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Home My WebLink About1194-L tD %q(c lr(n)R. /TH (a HT WILL LY N MPANY I H E - 1AM 0 CO N Cm 8540 ARCHIBALD SUFrE. B RANCHO CUCAMONGA , CALIFORNIA 91730 _ SHEET INDEX SHEET KEY MAP COVER SHEET L- 1 GRADING PLAN L- 1 a MIt3HL A ND AVE. CONSTRUCTION PLAN L-2 - - - - �i - - V _ CONSTRUCTION DETAILS L-3 -:- . - '`� PROJECT SITE CONSTRUCTION DETAILS L-4 g/ ,•-' ,: - _-� --_- �;z � 1- CONSTRUCTION DETAILS L—rj •-` . �` --; - K NYON A K IRRIGATION PLAN L-6 - r . .... . . L-7 IRRIGATION DETAILS I `- �•"�•��`��'`�� - -K a 'TREE PLANTING PLAN L-8ID SHRUB PLANTING PLANL-9 Z R/ -e PLANTING DETAILS L- 10 -1 I t�.�.....- * ARCHITECTURAL PLAN :! ..C.C. ffff -A-2 - - n. * ELECTRICAL PLAN E-- 1 �FAIRAAONL — _ tr --�� 12-- i•J)\ i. _ - i.l_' �p Hit air E -2 �" t.-r t- t- %.. .0. i .. ,kms.. •+a .r_- W� QUANTITY ESTIMATES MORSE CONSULTING GROUP �k PLANS PROVIDED BY THE CITY OF PLANNING • ENGINEERING • LANDSCAPE ARCHITECTURE PARK RANCHO CUCAMONGA. = = = = • � ' r - TURF 233,000 S.F. SOUTHERN PACIFIC RAILROAD 4860 IRVINE BOULEVARD, SUITE #201 GROUNDCOVER 55,296 S.F. IRVINE, CALIFORNIA 92714-1299 TREES 453 (714) 730-7117 TRAIL RJM TURF 1(),016 S.F. ) I GROUNDCOVER 13,136 S.F. ccQ DESIGNGROUPDREEOMMENDED :'-I - _TREES 82 CITY ENGINEE Z REC MMENDED . PLANNING AND LANDSCAPE ARCHITECTURE DATE RECOMMENDED DNG FICIAL NO SCALE 27285 LAS RAMBLAS,SUITE 250, MISSION VIEJO,CA.92691 (714)582-7516 DATE /; d• CITY PLANNER AOI�ED QUAr�TI_i Y EST IM�T�S - ABBREVIATIONS VICINITY MAP PROJECT SITE f AT DS. DOWNS'POUT INV. , INVERT ELEVATION S. SEWER A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. SOUTH b A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF ARC SCH. SCHEDULE --------- A.C. �A.C. ASPHALTIC CONCRETE E.C. END OF CURVE L.A. LANDSCAPE ARCHITECT S.G. SUB-GRACE ; ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT S.F. SQUARE FOOT, FEET A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEET SIIT. SHEET ��' ESCRIPTION OF REVISION GATE APPROVED ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS Hghtand Ave. APPROX. APPROXIMATE E.W. EACH WAY MFG. MANUFACTURER SQ. SQUARE PACIRC CITY OF RANCHO CUCAMONGA B.C. BEGINNING OF CURVE EX. EXIST. EXISTING Mil. MANHOLE ST. STREET Baseline Rd. B.C. BOTTOM OF CURB F.F.E. FINISH FLOOR ELEVATION MIll. MINIMUM SFS. SURFACE FOUR SIDES q B.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADE N. NORTH T. TANGEFTI ` 'q0. BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.C. TOP OF CUn3 P� FOochll Blvd, KENYON PARK B.S. BOTTOM BER TOP OF CATC:I C. , COND CONDUIT FT. STEP F.SFT. FEET,FINISFSOOOTFACE O C. ONMCENTER 7.F.B. TOP OF F60TINGASiiI m VICTORIA VINEYARDS NORTH C.B. CATCH BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER "..'.C. TPP OF CRAT313 < ,� C.F. CURB FACE GA. GAUGE P.A. PLANTING AREA T&G TONGUE AND GROOVE a _ COVER SHEET C.J. CONTROL JOINT GALV. GALVANIZED P.C.C. PORTLAND CEMENT CONCRETE T.P. TOP OF PAVING c C.L. C CENTER L1NE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP $ t W w cr O APPROVED E T.W. TOP OF WALL > C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED AM P.R.C. POINT OF REVERSE CURVE S, uwo , C.O. CLEAN OUT G.P.M. GALLONS PER MINUTE PL. L PROPERTY LINE TYP. TYPICAL qN COMMUNITY RVICES MANAGER CONC. CONCRETE GR. GRADING P.S.I. POUNDS PER SQUARE INCH V. VOLTAGE DEs+oN RECDMMENOED CONT. CONTINUOUS r..RND. GHOUND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL BER NARDINO I FREEWAY I - 10 MORSE CONSULTING CROUP ms PLIA'MNC.FM^,/NEZ7tlIVC.LtADITCAr'E ARCIR7EL7LAtE CSK. COUNTERSINK U. ,HT. HEIGHT R. , RAD. RADIUS W. WITH ,rn wVN[BOun MW 3"n ADI CU. CUBIC MDR. HEADER H.C.V. R MOTE CONTROL VALVE W. WEST Rkx cuscx.4 92 714 17M PALM MM" SMRKT DRAWN ifn7[ i LXOOL int DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE W.P. WATER PROOFING MS L•-low 12 r D.F. I`RINKING FOUNTAIN H.P. HIGHPOINT REQ. REQUIRED CM<CKKO ORAWINO NO• DIA. 0 DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD is I i •AAAA.-- \- _ / RE51 MCI tO L.AN05c-Al E, �'r- .�`., AREAS FOR 51C-,1-•IT [DIST-ANCE IL r- . '' �' 1 GONSIFJERPTiONS "STALL r '.SCH. 40 TVr- FOR POTABLE�1*4ER SERVICE Al@ ,=CR�� (24" DEPTH) 10 CONST. 6'V.C.P. SANITARY SEWER WASTE SERVICE v • I ~\ � 11 CONST. SEWER MAWOLE PER CUCAMONCA COUNTY WATER / j.9 �� DIST. STD. DWG NO. 18 •t ~, / \ - •' �•?'��' �0 ____— CONST. SEWER CLEANOUT PER CUCAMONCA COUNTY WATER i 1 ` f? F�-- ��- DISTRICT STD DWG NO. 21 (6" BELOW GRADE) ' f FOR KENYLON,WAY 13 —`- iftMOVE PLUG AND JOIN EXISTMC SEWER LINE " t bT f _PER Z FiAGt 3-L,9 ?�_._.. , \ .. � � •::, r t �; �•..-- .._.,_ --•AAAA ''J ..___,-•- .: mss;- _ t - /1 J , f , . _ - Y �•- E ON r" _ _ 97 77 _ r AAAA..-... _ i6` 000� Zz— �- _ 00, loo s Ae nAq At' 1` /0 Oake Ale : , f r �! I 1 ; 00, tiNlt.t.. BE G'ANSTRI(� , f I.�! •._,•_ ,: 1`V-- rT S , ❑a f�p }...._.. / ! �WITH TROTFnl s 00' � .00 op 00000 00000 , 'i __AAAA`„- h 1 . !: � `, l `: AAAA.• /'' i. .• r " r� 1� /-. •AAAA_ 7� _—• f . ,� t f� _� - l 1 .- I •l � - '> •. /�� •I � _._.._AAAA ..�_ _ ,' ...__._-- - , ..-•---_"'"' SCH004 MRK • 9 RY FSR _ 3 �ZL- MAP NO. 11105 A , f . z / . r, II ...'_'AAAA. r l ........... I3 '001 , 1 . 1 ..... -.., ;_ ._ ,\ , _ � AAAA. ,-- r _AAAA_.-.. , _AAAA..., Q AAAA /1 ol AAAA. ' \ \ �� X93 ' � t , � 5�`►�Nw' � �,. __-- __ � ____ •,- - 11 t1 - AAAA___._.---- —'- `y • I JI _ _ yy I } 1jT /14626 t e-00, ToIsrR ti ax V { /r ` / 1 t r T, , 1 . _ ,,� s \ i I �-� '_ _ '• � to t' t � / � �� ..._._.. --- - .000, 0 N S FOR CITY USE 0"LY _._. /\ 1 r ' 1 •� --- DATE DESCRIPTION, APPROVED INITIAL DATE r4j STREET iy,rl+ �• �� /// f'r �` WATER SEWER g'1 p . � '— .'L •' _ pis + — 1�� _+ - - DRAIN -- .. t j� j TRAFFIC // ;r I _ 1, \ \_— / , '4 —./��a...�� ,� r.� � \• 1 \ `\ +� -'_ •/ _+• . FINAL CHECK dirm ,1 _ 3 AS CONST SE FOR PRIVATE USE 1—. ---- -�— THE PLANS WERE PREPARED BY: M R NSUL77NG GROUP INITIAL DATE �/ �� - r • � ft �� -.�. - •~ a•41 / I PLANNING • ENGINEERING SURVE17Nt�` DRAWN ��, - ---- ` - a AAAA.. Eli - _ - • / -— -- - ' � � � CHECKED - -__ ^ Tom ' 44`.6 4 TG, purrE , l ,• f}o 47 448. -____ .. 1 TG LICENSE NUMBER FILE 448'g __./107 CITY OF RANCHO CUCAMONGA _ 6 _-- - COMMUNITY SERVICESDEPAMENT. PARKS DIVISION \ \` RT _ r 67 6 6$ 69 - �,- / , PROJECT o,EC NAMEENYON PARK ( TRACT 13442IC ) / \, ✓ 1\ ) !/' ; �.' f/ SHEET TITLE / 1 GRADING PLAN BENCHMARK B.M. 1638 APPR0 o APPROVED r y I^ � d �/ Mo 2Q596 24' EAST 1297.297 0F7 4 E-1IWANDA Ic =� d a 49 EV 9*" * AVENUE AND 40' NORTH DATE ool�+uwTrt SeAVICES s DATE d CITY ENGN+EER 0 v v \Jf CIV �! OF d BASELINE, SET BRASS A SHEET d .. OF . q � BENCH DISC. IN TOP OF . �CF CALF o+tre ort L 18 Y .1.Z NE ENO OF A 4'X2' CONC. APPROv BOX CULVERT. once CF" K.AP&M iAMItMGNCj. JOB NO. 240-0800 . r owl CONSTRUCTION NOTES �-CONST. 3'•AC OVER 4"AB PA\Jr� CyO��N��NC*" :UJB ONLY P T. (Q/ �PO�N� +/ �PER 5TO D4CURB ry-.- 301 44 CONST W CURB AND IW' GUTTER PER DEI-oNL H1EF�EC*1 55 CONST Z• WIDE A-.EY GkJrTER PER DETAIL_ HEREON &_CE-rAJt_ CONST KA.NDC AP ACC- � RAMP PER CITY STD. ids 310 W/MCK)IRED NAGE -I —CONST. AG RAMP OS —IN3TA.I.L_ 0CkJML4" WHITE. 9A,V- '1'F..p PA.RKRN 51 .N ACCCROING Tc� ClT`C OF F?ANCI~b CUC1�.M�NC-�. _ 5EE STREET "pRCNEMENT PLANS FOR TRACT 13219 0000, X , 6 �• "S -001 r4 \ IS co fit ,� ,��•,�. , ' ,' STC 1 ¢ 1?.SpT c \ 7r3TC : .� :.. •. . � ,� 5f o� - • (9• +G� � �� *�� 'L `• /SST � /� �. 1000, 1000, i'�` t✓ Es 1%� �J� � •�` '4 fib' • V � � A �0\ PRECISE GRADING PLAN PARK SITE PARKING LOT R E V I S I O N S FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE 3/e' STREET Z" WATER SEWER S `- - GRO L DRAIN TRAFFIC FINAL CHECK ALLEY GUTTER DETAIL R W AS CONST (N.T.S) NOTE WEAKEND PL A.N1= JOINT5 5HAL_L_ BE COSTRUCTE.O NOT THESE PLANS WERE PREPARED BY: FOR PRIVATE USE THAN 10' APART MORSE CONSULTING GROUP INITIAL DATE PwPLANNING • ENGINEERING • SURVEYING DRAWN YC: ELEV5/8-UPLINE a», ,• sra. CHECKED CURB NAME DATE ; TDP OF PAV R LICENSE NUMBER FILE '9 :'/i R -- %=R CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAME • KENYON PARK ( TRACT 13442 6' CURB FACE & 18� GUTTER DETAIL SHEET TITLE GRADING PLAN BENCH MARK B.M. 163B APPROV APPROVED ELEV. 1297.297 24' EAST OF t ETIWANDA AVENUE AND 40' NORTH DATE COMULPM SET!E S DATE = r CITY ENGWEER OF (t BASELINE, SET BRASS BENCH DISC. IN TOP OF AA / J "Kamm OrfTLLAL SHEET L_ l b OF 12 NE END OF A 4'X2' CONC. APPROVED' : t BOX CULVERT. �'�""'�� GATE •.� •j. .• . CRY PlI1►M[A JOB NO. 240-0800 3 o-f17 VICTORIA - .PARK _ _ ANE _ Y �� Q + — -1i- it laic A•tX Ica I BLS WALL 1v 1poh1L47C-K -COLOR To MATGH VICTORIA VINEYARDS NO REE , sT ON Exl-eMOR'3 DE arlL-r LANDSCAPE PLANS FO STR N ••��-_,.,.-.--•• � .. }, � I. OF THIS AREA. F3 fel aN u :Q �,- &< 2' 1 `_T—-t° TFtP.SH taSF�Sa1. arts .. o ••-- �" � PA �j I Aiov1�� Y f�•1•ka-lo olsws►.L • 4 colic. aL� . � 'N ti :':. . "''• :::"".�"•' D�UE%�� 4,1>`If�E IN �} N<_, Lr . ' . : . . • ts — Tff- vEs Iz CITY �T00 f'�1�lUA FI�L� r ICS 24 �l.t��/Ii� �=1�� - ' ''"�•�' ` . to . . . r,� C' ATS F V� CcIj N,l`1�- M I / .'.:..'.:...:....'.:•.. •;:::..' ASN IJP L.os U R E TiUNr ►- c ' 4t.0 0a Y OF Fzr�, �� ::; ::.:'::::':.:.':'." `' 2 WO:�V 5TtFL .TES PIC., Ile qujt � rP, \ �.. .•.'' " ".' t 2p PLAN VIEW K 8 X4x LOCK't 2R l M icH p tJ i T I.E P • 7 o _ T \ I'tESTRa�wt pal-L�. T�.v:L E'5 (2 !ys,t��, �) - -�`-� —�` ex4xl61 ISLO- f'LAt� Fold L,~ 2 (- IrJ� - . . 9 e c. ' � f � • ``.,...r:.::'..._:_ :..�._:::..:�``• �' .• N�r�lD GAS �A�-I�J6 S��L� �N� �6f.1�6� 3�•�.,: gt��l�.,� � ��ngo y • oU H1� 5T-pL.0 F-,TCNO NdPee Nn IONS of PTL t-JIGN iG Toll- . 1`-Av� \ ::: '::. Z'r G�tG, ��ti'�,D►�1 •^� /� T� '...`... .. :... ( �V Z D Q St�tt8°ft�S`iITOCtc WEl9C?�f'— IN FaOTiN6 u _ R,Z 37O.C. I\V I�E� �� rt (� ' - S ^tai-I •• y I __ __ " S CL FtrT cY�JT �T 2 dem rel v sT L crr1� �t,iax rJ V rJ 1 - ...,t(� b�J'l.T g1ArlLL` CO IQo`I TO IN 12U,12 ! _ ( LL ' . ., , Y> >• U• G' SECUf 6'Ts SPC' i ` +' O FRONT ELEVATION FTs• I`INIs+a �(IQ (��j, �A D. p0-'� ATE-44-1 5 TEE L. !?QST is CIU c 4'Cmc.st�,a i �o► G, Mnr —zp j RIES 2 1 O• T ' ° - - l� ✓ C..� J Ii�v 1 SE 1 I ✓ h1ALL ►Y �x 5' Ls••6 BoL.TJ C' l�l`ZF ` LL•i•.p 31-{IE1,.p5o IZ'aG. t CLUSTER �� t`�' (J �L�Y �SZ�A �lP.tL STEEL 3K 3 x IS 15 t�'OsT- 1Alt-Lt7 '2--tt4 emits G/ -P4 GRIND SNOO-TH , FILL-F?-75T II✓<,UdC. �i CONT 5L40CK �X3 ST��1 At�l� 6✓eT� E it I -`bZ �GW ✓(/N4> �U✓ V rte' C� -T I 1 ,, , ;1.