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HomeMy WebLinkAbout1056-L -- r i CITY OF RANCHO CUCAMONGA 9320 BASELINE ROAD RANCHO CUCAMONGA , CA 91730 ...... .... ........ SHEET INDEX _ --- _ - .�•. -- VICTORIA PARK LANE _ q�� --- T�, `�57 _ . L _ _ _ w 3 STREETSCAPE RECONSTRUCTION PLANS -- 1 COVER SHEET -L 2 DEMOLITION PLAN 3 DEMOLITION PLAN N tNg 4 DEMOLITION PLAN NAP 5 IRRIGATION PLAN --�- .r 6 IRRIGATION PLAN - = 5 - 7 IRRIGATION PLAN y = PARK O AREA 3 - - FACLI"TY Y NAP _ 8 IRRIGATION DETAILS & LEGEND SEE SHEET 4,7,11 - 9 PLANTING PLAN t 10 PLANTING PLAN - ,� AREA 2 j 11 PLANTING PLAN T t ��� ( SEE SHEET 3 00 12 PLANTING DETAILS & LEGEND or, - — NAP ANNA 406 SO MJERN PACFIC RAILROAD - STREET IMPROVEMENT PLANS T li 1' " '' FORMH _ __I Z NES NORTH RECONSTRUCTION OF VICTORIA PARK LANE w TITLE SHEET VILLAGEi a 2 PLAN & PROFILE COMMERCIAL NAP NAP ...j w 3 PLAN & PROFILE i Fi i11 F BASELINE ROAD = 4 PLAN BI PROFILE AREA 1 MORSE CONSULTING GROUP5`2�, 6 81KE LANE STRIPING & SIGNISIGNING PLAN 8t PROFILE SEE SHEET 2,5,9 PLANNING • ENGINEERING • LANDSCAPE ARCHITECTURE 7 BIKE LANE STRIPING a SIGNING 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 4860 IRVINE BOULEVARD, SUITE #201 CIVIL ENGINEERING LAND PLANNING • 'LAND SURVEYING IRVINE, CALIFORNIA 92714-1299 IRVINE (714) 730-7117 PALM DESERT _ cc o SHEET KEY MAP NOT TO SCALE . Z STREETSCAPE STREET IMPROVEMENTS ABBREVIATIONS VICINITY MAP PROJECT SITE . (I AT DS. DOWNSPOUT INV. INVERT ELEVATION S. SEW?R A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. SOU''H 6 A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF ARC SCH. SCHLJULE A.C. ASPHALTIC CONCRETE E.0 END OF' CURVE L.A. LANDSCAPE ARCHITECT S.G. SUB-GRATE A,C,P, ASBESTOS CEMENT E.C.R, END OF CURB RETURN L.F. LINEAR FEET SHT. SHEET P ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT S.F. SQUARE FOOT, FEET , �� DESCRIPTION OF REVISION DATE APPROVED ELEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS ALUM. ALUMINUM APPROX. APPROXIMATE E.W. EACH WAY MFG. MANUFACTURER SQ. SQUARE Highland Ave ST. OF RANCHO CUCAMONGA B.C. BEGINNING OF CURVE EX. EXIST', EXISTING MLI. NIANHOLE ST. STREET Pacific B.C. BOTTOM OF' CURB F.F,E, FINISH FLOOR ELEVATION MIL}. MINIMUM SFS. SURFACE FOUR SIDES Ba�etin• Road B.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADE N. NORTH T. TANGENTq•�F VICTORIA PARK LANE BLDG, BUILDING F.L. FLOW LINE N.I .C. NOT IN CONTRACT T.C. TCP OF CUn— w T.C.3. .OP OF CATC:I BASIN Foothill Blvd STREETSCAPE RECONSTRUCTION PLAN B.S. BUTTON OF STEP F.S. FINISH SURFACE NO. , # NUMBER C. , COND CONDUIT FT. FEET, FOOT O.C. ON CENTER ?.F. TOP OF FOOTING C.B. CATCH BASIN FTC. FOOTING, O.D. OUTSIDE DIAMETER '".C. Ti,P OF IRATE '� > • e GAUGE T&G TONGUE AND GROOVE v a v C.F. CURB FACE GA. P.A. PLANTING AREA COVER SHEET CONTROL ,'OINT GALV. GALVANIZED P.C.C. PORTLAND CEMENT CONCRETE T.P. TOP CF PAVING C.J. c tu = 2 e C.L. C ENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP c _ O ; _ > i C W F DATA C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED ..3ANI P.R.C. POINT OF REVERSE CURVE T.W. TOP OF WALL _ •E APPROV[O tY � i -.;..�' s '�f G23.7/—�- C.U. CLEAN OUT G.P.M. GALLONS PER NIINUT2 PL. L PROPERTY LINE TYP. TYPICAL sgti CITY ENo1Nlt=A R.C.R. No. CONC. CONCRETE GTI. GRADING P.S.I. POUNDS PER SQUARE INCH V. VOLTAGE oE[ION R[COMMEN O GA. GRADIN P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL BER RDINO FREEWAY I-10 S.L. O&On�,�O.NS�L�lN�G.G�R,,,,O,�Up �,�,, a) CONT. CONTINUOUS �7 r_SK, COUNTERSINK II. ,IIT. HEIGHT R. , RAD. RADIUS W. WITH ,.IOR` CAUFU NIA3 x412" RGE1„7� �t�7tC CALfU1ViA C7�•11s! PAUd DES[JtT •iH[[T CU, CUBIC !IDR. HEADER R.C.V. RrhMOTE CONTROL VALVE W. WEST DRAWN ��� d1t1'°"'4 DET, DETAIL HDRIZ. HERIZONTAL REF. REFERENCE W.P. WATER PROOFING S.L. JOB NO. 290-00 1 OF 12 D.F. PRINKING FOUNTAIN H.P. IIIGI}POINT REQ. REQUIRED X0 SCALE \ � DA 10 n+o• I.D. INSIDE DIAMETER RWD. REDWOOD p4[CK[D L.R. � �'' DIA. O DIAMETER f 1056-L OAT* Sheet 1 of 20 5� ♦ • ,`,♦ V I 0 0,- EXISTING �EXISTING JACARANDAS TO BE BOXED OUT & RELOCATED ♦ SEE PLANTING SHEET 9 & SPECIFICATIONS ---� _• ° ♦;L�� Ilk p 00•♦ 6- • �`'`�c -.�, -tib - • • • • • __- � , `vti- r, • • • • • • • • • • • • • / O O ��♦ • • • • • • O O O �♦ _ O O i I EXISTING MEDIAN o _ 0 0 G° . O ° OO G Z cam- O O O ° ° � PROPOSED MEDIAN � � 0 0 Li0 co 0 • • • • . — • • • • O Oj_9•' O ' - EXISTING TURF TO REMAIN- 0 I • • • I I • • NORTH • ♦ ♦ ♦ ♦ • ♦ • ♦ ♦ • • • --- - - I � — PROTECT ALL EXISTING DRAINAGE STRUCTURES. SCALE: 1"=30'-0" PROTECT ALL EXISTING GROUNDCOVER & SHRUBS (PLANTING TO REMAIN) TYP. PROTECT ALL EXISTING TREES DURING TURF REMOVAL PROCESS. REMOVE TURF AROUND EXISTING TREES BY HAND METHODS ONLY. = R ° ° ° o v o o 0 0 0 o -0 0 0 Q��_ - 0 0 0 0 ° o 0 0 0 0 - __ _ _wo �I fL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 __ 0 0 w • LC -- - 0 0 ° ° � 0 ° 0 0 0 ° 0 0 0 0 0 0 0 0 0 w 0 0 0 0 0 0 0 0 ° 0 O o 0 0 �,0 0 0 0 0 0 0 0 0 -ti--Q � o, o o`o a 0 0 0 0 °z o 0 0 0 �_S-moo 0 0 - o .� 0 0 0 ° 0 0 0 ° 0 0 �a - — ° ° ° `� o ° o o ° c o _ 6 b o ° ° ° 0 ° ° 0 0 ° 0 ° 0 0 0 0 0 ° ° J ' ° ° ° ° r REMOVE EXISTING EUCALYPTUS , - - ON TOP OF TUNNEL 0 ` _ ° ° 0 0 ° o c ° m ° ° ° ° c 0 + • 0 0 - 0 0 0 � c o c c -� il. FIT 0 0 ° ° 0 0 0 f s ° ° o AREA 1 Y • • cc:Eire - I w � J W O O O F=- ° 0 0 0 ° c _ \ r = ° ° 0 0 ° o ° o ° 0 0 ° ° ° 0 ° ° � Crj ° o ° 0 0 0 ° o 0 0 0 0 0 ° ° ° o d ° o ° ° ° ° ° ° ° � 1�1� KEY MAP NO SCALE Z . ✓ o o ° ° ' o ° Qj • O o o ° o o ° co 0 0 . o ° ° 0 0 \ �� • o o • ° o n� 1co ��• ° 0 0 0 0 0 0 0 0 o =� � 0 0 -• •- :•-t ..+c ��• O O O O ° 0 ° O s ° ° O O o�^�°�O o o O O °0 ° ° 0 0 o O ° o ° ° o° d ° - s . ° ° ° ° ° ° o ° ,�_ _ -� o_-��o o--- �� ti �_�_� a �� o -� Qo° p° o ° ° ° - !' CITY OF RANCHO CUCAMONGA � O ° 0 O 0 _ - �. _ _ o 0 00 ° � z Z_st - ¢6--o— LEGEND - o ° ° ° � .tom O r/ O �6 O O O ° 0 '� C ° t ° o /! ° O °./ O ° O O Q0 ° ° c 0 ° O ° • ° VICTORIA PARK LANE • ,, 0 0 0 0 0 0 0 o Q 0 c �` 0 0 0 ADALAYD TURF TO BE REMOVED — SEE SPECS. • Ll = 0 o • EUCALYPTUS TO REMAIN EXISTING TURF TO REMAIN DEMOLITION PLAN • EUCALYPTUS TO REMAIN � NORTH —o'o•�eo ^ • � - �_ ., � � � 22397 • —:. - CATCH BASIN ' ■ . ■ EUCALYPTUS TO REMAIN �1/1irK��:� ti --�I IR ?I �[�d uJ . .wlr . EEIENN JACARANDA TO BE BOXED OUT AND RELOCATED -w�. DRAIN INLET S.L. OB VO. 29 ^- 2ZOO 12 — • VEM POPLARS TO BE REMOVED UNDER SEPARATE CONTRACT (N.I.C.) SCALE: 1"=30'-0" i STREET LIGHT I � � � S� ��8� ; 1056 -L STORM DRAIN MANHOLE • ; • PINES TO REMAIN Sheet 2 of 20 ^O PINES TO BE RELOCATED TO ANOTHER AREA SEE PLANTING PLANS _ 0 a- 1■ o0 0 0 ° o _ ° 0 _ o p ° ° °a 0 0 'clo0 00 0 0 0 0 A° O -00 ° ° ,--6— Oo O 0 0 O° O O O O o O O O p O O O OO O ° 0 o O O O o O ° O 0O O p O Op p 0 O O p p o 0 0 co J 0...,,_ ■1■ O0 0O O O O . b O O O o O p O O O O O O ° OO ° O 0 O 0 o Op OOOO O O O O O O o, o o ° O X O ■ • N � - - - - - - - - - O 0 0 o O ° 0 0 0 0 0 o O o Q r � ■ ■ ■ A t o O O O ° O a, . • • , .A ' f,�. W ♦ ! U) - O 0 0 0 ° ° o o ° ° ° 0 ° O 0 ° 0 O 0 ■ ♦ ♦ 1 ° o ° ° ' ° ° ° o ° o 0 0 0 0 0 ° 0 o 0 ° ° 0 0 0 p O w O O ° O p° O O ° O O ° ° 0 0 O o p O o O O O - _ 0 0 O o 0 00 ° 0 0 ° o 0 0 O 0 ° O ° o 0 0 W O ° 0 0 0 0 O 0 0 0 0 p WI 0 0 0 ° 0 0 0 0 0 0 0 - ■ —J ■--- — — — — — . ♦ I- ° O O ♦° v O O O O O O O \ ♦ . ■ O O O O O ° p O O O O O -- ° O O ° p ' ♦ ' Lu ° ■ ° ° - I Z O ! O O 0 0 ° o° O O O O O ° O O O O O O p o - --° O • 1 O O O O p O O O O O O O O O o I J O ° O O O O O O ° O ° ° O ° ° ° _ -- = NORTH 1 0 o p ° o o ° ° -- - o U O 0 0 O 0 0 0 ° I f-- 1 ° p . Q ■ ° ♦ ' ♦ ♦ I � j PROTECT ALL EXISTING TREES DURING TURF REMOVAL PROCESS. . _ � 1 REMOVE TURF AROUND EXISTING TREES BY HAND METHODS ONLY. _♦ !`\\ �—I SCALE. 1"=30'-Om •=30 -0• — . A Lu ROTECT EXISTING GROUNDCOVER & SHRUBS 1 (PLANTING TO REMAIN) I � . 1 1 LEGEND }-I I � ■ 1 O : EUCALYPTUS TO BE REMOVED ...... l ADA LA YD TURF TO — RE M E D SEE SPECS. m EQUESTRIAN TRAIL BASE MATERIAL ° °N EXISTING EUCALYPTUS TO REM Q AIN AND CONC. EQUESTRIAN FENCE I • TO BE REMOVED FENCING TO BE • • EXISTING EUCALYPTUS TO REMAIN No SALVAGED TO CITY STORAGE YARD. � ■ ■ ' CONCRETE SIDEWALK TO BE REMOVED EUCALYPTUS TO REMAIN • JACARANDA TO BE BOXED OUT AND RELOCATED ° o O POPLARS TO BE REMOVED UNDER SEPARATE CONTRACT (N•I.C�.) / • �AA :A, PINES TO REMAIN ♦ is • © 0Q • O PINES TO BE RELOCATED TO ANOTHER AREA --- --- -=— _-_- • SEE PLANTING PLANS . a UD 42. - / \ \ •V,y PROTECT ALL EXISTING DRAINAGE STRUCTURES. , \ . ■ . © ° %S _, `- !fit � CATCH BASINF • ■ / ; t � 0 _ -- • 2 \ �------1. DRAIN INLET � r / - �� - , ° ti N \ (<)> `� AREA 2 • - \ ♦ � \ � STREET LIGHT ° • \ . oo • ♦ • " n► v� ... . EEI STORM DRAIN MANHOLE �/ - '<< m 0 -` r us • 00 �` ♦ . ♦ .CJ m �, 0 o • ae,r worm • p V — ♦ a 4 Q 0 • D o D I o y �Y _ MAP NO SCALE 0 0 0 0 0 ° o . 0 °D oOO O D�D0 a DOO 0 0 0 00 ' b, ♦ D D. D° G,0 0 0 0 ° I EXjEI r of F�?I.IPSTlel�tJ ►I 1. -To sF o g o \ 0 rYl9r --.1Qr�.TJa �tJE5TM, d.__.-- AX22 9Z ■ ♦ _ • Tf�AI L 510Ek1ALK AL I�NMEtJTS ' � _ _ ♦ o � , y / �'X15T11�6 �QUESjR1?1•� Tull- ■ _ D o Q o DArE AM11 YEO 0 / CITY OF RANCHO CUCAMONGA ■ • �-� �-� \^ , �, 0 VICTORIA PARK LANE O 0 - / � DEMOLITION PLAN NORTH !,/ ' - a,n 6/10/ 87 — PROTECT EXISTING GROUNDCOVER & SHRUBS � ."