The URL can be used to link to this page

Home My WebLink AboutVintage Park R: r 1 I �e Yi THE OMP, ' - i NCW1 [AM " c y I LL 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA , CALIFORNIA 91730 SHEET INDEX SHEET KEY MAP COVER SHEET GRADING PLAN L- 1 a HIGHLAND AVE. CONSTRUCTION PLAN L—Z - - - - - U j - CONSTRUCTION DETAILS L-3 _ CONSTRUCTION DETAILS e j= o CONSTRUCTION DETAILS L—rj IRRIGATION PLAN L-6 y� - ARK > IRRIGATION DETAILS L-7 o TREE, VINE & G.C. PLANTING PLAN L—$ he SHRUB PLANTING PLAN — z dPLANTING DETAILS =�� _ PROJECT SITE L- 10 - - _ �._ t ^- ul CL ;. ARCHITECTURAL PLAN - awsecrIc Tu q 1 ww ww rb A � -Wi=t._ - r � �` �• =- 1 NE 1 ws off A 3. ��' _- _ _ * ELECTRICAL PLAN _ i , w * ELECTRICAL PLAN - Lu r r. cr QUANTITY ESTIMATES ' - - _ MORCONSULTINGs. . :i _ _� .w:: _ � :, � r�� SE = K:�- �k PLANS PROVIDED BY THE CITY OF PLANNING • EJVGINE�RING • LANDSCAPE ARCHITECTURE PARK _. t RANCHO CUCAMONGA. TURF 216,453 S.F. - SOUTHERN _ ^ PACIFIC •RAILROAD 4860 IRVINE BOULEVARD, SUITE #201 GROUNDCOVER 30,080 S.F. IRVINE, CALIFORNIA 92714-1299 (714) 730-7117 TREES 383 TRAIL . TURF 13,056 S.F. - DESIGN GROUP, INC GROUNDCOVER 4,768 S.F. OGATE ZY CNGi+vEEk INC .� TREES 50 PLANNING AND LANDSCAPE AR — DATE- CHITECTURE r ' OFFICIAL 27205 LAS RAMBI•AS,SUITE 250, MISSION VIE,�O,CA.92691 (714)582-7516 ' ""F``° NO SCALE DATE Of PLANNER ABBREVIATIONS VICINITY MAP PEVl5Eb T�5 -rOTAL s-5-� r PROJECT SITE $' O AT DS. DUWNSAOUT INV. . INVERT ELEVATION S. SEWER A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. SOUTH ♦j A.S.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF ARC SCH. SCHEDULE A.C. ASPHALTIC CONCRETE E.C. END OF CURVE L.A. LANDSCAPE ARCHITECT S.G. SUB-GRACE A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEET SHT. SHEET A ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT S.F. SQUARE FOOT, FEET �P ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS I� �Q��li SCRIPTION OF REVISION DATE APPROVE APPROX. APPROXIMATE E.W. EACH WAY Highland Avg, MFG. MANUFACTURER 8Q. SQUARE CITY OF RANCHO CUCAMONGA B.C. BEGINNING OF CURVE EX. EXIST. EXISTING PACIFIC Mf[. MANHOLE 8T. STREET Baseline Rd. B.C. BOTTOM OF CURD F.F.E. FINISH FLOOR ELEVATION B.C.R. BEGINNING OF CURB RETURN MIII. MINIMUM SFS. SURFACE FOUR SIDES F.G. FINISH GRADE N. NORTH T. TANGENT '9p BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.C. TOP OF CUn3 Foothill Blvd, B.S. BOTTOM OF STEP F.S. FINISH SURFACE MO. , N NUMBER T.C.B. TOP OF CATC:I BASIN 2 �1PV VINTAGE PARK C. , COND CONDUIT FT. FEET, FOOT O.C. ON CENTER 'f".F. TOP OF FOOTING ----- C.B. CATCH BASIN FTC. FOOTING, O.D. OUTSIDE DIAMETER .C. n-P OF CRATE VICTORIA VINEYARDS . NORTH . C.F. CURB FACE V GA. GAUGE P.A. PLANTING AREA TAG TONGUE AND GROOVE � � m _c COVER SHEET to C.J. CONTROL JOINT GALV, GALVANIZED c = P.C.C. PORTLAND CEMENT CONCRETE. T.P. TOP OF PAVING m U 3 C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP crS P.R.C. POINT OF REVERSE CURVE T.W. TOP OF WALL w c' pA�� ` -'� C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED -.BIM O tt APPROVED �1 C.O. CLEAN OUT G.P.Y. GALLONS PER MINUT3 PL. L PROPERTY LINE TYP. TYPICAL ��r 0 4, _rtl�ANiaNI Y SERVICES MANAGER, - -' j P.S.I. POUNDS PER SQUARE INCH V. VOLTAGE DEs�oN iiEG�MMENDsO CONC. CONCRETE GTI. GRADING CONT. CONTINUOUS PRND. GHOJND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL BERNARDINO FREEWAY ( - 10 SG �rMORSE CONSULTING GROUP CSK. COUNTERSINK H. ,HT. HEIGHT R. , RAD. RADIUS W. WITH I WWRA � NC0FJVOIW.&VVG'L Anal-A'EARCNFnX1M .rn VVW 8OLLEVAM WM w CL'. CUBIC HCR. HEADER R.C.V. R MOTE CONTROL VALVE W. WEST DRAWN .r\.s e\Vcc 17v'1&°' nu.°mum SmanT DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE M.P. WATER PROOFING SG' L-1 os n D.P. PRINKING FOUNTAIN H.P. HIGHPOINT REQ. REQUIRED VR Rik WE" N r H DIA. O DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD C>46CK= oawWIM Agm is oATs / ! q, j y O' SEE F- 5HET 2 FOR IMPROVEMENTS \ FOR S►G t7 N CJ ST/ G� �_ 1SI(J�RATIOI�IS r ON PARK 51TE m,,RKING LOT . -- •- CONSTRUCTION NOTES .. ., .. INSTALL 2" 50-•~.40 PVC- FOR POTABLE WATER SERVICE Oma• C/ �-1�� ` ri�,="r ��i � � ��-) o�-- / r- ". • • , ,. (24" DEPTH) �� i� J,. 133`��' � �,.--�-i 1-=/ / 0-1 / � �,_,___�/ ,0000e �•.. . •. . . - o � TRACT 13441 G r _ / _�/ 10 CONST. 6�� V.C.P. SANITARY SEWER WASTE SERVICE ` `_�p�,v� I� --�. 11 CONST. SEWER MANHOLE PER CUCAMONGA COUNTY WATER . 01�— �•••�_— --05- 8 DIST. STD. DWG NO. 18 / ••. CONST. SEWER CLEANOUT PER CUCAMONGA COUNTY WATER �/ w \\\ °`'�/� oo �— I'I DISTRICT STD DWG NO. 21 (6" BELOW GRADE) i �/ ��/-•-- - /�� \ J :'. \ ��/� . ��— � ,/ � � � ` 13 REMOVE PLUG AND JOIN EXISTING SEWER LINE .ii�/a/�� i��-•" �,— \\\\\�o_ \\ � � i �2— ' 9 /Lc6oZn0N of GTE � � -- of_ •.. � ��'I �— �ii'�i L.INES- RE.FF.R TO I I I 58.01' GTE. GONI�T PLANS • //� `" �i!`�� .. -". '�// � ' - �.�� ;' \� \\\\ - _ _.. __. � q9� � _ °° III. \\ /x•'18 __ - • . I 65 \\\ 00 10 ` 1 L. J , 61.29 /001 HARD 1 64 by \� ' \ toFPO`�� \ - \ \ COURT�F"' . 1. 1 r 62 00, 01 — _ ' \ _- ` �• to 61 \ +0 00 U ' IL \•` `~ -_.. ," / \', i / l I l \ � CLGC4TE.P�' OE'T;•�(/L \ V I I Vir r I / 65 Z F, I __ _ __ . /, . / / ��uj LL 0 PAR SITE o � i 3 2.3 - 1 / / I / \ � V Q ,.. _ 1 \ 11-00" / -- .� 6C 1/ I \ / 1000, z5 11-01 I /1 / + / 45 z z 1 ' •. .L �� . , { / IIIA _ • � � � i roti � - ,� � � / . 1 BENCH MARK B.M. 1638 1-01 �5ED PARK/5C��L ` I l ELEV. 1297.297 / 24' EAST OFrz ETIWANDA \ OOUNDARY PER TENTATIII'E I I I /� ��-- `\ `�►�-�`—_— ' I I � . .; � , I MAP NO. IIIOCo I 1 \J l I I I `.... �-- - MI AVENUE AND 40 NORTH 11I \ 4 4 OF BASELINE, SET BRASS � BENCH DISC. IN TOP OF l i ND OF A 4'X2' CONC. II M I \ ��- � ' �/' 7 /� I BOX CULVERT. �L \ AT DESCRIPTION I S I O N S APPROVED F�CITY USE INITIAL DATE o E �'' -- / 43 STREET 1000,U \\ \ I '-0"0'- I / ' I /i WATER SEWER \\\\\ \\ �� / / .,` / / / / / GRD A DRAIN // `;- TRAFFIC \ \ �� / / \ �, / \/• FINAL CHECK _91 _ --�t--�' ^ /� o �� ill. / (� ` / /,� \, RW \\ \\•� - mai ��ti�' / L \ ` / / / ' / AS T ® S d9 C%c-N6RAL REVISIONS CONST _J — 'i /� A / / II I 9DAE0 hW �SEf/TNeo-4 CLUS7'r,E'✓ iN' `A.-.- or _ter/ r ��/, , // /�`� THESE PLANS WERE PREPARED BY: FOR PRIVATE USE \ �_�— =•�_--- —� �- ------ _ �-i��!� T43'p --•�_```- � \_*�� — =� 1. ^. // MORSE CONSULTING GROUP '�1t - 465.00' � -_ �- - i. ' PLANNING • ENGINEERING • SURVE►TNG INITIAL DATE - — DRAWN .. •': _ '+ .. ,� -r �.- J / w.o•vrc wutvuo.am•oo: . FAX(714)?WrM CHECKED /. �/ -�`� _ •/ �� -_ ^� �' - '78 NAME OATS LICENSE NUMBER FILE >>0ll CITY F RANCHO CUCAMONGA o� L�� \ �•- = ` 11 .5 -+- - + 0� COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION _ , • S 315.9 � r}o 9 �° '� � .�°"� \ PROJECT 1 �1(0.rJ c ^ C\-•: . 1\ 's 9� � s��.l NAME � a o ^�' '10^�. � I� r—�� .. '� � -- �►�^^ VINTAGE PARK ( TRACT 13445 ) �I • - i 0 o h. r— 4 0 0 .w I N39 \ ,�� ,1.� � �•13' ' ,/,, A X15.1 I _�.�� SHEET TITLE • �•, , ^ 1 GRADING PLAN :`•3.59 16.93' �� 10.91.x" ^ice ��—� 8 ,Q�pFtSS`gl ) O �\ C. ,y ED i 35.16 `� 50.00' S0.00�. 16.93' 2 .61' 98' 32.98• = ,// 6F` APPROVE , _ �A0c'STREET �� r— � o� u '9j ] c c 3 8 � NO. 20596 �� DAT p I S MAliA�1En5 DATE Q Y ENGINEER � ' – _�j ,[�� D h^pr ^pc 1, / gi Exp 9-30 Ky * A / 14, -, O '� Qj �j �S1 ^D� ��, Q DATE r pFFlQAL SHEET L� a OF 12 Fi AI' V �1\FO�� APPROVED – DATE CITY PLANNER °RNiN"'G NO. ! / 94 i I i �O r CONSTRUCTION NOTES �— CONST 3" AC OVER 4" AB FA,�/EMF-NT PRECISE GRADING PLAN OZ —CONST. (o" CURB ONLY PER STO OWS. 301 PARK SITE PARKING LOT 3a--CONST. TRANSITION CURB 10" -rO (o" CURB FACE 40---CDNST W CURB AND 18" GUZTE.R PER DETAIL„ HEREON 5a--- CONST 3' WIDE AL..LE.Y GUTTER PER DETAIL.. HEREON �CAN5T. HANDICAP ACCE55 RAMP PER CITY STD. L DETAIL i# 31Q W/REQUIRED 5l NAGE �1 aCONST. A.C. RAMP A —INSTALL- CC)Uesk--✓ 4" WHITE. PA1N-TE0 Pp.RKING '5 1 MtFVr GcDCpROING TO CITY nff RAFiCHC, Ct.)C',"-l0Nek&l 5EE STREET IMPROVEMENT 0E\/I~L CAO'EMENT CODE PLANS ROR TRACT 13Z'19 Q 9�-- CONST. 6r CtWCRETE APALW AT TRASH EAVLOSURE \ :• :. o,, R ` Q Q W 0 V, cp TRASI-t U (a SEE. L,ANDF�/-*PE �� ,.. U PLA"5 FOR IDETALL.S ? I / cc �s� 9 °y°` 2 \\ o 41tp rc 57, iga IL QJJ 2„ 15A ` 9j f `' 96�C Dt �,o oQ o? g of LL 3 ., 1.1 L.1 \�j, WALLEY GUTTER DETAIL �.o4TC o� �3 'o � �' \ , \ a 1, \ � NOTE WEAKEND PLANE JOINTS / CD ' J 3 rc �(� Q 5 SHALL BE CO STRUCTE.D NOT -t• THANK:)' APXART �O f �j o,� 4 'r'C ELEV 3/8"LIP �� LINE Q � • A . • � 5•./,• TCN' OF PAv. �^d`/�� / •� °W��C N i�� 1 01 „ .-. ` �9 •(.�� ,.A � 8.100 0 00 — 0G O �• � / 4 6” CURB FACE & 18" GUTTER DETAIL 2� i (N.T5.) � :, ` kN. 03�f / 1 V I S I O N S FOR CITY USE ONLY \ \ � R E DATE DESCRIPTION APPROVED INITIAL DATE STREET WATER SEWER GRO a DRAIN TRAFFIC FINAL CHECK RW AS CONST ® 5-89 GENERAL ALY/S/ONS THESE PLANS WERE PREPARED BY: FOR PRIVATE USE MORSE CONSULTING GROUP INITIAL DATE PLANNING • ENGINEERING • SURVEYING DRAWN ' mw 'm CHECKED rx,n,i rnrw NAME } DATE LICENSE NUMBER S FILE CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION i PROJECT NAME VINTAGE PARK ( TRACT 13445 _ SHEET TITLE ESSIGRADING PLAN Q�p pNq/ )( 'MO � BENCH MARK B.M. 163B I C\ APP ED / APPROVED ELEV. 1297.297 No. 205% 24' EAST OF ETIWANDA * r..n 9-30.89 * AVENUE AND 40' NORTH DATE o Y s S DATE d ITYENGINEER �Q OF (t BASELINE, SET BRASS APP ,1f CIV11 �'A BENCH DISC. IN TOP OF DATE of SHEET L_l b OF 12 'qrf OF C -� NE END OF A 4'X2' CONC. APPROVED DRJyy pq BOX CULVERT. DATE LCA CRY PLANNER (� 4 . PAR 'VICTORIAI - o K + - - NE - _ _ q 1 - — _ 61C 4 X K• 5 kiAlu_ 6-V�P -40WR TOM.,%I sr K I�TBfWfk,,5lp�ar1L�! / VICTORIA VINEYARDS NO REE � — 3"� �✓ aT�••I�sr ... LANDSCAPE PLANS FO STR N •.••••-•••'" " L1 M, fi 6til o — !4 Q s�P"oov by0 OF THOS AREA. ••• �.,2- •-p •'••"• X ••�:��•`:•�••�..��•�••��``��'�•��•'.'��•'��•`�`�•`�'��'�� "- .�____ .��• 4' colic. atm d o - '"`; ;. w•"'" ' ' 3TI:EL Nb kYxv x(8.5 • +A � � ��, ,,� ,tir I :.:�::•:.....:.•;;..;;..•;;:..:..;..•�..:.... DDU�L� STRIPI= IN �Ai�ING L01" • . - •• : . . •• . . . �Tff \/A�1 LIT � I FY Lzt_ .TION Irl I P� CITY 51ANDA . I pE 2 SLF_E✓I 1�M .�� h :. 00 H \ AI J I-T o �L.t�, STO}�C� G , .o' .,/ I tJ�• �. SSV Go^I h�_ '`` •� �L,o TIONS �4/6T� A �V� uTY of R.C. 1'� :'..:::::..,;''•:::- :: .:. T sH I 5U1�E N A /— _ PLAN VIEW 8 �8 sumer' K I�o►Ilcarlcil Cal-oR T I� ICN ��• h� / I 1tL2 T� eL p. T IviV l(i T/�I✓� �/�� T�� .•.�••• •' •`••.•'• `•'•••'•''•'..�.`•.. - 4•xl�" blG� I- kA D l G�,P PA? -•I IJ6 S "A L-L, ANS X16 N1�6� 31E'6 -�/ 51�t.He��/1' �4 vexr-a .