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Home My WebLink About2147 DEVELOPER/OWNER 11,101.l BEEN.— ENRON= LANDSCA A RC I M=:� umu ANS C R A IELEEEa uu H SUMMIT RANC 0 AL All YOUNGS CANYON ROAD Im TRACT. NO, 14759oo2 RANC'' HO CUCAMONGA CALI FORNIA OLIVE GROVE PARK PMMH0WSffiMWMB 13931 YOUNGS CANYON ROAD RANCHO SUM,MIT , TRACT NO , 14759m2 RMCHO CUC"ONGAA, CA, 91739 AN Ali AM ATTXa WHIJAM LU A PHo (951 2l8vw5927 N7 L NDSC PE MAIN I EN NCE D1 TRI N 7G VICINITY MAP GENERAL NOTES SHEET INDEX I. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIESLL BE BROUGHTTO THEATTENTION OF T HE LANDSCAPE ARCHITECT AND THE CITY. w . AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITYI I TO COMMENCINGY WORK. PRCXJECTQ ALL R SHALL O ACCORDING TO CURRENT CISTANDARDSAND THECURRENT TAN �"� SPECIFICATIONSPUBLIC WORKS CONSTRUCTION. L-1 ITILE SHM L-20 FLOOR PLAN & ca �, Id-2 PARKS1TE GRADINO PLAN 4. THIS OK SHALL INSTALLED Y A LICENSED CT HALL CARRYO KCOMPENSATION, PUBLIC LI ILI AND OPE RTY DAMAGE ISU C EUI D Y • L-3 PARKSrMl GRAD11%PLAN L-21 FOUNDA110N&FRAMINO PLAN LS SUMMIT . CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY E TIN T UTILITIES AND UNDERGROUND SERVICE ALERT AT CMON PLAN -1-800-227-2600 0 WORKING DAYS PRIOR TO CONSTRUCTION. 15 6. AT THE CONCLUSION O H GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILSAMENDMENT ECO DATIONS SHOWN ON THE NS. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION STRUCTURAL CALCULATIONS �YMM HAVE N APPROVED Y THECITY ENGINEER. AY V LOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT IDE FLAT AREA AT THE TOE OF SLOPE. . UPON COMPLETION OF INSTALLATION, N ESTABLISHMENT PERIOD SHALL COMMENCE,, UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-10 MRIGAnONPLAN MUM1240, WASTE AM ESTABLISHMENT IS ACCOMPLISHED, ANA EQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL HMGATIONpLAN VENT FLOOR PLAN&DETAELS CONCLUDE ONLY AFTER VIFIATION OF LEAF—OUT, FALL COLOR, FLO R COLOR, OVERALL PNT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE F THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE LL-12 IBBLER PLAN L-28 MYCIRICAL SYMOL UST, OW TIMBE HIGHLAND V GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL 0 REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDEcr_ R WITH • �. COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE Y THE CITY. W L-14 TREE& SHRUB PLANTING PLAN ABBP33VUnONS PLAN 10. APPLICATION OF ANY CHEMICALS SHALL BE BY TATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A .C . RECOMMENDATION. ill itiCi Srm PLAN ell 1 p 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF,A C L ENE REPRESENTATIVE, PHONE NUMBER 438 -- 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA. le3l LIGHTING PLAN AND < BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS -- 8" WIDE X " DEEP CONCRETE HEADERS POWER& SIGNAL PLAN BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE— I T NA C ® " WIDE X " CONCRETEHEADERS BETWEEN CITY-MAINTAINEDG.C. D ANY PRIVATE-MAINTENANCE -- 6- IDE X 6DEEP CONCRETE DL-32 , BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - " WIDE X 6" DEEPC NCR HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS C L ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELDCONDITIONS AS APPROVED BY THE' PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIORTO FINAL CONSTRUCTION. ' MAINTENANCE RESPONSIBILITY MAP 1 . PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THEFOLLOWING CRITERIA: PLANT IACCORDANCE WITH CITY STANDARD PLANS. CONSULTANTS PRIOR TO THE COMMENCEMENT O . ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES Y REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITYINSPECTOR. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE Y THE ENGINEERING DIVISION. PUBLIC TREES ARE TO BE PLANTEDPER PUBLIC IMPROVEMENT PLANS ONLY. CLARKANDCRWASSoctAIM AM-CAW T1 15. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION RIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, 4 BOX IM TREES AND ROOT SYSTEMS SHALL BE REMOVEDFROM THE IT THE SATISFACTION OF THE IL ENGINEER. COSTA MESA,CA.92626 TEMECtJLA*CA9M RANCHO CUCAMONGA,CA 91701 16. AFTER REMOVAL OF DEBRISAND EXISTING FILL OR DISTURBED NATURAL SOIL HALL BE EXCAVATEDTHE SATISFACTIONOF THE SOILS ENGINEER. TOP 1 FOOT OF SUBGRADE HALL BE A MAXIMUM1 INCH IN SIZE. .,STE 101 786 S.GM410M AVENUE 525 NEW JERSEY ST-v SUrM A HUINIMNOMN BRACK CA.9260 SAN CA.92408 CA 92373 ' ' Yom•.. �w 909)792-0611 DESCRIPTION IION ®ATE LANDSCAPE OLIANTITIESc APPROVED: � All PARK SITE A. A /I lol AJEA TOTAL S.F. OF CA050" AFRF-46 0 sp. m � TOl SA. TURP AFREA 2W736 . ti - - T-- — CITY OF RANCHO CUCAM NGA — 3010 SIR Al 10 TOTAI_ SA &4?,V C - TOTAL PARKM Un' 23,W SF, RANCHO SUMMIT - OLIVE GROVE PARK TOt4L RESLENT SAWACE 1AIo SIP, E" S.F. OF ALL AFW—AS . S.F. I.F. TOTAL LK OF CRY MANTANM WALL 0 LF. PUTE HOAMMEd WMB 4 . lll.11ll,uw � ' APPROVED BY- DATE. ° CITY ENGINE C 453 od ,Nos pF DESIGN PI AN PR .PARE_D Fe's: RECOMMENDED 3 A Pe'.. C"`"t Bow CLARKANDGIMASSOCIATHS y o �w re n DRAWN COSTANISSAC&OW SHEET (n4)4WM FAX-014)0"109, SHEET KEY N. e sJAD Asaoceace' 6ashwyo anmlreoM1es CAL% OF Sol FF CHECKED R. O DRAWING N . DA7TE FIOMN O 1 t PHONE MODEM NOTEII CONTROLLER NOTE: TO USE PHONE MODEM ONLY. « ` f ,ti' ..° �,r • QUICK T 1 11► f • PHONE LINE HEAD L LEEN U KI 1 T K MODEL NUMBER-DESCRIPTION T s NOZZLE PATTERN aTTERN C P t ) UN 1-40-ADS-43 OT -U LE S w I U s D I L « L_10* -11 ARCHITECTINSPECTION WITH LANDSCAPE AND CITY AIL HUNTER1-40-ADS-43 " T ®U 900 __13.5 I- -3 - RTP 1 1 2. ALITOMATC ="OLIM (20) 20 L-10, -1 IE FOR 43 360* 13.5 ' C EWS. 10 « 1-20-ADS-3.5- • T -U 3.4 50 IWO 3 • C« - NG SCREENS T REDUCE I O T PROPER To I` _ " • 6" ROTOR POP-UPH DISTANCE D AVOID Y. NOT U RADIUS S R ON NO TP REDUCE IUB THROW. 3.5 « 1-20-36S-3.5 " T _U TOR POP-UP 3.0 ° 1 C e PAIN « e 3.4 50 40" C « « ) .1 • • HUNTER (- 1 T90. • B METER 'K E RED 6"rtIVE TO SLOPE • 1• FACTORS, L-101 -11 P.O.C. LI P.O.C. ► HUNTER I- -3 - • 1 " T • .7 • 50 PROVEMENT PLANS PER CIVIL ENGINEER'S ®� Z ► C FYI (VERIFY IMPROVEMENT (VERIFY ► U-1 -1 H, -1 ' 1 ' 3.301. 5 • 3 14' A!- L ENGINEERING ► I 1 " YLI-CASC CIVIL -1 FU-1 , -1 ' 1 C° 2. 1. • 0 2 11'I PLANS. APPROVED WATER I APPROVED WATER MPROVEMENT 41IN"I.Ilool PO" 11111111 60) TRACT NO. PLANS.MPROVEMENT 6 f ► RAINBIRD 1 6" POP-U TURF SPY LOW ANGLE 1V ( ' • • 1 , • , , , 18(r 90 PAGE fI 1 1 - 12 -UH Y LCP. P.O.C. , 1 1 ' 1 1 VAp ' 1 ' 4.862.43 1.2 5 17` IkA h, I1 ► I 11 1 Y 1 ,1 ,1 1VA ' 1 3.30 1. 14 1 I 1 1 12" -U Y L 1 F,1 , 1 A I • • 1 ' • 1.20 .60 11'. I 1 DOMES71C SERVICE (PROVIDED BY • ` (1 1812 1 U U Y L 1 ,1 ,1 A • ' 1 ' 1.44 .7 . 5 '. IRRIGATION • 1 fFOR SPECIFICA11ONS AND MODEL NUMBER. RESSURE IN -1_43 12H - ► • E F CONTACT: ERIN HAGEN CELL(760) 580-1835 STATIC P _ESL_ STATIC PRESSURE IN CUCAMONGA COUNTY WATER DISTRICT BIRD TREE BUBBLER Ila 12T - 12' 1401 360' TRIC KLE 0.25 25 B CUCAMONGA COUNTY WATER DISTRICT 1 PROPOSE TRFF InTI T H UB J I • I SEE DETAIL • • , • 1 1 ► VERIFYCONTRACTOR SHALL PAD ELECTRICAL 1 • f YL LNUMBER-DESCRIPTION LOCATION AND INSTALL CONDUIT SWEEP THROUGH r • • 1 ► DETAILI ► f • I (RD ® D PRESSURE REDUCING BRASS CONTROL VALVE, I COMPANY. REMOTE SEE PLAN FOR ZE By UTILITY I RESPONSIBLE 10 ' 14 W 1606' 6 ® I I f 1 ► ° ° F -C - CONTRACTOR ,ti rIr41 iz kf�'px,J;F;.`�`✓,r frr:>t1^s,i�1`/`4wY. .'sf,•'f! y�.`._'o-_sz.'n`err'a^r'r.cn✓.adr:r ftrR i r>....,•.,.vh" :/w.s:„-•, ,.'t'v'a"M..y».......,..b' c :s,,..,�t.,1•fb/44:: `'`,'.z\:,.„.`.- ,r1 1/4`it`,'^• ... _r,,.,_. ` ,e, ..., "�:�r', `- • ,,'-.,,.._ 1 e,.. _." f f4 r ff 1 tto-• REDUCING S REMOTE C O NT O L V A L VE. S E E S H FOR FINAL POWER E L-12Cqq• I 1 f ► T C V T C I A PPR CONTRACTOR SHALL PROVIDE A GROUNDED WATERPROOF - OUTLET WITHIN STRONG ° f ► f I I L QUICK COUPLERS Y 150 IN IN )N C CONTRACTOR SHALL 1/09 N ADVANCE WITH THE CITY OF RANCHO OR I CUCAMONGA TO LI PRESSURETI 825-YD, CK ( SHACK K L CGS-NP-1 a F a ' - -1. I INSTALLATION DIMENSIONS. U C e CL • T ISH -SLA Ir 50 L FM-1.5 10`1 f ' I 1 1 NORMALLY I DIAPHRAGML VALVEA-43 12 , `zze • - A 4 3 T- I I 19 4! NIBCO TE - Q_ss NO ISTANCES MAY VARY / �1 � L -11 -14 T T -1 a LL F LLP � • - V -1 BOARD,3 11/,f CONTROLLER 4p - V -1BOARD,28 15117 CONTROLLER 7 t -1 - BOARD,CONTROLLER8 ! T V TP-1 BOARD E F CALT V -1I •2/ LL a T DOME TO HAVE ET20OOe-8-M-RRe-RRe DOME BOARD MAX CONTROLL o HAVE TP-1 BOARD • -1 ®1 PHONEWIRETO 'A' CONTROLLER. CONTROLLER'S ARE /4 6' T LI I -7171- COMMUNICATIONL E INSIDE CONDUIT AND HOUSED IN THE T O TBUILDING. F LOCATIONS. rot CONTROLLER IS TO ALSO HAVE of 1 ( REMOTECONTROL RECEIVER. NOTE: ONLY NEED 1 -11 IFWIRED CORRECTLY "I SERIES" I BEGINNING. > PVC C 1 1 L(. , I " -� SIZE, I V 1 -'r_i--r • ✓ 'r /`S"I,,`,f�i,.>,,/.t"✓y..�}.,..,,-,/,,X..l.fN JwtrG 3.,,J.„,,,„.(,<S. •%i�'t',#iti/tI`s:.cer'"✓:','.r..':d;'„a.r i f,f;1,,+"r!,r`^3 r .✓f 64 1W 14198 ,.,[i,,.>.�.;\.t'�.,�`�"``:J�1+/n,,✓",LL,.?,r'..u`'`.,"r sl°•/^,"^jJ°f.,,-w,r,«,.,7.'._,M,.,6.P°,m`,r,„`w'1 a's !ya y1."-•..._r",,,•"f,.,^,-,s '.-.."'.'"..7.._,.,-.a..ry,„-,,""„"Fo!.,ur h,1wW.,....,.,,m:�x.,,,.,�,^m'"'"'°^:."''`-•'."',".,.Cr,n,.^:-^'a:.,`':".,,,,,^"1w.".n.•4xP,yr.`.`,,,TP�".F,•`•"'.":,„`-.,�''4'"'.`r„.nw``'$`,`t.R*h"",''u.!°•",'r'•wa,,w°"4,,° •M vr'.*M,�'a',.°,•y'am`+,^,w`k<^^."..e,,,.,,,.,moi.M1qr,`r_4.'y\'_�",,.s'`,ay''t`,•.`�etP`*`1'`t\Z/1•r3ry`'>G,3/`•4°. „••`t,\e t'^)17t rru.>rrc{1f,.r..r,,f`'f°j_�'f"j�,�rfx...`r9ri r`•cv">,Yt.,"u3,`,�ta'®•.n'•°,'. +,s,:"F,•',sa f*../"3,.r•/•.•1-°'A.„a°'pyp` \••\`Ct'„,!,vh3,�..,.,r.+,,,•rM°.e•,a,,'°.•L}/"...•".r$4•1't°''^„-i"-\>'7y•.':.,•r,e"Y,°l.,{+,t?,`!':f`,,*••1rr/.r-•.a";r.,.ay"''G,`,,/,y..�,.+ea.ftl•'.S°.o-.";."x.e•''r='..V?{,:.„c„(^/a'a-,4+/`r'-k4I//,•tb?.. 4•.t,.`;r,xi£Pt+'•y}"r�„:r,T`,_.,,.`#"'`~^y•l:"ArR f LLf A°{`I•..ttS t h#••`xI>°.•sl,.a.r.r+/f+•"("•ft:°`•N�°.<,®.'ryf.f 3"fj,,('/N'•,,`,.,,`rv,'.,w]<w./Mf',,/'3!.we:.-r•k.n,•�'f.-/•x;.("(�#'c+,Y.'�:'!-<`:^,•`+rm'x.-,.ws:`.„-..z`s....f,v�}F..rn;vr�.f+y.3•-r.,' •a,,,{:"ms•"�.,3.,",.y/aY`.�^''`rry.,'s°l^`.,f�•rt,«',";rx_}t•`..^>a,;Ct.-.•.,_F,{\"'"„r„1N."J°S,i.,Y..,.<(`f>,j�r.r,/y-.'•",r-•"n�6'.:`f-1,^,,V•--f:'f"Y._-°<A�e�?.:.a..P__�<.._/•-:.[rI�.'':�.•S1_•-'v1`"jl-f';.",.M.Ra 3h.°I."v...}•/',`,,r/w.3 rF..,.,_r NY1,�..e.„.r.FnYr•'.M#+ws3af .:.nr.-F<rwj.j,(1....A.r..s3„•'r.,';t44.,y`•4�'.r +-..,..i,..-,.,I.c�.y°�`,,Ya•,.r4.,"r, =.-�,'�r•.�..y•.:vi"...*-_-4.a.',i't._t^_� t..e,'1f"'f:`r•r.^_yy',3+V{,r/.i`r,4,'...`'.'R•iTFa".3y!.c`^.f. y..•.,.p.'1{N T7"q"''1°`,'{".t{"a,�1'.:'•r,.(L-,fir.3r„,/,:,x4,y>.°,t(�..,.,,.,./�,:.;,14,j,r,~„,{tJ TMI,V.�.1""""`1/�•!w,b,..,,GJ,r,„",µ,,1,,~,,..,'^.,.,,w.'.,1,,,,;eS n'(S,^41ei.7tu-r.�,.`irs.vT,��ti.,-r..,l.:,w`',s',,_,."-.(`),,k�/-ar nw-:;">r}}a,1_/."r->.�.^.wC v^v.'^It_r111.1!cLr,t.cr.<S_r,a'.*r,,a.•.,.,,.:,p...,,,,.�r•y,.r.,`,,,t•((w(r(1,{.•.',V,t.".,-!`?A.'k.G t"j("e1,P,jwr;?/.s-(p.,Mov,rt'r-v,.xa-`nw.^•.-J1_:'...�.,,!,,."N-,,,yr..,k.1.r. .r.,,.„_:�w.,,,�,",^r,rrfd';t-..._,'..`r.,"4r•"""gg,\.}^nF'd.'_+;"'"^,x,.`/.s,,'~.«^,,.N•`x•_r+•>n13"er r/aR">(+i.<s1 5,'ci..4+,.^:/„`Y>'*tG+2w^,Yya �',,,3,`¢%'"<•,`"ti.Y1".�,Yh,�.'}..„.:„�.,.u'•v4` �La^t,-"y-w,„•ws'•..,th,,ta.g,i,o. tz. - ,-..r•,•.'`.m.`Q;;w^K"",,,:" ( "^"•a"..M"x°^ti.•'."'"f°^'w�1`�r".^+:,,` •n„^;s.rr�/<rt`,-.,,'*1�cj.,,�,rMr frtwt'"gS'�M'd•:/,1f!.4,_r.-xx:[[[r:Lr1`,r"/3Y`Ai,.Tr-."�y.,^'•e"y.,N'x.,ass...1 etfLt�`tt,h','.'pti.V<`.VVep:`F't',•':^t rtl't.r,yhyav_ryti„tra.!k,n'rR.�;•*•" r£,.a;y!�(a 1r fffI••;;,l',1t..j.1�.;a3\-•.`k•r,,„"�1',`a�„•4'n,a°tfr> .r a•ax.,!.k.1dt`r 1./y�i,4`n RiPr, ..u ' jr �of�x `'2 f,•"�., /rFr (+ / fs 3 k}r3-r -Sf{ -f 4 -i ft.r yS �i 1 .S.'i iI. f "i • , ..., , _„.... -- - ME mmmm mm 4% APPROVED PVC SCHEDULE 40 MAINUNE, Alto 4%0 040 54 I ZE LESS • T 4 L T I I F _ I - r , MIN. CW�..� �- 7. .7wwo 41 1n122 APPROVED PVC SCH ERAL LINE, SEE PLAN FOR SIZE, MIN. COVER 12 p CIO d? 1419 -M" , -13B INDUSTRY PULL BOX MARKE CARSON 1419 4T TI XI L ( X,`2"I T PROPO'ED PLANS ELECTRICAL SERVICE PER U71UTY ` 1 to R Q l !l m soft ftft oft PROPOSED 4" DOMESTIC WATER 26 WO 10 mmv _ ( " I T w} Ky CONTINUATIONa T LI NE SHEET NO. N/A law* 0" wmm A-1 07 soft VI MAINLINE V 11/41 foft ^ 37 4L NO./3 r 7M qqft 2/2 G X2 ON loomw '14VALVE 1/2 z/ 2" VALVE LEGIM 1/4 �4t r21/2r, rrq/2 am SON Jja� yj / 2 t 4 lu 1/2rr To -now / 2 44 1/4 r M10FWA fG ' . 1q 11/221/4�1011 ly r ,,�j11/4 4F / #3� ol 14 «c,.�. Q,r93 �'`1f rr . ' /�r , . -r '3 .... ( /4 to 14 3/4f 2 j a 'r A 1�12�2Fm 3/ ,3 ^-qp .2 �1 /4 j t it j4 '11, o . 11 a4r } r ry 4 3/ 3/1/ dzJ _ f { �tt rr � r pr / r / Alf r 11/4tADDITIONAL IRRIGATION NOTES 3/ IF 7/ 11/ { r 7 } /4P PLANTING AREA AND ALLOW IN THE BID PRICE 04 a4CONTRACTOR SHALL ALLOW FOR ON-SITE IFICATION OF 21/21 FOR MINOR 0 of TION. . z / ADJUSTMENTS IN THE nNALLOCATION OF IRRIGA 1 182 4 It l 3/4rr CONTRACTOR SHALL REVIEW V1,r ; /4Al. SEQUENCING C ` z ,t 1/4 4 3/ to ALLATION.INST Not AND OBTAIN APPROVAL OF SEQUENCING PLAN PRIOR TO J1/r • , < % • • . L ,r l / /4 NOTES, 2 57 FOR PVC TYPE I ALL PIPING SHALL MEET IAPMO AND NSF ST 1. 1 I � AI k 1 /rrr /G it ?7• 3 f I t/4 1/, 3/4r CONTRACTOR SHALL PROVIDE SLEEVING t CITqbY4 DESCRIPTION REVISION DATE (TWICEI APPROVEDTERAL/MAINUNE) FOR ALL LATERALS OR MAINLINEOF LA C-2 32 to 4: IW IN4 LOCATED UNDER AND 1 Ile 12313 /SIDEWALKS, COBBLES, SIMMS 41"WALLS UNLESS !SE NOTED. IVV am 27 4 DESIGN3. THIS H-6 42 ETC. SHOWN I IAPIPING, , 11/! 14 1N PAVED AREAS IS FOR DESIGN 4 CLARIFICATION ONL 1w 1w Y AND SHALL BE INST ALLED PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR 04 05 SHALL LOCATE ALL VALVES I INCONSPICUOUS ARM• FMSENSOR to CAEU /G CA IC A N 'A C1 T\/ OF RA&k CA 1 M / 4. FOR GENERAL IRRIGATION NOTES SEE SHEET AND FURNISH AND INSTALL DIFFERENT COLOR FROM CONTROLLER WIRES FLOW SENSOR CABLE- RANCHO SUMMIT OLIVE GROVE PARK It • MINIMIZE I ARIZONA ELECTRICAL FABRICATORSFOLLOWING METHODS- J® NOTE TO CONTRACTOR TREES ARE TO BE PLACED A MINIMUM OF N A) CONTRACTOR SHALL USE A4 RAINBIRD PCS SCREENS TO I I 1 • A ftm�w a, IRRIGATION PLAN ACHIEVE PROPER COVERAGE. REFER TO PCS CHART. CONDUIT, MINIMUM. 13) 4ww I I IRRIGATION I HEADS ARE NOT REDUCED MORE THAN 75% OF RADIUS -WwPULL BOX WM CONTROLLER VARES' rr77 t 77 77 (HUNTER'S ALLOWABLE REDUCTION FACTOR). PUMP IMAINUNE MD MNNUNE RTnNGS CONTRACTOR SHALL PROVIDE AN APPROVED PULL � CONTRACTOR 6. ALL BOX AT LOCATIONS SHOWN I 4 C17Y ENGINEER I PICNIC 3 'o RICE NO. 24953 QEsrcNEQ BY. 1.J /YMEN✓ D:TO BE POTABLE WATER. WIRES AND ONE COMMON WIRE WITH 1 I I • 4I I • ENCLOSURE. DA7I 08/07/05 ALL PVC S4 34 IRRIGATION • INT CONTRACTOR I I oRAw8Y_ STATIONS.LOOPS FOR FUTURE 150 saEET I • ul rino Ave. MQWJD Suite 160, , CHECKEDBYostOS , DRAWING N4.AssociatesCalifornia Landscape rchltectnre (714)434-9803 (714)434-9109FAX 404 ' fP °9 87 asp 1Y211 29 12M ' /r MpF; 11/4'r v, HEAD SYMBOL LEGEND KER DELNUMBER—DESCRIPTION 04 29 HUNTER .PATTERN PSI I ROTOR L� 2/2 1/2 1YPOP— 43 GIN AL HUN 90• 13.5 , f1-40-ADS-43 6 — 43 'HUNTER1-40-36S-43 " ROTOR POP-UP43 Q• 13.Hu 50 , . ROTOR POP-up p r / vi` / ,r 1 HUN 1-20—ADS-3.5 " ROTOR POP—UP 3.4 4 180" m �' r `11/4rf U 1-2 — -3.5 " ROTO POP—UP , fMOM HUN 1-2HP—ADS— .0 12" OTO POP—UP • 4 11/2' 50 3 • • '? 50 , '``' 1 !% 11/411 11/4 21/2" 11/4' HU R I-20HP—ADS-3. 12" ROT POP—UP .0 1 • ®.� 50 , 21/2 ' '� 1 71 HUN 1-2 HP-3S-3.0 12" OT POP—UP • (y •7 V ' C I 1806 —PRS 6" POP— Y —1 ,U-1 H —15 • • • . 1/4 I 1 06 SA —PRS " POP—UP 0 1 .301. . 3 14 A 1 ,P • • E 4 2all E4 • • 1 1. 0 11' q 1/4 4 .` / t( Wf 1`471 `~ ` .•�.. ! 1 SAM-PRS TURF SPRAY LGPMU-1 U-1H —12 . s 11/411 11/z rr .,....�,�_w f; 3 11/4` 1l4" <��;��. 1" " POP—UP Y LO LE 10F 10H,10Q 1QV I E ' ` 1 ` 1.44 . .3 ' ,q /4/f ``� -- I 1812 — 1 " POP—UP Y L P 1 F 1 H 1 1 V 1 0SAM-PRS 4 ' 1 ` 3 1. 17'' 1812 N I 1 1 SAM—PRS 12" POP-UPSH Y 1 F,1 H,15Q 15 IF ` 1 0' 1. 3 25 1 ' 11/zWW ._ /4 _ 1 POP—UP H 111/2 3 P Y L GP 1 ,12H,1 1 IF ` 18V ` 1.20 .6 2 11"WINu+<,.,# 1• I 1812 SAM-PRS 12" POP— U Y L L 10 ,1 H,10 1 V 1F • 1 , 2/2" 11 11/4, ,. �. `'" �, ', ~r f f 3/ 3/4 `'y',3 4 1 WW 1. 4 .7? . IBUBBLER 3 T I K .2 U J fC / A / ' „�: 1/(' 2 1/2 P7 .,� r `-•-..,.'.,'""^, ... i j`�:M 'ice'tr;n ' 1 [ • / r, o �, NG PLAN SHEET L-1-2 21/2, 11 ,` AMq ��„ P Q S T L TION PER TREE TI 3/ 4 . 4 , 1/2 .. t, ._> 1 1, .; 11/„ 11,4;1 11/ 43/ „ 11/41, .4 ; w't 4 • t1 ^n.., .k „ 1 !r • 5.. At4'si, 1 (W r SYMBOL LEGEND MAKER °1 `u MODEL NUMBER—DESCRIPTION IL 111 2/z1f 11/4" 2%2 71 2/ 3/ DETA I F —C — —D PRESSURE REDUCING BRASS REMOTECONTROL VALVE, I ZE 1/211 1/4P0 3/ " 21 /47e 2„ 2/z ;�.. Aku` E NI F — IG S T CONTROL VALVE. L-1 I4 , „ /z 11/z , Y O VALVES T C ! CA/4 11/201 V EQUAL VALVE ' RAINBI 4 ICK COUPLERS Y 150.' INSTALL 1 V . L Is •,.,..,,,, w,a,>.A e 2 rr 11/4,W '.` y, , 5 ILK N 4 Y tr '• 5 r 7473 / t3/ 1/4 . - „ /(r° LECTD Y CI F CHO U O HACK BACKFLOWMODEL F C 1/zff 11/4 I ENSIGNS. USE C L T F 11/4 ' REPRESENTATIVE 4 4 11 » FLOW Ar r 2015 11/4 W, � ' kI V10 VE m N2 IQ 31 I NORMALLY E ELECTRIC I ” 11/41t M� t � NIC 1' " SMALLER — A T V— H 2" GLOBE MASTER 4 3L® I TS , �w " 1w#wI T ' 1 1 44 "� M1 MODEL — 0 — — L — —TPP O 'CONTROLLERS A — AND ,{ t w R r a• o• ® „ MODEL . '-\. f' 'Oiw„ i r 1 P( fI 4 �X • t AND limeI V10i 3/4 1 f1 ,r .fit 1 1/4 1/4 2 y2 0 —12— L— —TPP FOR CONTROLLERS ' .E ' D 'G'®WITH PHONE LCT INSIDE G A 11/4 RESTROOMBUILDING. CONTROLLERS A LI — 171— 111 COMMUNICATION CABLE INSIDE CONDUIT. F r J1/2 ",M1. 1rr er u 1 r 1 rr 'g 11/411 rr E N FQ CONTROLLER / 1 /4 �, 1 7/ 1/a 1/z I/4 " LO 3 i, 1/z ""� 11/4°` .,. „ 1 WW 11/4 "' 3/ APPROVED VC 31 MAINLINE, SIZE — N F SIZE, I V 1 " �742 1 1/4 s �, t 20 JIM* ,w ""�. 2 a 1/4 Vin, . a � .�at � �� 2/z ;. f APPROVED PVC SCHEDULE 40 MAINLINE, SIZE L — F;• i y SEE NFO !7 I C 1 } � 1 3 3 tl . ?' ! ' VC CH L T I I F THE SLEEVED P /4 ' 14 k`•a 3 Aw... .„. .......,. / ,M„ ,.w..,�. _ 11/zr �, IPE OR AS NOTED, I V 1 " OV VC CH L LINE. S P F IZ , i . 1 " `' �� . 1/z `" ` •. „ CARSON 1419-13B INDUSTRY K 'ELECTRIC' " ♦'`S,.a4 .:4 °"•w,•n ^m„ a°"n.M "` mrw.w,. „x.+w... ,w+..^^'e++.rv""'wn.+mua'•w°"..°,n'wm.+++++uw° -4 i EXPANSION LOOPS IN BOX, TYP. �/ ,f tM,� ''""f.+y a'�w,.T,m i,f �`1, h, t 4 T1/4 " 3) ELECTRICAL SERVICE PER UTILITY D-2 20 4W* { 1 rf 1/4, 21/ _, 33/ ' P DOMESTIC A CU VALLEY WATERDISTRICT 2/ 1 .�� 4 »► 11/I VO 2014 7 � ,h �� ,fir ' (` 4 M° CONTINUATION OF LATERAL MAINLINE, R T ;y er v.,:m 1 rr r V* 3<• / " w P.. �.a 1114 1 l2 f CENT ATCHLIN /q 1 mum PROVIDE MAINLINEAT VALVE ALVE QX FQ (,I� 11/27, 4 1/zWW -9.aiti'3.Y it 1WO ti'x t f " z s� .rim`4 4 ?`P � y 1121/2 /' 1W L,2 ° %411/4 .., 3/4 r VALVE ./ 87 O U ski . 00 } At VALVE IZE 200 ♦ . ✓ i VALVE LEQM 3/4 1r /4tfW ;3 1Y211 a 1/411/4,1 11/4 r �e. 4 k 1 21/211 xjl 1i= r x �, � 1 rr ••"'-`^,., 1 rr �1/2 rr � fry �? S 341`, 11/2 W,D4 67 g'r '<. t 1,f , 1171 `�, ��.. _ ��' 1 We 1*119 5 /4 ,f F 7,.., 1 11/1/23 4 1/4 Is 0 07 MEN .. ;.e. • ', \ 4 ' "W"/''p{pR^1 q/P( D-5 41 x4 Rq,f N *IWO ik 1 , t 4 t 2,y ' `4 gym. ,�� 1 r, rr q1/4 1/4 4" w, ? 14104 z 1 . � _ TM i 0 31 G} y 3 `, 11/„ 11/4 4 ¢ "; X3/43/ 11 D-7 32 rf �zw .v >t pia FA 1 re`fi",ue""w ast� 4 21/2 D4 , 31 Z "111 NG-12 VO 2801 3Is/4 r1 3 '`j 1/f1 r °` syr 3/ r, 4 } n-' in oft 1/ ? �}'�/ k; �,1, £g r k� 4 f1 ~ ,f., 1/zWr 3/ rr / fr ^.. ' 3 WW 212 07 34 i4 f .f t F, 28 e 11 ,r 1 L <h 4 rf 11/2,° Me f # g/A Z. 1 rr to 3/4 Is r 3 is1" 1rt Y Sys 3/4 f,1 �' °k4 1y2'"' S a. 1. f. 4 4 1 4 `• 3/ fe ��^„'� 11/4° 11/. 1 ��, gy a°s� �, . x, R f 4 »yeti ' 4kk € 3/414 t A12 1 38 :, ,,-"^' •w,. ey 4 �s>,x > �rte, " W A i°" �iE PW "4 xl'> � ��. .^'f'`L°••3, �', II {jt� r �� CAE.,f 4. _: 3/4 _ " � DESCRIPTION OF REVISION SATE CITY 1,1 .Qi t APPROVED 3 ° t, 5y �..ek`M», � /4 ' &"t I T` F A H A M A P /4 .,� �„ ,n ,. ` �4w # s ' �•4 f :r 00 RANCHO 10 SUMMIT - OLIVE GROVE PARK Mr Ahr «� e .. � fi/ IRRIGATION PLAN 1 Y ,s tN 04 Approved By a CITY ENGINEER24953 � . DESIGN ED BY.• •.rt�'F .:.t . , RECOMMENDED: ,.r•„ BCAAC . fi DRAWN By. 1d rinv Ave,, SHEET Cow 'ex 0 ' Suite160, omm Jill '44F 33 n . w CHECKED BY, Oft DRAWING NO. Be Associates California Landscape Arcbllectara (714)434-9803 (774)434.9109FAX `1 Ht w.J j t RA I aF! mol 25T44P �/ % ;. ',ft ' r - •. symom LECAM MAKER M=M"kVERM0RPr60N MALw"020"aft-0 FROMM RE=M '10M CONTRC&VA-VE SEE PLM FOR 6&M DRAW RE! APPROvW PVC SC44 40 MEEM TO BE TWCE StZE Op SLEW wmv RANDRDr APPROvW 40 LATER&LW,SEE PLAN FOR 6 PVC SC14 MR CaVER a r ti No .,.,,. PASW y K z•,y A f. /A<, r�1 J//dam 'h J• '`"`4 wK ~'^ ` t ^ REE AND 8FWFl=TKM INLEa swami el 70 f $ SH `nit 1'wYt Nk- ALC"TKM(M /r. f,: Yr•t .. .,_4.,,;.`",w,,, ""•`w, is `^'`tip r � a ,:i ., ..............w.a. ..,,,.. .M.4Y..wee.,.^............-......^e.w,^,,,...,.... " ..... 1 F` 7EeS A®1,B- is,P-7.D-C ATE METERS ry_M V2 A® -.. 4" ELEVATION o a qi. \fl STATIC PRESSURE HIGH 159 si LO psi IN IN LE + a SOURCE F INFORMATION RUSSEL SILVA ' •. PHONE UM ,µ ATE OF INFORMATION "` z Barr } _!LAN., 2 , v.. H.G.L.MEAN ELEVATION 1 ' z. .• qb J } {REQUIRED IF STATIC ^`'�- ` • �• � '"� •� `�`� H. PRESSURE UNKNOWN) ATE METER ELEVATION 1477` A <c °V`• 3'•' x X .433- 15 PSI Y K a k N\ SIZE- 4" .Mf ,q`'yM w.'y"'w^^m `^rn.,.„w. , ""w°°•, .: y (4 .,' `t'4 "4,`.T "'T•w" ec.a.« ^w•'^mr""^w,+, tai. 4YAS.x '", , REMOTE YALY A-1 �p .fie v '"""..`w. "^+. `" "'^^m ^w'"..,,....,, `r",,,,, '•� .' ®g •"""ww+' ':_5 t CONTROL REMOTE CONTROL VALVE# REMOTE CONTROL VALVE -7CON ;` - • ° µ �J MAXIMUM DEMAND METE 'A' OTE T L VA`L/E p-ELEVA G.P. MAXIMUM DEMAN FOR METER`A' 2 ,P. . MAXIMUM DEMAND FOR METER' ' 2DEMAND ```, ✓` TION OF HIGHEST HEA 1471' .P. F MA P9 ,E 'A' �``�im�"F "'"'""�" •""'"�� `'", "'� � } ELEVATION OF HIGHEST HEAD 1472° ELEVATION OF HIGHEST HEAD 1471' °M• .<. EL F I HEST,Ti AD�.;� 1 63.4 • 4y Q TY. SIZE 1 '�„� R.S.I.LOSS Y. SIZE ITE P.S.I.LOSS TY. SIZE ITEM f 'ti4,. , , 4" P.S.I.LOSS T N- P.S.I.LOSS E METER psi 4" WATER METER si x " 4" ATE METER " .g•, R.P. 13 .P. CFL DEVICE 11. 'r � 4" R.P. AFL DEVICE 11• E € l`f 1 " PRESS. .(FALL-OFF) psi t " 4" R.P.BACKFLOWDEVICE 11.5 si 4" R. FL EVICE -1 i q ' " "µ •° t F 2 PRESS.REG.(FALL-OFF} 5 si '' • "° . "` w . "`• . , =i i; � u » FL METE 1 si .5» PRESS.REG.{FALL-OFF} 5 psi 2 PRESS,REG.(F FF} si M '��` - ""� f _ ,. t " " L METER 1 psi » " . :� "� a M�. ,. 2 FLO METER 1 psi �r . ', Rrr { 3 MASTER VALVE 1.4 si " . 2 FL METER 11 �" �w. �» �� a , r, 3 MASTER VALVE 1.4 psi » MASTER VALVE 1.4 si ''` ^ r 2 2q a GATE VALVE{ I s� ' " w ^m..,.n+,.M,......., ,^^^ «�.�. "...." �.; 5 i P 3" MASTER VALVE 1.4 si °'`'k „ . ^.,,'wr' 9 fad `�' f 2 GATE LVE(S) 2 si 2 " GATE VALVE(S) 2 i P° �. " �° -: 4 5' 1 " AtN LINE 7. 3 si ° ' " p 2 2 ATE VALVE(SI 2 s€ a `>4 .. "` �' } .. A » P 2 MAINLINE .31 Psi 0' .29 " 'P . .. .. . ...;.. , ., , ; mwM11/4 fi 2" AIN LINE •3 i " MAIN LINE 9.16 psi 3" A! LINE i `^`'' `;;, �, rr -�. k I LINE •30 st 25' 6" y MAIN LINE .3CI psi 2 MAI LINE 0 r`z f=. R.C.V.ASSEMBLY 2.37 € 2" R.C.Y.ASSEMBLY 2.00 psi M """` ` } 2" R.C.V.ASSEMBLY 2.37 psi _ r' .C.V.ASSEM LY 3:6 s€ 4 1" LATERAL LINE LOSS 1.3 i 30® 1' " A " LATERAL LINE LOSS 35 s€ t 31 1 A r + i LATERAL LINE LOSS 36 psi 3 1h � si 1 LATERAL LINE LOSS .7 ps€ ' " LATERAL LINE LOSS .4 psi 42 1 LATERAL LINE LOSS 1 LATERAL LINE LOSS •5 psi F Ar 14' s€ 2" LATERAL LINE LOSS `.4 psi 31 2q " 1 " LATERAL LATERAL LINE LOSS 1• ' LINE LOSS •2 sl 4`; �- 116' t " LATERAL LINE LOSS .7 psi 2' " h* r° "` ,_ `' ` LATERAL LINE LOSS _ 7 s' LATERAL LINE LOSS .27 psi .. :` , .m ° i •.w.s.: m.M1., 555333 ` ti FI z a _, ' A TTIN LOSS(10�) 1 p i FITTING LOSS(10%) r" FITTING LOSS(10%I 1 .00 s€ rig err -7A ELEVATION CHANGE(+/-) FITTING LOSS(10%) •70 si ;:7f si -- ELEVATION CHANGE(+!-} -2.17 si --5` 4��;: �t� - ELEVATION CHANGE t+/-} -2.60 s€ ' ELEVATION CHANGE{+!-} F 4 rr tx ; ` r` ogJ' I,� z;;r TOTAL SYSTEM LOSSES: 4 7 € TOTAL SYSTEM LOSSES: 47. 4 psi ;* �, M1 TOTAL SYSTEM LOSSES: 47.80 psi `�, , �`` PRESSURE 7Q OPERATE HEAD: 50:00 i PRESSURE TO OPERATE HEAD: 0.00 psi P TOTAL SYSTEM LOSSES: . 2 psi fz }. , PRESSURE TO OPERATE HEAD: 50.00 si PRESSURE TO OPERATE HEAD: 5 .00 TOTAL PRESSUREREQUIRED: _220 . 7 psi TOTAL PRESSUREREQUIRED: •� LOWEST STATIC PRESSUREAVAILABLE:, 143 s€ 7® psi TOTAL PRESSURE REQUIRED: 97: 0 . LOWEST STATIC PRESSURE AVAILABLE: _ 143 s`r psi TOTAL PRESSURE REQUIRED: 0.32 psi r4 +P t p L EST STATIC PRESSURE AVAILA LE: - 143 psi .rr',,.rr=�`�+��, `}`_ .��.---�„ RE-SET REGULATE PRESSURE(IF QIRED): �` PRE-SET REGULATED PRESSURE(IF REQUIRED': LO EST STATIC PRESSURE AVAILABLE: _ 1 " '"w �`�"� --,�---�-'"'�"�` "`•� psi *a ;� } „ BOOSTERPUMP: - PRE-SET REGULATED PRESSURE(!F REQUIRED): PRE-SET REGULATED PRESSURE(IF REQUIRED}: r BOOSTER PUMP: OS : xV RESIDUAL ATE PRESSURE. 46.03 i QST PUMP: -RESIDUAL WATER PRESSURE: 45.1 psi OTE PUMP: ,� wt¢ 0 i P RESIDUAL ATE PRESSURE: 45.20 psi RESIDUAL ATE PRESSURE: 5 . psi " CITY REQUIRED RESIDUAL ATE PRESSURE: CITY R UI RESIDUAL WATER PRESSURE: € CITY R REQUIRED RESIDUAL WATER PRESSURE: 20 si CITY REQUIRED RESIDUAL WATER PRESSURE: 0 psi , " r xrr 7��" 4t rff If }x i I r"= TER METER3+ 2. SIZE 4" 0. +, �`• ``° r`' s �... 7 ELEVATION ------- 1501' n•f ( .,. � ,r l STATIC PRESSURE HIGH 159Si _ �.. , F( s LO 143 si4 Le " 'kx SOURCE F INFORMATION RUSL SILVA .. ^`i P NUMBER ATE O INFORMATION J 24. 2003 H.G.L. EA ELEVATION (REQUIRED IF STATIC rY¢ r£ PRESSURE UNKNOWN) -�� mac, r�" ,�.: m ,=�., { �Fu.. 'r WATER METE ELEVATION1477' y f y SIZE PSI .' . 7• SIZE X .433- 1 4" N1. EMOTE CONTROL VALVE _7 EMOTE CONTROL VALVE - k;,• REMOTE CONTROL VALVE G-10 ®r ;: MAXIMUM DEMAND OMETER EMOTE CONTROL V LVE -6 , ` .P. . MAXIMUM DEMAND FOR METE ' ' 2 MAXIMUM DEMAND FOR METE ' ' Pr h^ I ELEVATION F HIGHEST HEA 1474' .P,M. 236 h , f P.M. MAXIMUM E F METE ' ' 236 ,, ELEVATION OF HIGHEST HEAD 1 1` G.P. , i ELEVATION OF HIGHEST HEA . }:: yY rx h 1 " ,� y p i 4 3' ELEVATION OF HIGHEST HEAD 'l*; 1 474' 4 V 3 Y..M1 ghe w.5:::fY7' t`t.-.."'.0:.^.TE' eq T SIZE ! E {Y i P S.I.LOSS QTY. SIZE ITE P.S.I.LOSS QTY. SIZE ITEM � w ' P.S.I.LOSS QTY. SIZE ITEC " _ el" P.S.f.LOSS i td k r T T 4. st ETER 4.5 psi 4" WATER METER 4. ps€ s� 4 " ATE ET 4. si 3{ -= 4 R.P.PBACKFLOW DEVICE 1 si : ,§ » 4" R.P.PBACKFLOW DEVICE 10.5 si 4" °a ESS. EG.(FALL-OFF) 4.7 si . . ACKLO DEVICE _1 t3.5 psi " - 2 ESS. E .(FALL-OFF) 4.75 psi 4 R.P.PBACKFLOWDEVICE 10.5 six Y =h +`= r`s j �w " FL METER1 psi 2 " PRESS.REG.(FALL-OFF} 4.7LRs 2 } " ESS.REG.(FALL-OFF} 4.75 ps€ fry 4 L METE 1 psi " FLO METER " 1 psi 2" FL ETER 1 si t Y. ,.°`. n ST LVE 1.4 psi " ASTER VALVE 1. si ." MASTER YALYE 1.4 psie: Oft 2 2 " T VALVE ISi psi 3 " ASTER VALVE 1. psi l ` _� � GATE VALVE(SI 3 SI T 3k M1 AI LIE 1 si p • 3 2 " GATE VALVE(S) 3 sl 3' }` t 11 ` 2 " P 2 " GTE VALVE{Si 2 i �� _* N� °° h': s A » ` I LIE 15.65 ' 770' ' " MAIN LINE 11 0 ai390" At LINE 4. € Y" F �L% , . : ? _r. 2" ';. 9r� a AIN LINE •23 psi 5` 6" I LIE .23 psi 2 � � 1' " R.C.V.ASSEMBLY psi ' » - MAIN LINE .2 psi 2 " AIN LINE »2 psi "= DESCRIPTION CITY 1R.C.V.ASSEMBLY 2 psi , OF REVISION DATE 2" R.C.V.ASSEMBLY 3.5 psi 1" >1 ^ , s .CFV.ASSEMBLY 1• psi APPROVED 3 . '� LATERAL LI E LOSS si 4 1 LATERAL LINE LOSS .41 psi ► 1 " ,-. F +^ `[ 4' " LATERAL LINE L s€ 1' " , " LATERAL LINE LOSS . 