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1028-L
DEVELOPER/OWNER RELCO INDUSTRIES LANDSCAPE ARCHITECTURAL PLANS 4021 11168EWOOD: AV9 LOS ANGELES, CA. 90004 213-6W-'96$ :jr TRACT 10827 -2 I LANDSCAPE MAINTENANCE DISTRICT NO . 1 VICINITY MAP GENERAL NOTES SHEET INDEX TITLE SHEETi 1 IRRIGATION 2 i Q a a PLANTING 3 Uj CC 0Q DETAILS 4 &g iX 0- m 3 NO SCALE i. An Ercroachment Permh shaJ� be obtalned from'the City Engineer prior to commencing any wo(k. QW = 2. Ail work shall be performed aocording to current City standards and the Standard Spedfk--ations for Public Works Constroctbn. SPECIFICATIONS cc cc WILSON AVE. l 3. At the conclusion of rough grading, an agronomic sQits report shall be furnishd to the City inspector and all such recommendations Ifrom such a report shall supersede soils amendment recommendations shown on the plans. MANZANfTA DR. 4. Upon completion of Installation, a maintenance period of one hundred and e;ghty180) days Is required prior to final acceptance of the SOUTHRIDGE DR. work by the City. Maintenance shall lndude mowing, weeding, Irrigation, pruning, raising tree root balls which settle below grade, fenAzlnq and applyhq such sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement. i EQUESTRIAN TRAIL. cie "ng end blusttnq necessary to keep the kTigatbn system In good working order with proper coverage. QQMncemsnt dat!p fQ tht Mal tons re p&rfod shall be approved In writing by the City inspector. 0,b*JrEF,&► - 5. Orfs controller chart shag be provided Uor each controlter. Controller chars shall be the maximum size the controller door will allow � LEMON AVE. " shalt show the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as-built system. Howe-rer, in the event the controllef sequence Is not legible when the drawing is reduced, it shat! be enlarged to a size that wtJI be readable when reduced. The chart "I be a bfachline print and a different color shall be used to show the area of coverage of each 19th. ST. station. When completed and apQroved by the Public Works inspector, the chart shall be hermetically sealed between two pieces of pLatstie, each piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape. These �1 ct�&U muss be corTQieted and in place prior to final acceptance of work by the City. i 6. r wide x 6' deep concrete mowstrips shalt be provided between all shrub/groundcover areas and turf areas. Mowstrips shall atso be pr'oyided beneath metal fencing and where City maintained areas are adjacent to prrvalely maintained areas. 7. Sidewric layout Is conc*ptuaJ o*. AWoval of the final sidewalk layout shall be made In the tieid and adjusted as necessary to rneet �+ MAINTENANCE RESPONSIBILITY MAP tib orirs as approy-ed by the Pudic works inspector and Project Planner prior to Anal canstrvctbn. CONSULTANTS 8. Application of arty chemicals shall be by State licensed personnel...AHV -:;,"Alt HAV1: A Ohl'GONTROLf.WI��oK. i�EcoFlf IEN Di�T'IOI,i TO VIP-V'T EYP l,Ic.'T IOW , 9. " trees within five (5) feet of walls, walks, curbs or other potentially root-damaged hardscape shall be Installed with rootcontrol _ barriers. Prior to bac3cfiNinq tree(s) planting, contractor shall have the City Inspect root barrier lnstailatbn. CIVIL ENGINEER LANDSCAPE ARCHITECT 1 10. No trees shah be ptanted within three (3) feet of curbs. 1 1 . Al trees are to be located: ten feat from any street tight, power pole, or reinforced concrete box; five feet from any drive i approach, fire hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any j water meter or sewer line. 'ASSOCIATED ENGINEERS, INC. STEVEN FRENKEN & ASSOC,. �2. G�IU� �tAVr,'W> rot, UI,Y rl�lur�NElV 9259 UTICA AVE. - 1937 WEST ELEVENTH ST. ( SUITE 100 UNIT F IP-raw 44Z-411�11 5:1 { RANCHO CUCAMONGA, CA. UPLAND, CA. 91786 0ii " `i"`'" ���� lr� G��o4N� �'�� Tw»i �`P'w�'`� � u'ir 2yo 714-980- 1982 714-985-4864 �" o H ax t r-tU E1i'� I I1 ��1 i1 Go,/� � i {}►µd ��e =I O O W h��IHUh �(i f>IN�q /—�f1�"IsIIti1`( �a�I�` ,-t�al� % {�I,L i�� 2-4%0 Q W LANDSCAPE QUANTITIES Im �-�- v)CA MO a G � o c oSOUTHRIDGE DR. T�T� P�GIzES I . o y ^ w TRACT 10827-2 Z ` r = EQUESTRIAN TRAIL. 2• To`fp.L ` . E`T. Ii•--I CITY h'l/�.I�TAIt,ll;D /�-�F�► 45r 3iZ Q` f DESCRIPTION OF REVISION DATE CITY APPROVED , . i 0 4 - NO SCALE 1-1 CITY OF RANCHO CUCAMONCI� -� I5 �L . �,�ES : 11, 1si''r o0>1Ii �9 O 0 I TRACT 10827-21 5'. Tc�T� TINA I L F�I�ICj� !�1 �t O �. � �... Z 6 ~- �-- LOTS 78-99 REVERSE FRONTAGE � 7. -rotAt.. 6F-ou "P 6oveg,'.z2#z-�ea , FT; LANDSCAPE AND IRRIGATION - DSC APPROVED BY �J DATE l�l.Y�IZIA JUl.18P,t�f,E�1 g �p�p NNK A,oFq r CITY ENGINEER �tcGC� a.�_ RC E NO. A/8%7 - --- �� DESIGN Steven Frenken & Associates RFC`rrIA'ENDE D C542A ONIA SILIQUA 9 Landscape Architecture 02622 � Signature DRAAN 1937 WEST ELEVENTH UNIT F Date UPLAND, CA, 91786 _-__i_._On ql �� CHECKED 714-985-4864 CRAwING NO F�FCAl1F0 �` - - - - -- RCENO_- z _ L y --- -1 � DATEElm ��— If FILE NOGwg065 /O /z 0 I NOTES e) This plan is diagramatio for clarification only, locate all piping. FURNISH: •erste CALSENSE 2000 CONTROLLERS AND MOISTURE SENSORS SHALL BE valves, eto. , in planter areas where possible . s)Full sprinkler coverage of all planted areas shall be solely the 1 . 6 BODIES KITH 4 INSERTS EACH OF PATTERN USED INSTALLED UNDER THE DIRECTION OF THE MANUFACTURER ONLY. *) Not shown 600 volt #14 gauge direct burial wire install in sane responsibility of the sprinkler contractor. 2. 2 KEYS FOR EAU CONTROLLER trench as Hain line. *)Do not willfully install the system as designed when it is obvious 3 . 2 KEYS FOR EACH ENCLOSURE LOCK MOI3TURS SENSOR LOCATIONS SHALL BE APPROVED BY THE CI?Y 8) 110 volt power for controller by others , verify location on site. in the field that unknown obstructions or grade differences exist 4. 4 COUPLER INSER?3 AND 603E SWIVELS INSPECTOR PER MANUFACTURER' S RECOMMENDATION. that were not known during designing. Such conditions shall be s) All wire splices to be made with "SNAP-TITS" wire connectors or brought to the attention of the City's authorised representative, 5 . 1 SOIL PROBE 36" OAKFIELD MODEL B equal. otherwise the irrigation contractor rust assure full 6 . 1 VALVE BOK KEY CONTRACTOR SHALL COORDINATE WITH CITY AND MANUFACTURER s) All valve bones to be Christy concrete with locking lids. HIS DATES OF INSTALLATION AND SHALL NOTIFY CITY, LANDSCAPE *)All equipment shall be as specified in the legend or equal with responsibility for any and all revisions. written approval Eton the City of Rancho Cucamonga. All sprinkler work shall be guaranteed against defects in ARCHITECT AND -MANUFACTURER 48 HOURS IN ADVANCE OF HIS • Back fill approval f with thera"If soil. workmanship and materials for a one year period. ACTUAL ON-SI?E INSTALLATION TIME. TRACT 10827-2 VALVE BOXES SHALL BE INSTALLED IN PLANTER AREAS ONLY. DO NOT INS?ALLYALVE BOXES IN TURF AREAS WI?ROUT PRIOR t APPROVAL FROM CITY INSPECTOR. REMOVAL OF IRRIGATION - EQUIPMENT INSTALLED IN ERROR IN TURF AREAS AND RB- INSTALLATION SHALL BE AT CONTRACTOR' S EXPENSE. .. w 99 98 97 96 95 94 93 92 91 90 89 14 4 N - < An - n n n n---- n n - A n n n n n --- n n n n n n n /�- n n— n . M w of Y J �� 'ir � D(1•.�j 1C�1� H U 1 5 U4L9 �_) +'�' �4 _ / f�Q•' I'�o1•� Gt�ILII► �J V V �- V- �'� V __ V -- V - V u Y V� . _ __ Y V �ry V Y V — - - V Lwa - V I° I.. 'w IIS V% 4V c-�.•tu-i f t - rYP• �C r r , TRACT 10827- 2 EXISTING CONCRETE RETA114ING WALL WITH/ 5' IRON FENCE 88 87 86 85 84 83 82 81 80 79 78 WALL��¢� FL I I� �d �4 I n A n n ,� n n n — n n � n n n _ A n �--- n - Uj r l V -V V - Yt V-1�=-- V V y Y V v V v I V V v Y -V v V Lu A7�" ». t �.L=.=1 �.=.1=L/ �.etaa MEMO M ...-t=.. WK.E" a=f.'.�i�-S-S.�.I�IS. 1�.�.Sm SS�.S�S=til=..Sl t =lam=�L ��. .�Y�Lfx /�.r��i �F.an� ���-.�... -1�==ice 1/ n`i CoXCO 64r- 1-- 70 4 7 -Tel 17o�i 20' EQUESTRIAN TRAIL t EXISTING PVC RAIL FENCE PER CITY STD 1010 - J w EXISTING CHAIN LINK CITY PRESSURE CALCULATIOMstL�� -- ---- - r 3 IY r WATER METER / I 81ZE 2r �' H CONCRETE MOW STRIP WX 6' ELEVATION v 9, v v bl�"�-N , �I �C,��✓ s�,�4o i_ W �Xj�r11 •tall t j aTATIOPREsiURM WGM, !'2 LOW W` SOURCE OF WFORMATION PHONE NUMBER 14_S 87-Z59 I _j DATE Of INFORMATION V a HA.L MEAN CLIYAT (REQUIRED IF aTAT)C PRESSURE UNKNOWN) Q LL IOM LU 2 TIS m > v t WATER METER _ SF.E--*A ' [wo ELEVATION (.I I1w79.910 — /1 .11 G= F� _ s .433. REMOTECONTROL VALVE A"Z 8121 � IRRIGATION LEGEND MAX#"DEMAND "A -- / ELEVATION Of Ic.7�•C� SYMBOL MANUFACT MODEL # 4- RAD PSI GPM DESCRIPTION � : NORTH HIGHEST HUD SCALE 1' 20' l Gol1r'!