• vuT� tlrsP4 sT^,PLe FXTCr1� rwo CCNM •- — Q�� 6 rY sP bJEL•� I sv►rL.eY 911 IN FTN .: ��• No sTac+c Y �Lv - #4-"OR= c�lr- i V 1�1� �t/ i ��\� L�CJ I •• ...\::.. - R'21� , " STECL Ft�T y2 o.C. A I A M T1 ri 2 cuc. V4, 6�+LV. 5TLEL GNC IZ m x Iz _ Q TglV'L' �p U- Lr t�LT srgco 1ao9 To -� i. O FRONT ELEVATION � 's #�NIsN c,�►ve 'X IO <�N(� �?p1�, T ` " , Q 3�i 1 E�Es aVL l.rb s 8 w I D� GQtVG, Mal t�-IP �1.�E7 SERIES 2 ` - �A - = - — r ✓ n CLUSTER s WELD i _ ' ' � STEEL 3x 3 x 18"15 1� T /� :;:: �l.A t� I�R�AL / CNM4�IND St`IanT4i, FIl1-1ST I�C.ChIC. ` CoNTS +� A- A ''>'�� UMP AC-G - f ' ;,_= I o sxT 110. �x3 sT5 E -AT t-+ .Me 10� .+ �/T/ 'y�y'"�� V�t ��✓� I r � � '' '`• 'J __ cr-1:��'��:'�` :_:- -• � SQ � ,J S�K .t IBX 4• PSR STOCK �R°•GIPI6 �1 3UbGf'F1�.17 r� SECTION ��. Com'-"fZGAi•, �, Pte.. r �. -- - , • _a• - - - r x 4 mos t�•t= I'•1�'1`11N6 a ToP t POTTOM ASD Il�arr Y 2x� mos v r. �Te F;�utl6s ERIE& BuTT HOLE 15Y 5TANLEY S To SItE F W •��-� To PoS ELD I >�/% T M �S T ';�� - e 6o T CLUS E - ,; - - - �c cu- ( T _- �:J:• r 1, -- _ - - - - - = CAIRN T TOP ;C, Pa-0 �- _ - - = To PUS r 6r. �.�/\/ �/�f}'�, }}.��/A��.I ///y�� //�//{�� i�:' .I�` •:y�1, \,; - _ ~%!•.'_�..!: T �1 -f-- G4�'• VI H a Cc��l�Pd� .Pe!�� u'T � I Y,4 Iws or. v�ICj%4_ � PF4441 46 _ ..__w''�1�i �' �' C -�. �� .c..c.w�'c'T'(�N I HINGE DETAIL • 8. r _ SI�EEVI i�IG Ti11NF ® G��l.►d.* .5 4• �U.1 STS! I•c�/1NST�I, — c�n T T►�N G w u� ., �, ,� TRASH ENCLOSURE W/ GATES NO SCALE A ,:ROM �-�• sTo�� G}1�a To Co , fes, ��.lI�•G � . � T SIS' o CONSTRUCTION LEGEND 0 - �- + Pa' S.� DESCRIPTION BRICK DUST SPECIFICA SONS oQ ® T �. 60% CRUSHED BRICK LIMIT OF WORK , TYPICAL 40% SCREENED CLAY ° SCHOOL SITE _ •� " '� `II� 1GIN6 41 INSTALL BRICK DUST•1 DEEP iN INFIELD:+ Q \ 1I�C.. ✓ ASPHALT PAVING, SEE GRADING PLAN MARKETEDCORONA CLAY DUST'OR (APPROVED EQUAL)8Y: � X. (714) 737-5i67 ?"ND � � fl ��1'��-{•I p RoR PLAY AREA SAND SEE SIEVE TESTS AS FOLLOWS: MIN. 95% PASSING THROUGH 915MM STD. SIEVE vl�n ' MIN. 65% PASSING THROUGH 500 MICRON. STD. SIEVE W �d'^� �� • r S" WIDE CONCRETE MOWSTRIP, S MIN. 30% PASSING THROUGH 53 MICRON. STD. SIEVE .03 EXTRACTABLE CALCIUM BASED ON DRY WEIGHT AND LSI `v MO�5Tf I� CONCRETE PAVING, SEE G UTILIZING 10% OF SODIUM ACETATE EXTRACTING SOLUTION. �` t)L)� ..•11J�I�Ii:� � � ALIGN, TYPICAL • Al/^/ STEELKS BOX NO.THRU DRA 2424 WPIPE SEEADETAILYBER� AND 3"X5" GTE UTILITY SLEEVING NOTES. �j� I �� I Q` WALKS MOWSTRIPS PARKING LOT AND ALL HARDSCAPE !TEMS HAVE BEEN COMPUTER 131t f '�4� o� Cd�t �° Q DIGITIZED AND WILL BE LOCATED IN THE FIELD FOR CONSTRUCTION 13Y THE ENGINEERING = SURVEY CREW. T� O UTILITY PLANS SHOWING CONNECTIONS FOR TELEPHONE SERVICE AT RESTROOM BUILDING WILL BE PROVIDED BY GENERAL TELEPHONE. Z C.tA�• �U�Ov GI••��,!.1 —+ 0 SEE SHEET L-4 FOR GENERAL CONSTRUCTION NOTES. f`lN ✓wG-- '� I `�-=• _ SCALE1"=40' �,/� � ✓ � �= GONG. VINE ;` - I, ..�� - �L�"p`� R E V I S 1 O N S FOR CITY USE ONLY SEE VICTORIA VINEYARDS NORTH TRAILS A. p -----J G t- Ir` J • '"5T1�1 DATE DESCRIPTION E :INFRASTRL�T�JRE LANDSCAPE PLANS FOR , ROVED INITIAL DAT 5 F_'M? J [i�I vl(`�PtT I✓ � � I ADD CONC. DADS STREET CONSTRUCTION N TITS AREA. 5'� `' �� OF= --- 'i'1� r ,►, �O - '- c C• P NKINC� WATER SEWER Z. 'tom �T .:.� ` / - .ti.Pc�` UNrP�IN V S ES cao a; DRAIN . �l�N AID P�COI�R�E }� TRAFFIC ,lotl { �— ', I;-'-7 -, S- - REV) TOT LOT Q> 16U FINAL CHECK AS CONST. R=121 5 i1P R=i B I M� y �utt I\S7 7 :. -. THESE PLANS WERE PREPARED BY' FOR PRIVATE USE 4~ - =�c-� - ' RJM INITIAL DATE 0 ' . DESIGN GROUP DRAWN 14187 CHECKED "o.M.wr o•ow .^' k �m _ �w� �iRwtwt��Awia��►I� NAME ►MRYt M.1 , •�� •� is 1:CtIItB PER ' I -> DATE !-S• STEEL STO.!xi A Zl 0R ARRAMW LAX4 20 �� I'1+yJ�r�DR IGr/►TbNm) ® e K �; _3 LICENSE NUMBER FILE I't �d.11s5tL'f V THIN r 14 �` te+Q,es i !:s 2 4 :s. °""" Z: r/ 1- 1�; �p�1/r� ` a = CITY OF RANCHO CUCAMONGA .1 . 61 15Tf��T�iF� al l-1��r r • wr.• I�Maarw�sl COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION *MR r..K..wc I/2' I CH-nb 5TR _ + 2 e '�I r•r+r7 l�'rG1 IT`" VINTAGE PARK .o:� .:� .�mm. @wry.an w..wn aECnON ,q-q '• • PROJECT NAME .e-.0 r-..s• '""AVM'�"""" � PROPr1`IE ,.,,�,,,,,L,� -� \ , I �:' . :. :. r Cuortre��ea _ VICTORIA VINEYARDS NORTH a'S' STEL PER SID. - I ;�: l l-t f �r.� DRAW Tl+wu �D '\� p ', ,. CaiN�ssce4'�IPM�`dIT SHEET TITLE I r \ 2 R�It�QIP� T `- tZu cum 611 _ _ �1'1'� CONSTRUCTION PLAN S - CO 1�• r:,. 4; �IAGO I-jIT1IE•"Sa GL.{JLT>�tb f ^, caliII, :.. • ;; >r I I 1 �' J P 1�°W. PREPARED BY: PREPARED FOR: ''PPR°"�p '4PP1�°vED �1 ?; `,;� �-a--I � �� .. Gold aosyw-K R rr a cP•. (,/_ _ CITY ENGINEER - i• � 1�. k•1`�T�•+-�- Dct4fr•Ie NT Pew r•Vr#1- t SIDEWALK C"AITION t.j ��`�`'' II��MORSE CONSULTING GROUP DATE�p TY 5iAvICES MANAGER DATE r�• �$ (moi) - *It-45T I f ITHM55=J t-fEN '/ It' T ►^Y 1�27U SREhIS �r1.A1111�MC�EFJiSNC�IahRSCAIEA�A'CMTEC7VRE LYON APP / „ SHEET LIZ OF 12 NO SCALE ��7R6^T W PHFHc-5lcraL. Pevzk GTY FMQI�TS. w1I�cAI�C1EVAIND.Sum Sol I �p DATE > OFFICIAL wvr� RMImill7 „o T JfttWILLIAM LYON bo."t`for APPROVED DRAWING NO. 9 BROOKS BOX AND STEEL DRAINPIPE THRU CURB B DECOMPOSED GRANITE PAD /PARCOURSE C ,,..�„�„;; V ' IRO MOI.1 T'�I X4146;✓ i"1�G1=L. 2 -c - r No7F_- SEE t-7 QJfr•1E IJT CesT-I r! - FL-AcF- G,o-x, 7- .�. m T� �H>1ru� , 51_47• Ir-lo 8 5 To Co tIT I`0L�N, 51 i r L-3 Rorer.Tl N6 CRI LL . 11�5TAl _ I0ER _ r b 5"A Cw. => I f" I �I� I_ II 5 --7I�o r� 1`�IcLa T�,I fJ o I ION 5 I ,-I �,�'� Tv l��MCtJ. OF ?-,I .I 5u SII �,MC. �-tJIN6 �x�T L.�. r JON5 F- NI�•N U F�1G'1-uleER IQEC'oIM M E N C2/NT `� y - fi^c��L -x 14,�T�T I► I I P PI GIN I C, T .E _ ^140 oRIENTATiorl o� T�LEs. Lt, IG �s t-�v� ��rJ " �• 1'�IGN I� M�.N�J F�TU'�R'=- I 31G'I.R . cry OI P COMPUTER blGl?1Z�� iJD I,�Ill.l. 15155 : • : • r''1EN1✓�T .�n1S. MoUrJTiN� I ��Q____� Q-- 41I :�`�- d _ - ,• , '; ct�l-rRoL.✓r L J �T, -fY o o ,i uc s 'L.�T' �IcN IG I�TEn .IN -THs- �11=� Fof� u HEIGHT' Z4 (bcTToM aF P^N) - o - - a GiICI- rFFTE tzR T GoNSTt2UG i0N t `� THE 15t-161 EER- - - _ . ,< <.n Q I 4 T�.rr SET Ca+� ; NST Y Irk SuKvay cR��.l - _ . 5 2_�u _Q T 'rv�T� I I�R�I- GRA - 0 Y U r E F. f_ �' I c, � CI`c I q I u + _ SIN. MooF-L 'AI w�STE ter:jAINFF ! Ti�C=RC 5 I-pN IeAD 7 -0 5 -o RaD �' - IJ<1T�r,�.L C( oDLo R I^✓ 7 i 2 coMPr�T rtq REa"R ro . I Lo .P F`ILS TDA' SEGI,lf2� SUFE toT ?M CP C;R^IH I i I I r L'-✓CI-��N �"(G7l�NTEI� TO s T� �� bENsITY To 5aT IN cz�Nc- - IN51�E�CoNT�1rJEr��tJD , WALK DRAIN SC G • II = - - -1 7 --- To ToP PER Gr111G{� NO ALE Q 1I •. gl_o'L . s 3'- �1 12 ' I I • . •: I GIS nom# 7-w�- _ CZ I �� r� © WOOD CONNECTIONS - FRONT VIEW c�NTER dK1✓ :_. . Tlr+ecl MIN. •• ' I I .. - I IN axic. 2170-7-c b1nE PO ; INsTitiLL �___ - I I I IITIc TALET D I _, ' ;- I ,• •,, CGLO1'� Nh,Tl1f`�AL Gh�E`( ,,�'�, i-O � �_ a ZII � ! - ' • : • I I I I �,I �Z TOTAL) LL op (� • I ... •' r I � " I 'r I I I II i �1� L.tri t'"',�b 1 1 n rn l.� 8 N -- -. -_ .—.— ., .-• ._ a I N To 1`•il.r 15' YV Ic I I , r •• 12� _ • ' : •. --� ' . . ' ' .N 2 51 I V`L�tJ�T+-i 3r21I �,�T�-I I^�/�x� - �/� ��I I N __ I 7 C'l .• I W W M C�NT�f`�E.� Its 51.�� I..! I T H - • • : • Coles. sL.a To 10 h11DT+� I' CLF�R P�koUND ,Kir-i-TEK of SLP. ° 6 ..;.� -• a�.• 4 " i ' LEP TH (GNiG f�p•C I-U�.�/E EEti �r�r�l IT�+� WUM �M mmett �� ---- - 7 i�LL 1� .. , . • • 5 I oTE - corJc. BIKE a, _ • n ' CD►�1G, W/GXG-G✓�i I L. �E L�.Y.�•T�� l Ti-�E ��-- � PA R. iil a • . . ••; � � .- . _ . . , .. �•; �2 r�E•» �IGI TI ZEt� SND,,I� � :GN�T• - . - ° ;Q _ S K � �s _ •: �.. I �i CEkTs� I� `31,�• �IE„-b I�1`Z Col is ��cTiO1�j �Y T�� 'q -xpcT '.cc.��. tc►� ,N. i r'L. .BHT L - + • •S UI`,� 0"ZTE I�I�oOLJCTS MobEL If'� �IrGiNE�I`Zi1�IG I�IGNiC TA7��.� � � Z � FOR LOC^TIo [,oW- 4 '�'nr4ss EN- , 3 fie, ' �fis E GoNTAirJc - N�Tvr ,L �F_Y / T JOINT oRIENT�T!o o!= TL_E�. I a-•T'1c�Isc:P�s itercpRr�I1T'•1 ar+ Ns -+ T E C1 PER fes) T`fl� IoN� owrJ•. COL.K w/�oL� ►L roP • _ ._ • UB [B] WOOD CONNECTIONS - SIDE VIEW BIKE RACK NO SCALE H LE: /s• _ ,•-o• /� DOUBLE PICNIC TABLE PAD SCALE: 1/4 , o 3 SINGLE PICNIC TABLE PAD SCALE: 3 LEGEND T�GT�Fes- L!�•-iTl ►� -(2'MOUNTING HT.) 5 EQUIP. SCI+ 5 -"�� 5 _ �$� � p - Q r6, 17ki S "-' { - _ — i I oG,j :.::.::•: ....;:..::,:: :. 1. CONCRETE, PAYING, SEE DETAIL C, SHEET L-4. E 2 AND I INS I � AGI �Nm R m m m m m m m 2 m m 2. CONCRETE EDGE AT TOT LOTi SEE DETAIL A, SHEhT Lam. UIZf�OCK MODEL MNKIN& F0UN1-,NN- 4 I 14 3. REDWOOD BENCH LOCATION.SEE EQUIPMENT SCHEDULE, SHEET L-10. 5F-E DEAN � LOCATION , 0� SAI 8 INSTALL PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. - Y� 4. CONCRETE FOOTING, 2000 PSI MINIMUM STRENGTH, COMPACT SUBGBADE :ON rjER LJ I..ol•.l PRo1<ILE T0P NTL!ISL- T , 8 7 1 1 CHAMFER N.T.S. TO 90% STANDARD DENSITY PRIOR TO POUR, TYPICAL ALL FOOTINGS. Top ToS-I-E, 5. 4"x4" ROS REDWOOD POSTS(4 per corner)SELECT GRADE SEE NOTES FOR x , GRAY CpLr. PtT T H 6 ATTACHMENT TO FOOTING. N N U. W °' �ONTip•INER y�/CH I�1 f�io�NT�I� 746 INSIDE 6 4 6. 4"x10" ROS1 D.F.BAMS NOTCH 4"x10" TO RECEIVE 3x8 BEAM, ATTACH ' '• J= GDNT� l'i 1 1 �W✓ = 9 �� POSTSx ITHOm 2-7/8" dia. GALV. THRU DOLTS WITH MkLIABLE WASHBRS(2 *a.) Z �JCI•II✓nULE, 0jl-IT. - 1�• - 03 10 7. 3"x8" ROS L1 D.F. BEAMS (2 PAIR) ATTACH TO POSTS W/2-3/4" QALY. - i MACHINE BOLTS WITH MALLABLE WASiiEHS.2 PE..: POST. CC L) O Z +4 1 8. 3"x5" ROS441 D.F. RAFTERS 09" O.C. ATTACH TO BEAM WITH 3/8"dia.x 41 J n r I - ��0 7" LONG LAG BOLTS AT EACH CROSSIXG,(4 per RAFTER). j� I I 2 5r,' 9. 12"x12"x1/4" THICK GALV. BASE PLATE WITH 4-3/4"x12" LANG ANCHOR Il I L BOLTS WELDED TO BASE AND CAST INTO FOOTING(ONE ANCHOR PER POST J --� IGNT `�T ONLY --J1 = -r-===—=--i�_� 9 ►N )• Q _�T WITH STANDARD HOOK W J 1 I I 10. GALV. ANGLE IRONS, 1/4" THICK, 4"x4"x11-1f2" HEIGHT (ON3ldt;R POST) ' �t.[`, !�^0-'rY�. I 1 j 5 I WELDED TO TOP OF BASE ON INSIDE OF POSTS AS SHOWN ON DETAIL. U. N ' "dia. A Y RU B L S W 4I,LABI.�: WASHERS (TWO PiyR POSTS). - " 1�W NT ELEVATION 4 1 1 0 -- 11. 4 E 4 Tx Q T TRE R EQUALLY SPACED. corJC, FRO 1 0 12. ULVI 4o�NDs STEEL LUSI� WI�H Q PIOT�• CD _ I _ 4 ,�6 SE`v �� GT, PL./-,d � O(AC� • ' : • SrRI� ' 55 1 4 3 SIDE ELEVATION ��I'�II 10 O 0 __ { 13. 6-0 GRADE 40 STEEL�REBAR TIES. FOOTING SHALL HAVE 3-#3 TIES WITHIN Vl,�^.�IOI� _ OP GO1� �O �� 1�T, 5HT L.--,+ q' I _ FZRST 5" FROM TOP OF FOOTING. REMAINING HORIZONTAL TIES SHALL BE .' � I . OR - MINKIWal riOUNTAIN•(SHEET L-Z) 131-011 I ,o•l.., 12" O.C. SPACING MAXIMUM. ��. I I 9 14. CHAMFL�R AT TOP OF ALL CONCRETE FOOTINGS ALL FOUR SIDES TYPICAL AS y... . DIMENSIONED, SMOOTH TROWEL FINISH. ..... NOTE: D _ G ' i- h� !