7 psi 22® 4" LATE AL LINE LOSS 2 € `., fi ; LATERAL LINE LOSS _•37 s' S1 2 `.43 1' " 9 » p LATERAL LINE LOSS s€ " ;, N s°` „ LATERAL LINE LOSS s€ 1 14 3 .4 .60 psi t�. 26' LATERAL LINE LOSS .23 i LATERAL LINE LOSS P . $` .'•. �` 11 " LATERAL LINE LOSS •3 psi 4 ' 1" LATERAL LINE LOSS 1.41 psi ` 11 " � n. LATERAL LINE LOSS . mi- < p LATERAL LINE LOSS s€ }? 4' 17 " LATERAL LINE LOSSs€ 0,0 ' A ' » LATERAL LINE LOSS . 4 s€ a p � A -%I T' M , L `A �, ,a . uF ;, r; U C%U A s�. `Fes 1411 FITTINGL (10%) 1 a1 psi . 0. 4 `ha s? ry(r ray A a�`4 ,r,.i,.«w..,.w.�o-..».o ' f ,i t'F�k4 ;pAt ( H r P FITTING LOSS(10%) 10.32 ps' a0 RANCHO SUMMIT - OLIVE ._."_. FITTING LOSS h0%) . 9 psi FITTING LOSS(10 } .17 si ', A •,' f f,r.d"" ® ELEVATION C NE(+/-} -1.30 si -17` ELEVATION CHANGE(+C-) - `r •-1 ELEVATION CHANGE{+d-}. -6.06 j.06-psi - ' ELEVATION CHANGE x-1.3 psi ^,_ th A i L t %s.. ,' .$ TTL SYSTEM LOSSES: 51.31 psi JRRIGATION r"ALM TOTAL SYSTEM LOSSES: 47.41 .r vh r r h. " psi TOTAL SYSTEM LOSSES: .7 psi TOTAL SYSTEM LOSSES: 42.26 psi PRESSURE TO OPERATE HEAD: 50.0 si PRESSURE TO OPERATE HEAD: �i ;R ` r f ,r PRESSURE TO OPERATE HEAP: -- 50.00 psi PRESSURE TO OPERATE HEAP: 0.00 ps€ �, � .';� .'4•P.r �. .•',l r' �� °, ,• TOTAL PRESSUREREQUIRED: 101.31 si TOTAL PRESSURE REQUIRED: 14 psi TOTAL PRESSURE REQUIRED: 4.7 psi TOTAL P SSU f r' *' J= Approved LOWEST STATIC PRESSURE AVAILABLE: 1 si E REQUIRED: .2 psi t . LOWEST STATIC PRESSURE AVAILABLE: 143 psi } � ,M1 k PRE-SET ELATED PRESSURE(IF REQUIRED): - PRE-SET REGULATE.PRESSURE(IF REQUIRED): -. LOWEST STATIC PRESSURE AVAILABLE: 143 psi LOWEST STATIC PRESSURE AVAILABLE: . . DOTE PUMP: _ PRE-SET REGULATED PRESSURE(!F REQUIRED): -- PRE-SET REGULATED PRESSURE(IF REQUIRED): - �� ,`y' CITY ENGINEER POSTER PUMP: BOOSTERPUMP: v.° ,a� *`rya DESIGNED BY: RECOMMENDED: RESIDUAL WATER PRESSURE: 41.69 - OTR PUMP( _ Ps' RESIDUAL WATER PRESSURE: 45.59. si ,.•`� DATE. CITY E UBMW IRED RESIDUAL ATER PRESSURE( P RESIDUAL WATER PRESSURE: . 1 psi RESIDUAL WATER PRESSURE: 50.74 psi ; ,h J f.. 20 psi CITY REQUIRED RESIDUAL WATER PRESSURE: 2 sr CITY REQUIRED RESIDUAL WATER PRESSURE: - 2® ps€ CITY REQUIRED RESIDUAL WATER PRESSURE: _20-09-1 as '"^ DRAWN BY. sWr 15 ul rio v SHEET eool Suite 160, L-12 OF 33 ttE= IME-ma MA irc A a Jill .,.�. CHEGKED BY.• ®std OSa, ® Ass,ocIatasCalifornia6 DRAWING NO. A4 NMI teadreape Architecture (714)434-9W3 (714)434-9109FAX 414-7 lillinlijillil all! CONTROLLER TO BE INSTALLED IN THE STORAGE ROOM OF THE RESTROOM BUILDING ON THE WALL. HI- SHRUB H BODY S T WALLS, T •CURBS, 1/4» ABOVE FINISH GRADE 6• FINISH E NUN• HARDSCAPING(SEE No 4) LR DOME ANTENNAP T w ROUND PLASTIC VALVE BOXEPDXY FILLED � TION L � II I COVER ETCHED *IRRIGA kill OUTSIDE OF BOX. ( OR O" ATI COAXIAL -CITY e REPRESENTATIVE. FINISH GRADE WHITEII I . I GA E MODEL I- fI I I V I iI II I I /y III III— NV« P PLANS RED EPDXY WATERPROOF BALL VALVE « I — BLACK CONNECTOR NH S _120 LT UP AIN D PIG — I II GKFlLL — - TCSPECS. RMATERIAL COBE C N -1 IUE - z"q ( :2 LONG) 90 COMP ON REQUIRED HOTY aTI N A�I I I MIN STRIPS X(CARSON OR AP PLASTIC CONNECTIONS A aaT �� SAND ABOVEANI E " I . FNO C IC RING SI V TURF " BEDDING D S D CONTROLLERSHALLBE IN T BED. MOUNT AREA. FIELD WIRESPIG TAIL EXPANSIONALL NOTE- LOOP CONNECTIONS 3" 3" « ( }C AC INSTALL E WATERTIGHT-OUTDOOR ![ `XY Fl CONNECTORS CONNECTIONS. FOR AU.FLOW M F 14 E ... OL WIRE SLEEVE - i I! FWIRE I II'I ' . � SIZE PER tc ss . ...IN IMMEDIATELY =11 I TO PRE URE S H CENCLOSURE MOUNT IN NG FL M •.•., °. . . . ° .- `` . , IISU'SUPPLY ELL NOTES: BLACK E E LL NON—PRESSUREPRESSURE SUPPLY NE MARLEXo' STREET ELL 1« INSTALLMFG. PRINTEDINSTRUCTIONS D LOC V CODES. LOCATION TO E APPROVED IN Fl Y E CI INSPECTOR FLO S — SIZE C NON—PRESSURE LINE TO CONSTRUCTION. D of PRESSURE SCH Q C NIPPLE METER SM f (2} PLACES LINE 2« SEQUENCE OF RE SEQUENCE O CORRESPOND TO E PLAN'S DESIGN REMOTE CONTROLVAL SNON-PRESSURE N VALVE AS REQUIRED « U S - SIZE ICE • « RUN E A E OR ) TO FT RCV ON EACH NO DIAMETER OF NON-PRESSURE 1« L » T » 0 , CURBS, I GA STRIPS, BRANCHAINU F FUTURE U PIGTAIL R 4R H CER D MINIMUM Df ( Di 1 E SCH « UNE EDGESN. R AT E ENCLOSURE UNINTERRUPTED ' 4: COMMON WIRE TO BE WHITEAND CON. E TO E CK NO ug U( OF FLOW M } D $ 12» OND G F D ING AT ENDS. « USE ON ALL MALE THREADS. I COL I« P AGGREGATE PRIOR TO INSTALLATION OF « UNINTERRUPTED P 0X 3• ROUTE SLEEVING AROUND HANDICAP RAMPS. INSTALL HEADS INTERNAL CHECK VALVE AND PRESSURE2« INSTALL CONTROL VALVES A MIN. OF 120 . U D ING« M INM MULTIPLE FLOWONS �E METER/ « PIPING PA SU C T C L REFER TOC CO PEN N E P E IRRIGATION 5. CO O VALVES. « PCE VALVES E R 3. IN VAL X P HERE POSSIBLE N SIDEWALKS. DISTANCEFROM " SM NO. 12 E(2 MIN. TO 36" DE TO TOP,OF PIPE LO 4. CONNECTION AT I ONLY. AT G T STRUCTURES OR !NG« FLOW STRbCTURAL ) 5« PLACEA E PRIOR To INSTALLATION OF VALVE BOX. TURBU S. LR DOME ANTENNAP T TO BE CONNECTED LOCAL R 10 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATED AND E CITY YARD'S ALCOMPUTER Y NU PRi AC PT • I SPA MAXIMIZEDIST CONNECTIONS FL MMTH OKE V 7. EC IC DEVICES E ND LOCAL E. Nil If lllilillillillilli'l Bill CONTROLI-ERASSIMBLY GATE vALvE IG TIO NO S FLOW METER SLEEVING all « NEW WATERME f ), PROVIDED YGG , I REQUIRED AT POINTS CNECONTRACTOR SHALL E ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A N ) D31570 CONTACT ACT COGA WATER N .14� «ta DNA 4t4. « FO COSTS INSTALLATION PROCEDURES. (USE MHWM14 GAUGE YAM) OASE SOCW OVER END OF WM 2. TYPICAL POINTSF CONNECTION CONSIST OF A NEW WATER FOLLOWED APES UR T (I EUI " " Aurj POP-UP F H Y T BY BACKFLOW ON CE, FOLLOWED A R FOLLOWED METER, FOLLOWED A MASTER VALVE. ALL EQUIPMENT SIZ PLAN. INSTALL ALL ° YUWS aNA Y f EQUIPMENT PER STANDARDS DSPECIFICATIONS. MANUFACTURERS' � SIDEWALKS, S i/4 ABOVEFINISH GRADE OU731DE OF SEi PLM « FINISH GRADE RECOMMENDATIONSTo D LOCAL CODES. A LOCATION F E EQUIPMENT MnT E DIRECTED ONS A REPRESENTATIVE OF E C DRAIN C FINISH E FET. _ II III II III IIR °' OK ON G E IN IN Au DS GK, ENCLOSURE 0 0. — T I D OSE o« BE D P L TN ENCLOSURE, I PVC COUPLER • F T STREETAND SCREENED SHRUBS HEN POSSIBLE. Cr - ®I IIIIII II I IIIIII�I I UlfOWN I ' I« �- 11ba . BACKFILL - SEEPAVED E FOR DESIGN CLARIFICATION ONLY S E INSTALLED : e D C4« ! DESIGN IS C, PIPING VALVES, C. SHOWN I 1EEI I I II C4 •® SPECS. FOR•IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE 9OX GO N REQUIREDI It t t- SP INK E LIG , SID , LINES AND EQUIPMENT, AND HC4 'III • ® allNa cat I I _ « i N- R U E LINE; 5. PVCSH WIRI TO END OF BASIE SOCKET To AsSURE =T 8CO CTO I CONDITIONS DIMENSIONS SHOWN N I" F A PIPE II SGH. E PIPE IN PLANS AT E S IO T N F K« II ENCHDISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 0 ADV.U U GH 80 PVC NIPPLE ®• r • •-III (MINIMUM 2» ®44 •• I IIIII `y II I11I ORD LONG) 6. THE CTO FAMILIARIZE HI SE / PEN-TM CONNECTOR UNDERGROUND ES, PIPES, STRUCTURES, TAKE S e SUE SUPPLY LINE.- 00 SaoU ®e I SGH« /CL 315 SNAKE RESPONSIBILITY R P /REP GE , AT CTO E RIPE IN TRENCHCITY, FOR E OF UNDERGROUND FACT A ®e t ) 031571 CH pNIPPLE - » NM 401 L 7. LARGER 14M a 1 - �--- C C ADJUSTCONTRACTOR SHALL FLUSH AND PIN S VALVES SPRINKLER 1I COOL IR R BUNDLETE LL FOR U COVERAGE MINIMALO SPRAY ONTO S, , Y 3 D 1=1 I D TAPE T 15 O.C.O.0« D « I INE E SELECTION INSTALLATION F A 1=1 I I I E ELL _ ETOSSUCOMPENSATING NO SCR (PCS) t SPRINKLER S T PRESSURE SUPPLY UNE , I I I I I I f f I I INITIAL CONSTRUCTION. 4 t I I I I 111:7 » « PROVIDE I . OF D• N OBSTRUCTIONS ( STREET , BEDDING D S ING C.) R RE E SPRAY PA OFSPRINKLER HEADS, SO ToMARLEX 9(r ELL PTHE R PROPS CO RG E IRRIGATION CONTRACTOR FIEADJUST SPRINKLER INSTALLING A QUARTER CIRCLE OR HALF CIRCLE NON-PRESSURE SPRINKLER HEAD ON EACH SIDEOF THE OBSTRUCTION SO AS T PROVIDELATERAL FITTING PROPER COVERAGE. ALL ADJUSTMENTSSHALL ME AT NO ADDITIONAL COST AM MNG CONTEFITS OF SEWN PACK tCK IN NONON-PRESSURE LATERAL UNE T EC D OF PACK AND INSERT CONNECTOR TO1. PIGTAIL LOOP C L E A I DIRECTION. « IN ONE (1 P GE I 0 E ENTIRE N of E MOTES: D. « PRESSURE UPPLY LINE' OPOSTE Awl 2 1/2» AND SMALLER 18'DEPTH" MIN. DEPTHNUN E FARTHEST REMOTECONTROL } NEACH �N« 1. DEP OF U SHALL E E SOIL 3" D 2 " IM. NOTE-- PIGTAIL H G t AT ENCLOSURE. IN TERMINAL STRIPS CONDITION OR 3 I «ENCLOSU E FOR IRRIGATIONWIRING. 1« L HEAD 2» T » O , CURBS, HARDSCAPING, MOW STRIPS, 1 « IRRIGATION SYSTEM IS WEDUPON A MAXIMUMF 3 INCHES OF WA 0 E F N. P EEK 2 INCH RPE E D P T • USE T N ALL MALE THREADS.( OUNDCO /SH U S) APPLIED FOR 8 HOURS A NIG /5 DAYS A WEEK Y N MINUTES AT F} 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE BETWEENE HOURS OF :oO P.M. TO a A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATEATA TIME. AIWA COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4« HEAD CONNEC71ON AT BOTTOM INLET ONLY. 11. THE SYSTEMIS DESIGNED FOR !NIU OPERATING PRESSURE AS MIN I life S PER HON A i OF� NNE N« E I U F ONSIII IBM MINUTEIS SPECIFIED. E IRRIGATION CTR S t E -TREE BUBBLER, So 0 AVAILABLE WATER PRESSURE T THE SITE PRIOR F mammon P coNTR0 WRE S1`0Ma'L1tA";3NG TRENCHING AR CITY.INSTTfOtJo C EB S ROU T E A ON F E LL CROSS IP (TYPICAL) A SPIKY POP-UP C"emw 12« AUTOMATIC o T ENSE ET-2000-12-PHONE CN » « 1 " SPRINKLER - ANGLE PIP :'S MOD PS E.IN INA STRONGBOX (SB) 24S%120 VOLT CONTROLLER/ELECTRICILE / -1, -11 ! / E N N P LAN IITTING VTYPICAL SPEGIFl �D aV. ELLS ENCLOSURE. ou ( P - ) TOP F E C C SGH ADAPTOR SPECIFICATIONS CO • H UNION AND B NER ENCLOSURE E UFU PROVIDE I PROTECTION IN ENCLOSURE ' (TYPICAL) V X _ WATERPROOF H " P;-UP RF ROTO D Y SET TE OPERATIONAL to To E G ACCEPTANCE. AG io TION of E � LL UNDISTURBED IL (TYPICAL)L) N (CARSON R EQUAL) R NIPPLE CONNECTORS EQ ON SI CU 1/ FINISH GRADE AOFE C « 4LL HARDSCAPING C CONTROL Y ENCLOSURE, BACKFLjDW PR -NCL SUE TO E IEC A REPRESENT Y NTCAST � NC E 1 RUB CYASSEMBLY CONDUIT NE FOR THE SHRUB MIN. -NP-1«5"IRRIGATION U NIPP -CONDUCT S D S E RESPONSIBLE FOR THE POWER HOOK-UP F FINISH GE w CARSON O QU (4) PLACES EIRRIGATIONCONTROLLER. ELECTRICAL CONDUCTORS D TO E O LLER PROegosL , , D V SEQUENCE VIE Y , COORDINATED P R LOPER. 1« U LY I 3—INCHES IN DIAMETER : ; IN14« PINK H E BPERPENDICULARTo FINISH GRADE L ALL RECEIVE C T e®°.; FINISH GRADE NIPPLE T E IRRIGATEDUN S OTHERWISE D IG DON E PLANS. BLOCKS. , I — -- t 2. SEE I 3 X 12" PER -aSPECIFICATIONSF AMOUNT F 33 QUIC sP VARIES POP-UP SPRINKLERS HEADS IN S E INSTALLEDSo CC T U THRUST LACK. COUPLING v SIDEWALKR ) THAT E TOP F SPRINKLER H IS 1/4" O FINISHED GRADE I ERUTH PORP � of RE MOD NAN RUBBERGASSENSOR • D r ° DESCRIPTION OF REVISION DAA•Y,�TE WHEREGE Ct.AFOc n STAINLESS STEEL FINISH" LAMP _ ® ma ® REQUIRED � HNIPPLE GENERAL IRRIGATION NOTES 3 APPROVED MINIMUM ( ) PIG TAIL EXPANS16N o PVC SLEEVE (MINIMUM4' LON0 THRUST BOXG) : , ; - REQUIRED R A. CONCRETE 68, fillTREE TRLINK AGGREGATE Bill LOOP ( IN 4" } . . PI THROUGH AD P H NIPPLE O G — I Y W/UNION CH 40 PVC APPROVED TREE G FINISH 2" S Prp TT (r ATER (2) PLACES TYPICAL (2) PLACES V fill ELL All� eOF W a .®� 3 4» H EXISTINGSCH 40 PVC MALE E E. SCH NIG AGGREGATE 90% COMPACTION R — MARLE)( 90' STREET ELL PRESSURE COMPENSATINGREQ RED fSCH 40 BRASS NIPPLE - • BUBBLERS ON 1/2' DIA. 2e LONG • co BU BL SHALL BE LOCATEDTO METER E H 0 NIPPLE ANTI-DRAIN UI •a V1 I T%"1 0`1 F RAN AT INN G LIMITSOTOLINE TO CONTROLALLOW FOR VISUAL COMMONSYSTEMS MAINTENANCE ACCESS. CONCRETE CCWD STANDARDSTHRUST K ELBOW MARLEX 9(r STREET ELL TYPICAL PER (4) PLACESNON-PRESSURE SCH 80 PVC 90• C OR DUR WA t)I TED FITTINGS s I BE PER LATERAL NG , IRRIGATION DETAILS & STREET ELL l VERIFY WITH CCWD H NIPPLEN U NON-PRESSURE LATERAL UNE URE SUPPLY DES. GENERAL IRRIGA11ON NOTES . H SXT E . I. IPP CO 1« R UNE 1 EQUIPMENT INSTALLED AT A MINIMUMOF 24" FROM ANY SCH• 40 PVC LATERAL 4" N PRESSURE SUPPLY UNE UCTURES OI 2« MUST V Y U DRF. 4LONG) WHEN UNIT A QE. BUILDING ETC.) «)IRRIGATION LINE « A MINIMUM OF 9 OR ING« MOUNT ORNON-STRUCTURE SU SID. NO. BUBBLERSUMP' L CONDITIONS .IN V INHR PIBLE N SIDEWALKS. 4. ORIENT UNIT P `REQUI DEEP WATERING. N « NO 1. 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RosmARms AN • ROSEMARY BY M4blb OF A ROT MUM OR 820L TO A DEPT14 NO LEN IMAN 8 w w w w W w w w � t"G • W w w W w W / / / / / / 4# 4 ' w T W W W •4 Qup FF r 101-01 rwm Fm umTRmLA Ir .. 04 AVAILABLE FROM AGIJNAGA • GENERAL PURPOSE e OFt AFrROYM ECLIAL / /' / / C24 CIRE by2g_ QUANTITY AlEeREVIATION• ° SOL SUJRJR 10 24 HEM• ♦ 12-12-12 FERTLUER / / / / / a' W I TA SIZE AFtER SOL PREPARATION AND NOTABLI&WIENT OF GRAM , ALL AREAS TO RESORAVE AS ROMPED® / / / / / `� DESCRIPTION OF REVISION DATE CITY LOOK,FRMLE AND T PRIOIQ TO LAYING OF TLIRF, / / / / APPROVED L : ' t PIRWTION A ONLY.AS N LAYING KA"W, USE A SMAIRP KNFE TO CUT GOP TO "cs Y SM NOW 2, 00 NOT LAY ENrM LAM BEFORE MIERN& WMW A `NF NCHU"'% CUC%A'M' " U/-%NUARANCHO SUMMIT ♦ AMM LAYING,SM, ROLL LISMY TO 9LMNA19 AND TO FORM GOW COWACT W1111EEN SOP ANP SOL AV100 WAVY ROLLER OR EXCESSIVE NMAL UAATERNG WMM MAY r3O / / / / TREE & SHRUB PLANTING PLAN SOL T ♦SURFACE / / / PmTEH0MS/DMjWMB TIMES UNTL ♦ TMTMM AT RM"ARWERVALS TO lQEP GOD MOST AT • ROS PRO Approvedo ♦ DATE: APPLICATION, • CITY i b. ALL LINSI=290RUY ESTA19LOMW SM SMALL BE AND NO&V LAD tf REIMPIESENIA DESIGNED BYREGOMMENDED: T own 1W ° DRAWN BY1 aularineAve., SHEET '. Suite 160, 1 Lml 5 OF 33 CHECKED BY.• � �Osta Mesa, Assaciate � DRAWING NO. • llfornia 9 SCALE, Lwndreape Arcbllretnte t714)a34-9803 (714)434-9109 FAX 1. CONTRACTOR SHALLI LANDSCAPE ARCHITECT SITE ,CONDITIONS WHICHINSTALLA11ON PER PLANS SPECIFICATIONS. CONTRACTOR SHALLRESPONSIBLE AND RE-INSTALLING IRRIGA11ON EQUIPMENT, AND REPLANTING WHICHINSTALLED CI i . F COMPACTED OOD CHIP SHALL2. CONTRACTOR FOLLOW THE DETAILS ul H. TOP OR Dr IN ( NC H I , PLANT I REQUIREMENTS, f ILL H C , SIDEWALX, C. FINISH REQUL WITH NO ROCKS I . GREXIERTHANr r v P IIJ . FAMILIARIZE L PWANG BASIN. UNDERGROUNDLI , PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITYI / L C , AT NO COST TO . THE CITY, Y I FACILITIES. — N 4. NO PLAN71NG LL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTIONM (2)TIMES'MEWIDTH OF THE WITH THE INSTALLATION SPRINKLER Y SHML CUT EDGE COMPACTED COMPLETED, FINALESTABLISHED, L SOIL AREAS HAVE BEE ELY SPECIFIED, AND THE WORK APPROVED BY THE CITY. 5. UNDISTURBED � ALL PLANT f SHALL U TI Y I NOTES: AND LANDSCAPE ARCHITECTI TO INSTALLATION.' FINAL LOCATION I. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR OF SUBMITA P INSPECTOR F APPROVAL MATERIAL SHALL J L '. U t REPRESENTATIVE OF THE AT 2. MULCH U D SHRUBS DIRECTED N E S D BLEND CI I C INTO EDGES AT GROUND COVER AREAS. 3. MOISTEN MULCH AFTER IN TION TO ASSISTIN COMPACTION. RESPONSIBLE6. CONTRACTOR IS LL REPAIRS AND/ORL 4. PLACE NO MULCH WITHIN A 6* RADIUS OF THE CROWN OFA WOODY P OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT , THAT IS A DIRECTULT LANDSCAPE AND/OR I . REPLACEMENT ITEMS SHALLEXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS APPROVED BY THE CITY. . QUANTITIES ONLY. FINAL QUAN1111ES FOR PLANTMATERIALS INSTALLED L GOVERNED Y THE INDICATED LANT SPACING REQUIRED. SHALL PROVIDE AN ADDITIONAL FILLER LISTIN BID. FILLER TO BE SPOTTED ON SITELANDSCAPE Y UNUSED PORTION OF THE FILLERLIT SHALL BE CREDITED OWNER. GREATER r THAN N ® U Jf� AREAS OR I J T I ) AREAS,LANDSCAPE A CONCRETEIS REQUIRED, CITY STANDARDS AND DETAILS . rfING P CLEAN—UPLAN 9. LL TAKE PLACEIL IUNLESS APPROVED BY THE CITY. NEW RUBBER AT POIOF H OVER WIRE CONNECTION. 10. LL IL LL I G&V STEEL CAME SPACM i L SOIL 11 L DEPRESSED IMA N. EQUALLY ��aa DLA. X 3• IL'TEST RECOMMENDATIONS (SEE SPECIFICATIONS). TTI .L TO 4 WOOD CHIPMULCH. OF 2PIPE - EXTEND r TD "REQUIREDI I I UI FINISH E PER FINISH GRADE TURNBUCKLE � OR EO IN 1, . . .) RF . BERM CY. I I LI RF TTO IGHTLY WATERING COMPACTED 3 IN FO 120 LRESIDENTIALINSTALLATIONS.aUND GRO—POWER PLUS4* WOOD CHIP ULCH IN PLANTER. ROOT BALL ll. LANDSCAPE LL RECEIVE 4" OF CITRUSCHIP MULCH UNDER ALL Puw PIT To 2' TIM ES THE TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER , WIDTH OF THE BALL CITY STANDARDS AND DETAILSGRADING ACCOMMODATEOPERATIONS SHALL ULC . CONTRACTOR SHALL ROOT BALL SUBMIT A SAMPLE FOR THE CITY'S L PRIOR TO PURCHASE AND BACKFILLNATIVE NATIVE PLACEMENT. C AVAILABLE K 3" NO3 D GREATER, DIAMETER. THANDUCKBILL OHO UNDISTURBED NATIVE SOL —EARTHWORKS R EDQU}TOTAL 13510 I U TIMESPLANT P EWIDTHT TO E 2T CALIFORNIA 1• UlfrgaEF CRACK NG AT UNDI R IL PHONE: 1 NOTES: 1. INSTALL O TAUT TO PR D R TION OF LIMBS. SHALL BE CLAMPED OR CRIMPED NOT 7WISTED. P GENERAL.PLANTING NOTES COWAINER PLANTING MEE GUYING criyomm W BOX OR LARGER N ONE HALF OF SPACING LIMIT OF PLANTER AREA UI S �D TrE 70 BE PLACED AS kM AS POSSIBLE ONE HEADALLOW FOR WIND FIMM OF n E SPECIES GROWTH BUT Wr SO W E PERMITS. Ar OR ALLOW E HEAD TO DROP. MAI �. 2 N q�F4p F �OF y 2" CINCH TIES APARr ATTACH WITH GALVANIZEDr 120 MAXIMUM— LODGE POLM DESCRIPTION OF REVISION DATE CITY APPROVED xaDIA. LODGE POLE NE STMES WITH WOOD DRIVE r STAIN,2" G A TO UN- DISTURBED 0 POSMON ORIGINAL GRADE STAKES OUTSIDE RDOTBALL UA IN PLACE TO FORM WATERING BASIN. LOCATED OUTSIDE OF PLANT PIT, NATIVE BACKFILL WITH CITY OF RANCHO CUCAMONGA NO ROCKS GREATER THAN 3" DIAMEUMM NOTE: R=BALL PLANT PIT TO 2 I r 1« ALL SHRUBS AND ACING (TRIANGULAR)UULC OTHERWISE INDICATEDT EQUAL TIMES E ROOT BALL PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. PLANTING DETAILS & a WHERE2. ADJACENT TO WALLS, WALKS, CURBS SIMILAR LIMITATIONS, ALL SHRUBS AND GROUNDCOVER GENERAL PLANTING NOTES HALL BE PLANTEDT THE DESIGNATED SPACINGR FROM SUCH LIMITS. SEE LEGEND FOR SPACINGREQUIREMENTS. . SPACING REQUIREMENTSTHE I QUANTITIES N F P L . PLANT QUANTITIES INDICATEDr a d L TI L . 2: R -- STAKES 70 BE MB PARALLEL CITYENGINEER 24953 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. . FOTREES LOCATEDDESIGNED BY. RECOMMENDED. 4. AIL A,THIS . I T NQ AILmommmmummmammmmm� DATE- WW= DRAWN BY: 150 PaularinoAve., SHEET uie 160, SHRUB AND GROUNDCOVER' c DOUBLE STAKED TREE-FCHECKED BY. Costa Mesa, -OF 33 SPACING DRAWING NO, a 2V BOX OR SMALLER Bc AssaclatesCalifornia 92626 tand#Cape ArcAdtactara (714)434-9803 (714)434-9109 FAX On r r t t f t final field observation, Contractor ll deliver . All i t bear following markings: IRRIGATION CITY OF RANCHO CUCAMONGA the corrected an completed sepi s to the it of Rancho Cucamonga. . Manufacturer' SPRINKLERIRRIGATION l I Delivery of the seplaswill not relieve the Contractor of the responsibility b. Nominal pipe size of furnishing uir information t may be omitted from the prints. c. Schedule or class PART 1 - GENERAL C. Controller Charts: d. Pressurerating inP.S.I. 1.01 DESCRIPTION 1. As-builts drawingsAs-builtll be approvedthe CityRancho c f r controller t (National NSF Sanitation Foundation) approval A. Scope of Work: Provide all labor, transportation, and servicesnecessary to areprepared. ® . Date of extrusion a All fittings II r the manufacturer'strademark, material . ti size,i install Irrigation t n on the Drawingsdescribed herein. 2. Provide one controller c rt for each controller sequence. applicableI.P.S. schedule 80 andi of approval. B. Standards: llwork and materialsall comply it governingsafety orders, . h rt ll t areacontrolled t automaticcontroller ll h i . standards, regulations, t tminimum requirementso theStandard sizewhich thecontroller o r ill ll Non-Pressure PVC LPiping: Specificationsr Public r Construction (Green n } I t edition. • The chart is to be a reduced in f the actual installed syst ev , in the event the 1. Non-pressure rur.i lateral l li n ` r. .in ll cul .it solvent-weld joints nt controller un i not legiblen drawing i reduced, i ll enlargedt i that when installed in planting areas. ° IREQUIREMENTS . Permits : Contractor II obtain for n !i permits n will readable n reduced. � on - r ur lateral line pipinginstalled under pav r ll be PVC Schedule it I nt i joints. II i required. chart ll Ick lin r lu lin li ri ndifferent color ll t indicate the ar f coverage for each station. 3. Pipe shall be made fromv I, Grade 11 PVC compound conforming to ASTM B. Manufacturer's it ti : Manufacturer's dit tion nd detailed drawings shall resin cific ti D1784. All pipe must meet requirementsforth in Federal Specification be followed in all cases wheremanufacturers f articles used in this Contract furnish completed rov , the chart shall be hermeticallyI n two piecesf PS-22-70 with an appropriatestandard i i ratio. directions cv ri `t t shown in the DrawingsnSpecifications. plastic, each piecei ini u mils. 4. Except noted in paragraphs 1, 2, and 3 of this cti ( 1 ), all requirements for C. Ordinances and Regl i : All local, nici I and state laws, and rules 7. These charts ll be completed and appr v ri r to the final field, ry tin f n� r ur 1 t r l lin i pe and fittings ll be the same as forsolvent-weld pressure regulations r relating t portionthis r r incorporatedinto irrigation t in lin i fittings t forth i ti 1Specifications. and made a part of these Specifications, and their provisions shall be carriedout by the Contractor. i i i t Specifications ll not construed to conflict D. iMaintenancen I . r i n Fittings: with any of the aboverules, u! tin , or requirements of the some. However, when 1. Prepare and deliver to the City of Rancho Cucamongawithin ten calendar days prior to 1. Where indicated on the Drawings, use red brassr i conforming to Federal these Specificationsn r i call for or describe materials, workmanship, or completion of construction, two hard-cover, three ring binders containing the foll i information: Specification 1. construction of a betterlily, higher standard, or larger size than is required the° a. Index sheet which statesontr ct r"s .name, address,. n telephone number, and which Fittings II be red brassf r i to Federal Specification #WW-P-460. aboveIregulations, provisions f these SpecificationsDrawings II tprecedence. lit c installed equipmentt ri l item incl'uding names andaddresses f manufactures local representatives. . r i n Fittin D. Explanation Drawings.- b. Catalog andr t on every material and equipment item installed under this Contract. 1. Pipe: Type K, hardtempered. 1, Due to the Scalef the Drawings; it is not possibleindicate all offsets, fitting, c. Guarantee t t t. . Fittings: wrought copper, solder n . sleeves, ., i required. Contractor ll carefully iv ti at t . Complete ti maintenance instructions. all major equipment. joint structural and finished conditions aff ti ll of his workplan his workcc r in 1 , 2. In additionthe abovenio i t nc manuals, provide the City'smaintenance r nn I Joints shall be solderedit it r solder, silver, 15% copper, 1 zinc, iu , furnished fittings, etc., required t t suchconditions. r i r it instructions r major equipment o evidence i rii t t it f RanchoCucamongasoil u t 1125' n li i t 1 145 generally diagrammatic indicative of the workinstalled. T r ll be at the conclusion of the project that this rvic has been rendered. GateValves.. installed in such a mannerto avoidconflicts t n the irrigation system, planting E. Equipmentt Furnished:architectural features. 1. Ball Valves ( % " and smaller) 2. All work calledfor on the Drawingsy notes r details suchfurnished n installed 1. Supply as a partf this contract the following tools: . Ball valves ll be a 125 lb SWP bronzevalve ih threaded ends and shall be equipped whether r not specifically mentionedin the specifications. o (2) sets of special tool required for removing, i lin ju ting each type ofwithtit lhandle. b. Il valves ll i s r r I. 3. The Contractor II t willfully install t irrigation system h on t Drawings sprinkler l r n lv u li o t i r j Wct. c. All Ball valves shall be installed per detail. when it is obviousin the field that obstructions, gradeiff i c r discrepancies in area . T ( ) four-foot Iv r operation of gate valves. dimensions ei t that might not have been consideredin engineering. Such obstructions r c. ) keys for each automatic controller. 2. Resilient Wedge Gate Valve " and larger) differences shoI t to the attentionthe Cityf Ranccamonga. In the d. One (1) quick coupler y and matchingswivel for everyfiv ( ) or fraction r f of a. Resilient Wedge Gate valves ll be epoxyt ui it " operating nut. event t i tiff ti n is not performed', the Contractor shall assume full responsibility' for each type of quick couplingvalve installed. b. Resilient Wedge Gate valves ll supplied tt approved u I. any revisionnecessary. . The abovetion ui l shall be turned over to the Cityt the conclusion of the project. Before c. All Resilient Wedge Gate valves II be installed til. SUBMITTALS finalobservation c occur, evidence h t it ivmaterial t t it f A.® Material li t: Rancho uc n . G. Quick Coupling Valves: CW 1° i I 1. Quick coupling valves ll two-piece i f r i ur of 1 .I.1. Contractor II furnish t articles, equipment, materials, or specified name i t Drawings substitution ill ll it prior written Handling f i n fittin s: The ick c lin y Iv s ll r I i ick ler . i n t II Contractor i ti n t x rri c r lin I i , u l i , shown on tDrawings. Y be as approval t it Cucamonga. n torin i fittin All i ll transported in it i 11 t length f i ® . to lie flat so as not to subject it to under bending or a concentrated extern I load at any point. Any section H. Backflow PreventionUnits: 2. Complete t i Ilist l l be submittedprior rf ing any work. Material list h ll of pipe that. . r a ill discarded, n ifinstalled, ll replaced it npiping. include t manufacturer, I r, description f II materials I . t t 1, cl prevention no.on unit II f •i t .i is t t irrigation tr n r .i Install Although manufacturer and other information may be different, the followingis a guide1.05 SUBSIITU11ONS backflow prevention units in accordanceit the Drawings. to proper submittal format: . If the Contractor wishes to substitute anyequipment r materials for the equipment or materials listed on t y strainers t backflow units II v bronzed screwedi l I Description clot I . Drawings no r vi i t following information o it Ranchoc screenllsimilar t it 1 r equal. for approval: statementii1 I r v t r c -Y- . All pressure in lin n point connectionL l r y nt r shall be r yr rn is tin t reason r kin t tituti separate t f iut tiController Calsense T1- each item t submitted. installed required local code. TContractor ll verify it t local governingy t . t Valve 1 material t n installation roc ur r°t r to startf construction. u ii r in r approval. Etc. t . Etc. 2. Provide descriptivecatalog literature, performance charts and flow charts for each item to be substituted. Irrigation itl I must be specificcomplete. All items must by listed andshould include . Provide the amount of cost savings if the substituteditem is approved. 