE SHEET 1. 'rojrkll dSct. Ft of Ft•o�ZsE TicArL s4o� ; APPROVED BY DATE ���'�Q? T�A.L. urt. FT. of -r�,tL FEr`tG� : 1 1o0 CITY ENGINEER 't7 RCE N0 • DESIGN Steven Frenk & Associates krC.► ►� Nuc PIC, Landscape Architecture #2622 _ DR P4 1937 WEST ELEVENTH UNIT F� 1 --- -- UPLAND, CA 917861 —J__0r _ 8 CHECKED :714-985-4864 cRtwiNc No DdTE L-/4_8�--•-- frilE NOt34Dy 796 -6 SHEET 17 OF y z / r w vl oto° ti O� > w w < , F �1 — j AI � A2 A3 - .1��-� ���-��-��� -� �� - •/ -- . .......................................... /..•...............-=.......... ........• ........••..�=...=..•=.�.. ..-.=..........=... ......=�f.............�..•��ff.N.. ..........�f..-=...ff.f...��..-.off.-_ �- _.� .........................=-.f..�- .........=-.f..�fff.......... ..) '�. �........................... �( 3 3/4 'JL" �z — _ 3/4' IYS�' 'r4u --�—e—v c7f--K7 —7-= — — — — IL '14 0 Tc -��� 5 t1T6.9�5 fi� O•� OS W NG F � ALMOND STREET W W 59• _ . 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CITY DESCRIPTION OF REVISION DATE APPROVED G CITY OF RANCHOCUGA MONGA p ALMOND - STREET SKYLINE ROAD & ALMOND STREET W TRACT 10210 r . ------ - IRRIGATION ALMOND STREET Q . . �O`NN D sc d AvPIzoV Iry wPFRINKjr- q� G `f F- ITg6fU RCE MO 2419'53 a �J� N DESIGN STEVE RENKEN 8 ASSOCIATES RECO MENDED C.D N m FG LANDSCAPE ARCHITECTURE = w '``a"''` �' -#2622 1992 pL w * 3_ �3.1� DRAWN sr 1937 WEST ELEVENTH UNIT F ffET Date UPLAND, CA 91786 °F Q CHECKED vDRAWING NO ��1 ♦v^ �F CAO1 714-985-4864. 7 - 1/ J 7 �-iy-89 c yz SHEET /A- OF 2# '` _-_T.-sem f LONGEST CONDITION WORST CONDITION IRRIGATION LEGEND PSI CHECK PSI CHECK WATER INFORMATION AT POINT OF CONNECTION 2172' WATER INFORMATION AT POINT OF CONNECTION 2172 ' SYMBOL ACATALOG# RAD PSI GPM DESCRIPTION POTABLE POTABLE JR RRAINBIRD NBIRD 1812-8QFLT-SAM-PRS-PCS-040 10 30 •39 12" POP-UP STATIC PSI 100 STATIC PSI 1d0 V RAINBIRD 1812-8HFLT-SAM-PRS-PCS-090 10 30 •79 12" POP-UP WORKING PSI 95 WORKING PSI 95 �! FEBCO 825-T-BV 1 1 /2" REDUCED PRESSURE BACKFLOW PREVENTER • METER SIZE 1 1 /2" METER SIZE 1 1 /2" ( INSTALL PER CODE) WITH BRASS WYE STRAINER W/ 60 MESH M 0 N E L SCREEN. MAX DEMAND 43 GPM MAIC DEMAND 35 GPM � FATAL IL_V In Ti A'I• W4MJ �'�ft 14 404 "9571 .-E DATE OBTAINED 11-9 -�1 DATE OBTAINED (Z.- 9 -fl 1r1"rC5kmenPerfom".re le RAINBIRD EFS CP-PRS SERIES REMOTE CONTROL VALVE SIZE ON PLAN WITH xKn<„,,rM„dett>o7Zleur�„coit,l>in„ions toac►,InYCM, ,SPet It" 1111 cc at PSI. CHAMPION 30ORS SERIES MANUAL BRASS ANGLE VALVE LINE SIZE SYSTEM HALVE Al SYSTEM VALVE A10 1CALSENSE 1000- S MOISTURE SENSOR PER DIRECTION OF NOT}::I'('S 5crrcns mit nronnncn(cJ with MINI 5crirs A1PR bass nor.rlcs. MANUFACTURER WORKING PSI 95 WORKING PSI 95 GPM 4 3 GPM 3 5 STANDARD A SMALL RADIUS SPRAY PATTERNS AND tn►�>tFt.0>sttt#gt�ts 0 RAINBIRD 3 3 D L R C - 3/4" QUICK COUPLING VALVE Model �1, Ccs-oao Ccs-oso Ccs-ose Ccs 1 zs res-175 Ccs-xso Ccs-3�� ; ® CALSENSE 2100 RS E R I E S MOISTURE CONTROL COMPUTER M O IIA T INSIDE GPM 4 .6 .9 I.xs I.�s x.6 3.� MEUG- 1 -M-285 ENCLOSURE PER DETAIL WITH A RAINMASTER 24PC GPM ITEM/SIZE/TYPE/LENGTH FRICTION LOSS color ora Black White Green Yellow Blue Red GPM ITEM/SIZE/TYPE/LENGTH FRICTION LOSS ! PERMANENT REMOTE CONTROL PIG TAIL. OF s^F3uh zllth , s x' f N NIBCO T-113 GATE VALVE (LINE SIZE) AT P.O.C. WITH SERVICE 43 1 .METER 1 112" 3 .6 . 1 .METER 1 1 /2" 2 .4 8H - 3'(Ifill°) I;' 7' rH' LINE BETWEEN BACKFLOW & METER 43 2.BACKFLOW 1 1 /2" FEBCO 825T 9. 35 " ' s' #K, 35 2 . BACKFLOW 1 1 /2 FE$CO 8257 9. 0 DATA INDUSTRIAL 220P FLOW SENSOR ( LINE SIZE) PER DET�TL FEET 6 of 8 rte 43 3 •FLOW SENSOR 2" •d6 _35 3 .FLOW SENSOR 2" •06 SQ s' s' #s' } / • �'1 !rf)eto 1 tt3 �t� YP•�v� �uPy-OuT jDUI: SIZE) teC SET ler& vTAIL 43 4•MASTER VALVE f•-1es.K_p,; 10x7 2" 1 .6 35 4 •MASTER VALVE 2" 1 .4 wF - - I'B�b �' 4' s' 10 s - e WATER METER 1 1 /2" 43 5 •MAINLINE 2 CLASS 315 1294 ' 14. 23 35 5 . MAINLINE 2 CLASS 315 550' 5 .5 IOH - - 5' 7' 1 lo, 43 6 .SHUT OFF VALVE 1 1 /2» •588 35 6 . SHUT OFF VALVE 1 1 /2 •534 IOT ` 3' S' #10' --•••� MAIN LINE 1 1/2" AND SMALLER SCH 40 PVC, 2" AND LARGER CLASS 315 PVC - 43 7 •VALVE RAINBIRD EFA-CP-PRS 1 1 /2" 3 .05 35 7 -VALVE RAINBIRD EFA-CP-PRS 1 1 /2" 3 .05 IOQ s s' #III' 18" COYER SIZE ON PLAN 43 B. LATERAL 2" SCH 40 2 ' .024 35 S. LATERAI, 2" SCH 40 2 ' .01 s -- LATERAL LINE SCH-40 PVC .12"COVER SIZE ON PLAN 28 1 1 /2" SCH 40 6 ' . 12 17 1 1 /2" SCH 40 6 ' .09 INF _ _ _ IRub _ I;uh s 7 I. SLEEVES SCH-40 PVC 24 COVER FOR WIRE, MAIN & LATERAL LINES 1 6 1 1 /4" SCH 40 6 ' .09 INT x' # 16 1 1 /4" SCH 40 6 ' •09 8 1 " SCH 40 7 ' •35 ixtt H ,• #,, # , (UNDER STREET 30" COVER) « 7 3/4" 410' 1+.4�i E Ivo L" lu(os?G f� �/A LN E 15 1 1 /4 SCH 40 6 .08 7 3/4 SCH 40 7 .29 Iff " 10 $' CALSENSE (714)458-0129 TOM GENTILE MANUFACTURER REP. i 2Q 3' 4' 8' 14 1 1 /4" SCH 40 6 ' •07 6 3/4" SCH 40 7 ' • 23 13 1 1 /4" SCH 40 6 ' 063/4" D - - -,' VALVE SEQUENCE • 5 SCH 4 d 7 ' , ISF Rub. 6"13ub. I'?"Bub. 3' 9' #I5' ; 13 1 1 /4" SCH 40 6 ' .26 4 3/4" SCH 40 7 ' . 14 _ _ _ - - - - #IS' j7GPM S 3/4" SCH 40 6 ' . 15 ISrISSST - - - - » W Ix' #'''' VALVE SIZE r } 5 3/4" SCH 40 6 ' . 13 3 1 /2 SCH 40 7 •39 3 1 /2" SCH 40 7 ' .23 t,' x' r #I'' 4 1 /2" SCH 40 6 ' •34 2 1 /2 SCH 40 7 3 1 /2" SCH 40 6 ' • 21 1 1 /2" SCH 40 7 ' .07 - - ISuh li"tiul, Iz"ISuI, 4'x4' rt'xr� 16'x15' xa'NZIFURNSH2 1 /2" SCH 40 6 ' . 18 .79 1 /2" SCH 40 7 ' .02 - - Iru-, 4' ~x14' 9'x16' 9'xIN' 1 . 6 BODIES WITH 4 INSERTS 1C;ACH OF PATTERN IISED a'xu�' $4'x:111' 1 1 /2" SCH 40 6 ' .09 .9 .FITTINGS 15% OF PIPE 1 . 16 - - - I'x,.,' 4'�'I' #4'x 2. 2 KEYS FOR EACH CONTROLLER 1 1 /2" SCH 40 6 ' .07 10. ELEVATION DIFF. +47 ' X• 433 20.53 JISISTI - - - #4'x15' 3 . 2 KEYS FOR EACH ENCLOSURE LOCK .39 1 /2" SCH 40 6 ' .00 4. 4 COUPLER INSERTS AND HOSE SWIVELS 9.FITTINGS 15% OF PIPE 2 . 43 SYSTEM DEMAND 45 .89 5 • 1 SOIL PROBE 36" OAKFIELD MODEL B 10.ELEVATION DIFF. +17 ' X.433 7 .36 DEMAND REQUIRED AT HEAD 35 . 6 . 1 VALVE BOX KEY 1 NOTES •) This plan is diagramatic for clarification only, locate all piping, SYSTEM DEMAND 43.91 TOTAL DEMAND 80.89 _ valves , etc . , in planter areas where possible. DEMAND REQUIRED AT HEAD 35 . PSI 95 •) Not shown 600 volt #14 gauge direct burial wire ,inatall in same RESIDUAL PSI IN SYSTEM 14. 10 WATEIC- IWFOK-MAll % trench as main line . I , �JOl.al�•CE pO,T,A��-� •) 110 volt power for controller by others , verify location on site. TOTAL DEMAND 78.91 *)All wire splices to be made with "SNAP-TITE" wire connectors PSI 95 or equal. RESIDUAL PSI IN SYSTEM 16.08 2, AVAILAt�LE ���` U�- % IGY7 Q�1 MET��. �IZE � ( y2N •) All valve oozes to be Pjr�t,TAt- �- ,. _ � with locking lids . •) Back fill trenches with rock free soil . NOTES: q-, r7ATE 0E57NUEP % P /Q *)All equipment shall be as spfcified in the legend or equal with written approval from the City. � . 1 ) CALSENSE 2400 CONTROLLERS AND MOISTURE SENSORS SHALL BE V�)• WA F- PI5rA1F_ ?lg' -05t? _20,,O)1 *)Full sprinkler coverage of all planted areas shall be solely the INSTALLED UNDER THE DIRECTION OF THE MANUFACTURER ONLY responsibility of the sprinkler contractor. (714-458-0129 ) ` *)Do not willfully install the system as designed when it is 'obvious in the field that unknown obstructions or grade dif erences exist 2) MOISTURE SENSOR LOCATIONS SHALL BE APPROVED BY THE CITY �� that were not known during designing.' Such Condit ons shall be INSPECTOR PER MANUFACTURER' S RECOMMENDATION. �� brought to the attention of the city's authorised representative, otherwise the irrigation contractor must assume full i. s7 CONTRACTOR SHALL COORDINATE WITH LILY AND MANUFACTURER HIS O responsibility for any and all revisions. DATES OF INSTALLATION AND SHALL NOTIFY CITY, LANDSCAPE ARCHITECT All sprinkler work shall be guaranteed against defects in AND MANUFACTURER 48 HOURS IN ADVANCE OF HIS ACTUAL ON-SITE workmanship and materials for a one year period . INSTALLATION TIME. 0 4, -n pro-)�T 4w Ic mm opp, r(oc sT � t IN Ia 12 �cr N ----�--• .� ' • \ \ VAI i° t - f -� - r - r - - T t- - I t �I zh.-4�- 2" • Z ►I �i = >► W I I I p Uj ;... ............. .......................... ....,............- .......,. >t.........---,...............................................,...,.....,,...� .................. .,...... ....,...�. .............,...............�................--------• •� I d - _ - - - --- - --- - - -...,••--•.••-•, Cit •--•-�� L1-- -�-�_ �! - - - O •... ••''' •� 3i4' II.�_ W s1'ud a1lf FM F+luKE 0' Z ••�•••~ � / �' . TL -I 9.5S ?G N SEEGETAIL cu �.Fr b ROAD0 �t 3 KY LINE IV Q S \ \ � W 1 W R E se`�.rE ��•�•• ",�••��i Y-11 / Z.19 9.7Z TG 2 \ILI 7-a F3­ r-• ---- ? • 0 .� I '4 l" ' N 3�4• 4• DRAtN " yr /Z _ - �:i >� v �- to_PDQ -u�-sr -_-A-u - -st -- � v - -� v _.4-A--Q-v--- �rt•� - -v _rrt. __� J (� I NORTH ................ . ..