°I") I�ip.$ � � PRESSURE®ILQV. r77 oci P.sJ. V �.IpVIt� IfUIZ'g`71�=Z2�t�ll'h 1 S0� Zo �o l•W POP UP STREAM G�'I>�-`r z- Q �.Losa W IZaJ�IiWILD IP 12 �a Z2�� 90 Zo � o-P�1 POP UP STREAM Sr�Y� I�LHMETER 2•4 RAINBIRD EFA-CP-PRS SERIES REMOTE CONTROL VALVE(SIZE ON PLAN) WITH CITY I GAR.P. WATERBACKFLOW 0 9 APPROVED CHAMPION 30ORS SERIES MANUAL VALVE LINE SIZE WITH DESCRIPTION OF REVISION DATE TE VALV93 l FEBCO 825Y-�./ 1!"2."� REDUCED PRESSURE BACKFLOW PREVENTER - � 2" � MASTER o.9 l ( INSTALL PER CODE) WITH BRASS WYE STRAINER W/ 60 MESH CITY OF RANCHO CUCAMONGA PRE84 REO.(FALLOFF) M O N E L SCREEN \/ Gal�,f✓t<t E `1W -f 2 MAIN LINK k'-9 0 RAINBIRD 33DLRC - 3/4 QUICK COUPLING VALVE (3 15b i-F. O L MANLMItQ CALSENSE 2000-12 REMOTE CONTROL CLOCK MOUNT INSIDE MEUG-1 -M285 6ATOki F wit Rg1IpTtCONiI1q,YAEyIABBMSLYCENCLOSURE PER DETAIL WITH A RAIN MASTER 24PC PERMANENT REMOTE -. _ _.3_....,. 12l U F - 7r- LATERAL LING LO" CONTROL PIG TAIL '(F.{.F.I',{ol lE � rditJ k f-M OPW W I T4I11 �IJGLO62tlit� LATSIALLNELoa I•(r$ � �1`f�ENKEy'yo -���' j NIBCO T- 113 BALL VALVE LINE SIZE AT P.O.C. WITH SERVICE LINE LOTS 78-991 REVERSE FRONTAGE 13e44-0 Into-f BETWEEN BACKFLOW & METER RN II/Z I TRACT--10827-2 MTN"Lo"(10%) 2 p�yp�ySMiAt, R DETAIL Sigratuie ELEATION CHANGE(t) 4 �� {• ? Iii ts, Date - © WATER METER BY OTHERSIVz�� APPROVED TOTAL aYSTIML066Eit BY: DATE•��- '�� ��• ne,c �{ � � K��� ��-E�, .I/ �� MAIN LINE SCH-40 PVC 1 1 /2" AND SMALLER , 2" AND LARGER USE CLASS 315 CITY ENGINEER a R.C.E. NO. 61 VAL Ia C L PRENUAL'TO OPERATE WAD: -- �f � - PVC 1 8°DEEP SIZE ON PLAN SIJ �e�ll~I1T�fi� M (" I d � I LATERAL LINE SCH-40 PVC 12" DEEP SIZE ON PLAN DESIGN STEVEN FRENKEN 8 REcoMM NDED l� bL Z P Tel � F�txo '�- ly�l TOTAL PAEesuwAiGUIRMLOWUT " G ASSOCIATES UNIT F I �P ` PRF-M STATIC PRe —1 —9 OFILEt ., _ Il�t! (� Icy PAtstTREciuuTtlaaAassuAtprRlouRlo): j' alt CALSENSE 71 4-458-01 29 )K ��'fKJP J 0 L `W4 s-Le dA:*4"Td� DRAWN 1837 WEST ELEVENTH ST SHEET REOIDUALWATERPRiiiUR@ �b� To F >i t- t- s pP4,IC+� Pl�ln - Tn UPLAND, CA. 91786 2' or CITY REQUIRED REl0t1L WATER PRESSURE' 19 20 Pal e+ tvr e-4fr VALVE SEQUENCE 714-985-4864 #2622 (& GPM s {cj 04.40--4—W 1- 1,54 CHECKED NO DRAWING NO- VALVE SIZEIN�fi�s.I�P�'tlola Op "fV � DATE /l•/5' FILE NO4$�9 i a . L ui J TRACT 10827-2 � Wcc Q a w Q1 99 98 97 96 95 94 93 92 91 90 89 .s 0 A , LL , t i W s. 60 6 .6 1 i - r W -j • r- • � d• 0- • f 1 s" w• 1% rh • •r ri f : f • I � U t- a A - c Pe va*e o -sue- cv-O&Q. SV.I Yw-\ &,co kyn oyn-!o EXISTING CONCRETE RETAINING WALL WITH/ 5' IRON FENCE 88 87 86 85 84 83 82 81 80 79 78 i f x r r'• r W _ .. . I M i � 2 1! f 10 of r: � 4s Q .4i 7F ♦. N-1 ism 11011 � - X i X t t f x 1 co n I� < /v \���. -*G�5 ■ • X►h I N Ea • "rE • 't� 1' �E!lc. =7 = }b l ae :1 -TI rQU,ou)kk--j 20' EQUESTRIAN TRAIL i � o rv� t`1lNdl 1KnVI�`a e-f'TP`Ed- i� ��� To Lp � � �/ �t.El� ��I�ta�S �.,lt� IUB k- F{2 -f,a� �'�•�-• a1� �� EXISTING PVC RAIL FENCE PER CITY STD 1010 cre. F;yII.1L-j VIrw LofS '� - ►1-r -Tb ra-h,- �AL-�, ZI -ro e:JTgr - F EXISTING CHAIN LINK Fi v,- ljr. ho�T er 1714Al , , FL�o T bjZ- Pe;A - OVWTIuN C EXISTING MOW .STRIP 8+ ' 'rte r of'o`( I.iIJE 1.16j -fiU 06'eOT t4 r view-.;p • U11 'fit' I -t'o �'r ..�f4Y .� ut<1� # ►�c=i Lt WIC,o�!� i"I: 1. �rbt-n i r: � � > t� I► 'rt:�= =r�. . > Y �� �i i' - `(moi=IC, �, .�-E�� PLANTING LEGEND , SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANT th1W►fAt4tj TREES JJ �jPAGIIJ Hyl°i7tN(�( - AJ ALBIZIA JULIBRISSIN SILK TREE (MULTI) 15 GAL . a 115- �� v pi-r4lPC PISTACIA G14I49k0>15 0 CHINESE PISTAC40 15 GAL . q 46' Aq:�, 5 I�p.�440WI r. ll 1 Q UA 1 c^P-10ej TS_E-F 14OOX •ZS - ' L4E- Au, 'ua5'10 M A ntFool ou,, e-vP ZeT?- A410 I. AU6, NORTH SCALE 1'»20' �t��rlt`,c, • _� I't.il4L-Ec,. gwle.4r,c>$.l SHRUBS AU _ ARBUTUS UNEDO ' COMPACTA' STRAWBERRY TREE 5 GAL. 6#0f 7' ' ' �C � : q ; ,v GAL. 7DY , CITY Bp �� �a t t,�+ll'�>- .t�f,��I1>i �I�rjoN -------- �1, olYfaS LAr,"lr� GR M044t T�''a s All ��,5" DESCRIPTION OF REVISION DATE AvvRavto -------- rx ItiTI N c� O - GP.l us I}o �ir�u5 cwt Ott. PSL t� ;z 4�.->�� T�E' �� -a' op FiN;5111:v GROUND COVER CITY OF RANCHO CUCAMONGA 74-7 Iy HYDRO-SEED MIX ._ . - ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY b LBS . ACRE GAZANIA SPLENDENS GAZANIA B LBS. ACRE M - - -- -- _ Ext<,fit•�� ,. PEK. pETA•t t.. old ILIE�I�IrI1_(Njrl��u�lllt--11 fd`1 /�� ��',;�',. ��,a /�����,'\�r�.`_� r f�.,>•__� � � - - �8 •�E V ER��'' `._F._R_ FRONTAGE FIBER 1800LB ACRE .OTS 78 FERTILIZER 12-12-12 225LBS. ACRE�/T (Ptl / � 8 T= 2� TRACT t0 TKP<,T40 1082.1 hWeer I of 5 vI -`..'��-�.,.. �•�T'a jI..E�.�-7'�t,:�j '1�'1 U.E`�pi Cep.-C1� ��o kJ• i r'( S G s��. 7 S�3 O.G. _,,� -. . _ APPROVED 8Y: DATE: IIIIII AL 76 EkI T1! �l,o� par' PNDSCgp CITY ENGINEER R.C.E. NO. a/8� ; d� - II; As-A' EQUESTRIAN TRAIL SECTION WITH SLOPE � �PFR0KfvyF��,� ` DESIGN STEVEN FRENKEN & RECOMMENDED � I gyp' i ® ?�{aXA�d � `` �a G ASSOCIATES UNIT F Nlt�l� tt �'�IhE1�5 ,CD NrTl DRAWN 1837 WEST ELEVENTH ST SHEET. s. atureUPLAND, CA. 911786 !.2•/2 .90 *i `'t- 3 OF Date 714-986-4864 #2822 Q.% CHECKED DRAWING NO. ��I�,OFC�L1�� �F OATE //-/,s.�D FILEto�; 102. 3 -L { • SLIP BASE SOCKET OVER END OF WIRES I-cw- YALYE 001 1 C.L COVER 1. EQUIPMENT t0 It INSTALLED AT A MINI OF 21' FROM ANY STRUCTURES R hUIRDSCA►tNG. PIN TURF AREAS � WKfO '1RA16ATION aCv• BOX2. ALL ABOVE VOU+O ASSEMILY SMALL RECEIVE (2) COATS OF AED PRIMER AND (I) COAT WITH 2-6' EXTENSIONS AND 3' IN SHRUB AREAS 'CreNISTI'FL9 LOX 1R9 110^ F=TEK STEP 1 LOCKING COVER. B - — �� EXTERIOR (NAlEI • COLOR AS SELECTED IT IAINDSCAPE ARCHITECT. I FINISH GRADE LSterTRIP WIRES APPROX. 5/8" FROM ENDS-TWIST TOGETHER TO SPRINKLER - M- GLE PIPE t0 ' 3. WHEN UNIT IS REIT TO A STRUCTURE ((t. WALL, WILDING, ETC.) MOUNT TEST COCKS ON 13i4-SAI=. APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL SPECIFIED 1XttN 11111N /S' EIiS OPEN OR NOIN•STAUNaUAt SIDE. UF14 CAVITY WITH SEALER SCH 40 PVC MALE AWTOR ------------------��--- BACKFLOW PREVENTOR ASSEMBLY �- -�- Ian EXTENSION LINE SIZED BRASS ; �� _ BLACK STEP 2 �...t- SCH SO PVC UNION , BRASS HIPPIE - TYPICAL (/) PLACES { WATER-PROOF GATE VALVE _ CONNECTIONS ' I = JUMBO BOX PUT CRIMP SLEEVE OVER WIRE ENOS-CRIMP SLEEVE 11ASS NIPPLE BRASS 90' Ell TYPICAL (2) PLACES 1 ( FF EXCESS WIRE 5 PIPE — AND CUT 0 E 'b+q2.v-�ktE• CONNECTORS DIAMETERS — Ig BLACK RED 10 PIPE DIAMETERS /--PULL BASE SOCKET OvER ENO AS FAR AS POSSIBILE I• IN LW AREAS { — ELECTRIC CONTROL VALVE —' BRASS NIPPLE � STEP 3 � 3' IN PIA,rT BEDS �•---------__-•-- � _ I FLOW } — ( ( ) ?,'I L--PUSH SEALING PLUG INTO BASE SOCKET FIAISK GRADE I BRASS WYE STRAINER WITH 60 MESH --- MAINLINE PUSH WIRES TO END OF BASE SOCKET TO ASSURE _ MDNEt SCREEN COMPLETE SCALING 0a= CONNECTION BRASS UN1U 4 0 • ,1 +I ►IC TALI EXPANSION = G"THICK x 12• WJOE CONCRETE PAD ! � { J� STEP 4 i LOOP (HIM. N' LONG) 12- SIOPE(LENGTiOVARIES DRAIN ATRMItANIUMUM 2i ER) { . 