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HomeMy WebLinkAbout1048-L ,R 4'-01 b►_c�IIrru • sta�.u�b � c.�oU�l� cavi G.•�tl �i���T ��IM�� • P• 1 - . s •f 4 4 • • ............ ..y. 4 Y, ! R , -mom. a� . ►: " !'Cf( p ;G•:;tel l �F'� V�LAi3!- �Oh'1 c ' C213) 125 g A.RBOR . EFFE "NT c i q L/ VW5 4 eb*z rM�- uo co - Q :�::: ::;::.:.::..; ';::::::::::;:•. .:::.; VSA{ .. 4 0 i y • s �P :•r; — e r • 4• 1 •'t�. 'fit. ���•••+++ , l h rw•wP'•7. 'i. — . i J i� 1 • t� a• f .q• ir s f l w LAYOUT :f c� 1 tc r Via•APLAN, -3 -3 REVISIONS 81i( REV15E0 SNEE 5 -8 AXO P-8 1^OM E IN-FILL OF E --- w' 5 MEVAN 16LAND PER iii 15725 /G'/�'�96 ' " RcV�e eeE3 I•I 2-3, 1-4� P-)F-3 >i P- AND ADD 5 E05 Z-►I 4 P-1.1 -To �601ry MEOW-15 A5 RE(?. PER PM 13iss r rAN�L s Tui o vo pl�fia�L � � CITY of RANCHOCUCAMONGA TERRA V I STA- PARK W A Y - drawn I _ FE ._ WINC�C��IV �F �-_ _. _ _ _ SIDE`NALK DETAIL PN�RuMPF 41-011 0 f a ME; a i "P►�oVEp 1312ATE �•,.p— / . , y 1 A`��. �g,�H K yQ iy� G I'(i( �1�161 h EE �� R G E NQ 23 1'' ' SCALU J SI na u• ' S 4 r0 • L 7. 3( X978 I Signature 2 Rene.al Date3•q• 9'-� � DP.Ai�iP✓! sheet fl Date Q` Bete �Q qTF OF CAti��O� Of - - - sheets A 1 TAPE b BUNDLE CONTROL WIRE EDGE OF PAVING OR @ 20' O/C (TYP. ) QULCK COUPLER W/LOCK r FACE WALL TOP AND RUBBER COVER ADAPT TO LATERAL LINE SET HEAD FLUSH WITH t FINISH GRADE BROOKS CONCRETE VALVE BOX ELECTRIC VALVE (PER LEGEND) FLUSH IN TURF AREAS (OR EQUAL) WITH LOCKABLE, 2" IN GROUND COVER AREAS '='' •`' '' 'II CAST IRON LID & CONCRETE 'SNAP TITE' CONNECTORS b _ -- :`:' �'�• = l = FINISH GRADE EXTENSIONS AS NECESSARY. _ f � EXPANSION COILS, 15 WRAPS _- II��II _1 III ' AROUND V" PIPE (TYP. ) 1 � (I) �"' FINISH GRADE >z IN TURF, 2" IN GROUND 'BROOKS' CONCRETE VALVE BOX WITH HINGED, LOCKABLE, CAST COVER AREAS IRON TOP (OR EQUAL) - 3/4' GALV. NIPPLE HES POP-UP SPRAY I �'�' FINISH GRADE I i 11 11SCH FINISH GRADE ^. �� 30 LONG X 1 GALV. ANGLE PVC LEN TH NIPPLE SIZE IN TURF, 2" IN GROUND COVER IRON STAKE W/ 2 S. S. BANDS AND LENGTH AS REQUIRED 2" OPERATING NUT GALV`. EE! I DOUBLE SWING JOINT 4" PEA GRAVEL. GALV. ELL b - • 8" PEA GRAVEL :.r: . GALV. STREET ELL 18" MIN 2x4 .REDWOOD FRAMEPVC • -- 3/4"X6" GALV. NIPPLE PVC ELL EET ELL AND ADAPT TO MAIN LINE GALV. NIPPLI(TYP)' - CONTROL WIRE (TYP) PVC TEE OR ELL ON MAIN LINE • WITH GALV. STREET ELL LATERAL LINE WITH PVC MAIN LINE TO CONTROLLER I TEE OR ELL. PVC STREET ELL MAIN LINE WITH TEE OR ELL SLIPxSLIPxFIPT GATE VALVE -CONTROL WIRE TO OTHER VALVES I COMMON WIRE TO OTHER VALVES V B C DHEADA • GATE VIAL . E CONTROL VALVE QUICK COUPLER TURF , NOTE: INSTALL CONTROLLER PER MFG. PRINTED INSTRUCT- IONS & PER LOCAL CODE. K VALVE CHECK EC • LOCATION TO BE APPROVED DOp , `r0 G• E IN THE FIELD BY THE LAND- BACKFLOW PREVEivTION DEVICE �- � � - "U'3E OF PAVIRG SCAPE ARCHITECT PRIOR TO OR FkCI: OI WALLCONSTRUCTION. PAINT CONDUIT GATE VALVE (TYP, ) OF TO MATCH ADJACENT SURFACE. GALV. ELLS (TYP, ) !� FINI1W ORGFACE OFVING WALL 14 S 6" GALV. NIPPLES-4 PLACESI Nil WALL MOUNT CONTROLLER 'S�' I I i .. SHRUB HEAD HI-" ,&H" HEAD • O T + 1 l AL - Z2" MIN/ I ,N F �f'''� FW STREET ELL 12 FINISH GRADE LOCK NUT ABOVE F LATERAL LINE W1711 . . PVc TEE ORILL I Illll (Illi IIUu - 1(li 12" MIN G _ 4;; —12" f UNION E- J20 VOLT WIRE IN RIGID COMUIT (PER LOCAL CODE) FINISH GRADE -- 111jf I 11 to CCvMON WIRE/CONTROL WIRES GALVANIZED INLET AND OUTLET LINE. ADAPT TO DOUBLE PVC STREET ELL i III RIGID CONDUIT, P.V.C. MAIN SWING JOINT +l +l )I 12" MIN 12 X12 X12 Car. THRUST BLOCKS (TYP. ) SCSI. � NIPPL.E . -FINISH GRADE _ LATERAL LINE WITH .�. OF DIRECT BURIAL WIRING - — PVC TEE OR ELL ' TO VALVES QVJU Si'If1IIi JOINT EVENTERF BACKFLOW PREG HI POP SHRUB HEAD l CONTROLLER — (�PM 1. C11lIft/l..- Al.l WUkK SIN-L BE 1N ACCURI ffE WITH APPLICAA1 8. IRRI(.ATION DESIGN IS IIA!-,FD ON PSI AVAI MILE WATER PRESSURE 1'), (,i)Nl(tUILJ:R-Gy�tf - UYkN N'1'F(UVAL OF 11I FINAL AS-BUILT �IDSGAP �1D$egP � SYMBOL MANUFACTURER- MODEL. NUMBER PAT TERN RADIUS PSI DE TAIL REF REMARKS � CITY nNu f0UV1Y CODES; AND TIESE Pews. TIE CUNTRACT(� AI�U14. LNIRN:IOR :,HALL ARIFY VMSSUI(F PRIOR TO CUNSTRUC- IItAWItx.S, 19iwIUE ONE CIIA10 PER EACH CUNIRULLER INSTALLED. � = F,q �9 y�yyllY r( PEfy+ S NID I'AY FUFt AL1 W�I>F- MOST ZION; 'AtIC<11 A UI;CItLPAN:r LXIS1, NOIIFY ilk Uwl)SV(fE AHCHITCCT ` tU8 GoNFOKM T6 AAF" Aly17 S 9T9• PIDn3 �GFIEEN 9NK Xl:t'$• I'R1UN 10 IY.GINNING CONSIM.C11UN. i A. lit CIiN,T IS TO BE A RETIUCLD COPY OF lit APPROVED � A A. f1F CUNTRACTOR `.JLALI. VLRIFY AIL CONDITIONS AND DIMLN- A`.-BUII T SY%TL:M (A BLALK LINE PRIM REDUCLD TO itE �� ♦• IST i� G id b�rlL �( IZ ?J� �i� �'�� Z'� '�� w ��'I�1 f u`ItX-� SIGNS SI ON 11E I'UWS AT nF SIiE PRIOR TO CCWMENC- 9. WAIT r1TLRS 'JIALL DE INSTALLED BY UTTERS, r'W(1M(M SITE THE CONIRULLILR UUUR WILL ALL(,�f, COLORED ✓ ��a a 7.W% f1.Nf OF ANY WORK llrUL'R THIS CGNTftnCl, „ WI IN A UIFFLI?LNT COLOR FOR EACH VALVE SAFION). *3 �✓ )y (� -71 X IU, CCNii"Iok 'JlAtL MAKE POINIS OF CUNM.CIION (P.O.C.) AT,1/=WATER �. O r-✓ lla! 0/10 I t' 1 ' B. 11 F CUN TRncTUR ;t NL L cnkRr ALL wukN R S CUMPENSAI I ON, ht i 11t: B. MEN CC1,1{'LE 1 ED AND APPROVED, TIE (IMI SHALL BE r 1 furk. PU1)LIC lIAD1LI1Y AND PROPERTY DAV" INSURANCE, AS IE101TICALLY SEALED BETWEEN TWO (2) PIECES OF 20 MIL Signature V d 0 lel ., 100, W I li of. Q N I 30 1.8s GI IlE•W11tf1I IiY TIE CWNLR. It. IkRI�,ATION CUNTI2ACTOR `.JVLL-L BE Rf'�{tmSlBlf FOR CONNECTING 120 CLLNF PlnS11C AND MUUiVTLD ON 11E INSIDE Of THE CONTROLLER / y VOLT '11(VICE iO TTI- ((JNII?(AtI R; I Lit Ikl(:AL I'(X•!ER SOURCE WILL WUR USING VELCRO TAPE OR EQUAL. 4- _ •- � _'_g3-- $ ® J43 I�GIGJ 11' �i 1? 1J � o ,�j' 1,21 ` C. TfF CUNTRACTUR StIALL APPLY FOR ALL PERMITS AND PAY FUR Ik 1iwvIUIl) by 11[ OMNIR WITH A ju&TIUN BOX AT TIE CUNTROLLER Date I-ucA1TUN AS sll(xm LIN 111E PLAN. R1:Vt5L NOTES , Gx 2v iso 121 ' / j a � -J_n UNLESS OTIF.I(WISE SPECIfILD, TIE CONSTRUC- 12. ALL (UNilt(x WIRE SINLL BE SOLID ('01'fl:k, PLASTIC INSULATED. OF ® SE1� NEYJ IGa.Z10y i3� ►I `ANT �-' ) (D r7) 3�/g�93 � qIE F �. ��� O��At•`i0 ✓�,, WIII TE V re/ Ott W/ _ Y yC JO . .