- ...... .. �/ ................................................ ....................... ....... .: .. ••r ..«..... -_. ..................�.. • r •t ........ ---- - • �1Y-2 �-- St�Q.... -a-.......... y2�, .. .................... .. �YL, .. _. i � ._ -- CIO a SCALE: 1'- 20 2 2,240•o Tc-• o •••••. �Z z 29 �, � � � • •. � TCP �y 2 00-0 V> O < V0` ••' DESCRIPTION OF REVISION DATE CITY �I o�•, APPROVED CITY OF RANCHO CUCAMONGA Z`�j I?oc• `� •. ubm : IMIGATIOQ C)ETAII.S _ 054F-E7 SKYLINE ROAD & ALMOND STREET I IAZ" 1�TE,rL ezVs Y�v PICF_ L4- 10:2-1�AT10Q � Gam. - SHE46-rj TRACT 10210 ��-� -►oma uN� VISIa�► IRRIGATION SKYLINE ROAD • C.Ikt-- 5�M SE- ICaGTo f�'f �EP�•ESEt�I'T�T I�/L. 0 i µI`�T lol•a 1� .s.,��.1�L� rcr PH (71♦) 4e0j�)-4Vl.2"9 V'O `p,NDSCO, /��Ro4Ely Vf �Ry453 �Q�O PcRINK[,t F9 GIN E►�GIF.lECr� Rce t`io ��� tio�� DESIGN STEVEN RENKEN & ASSOCIATES RECOMMENDED �'� N -� RG LANDSCAPE ARCHITECTURE DRAWN #2622 s16EE1 1937 WEST ELEVENTH UNIT F F I I J'f 'ate 3 UPLAND, CA 91786 OF CHECKED 714-985-4864 DRAWING NO F CALIF R.G 7q b-L b'/t-89 C. Flo,/Zb SHEtT /9 Df` Z14 LU > uj o� W Q I-J?-EE PLACEMEMT 0 40" 0.0. SEE 5HeEr7, /P J (CITY 5TAN0A9C) (PDI Y — — 3 - _ a LL _ F1.�►�1'rli.x,� Ur'rHly UtlE -41 N _ CO ` . P.� I ACi.vu-C�La u n" c�T1ot.1 �V �` — — — I C 45 1 J 04 eicr-r 15 C� 'i/�G — 3 , NG STREET ALMOND W 40' (+-� w (TYP) z GP J � - v H a • / Gor�s-rrct�? sYEEV PbsT PES -Tfz�NS -I ^-77C THEE PLACEME�r r SEE SHEET -7 A / 5EE sT �'r P�•�-+s Fort. (G I TY STA N D A t2 L7 Cv0117 72 c� � '1'a-�f I-4D• l0 21 O �'IDND S?• ­WWWWWAIIIII. NI �y + + 7JI + + t t t �-P WL AL4 21 19 ¢9 �� '��'�TIA•-� � ' E5 Wi,ALMOND STREET W til - Z - 40' C+ J _ (TYP) V - - -rl r-4 e'-1 a a .1� S'fr�►r-et, Fc-rb44I c I Hb--"I Got--I r-'Id+J Hb-"F, to ZE GZUb±-aT 041- otp `GO C-Ker-IS 4GGICgF-NTAu 5 w+ES'rier-N Rm4D1151vr-> 15 d�bt- 3S 4olc � O� OR. I de +-► ' A► SHII ItI-z1oor.9�-NIza►5r4Eej el,og-( 5y � C�Il tZ>' I(off 1 oo .cC o. (Ros?INTI4o.c ,Z GP cIsTuS PU12PvR-Ex, G �� cFc I �E� &4�n)Q 57F.Ef U�rr ' ��Af�mlocel 7�1p: A1 7 Cl MATCH LINE 3 PM _ &X�nTlM yup � -r_ L��_� r E SHEETS' t1 CLI i rITiP.5 TRE E rLACEMEkrr 0 40' O. G. 'CTYP) SEE 15HF-Er 7. S}�r rj I O D Parr NATM ,5 �µ �l,LEp 5 ,� m � A Imo_ , / GCS o� \ ( G ITY STAN r#,W Cool ) B O,/EI pm G 0546A b R�-� �r _ Ste) C� � I NORTH .. .. .. .. .. . . J c� A4, A&ZtJ t�'1"E SCALE: 1'- 2 p + + ------- + t + + + bX(pcO1JG - -_ w �lp SEE pEr, + SHT, 7 PATi� t MT14"1W woe GP P WC CIO ' DESCRIPTION GATE CITY 1 Z¢ DESCR PT ON OF REVISION `�� Imo, B co ' ' APPROVED C� rr1-I 8 - — - 4 — CITY OF RANCHO : CUCAMONGA r o ALMOND STREET SKYLINE ROAD & ALMOND STREET w - TRACT 10210 z PLANTING ALMOND STREET r L o�a1NDSC4pF j FRENKE,y 9,p APPR.OVED �' ` - I �y CIT`( ENGIPIF,F�y �/f/t �Z.G.E I�1 24(153, w C7 DESIGN Steven Ftenken & Associates RECOMMENDED J•;ra?UtP y RC- w Landscape Architecture #2622 iatP DRAWN 1937 WEST ELEVENTH UNIT Fs EET 0... L- 9l 15FUpland , Ca. 91786 4 of Q �... f�� CAt1F�� CHECKED - 714-985-4RA4 DRAWING N0. " DATE FILE N � -�-/ 6 SHEET�-OOF ` # I•sa�� 3 = erpaM 4a.4C i SECTION AA Cs - 4 SECTION BB (tM r4-4 5) 0 v-D ITN a,latitsi Go�1 Mu N I T`{ O� - Et�4Es-rKIAN TRAIL SEE 5PEEt7) p trio-r'I� . ip EX-I'�P d-m4e-R E TE L j ,b-,N rt G� epi vK IOWA` S s 4a.LA. 4AvE TRA►�1s�cKs� Ml:bl IJM t�tc- F -E Grrr•> tort MUNrTY �zA.tt_ SEE SHEET 7> '� dtc�M FI FISH cot•1GRETE AT G X fo" r'c>w r L4" ]SE-s Oe7r oN sw-vT 1 NoT>; 4*TN IGIL me vmPoSED CaRANITE �^^ EwL.I ESTK1AP1 T AJ L �-RdSS � ' V� !� VN Ga F.t�RE1` N ��1 K Is '.��GT1oE1 e,,/G R 9o?o Gn M Fp*c, P 7 (5 EC PET cP W S I-I•CE T , C W � �`PN D SC,gpF Prr FRINKjr CoN X ron Gor-IGR->E'TI!, HVq l G►3 f-S + } + t + + + } + + + + + + + + t t + � 5E E 17't_T. ON SHEET 7 w rn ' O O + W ui A- 11016 111110 r 7 L � - C, oDate _ �f9lF �Z d � - . - �� ,5 . 4�- ,- ROAD 3 9 v of caUFo NE SKS-', - -� o � r O + + NORTH SCALE: 1'- 20' rv�' -"' -rL � O c� \ �eta►-t �� \ R�, �Z 1r + 4TEEE PLACE r'IEt.T1' 5ESHEET HEET 7 1'7 00 ( C ITY STNW 0Ap-0 GolCITY �`� \ �• DESCRIPTION OF REVISION DATE OAPPROVED , �J CITY OF RANCHO CUCAMONGA al x O'' How W" SEE- 'DET, cKI SHEET-7 moTE • rLAWMwe OETAILt -• tHEET 7 PLAQTl �1C-j SPEGS. SHF-ET g SKYLINE ROAD & ALMOND STREET pyo v>yv� RACT 10210 PLANTING SKYLINE ROAD O - �`fr'1P�I- �TAIr.�Ir 1-�w''1� Ga►-'IMa-1 M►s.t-1� sib Com` SP \ - , TL S IkISIIANIA LAURINA = K.G.N. M APrlROVEP 81` Q ��✓ � = 29 X�-o o.G. OT Y R,C.E.. Pb. Ay 953 ✓�' 6S DESIGN Steven Ff en & Associates RECON MENDED O C.[�I--1 COIJvo4.�11.Jt�1 S G► -IEOiLut-'� �y`. N h'►DR-►-II t-lc� �R-oi� ��}bt- ' KC, Landscape Architecture *2622 O -F OL FP � limit (1aj o. 'P"-rr--'TE' pl...ld:� �to•s�rtaF�' S�1P�- (4 y' D.G, DRAWN 1937 WEST ELEVENTH UNIT F ET C.(D GIsTuS f'LJftPL.�REy� a��Nly Ro�KKosE 5G-�AL �p � 4 O.c. 5F UPLAND CA 91786+ - rJ of 8 G1(�dlNv�.oVEIC • V G�EEf LIC�Nf �%%�/ ��' 4" t��/ ��p I�1� ��� CHECKED 714-985-4564 DRAWING N0. + DATE (7 91 FILE Nv $ 747 6— L SHEET2 / OF 21 1' IN TURF AREAS SLIP BASE SOCKET OVER END OF WIRES PL.AtrlCrALri 101 I COVER 1. EQUIP'.(.4T TO IE 1RSTALLED AT A AXAJ{ Of 11- fROK AMY STRUCTURES OR ►NaOSCAa1��. JUMBq, PLAStIC, VALVE BOX WKED 'IRIICATIOR Acv, WITH 2-6' EXTENSIONS AND 2' IN SHRUB AREAS 101/LxKTNGLto STEP 1 LOCKING COVER, BY AMETEK FINISH GRADE OR EQUAL. STRIP HIRES APPROX. S/B" FROM ENDS-TWIST TOGETHER 10 S"11111111 • Nmt pin TO 3. WHEN UNIT IS REIT TO A STRUCTURE (10. WALL, BUILDING. ETC.) MOUNT TEST LOCKS ON APPLY SEALEt TO OUTSIDE OF SEALING PLUG-FILL SPtCiFIED DEPTH WITH 4S• ELLS OPEN OR NON-STRUCTURE SIDE. UF14 CAVITY WITH SEALER + dritfrr 414rr R IAIL� ID XM 40 PIC *Lt ADAPTOR ------------------0 IAC KFLDV PREVENTOR ASSFM3tt EXTENSION WATER-PROOF -- R-ACK STEP 2 7nT:�CRIMO L SCI) so PVC 01011 LINE SIZED g RA S S ' CONNECTIONS = - GATE VALVE _ BRASS NIPPLE . TYPICAL (4) MACES ( I I I JUMBO BOX SLEEVE OVER WIRE ENDS-CRIMP SLEEVE BRASS NIPPLE - 5 PIPE = AND CUT OFF EXCESS WIRE BLACK 10 PIPE DIAMETERS PULL BABE SOCKET D'/ER END AS FAR AS POSS(BTLE •iNART1TE• coN�cToRs CRASS 90• ELL TYPICAL (2) PLACES DIAMETERS _ RED 1' IN LAWR AREAS • tLECTRIC CONTROL VALVE STEP 3 1 1N ILA.yT BEDS '� � RA NIPPLE •�--- FLOW �` •-------------- SS PUSH SEALING PLUG INTO BASE SOCKET FINISH GRADE _-• r BRASS WYE S1RAIMER ViTH 60 MESH MAINLINE PUSH WIRES TO END OF BASE SOCKET TO ASSURE _ COMPLETE SEALING OF CONNECTION —_ L 1 � BRASS UN 10 MONEt SCREEN II PIG TAIL tIPAMSION = O"THICK : 12• VICE CONCRETE IAO �. ° 6� Sip A . _, - LOOP (MIN. 24' LONG) _ (LENGTH VARIES PER MANUFACTURER) Z ° o EXTENSION RAN R N - H R IINErTOR _ I 74 BRASS ANGLE CLOIE 1r SLOPE TO DRAIN AT MINIMUM 2t VALVE W/UNION ( room WATER SOURCE FINISH GRADE �--� WIRE CONNECTOR --Flog — d ►�o xn�E 6 MIN. z ,� - _ ntus NIPPLE � •� •� ' • o C! v c ° • ° PEA GRAVEL RAIN bIRD33 OLRCVITtI YELLOW R UR R ! ' `� • ��/ f •.•• ► o- • ST UCT E 0 '� 3/1 WASHED CRUSI40 Q _� } DRAIN SUMP RUSIER CAP • SUPPLY ONE KEY NARDSCAPINC 2' - PER 12 QCV'S INCLUDING NOSt I _ i I AGGREGATE __ SWIVELS. - �i li (I Ii - 2 PLACES �' MIN. °'T � FINISH GRADt - INSTALL IN SC►1 80 PVC NIPPLE BRASS NIPPLE T1fP1cAt PLANTER IED ONLY I "� ( ) • FLOW SENSOR INSTALLATION " Maximus .—caITROI a tora,cN WIRES S 12 =Ir=lr CONCRETE >Jo SGat-E 90S td�PACTIDR THRUST ILa1LS • TYrtcu . ^ s REQUIRED (2) PLACES '= - ' �� `� SCM A0 PVC S•S:T TEE PRESSURE SUPPLY LINE • _ • -- _ SIM AO PVC MALE AiaAPTdtS I NOTE: C TY P I CAL (2) ►L t S nL STAINttss STttL 1. INSTALL CORTitOt YA M A N1M/1R11 OF 1r FROM STILCTURfS OR MARDSCAPII4G. `' U ' Q7 LINE TO SYSTEMS BRASS NITFU SCREW CLAMP 2. INSTALL VALVES IN PLANT BIDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. FLOW---> Notes: BRAss 90° ELL MINIMUM (3) rUlCt! 3. PUKE VALVE IOL AT RIGHT ANGLES TO STRUCTURES OR MAADSCAPING. ..O BRASS 90' -tTRZtT tLL ✓ IRASS 90' Ett • TYPIUIL BRASS NIPPLE - •" LONG 04 REBAR STAXt 4. PUKE AGGREGATE PRIOR TO INSTALLATION OF VALVE 102. - Calsense Model 220P shall De installed in-line, one (1) per pater- meter, ! BRASS 90' STREET LLL (24" LONG) S. ATTACH 'CMRISTT' VALVE IDENTIFICATION TAC WITH APPROPRIATE CONTROLLER An (2) ►txEi with 2 feet of PVC downstream of the flow sensor and 1 foot upstream, VALVE NUMBER TO CONT +i pipe sized as per flow sensor size. Eg: 3" mainline, 2" sensors 2 feet = CONTROL VALVE of 2" PVC and 1 foot of 2" PVC downstream and upstream respectively; 2' REMOTE CO I� �'aL� BACKFLOW PREVENTOR mainline, 1 1/2" sensor : 2 feet of 1 1/2 " PVC and 1 foot of 1 1/2" PVC. 1/2' ABOVE FINISH GRADE Flow sensors shall be installed ten (10) pipe diameters upstream or MA _ 1 downstream from any valve, fitting meter or backflow device. Eg: In a HI-POP SHRUB HEAD 3" mainline, the Calsense Flow Sensor to be installed 30" either side, �'lli' I(11= .JI'!_ i FINISH GRADE away from the aforementioned equipment. 