2 ° — BRASS ANGLE 6108E � o EXTENSION RAN R N - WIRE ONNECTOR VALVE W/UNION ( FROM HATER SOURCE FINISH 6RAOE WIRE CONNECTOR �---FLOW d �jp �A1-� = BRASS RIPPLE •� '�p �•. � 0 � 6' MIN. V 4- 14?0 Ao PEA GRAVEL RAIN BIRD33 OIaCWIT1! YELLOW silluctullc OR v aG�� �► $ 3// MASHED CRUSHED DRAIN SUMP RUBBER CAP - SUPPLY ONE KEY HARDSCAPING AGGREGATE _ t? - PER 12 QCV'S INCLUDING HOS! ff Ric tl BRASS HIPPIE TYPICAL b0' MIN. SWIVELS. SCH 80 PVC HIPPIE � u (2) PLACES FINISH CRAD! • INSTALL IN PLANTER BED ONLY Is" Maximum °--CONTROL 1 CCFKN MIRES I I2•xl2'x12' CONCRETE = 90: COftPAC11011 FLOW SENSOR �� THRUST BES - TYPICAL ►JO SG E = REQUIRED (2) ➢LACES 1 ' _ - SCH 10 PVC SiSxT TEE PRESSURE SUPPLY LINE ;, SCH 40 PVC KALE ADAPTORS itOTE: ( ^ o TYPICAL (2) PULES O'• Q 1. INSTALL CONTROL VALVES A AINI" OF 12' FROM STRUCTURES OR WOSCAPING. U Q� LINE T4 SYSTEMS STAINLESS STEEL � • BRASS NIPPLE SCREW CLAMP 2. INSTALL VALVES IR PIM BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. Notes: BRASS 900 ELL MINIMUM (3) PLACE: 3. PUCE VALVE 801 AT AI•GMT ANGLES 10 STRUCTURES OR KODSCAPING. - BRASS 90 STREET ELL ✓ BRASS 90 Ell Tr➢IUl a BRASS NIPPLE - 6" LONG PL REBAR STAKE /. PUKE AGGREGATE PRIOR TO INSTALLATION Of VALVE 901. a (2) PLACES ' Cal sense Model 220P shall be installed in-line, one (1) per water meter,' ; BRASS 90' STREET .ELL (26" LONG) S. ATTACH 'CMAISTI° VALVE IOENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND ✓. with 2 feet of PVC downstream of the flow sensor and 1 foot upstream, ! VALVE NLMI TO CONT WIRE. pipe sized as per flow sensor size. Eg: 3" mainline, 2" sensor : 2 feet = REMOTE CONTROL VALVE ' { of 2" PVC and 1 foot of 2" PVC downstream and upstream respectively ; 2" - ►jo �1'� BACKFLOW PREVENTOR mainline, 1 1/2" sensor : 2 feet of 1 1/2 " PVC and 1 foot of 1 1/2" PVC. n , 1/2• ABOVE FINISH GRADE Flow sensors shall be installed ten (10) pipe diameters upstream or HI-POP SHRUB HEAD i1�1 = ' — �l All downstream from an valve, fittingmeter or backflow device. E . In a _ r " mainline, the Calsense Flow Sesor to be installed 30" either•side, - FINISH GRADE ---"'IITIII-I- away from the aforementioned equipment. CLEAN BACKFILL - SEE SPECS. FOR Wires from the flow sensor to the controller shall consist of one (1) 'E IIIIN MATERIAL. 90% COMPACTION REQUIRED black and one (1) red standard 1114 irrigation valve wires. PRESSURE SUPPLY z = — LINE FITTING I I I The flow sensor shall be housed in a valve box as per irrigation remote PRESSURE SUPPLY LINEco — control valves specified on plans and marked "F.S. ". (QUICK COUPLER I_ _ NON-PRESSURE LATERAL LINE: SCH. 40 No �L-E • - aouno�r-RE1EVAlVE 90x B COVER SNAKE PIPE, IN TRENCH MARrED 'PRESSURE REGULATOR' _ PRESSURE SUPPLY LINE: SCH. 40/CL.315 1" IN ANN AREA SNAKE PIPE IN TRENCH ' tN LAN1 BEDS 0 IT FINISH GRADE NON-PRESSURE LATERAL III I L INE S F ITT ING VIII I (I MARLEX 900 STREET y I �^ ^ ELL ���I� 1A1� — PROVIDE 2" OF CLEAN BACKFILL { 12' TYPICAL CONTROL WIRES - BUNDLE AND TAPE II AT 15" O.C. AND INSTALL ADJACENT SNAP-TITS' `� PIPE FROM METER PRESSLAE REGULATOR - TO PRESSURE SUPPLY LINE I � ELECTRICAL PIPE TO BACKFLOW SCH 40 PVC 90° STREET ELI, CONNECTORS I� PREVENTOR ��� MARLEX 900 STREET ELL FINISH GRADE I GV•• • y = 4 . SCH 80 PVC NIPPLE - TYPICAL (2) PLACES SENSOR . :"""" �' " :"•�""�"' ' ANTI-DRAIN VALVE AS REQUIRED — COMMON WIRE _ . •. • •: . . , . • . •;_ i CONTROL —TTN- : : : : : : •��: .•q' ..' •: • :, NOTE: NOTE: VALVE _ CONTROL WIRE BURY WITHIN I 1. LOCATE HEAD s• FROM WALKS, CURBS, HAROSCAPING, MOW STRIP, HEADER BOARD, AND 1, PIGTAIL AND LOOP CONTROL WIRE AT 90D CHANGES IN DIRECTION. 3/1' WASHED CRUSHED AGGREGATE EDGE OF LAWN. '\- RD❑T SYSTEM BASE 2. LOCATE STREAM SPRAYS 6" FROM ALL STRUCTURES, Alio SPRAY HEADS 12" FROM ALL TYPICAL T R E N C H I N G \ ANY LENGTH PRESSURE REGULATOR STRUCTURES IN SHRUB AREAS BUT 6' FROM All STRUCTURES IN GROUND COYER AREAS. No 14 AWG WIRE MEYERS : 3. USE TEFLON TAPE ON ALL MA THREADS. TO SENSOR MEuc-t-M 2efiENCLOSURE HI—POP SHRUB SPRAY No �� _ ELECTRIC METER �p,NDSCgp -' COLOR CODED MAP FOR VALVE ROUND CoA/C. VALVE BOX & COVER �Q�� �FRENXE,I,yF9,P I-- — — — LOCATION INSIDE (PER. SPEC'S.) MARKED "IRRIGATION GATE" o CWIVA 2mo Co%NROLt.itR "CHRISTY" FL8 BOX & FL80 LID (OR EQUAL) C� ham` •�, y SENSOR I WALL MOUNT CONTROLLER - N r I I 1" IN LAWN ARA w m MOISTURES SO , , I MOON? WITHIN ENCLOSURE. 3 IN PLANT BEDS FINISH GRADE Signature NDAL� L _ — _ J 120 VOLT WIRE IN RIGID STEEL * l� /1.10 CONDUIT (PER LOCAL CODE) Date Q` ON-OFF SWITCH AND 110 VOLT EXTERIOR OUTLET TO BE PROVIDED BY �i`�� _= r — — CONTRACTOR. III -I 9lF�f CA11�0��. i I I LOCK NUT II 1 I ( COlD10N WIRE/CONTROL WIRES IN 3" ILII FINISH I GRADE 8., SCHX 30 XV4"CONDUIT URETE FOOTING j II I� I — — MIN. 2 INSTALL A MINIMUM OF 3" ABOVE Z CITY GRADE AND SLOPE TOP t0 DRAIN - DESCRIPTION OF REVISION DATE APPROVED o. . AT A MINIMUM OF 2% co �— VALVES - COMMON WIRE I' CITY OF RANCHO CUCAMONGA OF 12 DIRECT BURIAL WIRING TO � BRASS �►{( VALVE , / — VALVES: BUNDLE AND TAPE EVERY II I WITH BRONZE HANDWHEEL - -• 6„ LINE15 TtREHCH,IN57ALL WITHIN MAIN -. . CONTROL REFER TO DETAIL NO. LOTS 78-99 REVERSE FRONTAGE WIRES NOTES: - i i v _ TRACT 1082-7-- 2- -- u�V ; S•-G J "O� r • �- I I I CALSENSE 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES II °�•���o° ^�c"•��°' �` o° 3/4" WASHED CRUSHED 60 J AGGREGATE BASE I ! ' ��p LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCSIOtJ 1 o� o�.o Qos o ` a ; • FINISH: 2 COATSdddri�WN1te SEMI-GLOSS ENA?1ELCOLOR 9Ep�C11r' i0 � � c� �• p o, ° ` NO. 1 Tt�1 42 Z. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED 1N COLOR. -'-- WATER FLOW I 1 3• NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. A APPROVED BY: DATE:12-11-M � N 4• CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL SCH 40 PVC MALE ADAPTORS VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. CITY ENGINEER RC.E N0. 2/ / f SEQUENCE SHOWX ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR CORRECT VALVE SEQUENCE. DESIGN STEVEN FRENKEN & RECOM LADED S. RUN ONE EXTRA WIRE (COLOR: URANCE) TO FARTHEST ACV - FOR FUTURE USE. G ASSOCIATES { MASTER MAX FLOW r�aH BACK-FLOW WATER 1937 WEST ELEVENTH UNIT F NOTE: DRAWN SHEET VALVE SENSOR PREVENTER M TER X UPLAND, CA. 91746 4 % , 6 owl1; log STP FEPC.O PZ5T Iry I ye MANUFACTURERS' PH. NO.: (213) X24-o.so 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1�•D• —oF — , IN s1 CHECKED 7147985-4864 '�`0622 DRAWING NO. POINT OF CONNECTION Ho a CONTROLLER �o sc��>✓ GATE VALVE No L_E s.F. DATE _��' FILE N0�894�9 �ozC�—� 5 H��f1,57 OI%�, PCC V-DITCH AS SHOWN ON PLAN I. STAKE TREE PERPENOIC'JL AR 'O ►tE�►;:;�C, WINO. 20' PUBLIC DEDICATION , 2. PLACE 'GROW-►OWER' TATS IN PLANT i CONTAINER PRIOR TO PLANTING FOR OISERVATION PURPOSES. PVC FENCE PER STO ORWG. 11010 WOW STRIP 4k"1;c hfl!;�� G,I't�llitli 2-4x SLOPE - TOP OF STAKES ON FINISHED SURFACE = w1lN TRUNK .., galr4 (A) C\W A T%S% %PW-W 14" Aft gl FOq cm ST0.GtC T4!<K Y 12' KAXIML04 ' ORIGINAL GRADE APPROVED TREE STAKES i\ 'XI INN; /��\//�%.\\/ / /\\/\/, I_ I (2) PER SP E C I F I CA T I Oft S I _. _ I CONTAINER ROOT BALL C ' EQUESTRIAN TRAIL SECTION BACMGH IPER SPECIFICATIONS � l' BBEERNMI iIGHTIr COMPACTED IN PUCE TO FOAM WATERING BASIN r tl L—*\w r M1ANUF ACER'SL R EC OKXDAT ION S Z I►� ANT � PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALI B 12' BELOW THE IOTTOM OF THE ROOT 6-o Nc-v fl-m now Gc! IALL %i IZAV114-7 NATIVE SOIL ` A DOUBLE STAKED TREE ON SLOPE dp N 04pw:"s IECLt�I�E r�-/rz�TV:�;) I �►Zo�/I�E Gir:o�?.E �D►I.l'1.5 @ Ip_p I ®.G I �gl I�ITc�h I►�nU� i%�T E��.�151 a I.1 �I� r CONCRETE MOW CURB BETWEEN i— •')'F-m :--- jl I _ wZ--fti�l u�--1 PRIVATE & CITY AREAS rpt -- > ►!, "�,I,u•�WF�' — n n M2�lptl I"croZ4_7 � I�I�I��r►�u� MAI W lit =1"jjj►- l nj��j�t�((� �n 11iU(j Iv 1 -- a `(_� 1' I 1; -111- lwT [J�L.� (2 ►M•o 1J Alli I �j1i;wLl, lif o I i= k (II�T�IIGI1.1% f In f"i V Idc�l�i �y l,cv;1,1.1i+1LT (zcrrl=�l ��" �tx�G a� lcoT 1.. �v 11 G•la.��l- V- T mow. B SHRUB PLANTING ON SLOPE DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMONGA LOTS 78-99 REVERSE FRONTAGE TRACT 10827-2 / r �ct,� ,��aFAEncxEy 99� APPROVED BY: / DATE:6&P-10 t? y �, CITY ENGINEER a RC.E NO. a/_ e LIJ tole i7 DESIGN Steven Efenken Associates RECOMM NDED '1K /Zy2'QD *+ GE Landscape Architecture X2622 �,qlF Date ��\Q DRAWN 1937 WEST ELEVENTH UNIT F SHEET 6 �f CA00- UPLAND, CA 91786 5—OF CHECKED DRAWING NO. R.C.E. NO �� DATE ��'�J`-90 FILE NO «tO6S9 I . (6) At the conclusion of the pressure test, the head shall be installed and 0.74 for Fir Sawdust i R R i G A T I O N ted for in aamrdarne with design ream i ry■hats under noml 1.0% for Bark or pins Baric Or Mixture a. Areas to be planted in lawn shall be finished smooth to present a neat and operating Pry!