�I i'.LI 1NSTALLltA,RAND TTESTINGTOF ALL MAIN LINE, POINT OF+ICOPWEC- ALL I'll-Of WINE MALL 1t AWG b 4,WRID (94AIBLACK.NIG NIZ v - q�.., �^ i t i �,/� TION, LATERAL LINE, RISERS MID FITTINGS; AND TIE FURNISHING l d 0 I"'J g G jF� I�/li. �� I5 ��� i.4� �'/.' � � T ,IZu AF�OY . } F"�/C/ AND INSTALLING uF SPkINKLLR IIEnIJ!;, AU1UtNUTIC CUNTRULlERS, ii, Nl (ONfltUl. W111 AND IRRICATI(NV I INC RUNS UNDER A/C PAVING SHALL • " Y�� `• ' ((NT14A WIRI s (TO VALVES), ELICTkICAI_ CUNTI&C VALVES, !sf Lr(AsI_U IN :X,11, NI) PV(: P I IPF Sl t-I_VE!.. 0 ��• {�>/>LJr /i2 � IFS 3rlG j2+ �o I. BALLIIL(Al PRUiLCIIUN, LXCAVATIUN NIU BAL411-I4 MID ALL OTTER 14. FINIAL LOEATI(l1 OF CONiItOL VALVES JNLI BE AFF'ItUVET1 IN THE FIELD I 1 ' 1 BPLii�I. FAD , mOT -� ��'t�/I�A• Fi 1iJ- U_A I0lA W c G���1'�l; I�IE�� ;� �� r % �A11i�1IBJ f�QfV(�A C7 I v f • 171 IF. CONTiWTOR STALL FURNISH ALL I-AIJOR, MATERIALS, EQUIP- OLdi�L-F:� EZLS� ` t>FIAILS nND NOTES, + WORK IN ACUItIYVNCE WITH 11ESE PLANS, BY TIF 2�� ` ( KENT, PI"1_k1Y, 1F(AN.J'URIATION AND 1'LlifUtM ALL OPERATIONS 1� ALL IJJLS OR (V(LVAVIltU CONNICTIONS 'BALL BE COATED WITH TEFLON D Zl WI <<le2 `xv rw- G0;c,0jrgi reijoef- kIULARID fill A CUhi LIE AW UPLHjUU IRRIWiIUN SYSTLA AS TAII OR IID 1011E JOINT (AHUUND (OR I(JUAL). ALL PVC THREADED �! R%A'I G'O(l�i.Fi V AL,Ei I4-�G1 I IZ�I. -1��c� I`'�iY t G.� f% � ,� �. � •W( G I 7 NUI L S,I I NCLld�_D AS A OF I lit 1LD BY TIE 1 RR I(,Af 1 UNUWORK,�BUT NUT (uNrll C I I UNS >I V�LL BE ( !t L C TWITH I T S IAL I NBEWMA[)E WITH SOLVENi- y% �f �! i ✓ ~' I I '� ,` v l IMI 11 D BY 11, ART T l k f OLLUW I NG I l I l•1S• 16. ALL I'VC SOL VI N 1-WILLD .(Jf X LUN Q• Y. S' J t , . MLD MATTItIALS AS RLUI'T°INUID BY lit PITT INW(lACTU{LR. �i ,. OATS 1AP080V E Wj 16 Sent 5QO tJAT� CONT/-U L• Va!,v � �G/Z� ` f"/ ��� A. lNS1ALL CCt�LETE OF EFtABIf ItDEPENULNT, AUT(71ATIC, (K.vI N1 W111) ""AR '.:I W I BL All t III( AT ALL CONNECTIONS. �� � Q ® Rl3 err^N:v-PPlS- s�>:MOTk'. GO1dTF'.0l, VALVI�j rvl2P � PL+t1t1 • Ohl mI.I• ULTIRRwrIUN SYSTEMS FLN TIE PLANS, UElAll3, LEGEND / CITY O 1 RANCHO C U C A M 0 N GA lee:: / J r MID (AIIU 11. (l(n C(lN'llllun OF 111E I'ROJLCT, (:uNIkA(TUR TO Ttlw WER lU 1%ems I'v�Q' IA'� Wt�L-f" - . 8. ALL IRRIGATION WORK ,11ALL BE (kiAR/ATELD BY TIE (4Mlk: I ° �. - � CUNTRALTUR AS 10 MAtLRIALS AND WUkN"WIP, INCLUDING A. C RLP1t0DUCIULE `.,ET OF Wi-BU111 DRAWINGS AND CUNTRULLIR � 1L /S. I'llil�/`-I- ` f1Lr1C 1 f 1 1 hal GI SET1(A) O OF E YEAR IOL TWING II BLUIW OF FI FUR A (�(j�{•.c� 1� - � TERRA VISTA A vAly� ' Ur�ti ��� � ' - � �' T . � Y 1'LklUll OF UNE YFJW IULt1kNING LIE LNIE OF FINAL � 't, • B. 2 KINS. IOR,EACH CUNiROLLCR. • • . , • - _ nc(:LP1AN(E OF nE wultK. I'' TERR r.- � AP KWAY • Qt)Ic.k- �JI �K G � �� f � L�� ��_�1�0 3. TIE 11N6):(Nf AAP DECII* ALL UULSiiUNS RE- C. 1 UUl(.K (Ulll.lk K1-YS AND(M1C1(ItN. TAPE ;WIVELS. t'�T)(T(� ��� IZAR r K IZ"x12,. � � to G LAI INt. IU INTLkIV1Ai IUN OF nE DRAWINGS AND TiE ACCEPT- 1 N. n, l Of IJV.11 'J'RINKI_t_It IEAU 'Jl(:if Ill). -- ABLE f UU ILIMNi OF TTF CUNTkAC1. 1 /6I,�h tfc 0 VG 1 A VAG U1J� <JI t S 6r& mid, Is" C�Gvge 4. PIPING 5111X11 ON TiE PLANS IS ESSENTIALLY DIA(WftTIC. _.i ll[ 111Xi$ - llf. C(NITkACT(lt tIV�I l PItWIUE 1wU KEEP 1 ' Z/I� �//� r dl�i1ll; 1d. 16- CfiVF IjIZ� F�2 !- M 611�-Z•l•I SAT UNAkY Illfl_N S ANDPINISUCNG H AAMANNER ASVOID LTOTCUNFUNM IAL iEWITH LAI to l(:Ultfq(LU UAII.VSM1Ul JTCXitFVllkY CEYYVGE ffT OF tCMITFEIICH •• A'�A/� / VICINITY MAP' IRRIGATION DETAILS utwv_-_=== Zg �. � �If=� C�I'SA�" ISS %I-! -G� wim. TIE vnRluus DErnILs. ,i Okl(,INN. Iltr�WltK,S. 1'kl(il+ io r INN. IN•,frCTIUN, TIE CUNTkM1UFF® �1 i �G C.+" _ S, T4{ CONTRACTOR ;f1AlL Al ALL TIMES PROiCCT HIS WORK FRIX1 'Jw-I IkAN'A.kIIiE ALL INl-(1MYITIUN IRIAM lit 'AS-BUILT' SET 10 OZAi 'MA Oil 11 IM14 „ r T 1 WN(f /MITI I FT AND Ill PIACF ALL DAMA(I 1) OR STULI.N PARTS A kl 1'I ,N 141 WUkKI)!A IN'1 AIY I to AI Nlli Il I 11LlE, I lit APPROVED d Y NU( x-1014 0 A tJ K IAL C-�� �r Lr !,�I E� Ctd r'l l r1, � ,V GF-) =C r'fMC r� I Z , C.c r� F Di. 14 Igo�+ F �I/ i''IA I F�u►�► i Al 111, L XI'LiiJI_ UNI l t. 111 WUNK I S ACCT I'll-1) I N WRIT ING BY DATE I OL-LUWIM I ifliS I feUM 1 LiY WVLNT 1 UINI".•L* ftLFL1tENCE: GATE Q iM S41+11-I TIE OrkN1+• vnlvls, THIN LINE LANDVE CAN1ItUl_ IhXA Il, GUI, GOC, LING AL � Randolph CJ T Y E NC.N E RCE No 2M889 �• —�k-- – PVG 5CH 40 LD USI Line ; SIzE PER 1'U�N L . 7 UEvICI, C(NTkOL v/LL.VEs AND cUNlltcxlllt, UUICK COUPLING VALVES, 6. EXiI(I1T Cnitl 'JIN.L IN FXLRCISED IN IXCAVATING AND WORKING MI) OUTER PERTINENT (JrfDLIKJtUWU ITLI•M:, 4n •� I�ai►�bird 1866 w/t2 �IE6 n0ZZi-1. Nal€ (IV) r-Atkm l2' P,adius �pSi t•3GpM Z sh}I-i-I w/ SIAM FEATURE Hju �k M DOLE AND ASSOCIATES., INC. REW?4MENQED ttLNt EXISIIiIU UTILIIIIS. CUNTWICiUIt 'JNLL VERIFY fit j � • 4 ,LRajnbii's� 33 DLKG QUICK �oU�t.I-A VALVI: • K� sht�I.I fURCOU A/WY�DIVIU/YMGf I�ITIUN uF N_l UfllllllS AND BE kLSFONSIBLJ Associa es, inc. OF SAN BERNARDINO NEERIITY CONSULTING CIVIL ENGINEER% G 61.11 40 PVC PIPE AND Wlt is Li M s�+:Z i 1. 1. TIE (_UNTRACTUR STALL KLLa{IllE P1 Tilt', CLEM AND FRLE OF Landscape Architecture DRAWN AND LAND PLANNING SHEET LX(E',S EUUIPhtNT, MATiRInCs AND RUBBrdt INCIULNiAL 10 HIS S;SN. Mountain Ave..Suits WUItK, i Mi»)un In”Hulunda,Suite?ub nc 3016 Main;itldul,Hivn(alO(r,C"Idu(nia 91601 "1' UPLAND (714)CALIFORNIA 9�T84 t . 1 � y PHONE°(711) Ut.}G,-z �q l '* � '�0 Llcnnstl M1912 1viapiluiltj 14) It$i•IVJO C C D /AB)¢ RCE No IRRIGATION LEGEND IRRIGATION NOTES r OATS 3 FILE No1z 8614likii • + : s .s' BENCH MABKo r S+C L E* CHURCH STREET '� 5`T1�$ oITT" Mf�It�IUN� T-lwr HV-OZ Fr-0t4 C;4MT00LJE#-. q I. i 4 I TERRA NISTA PARKWAY 3' I �. vt 2" Wim 9 310 rill 4 vts SO T 2 `► PIFF. G P.! AI Ta4^TK, Cc tT?.©!r V^L-Vp. I 2'� M�1NL.lNB G QUIGK- GC7l.�Pl.,E.�. -niws ' zLoc.K, A CCTE�. -1 Ar i DESCRIPTION of REVISION DATE VPPROVE ND3eApV4 CITY of RANCHO CUCAMONGA TERRA VISTA * �gnaur * TERRA VISTA PARKWAY OF C pI# APPROVED 8 -8-46 T NGWE R 4 RCE.No 23869 . G Y E E -� MAD LE AND ASSOCIATES, RECOMMENDED e' Q SCALE 17-20' OF SAN BERNARDINO COUNTY A3 1i es CONSULTING CIVIL ENGINEERING 18r1dSC.3pe Arc>itBCttr9 DRAWN AND LAND PLANNING SHEET 545N.Mountain Ave.,Suite 105 3" Main Sk+o• &AS Zoe W+a.r> UPLAND CALIFORNIA 91788 26 CHECKED AMryiir tarlorr+ir iQW1 t71�lYtri +qo. PHONR(714) -Aa-294-1 ---- OF"*� CHECKED RCE. No.A901 DRAWINO NO. DATE m 11&6 FILE Noiz�-M 88148. tole) U BENCH MARK: SCALE , I�0-rF 4�T�- VAI>JE�, oa-� VAM-2, -o 0 NR iN(, 1f L[ U 1vf: Alln tzotrf� r-1�ltJut�� -�v!,I�s-I �ITI rI� Aft �-4LT6 VA 3 L-I , ttAMNT0N t'f. A( M b LIMiT p w ^' � ORS • I( _ � F V1� `RK j S.a- a- . Via" � '�,, to t . ' ,� LI .� »�� /� if A M I TLS . . 4' V2 2' � lk (, 2 WI ` � 1 11/ Ili ,• - �'' Ali "TERRA VISTA PARKWAY PA o t * I I �� � r - --__ -- ' - �!�^ �;�,► =rte:. 