+ 1. 3" MINIMUM CLEARANCE TYP. ON ALL STEEL REBAR. PLAN ►�'�r PLAN T • • I : -: - " IL,IRAI:ON ql J f 2. MINIMUM 2000 PSI CONCRETE FOOTING. 3 R ARBOR RUCTURE SHALL BE OLYMPIC SOLID BODY, 5�E MNNNG I=OUNT�4IN I TAIL E, "- FOR SCALE: /H - O STAIN O BO OIL BASE RUSSET" COLOR. D �,�.• 4 o STE CONTAINER PADS 2 ::.:.:. LIGHTING/DRINKING FOUNTAIN/WA - - 77 _41 I C o P,A. ---- ------ 5 4 13 �� : . .. OIMIIM�tIc► rbJrlT>s•+�•1 I I b :::�''� : 4"GohlGMerl~' �a I I f'fN�+16A� u�►+T I I I j R E V I S I O N S QA`P LIr1� ` j I FOR CITU USE INITIAL DATE SECTION ,�� 1��x�_ �_1 T�•:vM�+'4IR1N kYSID �».I � DATE DESCRIPTION AP ROVED �L INS b(Tt•I� .�•�•. I ' 4� datporr— ITO ^ a 1R cT Lr Iii s Crt'r0 fl twe -•Winer. I • �— O \ I I I I' I— 1�V 15 E DEEM L II� M I STREET WATER SEWER '.':`:•r'}'•;:'4i'. M(�II'1'�o,eaD I < ' 2D 8 DRAIN >D I. sae weu�cnlr��. t my- m"t �lcrt ` aw.,-rstmr o IXr rN+r-ur1 ,D.16- E A . TRAFFIC b' Grli41� II�f !L`r6�Rw� O&W / E V 5 8 7 12 I I. = FINAL CHECK • y Ci�JMI I�GCI� .• RW p FRAMING PLAN I A SUMP DETAIL '�'ar _� 1 Z ; " {- THESE PLANS WERE PREPARED BY. +_ � 4 FOR PRIVATE USE ow&wm PLAN VIEW }. nw ""ma Lee �. TYPICAL DETAIL RJM INITIAL DATE DRINKING FOUNTAIN _ ARBOR STRUCTURE 3/8":1 '—O~ PLAN DESIGN GROUP CHECKED DRAWN SG �/ �7 PAVING PLAN "` '- �go ===:'='.�%-.- p "'�'"' ">� - � CONCRETE FOOTING 1 .1 O NAME ° ' €-- ^� OAto L-M �c 10�ERWG LICENSE NUMBER FILE ( Fj SCALE: AS SHOWN �� - PAVING, BENCH & ARBOR STRUCTURE CITY OF RANCHO CUCAMONGA 12'Mlrl Bt�P� eU5GF%^m 'w GILLCG" :.,..: MM 1.. COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAME VINTAGE PARK 1 PREPARED FOR. VICTORIA VINEYARDS . NORTH a � ryT wIn-I I� o�*R�- 0 PREPARED B Y: I SHEET TITLE CONSTRUCTION DETAILS APPROVED APPROVED T TING GROUP Tom �s MORSE CONSUL LYON �— SECTION g'` a PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE COMMUNITY SERVICE$MANAGER DATE —g'�' CITY ENGINEER GRAVEL DRAINAGE PIT 4860 IRVINE BOULEVARD, SUITE X201 IRVINE, CALIFORNIA 92714-1299 .�. 6 )8'I L L I A M LYON o ll!jt Q l� J[ DA E l ,v �OFFICIIAL SHEET L�3 OF 1 2 (714) 730.7117 J ' 8540 ARCHIBALD SUITE B APPROVED DRAWING NO. 11946 N FOUNTAIN TOT LOT GRAVEL DRAINAGE PIT NO SCALE E RANCHO CUCAMONGA, CALIFORNIA 91730 GATE �' CITY PLANNER DRINKING / V � CorJci�TE �Nv ��t< �•1/Sr�Sor�1"'N, -Z Tffowcl- F1r-�Io,I ;�c E s/M/ - cOl•Jct�ETE rl Ct1✓Er2 - ��►`�► -&,I L 4P TR0Io45i.�P OSI �.G,/Ti.IRF SIU . I . � fyu Too Lao fe'Ac1 U5 1" Tcel._b kzu Tcr�LEt� R^cl ds ` I� t�ol�tG rIE; 1`�ER x2'{11 DOWEL 0,13010-c. I�l►�•T�11�- � - --- - �� ISN �� 5TR�.IGTj"�- �R, WRf Et:� ) oKe 510E u a II _� w MOW 61S Av uu�' II I II I cc• , ' G CONC.- RING CS M �, WOLL IN RILL WAMA.1S _ - TUIR F �°LAGB am CUT . I°1E CAST caNc WN1. .4y Cc�1.1C II �°- MANHoL� SEcrTlo� _ _ " . . • . • . •• - : . . ._ �L�• �, IL - 1J'1�R o� I - _ _ tJ IQ. urJ� - -`� _ �' b' : iol = •' •, N'aN >�.t�l- III DEEP II I II III -{-�- I I I I I �II►II I I I CoM �'Et� • +.- -ti• '♦ • • -r I �� II -.-� • • • • fes+ V {�/��/!>Tyf • 1 O V D I I �,J\+IG�vIVZ/F•+ r ti O I I III • • •• • I �J I C> 107. 6 a' I I Cpf`1 PPG SU�x E . �T- c �•1� L"7EN51 Ty - _ . � : • III- �3 8 ��O.C. � 1�NT VING W CENT�� s nom: �u 'a �oIL�, ��oL oC Y �� STS C U�•L = 111 3 CONT. ry . • •• OIL k1ALL PSR 'Q - u bET•41L G Pel,L, H^vE l I TY� 7COL EO cJO:rr 7 211 M t� CLE.,&%Fvo N , • -- NO SCALE CONC. EDGE @ TOT LOT SCALE: 1• = r-o•. A CONC. VINE COLLAR SIN LAWN AREA ONLY) B CONC. PAVING SECTION NO SCALE C N�� xP�►�SIaJ �INt� ro o�u� ' IS o.c. t-t-.c. ,.NCS e ALL c"Awffz ct= nRrcTIoN e 1 GENERAL CONSTRUCTION NOTES � ��, , ° I ��'�►�F ,� %2 DtE�J 1 � 1�. T- to -cII oc. TE1" G ' 4' ,:ipe*i 2. P1�1lIP� AN r:*<?MG�ION �D I N�" C� 3D1 o,c, 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR - COWkDL-/Tool.�t )JOHTAT 5 'OC, M��x, 3. A"- �ToIN� I►J6 �1C'�r�D DI"I (`�OhIST�P �1U5 FlvisjTc7, TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. co NL RATE LE-5 - 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO ISO jam'' ��'--�C� .�f(��, �I�I� CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. NATUI�L GoNGFT'� w/ 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. Dlr- Er,ToN LIGHT THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND WPI�1 ��p�ov� 1�1ASTIG y�G� --� �",QM FINI DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. SL=ALER , To OCC �I 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED VAND BY THE TO 1Qo TO OF SAL 11/ _ I 6� III �TUR� 0 54.11 CONTRAC ORDSHALL NOTIFY MU CO MSMUIWTY SERVICESRIO A MINIMUM I OF Z I III I� III � � _ 48 HOURS PRIOR TO THE INSPECTION.) oc o GI TkOW �L e�• le ^T ^LL e : '' ril �- k cONT Q J ��,� ' .roOLE� Qil� I0� 5. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED IL / SII ^CO7`� T 5UbGKA E TO °07� ON THE IRRIGATION PLANS PRIOR TO PAVING. W Q ��NTS� T II �g�n 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR CL cc J M�bIUM �M?OOr'i ��tJIS+� aF ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. J A� go" N4 La To 01 I5GT1 I`'fes IJS I Rl 1�5 Ai�E •Q v►1�E t� W N EI�E`JF� Pel�L IC L.�' NJr�I�I T�•I N t%i'� 3 1 't�IG SYMBOL C ENOTM) �.�5 � �`A-c�NT To ptQ;�/�TEL`( (`�I N Tp.;NEi� 7. _ ALL MOWSTRIPs SHALL BE CONSTRUCTED IN A CURVILINEAR MANNER W/ SMOOTH r Z N� GTIO�,` GRADUAL CURVES W 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 � 4'�. ,,.,E Com, :_�. t•.1/ AND ADJUSTEDAS NECESSARY TO MEET FILED CONDITIONS BY THE PUBLIC '�kw_ �!N" hhE , ,i WORKS INSPECTOR, DEPARTMENT OF COMMUNITY SERVICES I� IdIG r►LlJr-tIrIUM t�t.,YEl�s joINS I-ti iC�UI�CT �I-.�►� REPRESENTATIVE, AND LANDSCAPE ARCHITECT PRIOR TO �Et+GN- INst�LL FE1S Mr'•)�IUF LIMIT OF SLfgFA%CE a�xIIR CONSTRUCTION. 0 'H T. C9A H UrIK 1=Eric r- Rlrc�ENl*_l'^T-c- 5.5F,E 6r&Jl p. e l.�tiD5�Af4 :old:T. F'./►r1 �Ft UST 'HT. L--10 �I I`x' �Irir � C4 S✓WI� # ,)2- 34"N--5-I 10. REFER TO CIVIL ENGINEERS GRADING PLANS FOR CONSTRUCTION OF THE �;r �.aCP•T�orl, --�L.16N l� I,r ol2 3r f�II�E T �N PARKING LOT PAVING, SUBSURFACE DRAINAGE, UTILITIES AND LAYOUT OF ALL, 2" F-5,1:15 , It ^cry F��JI rl= �: I_ u I �.SF�.iN E E�I,JE CTZ'(�'I GSL) #I 'S231-x'1 WALKS. AND PICNIC TABLE PADS. 4-o Gni S� Mei MEpI�M G,oRf{ r��CC�Ypr�) 12 I°Los 11. COORDINATE WALK AND TRAIL CONNECTIONS TO ENSURE A SMOOTH �M FII•IISN �'' C7•L`/ �.IL CTYp) 3Z31 _�3 TRANSITION BETWEEN TRAILS AND PARK CONSTRUCTION. � R NOTE: 12. REFER TO VICTORIA VINEYARDS NORTH - STREETSCAPE LANDSCAPE PLANS C�L� PxT�(TYt°) �oNTr�l/T�,.t`� y I SU+QF� CoLzR SI ALI `tAlck AND TRAILS INFRASTRUCTURE LANDSCAPE PLANS FOR CONSTRUCTION OF T 1, �-A`( ON' COIF M�.N L1�i'LG- AREAS ADJACENT TO THE PARK. TuKw �•5PE�Fr � �Y 12' 1JIC'E :DNC. r-1✓t..!Et c \ - �.JE5TERII �PEc1�•I.TYCo. 13. SECURITY LIGHTS SHOWN FOR LOCATION ONLY - DEVELOPER TO PROVIDE 51MIV-int Tc DET^I L E ` 444 E. W^S4INGT0k ELECTRICAL ENGINEERING. E5T l.-4 �� Los Nk E L ES GA I EQ - _ `} IN'"�E C�k:• �2° fZl3) 2ll- 3171 I 14. REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS al 1G'_p' i,ncr+ED c-cKaTaP T�cy..E=_'"FJ '�ND �` \ FOR WOOD ARBOR AND SIGN WALL CONSTRUCTION. EtIDaF b`CK�lt�P-�TT>✓R -LJILLv�T'CS121a �ING /1+6NMEr1T s \ }�TT�1QSp��WI� I 115'Xo-13-8131 R E V I S 1 O N S FORCITVUSEONLY 15. CONTRACTOR TO COORDINATE WITH EE C4t45T PL-4. SH?. L-2• IN3r/'.LL PER NRREr1T eretc�ToP �� iia► COU E �SKET LL �CK�TO}° Solus RCroRrt r'vwup,'rrcTuMM z' ftEC0M .,eNa.Tl0N`S. TjRF-k'F6. hR is a wsT OIQ A( I�t/Lt� EQu,,,L• TELEPHONE COMPANY FOR DATE DESCRIPTION APPROVED INITIAL DATE 5'-�� L�IDE�al.. :.1�'�-'ti Pot: c►.I :bNPIE: TIorl INSTALLATION OF STUB-OUT FOR I I-1-eb I AIL' I 13CI�N3101� JOIN TELEPHONE LINE SERVICE AT STREET OF SCFT�� S^CtCSjb!o Lyti'�C r.�. MEDWM ,D�1 T FINI,5H 14/ O�NrRoL/TcoL F-0 �Jot4M a 81-olac. PL•�E bA,-_ -sToP D-ca✓ �" O. WATER SEWER 56L b-Cr5T0F' t.�`rtx�' D61,0ki• ePC 30 6CHMb M&CC or►~LK . CONCRETE PAD ADJACENT TO TRz� F DRAIN o, � Ic-��RC�C�op.:14T. I�1.� ��L•1- I� y RESTROOM BUILDING. TRAFFIC C�ryC�ET5 I��X�-r/( FINAL CHECK W..;M CENTI-=R50 11 5L b, 7I-IRCUG6 - RW ba cjj 0116 16. CONTRACTOR TO COORDINATE ALL AS CONST. UTILITY INSTALLATION FOR THE rrcKsToP r+sT^:l a s'-o" r"roC mac. Wi.uc NOTt✓: 51FE CON5T• PLAN, 514T. - rOP- RESTROOM BUILDING WITH OTHER ,,,�r�►cr�lc�ea x�-w c-cresi�' 0-515 LOCATION Or- CONC. VAD5 P=M L3ENCHE5• CONSTRUCTION OF PARK ELEMENTS. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ftCC�Mt 1P1dTiChS. H. �.o A'� Q 5EE EQUIPMENT 5CHE IL-E PD�Z 13ENCH RJM INITIAL DATE I 17. ALL UTILITY CABINETS ARE TO BE PAINTED TO DRAWN o MOPELA MANUF•-CONC. PAP SHALL MATCH INTERIOR WALL COLOR PER SECTION , DESIGN GROUP CHECKED �P ANCNOR r rWTM,G HAvr 5AME CON51: As 4AI2CXOu12 ,o e�,,..I2 EES T_ 5 L 86-2-16 "PAINTING" IN THE "GREEN BOOK" �, KANN11 AND ,.►ND cs A Hrrecrm NAME •w Baa�owewruwa s mow. 10 PILL. HARDCOURT LAYOUT NO SCALE G LICENSE NUMBER FILE _ 18. ALL UTILITY WORK TO BE COORDINATED WITH CITY OF RANCHO C U CA M O N GA LOCAL UTILITY COMPANIES I.E. CCWD GTE. SCE, ETC COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION A14D INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL ORDINANCES. PROJECT NAME VINTAGE PARK PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS . NORTH_ AW-9 CND R7OTwr.• 9-aDIA. ^4.4 D¢EP SHEET TITLE t r"S CONSTRUCTION DETAILS MORSE CONSULTING GROUP APPROVED APPROVE �W PLANNING •ENGINEERING•LANDSCAPE ARCH17EC7URE LYON • 4860 IRVINE BOULEVARD, SUITE #1201 DATE O q COMMU14TY SERVICES MANAGER DATE CITY ENGINEER IRVINE, CALIFORNIA 92714-1299 .-M16 'ILLI AM LYON rc?nlea,�e APP SHEET L-4 OF 12 (714) 7347117 j DATE OFFICIAL NO SCALE F 6540 ARCHIBALD SUITE 6 APPROVE SOFTBALL DUGOUT/BACKSTOP LAYOUT � ' � �� 94 RANCHO CUCAMONGA, CALIFORNIA 91730 DATE CITY PLANNER 1 • ELECT + kJO00 td-LARD (0543) Ty;�,EAT r✓2 COAT5 � '(i-�OMPSdN J� t�'RSEAL _ P^Ril- sUS.iEC T 'fo Fl;�A L, y. �'PRn+/i�l• f3`( THE P,-9Q-K* 4 ,6.TIotJ lU CI J^ �rE� C47r,4*1M i 5510N k THS GT`( CO,)NCIL Hh�r J..oc�t I rl leaE EALA►RfECS I f't.r u n-l Ce-Low d: / 1 S'-a d 115H , COWS WAY- FdR SUt .,E Te)(T. 41 FE•�Isc ca baA-0411W �'}� VINTAGE PA K - I �I1x O//fi /Vf•, �< h��,� li�r4T74� W Y OF RANCHO CU AMONGA i^I11�F7 ,• CAST-I N-tc h F_ Cor F-rE kiok-L 9'�'lfi _� til N1� C �RTI C'�°L SIJ Rf�i''C E / �Y 14 t �T T�I'eEt� w I►fir l.5 I LETTEt43. —— — — — IaA ^ 'TNI= s� It'1.0{�J N �,LL LETTERS, ANt� ��,g THE ENCM OF THE FKON MALL •• 3i� x �11 x �'I x 311E Ind-T TI4RE�E1� ►N� t I N �-L e e rices-_x 1 ; VBElc2 f T ALL r�.ES a clJf4P^cE AM!