• trantractor shall verity rind presses with pitot utif®grade prior to installation of sod. as lawn bad stall be in�by CONCRETE the and adjust valve to correspond with design pressurv. C. (S32-ri of fertilizer shall be delivered in sacs with manuf„c,,,-er•s label � City to detrnoins suitability for planting prior to Boiling. Contractor . D.. statin=g weight and analysis attached to each sack. shall, obtain such approval before so3iing. . I (1) All nozzles an stationary pop-1>p sprinklers stall be tightened after !. Jk'tkm3G 19dX231 a C. All sodded areas shall be y tatersd. Iewns ars to be kept L BctrPs on lateral installation.lire forr All sprinklers having an adjustment stem gall ag continuously by watering wed. 1. Proper radius, diameter arad/er gallonage. A. Tragi Banish all materials, equipment, a�yi�, vision, trarspCstation and labs I (2) Sprinkler heeds and risers shall tae irstallai to details. shall be as per plan. Ptunids and install all amcrgine vatic craoplete as indicated m the drawings and specifications,t pe service all •,,i�r�aacd�a�l�oOsel�drawings and E D. Jlen latish groes that d0 not ataw a prar�t catch or grass shall be z,f9aidad at amortiinnl B. Tisa tar tuoldiug trees &all b as per plan. t��Y irtervalm ult.il an ameptahle stand of amass is aaamrad. xpe•-ifiai including: materials, and installation.t wtran. guarantee, 30. MaDna ALD B= PKM%RxX 2i i 20. ID1�p I A Furnish and set a reinforcing (i) t>,aads `Parate P"'OtO Control rt recomum dedd shall be adjusted so by the heed manufthe most reacts acturer. A. tYrntractcr 1s to rinLdh I A. > dt.t., otcing steel, bolts end arx±xxs. 2. 13MM S ALD 6 Jute r•�rtrvl valves Ball be grade to within 1/10th of a foot or 1w below paving Y after Ping, water shall be applied to each tree by meens of a B. Install all items regrited by ether trades whips ars tO be cast ionto concrete. A. 11he irrtent of the and s by the gusted so a uniform ung areas of water where paving exists trsee. The water stall be applied in a moderate strain. in the plartixg sprinkler beads to the Planting areas fez each until the material abort the roxmts is completely saturated from then I � Y I Dr. sprinkler Specifications is to irrii,�at. gird spekify, a individual vales �e soils stall not be worked when ttr moisture contest is so the bale to the top of the ground. nzaplhrte and efficient r5hrinkler irrigation system. great that o ive' compaction will oars, and not wdrn it is so dry that dust C. applicab eexhr strips, taotitgs for: walls, lancing, benches, etc., where (2) 5��=% lves r3uaLl be yet apprmamately 18" Etta walla, !subs, gill Lara in the air or that clods will not break readily. Water Ball be B. Plants which cannot be watered efficiently with the misting water system shall I applicable. S. Plot dimensions are ate. m-stractor shall carefully check and verify i phsved areaswtheraapplicable. Vertical poeitic ith he Plpltai i! rhacrssary to pro ice idealmoisture sennet ice tl t l t and for be��by mearB of a hose.all dimehsims and shall report any variatra>s to the City• ves shall be soda that 2. t�AL C. Due to the scale of the Drawings, it is not possible to indicate all offsets, : oathove moo)[ tap will t flush with the planting. settled finish grade as a.r+*,"t.,.Yt atter the turf is established and ]" C. ) fittings, etc., which may be required. Cant.nactor shall caref,tty ir,u, gate I 9ra+d owes areas. C. Prelim-Xy Gradirg shall be dam in such a manner as to require, to )map sufficient wad wept at all times, Well below tthe root system of I water in quantities, and as often as Reaartat ooditiuss I anticipate the finish grading. M=ess soils shall be rued or redistributed grass and planting. Care i:; to be taken in watering slopes so as not to cause All wall ts ofapply rare#ir.zR 3.31, standard lr2tia6 far Public works �e �`h�a1 and swings ars generally elf before apglicaticn of fertilizer and ��. � soil if t0 be replaced by i erttainl�• i specifications affecting all his ti@dC and plan his I F. Valve B�oes construction, stall app1Y ox>ep+t as specified herein. � too�Y- Drawings dna c sh shall diagrammatic a� indicative of the (1) Valve boxes shall be set Orbe--alf inch (J,/2") above the designated finish peforents and matin of far oe shall be mulch. so that wirer finish gra lac has work to be installed. Tie voric !shall bo installed in the most di.-act aril 4u 3e in lawn areas and two inches (21) show fins al ¢oda in c)rviad ower L:-g n, there shall be no deficiency in tt:e specified depth of m uldi<_d plant...y D. 1 .lowpug the plarntirq of g-vcztd cover plata A^--' in tlats, each plant ,rhrima.ltwe manner, so that anflicts betue3t sprinkler systems, plartittg and arms. Valve !moss shall be plao>ani in ground mean masa wtherever bads. stall "O iumediatel2 a-d thorvc�.• watered by max-a of a hose with a slow ]. lOuT2LUIJ ar311tectaal features will be avoided. possibareas. _ running strum o=Water. ]. SERVICE lANQAh3 grading, all weeds and grasses 1 A. Portland cement shall oormf®to ASDPL150. Type I or II. (2) Valve bmaes installed near walls, nuts, bsade>boerds, and paving stall D. dug out by the roots and disposed of off site (exert those weeds and 21. TREE B'DUmU I B. Concrete aggregate stall cvtfOrn to ASDFC3]. Ctrtrac'ar stall furnish two (2) service aa,ads to the City. Ma^uts may he lase be installed 12" Etta those items. Ttp surfaces Ball be flush with r'ss's not Of the oerurrrial type, less than 2-1,/2" high and not bearing seeds, leaf and shall curtain azplete exploded drawings of all eja p� installed items listed above. Mich may be turned under). Oats more than 2-1,/2" high and rot beasinng seeds A. Stake all non--guyed trees ac time of plant'rg by placing stake in the C. Water stall be clean free from acids, alkali oil or �9 and catalog numbers , say be honed oder. perennial weeds a� tole and driving it 1B" into solid prepared I i , strong organic matter. agtogether with the marufaciiue s tame and grasses to be rtamnvei inrluude, but �"4 ground. Plant the tram as close to the address. Additional 4 ets shall cover Operation irstrvctior; simple enough to be G. Lir(k A=!le-r TQpdiah and L3gt llaf fan are not limited to the fcldwing: stake as passible WiUlaA crowding the runts. listen the tree to the upper gird D. Admixture for all formed amcrmts stall be SIKh Chemical Oorp.In "Pla•t;ma*• under'StOOd without specialized knowledge. (1) The antometi- controller shall be installed at the approximate location L- sttkoa in at least three planes using V.I.T. Braces or cinch ties (see i or approved equal, applied in strict accordance with maruufacthuvr's directions. 4. » w++ DsDgs shown onNut Grass Puncttae Vine Callas Gass Mustard Plant Drawir�)the Plan. ming Alfalfa Grass Wire Weed Morning Glory B. drying j built" Augustine Grass E. Reinforcement: reinforcing steel ASDi-Als and Asan Amos. talltxw.eJ Z'V-{t•(�Ec:-T (2) All local and other applicable codes shall taloa pryin W ataic: ASII4-A185. Qxhract- st-11 procure f- the A, a sprinkler layout and sarin the exact "as the 110 volt el ca service to the controller. The City s hall provide (1) Protect bark Of tree by catering wire with gram l/2• diameter rubber hose. to cantm le:. Ou ntraCtcar stall arrangement including locations of all pater complete undo-tp t0 a�oller. E. A11 arms shall be scarified to a of 12 indhrs below 2 " ' be shown Exna e..oitt ��t idled. locations shall P�=J depth �� with ( ) Q� to be arr<'horvd by 2'hQ'hQ redwood driven IIudd► with finish grade or F. pyp y identified petmsnet featrues such as the Of the h"xa" galvanized saithkler Heads, spacing tripper teeth no greater than u lunches an neater Fsignr to gal Pix in �Y area, ar equal. (1) lumber shall be "oorstrurtim grade" d auglas fir. b� r9s, a walls. The "as built" �awiugs shall be drafted eployi.nng a (3) Thhere shall be to • Placing (]) crag twines stall kine /12 ga. galvanized wired. Mark ' scows coverage of earth (18 rairwimm) over the 24-volt axditiones and fertilizers. All tock and debris >sue than 2" in diameter guys with 3 -•o" lag I �t " Prior to final inspection and before final payment, the lar cRtrol valve. Irstall wire in trench and to main lines an side of diameter ■ (2) Plywood far farming o! axhaete w411dn is e>posed shall be Plyform. All am built drawing stall be delivered to the Cicolored Pipe at 101 intervals. �` stroll be removed from the site. 