3 � � 2 h /_� I�I� v`� I 1.11 �l,�yE .. •.. .. . . I RSI Q r"+ GAll Jr= T r10 ^I 0 �XlSTING l _ G Zl . • •. - -`. f-lRP,1C�?+. QYI--Tp 8� ,' ,� tRP�t pc a►'I Ir —, -- 4" f � --------- ------- - -- -____ __ Ply , RV tz lu NOTE: This plan ,.is• connected to, or will disrupt an 0 existing City-maintained landscape and irrigation area'. __Prior,_..to new--construct a_. joint inspection and ___ documentation of the existing area's condition shall RconSTRu�T MEVIAry Nom Pr-9 PM 13155occur with .both , the new contractor and the city 1= ref NEW IFFGATION Dr--TaIL 514T Dy 3119193 40 inspector. At this point, the new construction contractor shall be responsible formaintenanceof both � the new and existingareas with a follow-up inspection of -- -- - - -- both areas prior to City's acceptance of the new area. G►ITT When the ' desired sprinkler radius required for proper nd the _ . DESCRIPTION of REVISION p�TE ►►Aov[ • -_:__ ...coverage is less than .the radius shown on the legend, �p�� Contractor shall equip the sprinkler head with a Rainbird �'`•�' CITY of RANCHO CUCAMONGA PCS (pressure compensating screen) for flow and radius 4 rN control. TER-IT VISTA PARKWAY, RA VISTA - WhO-f V6tticsl--dbatYuctiohd (fire hydrants, street lightd'op ---- .7319 trees, etc. ) interfere with the spray pattern of the Q� 'sprinkler heads so as to prevent proper coverage, the IRRIGATION PLAN irrigation contractor shall, with the -City inspector's - - 14pproval, field-adjust the sprinkler system by installing 'us CgjE APPROVED GTY ENGWEE ' a quarter •circle-'or hal!"circle- sprinkler head- on each � ab�u�i,� 9 RCE.NO 38 9 'side of the obstruction so as to provide proper coverage. MADOLIANG OCIATIC INC. RECOMMENDED Q Of SAN BERNA DINO COUNTY Y C �_ I I comswnNO cm ENOINEEMNO �c * Len Ard1rkoaze DRAWN N 5s N.mount&ArAND LAND ai. Uft �NNING SHUT FORMA oft-d"cow" nowt 01*M-un t�110NUID�m • -2" OF jO EOFCAUFO NECKED RCE NoI—f DR,AWW4 NO. DATE fiLE NoM' 86145A BENCH MARK: SEX pLACE I ES 2a- s-1PF ca cc17vx 3(b • ,37 38 3� ti� b o 2 PAO 3 3 , 4p l _� ''✓ ,, r r '! A V4` ItI 1 ytM '�+M 1,,� {Ihi- ..__ ._ 3fq'1 �L, I!z" �"� ...,..` � -"`-«.----•.-_ _ ... ..... _............... If p 2 TERRA VISTA PARK4UAY � til �,s \ti ------- ---` QS `10 ,dLrZ'1 1 /11 1 j s ♦ P tl 11 If�ll �� � i f/A r Q Q• ,(yJ � �"' ,e. ILL 1 \ 1 AllliltiiVv VAIV& C E3 Z, . -155 -• i Q / DELem DKkill - UP P/ccess PE9 Pty( F5 GBE NEW w-RtCPITION QBWL '-Wr T -1.1. • DESCRIPTION of REVISION PATE POROVE CITY of RANCHO CUCAMONGA r. TERRA VISTA' s_ --- ~ TERRA VISTA PARKWAY' IRRIGATION PLAN" ,F .�.. • P R v - ilr tAN �1r►LDAT U �Q y� Se�P�A 0TY ENGIN RCE No 23889 IaLUei 0 9 1� �y O.ESIGNMA 0 N RE M N �0 SCALE 1 �-20$ OF 3AN BERNARDINO COUNTY Signature E -♦ CONSULTING CIVIL ENGINEERING LimekwectL re DRAW N AND LAND PLANNING SNE 3•%;9 3 ,,,; * - Y t�i�in ft"R. as 111~00 bw fk>. ms N.Mountain Am,Suite 003 �. >r0in►CerlocNa UPLAND CA FORNIA91t8Q or_2d , rt , PHO DRAW LN 0 NO. F Qf fAi�, ;�t9r Q , CHECKED RCE- NoiMA—1 - GATE FILE No!Zg 1 _ • =� k BENCH MAKK: f SPRUCE AVENUE rRAcr mo. / '4oz J LIMIT OF WORK 3 b I tot ta00 1/4 37 WDRQ ,/_ 1° n ,Y � mono -40 h -_---- - TSRWA VISTA IPA AY 2Aly 4 ( Qj .,. ,.._ 4+... .. ++I�IC�:. �.,Sal.?pi,��",��.�.:�-----...::"'•_....` " � _. V . . o �, -- _ • , 1 r14�4Cr }V0. le3( e SPRUCE AVENUE . 41, la4s- DESCRIPTION of REVISION DATE PPROVE CITY of RANCHO CUCAMONGA TERRA- VISTk TERA VISTA PARKWAY IRRIGATION PLATA.; oSe�pE APPROVED BY G GTY ENGINEER RCE.No 23889 MADO AN SSOC TE , I • cry �'s y► - RECO M ENDED SCALE 1'-20' OF SAN BERNARDINO COUNTY P.3 CONSULTING CIVIL ENGINEERING Lardxao ArdvWchr9 DRAWN AND LAND PLANNING SNI`EkT N.0 ft . fur+ 20 Ub"tna Amwds 545 N.Mountain Avco Suits 105 Ir rrtiiA Criornia awn trtililts _ __ UP NoNd C IFS 129aq I--�g-- OF d-- 9TROFCAU�p� CHECKED RCE. No DATE 1-7-g2r- I FILE Noi2t*•y44• i I BENCHMARK : 5CYAL E l®' 7-9A L r !iL/. /2 40 Z R v O o - r 2 QUICu L c TERRA VISTA PARKWAY 2�•4 I'/i' f,li�E 51 �v� l,4N � � �,, �t.M �/ZM �/�, ��'• 'N ' i I � -. � lu. 3 I 11 ��h �/=N ._ _ � " ,. I L _ _1 _ - 17ZL. a� 60 lie ku MA IL CA L V/�+l.V>✓ MAII�ILJhI .. ip __.. ._. 04 P. M. No. 884-2 7 AZACr vo. /Z,3 o S v JOHN • DESCRIPTION of REVISION DATE APPROVE 0 uBgpF99 CITY of RANCHO CUCAMONGA • w TERRA VISTA SiureTERRA VISTA PARKWAY ata • v'j9rF �oQ`��Q °FeA'-` IRRIGATION PLAN APPROVED 8Y A Ee14,,gG G TY ENGINEE RCE No 23889 MA LE AND ASSOCIATES, INC. RECOMMENDED /�' -S.CAJLE 1"-20 OF SAN BERNARDINO COUNTY U A,"s.ic;iL}}es CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET L.andsC,-" Arthte0xv 543N.Mountain Avco Suits 105 _ XV bUm V964 &"w 20 hN"+O" wo P'�'ea G�(�c� UPLAND CALIFORNIA91788 _8 ��•2'0� �+`► "* t t fi' PHON?914) �q<o-2�t4�i CHECKED R.C.E. No �`� DRAWING NO. DATE 2A 5S' 9 FILE N01z(°-(*44- 85145. 401 �- = - Y BENCH MARK: ,SCALE / " = zo` ill 0- o vw v ...1 w y roUS C , I00 TERRA VISTA PARKWAY 3" i -V� - I`l4,lt�L11E, I a l2 i� V !�4 IF — .. — - - — - - - — F - r _ _ _.. ..__..... 1 114 v _ C G?UK. (.0-UrL -I PARCEL PARCEL Z P. M. No. 8842 ® rvlc7,lcl� pt-:� La-115 Ocrl G +ISA %T avIc" vrvo y. DESCRIPTION of REVISION DATE APPROVE �O�'ND3egpR9 CITY of RANCHO CUCAMONGA TERRA VISTA Ina re TERRA VISTA PARKWAY a _ 9lFOFC 'IRRIGATION PLAN 4- Ifni APPROVED BY DATE qof 6 GTY ENG,NEE ✓ RCE.No 23889 �a sRa %I, M DO E ANDASSOCIATES, INC. RECOMMENDED LIC. NO. 1283 Z Of SAN BERNARDINO COUNTY . n } SCALE 1"-20' D TE -4 �tafe8 CONSULTING CIVIL ENGINEERING L4rK%Ca0 ArChtecbX6 DRAWN AND LAND PLANNING SHEET no MWO sk". 8uae 20 lib"he Fbtwd* 545 N.Mountain Ave.,Suite 105 Jl �� 0 ar� f�cwmp .m.�pp UPLAND CALIFORNIA 91788 1-1 F 20 Q PNON?(714) f�6-29q1 A/F F CA0CHECKED RCE. No %¢� DRAWING NO. GATE W-. FILE No.i2to•`44. 85145 . 101b L. BENCH MARK: $Y ur . s_ .5CAL,E u - $ AU'TnI` TIC, CAMT'R.OI. VAL. 1�. �? 12670 O 7�2. /V'? /2670 HE mll ff WORK, GICH PLACE N �a 19 Z 2 3 4. 5 `' 25 24 23INO :. ;_ \ V . • v r ,,.. ...?..;.pr..,.•-,,.• � � _..