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Home My WebLink About1196-L 111111111 A _VTc T OR _V _ S NOIR 1A I A ][111) THE WILLIAM LYON COMPANY. INCIIIIII.- 8540 ARCHIBALD SUITE B RANCHOCUCAMONG" A CALIFORNIA 91730 LMDSCAPE A DISTRICT NO2 COMMUt1RY --------- —��----------- j—1 I FAC ILR Y MH 5.0 ACRES • . II I 12.6 ACRES I I• 14-24 DU/AC Y F- 13.06 ACRES B-14 DU/AC 1 BAUER ET AL DEVITO ET AL I' I I SAN BERNARDINO COUNTY I FL000 CONTROL DISTRICT III DAY CAEEK BASINt M, I 1 M SCHOOL/PARK SITE III I • 13.5 ACRES AL 19.35 ACRES 4- 8-14 D1.1/AC � T � + � `°0'• DEVITO ET AL ID AMIM 1 I Aw 4111111116h GREEN HALGH ET ALI I I I q, x II I is r � _j � — r T I J - -I- Z TT4T W T� SCHOOL/ PARK SITE ( M QUANTITY ESTIMATES 12 5 ACRES +I t $ Z W I I �- 23.2 ACRES `. , Z I z X B-14 DU/AC ;1 ADJACENT TO TRACT 13444 W W I y GROUND COVER 75,034 S.F. ��LL �X - + * W 89 •....... < w W 6 ADJACENT TO TRACT 13445 MORSE CO-N- SULTING GROUP GROUND COVER 31,772 S.F. 1IMMMR ......... ....... ADJACENT TO FUTURE PARCEL 0 ENGINEERING • LANDSCAPE ARCHITECTURE _...._..._... ....<.:_.:.:.:.:.:_::.:..............:.:.:.:.:. ...:...:.................:.:...:.:.:.:.._:.........._.......:.:.:.:.:.:.:.:.....:..........._ ......<....................:. ..:..::::..:..:...........:.:.:.:.:.:..:.:.:..:..:.:.:_:..:..:..:.............:.:.:.:.:.:.:..:..:..:.:..:..:.:...._............ . _........._................_........... ...._........:. .... _.......:......... ...... .............................. �Q GROUND COVER 23,345 S.F. 4860 IRVINE BOULEVARD, SUITE #201 SHEETS 2 & 7 SHEETS '5 & 10 IRVINE, CALIFORNIA 92714-1299 (714) 730-7117 SHEETS 3 & 8 SHEETS 4 & 9 . M NOTE. PLAN CHECK SUBMITTALS ALL CONCRETE WALK AND PLANTWG QUANTITIES LISTED • ARE FOR BID COMPARISON AND LANDSCAPE ASSESSMENT SHEET KEY MAP Submitted Department Returned Approved DESIGN GROUP, INC . DISTRICT PURPOSES ONLY. CONTRACTOR tS RESPONSIBLE 11-10- 51 E,aGINEER•IN� a-2o-81 FOR HIS OWN TAKE-OFFS AND INSTALLWG ALL PLANT tl- lo-� PIH►NC� 11-no-81 rr -7-0 PLANNING AND LANDSCAPE ARCHITECTURE MATERIALS SHOWN ON THESE PLANS AT THE SPACING 4860 IRVINE BOULEVARD, SUITE 203 IRVINE, CA. 92720-1999 (714) 731-2522 'SPECIFIED. r , ABBREVIATIONS SHEET INDEX VICINITY MAP O AT DS. DOWNSPOUT INV. , INVERT ELEVATION S• SEVER A.B. ANCHOR BOLT B. EAST J.D. JUNCTION BOX S. SOUTH 1 COVER 'S H E E T PROJECT SITE A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF AhC SCH. SCHEDULE b A.C. ASPHALTIC CONCRETE B.C. END OF CURVE L.A. LANDSCAPE ARCHITECT S.G. SUB-GRADS 2 IRRIGATION PLAN A.C.P. ASBESTOS CEMENT B.C.R. END OF CURB RETURN L.F. LINEAR FEET SHT. SHEET ALT. ALTERNATE B.J. EXPANSION JOINT LT. LEFT S.F. SQUARE FOOT, FEET 3 IRRIGATION PLAN ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS APPROX. APPROXIMATE B.N. EACH NAY SQ. SQUARE 1 MFG. MANUFACTURER • �� DESCRIPTION OF REVISION DATE APPROVED' H.C. BEGINNING OF CURVE EX. EXIST. EXISTING MH. MANHOLE ST. STREET 4 IRRIGATION PLAN - Highland Ave CITY OF RANCHO CUCAMONGA B.C. BOTTOM OF CURB F.F.B. FINISH FLOOR ELEVATION HI11. MINIMUM SFS. SURFACE FOUR SIDES H.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADE jl, NORTH T. TANGENT 5 IRRIGATION PLAN Baseline Road q. VICTORIA VINEYARDS NORTH BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.C. TOP OF CURB '_° B.S. BOTTOM OF STEP F.S. FINISH SURFACE No., # NUMBER T.C.D. TOP OF CATCH BAB 6 IRRIGATION SPECIFICATIONS DETAILS & LEGEND I' Footh',d Blvd ADJACENT TO TRACTS 13444, 13445 & FUTURE 'M' PARCEL C., COND CONDUIT FT. FEET, FOOT O.C. ON CENTERT.Y. TOP OF FOOTING C.B. CATCH BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER T.G.• TPP OF GRATE 7 LANDSCAPE PLANTING PLANa SOUTHERN PACIFIC RAILROAD EASEMENT C.P. CURB FACE GA. GAUGE P.A. PLANTING AREA T&O TONGUE AND GROOVE �' C.J. CONTROL JOINT GALV. GALVANIZED P.C.C. PORTLAND CEMENT CONCRETE T.P. TOP OF PAVING g LANDSCAPE PLANTING PLAN 9 3 14 . COVER SHEET, C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP c co m ; C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED BEAM P.R.C. POINT OF REVERSE CURVE T.M. TOP OF MALL C.O. CLEAN OUT G.P..M. GALLONS PER MINUTa PL. L PROPERTY LINE TYP. TYPICAL LANDSCAPE PLANTING PLAN o W OATIE i� �o C.Ilry ovca Err ��s_ R.C.S. No._ 2397 CONC. CONCRETE G.R. GRADING P.S.I. POUNDS PER SQUARE INCH V. VOLTAGE 10 LANDSCAPE PLANTING PLAN & SPECIFICATIONS s�" c_rTY ENot.�ETtw UESION RECpMMENDEO CONT. CONTINUOUS C.RND. GROUND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL BER RDINO FREEWAY I_,p I�MORSE CONSULTING CROUP DSK. COUNTERSINK H.,HT. HEIGHT R., RAD. RADIUS M. WITH PTB t0�0�rMAf.'VA.L,r,A�•Lt�tPE.t� M. VEST .ro wvat��.uo.!ui 1Q01 �v r��a/kA.S CU. CUBIC HCR. 1IEADER R.C.V. REMOTE CONTROL VALVE DRAWN (7I 11 X7117 r"uant=r3 SHEET DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE M.P. MATER PROOFING PTB JOB # 240-08 1 of 10 D.Y. rRINKING FOUNTAIN H.P. HIGHPOINT REQ. REQUIRED �. HO SCALE 1 DIA. O DIAMETER I.D. INSIDE DIAMETER RMD. REDMOOD CHtcKED �, it-it ��,�� DwAWtNO NO• is. J DATA //q� 1 1 1 1 � 10 �J w A UTO 71 C CONTROLLER E ) W 24 STATIONS z CONTRACT R SHALL CONNECT NEW CONTROLLER W TO EXIST. ELECTRICAL SERVICE � Q w z EXIST. CONTROLLER "D 2 U J Q —EXIST. jLEEVE EXIST. 11/2° �3 E l - E2 (DC)B.P.A. WATER METE I I I I�211 INSTALLED P`IOFF SHALL It'll .......... -- —t— —�----- --T — —� —�--- — -- — - r ............................... ....... ...... . •.u.�...•• •u •....u.u•• au•u•..•..u.• ■.......u•.••.• ■•a. . ••} • •• uu• ••.u.•••i..... •.... .....u.a. •........•. uu••uu•u••.. .••.• •.•u..• .•.. .. .u•..• ..............• ...0 a.... •uu ........ .•••..�• •...•.. u..• • •u..• uu..r.....u•u •u•uu •.a.....■ u......••uu•.uu.•a..u•.••...•••.•..u.• , ,d, Ip, ,V_��/ tl,, d of �gI�l ,�v IAS ,y{, ,, ( �I ( �, . .....�� ......` ...... ........�.......... 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ALA&' f _Q1 DESIGN RECOMMENDED !+l i MORSE CONSUL TING GROUP I t,MORSE CONSULTING CROUP `tom=@=qLYON AICSCHOOL/PARK SrtE M PL4tYtthC•FM1NF17tL4G o Lt1�LKAP£ARt7fffEC7VRE.r.wY.t.Olwl�wllD SUTI Rol�� AU NNING •ENGINEERING LANDSCAPEARCHITECTURE - 213 ACRES T.W.CAUMVJU QIIa la. c-ua�wG DRAWN Res[ nulrronn rwU+D(3UIi SHEET _ 4860 IRVINE BOULEVARD, SUITE #201 p JOB # 240-08 r �� IRVINE,CALIFORNIA 92714-1299 G/' 1 C AIC' _2_001 10 ASSOCIATED IRRIGATION CON9ULTANT3 tt x IRVINE (714) 7307117 PALM DESERT J�� WILLIAM LYON �,wt eaw , _ CU© f DIIAWtNO N{r. 2014 3EPULVEDA BLVD. L03 AN(3ELE3 CALIFORNIA �OsrQ 8540 ARCHIBALD SUITE B �Q _ 90025 (213) 477-6523 """„ n 1191107 RANCHO CUCAMONaA� CALIFORNIA 91730 AICIf VDATA `-- utiaae YA.Y7 1 1 cm 1 1 J LU U) 1 m w1 I w cn 1 i 1 u 1 1 1 1 1 1 1 1 co � v wl Iw zl 1 J 2 I v 1 QI 1 � � 1 1 1 3o E6 3o E? 1 1 1 1 1U Ali �.... 1 .. ............... ................. . ..... . . .. ... ...— ... .....i- ....... . . . . ... .-. . ..... .... ..... -.. ..... ....�. . ... . ...,...�....... .......... .. .....— ....... ....—.. 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Ily2l yz L %i' (I'i' 11v (ly,l �I" I"� '/q"� ��"�� ,LII !y�'r I ' -- - C''r 'i'g y �u/ I�IJ. ly4® \Til (ISI l�/q'1 C�q�l '(Y,�' ' ytill� 1 1 � '� 1 SPRR SPRR 1 1 1 1 SEE SHEET 6 FOR IRRIGATION NOTES, LEGEND & DETAILS. 1 1 1 s.o.ecr—�rrrY4 DESCRIPTION F REVISION I DATE I APPROVED CITY OF RANCHO CUCAMONGA Coxxunrt>t /AC4Jf MH u Aa�Es (y� VICTORIA VINEYARDS NORTH x-1.SLAC Cu ACRES W 6-14 MAC2 _ O T Z ADJACENT TO TRACTS 13444, 13445 & FUTURE 'M' PARCEL M sc as 1/AnK Sal AQES SCALE: 1" = 30' SOUTHERN PACIFIC RAILROAD EASEMENT >u 0.3S ACKS 6-14 MAC 4 r y + IRRIGATION PLAN! X Hi '} t PREPARED BY: PREPARED FOR: O DATIE ?v 8S r. � x APPROVED t"/ ` cmr cn,olNaw { ��c_ a.c.[. ND. 22397 ti f YtY � 7r � i r -� D[a1pN RacommENDKO - +t` MORSE CONSULTING GROUP AIC MORSE�C CONSULTING GROUP SCHOOL 1 FARK f "' PLANNING •ENGINEERING LANDSCAPE ARCHITECTURE LYON .�,..� >�� ms ACHES i 4 h ..'N.(Ali'JUiA i1,.i7.. C!/'(-L\\\' • �� z1.t Ao+Es� OAAWN u"I •N[[T � � s-x wrAC ASSOCIATED IRRIGATION CONSULTANTS ' 1 , : —� 4860 IRVINE BOULEVARD, SUITE #201 �p IRVINE, CALIFORNIA 92714 1299 lie WILLIAM LYON AIC Boa # aao-os 3 10 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA - _ t I T IRVINE (714) 7347117 PALM DESERT f 90025 (213) 477-8525 v 8540 ARCHIBALD SUITE B cisEGc AIC Owwvri ,,,n,� RANCHO CUCAMONGA. CALWORNIA 91 710ffl cAT>t Cc T? tunaar typ C'7 F-- _ O wi IJ wl 1 � U) 1 1 w wl Iw ui 1 U) 1 1 w 1 1 w � 1 I z zl 1i = 1 Ell 1 � 1 3dE10 yl� 1 t�..... �.......!...... . • ... ........ ............... ......�.. ........... ...... ......... ..... ......... .... .. .... . ... ............... .....,..... ... ............... ... .�.... ..,...l� .... . . .. ... . ... . . .... .. . . 4N� 'I `111 .. Lip chi" ly,�l I'' r;l`' � (y" 2 - 1 1 1 SPRF� 1 1 1 1 1 1 1 1 1 1 LO w � � w 00 l v� l D Q1 w � Z Lu > U) 1 Q u- w 1 1 z U) wl z 2 w 1 U U Q 0 QI 3 E12 3aE13 ( 1 1 111 1 P' i y.. ..1... ....... ......... ............. ...... . ... .. . .... ..... .. ....... ............... ................ ............... ... ... .......... ..... ......... ............... , . .............. .. ....... ...�. .. .. .. ... ................... ....z . .. .. ...... ......... .. 1 � ,�,� 'c . .1 ( .l �l%�'' �� '�' �1►, (111 lyt'' pull ' ( ISI y % — __ 1 SPRR I I 1 1 1 1 1 SEE SHEET 6 FOR IRRIGATION NOTES, LEGEND & DETAILS. 1 1 1 1 _ 1 . otempnom oF REvistom DATE APPROVED Comm FA 'fES — CITY OF RANCHO CUCAMONGA MH 1toffr 0 ACRES pOQi�' Mg ACRES °C 14-24 MAC ti a ACRES \ S-u aXAC � O VICTORIA VINEYARDS NORTH T Z M SCHOOL f PARK$a& ADJACENT TO TRACTS 13444, 13445 & FUTURE 'M' PARCEL =5 ACRES PACIFIC RAILROAD EASEMENT „�,,� ,- SCALE: 1" = 30 S-N=AC 4. Y + * IRRIGATION PLAN PREPARED BY: PREPARED FOR: r }} DATs ` + APPROV[O MY _�-_z — 2 391 yi ti T GITY ENOINiSR R.C.E. NO. ^ --- DESIGN R[GOMMENOEL� MORSE CONSULTING CROUP 0*ma CONSULTING GROUP o - LYON AIc suwOLf PARK sirE _ +' { M ; IJ.yF1]2L�G.LA.'DXAPE AROOTECTURE X ^�� j+f PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE 23.1 ACRES DRAWN ■.7t ••„ c,lA./`�vA rl�Aln. f,kLw EKYST &MUST S-1.MAC ASSOCIATED IRRIGATION CONSULTANTS i --� 4860 IRVINE BOULEVARD, SUITE #201 + IRVINE, CALIFORNIA 9271.41299 Jtc WILLIAMLYON3EPULVEDA BLVD. L03 ANGELES CALIFORNIA AIC JOB # 240-08 4 Ds 10 1- 4 x IRVINE (714) 730 �7117 PALM DESERT f -6525 11 P/ ►-b9 DRAWfO NQ 90025 (213) 477 . 8540 ARCHIBALD SUITE B AIC nrnf a oars - cnn,xRANCHO CU AM NGA CALIFORNIAIF R NIA 91730 owTmSUISSE / -( r LL�lUd1r YA,Y) 1 wl ' X U w w W z 2, E 151 E16 2r E w �yti1� I? Q 1�4� Cy�li ; mss g N�i'N fI►' I►' Iq LL W �— / LL z ■....... .... . . ,(, I I , J w I— ■u. ■... a...u■■. ■■a.■.■■■u■■u• ■■u■J■ u . ..a■u■.a■u.-. ■a. ■.�a■auaa■ ■..■■■■uau■uuuu.uuu..0 a u■. • as ■ ■a.■.a. .uj . .. ■ ■a.0 . .uuuu auu■■ uu.0 .au■.u. uuu uu .au■ n n u ►� 11 a n) n n/ 11 �� , •® 4 4 S%' Q Q J w :��l1 �y,�ll ��a lyti 2,� ��z ��a� �®�- � (x,4,1 �4� �4 *111' 2„ �� 1y41 ® 0 o.. zo v U f1 2 E 14 I G GING. Q MotvGuR¢� Z11 0 I = Z 2 cc: I I 1-- o Il' a • O Q w rat �-f Lfat-- A fill u .■......................... ... .. ....... .... .......... ..... ■. ..... .. .... ......... ...�■.. ...... .. ..... ..... ....-:1.�......:.a.......... .' U) w —�— 2 1 � I 1 iI SPRR SPRR 1 � I 1 1 SEE SHEET 6 FOR IRRIGATION NOTES, LEGEND & DETAILS. Dismenom of BEYISIQN GATE APPROVED CITY OF RANCHO CUCAMONGA .■can r �� MH ae AG1E2 L owx 12A AcALS f- :N Acfwso VICTORIA VINEYARDS NORTH z M fc,aoal.A"aa(7L ADJACENT TO TRACTS 13444, 13445 & FUTURE 'M' PARCEL w SCALE: 1" = 30' SOUTHERN PACIFIC RAILROAD EASEMENT ,ate Acs" hu=AC L + 4- '+b t IRRIGATION PLAN PREPARED BY: PREPARED FOR: APPROVED ur/ r �I 4w/ � wn Zr _� �___�- ,II r-MYINDINEfR /zw` -��- R.C.E, ND. 2!9397 4fi` DESIGN MORSE CONSULTING GROUP :i, . / , RlCOMMENDE4� A - �+" , i � ; r 5��1.A�><5RE - - �;• � AIC OMNMORSE CONSULTING CROUP Psa ru.rn.+C•f1C1.vF�t[vG•uY-'WAPfAXcx�rcrLR£ w'AS � X 12.5 AC {+� Tll� PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYVO N .�•�KA"I AAL,>.an M I.T._<A:r�raA LCI,.1211 ASSOCIATED IRRIGATION CONSULTANTS DRAwN # 2 4860 IRVINE BOULEVARD, SUITE #201 2014 CIA EDA BLVD. LOS ANGELES CALIFORNIA 4- ,'' _ IRVINE, CALIFORNIA 92714.1299 G/!'`// 1 (e� AIC SOB # 240-08 5 10 90025 (2 13) 477-6525 t x ` IRVINE (714) 730.7117 PALM DESERT rJ 116 WILLIAM LYON `lJn??1 101,/1 1 D` C+tIGKED DRAWING NC. 8540 ARCFi1HALD SUITE B � GGrrIIS • miP + RANCHO CUCAMONGA, CALWORN1A 91730 AIC OATS I I V QUICK COUPLING VALVE SET FLUSH WITH FINISH GRADE IN LAWN AREA GENERAL LEGEND SIDEWALK, CURB, 3°ABOVE FINISH GRADE ETC. I-IN OTHER AREAS GRADE P� LAWN AREAS SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE 1% • 1 SIDEWALK, URB, ETC.- P.O.C. POINT OF CONNECTION SPECIFICATION FINISH GRADE ,:dR S&SIZE( 1/2"&L SHRUB AREAS PRESSURE SUPPLY LINE E 2- GR) CLASS 315 PVC SPECIFICATION • moi' BOX TO BE PLACED AT RIGHT ANGLE TO 12 ND HARDSCAPE EDGE 21 • % PRESSURE SUPPLY LINES&SIZE(2"&SMLR) SCHEDULE 40 PVC SPECIFICATION •. �' 12"x i8 PLASTIC BOX AND COVER 'WITH • - • �•�4 � LOCK TOP �1��ti�"; � ' , ' :. _ STAINLESS STEEL CLAMP �,�.� •; NON-PRESSURE LINES&SIZE CLASS 200 PVC SPECIFICATION .,URL TYPE EXPANSION LOOP(MIN. 24 • T� WATERPROOFED WIRE CONNECTION--\ CONTROLLER SEQUENCE SIZE a LENGTH AS REQ�D Z n " ''"X` "Y .�^ R w R- 11 GALLONS PER MINUTE CECURE S I.D.TAG (STANDARD) SCH. 80 PVC NIPPLE SECURE TO SOLENOID - - NON-PRESSURE ('L REMOTE CONTROL VALVE SIZE y� �i PIGTAIL LINE FITTING 3+ O REMOTE CONTROL VALVES RAIN BIRD EFA-CP SERIES DETAIL NO.2 FINISH GRADE SCH. 40 PVC LAWN AREA ELBOWSCH. 40 PVC STREET ELBOW IYp iii O QUICK COUPLING VALVES RAIN BIRD 33 D-RC DETAIL NO. I }� ,. ?•� nS lS PVC LINE PIPE FINISH GRADE \ w GATE VALVES(LINE SIZE) HAMMOND IB631 DETA!L NO.3 / SHRUB AREA SOLENOID 11 PVC SUPPLY SCH. 80 PVC NIPPLE � 3' � � � r '•` r � LINE (SxSxT)- SIZE G LENGTH A5 REQ'D PART CIRCLE ROTOR HEADS HUNTER PGH ADJ-47,2.8 G.P.M. 30'RAD. 35 P.S.t DETAIL NO.4 ' ' ''' J3, r FITTING 1� 'J- - �� '+;��' • :` �s�-FLOW ADJUSTMENT I �-3/4"CRUSHED ROCK �� DENOTES SLEEVE FOR WATER LINES a SIZE MIN. SCH AO PVC ISP � •'��i; ��`"•,.