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HomeMy WebLinkAbout1463-L iA I- IM ITS OF C, ONSTR UG TION PER C., UP 8 9_/6 o - 0 t 0 `x 4' �lA. out- 5 6 L 3 b D R q g + + + / - N / C 11 Y F' 6,0m , �'Yp look 8 / C N 1rJ N �� L p0'� / rpp'pjN\ Tyr 1 'f`fp 4ox o I C, ' 1Dr+ AT I- 01"' CUJI ir of-to MCI Fp_ LANP0RT10A15S90WA1ASFA9E- 5PEC/AL O E �,p -t- OUTf BACKDROPARE NOT APPL 1 C A BLE TO, OR BEING C ON- STRUCTED 8Y PROJEC7"G.U.P. SS-lS 60 C4 i L�G, A SE E SPECIAL NOTE HEREON—?YPIGAL G 8 � gl 8 w1 . � Ll► 8 N - ' • •. N ENj iV �"20.GG rG•f � N ry����� � •+ � � 1 =0.032 • • �-6 S 8 Of I � �h�''�;' _`�' � .�\j /, •�� C � I F. `fes /, • . / / '\ '' .7tU 1L , � �,_........�„i?. •� J ,�" �L/ Fh+ Er i -�j .r--� �t ' � f t �}1 . . �'"(� - C' � " '" � r� 0� z Z"x 3' VIA• 150Li t� EA%rr4Al x TIT P,T� 1 E 3 4 { ASO /-4K, M /*l D'wN INDEX MAP CONTRACTOR $MALL VERIFY ALL CONDITIONS AND OIUMSIONS AT THE JOB WE AND NOTIFY tME' CITY I ��CE OF ANY LIMITS 0F"PHASE TM"REV15E�V PER ebAND C0MOMONS �� • --M-••� DIMENSIONAL ERRORS, OMISSIONS, OR DISCREPAN- 11A\0FCVP13" SY CITYE.AS.DIV- W/COM.*PARk DEV,, 2/f�93 d/Q CICS BEFORE BEGINNING OR FABRICATING ANY WORK. � . Do NOT SCALE THESE oRAwtNGs. CONSTRUCTION P�. _ - NOTES. �...... 72 ` ......Q... SHOW CONSTRUCT/ON BETWEE/V HAVEN T ' �. 1M hatnetw stall 081"f► IMM rttlttlet•4 """"•'� 4 VILLAGE AND FUTURE fREEW4Y' OFF-RAMP Is :i in:�t1tM•i .etMa.ecla in cb ,r es. •»eggs., O J,NOSC��E, UT Y I =:v him . . . . . . . . . 1-�M-1ttd1� '°""•g �� O`tNNIU��,��0 �1�,� DESCRIPTION OF RE . ISIr.,N ��'E APPROvro somererw Gilhenla EfIsM �/o++/• . ,sf•Sffl � ... b # �d Souther TCapmeRe a UsRC • • . • . . • !tf-1) .....d.we n �' ^� north CITY OF RANCHO CUCAMONGA Southern cCovetyela Ws w�++y . "1- 1-rill C...guiea GICaReR1r CneRty Water District t . ,u-1f11 C i � Um GabAel Valley M.Y.S. . . . hist ,f,-2718 Z. All mMnc�ap aratermeq an taw ter Mt! of # Z- . ettr►. C ts....st. .w Mn t ,e;a.,.t,.e ,�. �.,, matt �,.��.� �l HAVEN AVENUE Aaeclates. lac.. sus 0. woule Amw. Svisa ElC 4s, Ot'l�. wr.Rd. � ,l)Si, ()l.) N,_>�,. �.wa f of���,F MEDIANS +. MIN faarta AaReeNMt Irtairat rsfa M "St of Nov", megas...wa O`I1 WM /y}� /V,, ,p� tohlmatlM: C.C.Y.S.. Ins Silva, (tis) Sq-2591. �••••••••••• �� s. .• &Rete$ elevation at w of ewi � - Imch Ira" C- - u : HAVEN VILLAGE TO 200' SOUTH oleatlMs of berms an re oromed, ty'.. all ibeets. e,e a. See Civil bete"" shots fear a.rttne.t rayl re- ,.s,.eg � O APPROVED B Y �.. DATE � . - .Jr_ amts, 1"tirf le"tm of Wdi&A. L Ca..... CITY ENGINEER 1 /= %� / e- '�� RCE NO 22397 9. hatractor shall lsprt all N memory aM cut- (�� SCe�@ ` , l '• �' ' F strict loodscape arch b" W4 Sa" ally $10mm.. see �I �I...�......' U � _ Of SAN RERNAROINO CMINTY ") arta. Smelt L-4 /ar iss�ert 1e1 sfeclfluttans. �!L_J�_ r w Mw. S. [mire IS"" of arHaR b*bM msrdsaPfd nae" M —�I ��- * Zee-� CONSULTNO CML ENGINEC111N0 be craatad a rlahw of t•. IUMsufed Roses aM a Msocia es, nc =Fcwti w AN1,LAND PLANNING f�f E"mr cobbled arcs to follow cobble Detail . VOL Mounlaln Ave.,Sulla 105 � /O i small be t lr crew ANedi N cobble eras. Crewe 1 I Landscape Architecture •Planninp — - -- UPLAND CALIFORNIA 1;11»6 small M tp1u1 of all medians. b .-,f :•E: PHONE'(711) CHd Ce. ;:all '?-:rt Roo. 30.: Se%v'ni St • Ri rsi,-e CA ::j M RCE Nt 85-173 514EET 6 = OF 13 ,-- - e 2"X4" RMD (EXCEPT (D 210 t M TURNS J NS AND CURVES ) J*_ — �=L ILII NI FINISH GRADE � - [TURF AREAS TYP. I TURF (PER SPECS) FQ• �• � „ - n;A. a:cX« toll 1«f►LL specs + STAKES1POiNTED,2"X4"X18"1 � GRASSCI /BOMANITE PER I LOCATED AT SPLICES, IL MANUI TURER'S EXTURE ENDA s T su iYAN CONC. TEXTURE = FG, G/C CORNERS, AND AT INTERVALS 0 box 1890 - - ., x a, AREAS NOT TO EXCEED FIVE FEET . COSTA MESA, CA 92 (714) 556-1633 IIIiE Qu I,! DRIVE STAKES SLIGHTLY SMOOT2000 NSTROWELRAL FINISEY F+h.4.h %AsPAC" ^TE• . a• IMI THRt)UCJt (►E1 WG. I �, IES, BELOW THE TOP OF HEADER , ko' RADIUS TO ALL EDGES It�'t'wws9h,! ,Joiwr RE 7io«s)• °° .• WAIL HEADERS TO STAKES ftUt-*ate z. h�VOILT• I`bATiV� '3011.5 TD DE USED WITH TWO f 2: GALV , NAILS, #3 REDAR CONT, CENTEREiI PUIII CLINCHED k LAP BARS 8" a SPLICES i TIE Nil POURED IN PLACE CONIC. sTRi► 7��pEC ^MNOTEs. - USE��SPLICE FLATESII"X4" V s � S INSTALL If~ PREFORMED 1/2" FELT EXPARSIO« JOINT X24 RWD1 AT BUTT JOINTS, I F tlOU«O[0 GRAr RIVER ROCK fONttS R--IZo DIAMETER MAX. HAND-RACED WI TN EXPANSION JOINTS � 1S't 0/C 1 P4 Of BAR CONT. (TYP.) O FLATTER SIDES uP i0 FORMA uNIF9tfS 8M SURFACE AND FITTED WITH CLASS 0 CENTERED ON THE JOINT AND MAX . , Z AT BEG I N i NG li END __ 1 MORTAR JOINTS. SEE •401700 NOTE-. •• ( " NAILED TO EACH HEADER Of RADIUS - PER AD l US PER MFT � !� � STANDARD S• CONC. ClN7e 2EA 1 X ( RWD, (PER C17Y OF RANCHO WITH FOUR III) 10D GALV " CUCA,IONf,A STANDARDS) � 5/8• NIA;. JOINT WIDTH. 1/?' MIM. DEPTH BETMEEn SURfAC[ Or ROCK FACE LAMINATE IN � ik. • • • = • '' F d ANO SURFACE OF JOINT. SURF/CE OF JOINT NOT TO FAIL EELOt1 TOP ELEVATION CURVES OVER II 'R. BOX NAiLS. OF CURS. �I FINISH N i SH GRADE 01.1 GROUND 2" ma �' � 1• SAN: :ETTIt1G BASf. t' �' MIR. • DIiiVf-Up CURB (►ER � I�VII ;I���� COVER SIDE OF HEADER TO C Of RANCHO CUCAIIONGA CURB Rr OTHERS. SEE CIVIL DRAWINGS. ! ST DS) C>-T- 0Tr1 ' CURVES OVER- 41RADiUS DE 2" BELOW TOP OF HEADER bf CDlMACT Su0GRA0E TO 95t STANDARD PROCTOR OfNS11r. .�i)II { ` y`, l i1 - _ A CONTRACTOR TO VISIT FEOUN SITE AT�IiP•lSRN �OWW AWNIN 00 -g' LEMON Aft •z i�" NOTE: .-_ ' M FINISH GRADE AT GROUND i Ik' x IN THE CITY OF ►+9 TO MATCII CONSTRUCTION 01 ROCK WORK. _- UEA +t X`F RWD, COVER ARGILS , 2" DELOW t,C LAMINATE 1N MEET ALL- PAVED SURFACESTOP of Mow STRIP u�F• • '<� d� Ft I,�� v� w�� EXISTING ��•.,.ve SURFACE MHCNO CvCAnoNtjA Q u Tb„'y♦ IIORTAR NOTE - A ,i � CURVES/TURNS FLUSH, ALL WOOD TO BE A. CLASS '0' MORTAR. 