� ) IDE ONL`� rlir! 5u66fi�t�E � ` 1 / r ✓ �, `',.••i I v V �♦1/ I �j�. 1 yi:,'i'i'�==�,T�t•;,� ,i":;,'' _ .. - -- - - _ - -- - � _ y{.► /J'� //�[(�I_ 'C/E.�-�/, � �''ilvl Y,}.: :�=.__�:��'w;''•,` ;_,.,'•; '� Q �� 5 I x sTz�►c � ! V _ .✓ V V '� T\1I 1 2 1 C/1 'Y' ` yf :~` ` 1. _ •'�•Sy�, '' N A SECTION :W,�.'}` •: /� 4�• ::;Y.1;-',�a� •,?�.-y�is Y '�:;�.; . l� IR tC -,�' '•- '" �•X�• }IEAVY D11T 2xCo ROS C7 r CITE F,-,Ll t465 ��✓ ✓v 6uTT HIr�E 6�(STo.raLE LURE UN6�3 STEAL F 'IE 5 SEC 1� E K QI� CLUSTE �;; ,, -�:; ,'r:: :c TOTAL' PosT) W Q T(I e TOP 4 5OTToM) -P,�V. st'- ,t'^ .. 91;i-�;�^,-',.�'r'��';��: .,l;;�i;%.y,s-,-�•c'_r: O IX4 k1C.L�[�F-T�•f"1E TO �L-tN65 ►•.V� �.•� /,/}�/^ � -,,; 'L:y,Jp,,a.;i,,,;__ - s,z;, ..:- -s,, '.�:, ti_ Q PosT � F�.Te �RN"IE ` .j'%._,) _ :'i.� ''i'' __._�,tii']`}:,+-'`3,i'j_' • `' I 'I NAIL Z e� "•;' 'S:%i'-' G i • �I I V�i CO V l��dQ. �f`I� 1``10t� � I x�} IODS Dr. VF-RTIC,-I- c�.TE FRAMIrIG -r - - `+'�' T'�t�►� t 1 I NST L�-�-j'ION G� 1 HINGE DETAIL 0E 2 CoNt LUITSLEEvIrJG 'riUiy t, '� ;��, ,t;, , , TRASH ENCLOSURE W/ GATES NO SCALE A SROM tel,�• �To1�'G I✓ G .SE, To GoNC, � G ESN TAT Ler-fQ,, ► /� "(0 • CONSTRUCTION�� LEGEND !� '7 n c;-E,7- ffi... opo ss + F'rt-rP SYMBOL DESCRIPTION 13R CK DUST SPECIFICATIONS �� + X' 60% CRUSHED BRICK ' SCHOOL SITE a� LIMIT OF WORK , TYPICAL 40% SCREENED CLAY �• ,• �Q� r ' � �� '�GI� IIiSTALI BRICK DUST.4"DEEP IN INFIELD: - \ a� p,� ' I I MARKETED AS 'ANGEL DUST'OR (APPROVED EQUAL)BY: I� v � ASPHALT PAVING, SEE GRADING PLAN CORONA CLAY l 0 (714) 737-5667- _-_- -� � . PLAY AREA SAND, SEE D 32, MIN, 95% PASSING THROUGH 915MM STD. SIEVE SIEVE TESTS AS FOLLOWS. MIN. 65% PASSING THROUGH 500 MICRON. STD. SIEVE t 6 � WIDE CONCRETE MOWSTRIP, SE � - MIN. 30% PASSING THROUGH 53 MICRON. STD. SIEVE .03 EXTRACTABLE CALCIUM BASED ON DRY WEIGHT AND UTILIZING 109'e QF SODIUM ACETATE EXTRACTING SOLUTION. CONCRETE PAVING, SEE 7U ALKaN, TYPICAL cg/ �— BROOKS BOX NO. 2424 W/PARKWAY GRATE AND 3"X5" "/^/ STEEL THRU DRAINPIPE SEE DETAIL BELOW. GYE UTILITY SLEEVING NOTES. WALKS MOWSTRIPS, PARKING LOT AND ALL HARD SCAPE !TEM S HAVE BEEN COMPUTER #�It oto C�1 FSp DIGITIZED AND WILL BE LOCATED IN THE FIELD FOR CONSTRUCTION BY THE ENGINEERING Z SURVEY CREW. F- I O UTILITY PLANS SHOWING CONNECTIONS FOR TELEPHONE SERVICE AT RESTROOM BUILDING WILL L BE PROVIDED BY GENERAL TELEPHONE. Z �J4 ---� IL Q SEE SHEET L-4 FOR GENERAL CONSTRUCTION NOTES. NS r•►G= SCALE 1'--40' I tc, SEE VICTbRIA VINEYARDS NORTH TRAILS '�� ?A -----J F O � 1„kj�S-�-�,� -TR E v I S I O N S FOF3aTYusEONLY INFRASTRUCTURE LANDSCAPE PLANS FOR l` DATE DESCRIPTION � � .,, � APPROVED INITIAL DATE aJ• CGZJ I H�� O •'• >• •'' I I,I-'bb ADD CONC. NCJJ PA05 STREET CONSTRUCTION IN THIS AREA. s �"`" �A �� I ' ` lY - - Q�"' �-f�./ � .`- Co C. OWS P NKINC� WATER SEWER t f 231 , A , A � • -�- '�–t - UNTP�IN V S O ES GRD 6 DRAIN R. Co I?itK Yff-- ffy I i - 12 TRAFfIcP. —TI?NO r 6il /\�. �A \� �Y er"�-°•-1�✓r` 'r�'+ '.i. _ = FINAL CHECK RX I V V -6 ''5 Fl-' t �; t AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE �� ' RaJ lel INITIAL DATE 0 OF ., w DESIGN GROUP DRAWN 141e7 •. 1./ 4• -_ J �' '� � Y PL NKMG AND IANDSCAPt Aac"rn cTuitt CHECKED •10 7.7.Call.•O" _ wR.ONAaA•tIR[�I �'Mtd is ••�••• ��•• _ �+�ClJL1R,6 riTTle"til�TCf� ' FILE •,- c• 6•CURB PER I �'` N t Ft/+J Nft IOt'/•TbNb� ' - NAME DATE ��w •w 'STD 303 21•4 BAR W U)NG t LICENSE NUMBER\� f•B S' STEEL A OVER DRAIN ` I ` •,�' 'Vic' t46— , DtivN 1.1MIN) • /••L,1L 1 � - '}El T1�1 rf Y �^ `''� ' ! {Lt1_lJ}.l_Ll�:y -: - 1_ l'�LY/ T, j AL ::.` : , , �r � CITY OF RANCHO CUCAMONGA L vi L A J 1 w M1 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION flMfe•IM'N eaW - - - - I�HO ' s H PROJECT NAME VINTAGE PARK u••let.• as ago !TN) nwlte ee euwntee `'B t 1 4%TT ANP almoN R�tGf1 i - • /�-/� =r..0 lY-e••• •.e.w,..w».r ewwl CURB CONDITION ( . » '/��1� ��T,y � 8t�F�•rt�rIt�PgI►'��Eac t `;y':-:i�a_� af:A�,y;•r. -- I P�°S ` �'`'�`- VICTORIA VINEYARDS NORTH Jr-s' fru.Twee SHEET•ii � h1µ1 ,s- J y (� N RLa euf� ` .:' �? .° CONSTRUCTION PLAN ., " 1_\ I , �,(� "�zNr CONG,G►nf0 r �rlrL �:, • f �-- �', �sT9°`� :1 I � � �� •�.-�--•COr� elosw'l-K C1ji�H3� APPROVE[)BY: PREPARED FOR: APPROVED s 2 •rte- - b-c.6 � j. er SIdEWALK CONDITION �� -- "�'��`°""`�`'s`�d^ 'r'` MORSE CONSULTING CROUP DATE/p /9 TY SERVICES MANAGEA DATE ��^ O[ CITYENGINEER (PROFILE) �kIrJ�T�I-L PITH S�I�tt�IP Wmn sc;Pek.5 r YON APPROVED • P't4-D Tf�.A.T W FIH15NO-15FAL. 1M C4TY RM rt'T5• PY.IMYIAC4W ot�Atm PES DATE - OFFICIAL -► • � ...�• .• , _. __-.-- _ SHEET L-2 pF � 2 NO SCALL '"'"�C.14) `"a""2" 91cE wil,'LIAM LYON(oTsr tj,, BROOKS BOX AND STEEL DRAINPIPE THRU CURB DECOMPOSED GRANITE PAD /PARCOURSE C " "" 'A`A'° "T APPROVE'D' 'e•e'�et'°etw*t e OJ1TE GT Y PLANNER VOWING NCI. ruMaeo euc►ro.a.,cK.owl«.et»e 40 /7 hbTE I(�ofJ MOUt`lT�l �ol� I"1��1.. 2ao-�c 7'611 101-011 I_G11 Noir : SEE FQJ IPMEIs4T E S R , S , lSHT L -I8 5"E=v2, To CaN5T n_,AA, 5f1T. L3 ROTATIHs GRILL. Is5TPU- FES II , LEGEND: �t m�T � cF 5 IRON 1MCUNT^111 Fo19,6E PIGrJIG T^L-E 19&05 � Eol Ea , MOnEL 200-K 190T,41111TFI N5 I I I GfIRILL . INSI^\LL I 1. CONCRETE PAVING, SEE DETAIL C, SHEET L-5 oRIENT�Tiorl ot= Ti°�LES. �L� 1�IGr.IIG pP�S �v� �� - I�kJFp.G�j�f�'�j' - 2. CONCRETE EDGE AT TOT LOT, SEE DETAIL A, SHEET L-5. CITRoL.°/%LIQ JoIN-r, -EYP. MP TE ; . . ' ►�1oUnl I I I �� o CO U R t�IG111Z�J a WILL I3E 1 1 I..cr ED .IN N� �IEI.0 FoR o o MENt�rlor�lS Y __ 2 M;N. ,ry,II •, c. II ( �Q-I_ 3. REDWOOD BENCH LOCATION.SEF, EQUIPACrNT SCfiEDULE, SHEET L-10. G�ICk CITE IoR��'rs L5T `Iv HE1GHr Z�} ��OT Iol"� of P>�r1) INSTALL PE�t MANUFACTURER'S RECOriML'NDATIONS AND SPECIFICATIONS. T rIE R- CpIJ��'R�,1GT10N �� THE �N61 I 11 .. ZI T ,E SEj C6_0 % 9.TLJR� GRl:'Y I ufZ C - 5 U C M MIU' 4. CONCRETE FOOTING, 2000 PSI MINIMUM STREENGTH, COMPACT SUBGRADE s '-Y � �•' O Z-Co• ' Q Gid CRE I � TO 90% STANDARD DENSITY PRIOR TO POUR, TYPICAL ALL FOOTINGS. -o'' S'-o" RAD ^� ` • : 1,'1iN. 1'�IotOEL I,.IN51 GoN 5 -O I�rD ( . • � _�� •• � � 7 4. -_ Z' 5. 4"x4" R03 REDWOOD POSTS(4 per co ) •�' `_ w l Co R k I A rner SELECT GRADE SEE NOTES FOR . '1 -I • , }�►.! ATTACHMENT TO FOOTING. • • • ' . I I r LOW PRO F II.E TSP z5cdR 6 1L :• ... 1 I I 6. 4"x1o" ROS #1 D.F.Br.AMS NOTCH 4"x10" TO RECr.IVE 3"x8" BEAM, ATTACH o •, _ 1 _ •'•, •• 't _ _J L_ "�o �/G'}-4� M�N"T_ TO + POSTS WITH 2-7/8" dia. GALV. THRU BOLTS WITH MALLABLE i�ASHERS(2 ea.) L �} • •, ' -•�-' It�lSl DE G f'CON�J NER�(� TO 4'+x 10" BEAM. � 7. 3"x8" ROS #1 D.F. BEAMS 2 PAIR) ATTACH TO POSTS W/2-3/4" GALV. _all . ., 81-0 II• . •: 3�_ 61 IZN, -� I • . I I T �,_ ` MACHINE BOLTS WITH t+',ALLABLE WASHE3S.2 PE.t N • -, I �j11+ 7 I POST. 'MIN. - I I I quIrlK CIRET� © WOOD CONNECTIONS - FRONT VIEW 8. 3"x5" ROSil D.F. RAFTERS 0 9" O.C. ATTACH TO BEAM WITH 3/8"dia.x - ,r• ••• Fi,:*IC TALE cJ=-T 7" LONG LAG BOLTS AT EACH CROSSING,(4 per RAFTER). _� ,1'.,• - I I 1 I �� ; �� Iq�� II^ 9. 12"x12"x1/4" THICK GALV. BASE PLATE WITH 4-3/4"x12" LANG ANCHOR BOLTS WELDED TO BASE AND CAST INTO FOOTING(ONE ANCHOR PER POST • . ; N I �' I I I " WITH STANDARD HOOK). - � I _ I 1 ,�t IL 11] ,. - �G�L11 INrt" - • . S TRS M M��}} IiLb [�v� 10. GALV. ANGLE IRONS, 1/4" THICK, 4"x4"x11-1/2" HEIGHT (ONE PER POST) .,• - -- - - - f � � u � �,X 0 . • , ' I _ 8 WELDED TO TOP OF BASE ON INSIDE OF POSTS AS SHOWN ON DETAIL. 2floO N I 11. 3 4"dia. GALV. THRU BOLTS WITH MnLLABLE WASHERS TWO PER POSTS). ' }- - - _-- •, - L , iE P� To AE 15 w ioTH 15Y 2!t-lIN. I FILE ALL BOLI ENDS FLUSH WITH NUT. Lf\ I51 I t- � ��II ��XG �� 12. 4-#6 GRADE 40 STEEL VE_iTICAL REBAR EQUALLY SPACED. • LSC ` ,• I.JW m C.E �IgEY, NTIll SLo&jb WITH _ 13. 6-0 GRADE 40 STEEL REBAR TIES. FOOTING SHALL HAVE 343 TIES WITHIN • . • ~ COi�. SI--��J TO 8E IOI WicT# 'JII �-F^R ��Nth PER1t-(ETER of sLAt. > . o O - 6 FIRST 5" FROM TOP OF FOOTING. REMAINING HORIZONTAL TIES SHALL BE 12++ O.C. SPACING MAXIMUM. • `� Y 17 I.F_k T7H f'�LI- I�tcHlc Q�5 H�•� MMM GOMP�TR ti�I�url Powl�lrtl�t-I-. ' t' I�� 14. CHAMFL�R AT TOP OF ALL CONCRETE FOOTINGS ALL FOUR SIDES TYPICAL AS II u r. _ '. . . - • - . Wiz', Co4.-, W/�x6-4�` I�ITIZE.1� ANP WILL. E5E 1-a�T 5O IN THE - . f WI Jr-1 CEr4TERE ) 19 51.,5• PIEI.tb 1=oR CONS7,IJ10TION 15Y THE-: DIMENSIONED, SMOOTH TROWEL FINISH. • •�= f N FOR ExAcT L.oc^Tlot45 OF I ' ANG NEERit SUR ` GREW NOTE: " • MINIMUM CLEARANCE TPP. ON ALL STEEL REBAR. ' I 3 IP, L.A •" cZul � C1�ETE PIQ.00tJCT'S MobEL � coKT�� . JeINTf'N pIGI�IG TA13L.E 19N /4401•J^5TE GbNTP.itil�+` - N�T(J"L C-�F_� o1�lENTAT'Iot�l of T�LEs. 2. MINIMUIi 2000 PSI CONCRETE FOOTING. COLOR W LAOI,.4 BILE TOP G PEK T�°o) pL^N 1 3. STAIN FOR ARBOR STRUCTURE SHALL BE OLYMPIC SOLID BODY I B © WOOD CONNECTIONS - SIDE VIEW .-OIL BASE "RUSSET" COLOR SINGLE PICNIC TABLE PAD SCALE: 3i8" = l'-O" A DOUBLE PICNIC TABLE PAD SCALE: v4" _ 1'-0" 3 I U yz' EXQPSH 11r�P,-A - I�e+4 TI I,s�112' MOIJ(NTitJ6 HTS 5EE �1I��N•, '� _ oN I I S 30, ``� 01 10 SHT L- to 1515-E. sHT: L,-2- L.O��T I �T 7- I SND REINS �Y �Tw-�c("' 1 �'- M - _,07N►�.!�rzr o ! -I �rw rl►�N� your!-- olli-IN t�rc� M EQ 4 14 3Y,15- 13 x5 O TP,I N - S1, F'L.� �- LGY-�-•Tf o I i2 To eE A, MIN. OF Z" -1 IO CSU ICK c S Mot�l- �� W�sT� , I coN N ER W LOW I�I�I L-� TOP - NIA,1-U 1�- pP�L.Ot�J GONG. �I �ycoLoR. A\TTAcH Tof To �5T7 CHAMFER N.T.S. DONT N ER W,/GF•iP•l NfiOv NTED To I NSI D� ,�, ,L 4 = 11 d o �'v, :cJ. ' of cotilTP•INEFZ ISR CMIc�- G�1t'- Mdt� \\wc\ � 4 _ � . i • • IV 7-W -1-1°'(1 • (TY;?) S� Ec JI PIYIEr1 �� C \�,( 9 : �- N 4' .J • MULE, SHT. -10. 0 = ^ p� 2 >y16 SU_MI"_ _T Ti'�E f �"I N 0 , 2' �- Tc7 Gio TO��T IN GoNc.N • �--1-I614T f�T �LY rLAN T I O1�I • Gott I°�-T`(r �L IC- J 4, ot- • Two c;RNT�►L- 5 WALK DRAIN NO SCALE G No T� = � : - • • �� Phi"/��^M ��+ seF, cc�t5T. PLAN Fo1q EST �T e��I �T� 11 - - o •�-C{r N r R bl K� Ti rt>S E'�,P-� IGIt'L.o�'S'' L��T10I�s oP cotes F�D`� R`R + / IN C�1C. 2170-7-c �ItSE for Cts IIVsT.�LL I_ LL� , ASN Cb�IT?+I>J E IqS, (� /'tf'`E. 10 _ - , �e M,.Nu�cTul�E,�'g u&A + I l No I-O 12py 5'-2" � rtENG"j2oNS. CbI�JR: ofzk PMNKAr!61 SUN�•1N. (SHEET L-#2 C�/5I��P� P�''P.�� pL�� = I I�G7N 8 J GOFI G• t�lA -k SEE - Co�F p l.�N �'`Cl G cbrlsT I�L.�I r-cR ExcT �'o" i� .. e•a N . Cath 1=16L�.-900 .G l nip �� :. ....... . 1 I2" 5�E dI�INKIN� U T b�TAll THIS S - - - ,oma SE 0 N AI N , - ' 5 H ET SCALE: 1 8" = 1'- " I I �L��TI cIN I 0 F'Lfi•tJ _ ! 