�� •�/ ��,:'• (� (MIN. 3 CU.FT.) PVC SUPPLY LINE PVC SCH.40 MALE ADAPTOR ° --_---� DENOTES SLEEVE FOR WIRES a SIZE MIN. SCH 40 PVC �-- ----, (TYP. 2 PLACES ) ;, PVC LINE PIPE Q MOISTURE SENSORS SYSTEMATIC DETAIL N0.5 PVC ELBOW SCH. 40 PVC STREET ELBOW Igot� PVC LINE PIPE COMMON WIRE PVC SUP'P'LY LINE FITTING(SxSxS) CONTROL WIRE 4N ALL THREADED / NOTE: USE TEFLON TAPE NOTES_ 1/27 PVC PIPE 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED . FITTING MIN. 36"LONG OR AS SITE 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF REQUIRES 3 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. rYPIrAL QUICK COUPLING VALVE 2 r'rPirAL REMOTE CONTROL VALVE ASSEMBLY NO SCALEA 5S E M B LY JR-85 NO SCALE ( STRAIGHT TYPE ) JR-�5 SPECIFICATION 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO LOCAL BUILDING AND PLUMBING CODES HAVING JURISDICTION. 2. PRIOR TO SUBMITTING BID, EXAMINE THE SITE AND THE CONDITIONS THEREOF. 3. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE FURNISHING ALL LABOR,MATERIALS, TOOLS, MACHINERY,AND EQUIPMENT NECESSARY TO INSTALL A COMPLETE SPRINKLER SYSTEM AS SHOWN ON THE IRRIGATION PLANS, INCLUDING TRENCHING, BACKFILLING,ETC.. IRRIGATION CONTROLLER 24-"VAC 4. PROTECT THIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE AS A RESULT OF THIS WORK. YOLTACE CONTACT PaNTs ATION • 5. PRIOR TO COMMENCING WORK ON THE PROJECT,ARRANGE AN ON SITE CONFERENCE WITH THE OWNER,OR 1 2 14 I I Cost HIS DULY APPOINTED REPRESENTATIVE. ' iRAkSFOxLER 6. APPLY AND PAY FOR ALL PERMITS REQUIRED FOR THIS PORTION OF THE WORK. l0-120 YAC 7. THE INSTALLATION AND OPERATION OF THE SYSTEM MUST BE APPROVED BY THE OWNER. 8. IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE DRAWINGS,NOTIFY THE OWNER w%nsTTEMCE ATIC ico-400ICENTTRAL Epp''Dya BEFORE PROCEEDING WITH THE WORK. OVERRIDE SYSTEM r5 Npt 9. COORDINATE THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE,WITH THE LANDSCAPE . • • DRAWINGS TO AVOID INTERFERING WITH THE PLANTING OF TREES,SHRUBS,OR OTHER PLANTING. • A.C.Y. BOx -= SENSOR BURY G'OR , •• 10. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO INDICATE A COMPLETE SPRINKLER SYSTEM SEE DETAIL NO.z - -: = I,�IRES ZHORIZONTALL OhE TU 1 J$ AS NLYrED _ • - NSTALLED AND READY FOR USE WITHOUT FURTHER COST TO THE OWNER. == 1 ShRU96 2' Rus It TREES 11. RECORD ACCURATELY ON ONE SET OF REPRODUCIBLE PRINTS OF"I•HL DPAWINGS,AN AS-BUILT PLAN KEPT • SIDEWALX.CURB, ETC. UP TO DATE AS THE PROJECT IN UNDER CONSTRUCTION. IN ADDITION,DIMENSION FROM TWO PERMANENT / POINTS OF REFERENCE THE LOCATION OF THE PRESSURE SUPPLY LINE ROUTING,ALL VALVES,PLUG TEES, SENSOR COkTROL ROUND PLASTIC BOX a COVER x xuntT COVER MARKED:IRRI GATE AND CONTROL WIRE. FINISH GRADE fiNISH GRADE � J�j +� - COhhECT C041AGN 8 CONTROL • ss •s. .�'�•• x LAWN AREAS (/� - wliiES FRO►1 CONTROLLER 10 12. ALL SPRINKLER HEADS AND PIPING SHALL BE INSTALLED PER THEIR DETAILS IN THEIR RESPECTIVE SENSOR UNIT NOTED CLOCK y. �( • 't 34 1 -SPRINKLER NOZZLE ' NOTED 2 wtr"s FROM UNIT LOCATIONS,AND SHALL BE OF THE MANUFACTURER NOTED UNLESS OTHERWISE APPROVED. NOTED YALYE TO R.cv. FINISH GRADE SHRUB AREAS HOTEi INSTALLATION SHALL CONFORM s. x j 13. THE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE TO ALL 9ANUFACTUREA'S RECOl1LIEN DATION „ DATE OF ACCEPTANCE. MANUFACTURER WARRANTIES SHALL NOT REPLACE THIS GUARANTEE AND THE CONTRACTOR SHALL BE LIABLE FOR REPAIRS AND REPLACEMENT OF FAILED MATERIAL. wlRES++rROL-/ �. ALL CONNECTIONS SMALL BE t i -IVC TEE OR ELBOW (S:Stf) 14. UPON COMPLETION ON THE WORK, REMOVE ALL EXCESS MATERIAL, EQUIPMENT AND WASTE TO THE wATER Q FED IN A APPROVED HANDWHEEL SATISFACTION OF THE OWNER. S TYPICAL MOISTURE SENSOR a CENTRAL BYPASS . 15. THE SPRINKLER INSTALLATION SHALL BE DEEMED INCOMPLETE UNTIL ALL SPRINKLER HEADS,VALVES AND ao scALE•'eT ' SYSTEM ASSEMBLY 30 � ALL RELATED IRRIGATION EQUIPMENT HAVE BEEN CHECKED AND ADJUSTED TO BEST CONFORM TO THE CONDITIONS AND REQUIREMENTS THAT WILL PREVAIL AT THE FINISH SITE,AND APPROVED AS-BUILT I PVC SUPPLY DRAWINGS HAVE BEEN SUBMITTED. .�.�• - - LINE - POP-UP LASSEMBLY-/IwA(INS16. TRENCHES SHALL BE EXCAVATED TO SUFFICIENT DEPTH TO PROVIDE COVERAGE OF 18"OVER ALL FtNI H SR D i"ABOVE PRESSURE SUPPLY LINES AND 12"OVER ALL NON-PRESSURE LINES. „ f WISH GRADE ►N 3/4 CRUSHED ROCK OF'EJ4 AREAS OR AS SCH.40 PVC STREET ELBOW -(MIN.2 CU.FT.) NOTED) 17. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DRY DENSITY EQUAL TO THE ADJACENT -' �- UNDISTURBED SOIL,AND SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS,SUNKEN AREAS, HUMPS, , GATE VALVE SOH-80 PVC NIPP)_E OR OTHER IRREGULARITIES. IB '- - ~ .•=, - PVC MALE (LENGTH AS READ) ADAPTORS SCH.40 PVC STREET ELBOWS 18. PLASTIC FITTINGS SHALL BE OF SCHEDULE 40 POLYVINYL CHLORIDE INJECTION MOLDED AND SIDE GATED. , WHERE THREADS ARE REQUIRED, THESE SHALL BE INJECTION MOLDED ALSO. tiOTE• 19. INITIAL BACKFILL ON PLASTIC LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER THAN 1/2"IN SIZE. NOTE: GATE VALVE SHAH. BE INSTALLED IN SHRUB AREAS I- INSTALL HEAD FLUSH WITH TOP OF HARDSCAPE AT INTERSECTION 8 CORNERS. UNLESS OTHERWISE APPROVED. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. 20. ALL MATERIAL REQUIRED FOR THE PROJECT SHALL BE AS INDICATED IN THE LEGEND AND INSTALLED ACCORDING TO SAME. DEICRIFIION Of gulalom I DATE I APPROVED 3 TYPICAL GATE VALVE ASSEMBLY 4 TYPICAL SHRUB HEAD POP-U P ASSEMBLY 21. PIPING SHOWN IS DIAGRAMMATIC. ALL LINES TO BE INSTALLED WITHIN 3' BENCH ADJACENT TO WALL AT TOP NO SCALE ( 2 1/2' AND SMALLER) JR-84 NO SCALE-b7 OF SLOPE. DO NOT DISTURB SLOPE WITH TRENCHING OPERATIONS. CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH ADJACENT TO TRACTS 13444, 13445 & FUTURE 'M' PARCEL SOUTHERN PACIFIC RAILROAD EASEMENT PREPARED BY: PREPARED FOR: IRRIGATION SPECIFICATIONS/DETAILS/.LEGEND o„n APPROVED WY -��t'-�L�" 2 397 GTI ENC)INES11 R.C.E. NO. MORSE CONSULTING' GROUP DESIGN RECOh1MENDEO I��MORSE CONSULTING CROUP LYONr�I�.PE.4AM C.E� •",'OKAY AR'Q�TLCIIJRE l-,Q VK4 Pson s A111101 PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE �°' DRAWN sit[ •�*'N_tj1Ali�liallill ISI. tAUMDL$UT SHEET 4860 IRVINE BOULEVARD, SUITE #201 �/.& WILLIAM -- JOB # 240-08 IRVINE, CALIFORNIA 92714-1299 os 10 ASSOCIATED IRRIGATION CONSULTANTS IRVINE (714) 7307117 PALM DESERT LYON own fi�L�, � CHECKED �� .8�� o•aAw� 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA 8540 ARCHIBALD SUITE B YJ a0 / C� •� 90025 (213) 477-5525 RANCHO CUCAMONGA, CALIFORNIA 91730 OATS 1 1 1 1j J :Amw cr- L — W � Q') 0Z w �n Z a_ w cn > _jOQ :D mz Ow w C� g2zJ Q ac z J a 0 z w a w con o Y Wil,U Mp ;31. !,�l.�l.L Cfi_'f'�� ro I Nc�T�•L � _ _ (r o J !�/ '��,IpiG E r1? C T I rvt► '�O C E N"�'�, U W wa°- ¢ � J SE ��L�I N� Itis G 1pvv' \lea F _�N. Q coco _j07 . I I � I - i L SPRR SPRR �- 1 1 1 1 1 1 1 1 1 100 1 1 t- 1 Iw 1 1 = � co LU1144 w 1 1U) m j 1 a1 1 w 1 1 cn 1 1 1 Im a 1 Iw z 1 � J = 1 Iv a 1 1 � � 1 1 oor 1 1 1 1 1 1 1 1 1 1 1 i 1 SPRR SPRR 1 1 i 1 . 1 1 NYs�t�oSE�� F�C�� N�CO�iQ M'Ix CT'�►�) 1 1 SES .SISFF-`T" (0 1 DATE APPROVED -- CITY OF RANCHO CUCAMONGA co.fuururr IAC"T MH 10A AC VICTORIA VINEYARDS NORTH COv.X R=ACRE= 14-24=AC 71W ACRES z O O Z ADJACENT TO TRACTS 13444, 13445 & FUTURE V PARCEL. 15 ACRES CR M = NRK]77c SOUTHERN PACIFIC RAILROAD EASEMENT �� SCALE: 1" = 30' n as ACRES =-u aunt r + + PREPARED BY: PREPARED FOR: LANDSCAPE PLANTING PLAN x j APPROV[D Wy s►t,.y cmr ENOINQ/1 2 397 r MORSE CONSULTING GROUP DESIGN I��MOR.SE CONSULTING GROUP RECOMMENOtO 4.f+i I LYON i s r�1.Puxv�,+G•V NEDuvG o LA sDX PC ARO TEc URE �. � SCHOOL r`ARK SPIE M PLANNING •ENGINEERING•LANDSCAPE ARCHITECT URE R.S ACRES }t f -� + 23.2 ACRE= .ro■�H�011l�Al{D Wil Rol I�7•_(AJ,JP.IKIIA=7141M i[ DRAWN anIrulr]oru7 rAu.wr�t eN[tT -uDJ'A JOB # 240-08 _ 1 4860 IRVINE BOULEVARD, SUITE #201 ��e ILLIAM LYON 7� 7 D� 10 ' = ^ IRVINE, CALIFORNIA 92714.1299 G— PTB - - � x IRVINE (714) 730.7117 PALM DESERT o n f�m,,1!, • • )��,_ D AWt SUITE BD Arr 8540 ARCHIBAL T 1 nmz om,7,w RANCHO CUCAMONGA CALWORN1A 91790 PT& DATs ca'r� u�Laan Y,c.,o 1 1 1 1 1 1 1 1 1 W W I W � 1 1 m 1 1 W w 1 ! 1 cn � 1 1 1 1 1 1 1 1 co I v W w 1 S IJ u M P �,ac►� ;,•1 ! CT'T' ) ,-o ff I �T�l. �b w J � �1/ A' CANT TiQ�CT I IV( i�0�1�l'9'(E N7"5, 1 � U l -5155 EN INE+r12S GaKAPIV WA f2LAN 1 � l 1 � 1 � 1 1 1 1 1 1 1 1 1 1 1 SPRR 1 1 1 i N MIX (TY<D,) j 1 1 1 1 1 wl QI �\ wl w 1 1�.- 1 lw 1 lw 1 1 c=n 1 Iw w 1 cn J Q ' v1 jo w � 1 z IJ 1 p 1 = ' W TT— ♦ 1 I II I I 1 1 II i �— I SPRR 1 1 SPRR 1 1 1 1 1 1 1 I�'1'r��eoSEEG�i� GNoUNOCZ�)'AfR MixtHr—E-F 10 1 „ .n —m— -- -- of IF REVISION DATE APPROVED - -- -- CITY OF RANCHO CUCAMONGA puHUMY !! ( FACUTY MNH Omni V./ASA ACRES i I- m-4 MAC %104 ACRES /Y~+ VICTORIA VINEYARDS NORTH 1-A OIYAC O ' Z ADJACENT TO TRACTS 13444, 13445 & FUTURE 'M' PARCEL "' A "�Ks"` WCR SOUTHERN PACIFIC RAILROAD EASEMENT �'A� SCALE: 1" = 30' '"� 1 + LANDSCAPE PLANTING PLAN i - 1 PREPARED BY: PREPARED FOR: 4�r // MATS29 0 _i"•`' R.C.R. NO. O[SIpN R[COMMEND[O MORSE CONSULTING' GROUP JS M•'�°��,°N�U AKR Lyo N , AGflES PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE '""""°"`""° 44 ^(* ♦4t �� 2=ACRES DRAWN ,714.7307117 r&LmoL%w S"KKT■�'M-C Ali�.LiA iT71�1 IDS 8-u MAC 'y} 4860 IRVINE BOULEVARD, SUM #201 . TB JOB # 240- 08 - 8 10+ t 1299 ��eWILLIAM LYON �amfic �IRVINECALIFORNIA 92714 IRVINE (714) 730.7117 PALM DESERT 8540 ARCHIBALD SUITE Bc►s[Gcw �, ow RANCHO CUCAMOHGA, CALIFORNIA 91720 CJS / OAT a7 PHI 7 �Y;P .. ..- �5Lurfip l.ocK + �.� CT��) Tc;) e_ � I �sT-^LIED TRAC ri r��r�o �ei N � 00 SES SNC I N QS 6 K cPIRC4 ftt40 - 0 wl IW wl 1 U) 1 I W W jU) m I 1 1 w 1 w o � 1 ? , zl Iv = 1 1 01 1 1 1 1 1 ■ r 1 I �— �PR 1 1 1 1 ROU Nr"� 1 ■ t! 0 r W 2 (n 1 W > 1 Wz W '1 U) w QI Qwl U- W 1 Z U ui WI z = W l U U J 1 � 0 = 1 • Q � I 1 1 1 I 1 SPRR li 1 1 1 1 1 1 1 1 1 - 1 rrtrLrm--tt rrYn2Cx1Yf-- oiampnow OF REVISM DATE APPROVED - - tR - X CITY OF RANCHO CUCAMONGA Ca+MUHrtr uc2lrr SA ACRES MH °�` 4-' °C VICTORIA VINEYARDS NORTH N-I�MAC t114 ACRES �-��aunt 2 i - T Z ADJACENT TO TRACTS 13444, 13445 & FUTURE 'M' PARCEL M SCARKs(Tt WSCALE: 1" = 30' SOUTHERN PACIFIC RAILROAD EASEMENT ACRES ACRES 1S.SS ACRES .L 1 .uaxAC i + LANDSCAPE PLANTING PLAN PREPARED BY: PREPARED FOR: Y DAn ADVADV[D ry / _.... /22397 crry ENGINa=1� r ` DESIGN REGOMMENDl10 MORSE CONSULTING GROUP h�MORSE CONSULTING CROUP : 1 f SCHOOLI PARK SCIS - ♦• • 1 LyoN J S rH.,�:,�.,�.��,.,,�,�.u.�� .�.�� s��.�.5 " X us A "" PLANN/NG •ENGINEERING 0 LANDSCAPE ARCHITECTURE i++ i 11 t 1,• X + rr•.H■AAf•UIL YT ao� 23.2 ACRES /•'N.(A.J•.IIYA Q1tDr DRAWN R.�[ a��:nonr. rAu�wc�t ■NSS -uw/� T - 1 4860 IRVINE BOULEVARD, SUITE #201 JOB # 240-08 IRVINE, CALIFORNIA 927141299 ��jZ� WILLIAM LYON <�o art t PTB 9 0` 10 IRVINE (714) 730.7117 PALM DESERT f t� �. DRAW IND NQ. :..;.:.,.,.>.., 8540 ARCHIBALO SUITE B ��++ i / ._ "' RANCHO CUCAMONGA, CALIFORNIA 91730 J�7 Y�' �� `�� ATS LANDSCAPE SPECIFICATIONS 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT 8. HYDROSEEDING EQUIPMENT 12. GROUNDCOVER HYDROSEED MIX: AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR BUILDING LAWS. USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTEM AND WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND SEED: LBS/AC PURITY GERMINATION 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR, HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES AND GAZANIA SPLENDENS 8 70/ 85 LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. SOLIDS FOR EACH 100 GALLONS OF WATER. LOTUS COR14ICUTATUS 8 95% 85 LUPINUS MANUS 2 95/ 70 3. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY 9. HYDROSEEDING LIMONIUM PERSII 6 70 0 50 DISCREPANCIES BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL LINUM RUBRUM 2 95% 75 SITE CONDITIONS. A. APPLY TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER ALYSSUM ItCARPE'T OF SNOW" 2 95/ 80 MULCH. ALYSSUM "VIOLET QUEEN" 2 95% 80 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .10 FOOT B. BEGIN HYDROSEEDING IMMEDIATELY THAT SOILS HAVE BEEN PREPARED OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE AND WATERED AS SPECIFIED. APPLICATION RATE: 30 LBS/AC TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT THE SITE. MIX GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. COMPONENTS TO PROVIDE THE FOLLOWING APPLICATION RATES: 1. SEED MIX: 30 LBS./ACRE - SEE BELOW FOR MIX. 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, 2. FERTILIZER: 200 LBS. PER ACRE. 16-6-8 COMMERICIAL FERTILIZER. MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE 3. CELLULOSE FIBER MULCH; 2,000LBS. PER ACRE. AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER 4. SOIL STABILENT: 80 LBS. PER ACRE; APPLY 150 LBS. PER ACRE DURING ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER RAINY SEASON. CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED 5. APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE AND TO DRAIN AWAY FROM WALLS. AS APPROVED. 6. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER SHOULD 10. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR HIS BE REMOVED. REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE TIME THE INSPECTION IS REQUIRED. 7. WEED ABATEMENT A. WATER ALL AREAS THOROUGHLY AND UNIFORMLY. CONTINUE WATERING 11. MAINTENANCE SHALL BEGIN WHEN LANDSCAPE ARCHITECT OR HIS AT THE FREQUENCY AND DURATION NECESSARY TO GERMINATE ALL REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE RESIDUAL WEED SEEDS. SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS B. IF WEEDS APPEAR, APPLY APPROVED CONTACT HERBICIDE OVER AFFECTED AND SHALL TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHO AREAS. APPLY IN ACCORD WITH MANUFACTURER'S INSTRUCTIONS. CUCAMONGA. MAINTENANCE SHALL INCLUDE WEEDING, IRRIGATION, C. DO NOT WATER AFFECTED AREAS FOR A PERIOD OF 4 DAYS MINIMUM, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER FOLLOWING APPLICATION OF CONTACT HERBICIDES. CARE AND UPKEEP. D. FOLLOW MANUFACTURER'S INSTRUCTIONS RELATING TO TIME REQUIRED FOR CHEMICALS TO EFFECTIVELY DESTROY ALL WEED GROWTH. FINAL APPROVAL AND ACCEPTANCE OF WORK WILL BE GIVEN AT THE END OF E. REMOVE ALL DESICCATED WEEDS FROM SLOPES TO FINISH GRADE. THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN F. WATER PLANTING AREAS THOROUGHLY FOR 3 CONSECUTIVE DAYS. 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. SATURATE UPPER SOILS LAYERS WITHOUT APPLYING SO MUCH WATER LANDSCAPE ARCHITECT RESERVES THE OPTION TO EXTEND THE MAINTENANCE AS TO ERODE THE SLOPE. PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT G. ALLOW SOILS SURFACE TO DRY FOR ONE DAY IMMEDIATELY PRIOR TO IS DETERMINED THAT FURTHER MAINTENANCE IS REQUIRED TO PROVIDE COVERAGE REQUIRED. HYDROSEEDING. 