_RI.I�PIE1 ,L ISN I-V 5"f-r SI Z.E EYE I�-T NEI RA GREEN 6 I T4 •� 6'. i 35� I'y5' LP T� irn INTO RWHE^V 5H IEL O IN 001 . GLOU NR, L L�uu p�y 4P of co%k- TExTU�c� 5<JRr-,ACE FP-c OF= k1-LL L ct4LY,r� akokl%I• �p✓� \ TI �r1V�/IV ' 4/F-r Eta by CIT`( rldTE- � bC(- IA�G'K `�16N 11�,�°�lL Fnd19N c-.Iw•f�E 1 " CoNc ►.L�,LI. " / TO ee arl �I t�E OF COLD �"•N.1►�`( Fikom / u vgl� Me tau ruleeT�Ne �CT1ttlR <�'�"I�e,�e.,L) 14 MAIN FLOW � Tp^�=c. ` GORAPt1k i� NoTe: TYP a* 8 Nc, RETNIJ- fi E TExTURRE Td, 5F_ ^ C� � i _=:1E• . G'. F 11Z1''IFI`lT I 2-aro a19 o.c. �► FaRrn UtJER Tb C1-I"ft�l•t'i.j/CIT ofI 10 -C ,�� ' " N RAt4CIIA c� Cal•+r LJr4IT'r 'r a al�•RET15 COLD cUe �cLR levl�e9 cerr, N l ri` . - W II - 2-*4Jt=RT 5161+ LErTEf" To M NE VF_T1U,doLtp NOTE S X 8 �. MET�+L 5LF_E0F_. ^LLOI,�I MIN. - bl-rCar1ill III t tENSIoN� ARE H1cPfFo�Clt•'V�Tt R ro bET�•IL l°� 9EIEETtS�'oR ou C1.EA4�)�10E ON AL.L SIbES bErIIJEEN f1.Ar� v�Fw Ex+a In�I+`f Q GbNTI�AGToIR To I�Rcvlt WIoP ON EL<=VnTToN OF gJ�l4`( Rb5T ASO eL.EE�/E 1 S- 4 Buz, t► I of�.1�INcs. I ALL McIrIr0ri=1H6 5HOWPJ � 'l" W044.L IS ec!m - " 5TKUCTtJMe%L ENGNCER. KEF$R To coRRG'SPIoWoN& ONLL,5. ' P'l.l. bIM rJ<,lOt� r►1?E A199RovjmATL. T►oN A CONWA!NC'TOR To PROQ Awe siHop 11► �— IN Y-�4# T"� �,' r4E�L wi-I4&N LETTnR5 ALL �16Nr6E sl rcE (exc r r wll`IC�. I I r su+�PcE �xTd1Qe To tiWcH Osseo��s LE71M t T8XTURED SO E : boLL^ OZq MUST 13E NsTALLI.I� I~I/MIN '4•D 1.11NaRlrs is I4�rgf< t�J� �� CoNc b.Jr-1_L) �,�_1_ BE 9NINTED t.,�/ CLEAI4^rlcF_ bErweeN THem IN THE ORECTIC T Or- TRAFF IC . /,1"IER ITpN EI G �EI6E +�288 E REMOVABLE BOLLARD NO SCALE A MONUMENT SIGN - SECTION/ELEVATION N (BI - O SCALE MONUMENT SIGN PLAN VIEW NO SCALE C OTE: �� NOTE: NOTES _ 24„ 4 X l01 � I THIS TOT LOT DETAIL IS TO BE USED FOR LAYOUT OF - � - Typo C''IA�I•l��*G1"LlRER1S f Gc�Mt�END�I� MINI1"�LJM ALLOW A MINIMUM OF 8'-0" BETWEEN ALL 1• ALL DECK HEIGHTS ARE FROM GROUND LEVEL. y., 4 PLAY EQUIPMENT ONLY. THE CONCRETE WALKS. 2. POST ARE INDICATED AS FOLLOWS: PAVI J6 ��J,o MOWSTRIP BENCH PADS AND OTHER HARDSCAPE 1'AI.L. p` 13o�1i�I Y ^SoL�ti 11�� mojN-V"ol TOT LOT PLAY EQUIPMENT AND THF, ADJACENT SHORT POST (6' 7j") - S ITEMS HAVE BEEN COMPUTER DIGITIZED AND WILL BE arc--E T0LA-.YsTRjC jREs CONCRETE SIDEWALKS AND CONCRETE MOW TOT POST (10' 4") = T STRIP, ALL UNMARKED POSTS ARE STANDARD (13' 3") ?,AN FOR,- POSTS. LA`f0�'r LOCATED IN THE FIELD FOR CONSTRUCTION BY THE -- ' ENGINEERING SURVEY CREW. SEE SHEET L-2 FOR 3. IF THIS PLAYSITE MAY BE EXPANDED AT A LATER OP OVERALL TOT LOT DIMENSIONS. TIME, STANDARD POSTS ARE RECOMMENDED THROUGHOUT. _ ' 6iz,��RA.wa6>✓ �'r - � G , �ir{� V-� ��N� Gr I� 4. FALL ABSORBING GROUND COVER IS STRONGLY �y� --►-�;� �r�hY SUM ALS ,� �, ' RECOMMENDED UNDER AND AROUND ALL PLAY M � � �� lir,✓ ;.ice: , _ c :� �' w ,,C� H�� j•r�� 0 c - ,,,,, EQUIPMENT. 12" MIN. DEPTH SAND.USED IN THIS AREA. �.S'T� Cp►�'�N� �►�1 O7' ' � ��IJ4_ � -�� " �'� ' -"= L�� 5. ALL POSTS ARE ON 4' CENTERS, EXCEPT OVERHEAD ��, �M, pry P� ;;AL3 t 'Sat, NF • " WHICH HAVE POSTS 5E �QUIf'i'1ENT5Gf+��(,LE 7 � �x�-- - EVENTS , AND SWINGS, Y� c -r I I"a ON 12 5 CENTERS. DIMENSIONS AND •r -I 5015E R S O BL �l" � � �T L�� I ___ I SPECIFICATIONS FOR ALL COMPONENTS CAN BE � IC OZ A,i Q& IN IV7, t.a l �6 � . �� _^� FOUND IN BOTH THE KID-BUILDERS CATALOG AND a } Dr-. IM I ASSEMBLY INSTRUCTIONS. IN THE EVENT OF IL J �z _ CONFLICT, THE ASSgMBLY INSTRUCTIONS SHALL w TAKE PRECEDENCE. z _ 6. THE MINIMUM RECOMMENDED F - ALL ZONE AROUND Q ' THE ENTIRE PLAYSTRUCTURE 15 8'. THIS ZONE _1 a J Rec / MUST BE FREE OF ALL TRIPPING OR COLLISION \ u' 1 HAZARDS '(I.E. TREE ROOTS, ROCKS, BORDER . J J r*41 AREA eo . LL f ALL AREA - 7 SQ.FT. � � Z ✓wrrirr MATERIAL, ETC.) A MINIMUM OF 12' FALL ZONE 9610 MUST BE PRESENT IN EACH DIRECTION FROM ANY �+ N fi Ul \ \ �• SWING BEAM ALONG THE SWING PATH � Ir mL woE EI�F-i'�ty r ti SSTAAN.eSSSAM B' SGL WDE i Alm ^!"`(� 1 I N I , C� J��-'Q.I e SGL WIDE srAMaaes s ov� d TM LOT SAND SPECIFICATIOUS SY oTi,ERs • srAlla�ss sTT • I 'A. P.E �, sloE — _ (/� W"Lr PkU W/ ALL SAND TO HE WASHED PLASTER SAND. SAND MUSH' w,� 4+a6N ls_M ) T , TSr�unar ft CONFORM TO SECTION 200-1.5 OF STANDARD SPECI— amu} >{ -CHC FICATIONS FOR PUBLIC WORKS CONSTRUCTION. PAWL ) ARCM CLIMIZ ur suDNG i'OLE (2 7-- T - .•; tiv� T IA•Nci SLOE f 5 . . �• •• • RINI/Fr1. 1rDE �� 16 • T / T T6AFL T TOT LOT STRUCTURE (IRON MOUNTAIN FORGE) I k •�� RM TASK PAAaa. �- sAFeTY RAIL I Quantity Model No. Description PARK rd WARS SAFETY RAL 7 73-02-1-N 10'4 Tot post w/cap--steel 4 73-03-1-N 13'3 Standard post */cap--steel G '��+G ►^A✓fL RA�i �,�p _' 1�0.MG LADOfaR _ 4 73-16-1-N Squire vinyl clad steel deck-no posts i6" T BMMkSfER 14.N41H RC-COrTxt17E9 • A. %ve ALL AREA BOLWARY I 74-06-1-N TO/FRO swing T bean for any two swings f NU AREA 076 SOFT. 2 74-04-1-N tat swing seat w/vinyl clad chain � GrS A A 1 75-01-1-N 8' Single slide for 46 deck--slide enclosureC7� 1 75-30-1-N Tunnel slide for 32/36 deck 1 76-11-1-N Arch climber for 32-48 deck - 2 loops 1 79-10-1-N Steering wheel for panel mounting RESTROOM PAVING LAYOUT E 3 2 79-11-1-N Polyethylene panel with lexan bubble NO SCALE i� 2 79-15-1-M Eight bar safety rail ELEMENTARY STRUCTURE (IRON MOUNTAIN FORGE) R E V I S I O N S FOR CITY USE ONLY PATE DESCRIPTION APPROVED INITIAL DATE Quantity Model No. Description II 1 88 � (.�•1�4►�41=3 Tb �'jglL `�" STREET AlIZE1 13-04'1-N 6'7 Short post w/cap--steel YI TaT � WATER SEWER 7 3 73-02-1-N 10'4 Tot post w/cap--steel BCTL"t fEs t �2+L�1 T, L^TWT G R C a DRAIN �4 73-03-1-N 13'3 Standard post w/cap--steel TRAFFIC \ � I�� NUJ J� ; • � w-.�„�� 73-16-1-N Squire vinyl clad steel deck-no posts FINAL CHECK 1 74-01-1-N Tire swing w/beam free standing--no posts F W 1 75-01-1-N 8' Single slide for 48 deck--Slide enclosure 1 75-04-1-1 11' Double wave slide for 64 deck--1 rail assembly AS CONST ��A.�✓ . ✓d1 � `�„� 1 75-30-1-N Tunnel slide for 32/36 deck 1 75-40-1-N Three bannister slide for 48 deck-2 loops THESE PLANS WERE PREPARED BY FOR PRIVATE USE IR"1 t�odt4TArrl rbP-6E 1H9 `� L.A. ST�LCR,a,FT M:zcmGT's 1 75-01-1-N Sliding One rungpole for er t48/6432 deck deck 1-looloops RJM INITIAL DATE *JILDIvR S 01--F_r` eNT�RY MODEL A- 25,} Age-H 5WIpj65, INSTALL 1 76-11-1-N Arch climber for 32-48 deck - 2 loops DESIGN GROUP DRAWN SG ' 141b7 RAY PER- 1 77-02-1-N 12' Ring trek - no posts ! znar CHECKED is ST�UCTi1�, 1"I~o171FI>�D MFG. �s, / rswNtvrlrc ,►� zr► ,� Ami IM7TP,LL �'t�MN4�IF �5. 1 77-06-1-N Parrillel bars - no posts needed NAME ...,,,,•..,.a..,,.,,,,�,„ CL� •,•„m I 78-04-1-N 2 Section redwood balance beam w/posts LICENSE NUMBER FILE #APE1 79-11-1-N Polyethylene panel with lellan bubble CITY OF RANCHO CUCAMONGA L�� 33Tk�Tc1FzES/�-xlro 2 19-I5-1-N Eight bar safety rail � 261- 5PRIrl6 P-117F_F_g' It4S_F^l•L_ COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION P� �U F -- PROJECT NAME VINTAGE PARK !.>ANc� srr TLa I s # >�fz comm• �Ia-V �T. R E PAR ED B Y: • T� r46 PLA'Tpow-j (3 TOT^L) ` PREPARED FOR. VFGTORIA- VINEYARDS. NORTH SHEET TITLE 0CONSTRUCTION DETAILS -%9MORSE CONSULTING GROUP APPROVED APPROVED PLANNING •ENGIN£.RINC•LANDSCAPE ARCH17EC7URE LYQ N t^'` 4860 IRVINE BOULEVARD, SUITE#201 DATE O / C TY SERVICE'S MANAGER DATE � �� CITY ENGINEER TOT LOT/PLAY EQUIPMENT LAYOUT SCALE • _ - • D IRVINE, CAUFORNIA 92714-1299 APP .. 3 32 Y IRVINE (714) 730-7117 PALM DESERT' ^��6I L L I A M LYON Vr"Vea,,i ! aATE au D SKEET LAS OF 2 f eaG OFFICIAL OS40 ARCHIBALD SUITE S APPROVED RANCHO CUCAMONGA, CALIFORNIA 91 730 QATEDRAWING NO. I9Cp 1 CITY PLANNER i - - P.O.C. TO 2 WATER METER "- P�I WATER METER PPROVED PROvtDtG BYVELOPER FOR PROVIDED BY DEVELOPER '�• -'''-r FOR POTA6i«E MM1TEFt T 9l.DG. ,,,, �' � PARK�,�'�_ �A (�` E ` 'fig{` ®_ _ - ----- I" tV ._ f`! r- 111 BACKF 'PF�EVENTION / A LY (DOMESTIC) ' �.�__ �__— - -- --' �► '� ' SYSTEM DESIGN CRITERIA _ - f/J^ / ��►- I / ' ' � ® � �'— ' " I � __ HYDRAULIC GRADIENT- 1650 WATER METER ELEV. — 1404 11 it u " '' It/�i► �J I �n �I/LN I�' y� I„ ` „ ��r hli I1i� �� , • SYSTEM DESIGN IS BASED ON 106 P.S.I.USING 151 G.P.M. * CONTROLLER S _ SYSTEMS OPERATIONAL CAPABILITIES y v © • CAPABLE OF DELIVERING 2" INCH OF WATER WITHIN 60 H.P.W. 11 N 2 PRE WEEK WITHIN T2_ BASED O CIP PER 1 4 Ih„ • PRESSURE DATA WAS OBTAINED FROM CUCAMONGA COUNTY 8 I HOURS PER DAY, _HOURS PER WEEK. -'✓ M ILI ` C41 ' �� 1 (� II O I 2 �1 II WATER DISTRICT BY CARLOS FIMBRES STAT. TYPEOF GALLONS SO.FOOT PRECIP. OPERATION 4,z T3 I /L `h' 2 BACKFLOW PREVENTION NO. PLANTING PER MIN. COVERAGE PER MIN. TIME/WK. 4_1 , I life' 1 1 It�l l Iii ASSEMBLY ( IRRIGATION) ON 11' 2' 88 .WHOSE PHONE NUMBER IS (714) 987-2591 two ��W p I I�- ►�' / ,�,� - 1 TU.r SI D D oo 5 0 �1 - 5 T ,�, _ CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF 2 3' - c 11 -- DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY , i `� I Ih I f < It �l 21 �, - f S z I�j OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN 3 51 to 1,b !05 `� i Z D o33 a t II li CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. 4 Tla,l-� �}2 10,400 . 001 5. O � n t �► IN- 2tb��_ ELEVATION @ BACKFLOW UNIT 1_403 5 '(ILL X13 t 00� 1.0 'U4" ELEVATION @HIGHEST HEAD ±1409 6 h}1r(� 25 �}�ZGU 033 D I 1 11 1 lU IL wit 14� I nb J 7 t,r.,�-k 1O �,4oa T5 21 �' 2 F �H , e l 11 S4 © w t , N 42 p , ISI I2 �� S A 4Co s i,u � 440 Oal O 1� J n © y ' , I II it 11 1 �"� � to h60 07 �,0 10 0670 . 001 © • 12 ,ark 10 41'140 00 o 1� 1 It N PI it's„ �" u - ` 4' 13 f U '(0 7,7100 oo'I O r a III`' 'Itis �l " y•�� \\ 14 hh rLkk7 55 41140 - a�� 1.0 �2 120 u �, - 15 Tux 65 II o/oo ooh �O D Iw ' yl' n . / tt 16 k)hru,6 -10 3,SS�o 0�3 1 .O I SO 1 a �. 1 I 1 20 T 7 r S8 y. .�,� 21 �u n „ S5 �,n: �I 11 ' Ile 23 f ►l III � I 22 ij U u t � �,� 24 � '� � �1 , \ 4 n ;=�'v .ot a 1• ,a► 4 l� �u�e �.u��'t \ �` � 2 / 25 AUTOMATIC CONTR LLF.R " " �o T8 26 O C=ST , l � z \ / 27 _ 24 STATIONS ® II I _ � '1'�- 28 INDEPENDENT 115V/60CYC/2 AMP ELECTPIC CIRCUIT TO I^ • BE PROVIDED BY DEVELOPER 11[y � � � w � I ,I ARBOR PILANTER (TYP) 30 EXACT LOCATION TO BE DETERMINED IN THE FIELD. �/ •� (INSTALLED IN PLUMBING CHASE I R SCALE: I"= 10-0 11 11 D T9 �� S Y �0 57 + � L' 1�/Ly , 32 NOTE CONTROLLER C NOT TO BE RUN II • �' ! �I �`�1\ . qit X9 11 " _ ,, 33 SIMULTANEOUSLY WITH CONTROLLERS / t�` 1 �I "ti � �j� �\ 34 35 w �Tu ® �uI IZ' 2n• '^ 36 V � ® G.M. S �7J,(a�0 TIME TOTAL S�1 II n _ _ - z , 2 S10ff cc k t X1114, , a W J 1,�I1 7 0 v711LL Q 3 ® ��► /� W Z I( II ® 141 1�� ►10-0 ! I �' ' - , X f f S � 8 � GENE RAL NOTES 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT q �l > 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY LOCATION OF SF NKLR HDS ARE TI-E RESPONSIBILITY OF THE INSTALLING EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. • t i ri u n`I ©2i11 'r I` +� SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT �\ n 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. T11 tt © I� �' ill, NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. c 1 0 T E 1 — � . 