3E Imo( Hires from the flow sensor to the controller shall consist of one (1) - r� -'� - - II = - i II '` 1E� - CLEAN BACKFILL - SEE SPECS. FOR �'� _ i N MATERIAL. 90% COMPACTION REQUIRED + black and one (1) red standard 414 irrigation valve wires. rutssuu IUPttY -_ ,,��i Nc The flow sensor shall be housed in a valve box as per irrigation remote PREssuRt svrnY LINt _ ; control valves specified on plans and marked "F.S. I NON-PRESSURE LATERAL LINE: SCH. 40 QUICK COUPLER No �,�E -� ` _ a0U0aNC-RETEVALVE SOX 1 COVER I _ SNAKE PIPE IN TRENCH NARrED 'PRESSURE REGULATOR'In AREAS IN �T ZEDS H PRESSURE SUPPLY LINE: SCH. 40/CL.31S Ft>rtsH GRADE r--NOW-PRESSURE LATERAL � f -.jr SNAKE PIPE IN TRENCH LINE A FITTING �� � 3 ._ ,,' _=!INI �I II MARLEX 90' STREETki!ikr, f Ili - Ellf��I� l��' PROVIDE 2" OF CLEAN BACKFILL 12' .TYPICAL CONTROL WIRES - BUNDLE AND TAPE t AT 15" O.C. AND INSTALL ADJACENT SNAP-TITS PIPE FROM METER RESSURE RE+3UL_ATOR - TO PRESSURE SUPPLY LINE ELECTRICAL PIPE TO BACKFLOW SCH 40 PVC 90• STREET ELL CONNECTORS PREVENTOR FL Or-� FINISH GRADE _ '' - - MARLEX 90• STREET ELL o • ++. � •�} al _ SCH BO PVC NIPPLE - TYPICAL (2) PLACES _ _ . COMMON WIRE SENSOR = ";;" •`:'��':�';�, ANTI-DRAIN VALVE AS. REQUIRED 'r ••q �•Ne•♦ NOTE, ' CONTROL — 4444 . . _�. , VALVE CONTROL WIRE BURY WITHIN 1V1 u 1. LOCATE FIEJtD to FROM 1IAtKS, CURBS, 11RROSCAPING, MOW STRIP, HEADER BOARD, AND 0 r ROOT SYSTEM 1/4" WASHED "MED ALGREGATE EDGE OF LAWN. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90 CHANGES IN DIRECTION. RASE 2' STaRIJCTURATE f SE IN SHRUB AREAS ALL FROM�AIIESTRUCOTURE�S jNHEADS GROUl102COVE�RMALLAREAS. TYPICAL TRENCHING � �� 0011% �NDSCgo� \ ANY LENGTH PRESSURE REGULATOR �o ,�E FRtNKf 9 �,`? 'IQ y J 14 AWG WIRE MEYERS : 1. USE TEFLON TAPE 011 ALL MA T R � y To SENSOR NEUG-I-M Z{�SENCt05URE HI—POP SHRUB SPRAY rm NO SCAL- - a'w t C-� ELECTRIC METER * 3—/3 --i COLOR CODED MAP FOR VALVt ROUND PLA-579C.- VALVE BOX 3 COVER Dare T-- - - — LOCATION INSIDE (PER. SPEC'S.) MARKED "IRRIGATION GATE" ' o tw1usEvooltC0"Pbutll IJrt'1+ LoC4cj�d, LID (OR EQUAL) CLE�i`1 BACKFILL - SEE F�[ 1 C��a\ M IST R INSTALLATION ( WALL MOUNT N ENC ENCLOSURE. • r CRL1` ' O U E SENSOR IJo �ALI% MOUNT WITHIN ENCLOSURE. " M AWN AREAS � t L — _—J 120 VOLT MIRE IN RIGID STEEL 3 IN PLANT BEDS FINISH GRADE CONDUIT (PER LOCAL CODE) — tyAT�D ON-OFF SWITCH AND 110 VOLT I`tON - PUF LXTE.IL_'LTT• 5L'LrVE 512 ��t�� — -- r_ — 1 tXTERIOR OUTLET TO IE PROVIDED ET ' TGE pIAM�TER OF tjOT_ — PRESS URE10 CONTRACTOR. Ii, _, — _ iIIIII -_�i i €=_ i LAT E►�A L L I H IL. 19 � LOCK NUT --II III r"19ni COtO4ON VIRE/C'ONTROt VIRES IN 3" 1 FGRADE t" L._ j SCM_ b0 PVC CONDUIT III _ VIII 2' X 3' X 4" CONCRETE FOOTING MIN. j INSTALL A MINIMUM OF 3" Abon = .. .d 1' CRADt AND SLOPE TOP TO DRAIN ` s E5 DESCRIPTION OF REVISION LATE APPCITY ROVED IiL AT A MINIMUM OF 2% = : — — — — 1 COMMON WIRE �-- VALVES �lli X�_- --q IL� SII I I i _ ilE co T'iL= W 12 DIRECT BURIAL VIRINC TO ` SER PSN P� . ( CITY OF RANCHO CUCAMONGA ' PIZEf,S Ut�E VALVES, BUNDLE AND TAPE EVERY II — I I BRASS GATE VALVE 'SUPPLY Lf NE . 15 FT. O.C. INSTALL WITHIN MAIN _ WITH BRONZE HANDWHEEL NORDIC DEVELOPMENT CO. � LINE TRENCH. IV ' CONTROL REFER TO DETAIL N0. TRACT 10210 WIRES Isms: " -' i _ �••• •, Jq- IIIA rCALSENSE t. INSTALL CONTROLLER PER MTC. PRINTED INSTRUCTIONS AND PER LOCAL CODES = l�ll,l , ��'���• •-c"•��•• "0 3/4" WASHED CRUSHED LOCATION TO BE APPROVED IN FIELD BY THIP C�} ( PRIOR o• • • • • I AGGREGATE BASE ' I IO TO CON'ST"aTON a o . d a I o GRL FINISH: 2 COATS �` SEMI•CLOSS ENAxELCOlOiI PEplC1Tr loll •a .� �p•, O •. • Q t)F?(✓ SUS?1_Y LIOE- St-SE 2. COMMON VIRE TO REIT AND CONTROL VIRE TO BE RED IN COLOR. I ZE TW I 1�+ . F T �— WATER FLOW IN 3. NO SPLICES SHALL BE MADE BETNEEN CONTROLLER AND REMOTE CONTROL, VALVt. 5 CSE D O I=RF�ySLAZiF. r illi __ I �� - 14E-_ 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPEIUTiNC SEQUENCE OF REMOTE CONTROL SUP�L-Y U APPROVED BY: - D�ATE�_�"�� I VALVES AND AUTOKATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. SCH 40 PVC MALE ADAPTORS CITY ENGINEER RC.E N01493-1 SEQUENCE SHOWW ON DETAIL 13 FOR REFERENCE ONLY - SEE 1RRICATION Pl�1N FORI M CORRECT VALVt SEQUENCE. DESIGN_ STEVEN RENKEN S: RECOMMEN O I O O t�fSTE . S. RUN ONE EXTRA V[RE (COLOR: OUNCE) TO FARTHEST RCv - FOR FUTURE USM. ' RG ASSOCIATES � AI_L SLEEVES � � 5GH � PVG • NOTE: DRAWN 1937 WEST ELEVENTH UNIT F ET . 1"•�ICdIILc ASTER I�FLOW BACK-FLOW WATER • � XT rpAL..L_ SLEEy I " " EYDNDEdG� aFSWE f� VALVE SENSOR PREVENTER METER ' UPLAND, CA. 91786 2Z0 -PT1A,T7°, 1NDU5T 1f'z'FEI°2.0 e25Y ; YANUFACTURIERS• PH. No.: (i1» 724-0430 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. A r�SC.-� INC� A'T' $ ENpS . __�___ 8 or CHECKED 714-985-4864 #2622 DRAWING NO. CONTROLLER INSTALLATION r�o ScAt.E CONTROLLER Sca�E GATE VALVE No �� TYPICAL SLEEVE 140 e :V. ;=. �G GATE 6-�y-a9 N0�B4oy - L FILE NO CITY STANDARD 605b NOTE: 1. ONTANGLE-MATTED ROOTS IT LOOSENING ALL MS AT EDGE OF ROOT TALL WITH WATER j VAILIN I NOTE FROM HOSE. DO NOT CRACK ROOT BALL, 1. STAKE TREE PERPENDICULAR TO PREVAILING 2. PLACE "GROW-POWER' TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION t - VINO. PURPOSES. SICEwALR 2. PUCE 'GROW-POWER" TABS IN PLANT . • ' :QEr • s,E CONTAINER PRIOR TO PLANTING FOR — OBSERVATION PURPOSES. •4TER-�- .r 1►A STAKING PLAJI COftCI'E7'E VALVE 6071 AND LOCIIINC COVER 7r j TOP Of STAKES STENCIL "FUTURE IRRIGATION" III _ YELLOW PAINT. _ PIC-TAIL MAIN TRUNK COMMON WIRE • BRASS CATE VALVE - LINE SIZE S"WALK `��,� (2) CINCH TIES SPACED 24' APART FOR M CAP AND PIC-TAIL PILOT WIRES (4) •' CITY STREET TREES 4 u4� FINISH GRADE - PLANTERS ONLY f w S.L. ` �` �• ,( 61IZI 0 M -- 0 MILL M►DSCRE Q mmi APP"ACM = o ;s``C o 12' MAXIMUM TO (d') LOOGE POLES WITH�6ALY. SCRE44 (A • 1(i: .I 3' BERM TO FORM DEPRESSED s _ 1 - t OSA, LODGE POLE PINE STAKES 8 LONG 'WATERING BASIN • __ __! i — SCH. a0 PVC s' - - I S+ WITH WOOD PRESERVATIVE STAIN, ' I.` ��,�' �� - ';�:S I• _ STAKE A MINIMUM OF W INTO UNDISTURBED APPROVED TREE STAKES I� s = PRESSURE SUPPLY LINE �vtc * '�0 SOIL AND ALIGN STAKES OUTSIDE ROOT BALL. - �II; SIZE PER PLAN �CTW£ .c. (2) PER SPECIFICATIONS — _ c. .. •..... LEI ARBOR GUARD IN IL'RE AREAS AND FRONT YARDS. A i AR 6' DIA. PVC PERFORATED PIPE - FILL WITH 4 .lr 3/4" WASHED CRUSHED 1/2" WASHED CRUSHED AGGREGATE BASE FULL - 'GROW-POWER" PUNT TABS PER AGGREGATE BASE LENGTH OF PIPE (LOCATE 18- FROM TRUNK) __= i MANUFACTURER'S RECOHENDATIONS ' - SCA. OR NOTES S PVC !SALE ADAPTORI = BACKFILL MIX PER SPECIFICATIONS i - SCH. 40 PVC END CAP CITY STANDARD 601 = - SLIf x sLtt - • See tree fist for proper spacing. ' _i1 LADLE i -i CONTAINER PLANT ROOT BALI WHERE APPLI 1 ► r ( �� III (I - PLANT PIT TO BE (2) TIMES THE TREE P L A C E M E N T - DEEP ROOT OR EQUAL CONTROL PLANTER WIDTH OF THE ROOT BALL i 12" NOTE: PLACE 3/6" ACCRECAT'E BEFORE INSTALLINC SOX � 4-aGAL� t � 22-29-18P WHERE REQUIRED OR BELOW THE BOTTOM OF THE ROOT - � . "- = APPROVED EQUAL. BALL 3, 1' 0. C. TYPICAL STUB-OUT G E ' i �• GAL t. T i PArTABS ER UFACTURER'SLANT RECOMENOATIONS NATIVE SOIL FOR FUTURE- RCV CONNECTION i,, BACKFILL MIX PER SPECIFICATIONS CONTAINER PLANTING . ' ' rxS PVC POST N_ --- NATIVE -SOIL TWICE ROOT BALL DIAMETER NOIt : AT FU?UR.G GDl.tkl�t 10{.1 pl U� T'tA.fi�T11E I I I �• � — PLANT PIT TO BE (2) TIMES THE . Ltx,&Tioo Of &AM VALVF 5TU$-OLIN 04 - I 1rXc PvC RAIL I � WIDTH OF THE ROOT BALL 1 12- 6al�, PGE (,1STIl '✓" rt?_IAlj6L'F_ 117 1 +a• BELOW THE BOTTOM OF THE ROOT I BALL MOUNTING IRACKET ; DOUBLE STAKED TREE O SAL_E M FENCE POST CAP i ' d id. 1 T- M" POST 'lI _ 1 EI"'' 1 4b7-_ ACr-CSD A*:) R.V 1 � rxs Pv'C Posy - Pr'lov- V '1}l� � TFD 'i Mt.CTNS Dll�rF SAPa I rxr PVC RAIL or _ -RII • TYPICAL SECTION Ix i NOTES: 2d 01DiCATION o 1. C11 T TFQRfl PVC POST AFIO A1,4 P� POSTS LOCATED AT CSS OF Ot Cnow ARE RE00*0 TO IE FL UD WITH CbrKatl:TE t GAP All POS 13 AMO ESM OF EXPOSED RJJLS f. ALL YEW M 9LUI K PVC F'EHCE AVAILMI FRW 001UW iY ESTATE FENCE TRAIL i � own M TOMAIls;rS rm SLoI'>r Y.4RIES (,' Hou Gt1Rib PVC FtNCE - FLIM p A 1OECOMPOSED GR�NITE . Ile CONCRETE MOWETRIP— • o toj - • . • TRAIL 1! PS"WAY •� •TR[tT • PLANTER ARIA CUR= AND GUTTER if PVC ftMCt PLAN VIEW (REAR-ONy� •� �: - CITY STANDARD 1010 y- d i.,rc-H ' - FENCE.Cti,10 xA . V . P ~ LE • � � T11AIL - � u • ieCURS PVC PiNCt ten.r L�1�� w�- ' n. Ott 1�ro -nI [n n vrt� P A"w A T wa-I�.= FMS w LA_x ! �-i� „7F- 1?X 0�-i i I� CWn46,t --At eEfl # al 60vm "I 1. STR[[T TRIES 114ALL SE !d O.C. :• NO TOXIC PLANTS ARE PERMITTED. 