0) wl 2 W w z Q x !JJ � Q O w �/ �.r�,�.�� rJrfic;` I►�F'; ��1��'�1 =T ! - z LL J Q Q � _ = w OU v U Z? O F-- Q O 6vCor C. O U) Moy cv►cb U) W I 1 1 O 1 1 1 I SPRR SPRR 1 1 1 DESCRIFnON OF REVISION DATE APPROVED -��--� CITY OF RANCHO CUCAMONGA twwu.nY FACRAvMH } LL is rxs r cc ILS w-x.writ VICTORIA VINEYARDS NORTH na..cAEs -u auac 2 r Z ADJACENT TO TRACTS 13444, 13445 & FUTURE 'M' PARCEL M s .s SCALE: 1" = 30' SOUTHERN PACIFIC RAILROAD EASEMENT PREPARED FOR: LANDSCAPE PLANTING & SPECIFICATIONS PREPARED BY. r _ AOVADV[D tr Curr W.Nalrraw �— ' a.c.[. No. 2 397 1= �� DEMON iitCOMMENDiG _ _ � ►ti �� : - G MORSE CONSULTING GROUP is ,M,•MORS�CO�N�SC0Wr-WIND CROUP }+'' i Y ..1- t SCHOOL 7 PAAX SRE M t LYON "-�y�-�°Al .s X MS � ,t+ PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE .rc■.x uu..w ym w� . ' ,-uoWnC DRAWN r.�[ nwrjonit r.Lr:asui •N[[T 4860 IRVINE BOULEVARD, SUITE#201 Y& WILLIAM ' ( PTB JOB # 240-08 10 10 IRVINE, CALIFORNIA 92714-1299 LYONfra,�r 1 � �`— } PALM DESERT IRVINE (714) 730.7117 I/��, " RANCHO CUCAMONGA, CALIFORNIA 91730 JS 1,1; , ;a a ir;WF4c�� ` aa�v , 8540 ARCHIBALD SUITE B DA, THE WILLIAM LY N 0 COMPANY INC . 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA ; CALIFORNIA 91730 SHEET INDEX SHEET KEY MAP COVER SHEET L_ 1 GRADING PLAN L- 1 a CONSTRUCTION PLAN L-2 HIGHLAND AVE. Lu _- -- 4 caauwn I—Ty CONSTRUCTION DETAILS L-3 CONSTRUCTION DETAILS L_4 CONSTRUCTION DETAILS L-5 ••` ti --- VINTAG IRRIGATION PLAN PARK L_ 1 scma i cnax srF 1. IRRIGATION DETAILS a `--_ L-7 t TREE, VINE & G.C. PLANTING PLAN LF,—$ SHRUB PLANTING PLAN L-9 PLANTING DETAILSL— 10 - � - PROJECT SITE ! ' ;,�- ' * ARCHITECTURAL PLAN A.- 1 � o• A-2 _ - - - .ter- .. �•h S its all * ELECTRICAL PLAN 1 'J....q...... y1 0 ^Z u r o.:' �. I FAIRMONL — - a_ - y� tea, �F > *MORSE GROUP - = 'T.r' ,•.-:.•{�>.ELECTRICAL PLAN E.2 QUANTITY ESTIMATES _ Y= ., * PLANS PROVIDED BY THE CITY OFPLANNING • ENG INEERING • LANDSCAPE ARCHITECTURE PARK _ RANCHO CUCAMONGA. �' ' -. _ - �� 4860 IRVINE BOULEVARD, SUITE TURF 216,453 S.F. = A rl� ^ #ZO1 SOUTHERN ' PACIFIC -• IRVINE, CALIFORNIA 92714-1299 GROUNDCOVER 30,080 S.F. RAILROAD (714) 730-7117 TREES 390 imTRAIL TURF 13,056 S.F. _ �-. GROUNDCOVER 4,768 S.F. RECOMMENDED j :''<� !�* . cc `'; DESIGN GROUP, INC , TREES 50 OAT E :•- 0 PLANNING AND LANDSCAPE ARCHITECTURE RECOMMENDED CITY ENGINEER Z BUICQ�V 2'1285 LAS RAMBLAS,SUI-FE 250, MISSION V1FrI0,CA. 92691 (714)582.7516 DATE, G OFFICIAL RECOMMEND D NO SCALE LUTE ', i�if CITY PLANNER ABBREVIATIONS o D o Qu ri rY EfSTjr,,1 -TES VICINITY MAP PROJECT SITE @AT DS. DUWNSpOUT INV. INVERT ELEVATION S. SEWER A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. SOUTH A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH A.C. ASPHALTIC CONCRETE E.C. END OF CURVE L. LENGTHOF ARC SCH. SCHEDULE \ ' L.A. LANDSCAPE ARCHITECT S.G. SUB-GRADE m A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEETSIIT. SHEET Q P� ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT ALUM. ALUMINUM S.F. SQUARE FOOT, FEET a yJ ELEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS 0 Q�� Q ROX. APPROXIMATE E.W. EACAPPMFG. MANUFACTURER SQ. SQUARE W Highland Ave. DESCRIPTION OF REVISION DATE APPROVED B.C. BEGINNING OF CURVE EX. EXIST. EXISTING 9 M1f. MANHOLE ST. STREET B.C.R. BEGINNING OF CURD RETURN PACIFIC CITY B.C. BOTTOM OF CURB OF RANCHO CUCAMONGA F.F.E. FINISH FLOOR ELEVATION Mill. MINIMUM SFS. SURFACE FOUR SIDES Baseline Rd. q F.G. FINISH GRADE BLDG. BUILDING N. NORTH T. TANGENTpqO F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.C. TOP OF CU::3 BOTTOM OF STEP F.S. FINISH SURFACE NO. , N NUMBER T.C.B. TOP OF CATC:} 13ASiil ��Pt� Foothil Blvd. VINTAGE C. , COND CONDUIT FT, FEET, FOOT O.C. ON CENTER n.F. TOP OF FOOTING OJ G E PAR K C.B. CATCH BASIN 5 ; Q FTC. FOOTING O.D. OUTSIDE DIAMETER ".C. TGP OF CRATE ¢ > Q VICTORIA vrN�YARDs . NORY.H.,.__ C.F. CURB FACE GA. GAUGE � Q � P.A. PLANTING AREA T&G TONGUE AND GROOVE a cc v C.J. CONTROL JOINT GALV. GALVANIZED ca C.L. C CENTER LINE P.C.C. PORTLAND CEMENT CONCRETI3 T.P. TOP OF PAVING m = Y co COVER SHEET GC. GROUNDCOVER � — 3 P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP > a g yj w C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED _-CAM P.R.C. POINT OF REVERSE CURVE T.W. TOP OF WALL Cc 0 APPROVED C.O. CLEAN OUT G.P.M. GALLONS PER MINUTE S, > _ pwTt 1 0 �1 PL. L PROPERTY LINE TYP. TYPICAL qN p CONT. CONCRETE 61IGItGRADING P.S.I. POUNDS PER SQUARE INCH V. VOLTAGE COMMUNITYII10ES MANAGF�R� m CONT. CONTINUOUS f.RND. GROUND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL BERNARDINOSG DEEIOAI RECOMMENDEO I FREEWAY I - 10 MORSE CONSULTING CROUP SK. COUNTERSINK H. ,HT. HEIGHT R. , RAD. RADIUS W. WITH ��•��• �� CJ. CUDIC HCR. HEADER R.C.V. RSMOTE CONTROL VALVE W. WEST "I RV1480JtX%MD.RKM 1201 DRAWN amc R.YCCA141734Af¢7u=� DET. DETAIL motRonn rAuMo[sur s►+iiT }iORIZ. HORIZONTAL REF. REFERENCE W.P. WATER PROOFING SG D.F. PRINKING FOUNTAIN If.P. HIGHPOINT REQ. REQUIRED S �� n DIA. 0 DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD OF G CHaCKt0 JS O/IAWINY NO• DATE /of/"I momuuu�ua esmrnerexnaaaxwrmmmers�mcenewuwreamuwuwnunswewnwrarrstneeaunrxvaurtevu+rertrvanw> wuanr®®ruruirwnmurwuruuuxxeoanar<xuww•uieraeww+mnwtnrsnretwxfwemrwmmm ncvnaret reaax® +rnnnreaarsmnam " " R�SfRIGT�CJ IP.NCJ PF ALPS 5EE51-IEET 2 FOR IMPROVEMF-NTS FOR SIGHT FJISTANG� GONSIp�R�-C101�LS ON PARK SITE PARKING IrOT O DI . �3w w �--- \ �7 —'-- - + - M CONSTRUCTION NOTES . _ --".w«+• ,.: _:—w....r : y. .w.www. .e_..�-..!ry�+wt�. ... INSTALL 2" 5CH.40 PVC- FOR POTABLE WATER SERVICE — �'?� (24" DEPTH)01 / CONST. 6" V.C.P. SANITARY SEWER WASTE SERVICE TRACT 1 015— CONST. SEWER MANHOLE PER CUCAMONGA COUNTY WATER DIST STD DWG NO 18 -0861oli _�� CONST. SEWER CLEANOUT PER CUCAMONGA COUNTY WATER DISTRICT STD DW �/_ __ ;-r,►�'= � --��\`� 1 l� //�/ \ \ °' /a �� flI G NO. 21 (6" BELOW GRADE) 04 \ II 6 y/ � i j/ /��/ . / \\\\ -• ,• \\\��/ / � . 02 _ ffPoi�p \ 11 13 REMOVE PLUG AND JOIN EXISTING SEWER LINE �'� i � / .. ��' O I •� , 58.01 -_ G`fly CON Fl-.^N5 _ I I I / / / \ // 0000 - T. / { .w 100 - _ DIN 6 _ • rte' — - � F -. / , .y \ - ' oa . � � / \ � •. ; �J. I. � � • � �/ °► 9j .� 1 61.2 r NIN , i \ _ • \ j ,l'��'43 / "iz � 12 �, � r H It 6 ARD �, 4 r i to - / • ' • UR a , t 1 oI - : �'r • � �3 o-— � \ � �� • \ I� 130 , • • _ I t f / \ �' ,p �, y • PLAY E 62 _ / \ i , • \ 2 oma\ Gl �� r - \ _ — 68• _ / t \ . 1 I \ • Y \ _ e(a �� ` 61 \. + : Ld lo INII o� X44 1 N J �6 \ i_ o C / • a '000 14 C 0 J • _ � 1 • y 1 � � ��. / PAR SITE - Q � 10 90 6r F• " v — \ 1 � II �y q , • ► \\ IA � , 4 45 I / = I • • C _ . I • " 1 : . BENCH MARK B.M. 1638 PROF10SED PARK%5CHOpt.. I �_ �,n� / // I I 1 _ ELEV. 1297.297 I' / � .�,�--__ 0 �� I 6 24 EAST OF t ETIWANDA RARCEI.- PER YENTrATIY` I " / \ � EI, 1 �- , d' MAP NO. I J / ,�, ' AVENUE AND 40 NORTH fit I - 44 OF BASELINE, SET BRASS '• � � / /' lI \ / CH DISC. IN TOP OF p � 4x2 co M f, I I / - I I� /� NC. r / J I \ I I CULVERT. NE EN 1 e 1 Box c IIR E V I S I O N S FOR CITY USE ONLY 1 GATE DESCRIPTION APPROVED INITIAL DATE _ \\ \ I ------ -- ' ' •.. ' I �/ STREET SEWER � �� /� r: �'� / / 1°�/ � � '• � oRo a DRAIN S o-, -ol —_ _� r B/ THE / // / / ` / / FNAL C CK IN ASCONST, \ `\\\`` \`� _ _. '`1 ter• ' '-'fir — _ //�j // ` __ // / IN ��/� , 4 2 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE _ / INITIAL DATE — �3 -_- 485.Op _-— �� /^ '/ M�ORS�E CONSULTING GROUP DRAWN , -\ ,� �'-` � T r• OiVlt�E.CA:JF(NLYLA 927201998 • i 'Al11:1f672b0 I 7 Ax( ) CHECKED �\ —� 1�L - ISSN�� NAME DATE • "/f_.��?''_.�-`\ - �� - _ —_—�}- - - =-_ _—• .�� rC•: .;.=. — .- `t _ � � LICENSE NUMBER FILE f�/ i �>>v ,� 360. --�8—. C—'��r1 ' .,- ��—� �� —78 h L� / �1i ri \ 1 s 5 , ,� ,,� _ �; _---_ ---- -_ - CITY OF RANCHO CUCAMONGA . `` . • ^c�' 6's' �� ' -114.5W-4--- � + 0 C COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION S 315.9 ^� 8 �� '� v - �s•9O 31Co.1 , _ �... 9 �� PROJECT NAME 3,�5 0 _ _ 6 �� —� -- � \\,, VINTAGE PARK ( TRACT 13445 ) �7�ti. o • \ .� IN. 3-1<0.l SHEET TITLE 2� \ 4359, GRADING PLAN .� • 16.93' 3 1^�� 8.9 �Qj� 10.91.E ��— i c,—/ c ti be 5.16 2' '� � 50.40' � .98' 32.9q� r°. � I ". �� APR Eo � APPRovE � r 50.00' 16.93' 24.61 �� TR -,- o o S I :. DAT ,p ,y TY $MANA�XRS DATE ,/� - i YENGINEER Qi ^gam �� , p� _\ ,� 27 '� �^ 4�v ,�j `� / DATE n O"IC" SHEET L�1 a OF •_ ri All '% 12 APPROVED ; -/ f1� =:- - - DRAW"G NO. _- � DATE 10 . 1,11ACITY PLArl1ER ///9G-e i v r,, CON STRUCTIOiq NOTE O-- CONST. 3" AC OVER 4" AB PAVF-MF-NT PRECISE GRADING PLAN Q--C.CN5T. Ca" CURB ONLY PER STD 301 PARK SITE PARKING LOT 3a CONST, TRANSITION CURB 10" TO Cn" CURB FACE (-- --CONST G" CURB AND IB" GU-TTF.R PER DETAIL, HF.RECN 5�-- CONST 3' WIDE AL_�-EY GUTTF-R PSR DETAIL.. HE.RZON O—CON5T-. HANDICAP ACCE.ss RAMP PER C tTY STD. j DETAIL. # 310 W jRF-GUIRF.D SIGNAGF- (� �--CONST. AC RAMP U O i B INSTAL_ LOURN-F- 4" WHITE PANTED )ChRKINC-;, ST kFI'- 'A/ ACCOR�INC' TD CITY DP RAF--HCS CUCAM0NGA "� ^� UE /ttil..C>PEMEhIT COLE N � SEE STREET IMPROVEMENT �9 PLANS FOR TRACT 15-n9I \ ��Q-. o �o c� TRASH ENCLeURF, 0 O (a 2 u 5EE L.ANGeCAPM " /4 O 4 PL. FOR D�TALI 5 �e . ,'o 9 0 lag �' o►'1.IAC` ` ' Axl� R= =13�`�_ -V,- 0Sl��'�4 ( , p \ \ 003 �T /�C 0 9j / ; -I+{ `f + o TPI ` �2 ! ,� O ��' -i. II 1E \ ` ' e s, � \ 03 to 01-1.18 \ L�.1 J \ �iQ� O� 1• �.� /�ATG ALLEY GUTTER DETAIL . � , ' O�z�r eta1 1 T.S.) / (N 3 • , ( NOT1 WEAKEND PLANE JOINTS / c8 3 SHALL. EF- CONSTRUCTED NOT ! T1-AAN 10' APART . 0 T'C EL.E.V3/8"LIP CURB LINE a �. � C� ..� � 5 t� � '.• 5•vs"F -MP OF PAV. lD tf ^. �� H � i9 � '�� .. ,�C/ 'Q •� ��` '� i4\01 All 5t �� R.100 - / 00 co- 6" CURB FACE & 18" GUTTER DETAIL (� �o -5 /� / N R E V I S I O N S FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE STREET WATER SEWER GRD 6 DRAIN TRAFFIC FINAL CHECK RW AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 00,MWORSE CONSULTING GROUP INITIAL DATE PLCIVAING • ENGINEERING • SURITYING DRAWN urn ac4nr.wxnn,wn.SUM'201 � �! 1fUi{A9I:701?9A " X«„„30. CHECKED NAME _4i- �I ; ♦ -� DATE IV A LICENSE NUMBER �e) FILE CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT' PARKS DIVISION PROJECT NAME VINTAGE PARK ( TRACT 13445 SHEET TITLE GRADING PLAN BENCH MARK B.M. 163B APPR ED / APPROVED f , ELEV. 1297.297 24' EAST OF � ETIWANDA ' f' AVENUE AND 40' NORTH DATE -90)"Y'MWrE3 M4AGEns DATE ; f�j CITYENGINEER OF It BASELINE, SET BRASS APP BENCH DISC. IN TOP OF OWE DF SHEET L- 1 b OF 12 NE END OF A 4'X2' CONC. APPROVED rr BOX CULVERT. �' DATE ,'s. •/ � � CITY PL.Arr+Ea f A TL�SH E�5LI RE 2 I^Vk1� � sTE�L �TL;rs BRICK DUST SPECIFICATIONS � ' �'- " �' ' ,I __ Axa x �C. 60% CRUSHED BRICK ' IYt -zlT I�sT �I r sLJt�IP i3lolt J L� 40go SCREENED CLAY _ 3" cam.6 �+�ftTO r�H '�NrK`( J �Ip`G� � — c1 exTEt�laR slc� otIL,Y V INSTALL BRICK DUST. 4"DEEP IN INFIELD: N -�- Im T Q MARKETED AS 'ANGEL DUST' OR (APPROVED EQUAL) BY: D �Y w • 016F�uhL Q ,,¢. CORON7--5 L Y GTE VALIL-('- 1lEt�IF'� boCATIOfd IN FIEL1� (714) 73 sr�ELPtbt,1zvc��s 'Q► �I�E 2' CoNOUIT SLEEVII� �fenI`-f VAULT To 1&n5, 5_F0fR^GE CH^Sr= SIEVE TESTS AS FOLLO S: PflON'E St�R\/ICE « �► - MIN. 95%. PASSING TH UGH 915M STD. SIE � o • I&VGTE �1� 0ITY t�P. FUTURE M TRACT MIN. 65% PASSING TH OUGH 500 ICRON. STD. SIEVE 551` MIN. 30% PASSING TH OUGH 53 CRON. STD. SIEVE U %� �T�,I(% IN r?:�<Kli�!_ I�(�� .03 EXTRACTABLE C :LCIUM BAS DON DRY WEIGHT AND. , UTILIZING 10% OF S IUM ACEI TE EXTRACTING SOLUTION. PLAN VIEW �MQjWUcCW 8"x4 x�9S.,Ipp.JrIP 5 FOSTA02H TP rO- " �L�x15LUMSLP f� T�WoR sroeoNr•-Y DUT W.SP1�T+,PL•C � ExTCriD/v1DCet1D v 541-OI' 4 tJ6s6Toct� WELflC.4'— ui FznTrJ6 _ t4 FAIL.CbrJT � ? 1 � CS��cUL�r�rT- 0.0. - _ C.-LV L5`T�EF- ta�9eo W Iz'm _10 L ALL 5HCUf�C 6rTE3Mw w FRONT ELEVATION 1=1NIsN KENYON WAY ATTA414 srgeL �Sr m b • : ` � ' ►-. __�� i5"Lab BoLt� • �\ _ 1t■ }JPS _ IIELrJS o Iv-o.C. sTEEL_ 3x 3x 18 5 f b5 -W ELO I ;_,t i_ q e,Rz ••� /a R IvI� f��, Win �1��Wog csP�I. x�mel-�6ATB�rII- 4. WPHIC I I GbnT C'• i- �� ✓� a �-0 �' N }' � E3CT. .' 3T?ZK EI�cMG n. �`- a6lED ILL \ All,o s, o lo' Mlyd�, -� • �_tl sl°6orlL.1 - V z SECTION �G 2 '•I�� v' , • mm -5 �'� Ixq Roy t2-P FRPt11rdG®ToP t �oTToM HF,-, DUTY 2YG Fos Gtr ATE t�,Llks I S/ ISUTT I-kit d 5Y sTANLE 4,WLIRE p.�UrJG To 5T�CL FrYi-t WI 5 "� --• To W /PoST) W cAt �e w4 k1 e ToP SoTToM -^ Q 1��T o POST 4 G^Te FR^ME lx4 tJc�D Fe to To �s gd sv 1 I I I N^IL cZ e i SoTTOM �1 u (x�} nos b.P. �IERYIC.I�- GATE FRPMIr1G CLUI ;E1 �` . . •Q HINGE DETAIL y\\ TRASH ENCLOSURE W/ GATES NO SCALE A =12 sI_E I/Itis FFOM �A P �1P c cPASr� i17 N= f , _ k' o / C, • - CONSTRUCTION LEGEND W/' �/ L• ' �i's � OFA �1':, SYMBOL DESCRIPTION . R-171 � n .: 1 `�\ v® ®®_ LIMIT OF WORK TYPICAL -� � t7ETA�L..� RE•STlecr�l` 1 �L�y � — � ♦ <.0 ti,�_,�= Y r� �,r -r] ( G - e x r -, fi ter? � L-4 ASPHALT PAVING, SEE GRADING PLAN CL SER �� . � , r - �� 'n� I I ✓ '� ) J . Cj f✓ - . -, i Ism , •-''- `, 1'•=_:'��;�_.:�, Q PLAY AREA SAND, SEE tl G m Efj 6 1TE FADF,�R I �Y I.3 _.�•. ;'_ . TJ.�S ��, � •� 2 - a -i- L 2 F'� U .�E FITNE55 CLUSTERS (ZT-0TP.I 10 r r � � t�IrJv �' GLF��TIOI �S 6" WIDE CONCRETE MOWSTRIP, SEE �I 4 x U- O CONCRETE PAVING, SEE _7 Q`: � � �rSCHOOL: SITE �l " ( ALIGN, TYPICAL �1.;J "may -.0 2X4 REDWOOD HEADER TYPICAL, WALKWAY 1 NMP_S5c-1'I ON SHALL RAVE 51-Utl G ;-j>J� � .r, BROOKS BOX NO. 2424 W/PARKWAY GRATE ` RADIUS UN��SS NOT-0 UTNEIZW ISS ON -rI-I'15 PRAY] �. AND 3"X�" STEEL THRU DRAINPIPE, SEE, �)- / NID5, WALK SHALL HAV5 CONTROL, JOIW S;5 M7 I_ I T Ur b /til=d-I�-- — — GTE UTILITY SLEEVING. TYPICAL N�C�PRY P59 P�SICiN, E ?XFAN�ION JOIN15 AT" C14ANC / IN DIRF%C11ON aR Z4' 0.C. M'M. {-+Af 1 IJ I Ct`U f, �I r`j�-� s TALL fi�J NOTES. I .