� /' � �J 3 ILS — i� 1 1 ' ® I ^ PARKWAY m � �� •�+�� x���� TERRA � • j 1 I✓4- a _ Q \ �h 'L \ VLA — I� I 1 I � - _COMPLCfE, .lAAIGAflON FOA -fHl5 LOCA1101N Wifff -fkE, IN-FILL / OF .f146 MEDIAN 15LANO.rl — - ' f'CL. 2 - MOCUL:A .SC OL © fHIS PROJECT IS CONNECTED fO OR WILL DISRUPf AN EXISTING CITY-MAIN-fAclNl✓n LANDSCAPE AND IRRIGATION ARF-•A) AS SHOWN ON 015 DRAWING, WITH 141E IN-FILL OF 'fHE MEDIAN ' ISLAND, PER Cl-fY VRAWING NO.9,54� DELTA 3 REY1510N. -fHE EXISTING IRRIGATION SYSTEM SNALLOCREVISEDA1rSNF,E ED-fOCOMPLG'f&fNE1N-FILLLANOSrAPING. ?RIOR'f0•f0ISNEW GONSTRUCfION� A JOINT INSPCCTION AND 170CUM&NTA-fiON OF fHE EXISTING AREA'S CONDITION 514ALLOCCUR wlTl+ COfH THENEW CON-fRACfOR, C.IfY INSPECTOR AND A CIfY , MAINTENANCE REPRE$ENTA'fIVl Af-fHIS POINT, fill; CONSfRUC110N CON-ff ACTOR SHALL COMPLETI; .IKRIGI�(ION Wlt�t TSE IN-FILL OF TItC BC RESPONS115LE FOR MAINTENANCE OF BOfN 'THE NEW Arno" EXIS•(ING AREAS UNTIL � MEnIAN 15LAND. COMPLE'TION.,ANY VAMAGED LANDSCAPING SRALL OG REPLArCbV IN KIND TO -046 ' •_ . SATISFACTION OF -TRE, CdY ENGINEI R, -Mf, II)MIOPER SHALL ASSUME MAINTF,NANCE, R6SPONSIBILIfY FOR fHE WILL LANDSCAP&AREA FOR A< MINIMUM Of 90 VAYS CONSTRUCTION. A FOLLOW-UP INSPECTION OF 60TH AREAS IS AEQUIReb PRIOR f0'fNECI-(Y'S ACCEP,(ANCEOFIHEN6WA96.k A►f NO POINT ISfHECONSfRUCf10N CON-fRACfOR ALLOWED ACC ESS•fO fH E&X IS f I N G IRRIGATION CONTRO LLEA W l•fH OUf A REPR ESF,N'(ATI V E Of fH e CITY BfANGPRIS&NT: DESCRIPTIONof REVISION GATE [APPROVE NoseAp�4 CITY of RANCHO CUCAMONGA v0N>{ 8/, 4,0 9C TERRA VISTA * I TERRA VISTA PARKWAY a _ ��gTFOF L�FO��`� ' CA NoscAp- APPROVED Y rDATE KRU M F� f,� .. r GTY ENG,NEE RCE.No 23889 #- MADOI ANDASSOCIATES, RECOMMENDED /J\ • ne °`• }Q SCALE 1"-20' OF SAN BERNARDINO COUNTY 7• 48 � lPis CONSULTING CIVIL ENGINEERING Renewal Data DRAWN AND LAND PLANNING SHEET q• it • % Landscape ArrfliWose 545N.Mountain Avo.,Suite 103 Dat` �' � sem. � m 0 1 ye Ao4+�>d UPLAND CALIFORNIA 91786 {+►� 20 elf Of CAL1 "�►Caara>~Ia saw a*-m•xw PHONE(714) 911�-2-149/�B/ OF CKECKED RCE. No V DRAWING NO. DATE ' .I FILE No. 88145. BENCH MARK -0 i LIMIT OF WOFIK RELPINE PLACE, 'J aN _ X��� Q� TERRA t L E -- �q VISTA Flye oul� CCU LLM —--—— ——— —--— — _. _ _..-._.. _..e _T __ �.1. 016-1 90 34 ''�7f•J 201 F FT • A� DESCRIPTIONof REVISION PAYE APPROVE F CITY of RANCHO CUCAMONGA �NDSCgp o��KLUB/14,0990 TERRA VISTA TERRA VISTA PARKWAY _ a COF C 10 IRRIGATION PLAN APP OVER BY DATE 4 _ GTY ENG EE 1N RCE No 23889 MA OLE AND ASSOCIATES, INC. RECOMMENDED }t(�Q SCALE 1"-20' OF SAN BERNARDINO COUNTY I��M`T.�/VlfrllVV CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET Atdlit6Ctll9 / 545 N.Mountain Ave.,Suite 105 w . moo i RAIVU rn ia� 20 U DFA91188 �PNO FLE � A CHECKED RCE. No./4B/ DRAWING NO. DATE 91FILE No. 88148, (04 81) L. , r BENCH MARK : MILLIKEN AVENUE w T TERRA VISTA xj'��C�i� PARKWAY N * -41 mp 00 y a . SCALE: /<l= 20' Tll� rtt" ►/� . n b,ESCRIPTION of REVISION DATE PPROVE17 "°scApF N NLUBI,�N CITY of RANCHO CUCAMONGA '�9C, .. cl TERRA VISTA * aturTERRA VISTA PARKWAY _ �9lFOF CALA���Q APPROVED BY OATS p CITY ENG,NE E RCE No 23889 MIPOLE AND ASSOCIATES, INC. REWMMENOED e�,� cam+``,'.,}}ppQQ SCALE 1"-20% OF SAN BERNARDINO COUNTY r1n�Ues7 CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET L ard8C3p9 Al�Gt Wcbxg 545N.Mountain Ave.,Suite 105 wagmir, 1-d %4046 UPLAND 22 Alit CAMo«�.�n E( -14-G - CHECKED RCE. No %¢� DRANYING NO. DATE ZdlFILE No. 85148. TO SPRINKLER - ANGLE PIPE TO ' POP-UP TURF HEAD SET TO SPECIFIED DEPTH WITH 47 ELLS MFG'S GRADE SPECS. SCH 40 PVC MALE ADAPTOR FINISH GRADE f SCH 80 PVC UNION 'SNAP-TITr CONNECTORS BRASS OR PVC NIPPLE ELECTRIC CONTROL VALVE LrTir4- 1 111 1 C-11 1 PLASTIC VALVE BOX MARKED 'IRRIGATION RCL' (CARSON OR EQUAL) W ETCHED WITH CONTROLLER AND VALVE SEQUENCE � MIN y� FINISH GRADE SIDEWALK SCH 80 PVC NIPPLE - MOISTURE (MINIMUM ?' LONG) SENSOR •••• WHERE _ REQUIRED I 3' PIC TAIL EXPANSION z SCH 80 NIPPLE - d LONG SCH 40 PVC LOOP (MIN. 24' LONG) TXTWELL ^ MARLEX 9V STREET ELL FLOW -r-- ( VALVE AANGLE W/UNIOCLOSE b I ` J/4' WASHED CRUSHED AGGREGATE 11 A MARLEX 99 ELL SCH-80 PVC NIPPLE NONPRESSURE CONTROL & COMMON WIRES LATERAL FITTING NON-PRESSURE LATERAL UNE NOTE: BRASS NIPPLE ' I. LOCATE HEAD 2' TO d FROM WALKS, CURBS. HARDSCAPMKi. MOW STRIPS, SCH 40 PVC SXSXT TEE HEADER BOARDS. AND EDGES OF LAWN. NOTES: PRESSURE SUPPLY UNE l 2. USE TEFLON TAPE ON ALL MALE THREADS. 1. INSTALL CONTROL VALVES A MINIMUM OF It FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPINO. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND STD.PLAN VALVE NUMBER. STD. I POP-UP 532 V "' 522 SPRAY HEAD RC W SHUT OFF VALVE & UNION - PLASTIC VALVE BOX do COVER: STRUCTURE OR ETCHED 'QC' (CARSON OR EQUAL) HARDSCAPING FINISH GRADE AT GRADE IN LAWN AREAS I d Mo' , I—I—I. 33 DLRC QUICK COUPLING VALVE I �I- �' " ��-- CLEAN BACKFILL - SEE W/ RED RUBBER i i� i7" SPECS. FOR MATERIAL ' STAINLESS STEEL — b -(jj I I �X COMPACTION REQUIRED MINIMUM (J) PLACES =SCREW CLAMPI I f z i in IT _ NON-PRESSURE LATERAL LINE: J/♦' WASHED _ SCH. 40 SNAKE PIPE IN - I IND CRUSHED �; •• ::'�':. :•'i I-I I I TRENCH AGGREGATE BASE � ,41,b ' :> 1 � � •.`%•. . .*::.�,•.:: .►•••-• :::� :r•:.:: - '— PRESSURE SUPPLY UNE: SCH. 40CL. SCH 40 BRASS NIPPE l �rL �T�j + I 1� PIPE IN TRENCHS SNAKE L SCH 40 BRASS NIPPLE - _TT C I_111 _ 2LONG III-'n- �., _ AND TAPE ACONTROL T WIRES ' D.C.NAND — — INSTALL PRESSURADJACENT � SUPPLY UNE —�iii-- SCH 40 BRASS 9d ELL — Or TPP. BEDD►G d of SAND SCH 80 PVC 90' STREET ELL SCH 40 BRASS 90• PRESSURE SUPPLY STREET ELL LINE FITTING 4 REBAR STAKE NOTE: PRESSURE SUPPLY LINE (24 ' LONG) I. PIGTAIL AND LOOP CONTROL WIRE AT 9V CHANGES IN DIRECTION. NOTE: I. PLACE AGGREGATE PRIOR r0 INSTALLATION OF VALVE BOX. STD. PLAN STD. PLAN ' K, QUICK COUPLING VALVES531 CAL. L WPI TRENCHING 526 HAROSCAPING I I I I=1 1 1-111= III-1 I I= 1�?,F. w CLEAN BACKFILL - SEE — -- - -- SPECS. FOR MATERLAL .r 90% COMPACTION REQUIRED !IIII . . . . ... . . . . . . . . . . . . . . . . . . Elk. SAND ♦� - ,. ES' R1PT10 f R .V!SION OTE vvgOvf A Q b hI ':'. : :. I I CITY Y I !i I of RANCHO CUCAMONGA ISI= • II — CONTROL WIRE SLEEVE - Ell III= SIZE PER PLAN INSTALL t TERRA VISTA • -III—I ADJACENT PL PRESSURE 1=1 I 1417 SUPPLY LINE_ TERRA PIETA PARKWAY -1I I-I — — —' PRESSURE SUPPLY LINE I I=T=III—III— —I I I_ I=- SLEEVE - SIZE TWICE I DIAMETER OF PRESSURE d TYP. SUPPLY UNE I NON-PRESSURE LATERAL �,NDSCg LINE SLEEVE - SIZE TWICE p'v'� VICINITY MAP IRRIGATION DETAILS �O�v /K�,n9C DIAMETER OF NON-PRESSURE �'ALU8APPROVE 8 Y - - NOTES: LATERAL LINE D A. ATE l� 1. ALL SLEEVES TO BE SCH 40 PVC. w �, G T Y E N G'�N E.E R RCE No 24 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HAROSCAPING AT BOTH ENDS. � � / >� � 3. ROUTE SLEEVING AROUND HANDICAP RAMPS, OnYf�3 // //' .0 OESIGN -MADOLEO Ef ASSOCIATES. INC. RECOMMENOEO d@ * _ OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING ,,>tl •J!' R ORAWN AND LAND PLANNING SHEET FOr ti^ut- 545N. Mounlsln Avv..Sult• 105 STD. PLAN b. 1D. UPLAND CALIFORNIA 91766 I-1 1 _ �j27 CHECKED PNON�(11E) -R41.