1• TRAIL SURFACE IS COMPOSED OP 40DECOMPOSED GRANITE GRADE SMOOTH. A, PVC PENCE STANDARD DRAWINO 1010. SECTION CC 4. - COMMUNITY TRAIL mo el)c�L-is DESCRIPTION OF REVISION DATE CITY APPROVED. SATE: vv 1. PROVIDE SCORE JOINTS AT 10'-0' O.C. MID 3/8' IITLMINOUS FELT E7IPAuSIOh JOINTS CITY OF RANCHO CUCAMONGA AT 20'-0' O.C. ' A* IN LAVH NORDIC DEVELOPMENT CO. a' 114 rLAht fED COiK*ETE t't7W CURL -euDiUS EtrOSED EDGES � • TRACT 10 210 AHO FINISH PER PUkA (INSTALL AT GRADE LEVEL AT SWALE CROSSINGS) F 1 N I SM GsIAJE • EQUAL �p�-p,N�SCgpF APPROVED BY: DATEC2- _Q� �.' . • • - " 0 RE-1U ComTIRUOVS aj: _ FREN!{f 9 �A 'fi� (UNLESS OT► RYISE INSTRUCTED) ,`� ��P �tio ��, CITY ENGINEER RC.E NO. 189,53 WAc- c� NDESIGN STEVEN NKEN b ASSOCIATES REc NoEo � 1937 WEST ELEVENTH UNIT E — t,crrr or� uu - '�. ALL SHRUBS/GROUND COVER TO If PUUVTED AT EQUAL SPACING (TRIANGULAR) UNLESS * --- -7�"'IZ--/* DRAWN UplarxtCA 91786 �€T OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. cI' "°'t I• �Q' `�F _ ?14-985-4864 7 of lFOF CAO! CHECKED 2§22 DRAWING NO. CONCRETE MOW CURB �AL� '' : GROUND COVER SPACING No �, R�. DATE e-�=$4 ` FILE h0cf"0 4 1�6-L SHEET 7-3 OF X- ,q A i . (6) At the conclusion of the preervare test, the heed shall be installed and 0.7% for Fir Sawmist IRRIGATION tested for geeration in aczmrdarre with design Iequirernghts taller rcs>ffi1 1.0% far Bark a Pine Dirk or ld.xtre Areas m be planted it inslawtallation call b. finished a%Timonb s pre+esht a neat and operating pcevcm. Oontrartnr shall verify head p-emsurea with pitot uniform to Prion ne suitability of sod. ar lain bed mold g inspected by tube and adjust valve to oor-es{xwd with design pr�nre. C. Commercial fertilise shell be delivered in meads with mnxfeelsae'e law the City m determine suitability tar planting prior to mcdiiug. oontractar CONCRETE •>�wai,ght and analysis arta~ to each aadk. ✓fall obtain ante appmvval betare .od<liny. _ -- a (1j All noczlg m datiosry poop-tip sprinklers dell be tighteced after f. /!aline MiRISMWs C. All suousl arise *au bs am of en a wequird. Ices are ts b. adept continuously moist by watering a. often ma rmquinod. _ ,. installation. All sprinklers having an aaj»athher,t stem shall be adjusted 1. Icon an a lateral line for the proper radius, diameter and/or gallonage. A. Time staking shall be as per plan. D. Any laamh or that gb not chew a pccmpt ooat[h of gram doll be ee-se&1.r! at 1. 0=90Phanish all materials, aPtipmsht, emw can, supervisio=n, trmevo-tatim and labor I (2) Sprinkle I ad risers doll be installed according to details. B. Tion for holding tiers shall be as per plan. tan day intervals until an acceptable stand of gross; is assured. nmoa miry to perform all irrigation wort complete, including: drawings and Phrniand install all mcrw nets rk complete mo Indicated on the drowirgs and specifications, service soruat■, record drawings, lame squipmerht, guarantee, 3. b �11Is. GOP03 to Lada 1011. PR ]W PAMkIe i 29.. � sh �fied ircludtng: material, and installation. (1) Irate control valvas dull be adjusted so that the mast remota sprinkler A. Immediately after platting, enter doll he applied to emdh tree by meas of a A Ptanish and set all talrh!!>leirfg obeli bolo and arhdnne. 1. Blssrrhr>s AND s heads operate at the preaure LOCU--rrScri by the teed ianxfactur-er. A. Contractor is to finish grader to within 1/loth of a foot a 10 balm pewinrg (rote control valves shall be adjusted so a uniform distribution of rater where paving adsts. hose. a water dell be implied in a moderate scree• ed Urs planting holes B. Install all items requited by otter trsI which we m be coot Into oo=zete. A. 11e intent of the Graviton and Specifications Is to Indicate and specify a individual w the sprinkler heads m the planting ares hr each anti! the material of abou the zvnte is nuapletely saturated fro the bottom of complete and efficient sprinkler irrigation syn>tsm. i �®. 1. --'Rhe canis shall riot be wAeai whet tits tsoLstttxe amCsht is so the bale m the tap o! rte ground. 11 great that excessive aopeoctiot will orae, and not ,when it is so dry that dust hi. Plants which Co. be watered efficiently with the edstirq water cysts dell C. Concrete moo strips, footings ior- walls, fencing, bondhes, ate., were , (2) Quids eohpling valves shall be set appraod>mtely lee from walla, curbs, will farm in the air or that clods will rot break readily. teeter shill be be watered by nacre of a hose. applicable. B. Plot dimension are apptvdumte. Contractor sell Carefully dent and verify haaderboards, or paved areas wham applicable. Vertical positioning of applied it rexaary to provide ideal moisture content for tilling ani for h all dimensions and shall report any variation to the City. quick Ocuplinq valves call be such that aleeve tap will be flush with the Planting- I C. fWly water in sufficient quantities, and as often as ssmwwwl ooditiem C. Duh m the scala of the Drawings, !t is not settled finish grade as determined after the bmf is established and 70of 2. aBemlL possible m indicate all offsets, I above grade in grand cover areas. C. sretiminary Giadi$Preliminary Grading call be dobe in such a merrr as to require, m keep the am ix ret et all to ova rill below the root sysira se fittins, etc., which may be required. Contractor shall carefully Investigate amicipate the finish grading. Aaess soils shall be removed or redistributed qt°� and planting. bre fs m ts taken in watering sle4ca mo as not to case lure star ural and finished ca-ditiers affect all his warts, and esaaion deenge. All rnguiremsnts d mlheectian 1.71, otamArd mpoeificatSgors !Dir PU>d21c works l9 pian his I F. Valve M ms before application of fertilizer and mulch. ✓there soil is to be replaced by cornet vctim, shall apply eoraeQt as specified herein. tnatk aaoorti�rllY• Drewir>s are 9eT1e�11Y diagrammatic and S..wir,.tSve of the (1) Valve beams dell be est are-half inch (1/20) above the dmeignebod finish planta and mulch, allowance shall be made so that when finish grading has Ir . war to be installed. The ,msec shall be installed in the mos: dinmct and W..do in lawn areas and two inches (2-) above finud b.;gu ish grade in gracover n, there shallrh be o deficiency in the specified depth of mulchl pla•ht-.4 D. low'.nq the planting of q-ashd Dover plats th-'.shed .n .lets, each plant workmanlike sarrmrr, so that conflicts between sprinkler system, planting and arena. Valve booms call be placed in grand cora, areas wherever bads. !. iFlaSa� architectural features will be avoided. possible. shall I* imaeeiiatel1 and lhharcd�p' re.-erect by means of a hose with a ala+ honing stress or water. D. 0@2j,•7g-eetorm dna gloving preliminary and finish grading, a]1 rfemsde and eracaes 21. sly �� A. Portland oemr. shall -dors to AVM-CIM. Type I or n. s' B�� beams WOMS (2) Valve installed near walla, ourbe, hemda -r iboum, and proving shall shall be dg out by the roots and disposed of off site (except those weeds and Claebractor shall ftanimh two 2 service maenals to !hone Ci M+nrals be installed u" fro those items. Tap surfer es Wall be flush with c_aases not of the parerntal type, less than 2-1/2" thigh and not bearing seeds, B. Concrete aggregate shall conform m Ab-M-03. ( ) City. nary be lase Steam listed abase. wthio3h any le lambed haler). Oats mere than 2-1/2' hhgn and not bei-rlxg eagle A. Stake all nrs'rquyeC trees at: time of Planting b!'placing stake in the pteperea I i leaf and shall contain oamplate explode drawings of all equipment installed my be turned under. PmrerrAaLl roods and grasses to be removed include, but thole and driving It 18 into solid grand. Plant the tree as close to the C. Rtes shall be clash, free from strarwg acids, eiloid, oil a oaQanic matter. ung s and catalog n uaters together with the somfarture's name andbeowtk-owuwlcnlwatwe riot limited to the following: stake as pceaible without cm%dfrg t;h s rests. ftthe tree m the upper and address. Additional sheets stall ower operation instructions simple marc} m be a' knowlel D. Admixture for all hxaeed concrete shall be SM Chftemioaal Corp.'s `Plaatimeht`, �Oed without seciaspecializedge. (1) . shown --controller shall be installed at the state °) location L-7 ste►oe in a` least three places using V.I.T. Breus or cinch ties (See Uut Grass Placthrst Vine Dallas Careen Mstard Plant or approved equal, applied in strict a000nt ee with manufacturer's directions. 6. 