� WALKS, MOWSTRIPS, PARKING LOT AND ALL HARDSCAPE ITEMS HAVE BEEN COMPUTER DIGITIZED AND WILL BE r t 1= LOCATED IN THE FIELD FOR CONSTRUCTION BY THE I,5 �-rr I''I T,L�, ENGINEERING SURVEY CREW. • I P71KE t G �{' D `�='tom>�j �� '.ri'. I�I�i-� �IXT JF-zrz UTILITY PLANS SHOWING CONNECTIONS FOR TEL -- SERVICE AT RESTROOM BUILDING WILL BE PROVIDED BY II MFUI� - ' I`� =:,� � �-;?,�-'I =a � �Jfl�=' -- GENERAL TELEPHONE. -oOlt- cw, lo�� L-� _- kU I'�:)b '.t ��,�rt �� -fI; ��+to{ Z �0�7�, SE C •_. ' E SHEET L-5 FOR GENERAL CONSTRUCTION NOTES. SCALE 1 - 40 -T-�p= "':: - - �� r�'c-r ;�KEY MAP 94 238.00' R E V I S 1 O N S O FOR CITY USE ONLY /\ v �~C�i rC✓ r-{-s � '1 i rJ \ - �/ = INITIAL DATE �• _ ••--�_. L �, W P Tom-' r PA DATE DESCRIPTION APPROVED `, ,,, � IC� C I I /�Q -1 I �'• ::' -I-ice dt 1C. I�C STREET WATER SEWER O >\ %: OwrtKIN r1T�lt1 E L�1 — r r � IZ- 5-88 A1�L7 PP,FZ(YJlyfz.�F S GRD b DRAIN N TRAFFIC �(�'/ IX I --- •,. _ - .:,•• :f�` FINAL CHECK AS CONST. (w�CcNsr Ft++J Fbf�LG>!i.TpN3) 5 s i est �� r THESE PLANS WERE PREPARED BY: _z �} \ is AN FOR PRIVATE USE 131-0� GLEFa�T'RSTC}1 PI"L�J{° V�\ \ Q� rD - - - s,. ---- - - Rim INITIAL GATE 1_ " M, T 91UP A�' ` �� SALERNO MAR ELLO `.� _ y 1.� _ ,;. DESIGN GROUP DRAWN ACHiS STRETCH �'`r";` s `.: '� CHECKED �T A"v � ' PLA SEE VICTORIA VINE ARDS NORTH WAY �' 's _- aI ANN �N> � xa s 3 -,�•.:: �a'r u - - _ .�- NAME DATE ` 5r�I�iOHFc;k 0 TRAILS INFRA TURE LANDSCAPE _ LICENSE NUMBER FILE iYII fiaD rOFi q�L- :: '�r' _ . COJfiS {;QUI(�MENT PLANS FOR CONSTRUCTION IN THIS AREA. - - • o�; L_ _ CITY OF RANCHO CUCAMONGA ca�c.l10 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION E• GOt�i oIGe1"�tK �j PROJECT NAME KEN YON PARK'- A?- ARK`- L� d PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS NORTH • SHEET TITLE ��e TTaE59GLU9TBf�8 CONSTRUCTION PLAN I�hIL�e1->, T�IFOtSGH: TNG{.1/KG�1eL D GO. Pct Cox IG5'f9. MORSE CONSULTING GROUP APPROVED APPROVED / pI¢ 57t2-•4� � LYON U ' t PLANNING •ENGI NG 0 LANDSCAPE ARCHITECTURE IN5TALL �ITN555 1=QUI�'1Et-4T byllk � ��F_k.J S 4860 IRVINE BOULEVARD,SUITE#201 DATE�t7 �cj s CO LAITY S V E3 MANAGER DATE +cf�. CITYEN(�INEER ^NP TAT I-J/PHeNo-5511L Ptz CITY REQ'MT5• IRVINE,CALIFORNIA 92714-1299 �/XeWILLIAM LYON�PQ�Z CYiZ DATE APPROVED //) WG OFFICIAL SHEET Lr2 OF 1 2 (114) 730.7117 [DECOMPOSED GRANITE PAD/PARCOURSE B 9540 ARCHIA, C SUITE B APPROVED l\ D�,W,,,�t,o RANCHO CUCAMONt3A, CALtFORN1A 91730 GATE � CITY PLANNER a� l ' I Ro r-1o�1 T-t�l �o� I'•'1�GE:►.. 2 - . 1 - �A I I -C i- fir . 1�lOTE: sEG ��?l�l�'1'�(E t I T C�sT-I r! - pL�Ci✓ f3�r�i� To Cor15T, IQLAI�, S}I r. 2. ROTATI� GRI LL . 1t 6TAU_ I� �GHEnLJ , s�T I--Io S 5 —I ori r�Icl�l�l%�.I t� f=old II II II �Nc• t��ING Fa� �X�T ;,cx�TIoNS o� M�N�F�TLI�ER'-� (�EGo►'�1N1 �ND�TI�N�. I 5'-7'' = -� ' � t � To � �. MIN. OF ZII PI GYM I G TA -E F' �- ID ,- _ I -� Mc -EL 2cc-x roT�r I l ' I I t3E(�w Cot�C- t"'AYI1�16 3 5 oI�1�NT�11aJ O� T/6,�Le5. v ;� - �� — /ZSILL . SNS �.LL FCI`� t '� N""NIJ F�TIJ�E I�t r �l I _ �� C�r�o•J�t`IIC�I� Gi��TE i�r-zo�tJG -. Icr ' � �r• ` TRoL/T0 ,Doll-4 - P 7OIT70 ,JI1!. a � Ti .O OCATE O O 91 �S I i3TI GI G H OA THE S�, ING sijKvF_ ' . GTl r-�1=TE 51-p1' "tD OF -7t_�II 5t_ou R '•; , .- ,f�I N, _ 7 �- — TRK hl�Lt� I�IATIa�f,L ��r( colo►� !^I,/ , 2 �i CoMP�T #q fREnll� To LOW PREFILE T� f' GVR 6 Suez t, bo bm ce 0"IN f --I L - - - --� I-- - 1-�F' S,Vcg� w �`.'IGl1N-T�� TO To �� DENSITY TO �T IN ctmc. — - INv!!�E N�6F CSN TAI R�N D Q .• 1I �- - _ _ ; - - + - - - �+;- - - i. T SP -ro -TOII,FF PER auicl� ' WALK DRAIN NO SCALE G '_Gill . .. SI_p . , • • ,, _ 3_ �vl 12, •• •• • � I I '• . . • '. 1 I � � ��/�7'WCi I� CZ{'�'�� MIN. . • - . . I I I I QU'CK ('F\ET-E '`C `LJC T-� i� WOOD CONNECTIONS - FRONT VIEW -c�[JTER �IK� Tiro 'c �' — •r• I I I I + �,� fK � INS I,-LL -- --,. TI T � w conic. 2 - � p _I � r. , �. •. I I I I °, 1-1J1.�1I \ ri. '�lJl �.t �� ,F /1 -2 TO Ir 'Gi1f I�h11af�21r S. CbIJOf`il: ' ; •• . r Nom; I I i i �„ 1 - �Z TOTAL-) ,L ,u ,. - - -- - - --� - ��rp� �Cj�l�,r%M�N�'' ' II 01 Sr-!4oT �'VGX�z' G/G t tA 1 1 7 C� •'. • .• x.1;,.1 M C�NT�i4.E� I N :l.A� � I T�-� 7Y� r Coles. SL,a To c`�rr" Id !�►t�T� SII CLFt-,R �I`�r�lJNO ERiM_TSR of At'� - o ---- o - V ' - �t I7 LF111r' � ALL PicN is 1✓p=�5 i- � .��` ?� :�1 Col�,�'I��'1�R M,I\j w u M eO L vimv�m ( �'� ��I M„I� --- - BCC* y �� :'Q •_ "b �{- 4 �I • _ : . . % 2 fiE� Co HG, W/CoXo-6/0 DIGITIZEt'> �.I`iD ;�.11l�l� �E L� Tci� ii�l -THE ' . I - — _ - I E EI� ; L r Iy G=-.F= �G V�('. _ - o _-� 5 DK�C��1P �El; • _ ° �T� I I CE! I G.�eo 114 �5L 'e' Ir� 1=01� COH5Tree1"00t 1'5Y TN _ ,. I_ -.- , -., , o e a�risr �• II ,- ,•. . ,' _ � � C ',� cNGliI��I�ir,l� SUS. `� r`�� !� � =�''� `�•-cT �'-,�� tC�� - I � � � �, I� 1� li piGtiC ..� , L�G-� �:ti �' M 1• t� .BHT oN. COric.sl•�.� 4 �nrJ6,S r Fq - Ui-^I- cfiE1 cc 171 � T�I.�e .1oINT ,= , �-"T�� G� FoR INTI Ls R1�re7 CoNT�.�N_ IIT I' / o�I�NT�To�! �,- ,.��.-�.. CvI�R WPI ;�� Pt�oFII.E TGP C� P� �`-`D� 7,1 f' Pay sol REcroMMEN-. 1�1'IoNg -t~IINIMl1M DIMENS1oN3 3HoWN'. ■ ■ I ■ _ �_ ■ B � WOOD CONNECTIONS - SIDE VIEW BIKE RACK NO SCALE H SINGLE PICNIC TABLE PAD SCALE: 3/8 = , -o A DOUBLE PICNIC TABLE PAD SCALE: , o LEGEND _ -O y �c ��I T GT 1`�,�! LI Ti r\� -(1Z'MOUNTING HT) 5EE EQUIP SCI4. SESEF \ I I I I \ �t 1 . CONCRETE PAVING, SEE DETAIL C, SHEET L . . BHT" 0, 5�F '� 1' I��- X02 11U�✓�c�1>t•-�. �T"�, �,IZ-G _ :.;:. AND ��IN r�Y � u�r EN�� 9 I 2. CONCRETE EDGE AT. TOT LOT; SEE DETAIL A, SHEET L-g'. U12pOCK MOML�pe-1 bI2JNKIN& rOUNTAIN- I 4 14 �r ^^I n^ $ ;: : ;:,r;;, 3. REDWOOD BENCH LOCATION.SEE EQUIPI-aNT SCHEDULE, SHEET L-10. — �JG� PLAN t5OK L.00 �T�IoN ) I INSTALL PEi MANUFACTURER°S RECOMMENDATIONS AND SPECIFICATIONS. E - R 4. CONCRETE FOOTING, 2000 PSI MINIMUM STRENGTH, COMPACT SUBG3ADE GQN NER ✓J/Lo;�� 1✓RO�Il,E �ioP - NAT'_ l t��`t 7 1 1 CHAMFER N.T.S.; TO 90% STANDARD DENSITY PRIOR TO POUR, TYPICAL ALL FOOTINGS. - �Ra� TSPje �QNT�INGR CHAI1� I�IOuNTE� (NSI 6 5. 4"x4" ROS REDWOOD POSTS(4 per corner)SELECT GRADE SEE NOTES FOR I / ATTACHMENT TO FOOTING. - V d 4 `} 6. "x1011 ROS `1 .F.BF,AMS NOTCH "x1011 TO RECEIVE "x8” BEAM ATTACH POSTS WITH 2-7/8" dia. GALV. THRU BOLTS WITH YALLABL�: WASHERS(2 ea.) 5Ee FQUIPM�NT S _ <t + TO 4"x1OI1 BEAM. . SCHEnULE, 5HT• L/7-, 10- = 7. 3"x8" ROS #1 D.F. BEAMS (2 PAIR) ATTACH TO POSTS W/2-3/4" GALV. 10 } 1r MACHINE BOLTS WITH I'4ALLABLE WASHEH3.2 PE.t POST. r7 t1 8. 3"x5" ROSH D.F. RAFTERS 0 9" O.C. ATTACH TO BEp14 WITH 3/8"dia.x 3;° ... +�� 7" LONG LAG BOLTS AT EACH CROSSING,(4 per RAFTER). 1 r / 9. 121lx121Ix1/4" THICK GALV. BASE PLATE WITH 4-3/4"x12" LONG ANCHOR L CHT• 1' S ONI-Y __�� I --- -- - - -- - - I (� a BOLTS WELDED TO BASE AND CAST INTO FOOTING(ONE ANCHOR PER POST �— r • �,; C_ � �— �I•-•.----- — i�- � � ALAN WITH STANDARD HOOK) • 10. GALV. ANGLE IRONS, 1/4" THICK, 4"x4"x11-1,12" HEIGHT (ONA' 'R POST) l�� WELDED TO TOP OF BASE ON INSIDE OF POSTS AS SHO'R'N ON DETAIi. 11 . 3 4"dia. GALV. TRU EOL 5 '�VTTH MALLABLE WASHERS (T',X PER POSTS). NoT�: - r 11 cor1C, N�;�I FRONT ELEVATION 1 S 4 11 0 0 _ — _ T - U4 ALL BOLT END FLUSH WITH NUT. F91R EXACT' �r21� , 6EF 1��,�, 12. 4-#6 GRADE 40 STEEL VEATICAL REBAR EQUALLY SPACED. ��,N-101J o� �IvG pi'= j =� T, �i IT 1 4 $ SIDE ELEVATION _ -1 1 II O p o 13. 6-0 GRADE 40 STEEL REBAR TIES. FOOTING SHALL HAVE 3-#3 TIES WITHIN L1c rl TI�Ja, �-11 c}J� � RS 1 E 4 I - FIRST 5" FROM TOP OF FOOTING. REMAINING HORIZONTAL TIES SHALL BE ,0 I i 12" O.C. SPACING MAXIMUM. O{Z i�{ZINKINC� roUN-TAIN.(SHFET L_-Z) , GCS• eQ, I I 9 14. CHAMFER AT TOP OF ALL CONCRETE FOOTINGS ALL FOUR SIDES TYPICAL AS -_ ............. DIMENSIONED, SMOOTH `TROWEL FINISH. -r}� r. Pl,.•.N �. _ _ :•>:•>..::: - NOTE: . :. 0: '.. +: '.'. '`:: cl 1 . 3" MINIMUM CLEARANCE TYP. ON ALL STEEL REBAR. 'PL-AN _ (/_ �l'c fi�;l0� ;: ;.: y yI .0 ;... �....• :. :.:;:::;:;< 2. MINIMUM 2000 PSI CONCRETE FOOTING. o b AI Tit(5 :: :: - 5P-F- MNKING r UN-rAIN ET l- -- y SCALE: 1�H��=1�-O�� "� r'-' 3. STAIN FOR ARBOR STRUCTURE SHALL BE OLYMPIC SOLID BODY, 5HE�T OIL BASE "RUSSET" COLOR. LIGHTING/DRINKING FODI�JTAI(�J/�JAJASTE CONTAINER PADS D _-- _ 4 :::':`:` :::....:....:: T� > ::'' _ 0 I Lys $ m;:,;;; ; '' �. -�] i .I': p� L. ---- ------ S 41 ' w 0 (D3 :.�.:.:.. rase con, 444x_ I I ,1• �:' a'cci 4c�r�rob I I rlrl Llo4-r wt y� �^IN, �i< 1 R E V I S I O N S FOR CITY USE ONLY . . '�" �- � �:rIP t 'Tn!vlfr►'SPUr1 krab � _ T� ...�.}}};. IMUMOCCKmoce_ �-I = ' , SECTION j DATE DESCRIPTION APPROVED INITIAL DATE �, tom. f7'O IZ^ Jt!GT Lr 1 O1115 bCT1p - — _ 1�2 I-43 I IFF-y151- hE IL"D1411 nil STREET a�Cs1K ��`t �41)PL - t GRD & DRAIN D�S414 I'IY ilt Ik 1 a _ E A E TRAFFIC 12 J ■ ' y' _ C1e,�N F'�'� D };{.;.};.}}}:r•:1..''. FINAL CHECK FRAMING PLAN0�rx: AS CONST. SUMP DETAIL , a'4'E�TC vw= FOR PRIVATE USE 4 THESE PIANS WERE PREPARED BY: X PLAN VIEW ,. r� u•T�l_h� TYPICAL DETAIL -) - RJM INITIAL DATE DRINKING FOUNTAIN - ARBOR STRUCTURE 3/8": 1 '-0" p�AN ® DESIGN GROUP DRAWN SG to,,t%, PAVING PLAN AR . 1 gAl(D LrySF� ENGIIIEERWG I� CONCRETE FOOTING 1 s�■ 1 t��n I�� e CHECKED PLAIY\I1'G AND LANDS PS AACHIrECTU_Z ■ NAME w imine auv�cw�ao•surrt w FJ`yah +a�rs9r UW7A 6t�ntaNs FLANS LICENSE NUMBER FILE F 1117 �� PAVING, BENCH & ARBOR STRUCTURE SCALE: AS SHOWN CITY OF RANCHO CUCAMONGA 12'MW. SLoF'E ��>r To col.l.EGToR 296 e. '' COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION _ hLl� PIT WfM I vw-�eTsR 6RM'L''l� PROJECT NAME VINTAGE PARK 0 2 _" I PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS . NORTH a I SHEET TITLE . Ile CONSTRUCTION DETAILS �Ett -,A.40. SAt,b MIt.ST MORSE CONSULTING GROUP APPROVED APPROVED To SecneN Zw-45 SECTION 11 LYON : ISI wlsuc � � coNst PLANNING •ENGINEERING •LIANDSCAPE ARCHITECTURE 4860 IRVINE BOULEVARD, SUITE #201 `� DATE �� 9 8 COMMUNITY SERVICES MANAGER DATE -CITY ENGINEER GRAVEL DRAINAGE PIT IRVINE, CALIFORNIA 92714-1299 1'''ILLIAII�1 LYON ��n�rt fru�� APPR V f ' .4. . SHEET L-3 OF 12 (714) 730-7117 j DATE ,'" rF j -'a ; SUILDNG OFFICIAL E PIT E 8540 ARCHIBALD SUITE B APPROVED ' i- / f_w-eAr DRAWING NO. DRINKING FOUNTAIN / TOT LOT GRAVEL DRAINAG NO SCALE RANCHO CUCAMONGA, CALIFORNIA 91730 DATE �� ,� �'� CITY PLANNER T�o'��EI r1NI5H Il P 31-011 W (DEF E S/M! - COI�Ci2�TE I9�UIf�G (i��El2 ro /-�N© 6" r�IL 15: , �NE�T' L-� 1=012 1a Tc�LE� y211 Too Lea lds -1r6 SER fQ C1 Lj 3 x 2,4 11 3)OWE L e 2611 o.c. I Td �i 1SN � STi4 UCTi�ISL �►` I�, w>�PEo oNe SIDE I q & e .- -� 151E r APUA�N ��-. , �,� �: Co�lC.• RING CSE,'(' IN �� :'�` --} .. tiD I'-of '_a I I TI-A F PILACR oR CUT IoM W .1. IN A1-I. F�tE - cA5T cat{c• kl�,l. • . I t�►Arl`(FOLE 5 c n oNs 41 Calc. _ c ri rtr: orJ = I ;-- FR It I • �, �, _ _ • II I� . . � • 3t�1N•aN �t�J- I " d��P ;, 11 III ISI I ISI i �llll�l l 1 co _ — _ ( McTE1� a �4 I I I� I - - o I i l l l �'I = • . R,, plus T �o � ---- NCc'rrpt�C rcD �l�r ,Rr�� 7. �D DENSITY 0.c. : • Pte. 1'I.�NT VINE W cENT�+� , �Cr: y21' -'cam �I�s, G�oLoCY `J�lt� �T12UCTURAL :• - I ��t� a I � 3 CONT. _ 11 • • SII t�TAIL ZI' i�I�N c�_ •.Rf�rl��, 'FYP. Tou'LEO c�oINT • NO SCALE CONC. EDGE @ TOT LOT SCALE: 1" = 1°-0 A CONC. VINE COLLAR SIN LAWN AREA ONLY) B CONC. PAVING SECTION NO SCALE C G ALL. GN�E.S c� DIREcT{oN N� : GENERAL CONSTRUCTION NOTES I• �'��rIC� .=� .��1 ��E� Tcao��r� �I�-r � lo'-o�I �.c. ��r �T �' rt'�I�c�r+T' 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR CoNT12cL/TooL�b �loll-�T�T s '�c, M/s,?C, TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY O THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. �I CONS- ` �� _ \U �� 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO �y(�'�� ✓ --� �jl ��, CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES �INI�N � pE c� A INCURRED. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. �-61T � I Nc, C DIRe,G710H 'L-ACvHT THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. TO JCC 1.11 /`�T1�11 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED I � AND APPROVED BY THE COMMUNITY SERVICER REP. PRIOR TO POURING. �i0� T� ��E C� !J1�L� ~. � � • II ?411 (CONTRACTOR SHALL NOTIFY COMMUNITY SERVICES A MINIMUM OF Tod cL �� ^LL �:: # R � co�T 48 HOURS PRIOR TO THE INSPECTION.) SCC-�yj, TOOLED / v�1� lit / N 1S1�'v I I ' 5. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED rII ��cOMpp�CT Sl,1�CRr�,DE TO ` �o ON THE IRRIGATION PLANS PRIOR TO PAVING. �oINTs, Tom' — D>�►N�ITY ' I 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR ,, I�jI��Q(� t:::l ISH ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. A� 900 �HCLa Tro 01RuGTION of Mo�JS T DIPS r' E I�•E UII�ED ;�.II-1FI�i��JER FLA ICI1-_)' r'�I�II�IT��hIr� 7_ 4_ALL MOWSTRIPS SHALL BE CCUSTRUCTED iN A CURVILINEAR MANNER W/ SMOOTH T�pIG C�, �jYI" no L- �ENoT�S �f� ��P,r.�.S P F �,_;4�ffNT TO 1`RI ��1 GL i�'�r'�I N T�iNEU ^�S, GRADUAL CURVES SIN I SI-I I�I��iTl�l't 8. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 90° ANGLE, UNLESS SPECIFICALLY SHOWN DIFFERENTLY. TYPICAL CONCRETE WALK NO SCALED CONIC. MOWSTRIP SCALE: 1-1/2" = 1•-O" CE 9. STAKING OF ALL MEANDERING WALKS SHALL BE APPROVED IN THE FIELD AND ADJUSTEDAS NECESSARY TO MEET FILED CONDITIONS BY THE PUBLIC WORKS INSPECTOR, DEPARTMENT OF COMMUNITY SERVICES 1%' LorIG �UJr1IvUM I�t,YER .Jo+N� { � 1;1�T �t,A REPRESENTATIVE, AND LANDSCAPE ARCHITECT PRIOR TO INs�LL FE1� MatJU F. LI MIT cF euf-(F"scE cc(,oN CONSTRUCTION. r ' T. CN�,I rJ U r1K r=cf+C R>for Er��Tohls. sE� Exp J I R — �' UST; �T. L-10 I �LISN k� isr CIQ 3rJ �P, �rlr IN Cj{ II j, c X, `�-� ��NI� X3231--N-31 10. REFER TO CIVIL ENGINEERS GRADING PLANS FOR CONSTRUCTION OF THE C'F ��ECT�N �. PARKING LOT PAVING .SUBSURFACE DRAINAGE, UTILITIES AND LAYOUT OF ALL n "i� '7�Jlrl� iSF!.iNE �1� E CT1l`ICL) #32';I- � FcrGE F'�E�IG li Md�IUM ' �I-�" ' I WALKS. AND PICNIC TABLE PADS. 11. COORDINATE WALK AND TRAIL CONNECTIONS TO ENSURE A SMOOTH �{h" v norbp f Mlp Fyl_ ( ) I 3Z31 -FC3 TRANSITION BETWEEN TRAILS AND PARK CONSTRUCTION. 12. REFER TO VICTORIA VINEYARDS NORTH - STREETSCAPE LANDSCAPE PLANS AND TRAILS INFRASTRUCTURE LANDSCAPE PLANS FOR CONSTRUCTION OF C ,fJ t� ,�C- AREAS _ c-b INT. TYI' ? �� ADJACENT TO THE PARK. Tur ESI 13 R LOCATION ONLY - DEVELOPER TO PROVIDE 2 c fvC EiMII�aFC TC; riEri�1 L E, -311 NG iot TM ESrE►�iJ CO SECURITY LIGHTS SHOWN FOR 444E I,. � ELECTRICAL ENGINEERING. o Eo ( �Q I _ 4JIGE� I aioTfi� �j3) 2GI- 3171 14. REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS WAI-K _ FOR WOOD ARBOR AND SIGN WALL CONSTRUCTION. 5'-O"WIDE CGNC.i..;gLtt �` LOWir� NrIeNT `�• L!.iau� *I�'�o' i'f31�j1 R E V I S I Q N S FOR CITY USE ONLY E130 cF C�,Ci<13�P-I TT-2501`1-1,Jl LLIN"I,S41218 c� 9roP ��. i 15. CONTRACTOR TO COORDINATE WITH EE CcH T Ft,--,n1, SHT. L-2 IN5T-ALL FER NRRENT cog c, _ ` t'�I.I�LE Sf<E7 l,L ? 