1/2 o be igh pipe. plywood used for =amintg stall be at least 5/8-inch thick, and edge "a-alt" the size of the controller box with velcro backing stall be submitted to F_ -If srinkler system is installed after (a) iY lines are to be tightened to fiva tension. H. Control Wire cJzadttr, and fertilizing is Dparsirn joint filler shall conform with ASII4 D1751 (pr®lied). S. (1) All elm equipment and wiring shall axply with local and state to t��, r P � of the bg fired, stall be retitled and fertilized u• s G. turn r1' codes and be installed by those skilled and licensed in the trade. specified for fibs area required, to oaf® to the apecificatiore. All trellises and stakes are to be removed from Plants and the Plants shall be 11. BOIL Como¢TDiNEM fastened and trained against fares or valla as directed by the Qty. Inose sprinkling equipment, operating keys and spare parts will be furnished by the (2) Connecting and splicSng of wire at the valves shall be u i 4. CCK=7E Contractor in quantities as shown on plans or in specifications. u+�4 a � Sihap Iite Corrector. SZali�{ w of wins outsigie valve A. In all Planting areas the follaring application sh071 be made 1,000 sguare 23. C22tTIFIC a= A. Quali 6• O boxes shall be approved by City inspect-prior to installation. feet of area and shall be thoroughly cultivated in two directions into the tap i I (1) 0-tractor assumes r> ibility for the des I. Bbckflw Prevention urite 6" of soil, and the ares watered down per soil lab testing r�hdatiom. addition any Other oertifimtes specified, Contractor stall furnish a specified ultimate and guarantees the A- The mire The backflow Certificate with-acs delivery of bulk material, stating the Douros, quantity and strength as indicated or specified therein. as to u®fardel ardor [tall be ucoditraaliy guaranteecd by Ccntractoz prevention units stall be installed as ahourh rn Plans and Details. B. Prepare Doll mix for backfill in pits for trees, dtr,ubs and vires, other than specification regi{r�a>ts. type of material and that t:e material conforms to the I wcakman:*4, including settling of backfilled arras belowazaleas, ferns and palms, as follows: t'-•r bulk delivered Organic fertilizer, ILIM Certificate shall also state th►volume, (2) Cons crete, minim28-day ultimate stye gth stall be 2000 psi. work. kor a period of me net weight,(1) Year following the date of final acceptance orweight, pero3nt cf Nit_-vge: w.3percent of Pthospthorie Acid. Por each 1 I Ataort,/bbic yard: fertilizer and soil ootc:itiaher, in containers, a sim.;ar oertifimte or innvoiox I (3) F>rsady mix acrtizete mall conform to AS D1�4. I -hall be fluni-,, -� statinzg tonal quanta-les by weight and vnlLr,m for each ,material. within One TYhase certificates shall be ' +tted to the �H. adjustmentinin p+..per valves athe date of ourplec_iah, yettle�et omu-s, and 60: by volume on-site soil City Pc!� to the start of the B. Pruportios and ourz stent. Pro h °r bring LANDSCAPE CONSTRUCTION Fertilize soil lab i sot by volume cmgarwic amesndmat s"_rntes><anoe period. ' t� ® or P�'or to the level of the pe»t grades, Its without per testing recommendations 24. lv'u2ECr" (1) The ,s cf aggregate to cement shall provide a dense mixture which as part of the vcric oder his contract, shall make a Will readily work into all camers of the forms and around all nctra cost to the City, incluiiry the r»traratrOn of a planting, damaged planntStg, rootPlanheug pits shill shall ll then b twine the cumene: abo e. A the � er the Ct ntractor mall carefully arta oontinu�,ly pro:act all areas inelu i-4 in the j reunion-eme•+t- wit'nit any segregation of the materials, cause excess free paving cr other in¢aovemernts of any kind. zootLali. SacJcfill shall tthen be added as wtlired above. Add fertilizer per �.�, i^tuiirhg plant materials, fences, , etc., until final ao�Oet*.arhoe ; i water to collect an the surface or muse excessive bleeding of the forms. sow lab testing recimexdatras. cZ the work by the city. I C. any difficulties develop within the specified guarantee period wdlic: the 1. OMPE 1 (1) The ra�eded practices of the America OoncrEGe Institute stall be Qty fuels nay be due to inferior material and/or workmanship, these C. Prepare soil six for backfill in pits for azaleas, ferns and palms as follows: 2s. loin I. inc ecu in r applicable pruabs on;rad The maxim-sslump stall not cameed for of than City stall be immediately corrected by Contractor to the satisfaction T2he vwik of thio section irrluies all labor, materials and equipoatt required to �] nursery d �2B inches for foatir►gs, slabs angade, arca miss oanQete, 5 inches far of the City at no additional cost to the City, including any and a other ate work indicated m ince pert®er3 in ag fired to foundation walls. the )heat stardom or drawings. The Work Shall be. with sail defects' practice relati.ng to the various trades and under the 1/3 Card- ian Peat Tors A. Ount-ator shall maintain a sufficient nmzber of men and adegate earip ,s& to I I C. edam 7� 1 I6 i ctotiunxaus supervision of a competent foreman, capable of the Thr ear<xete quality, proportions, consistency, etc., is subject to the MAIIN[II EE PIPING wIIL HE UMED PRICK TO DCSM.LZA GN or and these specifications. The work included in this ee_ti is as�follws: � Lnamite of Ftnr�t Hu>mas perf® the i.®k herein approval of the Q e� no , AT 150 PSI FCR 6 Hu_u1 S MIN. D. Ttwa soil stall be uniformly blended in an area dalart mai it kxruttvl oto o! City, changes shall be made without his price written A. Pine and Fitttr Fn�� Y adjaoant to the tseesees, 0 giirgg,,•a gam,� faropl lawns i e fertilizing �tS uhditg giu rniwvters, atutmts a� I Finish Grading for Planing Soil planting work and shall be accurately proportioned us and di,aeaces, latah, Na.interarue, cattai.rher. Uhused eaavated soil stall be rtmwed from site. Protect the mix apxpuoval• Prepare Plertirtg, including a suitable mcg¢irtq , m, Fertilization, ght 854 Pied Brass. Fittings Guying and k�alieringD el surd CerllaAmnctias, Guarantees, Clean W, Stakintg, P plants A. Damage to any planted area n*All be repaired imadiately. Dsaessions caused t1) J�TSC->§ass Pix St1d11 b@ IPS standartlei LScou water until it has been placed tut backfill around xi a-p,•1 t artier.hR j l"; vehicles or foot traffi- shell be filled with topsoil, leveled and - I S. >t tshall be with standard 12s pound cast brotre threaded fittings. 12. p+7� �y replarted. Exterminate gcp'.---s and males, and repair daazge. :. uaPpvvl►lhs A )?tom for concrete work shall be either manor or wade Ponos that are vanpai Schedule(2) x�io-Pipe that is used for control wire stall be PVC cor>Luit or that do rot have a moth straight upper edge shall not be used. Fame Type 1220. All wires Nader paying shall be installed in PVC A. All sprinkler work stall be When 1��Y grading, including weeding and fertiliz has been C. �e entire ,ect shall be m intaind for a inspected and approved prior w fibs start Ot anyung, let,ed and Pro` period of 160 days Qa.s.+..z for stall be set with the upper edge of the board true to litre and grade and shall cult. work. the soil has dried sufficiently to be readily wed, a lawn. and plantintg areas city. the time a items of work terve .*,eat leted to the msatisfagtig.