1 PART CfMfnT TO 2 1/t PARTS SAND, fDDo iso ;NDER 4 ' R. Q=. CONSTRUCTION HEART ROUGH Tc n PORTLAND CEMENT MINTMUt -- - f,ikil REDWOOD, HEADER STOCK • ' "�'�t' �' "`"''= CONTRACTOR IS TO PROVIDE A SAMPLE ROCK AREA SET p► PRIOR TO CWTRUC- _ I CURVES D7 , BE IN LENGTHS OF AT LEAST c . � T 1041 OF LIE D I AN. CtTY HAS F I NAl APPROVAL Of ROCK WORK. _ . gApIUS t, © "TAts CIA&UT J0IN7r.7 lYPK;AL• TCN [10 FEET. i A SERVICE AREA PAVING B HAND-SET COBBLE C REDWOOD HEADER D CONCRETE MOW STRIP PV�NjEp, AfN=A i PI r.gE'�IS,o>\, � Tom. �' - ''�t_ _' H.P "Zer,PES PIAN • -- � 5 Sr-�' roEE Go'�ST. t�+oil✓ y1 F I M o�T �o L.. N G I •s'� T G_ * o ,•,�• eta 1 T.G. to I Nam: SLop� r��c 5: I , I-t, I � �N �• N I t�� � t�tovE ' iZ IBX; — �._�_ 3 'A r WITH 6L.ASS HAA 1. ►ROYlDE RE JOINTS AT 10'-O' AND • �iTUt1•IOtTS TELT EI SIOI JOINTS �N Hou H91 N i — — - old AT zo'-o• o.e., I No ' 1 ^g TD1"s0(Ll ALL G IA GRANDIF AS PLANTED IN TURF, INSTALL IN A- - b',^ - �i`�`/t•L-E TIII A So IN LAvN A R- RD EE GU DS. ALL TREES PLANTED WITHIN 5' - coo+b(-E P�.vl►.� � S o �.�..� s• 1N rLAr�1 CED HARDSCAPE, ALL IN DEEP ROOT CONTAINERS. DETAIL • �T,AI` , e '�� RETE �OIt CURL -�RAoius E><tnsEo EtiGEs E'°�r'T"'1 '- R''''� p��" AM0 1ANiSN PER ►WI (INSTALL AT GLADE L.'7 TH 8Y DEEP ROOT CORPORATION, 7354 NFO alpB 3DIA, C406T IRON a,r,cE'. C 4 ��T, �ogNEET �=I 8 A AVEN WES NSTER. CA 92683. ( 114) 898-0563. (50C,1a*I Poutp ri.Aww rr Pvclms LEVEL swLE cRosslNcs) FI P& t0 >=l.�NC�t%4CAVL K- g -�� �' _ � T FINISH � E _c �'nV l_ .t �-�-=E- Gee v,��. 5E1= -;e—^- L 'PJ H16 a-*I`- K - ,( ■.� A. �,.I �'', .�= �G�'�1. r- -� 5 �'1=�' T. G. •O Two. PE P I.-ill' �! lu. ; S E•tAR COi i UDt?S t. LESS OTt�RW1SL INSTR D1 � ,:Jy, + PES P�.fV (! �fli " > • �1 ' 1. � t7�t L S �� __' Ut�1.K�T .I �r • ' = ,, ,, _== A�At-.�WIySTMIi�� 1G`if4" `- - 4Za/o0� 71 at I ELEVATION ►� - E EARTH iA BERM F CONCRETE . MOW CURB ROOT - CONTROL II W � ( �.�"�`�• PrT SOIL. NOTE trots Md all noxious weds or grasses. The import soil exceed 6, and the electrical conductivity ((Ce) of the 1 shall be free from subsoil, refuse, heavy roots, clay saturation extract of this soil shall not exceed 3.0 Import set) shall consist of a Natural, fertile, friable, lim" stones larger than ore inch in size, noxious weds, mmhos/cm at 25 degrees centigrade. The boron content Sandy loop toll ssessl the ckiracterlstics of re re- 9 ppm as measured on the Datura- . y N M repre- !rush, litter and other deleterious substances. stall Dt no realer than 1 � .•, tentative soils in the vicieily which produce heavy growth IN me Case shall there be more than fire percent by volume tion extract. of crops, grasses or other vegetative and skill be Ob-/ 01 the following: Stones smaller than one trch, course i ■ word from Natural well-drained areas. (Hort sell shell sand, Md small clay lumps. Upon analysis cf the import soil, the :o 1 preparation be tasee frau the top oltht"o INcoes of the orlgl"I fertilization requirements may Aeed l0 be revised. In lop No trade. {fore removal of the te►soll, the surface Impop sell shall be a chemically suitable sandy textured eveot the fertilizer analysis Needs to be altered, the -- GRASSCRE E/gOMANiTE PER 4,. • M' 1 `� I I ' at the source of supply 1s to be stripped to a depth of t� soil with a silt plus clay content not exceeding change will he negotiated prior to any soil preparation. MANUFACTURER'S RECOWENOATIOII'. r'h two 1Nches to order to remove wood solids, roots, etc. The 11 y teettht with a miatmum 981 passing the 2.0 nlll- SUIL!VAn CONC. TEXTURES qty r• �/ source of topsoil shell be free from Bermuda gross, arab 9". The sodium a! r tion ration (SAP) shall not The Contractor shall be responFible for providing an IP. 0. dox 1890, COSTA MESA, CA 92628 I• i �. I K�N, agricultural suitability soil analysis and supply,.hg re- (714) 556-7631 , sults to City prior to bringingsoil on CQ�"RACTOR SMALL VERIFY ALL C011011TIONS AND �� SCH t0 PVC PIPE t• , t f y� project site.T�w �r�T! I p SIEEVE CONTINUOUS -- OPTIONAL HEAD LOCATION (ONLY •v • / • �- ,�{ '� � AT TI- JOV WE AND wTiry TMS - CITY Aw tMPpv-7 OvML, IN AD(�IT! TO (WHERE LINES CROSS WHERE CONC STRIP IS NOT USED) E r '• RI �1'; ' !�I TATiYE OF ANY ftITAtAW1Y T�►r C-ft r6^vT* UNDER GRASSCRETE) TJj — - - - - ' • , C Mf�W GUS `<:. v SIZE PER PLAN OR POU N PLACE CONC. STRIP s.�- �,� ., , ' I �y��.� DIt� r.,PIOI AI. SP RtsRSt O ISSiO St OR DISCRVPAN- F ►►�'f T I I,,+��iL�L��D�t. P � 2 X DIAMETER O F '! �u!�` T ka�-� S �V �► i�iG I G Ill 'E A7 COW T � &Kr vr'ac�a� LATERAL LINE Ip (4;,JL`f Y-}!J`r'.-�-� / CSS _ �`e"�� �1'P�,�I�D OR fR!lF:ICAT111Q1 ANY WORK. ' til F' I !..JoT �clsiTll�4 (�D, PLAN DOT sOA1.R , DR!�M�IIC1~t. cT� cT�O� DETAILS TURF h-A PER !RRIGA PLA" ��%d,� ,.. . ��� � - -- ------ — - - --- - -- -- -tea s4T L-j AND SPECS. - $, O _ OETA/LSOF"FIR AF,EDTA"RF/K_rpPEf< d1AKUC0AfI TION !�.}�` 5HOW CONSTRUCTION BETWEEN HAVCAI ' ---- ##, "' -p�vEUp' U, ' <' w ' i �� oFcup Sa-� BYc/TY ENIS• DI COM--I,PARK DEv. c V/LCAGE AND FUTURE f9E6WA1f" Off-R. ",O ~�� + CITY �e �J� 6�,FSY�\I DESCRIPTION OF REVISION DATE APPROVED � STARDa 8 (BEYOND) Ct�J 1 TN Oil T — �' • t Ci'e•�F�#-' UP CURB I ,� CITY OF RANCHO CUCA ONGA j II {_''F•.� "NU E HAVw"N AVff' FG _ ., `1' L �.( �"rI�.Y 'T�_: `-- i< O �� ,�:.,;•,�a•�•.•� :,� • • � r,•�•i•tib r� • • 'F • XISTING ROAD SURFACE I ' L' :-� • ~ r m •: r 3 ew •� A` t - t iV iV '.:. ■ - .lir' �� � �� ��'�` ,• .__ `lam.'..+ • VILLAGE TO 200 SOUTH �9 r Ta �� APPROVED BY - DATE -------�- -- _ -� - r 11iG)I ( 'I-� CITY ENGINEER lir. lit - RCE NO �217 V`i�'B ' • , ,, RF SME Hlu 1 1*=40'-0" Of SAN �IERNARDINO COUNTY SEE DETAIL f SHT. L-A F011 ',� /� ` y. ����� , �� CONSULTNO CML ENGINEERING TURF HEAD INSTA;LAi ION [ON TC/T .L ►�/ I C�1• ��%� 5 e L�'�i • DRA N r,�•5'I,MOUMlIOA11E.SUI��{Qr SNf E '. Landscape UPLAND CAUFORNIA9t»e �F �Q__ Y Architecture Planning PHON014) �t�K.- E"lAal H GRASSCRETE IRRIGATION TURFUCOBBLE DETAL - , ab Gey Hall Thgtd Floor• )812 5evrcrhth 5t • Rtventde CA o_'W 1 . 