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HomeMy WebLinkAboutKenyon Park I won r 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA CALIFORNIA 91730 SHEETINDEX SHEET KEY MAP COVER SHEET _ • GRADING PLAN L- fa HIGHLAND AVE. , CONSTRUCTION PLAN —2 'CONSTRUCTION L-3 PROJECT SITE CONSTRUCTION DETAILSO e ,i -4 O •• .t a. 41 e CONSTRUCTION DETAILS `I .• ;.�u -- RIGATION LA F eeR b oz ,PA. R .K IRRIGATION DETAILS L-7 -:�` :`� __ <•// ` TREE PLANTING PLAN —$ID N o SHRUB PLANTING PLAN -9 V � _ V� TORI• ��«�a'� �-�----_ __ > o 7 PLANTING DETAILS L-10ow am Ulm ARCHITECTURAL PLAN A- 1 cc IL A-2 -� • q ar A O � • �' � tilt s♦. �' 4 1 � .•��. o. _ r _ •-o �^ p�K.M�w r+.c ,.-�.� Z r j. ELECTRICAL PLANiu > } W1E.1 /la list +• +•. e- , - - - ' - .• a r.+_, ►" y QUANTITY ESTIMATES }� a/ -� w' •r ems., •- � MORSE CONSULTING GROUP ak PLANS PROVIDED BY THE CITY C - PARK PLANNING • ENGINE'ERING 0 LANDSCAPE ARCHITECTURE = - . = =�; fiANCHO C r '" TURF 8,33,000 U. OU1l1EMN APIC pAILROAD 4860 IRVINE BOULEVARD, SUITE #201 GROUNDCOVER 55,296 S.F. IRVINE, CALIFORNIA 92714-1299 _.. (714) 730-7117 TREES 453 'TRAIL RJM° TURF 10,016 S.F. k RECOMMENDED O�✓ GROUNDCOVER 13,136 S.F. �' DATE O DESIGN GROUP �• .Y ENGINE i TREES 82 REC ar a PLANNING AND LANDSCAPE ARCHITECTURE OAT '' ' DING OFFICIAL OMM NO SCALE 27295 LAS RAMBLAS,SUITE 250, MISSION VIEJO.CA.9201 (714)S92-7516 DATE CITY PLANNER QU�rIT17'`r ESTI MATES I1 —I-88 ABBREVIATIONS VICINITY MAP - PROJECT SITE . �• ! AT DS. DOWNSAOUT INV. . INVERT ELEVATION 8. SEWER A.B. ANCHOR BOLT M. HAST J.S. JUNCTION BOX 8. SOUTH b A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPS MA. EACH L. LENGTH OF ARC SCH. SCHEDULE A.C. ASPHALTIC CONCRETE M.C. END OF CURVE L.A. LANDSCAPE ARCHITECT B.G. BUD-GRADE g A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEET BHT. SHEET < A DESCALT. ALTERNATE H.J. MXPANSION JOINT LT. LEFT B.F. SQUARE FOOT, FEET 215 ��! 77 R PTI N OF REVISION DATE APPROVED ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS Fighland Ave. �Q APPROX. APPROXIMATE S.M. EACH MAY MFG. MANUFACTURER 8Q. SQUARE PAdFIC CITY OF RANCHO CUCAMONGA S.C. BEGINNING OF CURVE 8X. EXIST. MXISTING MHST. STREET. MANHOLE Baseline Rd. B.C. BOTTOM OF CURB F.F.E. FINISH FLOOR ELEVATION MIll. MINIMUM EFS. SURFACE FOUR BIDES B.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADS N. NORTH T. TANGENT O 11 BLDG. BUILDING ` F.L. FLOW LINE N.I.C. NOT IN CONTRACT 7.C. TOP OF BU::3 P� Foothl I Blvd. KENYON PARK B.S. BOTTOM OF STEP F.S. FINISH SURFACE NO. , N NUMBER T.c.a. TOP OF CATC:I BASIN C., COND CONDUIT FT. FEET, FOOT O.C. ON CENTER T.F. TOP OF FOJTING 50J ; VICTORIA VINEYARDS NORTH C.B. CATCH BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER e•"..C. n-P OF CRATE 32 4K C.F. CURB FACY GA. GAUGE P.A. PLANTING AREA T&G TONGUE AND GROOVE � o X COVER SHEET C.J. CONTROL JOINT GALV. GALVANIZhD F.C.C. PORTLAND CEMENT CONCRETE T.P. TOP OF PAVINGuj a CENTER LINE GROUNDCOVSR P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP S r C.L. C GC. p APPROVED - G.L.B. GLUE LAMINATED _x.111 T.M. TOP OF MALL °.. 'uilv' - s C.M.U. CONCRETE MASONRY UNIT P.R.C. POINT OF REVERSE CARVE lu -�­-"!�^- • C.O. CLEAN OUT G.P.Y. GALLONS PER MINUTZ .PL. L PROPERTY LINE TYP. TYPICAL y ti )MMUNiTY SJERVIAFS MANAGER CONC. CONCRETE GR. GRADING P.S.I. POUNDS PER SQUARE INCH V. VOLTAGEoEsn�1 paSGOMMtNOSO CONT. CONTINUOUS C.RNO. GROUND P.Y.C. POLYVINYL CHLORIDE VERT. VERTICAL BERNARDINO FREEWAY 17,10 I��MORSE CONSULTING GROUP s I • CSX. COUNTERSINK M. ,HT. HEIGHT R. , RAD. RADIUS M. MITE MS ������������ ` CIV. CUBIC H>:R. HEADER R.C.V. RrAIOT'E CONTROL VALVE W. WEST ...w�.ee m?% ..e •t+c CM/��ll1&w DRAWN .•�[ et«►,.►ety wranort •NttT THE WILLIAM LYON COMPANY INC KF1 1Y01 I t DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE M.P. MATER PROOFING MS L— �112 D.F. I`RINKING FOWITAIK H.P. HIGHPOINT REQ. REQUIRED DRAtsnM wo. DIA. O DIAMETER I.D. INSIDE DIAMETER RMD. REDWOOD JS IMA" per/ y -7 7 w \ . ....... . . RESTRICTBCJ L.AIVDSC,APB IOU ,' r •' � sl ERATIONs D .rX. r .. CONSTRUCTION NO INSTALL 2" WA-L 40 rVG FOR POTABLE WATER SERVICE (24" DEPTH) Ip CONST. 6" V.C.P. SANITARY SEWER WASTE SERVICE I - �. NST. SEWER MANHOLE PER CUCAMONGA COUNTY WATER_... � DIST. STD. DWG NO. 18 2 CONST SEWER CLEANOUT Z PER CUCAMONGA COUNTY WATER . i r rc �R .' ;`• / DISTRICT STD DWG NO. 21 (6" BELOW G � � RADE) �- T b ,f' - / - " 13 REMOVE PLUG AND JOIN EXISTING SEWER LINE : ...,.- RE I O ME I FOR KENYON WAY ST ET MPR VE N Ir ............... ............. „;•' ....... .._. . r If ......:.:: / .... J f _ SCE , - N �.. Yo . .�h 1 , �w r N - A i , , fir\ ,, . ' l,, � /. ;. `��` __ ,— � '�•. _ / r�� _ —� •-:rs �� 3 / ... 0 10000 STORM DF.AIN SY5TE.M ;: .: ... � 7 / -o'- / � POW ox 10000, � � r G.B WILL- BE CONSTR :.', ` l / .��. )i ❑ ❑ � !ol — - 1 � WITH 1'RAc r rn-19 5 I ,J 100, lool ,,{ .0010 - '000, l000r 1001-1 . . _fes , `/ �\`fir. looll .0000' _ - t�� 9 • • ( r / 40 ' / - 0 f SEE .✓OSC'4Ap -� v I r \ / Os ', 1 > ;: . 3;�� ^�t�v ,�9 5•� �A.eCOt/.QSE ,f��- - I �°•AUI`IC� F'ER TENTAR vE, � � `. \. .'' �' -. � o b9 •e 1 ., f �TE.CS�ET.q/G Iii — j/ Ij ' �1.. R NO. 1110 5 ul 1 \ t 46 11sn I O t F cc • I , I Lu 1 , IL 1 cc 455.0 V I LLI \. I I lf. / ... . V \ / _ W 1 \ : , /\\ DRAIN TEM 1\ •, ; ' TOSIS,-R . . / ,, •., ,' I I � '�,__ .�12../ / � l / f , .:. 1 '( !``- -.-. , , \ - -►9 1I �I LJ I I I I TFAOT I � I 0 0, .,/ r- / / J �C i x t _ 1 �� .� SARK �-+ -L` '• L1 � L1J II q— J I 1TG � of rT� rT� — � ,' I I I . �. doo 1- 1 1 � • I i •. t , • ! \\, \ ��►••1 ` ` ' •` R E V FOR CITY USE ONLY 1 I . , / — DATE DESCRIPTION APPROVED INITIAL DATE_ / \ �► `' 'r / /� _ STREET / jT' ` 'i �--�. ` WATER SEWER -✓ ,' / \,, `\ � . S, /O � � ', _'_� . . .rr��` � �—�/ �,r — . ... ... ��`_ GAOL DRAIN /// � a.. �-I // A� I �``—_ _ __��� TRAFFIC CHECK 71.00, R W FINAL —0- :, � -. , ... � —S, �” `- —� ._.. = GENERALREVIS/O/KS AS CONST / ' ��• — ——— ...� �— —— Sn90 i1-7--- -- - �• .✓' ,;-- moi^— .——�— - _ ��.. "— `_ ; . 50—- — Sl — ——-_— — —— ———• t -- — — _ - .— T- P S INITIAL DATE / — - . " — — -- THESE PLANS WERE PREPARED BY: FOR PRIVATE U _•!� -- -- - -�+ —_ — -- �E CONSULTING CSU C C 446.5 — YING DRAW N •.. ♦'T N � T6 � 4410 cu'lissrt/ . . fw ,,.�,�.,�.:� CHECKED —� ." f}•o � 4 .Co OAT"E f Z . NAM 107 LICENSE NUMBER FILE - . . , G r a .,I t4 i, �, Q f 7 $ , X06 T f CITY OF RANCHO CUCAMONGA , 6 DIVISION _66 :: _. 7 68 _ COMM 1 ` PROJECT NAME �/� , Y KENYON PARK ( TRACT 13442 ) I — SHEET TITLE Q�oEESslGRADING PLAN �► �( n�) � BENCH MARK B.M. 163 'W' y ell APPROV D APPROVED ELEV. 1297.297 -m No. 20596 24' EAST OF � ETIWANDA }D ♦c Env 9-30-89 * AVENUE AND 40' NORTH DATE cammuaTf SEAVICEs S DATED / CITY ENGINEER CIVlt a� OF (t BASELINE, SET BRASS APP t 9jf OF CA��EO� BENCH DISC. IN TOP OF wTE OFFICIAL SHEET L_� 8 OF 12 NE END OF A 4'X2' CONC. APPROv17 1-14, jo'427 BOX CULVERT. DATE CITY mAmmR DR"""'!'CNo- r 91 Al JOB W. 240-0800 i CONSTRUCTION NOTES a--CONST. 3"AC OVER 4"AB PAZN&MENT f�2 ---CON15T Co" C=URB ONLY PER STD DMC. 301 3�-CONST. TFRANSITION CURB 10"TO (o" CURB RACE 4O--CONST 4CURB ANO 16" GUTTER PER DETAIL. HFRECN Sa----CONST 3• WOE ALLEY OIJTT'ER MR DETAIN. HE MO N �--CONST. HANDICAP ACCE55 RAMP PER CITY STD. DE-TAJL.-*310 W/REOUIRBD 5bSNAGE �—G *llS r. AG RAMP O8 —IN3TAl.l� C 4" WHITE. FW TE.D F'bhpKING STRIPE .a►cccC RoING mo C1T`C Z�)F F?AkJCHp CWT 6"C05WRETE . AMV AT MAW EAKYOWW t 1 � SEE STREET aHPRpvE•MENT MANS FOR TfiACT 13219 doop� Al �Q M .9 119 tQ C14 PC 73 z 10-A -�--• c 0 '� ' �' 8' ''+'` QTc ; + b,em LAND5CAM 0 ui k ' Z0000, j 1 t .01 0010 1000, \ Von• ��-� � �r� PRECISE GRADING PLAN PARK SITE PARKING LAT �e. R E V I S I O N S FOR CITY USE ONLY A . GATE DESCAIPTgN APPROVED INITIAL DATE STREET 'i WATER SEWER i GAD l DRAIN FIC ALLEY GUTTER DETAIL TRAFFIC (N.T.S) FINAL Ft NOTF-' WEAKEND PLANE JOINTS AS CONST SHALL BE CON5TR1)CTEO NOT _ IWY/S/ONS GE4/&V/- 5-24-MT}•4AN b' AFlART THESE PLANS WERE PREPARED BY- FOR PRIVATE USE MORSE CONSULTING GROUP INITIAL DATE 5/6"LIP ....n . ORAwN w"r-mo.S m• TIC RL EV CURB UNE PLANNING • ENGINEERING • SUME"IOG 5•Y^ gisnw _ TOP OF PAV. FAR NAM!e CMEGcEO s OATS r' Y' Ufa"R LICENSE NUMBER FILE CITY F RANCHO CUCAMONGA ,h lei" COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION PROJECT NAME 6' CURB FACE & 18' GUTTER DETAIL KENYON PARK ( TRACT 13442 (N.T.5.) oQ�oFEssroNq� SHEET TITLE C. GRADING PLAN lc BENCH MARK B.M. 1638 ELEV. 1297.297 BRED No. 20596 24' EAST OF (. ETIWANDA ♦c E=v.9-90-s9 * AVENUE AND 40' NORTH DATE U CM&WWT s DATE J' CIV1\- �aZkt-. OF (. BASELINE, SET BRA55 APPIAbVFQ �o ; a —'Cn�EMGMVEER l9lf OF CpL\FO BENCH DISC. IN TOP OF DATE QV�� SHEET L�I b OF !� NE END OF A 4'X2' CONC. BOX CULVERT. APPROVED or/ 1 DATE Lv, aTY n AMEA DRJWIIG No. JOB NO. 240-0800 .` TizP�SH ENG'1,Q51112E 1L �2 �/k� � -STEEL c-�•l�s 13RICK DUST SPECIFICATIONS —`,pax j '609b CRUSHED BRICK ' "1v z�-IP �P-��olo��ru•+ 3"y Q•w. s7M&L-�sr ��1TRY 510 .40% SCREENED CLAY - — oN bXTE1'tilaR ">MISTALL BRICK OUST 4•DEEP IN INFIELD.-_ o t— n� O . ,11 77 MARKETEDCORONAS CLAY DUST' OR (APPROVED EQUAL) 8Y: ;( � ppoytofto� • Ste• v GTE VAIJLT- �IeIfY L.cc-ccIN FIEL1� 914) 737-5"7 �VI0E 21 a*OU17 SLEEVII� 1=MoM AAU L-T To 6Z)O' STYE E � �'�i�I N6.TE f "nRE Sp-RACE CONN0CTk7g8 SIEVE TESTS AS FOLLO S: '• . I�6'TElf� CITY F•ZR MIN. 95% PASSING TH UGH 915M STD. SIE -_ FUT "M'w TRACT MIN. 65% PASSING TH OUGH 500 ICRON. STD. SIEVE 55/ MIN. 30% PASSING TH OUGH 53 CRON. STD. SIEVE , 1.��� - DD �'(�IP� IN I?�CII� LDT .03 EXTRACTABLE C ,LCIUM BAS DON DRY WEIGHT AND ' P�i� C I tY 5T UTILIZING 10% OF IUM ACE T TE EXTRACTING SOLUTION. ' PLAN VFW "x4KM �b rhTGM ' ItESTIt�+ ll�•• F v✓iuc4xK•>ScK�K r• sL.Ur+� -` wort sioEoN Y 9w�.'TYG-µL���/.pSRaL.Nr.•.Jy � vr�r••yYc+c. Q� 6W(tx e1111 �nwI�QV° N •wooeaa - r 5 I ll S awasbcrc y' �•I -- s�►�.ct*r v L r� �lzgpo�.rc. c.-w ST1rGL CANE Iz�sxiz�' _ Ca1.LS�l. KENYON' WAY4. FRONT ELEVATIONTTm wv1 m MIJIsN cw•ue �• - __ I. ' _ �w W 1 xl rc nol,rs e.�n a+•1 tis. I s•e1C• •♦ Emmons A R ��L.� p a -STEEL_ 3x 3 x 1816 f b5T-W ELO -*4 arts q !...pat Ao sm2oTH, FILL PbST �NZ • L'.+ Ir _ `� ,y _ " �P 3x Ttei3 c•grtE �.l q'-o s, • • �ti N 1 >� VT ��04 RECTION % ' C o_ Q" Ix 4 Ips rn r rlsr+•tNs s wo 4 PoT b" . ... S s'x�' H�•vY ar� 2xG lion r2� ���ft,u►lc5 — f T HNce b7 T lam( S���T(I e o COTToIN '�•CH -S ToT�-/I°t75T> w� Fl6tfT 460-W rIMJ"tE 'x ►.1onn r�1�70 Mid i I lWl.' �'CO'T7�) SERI .1 - - 2 CLU •E H - I x4 Ins CII•. versTlu►�-w>E Mr►e�w� DETAIL P ' I''3 ° -G° • p TRASH ENCLOSURE W/ GATES NO SCALE A • ..�i5' , ; • � - _ II ��,, �-,' I� � g I w � ANG• w�.K amu. >�� _ _ - �� 1 121 ;�.