3100011D Gnn7u►nau7l Alfalfa ca Grass Wire Weed hlganing Glary 0. awing (_) All local and other applicable oodea shall lata pregae8erncw in oo>r+setiry (1) Protect bark of tree by mooring wire with Been 1/2e' dinvheter tuber hese. !. Feinfbrcement: rainfaminq steel ASN-A1S and ASRhA305. Contractor shall scoriae Elva the Ci the uo volt electrical service m the controller. The City call provide (2) Ghrys to be air!iored by 2*x2*)Q" rmN,md driven flush with finish grade or Witefabric: A3RfAIS5. City a sprinkler layout and nark the ease! was porter to omtxouer. Contract« shall cx�I ete hook•a p to mit] Iler. B. All planting areas sell be scarified m a depth of 12 inches below grade with m"x 2* galvanized pipe in rocky area or equal built" arrangement including locations of all equipment installed. Iocatic ne shall the splicing of the ripper teeth no greater than 12 inches on canter Prior to , be shown from easily identified permanent features such as sprinkles heeds, " „ • (7) Ory wires shall be i12 ga. galvanized wired. Mtr'k guys with 31-0" long F. �; (7) �m call Dir adequate coverage of earth (le minimum) over the 24-volt placing oormiitiaiers and fertilizers. All tock mrd gieDris more than 2 in diameter white WC (1) fawn shall be -contraction buildings, and ,�n11m. Re "as built" drawirhgs shall be drafted employing a V2" pipe. � Le fes' draftsman. Prior to final Central valve. Install wire in trattn sed tape m main lineae on side of dSa►lrr Wa11 be removed fro the site. (s) Guy lines are to be tiohrtahed m firm twsiah. competent inspection and before ideal payment, the mylar (2) Plywood far forming of concrete which is -1;--eI shall be Piyform. All "as ��" drawing shall be delivered to the City. A roIx-.ed laminated colored Alps rt 10 intervals. P. �a-If sprinkler system is installed alter grading and fertilising Is ae- uilt the size of the controller bmf with valcro backing stall be sutrdttsd to completed, the tapper portion of the backfill shall be ratilled and fertilized �• t.ePnlr7�et�ro ♦1>� plywood used for forming call ts at least 5/8-inch thick, and mdse Cit, h�. �L11ji! sealed. (1) All electrical equipment and wiring call amply ventre local and stats to them depth specified for the area required, to antgm to the specifications.ns. All troll'isms and stakes are m be removed ft¢a planta and the plants dull be 0. 10 q Ion joint filler doll amhfarm with ASVI-M7131 (presmolaed). S. IDORa Bour1?le"M exden and be installed by those skilled and licensed in the tr . u. 11711.oaorrrumMals !>•sbTharl and trained against fe>c,es or walls as dirw^Ted by the City. Imes sprinkling gmhee,ipmhsht, opehatlnq keys and spar!Part will be flaninfed by the (s) Omnacting ad splicing of wire at the Valves call be 23. CMISTFrCX T! Contractor in quantities as sawn in phare gr in specifications. made using a Rainbizd amp-Tits connector. Splicing of wire outside valve A. In all planting areas the following application shall be made per 1,000 square s. cturi hs Eases sell be approvedi by City prier to intstallation. Leet of area and call to thoroughly cultivated in two directions into the top i In addition to any other certificates specified, 0xitractoe Stull furnish a 60 of soil, and the area watered down per soil lab testing rec-como hdations. oQtificate: with tach dellvC-y of bulk material, stating the souaoe, quantity and . type of material and that tie material conforms to the specification regmiregrevtta. A. 9uali�Y s. amltaaMtrs _ , (1) Contractor amum rmaprnsibility Ler the design mix and guarantees the �k. The Ont-Ins The bw-*flow pr,event� m snits doll be installed air shown an Pias ad Details. I B. Prepare soil six ror backfill in pits for trema, daubs and vias, other than Ptr bulk delivered organic fertilizer, t..1w certificate call also state the volume, specified ultimate strength ma indicated a specified 1rar in. iprintkle was sail b unconditionally bac*tall DY Contractor , a. to materiel and worramha*mdhip, including setilirq of bedcfllled areae below asalees, ferns and pelma, as fnllowa: haat hsai¢R, percent of Nit_-vger. ail pettxe:t of Rhgxeptxprie Acid. FUC each 2 Concrete, aintram 2e grade for a period of one (1) year following the date of final aooe;bune of utilizer and moil cor)Stioner, in containers, a sir.=ar certificate a invoice ( ) -day ultimate strergVh sell be 2000 psi. t� �*. Amount/cubic !Rill' shill be lharhi aur' stating trial ogusnt i_iia by weight and vclnre for cern material. (7) Mhedymix concrete dell conform m AMI.-C%. I do volume on-site moil i i D. If within anon year !rues the coats of completion, settlghment oa><hra, and amenge oartlfigatez shall be su�muitUed m the City prior to the start of the I n►hirdenarre period. 1 LANDSCAPE CONSTRUCTION .� � wlaeeeganic >t adjustment in pipes, Valves and sprinkle hands or paving is necessary to bring IL )DmlaoetlahEArd.9mmiBcatp( the �� or 1sh'�g to the proper level of the Permanent ggrados, c�rtractor, Partllise per soil lab testing recanmmaationa 24. r (1) The pnopcwticns of agury I tb to come, sell provide a glonse suture which an part of the wrack under his oontract, shall salve all adjus n without emxrvated twice the diameter and Ari of all used will remil work into all carriers of to farms and around all extra cost to the CS incl _ rvotb.tl. pits G! « t.� f until final acz,eptarne y City, including the restoration of all dswr�*i plargilnq, - ' � g � stall then be added as outlined above. Add fer�per Comrt�actot shall oanettully she continuously prosect ares irht--1 in the 1 reinfcrnerrnts without any oory pstim of the materials, cause exa,ess free paving or other imprvverrnts of any kind. water to collect gn the surface or cause come Ive bleeriinq of the forms. so!l lab testing teomneniaticre. oZ the lrry the City. materiels, fences, ar�Furts. etc., ts: the root by the City. C. S hm" any difficulties develop within the specified guarantee period whir!. the 1. /COOPS C. Repvsre moil six for backfill in pits for azaleas, !erns and palms as follows: (2) 'ars .Mmmmm practices of the America Oaerete Institute shall be City feels may be due m d/ inferior material and/or workeerro ip, these as. to► I mmai followed in all applicable procegias. The maxima slump shall not exceed difficulties sell be immediately corrected by Contractor m the satisfaction no work at this section includes all labor, materials Ord aquipment regrind m 1/3 Ccrmock nursery acrd f2B 3 inches for footings, slabs oxgrade, and mass oorncrete, 5 inches for of the City at no additional oast to the City, including any and all. other ozplete wart irdicated on the drawings. The work wall be perfermedr in accordance W3 Canadian !heat Moss A. Oontractor *9111 maintain a sufficient nsthe of sen acs Imdegvate equipment to foundation walls. d mrKp caused by Punch detects. with the Fest standards or practice relating to trains and various trand u+nde: the I perform the icatc herein specified. -lant- maintenance work shall comist of oontirarous supervision of a competent foreman, capable of interpreting the drawinng s 3/7 Lomita of )'Direst Minas apfplying water, wsedLrng, caring for plants, i'n'_'ludirg graicVz,vrra, shots and C. Ontmi 7. MUM" 116MUM PrPIM WILL la TLSItD PRIut TO INGTR IATNX or and theme specifications. The wark included in this se-.tion is as follows: D. 'IDs prepared soil shall be uniformly blended in an area adjacent to the trees, edging, aerating and wowing of lawns, fertilizing and control of pas*s ?be ooerete quality, praport.ione, consistency, etc., is wtsject to she I1rIFRAIB, AT 150 PSI FCR 6 ilDURS lmi. e and approval of the City, and n o ranges shall be made without his prior written A. pips athd Mttirhca •m Finish anadirg for planting, Soil Preparation, Fertilization, Planting, including container. UnLxm d o:7"ted soil shall be rived from site. ProG3t the six planting work ad than be rocsately proportioned using a mailable measuring "". I approval- ftmm water until it has beer h placed in bacldill around plants. j I a Lawn, PRintrnarne, Inspection and Certification, Guarantees, Clean--W, Staking, B. Damage m any Planted area r!xaLl Dion repaired immediately. DR-tansgoaeed (1) )] -1 pipe dull b Ips at nrdweight Nat led Diose. Mttirrp arying +cad b"lieer-ing, Mis�l-luhermm Allowances. re vehicles to foot trot!. small s filled with resect], leveled and . B. Ft1PalrCM call be with standard 125 pound cast bronze threaded fittings. t. arrKNui 12. FDMM amim plarnted. Lhcrrminnte ggcpihere and soles, and raped✓ desohrge• c (2) » 9=%Ltt-Pipe that is used for control wires stall be PVC conduit omen preliminary grading, including weeding and fertilising, has beet completed and C. Use entire project Wsa11 be maintained for a period of 290 days crane for L Res for Concrete work *all be either natal Or wood. Pbtms that ate warped Sdhedde 40 Type 1220. All wires under paving call be installed in PVC A. All sprinkler wort dull be inspected and approved prior to the start of mgr the soil has dried sufficiently to be readily wrlce,3, all lawn and planting areas the time all items of work have been oaapleted to the satisfaction or the City. or that do not hove a smooth straight upper edge call not be head. Plat arilhit. wade. shall be set with the upper edge of the board true to line and grade and shell sail be glades to