171 a 1 731 1x30 `C w1�f'S _ JArt� PCIE SI ll_ � OF 'c) 0 p p �o O t < ti � SEE SPECIAL NOTE BELOW-TYPICAL 1100d Y`11 J. TYPs A- 1W. o / $ / � 8 8 - - -- - - - r t _. \ O O sh .. y _ , sn a JNG Lr r � t$ a 1 �j Z W � W ' l /- CC 3 8� 1'` c-, 4LIOI C, 3#10 1'*I0 Im -SGt POL! S4 C• �o SEG /AL NOTE : M 11011 F .SERV/cE - PLAN PORTIONS SHO WNAS t "c• �� �-IZ1 N /�}/GffLAltl[�x2� FADE-0VT/BACKDROPARE Fqcwy A-11. NOTAPPLICABLETO, OR BE I Nt a C ONSTi,UCTED ABY PROJECT C.U.P. 88-15 ® L/M I TS OF CONSTR UCT/0/V PER G UP S S-lS j A •� Q a � • , 1 ! i 1 1 • 1 1 r '. t • 1 t ' ! ! ' r � r , // • J a r r , s •r:Or .. i ! J � ! t Nry , 4 i ' ts +N ar 41! __77 - 1 -. r 1 I I 1 M � I oe to �R¢�Ci�►t1or.1 GD�'flCoLI.ISR. I I I LI&HTIN& To M C0KTK0U,E_V BYa f7NOTO INDEX MAP S C.ELL AND 2.• POLE coNTAGToR. r� 1 _ .. L.1M 175 OF PITIIASE jffA'72EVI5E1�AER 4 AND CANDI TfONS 20/1 I I I IN HF-0 �� ELECTRICAL ENGINEERS•LIGHTING CONSULTANTS )' IA OF CUP sv-/$ b .C/Ty ENG, W, {+t{� COIF(,4 PARK DE V '' �/93 e/Q!7 I wYN.r t�1 KE V i 5 G.0 L IvH {..V� 1:)r-sl 6N i u•N u. \ ISI Kakrnls Drive.K-7••Cosq Mks�Cafibrnu 97626.711-557-9671 r� -_ - 2 3780 Tw ffth Street Rrr 1F6e.Califwma 92501 • 711-787-IBRO 2a1 t� _ L1GFfT11fG PLANPHASE ........... Q 5 HO W CD Al S TR UC T/D,l/ ,BETGI/EEA/ H.t YEN i .4 _" •"••� VILLAGE AND FUY M FUTURE ^9EEWAOFF- RAI0 • � JaMosc,�PF • I— -` �L� .«..+.... �� MLu�f T DESCRIPTION '.1f NE • I`,li N ---- �OAITE Clfr A PP 116VE 0 F I X T LL iZE SG�EDU L E „• 5 too .f' S�� --_ TtfIE DIG:GfLtP'TlON1 LAMA •y•KY•� ! -• north CITY OF RANCHO CUCAMONGA MPR CAT,. C �, c, w�THERPRooF , ,.__...sem •waalr. To U T: t_Ir Pc t_r-, A F I J.'7 t:r`R f£ P o 4 t a tZ u gs � Et e, �n o��'f o� �-rer C . _ — • f SIDE AS IeFg1'-F- EO. A DAw vaaCeH 6� .-bc. _r � tlr3ox , � �r HAVEN AVENUE KIM 5101 300 ung r►4-,C . � �r 0�,�► SINGLL LIWE- VIA&I`ZAM 1NC.ANt>F-SC.AIQ: r»,teaww. EOFCAlf MEDIANS Mm 3� E L ❑ .vm....•... GATE T1 4021 C: � A - - _ 6 - - - - HAVEN VILLAGE 'TO 200' SOOT •r•,...a � '� - •Ir - r� Gl2C. LJ l T SCNEDc.ILE SPUT � I o 04 A 01 FARandolph' I@ i •" APPROVED 8Y � DATE CIL'T. G( � Fox . S l Z E % V o l� Dret� Ls c . C��•w•• •.•,�,� CITY ENGINEEF /L RCE NO 223 7 N1ir, kLON � EiZVILt G L*� 1 Cs ++ HIScale j. -f . E . f 1' I �� 1 :, t+ 5t. '•w"'�' U I Of SAN RERWARDIND COUNTY ( •• �r�r—...,.... i - 20 -0 CONSULTNO CML ENGINEEIIINO Arm" Associa es, Inc. =F AND LAND PLANNING s""T r c V S 5N.Mountain Ave,Sults IOG � /O r Landscap. Architecture -Planning -- 1 -r-f L•*LANO CAl C144G A917�Q - _f -,E - PNONt-'_Rt�y �1�1G-29a R C E Mc, 63-� Ola C . ....- . . :r i•. -_ • :s 5: :430 L�yl r .E .,r - - - 85173 514EET OF - i iA LIMITS OFCONSTRUCTION FDR CUP 88=I8 �I es SEE SPECIAL NOTE HEREON 0- i - 0ti r / f r� I /a 2 tj d. ,_ , y .. p5 IS ' G ML ....., ,..«-,�«.. __. ._ _. __.. .._ . . .. _.., � � � r- FLOW SENSOR NOTE CALSFNSE 110DEL "FM* SMAt l. ISR INSTALLED W-L UI[. au r ® ( (1) PER WATER METER, A& PER WTO. V%IM •10" PMMETEu eF sEMim-sim PIPE t1Pimm OP FLoM 111 . 2 'I2 c�-45s 315 �yG /�/PE 4Na Go�c/D u/T *1056k W "10" D IAMlrIOS of sNIIs -f12aD Poll 11OWNSIVAM (PIPE S126D A6 VU TWJ 61ftlsat Silo. �PE�UL1�0 P�2FSsu�E 8.4CK FL�cJ S&S serl;aas SMLLIARV ee 1McTALLEp DNV6PUM T1p1 (N) 7— stusat-s►iac o►AKerFas wsTReAM eR oo►ycT�A11 wall T ANY VALVE. FITTING. NETtA 0a W41% o� DEVICE. Mimic PREv. rE� W/T N N©ff'I'�l - SD[.rT/� �+ Fl," SNSM Tc Co"MLLM sl+Au c6m 1st of OW 7 D,?1 -N?A7"/D�/ - c�?r (1) 5LAG1c AIM ONE (1) IIw 1►T�+ Nkp &14 IRR►cAT%OM �© �q SMALL 4P 1 ,PovC VALVE W I VS. FLW Scwsaft j0ALL eE Mou6E0 11I h jm qv I LOCAT/0AI L1D ?W10� 7-0 S KA 14U6RT16% %M-T CO�ITIM VN.Vsc sEc IF1Ec / ON PIANS ANO Mwmm "F.S." FLOC! smso% �ZXOOM 1cNUq,%kj FsCASMSWCAMAILIA�L . 60)( ?PUCZx x - iIEACM�- slijlE a, CA&Lsw. CA 1200q. ME MAY SPECIAL NOTE Tyr, cr-f N L3RODK5 PULL Box PLAN PORTIONS SHOWN AS FADE- 12 -a� o4 OUTI BACKDROPARE NOT ADPL I - IA JH ul "b POW OF CONNECTION — CONNEGT TO NEW C A 8L E T0, 0 R BEING► C ONT-STRUCS s °NU >a°x /HpT T^r' 5pr (�OHTrt pNC NATEii, 11ETEa FOR )QRIGATION. THE CONTQACTO{a, Q ED 8Y PR Oct E C T C.U.P. 8 8 /8 r 5MI►LL MAKE AAQ ANAh1:W T6 AND PAY ALL COSTS VM Ifi H h-C)-W, G• C• W D TNt 1 NSTAL L AZ IOW OP WEW WATER METER. CONTACT � I�IL � `( TME CVcANohyA CAtsNTY WATER OISTRIC-C Fo11 COSTSU I'� AND ►NSTALLATION 09bCEDt14ES. EYIsrIN6 WATEa paSss 65 PSI - u SYSTEM DESIGN V0.ESSt1'RE: SI %I v PW 14R1GATION DENN(D: 8.3 GPM 1MLVIE 1-1 !A 5 E E SPECIAL NOTE HEREN 41( v. MAT1i� PResSUQE INFoaN�,T14N FROM E t ^' RICHAItO OAXACA AT ZHe CUCAlOW COUNTY t, MISR D 1ST R 1 CZ ON MARCH V+t, 1 i91 . . t 1, t • � _ � - �- y t u Z Q 11�'iP� 9t.1✓ vE . .._ _....a,. ___ -.. _........,.. _...__.. _.. ...... .........._ __. ...... ...__... _ _.�,r F . .... ...._. _._.. ._.. _.......... _._.... _. ....... _._.... _ __... .,._ _......_._ �_.. _. t f 1 _ ...._... _. .._.. _;4 t, iZ�xIZ xl2 coNG, TN"' 7 TYr, ___..._.. ._..._..-- 6�UI�K GoUP` EF- (T _p� Z,E I�l .IN T .. �'I T NOTE: CONTRACTOR TO RUN ONE (1) EXTRA PILOT WIRE AND I (T-ir'} COMMON WIRE TO PULLBOX FOR FUTURE USE AS NEEDED. CONNECTION WILL BE MADE AT CONTROLLER AS NEEDED. NOTE: INDEX MAP NOTES: IRRIGATION SLEEVE LOCATION IS CONCEPTUAL """m LIM175of"PpA5E04"REV15Eb AERAANDCOA/UM011 Z NLY, SLVE SHALL BE CONTAINED WITHIN NOTE. L OF 8$-/8 BY crrY&vG DIV. V/CbM,+ ADD SPRAY HEADS TO ACHIEVE PARK DEY, mu ��W •�� .� s•ti• 4 THE LAYOUT OF MAINLINES AND LATERALS IS DIAGRAMMATIC. LOCATE- MAINLINES, THE MEDIAN NOSE WHERE POSSIBLE , BACKFLOW PREVENTERS, GATE VALVES, QUICK COUPLERS, THRUST BLOCKS, MOISTURE R O SENSING DEVICES, AND CONTROL VALUES IN PLANTING AREAS. •• 1009 DOUBLE COVERAGE _ © REFS T SHEET a PRESSURE CALCULATION IRRIGATION PLAN Ph WHENEVER SPECIFIED HEADS Q sHow CONS TRUcr1oN BETWEEN l HAveAl / { Note: MDSC,� V/GGAGE ANo FUTURE FX6CVV4r or,-- &AMP IRRIGATION CIRCUIT PLAC_EME ARE BLOCKED BY BOULDERS. �C � —N- ��' f,� CITY PER DETAIL. SHEET 7 Q Pipe between B.F.P. and water meter •• ��<E `TNNLUlot 7� DESCRIPTION OF RE ,ISI(,N DATE �P�RovEo �] shall be 2 -}- galvanized steel pipe. © 1p . . -4 cLAe)� 65 •• ' �"—ADD BACK-UP HEADS c .