\ GO I.IG P,4� 5T>a�a�T- /IDE 2 cc /ml �tl Jh' � 'S1:EEIlIt Ffi�M �-p6 5� GNASE To Nc, ;�p d 'THF- �O rs -r LI N� � F G -}�I?/44,• DoCONSTRUCTION LEGEND R-171 •, J f I •'�i ON rOWe, 4_ C2 i�f rum - _ SYMBOL DESCRIPTION 1:, � � \�� '• �wA1" pi�.� I� �idl.� AI�' Gj Ila E, • _ 1.1 I-11' r- + I , LIMIT OF WORK TYPICAL .. � ♦ pA�� t�r�-o le>�sT� racy � —1 �� elv�.l�.�+�c�'� S S2 _ / I A ASPHALT PAVING SEE GRADING PLAN } CLS ER �E'%ZrRf PL�(Llri.�i M 5 A- I- L�3 �1I�trJC/ ri4� ` D (� i , o Z _ - ..- ST -ONS' L O ti l �1,. _ _,:., ® - >. PLAY AREA SAND SEE � a - ..,.� _• � ,p � • 1 1,0M Ef5) 6R,*1�I ITE FN�D � Y ,� 4 4 . '�7S• I rim I �.' � bI � 1,_^�✓✓ L -`` V �� �� + L-2 P LIRf3E 1=ITT�IE S CLUSTERS (2T-oTAL) � •• - M � 1' ':,: ,, � I 1 .�.T1� I O � ING pl„a•N �LE�/p•TIvNS s WIDE CONCRETE MOWSTRIP, SEE 5 Z 4 o cv c, P/� �l.L 1�IcI�IIG TALE 19a•iD'3. O 0 CONCRETE PAVING, SEE G SCHOOL. SITE Q + J D ALIGN, TYPICAL 2X4 REDWOOD HEADER O Nord• ry W d Z = . TYPICAL. WALKWAY INMRSFCTI ON SHALL I4AV� 51_011 �.•I(J(jL� �,,�2K - C�-= BROOKS BOX NO. 2424 W/PARKWAY GRATE W E- / RADIUS UNLESS NOr�D OTHP-RWISr, ON 1"I-I'IS DRAJ41NGt. IZOp��.' LINA __-- __------ --- AND 3"X5" STEEL THRU DRAINPIPE, SEE $ V41M WALK SNIAL 1, HAV5 CONTIZOL, .JOI Nl c; A� L I M I T OF k/OFZI� — -- ,GTE UTILITY SLEEVNdG• TYPICAL , N�G�AIZY PSR j�SIC�N, EXPAN'5ION JOINTS AT Ct4 — — / IN DIR�T1ON OR Z+I O.C. tv=. IF• E'I'+A''u+7I C.�1� fa lci NCS STALL A�1 2�- 0�TFRt4OTES:-'WALKS, MOWSTRIPS, PARKING LOT AND ALL HARDSCAPE EM HAVE BEEN COMPUTER DIGITIZED AND WILL- . .. ITEMS L BE �tiIGTT� MOW- LOCATED IN THE FIELD FOR CONSTRUCTION BY THE SURVEY CREW. I 81K� lR�+G z H �Gl✓P'TA.GI ��� �IXT�e UTILITY PLANS SHOWING CONNECTIONS FOR TELEPHONE _ : _ _ WILL PROVIDED BY . . . .•.•: V BUIL 6ER ICE AT RESTROOM DING BE �oI-OII TEMP RRAhW ?��}L I ty D — _ _ -- ---- --_ 13ENERAL TELEPHONE O O RI=,J J� H � L _ _ _ IM+T of hJoRK • ' ' , �►� .. . � C '• • • • • . : � � � , r� � �H �} Bax n E �•lK�, 11 - __ rTZ"ES E SHEET L-5 FOR GENERAL CONSTRUCTION NOTES. ' SCALE 1 40 . . . . . . KEY MAP L-5 �Ru GURU O 2M•W .}1..,. . r • • �-- .. . c��s� • D � L.IGH•T i�IXT�I� � - ... taw w 6 3 /<' - = R E V I S I O N S FOR clTr USE ONLY �• ` _ € \V' DC O L► 3 0-4 Cl�t`IC� �P�7 N 0�,�5r� f P - = DATE DESCRIPTION PROVED INITIAL DATE `I �D��` I _!. _ - - - STREET Ln N I . « ?_' _ DW 11 I WATER SEWER \ - R a DRAIN ' y lf! \ - PZ7C7 G 0 TRAFFIC FINAL CHECK RW 1�•�COUf[ rITNs c1.Ll. ¢�' �� ,. `'�= 4 ' AS CONST. + �s�T fi�.J �LOC/► (/J' A _ �rsr• law et)1 e e z • . � ���� Q)�� - -. -" - V IRG fttvtG ,` `,, ����( (y• (�+ p� A k f _ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE - �'� �`' SALERNO °� MAR LL �•�. - T s. RJM INITIAL DATE s"we hw "" E • 4J::; :, - . DFSIGN GROUP ORA" PLA WAY :� a / PUPINIM � �►n AWHCIT.CRmi SEE VICTORIA VINE ARDS NORTH CHECKED I . w t r�w AM/wRMt s �0.0rw IIMOr1 TRAILS INFRASTRU TORE LANDSCAPE NAME is DATE c4j 11 �ao�t ry� = LICENSE NUMBER FILE PLANS FOR CONSTRUCTION IN THIS AREA. = 0a =p •`•.,'. T - CITY OF RANCHO CUCAMONGA • 1 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION • - cob �•bo+-+� PRa,ECTNAME KENYON PARK • • ' d PREPARED BY: `° ' • PREPARED FOR. VICTORIA VINEYARDS NORTH C !:Sb G1.d1�f" t.0 SHEET TITLE /' i1M.ltl.� Nt.I6F�: to 0 WK 105-M CONSTRUCTION PLAN 1R41N r- CA 14 S��-nn MORSE CONSULTING GROUP APPROV APPROVED LYON �, _. PLANMNG •ENGI •LANDSCAPE ARCHITECTURE o 1NST^LL r11•N1�� fiQWP1"fE1J1' 1ti✓kjCi7I7 SCREWS DATE/0 )y Y ES MANAGER DATE L• CITYENQNEER 4860 IRVINE UIEVARD, SUM#201 J7_/ o TAT kJ/PN�rvo- F GTT R�'r�T�. IRVM CAUFORNIA 92714.1299 t e W I LL I A M LYON roml&awy AE STET of(714) 730.7117ING OFFIGAL , b 12 DECOMPOSED GRANITE PAD/PARCOURI 9540 ARCHIBALD SUITE B ED oaJWnNc No. jigil RANCHO CUCAMONGA, CALIFORNIA 91730 DATE CITY PLANNER w W y M hbTE MoN moLIN FoIQo_= mccL L 2oloaC 7' G IRAO. u L rpl m�^I NoTE : SEE EFQUIPMEh1T fka �I� To CONST ISI J, 50T. L-3 �o�"ATI GRI LL . II STp�-1, ICER 5CHEDULE , 5HT L-lo g 5 ? LEGEND: fo tR, mX.I_ TIONS o� h'hN u F�1GTU R I ECaI`')M E N O^TIoN�, - 5- I fel 1�d.JI%ITAI rJ F C Rc-kc, T�.E F^05 �b IQ Q2. MOS, ?0-X F?oTATI N6 O�I EN rATI� of= TSL E 5. � GI�Z I LL . jr45 IT-I-I- I I I ' __'. CONCRETE PAYING, SZE DETAIL C, SHEET L-5 M�kJ FAGTU i`�RS 1 D WILL 13E 2. CONCRETE EDGE AT TOT IAT, SE7r NAIL A, SHEET L-5. cots 71RoL.,/Tco l_� J00f T, -TYP cor-tPL�TE►� el�l�z.En t . : .: • . • . . . . I L ,-NTE ro .IN -tHF, 1=15L.t� Fof, c .• o j: MEN TIc 1S. Mo�,IrJTiNG I -_ ®.- _ ' 2 r+w• 0J Ick- �,t�TE Jc75 L15T 1�Ict�l IG H EIGHT ztll (�Tjor*l vF ��/ 3. REDWOOD BENCH LOCATION.SEE RECOMMEND SCHEDULE, SHEET ICATI ••t-� � cv�� � � �-�� ���Y CONS-rRuGT�O� �� T'NE ��'J�'R� _• �• I-rte II ,.. •.`,s � J � � O "'�_ INSTAL!, PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. Ir wv i T- yIMl11, itJl� surivEY crz ,. - • . I •4 4. CONCRETE FOOTING, 2000 PSI MINIMUM STRENGTH, COMPACT SUBGRADE ® 2-� QLlI G� GRE1� �C TO 90% STANDARD DENSITY PRIOR TO POUR, TYPICAL ALL FOOTINGS. S I-or f�D T-ON 51�u RSD - - � ' . � -• • � • ' ' ' •• • ,�'I l ty. M ori E L '�' ►-.I�sTE CoN�.I l� _ c-oLA1� 7 __ Z,I 4"x4" ROS REDWOOD POS S( par corner)SELECT GRADE SEE NOTES FOR 5. POSTS(4 ooraar SE C 'I t 1ATTACHKENT TO FOOTING. , ' I , • ; I I r LOW f='RoFILEI T ��uRE S 6. 4•x10" ROS 11 D.F.B?:AMS NOTCH 4"x10" TO RECEIVE 30x8" BES'!, ATTACH • :; '•. _ _ L _ •.. • • _ _J L_ I �G N l�'��NTF� T� POSTS WITH 2-7/8" dia. GLLV. THRU BOLTS WITH MALI�AB7 : iIlASH1sRS(2 aa.) � . . .•. � ' - '�-' ' •• II`L51t���N�(`�F-��� TO 4"x10" BIyAM. ` �l -off .` •• •, SI-� ` . 3- poi ' 12111 : 777 . I T G{-IEC� TO vcl ? MACHINE BOLTS WITH MALLABLE WASHE3S.2 PE.t POST. / 3/4" c�►I.V. x8 ROS 1 D.F BEAMS 2 PAIR ATTACH TO POSTS W 2- c� • I � r•tl��w� �___ MIN. - •s I 1 C�L11cK CIQET� T� t1 WOOD CaNNECTIONS - FRONT v1Ew 8. 3"x5" ROS1 D.F. RAFTERS • 9" O.C. ATTACH To BEAM WITH 3/80dia.: •• _ I :. Q r• �,'' •• •' I I •' ( I •, , f�ryl C ��,,d�� 7" LONG LAG BOLTS AT EACH CROSSING,(4 per RAFTER). w • ,•• - •• - I I _ • I I :,; ,(J� :�►'1'� � Ilii 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 • � :• .� I Ni I WITH STANDARD HOOK)LL . 1 '• :w G4 11 FL '� �� 10 GALV. ANGLE IRONS 1 - - - -- - - -"- I �W tquI�1` ' s f�ON , /4" THICK, 4"x4"x11-1/2" HEIGHT (ONE PER POST) J r S �u L • . . I s WELDED TO N _ - _ _ TOP OF BASE ON INSIDE OF POSTS AS SS�OWIIf ON DETAIL. . - - —--- • - L� '0 �•0 (GE I g I I�-r-t w w 11. 4"dia. GALV. RU BOLTS WITH M ALLABLE WASHERS (TWO PAR POSTS). ` I i� i 2 MIN. I �iLE ALL BOLI ENDS.FLUSH WITH NUT • 51 L� J/ '•�t-•-I� I{'"} ISI/GXG - � ro - T 12. 4-#6 GRADE 40 STEEL VIL2TICAL REBAR EQUALLY SPACED. • • • r• T� �y W/ 1L\ _ ; '• I L.w M C1✓NTMRE� IN GL4I WITH _ 13. 6-0 GRADE 40 STEEL REBAR TIES. FOOTING SHALL HAVE 343 TIES WITHIN ♦ ''• «� Co�, 5L-�b To ' - (D W110 1 r I L t4� r� 'UR � s S FIRST 5" FROM TOP OF FOOTING. REMAINING HORIZONTAL TIES SHALL BE •• • _ � , I LEt�1GTN ALL_ fgcN IG H t-,YE Mt�l co1�••ff UTSR u �rlt�•} z1 MIS. 12" O.C. SPACING MAXIMUM!. • �u (o _ '.: • *. w CQI�G, W/G>KG-4/� ITIZ�t� f k11LL �E LT�t� IN THE _ s 14. CHAMFL�R AT TOP OF ALL CONCRETE FOOTINGS ALL FOUR SIDES TYPICAL AS • � • • Wt..1 M G&ITEAED I4 5LvA . f I EL b FOI`Z c 7NsjRUGTIoN �y II 1 M--� T� Lot*-N eicv&. "�• a*4_s7DIMiA'NSIO�TED, SMOOTH TROi�L FINISH. • f '._• }�l, N FOR, CAG L 0047la1� O� Z'MIIJ. NOTE: QUI I•� Ct`�ETE I�IQ.000CTS I'�1obEL I IrNGINEERIf� SURA`( C-Ru- .l R,rCAIG tx �� 1. 3" MINIMUM CLEARANCE TYP. ON ALL STEEL BLUR. F LAN c G OfRtENl?NT K I Or TP$LF_�• 2. MINIMUM 2000 PSI CONCRETE FOOTING. - �•TE �N T�.I Nt��oFl E TtJ t�.�l. �� p L�N T�� �T Fr,,l LAR L �P Cl 1 3. STAIN FOR ARBOR STRUCTURE SHALL BE OLYMMC SOLID BODY \ � SINGLE PICNIC TABLE P SCALE: / • _ �- � A DOUBLE PICNIC . _ ._ . (BI ® wooD CONNECT - SIDE VIEW SOIL BASE "RUSSET" COLOR AD s 8 , o OU IC IC TABLE PAD SCALE 1/4 1 0 121 Moul�Tlrl� HT SE,E tlJl .ScH•, "� SHE•' -lo. 15V-F- SHT. L--2 L o&AT ION FTd ell -x• I S 30 AND R�1NF: I� - Ft o&ce >a t-4 - LG�.� © �- 4 14 3�I+ E3�lsJ. �tJ- 1� P ° Q QU lc le c L 5 Motel_ �� W�sT�. , 4, To MIN o� 2 _p � II II c coNT�NER 1�/ L-okl 1''f�oFIL TOP -' T-u - X84,,, CL.01�J GaNG• �A°a/1 3 5 Gi✓N� MING • / �! oAW coLOR. ATT^CH TOf� TO �ST� 1 1 CMAM�EIt N.T.i. GoNT�,t N ER WOKA•I IJ >�OLJNTED _P l t�Sl D f_ - /� 31C1.R W o>, - . • , ' • of ccl �.I N e FZ I R c�1tc - G Ml � �, '� F\ 4 - 4u d 404lc!:;k o a. • T tJ �'�' ' Q . . Z . ' . ;• � T-bIG' -t,-J°T1-• C1Yp) s�� �I�`'1EK - �� C � \� ,y� - _ — � / \ 9 N dJ �l'I I ilI v a r— o S!,NEVuL61 5 NT. -lo p =:.J I o OC •• - . - �^ car-►F�cT q Rer�e Tcn Q � 3/ie'' :�•�'� SU�:�E C��M cP I�IN = d Q ��� 2'••• T17 �1o90 To ��'_IN CI" NC. - L I6NT t�T oiI%,I g II 3�`p C �h 11y o3 F16AN W W . ' , . C�� �-lYf. _ Twa G�I�ITI •I_ - WALK DRAIN _ z NO SCALE G WP�1" . I al ►�ecTlor`t wIT'H �� iN pcf� SGT • . S _ NEER 61 K!✓ Tir�btcRF�a+�+ '�1Ct ' W . per, LOC-I'14-5I 'Or` CO� F)"C ` FSR C T EIS r v�NT of 1 - _ �-- IN C HC. 2170-7-C t51tSE. M4 Cts INSTrLL • FSP t�L +- ` � m,wu>-,°c-TLAe^`� U6H'T 1IIT,�r1 e Rs, _ CSI?. 37t�Irlhlrlsf �IJnI�JN. C5HE�T L-2) 1O '-o' 10 , I_ II TZECQ`IMGNt 2�od Cbl�ol�: GG�IGG • hlAl-� SEE .•.,•.•.•.•.•.•.• _ l co I�sT• f oL AI MR Bxo ,cT -7 OO t P�''�tf P L^N �F�!� ...... ' � ::. N • Cod >r 11 .IR��Tor1 ,5'L 121` 5EE Pr�1NK1N& FOUNTAIN Mr-TAIL- F-, THI5 . " S _ SE '' i- 5 HF_FT SCALE: 1/8" = V-0" I LIGHTING DRINKING FOUNTAIN WASTE CONTAINER PADS D 8 _ C� 81KE / FOUNTAIN/WASTE 4 O }2pG•K FfA D. 5EE 1 +�' ' — Id' 8 T _I L�+NpyAPE Q�NS v.Q IIi — O •• 7 : i .. .:+ i'• 6 S FOR lGl'ATION. t LS R&if�RT RE Fat, . .. 1 3 ......'.' .. ......... ' t�T1oN5 -MINIMUM DImeR5j*Ncs ZHOWI�'. ar walk- ': :: :: BIKE RACK NO SCALE H t w.�+r• ^ i rlrlrs+l Erase 1 2 -1 # `:: r I SECTION I R E V I S I O N S FOR CITY USE ONLY a.r1r h►unruc Nr-I ' ''' ———---- 44kX mw rl'O IJMC 41R�-r Lr10 G 1115 b(1i1D ^ r X11.1 �,���� —_ PATE DESCRIPTIQN APPROVED INITIAL GATE 11111I ' 1 • p I. I I I I-8 RE�i$ L- 1� STREET fill I t me- G'1�-t *tare �I' T I ..... WATER SEWER a-H41� I+�%TLH Tlof ?�: C� �. �•f-� 9 GRD & DRAIN • Tr t • .. • •; ' CI41�• � . I ( I I TRAFFIC 12 IL . i • - i•::::::::•:::. FINAL CHECK .. . RW 13 ::: : : ::' I ! ad•a-o aaI••r. p1' - :• ':- :'.:.:.:.:.... AS CONST. +_ SUMP DETAIL 1 3 4 ::.� FRONT ELEVATM PLAN VIEW .•+ r•• : : +.............. ;,. w� ,�',,,�6+1Q 1 4 3 SIDE ELEVATION 3 11 I II 4 ''''''' ' '''' '' ' THESE PLANS WERE PREPARED BY: FOR PRIVATE USE DRI TYPICAL DETAIL I,3 I , o �b = 18 - „ n DRINKING FOUNTAIN RJm INITIAL GATE • AN DESIGN GROUP DRAWN e� 641*14�1146 `mofloot"s - RETE FOOTING 1":1'-0" NAM ,A"...""