1. Check Valves: solvent, primer, wire, connectors, valve, x , etc. No copies nuf ctur literature B. The City of Rancho Cucamonga ll have the sole responsibility in accepting or rejecting any submittal' it 1. Swing check valves n iI r shall be 200 poundW.O.G. bronze constructionit replaceable n approved equal t in materials lit t Drawings n Specifications. i i n, n , r u disc ll r x Federal Specification WW-V--51D, I ,(catalogt r required information. . Equipment r materials installed or furnished i ul prior approval of the Cityf Rancho 1.06 I . Cucamonga rejected an the Contractore required to remove such rnaterials A. The guaranteefor the irrigation system shall be made in accordance withattached r . The General 2. Anti-drainvalves ll be of heavyL virgin PVC construction it .I. . thread inlet utl t. from the sitet his own expense. Conditions and Supplementary Conditions of these Specificationsll be filed it the it i r to acceptanceInternal parts shall be stainless ! and neoprene. Anti-drain valve ll be field j t l against of t irrigation Lem. drawoutfr to 40 feet of head. Anti-drainvalve Il be similar to the Vlcn " " or approved . Approval of any item, alternativer substitute indicates onI that the product or products equal. apparently requirements f Drawings n Specifications n i t . o f tGuaranteefor II incl int operations manual. information or samp1 it . The guaranteer all be re-typed ontothe Contractor'sletterhead n ll contain the foll in ntrol Wiring-. . f ctur warranties h ll not relieve the Contractor of his liability under the information: . Except as noted otherwise, connections between the automatic controllers an the electric control guarantee. Such wrr ti Il only supplement the guarantee. GUARANTEE FOR IRRIGA11ON SYSTEM valvesll be made withdirect burial copper wire . 600 volt. Control wiring installed in control hereby t t t irri tin furni installed i t f defects i . it conduit within structure !l it solidcopper wire. Pilot it lldifferent iff r t B. Imaterials and r n i n the workn completed in accordance withi n Specifications, wire for each automatic controller. Common wiresll be whltei iff r nt color tripe for 1. The Contractorll provide and keep up-to-datecomplete record t of blueline ordinaryr and tear, unusual abuse, or neglect excepted. We agree to repair or replace an f ct -ispecificationsc automatic controller.'r.� Int !I i accordance it valve manufacturer's r' . n . t rt. ozalid printsi ll be corrected dait , showing everychange from the original material or workmanship which may developduring period f one year from t of acceptance and -alsoto ln no case shall wire sizeless t . Drawings cifi tin n exact installed locations, i kin ui nt. repair r replace r ultin from L repairing r replacing f c f ct additional, costs ® • . Wiring shall occupy the same trenchI1 be installed aI the same route pressure uI r Printsfor this t rn from the City of Rancho Cucamongat cost. to the City. We shall make suchit replacements wit i reasonable time, as determinedthe City, lateral lin h ri t This t f drawings shall t n i n shall u my record t. afterreceipt f written notice. In theevent f our failure t suchrepairs r replacements within ` reasonable time after receipt of written notice rCity, authorize it proceed t v i . r r t n ( ) it i l i trench, t wiringll t together intervals f . Contractor Ii legible notations on t record in progress r air r replacements ct our n ill t charges therefore n fifteen (1 feet. Nos sheetsit t r , i t r actually installed. r example, f should a piecef equipment be installed in location that does not match the plan, the PROJECT- PARK "C , RANCHO SUMMIT - TRACT 14759 4. An expansioncurl shall be providedwithin three ( } it connection. Expansion curl Il Contractor must indicatethat equipment n relocated in graphic manner fff.c. t length at eachconnection t electric l valve, that in f repair,. y � nLOCATION: Y I ' t t toriginal i indicated int irrigation i relocated equipment the valve tma be t to the surfacewithout disconnecting the control it . Control wires shall Q' and dimensions ill then be transferred to the original record drawingI t the proper time. I laid loosely in trench it t stress or stretchingit conductors. 3. Before �A�r of caL`� 0 the datef the finalobservation, L h shall all ADDRESSED:tin II lir ll it Scotch-Lok Connectli , . fromt "record drawing" prints t i rsimilar r material. ArrangementsPHONE.. T i it Snap-Tile it connectors., approved 1. DESCRIPTION OF REVISION DATE crrx through t i forobtainingi i r r i it r r material. only splice it c t sealing APPROVED Ii II work shall be in waterproofIndia ink andapplied the technical n made 1MATERIALS . Field lir between t automatic controller control iv ill not be expressly fru r material. Suchllsimilar t t manufactured . . . II without priorapproval f L it f Cucamonga. i r , of l , r r Castell. T dimensions ll t A. nil: onlymaterialsf r t ings, specified herein, or easily readable v n the final controller chart ( cti noriginal r approved I . " r drawing" I ll submittedt i f c for approval prior B. Pressure i i i Fittings: L I C I I p1I L I /-\ A t t completionft controllerc rt. 1. Pressure i linepipingfor i I II I 1 . I TY F A U A MUINUA 4. The r tr If i i r } r t i t rfrn , � c building corners, sidewalk edges, road intersections, etc., the location of the following items: 2. Class 315i . Il be madefrom r v 1, Garde !, PVC compoundi RANCHOU I - OLIVE GROVEPARK a. Connection to existingwater lines. to ASTMin Specification D1784. All •pipe must meet requirements as set forth in Federal . Connection to existingI ctric l power. Specification , with an appropriatestandard i i ( . .) (Solvent-weld Pi C. Gate valves. 3. Pressure mainline piping for sizes 1-1/2" ll ll be PVC Scheduleit lv nt d. Routing of sprinkler pressure fin (dimension x. 100" along routing). I joints. e. Sprinkler control valves. Schedule i ll fromr T 1, r 1 u conforming . Quick ti f control wiringlocations all lirboxes. t® resin specification 1 . All 'r t t requirements t forth i lApproved • ` : coupling9. valves. to t r future connections. -� 1® 1ENGINEER L Other related equipmentit ct L City f RanchoCucamonga. Vsolvent-weldfittingsshall Schedule , 11--1 v -conformingt t DESIGNED e� RECOMMENDED: DATE: procedure D246 . DRAWN BY. 1 a l ri oAve., SHEET 6. Solvent cement primer forsolvent-weldi fittings11 f type andon- suite160, installation t r cri e the manufacturer. CHECKED BY. ®sta Mesa, Associates California 92626BC DRAWING No. Landscape Architecture (714)434-9809 (714)434-9109FAX CITY OF RANCHO CUCAMONGA 3.03 INSTALLA11ON 3.05 EXISTING IRRIGA11ON SPECIFICATIONSTrenching.continued.... A. rit necessary texcavate t t i tin , t nr t r ii u II i I1. i tr nc r i t n u ort i inu I tt tr n . i j t avoid *injury n txvi irr t K. Automatic Controller: t t , roots grade. Trenching excvill follow layout indicated the is occur II °( } inch larger. as h All r t } inc larger r i r, except directly n . v® for in, f twenty-four is cover for irrigation linstalled vil it burlap t1. Automatic II f i n t n o t r int t f i conduit, !I under vin r rr , prevent c rr® r excessive drying. ditching machine is run closeto trees v` roots , Final location ut tic controller(s) shalC be approved by the Cityf Rancho Cucamonga. smaller than t } inches i diameter, t II f t trench adjacent t t tree 1! be hand . Provide f minimum f twenty-four i cover f II r supply If trimmed, { cleant through. t 1} i larger { diameter ll painted i Unless3. tDrawings, t 1 volt i ctricI r t c t tic t r ( ) inches r larger i diameter. t t f r i, 1. T adjacent treeshouldlwithintwenty-four controller t c ti t t furnished r . T finalelectrical hank® shall . . � r r this t l ' t r t trench c treeICini 1 } iccvr f !I pressure l i t responsibility f t Contractor.r. Provide far u f i n t it burlap . be L. Electric ControlValves: and one ! " inches or smaller . Provide for a minimumf twelve (1 inches for all non-pressure lines. 1. All electric control valves ll be the same sizetype shown on the Drawings. . Provide for a minimumcover i (1 inches for all control irin . 3.06FIELD I 2. All electric control valves iI have a manual flow adjustment. Refer7. to CityStandard 1 "TrenchRepair" when withinit r t susceptible to traffic jut nt of the System: 3. Provide install one control valve box for each electriccontrol valve. loads. . The Contractor shall flush and adjust all sprinkler heads for optimum performancet ControlM. Valve Boxes-, B. Backfilling: prevent overspray ontowalks, r , n buildings possible. 1, Use 10" " round x for all gate valves. r Industries . sleeve f u tri #910-1213with r bolt-downr r approved I. Extension I v shall be PVC withminimum 1. The trenches II not be backfilleduntil all required ts are performed. Trenches iI 2. If it is determinedJu t ts -in the irrigation ui nt will provide r be carefully ckfilled with the excavatedI r v r backfilling, consisting f earth, t , t 'Contractor ll u j t nt priorplanting. Adjustments i f ix i , nycy, , r r approved materials, free r large clods rl include changes in nozzle sizesr f arc as required. 2. Use• 1/ " x " x 11" rectangular f all electric control valves. Carson fill llmechanicallycompactedin landscaped r t r sit equal tadjacent Industries it greent- n cover r approved equal. undisturbed it in planting areas. Backfill will conform to adjacent grades without dips, sunken 3. Lowering raisedi { r heads by the Contractor shall be accomplishedwithin (1 0) days areas, or other surfaceirregularities. notification t r " . City. y t Carson. i t " l ti v lv x f r II is �c u lin fv . Industries it r n flex-lock v approved u I. 2. A finer l r material backfill will be initially I n all lines. foreign matter larger II sprinkler 1{ be set perpendicular to finished r Iess otherwise desi t 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves installed within than one-half (%) inch in size will be permitted in the initial backfill. on the Drawings. on-grade landscaped areas. Industries # 1419-12B wi r n bolt-down cover l i tree will permitted l it approval i Yf nin °� or r valves �Ii t rapprovedI. manufacturers specification that l I operates t i pressure. 5. Use 1 " x 10-1/4" round x for all quick coupling valves installed wit in on-structure . If settlement occurs and subsequent adjustments in pipe, valves, rink) r heads, lawn, landscaped Industries 910-12B it green bolt-down cover r approved, equal. planting, or other construction r c r , the Contractor shall make all required ti f Irrigation adjustments without cost t City. 1. Contractor ll t t f it f c Cucamonga in itin g at N. Sprinkler least hours r n testing. . C. r nc i Backfill r Paving:1. !Isprinkler II f w type, deliver therat fprecipitation it the diameter (or radius) f throw, r ur , and dischargeo the Drawingsand/or 1. Trenches located under areas wherepaving, asphaltic concrete, r concrete will installed, . Test all pressure lines r hydrostatic pressure150 poundsr square inch forhours spec ifi ed in these special provisions. ll be backfilledit n layer four (4) in l the i ix ( inches ve and provet rti . the pipe) n compacted in layers t compaction, using manual or mechanical tamping devices. . Spray h ll have a screwadjustment. Trenches for piping shall be compacted to equal the compaction of the existingadjacent Note: Testing r ure main lines ll occur prior toinstallation f the electriccontrol 3. Riser units shall be fabricated in accordancei the detailsn on the r in . undisturbed it and shall be left in a firm un i C intl condition. ll trenches ll left fl valves. it t joinin r . ontr ct ll t o place, cap and pressuretest all piping under 4. Riser nipples for all sprinkler heads shall be the same sizethe riser opening in the sprinkler paving prior to the pavingwork. 3. All piping under paved areasll be testedunder hydrostatic pressure150 poundsr body. squareinch and proventri ri to paving. ` All sprinkler t t ll tmanufacturer. . Generally, i in under existing I i n Jacking, boring, hydraulic but ' n pressure in lines t l t ix ( hours. I I develop, I JointsJ 0. Sleeving: r n cuttingr breaking f sidewalks and/or concrete i necessary, its ll n repeat test until entire t . provenwatertight. replaced Contractor rt f t Contract t. Permissiont cut r r CP ' i I /orconcrete I ti from t City of c li1. Sleeving r v r for. ltl linescontrol wiringll All hydrostatic tests ll only i t presence f General Contractor and t Schedule r v i, driving ill permitted c underconcretevin • City of Rancho Cucamonga. No pipeIl be backfil.leduntil it has been observed, tested, and 4Z1 r r writinP. g.Vandal Resistant Controller Enclosure: Refer t it Standard r 1 "Trench Repair n within it streets susceptible I t traffic { 1. Controller enclosurell be of size and type shown on the Irrigation Drawings and Irrigation D. Assemblies: 6. Furnishc u all other test equipment. Detail sheet. 1. Routing of sprinkler irrigation lines indicated Drawings idiagrammatic. I t ll lines • t irrigation t i completed,, r coverage test °r t presence f the 2. A backboard . • ll be secured to the controller enclosure housingto providefor (and various assemblies) i u manner as to conform witht tile ' i City f n Cucamonga t w it water coverage Intro r complete ti t automatic controller terminal tri . nadequate. Furnish all materials andall work required correct n inadequacies . Install ulti Iassemblies 'in plasticlines. ProvideI i its own outlet, of coverage dueto deviationsr the Drawings, or where the systemillful{ installed . 117 volt I x box shall be providedit n On/Off switch, and a 117 v !t receptacle. ,/, MetaI as indicated the Drawingsit is obviouslyinadequate, without bringingthis the attention conduit shall run fromthe 117 volt supply to the controllerhousing. ll power within the housing . Install ll assemblies specifiedherein in accordanceit ctivdetail. In n f detail of the Cityf Rancho Cucamonga. This test shall be accomplishedf run cover shall be properly . drawings or Specifications pertaining to specific items required complete woperform suchis planted. in accordancewith best standard practicei ri r approval of City of Rancho Cucamong'a. terminal i ll be provided, clearly indicating the proper points of connection f all 8. Upon completion of each phase of work, the entiret ll be tested nd adjusted to meet app r ri t wiring (station valves, r valve, , central control). i n fittingsII thoroughly cleanedf dirt, , moisture 'Installation. it requirements. Installation an of t welding methodsII be as recommended by the pipefitting n t r. Q. Miscellaneous Irrigation Equipment-, 3.07 MAINTENANCE 5. On PVC to metal connections, ntr c r shall work the metal connections first. Teflon tape 1. Refer to the Irrigation Ians for sizes and types of miscellaneousirrigation equipment. or approvedequal, shall be used on all threaded PVC to PVC, and on all 'threadedto metal joints. A. The entireirrigation !I be under full automatic operationfor a periodf seven ( Light wrench pressure is all that is required. Where r connections , required, ri to any planting. 2. All miscellaneous irrigation ui t shall be as specified, schedule 80 or approved equal. threaded PVC adaptersinto which the pipesolvent welded. B. The City f Rancho Cucamonga reservesthe right to waiver shorten the operationperiod. PART 3 - EXECUTION E. Line Clearance: 3.08 CLEAN-UP 3.01 OBSERVATION OF SITEI 1. All` lines shall have a minimumclearance f six ( { c from c ther and twelve (1 inches Clean-up ll be made as eachportion f excess work progresses. Refuse and in shall be from lines of other trades, with the exceptionthe control it l v } which shall be installedremoved r the site, iI walks and pavingll be bloomedn d any damage II IdimensionsT r c r ll verifyall iadjacent t r ur supply li Parallel lin II installed it ctl over another.A. • sustained onth r others I repaired t tn.dimensionsiv approval t it f c Cucamongaprior i ii ith workr this ti . F. Automatic Controller Assembly. FINAL B. Exercise xreme care in excavatingn r i existing .tiliti .. The Contractor Install r manufacturer's instructions. Remote control valves ll be connected to controller A. The Contractorll operate each system in its entiretyfor the City ll be, responsiblefor damages to utilities i r caused is operations or neglect. i it time f int ovt ' Any not t it fRancho r Check i tiutilities drawings for existing utilitylocations. II be reworkedto the completesatisfaction f the Cityf Rancho Cucamonga. C. G. °r It Wiring for Automatic Coordinate installation f sprinkler including i , there llContractor ll show evidenceto the Cityc that the Cityiv ed interference wit tiliti r other construction or difficulty in plantingtrees, shrubs, II accessories, charts, r ios p groundand covers. , volt providedy nr .. c occur. C A . . . All electrical work shall conform to local c , ordinances, andunion authorities vi jurisdiction. D. The Contractor shall carefully checkall grades to satisfyhimself that he may safely3.10 SITE OBSERVATION SCHEDULE `" proceed t ting work on the irrigation . Remote Control iv ®fl . Contractor ®iI responsible notifying it n in v f � ` t following observation 'meetings, i t time indicated: • 1. Install r shown on the r r together, ll leastttwelve1 } i CITY ® between j c t valve boxes. Install r t control Iv i separate valve' . 1, re -- Conference DESCRIPTION OF REVISION DATE APPROVED A. l I to 1. Flushing fSystem: � . I Ii installation � hours 1. ri r i t ll ti , t tr t r ll 't t ut ll r ur u I lin , rotin n f location i I r . 1. After all new sprinkler pipe lines risers r in placeconnected, ll necessary d.iversiont r I line and sprinkler installation . IIlayout Il approvedt it f r completed, n prior to installation f sprinkler . Automatic controller installation prior installation. , t control v Iv ll n ll t fl t t - 24 hours I TY F A N H 0 '-*'U C A M I\J GN A B. Water I , Sprinkler heasd shall be installed l after flushing f t . Control wire installation accomplished to the complete ti cti f the city of Rancho Cucamonga. 1. The irrigation y Il be connected to waterIy point(s) of connection indicated . Pressure supply line lateral li testing hours on t in J. I Coverage test - hours . 2. Connections ll at the xi Ictin( ) shown on the Drawings. 1. Install the sprinkler system heads as designatedthe Drawings. ® inlr heads to be IRRIGATION SPECIFICATIONS 0 Contractori responsible for minor cu oI it conditions. r tll inti r shallequivalentin Ilrespectst t itemized. . Final observation C. 2. Spacing Il t t® maximum indicated t Drawings. I B. observations® v other t it n , Electrical ! . ll the spacingexceed the maximumrecommended the manufacturer. v� ce 'in writing of when and by whom these observationsr v 1. Electrical n cti r any and all automatic controllers shaII be made to electrical ► 6 i C. o It ry t0 ill cit without ° record drawI The DESIGNED BY: RECOMMENDED: i ( tin as indicated on the Dr i . contractor h ll not call for a sitevisit without " s-- i{t" record r i , DAM The City reserves the right to make temporary repait c r ` t Ri l r without completing tcorrections, or without preparing t t r opera DRAWN BY: - condition. The excercise of this right by the City shall not relieve the' said visit. 1 l ri Ave., SHEET ConnectionsII t tapproximatelocation(s) tDrawings. i i Contractor i responsible r minor n cause actual it iti r t r r n ® ®l«t under t , terms f the guaranteer , specified. Suite 160, L-14_017 33 Mesa CHECKED BY. ®fit ' DRAWING NO. Be Associates Califomia9 Lon dacapa Archttactura (71d}434-sBQ3 {714}43-91Q8FAX I I. Int t rt located in Iorrouncovrrasftr finish are first ni Sulfate-, Granular far containing not less than 1 % nitrogen sulfurSPECIFICATIONS t !i n II t ! calendar prior of I or sl! registered riet it layout of int within ! nin areasll rf rContractor cltr l miner, i t State Department f Agriculture approved t Lan rc i c n i y prior to I in . r for r watering f tr • iI planting of ll be excavateddefined in compliance wof rticl - Fertilizer t ri I ," Section 1030 of the rich l Code. PART 1 GENERAL appropriate dtl . oi! excavated from ! nting holes shall be amendedto backfill around trees shrubs • : using the followingmixture: . itGeneral: Soil II r in t Agronomic soils Maintenance ll start immediately after landscape irrigation n planting. ••Contractor II provideallmaterials, I i t incidental necessary Native, On—Site it with rock ngreater than " indiameter Maintain all In and r n a continuous ,s s r installedt II r completing aiI work, as indicated on the drawings, as reasonably implied, r as Gro Power !u �1 1 1 c lin intSpecifications follows. • r t r twork, continue to maintain tuntil final acceptance' f total Iran Sulfate I /c project. I any r dying plantss directed thec Architect and Tr stakesII I I i treet treestaking til n plans r further irepresentative. 1• Standards-, information. ii workll comply itgoverning c , . . f t orders, standards, n (T u for bidding purposes my, verify with is Soils Test.) reitulations, and meet the minimumrequirements t o r Specifications or . minimum. A. Irrigation: t irrigation system. established program t •i t .t iI Int Pu i planted r i It . Irrigation run—off 11 t tolic r Construction (Greenk latest it° n. After backfilling, construct srt r t r watering in run c plant, t allow l i u to irrigation t resulting from i t ce and equipmentand/or thorough water-in and establishment. 5.01 Scope of :1.03 int n cpersonnel, ll r r t itoriginal n iti li : n t n cost t tCity.A. If Contractors performingit o f nwork, must be licensed inaccordancePrior to installation f turf n run cover, remove water 'in from r r shrubs. Provide fImaterialsequipment n performi! orknecessary forn inci incidental it rt f h irrigation t {I u t• attention of t City. it t I t fCalifornia. r in turf areas t removed prior to styacceptance. installingall groundcover to Int shown fns, reasonably-implied, a repairs other than emergency repairs II accomplished without writtenpermission or delineated in the specifications. from the City. B. Contractor Il provide the Landscaperc it ct and the Cityit lit of Subcontractors n tri ! Suppliers expectedto be employedurin the course of I FINISH I • i Plants-, B. tial: If planted r fir f and debris cultivating eas construction. • 1 Scope of ® r • ° Perennials! Annuals: Providehealthy container grown Int from recognized nursery, t intervals t t exceed 1 calendarContractor elect t remove C. Contractor fi obtain in force Public Liability Property of i variety t shown n f . concentrations tin manually or by approved herbicide Insurance, duringentirer t ConstructionContract. amount f insuranceA. Provideallmaterials n equipment, n perform all r necessary for incidental nt f fi II be determined by Cit . the soil preparation and finish in f all plantinn andlawn areas as shown on plans, as 5.03 GroundCover- C. Pest Control- Spray all plants andplanted r t beginnin maintenance pro-ram ifiYr on l i li , or delineated ici GroundCover-, rfi c Y thereafter fr method f pest contri Sim_ i i D. Prior start f idevelopmentwork, tContractor 11 of t established well in flats r f r containers. II Int l r r insects is • Method If reviewed Contractor ll 'City prior t anyapplications. Pest Control shall incluGopher control.LandscapeArchitect it t iv startingn completion dates. grading, topsoil f . if required. ® Mulch.: also the Architect n it it t n n I number of , . Mulch: II compacted chi fitheperson icharge ft • C. Cleaning n finishgrading fplantersr n planting areas. Pruning: Prune all . plants int n directed c Architect,, rt of i maintenanceprogram n continue to pruneInt it c r as may become necessary 1.04 Coordination,,, until t f tmaintenance A. Responsibilities • Topsoil.- 5.05 Permits: r r r shall obtain andfor all permits andinspections A. Existing on—siteit listed 'acceptable' under ' it Grading' specification. Int deliveredt , it aril 't conditions' r f r plDo not have anting. . required governing authorities for i t performed.• I Inti r delayed,, ! t root moist and placein a sheltered location protected from t u in t damaging elements. trashl ground cover t to ® un n trimgrowth . soil i r t it fru fill, ckfill in i nt un i II n necessary t civ n overall v appearance. moles-, it B. Existing Conditions-, The Contractor ll verify ll conditions and di n ion hon textured. Slitl clay content i it shall be no greaterthan 1 weight. oilpreparation n fine r in hall completed trees n shrubsin t fl prior on the I t t it priort commencement f n r r this contract. Th boron content f thissoil shall n greater 1 t r illsmeasured n to bedding plantsrun cvrI nti Contractor shall verify t location n t allundergroundilii prior t tart the saturation extract. iabsorption ratio shall n exceedilli o General: f work. rcentimeter t C. In order t ensureconformance, I f t imported oil ll 5.06 Installation,, •03 submitted to an agronomic soils testing laboratory, approved by the r j ct Landscape Architect for analysis prior to use. Result of ®testing to be deliveredit for approval. int run cover n in plants i moist ail indicated ' ®fMaintenance II start immediately` r landscape irrigationplanting.• Maintain 11 Each int II Int it i proportionate amount f sol! tominimizert Int n planted r continuous u o t installed during progress C. Temporary Utilities-, Contractor, iI I !I • carr for all aol t to includerecommendations. disturbance. °I moisture 11 c so.[ o crumble n removing plants f thework, n continuetmaintaint until finalacceptancetotal j ct• Replacetemporaryutilitiesu water, electrical power n required i for from container. r.constructiont project. Temporary services, h li coordinated rt it n Regrplanter r ft planting, restore of finishr n t insure r n r dying plants directed t Landscape ofrepresentative. other contractorsj site. 3.03 SoilAmendments: surface rin . A 4" layer. . . • . lch material shall spread over t tis planter , ® A. Irrigation: Operate irrigation t established program II In t andIC oil amendments shall specifiedintAgronomic ui •Ti.t / st•ili it report r after r r established.• t r`n ll beginimmediately ffi r mulching. (Grading D. Survey,Yfi r Points, nElevations- Contractori responsible for ll accommodate mulch) Int r in It condition. Irrigation run—off ll t inifurnr y to tr ctor establishing all surveys, reference point n elevations required s , and shown on Damage to irrigation system resulting from int n c equipment /or maintenance plans for proper execution of site construction. • Preparation:. . personnel, l{ restored ' r tif iii t o t t t it • ifs f itr t t r fencing r barriers toprotect planted r fromprior t n e f t irrigation t brought t attention f t City. repairsit E. Traffic: Contractori responsible for all temporary traffic barriers detours !i r n irrigation t !I complete inspected for recommended n , final acceptance.c • t than emergency repairs ll accomplished without written fromt .i t . requiredi for f construction f t project. All traffic barriers n ur Ii for {I conditionr it t it r governing fin radia completed, prior t totilli n prior t it amendment work. & Weed tr I: Keep all planted areasfree of weeds and debriscultivating intervals n t x 1 calendar . TContractor elect vu c • iv i , After rough r vestablished, re r III n n planting r tilling r concentrations f manually r r herbicide program. cr ri in t o f 1 ". ll r k n ri r " in i r ll r 1 f r : All work whichis determinedinspection to be defective in its construction or deficient from the site, except for areas that are to be Sodded, in whichall rock anddebris r t Control: r IIcavmaterial equipment, n labor necessary t perform all r indicated Int planted r t beginningmaintenance program* f t urr nt t plans nspecifications, ll remedied r removed, h 1, idiameter . t r shall removed. fi reasonably implied, n lin it specifications.s° y c c Winsects r r ft r in v f t control, t all plantst n replaced t • n expense to manneracceptablet t n Int free n ll be reviewed t City prior t Lanrc it ct and City. Apply , 'spread, and rot til in all soil amendments as recommended t f * Water r 02 lit r n licati t Control ll inclu r control. thoroughlyfifer rototillin is complete.