�No�a ` '"�% ��-,_ - �--a. .E. No. 22397 (PLANTING TO REMAIN) 0 D[atON � gaCOMMEN aD tre MORSE CONSULTING GROUP PuM.CAC.LAV?dZPS<.LAPQ1fCrlPC AQCHnLC7L PX DRAWN •'�'(✓wu c •ta •i•w y nu ru.wtsi ■Nati SCALE: 1"=30'-0" JOB Z. 290-00 3 r 12 ` o-acxm 2 �� doss-s- I-1 c1056-L CAT1 J Sheet 3 of 20 LEGEND A DA LA YD TURF F TO BE REMOVED---- SEE SPECS.S. EUCALYPTUS TO BE REMOVED 00 °°° EUCALYPTUS TO REMAIN EQUESTRIAN TRAIL BASE MATERIAL AND CONC. EQUESTRIAN FENCE • • EUCALYPTUS TO REMAIN TO BE REMOVED. FENCING TO BE SALVAGED TO CITY STORAGE YARD. � • . ' EUCALYPTUS TO REMAIN CONCRETE SIDEWALK TO BE REMOVED JACARANDA TO BE BOXED OUT AND RELOCATED ........ .... POPLARS TO BE REMOVED UNDER SEPARATE I CONTRACT (N.I.C) j • ; PINES TO REMAIN -- — PROTECT EXISTING GROUNDCOVER & SHRUBS (PLANTING TO REMAIN) . • � PINES TO BE RELOCATED TO ANOTHER AREA SEE PLANTING PLANS _ •� 1--J—� CATCH BASIN Q o t DRAIN INLET ��/ • °O o ° STREET LIGHT cj �Ci•♦' ° Q \ — PROTECT ALL EXISTING TREES DURING TURF REMOVAL PROCESS. '°r r STORM DRAIN MANHOLE Q �J o \ Z .♦ o QQ I REMOVE TURF AROUND EXISTING TREES BY HAND METHODS ONLY. N 00 .� • ® O O° 0��' ♦ 0 0 0 v 0 o a o O• OO ° 4, \ 00 O � o O O O° O � Q 0 O 00 OO G a aO o �' O ' _ — • A A • • o m 0 O° % A,o oQ • O O ° ,�° ° • _ m Q 3 0 0 O 0 ► • 0 o • 0 Qy 0 o o a0 0 0 m • 0 OL O O O �� O O O Z0 0 .0 aoO O° OU O (i 010 o � I--- @ O BO nil S O 4@@0 O oQ 0 O ° O0 O 0 0 @1 o 0 ° O° - 0 o O O0 O o @ o 00 ° ° O0 �► _ O • _ 1o'-ou± • • Z o E5c%t4T or calms • • • • ; • • 510E�L,r_ rzF1r_10\/Au To P. SCHOOU PARK BOUNDARY --PROTECT ALL EXISTING DRAINAGE STRUCTURES. PROTECT EXISTING GROUNDCOVER & SHRUBS. (PLANTING TO REMAIN) SCALE: 1"=30'-0" gr-W-1600 TOE LocATIoNS/T Es Tom ttrro� 5•U-P REIo�,A,TED/CoNC. .blO-k1 •l.K To P�6 RF_r'bYEO� . - MUE5TRLAA TR,all. 4 F'Ei4�5 To aE FZI-IoVeD a.... , } ouripurnom of guivia DATE AP" VE0 CITY OF RANCHO CUCAMONGA AREA 3 - _ cc VICTORIA PARK LANE ` DEMOLITON PLAN i - 6/10/87 _ 1 1 DAT[ MH APPPOVtD r f/ CUTY tNOINQA � ; R.C.t. ,, 22397 W Y ` ++ ,,,,r _ •� j D[tION At MME [ - - 8I��MORSE CONSULTING GROUP ( k1 •,r••^ _ /VVPL NV..c.c+v.vax1tic.LA?COCAK A*CnT� RG' 3167 DRAWN w1,.,[ •.H_c,7lv+i.u. rw+�t aNt[T S.L. JOB NO. 290-00 4 12 �ECxILD /' �' 1L_ r DPRAWINg nom. ����,_: ��_� �ss- KEY MAP NO SCALE DA" 1056-L Sheet 4 of 20 ` N n ° A n A 2 RI 11 2 ., 15 d 1 8 .i1 " 2 ti o G 33 A 7 102 l' e 2 G II G e F �G it /`G G G L G IO I G 1 Zdl 2 10 2 �\\ �^ ., 1�� , 1\ 21 �L 10 ..q 11 /�� I r 4'K A ° M 8 I '�9/ y I !V 1� R / . n h/ql Y Y L q L 8 x° 2 10 2 � ' III 2 2 T I� A '� � :" .. G-!3 10 "" 2 4 10 , ! 19 iq r R n A n-- w - IpIO/\ 7 6 e 4 IziE-9 0 E-D 2 --�-✓k— `.,,IF ✓��° /`` /L r< �� 1 I C a, •, 10/0 19I310 19 D-3 25 IO 2 27 10 D 4vn " ❑ 2 s1 y q I 10 0 e _ 1 1 © 3 II Zo Z1 G-1 ,, Il f a If° Via. 1 u 2M a as 14 10 2 \ , t 15 4e , a J E-s E-4 15E-r3 27 //t" g Gam, E•Z 12 3 $ 2 1� S 1 A<, b / ... II 2 -q 45 2 I tl 8 © �" D-6 /' 2 �" B 3 �„ n tl a 10 q 2 . 10 11 © 7 3 2 7 g, 2 2 7 ZG " Z", v 1 11 8 'r 110 ! rX "/C : 2 /" 9 45 D-10 12 GZ 0-7 15 g °. 1 ;: 214 1 V. © / 10 3o D-9 D-5 20 0 2 A 10 ,... II ❑ / B ❑ 1 to I L kw— 2 2 11 IT r 7 v g G 152 3�qq R L a ��/—:�� VA c 2 R . x L G c, }� 1 s ° QR A 2 q 7 �\ �J I p8 2 2 7 1 2 Il II ' 6 10 _ _. �- _„N .. „ k :; g..: o-re,,, a s a gam r K o a u. : "x a e: > , ,:. a.. "s,: a e,.> ,. e ,. < .: .., s» •,. , w a: ,., , w, , 1 ►I . r 2 ® GENERAL NOTES : 2 2 1. THE INTEGRITY OF THE EXISTING SYSTEM SHALL BE MAINTAINED, UNLESS OTHERWISE NOTED. ANY DAMAGE SHALL BE REPAIRED BY CONTRACTOR AT HIS EXPENSE. CONSTRUCTION NOTES ( FOR A PREVIOUS RETROFIT PROJECT. THESE NOTES ARE LEFT ON PLANS 2. IT IS THE CONTRACTOR'S RESPOSIBILITY TO VERIFY ALL EXISTING CONDITIONS,TO PROVIDE A COMPLETE RE-WIRING FOR THE RE— WIRING CONTRACTOR'S REFERENCE.) SYSTEM,AND TO ENSURE COVERAGE OF THE FINAL PRODUCT. CUT a CAP EXISTING LINE. 3. ALL SYSTEMS WHEN COMPLETED OR ADJUSTED SHALL BE COMPLETELY REVIEWED FOR PROPER FUNCTION, NORTH O OPERATION,AND COVERAGE BEFORE THE TRENCHES ARE BACKFILLED. OREMOVE EXISTING HEAD AND PLUG LINE. 4. ALL LANDSCAPING DISTURBED IN THE COURSE OF INSTALLATION SHALL BE RESTORED TO ORIGINAL O3 DISCONNECT LATERAL LINE' FROM VALVES. ABANDON LINE AND REMOVE HEADS. CONDITION. `- I �F HI � Or CONTROL VALVE AND PLUG LINE. REMOVE EXISTING REMOTE CONT 5 CUT A!,'-D _ ' O m SCALE. 10=30'-On C�.�J t i�i`.^] L!�v� A�..i '�_..:.. ,_v i �.._.r � . > 6 P.O.C. TO EX!STI!JG Lir:_ r ';' EXT_', 0,=,V Llr,E !,_X� T ��i'.:;_F: 2 B G .4 a _ r O _ - - 2 ET EXITIN 8 OCONrP g a. OREMOVE EXISTING RE-!;!OTE CONTROL VALVE AND INCREASE SIZE AS NOTED. 2 �_ `�.�A s A 6 9 P O .O.C. TO EXISTING LINE. 6 A - 10 ADD HEAD TO EXISTING LINE. A 6 A g IIS \! _ V O �� _ 1 �� O11 CHANGE EXISTING HEAD TC 93 DEGREES. 2 •I .., J 12 RELOCATE EXISTING AND WIRES IF PIPING WILL BE UNDER PAVING. . It2tf 8 25 8 1181 ' e -40 0 I / 13 REMOVE ALL HEADS AND VALVES IN THIS ISLAND. AND REINSTALL NEV.' SYSTEM AS SHOWN, 2 A-G 20 2 JOY 2 " ' 2ro �•q AREA 1 .. -< 14 RELOCATE VALVES INSIDE NEWCURB LIME. /¢ B-7 8 .,. 41 15 ABANDON EXISTING LING AND REMOVE HEADS. ib ADJUST EXISTING HEADS TO COr:FORM TO NEW CONCRETE. I - .. 17 CHANGE NOZZLE TO 105 DEGREES, a' µ .,... KEY MAP NOT TO SCALE 16 ®k 2 A-4 30 A 9 20 23 A-12 P � ' ' (L a -2 38 I ell19 B 2 © i 2 9 2 A 18 CHANGE EXISTING HEADS TO 4 !NCH POP-UP AND SET FLUSH WITH FINISHED GRADE. p /� 36 H.!I I'/a� 9 II . :._w.. 19 CONNECT NEW SYSTEt.1 TO EXISTING VALVE. �:w: 9 r n - Q_6 _ -_.. A!0 41 2 17 V V-1 -V""—"_y- r I' ff'°k SLI 20 CHANGE DEGREE OF ARC TO 190 DEGREES. - n rr (� 11 A'3 27 1 � ya `, O A-7 ©VALVES RE—NUMBERED AND REWIRED 21 CHANGE A__NOZZLES TO UNDERSIZE. u . - A A 8 1 g OI B rll\ / N A I All $ 9 A A A , „ v 22 INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING 1-5. 13 23 INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING K-5. CITY OF RANCHO CUCAMONGA 10 24 INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING N-3. 2 �-� � .,_ 12 10 10 2 1. Q l0INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING L-2. 10 10 VICTORIA PARK LANE 28 INSTALL NEW VALVE AND EXTEND WIRES FROM CONTROLLER. 27 INSTALL NEW VALVE AND EXTEND WIRES FROM REMOTE CONTROL VALVE L-5. w 2 IRRIGATION PLAN 28 INSTALL NEW VALVE AND EXTEND WIRES FROIJ!REMOTE CONTROL VALVE L-6. 10 29 INSTALL NEW VALVE AND TIE IN TANDEM WITH REMOTE CONTROL VALVE H-6. �� nvvwovio r OATS ` • t 1'�-'-� _ No. 2 2397 r-cry [NDINdw LEGEND: 0981am I�MORSE CONSULTING GROUP ENGINEERING DEPARTMENT ~�""" ""G%r_0C0t"G"'"NMS`'APC Axc"ar"`"" A �� D11AWN ev c mwrsfu rurwut �H<LT _ A[�—OPERATIONAL VALVE NEEDING WIRES. JOB NO. 290-00 512 T]—RE— NUMBERED VALVE PER SEQUENCE. ASSOCIATED IRRIGATION CONSULTANTS APPROVED BY: D'— 2014 SEPULVEOA BLVD. LOS ANGELES CALIFORNIA �ac�crm _ ka-) ORAWIND NQ. ..oS' �_. 90026 (213) 477-6625 DATE: I OA" 1056— L " Sheet 5 of 20 aw 3, ■ ■ �A- A■ ,' 60 10 C, A4 c, o 2 P A" 6 2 2 10 A j__ 2 A %%, j - 4-1, f If 7 10 Pe- 10 ■ S 3"43 ull LO 2 *4 A A 6 AT X, I A A 10 113 1 4� X, _�v 'J 11el A F- uj 5 a W41 q-1i T_ Ell A-,J5 7 15 4-9 GENERAL NOTES U) I a III •�74 CV91 A 8 B 'A el 1'14 2 W 3 UJI 2 1-4 INTEGRITY OF THE EXISTING SYSTEM SHALL BE MAINTAINED, UNLESS 011 1. THE U) y ji .. .. ... 17 OTHERWISE NOTED. ANY DAMAGE SHALL BE REPAIRED BY CONTRACTOR AT HIS EXPENSE. 4 2 2 Wi 8 II z 2 7 25 31 I A-6 -5 So 15 -WIRING 11B I z I ki f 2. IT IS THE CONTRACTOR'S RESPOSIBILITY TO VERIFY ALL EXISTING CONDITIONS,TO PROVIDE A COMPLETE RE -46 SYSTEM,AND TO ENSURE COVERAGE OF THE FINAL PRODUCT. I9-';z Aq FUNCTION, 15 3. ALL SYSTEMS WHEN COMPLETED OR ADJUSTED SHALL BE COMPLETELY REVIEWED FOR PROPER a3 1 A A. A. A. 'A 10 OPERATION,AND COVERAGE BEFORE THE TRENCHES ARE BACKFILLED. v �,,ZA.t-7 10 2 A. - _ p LF Pr-4 7 ...... ........ HALL BE RESTORED TO ORIGINAL 4. ALL LANDSCAPING DISTURBED IN THE COURSE OF INSTALLATION S to 10 CONDITION. _�A 7 co p w. Ile A A0 15 V n 10 10 A so 7 2 A 15 A 2 A A Vms ­ A v A V A v It A A A 7 J N I 2 2 2 CONSTRUCTION NOTES (FOR A PREVIOUS RETROFIT PROJECT. THESE NOT�s - 15 L NORTH Pp4T I AOTOWS-_�_ "-�, ARE LEFT ON PLANS FOR THE RE-WIRING C 3 t4!3 3s 3NI i, REFERENCE) O CUT A IND CAP LINE. 18 CHANGE EXISTING HEADS TO 4 INCH POP-UP AND SET FLUSH WITH FINISHED GRADE. STEM TO EXISTING VALVE REMOVE EXISTING HEAD AND PLUG UNE_ @ CONNECT NEW SYSTEM E. SCALE: 1"=30'-0n DISCONNECT LATERAL LINE FROM VALVES. ABANDON UNE AND REMOVE HEADS. CHANGE DEGREE OF ARC TO 190 DEGREES. O CHANGE ALL NOZZLES TO UNDERSIZE REMOVE EXISTING REMOTE CONTROL VALVE AND PLUG UNE_ @ INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING I8. LEGEND: CUT EXISTING UNE AND CONNECT NEW UNE. @ INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING K-5. A—OPERATIONALVALVE NEEDING WIRES. ............... P.O.C.TO EXISTING LINE AND EXTEND NEW LINE NEXT TO SIDEWALK. @ INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING N-3. T]—RE-NUMBERED VALVE PER SEQUENCE. NOTE: &CONNECT EXISTING UNE WITH NEW PIPING. 24 ( ADJUST IRRIGATION AS REQUIRED TO REMOVE EXISTING REMOTE CONTROL VALVE AND INCREASE SIZE AS NOTED. 25 INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING L-2 PROVIDE FULL COVERAGE IN ALL AREAS @ P.O.C. TO EXISTING LINE. INSTALL NEW VALVE AND EXTEND WIRES FROM CONTROLLER. DISTURBED BY TRAIL RE-ALIGNMENT A STALL NEW VALVE AND EXTEND WIRES FROM REMOTE CONTROL VALVE L-5. MODIFICATIONS, ADD HEAD TO EXISTING LINE. 8 IN # NA, @ 11 INSTALL NEW VALVE AND EXTEND WIRES FROM REMOTE CONTROL VALVE L-6. CHANGE EXISTING HEAD TO 90 DEGREES. @ ,ti ; 2 12 29 INSTALL NEW VALVE AND TIE IN TANDEM WITH REMOTE CONTROL VALVE H-a JAP RELOCATE EXISTING MAIN UNE AND WIRES.IF PIPING WILL BE UNDER PAVING. 