�" MLAPOCISCAM A CHECKED 4 1115 T><Cv11sA 9f9�rypo{�;7R F. LICENSE NUMBER FILE m^a-'AAM "JBIGIII"" ""�'� "`"�'"" ''WOOD OVERHEAD ARBOR SCALE: AS SHOWN F wrM� � "" � � CITY OF RANCHO CUCAMONGA I el _ _ r COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 8 � RT Nm r PAfw a«.•�. PROJECT NAME K E N YO N PARK _ ' PREPARED BY: PREPARED FOR: .. VICTORIA VINEYARDS NORTH SHEET TITLE 1 �T CONSTRUCTION DETAILS Tog mvn&N ?ao-Ls A SECTION 4'-d MORSE CONSULTING GROUP APPROVED APPROVED PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON GRAVEL DRAINAGE PIT 4860 IRVINE BOULEVARD. SUITE 1201 �— DATE ,o K Y as ;"S MANAGER DATE CITY ENGINEER IRVINE, CALIFORNIA 92714-1299 APPROVEDV�'I L L l A M LYON 4�n rr� r a,�� (714) 7347117 j f L=,� OF 1 Z Y DATE ':J .- ;'% BUIU]1NG',OFFICIAL SHEET DRINKING FOUNTAIN 8540 ARCHIBALD SUITE 6APPROVE / TOT LOT GR VEL DRAINAGE PIT 'NO SCALE E RANCHO CUCAMO HIB, CALIFORNIA 91730 E / CITY PLANNER DR"W0 1GNO -•�-�- II II e x e ELECT iREOkICOO I POLLAI (c-vft) TSF-&•T W7, C*s,T5 �- THoMP150N W-6%Tt�RaSE^L N� suer ro Fri- 1 lM Isslo�N 7tT-I;P�" I Irl �} ; =4 •I GHAM (45" Tye.) rx� jAL,A4RGe0 Pr1 Tr• HA�br L13CATI ON "AI<w eEL.ow d- f ;_ d �I�H S� •11,we SUr�C>✓ Tent a• III io F--TRIG--� .IIt.IG to W"-Ov w/ KENYON PA K I P.,��S/Q� _ �'1��� /1/f/y9E I ITY OF RANCHO CU AMONGA t`. - ���b CO(� �N� C�1ERT'Ic�L SUIgF,ACE ";;• Ci,3T-I1J-�I.aCE CbI�ICfQETE Ir.laLl.,. �E �NT� To r-1r• r �� �. 1 � I • 4 t �rTEreEr� wll�, WAL�,s N LETTE>`i3 T� —— — — — I^TTeR AT THE 5� . �'Ltr \/AT I o �LL LETTERS �t::> Iq� c� ," THE �EN05 Oft T+IE FRONT- 1I_ r40HUM�1T 51614 �F�'►11t�E t es ti i 3is1 x G'I x SII x 3' E poL.T Ti4RE E.1� INTb k �— �� J90I Au., I c `AUlgm^cE.5 �. *rilmRITbIJIE1 14EA>bEt� I GN W/ 5A'le 51 Z.E L`f E bOL.T 51 E igR,a►. 6IeEE N >tk i T4 �. Tb R HE,P+ID SN IEL.I� IN �I�Ic, GbU.AJQ, op aF cak. ` TLXTUfFSO *JRFACI< ISE � "-LL C1 L.Y,� el•+ol N. y%F T 4� f I�Ep by CIT`( NSE= �'Y�P�d-15 lAtc_'K g16N ►�i�lL FINI91� 6R,•t�E GprJC I , -=/- Me � AIDE Or laO co IN Ljw �ITIf ` c�_` f°�►J� �R'LYuRe�I- LeTwft (VI,Rzft L) � T p • 1 G frWN FLoI�J T14 FIG ?,+.t1 MAX MET I,,� I � T�xTURE To Ise , f1aCH I�T>S�T. d-ol ' t .Q! d; r`•(,. (9�1lI�MF.J`IT ' 2-4t4 C Ise O.C. &"ri LINER Ta C MI-Lt,W CITY Or Vf EC4Airi AOT Mar w RAAL—Ho CUCA(`k7P+91� '.1t7IMU1VIT'r ci- IcfrE eol.L, ;.. + °P ,,�R o Newer I NOTE N b•c1,1�•heal. 11 1 $ -*4 �rTE� 1>U. T 6R�11 u SN X All `3Q. I` 1ETn1, 5I.EE�. N..LOIrJ 1"11 N. / I I — t�1ENSIoN5 AFc E^4cPRo)CI m^Te. 0 1 1`? T•o DE TAJ L B `�'IEET tom}Fofi Ply vA II E�Ct♦ t�Y 4:17NT1P 2710fQ1 Ta Pft Ace N-10P eEcTlol,4 F-LEV^T1oN OF ECJ RY CLEAR�ICE oN A4-L 51VE5 DeTweeN / t�l�►wlNts. t"I"M T. T N�ID el Um 5-4 00%9. 11 1 �, *I+I7.fL��R•G I t�1rr+O1 f�lS 5♦.�lO�I a��'tp� a71f6.N hW.L is f'Fle 1 �+l�.ul I.��bp I M 1�•��I0t+5 �p'JdQ�E�,^m01R0XI T^Tm. x A.rU,kw ENC NCEA. M--R K �v og05- �„OH I I1�10► \ 1b rrtv,vew &&I �„PAPPW IN w*A# t T, r4 A a ALL 3wAIN6�E 5URFi cE (E.xCEPT' 11� TIT 1=eo �4 �� i••�/91aGN LETTCRS T1 Imo' - ? -tai• Osseo,mss, l�'T'1eR� Ts<acT�.�eEn U �' 111 GII t 1p-1'E bd,l. 05 MUST eF- INSTALLI. t� W/ 4'-CII +rk' to s Ke1 U 1. ��-L� SN�LI. BE }AINT'ED W CL EAP^NC E r5Er1 F eH T Hem IN THE 01QECT1o+4 T ���T ! O N OF T1�F 1C . i°�"1ER tTpNEI GOI,O�R,fti-� flEI6E 0 288 E REMOVABLE BOLLARD No U T - SECTIO E TI No SCALE (BI MONUMENT SIGN - PLAN VIEW NO SCALE C NOTE: NOTE: THIS TOT LOT DETAIL IS TO BE USED FOR LAYOUT OF PLAY EQUIPMENT ON L ,c-,c-� �T L.2 z�' 41X �1 ��, ALLOW A MINIMUM OF 8'-0" BETWEEN AL THE CONCRETE WALKS, MOWSTRIP, BENCH PADS AND OTHER HARDSCAPE ITEMS ToT �IINO �o�- p �� I�►-o, lypl ' TOT LOT PLAY EQUIPMENT AND THE HAVE BEEN COMPUTER DIGITIZED AND WILL BE LOCATED IN THE FIELD FOR 2, ��, , Com• (ADJACENT CONCRETE SIDEWALKS AND CONSTRUCTION BY THE ENGINEERING SURVEY CREW. SEE SHEET L-2 FOR,, . CONCRETE MOW STRIP. OVERALL OT LOT DIME IONS. / h MMEN� UM PA1.1, WL4N AJZY NZOUNP IRON MOUNTPJN �iC� 3, 'A- / �Y 5TKACTUI�. F41 4� <� �� / IRAN MoL N TAI N Fo1� "KID E50 I-OMS' T'1ot�1 EV I res Tio1J I`oR rLEMEN TARP FLAP 8TR\LICTjRE. . INSTp.LL PEt2 •��; - T�Ll:P�IoN E ,�Tu� caul 1= caNMJ c WY 07H�. / aNIJF�TLIRR� F' DOMMENf�°TIoNS. i 43 /y L Mow I�r N 0 SIM. 1 M IN E• �� PIT � P � �� ,ALL �y, �sTE COI41T°dt4E fz a1J a t�W S AW-&-Y F14oM Pl-AY ST'RLICTLJ R E -s . o+ cork. I9'to, sl M. D, �99L, ht:•• I_- O ' PMEN T 4 HT1 N6S. CZ TOPI TOT SWING W/ - 5HT L-3. SEE ff"II'MEr1TAt SUDEtri. BEAM 1 � LE9EPIp, SI•IT. L-lo. CC 1 „i! .o d J Z� •91 Imo:/'+• ,�s.V WTX Z • �?� i CLATTER - I OU •.4 N f'A, TIRE �,L-qE*44a)' Q w , a 1 S " _ I 4 ►"0 1SID My�IFICD c ON 0. u o� Z 1- -1 � ToT TWJrGrJ - W I I CHALLENGE I r I'I • W ARCH � � I N•�Ti4LL �'� \ a,, I I i I l =s t MITI o �, I 11 DOUG 1 SAFETY NIM WAVE / L_ 9[ REDWOOD . t' �J + Z� - :ALANCE .� / *� 9 RTRFJC 1 • OEEI/11AM1 - -41 %" / �p;�l� FI� �l.�`7� L - 1 . _ __ -- _ - ./ TG r��,�1 c� hastity Nadel No. Mscriptia 1 l Mewc-LA �I15y �IL4) f 73-02-1-N l0'4' Tot post w/c -sten► / M- f� ` l 1 73-03-1-0 13'3 Stanlard post r/cap--steel Y =` a 417 I� "�) , �` dl� `�^01 \\ 1 73-16-1-N quare vinyl clad steel dock-so posts dlp s ���� �� ('2 w ITH �I LIrvp PT '+ 7 73-18-1-N Triangular vinyl clad steel deck--no posts 1 74-01-1-N fire swing Wbeas free standing--no posts • 1 75-04-1-N I1' Double wve slide for 64 deck--1 rail assembly 811_ II �•�/'I V I"i�.(/MM r I�75-40-1_11 Three bannister slide for 48 deck-2 loops 1 75-41-1-N Sliding pole for 48/64 deck -1 loop — y 1 76-I1-1-N\ Arch clisber for 32-48 deck - z loops c • " t- 1 T7-01-1-N 12' Challenge ladder - no posts 1 d:x �G� I . . 1 77-02-1-N 12' Ring trek Z110 posts � � � 1 78-06-1-N 12' Clatter krt1-Tosyl clM , WIT" �I N� � RESTROOM PAVING LAYOUT SCALE: 1/8":1 a-0ei E 2 N-Wl-N tight br ably tail PTL.. T 3 NOTES: � NOs �pp. R E V I S 1 O N S FOR CITY USE ONLY 1. ALL DECK HEIGHTS ARE FROM GROUND LEVEL. ��� 5&2-�1 �� �y N> IN tcOt IJdT AF+,�,h • DATE oEscR1PTN�nf APPROVED INITIAL DATE 2. POST ARE INDICATED AS FOLLOWS: - �� �� TOTAL) � / 4uantity Model No. Description - - I I STREET SHORT_ POST (6' 7j") = S ` / / 6 73-01-1-N 10.4 Tat post N/Cap--steel WATER SEWER TOT POST (TY 4") - T ` ` .p-- GRO 3 DRAIN 1 ]3-03-1-N l3'3 Stallard,post r/c steel ALL UNMARKED. POSTS ARE STANDARD (13' 3') /�, - ' • / 3 73-16-1-N Sguare vinyl clad steel deck-no posts 1 74-01-1-N TO/FRO wino beat for Any too swigs--so posts TRAFFIC POSTS. '� l 74-0/-1-1 Tot wino seat */vinyl tial chis FINAL CHECK 3. IF THIS PLAYSITE MAY 13E EXPANDED AT A LATER / 1 75-o2-1-N f' Double slide for 48 deck-1 rail assembly q yY 1 75-30-1-N tunnel slide er 32136 deck AS CONST. TIME, STANDARD POSTS ARE RECOMMENDED � ! 75-40-1-N Thee bannister slide for 48 duck-2 loops THROUGHOUT. : 1 U-02-1-111-o6-1-111 Nioylrclaladdeirtota U dock deck - 1 IsW 4. FALL ABSORBING GROUND COVER IS STRONGLY V �r 1 76-13-1-N Vinyl Clad St to 48 deck THESE PLANS WERE PREPARED BY. FOR PRIVATE USE RECOMMENDED UNDER AND AROUND ALL PLAY 1 ' Curly �-------� ! ]8-06-1-N 12' Clatter bridge-vinyl clad steel EQUIPMENT. 12" MIN. DEPTH SAND USED IN THIS AREA. +«/ I 1 76-04-1-N 1 Section rNroo/ balance beat r/posts R INITIAL DATE 5. ALL POSTS ARE ON 4' CENTERS, EXCEPT OVERHEAD I ------1 , 1 79-15-1-N Eight bar safety rail DESIGN GROUP DRAWN PTB %' 1�1s7 Thr IIIA• S SPBCIFIC7►7'ZQiS , esAtvrtsNc eavn 1.AxnscwrE AACHI]ECfUAH CHECKED S EVENTS, BRIDGES, AND SWINGS, WHICH HAVE POSTS M R S CTUU ON 12' 5" CENTERS. DIMENSIONS AND —� NAME SPECIFICATIONS FOR ALL COMPONENTS CAN BE ALL SAND TO BE WASHED PLASTER SAND. SAND MUST LICENSE NUMBER FILE FOUND IN BOTH THE KID-BUILDERS CATALOG AND LA, 5MELcrR,I PI�oDuC75 MoD51- 7�25� .f 'I-� CONFORM TO SECTION 200-1.5 OF STANDARD SPECI- ASSEMBLY INSTRUCTIONS. IN THE EVENT OF - 51�11NC, 11�STal.L LIQ f'r1AI�lLJFp(-Tj' ;9IS R7=C�7MMEIJ- FICATIONS FOR PUBLIC WORKS CONSTRUCTION. CITY OF RANCHO CUCANAONGA CONFLICT, THE ASSEMBLY INSTRUCTIONS SHALL -jpl�S. Lo:�^TE cEP T7rK (9 f�II C5NrIQ,IaINT, COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION TAKE PRECEDENCE. . PROJECT NAME K E N YO N PARK i. THE MINIMUM RECOMMENDED FALL ZONE AROUND � � r PREPARED B Y: PREPARED FOR: VICTORIA THE ENTIRE PLAYSTRUCTURE IS 8. THIS ZONE CTORIA VINEYARDS NORTH MUST BE FREE OF ALL TRIPPING OR COLLISION ,. �` c�NC• -TOT Lo T Ct�rr3 � , HAZARDS (I.E. TREE ROOTS, ROCKS, BORDER L'�i �-. ' SHEET TITLE MATERIAL, ETC.) A MINIMUM OF 12' FALL ZONE CONSTRUCTION DETAILS MUST BE PRESENT IN EACH DIRECTION FROM ANY +" MORSE CONSULTING GROUP SWING BEAM ALONG THE SWING PATH. APPROVED APPROVED PLANNING •EJVGINF�ERING LANDSCAPE ARCHIT ECT URE LYON --� 4��Xk7 d� 4860 IRVINE BOULEVARD, SUITE#11201 DATE/O COMMI]i y S WINA ERS DATE CITY ENGINEER TOT LOT/PLAY EQUIPMENT LAYOUT SCALE 1 i8� = r-ow D IRVINE IRVINE, (7 4)7°341172741 ' PALM DESERT ' WILLIAM LYON TTl 14�,T� / APP SHEET L-4 k F 1 Z 1 f �f DATE Q � � f3llILDNVG OFFICIAL — � -- 8540 ARCHIBALD SUITE RANCHO CUCAMONGA. CALIFORNIA 91750 EROVE arY DRAV4MNO. tl'9 N `'CURB PER 5TD. 3034, 4 2) '4 BAR ZA".LONG COACRETE S%40 � sY5' STEEL THRUOVER DRAIN EL. 1=-1MSH -Mt? W i t DRAIN Z'(MIN) CaJG_ IALk mblINv WHE�Mt 4r r :J; �• TEEL ' uz - ColsL -TE .�Iti1G I� E C 1~ � To a�'�wA L ly-� ��I 6h tcw��TtiJ !R AY"ATE '' _ r 5H F_E i.A��A�� �; /"MV1/ �'-�1{ '� r.-uc� S" B '�Z" :L.A. � '' r L 5�� �LEt7 chl ��►C,/1C SEcnOW A-A �I TOOL.t�KOINV I L6 l " TcoLe dill TcoLet� ��s �� � PROFILE � 1 l'� n u �-' CURB CONDITION G�dc. I'�I +010c,46 MR, 14�.l�IUS 3 x2�I i'171�1EL 60 o.c. �.Tj"L I' ` j , SIDEWALK m 11% t7� 5TRucTL.vL. �rq. WRt°'PPl7 OPIE s1c7E p II �..� 8-1S' STEELTHRU • PER 97D 5!0 • II I I I I I ® C-1C � '�f{ e - I��� 2s w. ARAUV -+ • `✓ I" _ T�rRF ' COVER MAY BE PRIME Z• MIN. LX 1124 BODY PAINTED OR GALIMNIZED 1 4" �� I I � IYT 21--10300 AS REO. x'71 �' . •• •' •, j• .• -. MT.-PER I2'-Bo4• Com 1424-IOB fRAl1E(OrT10NAL) s I I _ I . or • - - r. � � � �, I Irl � -� ♦ III-� ` \ �� 111 DV VI � II SIDEWALK CONDITION Ti %4 II 1 SuC�s1E '_ '- •.. ' 'b, . I CortPNGI�.a s C-,R^De u (PROFILE) T� 909a rI .. _ o•I I #3 � 0.c. B WTD tallel N• I' M a- goil�, C-�oLoay o4o ST�UCTuK"-NL 0 07 d • �I tJ E�I� I�`�oTNE12S. : III ,I 3 CONT. t .� FRAME `�,�:-� Lc�.TIoNs oP 8o'x�S �- t�•l�1�'I� TYp TaOl..En 4JoINT CONC. EDGE @ TOT LOT SCALE: 1" = Y-o�. A `BROOKS BOX W/GRATE & DRAINPIPE THRU CURB NO SCALE B CONC, PAVING SECTION C NO SCALE NoT : 15X05 loll �,JOI NZ To 0:.c11 1 � � 15'-0'o.G N11nL , IS'•••o" ac. tyt��c. ,�tJD • ,al-L CN�E5 of 1�1 R�na4. " GENERAL CONSTRUCTION NOTES I. f� rl, h reEP T00U�0 JOW T' Id- )" cc.51�� D�1: GI"1-H 15 5t+T O 2.{' YInE r�N 0c4ISION cAOIN T o9 3o'6c T ' 1L A.4, ,lo NTIN6 'rO WT-F-R � ffOM t ,OWST• IP NN' ALIS f�IT-55. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR CoNTI�L/TooL�p�lolN AT O.C, 1`'I�J(, TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. �' co NL GTE �I L.k (LIN LESS tiOT � �T'""!Ci'' ►�1�`�, 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO I ' CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES cb INCURRED. N -Mo O DINT NATUI�,L CoNG> ?� w/ 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. V �� ��� '~S1 I~ Fj �'I US D��7ON L SPHT THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND ch z C� �I. MP.STIc ��G� -� oaM FIND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. J 90 TQ �C E I,.IAL.I•� . ' I - -, I .�: ~► .�i4�JNC�C=JvEIq 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED ` - _ �r���_ _ I III ,TURA- AND APPROVED BY THE COMMUNITY SERVICES FWPRIOR TO POURING. Q II •I11 I & (CONTRACTOR SHALL NOTIFY COtiMAUN ITY ,%RVICE�I A MINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.) J T1�01..1 �L E>A�J b AT L i I I o �# 4 coN f� T Z J � �� TOOL,E� �� �JI� 11 It O 5. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED J6*T� TTP C�MpI�=t ce T �� ON THE IRRIGATION PLANS PRIOR TO PAVING. LUQ 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR Z M�I�IU M ���M �1�ISN oN ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. a W `i0 At�6LE TO 1�II��GT1 M�I�1S1141I� � R1 11R� hIH�Ev&fZ �t�LIGL�' 1''ti'4It�1T�NEt� I ,I -f 7. ALL. MOWSTRIPS SHALL BE CONSTRUCTED NV A CURVILINEAR MANNER W/ SMOOTH fit�ll /d�I ' A•5 1�T TO Pm�/�LY M�I kTAI1` 5D ^�5- GRADUAL CURVES 8. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 90° ANGLE, UNLESS SPECIFICALLY SHOWN DIFFERENTLY. TYPICAL CONCRETE WALK NO SCALE co . OWSTRIP SCALE: 1-1/2' - Y-o' E 9. STAKING OF ALL MEANDERING WALKS SHALL BE APPROVED IN THE FIELD L -,le-To F'Ap4q NO I.JIt c WA-Ilt w/ AND ADJUSTEDAS NECESSARY TO MEET FILED CONDITIONS BY THE PUBLIC SOT' �,_Jc .t4T WtiEge IL.LK WORKS INSPECTOR, DEPARTMENT OF COMMUNITY SERVICES I� Lol,G r-Ltjmir�LJI-t FUYER5 c�oIr45 +-Ip zr� U2T'�L.�PS REPRESENTATIVE, AND LANDSCAPE ARCHITECT PRIOR TO INT. c�I,�IrJUNK FEPICE �N. INst--,LL K1� M,.•-44UF. UflTC*= t tFACE CtLOIR CONSTRUCTION. F��Tol�s.SEE FxiJlp. CEE Ls �=AFS :SIJ:T. F..�1 P'oFk UST 9H T. �--b E P. Lk-: �To_w C�'�E - ',p� Mfm+(g20-2?)-�_r�1dD X10. REFER TO CIVIL ENGINEERS GRADING PLANS FOR CONSTRUCTION OF THL IPT o� y,/ I Z~ FFE F�CFiC 11 �� I u SNER�TpN PARKING LOT PAVING, SUBSURFACE DRAINAGE, UTILITIES AND LAYOUT OF ALL 't- tK�lurt a' - I MP Cg2o-2'7)-ROYAL P_5Lt1E WALKS. AND PICNIC TABLE PADS. Gn �� $�� Medi 11. COORDINATE WALK AND TRAIL CONNECTIONS TO ENSURE A SMOOTH '., I� T�*4 CoTTDM F Mlp �M FlrligF} I Vil • 6,Lv .IL CTYw) �E.�- MP (920-27)-SIt.IMIF? RED TRANSITION BETWEEN TRAILS AND PARK CONSTRUCTION. 7. atepT�; 12. REFER TO VICTORIA VINEYARDS NORTH STREETSCAPE LANDSCAPE PLANS ..; • : f: • . • . 0 5'an cam. „ „ ) FI rt1 HALL �E E UST' 5445 AND TRAILS INFRASTRUCTURE LANDSCAPE PLANS FOR CONSTRUCTION OF PxT�(1'rl° 71 HFA QTY Not4-RJ=51- AREAS AWACUT TO THE PAM. aj 12'1.IIVE COW. r- 1 IEOGE DINT' P '� u�T 5U9-F^C lW_--j 45Yt>TEM A•5 .' �I- . • ' ` "• 5'Mil,at^C Tc DEri'd L. E, ,f.l p� �p - r'1A1.1 LIFkG�T1,J1�p� �GI�IEU B`I' = 13: SECURITY LIGHTS SHOWN FOR LOCATION ONLY - DEVELOPER TO PROVIDE Gil �•�IE>:r L'5 I '� �"' . , }�0H MP.TEI2I_A.L5 C,OMP/,N`� ELECTRICAL ENGINEERING. 14q Z9 c3LovFF f've, En q 401C� .' �.oN TP•1�1r1 � � X233� __. Wpl I,�/ ' 14. REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS Ma+eo rs•cr<aTbP SMcxTf1-I:T1 �L,- , IN` 744-1- Fr-P- N�-t4NUF Fa OMM)�11t FOR WOOD ARBOR AND SIGN WALL CONSTRUCTION. 51-Q"wl flc cra3c.kA I( Erb Karp-P�N•TTrRaok-kkL.L W•z o I tia ora..L� � TIENT x' „ I .TTirt�sotJ-WILL I f*IrK3 I53G-I3-8131 EE T PL^t4. SHT L-t IWJ57&,L.L PCR CURRENT \ 15. CONTRACTOR TO COORDINATE WITH R E V I S I O N S FOR CITY USE ONLY WL S RCWRT4 I"��^o=L0% 1:5 RbcortMEN0�7,X*M. TURP-)*"FG 5RICK CIUSr o L OUbLE. C^5KETIt^LL ey'CKSTop OR �R0�t� EQUAL. TELEPHONE COMPANY FOR - DATE DESCRIPTION APPROVED INITIAL DATE OF 15CFT�Li_ 5eCX,5pP b^,-Z/ Ir, McOIUM ,Dfh�1 INSTALLATION OF STUB-OUT FOR I _ _ GEp P,JoTg STREET FINI'H 1•.I/ OJNTRoL/TcvLeo dotrm C 61-cPaC E �x N I�IO�) ANT TELEPHONE LINE SERVICE AT _ _ Ai7L� WATER SEWER P L.� TE P ADJACENT TO SEI:✓ �TvF' 1�J' �ELO Mc 3 eery � CONCRETE AD ADJ C EY'C Ircc a*I�.K a T RESTROOM BUILDING. ��LoR gR3C-�j -� TRAFFIC RAIN '� 1I '" ! �bNCR EjE WCo X!.-G/t FINAL CHECK - � W L.1M CENTER>✓D I� SLS, TNRalJ6�F•-I r RW W � ' 16. CONTRACTOR TO COORDINATE ALL AS ONST. . pr.T'-I"E,�Sp•l•;dil,UM'S wi216 \ �•� UTILITY INSTALLATION FOR THE e�KsT� NSTti.i. tNc+c -. `y°c �`' "�` NATE ; � CorJs-� , Pl,,es.f�� �; fr-Z RESTROOM BUILDING WITH OTHER }eecorCr�C�►Ticna �~H. 3 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE rc ate- �p \A,O LGr�,A.TIOt� � 'IG �PIL7� t'a.1 `IGt'I CONSTRUCTION OF PARK ELEMENTS. I INITIAL DATE r Rim d rJE EQL II� IN r ��� L� IroR �Q�IC.,}-I 17. ALL UTILITY CABINETS ARE TO BE PAINTED TO , ^. ' f"Ct�l�l�, - CDI�G , PPt� 'S1-1�L. -MATCH INTERIOR WALL COLOR PER SECTION DESIGN GROG 1F DRAWN %. s7 ANcim T F=TIN(. Jc 0U� •12 ��1 _ w w.c H111kv! E; COO sT H 86-2-16 "KINTWX IN THE "GREEN BOOK" PLANNINGtwR AIV% LANDS(1 DAT R 'H ales"N CHECKED NAME �w+�'�a.Nn.�s'e wr' c"E awws LICENSE NUMBER FILE HARDCOURT LAYOUT NO SCALE 18• ALL UTILITY WORK TO BE COORDINATED WITH CITY OF RANCHO C U CA M O N G A LOCAL UTILITY COMPANIES I.E. CCWD GTE, SCE, ETC COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION AND INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL ORMANCES. PROJECT NAME KENYON PARK PREPARED BY: PREPARED FOR: �� �>ro ,mTl>�� VICTORIA VINEYARDS NORTH B O• .4,-a OCCP • E R.cS I SHEET TITLE CONSTRUCTION DETAILS MORSE CONSULTING GROUP APPROVED APPROVED PLANNING •f.NGINF.F-RING•LANDSCAPE ARCHITECTURE LYON �- � 4860 IRVINE BOULEVARD, SUITE X201 /� DATE C Y MANAGER DATE CITY ENGINEER IRVINE, CALIFORNIA 92714.1299 .C�J�� V�'I L L I A n'I LYON ronilea..'e'y(714) 7347117APP 2OATE BUILONG OFFIpAL SHEET � of 1ZSOFTBALL DUGOUT/BACKSTOP LAYOUT NO SCALE F 8540 ARCHIBALD SUITE B APPROV }. RANCHO CUCAMONGA, CALWORNIA 91730 GATECITYFLAMERDRAWING NO. i ., .� aA�l a6�It AUTOMATIC CONTROLLERS CONTROLLER CONTROLLER_. (1)6 , (2) 24 STATIONS SYSTEMS QPERATIONAL CAPABILITIES SYSTEMS 9PERATIONAL CAPABILITIES /� INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CUMANT TO BASED ON . e PRECIP. PER WEEK WITHIN BASED ON 2' PRECIP. PER WEEK WITHIN 0 0 f, BE PROVIDED BY DEVELOPER .HOURS PER DAY, ,� HOURS PER WEEK ,.HOURS PER DAY, EC HOURS PER WEEK 0 , Q STA TYPE OF GALLONS TYPE OF PRECIP. OPERATION STA TYPE OF GALLONS TYPE OF PRECIP. OPERATION `—�_ •r J EXACT LOCATION TO BE DETERMINED IN THE FIELD. NO. PLANTING PER WIN. SYSTEM PER HOUR TIME WK. NO. PLANTING PER WIN. SYSTEM PER HOUR TIME WK. Q P.O.C. TO I" WATER METER (INSTALL INSIDE PLUMBING CHASE IN BLDG.) PROVIDED BY DEVELOPER L 1 h ub (PO G.S. 2.32 $!� 1 �HxUb 5Co G•�• 2• •�O A 4 44 FOR POTABLE WATER TO BLDG. NOTE : CONTROLLER "C" NOT TO BE RUN 2 or 1 G 6 2 P.O.C. TO 3'WATER r 10FTER _ �� ' SIMULTANEOUSLY WITH CONTROLLERS 3 ShYab G 5• 2.32 b60 3 Ur o { PROVIDED BY Df.1/o M TRACT "A" AND N 8 4 $!0 4 �7►'tF'1�b 5�0 G•tea• 2-w Alao Shrub 41 s. 2.yn A 7 yo 11 s s4-7 12-IiIH '1 21 �f1 1 ��- 1 1. BACKFLOW PREVENTION ✓ 6 51t1'U6 5�- G•5• 2.3 I.'�(0 6 �{'L1'U �S� I ASSEMBLY ( DOMESTIC) II A 2 r 5o G.S. 1.410 (•31 7 dr 1 0 2"BACKFLOW PREVENTION ASSEMBLY (IRRIGATION) 8 5 b 1 G•5• 2.�2 bto e r O !0 0 9 *VU6 G.S. .32 8to 9 Lir '10 1z/ o t"'' Q5 _ 1 n 10 h{U'LJb 5(o G.s. 2.x,2 .50 o tar o N , ur too .3 la.o 11 ur .101 �.o I '-7 II,��T�(- r q� _ - i 1 �-.•., �I 211 4 'w I1 , B 5 10 ��_ 12 sH•rU6 s G.s. 32 aro 12 T�+r 41157 ' I - ' �i `M� ♦—1 r N T -� R � `�� - a� I I - 13 `�I'U'l�17 5 G•5. �..32 . 8660 t 1 1�Ur II - _ _ - -- lar I 14 U r 53 IZ �I !O 0 14 U 25 fµ 6yI O 5� Z►► l4\p I+r" �'1{� �.�f• _ •"9 - �p ^ ,'" KENYON Y -o VSA - ® ® �� xt� I P4 ( �� _� . . n y�, l In yl G•�a. 3 16 llr 5l G.5 1.41 1.11 �4 16 4-W • 2 r' �. !111 N ® Mz M j =ral r �. M 17 - 17 J ` ' N `� _ I N I�Ga 171I _ ii M hhYU G.5. L.�i2 �t'O NJI $ I 111 11 A a I�N I'11t"• � Z� iM- �! a/ Nw6-,c- - I! �Z►I I a ��� ,� tl I '• ' /� 1 I • 3 ,Z y r q� �l- _ k�Z" �- a Y��'X % Iw I s u r �i� •0 1 e u tl u _ �r� l • la �ly�' I° `11,.,1 9 I �i\o YaIL � J ����p� � � # 19 19 ILL '+� {I�' 1�."/ �r `�1 1 �'' -n v:t`' 1lj'"" 4 , \�� ►�N r o H 1 �j•o 20 1 20 k � �I el. ( I I D 1 0 1 �� Il2 1 r }( M l 1 a a II ,G q I - .�r 42 -3 -O / I Y ► /.• T I 21 r ,i k II 1 p , 22 D 22 kit �iN , „, ® 1� ,�, �I�u Q- v 4� 2 ' 'oeI I qil IIf�11 �1 II r 23 O O 23 • • • If,N / M ��a u ® I 24 'r Li G.S. s�(1 .2i'1 24 1 /L Q // u 25 25 � ® art . 1 ® �5[1 IIZ,I I` 26 26 X- { 1I 'h �i W4' 'k�/ .�'ID LSI. ® 1 ' " "`�/ a I 1 op - y 2)��1I ti BIB !I I I n ...-.-�- U U,C' I �. p B 2 P° I II B 3 �o / B 7 I 28 28 �ts I ) O � LI � ® {`'LI 29 29 11211 ■ I � yL�1 1(� a k� „ e' 4301 301 I IV•a V�71 + I ®%� I IM" Ih"7` ", '�" lu ' •\-}I► • 2ll„� ® d {t 11 2 et �II ('° 31 31 rs4- A 9 2 I3Au r Q" I I A18 O ® 'Vl 33 33 1 f 7C • 1 a�( ' �„ ® o At I a �{ f" 34 34 A15 0 ' y n I ' 1 d 35 35 '��- 1`_1, _ �tt � • I yell � ; �I ,� '• 17 �� �I .r--'`' --"- '- � � 36 36 A 30 B O MAX. TOTAL MAX. TOTAL 54 �I G.P.Y. 1 TIME 55• C.P.M. 1 TIME � A I N u ® /� I 1 • © / I DENOTES R = ROTOR, C.S. = CONV, SYSTEW DENOTES R = ROTOR, C.S. = CONV. SYSTEM A I = RS D = DRIP SYSTEM I = YUIi6LERS, D = DRIP SYSTEM v Izl 11r 7 Al2 `�°� I I 11 , �- `� 1310 0 I u �I - z _ I /2 it J - UL -A ILI 4211 © �1 W aX. l� N �', I -, '� � , �� ' _ SCHOOL SITE � f ,L►I� , /.��- oIr� A24 II n B 1 1 '10 i a U� \ it ; • 'will • 7.I�jl 1y� n{ GENERAL NOTES 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT �'7 e 4 Nen 1 ' ���\__ / I 1 I� ,L 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY LOCATION OF SPNKLR HDS ARE THE RESPONS►BILITY OF THE INSTALLING LLJ _ kill ' 9Z u {IfL c , EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. too 12 • �s j SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) I 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT P. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. L T NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. 22 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. L-7 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND • .�, If '`� /� n J } VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE 1 �+lja p` I a �` • / 11123 O TI I IIZ�° �� I a 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD 0 j 3 11.4 /�1 "T h , BE ADJUSTED FOR OPTIMl1M PRESSURE,OR AS NOTED ON DRAWING. PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT II ® ►L, ,La I �IIL E1 TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO I I I,�II I® • "® 1 Q I �I 1� 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- I �[- 11i I II Jj \ � AZI I �p II v o I C2 �� • 1 91 WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVAIVES MENTS R UIR i I p NOTE: ,,� B 13 . \ t. U ' II SEE SHEET I-3 INFRASTRUCTURE PRIOR TO INSTALLATION OF PARK IRRIGATION ow A14 - N\' \ �° �. �( - TRAILS TRACT 13442 a 13445 ) CONTRACTOR TO REVIEW AND COORDINATE 111 ` 3/a � ` i try FOR CONTINUATION WITH INFRASTRUCTURE TRAILS, TRACT 13442 o ►,� ill ® N' _ _. _ C q _ � �'o (DWG- #1177-L) FOR ALL NECESSARYCON H ETC. TRAILS PLANS ARE M q�"' a -7 �1 ��` v 2 Ia 2 1► I AIB ESFROM CITY SOF RANCH CUCAMONGA AVAIL— ABLE VAIL— 0 W B15 �° `� Z ,y� / 'ENGINEERING DEPARTMENT (714) 989-1862. ILZ- I '/ , `� • �/ �(�- I • . -, 1171 G w , 4e qza ° u1 ' I G , KEY MAP ' SCAL 1 =40 F Q24 5,,_11 �" n °" a I�1 I a� 4• �� 1 I VL1' 'n -- ► a IZI n, 1�a —�-- a• u ' • IF M � 1✓N�I � ' � X 54,94' 238.00' � a �11 � � Ihll �7Z Q a a ` 11 / lJ I 1� d'I�(Z I; � 1rL (•'��4j1` k K n, 1 1/,, a G. 112 1 N eL �� © �`'' , a yw,,p r �T �Mill, �Za _ I� c• �-'( I `J:_ 1G- 'i�• a' 4. "�" N /LII �� • P = DATE DESCRIPTION LY I S I O N SAPPROVED FOR GTY USE oNNITIAL DATE � I �I L U � ^ �,Zz 4�_ ,�' , ; ,I n 1r/n V,N „ Vl1'/r1_ a' �2I a, n I _ 1 I �I ` ��� a� yZa I� II �� _ 11�-� FE f STREET I 1 N� n f-I„� �1 l I • 142 1 - �L 7�' © 6 I I II �'-_ ��� I IL %� r— _ 1(Isld s WATER SEWER a a l� � !k� � _ � k� �' I II /♦ 1-'ILA` III Ic Is. .1w Glt cL�l. ui .6. GRD & DRAIN 8 - - I • '�' I I - ( D5 TRAFFIC FINAL CHECK s{' AS CONST. �Io Q21 Q2 5-t n� B 14 023 lit, I I I 1l II 19 .�. THESE PLANS WERE PREPARED 8Y: FOR PRIVATE USE SEE TRAILS I- (INFRASTRUCTURE { 21 i , 1 Q { T INITIAL DATE Ls TRACT13442 ) FOR SALERNO t _ MAR ELLO - AGN GROUP �,,, z CONTINUATION ' ON ___ DFS �• �~ Q PLA WAY '� ' I 1 .:, ..� = ::iia rN \, ruNNwc AND 1.ANDBCAI'L AtCH[ftCiUtL CHECKED II NAME DATE LICENSE NUMBER FILE s a. CITY- CITY OF RANCHO CUCAMONGA SYSTEM DESIGN CRITERIA j `��� COMMUNITY SERVICES DEPARTMENT- PARKS DIVISION PROJECT NAME KEN YON PARK SUPPLY LIN (SIZE AEXISTS PRESSURE * HYDRAULIC GRADIENT- 1650 MATER METER ELEV. - 1475 • Q AND INTERCEPT WIRES FROM •SYSTEM DESIGN IS BASED ON Ts P.SJ.USING 140 G.P.M. PREPARED BY: PREPARED FOR: V I CTO R I tA `v`1 lV t�:ARDS NUR I H CONTROLLER "Q"AM EXTEND TO NEW R.C.V. • CAPABLE OF DELIVERING 2" INCH OF WATER WITHIN 57 H.P.W. SHEET TITLE • PRESSURE DATA WAS OBTAINED FROM CUCAMONGA COUNTY - IRRIGATION PLAN WATER DISTRICT gY CARLOS FIMBREs MORSE CONSULTING GROUP APPROVED ON 11 . 2 .88 .WHOSE PHONE NUMBER IS (714) 987-2591 �c.,4nrc . N •L,anrnsca aRCHrrEcru Lyo N DATE G L4 / TY S MANAGER DATE CITY ENGINEER CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF 4860 IRVINE BOULEVARD, SUITE#1201 �p DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY IRVIW CALIFORNIA 92714.1299 WILLIAM LYON 7�am GI/!2I APP G SHEET �V of 12 OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN (714) 7347117 euILOrIG oFt7aAL CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. A 6540 ARCHIBALD SUITE S APPROVE DRAy,NG NO P _ ELEVATION @ BACKFLOW,1471 Co SSOCI 7W 1RP"T1ON CONSULTANTS (213) 477-6525 RANCHO CUCAMONGA, CALIFORNIA ,1750 QArE/ CITY PLANNER ELEVATION @ HIGHEST HEAD -1478 !Ff III . . 1` COUPLINGUSH WIT VALVE kyL xrV Yellc> �..y. GRADE IN LAWN AREA Q SIDEWALK,CUAB, 3"ABOVE FINISH GRADE . IN OTHER AREAS _ TYPICAL AUK.ONHG WILL FINISH GRADE MI� AUTOMATIC CONTROLLER ASSE/iLY NOK TO BE PLACED SIDEWALK CURB •� Tp E WALL Mo orm AT RIGHT ANGLE �. ,0.1101 ; = `"'"" AREAS GENERAL LEGEND TO NAWSCAPE EDGECOMMON WIRE SHALL W Tm �!S 10 SIDE / •�� %FINISH GRADE,—HOUSING WHEN AS Ie :�' de�! HRUA AREAS SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE ON-OFF SWITCH 10 E PROIIEO BY ie,IA"PLASTC SOD( • COVER WITH ' . � ••1 CONTRACTOR LOCK TOP STAMPED w/ SEQUENCE P.O.C. POINT OF CONNECTION SPECIFICATION SEQ � '. � • -. � �• /' t SLEEVE FOR CONTROL WNES PROMOAY ED CURL TYPE EXPANSION LOOP - AENHEIIAL CONTRACTION(2") (MIP -�__- •'•' �� '`• _ �� STAMiLEi! TES. p.A1M SLPRESSURE SUPPLY LINES i SIZE (2-1/2" i LGR) CLASS 315 PVC SPECIFICATION EIFJCTTRICAL OONDUfTTOINDEPEIIOEMT WATERPROOFED WIRE CONNECTION PRESSURE SUPPLY LINES & SIZE (2" 6 SMLR) SCHEDUf.E 40 PVC SPECIFICATION (CONTROL UNIT ELECTRICAL (SNAP-TITE) ON =%-=t=-`%:%Y N -PRESSURE N SIZE S LENGTH AS REQ'D I�JNEIAQITS:I20)4GO 2AMPS MAK.) - LINE FITTING I SCH. 60 PVC NIPPLE I P 2L 1 3" I 1 R MI: IbC f � NON-PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION Nam: • �C.o1AER P�R[II.IWO- 1!'W•O/�Te• L COMMON NNETOE WHIN • rm Ill L�ARE" SCH.40 PVC 4MC CET^•1, re,SHT L-7 • FT I CONTROLLER SEQUENCE NNE LODE BLACK M HXIL�OR. ELBOW GALLONS PER I SCH.40 PVC STREET ELBOW `� 11 REMOTE CONT OL VALVE SIZE It. NO SPLHCES SHALL BE MADE BETWEEN CONTROLL.EHt•REMOTE CONTROL MLVE. FINISH GRADE LINE PIPE ® AUTOMATIC CONTROLLERS CALSENSE 3000 DETAIL NO. 1 FLASH i CONTROL WRING SEQUIENCE CORRESPONDS so" ARIA -i SOLENOID PVC SUPPLY SCH. 60 PVC NIPPLE AUTOMATIC CONTROLLERS • PL�7 10� �SEQUENCE OF REMOTE ATf S� .•!: _. LINE (SsSaT) -� SIZE LENGTH AS REQ�O RAINBIRD E I T AREA ONLY 1 CONTROL VALVES • AUTOMATIC CONTROL. �- , ;. �,: :+.� � �•. � FLpw ADEN/ FITTING • REMOTE CONTROL VALVES RAIN BIRD FA=CP RIES DETAIL NO. 2 N LER UNIT STATW RAN CONMECTIO�1(SEE •M'0f ~ • =:�- •vV/' �3/4"CRISFIED ROCK • !OR � � '�' - �'" 3 CLL FT MIN) 16 O QUICK COUPLING VALVES RAIN BIRD DETAIL NO. 3 4. INSTALL PER CITY AND LOCAL CODE. / SCK 40 MALE ADAPTOR PVC SUPPLY LINE ® BACKFLOW PREVENTION ASSEMBLY (B.P.A.)40/ CONDFEBCO 825Y DETAIL NO. 4 11LET FOR WOE COIN1ENMM vimMUTS Q �I• (TVPt PLACES ) de le - AT'WHEN" OF r r r LME PIPE � GATE VALVES (LINE SIZE) HAMMOND 18631 DETAIL NO. 5 W FEET ON CENTER PVC SUPPLY LINE FITTING SCI.40 PVC STREET ELBOW © MOISTURE SENSING UNIT CALSENSE 3000 (sass 1 Q CONTROL WNINNa(Alva UF COMMON WIRE TO Dal 180.INT AT insO AL s T WIRE toms ENO -�-� DTES EXIST: PRESSURE SUPPLY UNES 81 SIZE 1) VALVES ARE TO BE MISTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED. NOTE: OUSE TEFLON T�D STEEL REBAR �`6 I COMMON � • PS L TO ALL ILQU S 21 WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAAREA. PROVIDE A SPACE A MK THREADED MIN. 36" LONG OR AS SITE O—�' DENOTES DOMESTIC WATER LINE SCHEDULE 40 PVC PIPE OF 3 F APART. FITTINS REQUIRES _ 1 CONTROL NNE 10 EACH RC.1K 31 USE TEFLON TAPE ON ALL THREADED FITTINGS. TYPICAL AUTOMATIC CONTROLLER ASSEMBLY Q TYPICAL REMOTE CONTROL VALVE ASSEMBLY 'S TYPICAL QUICK COUPLING VA LV E IIID scA[E ( WALL IroHINITED TrFE Ale.-as wo tc.�t •�-:::-a NO SCALEASSEMBLY JR-05 GATE VALVE—N-0 BRASS NIPPLE (TYP.5 PLACES) TEST COCK( PLACES) J= 6"OR :�. i .•, ASNOTED SPRINKLER HEAD LEGEND REDUCED PRESSURE w - BACKFLOW PREVENTIONGALV EXAM F40UM PLASTIC BOX 1l COVER SIDEWALK, CURB,ETC. SALV.>rIPPIF fiW*,ME11MI1�:mGI '" '` �` SYMBOLS DESCRIPTIONS MFR & PART NO. G.P.M. RAD. MAX.SP. PSI REFERENCE - %9 Ole at It FINISH GRADE GALV. UNION x �NFINISH GRADE MER!40 04 Q - � L - = P • 'a at PC 30a 3 SPRINKLER NOZZLE Q X 1/4, 1/2 i F CIR FLT SHRB HOS RAIN BIRD 1812 - 8 FLT SAM SERIES :4,.8,1.5 8� 81 20 DETAIL NO. Q � a. x z BELBOW Ig PVC 40 ALV. Q V X 1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1812 - 12 SAM SERIES .5,1.0,2.0 10' 10' 20 DETAIL NO. S _ POP-UP ASSEMBLY 0 40 0 .•,, . r (INSTALLED I"ABOVE I 1 BALV. NIPPLE / � IY FFIINISH GRAADSE IN ONOTEPEN Q V X 1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1812 - 15 SAM SERIES .8,1.5,3.0 12 15 20 DETAIL NO. 6 i 1/4, 1/2 & F CIR LAWN HDS RAIN BIRD ISOG- 812 SAM SERIES .5,1.0,2.0 101 Id 20 DETML NO. 7 Q TATE VALVE RELIEF WiIEEL PVC TEE OR EUNOIA(SRUT) LD (� O a J PORT PRESSURE SUPPLY FINISH -019GHM� • rp Q) ® ® 1/4, 1/2 A F CIR LAWN HDS RAIN BIRD 1606. 015 SAM SERIES .8,1.5,3.0 121 15 20 DETAIL NO. 7 Q. J � NDS ANNA GALY. ELBOW C SUPPLY �, DS 1/4 i 1/2 CIR ROTOR HTORO 300-00-01 .57 •1.14 20' 25' 35 DETAIL NO. 7 H311AOE KEY Z � _ �Q, 1_IIE W > _ "� PIPE SALV.PINE � 1/4 I1� 1/2 CIR ROTOR HDS TORO XP300P-000-07 1.43.2 30' 35' 35 DETAIL NO. 7 PEA GRAVEL � ry 1/4 & 1/2 CIR ROTOR HDS 000-10 21 .31 40' 45' 35 DETAIL NO.? ~ PRESSURE SUPPLY SALV.ELBOW SCH. PVC STREET ELBOW K LIE-INTAKE —(MIN.t CU.FT.) :-- GATE MLVE SCH. 60 PVC NIPPLE 1/4 CIR OTOR HDS RAIN&RD R-70 NOZ• G {9/32) 14.0 60' 6o' 50 DETAIL NO. 7 �S ( LENGT REQS D) MOIL: PMC MALE 1/2 CIR ROTOR HDS RAINSIRD R-70 NM IS (9/32) 14.0 60' Hi0' 50 DETAIL NO. 7 ADAPTORS SCH. 40 PVC STREET ELBOWS • EOUIMPMENT 10 BE INSTALLED AT A MINIMUM leFl10Al TMl1.S,ALOGS,EIC. • (MAR LE X) ( ] FULL CIA ROTOR NDS RAIN61 RO R-70 HOZ. 18 (9/32) 14.0 60' i0' 50 DETAIL NO. 7 • WHEN UNIT S NEXT TO AWLDWG,WALL,ETC,TM COCKS ARE TOE � - �~' NOTE ON OUTSIDE. - • ALL UNDERGROUND.PIPES SHALL 8E OOIiA WRAPPED WITH APPROVED MOTE: GATE VALVE SHALL BE INSTALLED N SH RUS AREAS 1. INSTALL HEAD FLUSH WITH TOP OF HIAROSCAPE AT INTERSECTIONS • CCRNERf• ?APE WHEN Uma CAW.STEEL POE. UNLESS OTHERWISE APPROVED• 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. 1_ TYPICAL BACKFLOW PREVENTER ASSEMBLY TYPICAL GATE VALVE ASSEMBLY 6 TYPICAL SHRUB HEAD POP-UP ASSEMBLY NO Sc" (!{/E"AND SMALLER) dlt-Ali NO S .4L c NO SCALE JR-005-84 r oe SIDE WALK , CURB, ITC.� •, , • R NOZZLE . .A -LIP SIM ASSEMBLY R E V I S I O N S FOR CITY USE ONLY • I FINISH GRAM)ROVEjjjjlrDATE DESCRIPTION APPROVED INITw DATE STREET LR'EAAL LME I- -� C+: , V I Iat�1 WATER SEWER caD a DRAIN MIN. 12" TRAFFIC TRAFFIC FINISH GRIP CHECK•-VM LVE WHERE NOTED (SUB-GRADE/ IF UNDER __ FINAL CHECK HARDSCAPE) _ RW PVC SCH. 80 NIPPLE AS CONST. SIZE AS REQUIRED MIN. FOES PMC SCH.40 STREET ELBOW 4"AND THESE PLANS WERE PREPARED BY: FOR PRIVATE USE LARGER ER LESS OTHER- RJM WISEINITIAL GATE SCH.40 ELBOW (MARLEX) WIT (IF ADE/ _ - DESIGN GROUP CHECKEDAl 7 M" IRRIGATION SCA►E ) NAME ...Lmgwft wm IpTs AN AI PVC SCH.60 NIPPLE(SIZE AS YLINE FOR SIZES S' �t�� PVC TEE REQUIRED) IN FINAL POSITION AND SMALI ER LICENSE NUMBER FILE S:S:T OR RLSER SHALL E AT A ELBOW 45•ANGLE 'LINE sum 4" CITY OF RANCHO CUCAMONGA AND LARGER COMMUNITY SERVICES DEPARTMENT- PARKS DIVISION PVC SCH.40 STRUT KENYON PARK PROJECT NAME (MARLEX) AM. 3* EARTH PAD PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS NORTH SHEET TITLE NORES: IRRIGATION DETAILS' ,i LATERAL LINE ( SIZE AS NOTED ON DRAWING ) • PROVIDE SAND BA(XFILL A MIN.OF 12"OVER AND UNDER ALL KOMUNDER NOTE USE TEFLON TAPE ON ALL THREADED FITTMGS PAVED AREAS AND A MIN.OF NMON ALL OTHER PRESSURE PPWHEN NOTEpMORSE CONSV L TING GROUP APPROVED- APPROVED PLANNjC •FNGINF.MM•LANDSCAPEARCHrlWTURE LYON pw• 22397 DATE TY SERVICES MANAGER DATE CITY ENGINEER T TYPICAL LAWN HEAD ASSEMBLY 413so IRVINE BOULEVARD• SUITE 1201 0 TYPICAL DITCHING DETAIL � IRVINE, CALIFORNIA 92714.1299 ���E �'I LL I A n'i LYON ��o lt� r NO SCALEJR-004-44 - -~ A.LC. ASSOCIATED RRIGATION7 CONSULTANTS OF 12 $340 ARCHIBALD SUITE 8 a/� APPROV °NJG SHEET C SU ANTS (213) 477-6525 RANCHO CUCAMONGA. CALIFORNIA 91730 DRAWING NO. DATE CRY PLANNER �+--�-�— ' 0c) '1 A // FUTURE M TRACT :,GROUNDCOVER HYDROSEED MIX - ,SEE LEGEND AND LANDSCAPE SPECIFICATIONS. ciNcH "nE - - 's! Z uvin^TiorJs TURF HYDROSEED MIX - ¢. o� �•,�,�, SEE LEGEND AND LANDSCAPE SPECIFICATIONS. 