+ at the be staled rigidly in glace with stakes set not more than fors feet (41) apart stall be graded to the elevations indicated on the cravings. Grades not oG`tecvise D. The girt shall )b mead for in a teat clean ouditrrn at a time to the so as to remain immav&le throughout the acrtstruction. All fps stall be (]) S. Prior to excavation for planting or placing of stakes, locate a utilities, indicated shall be uniform levels or slopes beb.een points where elevations are Prof , i approved by the Qty within a tolerance of Ore percent (1t). All materials a �"t P stall be aocsately and ssctuately weighted and mixing serail continue until the (b) Outside aia�engin Of pipe shall be the same size as iron pipe. vires, and all tslines,tet line, heads, valves and be Ci if satislactirn o! the Ci i I II Gale I given. Minor adjustments of funnies stall be made at the direction of the ty. , I utility proper pcon fli t b may City, ra4uired• 26. I,?")9LINs2ZA1C8 I distribution of anterial s uniform and the mass of cQrrete is tu�nus. (c) �x shall be marked at intervals not to earced 5' with the fouwug � e� In the event of a conflict betaet each lines shad infomoatich: Marufactzu>'r's name, -niin l pipe size, PVC type and Plant locations, ps,aytlY notify the Qty who stall arrarge for relocation for Finish__cF� shall be a smooth, even and uniform plane without abrupt flange of _ B. rwa and me-ball (2-1/2) gallons of Water per comic yard mall be withheld ) approval and e®ercial stacdard ane or the other. Failure to follow his prouadcue planes upon C reactor the m a the remodeling Y da f rb ��there �1 �� designationgrade ( CS 207 schedule, ispsurface drat stall be directed tto aw o natural drawings y Water, and redone o>wa to threetime �°�lY L-cn the mux at the plan, and a or a pertirn may be added to the mix at the responsibility los, at his owns ex¢hepse, � nrry and all repairs for damages 'agea+ings by irq the lawn until final �er,ta ice the Q , 1 jab site as directed by the Inspector. � arc=ane shall ix mixed at least s d) PVC Schedule 40 suss not be tttr$-bird, resulting from vcnik t,e*,*.., er, surfaces to facilitate the natural "rhawlf" or nater. law spots and poc3crts stall to mt.+tata �, {Y,_ minutes after such water is allied and not less than 3 minutes of this time (e) Fittings stall be PVC schedule 40, Type II, NSF approved. be one inch below grade of adjacent pavement of any kind. Grading stall be date i stall be immediately prior to the disc arum of the batch. Total mixing time 3. gmlatrtia AND rt»! when soil is at clrtimm moiab v content for working. H. lrrtiliring - Apply 16 6 at a rats of 5 pounds per 2,ODD square fact three i 1 after ori nater stall be at least IS minutes. 20 tR" Clacs y (a) � Press.s�e Ironed PLr�w ,� 3 st ,ld weeks after ir.rta,ta nim and Water immcdiatel thereafter, adding gid 1 70 (PVC S,ia(ale !On Plant materials shall be furnished in the quantities and/or spacing as sha.n or 13. 1�rD Q YSALriT1O ALD llkf� FAOCESxfatE C. Concrete which is not placed within 90 minutes after the intruihdir:h of cement (a) Tyx I Gale II �4rrn Prated Pipe, toted for each location, and call be of the C. i and Pest Oxtrol - Per Qty inspector i (b) Mate-inls shall meet the �ffi' ��' ��' �•• aS and water, and cuncrete which has stood for 30 minutes after leaving the mixer, regrix tents yet forth in ASR( m7a4-6(yr. symbolized and/or described in the "Plant Material , m true apexes Cont (c) Outside dtar,aoter fid• as i..iin..t.a A. No planting stall be ace until a tial in tr,ct.im with the stall not be used. of Pix shall to the same size as iron pipe. �avirrga. sae Qty has pieprwxad this list Only as a Culvelienkhe t0 QxttractQr and installation of the npain kl- system have been completed, final grades have D. "'fig - � loan stall be sQ.ed at a height of 11/2• with a rotary soar, (d) pipe shall be marked at intervals with the following information asames no r q?unsibility for its aaauacy. The Iardscapte Oartractcr is to verily been established, the planting areas have been properly graded and prepared as a7�PP�with rollers, before it rtadhes 2 in ihei¢t. t]nllect grass clippings specified, end the work approved by the city. �smug operations; and remove r the site. _ .. to exceed 51): hSarnufactuu,e's name, nxpx11ra1 size, PVC type and all sizes and quantities. ty• I 6. �tvEYDG AHD PLACING grads (i.e., pVC 1220) SLR rating class, Wr apprva•al and ,=,ucSal After sods , the of the stall be trimmed to a neat a unifc� i standard designation CS 256- 3. 4. y or >m ALD�TTIaB B. � relative positinn of a trees and plans is subject to approval by the cutting, � � - ( ) PVC Type I stall riot be txuaded. Cityand Mall if line. The lawn Ball be mair.tair,ea neatly ata times. A. Before pa wing a foams stall be y cleaned and made tight ` bottom of trenches &hall be wet down before pouring footings, earth shall not M PWC fittings ehall be PVC approved. Before proceeding with work Co tx for stall they • noO�Y, be relocated as directed as a part of the � Y Type II, Sdhed.11e 40 !SFDdmetsies are arxear>Yimat., any . Contract. be mxidy at the time of pouring. Concrete shall not be placed until (g) Solver shall Indt2stria be /175 Gay TSF approved as manufactured by verity a dimensions and quantities and &all immediately inform the Qty pf any 27• ALD�ARta)aiDtffiA2+Cs yduemical Service, Gardena Chlifmnia. aha .Te.ie.R bewe'an C. All plan"- &all be removed from their ountainer end set so that, when settled, reinfcrvrssstts, rough bandana, and forms ora appapved by!fie City. (h) Caution stall be utilised in band]' drarirrgs er v t ere is specifications;a gird actual until appr NO . �? Type I Fix o3.he to the wscadk &hall be dors in any area where there is soda a diDcrfpartcy until apprvtral they bear the same relation to the required grade that they born to the mutual I A. - Nov glartirzgs stall be watered ace per day for two (2) weeks after 1 B. Before depositing new concrete against old ouncx-ete, all laitanoe shall be possibility of cracking or of splitting when chi or handled for same has been given by the Qty. gra before being transplanted. Exh Plant shall be planted in the canter of installation- lieimoe watering to every Other day for the next two (2) weeks. I removal and the surfaces LO the embedded !1e Y- the pit and backofllled lawless OthhP2 viae SpOcified with the soil. Too ( ) per _ Carelessly. surfaces -11 that be covered roughened oemet grout, using the spcecl ied mix with (i) W� �'e-�on is plastic to metal, male adaptors -all be used. S. soil in ar33y condition stall be uusad for tackf ��� mss- Water thereafter three 3 tum s week aril final o fill ing will be 1/2 of the course arggnaiate omitted, 1-1/2 inches thick. The e adaptor J shall be hard tightened, plus one turn with a strap Pitted ahuud trunks - stems. WP_-,A ( -A-14 �'i Wj.t� "O B. Z=L!li?••tim - Fertilize three (3) weeks after plantftg with s pounds 16-6 8 . oacpound shall be Mex 1,000 spare feet, fertilize thereafter Type II. A. A11 isspectias shall be )gide by the City. Gtrhtr-accar shall raq.uest inspection ��k��' � every thirty (30) days• at least two (2) days in advance vt the time Conveying and placing of concrete stall b. acne ,m ma to prevent separation of H. inspection is required. C. f1i9e and Pest Control - tar o=7trol of al __ inC. cbrgztxiiatts, and in no case scall ttr_see fall exceed 6 feet. Trwmies shall � D. The Qty shall supervise the placing and Plant-ung of all plants. Cwogs and snails, apply Pelletized I be used as required. Slrteces of concrete shall be kept reasahable level with a. Inspection will be required for the following parts of the Ca3u: tri-Ici- azsirats 54 by Weight and metaldehyde 54 by -eight as per Sprinkler heads shall be as shown an plan E. In the -t that udergzuxd construction work or abetrur-tiorrs are erxxutteied manufacturer's zecLcmendartt� two (2) weeks after installation. s minima erfomourt of s & cure being sawed to =low after being pissed. Placing (1) During finish grading and soil preparation. in the planting operation, alterrete locations for plant material will us S stall be perfer� as a entinncus operation until each section is completed. C. y�jyg2 D. concrete Ball be (2) Plants, after delivery to ante and Prior to P�Uhg• Deleectei by the Qty, operation will be dare at no extra mast to the orsher. ��ertrvl of o.b+c>ams and other soil insects, per Qty inspector. spaded and vibrated with mechanical vibrato" to a ma of R"w (3) When vines, shrubs and trees are spotted for planting, tut planting toles tinste gophers and soles and repair daaaege. sutsidcatce, without separatihsh of irrgzediats. The coving of a=ccrete by (1) �1 Vt�iv�-rlectric remote wtt-1 valves shall be as shown on are nut excavated. D vibration will txtt bePlan (4) Specimen tum at source before delivery. 