10 REMOVE ALL HEADS AND VALVES IN THIS ISLAND.AND REINSTALL NEW SYSTEM AS SHOWN. INSTALL NEW VALVE AND EXTEND WIRES FROM REMOTE CONTROL VALVE H-1. 11 A ,� �� @ 4)( 11/2" IN SIZE) 14 RELOCATE VALVES INSIDE NEW CURB UNE. 10 A 10 00A @ ABANDON EXISTING LINE AND REMOVE HEADS. V4 2 ADJUST EXISTING HEADS TO CONFORM TO NEW CONCRETE �'x A A 6) @ CHANGE NOZZLE TO 105 DEGREES. 10 it 10 10 01 A 10 • 10 2 7 2 to 7 AAREA 2,1 8 • 4e1 x . ". 2 1-10 2 1V 1 10 10 2 6 el Aw .0000.10 00010 x 7 10 4 /T 10 10 2 10 # 2 6 7 10 10 2A 1 .11 w 2 #4 .410 % A 6 v 11 2 4 I Z-F A r4A Vk,"',- A • 1-7 61 Y, V ___y\ Y4 1 11 1 "­ 2 # KEY MAP _�V,_YN lid it 10 NOT TO SCALE 21 M il . ......... 8 2 v, • 20 v 8 19 18 10 2 to 20 8 17 7 2 2 10 to 10 20 to is fit �j UB 7 4 z * v., 9 4 • * ,", , \. A AE4 1 18 18 7 c -,,A 19 9 H-4 -4, 27 H-1D r II • 'aVALVES RE-NUMBERED AND REWIRE4l 1D 2ILgf 2 DATI Of • 4 Y-4 i\ *�: *� / N11\\ I CITY OF RANCHO CUCAMONGA e _ likil 30 N% 2 2 VICTORIA PARK LANE _7q iP, -VI 77� 29 7 p p T 71 IRRIGATION PLAN 2 4LA. —2--A4LA, 7 6/10/87 PAT* jj 2 _4 3� c *4r I �L I jj� c - - 1, Ilj, ;�ij 11 wt 22397 2 4 c a _ ,. I I I I I I a 11 41 II Aul 3N &WA ZAN Deals" 469MORSE CONSULTING GROUP 2 F 2 ENUNEERING DEPARTMENT 15 yet__ 2 IN­ r_. MET AHC JOB NO. 290-00 AA ASSOCHfo IATED IRRIGATION CONSULTANTS APPROVED BY: 4 .1 -1 %ws 20114 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA owra - r 10 L&L 90026 (213) 477-8626 DATE: Sheet 6 of 20 EXISTING EQUIPMENT LEGEND SYMBOLS DESCRIPTIONS ® WATER METER ® BACKFLOW UNfT ® PRESSURE REGULATOR GATE VALVES 0 QUICK COUPLING VALVES ® REMOTE CONTROL VALVES ♦ Q q AUTOMATIC CONTROLLERS I ♦�♦, --- ------ MAIN LINES-CLASS 315 P.V.C. --- II d ♦� �� NON-PRESSURE PIPING ♦'� r drX SHRUB HEAD-TORO 570-HP-15- 1/4, 1/2& FULL CIRC SEE SHEET NO.8 FOR NEW LEGEND ♦� ° '` 'T V/ ❑ SHRUB HEAD-TORO 300-12-02- 1/4, 1/2 & FULL CIRC ♦:" ' ` ° � ® 0 O SHRUB HEAD-TORO 300-12-03- 1/4, 112 & FULL CIRC ♦ o Q LAWN HEAD-TORO 300-00-02-PART CIRCLE 2 (p U 0 SHRUB HEAD-TORO 300.12-05- 1/4, 1/2 & FULL CIRC A 26/� ♦�♦ 'ij ", .y" � � {) LAWN HEAD-TORO 300-00-05. 1/4& 1/2CIRCLE - HS 3 35' NIT fi `1 rO ♦� 10 • 2 `J/`` � �8 Cl SHRUB HEAD-TORO 570-HP-12- 1/4,1/2& FULL CIRC 5 CONTROLLER SEQUENCE t f ��♦� kq Z 10 . 1 �I 1 REMOTE CONTROL VALVE SIZE 1, Oj , y4 " !� IS 15 ♦ ° , to � 2 � *> , =i a 10, � N; d 10 2 _. `t 1 rryl ams ?,S ♦� " 10 1t''(, N-lo Ip � 1� Z © 3,. ♦ i Ip ♦ I 2 10 a g ° . r , x I I2r 7 Ip _ 5q to ♦ I w" w _' b 10N4 " j 10 10 10 2 I l♦ D 2 L 1 , Al. 4a �z" r rt r W 17 <.., .,.a L �"�. I ♦ I ,, � "��. , ,, � �: M.`.b. . ..q, ` ;, ^ ' __.__,..� 2 1 II � � I I —1 v �`� 2 �\ �� ,e d • 30 I 1 I II 2 1 z I N �/-�twA r" 3 �A It V g 6 2 � �( 6 6 II k. �1 -6 A b 1 !ct i / w r all A q15 / I� � IIa , w fie., , 11� , a ..,,. ..� 2p . / 16 11 a a r1 33 2 r24 2 Z „ S0a� T 2 10KT 10 S 10 a 10 �, , ° �a€ §y _ 9 A � ..... : t ,.. � �nam - , •^" r 4CONSTRUCTION NOTES L ,, 15 9 - (THIS SHEET10NLY) -*SEE NOTE BELO ,. .w.. ° 1 CUT AND CAP EXISTING LINE. a.° jl / -.,,. _ _,.__. 2 '/ _m. - 3 2 REMOVE EXISTING HEAD AND PLUG LINE. �._��.._ ... O 4 �y1 ° I'' 0 } f I , t - ' 3 DISCONNECT LATERAL LINE FROM VALVES. ABANDON LINE AND REMOVE HEADS. .�7 °• r ••. � rr _,_,; "-`- __._,.. n, .,,"., ..,:".,_ �a° t'r 1 4 .",...,.,:,, .,..". .,,,,_ „ ..:. . -~-~"`"" - � ° ,a,., �r , 50 O4 REMOVE EXISTING REMOTE CONTROL VALVE AND PLUG LINE. '•• I `/ , 01 4A IL-4 3l rd, 3 q r x .. 'I2 _ •• / //.>,. - 7 T T 31 :. I r 1 2! ' 5 CUT EXISTING LINE AND CONNECT NEW LINE. . • I I , 'r R , �J I O ,2� /T � ,, . / �2�1 �.>„e 21 ► �,.. „ �2n ` „•, ; 6 P.O.C.TO EXISTING LINE AND EXTEND NEW LINE NEXT TO SIDEWALK. z .� , :. _. 9, � . , � . ._.. .. .�` ,�.- �rl~ ' � 211.° l ,2 �- ► 1, r ,�,...-. ,�; _ xa. OCONNECT EXISTING LINE WITH NEW PIPING. I U , % �� _fµ ` 1 1 / / al • 0 O8 REMOVE EXISTING REMOTE CONTROL VALVE AND INCREASE SIZE AS NOTED. i a/, - N-- - ”1 �2u "l- 3J a �ff '2 , /r q ( � Il (U�' i i 1 1 r u r a 4,� a /2�1 l21 /9r 1 °� , ! z • / _ 9 P.O.C.TO EXISTING LINE. 10 ADD HEAD TO EXISTING LINE. M, %a 2 11 CHANGE EXISTING HEAD TO 90 DEGREES. L-� 2 _ i 12 RELOCATE EXISTING MAIN LINE AND WIRES IF PIPING WILL BE UNDER PAVING. I SCALE:1"::30'-0" i 13 REMOVE ALL HEADS AND VALVES IN THIS ISLAND.AND REINSTALL NEW SYSTEM AS SHOWN. RELOCATE VALVES INSIDE NEW CURB LINE. 30 DISCONNECT EXIST, SYSTEM FROM R.C.V.& CONNECT TO'VALVE N017 I" 14. � 31 P.O.C. TO EXIST. R.C.V. AND EXTEND NEW LINE TO EXIST. SYSTEM P1 + 15 ABANDON EXISTING LINE AND REMOVE HEADS. -- 32 NEW LOCATION OF R.C.V. VALVES RE-NUMBERED AND REWIRED ('r Ev136 1w�1C�. to s`rs r NEtsr>r�- 5:22 8� 16 ADJUST EXISTING HEADS TO CONFORM TO NEW CONCRETE. AREA 3 .- a - —51DE1M1CPt_K I NIWy WAL!< -Mew5T�1 - 33 INCREASE PIPE SIZE (SIZE AS NOTED) - — _ -- _ - E 5 - - 17 CHANGE NOZZLE TO 105 DEGREES. D�l� pru/�t� CP'8•g1 18 CHANGE EXISTING HEADS TO 4 INCH POP-UP AND SET FLUSH WITH FINISHED GRADE. r - DATtA"IIOVW 19 CONNECT NEW SYSTEM TO EXISTING VALVE. 20 CHANGE DEGREE OF ARC TO 190 DEGREES. LEGEND: _ CITY OF RANCHO CUCAMONGA IF 21 CHANGE ALL NOZZLES TO UNDERSIZE. , - - ® ❑A —OPERATIONAL VALVE NEEDING WIRES. ' W ��-d I ° ` 22 INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING 1-5. • �B — RE-NUMBERED VALVE PER SEQUENCE. VICTORIA PARK LANE A9jY6:F_IRRIGA9F1E)N AS REQUIRED TE) - — . I W E _ 23 INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING K-5. FUL: eE) E n A 6 E IN ALL A R A 8 �} —F'rrrrr'T-rrroT—r rcrrrr—m —rrr_r�rr� fIICTI LL�L�•—^ ��� TRAIL �� nr n 1 1/�w111ACA1T 24 INSTALL NEW VALVE AND EXTEND WIRE FROM EXISTING N-3. DIS I v Rvw B r rl-T T 25 RELOCATE EXIST. R.C.V. NO.N6 IRRIGATION PLAN 26 INSTALL NEW VALVE AND EXTEND WIRES FROM CONTROLLER. cc !' OAn 6/10/87 APPROVto Iry - - - 22397 27 INSTALL NEW VALVE AND EXTEND WIRES FROM REMOTE CONTROL VALVE L-5. KEY MAP NOT TO SCALE °'^' 1E"01^'ma Y -- O t NO. O[t1�N At MM O O 28 INSTALL NEW VALVE AND EXTEND WIRES FROM REMOTE CONTROL VALVE L-6. MORSE CONSULTING CROUP % rl,.>+o+rrc•""�"`v`°r`.I,v�,�rc.ulocrtcnulc RC63/61 S 29 INSTALL NEW VALVE AND TIE IN TANDEM WITH REMOTE CONTROL VALVE H-6. ENGINEERING DEPARTMENT 'F`� �°"°"' ANIU-1 oft^v " Mt �..?��tude?igloo? in rurwuT tNttT JOB NO. 290-00 7 cw12 ASSOCIATED IRRIGATION CONSULTANTS APPROVED BY: r ,� p��j(s0 / J ORA1K1hlt Nom. 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA r ,�.. � �- -*—(FOR PREVIOUS RETROFIT PROJECT. THESE NOTES ARE LEFT ON PLANS FOR RE-WIRING CONTRACTOR �S REFERENCE) aoo2s (213) 477-6626 OATf 1056-L DATE: ' Sheet 7 of 20 SIDEWALK,CURB, 6"ORAS NOTED 2 OR AS NOTED - ETC. SIDEWALK,CURB, SIDEWALK , CURB, ETC. ETC. A . SIDEWALK,CURB, ` ETC. SPRINKLER NOZZLE OR BOX TO BE PLACED AT RIGHT ANGLE TO lZ N01 HARDSCAPE EDGE py ' a •' FINISH GRADE SPRINKLER NOZZLE ° . .d " OP-UP BODY ASSEMBLY • . , • ' SPRINKLER NOZZLE 12"x 18"PLASTIC BOX AND COVER WITH �• �. (INSTALL I/2"ABOVE , LOCK TOP fir', • , • ;,. •! � I FINISH GRADE) CURL TYPE EXPANSION LOOP(MIN. 24") x , - ��I �' •,,' . POP-UP BODY ASSEMBLY WATERPROOFED WIRE CONNECTION - x '• - TALL 1/2 FI NSSH GRADE1jBOVE CHRISTY'S I.D.TAG (STANDARD) ` ` "' c1' " " POP-UP ASSEIiABLY( INSTALLED I" SECURE TO SOLENOID " ` y; NONPRESSURE PIGTAIL LINE FITTING FINISH GRADE FINISH GRADE CHECK VALVE WHERE NOTED I OR AS NOTED ) ABOVE FINISH GRADE IN OPEN AREAS FINISH GRADE 3�Q, - LAWN AREA �, �' PVC SAH. 80 NIPPLE r � r� CHECK VALVE WHERE NOTED SIZE AS REQUIRED + t PVC LINE PIPE �• IZ NOTES: FINISH GRADE PVC SCH.40 STREET ELBOW 1. INSTALL HEAD FLUSH WITH.IOP SHRUB AREA G. OF HARDSCAPE AT INTERSECTIONS SOLENOID AND CORNERS. 3 .• ' t, / PVC SCH.40 ELBOW (pP ,�;:� -_;.� -y�' FLOW ADJUSTMENT —PVC SCH. 80 NIPPLE / 2. USE TEFLON TAPE ON ALL �• - ' �� THREADED FITTINGS EXCEPT p E • t, ,� (LENGTH AS REQUIRED) 12 PEA GRAVEL PVC SCH.80 NIPPLE(SIZE AS HEAD. Of '� mss• (MIN. 3 CU.FT.) 12" PVC TEE REQUIRED) IN FINAL POSITION LATERAL LINE PVC SCH.40 MALE ADAPTOR (S x S x T) Sx S x T OR 45'ArSHALL BE AT A (TYP 2 PLACES ) PVC TEE OR ELBOW ` d/8° x i/2" INSERT ELL { PVC) PVC LINE PIPE ELBOW LATERAL LINE PVC TEE (SxSxT) r OR ELBOW PVC ELBOW (SIZE AS NOTED ON DRAWING) / TORO'S THICK-WALLED Igo PVC LINE PIPE PVC SCH. 40 STREET ELBOW POLY PIPE(FUNNY PVC SUPPLY LINE FITTING(SxSxS) COMMON WIRE PIPE) OR EQUAL NOTES: SCH. 40 PVC STREET ELBOWS CONTROL WIRE ( 3/8" x 1/2" INSERT ELL (PVC) M I. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED . LATERAL LINE ( SIZE AS NOTED ON DRAWING ) 3/8 it 3/4N INSERT ELL (WC) 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN, OF NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS 3 FT. APART. NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. I TYPICAL REMOTE CONTROL VALVE ASSEMBLY2 TYPICAL SHRUB HEAD ASSEMBLY 3 TYPICAL LAWN HEAD ASSEMBLY 4 TYPICAL SHRUB HEAD POP—UP ASSEMBLY NO SCALE ( STRAIGHT TYPE ) JR-85 NO SCALE ( FLUSH TYPE) JR-84 NO SCALE JR-004-84 NO SCALE J.R.