'GKSTop FOR AT DESCRIPTION INITIAL DATE SOIIS r�E�Rff rt�nlu�,�,cruRER'g RECarirIENCTIS• TJRF- "F.6. bRIChC DUST \ GIQ Afl�Ov'E� �QU.°L. TELEPHONE COMPANY DATE SC oN APPROVED L 7- '.�1P! `d FGIJ�;.I5. FE': TiTlo l e �t�icrJ .Joif� TELEPHONE LIONE STUB-OUT SERVIICE F ART I I-I-� I ADbEb No TO �TWL. GII STREET OF 5G'FT?t-'I�t. rCSro, 5'%Off ('160IUr1 ,D+�M T FINISH W CbNrleoL./Tc�L,ED jo"173 C 8'-0''oC. pL�E Gl�SioP'D^�e 311 �,, Oo / WATER SEWER Sf,f, �, _ -�''�' �!�' ,1' I�EL.ak1• reG 3" bEHlrb PPc,r oP I-�"•LK� CONCRETE PAD ADJACENT TO GILD a DRAIN o; rRGco�R T r /L� �� RESTROOM BUILDING. TRAFFIC .� ' EI� cr-NGR G 11� 1^L� Co x(�-mac% FINAL CHECK i 1 .M C�fJTER.c� I�) SILP�, TNF�CG - R W 16. CONTRACTOR TO COORDINATE ALL AS CONST. UTILITY INSTALLATION FOR THE Nary 5�E COI�$T. I�LAN� SHT. L-� I;OrL. RESTROOM BUILDING WITH OTHER LOCATION or- CoNe. PAD5 r7M L3ENCH�5. CONSTRUCTION OF PARK ELEMENTS. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE SEE rQUIPMEN`I- SCHEtDULE �I2 t3ENCH INITIAL DATE 17. ALL UTILITY CABINETS ARE TO BE PAINTED TO RJM DRAWN G /ol d7 s4 MdbEL-� MANUF.-CONC. PAL? SHALL- MATCH INTERIOR WALK COLOR PER SECTION ® DESIGN GIZOUP — tyP ANCHOR r FCOTINC ^M coNST: A5 I-I-P�Iv,� OWT- SLAB. k CHECKED S 10 DIA. -la EEP HAVC 5A IE 86-2-16 "PAINTING IN THE "GREEN BOOK NAME �, PLANNING AND LAN„D�v� lilTECnRZ 10 PLC. LICENSE NUMBER FILE HARDCOURT LAYOUT NO SCALE G 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 AND INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL ORDINANCES. PROJECT NAME VINTAGE PARK PREPARED BY: PREPARED FOR: ARCH ENO FCY�TiNG� VICTORIA VINEYARDS . NORTH ' 3'Q'DIA. xi'4'CEEP SHEET TITLE - z PLC S. CONSTRUCTION DETAILS MORSE CONSULTING GROUP APPROVED i APPROVE r PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON f ' ` ''``-'� c%4-f' sG� A 4860 IRVINE BOULEVARD, SUITE #201 DATE � �y COMMUNITY SERVICES MANAGER DATE r •'� s� QL CITY ENGINEER IRVINE, CALIFORNIA 927141299 �� r'�ILLIAM LYON <eo� rU�r � APPR V 4t'-�" SHEET L'4 OF 1 Z (714) 730.7117 1 DATE ,��' , BUILDWG OFFICIAL 8540 ARCHIBALD SUITE B APPROVE / l., DRAWING NO. SOFTBALL DUGOUT/ BACKSTOP LAYOUT NO SCALE (F� RANCHO CUCAMONGA, CALIFORNIA 91730 GATE / � CITY PLANNER &x 8'I SELECT tQED1,,1C00 toLLARt) (s4'5) 11:1,FAT GCATS Tt ��MPSoT`J r:y°�Tt;fZSF�.I� PA�� N fF 5Ui3JE6T- To FttAAI . �. Go'Ylr��sldr� / TFi� cnY Co�iNGIL- 1 I CI-lA►`Ir 12 -eeE Er IL Z�E,C =�I tH � vff" Low o� is'-> d_ FGR SL fjFF< E TE>CT. cF�r'+DltlG fR.�.J 10' 00' Cso cow-.,. WA i °0 �-•—��—� G � VINTAGEIPA K L � � ` CITY OF RANCHO CU AMONGA � �� /, CAST-iN-f�L�cE Cot�CI�CETE �hl-L n w 1 RF��,SEb CoL�R �•rb CvERTIc�. suRlS�'CE / Hill 11111111 1 4 t �TTGRED IJP WALLS CNL'Y) To �E I��NTE� To r1� P�Rt� si�d'I �--- — —— ,�- — — — -� �TEI nsTo�F T� rF,t�tEoN l-L•1E l��s ffZ IG N LE TTEf�3• M NL1 MENT I6N osH^LL I s � \\ pow o 3/g'IX �'Ix P4' >( 5" Eyt It&T TI-IRE IN-P l�tD i— r� fl��Nr amu. f s l� I 'ces p•MERIToNEI �oLL ALIGN I-V SME SIZE EYEBOLT ` 51E12RA GREEN X174 �+ �• i \ -' THlq�t'iEC INTO Rep)HEAtV SHIELD IN mak', CCLLAC, TzxTU4� SURFxE Fra+GE L oIJLY, �s sl;ow�J, •�� i D �Op� C,QI�IC. •.: d , I LiOC{� }cI(OVIt�ED �Y CITY DOTE- E`�'E�d.TS lAct� SIGN BALL FiNISN sp tCs —ANl COk. wAL_L NR Y��T / ✓PggX' tEE I I f-F�LYURc1W'NNe �E aN gI�E o� bOLL�LD AW,b.'( FRaT-t ` c r1� t�.tJ NoTt:: N FLoW '� I • �` MAI TI��EIC. �- : 24" rts�c,RET�rJ- SUR�s�cE T>=XTIJRE TO e)e �Pf PVEV d -� �Y LP 1Jt'i`OAFE mac;i I TEcT. _ I�AII�MEN I _ 2-#4�Ia•ac, N a FRAi,a cUc�r rteA Y WCIT� Y � • � '� CI.R 3�a CLR �EI'�V1cL 3 CEF r COLLAR Z-�r4 i'FRT 51CN .>=TTEI`t`� T� fit✓ NELVETICA X01,0 RoEF R ro f�ETAIL 15 -3dEETL-5 r0K _ q �1111�,c III — NTS FcR�Rc�lb�ITp 8 X8 . MET^L 3l,EEvi✓. Alow MIN. v(EW_ _ o T1orJ EL�YsjT1oN of � Y • •A a ' III %81 CLEAP,"cE ON ALL 51(�I:S e�erkiEEN 4 Hc�IZ. GIQAWIN�s. MONUME T. . FOST A,N Q 5L,�E�1E 3'ccre ALL r�ElriFor4eING SNo�ini �R s16N 1�1At.L IS PER IL f�IMEtJSto E AF1�RoXln•wT�. II 5TKL1CrLJN L ENGINeER. IKERFR To CORR65P&N N6 CAAI3. CONT>4�J-OR To ICI- t�5 e lop — SEGTIoN A bp�wl► . � �4 �� t�/SI�N L.ETT>✓KS � ALL Sl�t�l�•c-�E SURFt*c'E (EXCEPT !ll 1T- =�I Ili its iii �`� IN 0t14-Ai YV � z sseo .s, LET-MRs t T-OXFURED Gil 1`IO7E ; ��oL.L k�� MUSS" � I NST'ALLE.CJ W M1N *6�I SUI�PcE TExTi1r-�e To r-t�-cH CaNC hLA.1-L) SN�-L SE F3AINTEO W/ CLEARANCE EET'WF-EN THEM IN THE I lRt:_CTIn� i,.:lnis F�.FZK i�^�lL)t�'FJ.Jj' �IBN, AMERIToNEI GOL•O BEIGE 288E Op TRAFFIC . REMOVABLE BOLLARD NO SCALE A MONUMENT SIGN — SECTION/ELEVATION NO SCALE (B] MONUMENT SIGN — PLAN VIEW NO SCALE C NOTE: NOTES 24 II � 41 X to11 SNC. 1. ALL DECK HEIGHTS ARE FROM GROUND LEVEL. `, �(� ?c1"LIR�RI S R>✓�M("fi�(�ID�D 1` 1(N I i`N UM ALLOW A MINIMUM OF 8'-0" BETWEEN ALL 2, POST ARE INDICATED AS FOLLOWS: PAV/ NI6 ti:� ,. TOT LOT PLAY EQUIPMENT AND THIF ADJACENT SHORT POST WTI") = S -� GIV TOT POST (10' 4") = T . CONCRETE SIDEWALKS AND CONCRETE MOW .�r rl fi•y5TiRUCTJF F3 STRIP, ALL UNMARKED POSTS ARE STANDARD (13 3") POSTS. 3. IF THIS PLAYSITE MAY BE EXPANDED AT A LATER TIME, STANDARD POSTS ARE RECOMMENDED THROUGHOUT. GDNC� T= �IDI��•'AIl, .�� % rirT=, 4. FALL ABSORBING GROUND COVER IS STRONGLY RECOMMENDED UNDER AND AROUND ALL PLAYki" S AREA. 9'� /ra, i��✓ � � r� 5. ALL IPOSTS TARE ON 4E CENTERS,PTH SEXCEPT ED IN IOVERHEAD COt GTI -9 I.M 9E 7 O4, .,�i�l 3 f � �'� � EVENTS AND' SWINGS WHICH HAVE POSTS vi; Cf�UIFT i�NT�SGftf �l,) ON 12 � CENTERS. DIMENSIONS AND r _ U R S . 00 BL G. SPECIFICATIONS FOR ALL COMPONENTS CAN BE IN BOTH THE KID-BUILDERS CATALOG AND i FOUND O Pk � G _N N��,�.�� r9� �'�• �r=��Cf� 'U �� / ASSEMBLY INSTRUCTIONS. IN THE EVENT OF CONFLICT, THE ASSEMBLY INSTRUCTIONS SHALL TAKE PRECEDENCE. ---� <� \ b. THE MINIMUM RECOMMENDED FALL ZONE AROUND " THE ENTIRE PLAYSTRUCTURE IS 8. THIS ZONE — • 4/ MUST BE FREE OF ALL TRIPPING OR COLLISION � HAZARDS (I.E. TREE ROOTS, ROCKS, BORDER R� / ,<o MATERIAL, ETC.) A MINIMUM OF 12' FALL ZONE ' 4 �• ? / TOT �� MUST BE PRESENT IN EACH DIRECTION FROM ANY f — F x ��Jv�"�� l � BALANCE / . SWING �� r+ ti0�<A?'� SWING BEAM ALONG THE SWING PATH. ' : ' i�A�l6 i TYP 31-01 T�'OI 1•a�FI �TLJB_aar T BEAM r 8' STAINLESS BU88LE �•,�X r'� � F�� ,�Z #3Y dT3iF5 i STEEL SUDE yPANEL '�;,,,��.�''`�.,F�% ��1�� TOT LOT SAND SPECIFICATIONS r? `} �• ALL SAND TO BZ WASHED PLASTER SAND. < / • . , ---_.� T� I SAND MUST SAFF,TY RAIL \ k 12 �� ' Et,- CONFORM TO SECTION 200-1. 5 OF STANDARD SPECT- 10' DOUBLE WIDE I �� \, y 48 4 C,1,(A1L (I� FICATIONS FOR PUBLIC WORKS CONSTRUCTION. 1 • STAINLESS STEEL , . � � 1 .BUBBLE PANEL W/ � ,�f�i ni �: • • STEERING WHEEL SLIDE 6'�� 6 1 �t - PRE SWING 8' STAINLESS •SAFETY _ i a *�v �• , STEEL SLIDE ARCH y RAIL" _ L Io�T � � a ---- -p z - -rF�. ft�, TOT LOT STRUCTURE (IRON MOUNTAIN FORGE) ? SLIDING �- CUMBER TUNNEL , �p POLE = SLIDE \ cA EQ. EQ. SUDING 1-RUNG BANNISTER Quantity Model No. Description-- \ / �• PO 7 73-02-1-N 10'4 Tot post w/ca 5te21 p p ca �. LADDER ' SLIDE �" Standar RING o0 4 73-03-1-N 1� ., d post w/cap--steel A, • - N �� '• 4 13-16-1-N Square vinyl clad steal deck-no posts PANEBUBBL 1 74-06-1-N TQ/FRG swing T beam for any two soing5 ARCH �- ►- SAFET{ 2 14-04-1-N Tot swing seat w/vinyl clad chain CUMBER r- RAIL 1 75-01-1-N 8' Single slide for 48 deck--slide enclosure PARALLEL / 1 75-30-1-ti Tunnel slide for 32/76 deck BARS 1 76-1i-1-N Arch climbernwheel for 32-48 deck - 2 loops RESTROOM PAVING LAYOUT E 7UNNE 1 79-10-1-4 Steering wheel for panel counting NO SCALE �wx SLIDE -- 2 79-11-1-N Polyethylene panel with Texan bubble (-p?� 2 19-15-1-4 Eight bar safety rail ELEMENTARY STRUCTURE (IRON MOUNTAIN FORGE) R E V I S 1 o N S FOR CITY USE ONLY + DATE DESCRIPTION APPROVED INITIAL DATE Quantity Model No. Description II I BS D �NGE-5 Ta �-.)p_ STREET 1 73-04-1-N 6'7 Short post w/cap--steel WATER SEWER 41b _Q _Z 3 73-02-1-N 10'4 Tot pGSt w/Cap--steel GRD 6 DRAIN (p 14 73-03-1-N 13'3 Standard post w/cap--steel TRAFFIC I ,� MOLI�fT�I F �li 6 73-16-1-N Square vinyl clad steel deck-no posts FINAL CHECK 1 74-01-1-N Tire swing w/beam free standing--no posts R W r6)r Wr 1 75-01-1-N 8' Single slide for 48 deck--slide enclosure AS CONST. P.�A`,( �"rjZU Toy- MI�IF -�i 1 75-04-1-N 11' Double wave slide for 64 deck--I rail assembly 1 75-30-1-N Tunnel slide for 32/36 deck THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 1 15-40-1-N Three bannister slide for 48 deck-2 loops r I 2 75-41-1-N Sliding pole for 48/64 deck -1 loop RJM INITIAL DATE J� V '�1 M�i.NrtA.r� FO' s 1 76-01-1-N One run ladder to 24/32 deck. - 2 loos � DRAWN I % g �� I 1 16-11-]-N Arch clmfier for 32-4e deck - 2 Tao sp ® DESIGN GROUP SG ✓,f�, 7 � f �i� .I ��C�F} F_/- IEN T-rntPY R ,� CHECKED JS N(OPJi A- 2r-4- T I I,I�� 1 • 77-02-1-N 12' Ring trek - no posts NAME PLANNING AND.,M ,DSC)A6f.�CAYE 1TE1wmz �'� � P'•,�/T��./ tom' A]Z� e7WiNh,S• 04irAI -- FEii L-- ♦;�I C e 1 77-06-1-1 Parrallel bars - no posts needed LICENSE NUMBER FILE (tel y lig �` 1 78-04-1-N 2 Section redwood balance beam w/posts I 79-11-1-N Polyethylene panel with Texan bubble CITY OF RANCHO CUCAMONGA 2 19-15-1-N Eight bar safety rail COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAME VINTAGE PARK PREPARED BY: PREPARED FOR: - VFGT-Of�lA• VIM�1(ARBS. NORTH SHEET TITLE CONSTRUCTION DETAILS MORSE CONSUL TING GROUP APPROVED APPROVED • APE ARCHITECTURE LYON PLANNING •ENGINEERING LANDSCAPE 4860 IRVINE BOULEVARD, SUITE #201 / OAT /9 CO LAITY SERVICE$MANAGER DATE �� CITY ENGINEER IRVINE. CALIFORNIA 927141299 !/ 1 APPROVED /: ' .'�i •" -- D IRVINE (714) 7RNIA 7 PALM DESERT' 1Jj2E V� ILLIAM LYON ( C9�lJ jrCLt� DATE ,atz),r 13U DING OFFICIAL SHEET L OF 7 2 TOT LOT/PLAY EQUIPMENT LAYOUT SCALE 3/32 1'-o- ,l 8540 ARCHIBALD SUITE B APPROVED � W*: DRAWING NO. RANCHO CUCAMONGA. CALIFORNIA 91730 DATE AI' CITY PLANNER ��a-lev aAUTOMATIC CONTROLLERS'A,B,C" - (I)6 , (2) 24 STATIONS ft_ _ INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCUIT TO CONTROLLER A CONTROLLER BE PROVIDED BY DEVELOPER SYSTEMS OPERATIONAL CAPABILITIES SYSTEMS 0 ERAT!ONAL CAPABILITIES BASED ON 2)l PRECIP.PER WEEK WITHIN BASED ON"-21t PRECIP.PER WEEK WITHIN ° EXACT LOCATION TO BE DETERMINED IN THE FIELD. -1. 1 HOURS PER DAY, 50 HOURS PER WEEK. 3 �i IiOURS:PER DAY, 23l HOURS PER WEEK. ,, P.O.C. TO I° WATER METER (INSTALL INSIDE PLUMBING CHASE IN BLDG.) i "a• PROVIDED BY DEVELOPER �� STAT. TYPE OF GALLONS SO.FOOT PRECIP. OPERATION S'A'f. TYPCpF GALLONS SO.FOOT PRECIP. OPERATION w .,_ A4 FOR POTABLE WATER TO BLDG. NOTE � CONTROLLER C NOT TO BE RUN `~` \�, . NO. PLANTING PER MIN. COVERAGE PER MIN. TIME/WK. NO. PLANTING _PER MIN. COVERAGE PER MIN. TIMEAM<. y... �. 1 �htrulo (p4 �i8'11 , � 1 �r�' � +,5� 033 1.0 A � P.O.C. TO 3" WAT R METS. a., w- r `SIMULTANEOUSLY WITH CONTROLLERS .033 I.O PROVIDED BY D J 1� M I R A c_., i `l+ A AN© B 2 41 ai,U n .�o 2 0 05 h• 1 (o0 Al IRRIGATION 3 yXD 90 I.o 3 ';D �j,430 *. 'Cur oo� -rwr ,ooh .: 1 `t`�I I: BACKFLOW PREVENTION 4 6hrub 41 '3ltp l5 O'�i3 l•0 shrub �• O 1• y --- ~ FA,74 .0 ,mow `A3 ASSEMBLY ( DOMESTIC) O LNJ � 5 'fi-u °r-0 � '1-ur 'tQ o,430 ,007 �. 033 0 6 5 ru 3 .033 I,d "" I L�- w A 2- 2..BACKFLOW PREVENTION p /� 6 drub r1• � V �� -t-�I b I I� _: w ASSEMBLY (IRRIGATION) G7 f 7 ur �JO ?j ��i0 .007 �0 7 !Wr 5;u S,2ld .007 7 ((( "_ ' A6 / - ��, �l N ;IN,� .,� ,. :. p a yhru b 4, .033 ,o ur 41- I,o 1 47 l o od a.,.v. t . '� 9 l�hrU h�• q-X500 033 (,0 "1-r� 10 1500 � � �•-�. . � g21� �011 ," �. ... �' ► . - hrub h� �I boo 033 !.0 10 't'ur 10 ►�i T 10 - X �` I'' ► ? „a 07 b,0 11 r o I " t XT. �� _ 21 q- I �2 li I I 'Cur 1 .o -Cu "I tl �all� >� t E 3�x �T- - - _ _ � ►. .I � _ _ _ _ — 12 -krk *7 4�� , 033 I,0 i2 l ur 60 �t120 y _ _ . gyp.. ____�.0 „ i �i�x _. 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I 1/2 4ZL , 3 I/g'I aqn I'/� _a%1 X ,k-I--X— 4�,,�( 3� u I 2_ ��/_�'( '��-' �IL X 1 1 ` '12" ® , _ x __ . !x+' 2' 12' 10 I v ) y n 1 j� / y2` t� !� �_ _-i-_ 'fL'I 4�" �. t I (J{ �, �fi N r I' d /%# a �(-�' - -``: 2hl 4 �yM 1 +� ' u "� ! 12't ` ► 19 uy� 10 1>'JI (gyp 19 4i d t I ^ I N I T t �i , © , 11 If!, � I 1 20 uV' 0 I4 `�00 20 1 I Al 6 I 17J� , �' , ••�- �./ / � � Ika � � � I M� 1 1 1 � yiB Ile" , � VZa ••� 1�� I V � 21 n + ' 1 � 21 U Gj D 21 IIJ� I � _. �i/ZII // l�' f� q 1�2 �`� 1aIt T r �'`� rJI .21, />� Ilt' t/2n I n 8 ® in �► �., v ► !I 2 �4 . � ` I I 22 -rur 10 12,hoo 22 Il I I� �n 23 I 1`" © I � � 23 "ru,Y '!� 101(11{•D Iy, ® I j I' th" IV IG 1 24 24 < I!i 2 q �r ,� `� II u © , `� B 25 25, tt 2 16 �� X- b� I I '�11 �/f �� N >i I Ili M •�I��LU'V� I p y tl 1 Il 0 ® I t a - o B B 3 0 / B 7 II��I 26 U I ®tls a `4P ,�/ + 1 27 26 27 Qom„ +�-f-' "' t� 1 �I /�pCE, I/SIi/ �i Id �i Il '1. D I �'L 28 28 'h It 1t .-�----_°./C"- 'IL l (It a t 11 f _41- 'q" M/ '`I? N t 11Q- _ 211 1 I 0A I �I 29 29 It II • �t / , � I -I' 2- I"� l►/L 2(Lit ( 30 I2 %Alt I ,� . t / 11 ®/ �/ h (� 9a ' hN. M III . _ . 2I,Y Q t 11 ' r>, 30 J2 r:_ / 1 J I 2� �� p S 31 31 I x i�. , " M�It �� I1� ` I N n 1,� 1� © � p • I 11 hQ- A 9 2 " I n 4 q2 t 3� / I A 18 10 I A 1 � 32 32 121 r�� ' I X;/ '-1► Ili �' II II 1 K�` 33 33 IuX X h tl tet', ® ��1"\ u �' A 15 - t�2 ` I �`J I I , 11 w._ t3 34 34 l 211 I 2 ®� 1 I li I A 1 7 '3j0I E36 35 © 9 D 36 h' IIt- I I� ( U 1) �I (Lit i1 TOTAL lZN `t 1 11 V IY d r MAX. 0 'h 2 5 11 TOTAL MAX. 0 23 G.P.M. 11tTIME 50 G.P.M.*0 AIO I11 I(�'ld TIME J21 F _,1211 ,I;<Q© �' A I I � � ��o /' I i e �,I �Ih SII A19 3 lip � III �I'2 1 B10 0 A112 y`'It ni , '-- �. /� / ISI► a 2 I O lin ' I.12 �O t`C ll�� ` - ,�� - X Ile, � N`C' I ll a ; ►� 21 3 II SII SCHOOL !3I TE 1 1�' Lug" 1t - n I►� Iz� ti A24 B I I -I - _ O I e N �/n! I� II II I / I GENERAL NOTES 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT , 17�t� n g 1t_ u_�\ • /L11211 �r l t1 t IILN )(- 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING X I CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 3 "X-1• �'�C I+lq �, - IZ e [] 7. AS BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT � t u I ` \I _ I ,_ 1�' t li �/u f I t U i 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON'DAILY Y BASIS. I�- II I I I WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. L_ 7 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. A 22 �4 C� J 1 II� 'Ill" 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND �11 I+/>' �•� 21 �I ? 