Lure elevations indicated on the drawings. Grocco neat i-moire be atalaed rigidly in place with stakes set not more than far feet (4') apart (7) PNC Normal �� �Q (rm adedule 40 std b B. Prig to eeavetion Lar planting a placing of Stakes, locate all utilities, indicated X11 be am-rtsv fins or slopes Dill be points eat were elevations are D. '� project call be cared far in a ✓ret, clench eordition at all time m the so am to resin immovable thrvu -A the 0--tzuction. All forma shall be (a) Type II GrwU I High insect pipe. electric cables, conduits, sprinkler line, brads, valves and valve control City, if required sof finish grades shall De made at the direction or the satisfaction of the City. I approved by the City within a tolerarn►_ of me percent (li). X11 materials (b) outside diameter of pipe shall be the same size as Iran pipe. wires, and all utility lines mo that proper precautions may be taken not m ts. LIM nou7MrRrA" stall be accurately and separately weighted end mixing shall continue until the (e) Pipe Ball be marked at intervals riot to wa-saed 5' with the following doge such lwprvver-its. In the event of a conflict between such lines and Finish grade stall be a mmco" , even and uniform plane without abrupt charge of distribution of material is uniform and the sass of oocr-ete is hnnargPnolis. informhition: Nanufacturer's rhame, nominal size, PVC plant loomtivs, praTtly notify the City who shall arrange far relocation for h A. i� a Wats every day g=uts par day for rano ink. and to or Wear gradually pipe type and surface. Soil areas adjacent to buildings to allow a rhatnu-a_ rum-off of water, and B. Two and one-half (2-1/2) ¢1 pe yard, shall be withheld �A' (i.e., 1220) mtv�hle, MY and oumr-rcial s*_ar*hrd ae or the cher. Failure m follow his procedure places upon Oorntrx'tcr 13e to mai Iain th y of watering na throe ilea per week. Osntrac�ar areal! ortinm !gra o! rater cubic r�mrv✓al surface drairrge call be directed as lnhdigated on the g�-atrir� DY r®ndeling from the six rt the and all or a on say be allied to the rix at the desiggtation CS 207-60. responsibility for, at his own expere, saking awry and all repairs for dar-g- plant, porta (d) PVC Sdhakale 40 call not be thremeled. result rice work hem miler. can one m facilitate the natural t pwoff" or rater. Low spots gars h&ll b shall m maintain the lawn until final acxxeptaroe by the jab site a. directed by the Inspector. Uma concrete call to mixed at least s (e) Mttirgs Wall be PVC schedule 40, II WF be cr inch below grade of adjacmernt pmavewnt of any kind. GYad_ng job si arrear won water 1a allied sed not less than 3 mirmntes of this time Type approved, when moll is at optima moisture content for working. s. weeks after i Apply 16n a rt t rate or s pounds pas l,000 mgxare fast thrtee mint Zx iter Wtely prior m the d and not of Vee batch. Total f thisxing time S. �T� Aro TEPP weeks atter inc�raitation and refer immediately thereetEer. _ after adding original water shall be at least 1S alrutes. j�Q�_14 .de 401 Lated Pi°e3yoe 1220 (PVC Class _ 1151 and Twos � materials shell be Vanished In the gmahtitiam and/or spacing as *ooh gs 13. 30r" or PUMITI e0 AM 10= PBOCEr"NE C. Dlsenxe 0[dlist Oattrol - Fre City inspector C. ObnQete which is not placed within 90 minutes atter the irntrv3rction of g�rnt (a) Type I Grade rl Pressure Fated Pipe. noted for each location, and *all ere of the species, kinds, sins, etc., r A. No planting doll be done until all operations In conjunction with the D. - ar !moan call be mowed at a height at 11/2• with • rotary nearer, and water, and eorxTets w-irh has stood for 30 minutes alter leaving cure mixaer, (b) nhterials :ball asst the requirements set fbrthh in AffRt ba17a1-60t. symbolized and/or deegribed in the "Planar Material layers", as lydicatsd an ter Installation or the sprinkler cyst® have been osQleted, rival grsies have (c) Outside diArwter of pipe shall be the same size as iron pipe. ✓drawings. 7hs City has prepared this list only am a overenience to Contractor and been satabliod , the planting areas have bem properly graded and prep+rsr as equipped with rollers, bonne em rcadhvefre 2" in height. Collect grass clippings shall not be used. (d) Pipe shall be marked at intervals with the following inforumtion amamsaes no responsibility for its accuracy. The land-nape Contractor is to verify specified, and the work approved by the city. ming mnvir4 Operations and remove 2r� the site. Jitter each cutting, the edge of the grass mhall be trimmed to a nest a uniform (not to creamed 5'): nhrufacthr ng lame, mhcF apprvkl vol PVC type and all sins and o�uentlties, line. Thr lawn edges shall be maintained neatly at all times. - grade (i.e., PVC 1220) SM rating class, 1eSF approval and goaargvrcial B. 'IDs relative position of all t><,aes and plants is mbjatt m approval !xy the 6. 022 r417rn IND P IAC!= Standard designation C5 256-67. 6• VZ19rrCWr1rW or no 9WORTMIX City end they shall, if nh�ary, be relocated as directed as a part of the (e) PVC Type I Wall not be threaLW. Lacs s shall be thoreucprly cleaned and made ti4 ht, The (f) 27. R70roO7teflt no mom Ames hohilhTde4la� A. Before pawing, a boric or trenches *,all be wet downbeforepouring footings, earth doll not (q) P1+c fittings atxau b. PNC Type II, sdheitxle 4o Par apptvve�a. odmamhai�onm ate approximate. Before proceeding with ay work, CohQ-eetar *111 (q) Solverht shall be /17S Gray JW approved ma manufactured red by verify all dimensions and quantities and call immediately inform the City of any C. All planta dell be rfrom their container and mat so that, when mottled, (2) after be eddy at the time of posing. Concrete call not be placed until Industrial Polyc7raical Service, Gardena, California. disr::rm encies bet."" the drawings and/or spscifimt:cre and actual conditions. No . rainforvaeeents, rvurhh hardware, and forme are approved by the City. (h) Caution call be utilized in handling Type I pipe due to the wotrc call be done in any area where there is sur#h a discrepancy until approval ted boar the ranee maiden t the required grade that they bort m the natural A- � -aft Pring( shall be watered erne pi Aoy rix fano - pnseibility of cracking tr of splitting when dtopp>.ai gr handled fon sae' iter bash �`� by the City. grade before Dairy transplanted. Lactn plant shall be planted in the oentPr of installation. Reduce watering m every other day !+a the ✓mart lana (z) weeks. 0. tlators dspoalting Whew mnrzets against old mersete, all laitarnce (hall be carePossibility the pin amYb conditkfiUaien call be used four specified, llih the prepared finsoil. No be es t3rneatter three (7j Lire per reek tonin! final aocep+t�srnne. VOWAer, and the surfaces rou Pwnsd to arp- the sbecl+rh fie• The (i) Mean oarnemctioh is plastic to motel, male aaaptars dull be used. S. surfaces shall shah be severed with gmow*ht grout, using the npk.c-ified six with The sale adaptor *hall be la:d ti permitted erased tuv,loa gr scene. A11 broken a frayed rooks .tall M properly B. mamce•tiwisatlge, - Phert111za teres (7) ,gads alter plant*,g with s porraa ls-s-e su ad ter cokrrh egbe ane gritted, 1-1/2 !noes thick. T ehcth. Joico ghter`I' Nus II ban wish a strap cut off. per 1,000 equate feet, fertilize thereafter every thirty (70) days. compound *all be Perimitex A. All inspections dull be made by the City. Contractor shall I 11 inspection C. conveying and placing of mrrzeks shall be done mo ma m Prevent mhapRretion o! 0. g Pellotiord at least two (2) days in advance of the ties Inspection is required. C. trice armirata 5% by weight Mall `d@,ugs and �by W11y¢utt - per - dents, and Placing no gave shall the flee fall ee,sed 6 feet. !harem shall B. Inspection will be required for the following parts of the hvwk. D. into city shall mmpervima the Placing and planting of all plants. InP e i B. In the event that us1d&rgroknd construction worn or cbstructions are o noutered be usewi as re*dred. awfaces of oorrsets stall be kept reasohvitmle level, with sprinkler heads shall be as shown on plan or approved equal. In the planting operation, alternate locations for plant material will Do msrufactral or cutworms are two (2) weeks after instal on. a minims amnnt of concrete be allowed m flow after being placed. Placing (1) Dewing finish grading and soil preparation. RKtPbr eo>trol or her and ad otter soil r datums, per city iemhpsCtor• mball be performed as a ocntinrc m operation until each section is Completed. e. baym (2) Plants, after delivery m site and prior m planting. shed by the City, operation w111 be dcTne at ro extra gz>� to the Ca+gher. �re (7) When vines, shrvthe and trees are spotted hr planting, but planting hales nrtermtnsts and moles aro repair damrge. D. Cho%v ate sell be apdacied and vibrated with mac iudcal vibrators to a saxina (1) I� 0011txol R1VIN-Mectric remote control valves dull be as ✓•own gen are not eaavated. 