-64 NEW LEGEND EXISTING EQUIPMENT LEGEND d GENERAL NOTES SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE SYMBOLS DESCRIPTIONS 1. THE INTEGRITY OF THE EXISTING SYSTEM SHALL BE MAINTAINED, UNLESS OTHERWISE NOTED. ANY DAMAGE SHALL BE REPAIRED BY CONTRACTOR AT HIS EXPENSE. P.O.C. POINT OF CONNECTION SPECIFICATION WATER METER -- -- PRESSURE SUPPLY LINES&SIZE(2"&SMLR) CLASS 315 PVC SPECIFICATIONBACKFLOW UNIT 8 2. IT IS THE CONTRACTOR'S RESPOSIBIL ITY TO VERIFY ALL EXISTING CONDITIONS,TO PROVIDE A COMPLETE RE—WIRING �IPRESSURE REGULATOR SYSTEM,AND TO ENSURE COVERAGE OF THE FINAL PRODUCT. NON-PRESSURE LINES &SIZE CLASS 200 PVC SPECIFICATION 3. ALL SYSTEMS WHEN COMPLETED OR ADJUSTED SHALL BE COMPLETELY REVIEWED FOR PROPER FUNCTION, CONTROLLER SEQUENCE H GATE VALVES OPERATION,AND COVERAGE BEFORE THE TRENCHES ARE BACKFILLED. GALLONS PER MINUTE REMOTE CONTROL VALVE SIZE 0 QUICK COUPLING VALVES 4. ALL LANDSCAPING DISTURBED IN THE COURSE OF INSTALLATION SHALL BE RESTORED TO ORIGINAL CONDITION. Q REMOTE CONTROL VALVES DETAIL NO. I ® REMOTE CONTROL VALVES Q X 1,14, 1/2& FULL CIRCLE FLAT SHRUB HEADS TORO 570-6P—FS DETAIL NO. 2 AUTOMATIC CONTROLLERS 211 V V X1/4, 11/2&FULL CIRCLE SHRUB HEADS TORO 570-6P-12' DETAIL NO. 2 ------I------- MAIN LINES-CLASS 315 P.V.C. ELECTRICAL ( LOW VOLTAGE) WIRING NOTES : I I iI2� NON-PRESSURE PIPING 1/4, 11/2&FULL CIRCLE SHRUB HEADS TORO 570-6P-15' DETAIL NO. 2 A. CONNECTIONS BETWEEN CONTROLLER AND REMOTE CONTROL VALVES SHALT. BE MADE WITH x SHRUB HEAD-TORO 570-HP-15- 1/4,1/2& FULL CIRC DIRECT BURIAL AWG—UF, 600 VOLT WIRE, INSULATION THICKNESS 3/64 INCH, UTILIZING ® A 1/4, 1/2&FULL CIRCLE FLAT LAWN HEADS TORO 540P—F DETAIL NO. 3 V W [ SHRUB HEAD-TORO 300-12-02- 1/4, 1/2 & FULL CIRC LOW DENSITY HIGH MOLECULAR WEIGHT POLYETHYLENE INSULATION. m n Q 1/4, 1/2& FULL CIRCLE LAWN HEADS TORO 54OP-12' DETAIL NO. 3 ® @ SHRUB HEAD-TORO 300-12-03- 1/4, 11/2&FULL CIRC B . SPLICES, WHERE PERMITTED, SHALL BE WATERPROOFED USING SNAP TITE CONNECTORS AND HOUSED IN A BOX, BOXES FOR OTHER IRRIGATION USE MAY BE UTILIZED FOR THIS PURPOSE. ® 1/4, 11/2& FULL CIRCLE LAWN HEADS TORO 540P-15' DETAIL NO. 3 Q LAWN HEAD-TORO 300-00.02-PART CIRCLE 'ZrAPART CIRCLE ROTOR HEADS TORO 300-00-01 DETAIL NO. 3 C. WIRE SIZING SHALL BE A MINIMUM OF #$ 14 11UFto 600 VOLT UNDERGROUND WIRING. COMMON WIRE m n 0 SHRUB HEAD-TORO 30G-12-05- 1/4, 1/2 & FULL CIRC TO BE WHITE IN COLOR, AND PILOT WIRES RED IN COLOR. 113 PART CIRCLE ROTOR HEADS TORO 300-00-02 DETAIL NO. 3 (11 , LAWN HEAD-TORO 300-00-05- 1/4& 1/2 CIRCLE WA VA )(A 1/4, 11/2& FULL CIRCLE ROTOR HEADS TORO 300-12-01 DETAIL NO. 4 V V SHRUB HEAD-TORO 570-HP-12- 1/4, 11/2& FULL CIRC 'Wg •0 #a 1/4, 11/2& FULL CIRCLE ROTOR HEADS TORO 300-12-02 DETAIL NO. 4 CONTROLLER SEQUENCE p v III REMOTE CONTROL VALVE SIZE •c •cG 1/4, 1/2& FULL CIRCLE ROTOR HEADS TORO 300-12-03 DETAIL NO. 4 HARDSCAPING 3 Al7DED WIRING NOi-1:5 Ano DETN!.9 iFm I g I AN BACKFILL-SEE SPECS.FOR CITY OF RANCHO CUCAMONGA Z _ MATERIAL, 90% COMPACTION REQUIRED N z CLEAN BACKFILL-SEE SPECS. FOR MATERIAL,90% COMPACTION REQUIRED VICTORIA PARK LANE N NONPRESSURE LATERAL LINE: SCH 40 SAND SNAKE PIPE IN TRENCH BION-PRESSURE LATERAL LINE SLEEVE — SIZE TWICE DIAMETER OF NON-PRESSURE _ LATERAL LINE PRESSURE SUPPLY LINE: SCH. 40/CL.315 C� CONTROL WIRE SLEEVE- SIZE PER PLAN I SNAKE PIPE IN TRENCH IRRIGATION DETAILS INSTALL ADJACENT TO PRESSURE SUPPLY LINE III 111111nn- 111111 I I I �I • _ ! DATA ✓' '� �'" II PRESSURE SUPPLY LINE SLEEVE - SIZE PROVIDE �' OF CLEAN BACKFILL AP•wovUD WY TWICE DIAMETER OF PRESSURE SUPPLY LINE `/ t •- - 2 3g7 cmr srrvuwaw j,S� � ,r,� A.C.N. nw. 12' TYPICAL ftMAAtw.0MORSE CONSULTING CROUP ccJ 6" TYPrA_ CONT,OLWIRES-BUNDLE AND TAPE Dasiarr wa ma"D 0 AT 15' 0.C. AND INSTALL ADJACENT n C t.�/`7 NOT NOTE; TO PRESSURE SUPPLY LINE ENGINEERING DEPARTMENT ' "`*`�`K 3411.N. �.,un ,..+ I. ALL SLEEVES TO BE SCH 40 PVC. o DRAWN ■rrt m�+anu r•wouu� wHafT I. PIGTAIL AND LOOP CONTROL WIRE AT 90 CHANGES IN DIRECTION. JOB NO. 290-00 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. ARC' APPROVED BY: 8 cw 12 ASSOCIATEDIRRIGATION CONSULTANTS k�.oss 5 1�,8' CyTIPCAL SLEEVING TYPICAL TRENCHING 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA oAr, �� 1050 L I .T.S. N.T. S. 90025 (213) 477-8525 DATE. Sheet 8 of 20 �y 0 ° 0 .. o 0 / JACARANDAS BOXED OUT PRIOR TO ° d GRADING RELOCATED AS SHOWN o • • • • • • • • • • • • • • ' ;�d • • • • • • • • • • ♦ • • O • • • • • • • • ♦ • • • • • ° • • ° • V . • O @ O REGRADE TWO MEDIAN ISLANDS TO @ OO MAX. 5:1 GRADIENT PER SPECIFICATIONS & pp,RK @ © @ 1 AS DIRECTED BY CITY ENGINEER PRIOR 0 0TO INSTALLING IRRIGATION SYSTEMS & VICTORIA @ @ hbW'R x` o ° ° ° �ANTING JACARANDAS. °@ @o ° o o Oo @0 0 0 0 w@ @ o o ° ° ° ° I z @ @ ° o @ @ .� @ @ @ @ @ @ ° ° o J @ @ ° p ° NORTH Lu G2110 A ' • . O o IJ,J • ° ° ° 0 0 M� •/ • / • . . . . 0 0 ° ° ° • • • • . O0 O O O0 O O ° • � o o SCALE: 1"=30'-0" ° ♦ ° ° ° ° ° ° ° LEGEND • • • • • ♦ • • ♦ • ♦ ♦ • ° ° ° ° • ° ♦ ♦ e ♦ A ♦ ° ♦ ♦ ♦ • ° ♦ • ° ° ♦ ♦ ♦ ♦ ♦ Z • ° ♦ + LIQUIDAMBAR STYRACIFLUA - 'PALO ALTO" (15 GAL.) BS '. • • BOUGAINVILLEA 'SAN DIEGO RED' ( 5 GAL.) I AA AGAPANTHUS AFRICANUS (1 GAL.) @ 18" O.C. FLOWERS) - EXISTING GROUNDCOVER & SHRUB AREA- NOTE: ' GAZANIA 'SUNRISE YELLOW(FLATS @ 80 O.C.) 6" CONCRETE MOW STRIP HYDROSEED AS REQUIRED TO COVER ALL AREAS DISTURBED BY IRRIGATION SYSTEM VERIFY EXACT MOWSTRIP LOCATIONS IN FIELD, PROVIDE 3'-0" CLEARANCE MIN. FROM � MODIFICATIONS WITH HYDROSEED GROUND- TREES TO EDGE OF CONC. PINE TREES -SHALL OCCUR IN GROUNDCOVER AREAS ONLY. HYDROSEED GROUNDCOVER MIX 'A' - SEE SPECS. CATCH BASIN 1--� v_ - COVER MIX "A" TYP. ---- — HYDROSEED GROUNDCOVER MIX 'B' - SEE SPECS. DRAIN INLET TURF - HYDROSEED,-- SEE SPECS. STREET LIGHT J - 1 STORM DRAIN MANHOLE � _00- ° � 0 ' . . EXISTING EUCALYPTUS 0 oo0 0 0 0 00 0 ° O 0 00 0 0° ° 0 00 ° 0 ° ° 00 0 0 EXISTING EUCALYPTUS --6- ° ° ° p ° ° ° 0 o O 0 ° o ° p 0 o 0 0 o ° 0 o0 ° o 0 , !85 --=°--°0-1 EXISTING E UCA LYPTUS 0 ° OO O p 0 ° O O 0 0 O O O O O O O O ° O O ° o o ° ° O ° ° ° ° o o JACARANDA TO BE BOXED OUT AND RELOCATED o o 0 0 0 ° o 0 ° o0 p o0 0 AS SHOWN 0 0 0 00 00 ° ° �� o ° 0 0 0 EXISTING PINES o 0 o0 ° 0 0PARK O O O p O O O O , ° • PINES RELOCATED FROM ON SITE 0 ANE ! 4 IZ - co o O 0 O0 0 0 0 ° ° O o Oo • �[z�)HJCl _w tr 1 _ �Ilt> > i W� a, �iXi1i1 , , n DATE APPROYEOO O u� O p O 0 ° p pO O p O OO ° O O O O O ��O 0 O O ° °� ♦ ° ° ° ° ° - CITY OF RANCHO CUCAMONGA° _ O O p O I� - —� .. o 17 0 ° p , Z 1 W VICTORIA PARK LANE 0,__9 ° STREETSCAPE RECONSTRUCTION PLAN- I a CONSTRUCTION & PLANTING PLAN AREA 1 DAT[ W r t a APPROV[Di , j '22397 _ - CfTV [NOINIMPI �r I~ R.C.[, NO._ r DltiON I�MORSE CONSULTING GROUP R� Ia�o NORTH L.R. /VwPLA,,,VmC.Lhr,AEVZV0G.LAAVXAPC ARCIOTEy,E .a..••.t s.PutV AAD WTl rmi DRAWN ■�.[ •.•r4_tAutt pa�c7ulnl rALMULui SHAKY S.L. JOB NO. 290-00 9 D� 12 CC c>.[CxaD 5 A _ �= DIIAWINO NO' \, -L=�.� SCALE: 10=30'-02 KEY MAP NOT TO SCALE OATS 1056 -L Sheet 9 of '20 1 ° I O 0 0 ° ° 0 0 0 0 0 O 1 ° ° ° ° J ° ° ° ° ° 0 ° ° ° ° ° 0 ° ° ° 0 0 0 0 0 0 ° 0 ° o ° ° ° e ° ° U 1 Mama ° 0 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° 1 ° 0 0 ° ° . ■ ■ 0 ° 0 O)t , - - - , ■ .' ■ — LEGEND o ■ ■ 1 - - - ° ■ ♦ / w ■ ♦ ♦ ■ w ! VICTORIA PARK _ � ■ •■ /-- GN GREVILLEA 'NOELLII' ( 5 GAL.) LANE 1 ° IC '• ; • ILEX CORNUTA 'BURFORDII ' ( 5 GAL) NORTH w • • 0 0 w �' / ° / • ©�`�", PS t PYRACANTHA ' SANTA CRUZ ' ( 5 GAL.) w - zl PVC EQUESTRIAN FENCE See Sheet 20 of 20 SCALE: 1"=30'-0" 1 0 ° dol-o" 9 ♦ 1 STONE RETAINING WALL 1 o ° o o ° ° ° ° � .• ° 0 1 See Sheet 20 Of 20 ° ° ° • ' j W 4' WIDE CONCRETE WALK ! ° o ° ° 0 0 0 0 ° 0 0 0 ° 0 . z See Sheet 20 Of 20 ° ° o ° 0 0 0 0 ° 0 ° o ° ° o o ° ° CONCRETE EQUESTRIAN FENCE 1 _� ._ o 00 ° ° ° ° 0 0 ° 1 .� � Q I 0 0 0 0 ° 0 0 = 1 ° ° ° ° o ; IU ° ° ° ° ° ° o ° �� /Q �! i•� PINES RELOCATED TO THIS AREA ° ° ° j LS LIQUIDAMBAR STYRACIFLUA "PALO ALTO" (15 GAL) 0 ♦ ♦ Ll 1 BOUGAINVILLEA 'SAN DIEGO RED' (5 GAL.) 1 EXISTING SIDEWALK t TYP) • j BS • • • ■ 1 c AA AGAPANTHUS AFRICANUS (1 GAL.) @ 18" O.C. (BLUE FLOWERS) ■ �� LLLJ GAZANIA 'SUNRISE YELLOW(FLATS @ 8" O.C.) 1 - 1 ' 1 HYDROSEED GROUNDCOVER MIX 'A' - SEE SPECS. 1 • ; • EXISTING PINES 1 - • HYDROSEED ^GROUNDCOVER MIX 'B' SEE SPECS. . O PINES RELOCATED FROM ON SITE �1 - D -- SEE SPECS. F HYDROSEED SEE R YD TU H 6" CONCRETE MOW STRIP NOTE: ED CATCH BASIN VERIFY ,EXACT MOWSTRIP LOCATIONS IN FIELD, PROVIDE 3'--0" CLEARANCE MIN. FROM 000001 EXISTING EUCALYPTUS Q TREES TO EDGE OF CONC. PINE TREES SHALL OCCUR IN GROUNDCOVER AREAS ONLY. m 0 DRAIN INLET. I � EXISTING EUCALYPTUS • ■ ■ ' EXISTING EUCALYPTUS, STREET LIGHT EXISTING .GROUNDCOVER & SHRUB AREA- GRADE MEDIAN IN APPROX. OUTLINED ♦ ° ° ° ° JACARANDA TO BE XE OUT AND RELOCATED STORM DRAIN MANHOLE HYDROSEED AS REQUIRED TO COVER ALL AREA 'TO LOWER TOP F EXISTING ♦ ♦ AS SHOWN PVC EQUESTRIAN FENCE PER CITY OF AREAS DISTURBED BY IRRIGATION SYSTEM BERM BY 1-6" t. SEE' ECTION A, ♦ R.C. STD. DWG. # 1010 SHALL BEGIN MODIFICATIONS WITH HYDROSEED GROUND- SHEET 11. ♦ ON WEST SIDE OF SIDEWALK AND COVER MIX "A' TYP• • ♦ ` CONTINUE THROUGH TO SOUTH VICTORIA ♦; WINDROWS LO PRO � • � --- � —, — gra I■ , ♦ L • ♦ • / . -- ♦ 0 .- • - AR EA 2 c /y ♦ • EXISTING SIDEWALK (TYP.) • I + •�6. . Z rv/cT — _ _ . + . . I -,�----65�-0 ►� - ,� KEY MAP a • _ �— rl SANE r _ — � %• � NOT TO SCA E _ qp o PARK — �,� —-"- _— EXTRUDED-CET -ECUESTftIAN FENCE _ �� • 2 �dr =6 � � -I-00 t 0 0 0 +R= _ `�'-� - �o� TO CONTINUE FROM TRAIL TRANSITION TO ,s ❑ -1- /EAST SIDE OF SIDEWALK. FENCE AVAILABLE ® • • . + + -t- FROM RIALTO CONC. FENCE. INSTALL PER -arr + - CITY STANDARDS•HE-IJSE FENCE MATERIAL ' -i- 4- + + -�- " SALVAGED FROM REMOVAL OPERATIONS, + + + �" 0 �o. o'U Q riWp_€n__L. -ATlo �: rr 3���our/ s-22 a7 • ♦ / ��'- ply -�5 ` oTES �F_0v 1 ■ _ O ` , �I— I' Q} DAT[ rpp ! • • . 