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. L-7 I'Zll I VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE IN - • Z I 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD 211L„ ' a �� A23 'IO `t/al I ,I l27 2IIf i it BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT GJ7 A 13 _g/N 111• e I "T 121 �f,IILU I I� TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO I�tII © 12; _ - - _ DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- • I 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD II 1211 I©� Q2� ISI I� l� I e © s Y INDIVIDUALLY ADJUSTING SPNKLR NDS AND CONTROLVALVES MENTS REQUIRED. WAYS B 2 77 A A21 I . - , �' � 111 ► 24 / q�� ,,, B 13 0 'L`�° ��, x� � � ,II � r (1 I § �1 SEE SHEET 1-3 ( INFRASTRUCTURE > A14 IV tIL�� u 1" ( 1 I tl 4 TRAILS TRACT 13442 a 13445 ) '` \ILu �/n r II � It � ` ` `� ��. f I II • � FOR CONTINUATION lit' Xoa- `� oC YI; �u X10 ___-- 0 411 • Z X �►1 �� ► it 21 v �' �G SII2 SCALE1 - 40 11e` 02 I _� a ® a-In a, I I , II , - KEY MAP I , �� I Gj Q u �0, '12 a 2 . Q III ' F. - --- -- yC w U I II u q, I IQLII , 0 • `4•s4` 23$.10' 1..,..1 24a2N 4 1 +#'i 121 a, 1121 / X` 3/n __ �: - I J3/I Ila 2 II P I 4 . " . Z l :.3 11,11II 4� a n ;- I /`;_ _,..,.. .._ R E V I S 1 O N S °` I a 112 d� I e Z a ��` �z' �� /� I�► 14 I ® iIg l i t I ► - g + ONLY �i1 '� 12p a, a. LN /LII Q � ' �{9J F , ' PA ,` DATE FOR CITY USE ON �Zn�.,,'!- �l2 1� � �� a� U �.•• �r I I IZ+ I —. Il II L. � � 1 p 2 �. Lr� /��1• � � I��., ,,,)I � `� ,.:,.. ----•--° i; ��;, � -- TD�IPTL I�IZ 11/ l I I APPROVED INITIAL A r7 .•, _?- _ 1 — - Ili u VZ _ _ _ - ---�- ��' - — - t n - I _ _ I -[I X _ � �1 n I I \ � u .. / X I I a X �I r- I '•` I�Ylsla 3 SE WATER SEWER 1 X I I� /� X I Ir`' I - DRAIN -T— X a 12 1 Z X © N I /�- / /X 3 GRD b X I I I X ail, e .G. 3 G� � , �/If�I.GYI, D h �8 2 • I I 9' n � I 1 � I 1 r M I I w V I N IL I 1 I © M I � I c I I I I M I � I I '� I t 1 V I I 2 � t I ► I I � 1 I I I 1 "Y �' I 2 4 1 / 1 I 1 1 2 I I 1 1 l 11 i 1 I 2 I — ?� I 1 i � F 1 :. .: FINAL CHECK R W AS CONST. Q20 5-1 B 14 - :_ Y ,.Q�+ �� FQ-2-1-1 I II _ - _ '% =�i' _ _ THESE PLANS WERE PREPAREp BY: FOR PRIVATE USE 'I 3 I I 1�2 Q19 �p A II � ; +.• _ �\= � INITIAL DATE 1 - .� ;.� �` x j T � RJM SEE SHEET I-2 (INFRASTRUCTURE II 21 12 ' t1LEN0 ( II +�lrll 1E�:LO _ DRAWNAt TRAILS TRACT 13442 ) FOR ,r, `'`" �- 1r DESIGN GROUP CHECKED 7 CONTINUATION ' PL.��4.+ ' WAY f:- :.� �I PLANNING AND tANDsa+es ARCHIIECIUBE �1_ Q 3o _ �ti-!:i�.t`tti ,w u.u+a.auuugw�rt�r unn�c�msvT OMgxm _ T r r: - - NAME lit " LICENSE NUMBER DATE - CITY OF RANCHO CUCAMONGA ° .o.:. .: SYSTEM DESIGN CRITERIA `� COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAME TYP. P.O.C. TO EXIST. PRESSURE •HYDRAULIC GRADIENT- 1650 WATER METER ELEV. — 1475 KENYON PARK © SUPPLY LINE (SIZE AS NOTED ) PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS NOR M AND INTERCEPT WIRES FROM •SYSTEM DESIGN IS BASED ON 76 P.S.I.USING 70 G.P.M. CONTROLLER 'VIAND EXTEND „ TO NEW R.C.V. a CAPABLE OF DELIVERING 2 INCH OF WATER WITHIN `� H.P.W. SHEET TITLE - IRRIGATION PLAN --- • PRESSURE DATA WAS OBTAINED FROM CUCAMONGA COUNTY IN ROUP APPROY APPROVED WATER DISTRICT BY CARLOS TIMBRES MORSE CONSULTING G ON 11 . 2 .88 ,WHOSE PHONE NUMBER IS (714) 987-2591 PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON 1_ DATE i TY SER Et4 MANAGER DATE 4l.CITY ENGINEER •CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF 4860 IRVINE E BOULEV AR,SUITE 9 01 APPROVED % . SHEEj 6' SOF ' DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR ISTO NOTIFY YGWILLIAM LYON(eQmltcnt OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN — (71a) 73471 17 L DATE / BUILDING OFFICIAL • O CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. 8540 ARCHIHALD SUITE B APPROVE 1N(�,NO. fi ; oI.Co ASSOCIATED IRRIGATION CONSULTANTS (213) 4776525 DRAW -- - ` ELEV�TL01y at7 aA�I�FLOW 1476 RANCHO CUCAMONGA, CALIFORNIA 9 t 730 GATE/ CITY PLANNER — ELEVATION @ HIGHEST HEAD ±1478 Q l J QUICK COUPLING VALVE- W/l CCKIf YELLOW Cp SET FLUSH WITH FINIS Q GRADE IN LAWN AREA I SIDEWALK, CURB, 3"ABOVE FINISH GRADE ETC. IN OTHER AREAS TYPICAL BUILDING WALL FINISH GRADE BOX TO BE PLACED SIDEWALK CURB ,.- OSA • LAWN AREAS GENERAL LEGEND Flo- AUTOMATIC CON ROLLER ASSEMBLY AT RIGHT ANGLE ETC. ✓✓ 1� S TO BE WALL MOUNTED TO HARDSCAPE EDGE \ INISH GRADE COMMON WIRE SHALL BE TIED INSIDE / f '"• SHRUB AREAS HOUSING WHEN REQUIRED AS HOT : . ,! ; L' SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE t2 x 18 PLASTIC BOX 8 COVER WITH ON-OFF SWITCH TO BE PROVIDED BYLOCK TOP STAMPED R.C.1L J + : • I _ �� !�� _ � � Ip( ' P.O.C. POINT OF CONNECTION SPECIFICATION CONTRACTOR SEQUENCE# tJ l I _ TAINLESS STEEL CLAMP 0 SLEEVE FOR CONTROL WIRES PROVIDED BY CURL TYPE EXPANSION LOOP •'.' � --- —� �--- PRESSURE SUPPLY LINES & SIZE (2-1/2" & LGR) CLASS 318 PVC SPECIFICATION GENERAL CONTRACTOR(2") (N 111 . .... v Y PRESSURE SUPPLY LINES & SIZE (2" & SMLR) SCHEDULE 40 PVC SPECIFICATION "�^-%'•�-k-• SIZE 9 LENGTH AS REQ 0 WATERPROOFED WIRE CONNECTION -. .Cr.r.rr,c... $CH. 80 PVC NIPP ' /—ELECTRICAL CONDUIT TO INDEPENDENT - Y<< .<• .R <.. NON-PRESSURE i I SOURCE(CONTROL UNIT ELECTRICAL (SNAP-TITE i^: ._ . :; LINE FITTING REQUIREMENTS:12OV,80M,?AMPS MAX.) /� 3 NON PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION NOTES: FINISH GRADE ' SCH. 40 PVC I ( T1 019 CONTROLLER SEQUENCE I. COMMON WIRE TO BE WHITE 8 CONTROL LAWN AREAS ELBOW -T— 40 PVC STREET ELBOW GALLONS PER MINUTE SCH. wIRE TO BE BLACK IN COLOR. I III OTE CONTROL VALVE SIZE 2. NO SPLICES SHALL BE le BETWEEN FINISH GRADE PVC LINE PIPE 1 / I ® AUTOMATIC CONTROLLERS CALSENSE 3000 DETAIL NO. 1 CONTROLLER BREMOTE CONTROL VALVE. SHRUB AREASPVC SUPPLY SCH. 80 PVC NIPPLE AUTOMATIC CONTROLLERS RAIN BIRD EZ-I(BRICK DUST AREAONLY) FINISH 3. CONTROL WRING SEQUENCES = SOLENOID LINE (SxSxT) SIZE 8 LENGTH AS REQ'D ,.!: / Q REMOTE CONTROL VALVES RAIN BIRD EP, SERIES DETAIL NO. 2 FLOOR TO OPERATING SEQUENCE OF REMOTE 3 FITTING CONTROL. VALVES 8 AUTOMATIC CONTROL.- f. �':• ••:� <e " FLOW ADJUSTMENT 10 LER UNIT STATION CONNECTICH(SEE •�pOf y ~ :, d '' .� • 3 ��CRUSH ROK 18 / 0 QUICK COUPLING VALVES RAIN BIRD 33-DLC DETAIL NO. 3 IRRIGA FOR CORRECT VALVE tOP /4 C SEQUENCE). %%r (MIN.3 L.A FT) PVC SUPPLY LINE . PVC SCH. 40 MALE ADAPTOR R P BACKFLOW PREVENTION ASSEMBLY (B.P.A.) FEBCO 825Y DETAIL NO. 4 4. INSTALL AS PER CITY CODE AND LOCAL CODE STRAIGHT CONDULET FOR WIRE CONNQTIONS / / ITYP 2 PLACES 1 /i USIN WIREUTS /` 0 1)1� ��/ PVC LINE PIPE u ^ GATE VALVES (LINE SIZE) HAMMOND IB631 DETAIL NO. 5 ELECTRICAL TAPE-TAPE WRL WIRINGS AT INTERVALS OF I� PVC SUPPLY LINE FITTING SCH. 40 PVC STREET ELBOW IO FEET ON CENTER (SxSxS ❑S MOISTURE SENSING UNIT CALSENSE 3000 CONTROL. WIRING(AWG OF COMMON WIRE 2•� TO CONTROL UNIT AT TERMINALS PILOT WIRE --- DENOTES EXIST. PRESSURE SUPPLY LINES a SIZE NOTE= NOTE USE TEFLON TAPE #6 REBAR 1) VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED. ON ALL THREADED MIN. 36"LONG OR AS ` �_ DENOTES DOMESTIC WATER LINE SCHEDULE 40 PVC PIPE —I COMMON WIRE TO ALL R.C.iN 2) WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MN. FITTING SITE REQUIRES Q OF 3 FL APART. CONTROL WIRE TO EACH R.C.V. 3) USE TEFLON TAPE ON ALL "HEADED FITTINGS. TYPICAL AUTOMATIC CONTROLLER ASSEMBLYZ �YPICAL REMOTE CONTROL VALVE ASSEMBLY-1i2 (T) TYPICAL QUICK COUPLING VALVEJR-s5 NO SCALE ( WALL MOUNTED TYPE ) J.R._64 O � ASSEMBLY GATE VALVE GALV.NIPPLE , • (TYR 5 PLACES) at 6" 0 R A% '' ' •. TEST COCK(TYP. 2 PLACES) jut 1 AS NOTED : .T SPRINKLER HEAD LEGEND REDUCED PRESSURE _ • BACKFLOW PREVENTIONGALV. ELBOW SIDEWALK, CURB, ETC. ROUND PLASTIC BOX SYMBOLS DESCRIPTIONS MFR & PART NO. G.P.M. HAD. MAX.SP. PSI REFERENCE ALV. NIPPLE COVER'. :IRRI GATE FINISH GRADE GATE ? FINISH GRADE GALV. UNION x st /Q�s• x LAWN AREAS STRAINER#40 SPRINKLER NOZZLE MESH MONEL h C x FINISH GRADE Q v X 1/4, 1/2 & F CIR FLT SHRB HDS RAIN BIRD 1812 - 8 FLT SAM SERIES .4,.8,1 .5 7' 7' 20 DETAIL NO. 6 PC )a as k k SHRUB AREAS 40 POP-UP ASSEMBLY 0 v X 1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1812 - 12 SAM SERIES .5,1.0,2.0 11' 12' 20 DETAIL NO. 6 GALV. ELBOW o Ig � ADAPTOR (INSTALLED I"ABOVE IZ FINISH GRADE IN OPEN I I X 1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1812 - 15 SAM SERIES .8,1 .5,3.0 13' 15' 20 DETAIL N0. 6 _ ' . r AREAS OR AS NOTED) Q v GALV. NIPPLE HANDWHEEL PVC TEE OR ELBCW(SxSxT) cD n 0 1/4, 1/2 & F CIR LAWN HDS RAIN BIRD 1806- B12 SAM SERIES .5,1.0,2.0 11' 12' 20 DETAIL NO. 7 GATE VALVE RELIEF ' PORT SLE1 .Y C) A Q) ® ® 1/4, 1/2 & F CIR LAWN HDS RAIN BIRD 1806- B15 SAM SERIES .8,1.5 3.0 13' 15' 20 DETAIL NO. 7 FINISH LINE-DISC 1ARGE GRADE LOOSE KEY �Ar �Q, 1/4 & 1/2 CIR ROTOR HDS TORO 300-00-01 57,1.14 20' 25' 35 DETAIL NO. 7 HOSE BIBB I PVC SUPPLY GALV. ELBOW _ _ LINE GALV. PIPE GALV. PIPE ` rb 1/4 & 1/2 CIR ROTOR HDS TORO XP30OP-000-07 1.43,2.86 30' 35' 35 DETAIL NO. 7 SCH.40 PVC STREET ELBOW ESSURE SUPPLY GALV. ELBOW 3/4"CRUSH ROCK rU 1/4 & 1/2 CIR ROTOR HDS TORO XP300P-000- 10 2.15 ,.4.31 40' 45' 35 DETAIL NO. 7 PR PRNE-SURAKE —(MIN.2 CU.FT.) SCH. 80 PVC NIPPf�E 60' 60' 60 DETAIL NO. 7 8� :_• . GATE VALVE ( LENGTH AS REQ 0)LI 1/4 CIR ROTOR HD5 RAIN BIRD R-70 HOZ. 14 (9/32) 8.8 —PVC MALE SCH. 40 PVC STREET ELBOWS 1/2 CIR ROTOR HDS RAIN BIRD R-710NOZ. 18 (9/32) 14.0 60' 60' 60 DETAIL NO. 7 NOTE / r � � ADAPTORS ( MARLEX) • EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12"FROM WALLS BLDGS ETC. '' FULL CIR ROTOR-HDS RAN BIRD R-70 NOZ.18 (9/32) 14.0 60' 60' 60 DETAIL NO. 7 • WHEN UNIT IS NEXT TO BUILDING,WALL,ETC,TEST COCKS ARE TO BE IAI� ON OUTSIDE. Z NOTE : oar • ALL UNDERGROUND.PIPES SHALL BE DOUBLE WRAPPED WITH APFROVED NOTE: GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS I. INSTALL HEAD FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS 9 CORNERS. TAPE WHEN USING GALV. STEEL PIPE. UNLESS OTHERWISE APPROVED. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. 64"VYPICAL BACKFLOW PREVENTER ASSEMBLY 5 TYPICAL GATE VALVE ASSEMBLY6 TYPICAL SHRUB HEAD POP-UP ASSEMBLY NO SCALE (2 V2" AND SMALLER) JR-85 NO SCALE (37 AND SMALLER) JR-84 NO SCALE JR-005-84 1" SIDEWALK , CURB, ETC. � •, - SPRINKLER NOZZLE ..d P-UP BODY ASSEMBLY . i. • R E V 1 S 1 0 N S FOR CITY USE ONLY (INSTALL 1/2"ABOVE DATE DESCRIPTION APPROVED INITIAL DATE FINISH GRADE) LATERAL LINEAd" Il-i-88 Ac2f=_NLPAL fZEI/IS Orfs STREET WATER SEWER I MIN. 12" GRD & DRAIN (SUB-GRADE/ TRAFFIC IF UNDER FINAL CHECK FINISH GRADE CHECK VALVE WHERE NOTED HARDSCAPE)I d RW AS CONST PVC SCH. 80 NIPPLE MIN.24"FOR SIZES SIZE AS REQUIRED 4"AND LARGER UNLESS OTHER- THESE PLANS WERE PREPARED BY FOR PRIVATE USE WISE NOTED RJM PVC SCH.40 STREET ELBOW REMOTE CONTROL (SUBGRADE/ IFINITIAL WING WITH MIN. UNDER HARDSCAPE) AIC DATE DESIGN GROUP DRAWN PVC SCH.40 ELBOW �� IRRIGATION SUPPLY CHECKED YLINE FOR SIZES 3' �, PLANNING AND LANDS 1P RCHi'1'ECMRE AIC 12 ( PVC SCH.80 NIPPLE(SIZE AS AM SMAL R LICENSE NUMBER FILE NAM w IlgUA eWL"NRC sSUnt:m m r of aw x-su PVC TEE REQUIRED) IN FINAL POSITION IRRIGATION SUPPLY TCITY O F RANCHO C U CA M O N GA SxSxT OR 0R SHALL BE AT 45UNE FOR SIZES 4" ELBOW 45 ANGLE AND LARGER COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Al PROJECT NAME VINTAGE PARK PVC SCH.40 STREET ELBOW MIN. 30 EARTH PAD PREPARED BY: PREPARED FOR. VICTORIA VINEYARDS. NORTH ( MARLEX) SHEET TITLE -� NOTES; . PROVIDE SAND BACKFILL A MIN.OF 12"OVER AND UNDER ALL PIPING UNDER IRRIGATION DETAILS LATERAL LINE ( SIZE AS NOTED ON DRAWING ) PAVED ARF AND A MIN.OF 6"ON ALL OTHER PRESSURE PWING WHEN NOTED. HR MORSE CONSULTING GROUP APPROVED , l APPROVE NOTE ' USE TEFLON TAPE ON ALL THREADED D E FITTINGS PLANNING •ENGINEERING 0 LANDSCAPE ARCHITECTURE LYON , � :/ , c cw— &917 DATE 10 %q COMMUNITY SERVIC MANAGER DATE//! -• fi CITY ENGINEER 4860 IRVINE BOULEVARD, SUITE #201 r7_"")ITYP1CAL LAWN HEAD ASSEMBLY g TYPICAL DITCHING DETAIL IRVINE. CALIFORNIA 92714-1299 WILLIAM LYON rjttr�ru/r DATE OFFICIAL r APPR V E SHEET L-7: OF 12 NO SCALE JR-004-84 (714) 730.7117 f � DWG 8540 ARCHIBALD SUITE B APPROVED - DRAWING NO. Z/9�-G A.I.C. ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 RANCHO CUCAMONGA, CALIFORNIA 9170 NATE CITY PLANNER. O441 O O • rcx FUTURE "M" TRACT GROUNDCOVER HYDROSEED MIX - :SEE LEGEND AND LANDSCAPE SPECIFICATIONS. vTrTwil"I � W/TURF - M SEE ND HYDSEED MIX - � � 6�v� AND LANDSCAPE SPECIFICATIONS. � - _ 0,0 . % t KENYON WAY = • Rry I, ,o 2dEvt � r ' a � B/1GKfILL `ARBOR GUARDS ON ALL TREES IN TURF 4 . • DEEP ROOT BARRIER A LL s • ' i . ' k x • : • ■ x ,x 'o . - • k y .• o. PLANT LEGEND • X x x i��%iii •��_�� i� ir`a� • . i ■ x •Q x ' • O �� KEY BOTANICAL NAME X X O• X EC EUCALYPTUS CLADOCALYX Y , •X 1 x O X ,■ ■ X .- EP EUCALYPTUS POLYANTHEMUS - • O A o p ER EUCALYPTUS ROBUSTA Zl\ 0.6 • , •• EN EUCALYPTUS NICHOLII X •'s• '• ' . 'o 4 — — \ • � BP BRACHYCHITON POPULNEUS • j • 'o• PE PINUS ELDARICA LS LIQUIDAMBAR STYRACIFLUA 'PALO ALTO • ]� PA PLATANUS ACERIFOLIA X / 'fj 11. 'BLOODGOOD' O a X / SCHOOL, SITE �- LI LAGERSTROEMIA INDICA. 'DARK PINK' • / •• I KB KOELREUTERIA BIPINNATA • / �• ® FP FICUS PUMILA X' • , °• _ OF CTAG iNTRIl POa=ANEV141 �' 21 .x •I o • s. ' '/�� I (�, �� I / •• . f . .• - Q --CC CLYTOSTOMA CALLISTEGIOIDES O •r!.�'�j-�j ti.� •• .• • • , , • .• SII ° / _ NOTES: x SEE SHEET L-9 FOR SHRUB PLANTING. CSEE SHEET L-10 FOR PLANTING DETAILS NOTES, . /: AND LEGENDS. • J ' ' - ` DENOTES USEOF DEEP ROOT BARRIERS ° SEE DETAIL A,,SHEET L-8 ��-�� - 1 Q. ALL TREES SHALL BE PLANTED A MI X x . . I " x. ° • • N. OF = • x 10 FT. FROM ANY LIGHT FIXTURE. �- x -- - SEE VICTORIA VINEYARDS NORTH TRAILS- • •' x INFRASTRUCTURE LANDSCAPE PLANS ' • x •x '° - •� FOR PLANTING IN THIS AREA. Z • ' '. . . ' • , . 9 ' , .. • � - T. 1'- 4 0' '0 0 KEY MAP SCA • ' . .' '. '9• 1 S4.94' 238.00' - - --- • - R E V I S 1 O N S /;= = FOR CITY USE ONLY ' • r t , ' I PA •_, ' _ DATE DESCRIPTION APPROVED INITIAL DATE y i • i • • + 5:...'., _ II I-eO I AbMl7 RWT STREET • I _ G� _ REE1US1MENT WATER SEWER • • _ 12-15- z Q tib P�RCO RSE S GRD a oRAIN • I :z: :..�•:- FINAL CHECK RW "t AS CONST. r IGS I ' - ;';_' _. •� THESE PLANS WERE PREPARED BY: FOR PRIVATE USE •�' -•S 'A• •�-' _ I SALERNO MAR ELLO :� — _ y RJM INITIAL OATS I 1` DESIGN GROUP "/ x _ r. •i'• DRAWN 1 a'1 PLA WAY a�. t:. _ ..4. ' J i (`. r i;E! r ' ,� w i.