• Ins ort evenly into t " t tfollowing• T I•etrf [I trot materials II licensed State California Pruning: r all plants int directed cArchitect, t start of for each 1, square t planting r ' maintenance r continue t run Int directed r ynecessary1• Inspections: t Control Operator and a Pest Control Advisor in addition to any subcontractorlicenses that until the endof the maintenanceprogram. Th tr t ll r f r i ci n n of in t n c rcit c , ity cu is r f nits li r it vin r I. r r uired and i 200 Removetrash l • ground cover t k in n tri growth authorities, , . I fGro—Power i approveduaf rconform Federal, t Local l ti Inspections shall be as lit below, but not necessarily in o order. Only the inspection • . necessary noverall n Tac • Exterminater nmoles; it pertainingt tproject c f r ill lyaboveThe soil conditioningr r r l u I.t. only u nlfi ri • us , • Submittal-is Rough .Grading. because it conditions changer is lly from time t specifications rdeveloped to t i t actual oil conditioning to place. Therefore, t Contractor If obtain ® Prior tot installation f controlmaterials, t Landscape Contractor Drain o t r own soils analysist a rate of oner every 25,000 squarefeet of planted area. oil II u it to the Landscape Tit ct ity lit of the weed control r i I titi Irrigations (mao line pressure, coverage & systemoperations test). tests shall be conducted r v Agronomic soils tin laboratory r the peracre intended for use in controlling tprevalentct t •t supplied t t Control Advisor. antral Advisor iI lural th Landscape rl r to i t r r rjL c rchit c it . a i of t oil t t rvi aro the as Plant Material ( lie r I c t . Pre-construction ,o conference.n . Contr ct r n• Landscape Architect an it to to demonstrate t compatibility I t 1 General:Imaterialsn thods with the intended plantingn seed varietiespresent. Substantial I ti Inspection ( t completion of landscape improvements)-7 y . Upon completion of installation, a maintenancei f a minimumr all .i l Inspection ftmaintenance . r t c period) • • . • Finish Grading.- Responsibility landscaped r i required prior t finalacceptance® f ther t . it • The Tcontractor II r r n tructi n jobwith t Landscape After rototillin operations r complete, rade r t establish finish r for planting. A. Landscape Contractor r r responsible I for t erection f all signs barriers required n t l tmaintenance periodll c written approvalv I r all Architect tminimumfv ( ri t beginning work. II ll lines Ii maintained nproper tolerances nc Il tafter settlement nt t the prevent intrusion o int fi treated r t notify t public. phases of planting installation by the CityPublic Works Inspector. Maint n nc rr ll be adequate t verify plant characteristics nestablishment. n the project maintenance period. : . inran II Ivurfcf t ground uniformly and free rut B. material r t Ii f t landscape planting r h rgermination. from date • o1• r • t ri I r ho ll t job .t unusable for or 1 inspections C[ that affect t tI`r t period: . first r • II A. PlantMaterials: All trees, r , r cover; i Int I ll change. application. plantings have, been I installed in approve tft t establishmentnt iguaranteed fr t finalacceptancef landscape construction f r periodsfollows: period, n t second t t n festablishment r . Ifplanting r not acceptable year • Coordination: ! iv rrr • t f 1 period, civ maintenance t T � x Ir 1 ue establishment Trees 15 1. II 1Weed abatement work Ilcoordinatedi h t installationoft irrigation tNon—selectivecontact i i i and/or non-selective I tie systemic herbicides ( r until all r t it t Specifications n c v • rat tillin n oil amendment , n planting. ( Abatement section). thet Control vi . , Shrubs (All i B. t termination establishment period II plant material shall be live, healthy, Ground y r 120 days 6.06 Selectivei i : undamaged, and frePART 4 — TREES AND SHRUBS e. • • f in f ti °. Inferior plantings ll replaced t Bedding Plant 1 I ctry pre—emergent herbicides compatible with Tatar r t t tsatisfactorycondition f final acceptance f or will . All r CI L ( 1 • 1 : nfr I Advisor) neatly r fir f ° Provide l! tri I, i n , n I n s ry i t ll all t r Lawn (seed) 120 days from first mowing on plans, as reasonably implied n delineated in the specifications. $ pF • • Eradication-. Guarantees bei f t r the project acceptance by Cityn h 1 • • •02 Products c trct ll replace materials os • I • • iopinion .n• f t Control Advisor, perennial r nexisting o to • the maintenanceperiod. r, i i v i within i n stated above, t o t o within fromreceiving A. Nomenclature Plant indicatedn thedrawings conform t " t r Plant planting r ill require trot prior t removal, r i s r r t Control a R riftnticr the Landscape Architect I material not t l.sh the American Joint Committee e o Horticulture.` c t for n covered therein, vi or recommendations. ,2 ,- A n planted within t periodit replace material it n material t established t f t nursery t followed andc r t c n r ct r r if n in urr • . . ° ConditionPlants ll symmetrical, typical for variety n ci , sound, healthy, vigorous A. Prior t • t Installation f t irrigation t remove clear alldeleterious DESCRIPTION OF REVISION DATE C'� ifroml • r APPROVEDfr from intdisease, insect pests, r their n shall v It , l r t B. Construction contractor shall guarantee IIworkmanshipn materials ll- rlfi their container, u t t .n o .n rootbound. Int If n run Allow herbicidet ill all r o off II s t t f „ l the surface t � il. Physically remove all from tsite. r ll it I nt, f r ri f n y r r fin ! cc t f ro j ct• n i , n i c ll tr s to C. Trees and shrubsll be growingt a recognized nursery in accordance withhorticulture MAINTENANCEPART 7 — LANDSCAPE if1• i ! I : r practices ' ncompletion the work, t tr tr shall presentt t it , i i f •plans. Removal f all , labels, nursery ti r all Int material lit 1 • III r n t ri i r ! r Il k rfor u r it v I until t rov l oft n c rcit ct or ity. " IT"" "F RAN " "' " "AM '-" G A Provideall materials, I ipment necessary ® • for, incidental , performing II maintenancerequirements reasonably implied r delineated in tspecificationsi D. I ilI Intmaterial delivered t then showing t f r disease. or is insufficient in but not limited to the following: , 1.09 Disposal and Clean-up.- size to carry out theintent o arra plan will not accepted n ill replaced Remove all materials excavated classified unacceptableoil Contractor'sx n ' i i i all ft It areas. � material), trashri • generatedr encountered duringcoursef landscape E. i Int Il stated IContainer stock (1—gallon, If Keep Int r r ndebris. PLANTING SPECIFICATIONS construction,n, n legally r f it. During the course of the work, remove surplus 1 llo } shall have been grown in containers for at least (1 Y u over t ( }Yr . Pruneltrees and shrubs. materials from the siteleave r i in a neat and clean condition. l up and Fertilized all plants and 'planted r • remove all remaining debrissurplus t ri I n completion r , leaving siution Substitutions for indicated pI t material will be permittedprovided the Irrigation. MLTBH0WS/DELWMB premisest o clean. i !I cl n u t t f inspector. substitute r approved in advancey t it r n additional cost t • Except for authorized variations, all substitute plant materials shall conform to the Insecticide spr • PART 2 — EXECUTIONrequirements tspecifications. DESIGNED BY. NEON RECOMMENDED: ` 1 r Fertilizers-, — DAM 10W/05 Int t Approved - . Plants not approvedr t removed r it immediately Keep {f Int material delivered to sitein a healthya i i n for planting. Plants !Int replaced wtt suitable IntCity reserves t right to reject entire lots f plants A. Commercial fertilizers wrt n analysis of 5-3-1-Gro-Power Plus, and 12-8-8 r o r DRAWN BY. ® s A 1 Ma rin be oAve., SHEET t t. r rot stock ll separated n heeled-in, i -most rt or represented y defected samples. ControlledI Nitrogen, si not herein, or approvedsubstituterequired alta 160,r suitable material untilplanting. II n url plants shall have r all t Agronomic soils report. v ®l e from Gro r (90 9) 393-3744.coveredit moist sawdust, a i other suitable ntil planting. CHECKED arCosta s , Stake trees, r aY afternprevent i ssociates California 92626 DRAWING No. Landscape Architecture (714)434.9803 (714)434.9109FAX Oil k;ONSTRUCTION NOTES 1-1 1 CONSTRUCT fD PAVEMENT V fD AB A"wililill"w"'EVIATIONL E(0z" E N L,o CONSTRUCTkill :, CITy STD. No. 104 a FG 4.2PROPOSED SPOT ELEVATION , , PONT 0 11311 CLEAN T CONSTRUCT fD CURB (Al-6) PER CITY STD. No. 104 + (500,0) EXISTING SPOT ELEVATION INV INVERT ELEVATION TIF. TOP Of- FOOTINCZ CONSTRUCT CROSS GUTTER(W=60) PER TR 14759-3 STREET , LOW POINTIMPROVEMENT PLANS 51C, BACK Or- CURB PLANTING AREA „ � ~~� , , , TTT 1 IL 1 • , RADIUSMCR, END 01= CURB RMRN Tl TOP 01= WALL 00 CONSTRUCT HANDICAP ACCESS RAMP PER APWA CASE A-7YPE 1. RE RIM ELEVATION SEE DETAIL THIS SHEET. Tyl TYPICAL „ T �`~ ~� 7 CUNSTRucT cu Rt? QPWIAJG 64714HBf151N PF_R C I T7 ST"D, 300 EQUAL w=- 4,o v= 3,o I PIC. r-ACE OF--CURB 12" SWARE CONCpXM CATCH CENTER LINE .� i OP OF- CURB C6ff15 i RLjc► LaGAL a Pf� ss�v►v Prp c r�r y 5 i p, 307 -CA5r- E'. , ,� SWAREf T N or- r-Low METAL GRATf-= MODEL # 1212-E FLOW LINE TRAFq=1C, GiRATM MANUFACTURER.- ~~~ I F.S. FINISH, SURFACESTANDARD ON SHEET L-2 5URRITO WRAPPED " SOR PIPE 2411 S61JARE CONCRETE CATCH I0 A you �" F1W" FACE Or- WALL BASIN WITH BOLT DOWN &WARE ON 11 HOPE DRAIN LINE METAL GRATE MODEL 0 1212-E TRAFr-1C GRATF. SEE CITY STANDARD ON SHEET NNOMM w seem= 18" RCP DRAIN LINE ENTERPR/ I sm P- - `- -- , / 60 VARIES9' `. TRACT 14759-3 CURB -26-1-00 2.07, 12' HORSE TRAIL Z.—OX TRACT 14759-3 q ^. k Q ..•1... M STREET RIBBON GUTTER 741 lb 7`C 78,3 JJ J7j 40f 8J J! T'C' SECTION FFS 14.6 73rc OF rc �3p . 7 7 . F •1 f' , r. ti 7 g w= 4°0' . 3,u ' •gyp rc 3 N �° 1`0° ' 1-- F 73 06 p-S 73.87 . �"69 IN 1FZ STOP " 74. yt, " p F k • a .pp • re "� U 2-OX ., 000 HPF 3 CY LOT'IN -44 F get I a ),c c G�'ADE rC 75 7 FS JJ JJ JJ JJ .7p a T 473.2 ,� •17 S '',�® RFAff �• "� F ` SECTION ��.,.__� -.._._,.�, � �,� . `,~ •,� "�� a a � t �, � T FS 7,3; �9 �• IV 000, �, FS 473 7 .) , - a yr 7 , " LIP 11 6f �,1 T I �` 473 Oct Vill ♦ �ej h GH 50 rc -9110, 755 RIBBON GUTTER DETAIL 1 5• T Fra 7y3 ��, rp N.T.S. 7 FC _ w ® * X 3 74 FG 305 mm 12" E,@ .C}E to 1 "l O © o z3 mm E tv Y a F ,� p r� _.. •¢ (J 0.90 e' ° mm A 915Omm INGLE off 3)')MIN. 6 mm 6 mm a ® C? Q PATTERN "TRUNCATED DOME" 1220 mm ftf4°) {1/�"} +2(',-5 mm 15 mm 3 MIN TRANSITION CMR 4:1 MIN06 GROOVING DETAIL. DETECTABLE WARNING DETAIL00 'R 4.0 915 rr m �x (3 MIN M NOTE8 73. NOTE 2 u CONSTRUCT FENCE OR HANDRAIL. ,7 F ` 7 7 ,7' a CL z PER CONTRACT PLANS —-� "1 �, G° T --- Q a c� lh I€ :8.33•. n 4 ?` i`EE'sEsa: 150 mm " Ac CURB PAVED SURFACE RETAINING CURB-� & PA SURFACE ,� .. ® • �– CURB X CURB FAGS � (4")mm �g3 " \ MA -�....�~--p_,� h��. �• � ®�, �..._. A DEIAL DETAIL Bmom SEE -- --� w TYPE 1 �`� �✓ 30 GRADED �,...__�_.. � DES�RIPT/C�1V QF REVI.SIC)N DATE w APPROVED SLOPE 2:> ,w_ CITY MAX e--UNPAVED SURFACE RETAINING CtlR9--.,„ g"' mm UNPAViid SURFACE �1 AORe 1, T T DETAIL C D TAIL / , I O VERFY GRADES AND NOTFY LANDSCAPE 1220 mm 4') T mm MIN GE RAL NOTES: , , R z z R 1. CONCRETE SHALL. BE CLASS 310–C-17 (520–C-2500) CONFORMING TOSi4ALL MEET Ex I SSPWC 201-1.1.2 AND SHALL BE 100 mm (4") THICK. >- NOTE 8 cv a GRADE BREAKr—% A 110 fN U C A L uNOTE 2 2. THE RAMP SHALL HAVE A 305 mm (12") WIDE'BORDER WITH 6 mm(1/4") PAVING SURPACES Will SMOOTH A110 CONTINUOUS TRANSITION AND CITT UF NAINCH NU AMU uA C4 0 ® GROOVES APPROXIMATELY 19 trim (3/4") OC. SEE GROOVING DETAIN I=LUSH ALONG ENTIRE EDGiE, Qtip; °`'`8"3A "' 3, THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE CONFORMING TO SSPWC 303-1.9. 4- ALL WALKS TO HAVE A MAXIMUM CROSS SLOPE 01= 2%* AND RANCHO SUMMIT PARK C CURB X .. MEET ALL LOCAL AND COUNTY ,�, .., . 4. ,USE DETAIL "A" OR "8" IF EXISTING SURFAGE BEHIND LANDING IS PAVEd. , � s � •�° �:� CURB FACE }122 mmSHAIJ !! t!4 •¢ (4') ui 5.. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED. TO CONSTFJCONTRACTORUCTION ' e'-x PARKSITE GRADING A OR 6, R = 9aa mm (3°} UNLESS OTHERWISE SHOWN ON PLAN. a T LOCATIONS., �' SEE FIGURE 1 7. ANGLE = a/2 UNLESS OTHERWISE SHOWN ON PLAN. IMPROVEMENTS, F r-LE� T NS WITH.THE . ..� � .,. ,�� q : ... TYPE 2 ENGNEE NOT °1' . 8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIAL10 S DISCREPANCIES,SHALL 8E PER CONTRACT DOCUMENTS. µ � � - J , ApprovedAE / P I \//i+► � �ncrv�� E r� CONTRACTOR °, DESIGNED BY. RECOMMENDED: « . . 7, SIN 5 IN N �� BELOW �. ., .r ` ..`" STANDARD PLANS FOR PUBLIC WORKS, COIvsTRLICTIQN M sraN ilcp�. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONa�°rac Lax , ' cifte"M °� r' r �". `} DRAWN BY: �� G. CURB RAMP 43391 Business HE Rte.14ee " n.a. - r SHEET woa Q ca o F o�K CURB RAMP sw r of a REFER Park Drive DETALm , OF 33 Temecula, cL CHECKED BY: California 92590 DRAWING NO. Nf {909) 695-3848 a V41RE MESH KEYNOTES -- . LOCATE PHOTON N 1NATER CLOSET. SEE PLUMSIN& NORTH I BLD& T I 12 Ill CONDUIT L HIN . 41 URINAL. SEE PLUM51NC-P IEEO USE 5x4xl& AT LAVATORY. LU 1 IN SLUMPED �)! DOOR HEAD - T"IrP w °l L UN T +5-411 T HAND 1'' U TOP OF NOZZLE .., 121 ('� l I tl THICK ALUM I 1 .' . I _ . T - I '! '`>'x't.sf•,ri,r,`m,,: r , 1 t tP , t iiT .. s r t1r I(I f ;tisrori, , . I mm _ . . w AP m x+ _ L 1 U I NT MOUNTED DV A T E IN LT IN MORTAR. INSTALL LI HTFIXTUREPROVIDEHFLUSH. EE V LI 14T LL L IN FINISH LOCATIONS ABOVE IN L < FIXTURE ( BOTH ): SL lu 5660 ITH 1 TOILET I LL DISPENSER FROM T H X XI LU 2-5/4" T; L6 1102/517 LIN INDUSTRIES. (5 05) -1CONC. N U N PULLROSETTES L I LATCH -ROM I 1FOUNTAIN . CORNER. UN " CONTACT N, 1"T. � l I PLUMBING � CONC L L L , . FOR t . TOILET T: LIPHENOLIC, FLOOR1 -SUPPORTED ONLY (N � �RESTROOM IONS ARE . LLUT L LL. )j U H INCLCONTINUOUSIN EAST DOOR. TAVAILABLEl COLORY T AVAILABLE SPECIALTIES ( ) . INSTALL PER MANUF RECOMID C.M.U. NIRE MESH NI LI TIL NMISSION N II L DRAIN. L 1N 1 TILE, L SELECTEDY CITY, 12 T° 1 THAT ALL NU i PIECES41 14 H L N . N I 1 : .I TI N IN 1 N LH 1 XI I ( 1® IN I IT MANUFACTURER SUPPLIER THAT L 1FIXTURES D 15 CORRECT AND COMPLETE FOR OPER INSTALLATION OF FIXTURESIDENTIFIED UIL L 1 N L 1/4" THICKITHC � � � � Y FACILITIES SHALL BE 1 1' L V I TI U NIT FACILITIESLL IDENTIFIED Y 1 L , 1/411 THICK N I U INSTALLATION 1 " I I IT1/4" T 1 1 N L I L1 HT 1 I LU LI UT ( ) I L PRIORT I T LL TI HCIRCLE I I T 12" DIAMETER, T- I U YL LL N N THE T H I T � 1 TIxT RESTROOM AND THEIR T LDISTINCTLY DIFFERENT ' t FROM I 1 THEL TU.B.C. XXILU U VF STANDARDS 1105.2.4. L ll I ITH I L ACCOMPANIED Y ILL INCONFORMANCEITf SECTION II � I 1: & 1614"1 U00 2001 CW ANALYS 15 ED T N Y U CONSTRUCTFLOOR SLAB I V FLOOR AREA (51=) 12 OCCUPANT L NORTH -1 fOCCUPANT (L ROOMS) 1 MR SEC I 6N ATT ACHMENT ELE"'Y"'ATIONS 1005.2.2.2. 1 , EXCEPTION SCALE: 11/ " V-011 L : 1/4" I'- ll ll "xI/ 1LR 11 1 11 11 11-411 11 T. N N HALL TYPES iT r !! It 5/a " U T '1'-0 F1 .IAPF V4ASHER EA DE I 'U LL 5/411 13t 1/�it TL g11 i11 DOOR ATE ! n CMU 6'—&" AFF UNO LATCH T M +I '— / " " U T 12'-0" i— " U TSLOPE H IHT INDICATED LL. all gi TOP TO ROOF PITCH N SOFFIT T IL .I /L I - NlL I PER cl AT Sit (b 5/6 STEEL 4' It 61-011 41-011 CoMU FINISHES aIsHOLE LEXTERIOR SURFACES, SLUMPED 11 11 , PRECISION0-5 !XI! TL INTERIOR U 1 01 PLATE 1/2"4) MASONRNr PAINT SOHEOULE (OLD MAKER NUMBERS) N L . L (INT ENAMEL, f (Oil 50REP4 ( ) „ ( i ), 1- L IT I ALL U _ I I STAIN Ixfj " V TL FINISH T 1. I IMATERIALS; Lf ACRYLIC, BACK PLA17E STAIN, COLOR #146 NOMEN MLL TYPE 17 FuLmlau -0 6ATE LATCH "S c� 11m1 11 SCALE: 10 11'-0" SCALEtl 1 I ' 10L All lit Zr.,ONC, SOFFIT UI NT M NOTES: CN. C METER AND SEAR AS 06 PARK FRAME L !LVIT HN N URINAL LL EXTENSION NOV MLL I I/ "X 1/2" TL ELECTRICAL 5. T L I ! " CONSULT I LOCATION, N L # ( T I N ) IT1 I/ IF 1/211 2. AWI 06 PIPE SPACE 917E BIZE, ANO MATE 4) BOLT RIAL FOR cCU KEY DEAD o dII u L A .LT IN r ( f �r� FIRST L ( T f ) I P`LO X INVERT I IN LO ► I TI 05 ON T +11'- 1/4"i T +111.i.51/411± CONTROLLER N , N C TY LA . DESCRIPTION REVISION ATE ROVED:ED: L-21 OUIPME E NT I? K, cljc�% Y1201,111. q 411. CITY OF RANCHO CUCAMONGA X-0 r *u 11 RANCHO SUMMIT - PARK C FLOOR PLAN r 0 EXTERIOR ELEVATIONS T51 IN L QATEAND.SIGN DETAILS L . :25 9 POOR PULTE HOMES/DEL WEBB I. FLEATURBS N ULT IT/ " LT IANCHORREOUIREI-lef CITY m .0r 2 953 RCE mo DESIGN PLAN PREPARED Y: RECOMMENDED' 11 4000 NORTH 4-0 nMO o. « 3 U M 1 I ks ARCHITECT 4-J CALIFORNIA ARCHITECT LG N 391307 DRAWN SHE Er IL 2 779 LIN jL I&E M NCH UA A,GA 91701 - OF 33 6A 6ATE H I N ImL.00R, FL.AN TFM LW 0 c 0909.2 $ FAX 3.8677 IA CHECKED DRAWING NO. C 2Ai< 5A , 1 • " 11— 1 L : 1/ 1 11� 11 J JULDATE 2004SCALE: 1 1/ i1 tt FILE NO CC now U "1/I V T I TT RAFTERS SEE IC/1.22 FOP, NAILINOIV4ATER CLOSET. SEE FLUMDINC7A IN .,. DxIO RESAViN EXP LAVATORY.°baa um IvRmogs 12 DRYER4 HAND E 1{{x IF TU5lNry r * Hr N 1 PICKETS 1 tt F"1 6 T'i�i�t 16d 0 EA RAFTER 6RA5 DAR .� W I TOP OF aLOc'K ( R x ... « m..v..s..w.«a .. x...x 4TSIM ' 16 �I.. . .a w.,.x!.�{� a► .,....M«s, I ► r► „. x xI 1 ( .... EE! ROOF N& PLAN Cam I Exp f3m #4 \IERT „ SIL I 15 0A 1 Ir I HI 2'-0" d ..:. ...� ,. « ....,� la I \44 Ikk , i FOR CMU SEE n { CoONO FLOOR na TYPES, U5 - SEE FPN PLAN ' cam DkNc-v L-20 tt " MON LI U rtkb rr 00 ( } ALL L (SOLID UT LL PERIMETERSEE FON PLAN I IDIMENSIONSIA/L-21 C I SIECTION 1te :25 1t W-4" T-4" T. LELEV I a yp L-21 1 La ir Il 4'-0" xI l OWN T. L — jL LLL '. L II a 1 Ia 00.0 AT ELEV PERIMEMR. 11 a 4r� # PERIMETER. SLOPE �OSLOPE a4 s {{ I �» . ,. EV s { 1tt � r„ It r !1 {u►1{ � t 1 { ! Is a1I« - d- „u g®r II n r {t T. SLAB { SLOPE 2% MAXPERIMETER. SLOPEo TO FLOOR TO FLOOR DRAIN DRAIN T. SLAB ELEAT FLOORV n 1 L OOR r U4 DRAIN - DRAIN T I I t 11 2-04 { t 1 w da ! r lei so &I- It 0 T.SLAB ELEV 100.0 T. kT I1 � to L-21 >1—02 N ( 1 , I A V6 Oe? 1 T ( T I 1 Y05 C1GITIN II APPROco VED: aclic " ITY OF RANCHO CUCAMOK "A xio SEAMu Lj u u u u RANCHO SUMMIT PARK C yrs„ .Qp t�sP u o 41411 FOUNDATION PLAN 51-41) r t� tl 041 L-21 Mo FRAMING PLAN SECTIONS cu NORTH NORTH 1PULTE HOMES/DEL WEBB t co APPROVED BY: f411 E- 953 , J a gel ATSa • CITY NEINRC DESIGN PREP BY: OMMEND E D CL JRIA r AIA*ARCHITECT EDRAWN CALIFORNIAARCHITECT LI a 13 SHEEr I. 6 T IIN AV- RANCHO yH CVM Wrpp 1 701 L-21 OF 33 S RoOf= f=RAMlNQ7"w ImlowAN flZou'N"PAT I ON” 10L.AN 9a �8.�777 PAX 98. 7?CCHECKED DRAWING NO. SCALE; I/ 1' ' L ; 1/411 9JUL2G�4DA FN p 1.111 cn "7/16 LY V THIN 1 N H ` OC W6E5 SIMPSON H I " FIELD 1(od SINKER a Olt OC BOUNDARY 5T6224 EA RAFTER (AT 4x5 EDC7E RAFTER 4 5x 5LK6) (16) I ( ) ( ) NAILS N T. +14'-1 5/4"i I IN 11 OC T 5LK6 4x SHAPED 51-1<6TOP OF MA50NRY x r CENTEREV LL. NHERE OCCURS TREATED CONO TIL A55 a 21-011 Or., T4Cv SHEATHIN& a EA RAFTER LINE OF RAFTER SOFFIT. H5A H5A 1(od SINKER @ (of NOTE PULL-NIPTH 4 SC,40 0 2! It x BLKG, CENTERED I U T 4x (5) ISIDE, OF x NAILER Aa5 @ 2-0 CC x L I t 1 I ( ) 1 TH u u 1NK FOR CONNECTOR TO BM H ANCHORBOLTS w- T. + If 11ANTI- N 1N I ( 3 ! I T• +15'-0 1/ xl I N `� FLOORL 41 LINE IT LIN FOR T. ELEV U L•L. I T 24 CA 6AL\/ STL NOTE. FULL-NIVITHLI / NP x 1'-0" X U COLUMN I M UT T 1 2t—O" HEM ED6F_ \/ T11 " 5XIO 5M l I x I f BOOSTER CENTERED2x1O FASCIA b RAFTER I /4" tt C'mu Typ 21-01, 00 Y T 1'-4" 1_81 x CENTERED 51feD5MOUTHS AT R06E EAVE N'TER I OR low I IoNALL 1 11 I i4 I! tt L. 111 1'-0" 2C 1t! w 1 N TILE CONCTIL. py I I " X TREATED NAI ,.► N U ! U N f1� tP I 1N 1 CC X 5HEATHINO 2X4 CONT 17/I X PLYNOOD 2x10FASCIA TI- INCS, $TRIP T ( ) 1(od SINKER OVERX 5HEATHINCS, 4x BATTEN L. 11 11 T T x I RAKEx IM. X TRIM, TIL. N N N L.I �►! I.. L.I Lo .. Evc-PE N/ X X `— `- 24 CA L\/ 5TL AT A T \,/ L. IN I 1 I 1' EXTENDx1 1A ....... 2XIO ASCIA UNDER1,AYMENT IN - RAFTER III 0\/ER Epc7E ( ) #4 HORIZ ` � x I � cti x IM. AL16N xIX T IT i I1- 11I / T (RIP 2x14) xl 2x1O FASCIAMU NALL BEYOND :2x10 FASCIA 6" CMU NALL BACKER ROD I/Pa" x I" FLAT PLATE. !! 5A1�UT TOP TO � SEALANT �� I N L. FLAT 4 1 1/2 DIAMOND CRIMPEDNTERMEDIATE MATCH GOOF PITCH � 5/6110 X 1'-0" I MESH TO!! I N 1 4 U 4 H I � Iw !! L. 1 1/ x 1 1/2,10 . MITER CORNERa AND � It�NIRE MESH 2i-0" �� #4 VERT Cel 11-411 Cad► L. 1 14211 x 1 1/21' X 1/4" CENTERED X IM ICORNERS -- 4 Mi.D. CONNECT TO 5X 5/5114) :21-011 TRIM 5/5"4) iwt T SILL 4 JAM55 BOLTS11-01, IL E AVE T I t45 E RAT,"-*.E TILE 5E3 251 E3 tl t " 11/ " 1' " : 1 1/2" _ 11 1/ L : 1" 11-011 r L L• 11-411 11 T 11-411 `- it Y t { T'rPI 11 N 1 U 11 r .' I p `t NY ( t - ERT I I tw 11� " OC 1l T SEE 2A/L-22 NALL REINFORCED A/ DOOR JAM55I-oil 1 1` 1!41 ♦/ OOR JAMBS FOR I Y I NOTES #4 a 21.0" 00 T T ( ( ) T T x l MU, U " FLOOR SLA5 !� L. ( ( , V L.L. N X XI L.L. ENDS, 50LID x - I. X 1. 1POAEIN � 1 N •J ,� 6RO!J SOLID ANVDOOR ) " N L I„ T I — 11 SAND ILL. \/ L~ x 1.4x I. IL. POLYETINHERE HYLENE ADDITIONAL IZ TT 1 „ SECONDPLAN ( T 1 N RESPONSES) 1NOTES #5 H 1 TADDITIONAL „ / AU6 06 NOTESSAND FILI. 1 L< POLYETHYLENEFIRST PLAN CHECK (REFER TO NRITTEN ) 51 MAY 05 MEMBRANE OIVER U " cvZ-a CCCITY co 40' / DESCRIPTION OF REVISION DATE APPROVED: IN 6R. INHERE. x x x x x x--� .�-x x x x x x x x x x�-- .� x .�-x x � x_ M x x. x x x x x- x x x x x x x�- f �; T,. r �,. _ I I& CAJC CITY CD R E t TTT E E .— w; c ► =� ► E � I I I I. — I I ISI ► I ISI I it I ISI C ISI I ISI I I-II I f—=I I I •, xi � I III I 1 I 1111 I I. !. _! , ,. IMI IIµ -I II I I I I I ISI 1 I— -f I I ( � T I I CSIRANCHO SUMMIT - PARK C 11 I I1 11 ( } �-.— 11 I�--� I I-II I I-II I I I { I �_ I 1111I-=1 I I 1 ►4_ _ t 1 11 �1 1 - _ - 1 ( � a ' III:: 1 I I I =1 I fel I it I I�I I �M �I�11EI III...__�.I�I X111 _ DETAILS R ' P_ ` '--�fix I I 1 I I_ ;I 11--1 11 11 11111I ` s BOTTOM ► I1 _- L I "E I MirALTERNATE ( ) #5 CONT TOP SEE PLAN PULTE HOMES/DEL WEBB TAILS SEE I N APPROVED Y: ANTE: CITY ENGINEER : 2 5 ' � ; II;Efl1 1 I 1 DESIGN PLAN PREPARED BY: RECOMMENDED 1l11&III, , . co �" o. - 913 JRM t I ARCHITECT ca.`t'' AL D�T� DRAWN CALIFORNIA CHIT CT LICENSENO. 3913 SHE ET 3 P IL 2007 6779 TR INE PLACE • WD RANCHO CUCAMONGA,CA 91701 F 33 ' FOOTIN6 =TER % El:;)l6E 1A (vRA1N' CAI CHEGKE® 9, .8777 FAX 949.946.8677 DRAWING NO. FAI� SCALE: / i1f t! Ls / ! It� tl 5A9 JUL 20C4 DATE FILE NA / w SCALE9 / a C!3 C I tt � u tt ax10 SPLICE AT CENTER OF CCO6 AS REO'V (SPLICES UI CAULK TH U DOLTS) PAIPER r TOILET �. #4 H RIS e 11-611 i— i{ lots iC,ONC SOFFIT o 11-411 #4 HORIZ L LINTEL T.+a'—&" ii � IPI 1 N L N I FOUNTAIN +12-01' , INOMEN SOFFITCIONC +51w6 / ri AT DRINKIN6 FOUNTAIN .... ...,.�i --- INAL + 121-0 f ii T NOMEN POOR UR OPENIP1 t tt MIN INHEREI� 1` ti o Ill MIDI { [{ U °`MIN LEVER TYPE I° UPS T PI p1 t, I! I .-- UL T '► PSI I P! R IPI 1 tl MAX q IN PRINKINO FOUNTAIN LAVATORY L I IN TEL ACCEE"61 BLE F I ATURE MTc5p PIM5 tt i ti it � t ti L : I" 1i L. s 1 1 — Li L�-] ALTERNATE VERT (PREFERRED) TIES CONVITION 11 Oc, Vil+ + p � T 4 U IN IN J N T SOFFIT JOINT LL Nr1N IRIS f + T PT H UT LL N T f FULL HT LL 1:1 E:1 + LL I NOTE.- T LOCATIONS ~ IN LL CT 1/211 TH U LTIN 1 T POSSIBLE, I U ( 5/4"4) x 1" L C IN LL 4 T NT IN INT oil-41100 F xxf u Sour>, — N l T I N I U# 1 PP � CITY 1 � DESCRIPTION Q REVISION A cu IA44) TE APPROVED: - N CONCRETE 5OFFIT t CAULK HOOFcuc 7F �. 11�! CITY OF RANCHOCUCAMONGA RUNNLIMIT x x T U f~# UT ( �} �- ( } T BUIL N ii ( RANCHO SUMMIT - PARK C V T L.L N �I TI IPS .J INTDETAILS QBARiTIE AT TOP # ° PJOINTS x xI U I , CY) I U U N 1 FULL H LL. RUNNIN6m �I #4 {X {i T t� OC PULTE HOMES/DEL WEBB 06 1/411 MAX2 1/411 M 1CETERED _ . . APPROVED Y: w a ® ATE: 31/8'{MIN #4 HORIZ @ 2'-011 OC CITY ENGINEER RCE® 24953 ' f clu 130TTOM VIEY4 OF R106F. CONNECTION H N i - IN DESIGN PLAN PREPABY: RECOMMENCED I I A I L EN05o. JRM JOHN MELHER,AES ARCHITECTT 6 CMU COLUMN ca F # �� AL DATA DRAWN CALIFORNIA ARCHITECT LICENSE NO.043913 ca. RIL 2007 6779 T LIN C SHEErt ('00*CO-00 coo) NU CLUMN �'` °' QM RANCHO C ONGA,GA 91701 r AT N 5 T A L L T N cowOF 33 5A �-l�` CHECKER 9. 68, 7 909.96.8877 DRAWINO N4. 4 A i 1A L : 1 1/ { 1{wi1' i JRM DATE 9 JUL 2004 PILE NO { Cc .,-dA 1 man= mmm" #4} E NE RAL NO TE 5 1'-4" oG t{ " oc GENERAL N T K MASONRY 1 1 . MATERIAL AND PORKMANSIH I P C,,ONF=ORM TO 2001 1 '. CONCRETE BLOCK: A5TM C—qO, GRAVE N UNITS. 1 . INT L.L. T I LE I N ACCORDANCE YA I TH THE! C.M.U. C.M.U. CALIFORNIA U I L. N , AND 2001 CAL I FORN I A SEE PRAININ6SPATTERN. TOOL ALL JOINTS MANUFACTUREW5 HIGH NINP SPECIFICATIONS T LI T I FIRE CODE, I 1 N I H L IAM TOOL T U SLIGHTLY 6ROU . ALL ALL CELLS N V FINISH. . INSTALL TI LV 1116" f1 " LYL DETAILS IN T LI I THIN l 1 BATTENSALM SPAN V T LNOTES. . MORTAROF LIN LI ANCHOR AV TIL SITH HURRICANE 5. CLIPS VRIFY ALL PIMENSION5 AND SITE PORTLAND: e , 9 BEFORE 5TARTIN6 N . "f I I T T A LI LI ° NAIL. ALL FIELD TILES BLOCK BLOCK Y P I Y. 1 I . TO 1 /2 MAX. HYDRATED LIME 1/2 L . L L. EXISTING UTILITIES, T T . UT; . T HIP, RIDGE, AND RAKE TIL. IN MORTAR 00 T IC C I .I ! AREA H , N T THEMM AMA OR A MASTIC 1/4 L THROUGHOUT CONSTRUCTION PERIOV. N THE EVENT 1 PART PORTLAND CEMENT . ANCHORH K TILES NITH A MINIMUM -PAIRLASMLIN 1 , PARTS SNNAILS " • . 2 PARTSSUFFICIENTEA &RAVEL U T 5. DESIGN, U , AND SAFETY OF ERECTION :L I AL.L. JOINTS. 5RAOIN6, SHORIN6, M U T a ETC. , ! o 15 T LRESPONSIBILITY THECONTRACTOR, . CLEAN N U LAITANCE U.N . CONSIDER= Y° THE I T« PRIOR T TT I N L 'EMPLOY AL.L MEASURES NECESSARY TO MAINTAIN 7' OROUT LI I L STRUCTURE NTAI MAI I V I AL.I M NT LL.. ALL CELLS UTI N I . UI 70 PROVIPEMINIMUM UNO55TRUOTEV ALONS SPAN X5 OF L114TM CORE OF iE� 2- ': FOUNDATION . • , 21-00 att Fl T UT L:� L LL UT ALL LL NT ININ IN I , C.M.U. STIR' 1 . P 16N SOIL. RING PRESSURE to 55F) If,600 ANCHORS, OR INSERTS. 2-#5 U.N.O. PSF, PER 50ILSINVESTIISIATION PER PROJ. 1 LINrg OPENING, 1 — A Yr` L I T . TOOL ALL. JOINTS T I T, SLIGHTLY Y V t CA.. MAINTAIN TH15 RI-EPORT AT FINISH ( u MIN) THE L. I T ITS :2-#5 -ue UI REMEN . LUMBER 2. FILL: CLEAN, NON—EXPAN51VEMATERIAL OF- FIR HE FOLLONIN6ALTERNATE ELEVATIONI L UNDER CONTROLLED . LUMBER. HIU L N TH I . MAXIMUM MOISTUR CONTENT: 1 °6 .. . EXCAVATE FIRM, UN I NATURAL I L DIAMETER (MIN! U.N< . U.N.O. N IN ENGINEERED ACT FILL T I T I V USE MEMBERS DIAMETER VERT I " .C. I SUCH I L, I I T U J I T AN RAFTERS 0 6d F # ING 1 X 4 T X I NGLU . p ad FOR#q,1 , II . I UN N I T 1 INCLUSIVENO. 