44 FOUNTAIN WASTE CONTAINER PADS D 4 o GONC' 81K� _ LIGHTING/DRINKING / - RACK IA o. 5EE : •Q III O •. Q 7 8 7 : +i :+' : - LP+ND� E GbNST:. 12 : FL,-+J, 5H T L-2 = N : FoR LOCATION. C 40,5L,^,D 4 FQ7T1+ 5 12 Sa. , a s ......... P� SOILS RET-�PQT irEC.OMMl_t4 13 :; : : :: :.• t�TiC7NS -I"IINIMUM DITtENSIoNS SHOWN. s = BIKE RACK NO SCALE H :::. �- 4 aLrlr _ -cp^e- We ` ----•--- --- I SECTION I R E V I S I O N S FOR CITY USE ONLY rtu"vocr<o its-I `T ✓IM'xt1M�b _ --� '� r r 1 DATE DESCRIPTIQN APPROVED INITIAL DATE 4 tl"p I VG itl5 bCTC1�J I"8 REGIS t� STREET i ��FI!'rcT Lr I O I /.. .. .. 1•R xr�s vtv� I I =�- J E O E L- V- ftw As efcsld_ I 1 1 ( wiiwi:' WATER SEWER !!;}'.' ' :`i !117r Q{•alb'C�Q 11' �' 'xGrL' -._/ 1 �- J 8 DRAIN v :'' 1 aw+ tx r�wa•tt 1 0. C_ .� -ter--- 8 IQ+ :. .: �, G>•LYbs. I I r n►bl 6+4Gi -G d`w� or-IV �T � I I 12 TRAFFIC ww��:�• . y Cilr aLCr� I I ( I ?::::•: - FINAL CHECK % LJLJL:! ''': :;:::.;f AS CONST SUMP DETAIL '"'°'� ,01 - FRONT ELEVATION 1 3 4 4 ' PLAN VIEW rw. morrm 1 4 3 SIDE ELEVATION 3� II 1 11 ......•. THESE PLANS WERE PREPARED BY. FOR PRIVATE USE DRINKING FOUNTAIN `"� TYPICAL DETAIL 3/�I�=I i-o„ g - I - � �, 18 INITIAL DATE G OU MAN � DESIGN GROUP DRAWN � e� 6,e,,n,;,La-AL ft-- exsNe r:Rfft6 Fv+r�s NCRETE FOOTING 1�:1 t-O" , �''�NNM AND ��n�ncn��c�► CHECKED NAME .w .nne wuuw■aams"° UA l t wn-m' * 111557 T}4EYIRq �SoIAO FL7tR LICENSE NUMBER FILE L � WOOD OVERHEAD ARBOR SCALE AS SHOWN a' x gIAE Toy CITY OF RANCHO CUCAMONGA MIN..Zqb COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION 2 , P g I_ P uI w MT WnH f ole wvft Gf2t. PROJECT NAME KENY N PARK PREPARED BY: PREPARED FR: VICTORIA VINEYARDS NORTH SHEET TITLE ' CONSTRUCTION DETAILS - CrkFcf"Tc,-XCn-lN 200-L5 MORSE CONSULTING GROUP APPROVED APPROVED J SECTION t� �� +ST• PLANNING •ENGINEERING LANDSCAPE ARCHITECTURE LYON 7'" . GRAVEL DRAINAGE PIT 4860 IRVINE BOULEVARD, SUITE #1201 CMTE J clilfilt C Y SERVICES MANAt4ER DATE CITY ENGINEER IRVINE. CALIFORNIA 92714-1299 J&- VULLIAM LYON rrni1w,,oe f APPR V r SHEET L-3 OF 12 C (714) 730.7117l DATE J DING OFFICIAL DRINKING FOUNTAIN / TOT LOT GRAVEL DRAINAGE PIT ' NO SCALE E x640 ARCtGA. C SUITE I APPROVE ORAWINGW. • RANCHO CUCAMONGA, CALtFORN1A 9170 DATE / , CITY PLANNER T THo IMP INE Lto�.�n (1545) TF�.T .Y2- C�.-TS r r - RK NP1vIE SL18JfG o 15Y Tt4c12BC4:;ZF^TI0H > G4MNt 15StoN k THEE CIT\( �oLNGI V I :g I' GHAMFr!R (om` TYP) ��`T TCS �E �ILr+g�lO H A�br LoCAT I N tt =1Lr.r1 E W eELoW 011+ '- �G•'Y�•'i� Fo►R SUIgf=�C E TEXT. 4 J E.F,�,D,I'1�A.r•1J �t _ cc W/tom K E N�Y O N P A K � t' I P �/ /� M ' ��f'� �'✓��'�'� I ITY OF RANCHO CU AMONGA 4 _ f?EGE9 t� COIF f� �1ER CSL. SIJRF�CE hV T• 4 t �T ECJ W KI Q4 WALLS , ONLY) To �E 1�AINTE�^i To M�f-I PARt� s16hI �-- -- - - - -t4 Il^,'T'TER ^T THE e^"r_ A"6L.E As SHE E NIBS OF THE FRONT WAIL � r�" � N LETTEI9�• � L_e v^7 I CJ ^LL � � � e� ��g ¢ I 3 11 3 E T SIR ��E1� I �— I DEEP iq"NT r`l•1. 5` t� �lJteF7`cts Ii' i`,MER ' rs x G x /� x 3N ISd- T E to / 5MIZRA GREEN *IT4 tTbIJE 6� 135 I'�5 ..O t3oLLAK�. .�Lteri I�/ sAI`'1E 51zE EYE�-T TH�EO IHTo RwHEAIv SHIELO IN cx*c'. COLI�R, TExT . Ev 5dRr-ACE F?&.--E � W^LL 04LY,r,� sN0WH. Y0 T- LoCfS 1o�to PEO 6Y CITY I`cTF,.' �`�enL� It LoctK 56N VI^LL FINI9N Gpq^ E ' " Cork: 11-4AL. 14" \ —� To Me AL.;E OP !VOLL"4'� I N LjW k1T1-I• ` � ME --t[bLt11RETH-.NC LCT'TtflS (�'1'ftC�/e�,L)W . TYI° �� mNN FLow of TI4AFI~Ic, G#�X44 No1E: 1 I a � 1(5URF=Z TEXTURE To DE ^ D"R0V1M2 oe ,� 8. �Y t rv�e r�rIITEcT S-O� t Q' d' A.C. f°A 1�tE1�T' I • • •I 2-04eIa"c, *FORA LINER Th a�MrLj' WCITy 0f t =cq^r7 4� N RANCHv CLICAr ,ob,\COMt11L1NIT'r oftt1w.TE�r� X11 cLR �Ievlces car III 6 I T� ��► 2-*4 STK #516M LIETTEI" To M HELVETICA 60LI0 NOTE` N $ ' 8"IX 811 5q. MErnL SL.EE�IE. ^L1.o�J MIN. FLAI4 VIEW / ErGtI 1Wo`(� II - oNr 0 FRc A 15I 5I F eECTION� EV TION OF ENIFYoR •+a I� f"6 CL.EAq�ICE oN ALL sims terkjeeN 3- 4 fiQtiz, II -II MONUMENT. _ � . vl�wl t.i�s. E T• IbST f4J0 SI..l=E�/E 3 c�7t *,ALL t'�e'OroIttNS 5HoWW " sieN WALL is QER '*ALL til geloft ^Mr- �199Ro)C1MAT�. " 5T9LICTUR�L E?4 Ne1rR. KEFeR Tb CoRRe5PdJUN6 O*-L . CoNTl4<*cToR To I°RbNAoe slip q 5 TION A * ^LL SI&4kcE SURF�'E (ExCEPT a�E W" IN #r-� �'4 I�� 4/-j�N Ler,�s ��o mss, L>rTimlm t Texn.l o INS ALl-EV 41-CII SU+�V=�°cE mxruRe To t�cH CoNChlrt.L� S�IALI, 5E 'PAIN70 l.1/ X11 81 � X11 �EEAlQf�t�JCE: lSEl�E g EENTT}-IEM IN THE bI�CTI� r.11Nol�Wg I9�t< 1�oNur,^En;T sle�N, TE �,�'G'�' I 0 N pF TI�AI=FIC. %�1"1ER ITpN EI G BEIGE 1#288E I REMOVABLE BOLLARD NO SCALE- A MONUMENT SIGN - SECTION/ELEVATION NO SCALE B MONUMENT SIGN - PLAN VIEW NO SCALE (Cd NOTE: 1 I�IvFAC Tib TREK S RE _OMM�IJDED MI IJI M U M •�G� �-!`1=- T L' 2 z`N 41 X to GONG TIM ALLOW A MINIMUM OF 8'-0" BETWEEN ALL (=ALL AREA BoU1NDgR-( BLIND IRON }�D TOT LOT PLAY EQUIPMENT AND THE MOUN-VA,, l rO�E rLA`( 5TRUCTJRES 2• F �C' • �"'�''� 'ADJACENT CONCRETE SIDEWALKS AND Ftr -�' 1/J4�►l-I� \ CONCRETE MOW STRIP. r. �� j �,'2, e- I �!z- �> 99.10 1. (IRON NOUN TAI N Fof?F 'KID BUIL-rMSi r-Vnn ED -- I N5TALLA 10o SIR �✓� �LEMENT�Y f LAT STRLIGTt)RE . INST�l-l- PER "c'� ,' oTH�� zrtu� aL1T ' 1`�N�F�TLIR�R� FCoMMENL�°TIoNS. o .. eRo.VEL FIT 6JM P E)RP'dN LG:�:ATE ALL �20 � AJA5flsnJER � e-&V"it� S Ak�Y FPOM fl �.Y ST'RL1CT dRE -3c P MC N - BANNISOT L-3. SEE Prt�1T .1l STER �UIP`'IEN T 4 Fob-p NGSTOT SWING W1. (Z TaTAL) �.,HT L_ l3, S T. L- / SLIDE \ 13'3 BEAM ZF �f S / CLATTER 1 - - I MOI�NTIRE TAIN • • PA, 6TfP s froviMe. MUDGE 1 SWING - ,�, IIID (BUIL C2-cJ MObIF►ED C ca+�C. I - �' Q ° - — ti� T T f LA�` T WIGTUR�� -� r 1 CHALLENGE I � LIP, I I '�� IH�TAI_L. ISG !.�IP.N I ARCH LADDER i J' I I / CUMBER I [[[I 11 DOUBLE 1 L_ SAFELY SLIDE ` _ `! IMIDE WAVE / 9L RAIL REDWOOD JBALANCE / ZF 9 RING • BEAMrt' s��7v y"sp I il.� G31 Pi.ACr T• TREK 1 'l`' / 1 - — F .f9 FenPG _ I SAFETY TUr-F ' x>5Pw'N& %IDFPxxo SU IN RAIL TOTI \/ t.J / p• . 1 1 �' / /gyp Quantity Nodel No. lesertption l + `�Y 1s I ^ "� I I 9 73-02-1-01 ' 10'4 Tot post w/cap—steel ' S 73-03-1-N 13'3 Standard post w/cap--steel �� I 7 � •u� / /^Lp��J�l OI N �� I`� q . •� - 1 73-]b-1-N Square tinyl clad steel deck °'� I 5cv 17 C- /2 WITH K^P'1.1`� PT -no posts O 7 73-18-1-N Triangular vinyl clad steel deck--no posts / - • 1 74-01-1-N Tire swing w/bear free standing--no posts l��u - i 1 75-04-1-N 11' Double wave slide for 64 deck--1 rail assembly I*--75-40-1-N Three bannister slide for 48 deck-2 loops �J A%.%- • 1 75-41-1-N Sliding pole for 48/64 deck -t loop — _ • / 1 76-11-1-N\ Arch climber for 32-48 deck - 2 loops 1 77-01-1-N 12' Challenge ladder - no posts - • 1 77-02-1-N 12' Ring trek - no posts ,! _ �� pQ�1l_�_ �_ RESTROOM PAVING LAYOUT 1 78-06-1-N 12' Clatter (ridge-vinyl clad steel rL w`;� r' ' �--ySCALE: 1��:1 s��'� E 2 79-15-1-0 Eight bar safety tail \ �'y p ��X \ k/TL,a F= �'7�'' '�T I�10T� NOTES �� t,1^7LJ'R^L STF4rTJFLE5 _ / / E- �'�JC�►INEEaING GR,�I hls FOP- R E V I S 1 O N S FOR CITY USE ONLY 5&2_ 2- j �/ p > �-•G IN *cy1` LinT A A , DATE DESCRIPTION APPROVED INITIAL DATE 1. ALL DECK HEIGHTS ARE FROM GROUND LEVEL. L,�.T� Fc)f2-M2 TO-PAL) 2. POST ARE INDICATED AS FOLLOWS: �� i' • ` �g�' / � Quantity Model No. lescriptios STREET • i V- / 6 73-02-1-N 101 Tot post w/c --stWATER SEWER SHORT POST (6' 7 ") = S \�/ / e 73-03-1-N 131 Standard postpeel w/tap--steel GRO fi DRAIN TOT POST (10' 4") = T , 3 73-16-1-N $"are vinyl clad steel deck-no posts 1 74-02-1-N TQ/FRO swing beat for an TRAFFIC • • � . g y two swings--no isstf FINAL CHECK ALL UNMARKED. POSTS ARE STANDARD (13' 3") � �/,� 3 14-o4-1-w Tot swing :eat w/rinyl clad chain POSTS. 1 75-02-1-w I• louble slide for 48 deck-I rail assesbly R W 3. IF THIS PLAYSITE MAY 13E EXPANDED AT A LATER 1 75-30-1-N Tunnel slide for 32/36 deck AS CONST 1 75-40-1-N Three bannister slide for 48 deck-2 loops THROUGHOUT. TIME, STANDARD POSTS ARE RECOMMENDED - � � _ __ _ _ � � 1 16-02-1-N Two rung ladder to a 36 deck - 2 loops 2 76-06-1-w vinyl clad stairs to 36 deck THESE PLANS WERE PREPARED BY' 4. FALL ABSORBING GROUND COVER IS STRONGLY 1 76-13-1-N Curly climber to 48 deck FOR PRIVATE USE RECOMMENDED UNDER AND AROUND ALL PLAYr-------1 / 1 78-06-1A 12' Clatter bridge-vinyl clad steel RJM INITIAL DATE _1 EQUIPMENT. 12" MIN, DEPTH SAND USED IN THIS AREA. I I I 1 78-04-1-N 2 Section redwood balance beam w/posts /o ---------1 1 79-15-1-N Eight bar safety rail DRAWN //•7/a7 5. ALL POSTS ARE ON 4' CENTERS, EXCEPT OVERHEAD '. � � DESIGN GROUP PT EVENTS, ,BRIDGES AND SWINGS, WHICH HAVE POSTS TOT LOT SAND SPECIFICATIONS ;, PLANNING AND LAWDSCAPE ARCHTCECrUn CHECKED JS M•ININ[I10"l.[w.11R lI1fYE 2p iRVI "ff n10tA-]Stt ON 12' 5" CENTERS. DIMENSIONS AND NAME 45TtY " SPECIFICATIONS FOR ALL COMPONENTS CAN BE 77_LG�T FR�JDUGry MODAL. 25 RCI- ALL SAND TO EC WASHED PLASTER SAND. SAND MUST LICENSE NUMBER FILE FOUND IN BOTH THE KID-BUILDERS CATALOG AND L-A, 5 CONFORM To SECTION 200-1.5 OF STANDARD SPECI- CITY OF RANCHO CUCAMONGA ASSEMBLY INSTRUCTIONS. IN THE EVENT OF - ShIINCc, 11`STALL- 1cEIQ �tL�Ff'•Grl)Ri:IQIS FCIJMMEI�' FICATIONS FOR PUBLIC WORKS CONSTRUCTION. CONFLICT, THE ASSEMBLY INSTRUCTIONS SHALL 1iaNS. La'�TE criT�R TR4DI I cENTr✓IIroI>\1T, COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION TAKE PRECEDENCE. PROJECT NAME 6. THE MINIMUM RECOMMENDED FALL ZONE AROUND PREPARED FOR. KENYON PARK THE ENTIRE PLAYSTRUCTURE IS 8'. THIS ZONE A C-c,kc, TOT Lo CrX� E . PREPARED BY: VICTORIA VINEYARDS NORTH MUST BE FREE OF ALL TRIPPING OR COLLISION SHEET TITLE HAZARDS .E.MATERIAL, (ETC.)T REE A MINIMOUM� CKSOF O12' FALLORDER ZONE LS CONSTRUCTION DETAILS - MUST BE PRESENT IN EACH DIRECTION FROM ANY MORSE CONSULTING GROUP APPROVED _ - APPROVED SWING BEAM ALONG THE SWING PATH. FV V7W PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON - J. 4860 IRVINE BOULEVARD, SUITE 1M201 / DATE/O CONY SERVICES MANAGERS DATE CITY ENGINEER (Dj IRVINE. CALIFORNIA 92714-12% 1JfI16WILLIAM'( LYON rrmleajoe APPR V SHEET M1L-4 OF 12 TOT LOT/PLAY EQUIPMENT LAYOUT SCALE 1 i s = r—oIRVINE (714) 730.1 117 PALM DESERT ,f DATE BUILDING OFFICIAL 8540 ARCHroAlO lUtTEAPPROVED X1194-� RANCHO CUCAMONGA• CALIFORNIA 9170 fNO — DATE,: .1, .' CITY PLANNER DRAWING , (� 0,x/7 !o•CURB PER 570. 303 Z) s4 BAR 2A'LDNC • sx5� STEEL A OVER DRAIN THRU C0t�TE AND w�G H :' ' DRAIN Z'(MIN) '�aW E L' �=i'NtSNilArli� 3-d` W l t7� _ 3. �*s• STEEL THRU NZ �, tl C COW-,. WAL k t*HINV w/M�M NO.2424 CAST IRON , ::, RiAIN _TE R (f�F�� ] PARKWAY GRATE L 5" 1 I��r--IL 0 e� p*PA4 Atilt Cd M `� INT.