9b° � � -i- -- 1 p, CITY O RANCHO CUCAMONA +- + ♦ O SMITH e�NNt�c.Pd�1 i i'k(r ♦ ♦ . ® VICTORIA PARK LANE CO ♦ � EX1STlI�G � N�6� �QI,�ES T'R�-V L5. NC. J_ _TR � STREETSCAPE RECONSTRUCTION PLAN 5 001—M HYDROSEED-TURF AREAS DISTURB CONSTRUCTION & PLANTING PLAN -� ' BY EQUESTRIAN TRAIL & FENCE > � 6/10/87 DATA Go CS REMOVAL WITH TURF HYDROSEED «; H ' s,y.- ' 223 NORTH MIX - SEE SPEC_ IFICATIONS. ADJUST •-" S.L. MFMORSE CONSUL77NC CROUP RaCOMM(N o O i IRRIGATION AS REQUIRED TO PRO- 0 _....a,.., , .., O11AW' U �.s" w+w.cMUJta a�r .uY ♦,W.RJfi7 ,Maty 2 I VIDE FULL COVERAGE IN ALL AREAS S.L. .JOB NO. 290-00 �p DISTURBED �- BY TRAIL RE-ALIGNMENT _ 17056-L MODIFICATIONS. L.R --air 5r_1 pnSCALE: 1"=30'-0" a► Sheet 10 of 20 a LEGEND GN GREVILLEA 'NOELLiI' ( 5 GAL.) PINES RELOCATED TO THIS AREA IC ILEX CORNUTA 'BURFORDII ' ( 5 GAL) ' LS �+ LIQUIDAMBAR STYRACIFLUA - "PALO ALTO' (15 GAL),•. .PS PYRACANTHA ' SANTA CRUZ" (5GAL) ' BS • • BOUGAINVILLEA 'SAN DIEGO RED' (5 GAL.), PVC EQUESTRIAN FENCEAA AGAPANTHUS AFRICANUS (1 GAL.),@• 18" O.C. ( BLUE FLOWERS) See Sheet 20 of 20_ NOTE: - STONE RETAINING WALL GAZANIA 'SUNRISE YELLOW" (FLATS @ '8" O.C.) I See Sheet 20 of 20 GRADE MEDIAN IN APPROX. OUTLINED AREA VERIFY EXACT MOWSTRIP LOCATIONS IN FIELD, 4 WIDE CONCRETE WALK HYDROSEED GROUNDCOVER MIX 'A' - SEE SPECS. TO LOWER TOP OF EXISTING BERM BY 1'-6- PROVIDE &-0" CLEARANCE MIN. FROM TREES See. Sheet 20 of 20 ♦�♦ SEE SECTION A, THIS SHEET. TO EDGE OF CONC. PINE TREES SHALL OCCUR CONCRETE EQUESTRIAN FENCE HYDROSEED,GROUNDCOVER MIX 'B' - SEE SPECS;, O IN GROUNDCOVER AREAS ONLY. • • EXISTING PINE STURF HYDROSEED ROSE E D - SEE SP E CS, PROTECT EXISTING, GROUNDCOVER & SHRUBS - • C (PLANTING TO REMAIN) ° O o°o EXISTING EUCALYPTUS ♦♦ 2 6" CONCRETE MOW STRIP EXISTING EUCALYPTUS �� �♦ � BATCH BASIN ' • • ' EXISTING EUCALYPTUS ♦ IZ STONE RETAINING WALL !�� ♦� • F22DRAIN INLET, n ° ° ° JACARANDA TO BE BOXED OUT AND RELOCATED ��Cis. ♦ q� AS SHOWN ��j♦ `♦ ? • PVC EQUESTRIAN FENCE PER CITY OF STREET LIGHT z !�♦� ♦ RANCHO CUCAMONGA STD. DRAWING O ♦ .� # 1010 LOCATE WITH SMOOTH ALIGNMENTz BETWEEN EXISTING 7 r777 NORM DRAIN MANHOLE � P Via . , • _ P 0 ♦ o� ' - 1/ a +" or • . • - S � ' • �'� ��� � -I-' ���� � X50' ��� ,,_ . / , / i j tc� -f- � ftfto % - YDR EED TURF AREAS DISTURBED " . '�� � � � � -- � �Q . H OS �� + + + m - PARK BY EQUESTRIAN TRAIL & FENCES- L REMOVAL WITH TURF HYDROSEED MIX -}- ' m - SEE SPECIFICATIONS. ADJUST \ + `f' Z IRRIGATION AS REQUIRED TO PROVIDE `" 0 C + + FULL COVERAGE IN ALL AREAS DISTURBED @ +BY .TRAIL RE-ALIGNMENT MODIFICATIONS. � � w o oLp . O mmaill \, n j _ EQUESTRIAN TRAIL SECTIO lr�,P-,4\ v lv8l ri EXISTING EQUESTRIAN TRAIL vv4tk ON iggq� TO BE RE-LOCATED 0 4 V/q � ou O . � -- � -___--- - _ _ _ . Jaz-' � SAWCUT EXISTING SIDEWALK AND _— ' - ' WIDE SIDEWALK SCHOOL/ PARK B U`NUARY '� TRANSITION TO 4 ,_ 'NOTEo '° ART OF NEW N WIDE CONCRETE SIDEWALK. - MINIMIZE GRADING IN AREA OF NEW SIDEWALK, loll X ST KZ�I-ot EXACT LOCATION TO BE VERIFIED IN FIELD EQUESTRIAN TRAIL, AND EQUESTRIAN FENCING CONSTRUCTION TO AVOID ALL POSSIBLE PRIOR -TO CONSTRUCTION. NEW N WIDE CONCRETE SIDEWALK PLANS FOR DETAIL. DISTURBANCE TO EXISTING TREES. SCALE: 1"=30'-0° SEE. GRADING EXISTING GROUNDCOVER & SHRUB AREA- HYDROSEED AS REQUIRED TO COVER ALL - -- — - - �VISEL7 TREE LGYAT�orIS AREAS DISTURBED BY IRRIGATION SYSTEM / UESTr�Jar1 `(RPJ L, 5-22-8 MODIFICATIONS WITH HYDROSEED GROUND- _ -►`ibwsTRP "-yoaT/ Aprer) FEI-LItIG, COVER MIX 'A" TYP• ®� _ wLL >_L�, TiiJG `Ir ® Vw_ T'e DMV c A ( 1-OF & 4 FZ nova vEo R CITY OF RANCHO CUCAMONGA. AREA 3 - o - -- 3 r VICTORIA PARK LANE EXISTING GRADE - '°�'°��° _ CONSTRUCTION & PLANTING PLAN PROPOSED GRADE Mo. ,{:,,, -'' - = 1 y Y �-> r'�' mATz6/10 87 LOWER TOP OF EXISTING .` �, _: :t = �.• ��ENO Ha t� - '�����-3�--- -r7 _ _ O 22397 BERM APPROX. 1'-6" f --- y��.. �_ DEs10N qt MME E ---- --- ----- --- L.R. ftMORSE CONSULTING GROUP ��ru,aarc.c•cr„�rorc.ur+aucApc�nacrunn� RC�3/G 73 DRAWN ,f�.,t .�'/•.t,"•t![Jtru,irJ•�s• t�WDC]Ur7 w"affT --- S.L. JOB NO. 290-00 11 12 _ CriECKtD 1 y � �11�n f RAWIND NC- 0_ L.R. GAT/ SECTION A N.T.S. KEY MAP NOT TO SCALE 1056- L . Sheet 11 of 20 PLANTING & CONSTRUCTION LEGEND 12 6" CONC. MOWSTRIP, SEE C . 12 �IYIZ CATCH BASIN No i toRrtA� 1oigr5 is�t-ro xl� -67y-el. r DRAIN INLET - jlw141.o►-x6- . STREET LIGHT X I to 115 10 x,U = P> cGi`JG. pL.UGK, l STORM DRAIN MANHOLE N 12 X& 'A I�� C006 nL ccK `• ��:` EXISTING PINES TO BE RELOCATED TO THIS AREA - � y �I it a li u a �f414. MIX- 6e,15, SPL;GS• x� x IC° D " x llo LIQUIDAMBAR STYRACIFLUA - "PALO ALTO" ( 15 GAL.) � � . 9, II0fZGll�6 and �OOrll�ll� - - See Sheet 20 of 20 tt • • BOUGAINVILLEA 'SAN DIEGO RED' (5 GAL.) I lMtNvo0�- for Wall footing & — STFWGTdit.N.- Reinforcement. - AGAPANTHUS AFRICANUS (1 GAL.) PURPLE FLOWER @ 18" O.C. Cv("1F'AGTI0N PSR s�lLs REFbRT jE R��oMMcN(Di lot4 GAZANIA 'SUNRISE YELLOW(FLATS @ 8" O.C.) A TREE PLANTING DETAIL OD STONE RETAINING WALL HYDROSEED GROUNDCOVER MIX 'A' - SEE SPECS. HYDROSEED GROUNDCOVER MIX 'B' - SEE SPECS. Of= TURF 'HYDROSEED SEE SPE coNC. MOW 61N P � GN GREVILLEA 'NOELLII ' ( 5 GAL.) . 411pECoMFbSED Gf�NTE uesrr� - t�-w�,T a IC ILEX CORNUTA ' BURFORDII ' ( 5 GAL) CoMP.aGT W ROLL-eR5 TO 9070 oaNsITY. T�-IZ �� 6C,�U1r�T'R,�,aJ --sw-d Lc �r�# ALL pEi.o� PS PYRACANTHA ' SANTA CRUZ ' ( 5 GAL.) c,�, � A �+5 5Hok1N oN FLAIJ o���5T19JT W/ ciTY 5T°�JoP . FdK TRAIL. nNcr,,�! ,fii T�+e TM of EEi PVC EQUESTRIAN FENCE ��I D See Sheet 20 of 20 M SIX �oNc: NoWs�f, STONE RETAINING WALL Oj �- �SIM- To t,1eT-Add- IG 'oN sH�E-r I2 See Sheet 20 of 20 I.oCATE oN ctJTf�It)E of TI?AJl- ►�Rr�T1-` ,�aJ,o,cT To 4' WIDE CONCRETE WALK T -i��-,c�•-0 •F�NcE STS .�E3 �.{�t.lN• btu{ ; See Sheet 20 of 20 e See Sheet 20 of 20 �taNS. CONCRETE EQUESTRIAN FENCE See Sheet 20 of 20 B SHRUB PLANTING DETAIL E EQUESTRIAN TRAIL SECTION NOTE: SEE SPECIFICATIONS FOR ALL CONSTRUCTION, SOIL PREPARATION, PLANTING, MAINTENANCE AND GUARANTEE REQUIREMENTS PRk� A �4" CEEP 9�CaFkE L tyl!� AT Id 0•G A Fif�qR FILLED JOINT Al' 4:::� o•G .SND AT /ALL 0-iAt46e5 IN DIR�,GTIGN. � NOTF-r-? <�;)N M AN NATUR4I- CCNGreTE K/ 8 E � eF IN�TIohJ L-401-IT F1Nr-.,H GSE, G�oUNbc R IYV ,TURF O �%Zn 7;3 i 11 44- PJE �AR CUNT. Q �pn�� �oN�i�t�GT►oN ni:'(AI� � L.EGE���. I,iQTES 5228'� 2 EQUESTRIAN TRAIL DIMENSION BY CITY f0-87 CCONCRETE MOWSTRIP DETAIL ozscgirnon of Room CAT[ -APPROVED EO CITY OF RANCHO CUCAMONGA VICTORIA PARK LANE STREETSCAPE RECONSTRUCTION PLAN PLANTING DETAILSMOTES & LEGEND App �iC! CAT=_ 6 /87 CfTY KNotuYtD w,r ' -//"� � R 2 2 397 DISIYN R[COMMENDtD L.R. ftMORSE CONSULTING CROUPrs. WI<.a jhWtvrc.uraucArC A*CW rrc7vu ...•„i wry AM am.1 DRAWN "".(.Lv%Aw" n"uw n4.1s1411 r�(rw(t1 NET S.L. JOB NO. 290-00 12 12 asaGctD L R l� =1656-L Wlrw NQ. L.R. (O� ArN 10 5 6-L owls Sheet 12 of 20 i 3 12044 I THE WILLIAM LYON COMPANY INC . 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA CALIFORNIA 91730 VICNITY MAP . -- — --- —------ ---==---_EXISTit1a HIGHLAN1?.1IYIr_ • ! ����� t-.. -- -_ r - _ -- _ -- 130 � -� SHEET INDEX �� � _1 _ _ - - *- = �. _ -- - 4 A a 1. CONSTRUCTION PLANs�-T- , 1T — r ID 1 ;i 1 ` L-.- �• � NAP 2. IRRIGATION PLAN OL 3. IRRIGATION DETAILS & SPECIFICATION - L .'��, 5SI E WINDROWS GARDEN MOD LSA PARK G — NAP 4. TREES, VINE, & GROUNDCOVER PLAN - ,� 5. SHRUB PLANTING PLAN x 6. PLANTING DETAILS & SPECIFICATION NAP i TTI n M SOUTtCM PACM RAI POAD y ' - 1 RSE CONSULTING GROUP MH , AKE$ i PLANNING • ENGINEERING 0 LANDSCAPE ARCHITECTURE � ; _ TTT— uj- 4860 IRVINE BOULEVARD, SUITE #201 MH COMMERCIAL NAP NAP = J x IRVINE, CALIFORNIA 92714-1299 ---- - - lEu (714) 730-7 117uj TM — BASELINE ROAD ZI EZJBI.EN NAP e ABBREVIATIONS VICINITY MAP AT DS, DOWNSPOUT INV. INVERT ELEVATION S. SEWER VICTORIA WINDROWS A.D. ANCHOR HOLT E EAST J.D. JUNCTION BOX S. SOUTH 6 A.D.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF ARC + SCII. SCHEDULE A.C. ASPHALTIC CONCRETE E.0 END OF CURVE L.A. LANDSCAPE ARCHITECT S.G. SUB-GRACE A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F LINEAR FEET SLIT. SHEET A ALT. ALTERNATE E.J. EXPANSION JOINT LT LEFT S.F. SQUARE FOOT, FEET �r ALUM. ALUMINUM ELEV. ELEVATION MAX. .9 ��. DESCRIPTION 0/ REVISION DATE MAXIMUM SPECS. SPECIFICATIONS AP?ROVED APPROX. APP11OXIMATI, E.W. EACH WAY MFG. MANUFACTURER SQ. SQUARE Highland AveCITY OF RANCHO CUCAMONGA B.C. BEGINNING 0'.•' CURVE EX. EXIST'. EXISTING M11. MANHOLE ST. STREET PK{{{o B.C• BOTTOM OF CURB F.F.E FINISH FLOOR ELEVATION MIll. MINIMUM SFS SURFACE FOUR SIDES d•a•nn• Ro•d oe- B.C.R. BEGINNING OF CURD RETURN F.G. FINISH GRADE N. NOkTH T TANGEN T A VICTORIA WINDROWS BLDG. BUILDING F.L. FLOW LINE N. I .C. NOT IN CONTRACT T.C. TOP OF CURB TRACT _124 B.S. BOTTOM OF STEP F.S. FINISH SURFACE NO. , NUMBER ?.C.D. ZOP Or CAiCa BASIN W Foothill pt�d C. , COND, CONDUIT FT. FEET, FOOT O.C. ON CENTER T.r. TOP OF FOOTING C.B. CATCH BASIN FTC. FOOTING, O.D. OUTSIDE DIAMETER "•C. TOP OF GRATA C.F. CURD FACE: GA. GAUGE P.A. PLANTING AREA T&G TONGUE AND GROOVE COVER SHEET C.j. CONTROL JOINT GALV. GALVANIZED P.C.C. PORTLAND CEMENT CONCRETE: T.P. TOP OF PAVING C.L. l CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP W - C.M.0 CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED :EAM P.R.0 POINT OF REVERSE CURVE T.W. TOP OF WALL OATIN AVVAOV[O t"I C.O. CLEAN OUT G.P.N. GALLONS PER MINUTE PL. L PROPERTY LINE TYP. TYPICAL f�ti C,TY EfVO1N[ta CONC. CONCRETE GR. GRADING P.S.I . POUNDS PER SQUARE INCH V. VOLTAGEitECOMMENO[O DE[tON CONT. CONTINUOUS GRNil. GRCJND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL dER ROINO FREEWAY {-,o MORSE CONSULTING CROUP ftmAANNG•FINGAFI WVC•l AA03CAPF CSK. COUNTERSINK 11. ,HT. HEIGHT R. , RAD. RADIUS W. WITH CU. R.C.V. REMOTE CONTROL VALVE �■��`��� C_ . CUBIC HCR. HEADER W. WEST a�rtcsuwu.t,�inu OQAWN ■wt a c isn.