12 1 I4 I Y BUILDING IN ALL TI N I U M M AM X NHORIZ f TI IN T C.M.U. 1 L Lf LA . 1 I AS 4 .R.EINF. I L I 1 1 . COMPLY Z 1 , L . N MULLIONS F . I L X N SMALLER . 1 AND SMALLERX 6 AND LARSIER NOI AND LAR6ER ASTM &RAPE 60 6 X & ANDL N . 1 21-101, IN. UNLESS T I MISCELLANEOUS LUMBER 51_60KIN6, FURRIN6, ETC. NO, SPLICESLAP . USE L. NI HYDROGEN NELPIN6 RODS FOR ALL. NELPINIS, PECKINGINSHEATHING OF RZINFORCIN6 5ARS. PO NOT HELD ft OR LAR6ER 5ARS. 2Xr 5X, 4X COWL. DEX. P.MWORZEMENT LAP L, SPLICES BAR5, TYPICAL HALL . COMPLY TTM I I N U 1 LI I INCHES ° REINFORCING, VERTICAL COLUMN REINFOR4,IN6z OF THE T COAST LUMBERMENle ASSOCIATION. BAR SIZE10 11 40 BAR PIAMETERS MINIMUM LAP IN MA50NRY, ANP 50 BAR I M MINIMUM LAP IN CONCRETE. 3. USE PRESSUREA U LAS FIR AT ALL L= CAT I NS BEARIN6 ON CONCRETEMA50NRY I 1 . SPLICE ONLY A H N N . L_ THAN 4' -0" V . OBTAIN HT CT' APPROVAL PRIOR TO MAKIN6 12 11 21 27 51 1 '10 qb TOP BARS SPLICESLOCATIONS. « STRUCTURAL L. NI : 141411 PLYP400D DES16N A 2500 12 12 15 Iq 26 55 44 56 66 BOTTOM OAR5 SPEC I F I CAT I ON 4 LATIEST AMMENDMENTe SPLICES5. IN ADJACENTH I TL HALL CLA55 2500 Ir7 22 21 55 46 65 60 101 124 TOP BARSIN I ' MINIMUM UNLESS NOTED 5. 00 NOT CUT STRUCTURAL MEMBERS I . I I 2 4 A T T UNL. INDICATED N TH I . , CLASS 2500 Iq 2q 56 46 65 02 14 I 16 A I 0 N 1°AI A . PROVIDE IN TIN A f . INSTALL x SOLID -T' N JOISTS HE SAME -SIZE ANDNUMBER AS VERTICAL L L•L. SUPPORTS. ,.» $� " T !INT f/ " .S ON C� UREINFORCING, I TMINIMUM PROJECTION 1 HOLES BOLTS 1! {{ '1' 1116" I. TI 1 IN "0" FORT A .0. U T L. SPLICE UNLESS NOTED t . L� L I MAX "V THICK I . T PONELS T I Y I T THAN NOMINAL L.T' DIAMETER, BUT NO 2. NT 1 I 13"A6 FOR BOTTOM , I N IN NALL.S. BUT NO LESS N 40 DI . L . PROVIDE L.L. LT' BEART N T H �--x' x x x x x x 1. U L. I N I N , H BOLTS, N N / U . H UL. . OTHERINSERTS IN PLACEIPLACING FULL HEI614T °— NX�"1 I N GROUTING M . Y I T LL LT IAPPLICATION NOOP ETC. 00 T MOLDW PROVIDE THE L.L. I MINIMUM CLEARANCES IN I T° INT "T' T I ADJACENT 1 U I M N {{ „ r ,t {t r {{ LBASE tt 11 " MATERIAL: CONNECTORS ltd La L. (UN ) " CLEAR U L. INDICATED I�! I . 6C66F L FORM ) 211 CLEARIt . CONNECTI.N6 HARDNARE, JOIST HANGERS, TI 2-05 101 ill CLEARI I { . :N IM T tl HERNZ N IUNLESS t tl . HOOK SARS W " cf. OBTAIN ARI { ' YAL- PRIOR T _mne OF I . Ir N MRN 21#3 LESS AN 2'-0" I I I N . INAILING FROM A I FLINE 2a _ C.I.SL 2" 1 PROVIDE MINIMUM L REINFORCEMENT 1 . NA LIN L I T I A L I A L. THROUGHOUT . THAN PO JAG"1' . NLE55 INPICATEP OR NOTED OTHERNISM. I IC CONCRETEIL.. X OR COMMON NIRE NAILS; USE COMMON 1 . I IDAYSI NAILS: HH NAILING T N N L H ( T I T RESPONSES) 1 AU6 06 P1 INU . CONNECTION T I L , OPENING,INHERE L INI : LIGHT BROOM FINISH UN FIR.5T PLAN CHECK (REFER TO NRITTEN RESPONSES) 51 MAY 05 LINES UP. NO PIPES ALLONED . NA I L..I N6 I SCHWULE $ ' IN THIS PORTION DESCRIPTION OF VISION AI TY N.6TIN �.I I T° T ALL APPROVED: LO I N I Cuclic T IN T N I I YRAKHO RAFT ERS U T Y UL UNL. IFOR EMBEDMENT OF 501-Tsap 51-0" MAX. ` TH I NOTED. 2 FT6. i"1 THAT TO -JOISTS r TOE NAIL5I A4t H END 2 1 � 4 NO MA\/ATION .LINES FI AI N ,1" I M NTI STCI , T J I T 'R GENERAL NOTES . L S EACH SIDE 2 1 op 4.0 I, UT AROUND 1/2110 {{ 0 STANDARD DETAILS a as : E30LT IN MASONRY {{ {{ 2 I VE BLOCKI a G CONCRETE PILL SAME Y410TH RAFTERTO BLOCKBLOCK �a . , 1TI AL al/ TCONTINUOUSILI . a { y - PULTE HOMES/DEL WEBB FIR HI L� '?A {{ OR N H !,Tf „ +fMINS FILL WORE F TI I LYN K I L N Q DETAILS c�t AND/OR SCHEPULeAPPROVED Y: DATE: N Y CITY N INER C 2 953 FOR p PIPESM OIC BOTTOM OF FOOTIM,lnW MAY BE BAC,�ILLW V41THCONTROLLED,COMPACTED FILL o, �' .,� RECOMMENDED � � � C}ES1GP1 FLAN PREPARED Y, ' 0 3913 JRM JOHN MELCHER,AIA ARCHITECT Nr AL DATE DRAWN C IFC NIA ARCHITECT LICENSE .C-3913 SHE ET 04 APPJL 2007 6779 TREELINE PLACE WDM MNCHO CUCAMONGA,CA 91701 OF 33 5TANI��ARE� 1�)ETA I L5 5 N /WA% 909.2 ,8777 FAX 909.948.8677 )TE5 2 A CA�,F CHECKED DRAWING NO. { NO SCALENO SCALEJRM DATE JUL 2004 FILE N c� a ' KNOX 5OX lNeTAL.L.ATION ARTICLE 87 FIRESAFETY DURING CONSTRUCTION. ALTERATION OR DEMOLMON OF A BUILDING S19OWN,$701 SCOPE On"Ch floor-thm shall be.ptovided 21/2-iuch (0,ti-nup) A�aamcdm mtaW shall,not bWck =663 to buildingso by- $706.4 Cutting.ancl Weldlng� i)wnohdon�opt*tions fuvomng lt6rAd0ft4t&,MoWCa3W1 valve*aft for-aft depiut&at um wittoe owswactioibsight re- 4�raats or awapotucw. cutthn'andwelding 4h411 b0z iti uwoWmce with Ai.0010 4P. Arfiele 87. beia q*u lomilation of a dw W atandpo*#tire pumps aAdwatur .87"16 EmergwiW',UtWhow. Nftea requimd by�the,a�ief, 8"&S Rami" of�Cowbw4jWt Waste. CombustiWc- waste lftinvowwtlom shall be orovi Atoaervethe-stMdpipo. Ran-Cho Cucamonga' Fire Dep4rtment talwhqvi�,faaHtiin Aall bavrovlded'at the c6nunktion 4w-for mucrial,trash 'and tubbish shg1l,n*06 bun*d at tbe,&Mowoo� -8"4A.3_2 Ttaporao-stmftipes. T*mpomy stan Ate. the 0"jos Th� 4W unUssOppr0ed.Aeciimulaloas of such mAted 40pVON 062-PaRmpm 'e-ofemarbacy we= al shdl bo re, Ftre Safety Diviston Stondtird inp t Symons am $Umt akkessafftr4nstw�cdon-site 6hall pq3tada abMUto niov fmm the sho"'dbw as=essm to ndajrnj�.. hebuards For pam*q to Conduct aoesto$�-renx -a%*tdqwer togoto wjth�ihe fire oepmmnt wkphoae%aumtw. -Urchm- x�al"mUasso&lated by to msw & water pa rdnuto 4 Of $93 L sftdoa 9707.W$ecoon 10,Powfa 0A. 50,pAuxU p�t square i (�45 kPa).prvtsuro with a s!dr4pipe, 8184.17. -protec#on klan., When requl�xd by tfiacWef,a lbe cMef for'boildiag de- -014mm),-AU oultets,aWl a 6t be FIre 8706,6 Fire Wateb, When required by sim of rwt Im thiom 4 hos.(1 k"tban�1�2 fwfts(034=q).pumplasequiv=01 sufflowvtol fifo-pmtecdon pka shalike-estibUshed. moution wwqb is�a��in namm,quawed pmonno 3hall b* R. A N -C H 0 C C A 0 N 0- A 1 -4",On-sita-rue watcb-Th!s sole d.mpr.rve�. 664MON 8703-APPROVALS Provided to setva as Two: Rancho CucaMonga Mire Ni st r1l ct. VJdOWS prWm and VOUune-8ball U -Clas�M standp*p�sys watob %&V SECTION 870$,ALTERA-11ONS OF WILOINGS pemomtl sball ba to watch ibr fhe*==Wce 0 AWovd of the&*47-W=9fions mWad for build!W being t Knox Box histcIflatioll.for 3200'Senies Knox Box aWuvd or&=V*WSfty be IrWA b" 6 ZbW-In, $M4.4.3.3 Daae4 xeqWremra. StuWpipe systow fo 10M.1 Gewn-A. Alteratiow of buRdihgs�,qhaU be ln=ordmce I Q E 0 N T Q U C' T 10 N 9**Q V I C'C' 45 b"np wda cowsmvj*4"be inwlk4�s`r0qtW0 ft POP -with thr.BU!Wn&Cbdoj appUcable provmjious -Secdcm 004, SWTiON 8707-ASORVOS ROMOVAL, 1/30103 =11W stawpioe-system, b U I I D. N iC�� -k N D 6 A r'E T Y Staadavd .09i3 #707.1 Gwtr4 Op4radobs mllvol*viag-ftmav4.pf asbaias 6r 1300AP 404rda"as Q"'Pli MWkfCFk3.W 6144.� CombasOle Pabrl& Combtwdble debris sW-not be� rmtaish fx*m b0dings-shaU,bo in accor- ( :9 09 ) 477 - 27- 13 8705a Fire- buiWipg- is pro- pr4fectida Systkms� When Page I of 2 1/29/04 Ammm4w within dance.with-SecdoA$707. building*Combusfiblo debvis,rabbis)*Md imed by firv-pmtectiou syskm% vxhsyswau shall be.aWn- WaW Mat�oa"be X4=Vtd'�0Mb0"t126*3 often as Pract- W 'No debris,wutb mftdal aAd trasb sbaR not�1,m-, Pe M Ong es doting altemtioo. SECTION 8704 PJAESAft- bUOUNG -1 Ckwftsd Wh=alontion=qaireslu"kkdoh ot a,pordionof a f Ito- -CONWAUCTION on*e sitevoleis appmed. L INTENT pcotoWon sysmdi.�hb=W06rof the-qtfem ibWl tic keft in w- ?;W,dum,ew=or b"M which-bava a faej�loss tb&4 TEMPORARY POWER REL-EASA 8704.1 GOMIA, $704.6 MoWr EqWpoeAt. lnloxnal-combusdort-powmd vica.wl*ft It is n000sary-to slwt d'om the extive syuem a Gut: �1,.U!wvr fat<6400 mm). daooe vith 8"do 8704, comwke equipmoat shfill W und-fi%Accordme'"'0;Ole fO'- wwh*all tm kept-cm iftuatil ft system is retumed to sevice, CHECKLIST & 'PROCIEDURE'S' e� for the of a Knox'box se-- i g building�,%qithin the Firo I W*1 Or 00bg PAR*WbIgh 114V*An 4M OfItU OM 10 SqU= To establish conslistent,gpi&lin installation rwil l)-o 4 41�00V'OX%-0=10 cot(3m J�U* dwmem av-,=we&sball be es- L Eqpipmev shA-be locaftd so,Omt OXMusts do not dW of egmss'comporients hwgiw� 8705.3 Means OtEpeSs. ftqWzd tw= rm(493 M tzbgs�zd aw with Owdo 902, shall bo ra.,daWned in aocadamo-.vRb Arucle 12- 4, Floot tiks whiin a*duntka afwork�can be o*mplered=# Ico We M- ON;Whm VFOWAI W_RMMIY 4== rn& of EXCEMON;Apptoyed WmWuy me=of�cg=s sysftm or thoA four��i W�Wft vewca dmvis*W=ram*M0 wiw 44cm toe,eft 2..Whert poWble��xhansts sball be p4ed to the ouWftof ft S. Oroup It,Division 3 0=pmcics. THE FOLLOWING ITEWS ARE 105QUIReD TO BF COMPLETED PRIOR. TO POWER 11. AUTHORI.. 8707.2 NotWeadon. Thp d4cf sWU bo RWOed 24 hom prior to SMA =d Cooitruedov. Fire-m- 1. RqWppipt sbalt not-be refutka wWlo In optratim and, an RELEAUS sisfivi auemblies�Ad ccnstructio�s6ll 6e maint�int4i in acew- tho comatencon d dosumof aslseaos-rewval qpmfions. 8703 Wakr $upply.'Water WiW ad by&2M sball to 4. Fud for oquipmout effiaU ba stowd 4a ea approved=e out- danoo-wUh Se4wa III I. 71w Par*appttmnt 4ull notify the;biditfins offieW when as- Th'sstandard"s accOrdan0e'WitbRCFPDOrdi*nance39au42DOlCFC*A-rtic]690. I in jazaUed=d ppoagonO In a0=64a Whis SU006 M.. besm abattmut Jnyolvts ft 14moval of,w0tl*which were =4 w a feawre-of zbe buildi4ss ruewiawm i. TRE CONFIDENTIAL SU$Ih'9-.$$ OCCUPANCY 006RIOX 4ON AND UTILITIE$'$HUT OFF FOW (BLUE, CL",QN-.*WbiiiW 4tt� 8744.7, 009ftgMevtms�. T"omrybj�ating dr-yiecs"-JbPGf SECtION8706-FIRESAMY DURING.VEMOLMdN 111.�ADPOPTED. STANDA DS FORM)MUST BE COMPLETELY FILLED OUT AND SUBNWTED, W14-A -as apixwed tyM loo*d away ftm cdmbust%'b16-MMdA4,=4 87-064 GexeM,, Demolition of baUnp.sWI.bom; acc�alawx- $707a Inasfi�-Viiia. PlaWo Min which is iwtallodon�bWkOng qftndcd*4 AulatalwA by corqpnM perso=d. %Ith Sc4don 8706 an�,,wlt=Apph;able�Secdans=4 wd SM. elemiAm SMA Fire ProteWoa $70" SMGI&91 sthoking lkzu�br,mftbit4 exrqt in those prative mmrial in Acmdanct W10$Wdoo 11*343. 2. THE FRE DEPA- RTMENT ACCESb"SHALL BE COMPI-ETEOPER TME APP.ROVFD.PLANS.AND RCFPE) Knox boxes must be,installed on buildings with*in' the Rancho Cticamonga .1 When-required by-the Chief, DudnS*the�coftt6xVa0* n of A1nofts=duo;- ama app=44 When'xeT*hed by ft,61d,a sWmb1e-,6AV6"=a 97063 Automatic Sprinkler Systeau Whp a Wildigg-to? STANDARDS, tHIS'INCLUDES,AC KVING AND lf)-.-�NTIFICAt[00 OF FIRE LANES. 0�60.kwtqllrA=d dehwfiftd cmftala's-a sp;m*�er qstem,su 6 sys�e=3h&ll a0C W Fire District i the fol in manner: ; in J.ow of the chief. wdl oad, dom dw�wmmkmtica atian and waste-dLs- -it;JA SMIM firepmCalon swil W Provided in 4000wkW6 with 8740 CuuWg and Welding. �vtfiu weldins-ormdovs bsal*mas for asbmos- ' remyalvpemlovs.The dow sball at= 3, THE. UNDERGkOUND FIRE LINE MkST 8F. COMPLETELY WSTALLEOt TI�SVE.0, ANO- FINAL 8704.� sWi bc 41a w4m4=eV'n'th.AWde 49, -aiea.that wbew*is 3, ith* 10-feet of the frobt door. The�Knox box 9706.3 Fim Hose..sulta -fire hm�as T0q111r#d by ft 4;W4� ftt a*wos bbdn ramvW 04M ft FDCS' PIVS WD BACK PLOW OEVICIFESMUST BE PAINTED Rr:D, ARD A. Boxes shall b&instaflo,.d mi the wall of the-building W1 M shall bt zainWhc4,At tht damoll6on Al"te.Such hose shall b**oa- pftte4 awdwgea and that pro%w respir=y gotecd=is se- ACCEPTANCE GRANTEE). $704.4.211re extb*W*f�r& mr,W�ngubw�s SWI'be pro- WC10 mmue-pro4lAft E"Va0L The use of zor,,,w or . . . H DRANTS MUST BE PAINTED Y&LOV f. SIGNAGE AND BOLLAR08 MUST -0E NSTALLM IN �hall be i M. -talled in the areas ftf whiQh they art;r�6adily.'accessible and with.hard.surface. - emed W an jtMove4sourco of water=d.4mU not impWe fire Y teowd'by ihewof_ de�f=fordw miadag of pipejoiats4h4l t,.0 ACCOROANCE TO RCFP D:STANDARDS, Tbo minket md We�of eXtineui6m 4WI bo aircgi*a by ft I awordM4e.wltb Ankle.49. or ft toe.a* Jowerlhan 5,feet.frow the adjacoot 6h1ef,nd the."e of exdn#WA=sW bo,suftabla f �e top of the'box,sl�all be'instatlpd no hig�4er than 6 feet nor B Th 9704-11 FlawmaNe L1qVWs, Thestorago,use and-bandiloo 0 4, RHEAb FIRE SPRINKLER SYSTEM SHALL OE 05TALLED� TESTED AND FINAL THE OVE wl*Mole W.ventila- f 1�bmqblt twds A811 bo in==&Mco ground.tov.el, ACCEPTANCE GRANTED. 87K43 Stmd i A%00 be.provided for operations v0dog thi�application of C. 'The box.must be-installcd in.-such a manner.as-to be-clearly Visible aod froo ftom any o'bstructi4in 87-04.4,11 Whe 'alradl EVay buUdIng. atorles or 5. THE FIRE ALARM (SPRINKLER MONITORING,' $MOK15 DETECTION, OR EVACUATION $YSTEMS) m tvq C"ft 'd dthtx more irt.helghtshA be pfo*�Idedwkh not Im than o"Andpipe BV4.120p�v4wm Devi Opeft-flatto evices arA REQUIRED SHALL HAVE PLAN CHtCK APPROVAL, BE OOMPLETELY INSTALLED (INCLUOINJ3. (ine.Iiiding tree�, bushes., li*.). 5 "'d i am-where A=Mkk for use during co69truc6oa..6uch stadpirw 441 bt i64WIed PHONE LINE$)AND MUST BE READY FOR TESTING. whca ft proom-of mswdcdort is,a6vmdw thaii 35 f=(10 668 zauaiats muhigUW4. *in)k.h4ght above the 1ovng 19*61.Of Me 4040mtat Ums, D. 'If thi.-'boj�.'Is equipped With,a tamper switck. the letter "A", Ri either y6flow or white, ghall bc:placed Ith ft dq*iW $704,13-AVbalt=4 Tor Ketde& Asphalt and tar kettksshall Sa4 9wWV1#s shill be pmvide4vn eathost,,con- 0 6. ALL.THE REQUIRED EXITS $HALL BE COMPLF.TF- AND LEA0 TO A PUBL.10 WAY. THI'S. iNCLU.0.�.11� be:10aW4 ad opaat�4 in=oxdaace�witli&w6on.1105. tw door of the box. oettions at a ibj� OM& W uSaWt SMIM 90d the ANY CONCRETE FLAT WORK AND AC PAVING THAT WOULD LEAD EXIT SYSTEMS TO-A PUBLIC swdpipe dudet.s sball br;lcattd.64WW to sli�h USAW.994. $704.14 Temparm7 ftoftitd W14in. Tosayoxary elecWcal WAY. qstems sMll be dteaded-n*40" tl, , PM8. *hw&-Sholl be in accdAW06 withtswdows$03. E� .'The box shall not-be paiinted, as-this hamp*ers and in.sioinie cases, prohibAs entry-into ihebbx. uses towma oftfkwaf tkWahmpointof 4*r44U0iQ%k bay. SWAS BWWag Acefo. Who r�quft01y ft ftpf,accen W 7. ALL THE INTERIOR ILLUMINATION INCLUDING THE EMERGENCY LIGHTING AND THE EXIT Boxes that have been painted mu�t be replAced. ios swured d"kW&-or flo6rift. ------- btuldlots for tht pumoso 6f foa0dut.shall vw\Oed. $HALL BE jINSTALLFD; T'HE LIGHTING SYSTEM MUST BE READY FOR TESTING, F. Thowd re.*0ft Knox bo.x decal must be,placed on the main entrance(10or-of thi� uijte� Y Above F_XT1t4G0I$*IiE* ALL :FlkE SHALL BE INSTALLED.- THE MANUFACTUk-ERS DXTE. MUST BE the adjacent ground level. CURkENT OR THE, UNIT MUSt BE TA:ibGED_'� THE TYPE AND 'SIZE OF THr=,ExTtNGUISHERS MUST' BE Pf�k RCFPD�STANDARDS. ed on ihi:-. box box,ig i alled in a multi tenant'building,a decal'shOl be plb�c main ,(I) Whena.K 1= 1RE Z�EFARTMENT 57AN`=�ARZ� �N07r=S VE PLAN ontry door-of each suite. Additional-detW6 niust he piprehased'and installed prior to tailing 9. ALL THE FIRE PROTECTION SYSTEMS REQUIRED FOR ANY SPEC IFIC HAZARD $HALL HA CHEC 'for fitial fire Iftspe0i()U. X APPROVAL,AND BE INSTALLED AND READY FOR TESTING. 10. ALL HAZARDOUS MATERIALS $HALL HAVE PLAN. CHECK APPFt4OVAL, THE BUILDING SHALL. G. ExiSting buflAings without.Knox boxds or aii�iii4di,-quate amount of boxes in-ust be IDENTIFY THE MATERIALS Td'BE USED OR STORED IN ACCORDANCE TO NFPA 704, ;Ke.s P ` r to ft final insp A. 5afore making o request f0' r final fire ln5pec-tion,,pleoso read and eomply vilth the applirolole RCeFPV Tetroa(,--tivefy- Oquipped witli a Knok box o�additional bb no coti-oh. notes. 11, THE KNOX BOX' SVV ITCH OR PADLOCKS SHALL EITHER BE INSTALLED OR ORDERED.. wenant.buildings over 50,000 mooG.Knox.box. Tho H. mulf, sq. ft. sliall be fumishO with.more th a. A fire InspectIon and Pino I pproval is required before the, buildin deportmont N111 oarept a fouildinc3 -�pproved by the Chief final Insperflon request. Flea �e oall Fire Construction 5erviras (POS to request all fire In5poc-tions at STALLED. THE ADDRESS 'NUMBERS muST- HAVE LIGHTING 10oat'on of the KnOx.boxes shall be 124 THE BUILDJ,NG ADDRESS MUST BE IN INSTALLED TO PROVIDE AUTOMATIC ILLUMINATION DUAING'THE HOURS OF DARKNESS. Nocf) 4 -2115. 41bte,from the ex-terior only n 1. When buildin 19 have fire ProtectiOn cqwpw em rQoms acces a 0. A Knox I box must exist on the buildinc3 or a Knox box must be, purchased and Instolled in areordanc'e, 13. A CbMPLETE.SITE. PLAN DRAWN ON 8 %"'X� I T' OR I I" x 17" PAPER IPENTIFYING*THE. LOCATION 9 f nt room, additimal Knox Box shall be proVided at the door of the fire equipme. vilth RCFFr> polleq before f1nQ1 Inspertion. OF T-HE POLLOWNG-IUM8 MV8T- 18� �IJBMITTED, V. The keg to the buildinca or i�vlte must be given to the, fire inspector ot the time of flnol Inspection. The A, THE BUILDING FLOOR PLAN AND LOCATION OF TH5 ADDRESS NUMBERS. key Y4111 be fockecl in the Knok box for f Ire deportment ornergonc.9 aeoess. B. ACCESS POINTS/GATES*4 ADJACENT ROADWAYS.,AND FIRE LANES, 1. All ke ys placed.in-side the-box,must be marked idend�ying thp,suit�,,fQ which.it Provides atc�ss Or C. LOCA-TION OF Ohl-grm AND.OFF-SITE FIRE HYDRANTS,PIV'.$v, RISERS, FDC!S. which device ltoperAte.s(a key tag ma E. FIre extingul$hers must be 1�nstcfllecl per RCFPP Fire Extingulsher pollry. Start the pl=ement of fire y,be.attached.to the-key)., 0. 'KN`OX BOX LOCATION, extinposher noor the exterlor' exit doors. Mount the fire extinguisher in a visible and aacosslble loration, E. FIRE ALARM CONTROL PANEL AND KEY PAD. K, D the final ocipupanCy inspection,the.Knox box.. must be lo.cked by. tho fite departtneftt 5 1/2 to 51 above the f inish f I 6or to tho hancile. 5ulldings vilth multiple f loors must hovo ot loost one f fro F. ' UTILITIES.6H-VT OFr LO G7 ATIONS(GAS-1 ELECTRIC, AND WATER). ulin� I extinguisher per f loor. Light kozard (off 1ces, clasaroorns, cftrrhes, assembl� rooms, residential) ified koys hisirde. The Knox box door shall bi� attao-hed to the, G, OTHER FtRE SUPPRES$10NVSTEM$, HAZARDOUS MATER-IAL.USE AND STORAGE. persomet, with all the properly ideht occuponales require "2A10ac," fire extinguishers. The mox1rnum coverage aroo is 51000 sq. ft per box'with the chain provided. extinqvisher and the moximum trovel distanae Is -151 14,,.,. ALL TH.P_ REQUIRED UNIFORM FIRE CODE PE-14MITS $HALL HAVE BEEN ISSUED AND THE Ad(fitional Knox boxes may be,,desireA by th.0 owner/docupant wd/or Tequired by.the Fire Distdct. F. A Confidential Svslness InPe?rmatfon form must ba" fillad out 1:;g the occ-upontlov4nor prior to final NECESSARY PLANS. APPROVED, (i.e. HIGH ,'PILE STORAGE, LPG, COMBLIST1814 LIQUIDS,, L. Insp"tion and k�e providoct t6 the fire lnspaietor. The, form is avalloble from tho Fire, Construc-tion ASSEMBLY USE,WELDING, ETC.) by the Chief'pnior to installation. -of the C,Knox.�oxesshall be approved The location 9 Service* (roS) c-ovnter. PROVIDE A LETTER-OF INTENT FROM THE OWNER AND/OR TENANT ON COMPANY LETTF-RHEAD,. -Fo must approve-the, f ire acaess road ond the kxotor supp 19. Contoat M.. ,A masterkeyls prefe�xed., but'not.reqtAired. The kqys required i.n the Knox box are for the main. 6. l5ofore lumber is dropped,��RC.41' SIGNED BY* AN AUTRORIZED COMPANY OFFICER OR THE OWNER, REQUESTING TEMPORARY t -2*715 to aoorcifnate the, Inspeetion, Ahan the projert is reocl� -keys for persannol andvehicular gates., control valves,,break away the Piro Constrvation Serviaes at (41000 41"1 POWER. INCLUDE A DETAILED. ANALYSIS-Or THE PURPOSE FOR A TEMPORARY CONDITIONAL entrwwo to the suites, Padiock for Insportion. ame a elevator recall. -ILDING OR SUITE WILL NOT BE 'OCCUPIED OR, US-ED FOR - roof,hatches, eleotrical room,mech at,WOMS Ud RELEASE, AND NOTE THAT THE BU pad"locks, fire,glartu panels, STORING MERGHANDISE, (SEE.ATTAC�HED SAMPLE L&TER) SECOND PLAN CHECK (REFER To NRITTEN RESFONSE5) 01 AU6 Oro 16, FOR TEMPORAkyr POWER OF ALL-SHELL BUILDINGS, PROVIDE A LETTER OF INTENT FRPM THE DEVELOPER AND OWNER $TATIN*0 THAT THE BUILDING WI`LL NdT BE OCCUPIED UNTIL THE FIPST PLAN CHECK MEFER TO ViRITTEN RESPON5ES) V MAY 05 Q0 13UILDING AND ".FEV DEPA.RTMENT RELEASES OCCUPANCY TO THE BUILDING AND THAT THE Cu POWER RELEASE 16 ONLY FOR THE TESTING 01z THE FIRE ALARM AND THE BUILDING SYSTEMS'. Inspection Note: My DESCRIPTION OF REVISION DATE buildin for final and grant acceptance before APPROVED: M IF SOME FEATURES OF,THE BUILDING REQUIRED FOR OCCUPANCY HAVE NOT BEEN INSTALLED, Fire Constiuction Servi'ces must MiSpect the g PLEASE NOTE EACH SPECIFIC ITEM SUCH.AS LIGHTINGr EMERGENCY ILLUMINATION, EXIT'SIGN&, the building department is summoned for their final mispeefion. ETC�. (SF_E�ATTACHEU 8AMPLE.LEIIER) cuc 66 Pleas call Fv* e Construction Services for inspections at 909-477-2713 CITY OF RANCHO CUCAMONGA 17� WHEN A-$ BUILT PLAN.S ARE REQUIRED,THE.PLANS MUST BE SUBMITTED AND APPROVED.PRIOR TO.ANY RELEASE. RANCHO SUMMIT - PARK C RCFPD PROCEDURES AND REQUIREMENTS 18. ALL, CON67RUCTION WORKCONQUCT�D AT THE TIME OF POWER RELEASE MUST 'HAVE THE B REQUIRED U11LOING CM 19. FIRE CONSTRUCT'ION SERVICES (FC6) FIELD PERSONNEL SHALL REVIEW ANY ITEMS NOT D WITH'THE FCS SUPERVISOR. COMPLETE PULTE HOMES/DEL WEBB 0 477 APPROVED BY: DATE:,-_� 0i CITY ENGINEER tAL.-&W10, .111-o& RCE: 144�S DESIGN PLAN PREPARED BY: RECOMMENDED JRM JOHN MELCHER,AIA ARCHITECT CALIFORNIA ARCHITECT LICENSE NO.0913 RE E L DRAWN SHEET 3 RIL 2 D7 6779 TREELINE PLACE Oki WQM RANCHO CUCAMONGA,CA 91701 L-25 OF 33 909.268.8777 FAX 909,948.8677 f-4 C CHECKED DRAWING NO. E JRM -7 9 JUL 2004 DATE FILE NO CID CC Effective', (n FIXTURE SCHEDULE GENERAL NOTES P L, U'M"m B I N'G `EGEND AN'D SYMBOLS Wpm ABBREVIATION SYMBOL DESCRIPTION 1, THE TO TA L INS TA L I A 17ON SHA L I COMPL Y W TH A N Y A Z A L L REQUIREMB V Ts OF THE L EGA L L Y SYMBOL DESCRIPTION WASTE TRAP VENT CW HW REMARKS MANLIF. NO. CONSTITUTED AUTHORITIES HAVING JURISDICTION INCLUDING 2001 UBC WITH CALIFORNIA No. -T Alt REFERENCE AMENOMEENTS AND 2001 UU01UP0 WITH 2001 CALIFORNIA AMENDUENTS. �,�SHEET No. .............!— PE�NAL-WARE P679-1 TERCLOSET 4 INT ADA COMPLIANT W, LL idow W, 795-35 2. 7Hj- CONTRACTOR SHALL wSIT THE SITE PRIOR TO 81D AND 5HALL THOROUGHLY FAMILIARIZE TION REFERENCE WAL SIEEVE , HlySEIF WITIj THE ExIS771VO CONDITIONS,UNDER WHICH HE WILL BE REQUIRED TO WORK. ST K/RISER AC APPROVED VAUUUM §REAKER WOODFORD MO�Dit 1 # ER REFERENCE �?4P P, UU81A(G S TA CK OR RIS W HB-1 HOSE 818J 314 L 010A If* UNDER L A LOOOR l(R,' BA CKFL 0 W 3, ALL 11VOICA TED DIMENSIONS ARE APPROXIMA TE ANO ARC GIVEN FOR ESTIMA TE PURPOSES ONL Y. EQU AS REOP BY CITY INAENT 6EFORE PROCEEDING NTH 7HE WORK THIS CON7RACTOR SHALL CAREFULLY CHECK AND VERIFY T REFERENCE WALL HUNG 1.5 DURA-WARE 11t953 W1 OP ALL DIM961ONS, SIZES, REQUIRED CLEARANCES AND SUALL ASSUME FULL RESPONSIBILITY FOR to ��ID. No. 114 112 112"' ADA COUPLI�;vf VALPVE117J6 & T-E - T L-1 LA VA TORY 2" 4 TNE RTTING OF ALL EQUIPMENT AND MATERIALS HEREIN REOUNO 0 OTHER PARTS OF THE rRAP AlCt RW RW fi,FOLAIM WA TER WORK OF OTHER TRAOES. J. SMITH 12005-A-R-P8 CA CA AIR Fo- rL OOR ORA//V 2 1 112 1 112 W1 TRA P PRIMER 5 SQUARE TOP 4, THE DRAWINGS ARE ESSENTIALL Y DIAGRAMMATIC TO THE EXTENT THAT ALL OFFSETS, BENOS, CA GAO AIR OUTLET TRAP PRIUER CONNECTION .......... SPECIA L R TTINGS A NP L OCA 77ONS A RE NO T EXA C TL Y L OCA TEO. 0 WA 7ER WALL MOUNT ow ADA COMPLIANT HAfj�6S7U000DUE0V9WUT11Nl9G` Al ATE T WA IER DF-I DRYKING FOUNTAIN 2" 1 112 1 112"' IN THE PREPARATIO)V OF THESE DOCUMENTS, CERTAIN ASSUMPTIONS ARE MADE REGARDING HW SS FINISH 5. WALL EXISTiNG COA(0177ONS, SOME OF THESE ASSUUPTIONS MAY NOT BE VERIFIA81f WITHOUT HWR P T WA,TER RETURN H�ff 1.0 PF) PEIi7l.,A L-WA RE 70 7 EXPENDING AD91770JVAL sUmS OF MONEY OR DESTROYING OTHERWISE ADEOVA TF OR SERVICEABLE 795-41 @ 17 AFF AX 91ROtS or WASTE A60VE GRAOE FLOOR) U-1 URINAL 2" INT 1 112" J/ S or W 0 44" AFF MAX WAS SLEEVE poRrjo)vS OF EXISMV0 BUILDINGS ANDIOR EQUIPMENT. THEREFORE, THE ENOINEER SHALL NOT 8E ..... Hao arsmslw FOR ANY CIIANGES OR ADDITIONAL COSTS INCURRED OUF TO EXIS?7NG S or W �BELOW ORA06 (or FLOOR) PRECISION PLUMBING tl iT 112 WITH ACCESS PA PRODUCTS 'PRIUE-RITE CONDITIONS. v UMBING VENT TRAP PRINER 112"INLET & 112" OUTLET --------- PO V', -OFF DRAIN LINE, PRECISION PLAY8ING 6. ITEMS RELATEO To PLUMBING UT11177ES ANDIOR 07HER SERVICE(S)v MATERIALS. LABOR, PERMITS, cwv cwv WASTE AND VENT VARIES SEE P4ANS FOR PRODUCTS SO-SERIES , ffrES ETC., SHALL BE VERIFIED WITH THE RESPE077VE SERVING UT1117Y COMPANY PRIOR TO WIA I ;YA TER HANNER ARRESTOR WITH ACCESS PANEL SUBMISSION OF A 6/0, THE ACT OF SUBMIT77NG A BID SHALL CONS17IV7E FULL RESPONSIBILITY COND TE DRAIN OF THE CON TRA 0 TOR TO INS M L t�SER WC6(S) IN COMPL 1A NCE W TH THE REQUIRE41EN TS OF TRE SD SD ABOW, GRADE (of FlOOR) sERv1jVG UTILITY COMPANY AND,THE MECHANICAL ENGINEER.� THE,CONTRACTOR ShAtt 8E RD/OD RDIOD f OVERFLOW DRAIN A60VE GRAOf FLOOR) RESPONSIBLE FOR ALL cHARGES LEVIED BY THE SERVING UTILITY COMPANY EXCEPTING THE FIRST S LOW PRESSURE BltlljVG DEPOSIT iT MPG MPG S MEDIUM PRESSURE 7 plE 00jVTj?ACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS /N LAYING OUT HIS WORK AND ..... i/QVID PRORAIVE GAS EQUIPUEN T. HE SHA L L COOROINA Tf THE WORK OF rHIS S0 TION Wl TH THE WORK OF 0 THER LPG 00 Z., AS------� AS U TOMA 77C FIRE SPRINKIEl? rRAOES AND ALL JOB CONOIT/Oms. IRROUIT SETTER 8. THE INSTALLA-17ON OF ACCESS'PANELS OR OTHER INDICATING EQVIPUENT OR SPECIALTIES sov 11HUT OFF VAL VE wuww REAgiNG ajusTMENT, INSPECTION, REPAIRS, RCUOVAL OR REPLACEUENT$HALL 6E coN wowav rt Y L ocA 7ED W1 TH REFERENCE TO THE FINISHED BUIL DING. ov CHECK VALVE REOUCING VAL VE PR V 9. ALL EQUIPMENT AND FlX7?JRES INSTALLF0 UNDER THIS CONTRACT SHALL,BE HUNG OR ANCHORED PTR TE*MPERA TURE RELIEF VALVE iN AccommcE wITH TITIE 24s TA61E NO. 16 A-0, is RPBFP PR.,56URE�ACXFZOW PREVENTER 10. THE IWTENT OF THE DRA RqNGS ANO SPECIFICATIONS IS TO CONSTRUCT THE PROJECT IN DN 000 A CCOROA NOE W1 TH 7111 E 2 4.- CA UFORNIA CODE OF REVUL A T100, UP UP I,. WHERE MA 7FRIA L is SHOWN ON 7HE DRAWINGS BU r NOT SPECIFIE0, I T SHALL BE OF THE SAME DIV DOW TYPE AIVP QUALITY AS EXIS17NO MATERIAL. UP UP 0— RISER.& PIPE DROP (UP AND DOWN) 12. THE,FIRE PR07ECTION CONTRACTOR'SHALL PROVIDE ALL REQUIRED HYPRAOLIC, CALCULA TIONS AND FIRE SPRINKLER HEAD LOCA710N IN ACCORDANCE WAY NAPA .13 TO THF.LOCAL FIRE OEPARTUENT FOO ALOOR CLEANOUT —4- FOR RE14EW AND,APPROVAL OF THE FIRE PROTECTIOM SY$TEM, woo !0YALl CLEANOUT a Tur sysmd(s) liv ACCOROANCE WITH REQUIREMENTS OF THE GOVERNING AUTHORITIE'S co EANOUT PLUG C.a I.G. YARD aEANOUT or 01CANOUT TO GRADE 14. ALt aulvouTs SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE 'CAP ON END OF PIPE REQUIREMEN Ts THE CON TRA C TOR SHA I L COORDINA TE At 1 01 CA NOV T L OCA TIONS W/7H EQUIPMEN T �HOS CAMNETS, ETC, AND THE ARCHITECT PRIOR TO ANY INSTAILA TION. H8 E 8186 WITH VACUUA4 BREAKER WHA & TP WA TER HA MHER A RRES ToR TRA p pRIM,CR 1,5, THE CONTRACTOR SHALL BE RESPON.518LE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH A RE EXCA VA TEO A i VDIOR DA MA 00 6 Y HIS OPERA TIONS. #V A DDI 1704 rHF CON TRA 0 TOR 8v LL VALVE SHALL RE,5ToRE To THEIR ORIGINAL COND17ION ALL PLANTED AREAS DAMAGED PYRIS OR GAS REGUL A TOR OPERA TIONS. GC GAS COCK (or CA$ STop) ACCESS PANEL A.P. 16. ALL CON8,07ONS ro EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUP1701V TIME,KL BE A6OVE AS SHORT AS POSSI&E. THE CONTRACTOR SHALL. GIVE THE OWNERS REPRESENTA710C SUFFICIENT A6V Ato 77CE OF SUCH IN TERRUP TIONS A NO THE A C TUA L SHU T-00 WN 71UE SHA L L BE A T A TIME BEL, BELOW DE,51GNA TE9,8 y THE owIVERS REPRESEN TA 77 VE. aG. CEILING 17. ALL EXTERIOR WA 7ER SHUT-OFF VALVES 6ELOW GROUND SHALL 8F INSTALLED IN YARD 8OXES CONN CONNE07ION W1 TH CO IIERS,comSpIcuouSL Y MA RKED "WA TER SHU I-OFF RESPEC T1 VEL K COW T CONTINUATION 01 rx/S I EXISTING NEW ANCH"ORAGE "AND BRA-CING NOTES ON DOWN H.C. HANDICAPPEO C71 IE ALL MECHANICAL EQUIPmENT SHAIL 6C 8RAC69 OR ANCHORED TO RESIST A HORIZONIAL FORCE, A NG INVERT-ELEVATION LOWING CRITERIA; NORUALty amo IN ANY DIRECTION USING THE F01 NC NO NORMALLY OftN FIXED EQUIPMENT ON GRADE 2031,' OF OPERATING WEIGHT- 242 Epst Airport Drive,SWe 11207 Son Bernordino,CA 92408 6— P.01 0. POINT OF CONNE0 TION Phone,909-890-3700 DE P,0.0, POINT OF HOLITION -89CW70 FIXED EQUIplW&T Ow .5TRUCT, J07o OF OPERA TING WEIGHT 0— Fox:969 7W. TYPICAL Emc6t,cod@designwasteng.com 2, poygl? DRIVEN PINS,, SHOT PINS$HAIL BE A MINIMUM OF 0.145" DIAMETER 8Y 1 112" LONG AND ' U.O.