� W �+g+ � north CITY OF RANCHO CUCAI�lONGA 6L,:�fr, : � v�''�'Tp,�-ops - �� 4-I '�_ eocx°ER - � HAVEN AVENUE u Y1zN RT mo� �o ,r �+ L-- NHVERTICAL OgsT0.UCT IONS (FIRE IIYORANTS, �,..,,....... EOF CA<\F� E Td U I IG� '� �7 ,�� L�• A ST0.EET LIGHTS, TREES, ETC.) I NTERFM W ITN MEDIANS INE SPRAY PATTERN OF TME SK%NXkfk HEADS �«�..,..... DATE : 6k5,7 /-`D, /Mb - - SO AS TO PRE%IIKT PQOPEQ COVEQkSE, THE ••»••••••• NOTE : IPJk%GA110N (014TRAGTOR SHALL FIELD ADJUST C.....,. HAVEN VILLaGF TO 200' THE spa1NE►Lfa SYSTEM %Y INSTALLING AR /--- . PLACE ELECTRIC METER AND CONTROLLER IN STRONG QUARTER CIRCLE M HALF CIRCLE SOQtNt%.VR Pis 9911m _ O APPROVI$) BY :' S DATE BOX, AND LOCATE WITH BACKFLOW DEVICE AT BACK MEAD ON tACH $10E OF THE 065TAUCTION 50 CCITY ENGINEER /f� � 22 7 OF R.O, W t , PER CITY STANDARDS . So AS To PaOV IDE P%0PFA CoVERRfrE. (� RCE Nd ALL ADJt1st%ENTS SHALL BE MA0! kT UO �I �J�.. $ Scale -AM • . ,• Wf MM ♦-f Hlu iLOCATE METER NEAR CURB. AADtT1oNk1. COST TO THE CITY. (TYPICAL) t 1 ,��, 20"-0, Of SAN SERNAROINO COUNTY ��� es, nc Cpawti CONS1N(�UImrwo ND►LANNIN(1ERIN0SME`. &'3N.Mountain Ave.Suits LOG • L'►L�ND CALIFORNIA 91736 �F I0 ' Landscape Architecture -Planning �-� — ►HONd(714) ",4G-r01a10 E _ E_ Old Cit% Hall TluM Floor - H1_ Sereetth S, • Rrve-s+or CA -2_5): • ':♦ -31-1930 NCE Nc, -- :)A tT r LE NC 85-173 - _ 5PEE7 T 9 - Ori RSO VALVE BOX b COVER MARKED "IRRIGATION GATE" "CHRISTY" FL8 BOX & FL80 LID (OR EQUAL) I. EOuIPKNT TO K INSTALLED At A MINIMU'1 Of ta- MOM ANT STRUCTURES 00 INROSCAPiNG. 1" IN LAWN AREAS- RAIN 8IRD33 OLRCWTTII YELLOW ST1RUCTURE OR 3" IN PLANT BEDS FINISH GRADE RUDDER CAP - SUPPLY ONE KEY NAR•DSCAPINC ROutOCo*KNtrtVALVE NOK COYER 9• rr(R UNIT Is mEI " T TO A STRUCTURE (td. WALL. BUILDING, ETC.) MOUNT TEST COCKS ON PER 12 QCV'S INCLUDING HOSE OPEN DA NON-STAUTtAE SIDE. SWIVELS. di MAArED 'PRESSURE REGUL1�t0A• i FINISH CRADE - INSTALL IN PLANTER RED ONLY N AREAS f IIID - _ -- IIIIII LIKE SIZED 'ASS ------------------ • ------ -- K l fr N lr 10 Maxima: IN LANT BEDS ISN GRADE I GATE VALVE , /BASS NtPKE Tr►TCAI (a) PLACES ,BASS 90• Ell - fT►iCAI (2) PLACES 1 ' - I I i� � ��iJI��`. ii�il�l (� Z --I ( II � --------•-------� IRA55 NIPPLE _ ) I BRASS UN t 0 PASS SCEESEEN TRAiNER WiTH 60 MESH I II a!IAI tillMOREL BRASS NIPPLE STAINLESS STEEL UMI s 4"THICK a tY AIDE CONCRETE PAD ' BRASS 90• LLL SCREW CLAMP = I 1 ' (LENGTHOPE DRAIN VARIES PtAAT MMAH1UFA =URE*) MINIMUM (3) PLACES PIPE FROM METER PRESSURE REGULATOR BRASS 90 STREET LLL r 4� I IIII BRASS GATE VALVE I FROM WATER SOURCE FiNISH GRADE BRASS NIPPLE - 6" LONG 04 REDAR STAKE P WITH BRONZE HANDWHEEL BRASS 90• STREET LLL EV TO BACKFLOW (24" LONG) E. PREVENTOR M Z y �, , 0 (` i' i t Itllll oJ� o V J o „� •Y v. `-�� � ., A I I I ` I MASS NIPPLE • TYPICAL �" '�" ��'' � o' 3/4" WASHED CRUSHED •,•, ,•�• �J �;6 0�'`V� . . • e09" •.- o too • • , c II :z l2•■i2•t12 • CONCRETEAGGR GATE BASE - 0. coNrAcfloC. O 4 REQUIRED THRUST OCKS - r , • ti L /0011/ i I I I x TYPICAL •. b i PLACES• N doPoc MALE ANWTORs III II TYPICAL 2 PLACES � � I ( ) - - �I/4• WASHED tnHEo AGGREGATE SCH 40 PVC MALE ADAPTORS SYSTEMS r,. _ MSE ROU- �D . L PRESSURE SUPPLY � (RA SLACES LINE FITTING - IRAu ro• ELL • TYPICAL b G. -PRESSURE SUPPLY LIR D. LOUTS 1SNIT 1MITMtM iNllu$ ILREAtiS MNtR%wlk ►asti$l.i 3• PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE 80X. ORIENT PARALLEL TO STREET B RESSURE REGULATOR UE C""" GATE VALVE n RP BACKFLOW PRE�fENTER A QUICK COUPLING VAGUE ��F'�cfJ PLASTIC VALVE 801 t•e4,-teY eA Q WILED •IRAiGATiON ACv' /2• ABOVE FINISH GRADE 'CM ISTY•FL9 BOK &FL9 L10 NJ-POP SHRUB HEADE RENDITION [IF TYPICAL TO SMIiNQt1 • mat PIP( TO 40 FINISH GRADE OR�FACE OAVWALL CALSENS CONTROLLER INSTALLATION � SKC)F1t0 KFTN WITH 45- ttLS IT SCN 60 PVC NAIL ADAPTOR 'I I' Li - �* FINISH xN Bo Pre ullaR IIII -� a -- IRASS NitPLE B ', , � 1 ct -- i 1 'iNAP�T1tl� CONNECTORS _ �•'� .M ��� TI =_ � - nr 10 IN LAWN AREAS1, 3' 1N PLANT BEDS ELECTRIC CONTROL VALVEI F IN I SH GRADE = SH" HEAD NOW-PRESSURE LATERAL - � CI]MMOPI WIRE VALVES - ---PIC TAIL EXPANSION MINI Il�ll - '' = loot MIN. 2A• LONG) NINE A FITTING � ( Cwt STREET ELL = IRASS ANGLE GLOBE E`I -' LEX 90• STREET VALVE W/UNION0 WCOIM S� LJ1TfAJlL LINE WITH <---flowTEE OR ELL IRASs NIPPLE PSK - _ + L CALSMSE ! is, • 3/4• WASHED CRUSHED v`+ AGGRE W1EI SCH AO PVC 90• STREET ELL SCN BO MNIPPLE r-- WATER FLOWN i - -.,O. -CONTROL 1 CCMnON WIRES MARLEx 90• STREET Ell SCH 90 PVC NIPPLE • TYPICAL (2) PLACES s S4I. e0 N o o M 0i SCH 40 PVC S:S:T iEE PRESSURE SUPPLY LiNf ANTI-DRAIN VALVE AS REQUIRED RIM: MASTER FLOW BACK-FLOW WATER NOTE: CONTROL rAlrfS A MINIMUM OF li' FROM STRUCTURES OR tNAROSCAPING. 1. LOCATE HEAD •' FROM WALKS. CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND �?EI3� M'fG' VALVE SENSOR PREVENTER METER 1. INSTALL EDGE Of LAWN. NEXT 10 SIDEWALKS. 2. INSTALL VALVES i N PtAxT ZEDS WHEREVER rosS11LE E - OOI,�F 911 JOINT �-� NP�DIt N.O.N.0• S1zE 1�1 SIZE I`/117 SIZE 1 I 1. PLACE VALVE IDI AT R(GHT ANKLES TO STRUCTURES OR 1(MDSCAPING. 2. LOCATE STREAM SPRAYS 60 FROM ALL STRUCTURES. ANO SPRAY HEADS 12' FROM ALL 2 EA. P11C ET ELLS 1 O Z e#s11-SLN5R STRUCTURES IN SHRUB MEAS ITR 64 FROM ALL STRUCTURES IN GROUND COVER AREAS. S MeI ') �D t- -� 4. PLACE ACAE6ATE PRIOR TO INSTALLATION OF VALVE ION• S. ATTACH -OMISTT• VALVE iDERTIFICATION TAG WITH A"VM IATE CORTROLLER ANO 3. USE TEFLON TAPE ON ALL MALE THREADS. 