3A. PUULrlIx3 Q �8 _ pinch pruned as necessary tit erxixirage . permitted. (2) Gate Valves- shhrt8a and trees shall be Appruved gate valves shall be as sthcau m plan (S) lawns arses Prior to Planting• A. Posits n plants in plant locations indicated at ar and segue new growth and to eliminate rank or3sr awiunjs approval grrahbw. old rlowaers and dead foliage ( ) vola,s�Lirn (6) '�9 arm F�ba Pb�4• before -ting pits, making > y adjustments as indicated. and 1i the be ramoved. No major pooling shall be date without the 7w cst7vt 3 check valves shall be of bronze ectrstxtation with 125 (7) All large erstruction items, prior to the start of the calendar day A. Grout shall be coup..d of she part Portland Cement and two Parts of fine Class A 4xedfication WW-•V-SI, period ("Final Inspection"). length of PSI Pressure and stall conform to federal >.a!*+ta..arroe H. All pits far trees shall be cl.hg s►gare with the t„r-t,.„� level, the 1 I aggregate by volume. Materiels call be mixed dry and water added just , Type IV. Check valves stall be mo3,1 /440 as aa•zrfaet,>zed by (8) At c�tletiat of 1B0 rale roar day mairttaharce period ("Pinson Ttaixntatanae sides and depth equal to tow tinges the diameter of the tree ba. Ou npacted E. it��ig - All planting areas including lawn, gru ndcwer and &utmb areas &all w soils at sides and bottces stall be loosened or other be weed-free at a turps, needs shall be sufficient to maks the mixture flow, order its ars weight. "strpamatic" valves shall be normally closed ar,d shall allow Water to pass � aht ) g out by the rests a� - throurgh schen pxessre rises above 20 PSI. Vales shall be as manufactured (9) Tri n r,V-U shall be made for each ir�n by the Qty and one n•etknd. Pits stall be backfilled with "prepared soil" to the required grade, rzisposed of off site. i and the halm r e of the it filled with " J B. For dry temp gxost, a mtnin+pe+ of nater stall be adder: to the mix baso that wthert for k?airtbirti, Glendora, California, mpg stall be ahaitted to the City and Chttractoz. tater appplicatrm. P mil t Y settled tkpm completion of the 180 day maintenance period, the Contractor shall vet I -p]e s ssShe saj t end in the mix m e than me`.Dau s i no mina eater, fertilize 1 i ze ruse and 1127 - C ruu rAoovem and Shrub Area _l•vatt a m t;� (4) Aut�tic CYrrtrollexs 6• C. Set in neuter of / I ppear sauple. Do not mix ingot tnhanh car.ce used ill 30 minutes. plants pit, in vertical position, so that awn of ball will M&L-sterane or #hese specifications. oruttr be level with finish t. CDRILti7 AM P�CTL'M Art cuttrolleus shall be as shorn m Plar� and Details. Prior t0 jab aaaeptaros written certifications scall be sudmitted to the City far grade after sowing for Vstrring and settlirs7 and stall A. All eposed sCrfacYs Of Co<wcrete shall be E. Skil Wire far FtCy's the fallowing: bb the relationship to the finish grade that it did to the soil surface 28. QARhL�3 AAD RE3w1AC"-_%rp in the container. i Prd�`� �® �` t° A. Quantity and A. All soots and grou n3cu,er shall be Contractor as to I taperetrrte, e:r�e•*s, red a>r>rtnuctirn operatrcrs. a,, Ohm tY 4x-lity of Commercial Fertilizer ard'hgaruic Fertilizer. 9�azrt� by growth and I siring ---ting the autc-t i c Prepare depressed water basin as wide as lana balls at each Water period of ate-bur dr ed and eighty to be used far D. health far a I asrtnaller t0 the electrical P Plate• gtty (1B0 ) days aftor ooprplhrtich of solercil mated by note ootxol valve stall be H. (?r^city and thrsoccytly, Lec filling any voids with additicral 1 mix. period, ardor final artoe of the Ci B. n_�s ".ype OF-•SOOV 7 shard or 4�ity Of a Soil Au ertlmi s called for by Plans and Pry Planting 9 the s{cci'iai m i-is'all ac�P` City. ow n an h slid PJC insulation si,-.e caductor, LZ ioatioas, up to 20" h cure shall kx rubor teed c�-txa-tor to live card g I (1) .ll a�rrci :utracs Cf wta t ebbs 'x T. t rte L� prtsatTe tr}-3 °�'�' + "' 1' approved unier�vud feeder s1,w it g. ✓ue �. gnu+ in an 13. PlALIIDU Y , Amis k37oCRiovvFRS acceptable up.--ig'rt pos._ion for a peri•^1 of six (6) moults a .er eapletim of tl I r wire k�tr or "lot wire stall be red or aolorwded with the anmau AAA :,4,eciiLed uwi&_,L a�utrx pe-rod, arsd/or the final .•rs Lance by the Qt;•. Tree- and - a --t pi ;r int wet*te slush tys prvtef z against fte h.z ra n. All being 7. 1�; A. Vines and &hr,Jbs shall be ionated in its at least 18" r than in 20" tx�= or lar r, and all field o shrew a eta 1 kept wet . r'a period of at mos <fter placing. n p p greater in diimet. ge grown specimens s3ta.1 be _ spEC quaratteed ty ca3p_ that acing w_t:r say roach both sts_>_ s .n Els, lite fomes stall F. leatve Brnoes :Jaunt ue_t<rials indicated m the Gat' and herein their bao> earth and sat tall be loosened surd the pit fulled with one (1) year afire letim of the wed maintenance od Compactas actor to.live rd cram In an aoarptable spr-g position for a period o! owing. rn specified &hall conform tO time soil at bottom of P P �P specif Peri , ani,/or final .a loc.aand nrrr t:at•t st+ t• '>< pwrai ..ver "I.- :ops vi rte wcils and ,tel I 1.11 11 to run--ing Dcoppou :rhe shall t� and the iotas. ALL re ote eunrol valves, gate --Ives gaud Boil" to the bvttin of the khan. Fiat the plat has been properly set, the pit adept- by the City. (2) )11 acturd owing o dlatiais shall be used _e accordance t ce with the pressure relief valves shall g 4-11 be filled to the req.uiied grade with "pr,rasonk soil" and thorough y istalled it suitable valve bcxus as e;thowun in data ls, Mete with lodcittg A. i�A- t,�gm - Pitt ra s ��ted an the drawL^gs conform to "stardard Plant settled by tamping and watering. All vines shall be ren�ad fx� stakes, B. All plans that show signs of failing growth at arty time during the life of the narufactru,er's reconen3atims and stall trot be used m surrfactes receiving �S, All sha21 � `x-i sty a>cete lr..x •its C.Z. lid, or , j I crtcx>ta 2ardr=rr. apprwe3d spinal Tom" c>atablia3hed by the Arpesican Joint Committee to riatir,hlttue, Except foz untied, and seo -ely fa•=+'�j in an Appruve m&nner to the wall, fence, or other Contract, including the maiunteranae period, or ttn�e plarts injured or damaged and stall be high ed "GeV." or "Fe c with statim tor.er- for co trol valves :saes cowered therein the established custca of the nosey is followed. surface rheoct to which they are planned. as to render them unsuitable for the purpose inteaded, stall be iap0diately 6. yE a embossed in 2" high lettere on valve ower by contractor. ' re=plaoai in kind and size at the expense of Cu*xactor. A. Concrete which s not in acoc dentae with these icatros vat of lute G. �w Prevattion Units H. ctrsiittah - Plants sale be WYmm,t;-i,-„1, typical for variety and L,._- es, H. thaw, ug a dgn�:ad water basin as wide as plan balls at each plant. liter C. Cautractcr stall, within 5 da notice sold, !healthy, viyctceue, tithe tram plant Guesser, vast.+ pews, or their�, tbxcavugwly, backfilling arty wills with additional prepared plartirtq nix. days by the City, rwamc+e and replace all level or uuin rod a-11 have healthry, normal root systums, x11 filling their cont,a r,e.a, but auarantaed plant materials which for any reason fail to meet the regn_irem3t of Fl stowing structural other dam Pockets, voids,considered spalls, The badcflw puevetim twits &all be as sown m Plans and Details. not to trhn being moot brand. Planes shin ,not be pruned C. the guarantee. Replacement rhail be c:de with plant materials as indicated or hnney�irg, wed reinforcing or other oiaaaged surfaces shall be point of re�attative. In no case yta btfortive. shall �mr> ns mats,rad ixy She city or atm specified far the original planting, and a Duda replacement materials &all •- t (1) Pits for flat Sized Plants to be at least 6" x 6" ink 6" Gourd cover be guaranteed as ied for the materials. be � m�-i f original guaranteed I H. All ries and irregularities &all be roved Luta ex�sed concrete surfacesA. arms shall be >mistaad prior to planting. No flat plants shall be i wtrile two �tcrvts is Drill gnash. Wrhere pa xcJug is required, all loose and (1 tion scall be C• P ;2i� - The the.g#mt and of a plant material &,a be measures Unif® cu,ccrets shall be removed prior to patching. ►dna rock pockets and open vertical