-RCE No O` /4A/¢ W AW IN G N0. M TYPICAL ,DATE h 1 °l� FILE No 12t..(.44. 85145.1 I0'48~L- . .{ mwmmwnxmmmwm i CURB. MORTAR 1y CASE 1 COBBLESTONE SIDEWALK 2X 3 4 4 d' # MIN. 3-1/YMINIMUM $ ' CONCRETE BED CONCRETE HEADER — 1/2' RADIUS r'+•"I ( f r, EXPOSED EDGES AND FINISH PER PLAN CASE 2 � 3 BOULDER LAWN GRADE LEVEL AT SWAL£ � CROSSINGS) �I (LOCATE PER PLAN) 3' MIN. SOIL DEPTH AT 1" IN EDGE OF COBBLE OR COBBLESTONE r � z; FINISH GRADE a �k - T 3-1/2" MINIMUM CONCRETE BED j� 3 RE—BAR CONTINUOUS { CASE 3 —.� d I. 2,—►I (i' �+— ij�( �!� ,UNLESS OTHERWISE INSTRUCTED) MAX MORTARED STONE SWALE � DEPTH � •' •• • .� 4" pl COBBLESTONE CONCRETE CURB a NOTES: 4" CONCRETE BED W//3 BAR 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SW1L1. BE: s,'1 BOULDERS: MAX. 3'0" — MIN. 2'Or , COBBLESTONES: MAX. 16' — MIN. 6' ; 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT r 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' ti.ff MORTAR, 1 PART CEMENT TO 2-11/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCR E. � ( "DRY—PACK' 15 ALLOWED) 4. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY 1 THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING NOTE: ROCK WORK. I. PROVIDE SCORE JOINTS AT 10'-0' O.C. AND 3/6' EXPANSION S. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE JOINTS AT 20'-0" D.C. CITY INSPECTOR. 1 >, 6• ROCKS SHALL BE SMOOTH; ROUNDED AND FREE OF OBJECTIONABLE CITY STD. , DISFIGURATIONS AND EXCESSIVE IRON CONTENt. C LTY' S T D. 537 . �W ACo BLE P�ACEMENT 52.8 B � ..L. NOTES: r'•� 1. REMOVE NURSERY STAKES ( �� 2. STAKES TO BE PLUMS AND PARALLEL. ` 3. STAKE TREE PERPENDICULAR a TO PREVAILING WIND. a r ». PLACE FERTILIZER TABS PER y AIANUF• RECOMMENDATIONS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. LJr U r • .4 W E �, TOP TIE TO BE PLACED AS 'd LL�6uW AS POSSSIIBLE O�NR THE FLEXING OOF TH TREE.WBUT TOP OF,STAKES BELOW S NOT 50 LOW AS TO LO HEAD OF TREE WHERE SgUPPORT OR ALLOW-� SPECIES GROWTH HABIT PERMITS. 11U HEAD 70 DROP. AWN TRUNK {2) SETS OF CINCH TIES SPACED 2t APART, ATTACH WITH GALVANIZED SCREWS TO II' LODGE POLES. rE� f DIA• LODGE PO PINS STAKES MAX WITH WOOD PRESERVATIVE STAN. DRIVE A MINIMUM OF r' INTO • aati4 UNDISTURBED SOIL AND POSITION fT STAKES OUTSIDE ROOT BALL r ARBOR GUARD IN 7URf AREAS AND • ' qA . FRONT YARDS. WATERT COMPACTED r BERM TO FORM t+ S' OR LESS WATERING BASIN FOR RESIDENTIAL AND k ¢ REQUIRES GROUND COVER INSTALLAgT�IORNS, LOCATE OUTSI T T PTT. PRIORNf TO CITY r DEPTH NATIVE REMOVED BACKFILL ACCEPTANCE. p , No.•4 WASHED GRAVEL " ROOT k SPAOVED EQUM L r �L. NATIVE BACKTILL WITH NO ROCKS GREATER THAN Y DK r t NATIVE SOIL UNDISTURBED TWICE ROOF BALL WIDTH CITY STD, 4 ,v REE PLANTING 50" D Mason rT DESCRIPTI ON d REVISION • � O�tE rrMtOv n CITY * of RANCHO CUCAMONGA 71111111 RA V NrU. vp T VII VAFA h � 7 VICINITY MAPPLANTING DETAIL DATE �.�.. 41 CITY ENG�NE R RCE N 'W /.i�.�� * os�cH N acoNM�tH dl��g �� Ex1► Of SAM S RNAR01N0 COUNTY CONSULTING CIVIL ENOIN91*40 r Of LIE DRAWN A O LAND PLANNING CA ountMln Ars..Wte LOS ' ur Na F pL�ANTIN NOTEScwE K�vacs. NoDRG DATE t FILE No ��•I BOTANICAL NAME SIZE DETAIL REFERENCE REMARKS ------ s H u B o R VINE Lam-640!* 6110 X&I rer N t o �. I� I G�PL, �� c�irJf f�R X N IA I II 1'rEp 'IE T I.ACi�' I� c�Al, 'C. ' C'11N 1-ij. r-6 , I- lI WIVT*H rl 10 H1, kl l • ZEL• a Ae a. S L L 1110 HT 7 ^8 Hid [Jer� ? -� I f`I ID15 fZ0 • 7 GRAM PLANT TABLETS ; G-(�f.�'JN�'.W F..,1L P�F}�� I �Et.cln) I`U`D �°�T I �'' � � ' � � 3 PER 1 GAL , 6 PER 5 GAL , 1�fALK. IN lKF S1��U GO f rP`I I`� I'�P�fy u F• � 1 IGp�Ti 9 PER 15 GAL . , 411 FhC.a,l,l.o�IP- �Xo�IIE}rl�1ti '��p�' ►� vl�✓,, °A' U'-t- � F-�•1`'�} ZUGl� 1fWO � i✓Lll� ops PATI AT 5 'VI�-Ipi�I 5 `A' ,LAN Nose:• ' = 1 Pill �P u EARTH WATERING BASIN [RAKE SMOOTH PRIOR �ot� @ ld ruNT IL.�X Go iJTA �f - �O O)WRAU'" �� To SEEDING] � i I�Ho � �Lll�ol,l M �c,�t-���1� ' � �,�, `A' u. I� at MAY. V r� ,0141 �, , 4,. ,SHO. Lb. AaUI�uU� vl�}alp 5 iA� ,� u. T- H5T Au. 4 rA H II Ull1 - IIVI : - 1UIII) FINISH GRADE I _ II( •, 11 ILII _ UOTBAL! u COMPACT BACKFILL MIX .. , .' .. a :d 1s. : ' . . i� PER PLANTING NOTES I A• r vl� a �, ; .� �; c DI �1 Thi �ihATQ' I GiAI,, `/�' uu. �iSl-� �At f�.'}AIi�'f N� ROOT$ALI,, - SET CROWN FLUSH W/F l N I SH GRADE .OVER-EXCAVATE ANDMP�-i"C�'J X __�• RECOMPACT NATIVE SOIL I�" , ✓ T� C�i011l�p�G�VE /OOTBALL DI_A L .A cOUoj- A,I, \/*I&L. A SHRUPLANTING B R �• �I -� gi, ONC ETE SIDEWALK , r , YVF - I � BII MAX.JpIfVT" hLIDT'H - --- --------- - ------ - -- ---- -- ------ - --------- 3 cam. �?4 � ---- -- NOCE: THIS DETAIL EXCCLOS TfIC MINIMUM kLt1U1kLMENTS SET EOLITH by THE CITY Mlles; t,2.11 (� � _ �I � � �.F�. �El..u� '•Of RIVEkSIDE PAkKS & RECREATION UEPAk1MENT FOR STREET TREE PLANTING, ��o AND HAS BEEN P VED FOR USE IN LIEU OF. STANDARD DETAIL #501 W/De 7... 'TREE (PER PLANT ®•��� tv6PLANTING LEGEND : . �I i, , INTEJi�f'G� ►NTE �/A!� c _ 6. THE OWIJEIx, I'��'H^�E�J fi v� SHALL APPROVE THE LOCATION OF ALL (BLACKI, STAPLE PER MFG. REQU REMENT 4 T I ES fir e z - - p � gTa �I f1Io' 2�' b�-� 1, �� - ALL. WORK SHALL BE DONE- 1N ACCORDANCE ,WITH APPLICABLE ' - • PIAN �� st✓ n�TRtL 8 sr+T. p t i 1 z -- ,, - ® C 1 TY AND COUNTY CODES, AN THESE PLANS. Alt- WoR1� MusT coN�o ISM OF THE ONE GALLON, FIVE GALLON, AND FIFTEEN GALLON PLANT PER GAT., TIES PER 'N 2 To THE UPDATED 5TV, P RS ANO GREFR BOOK sp c's MATERIAL AS APPROXIMATELY SPOTTED IN THE FIELD BY THE 15 GAL TREE ��' �� SE T-rwAcv -- o A. THE CONTRACTOR SHALL CAREFULLY INSPECT THE S 1 T`E AND VER I FY CONTRACTOR, ALL BOXED MATERIAL SHALL BE STAKED FOR LOCA- A. �- wM- ° ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PUNS PRIOR TO TION APPROVAL, PRIOR TO PLANT PIT EXCAVATION. PRIOR TO 12" CROSS T i E 1= C CCP'>aIENCEMENT OF ANY WORK UNDER THIS CONTRACT. PLANTING, THE OWNER'$ REPRESENTATIVE WILL SELECT THE BEST BETWEEN STAKE 8 TREE f SIDE AND FACE ALL SPECIMEN TREES. =�! THE CONTRACTOR SHALL CARRY ALL WORKER'S COMPENSATION, PUBLIC 2" DIA X lO' LONG B. 7. ALL GROUND COVER AS NOTED IN THE LEGEND SHALL BE ROOTED 2" DI POLE STAKES LIABILITY, AND PROPERTY DAMAGE INSURANCE AS R(1QUIRED BY OWNER. TIP CUTTINGS FROM FLATS AND SHALL BE PLANTED IN STAGGERED n COOTRAC-fOR SHALL REFER TO CA SE I STP ROWS CONTINUOUSLY UNDER ALT, TREES AND SHRUBS IN THE AREAS GRAM PLANT TABLETS HARDSCAPE SECTION *!