14. FI]sR'nRn da �! 0. gip gr - All it o e and tto r call be pirrh schemed as overs-mmssany d d folia e shbmi.Aa ce, without servation of inp-edients. The moving of oohcrete by plan or apps--ad egal. (4) specimen trees at source, before delivery. A. Position plants in plant locations Indicated on dr-wirer end manse spQrwal neer growth and m eliairate rank arrear gg m+thn. old flowers and deed foliage I vibration will not be permitted. (2) Crate Va1vvo- pprov%d gate valves shall be as seen on plan or approved (s) I- are"cR prier to Planting• bar- -ting pita, making neorssary adjustments as indicated. and limbs call be removed. no major prvhirg call be done without the equal. (6) Planting areas prior to planting. approval of the City. 7. 40MIP (3) Cock valves+-Owing checit valves sell be of brands oostnrtian with 125 (7) All larrkwns a construction item, prior to the start of the calendar day B. AU pits far trees sell be dug square with the bottoms level, the length Of PSI working presmm and shall conform to federal specification M*L-v-ST, maintenance pew ("Final Inspection"). R. �e411g - All planting areas inducing ]anon, gcvurAcTwe and shah areae shall A. avut dell be r- I; -d of ahs part Portland Comes. and two parts of fine Chagas A, Type IV. Check Valves shall be morel {440 as marafactured (a) At coopletion of 110 oalexdar sLsea and ides equal to two times the eer* ter o[ the tree halt. compacted • by say maimmptmlc7e period (`pian! hhimehatve .oils rt sides and bottoms *all be la[hserned try mcaritying gr other approved be boe'Pt wenat-ae. at all clot•.. Waeaa droll be erg arc by the roots and aggregate by volume. Materials call be mixed dry and water added just -Static" Valves shall be normet ly closed and call allow water m pass motion")• aathod. Pits call be bacidilled with "prepared soil" to the required grade, disposed of off site. . sufficient to make the mixture flaw oder its own weight. through when prvwire rises above 20 PSI. Valves stall be as manufactured (S) Inspw-ticn reports doll be ode far each inspection by the City and ahs and the balance of the pit filled with "prepared moil", thoroughly settled by _ et.ion of the iso maintenance period, Contractor sat! i call be ietmittad m the Ci and Contractor. �l�l 26 - Lam fairR�inarnaaintehere and f27 -ad,Crvka�overs are Shr� Area Lar lAinbizd, Gleiim-e, California, a approved equal. copy shall renter application. lhirtterha+rne of theme specifications.>a Par shy tamp grout, a minima of water shall be allied to the sir so that when P'u' t wont sample is ag eezed hard in the hard, surface moisture, put rho free wtvs, (4) & ,,,,,,ir�u= a. C. Bet plants in center of pit, in vertical position, so that crown of ball will sp7 c doll appnar on the sample. Do not six more than can be used in 30 minutes. be level with finish grade after allowing for watering and settling and mall i autcrr.ttr• controllers shall be a *h s mn on Plans and Details. Friar to job aonaeI I written certifications dell be o mined to the City far bear the mama relationshsurface as.to the finish grade that it did to the moil surfaas' BRJ<aAtR=NO and groundcover shall be � by C1tX*7WtM mm to g¢ar!!h and . a to IL cuno PrernwTnpp the following: in the container. A. All A. All m rlwoeoe at ccr shall be protected from gI glee to Z. Otrmtsol Mira feICV's A. Quantity and Quality or Commercial Plrtiliaar and %Wde ■lrtilizar, bsalth for a period of one-h rdred and eighty (Ito) days after completion of tompersture, elements, aro construction operations. D. thorougftimpamhly, deaei"kf water basin as wide d plant hells rt each plant. enter the specified mai-:tersnoe period, , All wiring m hx toad for connecting the ahnrnertic controller to team electrical thhoraxhnly, beckfillirnq any voids with additional prepared planting six. peri and/or tinea. �'e'p`•a^c'e of the City. All t.-ee� solenoid actuated by remote control valve stall be Type UP-60CN, 7 strand or B. Quaftity end Quality of all Boil Amordwwts galled far by Plans and up to 201 bar size shall be guaranteed by Oontra-tnr to live and grow in on g B. Claim solid copper, PVC inmilation, single oct tor, UL approved underground !seder g e-ificetiers. 15. PIi1M1'ns7 vnes,stmaaea no 01400"Mcaym amaptabl �'�nt Pca p� (1) All erNched suafaoee d concrete shall be protected from premetuae ghzyirg cable. Fade pilaf a -thcpt" wire call be rad or color-coded with the common e " !tion for nod of six (6) months after a he City. or e ane211ed mei or lax period,all field the Lina!specimens s by be Qty. Tree.- - and freshly placed concrete stall be protected against wash by rain. All wire bring white. T. � A. Vires and shribs call be planted i•n.,pits at least ]t" greeter in diameter than in 20 Dmges ra larger, and all field gram speclmerhs shall be guaranteed by concrete call be kept wet for a period or ten days after placing. In their ball of earth and at least L` below the bottom of the ball. Oon¢ncted Oarrttactcr to live and grown in an acceptable upright position fag a period of i . order that casing water may reads both susfaoes of walls, the hams shall F. Valve Dooem plant materials indicated on the Iand Ings aherein specified *all -dorm to the moil at bottom of pit call be loosened and the pit filled with "prepared ane (1) Year afre- ocmpleetion of the specified maintenanne period, and/or final ees be lcohed and water call be poured over the tops of the walls and Sollowing: soil" to the lxg7ttra of the ball. When the plant has been properly omni the pit acomptanoe by the 6ty. allowed to run down between the concrete and the Larms. All remote control valves, gate valves, and pressure relief valvae doll be sell be filled to the required grade with "Fretvered moil" and thoroughly (2) All liquid awing compounds call be used in accca� with the installed in suitable valve boxes as shown in details, complete with loddng A. Rg0ff ala= - plant names Indicated an the eMawing• oonfars t o -Stardard Plant mottled by tamping and watering. All Vines shall be removed fzc>m stakes, B. All plaits that Iwnw airPhs of failing e)twth at any t1=glsiin the life of the - - F mwwfar_turer's rmcar•.wrtations and shall not be used en sur-faces receiving ocvrss. All call be Christy erv=,ete boot with C.I. lid, or approved equal, nnw,;* sstabliswd by the American Joint Committee on Horticulture. Ebm>Tt for untied, and securely fa-tamed in an approve manner to the wall, fence, or other Contract, including the maintenance period, or three plants injured or e� -�_� . - eon'rete hardener. and stall be estrsAed "G.V." or "RCV" with station rushers for control valves rmmee covered therein, the established custom of the nursery is followed. surface next to uhigth they are plan - as to render thea tmsuitable for the purpose intended, call be imw%diatelY .J mabc,sged it 2" high letters on valva Dover by Contractor. roplaced in ]find ad size at the expense of Oontrar'tor. I s. RPfC7TWE CCNCFNM s, g ditlm - Plants shall be syar tr-iml, typical for variety and species, B. Prepare a dmpceased water basin as wide as plant balls at each plant. Water C. Contractor When, within s days notice by the City, remove end replace all I . A. Oo+crets u#hldf 1a rot 1n a000ram. with t2meo specifications, out of lire, a. gat thus s� healthy, vigorous, free from plant disease, insect pests, gr their eggs, thoroughly,ghly, backfilling ay voids with additional prepared plarrting six. level, or plumb, ant In aGrucbral cracks, rack pocloata, wide, spall. � age thy, normal root systems, well filling their eortainess, but guaranteed plant materials which ha any reason fail m haat two teghirgemrrht or pervention writs *all be a. *roan on Pias sed Details. not to the poem of b<ls4 root bound. Planets call ✓not be pruned prior m C, Qgn( the guarantee. Fmplaogaernt shall be made with plant materials s as indicated gr honeymebLg, eogrhehe I reinforcing air other demerged surfacers call be considered delivery, oomept as authorized by the City a his reprew,tative. In no case specified for the speciorigified planting,o and all arch re mr,t,e.