work installed ctirn sufficiently wide le vit3h branches in their na mel position, and mha-11 be as indicated m thhe P� �� Boil. "• �� P>or� trtae wodkirg spans around true wcrkk bor-Yo robing stall be patched with dry pack concrete. space for bac3dilli g and gutting and to provide able g�avi.nngs. Dr caliper of a trees shall be r,earn¢ed 41-0" above the surface (2) Set plans in center of pits so that num of plartt will he level with Upon eopletim of the works in this section, Contractor call move a rubbish, i �' Of the gru.rd. Where caliper or other dimensions or any plant materials are aaitted frca the "Plant Iggenc", it shall be understood that these finished grade after settling of t:oil, that backfill and water. trash and debris resulting $va the operatics, rtmwe disused equyy�t and I 10. a3t�s trsar� (2) Ttts-c3aes for Pipe &all be est to required grade lines, and trern3u bottom m terial3 shall be normal stock for listed. plan implements of service, leave entire area involved in a neat and acceptable • shall be compacted to p,wide an aoarate grade aril teniform bearing for tom` (3) Flatted pl.arrt-s stall be well-rooted with nursers at least 4" but not more motion such as to meet the appruval of the City. Flat --fa- &all be scrualad to the required levels and slopes and then ary the full length of the line. D. r.rR-.,otim - All plat materials -tst have been previously inspecth:d at the than 6" in length. Dom • and ,;tall be �� to t� DESCRIPTION OF REVISION DATE CITY APPROVED. exxss taros removed. Qzrrc=ete stall be compacted with a grid tamper (3) Fthal tow (2) Pipes are to be w �'�Y by the County ti-tin,tt�a and ttsn floated to a true and level surface within the tolerance of 1,/8-inch along ffii„tair„d Ply the same trench, a 6 shoe stall i-upectim and rpprv✓a1 of the City before planting. u• o l�►rm► . a 10--inch straight ecce. be't"sat pipes. Sea Plane for concrete finish in landscape arenas. B. .er, E. plt r•irt - Is indicated m draw". � wring in lawn call be plarnted before final preparation of 11. �Sn7E (1) Barkin material shall be approved soil. tltsuitable material intcludintg F. Sires Of Plans - Sha be as stated on the Plan. Container stock (I-gallon, trees area s CITY OF RANCHO CUCA40NGA clods and rude over 1" in size shall he removed tram the pc,=mism a� 5-gallon gird 15•-yallm), st.11 lave been grown in ¢attain,ers for at least one 17. c7urE Cs PiJULr28 �6 Aro I�tTxi PSata•II+O A isposed Of legally at not cosi to the Q ( , Yom• TRA l�aazxe,t of epaneim joins pihall be aD di r.ar•tsal a,,d de.ter.i r,ed by of �'' (:) Yom, but not over two 2 TRACT 10827-2 alas ;wted "E.J." an , Plants stall not be allowed to dry out before or tF rte lxeitq plarnted. �aOwuTgs. Expansion join material stall be Quick (2) All bac3dillinq n3ha11 be dote �,refhlt and shall 1>0 1 a>rr»gt� Substitutions or the indicated materials Jolt, or approved equal, oras rated in plana. Y Pr�pe Y ---r-- C. st,-fitted � - '` in advance by will the Qts except ranine being placed in City � re. �e tow's LOTS 78-99 REVERSE FRONTAGE pnd the d provided the "+ib6tihlte materials the proud• Wilrea Plants, wthether in place ar not, will not be ad s'-a11 (3) Depth of trenches stall be sufficient to be replaced at the Cbrtractor s a•�,err�. 12. PAv1743'II]4 P�� a minima Dover above rise and the suhstit,*iTrR are made at ro ad!itiasal c..t to the Qty. ]zx�t for , �#rt� i !rp of the pipe m follows: ,to:*mcsi:.od vnriLtia,s, a stberitvte plant ..manor ills atuall mnfcrs to the ' '-" Over PJC :urpressnre lateral lures •equix-f- of theme specifi,atims. he acx:- ed sistitnte uatp-rials are - All'finished concrete work sthall be burica to pc�' roan traffic for three (3) ;e" over RC nor-p essu:e lateral lines for rotor system of a less valae than thhcre indicated is. h� BN832 a or gxacif deed, the QrRract prior_ will be P e r Y Ow =in sh;ng• C ractoz 18" over PVC mL, noncar a adjusted in ac---W-with the pru,r:siu s of the Clzrtract. SPECIFICATION I stall Lible h, wades• �a� shall A. Co stn uct a li=ly ccu acted mound of soil around each tree and plant to f® a SHEET I responsible !kr arty � Eo na+ aststrti,atiat and replacement or repair o! the C. ��+� ova basin at the e� planting pit ara3. LE c t3a11 be made witthout added cost to the Q H. Plants Nat Aeeorwed - Plants rtot ap{rtnved are tO be rtmavai fYta site tering R of and following the ytmrtpe of the City. (1) PVC pix Mall be installed in a manner which Will provide for expansion immediately and �� with suitable plans. The Qty reserves the right to Mourzds far trees and for vines from 5--gallon or larger containers, shall be at �G and contraction as recommended by the pipe ma.,pfact„rer, reject entire lots of plants represented by defective samples. least 4"higgh. Mxusistr>� atr trees, vines or plants otherwise sp w-ified , shall be at least 2" if le of ter, may All plastic metal shall � g ova Y Pang is x nary and pesmissihle, n bcdintg agent suds as Fkld-Czrte, or (2) unl ass Otherwise &on indetail be made with plastic vale adaptors, S. r�LU" ALD Ban CUKMT42Nte be used. Any settlement within the basins retaining water shall be refilled to l, stall be used. the regrixed grade with prepared soil, and additional tr , ;1 0�PNUSCgA APPROVED BY: pgTE'l d (3) Tie joirnts shalt be awed to set at lc+ast fad 24 tineas before Samples of a soil amehimants, sod and plants stall be s bmitted for inspection savdmst worked into the surface as required to restore the nn ddned condition. � F ( i _ / U. M= C>�e �Y- ( ) and atrasi on the site until � , PFRENIfF11 q�n CITY ENGINEER ig)XY P.C.E NO.?� 17 is dad to the huniduiu-g of matin errors is eted. Delivery may B. At the Ord of the 180 aka watering basins m lawn areas prime m Fes' begin upon approval of samples or as directed by the City. Fly ell7 pc #r�S-., ,'j1LY) shall be leveled to finish grade and tl�r* area stall be soiled with the specific C_ R'COMM1rN0ED �� t' S DESIGN e, as approved bathe at cat nun shown it plan. an dsta gr true to lin. and (a) After a rheow sprinkler Piping and risers are in place and connected, a A. ayantc fertilizer ,stall be processed sora pea sludge with a minima content of mod. C V s u N STEVEN F R E N K E N & ASSOCIATE 49 S s, as 2000 Psi by the local County or Qty. ckse natural grey Ftrtlrmhd amat necessary wadk has hoes amplettd and prior t0 the irr+atlari n al 1t Ni �3hcric Acid similar to "Nitrc3uas". Method of ter- G r- , , 200o psi compted, a sive trogen ani 2t eG $I attjie C-) Cs C� -1937 WEST ELEVENTH ST UfvIT F Dtregth. iamb expansion joins as detailed or sprinkler heeds, cottxol valves shall be opened and a full read of water prooesaiug shall not destroy ncrmhl bacterial dal fit, 1s. BUCEM Uuot s, and as -urethan, at irwith is tl to mrehad fifteen Leet edge. Finish used to tl be out the system. After the system is thorouglly flustued, A. Cultivate all !Awn area: to a depth of 8a, p,ocs and debris • DRAWN � if•h steel txom.el, than naves with bristle latash largos than 1 in * _�.�'p� i ' 5 H E E i I parallel to Lase or edge. riser shall be off and the system pressure tested. B. Nitrogen stabilized sawdust aha be folk, with the lollawir,g rhitxogen mutat a„rester w x!h ars to the surface by cultivation atoll be removed rzm VrLAiu[�, CA. 7&h wed m�Y the 101-1 , )s c:ltivation does trot break lumps, a spike tooth harrow ,gall be �. Date `�'� I (5) Sprinkler Braes shall be tested in plates before backfilling for a period 0.34 for dry weight: Sawdust Upon of no lass than nix (6) hours, and shall mntnw ro leakage or loss of pu=;.I>:lsZ.ind a mechanical seeder cs tractcQ. o a Lo! ag neoatnYte avctcic orad befcae tical am tartae, Ctrrtraettt shall pa>sau's• D.u-irn7 the test period, minimm test presaue at the highest - I __ -------.___--- --. �j \Q -. __,OF_ - apparatts a�. f om the arts and the point of the section being tested, shall be 125 you ds per aq mann inch. I - - �OCAI.1�o��/ L E 0/ 7 1 4-p v 5-48 6 4 '�06 2 2 0 R A W I N G N 0.shall be lett in a clean!, neat condition 'G DATE -11'15'FO FI N C8�0659 /Ox ! FILE 0- I � I ser.�.■e.:�e.mrim nwTz�shceenrsse., -- S H��T! 7 ,oF i7 _ :