�J PLAN 551 FOR CODBLO STONf- IN5TA1AAT}O4 C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. R [6 PER 5 GAL , 9 PER S: Iu_tl srt! ptAN P-1.1 DETAIL- A AS DESIGNATED ON THE PLANS AND AT THE SPACING INDICATED 15 GAL TREE]L D. ALL I RR I GAT I ON WORK SHALL HAVE BEEN INSPECTED AND APPROVED IN THE LEGEND, BY Ot-.(I�E� f�'W25i'fAlIvG PRIOR TO BEGINNING ANY GROUND $, TO ALL PLANTING AREAS AND PRIOR TO I RR I GAT I ON SYSTEM IN- COVEREARTH WATERiNG BASIN COVER PLANT 1 NG WORK. STALLAT I ON CROSS RIP OR OTHERWISE TILL .12" DEEP. AFTER 24 [RAKE SMOOTH PRIQR CROSS RIPPING, ROTO-TILL SOIL PREP AMENDMENTS 4" DEEP, 4 T O SEEDING �� g �p,rg - Lv�� F E. THE OWNERS SUPERINTENDENT AND THE OIAHf 2 r F ►- ITA'fl vE WILL INSPECT THE PLANTING WORK. PRIOR TO STARTING WORK, THE (SEE SOIL PREP/BACKFILL NOTE) f 9. FOR BACKFILL AROUND TREES AND SHRUBS, USE THE FORMULA AS INDICATED III • ' I CONtRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT AND CO- Q — - FINISH N 1$H GRADE SST- - - t LTJ-- ORDINATE ALL INSPECTIONS. IN THE SOIL PREP/BACKFILL NOTE. MIXING SHALL BE DOVE AT ONE X11 ,� -I � ( ,: • ' COMPACT BACKFILL MIX N ME0V-\ 1 �� (PER PLANTING NOTES) F. THE QUALITY OF WORKMAN SH 1 P AND MATER I ALS SHALL BE OF THE LOCATION. • 4 O HIGHEST STANDARDS. CO-OPERATION AND FLEXIBILITY I S EXPECTED 10, Ml�I M E1V/�fVCE;PER I O THE MAINTENANCE PERIOD SHALLCOMMENCE 2X c I OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER/ ROOTBAL! ' Cp L R/OWfJEf��' UPON THE OWNER AND THE Ui,ttj, 1S F-+�'(�'(iv�'SWRITTEN ROOTBALL, SET CROWN DIA ;,;:'.; E I�fT'�,l;µ1'Aj lvt I N PRODUC 1 NG THE BEST POSS I BLE PRODUC=T. L U S 1 s W/F I N I S H GRADE } APPROVAL OF L PHASES OF PLANTING INSTALLATION AND SHALL BE �i I OVER-EXCAVATE AND GRADE SECTION G T/� Q G. UPON COMPLETION OF EACH PHASE OF, WORK, THE CONTRACTOR SHALL ` �` I'dIN1 /'° - ii 24" RECOMPACT NATIVE SOIL l— LW5+iL G,1Z i 1 Q � THOROUGHLY GLEAN THE SITE OF ALL ACCUMULATED RUBBISH, DEBRIS, 2X �.'�•'�`}'.� AND OTHER EXTRANEOUS MATERIAL.L DIA _ ® f��ffl� 'To STV. it f 14 502 Z. CO WORK - CONTRACTO': SHALL FURNISH ALL MATERIAL. LABOR. S1✓ff ORTAIL. C s1{Z P-1.1 TRANSPORTATION, EQUIPMENT AND PROPERTY TO COMPLETE THE LANDSCAPING TREE PLANTING D MEDIAN GRADE & HARDSCAPE OF THE PLANT 1 NG AREAS AS 1 ND I CA TED ON OR REASONABLY IMPLIED BY THE DRAWINGS AND/OR NOTES. ALt~ TI;RFGRASS AREf AS DL:S.IC�ATF.D ON THE PLANS SHALL A.. INCLUDED AS A PART OF THE WORK, BUT NOT NECESSARILY LIMITED BY BE HYDROSEEDED AS F•OLL;OWS.: lT, ARE THE FOLLOWING ITEMS: "SOIL PREF 2, PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION FINE GRADING OF ALL PLANTING AREAS; PREPARATIQN OF ALL PLANTING TO ALL:NEW PLANTING AREAS (SHAUB.� F, AND GROUNDCOVER) oT1" BELOW ADJACENT WALKS, DRI IYEIVAYS, ETC. ROLL AREAS PLANTSH GIWE ING BAEE CEKFILLUMATERIALS RNISHING DTREE SSTAKES IAND MISCELLANEOUON OF ALL S ROTOTILL THE .FOL,LOWING AMENDMENTS; DEEP. TO EXPOSE SOIL DEPRESSIONS/SURFACE IRREGULARITI $! FILL MATERIALS; FURNISHING AND INSTAI-LATION OF ALL PLANT MATERIALS; ,,, •�<* i LOW SPOTS AND EVEN IRREGULARITIES. LIGHTLY RA AREAS N I TIOLYZED- TRSHAV I NG3 Sl C,Y /.�.( 0 S F PROV 1 U I NG h1A I NTENANCE THROUGHOUT THE SPEC I F 1 E1 PERIOD: CLEAN- �P; PRIOR TO HYDROSEEDING. UP AND WEEDING OF ALL LANDSCAPE AREAS; GUARANTEE OF ALL PLANT Q$CAPF 5 LBS. 1212I�C i�'iN RCI�'L FERTILIZER PER 1(W S.F. , MATERIAL AND WORKMANSH 1 P FOR A PERIOD OF ONE YEAR. w , yy,�+► �, l,.�� yo�cy� G 3. THOROUGHLY MIX AND EVENLY APPLY THE.FOLUDWING HYDRA- SEED MIX TO ALL DESIGNATED AREAS FOR TURFGRASS HYDRO- BACKFILL SEEDING: 3. THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS OVER 2" DIAMETER, �� ` � DEBRIS AND OTHER EXTRANEOUS MATERIAL FROM THE JOB SITE INA N LEGAL MANNER PRIOR TO PROCEEDING WITH ANY. WORK UNDER THIS .: �.. lr � CELLULOSE FIBERCONTRACT.. ! ����:.,res�'6Rature 3O IBS/1000. S.F. •"7• 3 R -V15t= NOTrES, �e� BHT• P-t•t• FoV iBACXFILL MIX FOR TREES, SHRUBS, .AND V114ES SHALL' BE AS FOLLOWS: 16-20-•0 AMMONIUM PHOSPHATE 7 LBS/1000 S.F. 9n. GotJTR?.eio� . � ... � .� `� ® *151&4.13 G # t7• PES PM t3`15S CP,0.) PMTS BY VOLUI`1E ON-SITE SOIL I BDU 31-{l-O SLOW RELEASE 7 LBS/1 00 S.F. 4. THE -t E SHALL PROV I DE ROUGH GRADE T O W I TH I N 1/ ATH OF 1 ti.. '�` �` •3,, '� rr cc 11� 4.PARTS BY W.LUME ORGANIC AMENDMENT AS ABOVE TOUT .OF FINISH GRADE. THE CONTRACTOR SHALL BE RESPONS 1 BLJV T (� CA` 0 a T E A a a R Q v E r L3111-2,-14-1 PER C,Y, OF. _ ___ -- SOIL SULFUR 3 LB$/LOUD S.F� FOR FINISH GRADE, INCLUDING ANY M I NOR ADJUSTMENT$ TO EARTH .._._ .,• ( SljLe Gc IX AG. GYPSUM 251 LBS/100 S.F,, n ' Y/ t • I - AREAS AIX MINIMUM FLOW. FINISHEG�RADCS"SCHALLEBE"2P BELOWG ��,ND3CgpF CITY of RANCHO C U 0 A M 0 N GA SEED MIX PER LEGEND 12 LBS/10U0 S F. �Q o��MLue��No ADJACENT WALKS, CURBS. DRIVEWAYS, ETC.. IN GROUND COVER '4q AREAS AND 1" BELOW IN TURF. y� '� :, TERRA �' ,. VISTA f 4. HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE 1 WATERINGS THE.DAY OF THE NYDROSE1DING TO THOROUGHLY 5, ALL TREES ANDSI SHALL BE PLANTED PER THESE .NOTES AND AS _ i SATURATE THE SOIL, AFiER TME FIRST IRRIGATIONS, WATERR AYTERRA V IrA PA KW' SMALL BE APPLIED AS OFTEN AND IN SUrF I C I ENT AMOUNTS' AS � tX:f A I l.lD, ALL PLAN? MA"TER!AL SHALL 13E OF THE HIGHEST QUALITY q ature CONDITIONS MAY REQUIRE, TO KEEP THE SOIL MOI ST, ABOVE AND LARGEST REASONABLE 5I LE AVA1U�I3NU FOR THE SPECIFIED CON- ae AROUND AND BELC►>^! THE SEED/ROOT SYSTEMS AS MAY Bti f TAINER SIZE (WITHOUT BEING ROOT�BUUND). SHRUB MATERIALS SHALL NECESSARY FOR PROPER GERMINATION AND PLANT GROWTH. . BE VIGOROUSLY GROW I NG, HEALTHY PLANT MATERIAL,. FULL AND BUSHY; OF H 1 NES WHOLESALE NUFSERY/MONROVIA NURSERY COMPANY QUALITY, �rF OF ALpfr4Q� PLANTING [DETAIL 6. THE CONTRACTOR SHALL. RESEED ALL NON-GERMINATING OR OR EQUAL. THE OWIJCkl, FlfF �'I! rATiVfu WILL APPROVE ALL PLANT ERODED AREAS WITHIN TWENTY (20) DAYS Of INITIAL HYDRO- REJECT WHEN SPOTTED FOR PLANTING, AND WILL NOT NES 1 TATE TO A P P fl O V E D Y ATE REJECT ANY MATERIAL OF QUESTIONABLE QUALITY, OR OF LESS THAN SEEDING.- TURFGRASS AREAS SHALL BE FREE OF BARE SPOTS REASONABLE SIZE MATERIAL AVAILABLE, ALL SPECIMEN G T Y E N G N E E RCE No 2M- 89 AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE. THE LARGEST REASU AB Ra n do l�h MATERIAL TAGGED BY THE UWri , F'r-��iJ'�A(Iv 11. FOR THIS PROJECT H I U b p POOLE A N ASSOCIATES. I N . 12.R�O m�� D . 