1�1 Cil 14 ` �1�1 rl)h 0 ,�� j � 1�q' WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. L-7 . 21 ` Ip ilia! 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. L-7 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND (1L` It C VERiFIEJ BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE 200 r ? 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO AND CONFiGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD t �1t 1 11 thl S13 'to BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT I`' TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO �I ©` 21 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- 10 0 CZ C 10 I �, �, WAYS BY IN IVIDUALLY ADJUSTING SPNKLR HDS AND CONT ROLVALVES MENTS REQUIRED. vz,Or `NOTE: IZ 2;, SII 1 2�" t 1 S�� o PRIOR TO INSTALLATION OF PARK IRRIGATION, CONTRACTOR TO REVIEW AND COORDINATE WITH / INFRASTRUCTURE TRAILS, TRACT 13445 (DWG. #1 177-L) FOR ALL NECESSARY CONNECTIONS, _ ® 2 t S I4 55 STUB-OUT, ETC. TRAILS PLANS ARE AVAILABLE FROM CITY OF RANCHO CUCAMONGA >, ✓2 1' 10 S17 / c III ENGINEERING DEPARTMENT (714) 989-1862. l It c ?�,4 �I _ 1 �� KEY MAP S 1 40 18 I�� 1�0 ' I .z �,t.—_ ;. CAL '= _ I �d y�r i'O J ►,� , ( U - / / R E V I S 1 O N S FDR CITY USE ONLY (� DATE DESCRIPTION RGVEO INITIAL DATE Sf1 ^M • 2� Z/\ � -2-88 � 1�1✓f�AL I RYIO STREET e -' �, � r2a 21 t 21� �I _ 1�2 ��%/,�u �®_ - � ♦.,,, ,hy __- -- _=, �t.�n Ski; WATER SEWER 1 - i ---._ �T •- - ' 7 ` p 1 / ` rr` rtfr i � 'f2 lal 8� LhiOYL GAD i DRAIN SEE VICTORIA VINEYARDS NORTH M LI I II .''�'� V I _ ` . 1 .. - °� } �� i�� TRAFFIC INFRASTRUCTURE TRAILS LANDSCAPEP�AN �� I `�1 '�`- b b a ' 4�, __.__ - — I - - 6 - > E�ICK3� FINAL - � � d ,.a ,I•,�'j.y Iii ''�-- •►�� /'� _ � I4' 1 � `�n � a ' � � -- _ � _. T T C�� Tu,�\ e R W - T_S 4 T+#6- 'ftEA. lM L' II I I 1 �d v n / I i L) AS CONST. 4 I I � '� I II H I"ti " I 1 1 � i.�-- I1 v .�� . ,: D _ � Uw�. #� 177-t)_ -._ _ ... 1 it u 1 -�-�/'r I i ► � ► ,�I , - - -- - THESE PLANS WERE PREPARED BY: FOR PRIVATE USE -z � �( INITIAL DATE ■ _ DESIGN GROUP ' r/' �+ C J ' �NIUNG AND LAMSCA79 A�acMCTM CHECKED S 15 r .. .. NAME DATE S 20 LICENSE NUMBER I FILE L� t , r « �j IJ, �.� - _---rt----�-J� -% I � ....�. ,_ -:�..�.. -•.-- --.-. ..----�f --` .-' CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION -__- 4f S18 PROJECT NAME VINTAGE PARK -- MILANO n PREPARED FOR. PREPARED BY: VICTORIA VINEYARDS NORTH V i I L' `N O DRiVE E r \ \ SHEET TITLE _ IRRIGATION FLAN ' MORSE CONSULTING GROUP LYON APPROVED , APPiip1/ED Pvli�PLAWNG •ENGINEERING•LANDSCAPE ARCH dct E' a,•. 4860 IRVINE BOULEVARD, SUITE 0201 ��- � DATE 0 COMML"TY SERVICES MANAGER DATE -gg CITY EMf 044 IRVINE,CALIFORNIA 92714-1299 1-/r e W I L L I A M LYON c m aw i DA oFFIcIAL SHEET L-6 OF � 2,. w - (714) 730-7117 1 8540 ARCHIBALD SUITE B U APPROVED ORNAANG Na 1196 p ,Co ASSOCIATED IRRIGATION CONSULTANTS (213) 477°-6525 RANCHO CUCAMONGA. CALIFORNIA 51730 DATE CITY PLANNER L.• ,w,.-6• 1 QUICK COUPLING VALVE-- W/l_�cxNl"ka `tLLO1 f' SET FLUSH WITH FINIS Q SIDEWALK,CURB, GRADE IN LAWN AREA 3"ABOVE FINISH GRADE y ETC. r IN OTHER AREAS TYFI('.AL BURR MIC MALL r� FINISH GRADE ASlD/ OOMTROl1BOX TO BE PLACED SIDEWALK,CUM, LAWN AREAS AGENERAL LEGEND 1 r1�• UTOMATIC ER Lx AT RIGHT ANGLE ETC• ' t TO BE MAIL MOUNTED TO HARDSCAPE EDGE Jpow "fAS INISH GRACOMMONCOION WIRE SHALL BE TIED 661116E NOILISING WHEN • / ` SHRUB AREASNOT .•: �' .: SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE - S�GITR341 1110118� BT lea 118"PLASTIC BOX a COVER WITH . ! • / � � � �L�� ^�7T I ri SOXONOFF CONTRACTOR LOCKTCE# GENERAL SEQU STAMPED+ R.C.1L • - � J .: i � ✓��V 'i'� P.O.C. POINT OF CONNECTION SPECIFICATION _ • / _ AIMLESS STEEL CLAVI p SLEEVE FOR cowm L MIRES p�ED BY CURL TYPE EXPANSION LOOT S . - / —_ PRESSURE SUPPLY LINES & SIZE (2-1/2" & LGR) CLASS 315 PVC SPECIFICATION CONTRACTOR(2") (M I '-=. •' (L WATERPROOFED WIRE CONNECTION ISE 8► LENGTH AS REQ'D -� •� PRESSURE SUPPLY LINES & SIZE (2" & SMLR) SCHEDULE 40 PVC SPECIFICATION I; ELECTRICAL CONIDUfT TO M�EPENDElfT (SNAP-TRE\ :::•:: _x:' NON-PRESSURE � I (CONTROL UNIT ELECTRICAL _• LINE FITTING I I SCH. BO PVC NIPP4 I I�IJMENENTs=12pV.BOCIIC.=A1ls MAK.) /� - " �' I NON-PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION it `! I NOTES: FINISH GRADE SCM. 40 PVC I T1 CONTROLLER SEQUENCE 4 1. COMMON WIRE 10 BE WHII•CONTROL LAWN AREAS ELBOW GALLONS PER MINUTE 0 TO BE BLACK M COLOR. j SCH.40 PVC STREET ELBOW `I 11 _. NO SPLICES SHALL BE IdAOE BETWEEN 1 OTE CONTROL VALVE SIZE CCONTROLLER•IM:IrOTE CONTROL VALVE• FINISH GRADE LINE PIPE I I 1 ® AUTOMATIC CONTROLLERS CALSENSE 3000 DETAIL NO. 1 FINISH CONTROL wIRMG SEQUENCE SHRUB '�� •:� sOLENo10 PVC SUPPLY SCH. BO PVC NIPPLE � ® AUTOMATIC CONTROLLERS RAIN BIRD EZ-1(BRICK DUST AREA ONLY) to OPERATMG SE'OUENCE OF REMOTE ' ,�.; >v LINE (S i Sa T) SIZE • LEIMGTN AS REQ'D 1 FITTING Q REMOTE CONTROL VALVES RAIN BIRD EP SERIES DETAIL NO. 2 � CONTROL HALVES • AUTOMATIC ODNTAOL- • p�. • :•� 4 :.. � �''" . ' ' FLAW AD.NJST11ENt � LFR UNfT STATION CONNECTION(SEE FOR CORA_CT V�VE �pP .r \�f ls/4"CRUSH ROCK Id 0 QUICK COUPLING VALVES RAIN BIRD 33-OLC - DETAIL NO. 3 (NIIBI.3 I..rt FT 1 P1IC SUPPLY LINE 4. INSTALL AS PER CITY CODEAND LOCAL CODE. Sal 40MAL.E ADAPTOR BACKFLOW PREVENTION ASSEMBLY (B.P.A.) FEBCO 825Y DETAIL NO. 4 i STRAIGHT CCONDULET FOR MIME COIBCibNS , /• (TVP 2 ►LACES 11WIRE Il PVC LINE PIPE GATE VALVES (LINE SIZE) HAMMOND IB631 DETAIL NO. 5 i ELELTRK.AL TAPE-TAPE INBBIlIIIIS AT INTERVALS OF 10 FET ON CENTER PMC SUPPLY LINE FITTING SCH. 40 PVC STREET ELBOW OOMT110L MRITMIB(an !F COMMON WIRE (sasas I © MOISTURE SENSING UNIT CALSENSE 3000 I*mITFAL410T AT 1SBMMMALi PILOT WARE NOTE= 1 —:-- DENOTES EXIST. PRESSURE SUPPLY LINES a SIZE - 1) VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED. NOTE= USE TEFLON TAPE #6 RE BAR -I [, ON ALL THREADED MIN. 36"L0146 OR AS I+ Y. DENOTES DOMESTIC WATER LINE SCHEDULE 40 PVC PIPE COMM COM MRI TO ALL R,C,•v i 2) WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A NI FITTING BITE REQUIRES �— Q OF 3 FT APART. 1 CONT00L MTBE 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 ( MALL MOUNTED TWE ) A.R.--04 NO SCALc +R- :-o NO sc."A ASSEMBLY JR-85 GATE VALVE GALV.NIPPLE (TYP. S PLACES') � 6"OR � i • TEST COCK(TYP. 2 PLACES) 1 JZ AS NOTED REDUCED _ SPRINKLER HEAD LEGEND . ' OW PRESSURE � GALV. ELBOW SIDEWALK, CURB.ETC. ROUND PLASTIC BOX A COVER _-"LV. NIPPLE COVER. - :IRRI GATE � x � , SYMBOLS DESCRIPTIONS MFR & PART NO. G.P.M. RAD. MAX.SP. PSI REFERENCE �tiLS PC x x FINISH GRADE FINISH GRADE STRAINER#40 —GALV. UNION s• •r . w tt LAWN AREAS -1k O MESH MONEL >'• s• is •c SPRINKLER NOZZLE LL p� x A. y. >K ISH GRADE Q V� X 1/4, 1/2 & F CIR FLT SHRS HOS RAIN BIRD 1812 - S FLT SAM SERIES .4,.8,1.5 7' 7' 20 DETAIL NO. 6 W SWAM AREAS GALV ELBOW ; � �E ADAPTOR sa PO STALLED I"ABY V Q V� X 1/4, 1/2 & F CIR SHRUB HOS RAIN BIRD 1812 - 12 SAM SERIES .5,1.0,2.0 11' 12' 20 DETAIL NO. 6 0 1 ,. (INSTALLED I ABOVE V IE FINISH GRADE IN OPEN I I L�~ • �" W- AREAS OR AS NOTED) Q v 1/4, 1/2 & F CIR SHRUB HOS RAIN BIRD 1812 - 15 SAM SERIES .8,1.5,3.0 13' 15' 20 DETAIL NO. 6 Z GALV. NIPPLE 1'1110 X c 9 O BATE VALVE RELIEF PVC TEE OR ELBOW(311 m () O 1/4, 1/2 & F CIR LAWN HOS RAIN BIRD IQOB- B12 SAM SERIES .5,1.0,2.0 11' 12' 20 DETAIL NO. 7 ,,, J - PORT PRESSURE SUPPLY (D Z 1/4, 1/2 & F CIR LAWN HOS RAIN BIRD I506- B15 SAM SERIES .8,1.5 3.0 13' 15' 20 DETAIL NO. 7 Q FINISH _ -0190MARK 3 �� a Q BRAaE HOSEEB16111 GALV. ELBOW C SUPPLY �a, �Q, 1/4 & 1/2 CIR ROTOR HOS TORO 300-00-01 8711.14 20' 25' 35 DETAIL NO. 7 -•- LME 1/4 & 1/2 CIR ROTOR HDS TORO XP300P-000-07 1.43 2.56 30' 35' 35 DETAIL NO. 7 o W J W � J i ALV. PME iALV. PIPE W t7 V 1� • Q 3SCH.40 PVC STREET ELBOW rn PRESSURE SUPPLY GALV. ELBOW 3/4"CRUSH ROCK �v 1/4 & 1/2 CIR ROTOR NDS TORO XP -000- 10 215 4.31 40' 45' 35 DETAIL NO. 7 W LIME-INTAKE _ �—(MIN.2 CU.FT.) SCH. 80 PVC NIPPLE GATE VALVE ( LENGTH AS REO'O) 1/4 CIR ROTOR NOS RAIN BIRO R-710 NOZ. 14 (9/32) e•8 60' 60' 60 DETAIL NO. 7 '• - —PVC MALE SCH. 40 PVC STREET ELBOWS ADAMS ( MARLEX) 1/2 CIR ROTOR HDS RAIN BIRD R-70NOZ. 18 (9/32) 14.0 60' 60' 60 DETAIL NO. 7 NOTE • / Q • EQUIPMENT TO BE MISTALLED AT A MINIMUM OF 1t"FROM WALLS,SLOGS,EIC, '' FULL CIR ROTOR HIM RAN 8180 R-76 NOZ.18 (9/32) 14,0 60' 60' 60 DETAIL NO. 7 • WHEN UNIT IS ON OUTSIDE NEXT 1n0 BUILDMIG,WALL,ETC,TEST COCKS ARE TO BE NOTE • ALL UNDERGROUND PIPES SHALL BE DOISLE WRAPPED WITH APPROVED NOTE: GATE VALVE SHALL BE INSTALLED N SHRUB AREAS I. INSTALL HEAD FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS a CORNERS. Q TAPE WHEN USING GALV STEEL M. UNLESS OTHERWISE APPROVED. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. t4"'IIIIIIIIIIITYPICAL BACKFLOW PREVENTER ASSEMBLY 5 TYPICAL GATE VALVE ASSEMBLY r6'"NTYPICAL SHRUB HEAD POP-UP ASSEMBLY NO SCALE (t Vt"AND SMAILLER 11 JR-46 NO SCALE W AND SMALLER) JR-84 NO SCALE JR-005-64 SIDEWALK , CURB, 001 SPRMIKLER NOZZLE •�� --t I ,Il 1 ------POP-UP BODYASSEMBLY •• (INSTALL 1/2',ABOVE R E V I S I O N S FOR CITY USE ONLY FINISH GRADE) LJ<TEML LME DATE DESCRIPTION APPROVED INITIAL DATE STREET MM. 112" WATER SEWER (SUB-GRADE/ tJ & DRAIN IF UNDER __ _ _ TRAFFIC PINISH BRAOE CHECK VALVE WHERE NOTED HARDSCAPE) FINAL CHECK R W PVC SCH. BO NIPPLE MIN.'n"FOR SZf:S AS CONST SIZE AS REQUIRED4"M!D LARGER UNLESS WISE NOTED REMOTE PLANS WERE PREPARED BY FOR PRIVATE USE PVC � ELBOW •REMOTE CONT110. (SUBGRADE/ IF 17 T1V/1 INITIAL DATE WITH MIM. RJ Irl PVC SCH.40 ELBOW MsCOVER MTrtIGAT10N uNOER " ) DESIGN GROUP DRAWN IC LIFE FOR SIZES �_® CHECKED AIC PL&N�" AMID nwrm R NAME «.wwNw. +.M AND �s�a,ea.w� aiwra PVC SCH.80 NIPPLE(SIZE AS PVC TEE REQUIRED) MI FINAL POSITION IRRIGATM SUPPLY NUMBER FILE sa s:T OR RISS R SHALL BE AT LINE FOR slzEs 4~ ELBOW 45 ANGLE AND CITY OF RANCHO C U CA M O N GA LAROEIt COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION • PROJECT NAMEVINTAGE PARK ` R EHz4osTREETELsow ''"'''s EARTH PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS. NORTH NOTES: . SHEET TITLE PROVIDE &AM &#=FILL MIN.OF "OVER AND UNDER ALL PIPING LATERAL LINE ( SIZE AS NOTED ON DRAWING ) PI Amm Am A MINADF s oN1ALL OTHER PRLam RPMIB GNU NDER moTm . IRRIGATION DETAILS MORSE CONSULTING GROUP APPROVE APPROVE NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS LYON Q PLANNING •E.NGINEEJ2ING•LANDSCAPE ARCHITEC7VJ& ow. 4860 IRVINE BOULEVARD, SUITE X201 J DATE/0[i qb COMMUNITY SERV MANAGER DATE _ _gg CITY ENGINEER T TYPICAL LAWN HEAD ASSEMBLY $ TYPICAL DITCHING DETAIL IRVINE, CALIFORNIA 92714-1299 / 7 APP ,,, 14) 73x7117 -//2� V� I L L I A M LYON >� 1t jr�►�r�J/ DATE BUILDING OFFICIAL SH,�ET L-7 of 12 NO SCALE JR-004-84 J • A1C" ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 4540 ARCHIGALD SUITE B DATE RANCHO ROVED CITY PLANNERS DRAWING NO h CUCAMONGA. CALIFORNIA 91730 ........... ry vOFtIA, _ _ ,PARK + _ - -LANE IST ••••..