� Rllx .l wwf.ums�ow" n�r� CHECKED _ NAME DATE LICENSE NUMBER FILE 1 - fly �: `. - - CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAME • - KENYON PARK PREPARED BY: PREPARED FOR: -VICTORIA VINEYARDS NORTH SHEET TITLE TREE, VINE & GROUNDCOVER PLANTING PIAN MORSECONSULTING GROUP APPROVED APPROVED= /Jr1 PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LY ��/ 1� � fl . ON 4860 IRVINE BOULEVARD, SUITE #201 DATE �p �9 8 COM"TY SERV 1�$MANAGER DATE ¢C' CITY ENGINEER IRVINE,CALIFORNIA 92714-1299 APPR VE / (714) 73x7117 Y& WILLIAM LYON romhaxn?'tDATE �P - DING OFFICIAL SHEET L=8 R 8540 ARCHIHALD SUITE B APPROVE DRAWING NO. RANCHO CUCAMONGA, CALWORHIA 911?30 DATE CITY PLANNER `� /7 • � �,p•• 25� F10 55 xGG-�� tea_ 3s ' NOTES: O c.) , v ��^ 2Z¢ SEE SHEET L-8 FOR TREE] -VINE4 AND GROUNDCOVER,, PLANTING SEE SHEET L-10 FOR PLANTING DETAILS NOTES, AND LEGENDS., ria —320,. �2e, loo FUTURE "M°' TRACT CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA TAKE OFFS THE NUMBERS SHOWN ARE FOR BID PURPOSES hF- 3� ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. ��'� THE INTENT .OF THESE PLANS IS TO PROVIDE. COMPLETE F4 P- COVERAGE OF THE AREAS SHOWN AT THE SPACING DESIGNATED. FOR EACH SHRUB TYPE. ' 1 ' �✓ `-'IAC , "I !\: `!: ! •`-\`'• L KENYON WAY QD i•`1.Iry n II h to ta♦ - r — _ 1 I'41/ i - I - r). - 1 _ 0 s yY - - ........... .... A 2q 1. nY - - I - 53 . KP .•YL _ __ Y n YnY I � • •y Y 1 n � Y h l • Y � I I ��►-43 -3 �F--P- 31 yL yyy � t] ,AA-51 nYy YYy •L •• O n Y Y • •• • O Y Y yYyy ,�P_ 31 PLANT LEGEND . •i�c%` .j.• nYn xnYn _ .._- � - �2 KEY BOTANICAL NAME I-71 = .• YYYYYn A� 42 + , AA AGAPANTHUS AFRICANUS �6 YnY i -IIS YY '- 40 V •rte -Alb, �' �2 Y Y Lyn AG ABELIA GRANDIFLORA ' • r - •� ii'`'''•- 1 '1� I Y h Y Y - 10-1 AA I I 43 / I �Y HS HEMEROCALLIS SPP. . /"�A K IOL IL I O - 3 ( �V' MP MYOPORUM PARVIFOLIUM .` ,� . / f,. �= SCHOOL SITE PF PHOTINIA FRASERI -/f` nYn n•'. 'y•••�y... v hn:.: n PV PITTOSPORUM TOBIRA Y Y VARI EGATA ••` YnYn Y•• +,•. Yn "nyh YnL hYyyy %,,, RP RAPHIOLEPIS "PINKIE" •• �� 4 - 196 M. F_ 91 ( RO ROSMARINUS OFFICINALIS yR - 185 I "PROSTRATUS �� •'••'.•'',''.',•'�'`,•'.'•,•.',•'�'-,-.".•'.•'.•'._'.•'.•'•. VR VERBENA RIGIDA XCC XYLOSMA CONGESTUM "COMPACTA" I SEE SHEET L-10 FOR SIZE & SPACING OF EACH SHRUB TYPE, P-P- 50— : in / r '" I + `2� 2 5 Z - _ FF 30 :n• o - � I SCALE 1` 4 Y n P-o - 87 KEY MAP - 18 n °t�— --- YY / 53 54.94' 238.00' '•'; ... AA-128 1 '�:f•• 8; /; r R , E V I S I 0 N S FOR CITY USE ONLY �nhnY • :::;: y — �� -- PA - _ DATE DESCRIPTION APPROVED - INITIAL DATE Y Y /'• :';'� 12-15-8$ P`D� PATZGOl.1RSC F•DS STREET Y ''Y• I ' G WATER SEWER / I i r V 'r! r.> RAIN - - D •� r R 8 >. - MP - ... .. ......................... :::..... .......... FF G 4!' TRA IC P. �© 1 ( - -- _. �'' ..y. "�` FINAL CHECK �G-g = s �`fl ': THESE PLANS WERE PREPARED BY: FOR PRIVATE USE �, � 1� •. A- '�' _ - — � INITIAL OATS SALERNO - MAR ELLO : � _ y RJM ` 31 DESIGN GROUP ° `- :,� DRAWN ! /f D7 PLA WAY ..�;;;.. _ s 1 r 1` \, PLANNING AND LANDSCAPE ARCHCCE"[ CHECKED �;:;=a-"�'+ .w u.r»a.w1Y..aaw.r:u. u.u+tc►mro» magma _ NAME DATE LICENSE NUMBER FILE / CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT NAME KENYON PARK, PREPARED BY: PREPARED FOR: VICTORIA VINEYARDS NORTH SHEET TITLE SHRUB PLANTING PLAN } MORSE CONSULTING GROUP APPROVE APPROVED PLANNING •ENGINEERING• ND KITE TURF LANDSCAPE ARCHITECTURE LYON l DATE J o t l CONITY VICE$MANAGER DATE i.• CITY CNGINEER 4560 IRVINE BOULEVARD, SUfIE#201 IRVINE,CALIFORNIA 92714.1299 APPROVEDf;% tri` SHEET L-9 OF 12 (714) 730.7117 fie W I LL I A M LYON ram- C7i�2 t DATE + ; ;Y 411.1l OFFICIAL 1 . 8540 ARCHIBALD SUITE B APPROVE DRAWING NO. RANCHO CUCAMONGA. CALIFORNIA 91730 11 DATE CITY PLANNER �� 17 ' EQUIPMENT SCHEDULE TREE LEGEND � QUANTITY MANUFACTURER MODEL NO. DESCRIPTION KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS BOLCO 100 ML W/205BA SOFTBALL BASES & ANCHORS X EC EUCALYPTUS CLADOCALYX SUGAR GUM 15 GAL. O 1 BOLCO 300 AS 'ALL SAFE' SOFTBALL HOME PLATE �r EP EUCALYPTUS POLYANTHEMUS SILVER DOLLAR GUM 15 GAL. T�;� I '"''� LC 'FIR IP' OFTBA P CHER'S PLATE _ © PARGOURSE LTD. R 31 ERIES 2 CLUSTERS FIT E CLUSTE \ 2 PAT R -WI 01 #1536-1 - 1 DOUBL BASKETBALL BACKSTOP ER EUCALYPTUS iROBUSTA SWAMP MAHOGANY 15 GAL. -Z 00 j 00, 1PATTERSON-WILLIAMS #1218 PERPENDICULAR ARCH BACKSTOP II p EN EUCALYPTUS NICHOLII NICHOL' S WILLOW- 15 GAL. �T= 2 LANDSCAPE STRUCTURES #TT12' ALUM. PLAYER'S BENCH LEAFED PEPPERMINT I 1 � MEXICO FORGE VE_ �Ti�ll� ■ BP BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL. 6 IRON MOUNTAIN FORGE 281 8XR 8' LONG REDWOOD BENCH �1 (r \� 9 QUICK CRETE PRODUCTS --- LBT PICNIC TABLE SET HOS ' �� , �� PE PINUS• ELDARICA MONDELL PINE 15 GAL./24"BOX _ T1 . &I2o-MW�� 1A, P3��1- 1 L QUICK CRETE PRODUCTS MODEL A_W/LOW PROFILE 'PITCH W' WASTE CONTAINER N _ TOP l7-WC-LTTE LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 'PALO ALTO' . 15 GAL. CHART) TN IS SHEET- I� 1 L.A. STEELCRAFT PRODUCTS A-254 - - 4 SEATER ARCH SWING tai IRQN MOUNTAIN FORGE 2007X ROTATING GRILL PA PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX 'BLOODGOOD' * AL.L -('PF-f V�S IN TURF TO .18 . IROR M YNTAIN FORGE SEE DETAIL D SHT. L-4 . KID BUILDERS PLAIT EQUIPMENT - LI LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX DARK PINK FLOWERS INST41j F_ ) W/^R� � R k 5 ARCHITECTURAL AREA LIGHTING ALR. 125,, 150' HPS4 R88 12, E'�, W/ RQUND _ STEEL POLE W/ TAMPERPROOF BASEPLATE( M AND HAND HOLE COVER 12 FT. MOUNTING HT. KB KOELREUTERIA BIPINNATA CHINESE FLAME TREE 36" BOX 55F- C�F_NEt2AL !�.A 1_1NG2 ARCHITECTURAL AREA LIGHTING ALR 125.1 150; HPS,� RSS 12� 'VANDAL LITE' W/ROUND X HS .1800. STEEL POLE SHRUB LEGEND W/TAMPERPROOF BASEPLAff T 12 FT. MOUNTING HT. O I z AND HAND HOLE COVER I � �>��I� � J��►�•-- 1 MURDOCK, INC. #PE-1 DRINKING F UNTAIN KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS 2x l� _ ' - ATUR L STRICTURES -2. .. SPR NI C P�LATFOR , � AA AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. @ 18"OC BLUE FLOWERS • Z-I\ • : _ ,., TRIANGULAR 24" BOX & LARGER � LA 2 TIMBERFORM 2170-7-C BIKE RACK Y Y y L YyyuuYy AG ABELIA GRANDIFLORA EDWARD GOUCHER 1 GAL. @ 3' OC PINK FLOWERS LANDSCAPE STRUCTURES/ ABELIA TRIANGULAR _ MEXICO FORGE #4135, #4175. #4155 PLASTUFF SPRING RIDERS . - = MANUFACTURER REPRESENTATIVE IU �k ALL T-Rff E S IN 'Tu RF ��5 TO - E IN5 T�--LE� "`Y ��S _ARCHITECTURAL AREA LIGHTING TOTAL LIGHTING CONCEPTS HS - HEMEROCALLIS SPP. . DAYLILY 1 GAL. @ 12"OC YELLOW FLOWERS 139Q1-B SOUTH CARMENITA ROAD 733 EAST SAN BERNARDINO TRIANGULAR SANTE FE SPRINGS, CALIFORNIA 90670 COVINA, CALIFORNIA 91723 f (818) 966-1611 MP MYOPORUM PARVIFOLIUM MYOPORUM 1 GAL. @ 5' OC PINK FLOWERS TRIANGULAR Q 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 �N I (714) 752-6204 PV PITTOSPORUM TOBIRA VARIEGATED 5 GAL. @ 5' OC MEXICO FORGE STRUCTURES � P.O OX 223HANSON 0CIATES, INC. VARIEGATA PITTOSPORUM TRIANGULAR . 1 r1 ems% ' TV � � 601 SEVENTH STREET SOUTH ORANGE, CALIFORNIA 92669 I 15r �� lO I �.1 `� DELANO, MINNESOTA 55328 (714) 542-5617 _- t;_=;` ; :• RP RAPHIOLEPIS "PINKIE" INDIA HAWTHORN 1 GAL. @ 3 ' OC PINK FLOWERS QUICK CRETE PRODUCTS SITE SCHEMES SITE FURNISHINGS TRIANGULAR '.0311 EAST 6TH STREET P.O. BOX 6528 RO ROSMARINUS OFFICINALIS DWARF ROSEMARY 1 GAL. @ 4' OC I RANCHO CUCAMONGA, CALIFORNIA 91730 ORANGE, CALIFORNIA 92667 "PROSTRATUS TRIANGULAR . -T TW I5T i3mtiC _ T�rl TIES W/FL.ANC�5 (714) 538-8997 VR VERBENA RIGIDA ST. PAUL PINK 1 GAL. @ 3 ' OC BRIGHT PINK L.A.STEELCRAFT CALREC BUILDERS AND CONSULTANTS TRIANGULAR FLOWERS 1974 LINCOLN AVENUE P.O. BOX:1788 ' PASADENA, CALIFORNIA 91103 TUSTIN, CALIFORNIA 92681 XCC XYLOSMA CONGESTUM XYLOSMA 1 GAL. @ 3 ' OC (714) 639-4091 "COMPACTA" TRIANGULAR IRON MOUNTAIN FORGE PECK'S PRODUCTS, INC. P.O. BOX 877 17202 CORBINA LANE, SUITE 102 VINE LEGEND ONE LANDRUM CIRCLE HUNTINGTON BEACH, CALIFORNIA 92449 X C� DANT IN FARMINGTON, MISSOURI KEY BOTANICAL NAME COMMON NAME SIZE _ COMMENTS - �`f -,}� 5r- F-N IAL p — � �O-r�cJ ♦ FP FICUS PUMILA CREEPING FIG 5 GAL. REMOVE FROM STAKE _ � NATURAL STRUCTURES- PCALREC.O. BOX 1788 AND CONSULTANTS; �1 �`•� t I-.� [..-'' P.O. BOX 199 SECURE W/ STICK 'N TIES -' SHERWOOD, OREGON 97140 TUSTIN, CALIFORNIA 92681 GI20-I�WEI� 2 x 0 I� � ;�c i�C�T 1.1 (503) 625-2566 (714) 639-4091 TA�L�TS-I Z TO 15 -- CC CLYTOSTOMA CALLISTEGIOIDES VIOLET TRUMPET 5 GAL. REMOVE FROM STAKE TA�1-�T5/ 15 COAL. T#Z�� BOLCO ATHLETIC CO. WAKEFIELD COMPANY O VINR SEE DETAIL C, THIS SHEET P.O. BOX 3246 1100 QUAIL STREET, SUITE 100 --- - - 1 GALLON TREE SOUTH EL MONTE, CALIFORNIA 91733 NEWPORT BEACH, CALIFORNIA 92660 5 (714) 752-6204 - MURDOCK, INC. AKEFIELD COMPANY (513) 471-7700 714 752-6204 ALL, ; MBERFORM WAK FI C PANY NOT�t c;,66 -a TtzEE N-m4e For- a �1975S.W. FIFTH AVENUE 1100 QUAIL STREET, SUITE 100 GROUNDCOVER �Yp�c-C> Rte '• A� GRTLAND, OREGON 97201 NEWPORT BEACH, CALIFORNIA 92b60 -- _ - , ao f _._ o e o YE3OLTS l�.JihE v�4 52-�2c - -- - �8 E >f 00 = D' e_Y�LTs �I� FUTI 1 f; C t~� :- BOTANICAL NAME COMMON NAME COMMENTS --- PLANTING NOTES OSEED MIX DCOVER SEE SPECS R E V I S I O N S FOR CITY USE ONLY . - ___ _---- II GENERAL + CURE INE O I�I�I.-I, lel,/ 5�$ y� HYDR GROUN L E YET I O N SE T DATE ' D�E�lE1�L IzEV I510N5 PROVED INITIAL DATE • LYE bCLT 10 LEA1� SN I E L1�3 STREET 1. :FCR TREE STAKING AND SHRUB PLANTING, REFER `I'0 PLANTING DEIAIIS. - HYDROSE MIX TURF SEE SPECS '� '• ED I2- - 8 LJ WATER EW � _ .X11 NE• 2. CC"M- SERVICE DEPT. REP SHALL APPROVE PLANT MATERIAL PLACU'fl1?P BY ODNIRAC'M PRIOR TO �� 1=-1N�S PE. INSTALLATION. GRD 3 DRAIN Ai To MIRE ��—SOW TURF HYDROSEED MIX:. TRAFFIC r�,�Q_�W TATrr SEE SEED:' 45 % REBEL II FESCUE FINAL CHECK A{'PI�I G�cTI ON AL24_ �-� �S 5�"�E�-r• 3. ALL 'TREES 24" BOX AND LARGER SHALL BE "TAGGED" AND/OR APPROVED BY THE LANDSCAPE _- -- ARCHITDCT PRIOR TO THEIR DELIVERY TO THE PROJECT SITE. � 45 % APACHE_FESCUE AS �K�ILL MIX-- SEE C�E1�1,�LANT1NCo NOTES 10 0/4 'NEWPORT BLUEGRASS ' AS CONST. -- --- - - - ------ 4. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE AND QUALITY. AT APPLICATION RATE 10 LBS. PER 1,000 SC,Z FT, FOR PRIVATE USE 5. AL,L, _sHWW AND (SND COVER SHALL EQUAL OR SURPASS "HINFS NURSERY" STANDARDS FOR SIZE CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE THESE PLANS WERE PREPARED BY: AND QUAIA Y. M BINDER SOILS STABILENT 60 GALLONS PER ACRE. R INITIAL DATE - - -- - - - LBS/A E GRO POWER - ITROGEN 14-4=9 6. ALL `TREWS SHALL BE PLAN TD A ICU4IMUM OF 3' FROIA WADS AND WALLS. TREE TO BE PLANTED DESIGN GROUP DRAWN o I¢a7 IN SMALL AREAS SHALL BE CENTERED IN PLANTING AREAS. , +U#Mymi00ULV&RgsUrr12W �PE ARC" UQU� CHECKED J GRO-POWER APPLICATION CHART NAME . f�A�� _ 7.' SOILS AMS AND FEE=ZER FOR ALL PLANTING AREAS SHALL BE AS RECO1*ff E1 IN A 7 GRAM GRO-POWER TABLETS LICENSE NUMBER FILE CURRE3dT SOILS RFS' (REFER TO LANDSCAPE SPE)CIFICATICkIS). 1 GALLON 2-3 TABLETS t 8. SEE C�OtIND COVER LEIGFIdD FCR HYEID SEED MIXFS . RE FER TO LANDSCAPE SPECIFICATIONS 5 GALLON 6-9 TABLETS CITY OF RANCHO C U CA M O N GA FOR HYL�06EIDING '13 15 1 s GALLON 12-15 TABLETS As COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION FOR EACH } CALIPER MEASURED 9, AL,L, SMB pLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 90 TYPICAL. ' PROJECT NAME © k� ��/// 344 TABLETS. VICTORIA LEVEL USE . VICTORIA IN KENYON ARDS NORTH L/ff�� 10. ALL STREET TREES ARE TO BE PLACID IN ACCORDANCE WITH CITY STANDARD 601. • INSTALL PIrR MANUFACTURERS RECOMMENDATIONS. SHEET TITLE I 11. ALL STREET TREES SHALL BE STAND AND PLANTED ACCORDING TO CITY STAMaARD 605A. 4 PLANTING DETAILS, LEGENDS, & SCHEDULES J I 12. 90IL FERTILIZING AND CONDITIONING SHALL BE IN ACCCRDANC'E WITH SBCTION 212-1.2 OF THE PREPARED BY: PA FOR: STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. TYPE I ORGANIC SOIL ANIS APPROVED APPROV I BE USED WITH THE RATIO OF 1 PART ORGANIC AMEIJDME3TS TO 3 PARTS NATIVE SOIL. ALL SHALL, / A� .,, �G �y'� �� AM) 1DN1PS ARE TO BE THOROiJC3iLY MI?�D PRIOR PO BAC[�ILL�ING. A&MORSE CONSULTING GROUP _ 2�C I i WT � PLANMNG9EwNFFRM*LANDSCAPEARCNI7ECTUR6 LYON GATE p ly CO TY$EAVICE3MANAGER DATE Rf( CITY ENG! EER 13. FERTILIZATION OF ALL STREET 'TREES SHAD. BE PER THE RDOC�IAATIONS OF AN PL�NCMC SOILS APPROVEDz SHEET L 10 OF 1 2 REQ' FURNISHED TO THE CITY INSPDCTQR. IRVIhE "W IRVINE NEER A 9.S�29�` eJ�E WILLIAM LYON 7rr fceerr DATE �`' r� BUILDING OFFICIAL ' 14. NO SZRE:ET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN THREE FEET IRVINE , . (714)7X7117 PALM DESERT APPROVED ! 9Y (3�) TO THE FACE OF CURB, UNlJIDS OQHII�FTISE NCrI'FD. fS10 AXCNI6ALD SUITE� DRAWING NO. VINE PLANTING RANCHO CUCANONOA,CALIFORNIAf 1710 DATE CITY PLANNER 15. ALL, STREET TREES ARE SC)BJHCT TO INSPECTION AND AOCE PTANCE BY THE CITY ENGINEER. I M • I ?tom �I WJ L 3'- U � q _ - 1 _ r J[ IL � © ( I t _ 4 i s q C Ft r Lr-.JAI I 3 �� C� � I I f t sr W I Pov -- t �l 1 � -- - T � �` e � � I I - c0 ( ) � v� r I 2 - f � , /# 1 t I i _ � I I { - �. � � I , I I I -7 Tz(19 I -- Ti>�I►JET �OTES_ CONC _ It I ' 41 --- BI) U-t J G e L Y� l I h'1-I NG .vX� �J �� UG• � ! �J c�.�l'r{�7N t - - - c I - � - --- ------- ' ----r� �� . a s � l _ 4 �. `� cF 8 ell, Li - -o�� FLOOR PLAN 1/1,II = 7: I - FOUNDATION PLAN I =_ ' - _ II �� ►o I� wl Mme-+ . ROOF FRAMING PLAN - - - — --_- _ --- _ - -- -- - - -_-- — - _ ---- - - — -- _-- It 2, L _4 co�r_, Ft.2 FiN IG S GATE FRAME I'122A Cz t • I'/Z'X�'��' �N}GT�>z - - �� =E'�r�r✓ HJII'k2" �t�(5 5110,E TUF!A0Cl �� ' � &V4rr • ori- r-e�..F-1� (�� 'fix ►�cue.