• ruypatsT AN[tT DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE W.P. WATER PROOFING JOB NO. 24084 X -cw D.F. DRINKING FOUNTAIN If.P. HIGHPOINT REQ.' REQUIRED k0 SCALE �r OPtAWI►40 NO. CsttCKtO �� W' � e DIA. O DIAMETER I .D. INSIDE DIAMETER RWD. REDWOOD I o,3& ,/ DATA SIGNATURE APPLIES TO ALL SHEETS i N� k 4.x a' 51-uMP aLacl< 'Mow Lar.KI A " GAP SCDPf, LM AT Id 0 cG � ca,P - oro o Ms6IONI ca.oR A Fid FIU,OVGJloly JdNT AT -0 o•G QA�� OR EgUAL,. AND AT A.l. 15 IN LIMIT OF WORK CITY OF ,u RANCHO CUCAMONGO ,x Gx ic;o coNc- SLUMP DLo6l< ki-N-L Z GAO &ocK n:%_aR: gRCo'MI651oN' F,0R RET w� It1AL.L5 01 TURA OR aecor'tR�qeo GR.At4ft maw 1x)41 r coLaR -rte N -fire � NoT�Ei� ON hL.�rl ' ' �2 �e FOR FAw=vING RST. C W/ RET•aINING GOND�ITIIoNSP' �--R I�L7Il. CW" �T L4&HT • .. � BRGoM Rr�15H . , , P�. . . .' , .• � � " C•,f�`pE GI<oUNC�CcN�R - : Sa HE ENGR . 44' Iy2 TURF y-t PLO" I s LIMIT OF WORK CITY OF . .•. : � . _ -- �4 tzE4�R �- 'RANCHO CUCAMONGA r I� v NOT-E7 T-E coMPAGTIaN P�..R 5011. Imo• tVRT • ; p• 0 ALL k1ALL IY preop 6 cdNG � - , , s-fi�UGTIJt�,I- ENGR T 'I I.� II WJt, ATTOP GF -SWC- MI-Q. S P MI-Q. P IZOO BbGK OF _ I ' LIMN' F WORK NO SCALE u<C, _ - • f � �• C�1C. MOW TR WILLI M LYON COMPANY � SLUMP BLOCK WALL NO SCALE J I I T OF WORK MASONRY NOTES GENERAL CONSTRUCTION NOTES - MASONRY ASONRY UNITS TO BE GRADE 11 N�� PER ASTM C-90-52. - WILLIAM LYON COMPAN '• • � •• � ' + { 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR 2. CONCRETE IN FOOTINGS SHALL ATTAIN COMPRESSIVE STRENGTH OF 1 TO 1HE START OF THE CONSTRUCTION. CONIRACTOR SHALL NOTIFY 2,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. + THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 3. THE GROUT FOR CELLS TO BE ONE PART PORTLAND CEMENT TO THREE 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO PARTS SAND. I j INCURRED.TION AND SHALL BE HELD LIABLE„ FOR ALL DAMAGES J 4. MORTAR SHALL CONTAIN ONE PART PORTLAND CEMENT, } PART LIME O - PUTTY, 3} PARTS SAND PER ASTM C270-:2T. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. O THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND S. OMIT ALTERNATE HEAD JOINTS IN FIRST COURSE ABOVE GRADE TO SERVE •' DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. '.� AS WEEP HOLE OR PROVIDE 2" DIAMETER PIPE AT 10'-0" ON CENTER. I 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED 6• PROVIDE 1 CU. FT. PORUS GRAVEL PER LIN. FT. BEHIND LOWER COURSE �� - _ - I 1., -J AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TU POURING. AT RETAINING CONDITION. - (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHIIECT A MINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.) 7. BOTTOM OF FOOTING TO BE MINIMUM 18" BELOW NATURAL GRADE. - 7' r S. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED 8. MAXIMUM SOILS PRESSURE USED 1800 PSF. WITH 113 INCREASE FOR WIND/ ON THE IRRIGATION PLANS PRIOR TO PAVING. J SEISMIC. 40. 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR 9. REINFORCEMENT SHALL BE DEFORMED BARS PER ASTM A615 ® ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. 10. ALL REINFORCING SHALL BE PER STRUCTURAL ENGINEERS'DRAWINGS. I I j 7. ALL WALKS AND MOW STRIPS STAKED FROM OFFSETS SHALL BE ' CONSTRUCTED WITH SMOOTH GRADUAL CURVES. iOro • 11. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS SHALL BE OVERLAP AT SPLICES. O I 8. FENCES AND MOW STRIPS STAKED ALONG PROPERTY LINES I STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. 12. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL Q I u BARS. 9. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR�FENCES AT 90° ANGLE, Z 1 a Is LINES. UNLESS SPECIFICALLY SHOWN DIFFERENTLY( E.G. ALONG PROPERTY 13. ALLOW FOR ADJOINING CONSTRUCTION. I 14. ALL 1YORKMANHIP AND MATERIALS TO CONFORM TO GOVERNING CODES I 10. LOCATE SIDEYARD FENCES ADJACENT TO STREET A MINIMUM OF 5' 0" AND ORDINANCES. (-,._ FROM BACK OF WALK OR TOP OF SLOPE TYPICAL_ 15. DESIGN BASED ON U.B.C. "NO CONTINUOUS INSPECTION" LIMIT. _ 16. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. j ilk,�' 17. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED. SOLID GROUT :•.� .-.`---,-".- � � ALL RETAINING WALLS. 18. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY WORMANSHIP AND ALL WALLS SHALL BE PLUMB ANID TRUE. STEP FOOTINGS IN EVEN BLOCK INCREMENTS. 19. EXPANSION JOINTS SHALL BE LOCATED AT ±50' MAX. AND AT MAJOR O CHANGE IN HEIGHT OF WALL. tt J 20. ALL GROUT SHALL BE NATURAL COLOR. 241. 1 1IGI 16AND AVENUE AND 11.01=61KEN AVENUE WALLS SI !Al=t= REC-EWE A now �� - , • or •... ' .� . . .. . LEGEND a 22. ALL COLUMNS AND ROWLOCK CAPS/AT WALLS AND COLUMNS ARE TO BE "ORCO MISSION" COLOR. 23. ALL BED AND HEAD JOINTS AT COLUMNS AND ROWLOCK CAPS SHALL • �.�: 1 BE CONCAVE. -�� 6' HIGH SLUMP BLOCK WALL - ORCO "MISSION" COLOR THIGH WOOD FENCE AND GATES O / �s�� �•r CONCRETE MOW STRIP 11. ' PLAN v� CONSTRUCTION �-� _ NOTE ----- _1;4' 4s• -:-,TF!N _5 X11!111+I W Ci1216wANP L`N� CITY �b �M � .r4 ©NSI�ra�Nn DESCRIPTION OF REVISION DATE APPROVED Roy CEt4•R FST- ® MSX. Cio'-o' o.C. TRF-°T ► G 1 4 F �� � W W000 I/� M CITY OF RANCHO CUCAMONGA_ ARDEN MODEL RECONSTRUCTIO NOT t- � ;�'' =off-rZ�c c R �v�•I�I� V�Qir fc�JGT{GN _SIC . ;JTZ G`�=-�crZ P'.IGQ 70 coNs-QUc?1oN C -;`fP3 ►�sT�l� �� !-;r�. 51J� = TRACT 1'3%0 R�I.1J�11NG FIs - SL-oo� ter- PREPARED BY: PREPARED FOR: G -SII a• � •, - � APPROVED BY: /� �--- DATE.g223Ki a 1, s ;-�, �`-` �' 5 T� gE `�`�� �� x MORSL CONSUL TING OR"O UP CITY ENGINEER - R.C.E. .._1. P=R a �'yT Sal-S LYON DESIGN /V�IrMORSE CONSULTING GROUP RECOMMENDED e F�F�P.T R=COM 1ENG,�CTiorl' c PLANNING •ENGINEERING LANDSCAPE ARCHI7ECTU�tE /�U�rr.�nm�n+c. cuvzavc.L,lvnacA ,urcr��Ec�en¢� ; a P1� 4860 IRVINE BOULEVARD, SUfTE#x201 '°WK ALIF "" 720.19" i I 8'' Z IRVINE,�w, I��27M-1299 WILLIAM LYONWam. cunt DRAWN SHEET 8540 ARCHIBALD SUITE d 1 OF •�, WOOD FENCE NO SCALE SCALE I ��-ZO�-O RANCHO CUCAMONGA, CALIFORNIA 91730 CHECKED 2oyr�' DRAWING NO. GATE -I I05-(v-L � CI-tnNC�E��IZ 40* i 11 I � EXIST. CONTROLLER"N" I EXIST. SLEEVE ACROSS STREET G I-r TO 51U 6 L --TSA& . W N S A'r -�11 PaI<r QP �= Go 00 3 MIT OF WORK CITY OF GENERAL LEGEND �` ? RANCHO CUCAMONGA 1 LIMIT OF WORK CITY OF - -0 SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE RANCHO CUCAMONGO N1 7s _ .. -- 2j P.O.C. POINT OF CONNECTION SPECIFICATION PRESSURE SUPPLY LINES & SIZE (2" & SMLR) SCHEDULE 40 PVC SPECIFICATION NON-PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION —� �Q� 111 V •� , � — —_ CONTROLLER SEQUENCE r ,a GALLONS PER MINUTE I� 2 /i , >t Qy REMOTE CONTROL VALVE SIZE �� - i ' ' 8 AUTOMATIC CONTROLLERS RAIN BIRD CMC-4 DETAIL NO. 1 r X � �- x r 5Up y 04F, ��e)4 Iq 2 i 't� �2 �'tli 7 �a Q REMOTE CONTROL VALVES RAIN BIRD EP SERIES. DETAIL NO. 2 poi►•J'1r • Vin... � � . - — N i G AT -RIC VACUUM BREAKER LI IT OF WORK a j \ WILD M LYON COMPANY • ANTI-SIPHON MANUAL CONTROL VALVE CHAMPION 466-100 DETAIL NO. 6 d , t tpopr�i(( LIMIT OF WORK I / WILLIAM LYON COMPANY l CATER MATER a f O N9 111211 ' i N10 8 111 X SPRINKLER HEAD LEGEND o � . . 1 { " SYMBOLS DESCRIPTIONS MFR & PART NO. G.P.M. RAD. MAX.SP. PSI REFERENCE Z , F_ i 1/4 & 1/2 CIR STRM BUBBLR RAIN BIRD 1804 - 5 CST .5,1.0 5 5 20 DETAIL NO. 4 V V 1/4 & 1;2 CIR FLT SHRB HDS RAIN BIRD 1806 - 8 FLT SAM SERIES .4,.8 7' 7' 20 DETAIL NO. 4 v v X 1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1806 - 10 SAM SERIES .5,1.0,2.0 11' 12' 20 DETAIL NO. 4 I �,,.,..�-••• •. � �, � �/ � 1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1806 - 15 SAM SERIES .8,1.5,3.0 13' 15' 20 DETAIL NO. 4 1/4 & 1/2 CIR LAWN HDS RAIN BIRD 1804 - B10 SAM SERIES .5,1.0 ill 12 20 DETAIL NO. 5 (D Q ® 1114, 1/2 & F CIR LAWN HDS RAI14 BIRD 1804 - B15 SAM SERIES .8,1.5,3.0 13' 15' 20 DETAIL NO. 5 cc 121 � • V bj NI I ,/. NOTE: �2d )'2' 2µ .; �L� rfN I N G P-%Ow �I L n5G4 �,oJ �t' NA.►J�G� �M�l.,iT �." .,, -►i• . • 'ry ����tir1'L��u�b Tl�� G 1'1'`t 4 IG �SIG NO G LIG�S.Nt0 NlaA 10 �� 2 fan � a D SEL � S IRRIGATION PLAN GENERAL NOTES DESCRIPTION OF, REVISION DATE CITY P'ROVEO 0 IN PLACE T& REMOVE HHALL EADS. EXIST. PIPE ADJU© NEW LAYOUT a CONNECT TO DDITIONAL O CITY OF RANCHO CUCAMONGA HEADS AS SHOWN. 