-uo+► •' '<2614 L.B I�r _ 'L:A', ' •' �1N1a,H. TAW�LEt7 lD cel C-,�c/1C1RF f :w SEC-nON A-,A r t 1bo[.>n rAvi t1S i 1" TccLe r )i TcnLffi� 14AI�I de `� F- �:�``�� CURS CONDITION PR°BILE Gt�1,1C'. IgEI t�rQorlC '�FZ ... 4' S DF-WALK �1 t��-� C�^De 5TRl1C �L. T�t L /� I 3■S' STEEL THRU PER STD. 310 WR�'Q orlE SIDE �► II ��:.: ;�� 26 w• ` DRAIN Nth '- tau •TIJ!4c I Z' WHIN. _ COVER wr BE PRMEI T 4� NO.2424 SOOT PAINTED OR GALVANIZED 1 _ Vii V L �II WT.- 24' 30" AS REO. �r , . •, ' INT.-PER 12'-606* �. I I I - . - `J A • 2424-10II FRAME (OPTIONAL) •o� a, _ ` - i � III. _ \ ��, M IIIA II III�III�I I �IIII III I coMF7°,cTEc � a o : . o I III SIDEWALK coNDITlON � /q• 5 �6 u 23 (PROFILE) TO 90 9° • . N' - �.'o. COM PPG --O St ZC_,R► E STD 1 .J�51T�f 3 �G� 0.C. MAX. G�oL� A4t� S C Y T12 u TUR^L 2. _ I I .'.t ; ; 111JE ItJC� �Y orNEieS. 3 CONT. • I A!-l••- I�Eb�R 5NA11- tib` •'.. . Z11 MIN. C1.E Lc�TIoNs of �x�5 �' iii N�'I -T TOOLE0 doIr1T � B FRAME .�� CONC. EDGE @ TOT LOT SCALE: 1' _ T-o•. p► BROOKS BOX W/GRATE & DRAINPIPE THRU CURB NO SCALE B CONC. PAVING SECTION NO SCALE C NoT - : I✓X�5 ion Joi Nis To CSUR " c A -t- CN�N6ES OF VI R�cTIoN • N �I GENERAL CONSTRUCTION NOTES 6� I. Fft e_M 7- A l2" pEF-p TooL� JOWT e Io -o 0-0.� MT G,THI5 SF+T 2,fT,o\, F_ AN E cxf isiotsl cA01WT 09 15ol .C. 'S. L .h1tJTIN6 0 �C�ND ISM ( D��T-�� SUS ��I�TS• 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR coNTll/TooLEto�lol�IT�.T s10•C', I`'i��C, T TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY •�I CO��G VT.� f i�� (LIN LESS THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. _ W_ \ 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. NATUI�" C�NGI �� 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. - MoL��C �xp�NSioN ��Iri ;, Nc,_� �� [��R�:,ToN ;�GH•T THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. 5I�.LER , I TO OCC LIQ t�T ��`' i?NI�-� �� i;�rCI� 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED 9D' T i �L"�E Of= WAL,#4 TI I=I I a III T-��-_ 3�^q AND APPROVED BY THE COMMUNITY SERVICES 4�P.PR IOR TO POURING. 7 (CONTRACTOR SHALL NOTIFY COMMUNITY,SERVICES A MINIMUM OF II '11 � I II ___•SII - • Q �-. I - 48 HOURS PRIOR TO THE INSPECTION.) T1�o 1-.l �L �S�N b ,�•T��p•LQL�1 e a.. 4 CIONT: r5 TOOLED rXr `�''�� ' '� S. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED To ln7 ON THE IRRIGATION PLANS PRIOR TO PAVING. JoINTG, T`fPt-[`r M�e1U M ��ooM �rJ�SN 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. 114 Op- At�eLE TO t�II�5GT1ON C� NiL�t�JSTI�I� �F, PMUI WH�VEfZ jLJ�LIcL.Y 1''iNI 4T&tNEn 1=I c- 5` NMO - bE,.� l ►-5 A '�r�5 � NT Io I\h �L_ N�I(`4-1•& I• F0 �. 7• ALL MOWSTAIPS SHALL BE CONSTRUCTED NV A CURVILINEAR MANNER W/ SMOOTH Fll�l C� �� ISR Y r` i`4 GRADUAL CURVES v' I �tCCC� 8. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 90° ANGLE, UNLESS SPECIFICALLY SHOWN DIFFERENTLY. TYPICAL CONCRETE WALK NO SCALE D CONC. MOWSTRIP SCALE: 1-1/2" _ T-o' E 9. STAKING OF ALL MEANDERING WALKS SHALL BE APPROVED IN THE FIELD • +- Z_ WI✓E _ l.�lr'L^ L,jf AND ADJUSTEDAS NECESSARY TO MEET FILED CONDITIONS BY THE PUBLIC �kP cbINT WNOR W�11� WORKS INSPECTOR, DEPARTMENT OF COMMUNITY SERVICES i� LcdG r-Wr-jII,jM F1�YER5 cjOIN� E 1 �%URT St- REPRESENTATIVE, AND LANDSCAPE ARCHITECT PRIOR TO �iGN- INst�LL I�E15 M�-tJUF L%MIT OF 50� 54 a-,( IIF CONSTRUCTION. * I. CN,,4HUrAK FErIC� RFCcr"MEI�nTC�Is.SE,E 1P ---- pl=-T F!_At4 �� LIST; BHT. L--lO In mT. JoWr a �' S"mw) # -3231--N-3-1 10. REFER TO CIVIL ENGINEERS GRADING PLANS FOR CONSTRUCTION OF THE E i AI v� �� c*m fJvf:c')GN PARKING LOT PAVING, SUBSURFACE DRAINAGE, UTILITIES AND LAYOUT OF ALL -o' Z Fake F-CPV-', It �; moi_ „ �5E1.INe twF_ (Tyn- CAL #3Z'.'1-^I WALKS. AND PICNIC TABLE PADS. LME5H 11. COORDINATE WALK AND TRAIL CONNECTIONS TO ENSURE A SMOOTH 57tE �F1rlISFI (G'� ' r - I� T�4CcT1✓r^ Mlp �E ,.�K R"� �'� 'Z tcLC5, TRANSITION BETWEEN TRAILS AND PARK CONSTRUCTION. 12. REFER TO VICTORIA VINEYARDS NORTH - STREETSCAPE LANDSCAPE PLANS ` AND TRAILS INFRASTRUCTURE LANDSCAPE PLANS FOR CONSTRUCTION OF rIG COI.�R S�.� 1`�ATC1-t 'PLAT GN' COL.Cf� A5 NLJF,�=_ AREAS ADJACENT TO THE PARK. lUr 12 W'CE CONC. Mr_s.`El�c \ 1JESTL- �FEi:V"LTYCG', 13. SECURITY LIGHTS SHOWN FOR LOCATION ONLY - DEVELOPER TO PROVIDE �I ,IMiL11C Tc G`T/1I L. E; 444 E. WAS+II N�TcN �• ELECTRICAL ENGINEERING. � • �•�` _ _ C.G'[�- g Los �,�E!..E S , CA 'O -K �/ �� 2A tZl3) �I- 3171 14. REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS �JL� G'-o� rr�Nt'D b�CKSTaP 'C )t •E� [ ( ` FOR WOOD ARBOR AND SIGN WALL CONSTRUCTION. • 51-p"1,11t7F GZ'T`1C I.j4lX lib OF Cy`CK�ZtiP-I9`Tr S��-�11L1-I/d?5*IZIa (�L Irk ALs�NMENT \ f9-,TTI=r- WILLI f4 153G-►':-8131 15. CONTRACTOR TO COORDINATE WITH R E V I S 1 O N S FOR CITY USE ONLY EE CorMT 1 LnN, SNI. L-Q IN5T,^J_L. PER CURRENT of U�CK�IcP ^� i� L'2�La�LE 5KE1 l.L Lt'CKSTop T TELEPHONE COMPANY FOR - DATE DESCRIPTION APPROVED INITIAL DATE SOILS REFORT4 t"-:4IJr,�,CTUf`'�'J REC0r-1 F_N0,TIC*M- TJ RF-�4M F6. DaCICK DUS o \ r -C° 1,it�E �� . '..IAL`` v FGL%=� It'i6'.7�°�TIOt� h F6. OR AIFOt/L✓ FQUAL. F INSTALLATION OF STUB-OUT FOR I I STREET bC�iA►�IofJ c101N L�t�bED t`IoTE E OF ��G=i�"1:_ 6-C+C5ro!- 15+ L, RF,' 1`1EDILlM .Df�M ; T TELEPHONE LINE SERVICE AT WATER sEwER �- & DRAIN �• FIN15ti 1.V QDNTRoI/Tct�LEC> �IOINTS C 81-0''0�'. pl•,.,CE -� y.a� " � ' til ° � ,� �C.Co J�� >� P.EONCRETE STROOM BUILDING. G ADJACENT TO TRAFFIC SEE 6 cI`<5T0P L�� BELGbQ , rwc 3" 15EHIrb race of I.rtK y it �-� C�JNC�(ETv �•y CoX(y-G/o FINAL CHECK C N'fFRSJ ;N 5L�, HROLJG4-I- �-.. �8 AS • _ �a 16. CONTRACTOR TO COORDINATE ALL AscorvsT UTILITY INSTALLATION FOR THE s-o' � �� Z (phJg 'r L-2 RESTROOM BUILDING WITH OTHER . uFrcr_e�q'� x- Nvs�� ssE NOTE ' `I � T• �p'�I � � CONSTRUCTION OF PARK ELEMENTS. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 0 V � v� �� ' INITIAL DATE s I sa' Ijrt;-, E'QL FT-1 F to r moi}-{RPL LZo F��. r-:, C,1} 17. ALL UTILITY CABINETS ARE TO BE PAINTED TO DESIGN GROUP DRAWN M /%•� a-7 Q tjODEL. I"tAdJI.I�• - ��JG , /-��*(� -►P�L.(�. MATCH INTERIOR WALL COLOR PER SECTION CHECKED � ANCHOR T f°al". ,� PLANNING AND LANDSCAPE ARCHTfECTURs JS ,C DIA..12 E£P HS�IYI� (p0ST' S}}/�IQQui1�T 86-2-16 "PAINTING" IN THE "GREEN BOOK" NAME '�'�� ' ��`�`�' ""'"`U•'="'"" DATE 'o LICENSE NUMBER FILE HARDCOURT LAYOUT NO SCALE 18, ALL UTILITY WORK TO BE COORDINATED WITH CITY OF RANCHO C AM ��, , • UC ONGA LOCAL UTCLITY COMPANIES I.E. CCWD GTE, SCE, ETC COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION AND INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL ORDINANCES. PROJECT NAME KENYON PARK PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS NORTH ARCH CND FMTIN61 V-e DIA. -*-O'OCEP SHEETTITLE z CONSTRUCTION DETAILS MORSE CONSULTING GROUP APPROVED - \ - ' APPROVED FF V-W PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON �.=r ''� �'' z-''�• A 4860 IRVINE BOULEVARD, SUITE #201 / DATE C COMMUMTY S CES MANAGER DATE - . CITY ENGINEER IRVINE. CALIFORNIA 927)4-1299 �j[� V�'ILLIAn� LYON rrnVean?� APPR V T(714) 730.7117 DATE --5 OF 1 2 I GBUILDMJG OFFICIAL SHEET L / Q SOFTBALL DUGOUT/BACKSTOP LAYOUT NO SCALE F RANCHOa540 CUCA O GACITYCA WORNIIA 917 0 APPROVED _ ORAWINGNO( //� DATE � r -'-• ' TY PLANNER o141l WATER METER PRMID D SYDEVELOPER FOR ROVIOD BY DEVELOPER FOR PVTASLE IM%nM 12 BLDG. P ARK_ T + - _ _ L-AN.E _ , - + [A' " BACKF EVENTION- Y (DOMESTIC) SYSTEM DESIGN CRITERIA = ,� � ® I y—y-- ___ + • HYDRAULIC GRADIENT- 1650 NA1ER METER ELEV — 1404 "S" -- -- --- CONTROLLER •7 ,, ' � kl �► d ,y '�° IyL1 �, I" ' 211 1�_ �'ih lll� `'� �- n • SYSTEM DESIGN IS BASED ON (06 P.S.I.USING 151 G,P.IiA. a ® --- a SYSTEMS OPERATIONAL CAPABILITIES ' ' © • CAPABLE OF DELIVERING 2 INCH OF WATER WITHIN 60 H.P.W. BASED ON 21 PRECIP.PER WEEK WITHIN 8•l HOURS PER DAY. HOURS PER WEEK. - PRESSURE DATA WAS OBTAINED FROM CUCAMONGA COUNTY -.{2�— I( I I I�, 2"BACKFLOW PREVENTION NATER DISTRICT BY CARLOS FIMBRES STAT. TYPE OF GALLONS SO.FOOT PREC�. OPERATION 42 T3 2 ASSEMBLY ( IRRIGATION) NO. PLANTING PER MIN. COVERAGE PER MIN. TIMEAINK. I I�� II�1 I�w II IIIc _ ON 11. 2. 88 .WHOSE PHONE NUMBER IS (714) 987-2591 1 T gI 0 OD 5.0 D u _ ___--.--- • CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF 2 g &5 p 0�3 1 .O T I _ . DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY S 3 ��2 �' I �, f!I ' FS 3 5►� . O - OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN n TA �I �j • - 1 I ,,I CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. 4 1 42 10/400 o0i 5.O IMI ,� _ - n l "! �J u \ I �`G ELEVATION @ BACKFLOW UNIT 1403 5 '(LId" �I'� Phi 00i 1.O 2 - 6 hhr u b 25 ��Zcao 0�3 O `I� �I �I I � I � � �!'- I� ELEVATION @HIGHEST HEAD ±1409 • I � I I in �\Ik n It III I _ M 7 q u i- o �,400 o0 i 5.0 .O II 44 S4 © f �IT ' � ' SIA 9 lux' 5111 1,44,0 . 001 .O Ir 1► II 10 AUX{- 4r7 lO hbo . 001 O \ L) Tt� 0 OGiO . 001 O 12 fUr 10 4,140 • oo1 G✓-0 GID T6 \ d r� 1 I' �'+ Ihil '�` Q/ 13 f l 10 y,700 . 001 0 �tI v�1 , I oh y4 0 14 i)Kr 1.b 55 41140 . 033 .O 190• 111 a, Ik1 - 0 1s ur 05- Il 0&0 .001 5.0 16 hhXU,b 10 3,580 0�'� .O M • �, a �tll - \ 17 (U+' 10 -7,410 ODS .0 yep LI �21 — 18 '(W' 'rJr SyJI� M l4 a _ a, a 19 T '�} tl 000 Lk 20 fJI r as Ir ,`, 1� 21 6�b2D 5�o T7 - PAR S8 fi ( II21 I 23 a' lie 22 IT I 1 • A I �' i `r t 24 4101 25 Q p � •r rr 'ID T V � � �� I � • a. � a� 26 AUTOMATIC CONTROL L F.R C, T , '� ® a 1 R 2, 27 24 STATIONS �' ® 28 � ` ItiN �J - � 1~ 29 INDEPENDENT 115V/60CYG2 AMP ELECTRIC CIRCUIT TO � � BE PROVIDED BY DEVELOPER / I 30 ® �' �� ARBOR PLANTER (TYP) 31 XACT LOCATION TO BE DETERMINED IN THE FIELD. �/ � ~- INSTALLF.D IN PLUMBING A I R � SCALES I"= 101 NOTE 32 CONTROLLER "C" NOT TO BE RUN 0 T9 �7I S 6 - II • II � . 