1 Q © 0 CALSENSE FORM 0012 11/01/88 I VANE NU1lER , TO CONTROL WIRE. - DIAGRAM A ENSE CONTROL. VALVE SPRAY H C LSE REMOTE F HI POP G SHRUB HEAD GPM 6. Extreme can shall be exercised in excavating and working 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SWILL CONTACT THE SYAA90L MANUNUMBER BER PATTERN RAMS PSI DETAIL TN REF REMARKS Poor existing utilities. Contractor shall verify the lo- v:1TY AND CO-ORDINATE ALL OERYATIONS. Q H F 120 .T �-1' cation and condition of all utilities and be responsible CONTRACTOR SHALL REQUEST OBSERVATIONS BY Esi1Ai!frl!' P'! C1'YY for any darwge. AABNikTfl"' 48 HOURS (MIN.) PRIOR TO 141 OBSERYAT1lNt. IRRIGATION NOwrEIS 0- 0 )1( Nit RAIN81P.D 1904 FULL C/RaE 25 /•0 'V' S47 FU IRCLE RE"URE COM ?J5 lNG BVB�1.. R 7. The Contactor shall keep the premises clean and free c• A. THE MAINLINE AND POC SHALL BE PRESSIRRE TESTED (PRIOR • excess equipment, materials, and rubbish incidental :o TO BACKFILL) AT NOT LESS THAN 125 PSI. FOR NOT LESS his work. 19.'tMainline and lateral sleeving wif(r�n 15�►�*`' ) THAN 161X (6 HOURS AND PROVEN WATER TIGHT, THE TEST 1. GENERAL - All work shall be in Accordance with applicable r SHALL BE WM IN THE PRESENCE Of•TNE CITY 1N3PECrOR City and Count Codes and these plans. The Contractor B• TW4E �Nb AAF_ TD M ACCOMPA- Lf lrrn Sleeving to be Class 315 PVC, 2 times N$I CD I It,>T �t-1 F-P P pipe. CITY ro A T I. I'1.13 !" ` A za-H, F 12 2-5 .45 -90 1.8 60 SPEC �b^,ATIoN �RA55 LAW {NAC-�pt.t� g1.4BtlyPy ��RA y p �-V- the diameter of the specifiedSIGNED AND DATED. shall apply far' all permits and pay for seam. ® rl1Q�.p $Y A 5 ARA TE SET OFs P c c• A. The Contactor shall verify all conditions and Hmen- (1 SpErGIFICAT1lk13 P�: oW5HIC-A-1 frrr atop ' Sleeving to be Sch. RO Wlv. Steel, _ 9 DATE :tons shown as the plans at the site Nior to commenc- A IZE A PART OF -THIS Apf'R•OVAL. . - ^-'S' gmoor ® - - -- ment of any work under this contact. B. FINAL COVERAGE OBSERVATION - IRON COMPLETION OF THE I 1. The Contractor a1ba11 carry aM Werker';Compensation, IA 1 +Imes -61^tdlw...eatr of 4%%espita4:44 pipe. IRRIGATION SYSTEItS, CONTRACTOR SNAIL PERFORM A COVERAGE Public and Property Damage insurance as D• Water*oelectrical meters shall be installed by c LTEST WITH THE CITY ON ALL SYSTEMS TO VERIFY WWltil te required by the G/TY eoNriC.4cro¢• 100% DOIMLE COVERAGE. THE CONTRACTOR SWILL PERFORM ALL 610. CPntractor shall make points of connections (P.O.C.) at WORK AND FURNISH ALL MATERIALS NECESSARY TO CORRECT ANY 2. SCOPIC OF WORK - Unless otherwise specified ;he construe- i W water meter. INADEQUACIES AND ADJUST ARC Of SPRAY TO PREVENT OVERSPRAY. tion of Irrigation irg of shall include tole t of comp, IRRIGATION DETAIL S 517F- AS S 1&11 M tion, late and testing risers all main inns, point of eonnec- 11. Irrigation Contactor shall be responsible for epowectllt! MIN. �O�/E-� tion, lateral line, rlsrrs and fittings; and the furnlRh- 120 volt service to the controller. Electrical porter Phase CiTY !A/Sf$CTo�t GATE ' ing and insta111ng of sprinkler heads, automatic control- source will be provided by the)k with a ,function box IIII Imo• G�rEE� lers, coptrol Ares (to valves), electrical control at the controller loca'ion. ('at � Lror: DET.41LS OFuPHA5E IpA"REVISED PER & AND COND)TICN lS SHOV.1 GO/VSrRUCr10AJ BETWEEN 14AVEA.1 GjG{�I�DULE `}O P�/G LA-re ��' PC--F7-, PLA►�J ) valves, backflow protection, excavation and backfill and 12. All control rile shall be solid copper. plastic insulated � QF CUP 88-/8 BY CiTY ENG 61V• W CO q- PARK DEV 2 �J, ZL V14.e A&E AAfO F!/rUA_- o•A6CVVAY OFF-XAAdP j ii all other work in accordance with these plans, details, ��� V VViNi41 J �j �Q'�; � I'i l �H I� �(,1G 24 (~'Ilf�l. CQf1=1� Vi�IQE Q.- ��/iN� � GOg�LE notes, and Specifications. OF direct burial win. All coamronprpifre hall be AMG F12 / � I c - I The Contractor shall furnish all labor, materials, eft" p- solar coded white. All pilot tore shall be colored and CITY © �1�r 2 .j�.L> �P AUTOM�.'r(C► GOr�►'T201_�/AL-�/E 'E i 2011 De 113 u to 750' f12 u to 1200', and Flo u to DESCRIPTION OF RE VISION GATE ment, property,.tran•portation and perform all operations and ArP'ROVfb • aA�l 33 GLS G2Ulf✓� 60UPL_E� /�G(�I�- \�+j'v� �/ifJ�1'L I.Ip iN f��l-Ow 'A'SH'G7 r1`�Tn�. Did `✓'u'16Dt11 `{O �a4wANIZED �E-E- -F41h� required for a complete and operational irrtgatlaw system as indicated on, or reasana le implied by t0 drawings 11. All control r1n under A/C and concrete having shall De north CITY OF RANCHO CUCAMONGA _ and/or notes and SpRcific+cons, included as a part of encased 1n 2Class 315 PVL conduit. All 1rrlgation Ilam UNI` `fAzv- G 51fl7 )rJ� UkL•. iiJ 6+�HSF-'f' VAL--SIE b(,X rJ �Li< the irrigation work, but not limits# by it, are the fol- runs under A/C paving shall be encased in Sch. 40 galy. fJDn _.�. laving items: pipe. All irrigation line runs under concrete paving 8 .aIJ�.Gi� P �i�F •� _ _ - I•-(-- I A A.Install aWle" aparettawal. iNII 1 d1 1. awtaawtic :hall be encased in Sch. 10 PVC conduit. © - irrisatiap totems Por Pl-. details. latest, rtes• 11. Fintl location of control valves :011 be approved in the 1=EeCO 825Y G�Av F MEM1 w speciflcatie". field by the c1rY. HAVEN , I"fKpl�i F� I. Aram labor. ar.dalvwud�w»lr�eilil"touts Q (,>r��F `.�E 1000 "'LOIS T JOE V �/ L�� r-f r I N LI/•i(, I17�i �I AT &0 ` a+'6 ls. All brass or Led-Luba connections Compo :011 be casted with pwa.n nblciq 6gvlpr6rrt rr66n raaury. Teflon tape or Led-Lube Joint Compound (or equal). All I I 1211 X 12t1 { IZ C� -�Tl: TN RU ST" ow- 21C0 T 51 28 VA" C. All Ir•rilotles wrra 26611 he 6" 00 .d kr &A contractor PS threaded connections shall be coated with Teflon tape ^ p IA {� I EJB �� RAG�f as t6 red r n acid werbbelow•gra ►, irrc41 Per about" of rear t&TF__ M E ,-y WVA. fg� ID (� r 2 GQP�� 0/K� Lln,� T'11fJ. h lowlq d62u of 111"1.cmc.Putc.rf utio met. li. 611 PVC solvent-welds recowtons :011 be made with sol- Nor �/� vent-weld materials as primer shall be by the pipe manu,acl:_ HAVEN ViLL.AG L-VVI �� s ' 3. Two e Wry :011 decide all questions re- conn. Solvent-weld primer shall De applied at all - IA [] GA1.51;^St: 21�R(GN�(�GL,�ER I 1 JAL-l� � i� ENLLOCiL.IRI% W PNN 066-rW224-PG Pi JAiIM DfM A'SFt'« 'fEl-EP4 'NE C�BI.E CAHDUI-r. 5vrr2_`f FRrSH connections. h , � I �- Dating to Interpretation of t0 drawings and t0 accept- able fulfillment of the contract. 17. Upon completion of the project. Contractor to turn over P te:-Y � �UL•a` r,�iDOE.L_ ` `� M fL 'X L�5 RAT -EI:zYAT END OF MAiHTENpNGE PERIOD . to the ei�'r. O APPROVED BY , -.� _ - �. t_ GATE _ ❑ M � ,,, I t. ►iptrtg shown on t0 plans is esse•1tlally diagrammatic. ., � �••' '•-`' --•-� � E fl_EL't�IG�- METES i'�e.