---• •• , / ' . -•'M•.--_N ' X • . X . • • t OOC' 111• "' • X_ I K. W1 VAJ . • • • X 7` • 2X1 , . 1 .. SEE VICTORIA VINEYARDS NORTH - , x �� > , • , � I' -p 21 t GfR^W4, x STREETSCAPE LANDSCAPE PLANS •• •. 1 4 • • ' • • TREE KEY fMcXF�� • x LO •• ;`ARBOR GUARDS ON ALL TREES IN TURF FOR PLANTING ALONG — m NnANICAL NAME DEEP ROOT BARRIER A VICTORIA PARK LANEt °' • • . • , V O EC EUCALYPTUS CLADOCALYX k Vf N v •O• x • x• W ` X. p ER EUCALYPTUS ROBUSTA 0 X * 0 • • . O EUCALYPTUS NICHOLII X ° X O � Zvi 156 , X •X r. X 4� ' '7 � BP gRACHYCHITON POPULNEUS •. k x l ' PE PINUS ELDARICA • C9 3 -XI kX X . X. '•� GG Ls LIQUID11i18AR STYxACIFLUA 'PALO ALTO' • r6 )( Ix •'• ■ PA PLATANUS ACERIF'OLIA 30'6aX ' ' ■ 'BLOODGOOD' t. LI LAGERSTROMIA INDICA DARK PINK' • • ■ ° • ' ■• •� ■ • ' •• ■• r KB KOELREUTERIA BIPINNATA O • . • --' - VINE KEY 0. ♦ FP FTCUS PUMILA + O j - '� w • • - ' r 01 r � ` • O Q p ■ 'S6 � CC CLYTOSTOMA CALLISTEGIOIDES . • A- V 3►O DB DISTICTIS BUCCINATORIA Z rZCHOOL SITEll - O "� ■ \ ® CR CAMPSIS RADICANS ' • • X56 w 4. ■ - x IQ • a . ■ ` • • NOTES; o W ..� Q ■ \ .- SEE SHEET L-9 FOR SHRUB PLANTING., W z • '• • ' • F, SEE SHEET L-10 FOR PLANTING DETAILS, NOTES, AND LEGENDS; ■ t DENOTES USE OF DEEP ROOT BARRIER: SEE DETAIL A, SHEET L-6 ■ • • •• A ~ ' • ' ALL TREES SHALL BE PLANTED A MIN. OF 10 FT. FROM ANY LIGHT FIXTURE. • 2, , _ • ' • • • • 1 GROUNDCOVER HYDROSEED MIX SEE LEGEND. AND LANDSCAPE SPECIFICATIONS, • _1 TURF HYDROSEED MIX SEE LEGEND AND LANDSCAPE SPECIFICATIONS.. ` O • • • Z SEE VICTORIA VINEYARDS NORTH TRAILS- k - KEY MAP SCA 1"14 0 INFRASTRUCTURE LANQSCAPE PLANS FOR • • • �1/ �� -- '�' PLANTING IN THIS AREA, ��j _ R E v I s I o N s • ' • V / `;�.•_ FOR CITY USE ONLY • . • • 4,' GATE DESCRIPTION WED INITIAL DATE • • ' • : • G f/ - —f zIs APM-D 9DOT' I r STREET ■ • • ! �, ,' _ (2—IS' UfZ ., WATER SEWER ■ ■ -6- N- V 5 GAD a DRAIN • • • • I TVT L-T PL PZ`I�, Lr--9N LPt TRAFFIC • • • • ■ • , , / I " FINAL CHECK RW • • , • • • AS CONST. • 061 O O• O' O O THESE PLANS WERE PREPARED BY: FOR it ar PRIVATE USE '44 • , • .' . . ° RJB INITIAL DATE o DESIGN GROUP DRAWN SIG fv11#187 • O ,o F �� .: wIM AND LAirSC:C A3bC � CHECKED f . ° NAME DATE � 3 LICENSE NUMBER FILE 59f 00 = = ��- 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 APPROVED ; APPROVED • MORSE CONSULTING GROUP APE ARCHr ECTURLE LYON ,- - . IF vr ME PI.ANMIVG ENGINEERING LANDSC DATE QTY SERVICES MANAGER DATE CITY ENGINEER 4860 IRVINE BOULEVARD,SUnE#1201 IRVINE,CALIFORNIA 92714.1299 AeWILLIAM LYON ram fialn, DATE ` �LLDIING OFF, SHEET L-s OF 12 (714) 7347117 8540 ARCHIBALD SUITE d APPROVED -- DRNVI NO. I 19 RANCHO CUCAMONGA, CALWORN1A 91730 DATE CITY PLANNER PAR AN n CTORIAF ... - + - - V 1_ _ ••----...----- 7 11-4 AA pll zz 25 X� 146 fie, 56 68 K2 2.7 ® 57 XGG - 128 75 F% P SEE VICTORIA VINEYARDS NORTH G3 ` 59 - STREETSCAPE LANDSCAPE PLANS10516 c- I" = _ 19 F-0 FOR PLANTING AT VICTORIAI ZD rlp �� ' � P� ct 25 MP PARK LANE, ® = 27Fv 4T V9 7c1 AA =jll � M ;�,l�ll 0 53 'x' SHRUB KEY 11q SYMBOL KEY BOTANICAL NAME AA ® 2G3 \�_ X15 AA AGAPANTHUS AFRICANUS 5,1 910 Hs ' HE1r1EROCALLIS SPP. �P 50 �,F d2� H f,�o . Np NYOPORUM PARVIFOLIUM PF PHOTINIA FRASERI -T2AA PV PITTOSPORUM TOBIRA VARIEGATA p 2Q (ZS ` RP RAPHIOLEPIS "PINKIE" W — — . t q-3� � Ro ROSMARZNUS OFFICINALIS + +. � 1�` ® •f "PROSTRATUS 0Q `�6 � I S Y VR VERBENA RIGIDA Z -SCHOOL SITE - -:k� Z� P 0 XCC XYLOSMA CONGESTUN J \ ;Y COMPACTA W a LL G9 " �. O nQ \ W (o I _ SEE SHEET L-10 FOR SIZE & SPACING OF EACH SHRUB TYPE. _ -- SEE SHEET L-8 FOR TREE VINE G AND GROUNDG�VER PLANTIN W ,J -- SEE SHEET L-10 FOR PLANTING DETAILS. NOTES, AND LEGENDS, t, 114 )GCG * 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. Z SEE VICTORIA VINEYARDS NORTH TRAILS- L KEY MAP SCA 1'= 4Y 455 AA INFRASTRUCTURE LANDSCAPE PLANS FOR /f".-v .iLO � , - ~ _ R E V I S 1 O N S FOfi CITY USE ONLY PLANTING IN THIS AREA., _ _ 12�' O I 5 A � � / I O �i ;nom" _ DATE DESCRIPTION PROVED INITIAL DATE '� ~'' -� STREET _ - - :;;•,• GENE L IZEvISI WATER SEWER I I� .J� "� ,Y r: GAO & DRAIN �t • `''`T'f/.. ( (.'!9 TOT LOT �T�'FSS TRAFFIC 4!!)A ��; _c•- —1—1?— AA 'I FINAL CHECK I-zo � I — I ++ _ .. "las•t,' �� AS CONST. 1 IOCAA< THESE PLANS WERE PREPARED BY: FOR PRIVATE USE -- -4 INITIAL- A OAT E t L W R� DRA UQ •• 1 13 IQ � -. : -� R_.Jt..M..,.r,. _ .,.. .,.. .. .,... _ SG- ""DEIGN GROUP CHECKED 1vIp PUNNNAND LANDSUPL ARCHTC[CI1L: NAME GATE M? 22 15 F4;1 FILE 29 L Y t CITY OF RANCHO CUCAMONGA + 86 -f; I �v K .. . COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAME VINTAGE PARK 15 Q.? PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS NORTH MILANO L A N O DRIVE 5� � SHEET TITLE _ _ _ _ _ SHRUB PLANTING ron APPRDYE P MORSE CONSULTING GROU APPROV LYON � PLA _ NMNG •ENGINEERING•LANDSCAPE ARCHr ECTURE GATE TY sa:RvlcE3 MANAGER GATE CITY ENGINEER 4860 IRVINE BOULEVARD,SUITE#1201 G (p APPRdEQ IRVINE,CALIFORNIA 92714-1299 J�re WILLIAM LYON Team• mpt? DATE ING OFFICIAL SHEET L-9 OF 12 (714) 7347117 i 8340 ARCHIBALD SUITE B APPROVED DRN&4NO. /19Qv RANCHO CUCAMONGA, CALIFORNIA 91730 DATE CITY PLANNER EQUIPMENT SCHEDULE TREE LEGEND I 15 LA 1 141� ANTITY MANUFACTURER MODEL NO E: . DESCRIPTION KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS •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 I 1 BOLCO 410 FG 'FIRM GRIP' SOFTBALL PITCHER'S PLATE 7 2 PATTERSON-WILLIAMS /1536-13-8131 DOUBLE BASKETBALL BACKSTOP O ER EUCALYPTUS ROBUSTA SWAMP MAHOGANY. 15 GAL. 1 PATTERSON-WILLIAMS 01218 PERPENDICULAR ARCH BACKSTOP 2 LANDSCAPE STRUCTURES /TT12' ALUM. PLAYER'S BENCH EN EUCALYPTUS NICHOLII NICHOL'S WILLOW- 15 GAL. MEXICO FORGE LEAFED PEPPERMINT I��O� • BP BRACHYCHITON P 8 I IRON MOUNTAIN FORGE 281- SXR V LONG REDWOOD BENCH OPULNEUS BOTTLE TREE 15 GAL. 24 �X Io Lo1�16 5 ZZ,,N 17 QUICK CRETE PRODUCTS --- LBT PICNIC TABLE SET PE PINUS ELDARICA MONDELL PINE 15 GAL./24"BOX N GC7 QUICK CRETE PRODUCTS _MODELA .w/LOW PROFILE 'PITCH IN' WASTE CONTAINER�� j"l -T 0� -FI TH I� ali TOP/7-WC-LPTL Ls LIQUIDAMBAR STYRACIFLUA 'PALO ALTO' SWEET GUM 15 GAL. 1 L.A. STEELCRAFT PRODUCTS A-254 4 SEATER ARCH SWING;7 IRAN MOUNTAINFORGE �Z00-X ROTATING GRILL PA PLATANUS ACERIFOLIA LONDON PLANE TREE " � 24 BOX /�••L TREE IIJ "TURF ^RE,&s _10- 2 . IRON I�441NTAIN FORGE SEE DETAIL D 'SHT. L-5 . KID BUILDERS PLAIT EQUIPMENT BLOODGOOD INS i'� i�R 61 12 ARCHITECTURAL AREA LIGHTOG ALR 125., 150 HP84 Rab 12R 'VANDAL UTE ' W/ ROUND LI LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX PARK PINK FLOWERS i W/ TAMPERPROOF BASEPLATE P �J AND HAND HOLE COVER 12 FT. MOUN ING HT. KB �.KOELREUTERIA BIPINNATA CHINESE FLAME TREE 36" BOX F-+ �✓i 1 �s� I — `�� &ENF� PLANT-1 N(a 4 ARCHITECTURAL AREA LIGHTING ALR 125 150. HP8o R88 124 'VANDAL LITEl' W/ROUND X POLE ND.T�S � HS 180a STEEL2 FT. MOUNTING HT. WC TAMPERPROOF SASEPL/1 �- ND HAND HOLE COYER SHRUB LEGEND 2x p�� I� ,. `�1 I 2 PARCOURSE LTD. SERIES 1 & SERIES 2 CLUSTERS FITN CL ERS AL STR .Sim SPRING ATFORAA KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS 2 TIMBERFORtii AA AGAPANTHUS AFRICANUS LILY OF THE NILE '1 24" BOX & LARGER A 1 � : �,ro-�-c � RACK � • •: � 1 GAL. 18 OC @ BLUE FLOWERS LANDSCAPE STRUCTURES/ 3 MEXICO FORGE .#E4135, #1 4175 , #1 4155 "PLASTUFF" SPRING RIDERS TRIANGULAR ALL TIRF__E�s I N "j"JR[= AeEAs TO MANUFACTURER REPRESENTATIVE - �� I�ST�I-•1-E� �•j/ oR �I.�ROs _ARCHITECTURAL AREA LIGHTING TOTAL LIGHTING CONCEPTS 139Q1-B SOUTH CARMENITA ROAD 733 EAST SAN BERNARDINO 'SANTE FE SPRINGS, CALIFORNIA 90670 COVINA, CALIFORNIA 91723 HS - HEMEROCALLIS SPP.. DAYLILY 1 GAL. " @ 12 OC YELLOW FLOWERS (818) 966-1611 TRIANGULAR • PATTERSON-WILLIAMS WAKEFIELD COMPANY ME MYOPORUM PARVIFOLIUM MYOPORUM 1 GAL. @ 5' OC PINK FLOWERS P.O. BOX 4040 1100 QUAIL STREET, SUITE 100 TRIANGULAR SANTA CLARA, CALIFORNIA 95054 NEWPORT BEACH, CALIFORNIA 92660 (714) 752-6204 PHOTINIA 5 GAL. @ 5' OC 1 PF PHOTINIA FRASERI i II r--" TRIANGULAR W Os L C LANDSCAPE STRUCTURES HANSON ASSOCIATES, INC. Pv PITTOSPORUM �l (�; � G`"' 1 '""` MEXICO FORGE P.O. BOX 2231 TOBIRA VARIEGATED 601 SEVENTH VARIEGATA 5 GAL. @ 5 OC L) I I I DELANo STREET SOUTH ORANGE, CALIFORNIA 92669 PITTOSPORUM TRIANGULAR Z I Q MINNESOTA 55328 (714) 542-5617 ' O QUICK CRETE PRODUCTS SITE SCHEMES SITE FURNISHINGS " RAPHIOLEPIS "PINKIE" INDIA HAWTHORN 1 GAL• 3 @ OC PINK FLOWERS Q J CI� �F1S _ - '10311 EAST 6TH STREET P.O. BOX 6528 TRIANGULAR z �. �Q �J ' ' ' . _ -' ` RANCHO CUCAMONGA, CALIFORNIA 91730 ORANGE, CALIFORNIA 92667 RO ROSMARINUS OFFICIN a PROSTRATUS TRIANGULAR 0` Q - I (714) 538-8997 " ALIS DWARF ROSEMARY 1 GAL. @ 4' OC 0 111 J '�' L.A.STEELCRAFT CALREC BUILDERS AND CONSULTANTS 1974 LINCOLN AVENUE VERBENA RIGIDA ST. PAUL PINK 1 GAL. @ 3 ' OC BRIGHT PINK P.O. BOX 1788 TRIANGULAR U PASADENA, CALIFORNIA 91103 TUSTIN, CALIFORNIA 92681 W 3 FLOWERS Irb (714) 639-4091 XCC XYLOSMA CONGESTUM W XYLOSMA 1 GAL. @ 3' OC ll '' IRON MOUNTAIN FORGE PECK'S PRODUCTS, INC. "COMPACTA" TRIANGULAR P.O. BOX 877 17202 CORBINA LANE, SUITE 102 ONE LANDRUM I I - CIRCLE c�NE� FARMINGTON, MISSOURI HUNTINGTON EACH, CALIFORNIA 92449 VINE LAFLNT-1NS NOT-s. 'NATURAL STRUCTURES CALREC BUILDERS AND CONSULTANTS: EY BOTANICAL NAMECOMMON 49i� I _ Rik m 2x 01^tqlTe *P.O. BOX 799 117,88 L FFICUS PUMILA NAME SIZE C_ ORNIA 92681 FP C T�l-ET� - 12 �'O -SHER WOOD, OREGON 97140 TUSTIIN, CA 15 P• .�rs/15 4. . .