11 M Y ` 33 SIMULTANEOUSLY WITH CONTROLLERS /be of 11 ' P I�2 I s34 S 8 T. �1 % t I" ` 35 \ IL�._�_1 , ® ,ter • (, 36 MAX TOTAL S9 G ® G.M. g 11 J TIME !71 Cd °�� u S10 gas0Ir 1 l r 1w � , � • 1 o S11 x _ V �' /111 _ - - ` v�� GENERAL NOTES I I � ® �•9' )�� 212 I� I � _ � I SIB � 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT, I r� eft I�I � _ � 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY LOCATION OF SPNKLR HDS ARE TI-E RESPONSIBILITY OF THE INSTALLING 12� \ 10 S I2 �'J \ - EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. r IIIA nIl ® I SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ALLTIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. � © Il • i t N WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. L-7 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. /I,tL I 0 T11 1 1 Cl 14 \ III2 7011 r� • 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND I11 4 3. FOR SYMBOL DESIGNATION,SEE LEGEND SHEET NO. L-7 VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE • I \'� / AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD /Lv0 Iu 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT I A I ® 1 S I \ BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO I� 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- G2. I(,1 ;r WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES10 ADJUST- MENTS REQUIRED. 2' bs• p 2 ! . !\,\ 9 S16 O� z 2 127* S 14 56 �i 10 SI7 ® O Ila, ►� � I h. Z KEY MAP „� r 441 C =. SCAL 1 40' ALI R E V I S I O N S ' 1 i • ' - FOR CITY USE ONLY ( p IZM M i ";"� DATE DESCRIPTION APPROVED INITIAL DATE S1�/ �y,) 2 ® I �' ti' - -S� STREET % �1 . • I� / _ I 2 G-EN E RAI- I RRI (� 12 / WATER SEWER I�f I ' ,I 1 + I�ILOYV GAO i DRAIN TRAFFIC _/ Ir 1 I 1YdF i= Ih� 6 I�1 FINAL CHECK Ijtir � f M I I I '= RW I I I� �►7 b I : AS CONST. 41 J 1 II A I _ �,p I b E i I r •. a �. .>r r ` 6 a� y THESE PLANS WERE PREPARED BY: FOR PRIVATE USE Y� 1 ' I �' ► I ti I II l- n u O - _ RJM INITIAL DATE ORA � DESIGN GROUP WN - '- PUM"MG ANS IAND6GR AfCRT1ECTl1f>< nn .' r wA re tllYAw.ea KO M MM CHECKEDAIC S1 t NAME DATE i , ks ti , \w� I I LICENSE NUMBER FILE FS21 III �� .. - { 112, I _ , .. ,.. . .Y . _. .._ �.. . CITY OF RANCHO CUCAMONGA �.. < COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION I 4► S 18 lis PROJECT NAME VINTAGE PARK VICTORIA VINEYARDS NORTH PREPARED FOR: � PREPARED BY. MILANO DRIVE SHEET TITLE IRRIGATION PLAN MORSE CONSUL TING GROUP APPROVED ]�^ APPROVED pr WrPl11ANMJVIG •FJ1�GIJV,EF.RIIMC 0 L4NDSCAPE ARCHITECTURE LYONd� -�- DATE OMMUNTY SERVICES MANAGER DATE - �8g CITY ENGtNEEA 4860 IRVIPIE BOULEVARD, SUfTE #►201 �D IRVINE,CALIFORNIA 92714-1299 XeWILLIAM LYON om �t GATE: . ; ' DING OFFICIAL(714 73471it -- _ - �2 L SHEET L-6 of �2 /per�+� 8540 ARCNISALO 3UITE 9 O APPROVED -� 1C, ASSOM 1 M IRRIGATION CONSULTANTS (213) 477-6525 RAMCMO CUCAMONGA, CALIFORNIA 91730 DATE CITY PLANNER aaAC COUPLING VALVEkyLA25-rV NA YaLLcki csp :ET FLUSH WITH FINIS GRADE IN LAWN AREA . Q S r EWALK,CURB, 3"ABOVE FiNISH GRADE ETC.TYPEJL V> L /� FINISH GRADE . AtffVMATIC CONTROLLER ASSEMBLY 9OK TO BE PLACED SIDEWALK,CURB, oil . LAWN AREAS GENERAL LEGEND TO BE WALL MOUNTED AT RiG14T ANGLE ETC. TO HARDSCAPE EDGE COMMON MIRE SMALL E TIM ■!SIDE /•� �y. . \FINISH GRADE ru HOus6 WHEN REQUIRED NQr ::.:HRUB AREAS SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE �; CN-OFF SwiIN 10 E FIRDMO D BY d.10"PLAST11C WX A COVER WITH ' • • . CONTRACTOR BLOCK TOP STAMPED MPED W/ �'`= J ' ' P.O.C. POINT OF CONNECTION SPECIFICATION O SLEEVE FOR CONTROL WIRES PROVIDED ED BY CURL TYPE EXPANSIONLOOP ! �� rSTAINLESS STEEL CLAMP PRESSURE SUPPLY LINES A SIZE (2-1/2" & LGR) CLASS 315 PVC SPECIFICATION GENERAL CONTRACTOR (2e•) �=C=�- "�Y• PRESSURE SUPPLY LINES & SiZE 2" & SMLR SCHEDUi.E 40 PVC SPECIFICATION ELECTRICAL CONN TT TO IIEPEN!>�T WATERPROOFED MIRE CONNECTION •: :`;; == SiZE a LENGTH As REO t0 ( ) (CONTROL UNiT ELECTRICAL (SNAP-TITE) v •• "• ":" NON-PRESSURE `� LINE FITTING I 1 SCH. d0 PVC NIPPLE I RBOUREItE]iTS (20�L,60CVC,2AMPS MAX.) Q "": • 1 NON-PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION 3 � !F-Fa1►,b !'L�TiC Bac f eeA/Cl� IIorTEs: 1. COMMON WRE10BE WIUTTE III CONTROL FINISH GRADE SCH. 40 PVC 46G VET^a� � � TE' T I CONTROLLER SEQUENCE LAWN AREAS ELBOW I GALLONS PER MINUTE WWTO BE BLACK N DOLOR• SCH.40 PVC STREET ELBOW `� 11 REMOTE CONTROL VALVE SiZE CONTROLLER ON REMOTE CONTROL VALVE. FINISH GRADELME PIPE I �. l ® AUTOMATIC CONTROLLERS CALSENSE 3000 DETAIL NO. 1 F11rI13H 3. COiITRDLRU WNG SEQUENCEOORRESpOlN6 SHRUB • j SOLENOID PVC SUPPLY `. / SCH. Bo PVC NiPPLE AUTOMATIC CONTROLLERS RAINBIRD EZ-1 (BRICK DUST AREA ONLY) FLOOR? TO OPERATMrG SEQUENCE OF REiIUOTE ,.� LINE (SxSxT) SIZE A LENGTH AS REO'D REMOTE CONTROL VALVES RAIN BIRD EP SERIES DETAIL NO. 2 1 CONTROL VALVES s AUTOMATIC CONTROL- 3 f- ;"• • -++� t L - FLOW AO,IItSTWENI FITTING At LER UNiT STATION CONNECTION(SEE •Ii'pf ;- • 3/4"CRUSHED ROCK PLAN FOR R (3 CU.FT. MIN) (E O GIUICK COUPLING VALVES RAiN BiRD 33 4. DETAIL NO. 3 4. INSTALL AS R CITY AND LOCAL CODE. SUPPLY LME BACKFLOW PREVENTION ASSEMBLY B.P.A. FEBCO 825Y DETAIL NO. 4 01�EN 0T FOR WINE OON037ri PVC SCM. 10 MALE ADAPTOR ® ( ) I I (TYP. 2 PLACES 1 �i NG WIRE NUTS � PVC LINE PIPE GATE VALVES (LINE SIZE) HAMMOND I8631 DETAIL NO. 5 OE AT INTERVALS OF 10 FEET ON CENTER (VC S SUPPLY LINE FITTMG SCH. 4o PVC STREET ELBOW CONTROL ��`� E J MOISTURE SENSING UNIT CALSENSE 3000 0 TO CONTROL UNIT AT TERMINALS COMMON MIRE PILOT MARE DENOTES EXIST. PRESSURE SUPPLY LINES A SIZE t ) VALVES ARE TO K INSTALLED M SHRUB AREAS UNLESS OTHERWISE APPROVED. NOTE USE TEFLON TAPE STEEL REBAR 6 II ON ALL THREADED MiN. 36° LONG OR AS SITE O- DENOTES DOMESTIC WATER LINE SCHEDULE 40 FVC PiPE 1 COON W/ZE TO ALL ILMY S t) WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A M"."S 3 FT APART. FITTING REQUIRES 1 CONTROL WNW 10 EACH R.C.V. 3) USE TEFLON TAPE ON ALL THREADED FITTINGS. TYPICAL AUTOMATIC CONTROLLER ASSEMBLY Z TYPICAL REMOTE CONTROL VALVE ASSEMBLY 3 TYPICAL QUICK COUPLING VALVE NO SCALE It WALL MOUNTED TYPE ) LR.-64 No Suu �R-Ilt a • NO SCALE ASSEMBLY JR-85 GATE VALVE BRASS NIPPLE .• . TEST COCl((TYP 2 PLACES) (T� S PLACES) f✓= e OR� �• � :'•'• I ASND SPRINKLER HEAD LEGEND REDUCED PRESSURE BACKFLOW PREVENTION QAUt ELBOW • SIDEWALK, CURB,ETC. ROVERBPLASM NDWIR IGATECOVER I» h - SYMBOLS DESCRIPTIONS MFR & PART NO. G.P.M. RAD. MAX.SP. PSI REFERENCE GA LV.AIIPPLE COVER BRANt1�RRI GATE %c x at sc FINISH GRADE F1NiSH GRADE 2TRAiNER t 40 GALM UNION x s. .��s. ss LAWN AREAS MESH MONEL . ' x` a �''• FINISH GRADE SPRINKLER NOZZLE Q `/ X 34 1/4, 1/2 & F CTR FLT SHRB HDS RAiN BiRD 1812 - 8 FLT SAM SERIES :4,.8,1.5 r r 20 DETAIL NO. 6 SHRUB AREAS GALV. ELBOW ig _ PVC SCH.40 POP-UP ASSEMBLY v v X 1/4, 1/2 & F CiR SHRUB HDS RAiN BiRD 1812 - 12 SAM SERIES .5,1.0,2.0 11' 12' 20 DETAIL NO. 6 10p- - 1.• - + (INSTALLED 1 ABOVE I L +" • rL FINISH GRADE B OPEN Q � 1/4, 1/2 & F CiR SHRUB HDS RAiN BiRD 1812 - 15 SAM SERIES .8,1.5,3.0 13' 15' 20 DETAIL NO. 6 6ALV. NIPPLE /�' AREAS OR AS NOTED) HAMDW"EEt" PVC TEE OR ELBOW(SxSxT) O 1/4, 1/2 & F CiR LAWN HDS RAiN BiRD 1806- B12 SAM SERIES .5,1.0,2.0 11' 12' 20 DETML NO. 7 GATE VALVE ' PORT PRRMIEF E55t)!iEBUFFET p Q ® ® 1/4, 1/2 & F CIR LAWN HDS RAiN BIRD IWIS, BIS SAM SERIES .8,1.5,3.0 13' 15' 20 DETAIL NO. 7 FtNSH -DISC RAKE GRADE LOOSE PVC BUFFET 1/4 & 1/2 CIR ROTOR HDS TORO 300-00-01 .57.1.14 20' 25' 35 DETAIL NO. 7 SE 6188 6ALV. fLBOW LINE GA I.V. PPE -�•'' 1/4 & 1/2 CiR ROTOR HDS TORO XP30OP-000-07 1.4392.86 30' 35' 35 DETAIL N0. 7 6ALV. PIPE PRESSURE SUPPLY 6ALV. ELBOW EA GRAVEL SCH.40 PVC STREET ELBOW �v 1/4 & 1/2 CiR ROTOR HDS 30OP-000-10 215 4.31 40' 45' 35 DETAIL NO.7 LINE-INTAKE PE (MIN. CU.FT.11 • GATE VALVE SCH. so PVC NIPPLE � 1/4 CiR OTOR HDS RAINBIRD R-70 NOZ.14 (9/32) 8.8 60' 60' DETAIL NO. 7 -=-• • ( LENGT RE I D) I --•' PVC MALE 1/2 CiR ROTOR HDS RAIN SIR 0 0-70 NOZ. 18 (9/32) 14.0 60' 60' DETAIL NO. 7 NOTE= ;o► ADAPTORS • EOLffMOIT TO BE INSTALLED AT A M1Ni m OF If FPOM wA[Ls,BLOGS,ETC. SCH. 40 PVC STREET ELBOWS c _ - (MARLEX) 9 FULL CiR ROTOR HDS RAiN81R0 R-70 HOZ. 18 (9/32) 14.0 60' 60' DETAIL NO. T • WHEN UNIT IS NEXT TO BUILDING,WALL,ETC,TEST COCKS ARE TO BE Ii 4 ''''0 ON OUTSIDE. 'r• NOTE ` • ALL UNDERGROUND PiPES SHALL BE DOUBLE WRAPPED WiIH APPROVED NOTE: GATE VALVE SWILL BE INSTALLED N SHRUB AREAS 1. INSTALL HEAD FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS s CORNERS. TAPE WHEN USING CALV. STEEL PIPE. UNLESS OTHERWISE APPROVED. 2. USE TEFLON TAPE ON N..L THREADED FITTINGS. 4 TYPICAL BACKFLOW PREVENTER ASSEMBLY 5 TYPICAL GATE VALVE ASSEMBLY6 TYPICAL SHRUB HEAD POP-UP ASSEMBLY NO SCALE (2 1/2" AND SMALLER) JR-85 'y^ c,^0.1JR-84 NO SCALE JR-005-84 I� SIDEWALK, CURB, ETC. ■ SPRiNKLER NOZZLE •' •. 4 • -UP BODY ASSEMBLYR E V I S 1 O N S FOR CITY USE ONLY (INSTALL I/2�'ABOVE 00 GATE DESCRIPTION APPROVED INITIAL DATE �• �• • � FINISH GRADE) —�—> I ef-fJER4q- 05IONS STREET LATERAL LIFE - � Q WATER SEWER RD& DRAIN MIN. 120 TRAFFIC FOM GRADE CHECK VALVE WHERE NOTED (SUB-GRADE/ FINAL CHECK IF UNDER R W H � T PVC scH. eo NiPPLE HARDSCAPE) AS CONS SIZE AS REQUIRED MN.2e Fm SIZES THESE PLANS WERE PREPARED BY- FOR PRIVATE USE PVC SCH 40 STREET ELBOW 4"AND LARGER - INITIAL DATE UNLESS OTHER- WISE NOTEDDESIGN CARO DRAWN ED Al C p 7 PVC SCH.40 ELBOW (MARLEX) WITH �= AIV IF UNDER PAM I It CONTROL HARD- NAME AmMmsouuweasmm ""41ftr°" W COVER IRRiGxmN SUPPLY SCAPE ) nwnrm: PVC SCH.BO WPPLE(STZE AS ?LINE FOR SIZES LICENSE NUMBER FILE PVC TEE REQUIRED) IN FINAL POSITION AND SMALLER SLS:T OR 450 SHALL BE ATA CITY OF RANCHO CUCAMONGA 4S ANGLE ELBOW LINE 4 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION AND LARGER PROJECT NAME KENYON PARK SCH 40 SET EL PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS NORTH PVC TRESHEET TITLE (MARLEX) /,, 1". 3' EARTH PAD IRRIGATION DETAILS- MORSE CONSULTING GROUP APPROVED APPROVED LATERAL LINE (SIZE AS NOTED ON DRAWING ) • PROVIX SAND &XML.L A MM.OF 12"OVER AND UNDER ALL PIPING UNDER ` ILS - PAVED AREAS AND A MIN. OF 6 ON ALL OTHER PRESSURE PIPING WHEN NOTED. . PLANNING •ENGINEERING LANDSCAPEARCKITECTURE LYON . 9�` "- 22397 NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS 48so IRVINE BOULEVARD. su►Te #201 DATE411 TY SERvrCE5 MANAGER DATE CITY ENGINEER ? TYPICAL LAWN HTYPICAL DITCHING DETAIL HEAD ASSEMBLY I IRVINE, CALIFORNIA 927141299 Aor- WILLIAM LYON rrnVean � APPR V %� '''s ' ■� SHEET L-7 OF 12 NO SCALE JR 004 84 (714) 7347117 f DATE r ,� � r DWG OFFICIAL •540 ARCHiBALD SUITE S APPROV r !/q1 A1C. ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 RANCHO CUCAMONGA, CALIFORNIA 91730 DRAWING NO. DATE CITY PLANNER / i VICTOWA _ _ ,PARK ANE — + - _ DSP � F'�i' P . WB6 • • ••••••• • ' , • t - h 1A — •k I TER Cr�1J SEE VICTORIA VINEYARDS NORTH • ' •. x .