�llDlr.D Y r C� RSC �� 1Ai51�1'C� Contractor shall Eputl piping and avoid confli with AA. A SePiatar . set of 'as-built' drawings,and c n- CITY ENGINEER '� / f - RCE NO L'^� ❑ stattenary elements aad }R such a manner as to onforw 1► troller charts �e4uemA 4 ...o...+s►d :n Sta1e� ' with the various details. Pt keys foHlu 1r �. RE ME'rDE; hD7 Sf-D►^lN QF L7)2-EC-'T' Bt�IAL_ GOI-1Ti2ot_ ).112..1✓-- �13 '(G 350 #I D ?QDi SID "1'D ?.ODf7 PII_Dr �12L(�1� �VT� WIT )-4 f`'�iNL(NE. Ig I (gyp �L � 1• 2 keys for each controller. SCB�@ S. The Contractor shall at all times i esdprootee o U work from - �` `2 L-fl i OF SAN RERNARDINO COUNTY Z O L-ASGj 'j l , VJC, vellF�IE- L,l,►v'� i T Q D C. 2 quick coupler keys and matching hose swivels at his expense until the w-rk is accepted in writing by { CONSULTTNO CML ENGiNEERINO j J A,4socia es, nc (,O{t. NSE t`L01�1 SENSOR 2215 P SIZE 11 Iry the owner. D. 2 of each sprinkler heads specified CRawti AND LAND PLANNINO FOE( 1 S'S/I.Mountain Ave.,Aur5u11a I0� � m NaantE io2 MA�?ER VALVE I� iI No`s'_, , ALLY C-F'�n! F-fi CPLAND CALIFORNiA91736 /O N Lands nye Architecture •Planning PHONe(714) -1-1G-2.149 �A - u �E COORDINATE SENSoR Loc-ATION 141TH CA-605E R��'• • �E _KE - Ai�PU'fY 1NsPEcTo�. 1RRiGA`TION NOTES �r 1:, ->�� �,� . �. . �.�._ R:. �,_� ,. l93C RE , _ IRRIGATION LEGEND _ _ - 85-173 SHEET _ 10 OF _ 13 a 44e 991c ENCLOSURE �1AwDSCRPiNA C ELECTRIMETER COLOR CODED MAP FOR VALVE r— — — LOCATION INSIDE (PER. SPEC'$.) 21oen COtI"tRotLt>>l 4. . .. . WALL MOUNT CONTROLLER - ZORI(-OZ . J.''; t� • •• Qb•• MOUNT WITHIN ENCLOSURE. �•• L— ..J l20 VOLT MIRE IN RIGID STEEL CONDUIT (PER LOCAL CODE) SLIP SASE SOCKET OVER ENO OF WIRES i ! e ON-OFF SWITCH AND 110 VOLT C �� ���► (Y EXTERIOR OUTLET TO BE PROVIDED BY t�M F CONTRACTOR. STEP 1 ���'• ��r"-"'�'• LOCK NUT L--STRIP WIRES APPROX. S/B" FROM ENOS-TWIST TOGETnER = Q•+�K OR, CU,'� INISR-I FINISH COMMON WIRE/CONTROL WIRES IN )" E CMDESCH. BO PVC CONDUIT APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL01 ., = CLt" dACM LL - SEE SPECS. MR 2 X X 4 CONCRETE FOOTING CAVITY WITH SEALER p MIN. « _ V►1 ,1AL, 90% COl�1c Tfa+t 1 rRED I INSTALL A MINIMUM OF 1 ABOVE �- _ _ d r / FLEX RISER a. d :' a GRADE AND SLOPE TOP TO DRAIN STEP Z ---� �■ !**+ ; AT A MINIMUM OF 2Z i• •• ; � �• l; 1 i I , Itl - SIWD �' -- 1 - I - � ut 1 R LPUT CRIMP SLEEVE OYER wiRE ENDS-CRIMP SLEEVE •••: .•', - _ �� _ I.. — 4 DI ECT BURIAL WIRING TO . • hoN-PRESSURE tATERI� Lit St1�ErE AND Cut OFF EXCESS WIRE , .,. ' VALVES: BUNDLE AND TAPE EVERY PULL BASE SOCKET O'/ER ENO AS FAR AS POSSIBILE ;;!, Sir TWICE DIA"ETER OP%011-PfttfTURE 6 15 FT. O.C. INSTALL WITHIN MAIN 'S: 4 Ll1tEtUh. Lr11t! . . .. LINE TRENCH. STEP 3 �I- -CONTROL WIWE SL"VE - SIX VM ftM REFER TO DETAIL NO. } �• IkSTALL ADJACE11t TO Mttt'OM SU�•Y NOTES: l..�PUSH, SEALING PLUG INTO BASE SOCKET •• • • •• • kf�� LINC PUSH WIRES TO ENO OF BASE SOCKET TO ASSURE4 ! I. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCT 1 ND rtR LOCAL CODES COMPLETE SEALING OF CONNECTION s '�r � ` LOCATION TO BE APPROVED IN FIELD BY THE "R"rT" PRIOR TOCONSTRUCIION SV - PRESS{}ft ""Ll <.11R SUE" - SIZE TVICE DIANETRR 00 PRESSURE SUPPLY 2. COMMON WIRt TO BE I7 AMD CONTROL WIRE 70 BE RED 1N COLOR. STEP a (V��L�x LINE �?�E� �� 3. NO SPLICES SHALL BE MAD! BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. 6p T[OICAI.RAIN9IRD SNAP-TITE WIRE CONNECTOR PVC STREET E.L1._ `. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRICATION PLAN FOR MOTT: CORRECT VALVE SEQUWIRE (CE. 0OLMLC- '5"fNC1 JT �"�-Y S. RUN ONE [XTRA WIRE (COLOR: ORANGE) t0 FARTHEST RCV FOR FUTURE USE. 1. tRRIGA IoN SL.I:tr,✓Eei To >�� �.j�c s{o („a�V�.I.sIrJF� g�(� PIS �y LAT r r Azl.l. WII2� �jI ES -rb 8E e- 315 PvC: pts Irks LTG RA�_ W N L' F ITTI NG MAPIUFACTURERS• PM. »O.: (212) 724.0450 � A `5y II-A 1. 0V PLAM, TtMO ALL UJIM 11' SMOMD EOSE OF NAIMSCAPING AT BOTH EViWS- IF A CONTROLLER \ EHEC . METER. B WIRE CONNECTOR C ATYPICAL SLEEVINGD BUBBLER HEAD CITY PRESSURE CALCULATIONS WATER MSTF.f>; a I slZi< 1j1 ILEVATIori 1504.72 &TATIOPRMUnts NIGH63 LOW GOURCEOPWFCRM4710N CCW D - RICHARD OAXACA PMO"SNUVIEER 9Q?- 15 91 DATE OF INFORMATMON MARCH 4*%. 1R%:X H.G.L. WAN ErEVATIoN _ (FIE00RED IF STAM PAESSURE mmmW WATGR N;TEF{ ELEVATION O 1EOII.71 1.33 ATS. .576 REMOTE CONTROL VALVE J_ s¢r _ MAXMWM DLMASID 8_.3 ELEVATION OF HIGHEST HEM IS06.05 PRESEuRE�g R.C'V. 65 Psi. Tyr. M in p's'LLou WATER METER .6 R.P. BAgCPLoW DEVnE 1" GATE YALVES 2.18 11i.. MASTER VALVE 1.7 PRESS. REO.(PALL OFM MAIN UNE - K04N uhE 1 4 "7E ASSEMBLY _6.5 LATERALLINELOSS 2_•53 LATERAL UNE LOSS LATEML LINE LOSS FITTINGS LO$5(10f#) _ • 3Z ELEVATION UiAworr .576 TOTAL SYSTEM LOSSES: y. PRESSURE To OPERATE NEW: 2_ TOTAL PRESSURE REQUIRED: 4 4.58 LO%ESTSTAnCMSSURE AVAItAOLE: _f 5 PRE SF'I'REG"TEDPRES~cURE(IF REQUIRED): t AE..IriUAI WATER RRESSURE. .15•`e12 CITY ROV IRED RESIDUAL WATER PRESSURE: to ErAILS of"PRASE OA"REVISEO PER a6A•IVO CONDITIONS o -I 2 u SS c � �cup ter IrY F.IYG.DIy. .� eoM PARK DF SNOW GONSrRUC rION aErwaeN HAVE/V / � D VILLAGE AND FUTURE TREE WAY OFF-RI►MP % Fly � DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA HAVEN AVENUE MEDIANS HAVEN VIL"GE- TO 200' APPROVED BY / . TE `� > t _ CITY ENGINEER e' �.� i RCE 7 Scale - Rf" %0f Nn - � CPA*% SH�fT - OF R!: E »� ti - l 4 63-L •,A• ' E J SHEETS OF © LIMITS OF CONSTRUCTION FOR CUP 88-19 0 0 0 0 0 ' o 1D 4- tp N N N t/NE HEDERA N ,(,l X iN�EDLE AQ/ly�T rz Q ro 4CS vele-14 S �e1 C�4 ,�6sh rT- Roc o /Gdl G�Gr'1 �cnn ta( S oc� ciat, 'l7w�l�f DUI�h`r'Rp' 1 NZ3 t p R SF-9(A A kl'srot�nL��..� i ti 0 0 L_ t 1 O SC1(AM IZ6% 6aTthC��'1 y (�J In W azo A �p�r, �ti�s 2 GA t G ! Pe c• PaR ZO ` M41✓/�l �"!�) K M/ • — f/E/6711S To ✓A,eY 0.0 1AAJ0 �Z•cF AHTS. 1 Hi!Ao&AA HELlx 1tvEEDI.v-Po/N•rr ` ' � rF'y 1h�. '✓! DO ED C U 7 7-/A/6s T �!� A1An/Df VA DOMFSrcA 1,V*,v4 oG�ori2 ' 5 A ' 5 EC IA L NOTE PLAN PORTIONS SHOWN AS FADE- OUTIeACKDROPAAE NOTAPPLICA& 7-0, OR BEINia C ONSTR UC TED ,8Y PROJECT 6 UP. 88-/8 S E E SPEC IAL NOTE 1/ERE ON + Q + ��N � � P�E�'.