-N. UNIESS OTHER NOTED EUREODED A MINIMUM OF 1 114" INTO THE CONCRETE, TEST PINS FOR 2001 PULL-OUT LOAD ON 50ro VTR VENT THROUGH ROOF DESIGN WEST ENGINEERING ' T -F W/ -RiNG&E14ERGY CONSULTANTS of HE IRST 90 PINS INSTALLED BY 6ACH OPERATOR, IF ALL PINS PASS THE PftL 7EST, 1HEN TEST Wl TH MECHANICAL,E�GINEC H OPERA TOR. FU PLUMBING FIXIVRE UNIT 10,,o OF THEREMAINING PINS INSTAILEO BY EAC SEC CONO SECONDA R Y CONDENsA TE PIPES .5 OR DUCTS AND CONDUITS $HALL 8E SUPPORTED AND 8RACEO PER THE $AIACNA "GlAIDELINE F RESNAINTS oF giCHANICAL SYSTEUS AND PL40ING SYSTEMS') lHfw OWPERSTRUT SEISMIC SEISMIC RE,5 TRA/N T S Y 5 TEM FOR PIPES A VD COMD Ul TS Ok Y PIPE MATERI AL S C Hm "E D Um L E FIRST PLAN CHECK (REFER TO WRITTEN RESPONCES) 31 41AY 05 My DESCRIPTION OF REVISION DATE Pipe materlol Too F Pressure Shut-Off D.- $ervice Filtings Roting Volvo -OF RANCHO CUCAMONGA CITY PSI. SWP Cold Woler cost 8rollzol RANCHO SUMMIT - PARK C copper I Tube Ak Gfound wfought copper check q PLUMBING LEGEND, Cold Water t -1 � I � NOTES, SCHEDULES Copper K Tube 125 80// >-4 i fo 8olow Gfound lyfought Copper AND DETAILS -onze Hot Water C> Copper I Tu�e d 125 80// U) I Abv. Ground Wrought Copper, PULTE HOMES/DEL WEBB Service wefght vent NO u APPROVED BY, NIA NIA DATE: JVIA clost /ton CITY ENGINEER RGE: 35 ---------- DESIGN NAN PREPARED BY. RECOMMENDED service weight No-h 6 $Off cost ftft JVIA x/7 smi JOHN MELCHER,'AIA ARCHITECT 8 JVIA 125 '3063 Dmins copper L hube 5""" � OALIFORNIA AR(;HITECT LICENSE NO.0.3913 OEM- i EXP.06-30-2006'�� SHEET 617,1 TREELINE PLACE "AMOs RANCHO CU(, VGA,CA 91701 L-26 OF 33 909-268.6!71 FAX909,948,8677 . ....... CHECKED No. DRAWING -------- lip lasomig Tm�— 07/09/04 WE 6 ...... FILE NO cq C 2 K ty P 0 /0 W P Li I F—__ T ""A's I lip's --]AR-PS VE or 10 IV , WA 7 ER HA MYER ARRESTOR PRECISION PLUMBING REFER TO PLANS PRODUCTS AP FOR SIZE AND PRIMER VALE LOC TION. 1 ' . • 1 IN. TRENCH ECAVA 77ON . . REFER TO PLANS IIS DIS7RIBURON UNIT FOR SIZE A .: PIPE UST E SUPPORTEDERE REUIREI3 O PIPE SHALL PSS THRU BY VN067URBED EARTH. LOCA 77ON OF I P ON OF Fop G : `:® , PIPE. 2 — TO FLOOR "MAX. 0 DRAIN TRAP. PIPE SIZING AND . • 1 •° FLOOR DRAIN TRAP PRIMER DISIWIBU170N CHART SELECTION TABLE I • MAX. ATER PPP FIXTURE CROSS . : • ' PIPE NO. OF PRIMER DEL. ON 15 USE STAND D67RIBU770N DRAINS MODEL SEC. PRESS. PIPE STYLE UNIT IS SIZEUN17S REF. PDl PIPE SLEEVE. DROP. 1 1 P--2 2 OZ SIRAIGHT NOT REQUIRED 112 1-11 A BOTTOU OF 7RENCH 2 8 XC VAnON ALL 2 2 P-2 2 OZ S IGHT 2 OPENING 3 4� fi2--3 NOT EX ND BELOW `- 1JJ-60 c IS U . 3 P-15 Z. SIRAIGHT 3 OPENING 1 114 61-113 D 4 P-1 5 OZ SIRAIGHT 4 OPENING 1 112 114-154 . 2m 155330 F PIPE 10HRU FOOTING DETA IL 3 TRAP PRIMER DETAIL z - ' WANNINER H-AMMER ARRESTOR DETAIL FLASHING ON INTO T PIPE 1MIN. F R coNT. zEaw DRA ws ROOFING E OWEAPP0 D2 YARD OX L6. SFrLEADC o.V. I C C. FLASHING 2 (25 F.U.) e SEE ARCH17EC711RAL GS FOR ROOF -f 8-—MIN. F CONS le' ID 1_112„ 7 J14y SUN E DF) vitf 2" GP 3 � C ON �� T PIP U. ROOF / ® 20 FACE OF WALL E PLUMBING F C PLANS FOR SIZELOC. C i t co eo I 2� . HB < of 2) 0 p 2'OW DNA To I 0 FULL SIZE HEADER OF 2) 2� i 2 I ° San Bernardino,GA 92408 #207 VENT THIO R U DETAILPhone:909-X90- 7�t l 2� 4U` ALL NT PIPING IN PLUMBING CHASE pax.Phone:TP `�" HT Email:cad@desionwestenD.com To WALLS ALL HORIZONTAL, CROSSOVERS s l CHASE y —1 2 SHALL E MINIMUM OF .F F AMA'� DESIGN WEST ENGINEERING MECHANICAL ENGINEERING&ENERGY CONSULTANTS Wc 4 Ga I A iWCO f I (TYP OF 3) I i 1-112" TP COREVISIONS 27 NOV o all FIRST -� CHECK T I C 1 Y 05 ..a... COQ� 4 DESCRIPTION REVISION CITY PROVED: 1 4A swum cuc OF . CITY OF RANCHO CUCAMONGA RANCHO SUMMIT p PARK C COTG PLUMBING, WASTE, T, 0 AND VENT FLOOR PLAN AND DETAILS 4"(16.5 F.U.) I.E. —1' 10- FOR Color. SEE = DRA WNGS PULTE HOMES/DEL WEBB APPROVEDr DATE 7 f CITY ENGINEERflvK1L . 4953 DESIGNPLAN PREP BY: RECOMMENDED J JOHN MELCHER, IARCHITECT PLUMBI,NG FLk100R PLAm N No. 30635 CALIFORNIA ARCHITECT LICENSE O.0-3913 SCALE.- 114"= 1 2 DRAWN 6779 T EELINE PLACE SHEET tel' CHAN1��' �INJRANCHO CUCAMONGA,CA 91701 OF 33 SAL`' CHECKED 909.268.5777 FAX 909. 6.6677 DRAWING NO. am DATE ,_27/09/04 FILE NO ELECTRICAL SEISMIC NOTES SYMBOL DESCRIPTION TYPE DESCRIPTION F ISH LAMP(S) REMARKS MFR. & NO. I. ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE LISTED, LABELED, AND INSTALLED PER A RECOGNIZED ELECTRICAL TESTING LABORATORY THE SEISMIC BRAC/NG AND ANCHORAGE OF ELECTR/GAL CONDUIT SHALL BE IN ACCORDANCE WIIN INE "GUIDELINE F CONDUIT HOMERUN TO BOARD/PANEL, LETTER AND NUMERAL(S)INDICATE BOARD/PANEL AND CIRCUIT NUMBERS 51.74"L. x B74" W. x 3.06"D. VANDAL WHITE (2)32W., COMPLETE KITH 120 VOLT, 2-LAMP LUMINAIRE LIGHTING 2 CONTRACTOR PLUMBING P " S OR SEISMIC RESTRAINT OF MECHANICAL SYSTEMS AND THE PIPING SYSTEM, PUBLISHED BY SMACNA AND PPIC, AND APPROVED BY DSA. PRE-APPROVAL N0. R0010 DR AS PER DS.A. ANCHORAGE PRE-APPROVAL N0. R0003 -A-1,3 A RESISTANT FLUORESCENT T8, R.S, ELECTRONIC BALLAST LV-232-ELECT-120-OP-WNT SHALL,INSTALL CONDUIT AND/OR ELECTRICAL EQUIPMENT IN LOCATIONS HH(CH CAUSE AS LITTLE INTERFERENCE AS POSSIBLE WITH INSTALLATION AND FOR BINDSUPEPITING SEISMIC RESTRAINT SYSTEM; OR PER D.SA. PRE-APPROVAL N0. R0071 FOR 4100K MAINTENANCE OF ANY NEW OR EXIS77NG MECHANICAL AND/OR PLUMBING DUCTS, LINES AND EQUIPMENT. R KIN-LINE SEISMIC RESTRAINT SYSTEM; OR PER DSA, PRE-APPROVAL NO, R0120 CONDUIT RUM, CONCEALED IN CEILING, WALLS OR UNDER FLOOR 60 FOR UNfS1RUT SEISMIC RESTRAINT SYSTEh9 J. FINAL CONNEC77ONS TO OWNER-FURNISHED EQU/PMENT SHALL BE MADE BY CONTRACTOR, UNLESS NOTED OTHERWISE. ANCHORAGE OF EQUIPMENT HEIGHING LESS THAN 400 POUNDS AND SUPPORTED DIRECTLY ON THE FLOOR OR ROOF STRUCTURE NEED NOT BE DETAILED ON THE PLANS CONDUIT RUN, UNDERGROUND OR APPROVED EQUAL (CALIFORNIA BUILDING CODE, SEC77ON 2336(a). HOWEVER, SUCH EQUIPMENT MUST BE ANCHORED AND THE ANCHORAGE SHALL BE APPROVED BY THE ARCHITECT. TH 4. EXACT LOCATION OF CEILING MOUN1gD LIGHTING FIXTURES, EQUIPMENT SHALL BE AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLANS INSPECTOR OF RECORD SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE ENFORCED. E 6.71" W. x 10.83"H. x 5.79"D EXTERIOR BRONZE (1)506Y., COMPLETE WITH 120 VOLT, HIGH POWER LUMINAIRE LlGK17NG CROSS LINES ON CONDUIT INDICATE NUMBER OF 112 AWG., 600V. CONTAINED THEREIN. TWO 112'S ARE INDICATED SURFACE MOUNT H.I.D. AREA LIGHT METAL HALIDE FACTOR, LOW TEMPERATURE BALLAST #SWP 610-50 MH-120-CP-8RZ 5. NUMERAL(S)SHOWN OUTSIDE TOP HALF OF LIGHT FIXTURE IDENT/f7CA770N SYMBOL, INDICATING QUANTITY OF LIGHT FIXIUR ES REQUIRED, SHALL NOT BE USED FOR ALL ELECMICAL EQUIPMENT WEIGHING LESS THAN 1000 POUNDS SHALL BE BRACED AND/OR ANCHORED TO RESIST A HORIZONTAL FORCE AC77NG IN A WHEN CROSS LINES ARE NOT SHOWN. NUMERAL, AT CROSS LINES, tND/CATES 7HE SIZE OF CONDUCTOR(S)IN LIEU QUANTITY TAKEOFF AT BIDDING OR FOR DETERM/NA7TON OF F/XNRE QUANTITIES TO BE/NSTAILEO. CONTRACTOR SHALL PROVIDE ALL LIGHT FIXTURES SHOWN ON DRAt�7NGS FOLLOWING ANY DlREC1TON US/NG THE 10 OF 12 CODE SIZE CONDUIT. CROSS LINE IN ELLIPSE INDICATES GROUND, #12 UNLESS No7ED OTHERWISE. 70 CRITERIA.° OR APPROVED EQUAL 6. OUTLET LOCATIONS SHALL BE COORDINATED WITH AR HI ELEVATIONS PRIOR TO/NSTALLA7TON DO NOT MOUNT RECEPTACLES BACK TO BACK. RECEPTACLES FIXED EQUIPMENT ON GRADE 20� OF OPERATING WEIGHT MOUNTED IN COMMON WALL SHALL BE SPACED HORIZONTALLY A MINIMUM OF 24"ON CENTER. RECEPTACLES MOUNTED ON OPPOSITE SIDES OF A COMMON FIRE RATED CONDUIT AND/OR CONDUCTOR RUN CONTINUATION 6.71"W x 10.83'"H. x 5,79"D EXTERIOR BRONZE (1)SOW., COMPLETE WITH 120 VOLT, HIGH POWER LUMINAIRE LIGHTING WALL SHALL BE SEPARATED BY A STUD C SURFACE MOUNT H.LD AREA LIGHT METAL HALIDE FACTOR, LOW 7EMPERA7URE BALLAST #SHP 610-50 MH-120-CP-BRZ FIXED EQUIPMENT ON STRUCTURE 30Z OF OPERATING WEIGHT PANEL DESIGNATION.° E=EMERGENCY CIRCUITS, FIRST NUMERAL INDICATES FLOOR; SECOND NUMERAL INDICATES 7 DRAWINGS ARE DIAGRAMMA77C ONLY. EXACT ROU77NG OF CONDUIT SHALL BE DETERMINED BY CONTRACTOR. ANY ADDITIONAL COST REQUIRED TO ROUTE CONDUIT EMERGENCY POWER&COMMUNlGAT70N 50�OF O DIFFERENTLY THAN IS INDICATED ON THESE DRAWINGS SHALL BE INCURRED,BY THE CONTRACTOR. PERA77NG WEIGHT �4JA VOLTAGE 1=120/208V, 3r�, 4W; 2=240V., 3vl, 3W.; 3=120/240V, 1�, 3W.; 4-277/48oV, 3¢; 4W.; EQUIPMENT ON GRADE 5=120/24OV, 30, 4W.; 6=460V., 3O, 3W.; 7=120/208V, 10, 3W.; LAST LETTER INDICATES PANEL OR APPROVED EQUAL 8. CONTRACTOR SHALL BE RESPONSIBLE FOR CUT-OUTS IN 77LE OR COUNTER SPLASHES WHERE RECEPTACLES, OUTLETS, ETC, OCCUR. COORDINATE EXACT LOCA 77ONS AND EMERGENCY POWER&COMMUNICATION 75 7a OF OPERATING WEIGHT 20"ROUND x 18"HIGH EXIE'RIOR POLE BRONZE COMPLETE WITH 240 VOLT, HIGH POWER SPAULDING MOUNTING ORIENTA7701V WITH ARCHITECT PRIOR TO MAKING OPENINGS EQUIPMENT ON STRUCTURE BRANCH CIRCUIT PANEL, SURFACE MOUNTED(�6'0"A.F.F TO TOP) ® MOUNT H.I.D. TYPE AREA LIGHT HIGH 1 PRESSURE FACTOR, LOW TEMERAAXE BALAST. 14' LUMINAIRE:• #VA-IF4.5-S1o0-UR-240-DBZ DISTRIBUTION BOARD/PANEL, SURFACE WALL (-E6=O"A.F.F. TO TOP) OR FLOOR MOUNTED 130 SODIUM ROUND STEEL POLE AND ALL HARDWARE 9. CONTRACTOR SHALL STRATEGICALLY LOCA 7E BOXES, ETC. IN AREAS CONSIDERED ACCESSIBLE: FOR FLEXIBLY MOUNTED EQUIPMENT- USE 4 x THE ABOVE VALUE NECESSARY FOR INSTALLA 170N POLE.° #14-REPT-4.5 10, WHEREVER A DISCREPANCY IN SIZE OF CONDUIT; WIRE OR EQUIPMENT ARISES ON THE DRAWINGS, CONTRACTL?R SHALL INFORM THE ARCHf7gGT AND BE RESPONSIBLE FOR SIMULTANEOUS VERTICAL FORCE - USE 1/3 x THE HORIZONTAL FORCE OR APPROVED EQUAL .INSTALLING THE LARGEST INDICATED SIZE OF ITEMS 1N QUESTION. FOR ALL ELECTRICAL EQUIPMENT WE/GH/NG OVER 1000 POUNDS, CONTRACTOR SHALL PROVIDE BRACING AND ANCHORAGE CALCUL ATI Q JUNCTION BOX ONS BY A REGIS TERED (STA TE OF 16"W. 21-3/4"L. # 10"HIGH EXTERIOR BRONZE (1)25OW., COMPLETE WITH 240 VOLT, HIGH POWER SPAULDING 11, CONTRACTOR SHALL SUPPLY POWER AND MAKE CONNECTION TO MOTORS AND EQUIPMENT REQUIRING ELECTRICA CALIFORNIA)STRUCTURAL ENGINEER, AND THE CALCULATIONS SHALL MEET THE L CONNECTIONS. /N ADD/TION CONTRACTOR SHALL REVIEW REQUIREMENTS OF TITLE 24 AND ANY OTHER STATE REQUIREMENTS. POLE MOUNT H.I.D. SHOEBOX TYPE AREA LIGHTS HIGH PRESSURE RAUNOR, LOW POLERATUE BALAST. 20 LUMINAIRE. ICY-A-S25-H3-FQ-DB-F5 THE DRAWINGS OF THE MECHANICAL AND PLUMBING SECTIONS FOR CONTROL DIAGRAMS, SIZE, LOCATION OF EQU/PMENT AND ANY ADD177ONAL REQUIREMENTS DUPLEX GROUNDING TYPE RECEPTACLE(f16"A.F.F. TO CENTER, UNLESS NOTED OTHERWISE) SODIUM ROUND STEEL POLE AND ALL HARDWARE POLE #20-RSP-5.0 WIRING, CONTROL ITEMS, ETC REQUIRED FOR MECHANICAL AND PLUMBING OPERATION SHALL BE PROVIDED, UNLESS NOTED OTNE7?WISE. Q ALL CONDUIT, WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON DRAWINGS THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT AND THE PROJECT INSPECTOR NECESSARY FOR INSTALLATION OF RECORD DUPLEX GROUNDING TYPE RECEPTACLE(+16"A.FF. TO CENTER, UNLESS NOTED OTHERWISE) OR APPROVED EQUAL 12 REFERENCE SINGLE LINE DIAGRAM(S)FOR CONDUIT AND/OR CONDUCTOR 57ZES TO PANELS, TRANSFORMERS, MOTOR CONTROL CENTERS, MECHANICAL EQUIPMENT, ETC. COMPLETE WITH GROUND FAULT INTERRUP7FR. 13. ALL NEW RECESSED PANELS AND CABINETS SHALL HAVE SPARE CONDUIT(S) STUBBED INTO ACCESSIBLE CEILING SPACE AND CAPPED IN ACCORDANCE WITH SPECIFICAITONS DOUBLE DUPLEX GROUNDING ]YPE RECEPTACLE(x-16"A.F.F. TO CENTER, UNLESS NOTED OTHERI�SE) ABBREVI ATI ONS 14. IT SHALL BE UNDERSTOOD THAT ANY SUBSTITUTION(S) OF SPECIFIED PRODUCTS ARE DONE FOR THE PURPOSE OF COST SAVINGS TO THE OVER. THEREFORE, ANY momMATERIAL SUBST71U170NS OR DEVIATIONS, PROPOSED BY 7HE CONTRACTOR, SHALL BE INCLUDED WITH THE INITIAL BID AND SHALL SHOW A LINE ITEM CREDIT TD THE LIGHTING FIXTURE lDEN7TFlCAT70N SYMBOL, LETTER IN UPPER HALF OF HEXAGON INDICATES FIXTURE TYPE, A. AMPERE D1L. DETAIL MIN. MINIMUM TTC TELEPHONE TERMINAL CABINET OWNER FOR EACH I1FM SUBST1TUTgD IN LIEU OF SPECIFIED PRODUCTS THE CONTRACTOR SHALL GUARANTEE SUBSTITUTE ITEM AS BEING EQUAL IN ALL RESPECTS NUMERAL IN LOWER HALF OF HEXAGON INDICA7FS FIXTURE WATTAGE. NUMERAL OUTSIDE TOP OF HEXAGON A.F. AMPERE FRAME DWG DRAWING M.L.0. MAIN LUGS ONLY TYR TYPICAL SPECIFIED I1FM. TO THE INDICATES NUMBER OF FIXTURES REQUIRED, NUMBER OUTSIDE BOTTOM OF HEXAGON INDICATES MOUN77NG A.FC AVAILABLE FAULT CURRENT ELEC. ELECTRICAL MTD. MOUNTED UG. UNDERGROUND 1�� f8' DaF HE/CHT FROM FLOOR TO BOTTOM OF F/XTURE. OM/SS/ON OF MOUNTING HEIGHT/ND/CA TES CELL/NG MOUNTED AFF ABOVE FINISHED FLVANDALIAOOR EMT ELECTRICAL METALLIC 7UB/NG MTG, MOUNTING UL. UNDERWRITERS LABORATORIES 15. SURFACE MOUNTED FIXTURES ON DRYWALL OR PLASTER CEILINGS SHALL BE MOUN7ED WITH TWO 3/8"RODS ON EACH SIDE OF 4'OF FIXTURE LENGTH, UP THROUGH A.F.G. ABOVE FINISHED GRADE EOL END OF LINE RESISTOR M.V. MERCURY VAPOR U.N.D UNLESS NOTED OTHERWISE CEILING AND BOLTED TO t-1/2 CHANNELS ATTACH CHANNELS TO MANN CHANNELS OF CEILING SYSTElw9 SURFACE FIXTURES ON SUSPENDED CEILINGS SHALL BE MOUNTED FLUORESCENT LIGHT FIX711RE OUTLET NUMERAL(S)INDICATE CIRCUIT NUMBER(S), lsf LOWER CASE LETTER A.LC. AMPERE IN7FRRUP77NG CAPACITY EQUIP. EQUIPMENT NEC NATIONAL ELECTRICAL CODE V.O.J. VERIFY ON JOB ® Cast alumina ribbed frame and fitter assembly.S n aluminum to Q2a,46 p P INDICA7E'S CONTROLLING SWITCH FOR OUTBOARD LAMPS, 2nd FOR INBOARD LAMP(S). "NL"IND/CA7E'S AL. ALUMINUM EXIST. EXIS77NG NEMA NATIONAL ELECTRICAL VD. VOLTAGE DROP APPROVED FOR DIRECT MOUN7ING ON LOW DENSITY COMBUSTIBLE CEILINGS. cover with single screw access to rale p. NIGHT LIGHT APPROX. APPROXIMATE EXT. EXTERIOR MANUFACTURERS ASSOCIATION W. WA 77S a Polycarbonate refractor for vertical lamp provides Type V round light ARCH. ARCHITECT FA. FIRE ALARM MIC NOT IN CONTRACT W/ WITH 16. CONTRACTOR SHALL PROVIDE TANDEM BALLASTS AND WIRING FOR(1)AND (3)LAMP FLUORESCENT FIXTURES. pattern. BRACKET MOUNTED INCANDESCENT OR H.LD LIGHT FIXTURE OUTLET, NUMERAL INDICATES CIRCUIT NUMBER, LOWER A.T AMPERE TRIP FA TC FIRE ALARM ]ERM/NAL CABINET NL. NIGHT LIGHT W/0 WITHOUT a a Cast aluminum fitters.Internal mount for 4.5"OD pole,secured by " " AWG. AMERICAN WIRE GAUGE FLR FLOOR N.TS NOT TO SCALE WP. WEATHERPROOF 17 CONTRACTOR SHALL BE RESPONSIBLE FOR CORING, CUT77NG, PATCHING AND REFINISHING OF SURFACES WHEREVER IT IS NECESSARY inter M" OD CASE LETTER INDICATES CONTROLLING SWITCH. NL INDICATES NIGHT LIGHT TO PENETRATE FOR HIS WORK. nal cast expansion fitter.Slipi er mount for 2 CID tenon, BC BARE COPPER FT. FOOT OR FEET O.A.E. OR APPROVED EQUAL XFMR TRANSFORMER OPENINGS SHALL BE SEALED TO MEET THE FIRE RA77NG OF 7HE PAR77CULAR WALL, FLOOR OR CEILING COORDINATE W17H, AND OBTAIN APPROVAL FROM ARCHITECT PRIOR secured by set screwsin fitter. in EX !OR POLE MOUN H./.D LIGHT FIXTURE, IN7H QUANTITY OF LUMINAIRES AS INDICA 7ED, NUMERAL BD. BOARD GF/ GROUND FAULT INTERRUPTED OC ON CENTER TO CUT77NG INTO THE S7RUCTURE; DO NOT CORE, CUT OR PENETRATE'STRUCTURAL STEEL MEMBERS o Mogul porcelain socket,pulse rated,with spring loaded, nickel plated 3 BLDG. BUILDING GRD GROUND OFCI OWNER FURNISHED center contact and reinforced lamp grip screw shell. INDICATES G/RCUIT NUMBER, ROMAN NUMERAL INDICATES LIGHT D/S1R/BUT/ON PATTERN • HPF ballast stain rated at- C CONDUIT H.I.D. HIGH INTENSITY DISCHARGE CONTRACTOR INSTALLED 18. 17FMS RELATED TO ELECTRICAL POWER, TELEPHONE AND/OR OWNER SERVICE(S), (!e: SPECIAL INSTALLA77ON REQUIREMENTS, MATERIALS, LABOR, PERMIT FEES, ETC., g 2a F grip F for HPS}, eta/ elide is C p, CAB. CABINET HOA HAND-OFF-AUTOMATIC OFOI OMER FURNISHED SHALL BE VERIFIED W/TH THE RESPECTIVE SERVING U77LITY COMPANY PRIOR TO SUBMISSION OF A BID. 77YE ACT OF SUBMITTING A BID SHALL CONS 77TUTE FULL ) type.HPS Is A or type. k3 SINGLE POLE 20A. SWITCH(�48"A.F,F. TO TOP, UNLESS NOTED OTHERWISE), LOWER CASE LETTER AT BOTTOM CAT. NO, CATALOG NUMBER HI? HORSEPOWER OWNER INSTALLED RESPONSIBILITY OF THE CQNTT?ACTOR TO INSTALL SE7?VIGE(S)IN COMPLIANCE WITH THE REQUIREMENTS of THE sERVING UnL S® INDICA7ES OUTLETS CONTROLLED, NOTA77ON AT TOP INDICATES TYPE K=KEY CONTROLLED; P-PILOT LIGHT; ITY COMPANY AND THE ELECTRICAL ENGINEER. C/B CIRCUIT BREAKER HPS HIGH PRESSURE SODIUM A POLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING UT/CITY COMPANY EXCEPTING THE FIRST BILLING DEPOSIT. 2=TWO POLE; J=THREE WAY; 4=FOUR WAY C C.R CALIFORNIA CODE OF REGULA 77ONS HV HIGH VOL TAGS PA. PUBLIC ADDRESS CE.0 CALIFORNIA ELECTRICAL CODE Hz HERTZ PH. PHASE 19. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO 7HE CFCL CONTRACTOR FURNISHED INC INCANDESCENT PNC. PANEL PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 125A CONTRACTOR INSTALLED J-BOX JUNC77ON BOX R 0,C POINT OF CONNECTION 2P CIRCUIT BREAKER, AMPERE RA77NG AND NUMBER OF POLES AS NOTED CKT. CIRCUIT KCMIL THOUSAND CIRCULAR MILS PVC POLYVINYL CHLORIDE CP CL G. CEILING KVA. KILOVOLT AMPERE PWR. POWER c.0. CONDUIT ONLY KW. KILOW477s RM. ROOM ® • COL. COLUMN LCL. LONG CONTINUED LOAD SHT. SHEET Series Mount Lamp/ Lens Volts Cater CONC. CONCRETE LOC LOCA 77ON SPEC SPECIFICA77ON Watts CONT. CONTINUATION LPS LOW PRESSURE SODIUM SW SWITCH C T's• CURRENT TRANSFORMERS CONTR. CONTRACTOR L TG LIGHTING SWBD, SWITCHBOARD CSF.M. CALIFORNIA STATE RRE MARSHAL LV. LOW VOLTAGE T24 CALIFORNIA CODE OF REGULATIONS, --------- MEDALLION Series Lam Type/INattage Calor V Vandalia Metal Halide DB Dark Bronze CU. COPPER MAX. MAXIMUM TIlZE 24 . ® _ Mounting H17 175W ED-28 DIA. DIAMETER MECH. MECHANICAL TC. TIME CLOCK 2F Post Top Mount(2 318"Tenon} H25 250W ED-2own 8 B White KWNM KILO WAIT HOUR METER DISC. DISCONNECT MFR MANUFACTURER TEL. TELEPHONE + Architectural, .� F45 ane-piece die-cast aluminum housing with nominal.125 Internals Fater Pulse Start Meta Halide GR Gra DISTR D/STR/BUlTON M.H. METAL NAL/DE TTB TELEPHONE TERMINAL BOARD wall thickness.Contour lines and radius corners complete unique design. (4112"round pole) P17 175W(ED-28} PS Platinum Silver P25 2SOW ED-28 RD Red(Premium Calor) Die-cast aluminum door hinges to housing and secures with two,captive Hl h Pressure Sodium FG. Forest green(Premium Color) TRANSFORMER, DESCRIPTION AS NOTED ®screws.Clear,flat or convex,tempered glass lens seals to door and 7a 70W(ED-231/2) CC Custom Color Consult Facto °i GROUND housing with oneplece sillcone asketing. , t , S10 10aW ED-23112 Or rans ( ) t4z j 4 d �� S15 150W�ED-231/2 a Specular,anodized aluminum reflectors for horizontal lam Photo p,a+tor-120V p=provide Type tFz jLens Yp � rh 4' k�> P2 Photo Button-208V Il,III,IV,or V square light patterns,and for vertical lamp provide Type IV " 4 5 ,. VP Type 5 Polycarbonate Refractor P3 Photo Button-240V 01110- TELEPHONE OUTLET(t 16"A.F.F. TO CENTER, UNLESS NOTED OTHERWISE), LE17ER(S)INDICATE TYPE P=PAY EEEDER N I-}I ( � or 1/square light patterns. Horizontal Type I1,Type Ill,and vertical T ?_ < voltage P3 Photo Button-277V STATION; H=HOUSE PHONE,• W=WALL MOUNTED (-54 A.F.F. TO TOP, UNLESS N07ED OTHEIRISE) D 1.1 I_ Type VS �1�`U ' I I'' `;,.: reflectors feature unique,multifaceted patented designs. ; Q Quad Tapt� P6 Photo Button-347V � Die-cast aluminum arm for pole mount features access door o facilitate "w, 5 (1820,,208,240,277V)l 4" C.D. (CONDUCTORS BY UTILITY) installation.Wall mount with cast aluminum bracket and arm.Mast arm `"¢" 4 1 Factor wired for highest voltage T 120/277/34N CSA Y g Rage unless mount with cast aluminum sllpfitter. specified. � m Mogul porcelain socket,pulse rated,with spring loaded,nickel plated4 (') 4" C.Q (CONDUCTORS BY UTILITY) center contact and reinforced lam grip screw shell. Me D-17 lamp. p 9 p Medium base for ,< - LIFER GROUND 20' OF 13/0 CU. IN BUILDING A type,HPF ballast,starting rated at-20°F(-�4 °F for HPS). FOOTING, CONNECT TO COL DWA TER LINE c .. os Q - 1-1/2" 3#1, 118 GRD. s - ® . ,, !: mmo� Series ount Lamps CJrient./ Lens Volts Color Options MAIN: 100A.URF LUGS-ONLY PANEL SCHEDULE 13 A Walks Dist. P MOUNTING: SURFACE � (-��a l-1 r r Separately FEEDERS: SEE SING NE 12Q 240 VOLTS I PHASE WIRE Series Voltage Series CIRCUIT BREAKER C Medallion Quad TapO A Rigid Arm LOCATION A A LOCATION 1. ALL ELECTRICAL EQUIPMENT/ND/CATER ON THIS DIAGRAM SHALL BE NEW, Mounting Arm Mount 5 ago,las,240,z77t�4 Lumitnalre she e AMP POLE PALE AMP UNLESS NOTED OTHERWISE. nt(arm not included, c edallion LIGHTING 1 240 20 1 1 20 540 2 RECEPTACLES order separately) Color 120 277/34N CSA4 Arm Length 3 140 20 1 1 20 240 4 2, OVERCURRENT DEVICE ENCLOSURES WILL BE IDENTIFIED AS SERIES-RA TED Metal e/Wallclage D Dark Bronze 5 5"Arm(EPA=0.22 ft2,4A lbs) SPACE 5 AND LABELED IN ACCORDANCE WITH NEC 110-22. H17 17 �ED:2288�1 BL Black (0.02 m2,1.8 k ) H25 250W ED 10 10"Arm(EPA=0.44 ft2, 1 20 .360 6 TTB H 40OW ED-28 GR White 6.5 lbs)(0.04 m2,2.9 k )6 HAND DRYER 7 1000 20 1 8 SPACE 3. 0VERCURRENT DEVICES SHALL BE AIC RATED PER MANUFACTURERS LABELING Platinum Silver Pole Shape B-die. Super etal Halide OF THE ELECTRICAL EQUIPMENT s17 17 ED 21 RD Red(Premium Calor) s square s 1000 20 1 2 20 945 1® LIGHT/NG - EXTERIOR s25 250W ED-z8 FG Forest Green(Premium Color) RR45 Round Straight 44.5") IRRIGATION CONTROL 11 500 20 1 - - 945 12 ,� �, ,� ,� S 40OW ED-28 m Color(Consult Factory) Round Straight 5 A A B EPA ei ht - 4. ALL CONDUCTORS SHALL BE COPPER TYPE THWN OR THHN. Pulse Start Metal allde O tions Round Straight 6") 1, „ 18 20 2.8 ft2 47 lbs. LIGHTING EXTERIOR 13 390 20 2 2 20 . 580 14 LIGHTING - EXTERIOR P10 100 (ED-17 1 Fusing-120V T2 Round Tapered 2.5") VA 457 mm 508 mm 0.3 m2 21.3 k 5. ALL CIRCUIT BREAKERS SHALL BE SERIES RA TED. 12 12 (ED-17 F2 Fusing-208V T3 Round Tapered3 15 J90 - - -- - 580 16 � P15 15OW ED-28, F3 Fusing-240V T35 Round Tapered 6. ALL SWITCH GEAR TO BE GE 17 17 ED-28' F4 Fusing-27N T4 Round Tapered(4") LIGHTING - EXTERIOR 17 390 20 2 -f- 18 SPACE P20 200W ED-28 F5 Fusing-480V Color P25 250W ED-28 F6 Fusing-347V DB Dark Bronze 19 390 - - 20 UTILITY COMPANY TRANSFORMER P32 320W ED-28 P1 Photo Button-120V E Black P35 35OW ED-28 P2 Photo Button-208V H White LIGHTING - EXTERIOR 21 210 20 1 22 Pod 40OW ED-28 P3 Photo Button-240V Gray �- Photo Button-277V PS Platinum Silver SPACE 23 24 ( � } Hi 1 Pressure 100Wd'ED-231/2' Photo Button-347V D Red(Premium Color) 25 26 S15 15OW E)-231/2)1 1 Photo Cell Receptacle-120V FG Forest Green(Premium Color) S25 250W ED-18 2 Photo Cell Receptacle-208V 27 28 -UNDERGROUND PULL SECTION S 400W ED-18 3 Photo CelI Receptacle-240V 1 Must use ED-17 lamp for vertical orientation 4 Photo Cell Receptacle-27N with flat lens. Lamp Orientation/Distribution 5 Photo Cell Receptacle-480V 2 vertical lamp only. 29 30 H2 Horiz.II 6 Photo Cell Receptacle-347V 3 Vertically lamped units available with medium H Horiz.III QZ Quartz RS with lamp base ED-17 lamps up to 20OW MH/PSMH and 2425 1765 H Horiz.IV HS internal Haase Side Shield /sow HPS. C T'S. KWNM 5 He�riz.V(square) TL . Removable Powr-Panl(D 4 Factory wired for highest voltage unless - TOTAL 22.30 2420 4655 4185 TOTAL cg 8 KW. 36 AMPS /� V4 Vert.IV Tooless Entry(Door/Reflector) specified, v V5 Vert.V(square) p LCL = 5.2 KW. X 1.25 6.5 KW. /OTHER = 3.6 KW. / TOTAL = 10.1 KW. = 42 AMPS ' Lens LCL FIat3 G Polycarbonate Vandal Guard 5 ®t available with loow Pulse start MH lamp. 200A. MAIN SERVICE DISTRIBUTION BOARD, "MSDB", C Convex p f Required for 900 configurations. - INDICA TES CONTINUOUS LOAD Mote For Photocontrol Equipment,see Hubbell 200A. 2P 1201240V., 10, 3W. outdoor offering. F C EE= A CITY GM CM-VLC CM-VLF DESCRIPTION OF REVISION DATE APPROVED: : 100A. A B C EPA Weight 16" 213/4" 10" 1.5 ft2 35 lbs. 2f? 2P. 2P. CM-Flat 406 mm 552 mm 254 mm 0.1 m2 15.9 k 16`° 21314- 131/4" 1.6 ft2 37 lbs. -Convex 406 mm 552 mm 337 mm 0.2 m2 16.8 k SPACE SPACE Note: Weights and EPA for fixture only. RANCHO SUMMIT - PARK C 0 ana ago RM111116111101-k ELECTRICAL Rev.1 12/29/Q3NOTES & ABBREVIATIONS j 2 LIGHTI FIXTURE SCHEDULE r �^ APPROVED BY: o DATE CITY ENGINEER x I3A ��QROFESS/pal RCE: 495.E g li q 42 AMPS �`� fi R RECOMMENDED PQ f 3, , DESIGN � aLA�aS 0 w �' OWN ENGINEERING 0660 L13 EXP. 06-3 -06 DRAWN � COMPANY, INC; SHEET w SINGLE LZ LINE DIAGRAM BBQ ELECTRICAL CONSULTING ENGINEERS 9 IFCTRICP \� ENGINEERING 525 NEVE JERSEY STREET, Sura"A" OF NO SCALE ��QF CAI.�� CHECKED �xoNE�•.(sosj 7sz�oMi FAX:(sasj 792-s51fs DRAWING N0. �, C DATE FILE NO _ TO PANEL "13A" INTERMA TIC DIGITAL ASTROLOGICAL TIME CLOCK `�✓ / 0 07 , H CA 120V. ro/v N �' -�` - �D E 1 14,16 300 4.20'a„ NL +20—a 1 P C t PHOTOCELL MOUNTED QN 300 '—� `�-- JL JL C ROOF FACING NORTH, BY / 10,12 ''�--... ---- TORK, PARAGON OR EQUAL _ f 10 10 to,12 300 -�2a'an � + a # L — — __._ _ _ .__ ___ ___ — — _ _ ._ ___ — ._ — — J 300 { 10, 7 # 1010 ata'a°' 10 f' 12 POLE LIGHTING CONTACTOR 14,16, 10 1 10,12 F 1 1014_ COQ + o£o"{ 10 CKT. CKT CKT GKT. KT. C�T E 1 10,12 �...„� f 1Q'12� � q f / '� G 30 f20'0” NL , 0 1 z 3 14 & 16 , 17 & 19 lO & 12 13 & 15 21 1. MOUNT CONTACTOR AND TIME SWITCH IN OR ADJACENT 10 —`--—�--�� 16 E TO PANEL 13A. la 1 10 10 a 3Q0 t20'4' TO ADDITIONAL LIGHTS 2. CIRCUITS 1,2,3,4 AND 9 SHALL BE PHOTOCELL ON, TIME f 10,12 l _ SWITCH OFF. CIRCUIT 15,6,7 & 8 SHALL BE PHOTOCELL 14,16 6 # CONTROLLED 1010 NL 6 6 1 0 Ir �` 6I t t 16 a /yl //►/ 1 ,12 EXTERIOR LIGHTING CONTROL. DIAGRAM 130 X 10 13 _10,12,14,16 14'-0" ; 1 .. NL 10 la 2 NO SCALE 10 10 4 13A 14,16 0,12 17,19 NL 'ITTB" 13,15 3 14 10 o l0 to ®° .'FM 1,1(pRr I*LEv5 (.4 6m%op DOTACIL 10 17,l9 13A 13151719 10 1 �-- NL 10 13,15 0 10 1010 10 0 10 17,19 NL 10 10 10 r3,15 KEYNOTES-, 10 1 PROPOSED UTILITY COMPANY TRANSFORMER LOCATION. REFERENCE GENERAL NOTE 18 SHEET E-1 t0 , FOR ADDITIONAL INFORMA TION. 10 TO UTILITY COMPANY POINT OF CONNECTION VERIFY EXACT LOCATION OF CONNECTION WITH SERVING NL UTILITY COMPANY PRIOR TO INSTALLATION. REFERENCE GENERAL NOTE 118, SHEET E-1, FOR ADDITIONAL 17,19 INFORMATION. 10 0 TO TELEPHONE COMPANY POINT OF CONNECTION VERIFY EXACT LOCA TION OF CONNECTION WI TH SERVING 10UTILITY COMPANY PRIOR TO INSTALLATION, REFERENCE GENERAL NOTE 1118, SHEET E-1, FOR ADDITIONAL INFORMA TION. 4 PHOTOCELL IS LOCATED ON ROOF. REFERENCE "EXTERIOR LIGHTING CONTROL DIAGRAM" THIS SHEET, FOR ADDI TONAL INFORMA TION AND REQUIREMENTS, 3,15 10 10 17,19 l0 10 NL `1*_1 0 13,15 10 10 10 10 13,1 NL CITY DESCRIPTION OF REVISION DATE I APPROVED: 17,19 CUCA CITY OF RANCHO CUCAMONGARANCHO SUMMIT — PARK C v 7 ELECTRICAL SITE PLAN PULTE HOMES/DEL WEBB ,,..