6. WHEN HYDROSEEDED TURFGRASS REACHES A HE I GHT OF 2 ", WILL BE AVA 1 LABL..E AT KEEL I NE-W 1 LCOX NURSERY, BERGEN NURSERIES, OF SAN B E R N A R D I N O COUNTY d,,�' BEGIN MOWING AT A MINIMUM HEIGHT OF 2". REFER TO OR OTHER SOURCE EQUAL IN QUALITY. A LIST OF SOURCES WILL BE ASSOCIc os Inc. CONSULTING CiVIL ENGINEERING MAINTENANCE NOTES FOR ADDITIONAL. MOWING REQUIREMENTS, SUPPLIE=D PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PURCHASE Landscape Architecture DRAWN SHEET AND LAND PLANNING NAGGED MATERIAL, ARRANGE DELIVERY, PAY FOR SAME, AND INSTALL P 545N. Mountain Ave..Suite 103 PER PIAN. Mr,,:,u„� inn H.,lurnlu, tiuitte.'u5 UPLAND.CALIFORNIA 91788 �+ ?.� . SG I1, Millll'.`111y.71, :,mitt,Calduima 92501 PHQ 1 ) 11 -2`141 �,.,.. O , • L uatntitt p t y l 2 i riteuhune(/14) /81.183(] N E(7 4 �+ 9 C C�C�D RC.E No 4 a_ PLANTING NOTES: AT -1? � FILE No .� 51.4 , D E �- t+E �zt, E PREP'..'- & LACKFIL.L MIS F HY ROS Ei� NOTA • BENCH MARKO k • ' i S CA G!✓p'• � / "s ZD CtiuRCt{ STREET 4v ' RIC �; 2z } �• i h r+ � 1 SP 6� TERRA vis rA PARKWAY $ s .,' T '{� f' M �' •� •� #' �' I+ Jr '�' �^�' 't" 1 '�' `y >.7•1::::::::4:ii:Yvi:2:.i::t::: \�::: a• 'tr. •�" 'aF T �" �. '`'� �' 1 L {T t P i tl 1' t t i• } i- t i- + + t fi t t< t t t f f 1 t' + + t t i- E k s:...........` . �• ( .. r f •!• ?rTt yl zt 1 M I ' � � cam.• I ' � C�.�?T7fNi� Q I� O.G,• ' TO ?161 tam..-�t? I L- 13"'1'O I S" � ' fw t�,aiillz? . I • 3�/I JoN�I ' DESCRIPTION of REVISION QATE 6PROVE 03cApF9 CITY of RANCHO CUCAMONGA yam + Dill,�NLUB/,��,o �Cy► W TERRA VISTA CLO * , eur TERRA VISTA PARKWAY 8 FOFc, PLANTING PLAN � APPROVEO BY . JDATE - - GTY ENGINEE RCE-No 23889 MADOLE AND , I OF SAN BERNARDINO COUNTY • a Iah `�v�✓iGuP�� CONSULTING CIVIL ENGINEERING Y ANDL1OLDRAWN 4PING Laxcape Robol 346N. n ,_ I wUPlANOCAIFtNtAq I PHON7SN EE T, Q�ca w - • CHECKE0 RCI- NO.l9�G/ _._ oRaw IN c3o , ° GATE BILE No"c► $�14 _ BENCH MARK : SCAL 28 m4'H 'i'41^. ^aulR(>uvm AGE'11 q .. 1 1�N; Gam' 1f1 !% I SDI 5 3 �, G,o•1.R a ' ,LQ 1�Kt-H1�1ou�.�u6 �c,u�Plx�:ri°� =�- r I� kl& ('Tyr) UIhl'�'Z t _28 I ,..213-.'1213 3285 IQ F_5CAi., L0,Nt&. 'Sll SPRINGFIELD DRIVE 7I �Nrl.t-l.�ti ! iPT ' 9 t,I t. r�1�a sr-�r cIFL • 'PNLO p.LTa'_ . � tt J Zu �.uR.Yca»� 1;-1�i"tl�l,P.`lruti 'VIR•►�D.°� � ' HAMPTON PLACE �cwt..,• �. �• r ) .IMIT OF W R Aj te' • ,,. .y r '" t• 111 �..5!..s_... • .:..s.z!.�..•..A..!..„.G,.,.!,.!• ..•.x.x'.s.1...t•.r-.._.._., __r• •..•._.!._•.w..�.._•iG...'.....'.._'.....w.•x...' i t ! ' _....•'..x_....'x.J...•—!_�.•..�_'.' ..- ._ ..,,...�._..•_u1..... t!.'L._t.«.tae:!x.♦.�•.a ••: .• ♦II R • • III '� • T ....... _. .-.. .. .... -.. ......,. ...._... ......... ... .......... _ ......._........ ....._. ... ... ..-.- .._.. ....._......... ....... ,......_.....,_..._......__. .............�......_.... ..._.......�......,.._. _...... ......._ ������`� ....._............._... v 4 7 _ TERRA VISTA. PARKWAY lmtfv GoNTvcnoN Jo1NTa a I u l ot_ (T`&-) p -10 I �.=''�`4�'+/71�'•'�1Y �,J�.y� ��••/��/j tet{ .;... 1 1 --• y • u OT (PA IA L x ti ,D ACC ' t `• _....-_....___..._.. w it �7 1 • t Q gecom-muc:T mavi en nose Pam PM 131"(( n) . �/v�T DESCRIPTION of REVISION OAT( PPROVE CITY of RANCHO CUCAMONGA ' lT9AlRA . Vl3TA.* • RA.. VISTA 'PAIRK Y 4 i ,. PLANTING.. PLAN, , IDSCgp� P V E DATE qf, ' CITY ENGINEERZ�� RCE.No 23889 SCALL 1'`-2t� OF SAN BERNARDINO COUNTY wp }, tgt�ap► . s, 2 CONSUt•T1NG CM1•ENGINEERING `. 3,iAa re * OFtAW N SN E t Y AND LANq ppL.ANNING atr atr► wod”v"s 545 N.Mountain Av1►.,$ uito too z!1a M Eiv4x+dr I�Gh`.� UPLAND CA IF AN1A9. t8Q P�3' 2 �� ?. �P�'T ���4 rerh►CadMarr� I4W1 tt rbc wit / PHON,Cl14 a•a�aq/¢ - ---•-- 01". FORCAL�E� HEC KEO RCE. No - I _ .• OATS 1�,� FILE No!W � • r I Ar Ik' ` • BENCH MARK. r elf i ' Z1 1-tEtlUca�f�ll� irA A GAGul26'O•c• 1� K 11M I l-+ 1-1 hlIa VAlzlt� _. - I •l I �..! . Ip J©IIJ I '� Ila x �>� A �Ur� � AWA t• •4 MAt-kN� . P2U1 I,IUr'I Gc�M P� r2+�c � .+vl:. +q _ ,Arr.. �'- � va.it�� �'�� l�..i`?• SG��1��--p 1�,+3) 723-- 285 , 14 !.1 uib,�M1�Al� �� �.I I,� � �I�V AL 0' A ; OIDIA A ► I ►UM E T'I i ; f ` y • ... r 3 P "" "r1. •; own. • • i • rl , t µit r. ,, .: .. • ,�, . .. f, .. , , t, .' / P • • , ri. • M 'r. , • • ,, � .. .. e\ ,:-:. • • ,...wnw,+oao+wwww°^°w`w. .,-,..•. • • •. � � � , mob. ... _ • • , , . • ' y I .� .x• ' •t t.,.} dye :J • I w,.«m...°wr." ,.,„..._.,,. «-^•—^........................... -.....,,... .... ....,.,...., , . , ,. ,• 'fin t • • • .«..•.................«..,,". • • TERRA. VISTA PARKA " < it r �" .. . . t • • . . � • n IA I fal i L • �t TURF Son 's �. MAP-+-MoN ' I Tnr '• _ � w�4 w mMrJV�9 �Ni� �F�Ga✓b w tT •1.�Nt�'�t'tNC� �s sr-howN 4 E �, >*Cansm G � n s " O erg PM l3 S/jQ�3 �3iO/` , ►� JI DESCRIPTION of REVISION . OATS APPROVE DS CITY of RANCHOCUCAMONGA "TERRA VISTA TERRA VISTA PARKWAY ' C/0* r o� PLANTING PLAN A P Y E �,,� 1 R11dQ� GTY ENGWEER �j RCE No 23889 MAOO N ASSOCIATES, ec�V4J H)u/� p S.0 LE 1 n2 OF SAN BERNARDINO COUNTY Lp f1sr.�1�"►oci �, s Inc. � � CONSULTING CIVIL ENGINEERING Lan(�SC3�@ AIChI��CtIJC@ QRAWN AND LAND PLANNING SNI'ET f 545 N.Mountain Are:,Suits 105 >oy UPLAND CALIFORNIA 91784 �• 2Q PNON�(714) alA�-zg4G1 r-----^' o sG 1b Mem StrrEl, f�rversr�li,C�rlifutrua 501 A ri r r1•' li l ! 1 (c hu P ti ! �' cr�cKE Rc�. No. oRAw�N0-99t . DATE -I - FILE N 0!2v 4- 8514 0 i' 1046 - too BENCH MARK: SCALE I' = 20' I'`S �U<:=•• O ISA `YlWbfs' t4 5 GIAL 12 M�-�►��,A, t�U I ol..�U M Ili 'YAF-A Us` SPRUCE AVENUE r;2 01AL► 19 Q 1A. UI LIUM `CO A` TRACT` No. 12402 9 L1 Q�J L A _ WA ` LAW AgO I two f c 2 33 I+ rwl , i UG IU�i ` I t;A + ►+4 35' I l.,c , 2 z. .d 'o ;TRACT 12319°-4� + i g F ti) A - - G p ( _... '.. r :,µ'µN•44 x .. go mjm� IN= i n I tt�"�I�- M I x • � z� i�lY �I p� t3s�� ;av 4. __ -- 7A PARKWAY �. � I13 X23- � C ) ---- __ TERRA , .. ....._ a + 40 k .......... .. . ....:.:.... .. . V) ........ ..,. ..y:..'µ a _ ( TiACT No. Ic�3Cn5' r All' ►1.= SPRUCE AVENUE • DESCRIPTION of REVISION OATS APPROVE os� CITY of RANCHO -CUCAMON GA 41 kLusitr OLUSIA- jd, �► T RRA . 1$TA .,. i yi TeAn"fSTA PARKWA OFC PLANTIN.10, APPROVED BY DATE 4,11 F��Ilnc�t�l �1 G TY ENGINE E / RCE.No 389 N R p M N HJup �+ t� �� �sC,� 1=►2t OF SAN BERNARDINO COUNTY M1 �r �i Inc. . CONSULTING CML ENGINEERING ..... N s DRAWN gq to n kyo NTNG N� Y . LandsC� a Architecture � 54SNA vuntan w., ults ion �piwal, - Mia,n.ii tills 1lotuii�l:t,;�Luta U5 �7 UP20 I (�14 F 1 1A11$I ��- �3flil6 Maw�Irgcf,.t�wt;+SiJd C; ilIviaiia 82afl1 j • : 1y� rale trviatrtat r r i P CKECKED RCE. No.Mir DR�AWEL , DATE `�-'l Rll.E No.