1 1 KEN YON WAY Y R� I' 2 G'RAYE1. Bi+GKF1u- 61'6G.� ARBOR GUARDS ON ALL TREES IN TURF • • DEEP ROOT BARRIER A Y_ 0 �7 ■ �-h�`1.J� �hl-T i�G x •x• •• •o• ' � If�AizK }�I rJ�G • #= x • .,ill '0 2�,,, ;_.__R _ __PLANT LEGEND •• X ■ ■ . , O r m RMANI CAL NAME 1 40- j ■ .A .• � x � X X EC EUCALYPTUS CLADOCALYX • X ,■ ■ ■ X IGS; { ♦ 1•P EUCALYPTUS POLYANTBEMUS A ■ O ER EUCALYPTUS ROBUSTA • •• , . • , X lh EN EUCALYPTUS NI CSOLI I • .O . p CC .• • - '_ •� O: p ( so j BP BRACHYCHITON POPULNEUS I �J 0 C •o' N I P8 SINUS EI.DAIItICA . / FP z • I ' Z ■ ' , . ' • •/ Y I+S LIQUIDAI�AR STYRACIFLUA 'PALO ALTO' O . cr o: O PA PLATANUS ACERIFOLIA x '. / o LL_ ,ate, X / •. , r. + LI I ERSTROZKIA INDICA, 'DARK PINK' Z X • ' . •' °• SCHOOL, SITE . x 0. t� Z = / - ••• KB - KOELREUTERIA BIPINNATA uj W �• . • I •• ♦ -P'P FICUs PUNILA •^ ,/ lop , '' • ' ' ,• O•• • / ' � • • • • • ' e..•r f••s• sAr of lfllRlttsf ��i V ' '�-} �T I •; ,, I • . : --cc cLYTOSTa1A CALLISTZGIOID&S O • •tp "NOTES: _ u"SEE SHEET L-9 FOR SHRUB PLANTING. ■ - •. o - !•" K� SEE SHEET L-10 FOR PLANTINGDETAILS NOTES A ND LEGENDS. DENOTES USE OF DEEP ROOT BARRIERS SE_ E DETAIL A, SHEET L-8 �• x S SHALL � � BE PLANTED A MIN. • • � x, • • ;;: ALL TREE OF = • 10 FT. FROM ANY LIGHT FIXTURE. F••- • " SEE VICTORIA VINEYARDS NORTH TRAILS- . • • • INFRASTRUCTURE LANDSCAPE PLANS 1� O • 'K FOR PLANTING IN THIS AREA. Z SCALE 1"' 4a •' •° KEY MAP •' •p• 1 54.94' 236.00' •;•_ • '• •' / ' - FOR CITY USE ONLY • R E V I S I O N S f• ' •• P DATE DESCRIPTION AP RC+VED INITIAL DATE • i / . • • I-tib I AIx7EEb ROOT STREET • . • • FtE CLLi5 T1 G WATER SEWER DRAIN lob • / I TRAFFIC Mal"wpw— • FINAL CHECK \ •:�_.' W Y {' ' AS CONST. - - � + THESE PLANS WERE PREPARED BY: FOR PRIVATE USE .- :r, w_ .cy --- - - RJM INITIAL DATE SALE NO MAR ELLO '' - �_. _ DESIGN GROUP N "Ao , - WAY euNNR•c Ano e.AMpiGK AleGxtTtcru•= CHECKED PLA JS s E;iClatw rw• •w•A ••• a.+r•••w onsr NAME DATE LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT' PARKS DIVISION PROJECT NATE - KENYON PARK PREPARED BY: PREPARED FOR: `VICTORIA VINEYARDS NORTH SHEET TITLE TREE, VINE & GROUNDCOVER PLANTING FLAN ' MORSE CONSULTING GROUP APPROVED APPROVED LA NNNG •ENGtNEERtNG•L ANMSCAPE ARCHITECT URE LYON X860 IRVINE BOULEVARD, SUITE#1201 DATE p �•1 8 COMM�JNTY ES MANAGER DATE CITY ENGINEER AeWILLIAM -' IRVINE.CALIFORNIA 92714-1299 APP '-*8'-' SHEET OF12 (,,,) , ,,,, LYON om fiat DATE OFFICIAL 8540 ARCHIBALD SUITE 8 APPROVE DRAVANG NO. r 9 RANCHO CUCAMONGA. CALIFORNIA 91730 DATE CITY PLANNER -s .... - 25� w -rki *55 224 00 SEE SHEET L-8 FOR TREEo -VINE, AND GROUNDCOVER PLANTING. 1 --� SEE SHEET L-10 FOR'PLANTING DETAILS, NOTES AND LEGENDS. --221 FUTURE "M" TRACT CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA pF_ 3G TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES s� -256 ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. THE INTENT .OF THESE PLANS IS TO PROVIDE COMPLETE _� P-72 �• _2 COVERAGE OF THE AREAS SHOWN AT THE SPACING DESIGNATED � —� r FOR EACH SHRUB TYPE. 2 . . KENYON WAY , r. .,r _ - •}'�• lir r 1 { { I� V + 1 - - A 2 288 ••1:••• I - 53 HIP CD I2_r-331 - ,� AA-51 -73 M P_ 3l PLANT LEGEND &- 124 ,f •Y .: , _ -12- JAG•III _ �: �;-; IMANICAL NAME ISI ,�.101 AA AGAPA[1TIiUs AFRICANUs 1 0 �� I CYT FLORA 10-1JAY" 128 v�_ 3 / I Y HS IS SPP. O NGG 228 r 25 MP NYOP0RUM 871 RVIFOLIUM o { '_ SCHOOL, SITE pF PHOTINIA FRASL�RI J — I 12 PV PITTOSPORUX TOBIjiA VARIEGATA d - — ° Z L " O RP PAPHIOLF.PIs YIN>KIE" CL �' _ p►G- 196 _ s Z RO RosMARINUS OFFICIxALIS W i «pRosTRATvs vRxBsrv► >RICIDa► xCC XYLOSMA CONGESTUX I __ "CMACTA" I �, SEE SHEET L-10 FOR SIZE & SPACING OF EACH SHRUB TYPE. it A L� t~- :_ � z Pr--- .30 X0 _87 SCA 1=40' KEY MAP i�- 5,� = x+•941 R E V I S 1 O N S FOR CITY USE ONLY P DATE DESCRIPTION APPROVED INITIAL DATE 000" lhififf' •• PAR LI STREET •.c. SEWER WATER -- - -- wA E SE E �I - ............ ..... .......... .................................... .......... :. .... .. .. ............ - ...................... .... ---.•---.--- - - DR A IN .. GRD 8 NIP1 .: _ > TRAFFIC I I I FINAL CHECK RW M J 2 Bfoi��si AS CONST. HIP JPF JGCG-$ v z �.I, THESE PLANS WERE PREPARED BY: FOR PRIVATE USE '?r. ` RJM INITIAL DATE SALERNO �4 MAR ELLO f` = DESIGN GROUP DRAWN I - :,: PLA WAY ;s E.t�{•!•vti �, PLANNWG AND I.ANDBCAli Altf.7[fIT.CiU!!< CHECKED s . NAME .......�........._ �..•�> DATE �•..� . �• •_ :\:': :• �� ` �.T. i :•"' . � .r Y LICENSE NUMBER FILE - - ._ ._. .:.. :_ CITY OF RANCHO CUCAMONGA jpwi .,.-. — COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAME KENYON PARK PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS NORTH SHEET TITLE SHRUB PLANTING PLAN MORSE CONSULTING GROUP APP ROV .. pp APPROVED PLANWIV G •ENGINEERING•LANDSCAPE ARCHI MC7URE LYON 4860 IRVINE BOULEVARD, SUITE R01 � DATE J 0z' D COMMUNITY $MANAGER DATE R CITY ENGINEER IRVINE,CALIFORNIA 92714-1299 Y&WILLIAM LYON T�I�m. G7/!2t APPROVED ,, DING OFFICIAL SHEET IL-� OF 12 (714) 7347117 � � _ 8540 ARCHIBALD SUITE B APPROVE DRAWING NO. RANCHO CUCAMONGA, CALIFORNIA 91730 DATE CITY PLANNER �-+. J 4 --- ----- -- -.._ _. __ _....._..__._ _._..._.._..__ _...._—_.--- ------__...—_..-...----_... .. _... _...._ _.---- _-----------_.. _....... _— _____ __....--- --.___._.. .._ _.._. ... .._..,. ` V ' TREE LEGEND EQUIPMENT SCHEDULE ANTITY MANUFACTURER MODEL NO. DESCRIPTION EY DOTANICAL NAME COMMON NAME SIZE CSS BOLCO 100 ML W/2058A SOFTBALL BASES & ANCHORS 11C EC EUCALYPTUS CI.ADOCALYX SUGAR GUM 15 GAL. BOLCO 300 AS 'ALL SAFE SOFTBALL HOME PLATE ` q � � 'FIR IP' OFTB P HER'S PLATE, EP EUCALYPTUS POLYANTHEMUS SILVER DOLLAR GUM 15 GAL. _� I "► "� �PARC�OURS`EL . R S 1 ERIES 2 CLUSTERS FIT E CLUS�ER� 7 \ 2 PAT -W IA 11536-1 - 1 ASBALL BACKTOP ■ ER EUCALYPTUS ROBUSTA SWAMP MAHOGANY 15 GAL. 'I PATTERSON-WILLIAMS 01218 PERPENDICULAR ARCH.BACKSTOP 2 LANDSCAPE STRUCTURES /TT12' ALUM. PLAYER'S BENCH O EUCALYPTUS NICIiOLII HOL'S WILLOW- 15 GAL. L MEXICO FORGE LEAFED PEPPERMINT Y����b � ��.? �v'��Y �T �IV - --- ■ 13P 13RACHYCHITON POPULNEUS ;BOTTLE TREE 15 GAL. Y II I 6 IRON MOUNTAIN FORGE 281-1 AXR e' LONG REDWOOD BENCH 4 2*{- wx to LING dl 9 QUICK CRETE PRODUCTS --• LBT PICNIC TABLE SET PE PINUS RLDARICA MONDELL PINE 15 GAL./24"BOX N _ I�E1Z .�-A � rs _ S�� ��_�W�� -�- - 12 QUICK CRETE PRODUCTS 'MODEL A W/LOW PROFILE iNTCH IN' WASTE CONTAINER TOP /7-WC-LPTL LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 'PALO ALTO' . 15 GAL. �-I CHART) THIS SHEFE:T10 1� L.A. STEELCRAFT PRODUCTS A-254 4 SEATER ARCH SWING 9 VtQN MOUNTAIN.FORGE ;007X ROTATING GRILL _ - PA PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX 'BLOODGOOD' IN Tt1RF TO 18 . 1RON MQYNTAIN FORGE . .. .. SEE DETAIL D 'SMT. L-4 . KID BUILDERS PLAY EQUIPMENT ���� W/^�jpt� G $ ��( pll� W/ ROUND �" LI LAGERSTROEMIA INDICA CRAPE MYRTLE 24" H01C .DARK PINK FLOWERS ARCHITECTURAL AREA LWTMKi ALR 125.1 160' HP8,� R88 12; J-LTE� Y `� W/ TAMPERPROOF BASEPLA STEEL POLE AND HAND 14OLE COVER 12 FT. MOUNTING HT. KB KOELREUTERIA BIPINNATA CHINESE FLAME TREE 36" BOX H �✓1 T t-' -- cj�F_ 6oF_NFPAI, MAH1 o ;Z ARCHITECTURAL. AREA LKiHTMrG ALR 125 160: HP8i0 R33 1t4 'VANDAL LITEt W/ROUND NO-r-�S HIS 180° STEEL POLE SHRUB LEGEND 12 FT. MOUNTING HT. - W/TAMPERPROOF BASEPLA —�J A D HAND HOLE COVER L'� REMARKS 2x pl�f`�1� i� LL 1 MURDOCK, INC. ;PE-1 DRINKING F UNTAIN KEY pOTANICAL NAME COMMON NAME SIZE I� SPACING - TUR S PICTURES -2 SPRING I ' ' AA AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. @ 18"OC BLUE FLOWERS Q + • • •� TRIANGULAR 24" BOX & LARGER (A] Z TIMBERFORIiA 2170-7-C BIKE RACK LANDSCAPE STRUCTURES/ 1y..-,.y,.-,.-.-I AG ABSLIA 6�tANDIFLORA EDWARD GOUCIiEbt 1 GAL. @ 3 OC PINK FIAWBit.S MEXICO FORGE #4135, #E4175, #E4155 'PLASTUFF SPRING RIDERS li•�+�•�d ��+IA 'TRIANGULAR �k �L Ti�=E s IN TURF ASS T _ MANUFACTURER REPRESENTATIVE -- - _ARCHITECTURAI, AREA LIGHTING TOTAL LIGHTING CONCEPTS _ S HIS HE 4EROCALLIS SPP. . DAYLILY 1 GAL. @ 12110C YELLOW FLOWERS "W 139Q1-8 SOUTH CARMENITA ROAD 733 EAST SAN BERNARDINO TRIANGULAR %ANTE FE SPRINGS, CALIFORNIA 90670 COVINA, CALIFORNIA 91723 (818) 966-1611 MP MYOPORUM PARVIFOLIUM MYOPORUM 1 GAL. @ 5' OC PINK FLOWERS TRIANGULAR PATTERSON-WILLIAMS WAKEFIELD COMPANY P.O. BOX 4040 1100 QUAIL STREET, SUITE 100 PF PHOTINIA FRASERI PHOTINIA 5 GAL. @ 5' OC SANTA CLARA, CALIFORNIA 95054 NEWPORT BEACH, CALIFORNIA 92660 TRIANGULAR 1 (714) 752-6204 / 0 [14PV PITTOSPORUM TOBIRA VARIEGATED 5 GAL. @ 5' OC _ LANDSCAPE STRUCTURES HANSOM ASSOCIATES, INC. VARIEGATA PITTOSPORUM TRIANGULAR z Ile N :2I C MEXICO FORGE P.O. BOX 2231 Z_ O COD ��/�. . , 601 SEVENTH STREET SOUTH ORANGE, CALIFORNIA 92669 Os (.1 _ I 101 I �► IG DELANO, MINNESOTA 55328 (714) 542-5617 _ _< RP RAPHIOLEPIS "PINKIE" GAL. 3' OC PINK FLOWERS INDIA HAWTHORN 1 @ Z I QUICK CRETE PRODUCTS SITE SCHEMES SITE FURNISHINGS TRIANGULAR C '`10311 EAST 6TH STREET P.O. BOX 6528 RO ROSMARINUS OFFICINALIS DWARF ROSEMARY 1 GAL. @ 4' OC J T e;' ® RANCHO CUCAMONGA, CALIFORNIA 91730 ORANGE, CALIFORNIA 92667 � "PROSTRATUS TRIANGULAR 1714) 538-8997 L t VR VERBENA RIGIDA ST. PAUL PINK 1 GAL. @ 3 ' OC BRIGHT PINK L.A.STEELCRAFT CALREC BUILDERS AND CONSULTANTS TRIANGULAR FLOWERS Z J _ 1974 LINCOLN AVENUE P.O. BOX 17M O - — PASADENA, CALIFORNIA 91103 TUSTIN, CALIFORNIA 92181 XCC XYLOSMA CONGESTUM XYLOSMA 1 GAL. @ 3' OC 3 (714) 639-4091 "COMPACTA" TRIANGULAR j Z = IRON MOUNTAIN FORGE PECK'S PRODUCTS, INC. W W �- P.O. BOX 877 17202 CORBINA LANE, SUITE 102 VINE L 40 111F� ONE LANDRUM CIRCLE HUNTINGTON BEACH, CALIFORNIA 92449 FARMINGTON, MISSOURI _ 5n� c.�NF�I r' ,�Alrl _. CES BOTANICAL NAME COMMON NAME SIZE COMMENTS Q 7±0(l ! I NOTF-5 FP FICUS PUMILA CREEPING FIG 5 �+- ' SECURE W/"STICK 'N TIES" V NATURAL STRUCTURES* CALREC BUILDERS AND CONSULTANTS.