`tt"�v:F uNF N cit t N _ N ...............-_. -..-..-......... ......._ _ .............._...._.. .........._..._.-_-_ _ ... .......... ._...... _ . -. ...... ....... ............... _....- -. ___--------------------- ---------_ _ _ ._......_... _ .. . _........ ._............_ ........__—__._. E .... _..• ..' _. ...... ... ._ ..._._ ......................... ............_...... ........... ..........._.. .. �. rl f P ' ........._ _.._....................... .-_........................................__...._................................___........................ --•�'"~ 6r�'P \ 1. I NN IA& t Y i d • * , { - 1 • ��Ft�J�I rJC,'-IJ---------------- . • J E �.. Glrh`,T_Na Imo;, 9U::> 1 Symboi Rotantc Name Size ,�� ,j bsi" SNRUES • NAnd1na AAlle'srica: , 6 gal. 414Zr«a 'Nana n„rpweca -�"I INDEX MAP _ ® Asparagus densiflorus 'Sprengeri L0417150F"P14A6F.ZTA"REV/SEDAE'QA.1AA000NDIT/OMS Compacta' 1 gal. A0FCvP82-M8yC1ryENC-, vv1 ly/C'OM.4 PARk OEv. Dietes vegeta """'•" E) 'D Lantana hybrid While' S gal. •' �"'u PLANTING PLAN Phase O Ilex cornute 'Dwarf Burford' i gal. It 2'ec• ,�•M SHOW CO/USTRUCrIoN ocrwesw f/AVE'.t! _ _T— J//�\ 0 Lantana hybrid Uwarl Pirie' 1 gal. —••`•••••� - - --- - --- -- — OSC E, VlLGAGE' AND ruru�E F/tEEK/�lY arm—,tA.vP ?� � l »....., M ,4P - ❑ Nandins domestics 'Narbovr Dwarf' I gal. ��J— �E� MNLUdir T DE SCR, c % OAT f CIT• NOTES: � ❑ Nandina domestics 'Nana ►urpurea' 1 gal. � �•• � Oo /f' �� SHOWN ON THE LEGEND '""`"'" north CITY OF RANCHO CUCAMONGA IAPPROVFD NOTE Q ►elargonium peltatum (Lavender) � W ! .'' n •W aa,Y. -M+4CN9WA G- W44PAS PSA QUANTITY CALLOUTS(ARE FOR ® 1 ga 1. C ,�•. --- -- - -- - — -- _ _ Raphiolepis indica 'Ballerina' S gal. ® ►ittosporum tobirs 'Wheeler's Dwarf' 1 gal. C,� •uFfts� fl �' HAVEN AVENUE ' O xyl*sea congestwe 'Compactum' S gal. ElC elf Ot►+ CNN es of ��,� MEDIANS ESTiMATE PURPOSES ONLY. FINAL QUANTITIES TREES DATE : OCT. /0 /�at� OF PLANT MATERIALS INSTALLED SHALL BE •'•�•• AtL TREES SHALL BE PLANTED A MINIMUM OF 4 FEET WER.NED BY THE I"DICATED PLANT SPACINGS. • Magnolia grandiflors 'Majestic beauty' 24' Dox 1 FROM CURB OR PAVING. (TYPICAL ALL SHEETS) MAVEN VIL E TO 0 • Phoenix canariensls 20' brown 1 20 .•. �+••�+ Trent Min. -1.0t"69 PIR APPROVED By DATE CRDt1ttDC01!ER CITY ENGINEEP RCE NO 22397 NU Scale .•.f Rooted Of SAN URNARDINO COUNTY Hedera hely NQedIQ point' CYttings 11 o.c. .r.•Y.. �_`f-, - 10 = 20'-0CONSULTNO Cr1L ENGINEEnIN0 Associa es/ Inc. `-�� 1Nt'LANDin Ave.Suits t E i • . � � �/ S'S N. Mountain Ave..Sell• IJP — /O Sedue rYDrotinctum Rooted 1'1 ac ^^Yo !/ W- L'*LANO CALIFORNIA 91736 Land_cap_ Architecture •Planning f P►+oN�m4► -,�- Z�a4 Cuttings (R 1-63 -L _ 8s-173 HE ET-11- OF e0TAW-AL NAW �✓' WE DETAIL REFERENCE REMARKS NOTE: ! EvJ ONE H.gt,IF GF 1. UNTANGLE MATTED ROOTS BY LOOSENING All ROOTS AT EDGE OF ROOT SAIL WITH WATER S PAC- N FROM HOSE. DO NOT CRACK ROOT BALL. r1ACvN04-IA WPIFL"o ,,, ,�, r,�, �T • Z�. Dox � �oR �� � G ReQv1R�p�EHT 2. PLACE "BROW-POWER" TABS Ir PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION F'�tv�N IAC �*NAPS E N y►� • 20' 80p)0vQ C L41HAT6HW f'A'1.1. MA_:I WA'i PURPOSES. -Tip)LA M 1 —____2- �V+vl) u0I.-P • I C4AVI,O $ mjt4y v AhP�►�A(>,� �E NSI F�t�� '��r�(�,I GO P�►�-'�' � I I, �t.OIJ 8 '� I� IN=-'fE`� V EfJE I v v1�Onl 'I a I IBX GOP►N i1TA 'DVJ�F �t1f�T FOPS D� 5 (ah1.i.OrJ � '� " I�P�TANI� H` IziV 'VW^fzP Wry+'E' ( wo►J 1 II �v�� ,e : HagPvvi,^ N, 3" BERM TO FORM DEPRESSED NANDNI�IA �o EyrIGA k�ou� D��f ' � I o �� WATERING BASIN + NAr�1D I til A Do('�` ��i�a r�1�r�lA P�n,PV F - 1 A►-►-0►�1llLl� Y o �I IIS a�i�l PES-A�cao+Jlyr-� PIE V1t�,Zyr'►, 'LAYENdER� , O + C�D�LLo�1 B " ' � ���31.�..3;:'�'^ :-ail:; _ 7ifri0lF")ut-1 roE!�'IP-t^ AHIC E vJPPIF ' I`O 5 IsAI-LOM B a u EQUAL �PN�OL�PIS INDIGP� �l.l.EFiINP� ® 5 6.A11'I'0Q 11 UFOUECTIMANACTRER'SROMENDAONS - TABS X �� GOIJ(�EYITi Go1�1QALTUI"1 ' rj' (sAL•4•C ) BACKFILL Mix PER SPECIFICATiONs NOTE: =t = I i -- --`-- -- -- �� -- - _ - CONTAINER PLANT ROOT BALL 1. ALL SHRUBS/GROUND COYER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS "' PLANT PIT TO BE (t) TIMES THE OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. WIDTH OF THE ROOT BALL i 12" WHERE PI.Rr,$►T TO WAUA.CluRBS 0% 611MLA• BELOW THE BOTTOM OF THE ROOT LIMZTAT\ONS, Al S1iAUgS/6ROVjW COVCR ALL SHALL. BE PLAM-%l AT pN1;E-HALF THE OE%%GlNATEp NATIVE SOIL , — — SPA4MG FROM �VCIr� 1.\M1\T i. � jai bP,ovl�OwJ�r� A ,fit>F,RA F4 X n!E OI.E POIKT © B C"NONTAINERftj� c, rlNcoTv FROM �I.a'\'� �T �Zo � , t2Ny ; A SHRUB 8 GROUND COVER PLANTING L1Ftf : IG=_NTF,I-+NI,,,",L.1 F IDE- �Ec' �S5 Ml sot? okcre, Sot? (Svu 7�dL-'Sv2� � _ 1, .� '� , PALM TREE PLANTING LEGEND I tom, AGM FU or 14ATe-p4W f5a ►w i 1rR0N pS TIED W 1 TH J U'Tm -v -rwlN&, WMtGN Wtt,t, bg-gAt< I OF ITS owN Ac`oPID. St I 4, CLl!ll A! OLJT = CoVVW-- T FL L" N WIT!, vE 7. tl;D.TNVE 150L- :2 0L- pK-IQ'iLL- coNurEC rTE ! nw). wa pE# ��Tl!D I"Im -loAjtl �..IF�t'�'-b IN F1t�Fz socK 1��11_L•-- 't to Y StL1: 3 II 4 II, f -12M v wAT>:wN& ���� 116' �aMEt�R., �� MINIMUM - 5 ' 1 -- I II CTYP.) I PLANTING LEGEND C PALM TREE DETAIL A D I• ""SAL - ALL 1100% !MAIL BE DONE IM ACCORDANCE WITH AP- 3. THE CONTRACTOR SMALL REMOVE ALL WEEDS, ROCK! OVER !• ' ' M! wr Tri PLICABLE CITU CODES AMC SPECIFICATIONS, AND THESE ►LAM!• DIAMETER, DEBRIS AND OTHER EXTRANEOUS MATERIAL FROM THE JOB y' BACKfill NIX FOR TOtEf AMD SNRWtf SMALL 1E AS FOLLOWS: jZ. TARGA QUAmYTTTR OAZAL MITSWWA W{{ITE SITE IM A LEGAL MANNER PRIOR TO PROCEEDING WITH ANY WORK YN' LARGE QUANIT1 J ALTN $MALI NAR[ A + 3 PARTS NATIVE SOIL PRIOR ARRAIFf[IWW"- V T to ' "COVE&TO S[ Q0 MAMB AT TME A• THE CONTACTOR SMALL CAREFULLY IMSPtCT THE SITE AND DER TNI! CONTRACT• 1 PARTS REDWO00 SHAVINGS jiM!t11P"T ti tTAL+LATION• VERIFY All CONDITIONS AND DIMENSIONS INION TO PROCEED- 1� LDS- GNOW-POWER PER Cy Of MIX ' IMG WITH ANY WORK UNDER THIS CONTRACT. ALL DIS- 4. TME CONTRACTOR SMALL PROVIDE 80"" GRADE TO WITHIN 1/10TH N 600-POWER SLOW RELEASE / GRAN TABLETS, 12-9'3• FOLLOW 13. 