• ��\ - ,i� '�'. Fes- /g/�' � STREETSCAPE LANDSCAPE PLANS •x ' ' • • ' • ` • • 4` �- ' x " ' ' ' • '• � • • Win. FOR PLANTING ALONG TREE KEY Q �� `ARBOR GUARDS ON ALL TREES IN TURF _ •' ' •• - •• KEY BOTANICAL NAME ,• , � �, DEEP ROOT BARRIER VICTORIA PARK LANE. x' • ' • .- O EC EUCALYPTUS CLADOCALYX •o• + Q- o • 'S.� .k . • • II • • • Op ER EUCALYPTUS ROBUSTA X. E;, p X X• '' x-' , • • f ' . • II EN EUCALYPTUS NI CHOLI I . o ' • • • - • "• • :,0. -6 ill •., • Lrl O BP BR ACHYCHITON POPULNEUS .• , ,x •x Z�It •. k X .� •, PE PINUS ELDARICA xl a 0 k �' +' • LS LIQUIDAMBAR STYRACIFLUA 'PALO ALTO' x •� x , • ■ PA PLATANUS ACERIFOLIA ■ '� 'BLOODGOOD' • • ' ••� ' • '�■• + LI LAGERSTROEMIA INDICA DARK PINK' lb ■ p ■ '� ■ ■ KB ;KOELREUTERIA BIPINNATA o- ■ • • • •' ' ' 4 �4 be.t2K flrlf� LL O • • :• . ' • VINEKEY O• Or __ + P�7- o • FP FyCUs PUMILA ■ • CC CLYTOSTOMA CALLS IOIDES � � 56 O O SCHOOL SITE O , . . • • Q) DB DB DISTICTIS , U • CR CAMPSIS RADICANS O ■, +. Q9 . ■ \•' ' • '• ' NOTES; SEE SHEET L-9 FOR SHRUB PLANTING. • 56 SEE SHEET L-10 FOR PLANTING DETAILS, NOTES, AND LEGENDS, ■ - • . I DENOTES USE OF DEEP ROOT BARRIER: SEE DETAIL A, SHEET L-8 • ALL TREES SHALL BE PLANTED A MIN. O 1F 0 FT. FROM ANY LIGHT FIXTURE. • 241 GROUNDCOVER HYDROSEED MIX SEE LEGEND AND LANDSCAPE SPECIFICATIONS, % ' • TURF HYDROSEED MIX SEE LEGEND AND LANDSCAPE SPECIFICATIONS. �'- • • O Z SEE VICTORIA VINEYARDS NORTH TRAILS- ---� • . KEY MAP SCALE 1 • 2 -- 4O INFRASTRUCTURE LANDSCAPE PLANS FOR 4tj PLANTING IN THIS AREA. Cj�l R E V I S 1 O N S FOR CITY USE ONLY - , • • ` • II i i ` ^ DATE DESCRIPTION APPROVED E • • . • • �N INfTU1l OAT • ■ • ii 5� ``''• I I- I-O$ At OF0 9DOT f3AM STREET 12-IS- oUf2y pWATER SEWER • ■ r GRD • DRAIN 1 , . • • • ' I TRAFFIC • • • •• • , • _ , L% -�. _ "',• _`'; FINAL CHECK • • , , • • - I :tea -. _ _y • , • , , , • '•.',i R W ' . • • • • • . '; r < AS CONST. .. p O O' •O' O O• • • • I = I' t THESE PLANS WERE PREPARED BY: FOR PRIVATE USE RJM• • . . INITIAL DATE ° -,., DESIGN GROUP DRAWN o;,4i8 • F.O O .'— � �N.,�„ AND. .uNn6(wR ANECKED NAME ° ,- DATE E 4^ •O r.'• LICENSE NUMBER FILE S - .3 lot I 0 � 6 _ ��,_�. _._s� •.. CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION PROJECT NAME VINTAGE PARK PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS NORTH MILANO DRIVE SHEET TITLE — — — — — — — TREE, VINE AND GROUNCOVER PLANTING r. MORSE CONSULTING GROUP APPROVED APPROVED � . � A 1 Pi NN7NG •ENcnwERrNG•LANDscAPEARCHITECTURE LYON , �'"► 4860 IRVINE BOULFVARD, SIM 0201 DATE 0 TY SERVICES MANAGER DATE CITY ENGWEEA IRVINE CALIFORNIA 92714-1299 XeWILLIAM LYON ram. amt E DISOFFICIALSHEET L-s of 12 714 7347117 F •540 ARCHMALD SUM d APPROVED -- RANCHO CUCAM011(3A, CALIFORNIA 91750 DATE 2CITY PLANNER MWtNG NO.{..� l� i VICORIA - - PARK- -T _ _ ANE, _ + _ _ ---- 277�A i�} A A - -' !•cy,-,r • I ` .�,'.t ,:?•.,, a" (A, {iy !L? VTC - --•'' nT -!••'+ i I',,xr. ,~' L-Z.\ /ice ',J)�1:•4•,• _ ,rte- _I� / `r 1 / =)._I ` . ••I• ~'t 146 [2-J x� V t`" 56 57 XGG 27�� 128 G3 75 $ZP T. SEE VICTORIA VINEYARDS NORTHH.: 59 # OUN STREETSCAPE LANDSCAPE PLANS 2-7 19 210 FOR PLANTING AT VICTORIA4-1 PARK LANE, 27 4 tr 25 f''I� 11 Y I ` ,r ' I v 71 AA © zl� o �2 153 Ro SHRUB KEY 3,4 114 AA 'SYMBOL KEY BOTANICAL NAME 356 AA 26.5 �— Cob XGG AA AGAPANTHUS AFRICANUS 51 FZP J4 D 50 f0D 24 17v � HS HEMEROCALLIS SPP.. MP MYOPORUM PARVIFOLIUM PF PHOTINIA FRASERI -IZA� llll� PV PITTOSPORUM TOBZRA VARIEGATA 32 VAR 128 RP RAPHIOLEPIS "PINKIE" + =i;= RO ROSMARINUS OFFICINALIS Q� "PROSTRATUS SCHOOL SITE �° \ Z 14 � EI 18 p Y :�J VR VERBENA RIGIDA 2� P \ XCC XYLOSMA CONGESTUM L "COMPACTA" ter;.• +.� .;...,_ SEE SHEET L-10 FOR SIZE & SPACING OF EACH SHRUB TYPE. SEE SHEET L-8 FOR TREE. VINE. AND GROUNDCOVER PLANTING, SEE SHEET L-10 FOR PLANTING DETAILS, NOTES. AND LEGENDS, • 114x66 t CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES ONLY, REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. THE INTENT OF THESE PLANS IS TO PROVIDE COMPLETE COVERAGE OF THE AREAS SHOWN AT THE SPACING DESIGNATED FOR EACH SHRUB TYPE. • i SEE VICTORIA VINEYARDS NORTH TRAILS- Z KEY MAP --� INFRASTRUCTURE LANDSCAPE PLANS FOR �}-�5 > A 'r �' - SCALE 1'= 4Y PLANTING IN THIS AREA, I ' V I S I O N S FOR CITY USE ONLY 72 —v DATE APPROVEDoESCRIPTION INI TIAl DATE AA 1— -08 GENE L KEVISIONS STREET ' � >;�lY;•, WATER SEWER I Mp cao • DRAIN TRAFFIC 1 Y..l t _ • � �_ FINAL CHECK ti AS CONST. `, a•. IL .•4•. • ? es I _ h _- iqr THESE PLANS WERE PREPARED BY: FOR PRIVATE USE T\ G��) r 1 - 71�1J�1+�T1�7�� T� INITIAL DATE 25 Dv 1 Ip O� ( J V " .` ..`t• DFwJIG GROUP DRAWN 1 p 36 V ', ` 1 ..{a Ky l` �:wMM AND L{&NTISMTi A CHECKEDis 8 11 Y 22 NAME GATE 13M 18 LICENSE NUMBER FILE I y _ lt�Y ' .0 CITY OF RANCHO C N A r.w, ;IV — -- COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION PROJECT NAME VINTAGE PARK - 18 � PREPARED BY: PREPARED 1=0R: VICTORIA VINEYARDS NORTH MILANO DRIVE 5-7 "''TA SHEET TITLE - - - - - - - SHRUB PLANTING Od MORSE CONSULTING GROUP APPROVED APPROVE k P"NMNG .FJVGINFEJt 0 LANDSCAPE ARCHITEC7VRE LYON - DATE TY SERVICES MANAGER DATE � .$ CIT YE}>GtNEER 1860 IRVINE "LlUVARD,W E #x201 �— rom _ IRVINE,CALIFORNIA 927141299 ��ie WILLIAM LYON �rC7/!'Lt . APPR / SHEET L-9 of 12 (714) 7347117 DATE ING OFFICIAL RANCHO CUCAMONNGA. CALWORM A 91730 APPROVED �g DATE CITY PLANNER �� l Q EQUIPMENT- STREE LEGEND p QUANTITY MANUFACTURER MODEL NO. DESCRIPTION KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS t1 I .3 BOLCO 100 ML W/2058A SOFTBALL BASES & ANCHORS X EC EUCALYPTUS CLADOCALYX SUGAR GUM 15 GAL. 1 BOLCO 300 AS 'ALL SAFE' SOFTBALL HOME PLATE BOLCO 410 FG 'FIRM GRIP' SOFTBALL PITCHER'S PLATE 2 PATTERSON-WILLIAMS /1536-13-8131 DOUBLE BASKETBALL BACKSTOPo ER EUCALYPTUS ROBUSTA SWAMP MAHOGANY 15 GAL. 7 1 PATTER SON-WILLIAMS P1218 PERPENDICULAR ARCH BACKSTOP __ • EN EUCALYPTUS NICHOLII NICHOL'S WILLOW- 15 GAL. II 2 LANDSCAPE STRUCTURES 0 TT12' -ALUM. PLAYER'S BENCH LEAFED PEPPERMINT MEXICO FORGE . BP BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL. j C I IRON MOUNTAIN FORGE 281-° SXR 8' LONG REDWOOD BENCH � 24 �x l o l�oN6 ..................................`;114 Ai QUICK CRETE PRODUCTS --- LBT PICNIC TABLE SET PE PINUS ELDARICA MONDELL PINE 15 GAL./24"BOX QUICK CRETE PRODUCTS MODEL. A W/LOW PROFILE 'PITCH IN' WASTE CONTAINER • h GRC� -FSR Tit-�T-S — � TOP/7-WC-LPTL LS LIQUIDAMBAR STYRACIFLUA 'PALO ALTO' SWEET GUM 15 GAL. 6tfzo -pot--iEfZ -�L�7 C.�jP -Tj7-H l� SHEET 1 L.A. STEELCRAFT PRODUCTS A-2S4 4 SEATER ARCH SWING �I ��-r-�� ( 1:7 IRQN MOUNTAIN FORGE 200-X ROTATING GRILL PA PB ANU�DCERIFOLIA LONDON PLANE TREE 24" BOX r * *,A -L TF�ES 1H -Td RF Af��S To s . IRON f�Q�1NT/1IN FORCE SEE DETAIL D SHT. L-5 KID BUILDERS PLAIT EQUIPMENT LI LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX (NS�EO (,�/�R�JFZ 6Lf��S 12 ARCHITECTURAL AREA LIGHTING ALR 125, 150 HPS R53 12; 'VANDAL LITE" W/ ROUND DARK PINK- FLOWERS W/ TAMPERPROOF BASEPLATE P KB KOELREUTERIA BIPINNATA CHINESE FLAME TREE 36" BOX AND HAND HOLE COVER 12 FT. MOUN LNG HT. I 4 ARCHITECTURAL AREA UGHTING ALR 125., 150. HPS.t RSS 12, 'VANDAL LrrEl W/ROUND � Fl,A- I — SSE GENE PLANT-1 NCo � N�T�S I HS 1800 STEEL POLE � r W/ TPR AMPEROOF BASEPLA 12 FT. MOUNTING HT. SHRUB LEGEND ND HAND HOLE COVER I�ME � iM4 LL 2 PARCOURSE LT . SERIES 1 & SERIES 2 CLUSTERS FITNE CL ERS 2X AL STRUC ss2= SPRING ATFORAA KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS AA AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. @ 18110C BLUE FLOWERS 24" BOX OL LARGER A �� 2 TIMBERFORM 2170-7-C BIKE RACK TRIANGULAR LANDSCAPE STRUCTURES/ 3 MEXICO FORGE #4135, # 4175 . # 4155 - "PLASTUFF" SPRING RIDERS U MANUFACTURER REPRESENTATIVE I� - Q �k ALL TRFIF--s It`i TdRF A�S Q - - - - _ . _ c U�Ros II�ST�L..I.Fi� _ARCHITECTURAL AREA LIGHTING TOTAL LIGHTING CONCEPTS 139Q1-B SOUTH CARMENITA ROAD 733 EAST SAN BERNARDINOHS HEMEROCALLIS SPP.. DAYLILY 1 GAL. @ 12110C YELLOW FLOWERS SANTE FE SPRINGS, CALIFORNIA 90670 COVINA, CALIFORNIA 91723 (818) 966-1611 TRIANGULAR MP MYOPORUM PARVIFOLIUM MYOPORUM 1 GAL. @ 5' OC PINK FLOWERS 'PATTER SON-WILLIAMS WAKEFIELD COMPANY P.O. BOX 4040 1100 QUAIL STREET, SUITE 100 TRIANGULAR z SANTA CLARA, CALIFORNIA 95054 NEWPORT BEACH, CALIFORNIA 92660 PF PHOTINIA FRASERI PHOTINIA 5 GAL. @ 5' OC N 1 (714) 752-6204 TRIANGULAR H �L C-T�'f`��- LANDSCAPE STRUCTURES HANSON ASSOCIATES, INC. GAL. @ 5' OC MEXICO FORGE P.O. BOX 2231 I II VARIEGATA TOBIRA PITTIOSP RO UM TRIANGULAR 601 SEVENTH STREET SOUTH ORANGE, CALIFORNIA 92669 DELANO, MINNESOTA 55328 (714) 542-5617 RP RAPHIOLEPIS "PINKIE" INDIA HAWTHORN 1 GAL. @ 3 ' OC PINK FLOWERS Q QUICK CRETE PRODUCTS SITE SCHEMES SITE FURNISHINGS �. ; ''' TRIANGULAR 10311 EAST 6TH STREET P.O. BOX 6528 • -7 TWIST'�r -E THEE TES N/ RANCHO CUCAMONGA, CALIFORNIA 91730 ORANGE, CALIFORNIA 92667 F: _ __ RO ROSMARINUS OFFICINALIS DWARF ROSEMARY 1 GAL. @ 4 OC L 10 5 1 (714) 538-9997 ''. "PROSTRATUS TRIANGULAR L974 TEELCR J FT CALREC BUILDERS AND CONSULTANTS {:.:.:.:.:::::::::::...... VR VERBENA RIGIDA ST. PAUL PINK 1 GAL. @ 3 ' OC BRIGHT PINK �. LINCOLN AVENUE P.O. BOX 1788 4 +,:,;;� TRIANGULAR FLOWERS PASADENA, CALIFORNIA 91103 TUSTIN, CALIFORNIA 92681 • (714) 639-4091 ��,� ;• XCC XYLOSMA CONGESTUM XYLOSMA 1AGAL. @ 31 OC "COMPACTA" IRON MOUNTAIN FORGE PECK'S PRODUCTS, INC. P.O. BOX 877 17202 CORBINA LANE, SUITE 102 ONE LANDRUM CIRCLE HUNTINGTON BEACH, CALIFORNIA 92449 VINE LEGEND _ ,/'j,c�ll t [ ,1 _ �j EP �NE�� FARMINGTON, MISSOURI 0 _ FF--�, ��//II t�L AIPL-M-FIN& NDM5. KEY BOTANICAL NAME COMMON NAME SIZE CONo'lENTS NATURAL SYRUCTURES CALREC BUILDERS AND CONSULTANTS. _ P.O. BOX 799 P.O. BOX 1788 • FP FICUS PUMILA CREEPING FIG 5 GAL. Rp- F�k.lm 1 2x �� SHERWOOD, OREGON 97140 TUSTIN, CALIFORNIA 92681 REMOVE FROM STAKE _ 12 'T'O (503) 625-2566 (714) 639-4091 SECURE W/"STICK 'N TIES" 15 P4e-r_T�5/15 C.&L. DB DISTICTIS BUCCINATORIA BLOOD REO TRUMPET 5 GAL, REMOVE FROM STAKE 13OLCO ATHLETIC CO. WAKEFIELD COMPANY VINE SEE DETAIL C, THIS SHEET 5 GALLON TREE P.O. BOX 3246 1100 QUAIL STREET, SUITE 100 O CC CLYTOSTOMA CALLISTEGIOIDES VIOLET TRUMPET 5 GAL. REMOVE FROM STAKE B SOUTH EL MO CALIFd IA 173 NEWPORT BEACH, CALIFORNIA 92660 • VINE SEE DETAIL C, THIS SHEET 7 110 MURDOCK, INC. WAK FIELD OMPANY. o - ALL 513) 471-77 0 714) 752-62 4 O CR CAMPSIS RADICANS COMMON TRUMPET 5 GAL. REMOVE FROM STAKE 0 Ms R NY CREEPER SEE DETAIL C. THIS SHEET 975S.W. FIFTH AVENUE 1100 QUAIL STREET, SUITE 100 a 1 . g r EYE BOLTs WI�E RTLAND, OREGON 97201 NEWPORT BEACH, CALIFORNIA 92660 GROUNDCOVER L�� 14) 752-6204 �� o mol_ Li BOTANICAL NAME COMMON NAME COMMENTS 58� E, ..TS GENERAL PLANTING NOTES R E V I s I O N S FOR CITY USE ONLY �L Ey�-1-ION I SEC O/ E �"o �� HYDROSEED MIX GROUNDCOVER SEE SPECS DATE DESCRIPTION INITIAL AT W L.EAO SH IEL_PS APPROVED IN l D E A, ' �-�.C-,�Al_1/. WIRE . �EGl.1RE �I I�E 1. 