- REMOVE FROM STAKE 'P.O. BOX 799 P.O. BOX 1788 G o-POW E -- OL 2A o 1^I�� ( ��I (� R6 OOD OREGON 97140 (714) 639 C4091FORNi A 92681 TAj3LP_T5-IZ 1-0 15 1`A15Lr-_T/ 15 GAL. TgE.,lFCC CLYTOSTOMA CALLISTEGIOIDES VIOLET TRUMPET 5 GAL. REMOVE 3OLC0 ATHLETIC CO. WAKEFIEL13 COMPANY vam SEE DETAIL C, T STAKE - HIS SHEET P.O. BOX 3246 -1100 QUAIL STREET, SUITE 100 15 GALLON TREE B SOUTH EL MONTE, CALIFORNIA 91733 NEWPORT BEACH, CALIFORNIA 92W (7 4)752-6204 MURDOCK, INC. AKEFIELD COMPANY 513) 471-7700 714 752-6204 MBERFORM !N ANY - E- �E 1.'8 T�ft R MTI Ne For- 4 _ 975S.W. FIFTH AVENUE 1100 QUAIL STREET, SUITE 100 �T RTLAND, OREG 97201 NEWPORT BEACH, CALIFORNIA 92660 GROUNDCOVER LEGEND .,� 8�► EYE WLTS I WI RF, (7a 52-b2o ortr- E'(E�L S F RE � •� �OTAN I CAL NAME COMMON NAME � COMMENTS - GENERAL PLANTING NOTES R E V I s I O N s FORCITVUSEONIv it HYDROSEED MIX cROUNDCOVER SEE SPECS SECURE \J1 NE To WP I-I- W 5/8 �LEYATIoN E50LT w LzI SHIEL.tD5 - ' 1. . Pat T!� �� �� ����, REF'PR � �. I DATE I DESCRIPTION (. VIS D APPROVED INITIAL DATE IQom\ '• WIRE.• � iL�R� Y I 1 Mr STREET 2 2. COW. SWaCES DINT. REP BALL APP19M PLANT OTBRIAL Ptx.>�T BY COWMACRM PRICK 'iv HYDROSEED MIX TURF SEE SPECS WATER2_>S� GRD a SEWER QI to !�I R E N-U Rs ERYMA., S �.PE. T 7aTTC�I. N ,/— ��- A��T~ 5F-F- A O-�O TURF HYD45 % RE MIX: TRAFFIC APP I IC�T10N CHAT) TIS IS SHEAT 3. ALL TREES 24" BOX AND LARGER SHALL BE "TAS" Alm/CR APFFKNW BY WE IAMSCRM kkaz SEED; A5 � REBEL II FESCUE FINAL CHECK X45 96 APACHE FESCUE R`" t--11><.— '5F-F, 6Erl.MAN T1 NCo NOTIZ AlaoHnecT PRIcR zo 7HEm DELI zv THE: Paus.T qrE. 1 . AS CONST. 4. ALL RREES "ILL MAL CR "VM Mff C'Ii�4T" STME IS PCR 312E AID QUALM. 10 96 'NEWPORT BLUEGRASS AT APPLICATION RATE 10 LBS. PER 1,000 SQ FT. 5. ALL SHRUBS AND GFDM COM SNA L. IUAi, CR SiAl►SS "III!®5 KF4SZrP 917110BIIM PCR SIZE CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE THESE PLANS WERE PREPARED BY: FOR PRIVATE USE no ¢AI.ITY. M BINDER SOILS STABILENT 60 GALLONS PER ACRE. INITIAL DATE CHECK 16. ALL Tt� SHALL BE PIPILIA MINIKI 1 OF 3' FROK WAUCS AND MILLS. MW TO = PlAlfl� BS/ fA E GRO WER - ITROGEN 14144-9I�.SIGN GROUP /o � �.I IN SALL. AIMS SHALL W CB1lI'iDM III P'LANZI iG AREAS. � n ANNM AND LAND6CAPE ARCHITECTURE CHECKED JS GRO-POWER APPLICATION CHART NAME ~"-"'""""""� 111PIPM M 7. SOILS AMENCHEM AlmFERTILIZER FCR ALL P2AM'ING ARCS SHALL lflR ASA 33Y A 7 GRAM GRO-POWER TABLETS LICENSE NUMBER FILE B 1 GALLON 2-3 TABLETS CLYiRF a son imma (Fam To LhmmcAPE SPBCIFICATIClLS). 5 GALLON f TARLMS CITY OF RANCHO CUCAMONGA 8• SEE actor CME R ILIA PCR HYD sm mm' � 10 LAIIIIII211cm mcxrzm 15 GALLON 12-15 TABLETS lu Pat JOE— errs. �j COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION ' II{ POR EACH I CALIPER MEASURED 9. ALL SRSR PLMFrM AIMS SHALL DQ'IiR93= HuCO MPS MMS AT 90' TYPICAL. 14* •ABOVE SOIL LEVEL USE PROJECT"AME K E N YO N PARK 3-4 TABLETS. VICTORIA VINEYARDS NORTH TH 10. AIL. 9'IIiF.ET mm ARE TO IZ PEAM III 11 7 MITHI CITY 601. 11. AL1. 31R�I' '� 9iitlli HE SIMM AND, �� �� TO CITY g� 605A. INSTALL PER MAMUfACTURERS RECOMMENDATIONS. SHEET TITLE I �/ �••� & SCHEDULES 11 � A FOR: •, PLANTING DETAILS, LEGENDS, 12. BOIL FERTILIZIM AND OCIDITICNIIm L BE IN Plooc>l�►r1C3r WITH sBc`TICN 212-1.2 CF THE PREPARED BY: STANDARD SPEI=CATICNS FUR PUBLIC SCS CLNS`Il�X'IZCN. TYPE I CONIC 90IL AlR3m>�iIS APPROVED APPROV SHALL BEI WM THE RATIO OF 1 PART ClW.ANIC ANTS TO 3 P11RI5 1(111'IVE SOIL. ALL ANIS ARE M BE 't�JGHLY XD= PRICK TO HK KIFI LI1G. - MORSE CONSULTING GROUP rLYON DATE p g TY SEWICES MANAGER DATE CITY ENGINEER 13. �� ZQ SHALL Ss PER Q� A11 At3QC 90IIB I'L4MIRMG.FJMCJII�FRQMC.LAIIVSCAPE APPR - %�i"k, L� 10 � 12 XMKW EMo IRVWE BOULEVARD.SL=MI SHEET csaset T19111 T FEET nvl�c 10110111111114 pLMOR14 N iL92'I`I'M ►sur oca�rn 9x,6 WILLIAM LYON'om`iaNy ou►Te i �� ,.o .- et�LaNc OFFICIAL ' -- Aj 14. mo STREET TREE SHALL BE PLANPID *am THE (:1umm CF 'D� ZlIM IS DRAWING NO. ( � Q VINE PLANTING (31) TO THE FACE E CF Com, UNLESS 011192MISE llt7i'ED. LwLc"o c••v•e�roia��cAl�:,,,,. aT R�"�° QTY PLANNER 15. ALL 3II2FLT MM ARE SLWB= 70 n4%W_=CN AND AOS BY THE CITY PI MMM. ` _ a n •I I I " W� '= 3 ` I OF — - - Ljm X - _ �� ► Ij t) � le ® - - I f �� - - � �� I ' � � � � i2�X i2�T�•#C. 77-7 ©t`--- � K.�. ,mac I ��-'� �'1ilal 17- 7 I I d � I — ► r � L/7 I I - - 1 0mom S 7� 4 trH" bez? I8 I i I Tyr 4 - - - 1 b I 1 I I CONC NOTES tA'' Llx � I►� 41 —10, -- �� -- o 41 -- 8o $$ 0-"c,� . g _ q -- .4- - nN �NR;C. " � V��1 RS P�xe D�G �� • Q VA - - ------- I _ - c � Of::- 811 G M U _ 2 4 04 Neel . `!!2 0.�. 1J Il # �il GoFJG� St.Af� FLR . W�_ M I II FLOOR__._ PLAN 1/ 1 11 FOUNDATION PLANROOF FRAMING PLAN I I u �� - ►o Ind wl MG-�c-� . � @ le $$ co}.� FuZ HN ISN LIGN j �-�Nt Aeuqi,� Iuld.,t:1E MIw . I vs V 18 SW(�E r -Z �� R cm0 V } Z 0 GATE FRAME � J I t/2•A. cc W1 iIk2a P IP f5 5 uo.e,- z ! - CSI u.._ Foe �►e'fY O 30000 srf l- M�Cil- I'12x�'li O 51p65) Z = r`�f�a� I-1a`�• I�tL ��Z u sit- I'�'x Viz'' .N�►-ka W t�Ebn v�T - r � -�- �C R GS•�U W1 j I /q- -1 -� I'Xz'' TUP�I►..1Cj � • i 3 ray p� ��..s �SP� �er� ea-T i.c��-I'IotJ of L�L l 0E►12 L1�V• S�-� ���. _ ► _ 11 WOMENS INTERIOR I/ -_ I11-- X11 SwI�C1 q MENS INTERIOR NOTE: R E V I S I O N S FOR CITY USE ONLY NOTE■ DATE DESCRIPTION APPROVED INITIAL DATE * CONCRETE BLOCK UNITS ARE TO BE SLUMP ONE IDE STREET 1. ALL FOOTINGS & STRUCTURAL REINFORCING FOR ALL EXTERIOR WALL AND SURFACES (SLUMP SIDE WATER/SEWER GRD d DRAIN TO BE BASED ON CURRENT SOILS REPORT. TRAFFIC TOWARDS EXTERIOR). ALL INTERIOR WALLS AND FINAL CHECK PARTITIONS SHALL BE PRECISION BLOCK (VERIFY WITH AS 2. ARCHITECTURAL PLANS PROVIDED BY THE AS CONST COMMUNITY SERVICES DEPARTMENT). CITY OF RANCHO CUCAMONGA. THESE PLANS WERE PREPARED BY: FOR PRNATE USE DRAWN INITIAL DATE _ x (2) CHECKED NAME DATA LICENSE NUMBER FILE _ � x4 � 1�- � • e�-K- SYM FIXTURES SEE SPECS. SYM FIXTURES SEE SPECS. SYN . FIXTURES SEE SPECS. CITY OF RANCHO CUCAMONGA �� ALL G�S �� � }.jpQAll.. M►►J. 1 DEINKING F�UN'fAl�.1 13 'I12''h'f It.-E`er COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION P O ( ) O PROJECT NAME KENYON PARK N�pl 51644 O '� S VICTORIA VINEYARDS NORTH G�� I•¢ 1� w i c+� DooR w 2 - �2 hfi� SHEET TITLE a f e� • @ -bra 1o1L,� F L.. ARCHITECTURAL PLANS t � 4 URJW� 10 �. 1.lJRrf`� LJG� f NSIG� APPRow>:D ` APPROVED �-�-- ICo - P�-- MOUNT, e7v�u 951 1 ' M 4 X O LAMA-refer I I UG-�►-t'�' u 1 1 L..I�r . GATEAp_ -OAMAUNTY SEA ES idANA(iER DATE mCYEw!INEER 1APP ✓ SNEET A- 1 OFrnTr IT 4 PARTITION WALL _ '-c�a ►,M A v- n��� 12 120 v W. P GFI DATE BILDNG OFFICIALCC) �� I APPROVED D NO. DATE CITY PLANNER ,.Wl,ai�,.�.AYII:•IY�w9�•.•. �..r- xY.+a M,-;xr.�.aL.....YYMY..-. f r..-... !2q,t}15n - «;:M n 4'i:»;k J.WP. M1I,xJ"`. MF'"^.J9M!2`%'Rfi`1RJ.MC:1'fir.MNC'„NY.ntfY,d unxnwewrw.w.u+r.nR•urwawnf.«'•+«. �i ;rHT I 2 to K Jfb.-61ft J:jf� tir . '1 1 CONC. BLOCK -- - - - - r -- - -- _ `.mgPF�. Fes-TYPE �_ - I _ — _ _- -- — o - — • � r D 44 -, LAC tuArY� 1ne i� r-1r�arAa 8X8 , :�31 M �o t� SIGN S I .�F +..' To AL-t. - J h- F-iLl_ vel D REAR ELEVATION 11-0� �HT1 MENS SIDE ELEVATIONFRONT , ELEVATION i4 '-4- - --340 0j7 �vw hl'Tt PL'A`N ;ecw To P-oz, 11v7xwoffrra]✓/A ,97 y0��C1,Itiw/� / N I' rp�py W-OT I vp Cav CjaJT- vaL� � - O vp-� -rte a � N SrT� � RNs _ - 2' cW V d -j-I-u - �lo X?�# ' G.�%11" R hPM$:-53�r gyp' z MINIM '�+ N �. M vTF oRa►r� M 'i 4"� \ OMo��r 21IcW I r-46'7 1-^L, FL-L) 1 sM/.nit -4�f��>✓ I ->o(�ri Lq'YTR 4�D , • • _ Moe 3 / 7"X(o At x % "TH LAT E c I II I 0 �11ApovtPL To AeATc y Cxx' - .C�N� �•-. +�N �' _ Nom E�► o max , p JAI/ T`f�g► ' i-��`fi/ er 1, I 85 W � CAGY '• �1 VO �I=741 '4a Tt� �i4hTi'�G. 3 5-a NX !•� TH/ �tGY9Ti.+��% Ea�//S/O I. PRov�t u�l t�+`�r�i E�- Z 1 �L ��trNT ic�vric.�rG ro �A!s��r,��., G.��H co�t� ,�- -r 2 R �- F� MENEMr0 �I.GOMM.>GA'T'� C,ou-c�� � y1.1�1 A-► 3 cw 1 �e;e�,171-oV / "`��17 /N� 1� W G�Tlf GIS �1Gt N b Ifz,' 3 l�IX�'(�IL�L �o� 3 j ell . � G3�tdedGT rYJ'� !.�-�-• �iexv tr�rr�Yer.�e��y' >��� �u �'�'� � B DOOR HANDLE Ck SECTION AT SIGN1/4 L6 PLUMBING PLAN NOTA.• dV�r �• HM/� ��- r.,t�a,�- ---- / R E V I S 1 O N S FOR CITY USE ONLY NOTE: DATE DESCRIPTION APPROVED INITIAL DATE STREET 1. ALL FOOTINGS & STRUCTURAL REINFORCING WATER/SEWER GRO & DRAIN TO BE BASED ON CURRENT SOILS REPORT. FINAL C ' FINAL CHECK RNV . ARCHITECTURAL PLANS PROVIDED BY THE AS CONST CITY OF RANCHO CUCAMONGA. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE INITIAL DATE DRANK t t CHECKED i NAME DATE I NOTE: LICENSE NUMBER FILE i ' 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 SHALL BE PRECISION BLOCK VERIFY WITH SHEET TITLE 4 PARTITIONS ( ARCHITECTURAL PLANS . COMMUNITY SERVICES DEPARTMENT). APPROVED( ' APPROVED a+�X oma►OPOAA- { DATE p ci $COMMUNITY SE&ftS MANAGER DATEpt Zffl N('NVE�ER APPROVED SHEETA-2 OF 3 — DATE ^f= ,' . : 8ULON4OFFICIAL I APPROVE DRAIMNG NO. DATE CITY PLANNER I i « r„„ham„•, F I�k% Q-4 c--frekio aIoc� 1 2 n 12 Flt Gl& 2 HI CO"T. bt-•K x TW r'1 O r-z,hI F''`'fa�A 4 vw rA yr�� ! - Z x 1, TrzM W/ j 1�> ec_. P:L K (2'f G. Go P 1 \ cvNuc�T FtrsT - -- 4:IFA c 2,4' eN1 W/ FSG iii I-�7tz►2 . V 3 �{- T WAI...LMESH . , ' #4 ca .4S''oG• I-,�wZc2) •�- �►� c�NTa � I RIDGE BM. N �,{'�2rL- r I� SII '` �}u " �Ii � g r- }•�n I�� CSE 14 WIRE MESH HEAD 10 OUTSIDE CORNER 6 I� '' " '` ► -�-r _ r- I�.i I n Wr-,N =- • IU � � t! �X-r• DIAL-LS _ �t-U�� `=�IC . �� �� . � I '� ,' Gc�•J1.1EG't G. rc �'� I � f=11J I� i M. I L E�m• FtAr FiAtE 'f`j F? KFa►.1F• DIA. lAp _ _ '• -*.4 �- -- )w,I� M&,►� WIRE M� 1%, tvim. , +- M,��. g- iv. L a „ ��k� TP 7b L I;�'x ���f, I�C' x 1:�/ �G W IIS a GII D(,' 112-1t - , L (i1" .c 1'/- ` ��wtE. _ - -- — - - - - - - - -- - _f`4 6"01I � C�->t-J�� A xco # w x 12"y�PS ► Al ?lr o,�. W�� M��a I V►� i FOOTINGS N N 1 II 4-Trae-I► K. �- r- ` �L!✓ t 11rJ H `I� c J✓ - O I Irl � �f ifs yc t7 � t ,•/ X N.t- �C I M / \ � �Jl'trll --- W/ I �st- �o "'r I N O I nI 1�� o.e. -ro v4a ® I5'I WIC x 18'1 arQ L) Nt • f4TER10R WALLS ONLY A SECTION u Y:w1 � ; >11 RIDGE BM, BLOCK WALL t '/2 ' 13 WIRE MESH PANEL i" _ 9 CONNECTION OE INTER. WALL 5 w 2 -1 wA� CC 1 d RaoF S+46ar 4e J I G Tte�y+I E.�c,r�vA-TY>i.1 Z ; `-�M �►-1 A- �, +o )L68 O - �, 4 x �{T t�.ALIC�It_-uj Lt L'�.aplt. 4+B 1 1 +� Z H TprP_. Go►Jf J EGA' F-2 NOTE: 1. ALL FOOTINGS & STRUCTURAL REINFORCING , I '` �� ' Ip' �'� TO BE BASED ON CURRENT SOILS REPORT. Ir ICI d ;;a 12 0.G • ' P .ow 1H uNes 17ARCHITECTURAL PLANS PROVIDED BY THE 1 'LAE - K WAV5. 1 CITY OF RANCHO CUCAMONGA. 5�p '`►2 A �: 5�g. ' A, 8. @ C 4�g oz, PERPENDICULAR TO FOOTINGS N OTE: _ REST ROOM SIDE UTILITY AREA �� CONCRETE BLOCK UNITS ARE TO BE SLUMP ONE SIDE" I xjM --#- 2'` (FOR ALL EXTERIOR WALL AND SURFACES SLUMP SIDE I ,oTOWARDS EXTERIOR). ALL INTERIOR WALLS AND PARALLEL TO FOOTINGS PARTITIONS SHALL BE PRECISION BLOCK (VERIFY WITH SHEAR TRANSFER BARGE 1" 12 TOP OF INTERIOR WALL 8 EAVE DETAIL it 14 TRENCH DETAIL2 COMMUNITY SERVICES DEPARTMENT). R E V I S 1 Q N S FOR CITY USE ONLY d = f&iZ- p }� PATE pfSCFIPTION APPROVED INRIAI DATE I L{ .