{503) 625-2566 (714) 639-4091 KEEPING FIG 5 GAL. Psl -PEMOVE FROM STAKE SECURE W/1STICK 'N TIES" DB DISTICTIS BUCCINATORIA BLOOD RED TRUMPET 5 GAL. _�lOLCO ATHLETIC CO. WAKEFIELD COMPANY VINE :REMOVE FROM STAKE 5 GALLON TREE B P.O. BOX 3246 1100 QUAIL STREET SUITE 100 SEE DETAIL C, THIS SHEET SOUTH EL MON CALIFORNIA 173 Q CC CLYTOSTOMA CALLISTEGIOIDES VIOLET TRUMPET 5 GAL. NEWPORT BEACH, CALIFORNIA 92660 REMOVE FROM STAKE 7 VINE ,.SEE DETAIL C, THIS SHEET .• - _ r ( ,� L� MURDOCK, INC. � AK FIELD OMPANY Y�'� 513) 471-77 0 714) 752-62 4 @ CR CAMPSIS RADICANS COMMON TRUMPET MBE M REMOVE FROM STAKE c E E �..�C.J NY 5 GAL. «� 975S.W. FIFTH AVENUESUITE CREEPER ,SEE DETAIL C, THIS SHEET LTS W I�� RTLAND, OREGON 97201 NEWPORT W POR TI BE CH, CALIFORNIA92660 i 14) 752-6204 GROUNDCOVER L�oL 7�- �P BOTANICAL NAME COMMON NAME COMMENTS V_LE�/�TI,o SECJRa /INE To WALL 5/8M4> ��L.T5 GENERAL PLAN � TING NOTES IN LAAO SH IELPS HYDRosEED MIX GROUNDCOVER SEE SPECS R E V I S I O N S FOR CITY USE ONLY AN0 12 C- ^L_V h11RE . 3ECl,IRF_ VI IJE 1. raz TREE sraiMc AND SHRUB PiaxrnM, REFER. TO PrarmnG DErAn_s. DATE DESCRIPTION APPROVED INITIAL DATE • `' ' I I '-I- I C? F_I?A_ IZEAS ON5 STREET 2. C»I• SERVICES DII�T. RPP SHALL AFFIVIR PLANT NMTZRIAL Plx�srr BY Cmmncm PRICK TO ' ' HYDROSEED MIX TURF SEE SPECS �2-Is- AnD coU>2.� u WATER SEWER mcm• aFtD DRAIN �Ro-�WO -� Lir _ S -� � TURF HYDROSEED MIX: PFu^ TION C+4A P T,L TH M GHEET'. 3. ALL TRIES 24" BOAC ARID LARGER TR AFFIC ..�'1,ct�'PILL MIX. SCF &E N. F21_N\ W& NOT�5. A113CETECT PRIC R TO THEIR MZVIW TO � FIWECT SI E.APPAW� BY 91� Il1llDecaF�E , \ SEED: 45 % REBEL II FESCUE FINAL CHECK isilz45 % APACHE FESCUE R W 1 4• ALL TRl� SHALL AS CONST. i I -L > >�' sa,s "vALL>rY cs:ffiT" srANolwos FCit slzE AND c�L.LTfr. 10 96 NEWPORT BLUEGRASS ARffezA,5VI✓Y E :5. ALL SHRUBS AICD GLUM CUM SHALL $XAi, CR 9[i&VISs "IINIES X-FtSiFffl" SITRW RDS PCR SIZE AT APPLICATION RATE 10 LBS. PER 1,000 SQ FT. I AM QUALM. CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE THESE PLANS WERE PREPARED BY: FOR PRIVATE USE �I NI t4� M BINDER SOILS STABILENT 60 GALLONS PER ACRE. INITIAL DATE 6• ALL TREES SHALL BE PLANK A HINIMM OF 3' FIJI V AIM AND IMUS• TREES; To BE PLAN= 150 /AC POW HI-NITROGEN 14-4 9 RJM IN SHALL AREAS SHALL BE C ENTZ � IN PIAN TMIG ARIAS. DESIGN GROUP DRAWN CHECKED 7• sons A�a>TS AND FERT=ZFR t� ALL PIaMMG AREAS SHALL BE AS IN A GRO-POWER APPLICATION CHART NAME `�� ::, ;,,,,,�; ,„„ IRE CURRENT, SOILS REPORT (REFER TO LANDSCAPE SPECIFICATIQiS). ; GRAN MM GRO-POWER TABLETS TS LICENSE NUMBER FILE 8, s> �� L PrR � sem • �� iaNDecaP� S�crFu�cros 5 GALLON 6-9 TABLETS PIOR Romyni0 CITY OF RANCHO CUCAMONGA I�f �r3. 15 GALLON 12-15 TABLETS r COMMUNITY SERVICES DEPARTMENT- PARKS DIVISION _ At \/ V� H 9. ALL SFIId� PiANrniG ARFaaS 9HI1LL DII'13i3EC.T WlR09GPE AREAS AT 90• TYPIGL. /� FOR EACH } CALIPER MEASURED T Q 10. ALL 14" ABOVE SOIL LEVEL USE PROJECT NAME VINTAGE PARK sm�r � '� 'TO HE IN � WITH CM 1 3-4 TABLETS. VICTORIA VINEYARDS . NORTH ORTH I 11. ' I' TR>�F5 SNAIL ��® AND � � QTY STANDARD 6 INSTALL PER MANUFACTURERS RECOMMENDATIONS. SHEET TITLE ' ST%NlDhRD SPECIFICMSHhLL PREPARED BY. PLANTING DETAILS LEGE 1 I �� FazTasZna� Ci�LS FC12 PUBLIC w�Ics ,��I a�r�r.�ANNIIC2SOIL 2 'S AR ED , NDS, & SCHEDULE S RVUL BE USED WMH THE RATIO OF 1 PART C WANK AMEMU I5 TO 3 PARTS NATIVE SOIL. ALL APPROVED4, APPROVE X, i✓1/"�I " 1 `moi �� '��LI A�NM ARE TO BE �MLY 1� PRICIR TO BhCMUMC. (MORSE CONSUL TING GROUP �� 13. IUKIR.IZATICI�i OF ALL Stir TRIS C, BE P� THE �� 11�QC sorts � v LYON DATE Q � CCN.It�/TY.SEAV ES I�AANA(iER PATE CITY ENGINEER RF1a0iZT FL>RtiISf� TO THE CITY INSPIaX'ICR. PLA/MWVG•EJYGINEERIIMG•L1AVWAPEARCM7EC?VR£ 4WD RZVINE BOULEVARD.SUM 0201APPR VINE PLANTING C 14. No SPIRIT' TREE SNAIL BE PEANTM wHERE THE CFNITR Or TM TRUNK IS CIDM THAN THREE Ft�T ""'"" m 117Z71~I� PALMAI DLMT J�EWILLIAM LYONT�ot m ax! DATE '.9 DWG OFFICIAL SHEET =10 OF �2 (3') TO THE FACE OF CURB, UNLESS OTHomm NMW. $140 AMCNMALD SUM D APPROVED DRAWING NO. AIL 91R6.Er TREES ARB 9I87ECT TD IIISPE(.'R'IC1rI ANDA BY THE CIZY El4tiI14�2. RAIICNO CUCArONOA,CALMO*MA 91730 DATE CITY PLANNER jf..-L�.� M R2�i L — tT � I 112 I , rmp tin 114m. r2r*. X 4 n*,r 1�'t, 4 / �;_�"S rl !`�/ / ` G '� I I ©f----F 4-,w- C AI 0 5 u O <� - - IV I � � rr- + .� I. B 3 I N ( .. r , f - - P� - 40 ver f 2b" �'� JL— NE�.YY F9 ISN l' I , h J CONC NOTES M I �a1 a I I I CA" 4 - F' ---- - - --- - ---- 4 -- 8 It OG InN 4� Q L � of 81 GMU Nr-V4 1.421 , uE Fv12EROOF FRAMING PLAN FLOOR PLAN I/, Ie7* ►N -I . M - $ 60� FL JZ FO ISN (l AP&P )�J IWATE MIN . � as 8 O � O O v IL J GATE FRAME W Q � "�iX�L�' /-� I'12'x 3Yc o S?L.. TLJr✓I� �ctnr-�E W/ I1k2N Pk,-KaT5 5 '.o.e, , .j 1153 rur��c� 10 c�L-L- rye tX�errf rLY /S /E �.JI"L ��'I�(c*5L I V X-51/z O 51p65) W '((cr*dam — ►�I !� � 1 .1 I II ,/J� i GM LJ VI/5A4 D lktel- 3 3 1 k IV Tipmo �` i i �� .� NVQ pF3V '1UFNiJCj I IT - i 41 0 b a �o G---AUT A11- C�u-S !-�Sp� '�n e.�x.T L<zoTloN of �R.t, ati I Kms( qRQ i� I-,+mar X113 - c,-064J NEc � 'f q MENS INTERIOR I - II �, I I 11 /� 6 _ WOMENS INTERIOR �� _= I - - 5�,v1�1C1 nid t✓ t7 eo NOTE: NOTE: R E V I S 1 O N S FOR CITY USE ONLY DATE DESCRIPTION APPP40VED INITIAL DATE CONCRETE BLOCK UNITS ARE TO BE "SLUMP ONE SIDE" STREET ALL FOOTINGS & STRUCTURAL REINFORCINGWATER/SEWER Y WATER/SE W E R TO BE BASED ON CURRENT SOILS REPORT. FOR ALL EXTERIOR WALL AND SURFACES (SLUMP SIDE GRD d DRAIN TOWARDS EXTERIOR). ALL INTERIOR WALLS AND TRAFFIC k FINAL CHECK �. ARCHITECTURAL PLANS PROVIDED BY THE PARTITIONS SHALL BE PRECISION BLOCK (VERIFY WITF AS AS CONST CITY OF RANCHO CUCAMONGA. COMMUNITY SERVICES DEPARTMENT). THESE PLANS WERE PREPARED BY: FOR PRIVATE USE i' INITIAL GATE DRAWN X CHECKED NAME DATE LICENSE NUMBER FILE �= -" - o � x4 � '�' • �-'� SYM FIXTURES -SEE SPECS. SYM FIXTURES sEE sPEcs. SYNC. FIXTURES SEE SPECS. CITY OF RANCHO CUCAMONGA ,. �1LL ALtr GEl-l.S I�I1 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION -+-+ - -� TSP. lO �I �>JC�P.A1L ( Mi l.) 1 PINKING I^oUHTAIQ 13 e)G'' wiDC Doer- v�// 2- 12''�-fI - - �� I-1�1 • 2 Wa`��2 G 8 Np}�D I c,,i� � I �cT NAW VINTAGE PARK _- WIM Poon. w� 2 - .2l hTil-6s VICTORIA VINEYARDS NORTH SHEET TIE �~LL ARCHITECTURAL PLANS UF!4Wb.1- 14 5F1.11er!;r LJc♦t'( INSic�rl- APPAo Eo - APPROVEo X O l.A.�/A,"1•oIZ1' I I U�►-•� urn LIT' ` II S DATE p cj C Y SERVICES MANAGER PATE CITY ENGWEER C PARTITION WALL I/q == II-e2 I •N! a� P �� I2 Ito V w. P &FI APP SHEET A 1oF IL ODATE OFMAL + APPROVED DRAM NOS DATE CITY PLANNER l._I BHT 29e � 2 10 . r \ \ CONC._ BLOC I -- _ ,� p o - - - n �x 4 ,� I� c-.M. x.1 , 1 , _ -_ y - - - i) tri gFes-_ryF11 . ---� �_m L. rm+ _ Of IL — - �- -- - -- U`_ [v�IC.� l> iu r✓Y�KTA 8X8 � f�� ,Y N1AX -r�� Sptt.tt 1UTd� Jn_AF!5 SIGNS E r i e a 1� �:� Pc ►.Ic_� �f-: e"Y�-= ---� c�tt -F v .- c T�� nL.1!'t.l t•-te'-�rnr� -�� riLL— �/JID J�•�`rllav I I cr-ti ��._. I I I I v F_c.r t I r�Ll w I I� T� Fes- F�W-,E:- 1 ► ,. ) Ll ELEVATION REAR ELEVATION I� !i` � —OI . l,.brl l `J� _ - FRONT ELEVATION '!4�� - - MENS SIDE - Ivor ew i - ----- + _ O �a Cav C�a vaL� OVTF- I u -� e,- ' ce"s 211 cw x �j Ct+i � � a � � I N � 1 O I(orX - f _R Toe> A ��/g II Tr-u�:�-- '1 •T �'{yl `� � ZMGIU n (� 4 AL-UMINIJM T ,fk 2 GW �C �i '"IIrM Pl..�.QUt J '-q�TR Z � O ` ,-�1. � itJ MOOT' '�� Aj�Af�,� >�-,oM -- a - - ,-�. `---—-- I N�i T F�-i.J I • G}p� �-1�fl-1 � �7•� ' r�3��5 r , = d ---- �� i Tl-x Tt��t•l A-i' I i ' A44 C. /Za rLAr sL ( � UI � 2"Y-'► uj " x % "TH /°YTS PJ4//�T• MPC�HI f.l��: + i ,1 Z / � 4 f/��flJ✓/tF� TD ti/�L�2'�°`• •�iV,� %"�'• t GONG, s�•NG�7f�� '- W C�'st�rYf +S• rND cx , ,, 1"li f -O*r T'T'��3► � I. P� 3,l 4aVT��Q ��T�G. -VASL2AI, 'PiN� Z -pZ - - Fnr;•�R a ��,mow, U "Th+/� �/.YST `�r- �//S/0 G� >✓AG H to /7L�iy t lhT�G-. O� (°i�NEL �O �CI,�M'�L"'t.-�'T'� C,a- -c.Vf� h1� E1 A iowmT /G!NT/cAlh _ l� '(�'GFLD . Pit//vr Iotim;nff• � oeoGT TY�'C -. �ie�.v err iY� y' 4, F:i N ,/q F_ I bl I y �...�SE�CT[IQ�NA�TPLUMBING N DOOR HANDLE H• �Z� A SIGN I --- /ore: crvo a2aa& r 4 R E V I S I O N S FOR CITY USE ONLY y r .L ■ DATE DESCRIPTION APPROWEO INITIAL DATE I� NOTE■ STREET ' WATE RISE WE R d 1 . ALL FOOTINGS & STRUCTURAL REINFORCING TRD F DRAIN TRAFFIC TO BE BASED ON CURRENT SOILS REPORT. FINAL CHECK RNV AS CONST . ARCHITECTURAL PLANS PROVIDED BY THE FOR PRIVATE USE j THESE PLANS WERE PREPARED BY: CITY OF RANCHO CUCAMONGA. INITIAL DATE DRAWN CHECKED • NAME OATS NOTE: LICENSE NUMBER FILE UNITS ARE TO BE "SLUMP ONE SIDE" CITY OF RANCHO CUCAMONGA * CONCRETE BLOCK COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION FOR ALL EXTERIOR WALL AND SURFACES (SLUMP SIDE PROJECT NAME VINTAGE PARK TOWARDS EXTERIOR). ALL INTERIOR WALLS AND VICTORIA VINEYARDS NORTH PARTITIONS SHALL Y WITH SHEETTfTLE P BE PRECISION BLOCK (VERIFARCHITECTURAL PLANS . COMMUNITY SERVICES DEPARTMENT). APPW NED ASE DATE /p OAOI�IU 4TY SEf�VICE3 MANAGER DATE sg /r� filr+rlNGIN6EA APP SHEET OF 3 DATE /;, (�DING OFFKUL APPROVED DRAWM NO. DATE CITY PLANNER y 4 ryl 1.Sf 1?t-f 2 GU 40 (VIA • I,.AP n 2 ��IG t IL �2 x � Go►r( bLK - - �x1012,h1r-A664A I X 1'1?4fj J _ 4 Y -'�x VA ; �> rte.. e .K 1 t-r_= p� �� _ - - • � C ex r.iv �. _ �+ � � o.G � � eM 1 z(2) 1 _ I I # r � �.�. �.1 _� �/r-1 W� F'G i!i � Cd q$ p,G. I-�'�c'� + WA,L - .. MG-SN .1JEL- FOM• #.4 6'Z4'O.G � I'•}�tz, � r RIDGE BM. �% 14 WIRE MESH HEAD I 10 OUTSIDE CORNER 6 f.4 c 321 ,0zi r�u�� _ r--t-u� - ,T W — . k'11,E--E_ �M 11 Cc► 111 F-G. C. ,c �' _' �J� I' 1ta1-1.% � H IJ I`�-� / I 44 I � I+ 1 1 FLAT E G I: I L f, W - t'v 'L' w C.L 6- ! •G• AT _ 1 !G. M F+� �T t: >t T �N I� ► d vt. P Ie• l.o,P I � r 1 g 4 �-�— - --- - w .� ME��' �r,�ll ►'�ftt� P/v.:EL ( /E- tl1JE�� MI��• !'# J = CJ 4P� O•G 44 �' VIV I �{ r FOOTING - - -- ` ••`` A-r �.-I'I o.L. Wtr. M + I Vi . m r� 1 _ _ II U _ '( /! /� � 1�' rrJ 1 1 �(/ �J` `�'� r 11J ��• /-I1 G ,r -- II X � � ,, - - - �(I lax i-+v,►r J li _ JIf VW SIC pT - u t r-+,C-, A.E. To VEL z v�� Ir; INTER11OR WALLS ONLY A SECTION Y9II >� I I _-_ e-2 G ►' ��I x oc RID BL CK WALL I '/2 13 WERE MESH PANEL lu 9 CONNECTION OF INTER. WALL 5 ��I 2 4V,64 ' `"'A� d GE BM, O W J ..� W n rl�c'•; E P_ NOTE: � 1 1 . ALL FOOTINGS & STRUCTURAL REINFORCING TO BE BASED ON CURRENT SOILS REPORT. 