1� � srAt�c AND SMM ��c, xiF� zo Pz�IM n>Ans. I I -I- I &E.NFt� rZvIS ON5 STREET /'V�+� I2 HYDROSEED MIX TURF Iz-15- ADD 6QUR-`_: U WATER SEWER 2. CCM. SFRVICIs DEPT. REP SHALL APPROVE PLANT I4i4TPRT1w PITT BY CCNIRACIC7E2 PRICK Zo SEE SPECS _ �� _� � INSTALLATION. ORA F DRAIN �L�T- TURF HYDROSEED MIX: TRAFFIC TI� G� .r• T-� I 6H -T-- SEED: 45 % REBEL II FESCUE FINAL CHECK 5 E E 3. ALL TREES 24" BOX AND LARGER SHALL BE "T'AC�GID" AND/OR APPROVED BY THE LANDSCAPE �K�j LA, IY1 i X. 5EF- CEN. FA_P N, TN& NOTES. ARCfQ'IT7CI' PRIOR M THEIR DEL VVERY TO THE PRW'ECI' SITE. 45 % APACHE FESCUE RW 10 % NEWPORT BLUEGRASS C ( I 4• ALL TREES SHALL � CR SURPASS "VA M CRF�'r" STANDARDS FCR SIZE AND QUALITY. AT APPLICATION RATE 10 LBS. ER 1,000 SQ FT. As CONST (, S• � � AM � �ER �L wz cR � "�� " � � sizE CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE THESE PLANS WERE PREPARED BY FOR PRIVATE USE M BINDER SOILS STOW RHI- 60 GALLONS PER ACRE. I RJM L/ INITIAL DATE C 150 S/AC POW RHI NITROGEN 14-4-9 DESIGN GROUP I 6. AIL ZREES SHAH, BE P'INII'ID A )MIINI �I OF 3 FHT i�LICS AND {�i�6. TREES TO BE PLAtTrED DRAWN W CHECKED SIG IN SMALL AREAS SHAD BE C TRM IN PLANTING AREAS. - GRO-POWER APPLICATION CNART NAME "� PLANN��No.air�rzHio�ie��.�,� 0"".= �.n� L 7. 90II.S AND FIIZITI.IZIIt FCR AIL PiANT1rIG AREAS ' HE AS RDOQl47�L)ID INA 7 GRAM GRO-POWER TABLETS LICENSE NUMBER FILE GERM SOILS RE `OlRT (REFER TO LANDSCAPE SPECIFICATIONS). 1 GALLON 2-3 TABLETS 8. SEE GROCAHD COVER LBMID FCR HYDRCJ6EE1) SEED MIXES. REFER TO LANDSCAPE SPDCIFI(ATIQ1S S GALLON 6-9 TABLETS A, CITY OF RANCHO CUCAMONGA FCR HYDR0SEEDING RE1QU 'S. 15 GALLON 12-15 TABLETS COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION -719 A -,- . IL SHRUB PIANTLNG AREAS SHALL INTERSECT HARDScAPE AREAS AT 90 ,TYPICAL. FOR EACH } CALIPER MEASURED PROJECT NAME VINTAGE PARK I 'I t x Col' �H 3±4 TABLE`fSO" ABOVE IL LEVEL USE VICTORIA VINEYARDS . NORTH 10. ALL STREET TREES ARE TO BE PLACID IN AOOQ�E WITH CI'T'Y STANDARD 601. I u• SHEET TITLE AM , � SHAM BE STAKED AND p� �� M CM � INSTALL PER MANUFACTURERS ANUFACTVRERs �ECOMMENOATiONs.I PLANTING DETAILS LEGENDS & SCHEDULES 12, sOII. FER'IZlszn�G AND oa�DITIaIrTaJG SHALT. BE IN AOCa2S�ANCE WTM SEC TIrIC H 212-1.2 CF THE PREPARED B Y. P AR ED ' STANAARD SPFICIFICATICx4S FCR PUBLIC woRxs CX#ISIl2UCTICW. TYPE I ORGANIC SOLI, AMMCMM APPROVED APPROVE 92 SHALL BE USED WITH THE RATIO OF 1 PART CRCaANIC ANIM10WIS TO 3 PARTS NATIVE SOIL. ALLPAA 2X !./1/�1! " ► �� T��,,� AM NrVFKM ARE `10 BE� LILY MDIID PRIOR TO BACKFILLING._ PER �� SOILS /MORSE CONSULTING GROUP _ 13. FERTILIZATION OF ALL SIF1EEr TREES SHALL ,.. rt.,4n+n►rNc LANDSCAPEARC� rLYO)N DATE/O / COHSNIjTY SER ES MANAGER DATE g CIT v ENGINEER REPCRP FURNISHED TO THE CITY IdSPE17P R. ____ APPR V 4860 IRVINE UFOR ARD,SUITE 0401 �/ (Q DATE CLANG OFFICIAL SHEET L- 1 O OF 12 14. W STREET TREE SHALL BE PLANTED NMRE THE C ENMM CF THE TMW IS CLOSER THAN THREE FEET WIVINE ��"� �I�1112714,299 PALM DESERT Jac WILLIAM LYON (0 VINE PLANTING C °�„f«n (3') TO THE FACE OF CURB, UNLESS CITFWISE NOTED. aso ARCNtl,C WOR • APPROVED DRAWING NO AANCNO CUCAMONOA,CALIFORNIA 9110 aTE z 46c& CITY PLANNER 15. ALL STREET TREES ARE SUBJECT TO INSP'ECTICN AND ACCEMWM BY THE CITY 01=EER. - l,ryo� �7 I_ CaT� q — — TT1t I 1 LO)m I I f%CnDar` l - - - - - — - 12pX i2�'"fI`•�C. TSwreH -(!r�t�►►z 1 II M I I M I I I _ -C7 l' ML s 4 I - - Zr X10.1 - _ I —5 -- - r I I I 01 t - • x L i - I r c v� I z6 I I © Iltll I —I cJ �� - '� - - �� I � 14 -En � I I tom) - - I i I _� _ _ 2-0 L V11 ti $-- - r _- _ 7t 3 x to le l✓m,Jm 1 � —I 1S TY9 I . � { � t--f - �1 N H - - - O _ rl�e, Lo b#'& -re9 er_ CNC ()TES - - / 1 1 lA'I �l,Y�FClF.1J i l�! __ 4� F'M --- - I - I l'�I I I I 41 -- 8� G�,tJG �LM� IL-11,I X�.GI tiIG ��J �.t��i I OG C �.1 .,I'�{n►J - gr _ <' -- I -- �' - �M tat V� R. S e 2.t1I0,L . ALSO . Q a - - c et Of BII 4 M Li II _ - =�-- -- ff FLOOR PLAN I/ I I II - — — FOUN---D--A—TI—O--N- -_P—LANROOF FRAMINGPLAN Tt $$ Col. Ft.-2 FI N Is+-I �$ E Imo--- O�R��ttil I IJI�"tE MIIJ . GATE FRAME I'IZ'p. 3Yc.e Sfl.. Ti mka , 14I4.1_1%1c_ srf L mMr, Ct7_�t- I'1ix-v4. O 51p65) r rix Is:T-- rw5- kL 11 T G GMU W Sot I �� + 3/t}- 1 I'X2' TUFSII.IC� i 5 u►orf �p -� eloolo 3 3 > N �\ I`X2� 'tt1P�tIJ� FIC,I TL, I - I - Mio A� -- - �-1 0 Q . C)61.- -PJFNIJCI (2 -,1 S1 MQ - � ICIO I _ - S� 6—rzo7;1uT Au- ca�cmo f fI. a� HeI %5 c el is - scr-i N�G�i�IzY A MENS INTERIOR I = I — B _ WOMENS INTERIOR % �- I II_ - n S,NII,JC� PIfJ r�% h wL� NOTE: R E V I S 1 0 N S FOR CITY USE ONLY NOTE. CONCRETE BLOCK UNITS ARE TO BE "SLUMP ONE SIDE" DATE DESCRIPTION APPROVED INITIAL DATE STREET 1. ALL FOOTINGS & STRUCTURAL REINFORCING FOR ALL EXTERIOR WALL AND SURFACES (SLUMP SIDE WATER SEWER TO BE BASED ON CURRENT SOILS REPORT. TOWARDS EXTERIOR). ALL INTERIOR WALLS AND GRD F DRAIN TRAFFIC PARTITIONS SHALL BE PRECISION BLOCK (VERIFY WITH FINAICHECK . ARCHITECTURAL PLANS PROVIDED BY THE R COMMUNITY SERVICES DEPARTMENT). AS CONST CITY OF RANCHO CUCAMONGA. THESE PLANS WERE PREPARED BY: FOR PRIVATE uSE INITIAL DATE c DRAWN X (2� Vf CHECKED NAME DM LICENSE NUMBER FILE � x4itIG et.,c. tLKK- SYM FIXTURES - SEE SPECS. SYM FIXTURES SEE SPECS. SYM. FIXTURES SEE SPECS. CITY OF RANCHO CUCAMONGA -l-'S COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION - i 'r`�P. O �I I-��1DP151L MI►J,} O D�INKIt`I6 FO�J�TAIIJ )3 �(o'I WIDE DEQ W� 1- 12'' ST1 PROJECT NAME KENYON PARK 2� g I W,d'rFZ G� 8 144140IG�Ep SIviJ ® � e wIm pooR w� 2 - ;2'1hf1�-E`er VICTORIA VINEYARDS NORTH 4— - _4 �� 1 r (9 �_pH 3 SHEET TITLE oP F- Q -rok>✓ Fi e Not-c��—I�► 0 � '�1�`( L-I +T r�+�� ® �-- ARCHITECTURAL PLANS SEV,00rrjU64, INSJIDe- APPROVED APPROVED ( 51 4 DATE CRY ENGINEER � Y P APPROVE ✓ SHEET A- 1 OF C PARTITION WALL Vq -- I'_e,M 0 WaeM aQ D�� I2 Iw v W. P. GFI DATE BUILDING OFFICIAL APPROVED NO DATE CITY PLANNER /,3 WI-7 L-14H1 2 100 ;�.• CONC. BLOCK Fa 5r�g�. �-Tri / - i = -----_ - - -- r� - �1� 44 E x 1" r Icy 1�Ta� ,1nt�� Li -� u � � � M ICS 1l-)2 iu ti-WRTA►2 8X8 � �� 3�� tv1AX T�� SFt� SIGNS -,= cA-rf �lC n �e«-1 SIS w A 'F ALurW r-,7 r"! -, Fi L-L_ D — V E �-}' �i• I N �-�1 E �-1 �'1 1 E r;e&f \ REAR ELEVATION 14 _ = i ` - - �� IDE ELEVATION ' 1 ��-DN (rrz� e FRONT ELEVATION 1/ (1MENS S _ 4 gM PI.A N - ;e c w To PDG- /- G'til O rTTo _ Jr36N vf_UT . I ——— - - — O _ V pa ej& -7- Va-v?, I O V1]2- Ver Sri (�"s 2' GW cLew lot .41 ��8� T1-tl�'i4- - I!o X�•'' G�;�T' �FER To hP� PL-AQvE�*/df-f57- t" 21,6W 3'I - y - i .•-. �-.-———— N I N�i Tl�L M Ol-i�J` A �nlA j(�A�l.>✓ 'R ^ . --— Tex TTzorJ A'i' h /%4TH IA17- ALG flib�lVitP� TD AfArCy GA=2 •(' � %8"�-. �-GOhI G i•(y Q�� +�� c N I I, NOV. r- /V4- A��AP CGra�j EWM',�b W/��T'T -g, a'i�`� (� pP.��,.•l�`, I 3 5-- ' c rYf ewN,p SjIaVrh' �c� Tv IAI T;r - �' tam ., , „T /N� v�Ntil•t. Qir , Z -vE�� Z0 ��----II 2 X<o X t f1l� GYS� / _ �i CO UT l�0 � U ro tmtt s rtr� A r ,1- of .�wE TV �i� a ' S/� •1F �- - o� I�t�� 1✓G�- ��IL GJ�d�GT TYpG Lam-• r=�e�,v v�v�r� Rr �� u GIG�ItPs'titlC� f �Gy�oT1tT/Qr'{/ ; . FT-4 IGiN B DOOR HANDLE SECTION AT SIGN =o" PLUMBING PLAN Norr- oNE rxk% R E V I S 1 0 N S FOR CITY USE ONLY * NOTEN DATE DESCRIPTION APPROVED INITIAL DATE STREET 1. ALL FOOTINGS & STRUCTURAL REINFORCING _ WATEWSEWER GRD b DRAIN TO BE BASED ON CURRENT SOILS REPORT. TRAFFIC FINAL CHECK RNV AS CONST 2. ARCHITECTURAL PLANS PROVIDED BY THE CITY OF RANCHO CUCAMONGA. THESE PLANS WERE PREPARED BY. FOR PRIVATE USE INITIAL DATE DRAWN CHECKED NAME Qi1TE LICENSE NUMBER FILE NOTE: CITY OF RANCHO CUCAMONGA CONCRETE BLOCK UNITS ARE TO BE "SLUMP ONE SIDE" COMMUNITY SERVICES DEPARTMENT' PARKS DIVISION FOR ALL EXTERIOR WALL AND SURFACES (SLUMP SIDE PROJECT NAME KENYON PARK TOWARDS EXTERIOR). ALL INTERIOR WALLS AND VICTORIA VINEYARDS NORTH SHEET TITLE PARTITIONS SHALL BE PRECISION BLOCK (VERIFY WITH ARCHITECTURAL PLANS - COMMUNITY SERVICES DEPARTMENT). APPROVED f APPROVED DATE 1,0 R Ole,COMMUNITYfCES MANAGER DATE4 ffYfNGINEfR APPROVE DATE BUILDING OFFICIAL Sf1EET APPROVED"' DR^VNG NO. �f9 DATE CITY PLANNER j I'11� 2-t EU- x ( i PLG �-Ffi'( N 2 x 12 ��GIh 21.0 X11 k] .9-Y, I o �,hI Po6c4A / x T F 1 PM J �. _ of- vw eaGt-2. Le � f rA V 2 x 'rRat-�i • Go�J ---- w 3 - v-, f i F.In. I (2) - #� NcI721 Z. I?S b0- VFX. M PSL K I �(?'f_ i P L to i I t \ GvtJl.lf�'� "� `� - -- - - - ` G, p rl JV p.,fl• V' 2, C.G �'E Pti2 t-,- '�' I°M 1f - I —•1 - L� bN1 W FlG ilii ,�� I-�JIL�Z ' M v� 3 .Ar GN G'I� bb+Z(i • ver�L FL vWT �d q8 D.G• I- 9WZ(2) •I- �} 60oT. ,%fP p I RIDGE BM. i/� 114 WIRE MESH HEADI 10 OUTSIDE CORNER fi � �, 32nD �,�,,�J�� Imo) � --'� - r �cUstotJ I rg PLATT_. \N Ct,p _ M.L•.� I1"l>G• '(�� LM. FtAr FtAfe✓ -T`I'f? KJ✓t►.1F. O DUN • L047 L/L _ � HM 1 - w ;rte M��►� wI� Mf�H IoKlel- vu-- r. t MII•1. � v = C II e7,e-, 5 lye M a7;-1 pyo,r�,7t,1D Y�I� � q r N ce �, M �(� - ►�H _ . _ I�wz �, } x Ido GSMI�, �./1'tAP� k QLD C"'-. r, , i-•- r �- . T '� e N i 4f OL e'r'r Q ..:��F;2b_ t .' •• -- - - -- -- - - - - - -- - - � � LSI �!Y � �� fi � t.��! P�'��' �4 �8 � � F`LV�+"�, d L•A` V V' O �� ' v►- f f1>@1�'. . ?- R'>4JEt"`� O C� Kee K, x 1�/ fc I�It, O r/ �r t � Al �y.'� �,v. I.Jry-E Mr-A 1 V►� ;ir J I FOOTINGS l(lon zLGC�► I-Tr-le-4jy. �� f - 111v E Ir*(. `ie c"Ll; O I rj�I �. �I�iM x %.� >x I,?M � Vey •^, 1E� ► � II 4, LA--A- N ts rjTEjWjq WAULS ONLY A SECTION N N 11 u I. RIDGE BM, BLOCK WALL I/2 ' 113 WIRE MESH PANEL IM 19 CONNECTION OF INTER. WALL 15 I r RAF S+4 Et (N 16- r141 f,r V,e.'I L .4.A + l o VC: W� I - �B � M. 8• ''F '` Ra.l%� � To `bio ��rr� To 2��EP_ C,o►Jr•JEG� P../��FJz _--� � +, r � --Igo *� . NOTE. • 1. ALL FOOTINGS & STRUCTURAL REINFORCING (pl nN (` ` � TO BE BASED ON CURRENT SOILS REPORT. AL �. ,vw i z� ARCHITECTURAL PLANS PROVIDED BY THE foI!IS x ��II J� LJ � �� c . WL-9-g CJI � � 1 , CITY OF RANCHO CUCAMONGA. - 5 AM, PERPENDICULAR TO FOOTINGS NOTEN REST ROOM +SIDE UTILITY AREA Gt-1U � * CONCRETE BLOCK UNITS ARE TO BE "SLUMP ONE SIDE" i "-141II1 -- � FOR ALL EXTERIOR WALL AND SURFACES (SLUMP SIDE 12 TOWARDS EXTERIOR). ALL INTERIOR WALLS AND PARALLEL TO FOOTINGS PARTITIONS SHALL BE PRECISION BLOCK (VERIFY WITH M ,I ,I SHEAR TRANSFER BARGE 12 TOP OF INTERIOR WALL 8 EAVE DETAIL I 4 TRENCH DETAIL 2 COMMUNITY SERVICES DEPARTMENT). �� c Q Q , H E V I S 1 0 N S FOP CITY USE ONLY vzv5 ` _ �� sA�, •�.Jv�-� G� � � � -- r�'R ��,* �R � ICI 21/Z 1' III. DATE OESCRIPTIC)N APPROVED INfT1Al DATE J ,�G✓ STREET �N�ATI�(� 2 /8 I r'1P=- PPS W I tJ� xG'�n� . a� r- A1Jo R 3d 2 a i I,k.A- ..