-nt materials shall as defer_tivm. a. 1111MU 1T1OW mW-1 trees be tapped before deliver. (1) Pits far flat sited plants to be at least s` x 60 x 6`. around cover be guaranteed as mpxlfied nor the original guaranteed arterials. R All fine and irregularities dell be .saw d from eIrmed Concrete mwfaeamA, C. mtirfeistaF - 11ne height sed spread of all plant material dull be smeared areas shall b e moistened prior m pla ntirg. No flat plants salt be �. Q>l7 while the concrete is still green. Where patching is required, all bse rae and (1) DcwA Aon sell be arm vartiarl Construction sufficiently wide to with branches in their normal position, and *all be as indicated on the P � dryy soil. NSOP ` • unifor ogncr,mte call be removed prior m patching. Minor zodc pockrts and provide maple dowdrigs. The caliper of all trees call be soo-grad 4'-0- abom the surface henryo-amw,ing call be patched with dry pads cornets. �"� tzem �^g � orotund the rntark installed and to (2) Set plants in cerate of pits so that crown of plant will b level with 'mon completion at the work 1n this section, Oaetrectnr swell teaTee all n!>tiilf, specs for brdcfilling and o�eartirg. of to grand. Where caliper or other dior siom or any plant materials are trash and debris rice,ting fr„ the area operations, d in neat egri-a"nt ad _ omitted from to 'Plant Lagerd", it call be understmd that tear-e plain finished grade after settling o! soil, then bocci!! and rater. yp1®rrnts of service, leave entire area involved in a ✓heat ad aa?eptable M. !F1>Q» ( ) Worchom shall be compacted pipe pwd m doll pr be cut to required an accurate g raftrais in uniform, and trand sono� materials shall be normal stork for - oodit.ion much me to beret the approval of the City. Lyse listed. (]) Flatted plants shell be well-rooted with runners rt least 4` but not more riot *m11 be .r reea.a the :.ghtir.d 1.ee1: a� snaps and then a7 the full length of the line. 0. iwmmhgw i fah - All plant materials must have Diemen previously Inspected at the t'°r' 6 �' lam'' DESCRIPTION OF REVISION D A T E eharems water and Litance rt�vad. Concrete Wall be camp-cued with a grid taper 7 Mhen tomo 2 are m be aacmed in the memo trend a 60 dull i t by and Chanty of the a Ci before ulturs Department, and stall !» mhtrjsR m the CITY and then floated m a true and level sur-face within the tolerance of 1/a-inih slog ( 1 be maintai(ne)d between � e�Oe he4x+ctfah ahpupa-vval City planting. u. esus IIID moans oo�auhms IN rest✓ APPROVED. a 10-hen loateyet edge. per• 0. groin T.i,at - Troom and vines occurring in lash soil be planted berbr. firm! peep-ration of str -- In ire'ficated cc �,g' t� ,� CITY RANCHO CUCA MONG Bos Pilafs for comate finish In landscape armee. B• RKM121irg (1) Be krill material dull be approved moil. Qmuitable notarial Imbadinng F. gL1Vl of Plants - Stall be as stated an the Plan. oantalner stock (1-g`llcn, 17. Chas of wimm =PC=IND OWED" Pr]m"M 11. BIQINeIr" _ clods and rocla over 1` in size call be removed Leas to premiww and s-gnllah and 15-gallon), call have been crown in aortainers for at least gni SKYLINE ROAD & disposed of legally at not cost m the City. (1) year, but not over' two (2) years. Plant@ *all root be allowed to dry cut before or while being planted. loop eogpoeed I 0 STF ` 'T Plaoesmt of aopansicn joints dull be an directed and detached by layouts of roots moist by users of wet sunrint, peat moss or burlap at all tinea doing TRACT ■/� - slab marki� noted "E.J.` an drawings. bVeneion joint material sell be Quids (2) All backfilling call be dohs carefully and shall be properly maperI 4. G. ,>iXrtJU9,1 W - substitutions for to indioaeta I plant materials will be ti f i AVT 10210 Joint, or approved equal, a as noted in itte,d the substitute arterials are approved in advance by the City the grou operations. Do frit ethers roots to the air except while being placed it �� (7) Depth of trenches dull be sufficient to provide a minima cover above to aid the m*nttit�lore are magic at no adlitional cast to the City. 1*, for be q"O1� ttlta:plants, whether in place cr next, will not be acxx +ted and shall 12. FR71'lcTLfs top of the pipe as follow: ouhori.zed variation-, all mtmtitute plant materials all-11 Inform m the be replanyd rtter CYrtractcr's gaxgherre. - lr Over PVC rc r-�csne lateral lines rogdre•wrts of thane specifications. If the accepted substitute materials are 38. U111137ameI warm All finieannaworkwodull b. barm ricaded patlmstzia, traffic for throve (7) lt- over PVC norpzeaQe ura lateral lis for solar✓!Vats x of a less vol re flan thchaindicates' or specified, the Contract price will be ded SPECiCATN SHEET . WsLun days. Barricnles all be placed isdistaly after concrete finishing. Contractor • over PNC main der presware adjumbed in accordance with the phurhsium of the Contract. A. oocompactedstnrct a firmly compacted monad of soil around each tree and plant to Lam a e. , shall furnish, place and remove all of his an barricades. contractor dill be reoprseibls far any damage to ream cohstzvctian and replacxm m* or repair of to C. r&J!L! L Planta Not Atmavved - Plants rot are to be romovmd Som site Noundf Derain at the gorge of and following the Wap✓ of the planing pit area. _.c- . n�a'md Ibamdm far twee and for nos fro 5-cgallm on larges containers, Wall be at P�D J�A work Wall be once without added cost m the City. (1) PVC pips dell b e botalled in a manor which will pow f: eagvrim iamndiately and replaced with suitable plants. 'ae City rewwrvea the right to least 4nugh. Mom,da for all other trees, vines or planta otherwise specified �. and 000ntzactier as terxvrw*clad by the pipe menufaRurmr'. rmject antire lots of plants reprrwrgted by defective samples. shalt be at least 2" may high. Daoavated earth, u capable of retaining meter, G be used. Any settler- within the basins retaining water Wall be refilled to `O (2) All plastic to natal joints stall be meds with plastic male adaptors, a. PtbF�as�a AMID 6011, Gnalsnnheen the required grade with prepared moil, and additional nitrogen stabilized Q� P FRf NKfN 9,Q APPROVED BY' DATE� ` ��` - . If potdhfnq is nmummary aha! permissible, a boding aga+t mach on Wa2o-Qets, ca unless otherwise shown in detail. � � yo 0- Bmaples of all moil anrnova,ta, sod mrd plants dull be mlaittsd tar inspection mswct>et wori�mr! into the surface as required m zcstnre the arlo.#hed condition. -D JF c.x y2'i.2512 .equal, .eau er used. 1.�nm-► c., � CITY E N G I N E E F.C.t i'�u. (7) 'IDs joints dau be all, - to sat at least twenty-fba (u) heads befor! and stored an to site until hanishirq of materials is am,,leted. Delivery my B, At t!e and of the ls0 day mairntcharee Iver ied, au watering basins gn lana areas CD g� rix � _ / ba. CENNIPne Chea prommie is applied m the system on PVC Pipe. begin upon approval of morpl ms or as directed by the City. call be leveled m finish grad.- and ttr area shall be sodded with the spoCUiz W - M DESIGN STEVEN F R E N K E N 81 ASSOCIATES R"C 0 M �N 0 E D Construct cahcretm oaI eft loatlmrs shown on Plans a detailed, tsps to line and (4) After all nae sprinkler piping and risers are in plata ad corected, all A. atgmnic fetilizer shall be prooes-ed smwrge sludge wits a minima content of �' p grade, am approval by the local County gr City. Use natural grey Portland asrxnt rm.a.eaeerry weak roves Deer oomplgated and prier m the installation of It Nitrogen and 2t Rnapiraic Acid mimilar m "Nitrehsaus-. Method of y. �UM �* -I-/�% � �C 1 qJ7 WEST ELEVENTH ST UNIT F �- mx.sbv, I 2000 psi compressive strargth. Iamte expansion joints are detailed c c sprink]or heeds, control valves stall be opened and a full Mogi of water prorvm%J.rq shall rot dantrvy rhanel bacterial content. - f � shown, and ss directed, at interval not to eaQerd fifteen feet (15') . Finish Used m flush gout the system. After the system is thorcerhhly flumed, w , e . , De DRAWN h�gifE u , A. Cultivate all rout ares, to a ghspthh o! • Axis and olahris larger than 1 L � Q 0 r C , - .. with steal trowel, ten brush with bristle brush parallel to face or ?isms shell be orf and the tooted. B. W1 stabilized mawdmmt dell be bulk with the toll nitrogen content f \ UPI-AM, CA. m 171 - Pa ees)m. capped hftyectem phi tzagah , omni7r7 Qlemarter w#:+>:tr we l�ar�rt m the surface by cultivation atxll be r�vad him qj �/ L) e I Z<ti Qm-OF S e !!✓ones Ball be tested in before backfill I I an dry waiget: the ai:. )h cultivation does not break 1 ( ) Sprinkler no than six (6) halm, and sell at c daileakry for lgaperiood 0.71 for Fad-,:e- sawar.t hsps, a spike tenth harrow doll d< r 714-•�v`J-4864 8 p,,:is; i e:.lyd a mechanical meadia.✓ rr tractor. of C At� O r'' #2622 �c n n -o.- -- I __---OF --!mC_-- Upon comph ettow of all eo crobs work ad batbee final aocaptahoa, Contractor shall prcesm.vv. Curing the test period, mi nice i" test promm rn at the highest I CHECKED p� V G 4 DRAWING N0 L I - - - - --- - -- - �- -- -- - --- - - : - -is m all too, , surplus materials, appurat m, debris, etc., from the site and the point of the section being tasted, shall be 125 pounds per spare in3h. )` (-, site shall to left in a clean, neat cadition acceptable m the City. DATE 6 anon -796�� FILE NO awet` . - - SHEET 24OF 914 2 - _ _ _ "- -