\ Q APPROVED BY: � DATE N QROESS/p CITY ENGINEER- LECTRICAL SITE PLAN - RCE: _4953 fly P 11 Q�^. �!` DESIGN RECOMMENDED SCALE. 1 -5o Q REDLAND ENGINEERING 4 mug E16160 uoa o qq INC.cy W cv ' DRAWN fl�� COMPANY,Yr ISHEET CON ~—� I IK EXP. ��-x'048 999 ELECTRICAL CONSULTING ENGINEERS pry 2 WTR k", w�� REDCAN!}SENGINEERtNG 525 NEW JERSEY STREET,SUITE"A" L-29OF 3 k F, t i �It^ BLOW,CALIFORNIA 92373 ` ® C �A� PHONE: 909 792-0011 FAX: 909 792-6590 DRAWING NO. cp Q � OF CHECKED c 7 c DATE FILE NO -vim ' tt� 0 r- METAL HAND R41LING PER APW to Q ` S7l 606-2 TYPE A ♦ NDASD PW COID GUIDEBOOK ` D' A SACIN " - 3 " MAX HEIGHT IN iN T IL ING 1"TAPER AT FACE OF TRAIL eQUNC?RY o� DEFLECTOR CURB IN 1 MAX. LED A 1. DIENT 3 " '4: * '+ DECOMPOSED a r SLOPE>4®�0 * `_'•::; GRANITE 1*I' �« ;;,°+ ;;, 1"TAPRATFACEOF DEFLECTOR CURB lNVPROP. DETAIL B g - � P O D IL as 4*r l•�o CONK C1 P.S.I. (4 SACK CON .) �, � � C boaMINIMUM „ CONCRETEL LANDING ® �' ._� I ANa tit ray r � DEFLECTOR GUTTER f DEFLECTOR CURB 4ko PLAN VIEW /r 62.9 FL X61 A* INN Arm DEFLECTOR #4 REBAR, DEFLECTOR CURB GUTTER CONTINUOUS 18" DEFLECTOR TAPER'TO CURB FrNiSH GRADE GRANITE -.� DECOMPOSED : 1. •. :;�:•b.:1:;�:::•;•x:�•:. /a �` .e w «•a«•'t4„}i+e4.:b®:•`i«.$®r•••°.°r3 •.e".•`•d9•'•d♦ •.•:t:•.'s'i•l' 1 r t. ` ` F° '� '' FACE OF `' STREET CURB DECOMPOSED STABILIZED GRANITE ~ SECTION A-A DETAIL 0 59. "� NOTES: 1.WATER BARS E TO BE LOCATEDWHERE NEEDED,REVIEW REQUIREMENT CRITERIA a AVAILABLE FROM THE ENGINEERING DEPARTMENT, FINAL L QVANTITYAND CT FL �� * LOCATION TO BE DETERMINED BY THE ENGINEERING DEPARTMENT, 1' CFI* a 2.USE 2800 PSI CONCRETE AT 26 DAYS. 1470 PAD 11,60 56.5 AlCITY OF RANCHO CUCAMONGA, CALIFORNIA 5:1 " a o 3 MDE By I' DEEP APPROVED BY, " STANDARD PLAN CONCRETEDITCH * o � � REINFORCING 4 LLL CONCRETE WATER BAR X " e® �� ,.. w �2 1, DED MESH) CM ENGr ER l� t a R.C.E. 24953 DATE USE STAN D SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION i "'SECTION R-R_(Ta o " ftn �„� .. .s SHEET I OF #1 1465 s � SLOPEFOR I "� 1« RTiCAL GRADE:The following grades shall be observed: 1 0,5%Optimum 1 10%maximum for distances over 500 feet. a 15%maximum for distances limited to feet or less. 20Io maximum permitted only in extreme cases and t` ;sort A:� .. diets sunder 100 feet,and only in cases where na t�hice T access Is to be expected. 464 2.CROSS SECTION:2-4%optimum,6%maximum M approved location only, 1 3/47 ., 3.DRAINAGE:Where trail gradient exceeds 4%,water bars,splash curbs or other _�. diversionary devices maybe required.Location of drainage devices to be reviewed daft O 9. ALL..RARTS SHALL BE'ST.EBL,EXCER7`THAT ENC?;,SPACERS MAY`'BE GASF IFtQN, p ritz stabilizer Era be used.Stad approved by bilizer a shaTrails At►be from Gll a f Materials,�l Inc.cor approved equal. -.2. ALL.PARTS BHALL 8E:GALyANrzEa AFTER F'A81'�I.CATION•EXCt Ot T.4 4T. FtATih( S$BALL. sn SEMb'L.E AFTER CC7MPf1MEN1 PARr'S.ARE GALVANIZELI. . 4. ti � � SIDE SLOPE, and FILL:2•i maximum;2®k maximum between curb and (0 s. ALL DIMENSIONS:ARE rINISHEO 04MENsioNs:ANND INciuDa:GALVANIzIrr .: r 8°1 max tort$3°1 x.shrubs/ground cover behind trail.O sfonai slope 4.. AIL.BOLT HOLES'.SHALL i3E 5t8="INCH DIAMETER. * variations illi be considered an a ase by case basis and wflf require approval � .. CIS s. ACL,THRils sHALI BE NATIONAL CCrAF3SE SI RIES;NCI, y the City Engineer. b 6- ,r,, CENTER SUPP RT ASSEMBLY REOUI (EDI ON.PLANS:. 5.SURFACING:Trait surface shall be stabilized decomposed granite with 4 Inch minimum Rr~q:WHEftif TWO OR r49ORE GRATINGSARE 8PlwGrF avail base.Remove r and debris and rade surface g smooth.Stabilized d: «is L=.64 INCHES FWCURB OPENiNO CATCH-BASIN WITH f`sRATING(SI.ANIb DEBRiS 8XIMMER(START- L-:p4 INCH S FOEiIGUFtB•c3P.EM. 6.l Al'Ctt BASIia irvtTff C,RAFI}�IG( }:STRN4ARD PCAN802Oil Q S ), shall be f leis tedawtUh279.098 ar L-3&'INCHES PJR CUREi.$iOE GEiAt ING GA:_CH BAMN`..(STAFIL?iAFrTF PL�ktJ.3p3`.. abl k rania fines approved y ft use of a pug mutts insure a lizer proper ric rations `•L ..6ANCHES FOR GRATING CATCH BASIN-ALLEY.JLONGITUDiNAL)(STANDARD PIAN 3®a}. grade stabilizerof dto granite th°Thorou hl water " area, , �:3 ift evenly dmaterial �`,. 146 Thoroughly a e entire area t spread that the en#ire tlepth i§moist f: 7. 'WIDTH:OF::SPACERS Mi BE iNECESSARY TO,:OBTAIN.CORRGc1 ()VERACL,GRRT- R e area with 1000.3000 s«of w hL Prior to use allow the finished surface cORrlErt� ING WrDrH. suNicient time to side to z 2/z' ' dry.On the1!4"1/2 which the water drains,build up the cont acted .x /s' x xo. f ..( to a fmtshed su a - "abov concrete curb,allowing the watert o Ill oea e }/Z x.:q. aol.Ts w+sH Ntl%AT cdRNERs� BASIN drain over concrete curb Into adjacent planting area, A PLAN TI . _ "�' 6.CL NCE:Alii reefs shall maintain a 10 t minimum clearance.Adequate sight distance a maintained at till intersections drive approaches.Fence One shall end 10 feet back of the B.0«R.'or E.C.R.in 20 foot easements.In smaller easements; ,•9.9 aft determination should be made case by case.Fence line shall end 5 feet back from ala ;'s'. e the top of the'r at drove approaches.Adequate access to utilkles should be maintained. ' r` d Fence line shag end 2 feet to either side of fire hydrant and 1 fbot to either side of 14 4 any street light or utility pole. �4LHAMBRA EIINDfit t a.. e y.FLOOD and DRAINAGE CHANNEL CROSSING:Where trail must cross existing or I ' w GRATE`N6 A�1548 AND•At1555 . ® ul proposed drainage channels, continuity of the trap shall be maintained by the Constnrction of an appropriate crossing such as's bridge,ramp way,culvert eta.Wood i Lei or transverse"medium broom"finish to shall be used toprevent slipping(no metal WATER BAR PER' D surfaces p luted)*Natural streambed erossf should be left as natural as possible. ON THIS 8.TRAIL ENTRANCE. d!s shall be designedto provide for equestrian, V� p ' ( !L ped tris ng use a shall discourage motor vehicle and motorcycle access,except Local Feeder Traits shall.provide one ar more means of unobstructed vehicular access PLAN' F for service vehicles, ss locations subject to approval by the Trails Advisory •� e Committee.Refer to standard drawings for barriers and signs.Where themis no .. anter,the trap should be posted. F b za CONCRETE r/z� E3bL a ° •For a approaches at trall entrances or at drainage crossings, APRONS: concrete aprons shall be a transverse"medium broom"finish, g.s x.ts.v.:a. 11«CONCRETEHEADER:Concrete header shalt be 8 inch per City Standard between tial!and L ,. all other abutments. •11. ELEVATION i2«SPEC NOTES:Most Regional Trails follow existing or planned flood control facilities San no oil I District an y Corps constructed by the aril County d Control d Co of .� AgttMa Engineers.Therefore,any construction within their rights-of-way requires review and to a rove as b th a • pp y e agencies and is sub o their standards an 0 13.Landscape areas which would otherwise drain to traall d policies OF .'.RANCHO CW i shallrequired o � # �. .. (; ,. _�A , FYs collecttdlspase of water through area drains. APP Vita EYi. FRAW A" Ti- y� S7ANAARIt:'PLAIN. _% PMVE 0 BY.f I FOR CATCH NS FOR. CATCH BASINS tD,. CITY .. o EN62NEER" b4Tt uSe '0ANDARII SP�Gir �ttUNS FGiR.PtlBiiC WORKS CONSTRIJ Fi Y Ems'. a. MTE STaIuP SPECTFt n0HANDR /L PER DETACALIFORNIA R.C,�...24953CITY OF RAN-CHO CUCAMONGA SWFEr'C ur.2 3tCE 249 9 CA NS FluBi"IC KS Gp T E 5 .7 APPROVED 8Y> If STANDARD LAN M, .. ' • OTRAIL NOTES P .,..... ,,..,.. E fJ LA� 1001 P ENGIN ER 95 DATE USE STANI)ARD SPECiFICIIIII FOR PUBLIC WORKS CONSTRUCTION E.%5FRO E% tA N _ 6 -0 ...-"^,•�*�• ,,`°, SHEET 1 OF 1 1 f- TO DESCRIPTION OF REVISION DATE CITY 4'. T ELEVATION Ir CLEAt4 OUT T,F, TOP OF FOOTING m f' �► APPROVED INV INVERT ELEVATION + (500-0) . ° RESILIENT F, 101. NG 13,C1 5ACK OF CUR5 FA PLANTING AREAT,Ol TOP OF SAND Mll 5EGINNING OF: CURB RETURN R Rol LIS U K I pli U 0'% A Ill 11 L i e-% ® TJJJ, TOP OF WALL I TY " F Mr_`A1\4UhU U ll PISRM T ION AM UINI A a - EEO. EQUAL PIC, FACE OF CUMB TIC, TOP Or- =RB CENTER LINE RANCHO SUMMIT PARK C PA FINISH GRZADE ,�• Ill A �.. FA QJKAU NU FLOW LINE loll RCP EXISTING ' ,: V �: RKSITE p { DRAINMAIN LNE INLET i 09000*0 �s J 41. w .. By DATE. .S. I E«XI S TI NG •24•" RCP PER �'' �a • � CI�TY ENGINEER 4 w FJJJ1 FACE OF WALL TRACT 14579-2 RCE N X4953 DESIGNED BY; RECOMMENDED: r g, , - ti€ M t ¢' w ," � `10, DRAWN BY; 43391 BUSIneSS SHEET SCAMm AM-CASCPark Drive L-3 OF 33 CHECKED BY. Temecula, California 92590 DRAWING NO. (909 6695-3848 a )-OUAICS 0.8 1.1 0 / , v /yo �. 4-1 0.5 2.3 ❑.9 2.3 1.1 �7 lumam4a Y D q ❑ ❑ p q bbd Qty LAW Arralumens UY ,\ 0.7 3.4 11.2 2 0.8 0.4 0.5 0.4 0.3 16 D SINGLE 9500 a.aw `C 9 E SINGLE 28500 1.0m 0.5 1. 3.0 1.7 0.8 1.0 1.9 2.1 1.3 1.1 0.9 0.3 0. 2.5 1.8 2. 649.8 # .a 3.4 4.8 1.7 0.7 0.6 P 13 # r 0.1 0.4 1.6 3. 3. 7 5.2 4.5 7.1 8.7 4.8 7.r1l 11.1 ®.4 1. 1,8 Z.4 2.3 0.4 D ❑ ❑ D ❑ r� p g eq r a a ❑ ❑ a ❑ a ❑ p 0.1 0.8 3.1 1.7 7.6 17#5 P6.9 5.3/ 12.3 r 5.7 3.9 3.5 2.7 3.5 5.0 11.2 0.9 £ g P a 13 7 2.9 9.0 4.2 5.3 3 .4� 3.7 10.8 p. ° #r1.9� 2.d # 3 .7 3.9 7.4 3.3 1.7 0.6 g # O ❑ ❑ ❑ ❑ ❑ a ❑ q D a a P n q ❑ ❑ 0.2 0.5 1.8 1.8 1.5 1.3 1.5 1.7 2.2 1.8 1.2 2.1 10.3I 2.7 2.6 3.2 1.8 0. 10.1 P ❑ O a tl ❑ ❑ ❑ ❑ a q q ❑ p ❑ ❑ ! D ❑ f 0.3 0.3 0.3 0.5 1.0 1.1 0.9 0.7 0.8 0.9 0.9 1.1 0.9 1. 3. 3.6i 1.81 3.8p 8:1 2.5 0.6 D D D ❑ ❑ ❑ ❑ D ❑ q D a ❑ q ❑ f D( F ❑ j !g ❑ ❑ o 0.3 0.4 0.5 0.4 .5 0.6 .8 0.7 0.7 0.7 0.5 .5 0.5 0.8 1 1.8 1.7 } 4P # 7. 2.6 .5 0.6 0.5 0.5 0.5 0. 6 0.7 0.7 0.7 0.7 0.4 � 0.5 .6 1.0 1.3 1.8 1.9 1.0 0.3 0.4 0.4 0.4 0.4 0.5 0.6 .1 0.2 0.3 0.4 0.5 0.6 0.8 1.0 0.5 0.3 ❑ D 4 a q ❑ tl O ❑ p ❑ ❑ n a D D D ^f,' 0.2 0.2 0.2 0.2 0.2 0.3 0,3 0.4 0.5 05 0.4 0.3 0.4 0.5 0.6 0.5 .3 as 0.3 0.4 0.4 0.3 0.2 0.3 0.4 0.6 0.6 0.5 4 0.2 ❑ ❑ ❑" a q ❑ ❑ ❑ a D D p 0.2 0.2 0.1 0.1 0.2 0.3 0.5 0.6 .7 0.6 0.5 0.3 0.3 0.5 0.7 0.7 0.4 0.3 Dn a D a a 0.4 0.6 0.7 q 0.5 0.4 0.3 0.2 0.8 0.3 0.5 0.5 0.5 4 0.3 0.2 13 0.3 0.4 0.5 0. a.4 0.3 D ❑ ❑ ❑ ❑ n 0.2 0.3 0.4 0.5 .5 0.3 0.1 0.3 0.5 0.5 .4 0.2 0.1 0.2 0.4 0.5 0 0.3 0.1 0.2 0.4 0.6 0 0.3 0.1 0.2 0.4 0. 0.5 0.3 \ /^� ❑ a ❑ n n q ❑ 0.1 0.2 0.4 0.5 0.5 0.4 0.2 0.1 0.3 0.5 0 0.4 0.3 0.1 0.2 0.4 0.5 D q D a. 0.4 0.2 0.1 0.2 0.4 .5 0.4 0.3 0.2 0.2 0.4 0.5 0.4 0.2 0.1 0 0.3 0.5 0 0.5 0.4 0.2 0.1 tl a D n D n a ❑ 0.1 0.3 0.5 0. 0.5 0.3 0.2 a a D D D n D ❑ 0.1 0.3 0.6 0.7 0.8 0.6 5 0.3 0.1 0.3 0.5 0.7 0.8 q 0.5 0 0.8 a a D n a a a a a 0.1 0.3 0.5 0.8 0.7 0.7 0. 0.4 0.2 a a D D o n / 0.3 0:4 0.5 0.6 0.5 0.5 0.4 0.3 0.2 n n n n a Da n O 0.1 a:3 0,5 0.5 0.4 0.5 0.5 0. 0.3 �✓' r a a n a D n D 0. 0.4 0.5 0.5 0.5 0.6 5 0.3 DESCRIPTION OF REVISION GATE CITY 0.3 a4 0.7 0.5 0.5 0.4 0.4 APPROVED: 0.3 .4 .4 0.4 0.3 0.1 %,%.JCA CITY OF RANCHO UU%.,fAMONGA �.... 0.3 0.3 '5r. RANCHO`, SUMMIT.- PARK Cx g s '10INT P01 IT PLAIAPPROVED BY: �® � DATE Q � CITY ENGINEER RCE: 24953 SCALA' 1" 50 = 'Ora c�Q` Q� � ��l �� DESIGN RECOMMENDED II �;�� z � z ° `\7 REDLAND ► f ego �o } - ao r, ENGINEERING a � ►:� � El �� goo a -� DRAWN COMPANY INC. SHEET EXP*c� ✓ uoQ ELECTRICAL CONSULTING ENGINEERS LZ �I �"'fCTR1GA �� EANf3SEtdG1N�E1i1�IG NEW s?cni�FaR�AET,s�rs2a7a OF 33 OF GA�.`F CHECKED PHONE:(909)792-0611 FAX.(909)792-6590 DRAWING NO. cs7 GP DATE FILE NO � qT �-- -- 70 2 wP. 4 Lu1 J J 9 � 13A-7,9 1 21 c1 70 70 70 21 70 3 3 1a 13A-2T 13A-2,4,6 OPIUM cow A 3 WSDB" 2 60 1a 1a 1a 2 2 A 1 60 TT 13A-1,3 13A 13A S S a 6 621 4 "TTB" T p C 1 70 KEYNOTES: (D JUNCTION BOX FOR NAND DRYER, VERIFY EXACT LOCATION AND ELECTRICAL WITH CITY PRIOR TO INSTALLA TION T PROVIDE LOCKABLE ENCLOSURE LIGHTING PLA -N- P 0 WE R SIGNAL PLAN < n SCALE,- 1/4'-1' O" SCALE- 1/4"=1'—p" 7�7 DESCRIPTION OF REVISION DATE CITY APPROVED: ClJCA CITY OF RANCHO CUCAMONGA0 RANCHO SUMMIT PARK C LIGHTING PLAN & 0 POWER & SIGNAL PLAN Q) APPROVED BY: s . ° DATE. CITYENGINEER . co �p�OFESS/pRCE. 24953 GAIl�f,4 k DESIGN 1 RECOMMENDED RE LAN D LLJ go : st° ENGINEERING N E16160 :- goo DRAWN COMPANY INC. SHEET ' c�# EXP, Q�-3Q-'$ " 8 � ELECTRICAL CONSULTING ENGINEERS rCTRk �\� REbLANDS INEEItING 525 NEW JERSEY ALtYOSTRAET, SUITE"A" OF 33 RED4 92373 O�,A�,.,� CHECKED PHONE:(909}702-0611 PAX:(909)792®6598 DRAWING NO. cp O DATE FILE NO __ Ln �, 11 I L I C T R I C A L S P I C I F I C A T I 0 N S I - "I __�] SECTION 16010 S ECTION1®Q SECTION 161Q5 D. FLOOR BOXES, MOUNTED IN CONCRETE, FOR RECEPTACLE; TELEPHONE AND COMPUTER/DATA aurcETs SHALL BE ROUND OR RECESSED MouNTEO FlxruREs!N SUSPENDED "T-BAR" TYPE CEILINGS SHALL BE SUPPORTED FROM THE sTRUGruRE ABOVE I BASIC ELECTRICAL REQUIREMENTS RIALS FOR ELECTRICAL WORK SQUARE SINGLE OR MUL 7I-GANG AS REQUIRED. BOXES SHALL BE PRESSED STEEL OR CAST IRON AS SPECIFIED ON INSTALLATION OF ELECTRICAL WORK WITH A /'10 AWG WIRE AT EACH OF FOUR (4) CORNERS SUPPORT WIRES SHALL ONLY BE TIGHTENED ENOUGH TO ALLOW DRAWINGS, BUT IN NO CASE OF LESS THAN 20 CUBIC INCH OF CAPACITY. BOXES SHALL HAVE THE CAPABILITY OF FIXTURE TO FULLY SEAT INTO GRID, 11 PART 1- PRODUCTS CTS VER77CAL AND ANGULAR ADJUSTMENT OF THE DEVICE MOUNTING PLATT'AFTER POUR. PRE-POUR ADJUSTING LEGS SHALL PART 1 - EXECUTION £ WHERE NUMBER OF WIRES INDICATED ON DRAWINGS EXCEED THE LOCAL CODE REQUIREMENTS FOR FIXTURE JUNCTION 1.01 DESCRIPTION ICE EQUIPMENT AND PANELBOARDS. MAIN SERVICE SHALL CONSIST OF PULL, METER AND MAIN SECTIONS PER BE PROVIDED ON ALL FOUR CORNERS. INTERNAL BARRIERS SHALL BE PROVIDED WHERE BOTH LINE AND LOW VOLTAGE 1,01 GENERAL. REQUIREMENTS OF SECTIONS 16010 AND 16100 APPLY TO THIS SECITON ANY GUTTING PATCHING OR BOXES THE CONTRACTOR AT HIS OPTION SHALL: SYSTEMS ARE IN THE SAME BOX. HUBBELL OR EQUAL. F THE SERVING UTILITY COMPANY AND RA TED AS INDICATED ON INE DOCUMENTS FINISH REPAIR OF THE WORK OR WORK OF OTHER TRADES NECESSARY FOR THE INS TALLAI7ON OF THE ELECTRICAL WORK SHALL A. THE GENERAL CONDI TONS, THE SUPPLEMENTARY GENERAL CONDITIONS AND DIWSION I GENERAL REQUIREMENTS APPLY TO E, WHERE INDICATED BY "WP"OTHE CONTRACTOR SHALL PROVIDE CAST METAL BOXES AND COVERPLA7ES WITH GASKET(S)AS BE PROVIDED UNDER THIS SECTION. I 1. IN DEMOUNTABLE ACOUSTIC TILE CEILINGS- INSTALL A JUNC77ON BOX ABOVE CEILING, SIZED FOR NUMBER OF THIS SECTION A. MAIN DISCONNECT SWITCHES SHALL BE SIZED AS INDICATED ON THE DRAWNGS, HEAVY DUTY TYPE WITH CLASS R REQUIRED TO OBTAIN A "WEATHERPROOF"INSTALLATION WIRES INVOLVED, AND PROWDE FLEXIBLE CONDUIT WITH CONDUCTORS FROM JUNCTION BOX TO FIXTURE(NOT TO REJECTING CLIPS SWITCHES SHALL BE UL APPROVED FOR USE AS A SERWICE ENTRANCE: 1.02 MISCELLANEOUS EXCEED 6) B. PROWDE ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE THE ELECTRICAL WORK SHOWN ON THE I 1.06 PULL BOXES SIZES AS INDICA7FD ON THE DRAWINGS AND PER UTILITY COMPANY REQUIREMENTS, BUT IN NO CASE OF DRAWINGS AND SPECIFIED HEREIN B. FUSES, IF SPECIFIED SHALL BE DUAL-ELEMENT, CURRENT LIMITING TYPE, UNLESS NOTED OTHERWISE. LESS SIZE OR MATERIAL THICKNESS THAN REQUIRED BY THE GOVERNING CODE. PULL BOXES LOCATED IN OR AROUND A. PROVIDE ]BENCHING, CONCRETE ENCASEMENT WHEN REQUIRED, BACKFILLING AND COMPACTION FOR ALL UNDERGROUND 2 /N PLASTERED OR OTHER FIXED CEILINGS ADJACENT TO THE FIXTURE; INSTALL A JUNCTION BOX(S/ZED FOR VEHICULAR TRAFFIC AREAS SHALL BE PROVIDED W1TH TRAFFIC RATED COWERS. ALL COVERS SHALL BE PERMANENTLY CONDUITS AND/OR STRUCTURES NUMBER OF WIRES INVOLVED) W1TH PLASTER?RING AND FLAT PLATE FLUSH WTH FINISHED CEILING AND PROVIDE C. A BRIEF OUTLINE OF THESE REQUIREMENTS INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING. C. SERVICE ENTRANCE EQUIPMENT SHALL BE ADEQUATE FOR A SHORT CIRCUIT DUTY AVAILABLE AT THE SITE AS VERIFIED IDENTIFIED AS TO THE TYPE OF SERVICE CONTAINED THEREIN(IE' SCE, COMMUNICATIONS, ERG:) BOXES LOCATED IN DAMP FLEXIBLE CONDUIT W H CONDUCTORS TO RECESSED FIXTURE FROM AINC77ON BOX. COVER PLATE TO BE FINISHED BY THE SERVING U77LITY COMPANY. OR WET AREAS SHALL BE RATED NEMA JR. EX7ERIOR PULL BOXES SHALL BE PLACED TOAVOID SURFACE WATER FLOW AREAS B. FLASHINGS SHALL BE PROVIDED AT ALL POINTS WHERE CONDUIT OR OTHER ELECTRICAL COMPONENTS PENEIRA 7E THE AS DIRECTED BY ARCHITECT. 1, UNDERGROUND CONDUITS, PULLBOXES, PADS, VAULTS, ETC. FOR POWER, TELEPHONE, CABLE TV. SERVICES PER ROOF. FLASHINGS SHALL EXTEND A MINIMUM OF 5"ABOVE THE SURROUNDING ROOF SURFACE WITH WEA THERPROOF MASTIC REQUIREMENTS OF EACH SERVING UTILITY COMPANY INCLUDING FEES AND PERMITS WHERE APPLICABLE. D. PANELBOARDS SHALL BE FLUSH OR SURFACE MOUNTED AS INDICATED ON PLANS AND SHALL CONFORM TO THE REQUIREMENTS 1,07 SME-S. LIGH77NG SWITCHES SHALL BE SPECIFICA77ON GRADE SINGLE POLE, OR J-WAY TOGGLE TYPE ASAPPLIED, TO PREVENT MOISTURE OR DUST FROM ENTERING THE OPENING. FLASHINGS SHALL BE DELIVERED TO THE F. EXTERIOR ADJUSTABLE LIGHTING FIXTURES SHALL BE ADJUSTED AFTER DARK IN THE PRESENCE OF THE ARCHITECT OR OF THE U.L. FRONTS SHALL BE FINISHED TO RESIST CORROSION WITH NOT LESS THAN ONE PRIMING COAT AND ONE INDICATED, 20 AMP, 1201277V A.C. RA77NG FOR FULL CAPACITY OF CONTACTS FOR LAMP LOADS, HUBBELL OR EQUAL ROOFING CONTRACTOR FOR INSTALLATION THE CORRECT LOCA77ON OF ALL SUCH PENE7RA77ONS SHALL BE VERIFIED BY OWNER IN ORDER TO PROWDE THE MAXIMUM ACHIEVABLE LIGH77NG DISTRIBUTION WTHOUT CREA77NG LIGHr TRESPASS 2 MAIN ELECTRICAL SERWICE AND DISTRIBUTION EQUIPMENT, INCLUDING SWITCHGEAR, PULL SECTION, TEST BLOCKS, FINISHING COAT. EXPOSED PARTS OF TRIM AND DOORS SHALL BE PAINTED BY OTHERS AFTER INSTALLA110N. ALL BY ARROW HART OR EAGLE. THE CONTRACTOR METERING, ETC. BRANCH CIRCUIT PANELBOARD LOCKS SHALL BE "LIKE KEYED"WITH THREE KEYS FURNISHED TO OWNER ADJACENT POLES 1.07 GROUNDING GROUNDING SHALL BE IN ACCORDANCE 107H AR77CLE 250 OF THE NATIONAL ELECTRICAL CODE: OF SINGLE POLE DEVICES SHALL BE OF A DIFFERENT PHASE WITH SPLIT PHASE BUSSING, CIRCUITS SHALL BE 1.08 DISCONNECTS. C PROVIDE SLEEVES UNDER WALLS, CONCRETE F0077NGS AND FOUNDA77ONS SLEEVES SHALL HAVE AN INSIDE DIAMETER OF 3. COMPLETE INTERIOR AND EXTERIOR LIGH77NG, POWER, TELEPHONE, AND CABLE TV. SYSTEMS INCLUDING BRANCH NUMBERED FROM TOP TO BOTTOM WITH ODD NUMBERS ON 7HE LEFT AND EVEN NUMBERS ON THE RIGHT. A NEATLY TYPED NOT LESS THAN 1"LARGER THAN THE OUTSIDE DIAMETER OF CONDUIT CONTAINED THEREIN, A. PROVIDE AND INSTALL GROUND RODS AS REQUIRED, FULL LENGTH AND WITH MECHANICAL TYPE CONNECTORS OF THE CIRCUIT DISTRIBU77ON AS INDICATED. CIRCUIT DIRECTORY WITH A PLAS77C COVER SHALL BE PROWIDED IN A HOLDER MOUNTED INSIDE THE CABINET DOOR A, MANUAL MOTOR STARTER SWTCHES SHALL BE TOGGLE TYPE ON/OFF, AS REQUIRED FOR CONTROL OF SINGLE AND THREE CORRECT SIZE AND APPLICA110N, SUITABLE FOR INE FULL RATED CURRENT OF THE CONDUCTOR BREAKERS SHALL BE BOLT ON OR PLUG-IN TYPE AS INDICATED ON PANEL SCHEDULES WI7H RATINGS AS SHOWN ON THE PHASE MOTORS AND RESISTANCE HEATER LOADS. SWITCHES SHALL BE SIDE WIRED AND BE COMPLETE WITH OVERSIZE 1.03 CONDUIT CONDUIT FOR LINE VOLTAGE WIRING SHALL BE CONCEALED WITHIN FINISHED WALLS, CEILINGS AND 1.02 LISTINGS AND CODES ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE LISTED BY DRAWINGS WITH A MINIMUM SHORT CIRCUIT RA77NG OF 10,000 AMPS SYMMETRICAL. THE FRONT SHALL INCLUDE FLUSH HINGED SILVER CONTACTS PASS&SEYMOUR HUBBELL, EAGLE OR EQUAL. UNDER/IN FLOORS. EXPOSED CONDUITS ABOVE CEILINGS AND SURFACE MOUNTED'IN MECHANICAL AND SERVICE AREAS SHALL BE B PROVIDE GROUNDING CONDUCTOR(S)IN ACCORDANCE W17H AR77CLE 250-94(b). EQUIPMENT GROUNDING CONDUCTOR(S) UNDERWRITERS LABORATORIES (UL) AND BEAR THEIR LABEL, OR LISTED AND CER77FIED BY A NATIONALLY RECOGNIZED DOOR WITH LOCK, COVERING ALL BREAKERS ' INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING WALLS. RIGHT ANGLE ]URNS SHALL CONSIST OF CONDUIT BODIES SHALL BE AS INDICATED IN TABLE 250-95. TES77NG AUTHORITY WHERE UL DOES NOT HAVE A LISTINGG, IN ADDITION, THE MATERIALS, EQUIPMENT, AND INSTALLA77ON B, SAFETY SWITCHES SHALL BE HEA VY-DUTY INDUSTRIAL TYPE SINrCHES SHALL BE FUSED OR NONFUSED AS INDICA7FD ON OR SYMMETRICAL BENDS ALL CONDUITS SHALL BE PROPERLY SECURED WITH COMPONENTS SPECIFICALLY MANUFACTURED FOR . SHALL COMPL Y WITH THE REQUIREMENTS, WHERE APPLICABLE; OF THE LATEST EDITION OF THE FOLLOWING., E IDEN 77FICA 77ON NAMEPLATE'S SHALL BE PROVIDED OF MICA RTA 1/B" THICK, OF APPROVED SIZE, WITH BEVELLED EDGES THE DRAWINGS ENCLOSURES SHALL BE RATED EITHER NEMA 1 OR NEMA 3R AS REQUIRED BY INSTALLA77ON. UNITS THIS USE. ALL CONDUITS SHALL BE SIZED IN ACCORDANCE WITH FILL CAPACITIES SET FORTH IN NEC ARTICLE 348. ALL 1 1.08 IDENRFICA770N IN ADDITION TO NAMEPLATE'S REQUIRED BY SECTION 16100 AND GOVERNING CODES FOR AND ENGRAVED WHITE LET7ERS 1/4"HIGH MINIMUM ON BLACK BACKGROUND. THESE NAMEPLATE'S SHALL BE PRO WDED FOR SHALL BE QUICK MAKE, QUICK BREAK WITH OPERATING HANDLE WHICH CAN BE PADLOCKED IN THE "OFF" POSITION. CONDUIT RUNS SHALL BE INSTALLED TO AVOID TRAPPED CONDENSATION SWITCHBOARDS, PANELBOARDS, TRANSFORMERS ETC. THE FOLLOWING SHALL BE LABELED TO INDICATE FUNCTION OR USE A. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION(Ni ALL CIRCUITS IN THE SERVICE DISTRIBU77ON AND POWER DISTRIBU77ON BOARDS, MOTOR CONTROL CENTERS, LIGHTING FINISH SHALL BE A STANDARD LIGHT GRAY ENAMEL. SWTCHES SHALL HAVE AFFIXED TO COVERS A NAMEPLATE DISTRIBUTION PANELBOARDS SEPARATELY MOUNTED STAR77NG SWITCHES, DISCONNECTION SWITCHES. MOTOR CONTROL I INDICATING MIA ITEM IS CONTROLLED BY SWITCH. A. ELECTRICAL METALLIC TUBING(EMT), DO NOT EMBED EMT IN CONCRETE OR BELOW GRADE. EMT MAY BE USED WHERE A. PANELBOARDS AND LOAD CENTERS SHALL BE PROWDED WITH A TYPED CIRCUIT DIRECTORY MOUNTED IN A HOLDER ON THE B. AMERICAN STANDARD ASSOCIA17ON(ASA) PUSH-BUTTON STATIONS, SELECTOR SWITCHES, TRANSFORMERS, TERMINAL CABINETS, TELEPHONE CABINETS, ETC THESE CONCEALED OR WHERE NOT SUBJECT TO DAMAGE. INSIDE OF THE DOOR. NAMEPLATES SHALL HAVE 174E SAME IDEN TIFICA 77ON NAMES AS INDICATED ON THE PLANS 1. FUSES SHALL BE OF CORRECT RA77NG FOR EACH INSTALLATION, AND SHALL BE EITHER CURRENT LU77NG OR C. NATIONAL FIRE PROTECTION AGENCY(NEPA) MULTI-ELEMENT 77ME DELAY AS REQUIRED BY EQUIPMENT MANUFACTURERS RECOMMENDATION ROSSMAN, CHASE- B ALL CONDUIT PASSING THROUGH CONCRETE SLABS SHALL MEET ALL LOCAL CODE STANDARDS. B. FLUSH OR SURFACE MOUNTED CONTROL DEVICES SHALL HAVE AN ENGRAVED PLATE WITH 1/4" HIGH BLOCK TYPE 1.02 CONDUITS AND RACEWAYS ALL CONDUITS AND RACEWAYS SHALL CONFORM TO UL. STANDARDS AS APPLICABLE. SHAWMUT COULD OR EQUAL. C. D. AMERICAN NATIONAL STANDARD INSTITUTE(ANSI) C. FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL GONNEC770NS TO ALL VIBRATING AND MECHANICAL EQUIPMENT. A. ELECTRICAL METALLIC TUBING(EMT), NO LESS THAN 1/2" TRADE SIZE, 2"MAXIMUM TRADE SIZE. E.M.T. MAY BE 1.09 RECEPTACLES I I A CODE GAUGE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED 1N SUCH CONDUITS FLEXIBLE 1.09 CONNECTIONS TO EQUIPMENT. THIS CONTRACTOR SHALL CONNECT ALL OWNER, MECHANICAL AND PLUMBING CONTRACTOR E CALIFORNIA CODE OF REGULA]TON, 777LE 24(CCR) USED IN DRY LOCA77ONS ONLY. ALLIED, COLE-FLEX, ROBROY OR EQUAL, METALLIC CONDUIT MAY BE USED IN LENGTH'S OF LESS THAN 6'FOR CONNECTING FIXTURES, PROVIDED THAT A CODE SUPPLIED EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS THROUGHOUT THE BUILDING. A, DUPLEX RECEPTACLES SHALL BE RA 70 20 AMP, 125V A,C, J WIRE GROUNDING TYPE AND UNLESS OTHERW/SE GAUGE INSULATED GROUNDING CONDUCTOR IS PROVIDED, L/QUID-TIGHT f LEX/BLE CONDUIT SHALL BE USED FOR ALL F NATIONAL ELEC7RICAL CODE(NEC) B, RIGID GALVANIZED STEEL CONDUIT(RGS) SHALL BE S7FEL, GALVANIZED OR ZINC COA70 FULL WEIGHT, NO LESS INDICATED, CONFIGURA77ON SHALL BE NEMA 5-20R A BONDING JUMPER SHALL BE PROVIDED FOR GROUND BETWEEN THE DAMP OR WET LOCA TONS I 1.10 FINISH. PANELBOARDS SHALL BE FINISHED PRIME GOAT ON EXPOSED,TRIM AND DOOR. FINAL FINISH WILL BE THAN 1/2" TRADE SIZE. ALLIED, CONOUX INTERNA TONAL, VA,W OR EQUAL. GROUNDED OUTLET BOX AND THE RECEPTACLE GROUND TERMINAL, GROUNDING THROUGH THE RECEPTACLE YOUN77NG STRAPS DE7FRM/NED BY ARCHITECT AND PROVIDED BY OTHERS G. ALL LOCAL AND STATE CODES HAWING JURISDIC77ON IS NOT ACCEPTABLE HUBBELL 5242-1 OR EQUAL BY SIERRA OR LEVITON. D. POLYVINYL CHLORIDE CONDUIT(PVC)SHALL ONLY BE USED UNDERGROUND AT A MINIMUM OF JO"BELOW FINISHED GRADE C LIQUID-TIGHT FLEXIBLE CONDUIT, NO LESS THAN 1/2" TRADE SIZE, FLEXIBLE, GALVANIZED STEEL GORE COMPLETELY WHEN NOT INSTALLED UNDER A CONCRETE SLAB OR FOOTING PROVIDE A CODE GAUGE GREEN GROUND WIRE IN ALL PWC 1.11 PRQTEC770N AND RESPONSIBILITY THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS, AND EQUIPMENT FROM A IN THE CASE WHERE THE CODES HAVE DIFFERENT LEVELS OF REQUIREMENTS, THE MOST STRINGENT RULE SHALL APPLY. ENCASED IN A POLYVINYL CHLORIDE JACKET. AFC, ALFLEX, CAROL CABLE OR EQUAL. B. CLOCK OUTLETS SHALL BE 15 AMP, 125V A.C. J WIRE GROUNDING TYPE RECESSED RECEPTACLES WITH CLOCK HANGER RUNS. ALL UNDERGROUND CONDUIT RUNS SHALL SLOPE TO DRAIN TO EACH END AND TERMINATE WITH PRE-MANUFAC7URED DAMAGE: PRO ADEQUATE AND PROPER STORAGE FACILITIES DURING PROGRESS OF WORK AND BE FULLY RESPONSIBLE FOR SUPPORT AND INTEGRAL PLASTIC PLATE EAGLE#775 OR EQUAL BY LEWITON OR PASS&SEYMOUR. BELL ENDS AT ALL MANHOLES AND PULL BOXES. ALL INJURY OR DAMAGE THAT MAY OCCUR FROM ANY PART OF HIS WORK FUNCTION 1.03 SHOP ORAV�JNGS D. NDN-METALLIC POLYVIN}2 CHLORIDE (PVC), NO LESS THAN 3/4" TRADE SIZE; SCHEDULE X40 UNLESS NOTED OTHERWISE. SUNLIGHT RESISTANT AND RATED FOR 90`C. CONDUCTORS CARLON, CANTEX, CAL DUCT OR EQUAL. C GROUND FAULT TYPE DUPLEX RECEPTACLE SHALL PROWDE 20A. FEED THROUGH RATING AND 0.025 SECOND, NOMINAL TRIP Er CONDUIT ENDS SHALL BE CUT SQUARE AND SHALL BE CAREFULLY REAMED OUT TO FULL SIZE WITH A TAPERED BURRING 1.12 CLEAN-UP. UPON COMPLETION OF WORK, AND PERIODICALLY AS REQUIRED FOR SAFETY AND SANITA770N, REMOVE ALL A. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL SIX(6)SETS OF A COMPLETE LIST AND CATALOG CU7S OF TIME PER UL STANDARD, LEWJTON 6899-1 OR EQUAL BY PASS AND SEYMOUR OR HUBBELL. REAMER AND SHOULDERED TO THE RT77NGS TRASH AND DEBRIS RESULTING FROM WORK UNDER THIS SECTION ALL MA7ERIALS HE PROPOSES TO PROVIDE FOR THE ELECTRICAL SYSIEMS COVERED BY THESE SPECIFICATIONS EACH E. FLEXIBLE METALLIC CONDUIT NO LESS THAN 1/2" TRADE SIZE, STEEL, FORMED FROM CONTINUOUS STRIP AND ZINC ELECTRICAL ITEM SHALL BE IDENTIFIED BY THE MANUFAC7URER'AND TRADE NAME OF THE 17EY AS WELL AS THE COATED. AFC, COLE-FLEX, ROBROY OR EQUAL. D. ISOLATED GROUND RECEPTACLES SHALL BE 15 AMP, 125V J WIRE GROUNDING TYPE, ORANGE IN COLOR RECEPTACLE SHALL F BENDS IN CONDUIT SHALL BE MADE SO THAT THE CONDUIT WILL NOT BE DAMAGED, AND THAT THE INTERNAL DIAMETER OF END OF SECTION DESCRIP77ON GIVEN ON THE ELEC7RICAL ENGINEERS PLANS UNLESS OTHERWISE SPECIFICALLY AUTHORIZED BY THE NOT GROUND THROUGH YOUN77NG STRAP, BUT ONLY THROUGH THE GROUND SCREW WHEN CONNEC7E0 TO AN INDEPENDENT THE CONDUIT WILL NOT BE EFFEC77VEL Y REDUCED. THE RADIUS OF THE CURVE OF THE INNER EDGE SHALL NOT BE LESS ELECTRICAL ENGINEER, MAKE ALL SUBMITTALS IN GROUPS CONTAINING ALL ASSOCIATED ITEMS THE ELECTRICAL 1.03 FITTINGS FITTINGS AND OUTLETS FOR CONDUIT SYSTEMS SHALL CONFORM TO THE FOLLOWING.