20 CONNECT TO EXIST. SYSTEM. GARDEN MODEL__ RECON_ STRUCTIO 3� CONNECT TO EXIST. MAIN LINE. (2") 0 ROMINTERCEPT VALVE(N 0 AND EXTEND TO NTROL a COMMON WIRES NEW VA LV E. CONNECT TO EXIST. LINE a BACK FEED PREPARED B Y: PREPARED FOR: TRACT 12044 ® SYSTEM COVERING LAWN SYSTEM. NEW VALVES NO. "N-9,N•l0 N•I I" WILL REMOVE EXIST. R.C.V. 81 PLUG LINE,EXTEND ® REQUIRE WIRES. PULL FROM EXIST. CONTROLLER "N"• APPROVED BY: DATE: CONTROL WIRES TO NEW LOCATION. r MORSE CONSULTING GROUP CITY ENGINEER R.C.E. NO. PLANMNG •ENGINEERING•LAftDSCAPEARCUlTECTURE LYON DESIGN IKMORSE CONSULTING CROUP RECOMMENDED V 48601RVINE DOUIEVARD, SUfiE#x201 i '°60IMM WMCAU OPI"9i720-IM01 Z IRVINE,CALIFORNIA 927N-1299 " WILLIAM LYON'e m Q/�Iit DRAWN nu�r�oauT SHEET ASSOCIATED IRRIGATION CONSULTANTS (714) 7347117 , L 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA As40 ARCHIA, C IFOR I 2 Of g 90026 (213) 477-8626 SCALE V-201' 0• RANCHO CUCAMONGA, CALIFORNIA 91730 CHECKED SS DRAWING NO. DATE 8'13{ lC�ile—lr G 1r-IAl.3C E GR.vt5(t- SPECIFICATIONS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO LOCAL BUILDING AND PLUMBING CODES 12HAVING JURISDICTION. 2. APPLY AND PAY FOR ALL PERMITS REQUIRED FOR THIS PORTION OF THE WORK. 3. PROTECT THIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE AS A RESULT OF THIS WORK,' SIDEWALK,CURB, VACUUM BREAKER ETC. 4. PRIOR TO SUBMITTING BID, EXAMINE THE SITE AND THE CONDITIONS THEREOF. OR SIDEWALK,CURB, ) 5. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE FURNISHING ALL LABOR, 12 UND PLASTIC BOX 9 NOTEt}.� ETC. MATERIALS, TOOLS, MACHINERY, AND EQUIPMENT NECESSARY TO INSTALL A COMPLETE SPRINKLER AUTOMATIC CONTROLLER ASSEMBLY OOV GALV. STEEL SYSTEM AS SHOWN ON THE IRRIGATION PLANS, INCLUDING TRENCHING, BACKFILLING, ETC. � �Id •-- Q TO BE WALL MOUNTED(SECURE AS STREET ELBOW PER MANUFACTURERS RECOMMENDATION ., � �� 6. PRIOR TO COMMENCING WORK ON THE PROJECT, ARRANGE AN ON SITE CONFERENCE WITH THE CURL TYPE ANSION LOOP U ', OWNER, OR HIS DULY APPOINTED REPRESENTATIVE. COMMON WIRE SHALL BE TIED INSIDE GALV. STEEL NIPPLE 7. THE INSTALLATION AND OPERATION OF THE SYSTEM MUST BE APPROVED BY THE OWNER . HOUSING WATERPROOFED W CONNECTION + * *t +{ t ' LENGTH a SIZE AS REG D + t t t + t t + + 4 ; - 8. IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE DRAWINGS NOTIFY THE CHRISTY S IQ TAG(ST RD) + +++ + ISN GRADE • /" I . OWNER BEFORE PROCEEDING WITH THE WORK. 0 SLEEVE FOR CONTROL WIRES PROVIDED BY fr+t + t + '' t SHRUB AREAS • SECURE,TO SOLENOID IIF { + ++ + o ' GENERAL CONTRACTOR PIGTAIL + i++ NON-PRESSURE ' , 9. COORDINATE THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, WITH THE FINISH GRADE LINE FITTING. • , LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE PLANTING OF TREES, SHRUBS, OR OTHER L.A4'N AREAS • PLANTING. 6"ABOVE c THE HIGHEST FINISH GRADE 10. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO INDICATE A COMPLETE SPRINKLER NOTES HEAD IN THE +, SYSTEM INSTALLED AND READY FOR USE WITHOUT FURTHER COST TO THE OWNER. I. COMMON WIRE TO BE WHITE 9 CONTROL SYSTEM WIRE TO BE BLACK IN COLOR. ;• 1•,;; PVC LINE PINE , FROM CONTROL VALVE 11. RECORD ACCURATELY ON ONE SET OF REPRODUCIBLE PRINTS OF THE DRAWINGS, AN AS-BUILT 2. NO SPLICES SHALL BE MADE BETWEEN ��� r:.� SOLENOID I I PLAN KEPT UP TO DATE AS THE PROJECT IN UNDER CONSTRUCTION. IN ADDITION, DIMENSION FROM CONTROLLER 8 REMOTE CONTROL VALVE. `. . �I'Y,� TWO PERMANENT POINTS OF REFERENCE THE LOCATION OF THE PRESSURE SUPPLY LINE ROUTING, 3. CONTROL WIRING SEQUENCE CORRESPONDS NoIsCo ... �, 1�,. •'4�.• FLOW ADJUSTMENT ul '' •• NIPPLE u All VALVES, PLUG TEES, AND CONTROL WIRE. + TO OPERATING SEQUENCE OF REMOTE A� •y� ,yip 1: t 48 CONTROL VALVES 9 AUTOMATIC CONTROL- PEA ya• •;• _PEA GRAVEL GALV. STEEL 12. THE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED FOR A PERIOD OF ONE YEAR LER UNIT STATION CONNECTION(SEE 11pP (MIN.3 CU.FT.) FROM THE DATE OF ACCEPTANCE. MANUFACTURER WARRANTIES SHALL NOT REPLACE THIS IRRIGATION PLAN FOR CORRECT VALVE GUARANTEE AND THE CONTRACTOR SHALL BE LIABLE FOR REPAIRS AND REPLACEMENT OF FAILED SEQUENCE) . VC SCH.40 MALE ADAPTOR MATERIAL. . 2 PLACES) ELBOWS ELECTRICAL TAPE-TAPE WIRINGS AT „ GALV. STEEL INTERVALS OF 10 FEET ON CENTER P1IC L E PIPE 12 13. UPON COMPLETION ON THE WORK, REMOVE ALL EXCESS MATERIAL, EQUIPMENT AND WASTE TO THE I SATISFACTION OF THE OWNER. L PVC SUPPL INE FITTING SCH. 40 PVC MALE ADAPTOR PIL WIRE COMMON WIRE (SXSKS) 14. THE SPRINKLER INSTALLATION SHALL BE DEEMED INCOMPLETE UNTIL ALL SPRINKLER HEADS FINISH CONTROLCONT OL UNIING(Aw0 RMI 14)SECURE VALVES AND ALL RELATED IRRIGATION EQUIPMENT HAVE BEEN CHECKED AND ADJUSTED TO BEST TO CONTROL.UNIT AT TERMINALS PROVIDED FLOOR IN CONTROL UNIT—UNLESS E' TO SYSTEM CONFORM TO THE CONDITIONS AND REQUIREMENTS THAT WILL PREVAIL AT THE FINISH SITE, AND OTHERWISE NOTED 1) VALVES ARE BE INSTALLED W SHRUB AREAS UNLESS OTHERWISE APPROV APPROVED AS-BUILT DRAWINGS HAVE BEEN SUBMITTED. THIS INCLUDES CHANGE OF NOZZLES IF .� OTHERWISE I COMMON WIRE TO ALL R.C.V.'S 2) WHEN THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPAC NOTE: REQUIRED FOR PROPER COVERAGE. A MIN 3FT. APART. UNIT SHALL BE INSTALLED IN SHRUB AREAS ONLY 15. ALL SPRINKLER HEADS AND PIPING SHALL BE INSTALLED PER THEIR DETAILS, IN THEIR I CONTROL WIRE TO EACH R.C.V. 3) US EFLON TAP6 ON ALL THREADED FITTINGS. RESPECTIVE LOCATIONS, AND SHALL BE OF THE MANUFACTURER NOTED UNLESS OTHERWISE TYPICAL AUTOMATIC CONTROLLER ASSEMBLY TYPICAL REMOTE CONTROL VALVE ASSEMBLY �S TYPICAL ATMOSPHERIC VACUUM BREAKER APPROVED. NO SCALE ( WALL MOUNTED TYPE ) J.R.-64 NO SCALE-'87 NO SCALEASSEMBLY A.I.C.-JR 16. ALL MATERIAL REQUIRED FOR THE PROJECT SHALL BE AS INDICATED IN THE LEGEND AND INSTALLED ACCORDING TO SAME OR AS RECOMMENDED BY MANUFACTURER. 17. ELECTRICAL SERVICE REQUIRED FOR CONTROLLER SHALL BE PROVIDED BY OWNER. 18. CONNECTION BETWEEN CONTROLLER AND REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL AWG-UF 600 VOLT WIRE. WIRE SIZING NO. 14, SPLICES WHERE PERMITTED SHALL BE WATER PROOFED. 19. PLASTIC FITTINGS SHALL BE OF SCHEDULE 40 POLYVINYL CHLORIDE INJECTION MOLDED AND SIDE GATED. WHERE THREADS ARE REQUIRED, THESE SHALL BE INJECTION MOLDED ALSO. 20. TRENCHES SHALL 86 EXCAVATED TO SUFFICIENT DEPTH TO PROVIDE COVERAGE OF 18" OVER ALL PRESSURE SUPPLY LINES AND 12" OVER ALL NON-PRESSURE LINES UNLESS OTHERWISE NOTED ON DRAWING WHEN PIPING OCCURS UNDER PAVED AREAS. CONSIDER DIMENSION TO BE BELOW SUBGRADE. 21. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, ANTI- SYPHON HUMPS, OR OTHER IRREGULARITIES. MAN�i WITH U CONTROL VALVE 22. INITIAL BACKFILL ON PLASTIC LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN IM �PWITH UNION MATTER LARGER THAN 1/2" IN SIZE. 2" OR AS NOTED r/ 23. SUPPLY AS"PART OF THIS CONTRACT THE FOLLOWING TOOLS: ETC. SIDEWALK , CURB, FINISH GRADE (a) TWO KEYS FOR EACH CONTROLLER. :, . SIDEWALK,CURB, ETC, SPRINKLER NOZZLE SPRINKLER NOZZLE ,• Q P-UP BODY ASSEMBLY ;,. �• �. (INSTALL I/2�*ABOVE • FINISH GRADE) SIDEWALK, 12" MSN ' POP-UP BODY ASSEMBLY CURB, ETC 6 (,SET FLUSH WITH FINISH I� GRADE) FINISH GRADE FINISH GRADE—] 00 NIPPLE (BRASS) PVC SCH. 80 NIPPLE SIZE AS REQUIRED 011ie PVC SCH.40 STREET ELBOW LATERAL LINE PVC SCH.40 ELBOW PVC SCH.80 NIPPLE 12" I 4' PVC. SCH 40 (LENGTH AS REQUIRED) PVC SCH.80 NIPPLE(SIZE AS MALE ADAPTOR 12 PVC TEE REQUIRED)W FINAL POSITION IRRIGATION DETAILS & SPECIFICATIONS (SxSsT) SzSxT OR RISER SHALL BE AT A C PVC TEE OR ELBOW 45°ANGLE BRASS NIPPLE ELBOW LATERAL LINE ELBOW (BRASS) (SIZE AS NOTED ON DRAWING) DESCRIPTION OF REVISION opts CITY PVC SCH.40 STREET ELBOW PRESSURE SUPPLY LINE PrPROVtO• PRESSURE SUPPLY CITY OF RANCHO CUCAMONGA LINE FITTING (BRASS) SCH. 40 PVC STREET ELBOWS LATERAL LINE ( SIZE AS NOTED ON DRAWING ) NOTE USE TEFLON TAPE ON ALL THREADED FITTINGSGARDEN MODEL RECONSTRUCT NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS rG"***NTYP1CAL IO ANn-SYPHON MANUAL CONTROL VALVE A88EMBLY N NO SCALE r4""NTYPICAL SHRUB HEAD ASSEMBLY 8 TYPICAL LAWN HEAD ASSEMBLY No SCALE ( FLUSH TYPE) JR-84 No SCALE JR-004-84 PREPARED BY: PREPARED FOR TRACT 12044 APPROVED BY. OAT MORSE CONSUL TING GR•O UP = CITY ENGINEER LYON, DESIGN RECOMMCNO O PLANNING * ENGINEERING• LANDSCAPE ARCHITECTURE �MO SE CONSUL LING GROUP AHC �� CU IRVINE &)UUVAW, SUfTE 0201 _ St u+a�a+vc:•�m"w94uvc. 1411to�x u*A'e �Nru ivxt �V { N•0 IM\'V•WM�IIARII cult-$(A • IRVINE•CA1Jf O NIA 927 t*1299 avlwl�all�.wm�.l1,•1•w Z - (714) 7367117 �ie WILLIAM LYON ��X11 til jt l DRAWN ASSOCIATED IRRIGATION CONSULTANTS rl � 2014 8EIULVEpA i1.VD. L08 ANGELES CALIf011N1A 8540 ARCHIBALD SUITE • 90026 (218) 477-9626 SCALE 1'- 2Y -0• RANCHO CUCAMONGA. CALWORN1A 91730 CHECKED O1�AYM 4 NO OATS • R1l� v tows 001 OMw............. ............................... TREE LEGEND SYMBOLS KEY BOTANICAL NAME COMMON NAME LIMIT OF WORK CITY OF e-6 6UaA;fM'j 6AMAL- U.LON6I15 P4P di QM RANCHO CUCAMONGO so NNW • . •• • p r/wu5aa��- Ila Tr��E LIMIT OF WORK CITY OF KI tJaGP+9.0b.N 04M I N�OS 1110 LId A � -4 PA, RANCHO CUCAMONGA f MIT OF WORK i 1 LCOMPANY . P N u5 E",Jt to eob- MOWMoL.I PINE 15C .,.,E - ` • ®° • .� VINE LEGEND LIMIT OF WORK WILLIAM LYON COMPANY 1°S 1�O.Is �►I�NO 155U5 I�OS'foPl 1 plcU6r1 ndTa 1 t GROUND COVER LEGEND M I x A'' -T 4IS SHESr � ••' . .• -Tua.F (HyP,1L6sFsd) M Inc 1141424H 'r O �- • :�. cc ' Z 3 HYDROSEED MIX 'A" VIES 1 Botanical Name Lbs/Acre Purity Germinati �� • '� ' LOTUS KALO 8501. 501. • GAILLARDIA ARISTATA 2 95% 75% GAZANIA SPLENDENS - "Red-Shade" 8 7001. 8501• MSS ON BEL43"ESCHOLZIA IFORNIA 2 9501. 