1/ L � x ICS d ,a 12 n.G • • . Ta,�4.ow 1�4uNes Z 2.. ARCHITECTURAL PLANS PROVIDED BY THE re- CITY OF RANCHO CUCAMONGA. w /g Ara, '' �, p,, @ 4A� r,G, PERPENDICULAR TO FOOTINGS 5�� '2''°' 5�8 �--�� NOTE. REST ROOM SIDE UTIUTY AREA 8 6f-l>J CONCRETE BLOCK UNITS ARE TO BE "SLUMP ONE SIDE" -- — -' x-4 TON ----f 1--, 2,, FOR ALL EXTERIOR WALL AND SURFACES (SLUMP SIDE ---- -t,o. TOWARDS EXTERIOR). ALL INTERIOR WALLS AND - T�NGs PARTITIONS SHALL BE PRECISION BLOCK (VERIFY WITH PARALLEL TO FOO II COMMUNITY SERVICES DEPARTMENT). SHEAR TRANSFER BARGE 1" 12 TOP OF INTERIOR WALL I 8 EAVE DETAIL I, 4 TRENCH DETAIL 2 R E V I S I O N S FOR CITY USE ONIr DATE CIESCHIPTKIN APPACNED wtT1AL DATE $ USE cc-lels"l :�-� p.� t� �? C-#'T�� d = E'.�Iz vwM�TE� I d 2'/2 MI► J STREET wMTER.SEWER u�� t_►SEt� Q I AND R = 3 d K - L -�nb 11.IG1-v`�VIE GRC) i DRAIN J ' 2 - . �+1 1 I t• .� G. I. U �..� - IZ - s}d wa- t4i D Lr�f TA A f f K 4x M xo- 4" lam► `�' VST = I 9, � I FINAL CHECK % „L 1, I-5/e M w AS CONST QO11'x� � I�p 1 Ly� THESE PLANS WERE PREPARED BY F011 Pii1VATF USE Iv K T - wrtu►L a►tt HOOKS - AND BENDS , cl— _ - C►1EC(ED LICENSE NL AKfi FILE - - - I -- CITY OF RANCHO CUCAMONGA i COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PRQ*CTNAIME VINTAGE PARK _ VICTORIA VINEYARDS NORTH 4n -0 ,3 M� • 2 Go MIN . SHEET TITLE ARCHITECTURAL. DETAILS �dM PVROvEO AiP110vE SPUCES DATETY ES MANAGER MATE ^ CIfY e APP ' DATE BUILDING OFFICIAL APPROVED Of1/1MMdLi 4 BEAM TO WALL BEAM TO WALL /.�- 7 NOTES 3 TYP REBAR DETAIL � DATE CITY PLANNER 7 }r'°1'� L��Nca. c.�� • --�''��-LIQ � .1�1�.-1 N , s} PANEL A_ _ V O L T S 1'20 � MOUNTING�"= fM?.Vl BUS SIZE BLDG _p 0. fs FLOOR ® I 3 IR BREAKER ry a OUTLETS D E L - I f ♦ S C R I P T I O N L.G�4t� �-G _ J�'� (�j - •-< NO — JAL LTS REC MIS (_/y LJ.U• 1 -rs I U•• A%N jL- 2 t M t I� Tst +00 13 3 Gv 4 I p _ G• W GoKp. t I HG 2 1411 -5 0 ,� t _ 5 o T�� -- _ Its— UTI L I /4 CEJ I' c• 3'�l� Flo rru.., t5oAg-p 6 -50 ' n - 7 PCTs• 0 - - 2 x 4 x gb � toL.��n 8 0 Il I �-�� G+ �.-5a %2'L J 1�G b�lLc U Nt'� 9 '10 I I L. (sr ap p ------ ---- _"1 . _ A-50 17�I -�I I t°�� TIAL. GO• �,6t�'�"y. I I M N t ►� I A $� � 6 t 12 G � 4 II � f � V " � v J� 2 A r� 15 I I O p Z"'1fz-A ��j w 3011 S 1 6 � TF-LZU I e �I�1 M �� S• 17 � ERrj� I 18 At -150 19 +b'-o� /Is 20 I°�D Togs L L.- 21 21 foolo) 22 23LA 24 1 1 - - ' Al I-- fz I <AL A 50 AM F7 N?° -T°R- 1. THE ELECTRICAL CONTRACTOR (E. C-) BE RE5P0M6t/LE rat CONFORMITY TO ALL LOCAL N A' � �\ L J . CODES AND ORDINANCES, THE STATE OF CALIFORNIA ELECTRICAL SAFETY ORDERS, THE R NAT IONIA L ELE CTR ICA L CODE AND ANY AOOITIONA L .AM FEDI[T 1016 RELATING TO THE WORK. m _ _ ELECTRICAL iNti dO � GI • • 2. IM THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PIANS I I I —[OMIT A� CA � 0 CONDUIT IN FLOOR 0 „ , AMD/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE MOTE, iPECIFI"TION OR CODE IJ CEILING 31/4- MRE 1MMM SIZE WHICH PRESCRIBES AND ESTARLISKS THE MOCOMPLETE .MCA OR THE HIGHER STANDARD V 1%l- CONDUIT, 2 /12 HIRES, UNLESS� T NOME NTSMALL PREVAIL,,Z TOTED OTHERWISE (1/2- CoC, 2 012) � CIRCUIT CUIT 40.1A3 PANEL A. 3. THE E. C. SHALL FURNISH ALL PERMITS AND PAY ALL FEES. , �"'�� 1/*- Ce 3 042NNEt c 0 44*- 1- C. 7 /12 4. THE E. C. SHALL MAKE POWER CONNECTIONS TO ALL MOTORS AND EQUIPMENT FtMINISHED BY 49 49 � 3/4- C. 4 012 •�„ - 1- C, 6 #12 OTHERS. �u� ELECTRICAL SjoGu(� T y —�}�-- 3/4- CoS 1112 S. All CIRCUIT BREAKERS, FUSES AND EQUIPMENT SHALL NAVE AN INTERRUPTING �2 _ L j '.� W Q 1-1/4- C. 9 /12 RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE �, i J 1- C. f f12 CIC .0— COIiDUIT ONLY SUBJECTED. - w Lu - FIXTURE DES IGNAT ION IST NO. -2- -1 � • O CEILING OR HANGING FIXTURE G. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS, LABEL O G1-O 3 2.,A-4 40 INDICATES QUANTITY, 2ND LETTER -A- AND SMALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED. }i INDICATES TYPE FIXTURE (REFER TO RECESSED FIXTURE Z ® I I A SCHEDULE), 300 00. -4/40•• INDICATES T. ALL DEVICES INSTALLED OUTSIDE OR IN DAMP LOCATIONS SHALL K APPROVED WEATHERPROOF. MMLL MOUNTED FIXTURE QUANTITY AND WATTAGE OF LA11PSB. SINLESS NOTOTHERWISE, ALL WIRE SMALL BE COPPER. ALL HIRE SW L BE U. L. LISTED, RATED FOR 600 VOLTS, 00. A2 MINIMUM SIZE EXCEPT FOR CONTROLS. TIRE USED IN END TO D SURFACE MOUNTED FUUDRESCEMT FIXTURE �•�� OPEN FLUORESCENT FIXTURE I END FLUORESCENT FIXTURES SHALL BE TYPE MVA, RHM oOltTHHN. ® RECESSED FLUORESCENT FIXTURE FLOODLIGHT 9. THE E. C. SALL INSTALL ALL CONDUITS AND WIRES JIITM A MINIMUM NSMIBER O' BENDS AND L •`', -. t® EXIT LIGHT, PROVIDE ARROIIS AS � INDICATED SINGLE POLE SWITCH, -a- INDICATE;: IN SUCH A MANNER AS t0 CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE 1E110 CORRESPONDING OUTLETS CONTROLLE ROOM, KEEP OPENINGS AND PASSAGEWAYS CLEAR AND MEET ALL STRUCTURAL CODE REQUIREMENTS, I SWITCH WITH PILOT LIGHT t� THREE WAY SWITCH (SPOT) 10. THE E. C. $ALL NOT BORE, NOTCH OR IN ANYWAY CUT INTO ANY STRUCTURAL MEMBER WITH- 1 JO JjNCTno s( 61 OUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER. CLOCK OUTLET 11• r me DUPLEX RECEPTACLE, +12- UNLESS INSTALL CONDUITS FOR RODE MOUNTED EQUIPMENT BELOW ROOT AND STUB-SUP AT EACH PIECE NOTED BTIEMWISE ► TELEPHONE OUTLET, X12- UNLESS OF EQUIPMENT. FLASH AND SEAL ALL PENETRATIONS. NOTED• OTHEAII'IiE 12. TIME E. C. SHALL PROVIDE SUPPORT FOR ALL FIXTURES AND ELECTRICAL EQUIPMENT TO COMPLY N- Q FLOOR RECEPTACLE ... ® FLOOR TELEPHONE OUTLET WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE NO ALL LOCAL O110INAMCES. ® MICROMONE OUITLET i N �./ _ 13. All CONDUIT CONNECTIONS t0 MACHIpES ASO EQUIPMENT SUBJECT TO VIBRATION (INCt.uDtNNT: N � tD, �EXHAUST FAN ' INTERCOM OUTLET TRANSFORMERS) SMALL BE MADE WITH SE.ALTIGHT FLEX CONDUIT PROVIDE SUFFICIENT SLACKN,,T , ® NMTOR STARTER TO ELIMINATE VIBRATION, ARRANGE CONNECTIONS TO PREVENT TIE ENTRANCE OF MOISTURE. .• ' COOINATION STARTER /4. THE ENTIRE ELECTRICAL INSTALLATION SB ® PUSH BUTTON TRANSFORMER HAH E GROUNDED AS REQUIRED BY ALL APPLICABLE BUZZER EN KLL CODES AND THE SE3RVING UTILITY. 1 S. THE �] , ENTIRE WIRIMC SYSTEM SHALL BE TESTED FOR SHORT CIRCUITS, GROUNDS AND IISL4 AT ION PANEL, SWAM MOUNTEDMNEL, FLUSH MOUNTED RESISTANCE BETWEEN CONDUCTORS AND TO GROUND. OISCCONNECT SWITCH, RATINGS AS NOTED P. C. PHOTO CELL 16. THE E. C. SHALL FURNISM AND INSTALL ALL CONDUIT, WIRE, BOXES, SWITCES, LIWT Ti TIME SWITCH FIXTURES (WITH LAMPS), RECEPTACLES, SERVICE DEVICES, SWITCHBOARDS AND PANELSOARD6 , W. P. WEATHERPROOF DEFERENCE TO NOTE NO. 2 F. A. FIRE ALAN REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. 17 ® .,.. . PROVIDE A MANUAL DISCONNECTING MEANS AT MOTOR FOR ALL MOTORS NOT WITHIN SIGHT OF T� t1EAMDSTAT, ♦S•. "'3" ZONE OR UNIT AFF ASM FINISHED FLOOR OR MORE THAN FIFTY (30) FEET FROM ITS CONTUXLER. _. 4 I& ALL SWITCHES AND CIRCUIT BREAKERS, DISCONNECTING MOTORS OR CONTROLLING ELECTRIC DISCHARGE LIGHTING SHALL BE WITHIN SIGHT OF MOTORS OR FIXTURES (NOT OVEMR $O FT.) R E V IS I O N $ FOR CITY USE ONLY OR BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. DATE DESCRIPTION APPROVED INITIAL DATE � REFERENCE NOTES: 19. PROVIDE AN ENCLOSURE OF EQUAL FIRE RESISTANT RATING AROUND ALL FIXTURES AND EQUIP- STREET NT INSTALLED IN OR PENETRATING THROUGH FIDE RATED SEPARATIONS. SEWERTIOMi. CARO a DRAIN 1 INSTALL FLUSH WEATHERPROOF SERVICE ENCLOSURE IN EXTERIOR WALL. COORDINATE INSTALLAT- 20. VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE TRAFFIC ION ALL FLUSH WE CONTRACTOR. FACILITIES BEFORE SUBMITTING BID. FINAL CHECK 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 CONDUIT Rw PER MANUFACTURERS INSTRUCTIONS. VERIFY LOCATION. S• 3 RECEPTACLES SHALL BE FLUSH IN EXTERIOR WALL. RECEPTACLES SHALL BE EQUIPPED WITH AS CONST. GROUND-FAULT CIRCUIT-INTERRUPTER AND LOCKABLE W.P. COVER. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 4 INSTALL PHOTO CONTROL ON 1/2" CONDUIT ABOVE ROOF. AIM TOWARD NORTH. f IXTURE SG►�EDULE - ,NiT1AL 'DATE 5 INSTALL SERVICE PER SOUTHERN CALIFORNIA EDISON CO. REQUIREMENTS. CONTACT: BILL DRAWN TYPE M0. LAMMS DESCRIPTION MNUFACTURER • WIGGINS, 714/947-8227. A MAX. NM TTS (DPROVIDE LIFER GROUND PER CODE--20' OF N0. 8 BARE COPPER WIRE ENCASED IN 3" MINIMUM OF CATALOG NOW NAME DATE CHECKED A 1/50 HPS MALL NT • CONCRETE LOCATED NEAR THE BOTTOM OF THE FOUNDATION. SONO TO THE COLD MATER SYSTEM. MOUNTED VANDALPROOF HIGH PRESSURE SODIUM, KENALL O� • s LICENSE NUMBER FILE 50 MATT CLEAR LAMP, CAST ALUMINUM HOUSING, 5210-9500 CITY OF RANCHO CUCAMON �7 PHOTOCELL TO TURN LIGHTS ON AT SUNSET; TIMESWITCH TS1 AND TS2 TO TURN LIGHTS OFF POLYCARBONATE REFRACTOR, TAMPERPROOF SCREWS, A ti • PER CITY SCHEDULE. G SUITABLE FOR OUTDOOR INSTALLATION, 120 VOLTS ELECTRICAL PLANS PROVIDED BY THE CITY OF COMMUNITY,SERVICES DEPARTMENT: PARKS DIVISION B&C 1/50 HPS CEILING MOUNTED VANDALPRooF HIGH PRESSURE SODIUM, KENALL RANCHO CUCAMONGA. PROJECT NAME VINTAGE PARK a 50 WATT CLEAR LAMP, CAST ALUMINON HOUSING, 5010-9600 VICTORIA VINEYARDS NORTH POLYCARBONATE REFRACTOR, TAMPERPROOF SCREWS, ALL UNDERGROUND 120 VOLTS ELECTRICAL WIRE SHALL SMEET TITLE BE PLACED IN CONDUIT--SIZED AS NECESSARY ELECTRICAL PLAN _ k AND LOCATED AT A DEPTH NOT II APPROV - O LESS THAN 36 . Eq ' APPROVED FINAL PLANS TO BE REVIEWED BY AN ELECTRI- °ATE 0 ' COMMUNITY SprVICES MANAGER DATE CtTYEmG CAL ENGINEER PRIOR TO CONSTRUCTION. APP _ DATE DING OFFICIAL SMUT t OF A APPROV D DATE N CITY PLANNENO. 'i Q K.t i- n --1-� 1�'fiZ NeIzIC�1o�1 GoNT�II-�Z "TIM sw I TC H 3 FIXTURE LAMPSMOUNTING ® TYPE o WATTS o J DESCRIPTION & MANUFACTURER& �M�1t_IACTIeVO m T5--f- � ,L ¢ p p O AND 0 0 Z Q VARIATIONS CATALOG NUMBER �G I<ET �� p�� . z u = Z TYPE U �- 5�.1 I TG N � 2 1�2� T�f X� � f • 1Zo 1 • gr-5Too M M xTUF #'50 10 I 2�•-2,�- �� 1 • tWt Tp . Fv�Tu� � jLl o : Nf S W P �, o �� 4 . 10o1.YG►�N�� Kv - 3 ,�, • j2o 2- in5cw • v ISI~uevvfz 34 �•.! gds ISTD•t�T CIA 6T ovLU-2 �� oI � 2 •-�0,8 o I E�t-IT M p L a -06 250 1'5" W - c ( J IK W � _ W t FLOOR PLAN - RESTROOM BUILDING R E V 1 S 1 O N S FOR CITY USE ONLY NOTE: DATE DESCRIPTION APPROVED INITIAL DATE STREET WATER SEWER ELECTRICAL PLANS PROVIDED BY THE CITY OF & DRAIN RANCHO CUCAMONGA. TRAFFIC SINAL CHECK R W ALL UNDERGROUND ELECTRICAL WIRE SHALL AS CONST 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 f FINAL PLANS TO BE REVIEWED BY AN ELECTRI- DRAWN CAL ENGINEER PRIOR TO CONSTRUCTION. NAME DATE LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAME VINTAGE PARK _ VICTORIA VINEYARDS NORTH SHEET TITLE ELECTRICAL PLAN APPROVED APPROVVOAAN W7i DATE TY SEAVIOES MANAGER DATE -�g CITY ENGINEER APPR ~ DATE ''r `^� 9 DING OFFICIAL SHEET E-Z of Z APPROVED DRAWING No. DATE CITY PLANNER 119G r