'WfP RMT' � BE T DARRI[RS ARt TO jE IDOTAtttD !� ON ALL RAO- CREPANCIES SMALL Of REPORTED IMMEDIATELY TO THE 1 FOOT Of FINISH GOAD[- THE CONTRACTOR SMALL BE RESPONSIBLE RAWFACTYRIN'S OECOR• NSLATIOMS FOR WJM21R PER PLANT- NOLIA S AMS►/ ONA 'I\AJISTIC BEAUTY TRIlI THAT ARE PLANT" city. FOR FINISH GRADE, INCLUDING ANY MINOR ADJUSTMENTS TO EARTH EAWSCA►E CD*TRACTOR SMALL Pill 501E ANALYSIS WITHIN ' Of MY NARDICAP't- BERM AND SLOPE SHAPES- PROVIDE FINISH GRADE IN PLANTING TO VERIfT AM/VE SOIL AME W"1f 01 S. D• TME CONTRACTOR SMALL CARRY ALL WORKER $ COMPEMIATION, AREAS 1Z MINIMUM FLOW- FINISH GRADES SMALL BE 2• BELOW AD- CST YET iO SINAI SOILS AMAt YsIS AM A►MOYAL Of PUBLIC LIABILITY, AND PROPERTY DAMAGE INSURANCE AS JACENT COM, DRIVEWAYS, ETC- IM GROUNDCOVER AREAS AND 1• IM j�• RtfER TD WRITTEN SPECIFICATIONS NB FOR ADDITIONAL RtOWIR[N[NTt• REQUIREB BY OWNER. TURF. IO• MaIOnTENa CITY'S WRITTEN TNt RAINTEMANCE PERIOD SNA��ITCMMENCE WR17fE-1J SPE-C-IFIC/�T10nJ$ �E IN P,OC�Kl.6l FFM ( /ROYAL OF All MASES N ►LANTIAG INSTALLATION AWRNIP SNAIL BE AND ARE 70 Se ii IN CoNJvNC _nC`M WITH DETAILS OF"PHASE04"A -V/SI=D PER AMD CONDITIONS C• THE CONTRACTOR SMALL APPLY POR ALL PERMITS AND PAT POO S• ALL TREE$ ANN BWRUIS SMALL BE PLANTED PER THESE NOT[!, TIIE FOR SOF CONTINUOUS CALENDAR DAYS- MAINTENANCE WORK -THESE PL.AM5. LARDSCAP DETA S SSE - A OF COP 81-tg BY QrY EAa DIV- W COM•a1•PAR IC DEV. ZI 1-4-1 1-'XH SAMEDE • SPECIFICATIONS, AND AS TAILED- ALL PLANT MATERIAL SMALL SMALL INCLUDE TWO (Z) FERTILIZER APPLICATIONS TO ALL PLANT'' SNOW CONSTRUC BE OF THE MIGMEST QUALITY AND LARGEST REASONABLE SIZE AVAIL- 104 AREAS AT THIRTY (30) DAY INTERVALS DURING Tiff AGE AND /vUUA'f MAINQ rL1AE F�t'EEW.gY a�-)Cr4MP BETWEEN NAVE! 1• ALL IRRIGATION WORK !MALL NAVE BEEN INSPECTED AND AP- ABLE FOR THE $PICIFISO CONTAINER SIZE (WITHOUT BEING ROOT TENAMCE PERIOD- ►ROVED BY TIIE CITY. PRIOR TO BEGINNING BOUND)• SHRUB MATERIALS !MALI BE VIGOROUSLY &ROWING, MEAL' AMY GROUND OVER PLANTING WORK- THY PLANT MATERIAL, FULL AND BUSHY; Of MINES WHOLESALE $PUS - TM[ ff*EWAL -CARE ASN MAINTENANCE N HOMROVIA NURSERY COMPANY QUALITY/MIILCREST TREE$, OR DESCRIPTION OF REVISION DAT[ CtYY NURSERY/ All AREAL SMALL COKtItT N /MPER WATERING, FERTILIZATION, M• TME CITY WILL INSPECT THE EQUAL- THE C171Y WILL APPROVE ALL PLANT WEEBIOG, CLEASi AMR At FOLLOWS: PLANTING WORK• PRIOR TO STARTING WORK, THE CONTRACTOR MATERIAL WHEN SPOTTED PON PLANTING, AMO MO WILL T HESITATE TO $HAIL CONTACT TI{E CITY ARB COORDINATE REJECT ANY MATERIAL N OY[fTI QUALITY, OR LES! THAN A• CULTIVATE AND WtMB AT M1 LESS THAN TIN 110) WORRiN. north CITY OF RANCHO CUCAMONGA Alt INSPECTIOMf• THE LARGEST REASONABLE SIZEE MATERIAL AVAJIAQLE• ALL BAY INTERVALS• OPECIMEN TREE$ FON THIS PROJECT ARE AVAILABLE FROM Hill f• THE QUALITY N WORKMANSHIP AND MATERIALS SMALL DE N TOLES, )SW f• LINCOLN AVENUE, CORONA, CALIFORNIA D• TWO (2) F[RTILItER APPLICATt�f KR NOTE ADOV[, WITH THE HIGHEST STANDARDS- COOP[NATI" AIN FLEXIBILITY IS (ho 7SS-1b00, STEVE ANORESEN, SALES Rt► M RESEMTATIVE, 10 LBS-' PEA 1000 SWARF FEET 0'6-0• EXPECTED Of TME CONTRACTQN TOWARD WORKING WITH THE OT1414 SOURCE EQUAL IN QUALITY- IN PRODUCING THE B[ft POS- If t• CONTRACTOR SMALLMAINTAIN THE IRRIGATION SYSTMt IN A -. VES-. AV"NUE • $PRIG P" 1. 6• TME CITY SNAIL APPROVE THE LOCATION K All N LIRE NEW, N"RAT[RATING CONDITIQM, ABJUlTING MSM 01111611111 THE 001 GALLON AND FIV' GAL1,0111 K ART MATERIAL AS AP- TMR011 AND MAY AMC$ AS NECESSARY• THE CONTRACTOR If Q• UPON COMPLETION N [ACM PHASE Of W011K, TNM CONTRACTOR PROXIMATELY SPOTTED IN TME FIELD BY THE CONTRACTOR- RtlPONSIKE FOR PROPER WATERING N ALL PLANTING AREAS, SMALL THOROUGHLY CLEAN THE SITE Of ALL ACCUMULATED NUS' ANO SMALL SUPPLY ANY NECESSARY SVPPL[NINTAL ASP I A P!, BI$N, BESRIS, AND OTHER EXTRANEOUS NATENIAI OFF SITA IM /, µL GAOIIWDCOVtR A$ NgED IM THE LEGEND SMALL OE ROOT1B TIP REQUIRED, ANN SMALL KPLACE ANY MATERIAL DAMAGES WE TO I �i z"t, S A LEGAL MANNER• CWTTI04t FROM FLATS AM SMALL BE PLANTED IN STAGGERED ROWS 1/0� JMIRO►EN 1101 STUN[• � �"�� /v/ Ifto 2. uePt QP WORK ' TRANSPORTATION, . CONTI,MUOUSLY UNDER ALL TREES AND SHRUBS IN TIIE AREAS AS FURNISH All MATERIAL. LABOR �► EOYI/PENT AND PROPERTY TO COMPLETE THE IR, RA N TNDESIGNATED OM THE PIANS AND AT TMNC E SPACING INDICATED IN THE P. ANY CONCENTRATED DtVtLOPMfNT OF WEEN GROWTH TMAT RAY t PLANTING AREAS $MOWN ON TME BRAVA@$, OR REASONABLY IMPLIED LEGEND• AKAR If PLANTING AREAE DY1(IMG MAINTENANCE PERIOD HAVEN VILLAGE-, TO 200' _ Dj][H TO COM/LETE THE CONSTRUCTION- INCLUDED AS A PART Of THE sRAll 1E RE11!•V[0 AT THIRTY (3O) DAY INTERVALS- THE NOTE• THIS PR+O�ECTS �1�1b5CAPE �� i• TO ALL NEW PLANTING ARIAS AND PRIOR TO IRRIGATION SYSTEM IN- CONTRACTOR RAY ELECT TO REMOVE SUCH CONCENTRATION! OF �ANZ w EaE ACCEPT FD an O q WORK, BUT NOT NECESSARILY LIMITED BY IT, ARE TME FOLLOWING • ITEMS: fTALlAT10N, Cf0$f 01► OR OTM[RWItE Till 12 DEEP- AFTER WEtlt NAMUAIIY OR BY AM APPROVED HERBICIDE /ROPRAM A/' CROS RI/PING, ROTO-TILL SOIL PREP AMENDMENTS K• DEEP: PROVER BY THE CITV-• APPROVED BY ' AZ C�MPLET E FOR PROC.ELSIMG �`` ` mv ' `� '.�.�,, . �TE INSTALLATION N FINE G0AD111S N ALL PLANTING ARIAS) /R[►ARA- SOIL AMENDMENT: IRO-►OWES, S'3-1, 200 LBS/1000 SO- FT- E• DWRIMG TN[ COWRS[ N TNM "INT[MAKE WORK, TOO CWTRAC- ! C CITY ENGWEER �'. yl!' RICE NO. X TION Of ALL PLANTING AND TREE MOLES; FUNNISHiNG AND INSTAL- OMDWQOB SHAVINGS, 4 CY11=1 SO- Fi-- TM SMALL RMl4'_•VE SWRPttl MATERIALS AND DMIRI! PROM THE P1l�ca TD THE s����T�r� ��TE AST iL ` LAT IOil Of ALL REQUIRED PLANTING BACKFILL MATERIALS, TREE SITE AND SMALL KEEP THE PREMISES IN A MCAT APIA CLEAR (TAKES AND MISCELLANEOUS MATERIALS; FURNISHING AND INSTALLA- LANDSCAPE CONTRACTOR SMALL ►ERFORa SOLE ANAlrfrs 1AIN11A$kl( 17 / 1490 OF THE _ H SCa1tr� Ti)� ) `` • J. RE MEMOE� TION Of All PLANT NATERtAI$) ►ROVIOIMi MAIMTEMAMC[ TO VERIFY ANUVE SOIL AMEIrtrl S. 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