+vIE NMTEFI SEWER 'fix 4 yo-'411 lam► `' ; 2 - *� Vf�, .IAML J e,7e C. ►-J. U . c.I +� r == 4 d R-a- �1 Da.lo l.6rry QRr) A DRAIN TRAFFIC r FINAL CNECtt 48''D,� I1J� t-'ic� .J o�� P > . N1A'fLI�AI_5 AS CONST ACri_l��. cJ CIO ewy-41:, a Imo we-pit, THESE PLANS WERE PREPARED BY. FOR PFUVATE USE t MVRIAL ck4re I . _ 4 HOOKS - AND BENDS D� L ICE NSE NUIIABE R FILE CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT. PARKS DIVtS10N __ —. _ _ . �� , , \ .+ yCd @ 21 Lia M��J• PROTECT NAME KENYON PARK (vX FrO�� 40 d a Mas • 2 MeN • VICTORIA CJI EYARDS NORTH SHEET TITLE dM ARCHITECTURAL. DETAILS APPP4OVED r ' - AP'Pl10VED/ 4 Lk DATE lo�rln TY SERV[C6 MANAGER DAR prY mavatlk- APPROVED ,I q .r DATE amDING OFFICIAL "IV A— 3 OF ti. BEAM TO WALL /�` 11 BEAM TO WALL g/,4. 7 NOTES 3 TYP REBAR DETAIL 1 DATE ED CITY PLANNER MP 70 A-rl N OIL. L 16#HT 14Cfo C-10N Tlz� PANEL A 4 VOLTS I l i MOUNTING _ fMi rsL. BUS SIZE BLDG TYPE FLOOR IR BREAKER OUTLETS D E S C R I P T I O N NGS 0 11 W1� , NOAMP I LTS REC MI5 LILA L2 �-• ar 1G T$I T51 2 1 A PSN 3 ��1D. i I/4N G--•�1`,L C.1Nu�1 OfJ - 3 4 I UTILI C-po . J �j L LAO s D 2 t - 5 O T�2 f rL-- 4 6 nPOO � A -2 ------ 1 'ttr-{- 9 �o I i 642 o _�O c- 3 - -3 >j-sja /'L L� , 'I`G b�K•ot1Nl'� 10 II 4522 -�o I I fi�I I � �. Cpo. F-4 6L qT";• 1 1 n �� ---A----r- I jrs I 121 l 1 G►t1 tko �.a�J 3 A<<j0 131 O e Ly C RISER y N Ll 5�� pfz—A �l r-?o �'s}'�-2�Io ro1 14 n II II A I`fr- 15 u n u 3610 16 Zo TELVDHONE FvIW R 5Gv 17 SPA 18 pt19 0t-SO 20 21 TOr� Gt'-5m 22 23 24 }�i�Nrit. A eo ^M I' L..-/N*. Gv N?AG"rD� D GLNIERAL NOTES I H A 1. THE ELECTRICAL CONTRACTOR (E. C.) SHALL BE RESPONSIBLEOCA RFOR COUFOROM TO ALL LL L J I ; CODES AND ORDINANCES, THE STATE OF CALIFORNIA ELECTRICAL SAFETY OROERS, THE G IMT IONA L E LE CTR ICA L CODE AND ANY ADDITIONAL JUR ISD IC T IONS RELATING TO THE WORK. I I ( [LECTRMAL SVMlM 2. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS N ----CONDUIT COIICEALED IN MALL OR AIFLM . AND/OR SPECIFICATIONS OR WITH CODE REOUIRENENTS, THE %OTE, SPECIFICATION OR CODE CONDUIT in FLOOR tJIDEAGMlM. ( - - CEILING 3/4" SIZE WHICH PRESCRIBES AND ESTABLISHES THE MORE COMPLETE .JOB OR DA THE HIGHER STANDARD � �\ SHALL PREVA IL. l — 1/'t" CONDUIT, 2 012 WIRES, UNLESS t CONDUIT NDRUN TO PANEL A, NOTED OTHERWISE (1/2•• Co 2 /12) A 11-3E CIRCUIT NO. 1 A 3 3. THE E. C. STALL FURNISH All PERMITS AND PAY ALL FEES. �- tC!" C. 3 X12 --- -1• C, T /12 t. THE E. C. SMALL RAKE POWER CONNECT IONS TO ALL MOTORS Ally EQUIONENT fURiIISNED Br 'r'O �j�U� 1"`( QT HERS. Z L I 6•4T5 3/4" C. 4 012 pq 1" C. B #12 S. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SMALL HAVE AN INTERRUPTING _ --�} - 3/4" Co, S 012 0110 "' 1-1/4- Co, 9 /12 RATING NOT LESS THAN THE MAXI" S NOR T CIRCUIT CURRENT TO WHICH THEY WAY BE SUBJECTED. �i01 Q -- - 1" C, 6 012 >C- CONDUIT ONLY O C. 0. 6. ALL MATERIALS AND EQUIPMENT SMALL BE NEW AND SHALL BEAR THE UNDERWRITERS, LABEL I A FIXTURE DESIGNATION, IST 0. •'2" O CEILING OR HANGING FIXTURE AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED. 2-A-4/40 INDICATES QUANTITY, 2ND LETTER "A" RECESSED FIXTUREl-1 INDICATES TYPE FIXTURE (REFER TO ® 7. ALL DEVICES INSTALLED OUTSIDE OR IN DAMP LOCATIONS SMALL BE APPROVED WEATHERPROOF, SCHEDULE) 3R0 NO A0•• INDICATES OA WALL MOUNTED FIXTURE �I B. UNLESS NOTED OTHE'RrISE, ALL WIRE SHALL BE COPPER, ALL TIRE SHwll BE U. L. LISTED, I QUANTITY AND WATTAGE Of LANDS RATED FOR 600 VOLTS, NO. 42 MINIMUM SIZE EXCEPT FOR CONTROLS. WIRE USED IN END TO r SURFACE MOUNTED FLUORESCENT FIXTURE OPEN FLUORESCENT FIXTURE END FLUORESCENT FIXTURES SMALL BE TYPE AVA, RHN OR THHN. t ® RECESSED FLUORESCENT FIXTURE 1;::x- FLOODLIGHT 9. THE E. C. SHALL INSTALL ALL CONDUITS AND WIRES jITH A MINIMUM NUMBER OF BENDS AND /T\ ®t EXIT LIGHT, PROVIDE ARROWS AS � SINGLE POLE SWITCH •N" INDICATE; IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEAD 1 ROOM, KEEP OPENINGS AND PASSAGEWAYS CLEAR ANO MEET ALL STRUCTURAL CODE REQUIREMENTS. / INDICATED CORRESPONDING OUTLETS CONTROLLI 10, THE E. C. SMALL NOT BORE, NOTCH OR IN ANYWAY CUT INTO ANY STRUCTURAL OMEN WITH- SWITCH WITH PILOT LIGHT THREE WAY SWITCH ($PDT) OUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER. JUNCTION 90K Ck-f CLOCK OUTLET 11, INSTALL CONDUITS foot ROOF MOUNTED EQUIPMENT BELOW ROOF AND STUB-UP AT EACH PIECE DUPLEX RECEPTACLE, +12" UNLESS TELEPHONE OUTLET, X12" UNLESS OF EQUIPMENT. FLASH AND SEUL ALL PENETRATIONS, NOTED OTHERWISE NOTED OTHERWISE 12. THE E. C. SHALL PROVIDE SUPPORT FOR ALL FIXTURES AND ELECTRICAL EQUIPMENT TO COOKY l n ( � FLOOR RECEPTACLE ® FLOOR TELEPHONE OUTLET WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE AND ALL LOCAL ORDINANCES. H ' v SPEAKER ® MICROPHONE OUTLET 13. ALL CONDUIT CONNECTIONS TO MACHINES AND EQUIPMENT SUBJECT TO VURATION (INCLUDING hJ,-1'; Gj. TRANSFORMERS) SHALL BE MADE WITH SEALTIGHT FLEX CONDUIT. PROVIDE SUFFICIENT SLACK 0 EXHAUST FAN , INTERCOM OUTLET TO ELIMINATE VIBRATION, ARRANGE CONNECTIONS TO PREVENT THE ENTRANCE OF MOISTURE. Co MOTOR STARTER COPE INATION STARTER 14. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE ® PUSH BUTTON TRANSFORMER CODES AND THE SERVING UTILITY. BELL BUZZER 15. THE ENTIRE WIRING SYSTEM SMALL BE TESTED FOR SHORT CIRCUITS, GROUNDS AND INSULATION � MNEL, SURFACE MOUNTED � MNEL, FLUSH HAUNTED RESISTANCE BETWEEN CONDUCTORS AND TO GROUND. ti. THE E. C. SHALL FURNISH AND INSTALL ALL CONDUIT, WIRE, BOXES, SWITCHES, LIGHT [� DISCONNECT SWITCH, RATINGS AS NOTED P. C. PHOTO CELL FIXTURES (WITH LAMPS), RECEPTACLES, SERVICE DEVICES, SWITCM8OAR06 AND PIANELBOARDS TS TIME SWITCH W. P. WEATHERPROOF REQUIRED FOR A COMPLETE AND 6PERATIONAL ELECTRICAL SYSTEM. 4D REFERENCE TO NOTE ND. 2 IF. A. FIRE ALARM 17. PROVIDE A MANUAL DISCONNECTING MEANS AT MOTOR FOR ALL MOTORS NOT WITHIN SIGHT OF THERMOSTAT, •S', "?' ZONE OR UNIT AFT MOVE FINISHED FLOP MAMMAE THAN FIFTY ('SO) FEET FROM ITS CONTROLLER. R E V I S 1 O N S FOR CITY USE ONLY 1B. ALL SWITCHES AND CIRCUIT BREAKERS, DISCONNECTING MOTORS OR CONTROLLING ELECTRIC DATE DESCRIPTION APPROVED INITIAL GATE DISCHARGE LIGHTING SHALL BE WITHIN SIGHT OF MOTORS OR FIXTURES (NOT OVER SO FT.) STREET OR BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. MATER SEWER 19, PROVIDE AN ENCLOSURE OF EQUAL FIRE RESISTANT RATING AROUND ALL FIXTURES AND EQUIP- GRD a DRAIN REFERENCE NOTES: MMT INSTALLED IN OR PENETRATING THROWN FIRE RATED SEPARATIONS. TRAFFIC 1 FINAL CHECK INSTALL FLUSH WEATHERPROOF SERVICE ENCLOSURE IN EXTERIOR WALL. COORDINATE INSTALLAT- 20. VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE ION WITH- RAMNRY CONTRACTOR. FACILITIES BEFORE SUBMITTING BID. AS AS CONST O J-BOX FOR CONNECTION TO HAND DRYER. FURNISH AND INSTALL CONDUIT, WIRE AND CONNECTIONS 21. PROVIDE A 14 GA. GALVANIZED STEEL PULL WIRE IN ALL EMPTY CONDUITS. PER MANUFACTURERS INSTRUCTIONS. VERIFY LOCATION. THESE PIANS WERE PREPARED BY: FOR PRIVATE USE O3 RECEPTACLES SHALL BE FLUSH IN EXTERIOR WALL. RECEPTACLES SHALL BE EQUIPPED WITH GROUND-FAULT CIRCUIT-INTERRUPTER AND LOCKABLE W.P. COVER. �r DRAWN INITIAL DAT 4 INSTALL PHOTO CONTROL ON 1/2" CONDUIT ABOVE ROOF. AIM TOWARD NORTH. FIXTURE SCHEDULE CHECKED 5 INSTALL SERVICE PER SOUTHERN CALIFORNIA EDISON CO. REQUIREMENTS. CONTACT: BILL TYPE NO, LAMM DESCRIPTION AANUFACTUNCP A NAME DATE WIGGINS, 714/947-8227. • MAX• WATTS CATALOG IA/rER , LICENSE NUMBER FILE R F HIGH PRESSURE SODIUM, KENALL NOTE. CITY OF RANCHO CUCAMONGA �6 PROVIDE LIFER GROUND PER CODE--20 OF N0. 8 BARE COPPER MIRE ENCASED IN 3 MINIMUM Of A 1/50 HPS WALL MOUNTED VANDALP OO CONCRETE LOCATED NEAR THE BOTTOM OF THE FOUNDATION. BOND TO THE COLD WATER SYSTEM. 50 WATT CLEAR LAMP, CAST ALUMINUM HOUSING, 5210-9500 POLYCARBONATE REFRACTOR, TAMPERPROOF SCREWS, COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION O PHOTOCELL TO TURN LIGHTS ON AT SUNSET; TIMESWITCH TS1 AND TS2 TO TURN LIGHTS OFF SUITABLE FOR OUTDOOR INSTALLATION, 120 VOLTS ELECTRICAL PLANS PROVIDED BY THE CITY OF PROJECT NAME KENYON PARK PER CITY SCHEDULE. RANCHO CUCAMONGA. B&C 1/50 HIPS CEILING MOUNTED VANDALPROOF HIGH PRESSURE SODIUM, KENALL VICTORIA VINE'fARDS NORTH 50 WATT CLEAR LAMP, CAST ALUMINUN HOUSING, 5010-9500 POLYCARBONATE REFRACTOR, TAMPERPROOF SCREWS, ALL UNDERGROUND ELECTRICAL WIRE SHALL SHEET TITLE ELECTRICAL PLAN 120 VOLTS BE PLACED IN CONDUIT--SIZED AS NECESSARY AND LOCATED AT A DEPTH NOT LESS THAN �6". CAA APPROVED - - . FINAL PLANS'TO BE REVIEWED BY AN ELECTRI- ()ATE o ,� CoMMtxrTY SERVIEES MANAGER DATE CITY ENGINEER CAL ENGINEER PRIOR TO CONSTRUCTION. PROVuLaNG OFFICIAL SHEET E-1 of -�-- APPROVED - DRQ NO l � ORATE - ti 0 T PLANNER � y G��GTo}ZS TttICi 5 �/��I�� LOCp�T•lo�l FIXTURE LAMPS MOUNTING ® TYPE Z° C WATTS J DESCRIPTION & MANUFACTURER& U p O AND 0(D z Q VARIATIONS CATALOG NUMBER z i = TYPE or U a- SktIT6-N IZo I HfT M TU�x #5010 I 4- g so W • E�TEI 2�•-2,� I I TP F j • iZo 2r;'cw 3 • i� PI�-� � ��T �fJ c�ST - ooLu-2'I`1 +A ps I. LIM . FI oo�'� � - Ilom� 1- 1-I 6t t-IT M V1� �s • 2yo L��.� ,5 MJG�l�E 8 I � u.0 400 3 iso �5 TU IIS - -25oHP5 0 FLOOR PLAN - RESTROOM BUILDING ►—o " R E V I S 1 O N S FOR CITY USE ONLY NOTE: DATE DESCRIPTION APPROVED INITIAL DATE STREET ELECTRICAL PLANS PROVIDED BY THE CITY OF WATER SEWER ;ir;J 8 DRAIN RANCHO CUCAMONGA. TRAFFIC FINAL CHECK RW ALL UNDERGROUND ELECTRICAL WIRE SHALL ASCONST BE PLACED IN CONDUIT--SIZED AS NECESSARY AND LOCATED AT A DEPTH NOT LESS THAN 36". THESE PLANS WERE PREPARED BY FOR PRIVATE USE INITIAL DATE FINAL PLANS TO BE REVIEWED BY AN ELECTRI- DRAWN CHECKED NAME OATS CAL ENGINEER PRIOR TO CONSTRUCTION. LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION FPROJECT NAME KENYON PARK VICTORIA VINEYARDS NORTH SHEET TITLE ELECTRICAL FLAN APPROVED APPROVED, DATE 10 ", 8 C M AUNTY SEfMCIMMAMOE8S DATE Ir CITY ENGINEER APPROVED SHEET E-2 OF 2 DATE _ ,-SMDING OFFICIAL APPROVED - DRAWING NO. DATE GTY PLANNER /70 /-7