� • 1040 • c.. l r , BENCH MARK: ` SCAC E • , ' � a _ � 7 rRACr No. 12402 k � � °I L.f'+CaG��.•�'1"'>2C�G1`1if� „iNi�K./eic � ��{_.•"�',�F , � 1 IT CAL- w w Mlw• �r ._-'............. � ........._,_......�_....._........... .^..�..�..__..__.___"'_._........_.�_.._.. .�..__.'.. - �_•... _.���..__.___ _ems._. r.�._.._ .n. • , .. .a rte••• •. T ...._.. e i m r 3 , � T 1 TERRA VISTA PARKW Y . .... ........• . . ..... . . . . . . ... . ... . t. _ v I•C i J ' g , �`' • , • QQ1 P. M. No. 88 4 rRA'C r Mo. 1Z.3 tTde rF ' --u DESCRIPTION of REVISION y OAT[ APPROV • r NascA,,�,q CITY Y o f RANCHO 9c I CUCAMONGA TERRA VISTA * ♦ sl aur TERRA VISTA PARKWAY FCPLANTING PLAN" APPROVEO , CITY ENGWEE '' RCE No 23889 A w! SCALE 1"-2Q OF SAN BERNARDINO COUNTY rates CONSULTING CIVIL ENGINEERING Lardeca s ArdvWt" O AWN ANDl,ANO t,A NINQ SNE 1 543 N.fM�ountain w., uit• 103 ae Mi fteA sww 2M mbelow bM mpb4leI UpWkNq C/1�1f4pNtAa TO � liw�ri►Ca1�r�Y1 t�il1 IY 1 PHONd CA LI OAMA bra Ole c CHECKED RCE-No'/9H2! - DRAWINd NO. , rL -71. OATS � • "' g Flll No!u' $a 14 0 IA (o4a>- L•. e I BENCH MARK : \ Y t , • fr i � � � 1I,�A• Y f�. \ SCALE / ., a 2U' GU I GS (9 Wlac,, z �.taUiPaM�AI� 5 cl LtaA ' ALO A o' • 4 WI& AQUI LlU 6ct lPf6•` ` I , Z A �,I.SOC�155U5 ICUs IPA A • r a lax COWa iwwp okm' • 5 Ga `y 0. r - __. _, _ _ Y, • h TERRA VISTA PARKWAY At . ... ...........:...: .............:::::.:::: ice"'_'*T • _'.`_•"�"'�•'•�'�, s ..e; •4. _.,•..�'.�,�. :.sem .. -r'^ria . / • • ��. r :uv:i.i;::iir.iiii� v:irtik: ::::i;::;:<., �... .-�--,—•— � . . 'j T •t•:.::•...•.•.. • ... 1J. .� ... • • ._..._. ... W ACCI✓1� .�•VI 12 ` r 'I _ 4 / 1 R • 5/ r_ PAR CEL 2 ' I I s NO. . 8$ 4 2 I-1 cr' '-ZO I�GE>✓,�7ZC�M1P• ►ntIC.�4' El� r/t� I W i dip I DESC RIPTI,0N o,f REVISION DATE _APPROVE asc.4ApCITY - of RANCHO CUCAMONGA 49C TERRA VISTA qna ur TERRA VISTA PARKWAY TR 1 2670 • j �cA�► ' PLANTING PLS �IAta �rAPPROVED BY M. $A •� GTY ENGINEER RCE.No 23889 • � `' LIC. N0. 1?$3 �,,} -$GALE 1'-20' OF SAN OERNARDINO COUNTY Lp IR�1•� CONSULTING CIVIL ENGINEERING DRAWN Ay p,CANO pCANNING $ :EET r 345 N.Maunteln Ave.t$cite 105 UPLAND IF RNIA9 11 °"�IQ `Q C l win tr")M-90 V14 �1 � � � CSF-A-...->. CK PNON�c»4 RCE•No./�D/ , CKE ED _ DRAW►N 0 N qTf GF GF.U��� \ .��.��. DATE � e,� Bg FiLE NO.11 6145 _ 1046 - L x 'k SENCH MARKO L,IQUIpA.M S I LUA 'pb•l..D AL O' "�5 r�shla.fJ`(I�US N� �2•D I� LLUS 'VA I`�.C�. U5' 15 G6. C 12 �u o � Ifs U5 'yl 215' 3� Mai�vflla Aqui oLIUM 'I��I'P��`I . CIA 5 (At, 23 4- DGISSUS IGUS IbA ' SCAL,ff : tv I a 201 � �ol�lb. AQUI oI.IUM Y4" �,� � �� •a-��IJ � Al2 /2670 d 772. /2670-4 R'EENWICH PLACE jum IT olfwon 23 2 20 /9 4 5 F� i . , 111PINF -)r 'Lill JI - ' • _ ..{. t S X � Er TERN VISTA PAH .00 r • t r + + + t • ♦ + t t r + + t t r # ♦ r t r t r rt. S +}+* t s#•t t t + t •t • !+t t i tt ♦++ r t+�tt tM+i 4 .Y a +r+a+r+ t i r i t++ t 1rt♦F � + "::.:','..^:.:. :. :€.:.:is:.:.':z::>.::::.:;::.:..••:::>::::•..:.:•:. ^Fr + + 4 t+ + +tF:::: .::::: r V + y + i t + t t t t i "�• t t t t to IW t EOMPLE'(E PLAWING FOR T4t1S LOCATION WKK '(lfb / )N-FILtr OF -016 ME01AN 15UAcNO. _,.._ ol Pj PQ Ij I r _ •PM. 8842 , � �iI �� � � , PCL. 2 I1.100ULAl .5Cf-10OL 5/7 z r J-6, 3 -2- ��� CSS (�' I "D♦C ,� r ':�gof per' CAL" J, - • COMpLE'(E PLAN'(ING WITI'f• '(I-IE IN-FILL OF 5 -f"b Mb1 IAN ISLAND _ . • ''IaiS PROJEC-(ISCONNEC(ED<OOR WILL pISRUP'(AN EXIS-(ING Ci' Y-MAlt4rAINEI0 LPtNbSCAPEt AND IRRIGATION AREA, AS SKOWN ON 11-►'IS DRAWING, WI-fa -(SIE IN-PILL of -SNE MEnIAN .. .m .._ r t . r_� . _w__. -_.. . ,� G ,• ISLAND,PEA CI•(YDRAWING NO.9AOft,'(h3Rl;VlS10N. ��rEP�ANTIN�sI�aLLBr;CgMPL�TEn DESCRIPTION of REVISION W!'(HIN 411E IN-PILI, AA&k. PRIOR '(O -(k1S, NEW PLAW(ING, A JOINT INSPECTION DsNb PATE PPROYE QOCUMEN'(hTf ON OF-rHE EXIS'(ING AREA'S CgN01'(ION SN'ALL OCCUR w1TW 60'(K"(KE NEW "uscAp CITY o f RANCHO CUCAMONGA CON'(RAC'(OFt, C1�Y INEPRSPEC'(ORAN0ACKYMAIVCNhNCEKESEN•(A� �VE. Af 11,0SPOINr, • �� � THE CONSfALJC'f10N CON-(RAMA SHALL 6ERESPONSIELE FOR MAI N-(ENANCE OF bof�f-rKe- NEW AND EXIS'(ING WAS UN& COMPLETION. ANY DAMAGED LAN15SCAPING SHALL 6E TERRA VISTA REPLACED IN KIND TO THESI4(ISFACON OF fNECI(Y ENGINEER• (�tE DEVELOPER SlfiXLL oC -� i ASSUMEMAtti(6NANCEAFSPONSibiLI'fYFOAfREIN-FILL LAICV6C"eAftl✓AFOItAMINlMUM incur TERRA, VISTA PARKWAY 0F40 nhYS AF•(ER CONS'fRUC(ION, A FOLLOW-UP INSPEC-00N OF EO•(H AREAS IS REQUIREn * a * TR 12870 PRIOR-f"0 '(4E CITY'S AC00'(ANCF,0P rE NEW AREA, A-f NO POIN'(tS'rH16 CONS<AUC•(tON CON'fRACfOR ALLOWED ACCESS TO ' Hf,EXIS'�ING IRKII.AfION CON'(ROu'ER VI'(N0V'rK r 4F CA PLANTINO PLAN ! REPR>;SENTATIYE OF•(NE CITY BEING PRESENT All DATE .E,RU M APPROVED �� °F ti• W RCE.No 2 wz � UTY ENGINEER 3889 J OOLE AND ASS TES, INC. FgGotitiMit, t p s' In 1e } SCALE 1P.201 OF SAN BERNARDINO COUNTYtool 7.3� teis CONSULTING CIVIL ENGINEERING Renewal ate 9• !1•R(o DRAWN AND LAND PLANNING SHEET oats a 545N.Mountain Avc,Suit• 10+3 trivia t11rw1, faMn 2M MruioA tM Aa�+ndl1 C UPLAND PHONd CALL ORNI 91786 9 F OF t ctw►»i- - 1 OF.. ---. yAr C CHECKED RCE,No /` V DRAW IN O N04. DATE 2 FIDENO• _ 8514 Z r Iola)�. L BENCHMARK : las G,a.L, e- A tJvc'lcbus ML6?JPA.TA IL�a► v . BELPINE PLACE r WIWOR RRA VISTA r • t a • s '`a::?rid:: [;:}:;: `'.—`"",,•---.y'• Wb .�Cvlt�c� ( r)\11 ul A ----� :. 1Y ir • r � a } • Vr + } + 4 + +++ + r + vl 6CA1-E: �} I n-201 ,I 12 crT TO .. _ M DESCRIPTION of REVISION oArE APPROVE a "o s CAg pF CITY of RANCHO CUCAMONGA � �5%\►+Luei*tio9� TERRA VISTA Signa UriTERRA VISTA PARKWAY a a !TR . . Of C A10 PLAI4TINC PLAN APPROVEO G'tY ENGINEE RCE.No 23889 MA1101.9 ANDF� MM g�LL 1'-20' OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING An Mt9Gb�rp gas NAgl)LA M Ave NPING 10>3 T ta��da OR Aw N SNI: ueA � � � UPLAND aa . CKECKEv RCE. No./ OR Aw IN G NO., DATE 4A 5M FILE No. ,.00145, 1p4g) L .; BENCH MARK * MILLIKEN AVENUE i r i TERRA VISTA x���'i PARKWAY W , - - ..... A. POl N ~V y 5CALE: 20 DESCRIPTION of REVISION oATE APPROVE NosCgPFq �tiQ OCH MLUBI,��,o 9� CITY of RANCHOCUCAMONGA TERRA VISTA 31ii urs TERRA VISTA PARKWAY d OF Ig PLANTING FLAN APPROVED BY . CITY ENG�NEE RCE No 23889 MA OLE AND ASSOffffff. INC. 9rZ�Mt $CALF 17-20 OF SAN BERNARDINO COUNTY �J ���� CONSULTING CIVIL ENG,I_NEERING IQuSh7�.,k' �3 ORAw N AND LAN D PLAN NTNG SN E E T LarKI8C� Ar'dVWctjv AWN 545 N. Mountain Ave.,Suite 105 Mo of C�rw psn ~tril►>71 Msr UPLAND P 714j F OAB 299a9 P�10.Q F CKECKED RCE. Noy`Y DRAWING NO. \ _ DATE_ m1-17 5 FILE No 05146,02 (044-L a