7501. s _ ALYSSUM 3 95% 8001. ' ,«• cc 1 "CARPET OF SNOW" LUPINUS NANUS 2 9501• 7001. Seed Total 25 lbs. per acre. TURF (HYDROSEED) MIX " " TURF SEED NIX; • TE 90% FALCON FESCUE V`J I T�J JQ G rT"y I2-O\" A-NO -a`N C}54&T G 10% MERIT ID'�IKENTURCKY-SSL �O ��k Kj99 SEED APPLICATION RATE - 1 LBS/1000 S.F. [T o� � O ; _p -- S� TREE, VINE, & GROUND COVER PLA DESCRIPTION OF' REVISION DATE CITY MR'OVED CITY OF RANCHO CUCAMONGA GARDEN MODEL RECONSTRUCTIO PREPARED BY: PREPARED FOR: TRACT 12044 APPROVED BY: DATE:- MORSE CONSULTING GROUP CITY ENGINEER I.C� '� RC.E No. PLA1vrvinrG 9 ENGINEFJeM•LAIVDSCAPEARCHREC7URE LYON 0*10RECONSULTING CROUP RECOMMENDED MENDED wffoS9tana3ctrsAAChfTEC71 t,4I .c w � 'p4NO UtVWE BOULEVAD, SUE 401 H, M IRvurcCALIFORNIARNIA 4129 DRAWN �a,bau, SIKtT (714) 730,71177 wUamQ%!L 4 8 _ 6640 ARCHIBALD SUITE 0 Of SCALE 1 20f-O' RANCHO C CAMONOA. CALWORN1A $1730 CHECKED ',�� DRAWfN0 NO. DATE ' ( •8 I O�a(v'�-- GIJA+VG� oR�� PA ............ tows . T�WOloop* - R ` RAN VA SHRUB LEGEND SYMBOLS KEY BOTANICAL NAME COMMON NAME LIMIT OF WORK CITY OF _ RANCHO CLICAMONGO4� . " • • - • N b N�•1 b I N�- �O M1�ST1�- h fav CCN L`( �.NI�oo pp ppO"ri 414. rI?.A.S?,�12,1 ice{-�b"rl kI IAS LIMIT OF WORK WILLIAM LYON COMPANY If -roe�l f(4Tt0 P rfYas orLuM 'rO i 1061" r I ao s� sa��ou,� IC�;►�jG r-d SAP-GCxcw_NOW 40 pl�e. • + � XG X� CD E5 GU ti'I 1.45M b WILIAN LYON OOMPAN I to ` =' I K O6ILS A^ r NOTE I 1ALL, Age4-5 w TH I N c fl z Ow ANP 1 A-W05C M 0. M A" *TO P E M�+N 1'A !' I N � � i O / oc . z _ L j411 . "'" 19 .•+pi° .r_r� O _ cr • I I�ilililllllllllllll A- I SHRUB PLANTING PLAN DESCRIPTION OF' REVISION DAT[ CITY CITY OF RANCHO CUCAMONGA GARDEN MODEL RECONSTRUCT PREPARED BY: PREPA ED FOR: TRACT 12044 APPROVED BY: DATE: MORSE CONSULTING CROUP CITY ENGINEER ~�•--� R.C.E. NO PLANMNG •ENUMEF.RM•LAftUXAPEARCNRECTURE LYON Dtsl�f GROW RECOMMENDED • ftL0MLC.0NSULj7NG c. uorct,� 4W IRVWE 90MEYARD, YJrM M1 , «N ,,,, 'R""E'`""`'°RJ'"" '2'"''2" �LWILIAAM LYON�om No(714) 7J�7117DRAWN VEIT �p 8640 ARCHIIALD $Uf t • ISCALE 1'020r-00 RANCHO ArONaA� CALIFORNIA (1780 CHECKEDMI #?a�S DRAMtNO Na DATE �'fzG�•2 a LANDSCAPE SPECIFICATIONS 1. THE .FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT 12. ALL TREES SHALL BE PLANTED A MINIMUM OF T-0" FROM WALLS, BUILDINGS, AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR WALLS, AND GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE PLANTED BUILDING LAWS. IN SMALL AREAS SHALL BE CENTERED IN PLANTING AREA. 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR, 13. ALL. TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE AND QUALITY. LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. . 14. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "HINES NURSERY" tJ$JC� 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE STANDARDS FOR SIZE AND QUALITY. 85p � PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK � AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE 15. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. CONTRACTOR PRIOR TO INSTALLATION. _ 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .10 FOOT 16. ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 900 OF FINISIIED GRADE. IF AN AREA TO BE LANDSCAPED 1S NOT ACCEPTABLE TYPICAL UNLESS SPECIFICALLY CALLED OUT. TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE GENERAL CONTRACTOR AND THE LANDSCAPE'ARCHITECT. 17. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR MANNER WITH A MINIMUM RADIUS OF 3' TYPICAL. 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE 18. ALL VINES SHALL BE REMOVED FROM THEIR STAKES AND TRAINED ON WALL AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER OR FENCE PER DETAIL, ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER 5 CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED 19. ALL STREET TREES SHALL BE ADJUSTED TO FIT WITH FINAL STREET LIGHT AND g TO DRAIN AWAY FROM WALM. DRIVEWAY LOCATIONS. 6. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED 2p, ALL VINES IN TURF AREAS SHALL BE INSTALLED IN CONCRETE VINE COLLARS SMOOTH. ALL ROCKY MATERIAL 1N EXCESS OF ONE INCH IN DIAMETER SHOULD PER DETAIL. AL TREE NO SCALE BE REMOVED TO A MINIMUM OF SIX INCH DEPTH. CITY MAINTAINED AREAS 15 G . 21. MAINTENANCEW BEGIN WHEN THE OWNER OR ITIS ?. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS ARE FOR BID REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE COMPARISON PURPOSES ONLY. FINAL SOIL AMENDMENTS AND FERTILIZER SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE LATEST SGU3 AND SHALL TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHO REPORT. CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL BE AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND � EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-UALF TIMES THE DEPTH UPKEEP. ��; T OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED WITHOUT �� AMENDING FOR BACKFILL TO THE DEPTH OF THE ROO'TBALL. THE BACKFILL FINAL APPROVAL AND ACCEPTANCE OF WORK WILL BE GIVEN AT THE END OF I� MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING THE: (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN �IN - �'� '• 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. - FORMULA: CITY. OF R.C. RESERVES THE OPTION TO EXTEND THE MAINTENANCE 6 PARTS BY VOLUME ONSITE SCREENED SOIL PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT' IS DETERMINED THAT FURTHER MAINTENANCE IS REQUIRED TO PROVIDE 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX COVERAGE REQUIRED. ` - 2 LBS. IRON SULFATE PER CU. YD. OF MIX '[lit: pOSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN 22. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF IT !�'C-� � ONLY FERTILIZER PROGRAM. BEGINNING AppROX1�1r1't'I;LY 30 DAYS AFTER ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD D "T PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT 'TI{F. RA'Z'E OF 5 LBS OF SIX MONTHS; �GROUNU COVER, TO THE COMPLETION OF MAINTENANCE. � - eF ��X PER 1000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME WELL GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION - FREQUENCY OF FL'R'flLl'LI:R APPLICATIONS CAN BE OF MAINTENANCE PERIOD. - ES'[ABLISHED, Tlil: FRLQ jII . Iii- Ti DECREASED. ' " f PRIVATELY MAINTAINED AREAS 3. r MAINTENANCE SHALL BE AS DISCRIBED ABOVE IN NOTE #21 EXCEPT FOR A f 8. HYDROSEEDING EQUIPMENT ___ PERIOD OF 60 DAYS. - rM� ��,���-�� fT��� - PLANTING EMOTES USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTEM AND WITH ` AN OPERATING CAPACITY SUFFICIENT TO AGITA"TE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CON'T'AINING NOT LESS TITAN 20 KILOS (44 SHRUB PLANTING NO SCALES LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FER'T'1L1'l,l,R ADDITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. 1. FOR TREE STAKING, SHRUB PLANTING, AND VINE TYING REFER TO THE WORKING DRAIVIN S. 9. HYDROSEEDING • 2. LANDSCAPE ARCHITECT SHALL .APPROVE PLANT MATERIAL PLACEMENT BY CONTRA TOR A. APPLY TOTAL SPECIFIED QUANTITY OF SUED, FERTILIZER, AND FIBER 1 PRIOR TO INSTALLATION. MULCH. B. BEGIN HYDROSEEDING IMMEDIATELY THAT SOILS HAVE I3EEN PREPARED 3. ALL TREES 24" BOX AND LARGER SHALL BE "TAGGED" AND/Oft APPROVED BY THE LANDS APE AND WATERED AS SPECIFIED. i ARCHITECT PRIOR TO THEIR DELIVERY TO THE PROJECT SITE. i C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT 'I'llE Sf'1'1?. MIX COMPONENTS TO PROVIDE. Tilt: APPLI('ATION RATES SPEECIFII:1> IN NO'I'1:S 4. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST'' STANDARDS FOR SIZE AND QL':1LI�Y. 23 & 24. APPLY SLURRY PE.It LATEST ACCIA"I'l-A STANDARD -PRACTIC1E AND AS APPROVED. 5. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "HINES NU'RSEiw" STAND RDS FOR SIZE AND QUALITY. a _ 10. ALL INSPECTIONS WILL 131: MADE I3Y THE LANDSCAPE ARCHITE(IT Oil HIS I RETIKESIEN'T'ATIVI,. 'TIIE, CON'TRAC'TOR SIIALI, RI:QUI:S'I' INSI'I.("1'IUN AT LI,AS'1' 6. ALL TREES SHALL BE PLANTED A 1lINI�lU�1 OF 3' FROM STALKS, BUILDINGS, WALLS, AND TWO WORKING DAYS (48 HOURS) IN ADVANCE: OF THE, 'TIAIE, 'fill" INSPI,("1'1ON GROUND COVER BEDS WHERE POSSIBLE. 'TREES TO BE PLANTED IN SMALL AREAS SHA L BE 1S ItEQUIftIE ), CENTERED IN PLANTING AREA. s SOILS AMENDMENTS AND FERTILIZER FOR .ALL PLANTING :AREAS SHALL BE AS RECOMME DED 11. ALL TREEES SHALL BE STAKED Olt GUYI:U AS ItI:FI:Rt:N('I:I) AND I)i:'I'All,t?I) ON ' IN THE CURRENT SOILS REPORT. (REFER TO LANDSCAPE SPECIFICATIONS.) -TETTE WORKING DRAWINGS ACCORDING To '1'111: FOLLOWIN(i St'lll:l)UI,E:. 5 GAL. TREE•:S: SINGLE: STAKEEU 1'Iilt DETAIL. 8. ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSC:IPE AREAS AT 900 TYPICAL. 15 GA L. 'I'll E'ES: DOUBLE, STAKED PI,R DFITAIL. 24" BOX Olt LARGER TREF: (jUYIA) III-At DETAIL. t 9. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR MANNER SMITH A �1IN1MUM RADIUS OF X TYPICAL. , 10. TREES IN TURF AREAS SHALL BE PLANTED NO CLOSER THAN Y TO EDGE OF SHOVEL CUT. lit - PLANTING DETAILS & SPECIFICATIONS �P h VINE PLANTING , NO SCAM DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA . GARDEN MODEL RECONSTRUCTION PREPARED BY: PREPARED FOR: TRACT 12044 APPROVED BY DATE6P'Ar0-W�&%W1= : P CITY ENGINEER RCE NO. 7 MORSE CONSULTING GR'OU 11..1NNINl; • NAGINfI WINIf • 1�1NOM'AI'f•ARCIIIII-V/URE LYON oEslcN IKrMORSE CONSULTING CROUP REc��MMENoEo _ W&r.,IJyrM;.u�..,><�,��«LWA l e.;r�,sf��•� - - -- - �r+t,ll I1«TNI NA 1 `AKI�, lI I 1 L I•III I / - - ,NI IIf\I.M IYM1J'SIA1%NNS" "41 i /` IM iN►.(Al N.'YYIA 73�:�t"`H IHVINI, I AIIII)HNIA 1I:1N 1."e,I /te WII LI AM LYON �J ORAWN ''"'M "' SHEItI (111) l H► 711 1 • � r 8 8 8540 ARCHIBALD SUITE - - �� - RANCHO CUCAMONGA, CALWORN1A 91130 CHECKED DRAWING NO D A 1 E