-� - - � ,_, � � I�`�. �-�- � - �Eb� - P Irr I �/ II 6!:11-1 t r i r �- T 3 - ��. t=(� - NEA( t� AL1- cc-"e- �L Ati A MENS INTERIOR B WOMENS INTERIOR % -- I 'I- - nll SwIoCj r) w�� * NOTE: R E V I S I O N S NOTE DATE DESCRIPTION APPROVED FOR CITU USE INITIAL DATE ALL FOOTINGS & STRUCTURAL REINFORCING " CONCRETE BLOCK UNITS ARE TO BE "SLUMP ONE SIDE" STREET 1 WATER/SEWER TO BE BASED ON CURRENT SOILS REPORT. FOR ALL EXTERIOR WALL AND SURFACES (SLUMP SIDE _ GRD a DRAIN TOWARDS EXTERIOR). ALL INTERIOR WALLS AND TRAFFIC FINAL CHECK PARTITIONS SHALL BE PRECISION BLOCK (VERIFY WIT RNVARCHITECTURAL PLANS PROVIDED BY THE AS CONST CITY OF RANCHO CUCAMONGA. COMMUNITY SERVICES DEPARTMENT). THESE PIANS WERE PREPARED BY: FOR PRIVATE USE q iZFC�eS INITIAL DATE DRAWN CHECKED NAME DATE IL LICENSE NUMBER FILE SYM FIXTURES - SEE SPECS. SYM FIXTURES SEE SPECS. SYM. FIXTURES SEE SPECS. C-- ria- ALL_ cEus I,J CITY OF RANCHO CUCAMONGA �- ' r' D�INK1tilGIN'fAIf.J I� �lol` COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION r - _ _I _� - P I� - (-{AE.1DP1�L ( MI►J. ) O O VINTAGE PARK PROJECT NAME W I M pooFZ \.v/ 2 VICTORIA VINEYARDS NORTH = SHEET TITLE ' -rolL_5-,f -{o�.c��-ISI l '� � '�I�`( �I �t -=+G� ® l� ARCHITECTURAL PLANS APPROVED UK1N4L (� G. - - UG'� INi�i APPROVED � � s' r X O LAVA'1'o2�r II uf�l-#� 11'flIrITr ' DATE �g CQ NI Y SERVICES MANAGER DATE CITY ENGINEER n 0C _ PARTITION WALL 1/ — I' -e2 0 H41eM a2 UKT5K I2 IW V W. P. GFI DA ER v WO OFFICIAL SHEET A 1 OF —" n APPROVED al, DRAWNa No //qG DATE CITY PLANNER LI��T rio o xjxl(o FL T GONG. BLOCK 0 - — - - "a,0[ - 5 ol eve I 1 � f !� >� N1AX r�> S ,U� SIGNS If -,( F ' l r I- ' r 1� I" •(7 f'>�V'( Gt='► ` � L REAR ELEVATION I�} _ _ � ' MENS SIDE ELEVATION ! �= -off �" Lbr''� ! � FRONT ELEVATION _ � etvKr rvIA5F- �►TL F--A N - Z�G v! To Ivor cnl 4l _ � ,oa oL�1 j_ d � 2 OLj c� -- p K o G o cb�J a� lo"X<; 4 " . ►=n �R K E rz To��P 3/q q" I N3 � , 1 l� Cu 2"GW 3, ------ -fix Ty_ N 'J"X to" x % "ryev--qr1 w t5mBG 1%4To fAI M�fr- I rI E G,�� ✓` a Gid IKiN I I I�: C 2"Y 'I A44/fA'�/rt� To IvAro// - . �. C-►�>✓iYb �a . +GONG •N�+-low I sof N Nd I , IVO�16 it!-,G eAft;5�0 w GcW>✓Y£�• E�-rS//� ��1 Tf1 � .ra c��.� �,Nc, ¢oil r� . z� t��M Etz- ��?�G� 1- 5-a v lxl;r /oeYTIcr4G ro <7"s rlAN E L - lA�i T l /0 eo �/� � ��- oi✓ mow.,-rte ��- � T��- r�+✓�o�� o�tde�GT 7-YP� Lam• �� I��r�r l�f��,e)- �. � �� - ��`L� ' G'�rP�c� Fc� �Y�oT,r4Tll�%S� � a✓+rJ �.,- B DOOR HANDLE A . SECTION AT SIGN IPLUMBING PLAN - _ /yore cwv Gn' fis mm e PES- R E V I S I O N S FOR CITY USE ONLY OTE: DATE DESCRIPTIQN APPROVED INITIAL DATE STREET 1 . ALL FOOTINGS & STRUCTURAL REINFORCING _ WATER;SEWER GRD b DRAIN TO BE BASED ON CURRENT SOILS REPORT. TRAFFIC FINAL CHECK RW + . ARCHITECTURAL PLANS PROVIDED BY THE AS CONST CITY OF RANCHO CUCAMONGA. THESE PLANS WERE PREPARED BYi FOR PRIVATE USE INITIAL DATE DRAWN CHECKED NOTE: NAME DATE LICENSE NUMBER FILE CONCRETE BLOCK UNITS ARE TO BE "SLUMP ONE SIDE" CITY OF RANCHO CUCAMONGA FOR ALL EXTERIOR WALL AND SURFACES (SLUMP SIDE COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION TOWARDS EXTERIOR). ALL INTERIOR WALLS AND PROJECT NAME VINTAGE PARK VICTORIA VINEYARDS NORTH PARTITIONS SHALL BE PRECISION BLOCK (VERIFY WITH SHEET TITLE COMMUNITY SERVICES DEPARTMENT). ARCHITECTURAL PLANS APPROVED APPROVE DATE �Q OMAAUtJITY SERVICES MANAGER DATE /ICATYENGINUR OF APPR VE — SHEET A—G DATE :` X �P41DING OFFICIAL / APPROVED DRAINING NO. DATE f - �, �� CITY PLANNER I l� 'L� �jrE'1-�� • Rtx e EK --7 d �� .0 GL- UTA L1,P V4, t--%J - --- TW vw --- - -- - - 2 c � TIS t�1 n � �� - I✓�2 r H6204 Z M -T(� veer I i Y II r 1 f*j I�,N -Try RIDGE BM. WIRE MESH HEAD i 10 OUTSIDE CORNER 6KA 7r- � �z' o �� s�� I �1 �I I"t , ,, , � < k SEI✓ �>� . r' '. I _, � li G �. C ► 1 F1� ( c'i1, C �`� {�F-J 1 !F. c� F.'Efu\r- P L&• LAAp C —` Y r� i% „ �;, - I,G I .�„G w IFS _ _ I 44,11 _�� ► «n%. Tt'Ir-� - / �.�.F, : `� �� yAk) Ck I'EJI JF .1 r L7 FOOTINGS 111 �ar�. It --A -_i fi-- ' — - - -------- - - ----- - -_ - r O IliN X %�I ,c I�-? 1 / \ I S X11�- i� LES ,/ ,tom O ►I II I �� < p. �• To t Lw F r' f TE1�OR WALLS ONLY A SECTION �� ' (I ►' x 1611, 'fNIG x 2 �?I' L RIDGE BM. BLOCK WALL 114-?11 13 WIRE MESH PANEL iu 9 CONNECTION OF INTER. WALL 5 1/ � —#,4 JE,:� V,14�f RAF S+J F I� Tr=�f Er_�• ��,n�� i . ar 1��►� A - 'r r- �� I _ `,/B M. �, 4 �. nQ To ;d 4,gJ o,� . SIP'1pAsoIJ 1 J 1 � NOTE. 1 . ALL FOOTINGS & STRUCTURAL REINFORCING TO BE BASED ON CURRENT SOILS REPORT. 4�j AL 4- CIL ;2-Ea>W E`er U FJ r," 2 . ARCHITECTURAL PLANS PROVIDED BY THE d CITY OF RANCHO CUCAMONGA. f '� 15�F3 Ae5, PERPENDICULAR TO FOOTINGS I NOTE. 1 ' V RESTROOM SIDE ; UTILITY AREA — � �I�u - CONCRETE BLOCK UNITS ARE TO BE "SLUMP ONE SIDE" - - x-1 r��M -- . 2 , FOR ALL EXTERIOR WALL AND SURFACES (SLUMP SIDE ---�� TOWARDS EXTERIOR). ALL INTERIOR WALLS AND 1O PARALLEL TO FOOTINGS PARTITIONS SHALL BE PRECISION BLOCK (VERIFY WITH I� I 2 COMMUNITY SERVICES DEPARTMENT). SHEAR TRANSFER BARGE I" 12 TOP OF INTERIOR WALL I 8 EAVE DETAIL I 4 TRENCH DETAIL R E V I S I O N S FDAC17YUSEONLY UG� �'''T � `:L��-� �GR I d LI/.L ,^I� I DATE [�ESCN��'TI(M•/ AF'L'fa(7vED STREET WITI/�l (ATE — 3 I / � � IZ � L � — r�r r LSI 1 I', I_ I- 1— GNAT E fL 5 E w E A 2 /8 � ,gI M��NIBJN(` 4d �la- �� G ►�ICiIL.!"�(�� a� t DRAIN TRAF OC Ij L - .J)(t� �(j L{ = N n_ I F NAIFCFtEC.rc Z X K M � � $$ � � u� ►-t'Y�r-JS F tTtir�lA�_ `�" Y ~L LvC ' A w ASGONST / ` . �5''fi,� f'J�F'G�{�t-� c'►-� P,tt� , I�tL�� -a-� ,Q ' �I� FhC�I.1S�-JAG% . cy o o THESE PIANS WERE PREPARED BY FOR PRIVATE VSf CIO t jrx a 18o F Irx . INITIAL DATe oawMN r HOOKS AND BENDS CHECt(E 0 LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA _ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PRO.,ECT NAME VINTAGE PARK i ,r - -- \ X 3Co d @ G��1.1G. 2 C� M 1►J. VICTORIA VINEYARDS NORTH �– – - --- - -- -- -- - 1 _ - 40 d a - SHEET TITLE L �X ��o�a� _ �� x ARCHITECTURAL DETAILS APPP"ED , APPfWVE *' p` ces DATE O TY SPA19ES MANAGER DATI APPA V14 = OF DATE ? ° BQqLDt4 OFFICIAL APPROVED D�rp? 3 ' BEAM TO WALL �/ 7. NOTES 3 TYP REBAR DETAIL 1 DATE N CITY PLANNER BEAM TO WALL �� 1. �- t - W. � G 1"lPmt N� - - / PANEL A VOLTS MOUNTING elm l gw— W BUS SIZE BLDG - M p r*2 ��.. 1�tz.V_l G� TYPE FLOOR PC M�iT�rl_fz— J I" Y � �� IR BREAKER OUTLETS D E S C R I P T I O N L - — vo_1*6 6Aj ® II3 w 1'' NOLTS REC MIS I. �r L2 - 0 1 T�I Tei 3OSI T� 2 1 LAM t t P. 0orJ LAMP + loor 00 - _ I 1O ® 5 O a t - 5� O T52 - 1�'ti11T l 1.l 4 6 �- s• C) l i lP-a � �I. �oAlZ_P 7 / - 2 (�`e " � 1� °5*I° 2lx fix ?vw taLywwo s 0 Y 7014 .- fp"_ 61:2. 9 �20 t 10 1 {I M - 50 e*L TreA-. 4o,0- f46Lqjt• 1 1 AP� 3 A-r70 13 01, C . a FLJSE fi� fz-A �{ '�-2 ''10 4-90-04 14 11 A r- 15 a 0� n o �• S- 2 16 20 L�Pt-SNL �W EFZ 500 17 5 Rr_ I 18 +9 r° .OToL tot -50 201 1 (WG�sL I2, At�o�� 21 23 24 � rANlL A TcT F';;� L 152 -T c'-To ip-, si Z4 I o s GENERAL NOTES I I HA 1 . THE ELECTRICAL CONTRACTOR (E. C.) SHALL BE RESPONBIISL.E FOR CONFORMITY TO ALL LOCAL CODES AND ORDINANCES, THE STATE OF CALIFORNIA ELECTRICAL SAFETY ORDERS, THE NATIONAL ELECTRICAL CODE AND ANY ADDITIONAL JURISDICTIONS RELATING TO THE WORK. ( I I GI ELECTRICAL SYM80LS 2. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INOICATEO ON THE PLANS N CONDUIT CONCEALED IN WALL OR CONDUIT IN FLOOR OR UNOEAGM. . AND/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE NOTE, SPECIFICATION OR CODE CEILING 3/4" MINORUM SIZE WHICH PRESCR18ES AND ESTABLISHES THE MORE COMPLETE J08 OR THE HIGHER STANDARD SHALL PREVAIL, 1/2" CONDUIT, 2 /12 WIRES, UNLESS ltA 1-3- CONDUIT HOME RUN TO PANEL A, 3. THE E. C. SHALL FURNISH ALL PERMITS AND PAY ALL FEES, NOTED OTHERWISE (1/2" Co 2 612) CIRCUIT W. 1 A 3 �'- 1/2" C. 3 f12 - 1" C. T /12 4. THE E. C. SHALL MAKE POWER CONNECTIONS TO ALL MOTORS AND EQUIPMENT FURNISHED BY 1'0 5 EGU W n OTHERS. 3/4" C. 4 /12 101 1" C, 8 #'12 S. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING --{}�}-- 3/4" Co 5 012 01141+- 1-1/4" C. 9 /12 RATING HUT LESS THAN THE MAX" SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE M� SUBJECTED. (— /�}t G�O� 1" C, 6 /12 C. CONDUIT ONLY 6. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS- LABEL I I H 0 A ""�, � FIXTURE DESIGNATION, IST NO. "2" O CEILING OR HANGING FIXTURE AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED. 2-A-4/40 INDICATES QUANTITY, 2ND LETTER "A~ RECESSED FIXTURE INDICATES TYPE FIXTURE (REFER TO �®ll 7. ALL DEVICES INSTALLED OUTSIDE OR IN DAMP LOCATIONS SHALL BE APPROVED WEATHERPROOF. SCHEDULE), 3RD N0. "4/40" INDICATES v1 WALL MOUNTED FIXTURE e. UNLESS NOTED OTHERWISE, ALL WIRE SHALL BE COPPER. I G2 QUANTITY AND WATTAGE Of LAMPS All WIRE SHALL BE U L LISTED, RATED FOR 600 VOLTS, NO. ,12 MINIMUM SIZE EXCEPT FOR CONTROLS. WIRE USED IN ENO TO D SURFACE MOUNTED FLUORESCENT FIXTURE OPEN FLUORESCENT FIXTURE END FLUORESCENT FIXTURES SHALL BE TYPE AVA, RHH OR THHN. i ® RECESSED FLUORESCENT FIXTURE FLOODLIGHT 9. THE E. C. SHALL INSTALL ALL CONDUITS AND WIRES WITH A MINIMUM WM19ER OF BENDS AND �T\ IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEAD 1 f®f EXIT LIGHT, PROVIDE ARROWS AS SINGLE POLE SWITCH, "s" INDICATE. ROOM, KEEP OPENINGS AND PASSAGEWAYS CLEAR AND MEET ALL STRUCTURAL CODE REQUIREMENTS. _ INDICATED CORRESPONDING OUTLETS CONTROLLE � - p �3 10. THE E. C. SHALL NOT BORE, NOTCH OR IN ANYWAY CUT INTO ANY STRUCTURAL MEMBER WITH- SWITCH WITH PILOT LIGHT THREE WAY SWITCH (SPOT) OUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER. 0 JUNCTION BOX CLOCK OUTLET 11. INSTALL CONDUITS FOR ROOF MOUNTED EQUIPMENT BELOW ROOF AND STUB-UP AT EACH PIECE _ .e DUPLEX RECEPTACLE, •12" UNLESS TELEPHONE OUTLET, X12" UNLESS OF EQUIPMENT, FLASH AND SEAL ALL PENETRATIONS. NOTED OTHERWISE NOTED OTHERWISE 12. THE E. C. SHALL PROVIDE SUPPORT FOR ALL FIXTURES ANO ELECTRICAL EQUIPMENT TO COMPLY Q FLOOR RECEPTACLE ® FLOOR TELEPHONE OUTLET WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE AND ALL LOCAL OROINANCES. SPEAKER ® MICROPHONE OUTLET 13. ALL CONDUIT CONNECTIONS TO MACHINES AND EQUIPMENT SUBJECT TO VIBRATION (INCLUDING N,"1' �. TRANSFORMERS) SWILL BE MADE WITH SEALTIGHT FLEX CONDUIT. PROVIDE SUFFICIENT SLACK Q EXHAUST IAN ' INTERCOM OUTLET TO ELIMINATE VIBRATION. ARRANGE CONNECTIONS TO PREVENT THE ENTRANCE OF MOISTURE. ® MOTOR STARTER COMBINATION STARTER 14. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE O PUSH BUTTON TRANSFORMER CODES AND THE SERVING UTILITY. /ELL BUZZER 15. THE ENTIRE WIRING SYSTEM SHALL BE TESTED FOR SHORT CIRCUITS, GROUN06 ANO INSULATION � PAWL, SURFACE MOUNTED —'�"- PANEL, FLUSH MOUNTED RESISTANCE BETWEEN CONDUCTORS AND t0 GROUND. 1 16. THE E. C. SHALL FURNISH AND INSTALL ALL CONDUIT, WIRE, BOXES, S49ITCHES, LIGHT o DISCONNECT SWITCH, RATINGS AS NOTED P. C. PHOTO CELL FIXTURES (WITH LAMPS), RECEPTACLES, SERVICE DEVICES, SWITCHBOARDS AND PANELDOARD6 TS TIME SWITCH W. P. WEATHERPROOF REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. IS REFERENCE TO NOTE NO. 2 F. A. FIRE ALARM 17. PROVIDE A MANUAL DISCONNECTING MEANS AT MOTOR FOR ALL MOTORS NOT WITHIN SIGHT Of THERMOSTAT, ♦5', "3" ZONE OR UNIT AFF ABOVE FINISHED FLOOR OR MORE THAN FIFTY (50) FEET FROM ITS CONTROLLER. R E V I S 1 0 N S FOR CITY USE ONLY 18. ALL SWITCHES AND CIRCUIT BREAKERS, DISCONNECTING MOTORS OR CONTROLLING ELECTRIC DATE DESCRIPTION APPROVED INITIAL DATE DISCHARGE LIGHTING SHALL BE WITHIN SIGHT OF MOTORS OR FIXTURES (NOT OVER 50 FT.) STREET ' OR BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. WATER SEWER 19. PROVIDE AN ENCLOSURE OF EQUAL FIRE RESISTANT RATING AROUND ALL FIXTURES AND EQUIP- GRD a DRAIN REFERENCE NOTES: HENT 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 RW ION WITWMASONRY CONTRACTOR. FACILITIES BEFORE SUBMITTING BID. AS CONST. 2� J-BOX FOR CONNECTION TO HAND DRYER. FURNISH AND INSTALL CONDUIT, WIRE AND CONNECTIONS 21 . PROVIDE A 14 GA. GALVANIZED STEEL PULL WIRE IN ALL EMPTY CONDUITS. PER MANUFACTURERS INSTRUCTIONS. VERIFY LOCATION. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ®3 RECEPTACLES SHALL BE FLUSH IN EXTERIOR WALL. RECEPTACLES SHALL BE EQUIPPED WITH INITIAL DATE DRAWN GROUND-FAULT CIRCUIT-INTERRUPTER AND LOCKABLE W.P. COVER. 4 INSTALL PHOTO CONTROL ON 1/2" CONDUIT ABOVE ROOF. AIM TOWARD NORTH. FIXTURE WHEDULE 5 INSTALL SERVICE PER SOUTHERN CALIFORNIA EDISON CO. REQUIREMENTS. CONTACT: BILL TYPE NO. LAMPS DESCRIPTION MANUFACTURER A CHECKED III MAX. WATTS CATALOG NUMER NAME DATE WIGGINS, 714/947-8227. NOTE: LICENSE NUMBER FILE PROVIDE UFER GROUND PER CODE--20' OF NO. 8 BARE COPPER WIRE ENCASED IN 3" MINIMUM OF A 1/50 HPS WALL MOUNTED VANDALPROOF HIGH PRESSURE SODIUM, KENALL CITY OF RANCHO CUCAMONGA CONCRETE LOCATED NEAR THE BOTTOM OF THE FOUNDATION. BOND TO THE COLD WATER SYSTEM. 50 WATT CLEAR LAMP, CAST ALUMINUM HOUSING, 5210-9500 POLYCARBONATE REFRACTOR, TAMPERPROOF SCREWS, COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PHOTOCELL TO TURN LIGHTS ON AT SUNSET; TIMESWITCN TS1 AND T52 TO TURN LIGHTS OFF ELECTRICAL PLANS PROVIDED BY THE CITY OF SUITABLE FOR OUTDOOR INSTALLATION, 120 VOLTS PROJECT NAME VINTAGE PARK PER CITY SCHEDULE. BBC 1/50 HPS CEILING MOUNTED VANDALPROOF HIGH PRESSURE SODIUM, KENALL RANCHO CUCAMONGA. VICTORIA VINEYARDS NORTH 50 WATT CLEAR LAMP, CAST ALUMINUN HOUSING, 5010-9500 POLYCARBONATE REFRACTOR, TAMPERPROOF SCREWS, ALL UNDERGROUND ELECTRICAL WIRE SHALL SHEET TITLE ELECTRICAL PLAN 120 VOLTS BE PLACED IN CONDUIT--SIZED AS NECESSARY AND LOCATED AT A DEPTH NOT LESS THAN 3611. APPROVED APPROVED FINAL PLANS TO BE REVIEWED BY AN ELECTRI- DATE /'y.��iCOMMUtJITY SFRRVICESMANAGER DATE a� _r�'•.! CITY ENG.)INE ER CAL ENGINEER PRIOR TO CONSTRUCTION. APPROVED` SHEET E-1 OF 1 , , , , � � ,�pg�Q OFFICIAL APP-011V D /_6._ - DRAWING NO GATE CITY PLANNER -1-� �'iz 11e>zI�.T1ofJ GoNT�LL�f2 11,2All 3 FIXTURE LAMPS MOUNTING o * U) WATTS DESCRIPTION & MANUFACTURER& TYPE Q Q 0 p AND b d z Q VARIATIONS CATALOG NUMBER 2 z i 2 Z TYPE cc U a- I 2 � IZo I • F-�sToo M Fi BTU �15010 H 2�•- 2�� 4 � • ��o I e;o • t~t TD 1=�� L10 G H 5 Hf C—NF1---T ---�I�-- 4 FT• WP � o C:�:j , p�� •X20 2 , BH 6- I I ao wo N� E= c, •ST oo LU -2 8 H Ps r 1 L.C1 4So-6--let - I I-a0 b t� 1 2- FI>eTU� J14 -cra �SoNPs- U.IMIf� o FLOOR PLAN - RESTROOM BUILDING S��I✓� t�� It = ( �—O �� R E V I S 1 0 N S FOR CITY USE ONLY NOTEM DATE DESCRIPTION APPROVED INITIAL DATE STREET WATER SEWER ELECTRICAL PLANS PROVIDED BY THE CITY OF s DRAIN RANCHO CUCAMONGA. TRAFFIC FINAL CHECK RW 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 FINAL PLANS TO BE REVIEWED BY AN ELECTRI— DRAWN CHECKED CAL ENGINEER PRIOR TO CONSTRUCTION. NAME DATE LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION -PC-ECT NAVE VINTAGE PARK VICTORIA VINEYARDS NORTH SHEET T TLE ELECTRICAL PLAN APPROVED APPROVVALX�,o/ tib olJY1 DATE CO T_Y SFIF VICES MANAGER DATE � �S,j CITY ENGINEER APPR r 'p %`l'-�' SHEET E-2 OF 2 DATE r t fi BU DM OFFICIAL p/I APPROVED DRAWING NO DATE {i CITY PLANNER l l0Y417