� �l I Tr�7 -p7#6 1 I'' I d 2/Z MISTREET /O 1PPS W IFJ�=�r F- I�� N<rp IZ 3� Fvm L � 6 1kkA1r:� wMTE1LSEWER 4X �0 4ii �OC�S 2 *`f' V ''� I -�JC G. ►�1. U . c!!! 4d fL 1 410 WIfG7G�- GRD A DRAIN V ' ���C ,�•�j�� I TRAFFIC M .. • C. 1AI„- Vt I I FINAL CHECK CMM R'W AS CONST Harac, THESE PLANS WERE PREPARED 6Y: FOR PRIVATE USE 1 INITIAL DATE HOOKS • AND BENDS DN01111404 GIECKED 1 - -- --- -- -- — - •-- -- --- - - � -- - LICEN9ENUhABER FILE CITY OF RANCHO EUCAMONGA COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION T.--,l , , + x Up d & u,',,G 2' SII M��. MiQIECT NAME K E N YON PARK t L (vx FIpr�a 40 d L MAr-2 • 2 Go Mltil , VICTORIA VINEYARDS, NORTH SHEET TME . ARCHITECTURAL. DETAILS IV] APMOVED APPROVED K $ O.K DATE IO a TY MANAGER DATE pry APP � .n � t DATE ESUII DING OFFICIAL ' BEAM TO WALL �/ ` 11 BEAM TO W ? APPROVED ALL , �.� NOTES 3 TYP REBAR DETAIL 1 LUTE CITY PLANNER !� I ':'M ,a+„...,ti•„., mn„w:a:,em .n+ .;ea W^, ..,,.vmw.r,,,.+w, ""M.:pa.,,,.x. alYla .dW.r�.. .. m.tr .Y,d'11 'ar :A +.ffr:MlY a4'ri�i .+ vKawrrW, nk:aM -MMM "MMYMWNW.WIwyucMiw+.e vr,...spur+-Hca.'aaa..w+^axeromMwnsu+rd.+s§s+lk m ...wrwm.+.w ,.. .rn «.'mw+M^re.w+KK,Pr , w»,.. .,.:a.^u. r„„.,.::,..,.., wa,,:a",.„,.e a, .;:.,:, .. w«•,,,E„ ,.,,,.,. ; ,,.,+,+ wwt+riaaxw,wi»w.v,.+:: .:-,eon..> 0-1 PANEL A - `� VOLTS - MOUNTING ` 1 13W, BUS SIZE BLDG - O. pL . TYPE FLOOR M R M i�G1'rG fZ- © I R BREAKER lM40o _ * �1*b G� 0� OUTLETS D E S C R I P T I O I1 II Vdr N0 u,(g. I0r_TS REC MIS L1r �1T�•rT" QIJ 2 I M r • 3 ++ owe/ i ori vuP0 4 I °� ---- ..:fitvc, W GOKp. I HG 2 r 600 �. s o a h r - s 0 T'52 - - r2— UT I S I _ b 12 hG *�� SID .�-�.�• lyrL � 7 / k 1�x -1 4 ��4�' taL�n 8 o Y G. 3 _Ess 't>rr-l.,- '*P- 4- �.n 9 �4 1 r t� 40 o - --�0 Ivy� Gt 1 "''G &f-O U Nh 10 -gyp !°,#- TSL.. �• (�6L�- 1 i rM Tyl 1213 1LLQ I M 14 O II t;1FFR r i3100 � i N V' L..' i� L.... I I� A +-s roof I5(.0 Afr- 15 u u II .'t• S- � a 16 2 PHONE f:bWaR5Gb 17 SPA RF- 14rp f ( I 18 20 1'pT/48�11� Fes) +d I rpM 21 'f0 KO-4wr 22 23 24 (_ - c'T Gt;:;7 ? _ - Go N AGT oR. �, GEMN[1tAL NOTES - I I H G A 1, THE ELECTRICAL CONTRACTOR (E. C.) SHALL K RESPONSULE FOR CONFORMITY TO ALL LSM:AL CODES AND OROINANCES, THE STATE OF CALIFORNIA ELECTRICAL SAFETY ORDERS, THE NATIONAL ELL CTR ICA L CODE AND ANY ADDITIONAL JUR ISD ICT IONS RELA T INC TO THE WON(. ( G ELECTRIAL SYINti 2, IN THE EVENT OF A CONFLICT Olt INCONSISTENCY BETWEEN ITERS INDICATED ON THE PLANS N ��.CNINDUIT SLED Ix WALL PR CONDUIT ZN rum AR UMOtRCM, AND/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE MOTE, SPECIFICATION OR CODE CEILING31/4" AIN�IIM SIZE WHICH PRESCRIBES AND ESTABLISHLE ES THE MOL COMPLETE .1100 OR THE MXHO STANDARD O SMALL PREVAIL. UD IA" CONDUIT, 2 /12 WAROt UNLESSCO �- NDUIT HOME RUN TO PANEL A, 3, THE E. C. SHALL FURNISH ALL PERMITS AND PAY ALL TEES. R Q NOTED OTtEMW2K (1/'t" C. 2 #12) CIRCUIT N0. 1 4 3 V -- IA- C. 3 /12 -1" C. T 012 4. THE E. C. sMll AMcE P011EA CONNECTIONS TO ALL MOTORS AND EQUIPMENT FIAb1ISNE0 BY 1-0 S0GU(� T' ch Z 3/4- C. 4 MIM 2 _ 1- C. A /12 � S. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN IMTERAUPTING J -- "- 3/4- C. S 012 #10 - 1-1/B- C. 9 X12 RATING NOT LESS THAM THE MAXIMUM SHOUT CIRCUIT CURRENT TO WHICH THEY MY BE �- — 1- C. A 012 C p—COIOuIT ONLY SUBJECTED. // G FIXTURE DESIGNATION, IST NO. -2- Q CEILING OR IMNGINIG FIXTURE i. All MATERIALS AND EQUIPMENT SHAH BE NEW AND SIMLL BEAR THE UMOERWRITERS' LABEL I I H O A IL J 2�-4 INDICATES QUANTITY, 2111D LETTER -A- AND SMALL BE INSTALLED IN THE FANNER FOR WHICH THEY ARE OESIGMED AND APPROVED. L-1 INDICATES TYPE FIXTURE (REFER TO ® RECESSED FIXTURE M T. ALL DEVICES INSTALLED OUTSIDE OR IN DALOCATUNG SHALL BE APPROVED WEATHERPROOF. z SCHEDULE), SAD W. -4/40- INDICATES O- OLL POUMNrED FIXTURE aJAMTITY AND WATTAGE OF LAMPS B. UNLESS NOTED OTHMWISE, ALL WIRE SMALL BE COPPER. ALL WIRE SWLLL K U. L. LISTED, I W FATED FOR 600 VOLTS. 00. ,12 MINIMUM SIZE EXCEPT FOR CONTROLS. WIRE USED IM END TO Z D SURFACE MOUNTED FLUORESCENT FIXTURE OPEN FLUORESCENT FIXTURE END FLUORESCENT FIXTURES SHALL BE TYPE AVA, ANN OR THIMI. L . . W ® RECESSED FLUORESCENT FIXTURE 1;::P- FLOODLIGHT 9, THE E. C. SHALL INSTALL ALL CONDUITS AND WIRES WITH A MINIMUM NUMBER OF 9EMD5 AND T\ t®t EXIT LIGHT, PROVIDE AMONG AS � SINGLE POLE SWITCH, -a- INDICATE_: IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEAD - 0001, KEEP OPENINGS AND PASSAGEWAYS CLEAR AND MEET ALL STRUCTURAL CODE REQUIREMENTS. F INDICATED CORRESPONDING OUTLETS CONTROLLE 10. THE E. C. SMALL NOT BORE, NOTCH OR IN ANYWAY CUT INTO ANY STRUCTURAL MEMEA WITH- i M ' SWITCH WITH PILOT LIGHT j ; THREE MY SWITCH (SPOT) OUT WNITTEN APPROVAL FAN THE ARCHITECT OR STRUCTURAL ENGINEER. Q JNCTIOM so � CLOCK OUTLET 11, INSTALL CONDUITS FOR ROOF MOUNTED EQUIPMENT BELOW NOF AND STIR-UP AT EACH PIECE .� DUPLEX RECEPTACLE, #12" UNLESS TELEPHONE OUTLET, *12- UNLESS OF EQUIPMENT. FLASH AND SEAL ALL PENETRATIONS.WTED lTMEAN ISE NOTED 0?HEAWZRA 12, THE E. C. SHALL PROVIDE SUPPORT FOR ALL FIXTURES AND ELECTRICAL EQUIPMENT TO COMPLY H �" I N � GQ N L... b 1 A Q FLOOR IIECEPTACLE ® FLOOR TELEPHONE OUTLET WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE AID ALL LOCAL NOINANCES. ..- SWAM MICIIOPHOME OUTLET 13, ALL CONDUIT CONNECTIONS TO MACHINES AND EQUIPMENT SUBJECT TO V IMAT ION (INCLUDING N�.�.�. EXIMUBT FAN TRANSFORMERS) SHALL BE AADS WITH SEALTIGHT FLEX CONDUIT. PROVIDE SUFFICIENT SMACK + O , INTERIM OUTLET TO ELIMINATE VIBRATION, ARRANGE CONNECTIONS TO PREVENT THE ENTRANCE OF MOISTURE. ' ® AOTrt STARTER � COIF IIMT ION STARTER 14, THE ENTIRE ELECTRICAL INSTALLATION SHALL BE 0MUDIED AS REQUTAEO BY ALL APPLICABLE ® "m BUTTON TRANSFORMER CODES AND THE SERVING UTILITY. KLL 11 BUZZER 1S, THE ENTIRE WIRING SYSTEM SHALL BE TESTED FOR SHORT CIRCUITS. GROUNDS AMD INSIILSTION I - MMEL. SURFACE MOUNTED =30= PANEL. FLUSH MOUNTED RESISTANCE BETWEEN CONDUCTORS AND TO GROUND. OIxoMNMMEX:T SWITCH, RATINGS AS NOTED P. C. PHOTO CELL 16. THE E. C. SHALL FURNISH AND INSTALL ALL CONDUIT, WIRE, BODXES, SWITCHES, LIGHT _ . FIXTURES (WITH LAMPS), RECEPTACLES, SERVICE DEVICES, SWITCABOAMD6 AND PAKUM M" TS TIME SWITCH W. P. WEATHERPROOF REQUIRED FOR A COMPLETE AND &OATIONAL ELECTRICAL SYSTEM. ® REFERENCE TO NOTE 0. 2 F. A. TIRE ALAM 17, PROVIDE A MANUAL DISCONNECTING MEANS AT MOTOR FOR ALL MOTORS NOT WITHIN SIGHT i OR MORE THAM FIFTY (50) FEET FROM ITS CONTROLLER. R E V I S ( O N S FOR CITY USE ONLY Tom, tM1EAMOSTAT •S . '7"' LONE OR UNIT AFF AMYE FINIIIMED FLOOR 16. ALL SWITCHES AND CIRCUIT BREAKERS, DISCONNECTING MOTORS OR CONTROLLING ELECTRIC DISCNMCE LIGHTING SMALL BE WITHIN SIGHT OF MOTORS OR F IXT IBES (MOT OVER M iT.) FDATE DESCRIPTION APPROVED INITIAL DATE OR BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. STREET r 19. PROVIDE AM ENCLOSURE OF EQUAL FIRE RESISTANT RATING AROUND ALL FIXTURES AM EMIUTA- WATER SEWER GRD 1 DRAIN C REFERENCE NOTES: PENT INSTALLED IN OR PENETRATING THROUGH FIRE RATED SEPARATIONS, TRAFFIC 1 INSTALL FLUSH WEATHERPROOF SERVICE ENCLOSURE IN EXTERIOR WALL. COORDINATE INSTALLAT- 20. VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE - FINAL CHECK ION WITH CONTRACTOR. FACILITIES BEFORE SUBMITTING BID. _ Rw O J-BOX FOR CONNECTION TO RANO DRYER. FURNISH AND INSTALL CONDUIT, WIRE AND CONNECTIONS 21- PROVIDE 14 GA. GALVANIZED STEEL PULL WIRE IN ALL EMPTY CONDUITS. AS CONST. PER MANUFACTURERS INSTRUCTIONS. VERIFY LOCATION. �3 RECEPTACLES SHALL BE FLUSH IN EXTERIOR WALL. RECEPTACLES SHALL BE EQUIPPED WITH THESE PLANS WERE PREPARED BY: FOR PRIVATE USE GROUND-FAULT CIRCUIT-INTERRUPTER AND LOCKABLE M.P. COVER. INITIAL DATE 4 INSTALL PHOTO CONTROL ON 1/2" CONDUIT ABOVE ROOF. AIM TOWARD NORTH. FIXTURE SCHEDULE DRAWN 5 INSTALL SERVICE PER SOUTHERN CALIFORNIA EDISON CO. REQUIREMENTS. CONTACT: BILL TYRE A. LAM DESCRIPTION MAUFACTURER • CHECKED NAME DATE IF WIGGINS, 714/947-8227. A MAX. WATTS CATALOG NUM SO LICENSE NUMBER FILE . Ob PROVIDE UFER GROUND PER CODE--20' OF NO. 8 BARE COPPER WIRE ENCASED IN 3" MINIMUM OF A 1/50 HPS WAIL MOUNTED VANDALPROOF HIGH PRESSURE SODIUM, KENALL NOTE , CONCRETE LOCATED NEAR THE BOTTOM OF THE FOUNDATION. BOND TO THE COLD WATER SYSTEM. 50 WATT CLEAR LAMP, CAST ALUM I NUM HOUSING, 5210-9500 CITY O F RANCHO C U CAM O N GA O7 PHOTOCELL TO TURN LIGHTS ON AT SUNSET; TIMESWITCH TS1 AND TS2 TO TURN LIGHTS OFF POLYCARBONATE REFRACTOR, TAMPERPROOF SCREWS, COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PER CITY SCHEDULE. SUITABLE FOR OUTDOOR INSTALLATION, 120 VOLTS ELECTRICAL PLANS PROVIDED BY THE CITY OF PRIWECT NAME KENYON PARK B&C 1/50 HPS CEILING MOUNTED VANDALPROOF HIGH PRESSURE SODIUM, 5010-9500KE RANCHO CUCAMONGA. VICTORIA VINEYARDS NORTH 50 WATT CLEAR LAMP, CAST ALUMINUN HOUSING, POLYCARBONATE REFRACTOR, TAMPERPROOF SCREWS, ALL UNDERGROUND ELECTRICAL WIRE SHALL SHEET TITLE 120 VOLTS BE PLACED IN CONDUIT--SIZED AS NECESSARY ELECTRICAL PLAN AND LOCATED AT A DEPTH NOT LESS THAN ,36". APPROVED APPRO„Ea FINAL PLANS TO BE REVIEWED BY AN ELECTRI- DATE 10 1 COAN.MINITY S-MANAGER DATE CffYENGIMEap CAL ENGINEER PRIOR TO CONSTRUCTION. APPROVED DATE /O XJ OFFICIAL a �' APPROVED rj DRAM 4 Na I DATE QTY PLANNER .w.,,. ,,, .... ♦h-.vt,m�+...eMrr. .wn::m..+lk-..,.►�.+ .y' _:....4.ate ._.:+For... _._ �_�. -1' t _~ f' U �J l I `TIM6WITC44 � Iu FIXTURE LAMPS MOUNTING DESCRIPTION & MANUFACTURER& TYPE z °C WATTS o 2 Q o0 O AND 0 cD z -' VARIATIONS CATALOG NUMBER J W T � Z W Q � � z LJ � � TYPE oC U a. 's moi.!1 TGN �U- °' �clu 50 10 1- � G �I Nf S y�•N�a- t2�sI5T�T WP �ki • �IF>ruh� �� x '12 0 3 rD l2o 2 r- g .Z 1 3 Q I cn kJ #?os-('L I c-, H-t f IA M Wc.; . -t ► Nis �. �� . Fif�IN�p 1 o � I14 �t+tT M qt N . L�.5 �S 11JC�l.E #�i�•r5 -?�N 15 a v z I ?f� �'�, I N� L4 M lel C -Z�Nf5- J 3 �� ��s I�Tu , "h^l I rl Q 2 "M Irk ta= 'I� L a Z J X03 � - � � W IFLOOR PLAN - RESTROOM BUILDING u 1-0 , ' R E V I S 1 O N S FOR CITY USE ONLY NOTE: D DESCRIPTION APPROVED INITIAL DATE STREET WATER SEWER ELECTRICAL PLANS PROVIDED BY THE CITY OF GRD 6 DRAIN RANCHO CUCAMONGA. TRAFFIC FINAL CHECK / R W ALL UNDERGROUND ELECTRICAL WIRE SHALL AscONST. BE PLACED IN CONDUIT--SIZED AS NECESSARY AND LOCATED AT A DEPTH NOT LESS THAN 3611. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ` INITIAL DATE DRAWN FINAL PLANS TO BE REVIEWED BY AN ELECTRI-w CHECKED CAL ENGINEER PRIOR TO .CONSTRUCTION. NAME DATE LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION j PROJECT NAME KENYON PARK J - VICTORIA VINEYARDS NORTH SHEET TITLE ELECTRICAL PLAN • APPROVED APPROVED 4 L4�� ��� %oi � V1 DATE 10 cob/uim S DATE CITY ENGINEER APP SHEET OF 2 _ DATE Al. r -r OFFICIAL l AppRpyEp __ _ DRAWING NO. QATE CITY PLANER