- GROUNDING CONDUCTOR LEWIr0N#5262-IG OR EQUAL BYPASS AND SEYMOUR OR HUBBELL. THAN SHOWN IN TABLE 346-10 OF THE NEC ENGINEER MAY REJECT PARTIAL SUBMITTALS AS NOT COMPLYING WITH THE PROWSlONS OF THIS SEC 770N. NO MATERIALS SHALL BE DELIVERED TO THE JOB UN 77L THE LIST NAS BEEN APPROVED BY THE ARCHITECT. ACCEPTANCE OR A. RT77NGS FOR ELECTRICAL METALLIC 711BING(EMT)FOR SIZES 1/2" THROUGH 2" SHALL BE WRENCH 7707ENED 1.10 PLATES. PROWDE PLATES FOR EVERY SWITCH, RECEPTACLE, AND 7ELEPHONE/DATA OU7ZET, REJEC77ON OF SUBSTITUTE MATERIALS SHALL BE AT THE DISCRE77ON OF THE ARCHITECT I COMPRESSION TYPE WHICH SHALL PROVIDE PULL-ON FORCE RESISTANCE AND ELECTRICAL CONTINUITY AS REQUIRED BY I G CONDUIT SUPPORTS SHALL BE PROVIDED FOR ALL ABOVE GROUND SYSTEMS CONDUIT SHALL BE SECURELY SUPPORTED AND UL. NO INDENTING FITTINGS OR ADJUSTABLE SET SCREW TYPE FIT77NGS SHALL BE USED. O-Z GEDNEY, THOMAS& A. ALL INTERIOR PLATES SHALL BE IVORY COLORED SMOOTH NYLON OR PHENOLIC PLASTIC FOR ALL OUTLET LOCA77ONS, FASTENED WITHIN J FEET OF ANY TERMINATION POINT AND AT A MAXIMUM OF EVERY 10 FEET ALONG LENGTH OF RUN. B. MAKE ALL SUBMITTALS IN ACCORDANCE WITH THE GENERAL CONTRACTOR'S SCHEDULE OF SHOP DRAWINGS AND FAR ENOUGH BETTS RACO OR EQUAL. UNLESS SPECIFICALLY NOTED OTHERWISE. LEV70N, HUBBELL, PASS AND SEYMOUR OR EQUAL IN ADVANCE OF SCHEDULED DATES OF INS TALLA77ON TO PROVIDE REQUIRED TIME FOR REVIEWS SECURING NECESSARY H. CLEARANCE. CONDUIT SHALL NOT RUN CLOSER THAN 6" TO ANY HOT WATER PIPE, S7EAM PIPE, HEATER FLUE, OR VENT. APPROVALS, POSSIBLE REVISION AND RESUBMITTAL, INCLUDING PLACING ORDERS AND SECURING DELIVERY. B. FITTINGS FOR RIGID GALVANIZED S7FEL CONDUIT(RGS) SHALL BE STEEL, THREADED R777NGS ONLY. SPLIT AND "SET B ALL EXTFRIOR COWERS SHALL BE WEATHERPROOF PER NEC 410-57(b) THERMOPLASTIC, WITH CLEAR POLYCARBONATE TOP SCREW" TYPE FITTINGS ARE NOT ACCEPTABLE: O-Z GEDNEY, THOMAS&BETTS, RACO OR EQUAL. HINGED COVER AND PLA 7E GASKET. PASS AND SEYMOUR,J700 SERIES OR EQUAL BY TAYMAC OR HUBBELL, 1. CONDULETS .SHALL BE USED WHERE CONDUIT RUNS MUST GO AROUND OUTSIDE CORNERS OF WALLS, BEAMS, EQUIPMENT, C SUBMIT FOR APPROVAL, COMPLETE DETAILS IN ACCORDANCE WITH A. AND B. AB%E FOR THE FOLLOWING ITEMS,• ETC ALL CONDULET COVERS SHALL BE ACCESSIBLE. C FITTINGS FOR LIQUID-77GHT FLEXIBLE CONDUIT SHALL BE OF THE COMPRESSION TYPE WITH THREADED FERRULE, C PLATES FOR ISOLATED GROUND RECEPTACLES SHALL BE ORANGE COLORED, SMOOTH NYLON OR PHENOLIC PLAS770, UN.O 1. LIGH77NG FIXTURES AND LAMPS SEALING RING AND SUITABLE FOR WET LOCA 77ONS 0-Z GEDNEY, THOMAS&BETTS, RACO OR EQUAL. LE14TON 180703-IG OR EQUAL BY PASS AND SEYMOUR OR HUBBELL. 1.04 CONDUCTORS AND TERYINA7TONS. WIRE AND CABLE SHALL BE CONTINUOUS FROM OUTLET TO OUTLET WITH THE SPLICES ONLY IN JUNCTION BOXES, GUTTERS,.EQUIPMENT OR OTHER APPROVED LOCATIONS 2. PANELBOARDS TRANSFORMERS AND D157RIBU77061 EQUIPMENT I D. FITTINGS FOR PVC SHALL BE NON-METALLIC, SUNLIGHT RESISTANT AND OF THE SAME COMPOUND AS THE CONDUITS 1.11 LIGHT FIXTURES. FURNISH ALL LIGHT FIXTURES, LIGH77NG EQUIPMENT AND COMPONENTS`SHOWN ON THE PLANS, 40 WH/CH THEY ARE BEING U77L/ZED WITH. CARLON, CANTEX, CAL DUCT OR EQUAL. LISTED 1N THE 'PXNRE SCHEDULE"AND SPECIFIED HEREIN. - A. MAKE SPLICES JOINTS, TAPS AND CONNECTONS TO EQUIPMENT WITH APPROVED SOLDERLESS LUGS,SIZED FOR THE WIRE J. WIRING DEVICES I OR CONDUCTOR IN VOL VED. E. RT77NGS FOR FLEXIBLE METALLIC CONDUIT SHALL BE OF THE "SQUEEZE" TYPE WITH EITHER ONE(1) OR TWO (2) A, BALLASTS FOR FLUORESCENT FIXTJRES SHALL BE HIGH POWER FACTOR, ENERGY SAWNG TYPE, COMPATIBLE WITH LAMPS ill 4, PULL BOXES AND VAULTS SCREWS, CAST OR MALLEABLE STEEL, CADMIUM OR ZINC COATED. O-Z GEDNEY, THOMAS&BETTS, RACO OR EQUAL. AND THEIR DESIGN. CONS7RUCRON SHALL CONFORM TO C.E.G. OR OTHER LOCAL STANDARDS WHERE APPLICABLE. B IDENTIFY POWER AND LIGHTING FEEDERS WITH PERMANENT TAGS AT PANELS, PULL BOXES AND POINTS WHERE CONDUIT i GIN GENERAL ELECTRIC "WATTa-MISER; ADVANCE "MARK Ill; UNIVERSAL "WATT REDUCER"OR EQUAL. RUN IS BROKEN. 5 NAMEPLA7ES FOR EQUIPMENT 1.04 CONDUCTORS CONDUCTOR SIZES ARE SPECIFIED BY AMERICAN WIRE GAUGE(AWG) CONDUCTORS SHALL BE COPPER. WIRE SIZES 110 AND SMALLER SHALL BE SOLID CONDUCTOR, HOWEVER, CON7ROL AND SIGNAL SYSTEMS MAY BE WIRED WITH B. FLUORESCENT LAMPS SHALL BE ENERGY SAWING, COOL WHITE AND OF THE LENGTH AND WATTAGE TO Flr THE FIXTURE IN C INSTALLA170N, THOROUGHLY GLEAN CONDUIT AND W7REWAYS TO INSURE ALL PARTS ARE PERFECTLY DRY BEFORE PULLING 6. COMMUNICA77ON SYSTEMS EQUIPMENT 114 STRANDED. 1NSULA77ON FOR WIRING SHALL BE 600 VOLT TYPE THWN, 751C. RATED FOR DRY OR WET LOCATIONS OR WHICH USED, ALL 4'RAPID START LAMPS SHALL BE 34W, GENERAL ELECTRIC, SYLVANIA OR EQUAL WIRES USE APPROVED WIRE PULLING COMPOUND FOR SIZES 12 OR LARGER, AND ON LONG RUNS. TYPE "THHN', 901C. RATED FOR DRY LOCA]TONS ALUMINUM CONDUCTORS SHALL BE ALLOWED FOR MAIN SERWCE FEEDERS tr 7. FIRE ALARMS EQUIPMENT ONLY. I C. INCANDESCENT LAMPS SHALL BE OF THE INSIDE FRE, WIROS TYPE, A RATING OF 1201 AND SCREW BASE, UNLESS A WIRE OR CABLE BENDS IN JUNC77ON AND/OR PULLBOXES SHALL BE MADE WITH A LONG RADIUS BENDS FOR CABLE SHALL Awl 1.04 LOCA77ONS AND ACCESSIBILITY WORK SPECIFIED AND NOT CLEARLY DEFINED BY THE DRAWINGS SHALL BE BROUGHT TO A. CONDUCTOR SIZES SHALL BE AS INDICATED, WHERE SIZES ARE NOT INDICATED THEY SHALL BE AS REQUIRED BY CODE NOTED OTHERWISE. GENERAL ELECTRIC, SYLVANIA, PHILLIPS OR FOETAL. HAVE A RADIUS OF NOT LESS THAN 8 TIMES THE DIAMETER OF THE CABLE. PER N.E.G SECTION 300. THE ATTENTION OF THE ELECTRICAL ENGINEER PRIOR TO INSTALLATION SO THAT IT MAY BE INSTALLED AND ARRANGED IN A ALL WIRING SHALL BE COLOR CODED FOR PHASE IDENTIFICATION AS FOLLOWS.- 0. HIGH INTENSITY DISCHARGE(HID)BALLASTS SHALL BE HIGH POWER FACTOR AND RATED OF START-UP AT 20'F ON ALL E. CONDUCTORS 112 AND SMALLER SHALL BE PROVIDED WITH EYE OR FORKED TYPE COMPRESSION SET CONNECTORS WHEN SA77SFACTOR Y MANNER OUTDOOR FIXTURES LAMPS AND BALLASTS SHALL BE COMPA77BLE WITH BALLASTS MUL 7T-VOL TAGS RATED. CONDUCTORS ARE TERMINATED ON A SET SCREW TYPE TERMINAL. 120/2081. 3O, 4W. 27�48OV.. JO 4W 1,05 TESTING AND ADJUSTMENT UPON COUP 770N OF ELECTRICAL WORK, ADJUST AND TEST CIRCUITS, LIGHTS AND OTHER 1. PHASE A = BLACK PHASE A = BROWN E. LIGHTING FIXTURE DIFFUSERS• ALL PLASTIC DIFFUSERS FOR FLUORESCENT FIXTURES SHALL BE ACRYLIC. THEY SHALL 1.05 DEVICE AND JUNCTION BOXES ELECTRICAL 17EYS TO INSURE PROPER OPERA77ON OF ALL ELECTRICAL EQUIPMENT. PHASE B = RED PHASE B = ORANGE BE 1007 PURE VIRGIN ACRYLIC, MINIMUM THICKNESS.125"OVERALL. PHASE C = BLUE PHASE C = YELLOW A. CONCEALED OUTLET BOXES SHALL BE ACCURATELY PLACED, FLUSH WITH THE FINISHED SURFACE OF WALL OR CEILING, A. CHECK SERVICE VOLTAGES UNDER MAXIMUM OBTAINABLE LOADS EQUIPMENT FIXTURES, AND PARTS FOUND TO BE IN NEUTRAL = WHl7F NEUTRAL = WHITE 1_,_12 PULL WlRS INSTALL AN UNSPLICED PULL LINE IN ALL EMPTY CONDUITS PULL LINE SHALL BE A 3/16"BRAIDED UNLESS OTHERWISE INDICATED. THEY SHALL BE PLUMB AND RIGIDLY FASTENED TO THE S7RUC7URE, INDEPENDENT OF NEED OF CORREC77ON DURING SUCH TESTING SHALL BE IMMEDIATELY REPAIRED OR REPLACED WITH NEW EQUIPMENT AND GROUND = GREEN GROUND = GREEN POLYPROPYLENE LINE. THE CONDUIT, BY A BAR HANGER OR SIRA P APPROVED FOR THAT PAR77CULAR USE. THAT PART OF THE SYSTEM SHALL BE RE7ESTED SUCH REPLACEMENT OR REPAIR SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER B MAKE SPLICES FOR CONDUCTORS 18 AND SMALLER WITH STEEL OR COPPER SPRING INSULATED WIRE NUTS. SPLICES FOR 1.13 GROUND RODS PROWDE STEEL CENIFRED COPPER CLAD GROUND RODS AS REQUIRED PER NEC 250. MINIMUM LENGTH B OUTLET BOXES IN FURRED CEILING SHALL BE RIGIDLY FASTENED TO 7HE SUPPORTING STRUCTURE BY AN APPROVED BAR CONDUCTORS 16 OR LARGER SHALL BE WITH SPLIT BOLTS OR "KEARNEY'S" WHICH WHEN USED SHALL BE THOROUGHLY I SHALL BE J/4"X 8; DRIVEN NEA RL Y FULL LENGTH INTO THE EARTH WITH NO MORE THAN 2"LEFT ABOVE GRADE FOR PROPER TYPE HANGER OR BLOCKING., B. AL1. FAILURES SHALL BE CORRECTED IN A MANNER SATISFACTORY TO THE ENGINEER. THE CONTRACTOR SHALL FURNISH INSULATED. CONNECTION TO THE GROUNDING CONDUCTOR(S). ALL NECESSARY COSTS OF RE7ES77NG EQUIPMENT AND CORRECTING FAILURES C. CONTROL APPARATUS, OUTLET BOXES, JUNC77ON ANDIOR PULLBOXES, AND OTHER SIMILAR EQUIPMENT SHALL BE C 7HE GREEN GROUND WIRE SHOWN ON CONDUIT RUNS SHALL RUN CON77NUOUS FROM PANEL TO LAST OU7ZET. THIS WIRE 1.14 7RA9SFORMER(S). TRANSFORMERS SHALL BE DRY-TYPE, NEMA-1 FOR DRY LOCA 77ONS OR NEMA 3R FOR WET OR DAMP INSTALLED AND MAINTAINED IN ACCESSIBLE POS17IONS AND LOCA77ONS C. ALL ELECTRICAL TESTS SHALL BE WITNESSED BY AN INSPECTOR THAT SHALL HAVE EXPERIENCE IN ELECIRICAL WORK, I SHALL,BE PIGTAILED IN EACH OUTLET FOR CONNEC77ON TO BOX AND DEVICE SO THAT IF THE DEVICE IS REMOVED, 7HE LOCATIONS TRANSFORMERS SHALL HAVE VENTILATED CORE AND COIL ASSEMBLIES MOUNTED ON RUBBER ISOLA77ON PADS TO EQUAL TO THAT OF AN ELECTRICIAN HAVING AT LEAST FIVE(5) YEARS EXPERIENCE AS AN I.BE.W. JOURNEYMAN GROUND WILL NOT BE INTERRUPTED. MINIMIZE THE SOUND LEVEL (6)2-1/2Z FULL CAPACITY TAPS WITH(2)ABOVE AND (4)BELOW SHALL BE PROVIDED AT 150' D. WALL OUTLETS SHALL NOT BE WIRED BACK TO-BACK, BOXES ON OPPOSITE SIDES OF A COMMON WALL SHALL BE SEPARATED C RISE, UNLESS NOTED OTHERWISE: BY A SPACE OF AT LEAST 6". PROVIDE A MINIMUM OF 24"OF SEPARATION/N ACOUSTIC AND FIRE RA TED WALLS. 1.06 LAYOUT AND INSTALLA110N 1.05 OUTLET BOXES ALL BOXES SHALL BE SIZED FOR THE NUMBER AND SIZE OF CONDUCTORS AND CONDUITS ENTER/NG THE BOX AND EQUIPPED WITH PLAS7ER/EX7ENSION RINGS WHERE REQUIRED. ALL BOXES SHALL BE LABELED TO INDICA 7E PANEL 1.15 TIME SRrCH(ES E: CAST STEEL OR ALUMINUM OUTLET BOXES SHALL BE USED FOR ALL SURFACE YOUN77NG IN DAMP OR WET LOCA77ONS. A. LAYOUT AND INSTALLA77ON OF ELEC7RICAL WORK SHALL BE COORDINATED Wl7H THE OVERALL CONSTRUCTION SCHEDULE I AND CIRCUIT NUMBER OF CONDUCTORS CONTAINED WITHIN. IN NO CASE SHALL ANY BOX BE LESS THAN 4"ROUND OR SQUARE: BOXES SHALL BE COMPLETE WITH THREADED HUBS AND WEATHERPROOF COVERS AND WORK SCHEDULE OF VARIOUS TRADES, TO PREVENT DELAY IN THE COMPLETION OF THE PROJECT COMPLETE UNLESS SPECIFICALLY NOTED OTHERWISE; OU7ZET BOXES FOR CONCEALED WORK SHALL BE GALVANIZED OR SHERARDIZED, ONE A. 77ME SWiTCH(ES)FOR CON7ROLLING MECHANICAL EQUIPMENT, SIGNS, DISPLAYS, ETC SHALL BE A 7 DAY TYPE, SPOT DRAWINGS AND SPECIFICA77ONS FOR THE ENI7RE PROJECT SHALL BE AVAILABLE AT THE JOB SITE. IT SHALL BE PIECE, PRESSED STEEL, WITH KNOCKOUTS AS REQUIRED. ADJUSTABLE WITH RESERVE POWER. 1201 WT7H(J)20 AMP CONTACTS AND PHOTOELECTRIC INTERCONNECTION TERMINALS F PROVIDE MUL 77-GANG BOXES WHERE REQUIRED, SEC 77ONAL OR CANGABLE BOXES SHALL NOT BE PERMITTEE? OBLIGATORY TO THOROUGHLY CHECK THESE DOCUMENTS BEFORE ORGANIZING THE ELECTRICAL WORK SCHEDULE OR TORK 1T9JOL OR EQUAL BY INTERMATIC OR PARAGON. INSTALLING MATERIAL AND EQUIPMENT. A. LIGHT OUTLETS SHALL BE 4"OCTAGON, 4"SQUARE OR LARGER PER NEC J70-6(a)AND SHALL BE EQUIPPED WITH A I I 1.06 LIGHTING FIXTURES. FURNISH ALL LABOR AND MATERIALS TO INSTALL SPECIFIED EQUIPMENT IN THE MANNER RAISED PLASTER RING OF DEPTH REQUIRED TO PROWDE A FLUSH MOUNTING CONDITION PLASTER RING SHALL HAVE A B. TIME SWITCHES FOR CONTROLLING EXTERIOR LIGHTING, DUTY CYCLING, VEN77LATING FANS, ETC. SHALL BE A T DAY INDICATED. ALL FIXTURES AND LIGH77NG EQUIPMENT SHALL BE DELIVERED TO THE BUILDING COMPLETE WITH SUSPENSION 1, WHERE OUTLETS ARE PLACED IN A WALL, THEY SHALL BE LOCATED AT THE SAME HEIGHT WITH RESPECT TO EACH J"ROUND OPENING WITH TWO THREADED YOUN77NG HOLES RACO OR EQUAL. TYPE, 3PST WITH MANUAL BY-PASS SWITCHES RESERVE POWER 120V WIIH(3)20 AMP CONTACTS TORK TW-300 SERIES ACCESSORIES, CANOPIES, CASTINGS, SOCKETS, REFLECTORS BALLASTS, DIFFUSERS, LOUVERS, PLASTER FRAMES, RECESSED , . OTHER AND OTHER FEATURES AND/OR FINISHES ON THE WALL. OR EQUAL BY 1N TERMA TIC OR PARAGON IBOXES, ETC ALL WIRED AND ASSEMBLED AS DIRECTED BY MANUFAC71WER, B. SWRTCH OU7LETS SHALL BE 4"SQUARE BOX FOR SINGLE AND TWO GANG APPLICA 77ONS. SPECIAL MUL TI-GANG BOXES 2 LOCATIONS SHOWN ON ARCHITECTURAL REFLECTED CEILING PLANS, OR ON WALL ELEVA77ONS SHALL TAKE SHALL BE U17LIZED FOR MORE THAN TWO SWITCHES COMPLETE WITH PLAS7ER RING FOR MOUNTING SWITCHES RACO OR 1,16 PHOTOCONTROLS: PHOTOCONTROLLS SHALL BE OUTDOOR TYPE, 12OV., 200OW. CURRENT RA17NG, ADJUSTABLE, TORK A. FLUORESCENT FIXTURES SHALL NOT BE USED AS A RACEWAY FOR BRANCH CIRCUIT CONDUCTORS EXCEPT WHERE INSTALLED PRECEDENCE OVER ELECTRICAL PLAN LOCATIONS EQUAL. #2101 OR EQUAL, END-TO-END TO FORM A CON77NUOUS ASSEMBLY 3. REVIEW EXACT LOCATIONS OF EACH OUTLET INDICATED AND COORDINAIF WITH THE ARCHITECTURAL DRAWINGS C RECEPTACLE, TELEPHONE AND COMPUTER/DATA OUILETS SHALL BE 4"SQUARE, OR LARGER BOX PER NEC 370--6(a), WITH 1.17 LOCA TONS. EQUIPMENT OUTLETS, LIGH77NG FIXTURES CONDUIT, WIRE, AND CONNECTION METHODS IN HVAC AIR- B. CEILING MOUNTED FIXTURES WHICH ARE INSTALLED DIRECTLY ON COMBUSTIBLE OR FLAMMABLE CEILING MATERIAL, SHALL MINOR RELOCA77ONS SHALL BE MADE WITHOUT INCURRING ADDITIONAL COST TO OWNER SINGLE GANG OR LARGER PLAS7ER RING TO SUIT THE DEVICES)INSTALLED, UNLESS SPECIAL BOXES ARE SPECIFIED PLENUMS SHALL BE APPROVED FOR SUCH USE. BE RA IED AND APPROVED BY UL FOR SUCH INSTALLATION. (FLUSH CLOCK, ETC) OR 07HERWSE REQUIRED FOR A PARTICULAR DEVICE RACO OR EQUAL. 4. THE ARCH/7ECTURA L, STRUC771RAL, ELEC7RICAL, PLUMBING AND MECHANICAL DRAWINGS AND SPEC/FICA TIONS I END OF SECTIONC. RECESSED MOUNTED F/X7URES WHICH ARE INSTALLED/N GYPSUM BOARD OVER SUSPENDED WOOD CEILINGS SHALL BE . TAKEN TOGETHER INDICATE THE WORK TO BE DONE UNDER THIS PROJECT, THE WORK SHALL BE EXECUTED IN I ICOMPLETE WITH TWO(2) t"X 1 5/8"STEEL CHANNELS MOUNTED ON TOP OF AND PERPENDICULAR TO S7RUC7URAL WOOD ACCORDANCE WITH THESE DRAWINGS AND ANY DETAIL SCALE DRAWNGS WHICH MAY BE FURNISHED BY THE ARCHITECT MEMBERS AND SECURED WITH FOUR(4) 1/4",Y 1"LAG BOLT(S)AND WASHER(S). THERE SHALL BE FOUR(4)3/8"BY . DURING THE PROGRESS OF THE WORK. THE CONTRACTOR SHALL EXAMINE ALL ARCH17EC7URAL, STRUCTURAL, REQUIRED LENGTH THREADED RODS WITH WASHERS AND LOCKNUIS SECURING FIXTURE TO CHANNEL AT FOUR(4) CORNERS ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS IN ORDER TO BE DULY INFORMED AS TO THE SCOPE AND DETAIL OF THE WORK WHICH WILL BE REQUIRED. 5. THE ELECTRICAL DRAWINGS ARE D/AGRAMMA TIC IN NA TURF AND INDICA TE THE PREFERRED LOCA TIONS OF OUTLETS AND EQUIPMENT AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE: IT IS NOT Wl7HIN THE SCOPE OF THE ' DRAWINGS TO SHOW ALL BENDS, OFFSETS, PULLBOXES AND OBSTRUCTIONS AND IT SHALL BE THE RESPONSIBILITY - I I - ::::] OF THE CONTRACTOR TO INCLUDE SUCH IN THE BID. THE DRAWINGS ARE NOT INTENDED TO BE SCALED, AND THE CON7RACTOR SHALL REFER TO THE ARCHITEC77JRAL AND STRUCTURAL DRAWINGS FOR DIMENSIONS AND LIMITATIONS OF THE BUILDING S77?UC7URE AND TO THE MECHANICAL DRAWINGS FOR THE LOCA77ON OF EQUIPMENT REQUIRING ELECTRICAL SERVICE AND CONNECTIONS 6. IN THE EVENT THAT CHANGES IN THE INDICATED LOCATIONS OR ARRANGEMENTS ARE NECESSARY DUE TO FIELD . CONDRIONS, SUCH CHANGES SHALL BE MADE BY THE CONTRACTOR WITHOUT EX7RA COSTS, PROVIDING THE CHANGE HAS BEEN APPROVED BY THE ARCHI7ECT BEFORE THE WORK HAS BEEN COMMENCED AND NO ADDITIONAL MATERIALS ARE REQUIRED. THE CONTRACTOR SHALL ADVISE THE ARCH17ECT OF ANY REQUIRED ADD177ONAL COSTS AND HAVE APPROVAL OF SAME BEFORE PROCEEDING I I I I I DESCRIPTION OF REVISION DATE APPCITY ROVED: 1.07 OPERATION AND MAINTENANCE INSTRUCTIONSFULLY INSTRUCT AND DEMONSTRATE TO THE OWNER'S OPERATING w8mm PERSONNEL THE PERFORMANCE, OPERA77ON AND MAINTENANCE OF EQUIPMENT THE TIME ALLOWED FOR SAID INSTRUCTION - I ' U t*4 " M ON(M SHALL BE INCLUDED AS PART OF THESE CONTRACT DOCUMENTSI If" Ai 1.08 WARRANTY ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECTION SHALL BE WARRAN77EO/N 9RI77NG BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR(EXCEPT BALLASTS FOR LIGH77NG FIXTURES SHALL HAVE A TWO , . I I . RANCHO SUMMIT - PARK C YEAR GUARANTEE) FROM DATE OF ACCEPTANCE OF THE WORK SHOULD ANY TROUBLE DEVELOP DURING THIS PERIOD, DUE TO � DEFEC77VE MATERIALS OR FAULTY WORKMANSHIP, THE CON IRA CTOR SHALL FURNISH ALL NECESSARY LABOR AND MATERIALS TO I . I \ F >c CORRECT THE TROUBLE AT NO EXTRA COST TO THE OWNER. c� 11_ I. FINAL REVIEW AND ACCEPTANCE UPON STATED COMPLETION OF CONTRACT, WORK SHALL BE SUBJECT TO REV4EW BY I N-41 ELECTRICAL SPECIFICATIONS CN REPRESENTA 77VES OF OWNER, ARCHITECT AND ENGINEER FOR ADHERENCE TO CONTRACT DRA WINGS AND SP£CInCA 770NS ANYev CHANGES REQUIRED TO BRING WORK INTO SUBSTAN77AL CONFORMANCE WTH DRAWNGS AND SPECIFICATIONS SHALL BE MADE BY THE CONTRACTOR AT NO ADDI 77ONAL COST TO THE OWNER � _ . a:.� 11 k 1.10 RECORD DRAWINGS PROVIDE AND MAINTAIN IN GOOD ORDER A COMPLETE SET OF ELEC7RICAL CONTRACT PRINTS ALL CHANGES SHALL BE CLEARL Y RECORDED ON THIS SET OF PRINTS. A T THE END OF THE PROJECT THE CONTRACTOR SHALL - - r 11 I_ TRANSFER ALL CHANGES TO ONE SET OF MYLAR TRANSPARENCIES FOR SUBMISSION TO 7HE ARCHITECT. MYLARS SHALL BE 1 - APPROVED BY: DATE a � PROVIDED BY THE CONIRACTOR TO THE ARCHl7ECT WHEN REQUESTED AND AT COST OF PRINTING: UPON COMPLE77ON OF THE * 7 S CITY ENGINEER �rz11 6�_ RCE:: 2 4 9 a I WORK, DELIVER TO THE ARCH/7EGT ONE COMPLEIF SET OF FINAL PRINTS OF THE MYLARS AND THE MYLARS THEMSELVES WITH �' QRS �O/!� 10 �! COMPLETE INSTALLA770N AND CHANGES IN THE WORK INDICA THEREON. ALL SHEETS SHALL BE INITIALED BY THE `�� F- �A( l f ESIGN RECOMMENDED J �s/% f 4�q I '.t' t9.'.: / t F t B Y i✓ CONTRAeTOR AS BEING A CORRECT AND ACCURATE RECORD OF THE INSTALLATION . `� � w END OF sEGnaN I �' ` , - 9R�r �9ti dA ENGINEERING w E16160 Sao , Q - ExP, as-�o o� DRAWN a�� CCDM P AN Y, INC. SHEET � � --1 o 3 _el I 89p ' ELECTRICAL CONSULTING ENGINEERS c� F�ECTR`�P�' �Q RECI E}SENGINEERING 525 NES JERSEY STREET, SUITE"A" OF33 w '�J2' �� REDLANDS,CALIFORNIA 92373 Ci 'i Q) � G Q� �;ho, CHECKED11 I PHONE:(909)792-0611 FAX:(909)792-6590 DRAWING NO. � 0 DATE FILE NQ o 00 __A0, ---- _________w_--....._,., .... .._ / ,,/�1 //j t! `-.,meq `..,,.,... �� l' ~`-'!„� , "` •. , r''��, � '`-•..,. "--- ,",,,,�� -------'---...-.._.... __.e______------._.... ..-._. ._._. —. . t/ t t °^`mow.,, ``` � "h,° � ';>S' •~, ti.` `~`,.`1`C� ' .".,-- `_.._---- x,79 o ` o 6. 00 ! '01°- C) �,�__ .~— -�... 8.29 7-c 27�. / a° TC -- %�'�. 7rJ 73 'TM2g S �c ` 7g C`33 3 ag 3gp 7j - , 1 6-11-- /C S� 4.63 FS 40 13 F-S �YORK TC 75,76F S —'~� TC ( ^i f� ,P'3066 �'�87 � ,2 ` ' ! ` 1'5_ -- ~ _ r 2.46 726 74 \ 11 FL_7 fi 6, 7J 75 E :-'��G ; 1 p 22 N/ ` ,, ~..•m..,.,.,,,.,- "``' ,,''"`r .7.2.7 `W � 74.4 `'"`" t-' �`,, � 7 / "--'- - 7`-3 2-C ( 76.4 T s F- r C{} S 7�'MIN. 76.g3 FS 76.gg J rx\, '` `~'!�``.,,..- ""�"� '�°�,wy`^° "� 7 �♦ q.,,! � � .�, .-...,.. 7,5'78 re '"---._... S \``� UN �a Tc � � "" � -� 7 r4.6g T p 76 29 TC CA 76'pg FS a - - ; _68 FL 76.47-C, --_ � _ 51 i Da F,, „ CF r, �f2t�Ufi 75 9� 5 7g FS 0 !I Z�l 'r n,Q nn 'CONSTRUCTION NOTES (w 10 00 0 "_-"" ` } ( 2 END PL Ul INSTALL 4" VCP SEWER LINE 10 INSTALL L T� PER CVWD N80®51' ■ / f \ U3 INSTALL 4" VCP — 90* BEND a' � INSTALL cU7 INSTALL END CAP INSTALL END PLUG Q�) INSTAL NE 7,385 7- �Q',\Q l f5 CLEANOUT c t: ---_ , , INSTALL 1 11.250 t.s� t i �- 74. I INSTALL 1 90" BEND r Fs N09E 74.0 5.5 1 IST. / 11/ r rr �" r 14 rf 4 _ , . T 14795-2 `~` , f �,t � i U� _ �® _ 69.99 . JOIN EXIS77NG WATERLINE SHALL BE INSTALLED WITH 36 1" WATrRLINE 7 COVER.N09"08 10 so E T D ____ CK C L 1 COLO IN,N CLEANOUT 0 FG -_ 4� e =°BEND � S \ X22 C i 1"-11.25 181.99, 1 U / , / C5 / / �, CLEANQd,,T 61.431, ` ! 62.9 FL REMOVE PLUG `. -.,,\ 1 ��Jt t A TER � 1 .1t� � � DESCRIPTION OF REVISION DATE APPROVED TRACT 14795-2 t � ,. V .3 C < 0.0100 � \ C TRACTOR TO VER INVERT \\ CLEANOUT l 1460.55 INV. �✓ C ON UCTION. r 67.7 FL\ t eNUC A I T\T/ F R A M "A OLIVE GROVE PARK RANCHO SUMMIT P MLTE i . wa 9 H0.14*MlDM NYMB 4 k ...''mays V « a CITY ENGINEER RCE NO. 24953 _ �" DESIGNED BY. RECOMMENDED. hs «� • f BCW « ---------------- . ., DRAWN BY: 15Q Paulariho Ave.,, SHEET ' UN4a 1OF 33 Costa Mesa, CHECKED By.. DRAWING NO. BC Associates California 92626 Landscape Architecture (714}434-9903 (714)434-9109FAX .. MOM r wW ' - WE AMEN1TYISYMBOLS C"Tm="4 NOM NMI L ALL DIMENSIONS ARE TAKEN FROM CAPS I=ACE, BULDING FACE Pii PICNIC, TABLE AV NCS, UNLESS oTHEF�, M NO Ido TED ON qty♦ THE DIMENSIONS ARE SH0WN FOR APPROXIMATE LINE AND ALL RADII CJAWS AND WrTER PER ASI-CASC CIVIL. STREET EOQ'GRLL AND CURVES ARE TO 144VE CONTINUOUS AND SMOOTH TRAKS N IMPROVtHENt PLANS - N1C, U-2 FURNISH AND INSTALL DECOMPOSED GRANITE WITHOUT ABRUPT CHANGES OR ®} 411 - 11C ♦T NT MODEL No: 2oo-x f INSTALLATION T N P T iffOVEN&TWAZ -AEI-CASCTr T TT ri ♦Y T ( V C }NT NOTICE), ♦ � T j3 SHEET L_ LOCATIONEWASC PLANS ON 1000"%, o0l -OR: PAINTED BLACK E5 PARK BENCH 3' CONTRACTOR SHALL VERIFY TPLIRNISH AND INSTALL121° DEPTH PLAYGROUND SAND, AVALABLEFROM: CONSTRUCTION ANDSHALL , INCURRED. PACFC DESIGN CONCEPTS CONCRETE TREE HEADM ♦ By OGLESY NORTON SAND, CONCREM HEAMR 4,ff CONTRACTOR INSTALLON TT Y SHEET- LOCATION HUNTINGTON BEACH CA Wtv47 (7 14) ( ) 846-3485 soll " T „ T ♦ ING OVER S, EXPANSION JOINTS E44ALL BE PRomm WHERE coNcRm T • CE AVAILABLE FROM: FURNISH AND CENTURY D BEAMS rT T rSTAIRS, r ( ) !AND ANY P EXISTING Y - COORDINATE THICKNESS T s WITH MANUFACTURER TINSTALLPICNIC T T T IMPREGNATED 1=15W ALL SEE DETAL-K-LT T T 1: ASPHALT T Y T TT U DATIONS OR E><pANSION HORSE WATSRERT T 1 APPROVED ARcHnE CUANTrry rT SHEET PER DETAL l POST r T T TCREMHEADER TO BE LIGHT BROOM FINW, AVAILABLE FROM: to Q-9 NATURALCONCREEM 11"ISTALL PER DETAIL-E, SHEET. . . FURNISH AND INSTALL PERFORATM DRAIN PIPE UNDER ALL ' o r P P.O,r N T T TQT INSTT 741 W. Y VIINSPECTOR, coNcpZM • T VOC ( ) (SOS) 7 7- T LOCATION,SITE CONDMION.S BEFORE T NDITIONS AND V.1411, STARTING T® 11 THICK RETE Cry INSPECTOR SHALL BE NoTmo I Y YLK ti INSTALLFURNISH AND now TLL T ,ANISH, AND INSTALL, BENCHES BY IRON MOUNTAIN FORG-d=- U11 ' T DETAL 1/ 1 PECOMMENDAT : ! r T SIMLAR411 THICK TO THE DETAILS FOR THE T T : • REIDWOOD CMOR: COLOR TO BE SELECTED BY CITY T . T CURB PER BACK 4 T i RESPONSEILITY OF: THE CONTRACTOR.Y T ® r T • �OBSERVAT IT T T SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSpECTION or- DESIGNCONCEPTS ( 7 CONSTRUCTION METHODS AND sAwy cosibrrms AT THE wowsm. Q,4)CONSTRUCT CONCRETE PICNIC FmAr> PER P.O. BOX Iws THESE VISITS SHALL NOT BE C4:�NSTVaM AS CONTINUOjS AND MALED OSTAL-Q-EA-j:L SHEET j.,-& HUNTINGTON BEACH, CA w"7 le� .� �' i♦! INSPECTIONS AALL BE cotoucTm TPV ( ) (71 4) HORSE WATERER PER MAL-tt, SHEET TY Y QUANTITY: !L NT T RETE T POLE FOOTING T T V • - , L T / INNOVATIVE TYPI FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OUNM QUANTITY:a 40000 BEAR CREEK FRO, LANDSCAPE ARcHrmcT/aTY iN,*f*ErTORANp THE APPLICABLE GOvEpNING 4jo AL11l al COLOR. NATURAL C4LOR SPRINGVILLE, CA c43265 (%9) ( ) BUILDING PERMITS SHALL BE OBTAINED By THE OWNM OR CONTRACTOR FURNISH AND INSTALL TOT LOT By LANDSC DURA ART STOI�E ALL ELEMENTS OF T i 11010 T 1 4 13. WHERE WATERPRoor-w-a is INDICATED ON THE PLANS OR DETALS FOR SHEET-L-&- INSTALL PER mmur-AmpzRes RECOMMENDATIONS FONTANA CA W337 CAJANTITY:.a A-7 RETANING WALLS, PLANTER WALLS, FLASH WALj_S OR ANY OTHER VERTICAL AVALAME FROM: VOC (W�) 350-WOO r-AX (WS) 350-W.32 COLOR: To BE SELECTED By crry `�`, T T RECREATION INC,AND AN APPROVED WATER PROOFING COMP ,,� ®® T 2 PBRISTOL, r COMPLEMENTSPERPACFIC SITE CA wio6o __j NMLPORT ® CONTACT: GREGG ROGERS V ( ) %3-soga FAX 634% ew-sov f ��1 � or T IONS NOTE: � .7 ` TPROVIDE T COLORS FOR WOOp, ISLOCK, ETC, tOGIP0T' 2OOI-P5LK T T ENTRYREPRESENTATIVE,ORNS PLEASE CONTACT CHRIS GLLI (Wq -n,2-2612) W1 THE SAMPLES FOR APPROVAL, PROVIDE CITY OF RANCHO CUCAMONG;A PRIOR To r ZZ f qA#rr W, f � / PA 1 ® ® VA 4 TYPI 1.2 TYP ♦ ® 4,7 v � ^�.*-°"",".•^...... r�<3*se .J�,S.c.f L��t kk.. x r 1�'ti1 y�.Y .'y�+?dµ��r y�.. I J3-1�.,.„� ""*..•,.. + `� pp� r G 3S� �U�i5x L�\`<j 9 F „-S y y� a�t r�'Ja'x`p,i•.y-eyy).r`'F._4X Lk.. ® TYP ~`• r0"+ ..,„,„,,,.,,„ - "^a."•.4`•y. •! _ r �r�l'�r�'``mr<rai.`(c>rAn� rtsy!v�.''T-�hi k�-�Y:�+&�1�wY5 s$Z� ' ♦ "�. REMR TO MT* i ` o F,, t'!�nc�-•. c .3; �.m�P - r�. r��x.. 4t'3>{� ,r',• 3,`S'- ''s+::r t i `n 5. �,sS�'r Ss"'c�1., >. �•' N y t ren. ;£r i s' 1 ray, ,, s '� i,, � rr �s r cPA q L-45 " ,� � ?;, e szY•fiwG cv�{�t z z v � r it' a Y 4°+v t C 4 �("' F F •r+1V � 3 5 f� t4" t`�?�•`�lt � f' %� �r '��.( C r �a i -sr r,!, „p/r 5 t1 3i .•i'•• , CONSTRUCTION P�,� - a. `7s` j�r (,�, s 's � ��.a-✓)ry�r' �.�-�`� �'r v r<J 9 'O �y Jti 1' ( ( "$ �' f Z ''✓k;f 1 l...t 3 L' 1 7 / s ,,nA � `i � � t'�yk Fl�w .l 4�7, ��jr�`F'a � (.=C i-. •�N � 13` L' �T( P r p a t1� •+l s , �'a1 , ,yt'fT �'- t r1.r 'r c�`ri -..t 4, e^ !�'+ 9"� •'f .o `')' �'f' 3.. "n!e" .t` )t ..r�f "r tri>S�zC 0. . P r'a, 'y\ � ' •!t ��ir?�'�sy,tir>r-c.' `r n�x � � ;,ai a'i '3�'� f. k� +,` - `� • ^i, _ a �} s.Z'� U tx:. .,, r tiffs{5 3,F a y rq�'t TYPI IN PA �\ ' � �' P. 2t' k�`,i,x� :>�r , ckfre sr.3i; r ti � s�ri`�'. � ! r ��L .,+ A, st+yN �'+� s F�'�K'bi ti sir ss,;�� '�� i ''`'f t '�"X355 4�� t �'i� �G ra:L• Ste.a -.S�S�, PA 10A W .y.nrprw f n�•x%aq '%i`t� ky � { ,t �`'s _ �^ cs s�� )�s]..52�ick3 ;f:� s•yT�' r,Fia WALK M( '® THICK CONCRETE 4 '4 �4'► �, ,.'�/ " aa�:- vrt Y'J :x r,^-�• ot 't �r ' FA 95ACK OF CURB REMRN PA ry � � zrxls '`ryc'•t F �!�r 'a1 ��rr��N l.,cr:g ,t ♦ ♦ ♦ �� t'CLyt f' c�+_a�� "ti cG�..`,hr� CFh .1?,.5> t� ,A,K,..it s 't P®rJ -..Y/.tp ,'S - i o® �`F,' �' 'Y3 .. r 52�'fi�L4t h) �.�<�,_ `�,� r> +,:., ♦ /A „'/',{ r,, s4?st`.L,�' , :ice'."fz.- Vis'; > -iF ,f i f< �� kq kt,�. �w t. 4 , s F t'�T;r, '-,�,r,xrt� ��.7 ROM, FACEE OF I '} fwti` h:fY�}, Ys d•rY,�i Yt,y !. �.rr wo 4 or i y�'�Lf:: -®'^ tea' �t6 t fes',r�,k R.4`r"„'8 ,�.�€ S./ZZ✓ 6 W-2" ' i -��'�%:: tS� + � K i _ S•"\4��, Kai .fir f i•�.` �O .f SiiC,�x,1 s�L C��.�C f C. o® �•°4 y E y�.Y�YY 9 Ay. V +rk �r v<.' I � o"'�^ ..t �,.�c.,� o• l',�r�� { ..t � y i w 7;';;R�`t��'yr I ®4 FACE OF: CURB ♦ r ♦ ?.r•',�iN� { „ s ,> , R ;..urr TYPP• F,O,UJ, FACEE OF: WALL -s',.'��.N-t�I �t, -�i +c ,�.,. r � w .)rl�� p` r,.,,T 4 a `'fin'rs1 �7' iY'tF;��2y s ray trr � rgs�� . r 4 CENTERLNE 10 4,14 r F'ROPERTY LINE - 7� K 4��T��L ,h ♦i /� �T, DESG'I�iF'TlC?N OF REVISION DATE corp �� lLJ i r' EQ .irP.� f: _ ly' 3 y35 r r` !fi P7 P 4 _ 3 �+h, f ', �� l APPROVED PO4 PLANTING Af;MA 3.2 . T TYP♦ TYPICAL Typ. PA4,9 PA , 410 *4TYPi ALIGN `® • r i ♦ VERFY r I TY 0%F R A '-%H '0� Af�U 0—% A M I t—N A START POW OF U UA UINUA DII-ENSION j.apxr-�F•s3'j yu34'''S=Fi.s{'1:�t}(n�F,ttC1rav l1�$tt,a4zLia h ktr,L�-r e<r sFow,_a�,{a-e.tt�gs�ti`r4Y�v��`�e.z'S��w�S r�}rz,%A,�ruF;tc'rfq�>v,t''r f l�`Es FK:tF>sf'r�r5'�...5'zY;.Ft��f4-t,.��'+�sr5h�,ia�s+.,c�6t-rom'?✓a�aM`.}s.��t`c�a�hm'xnc r(�xS�Xrv�?�>sX�qari y{�f�Li��rr�FrSj�r�r,a-_FiL,?ds�r� RANCHO SUM -,..,. r .. 1 — OLIVE GROVE PARK a4', s� 7 r � Rg CONSTRUCTION PLAN .. {rx4a ts7+�`, 4k{Xr}gid•k`=t� r7..��..c,.r,L(r.,c?)d'�'r�\h'.✓�v`A`�;!z"�,��,�,tIr.��r k tyiyt.a`��.Y-rMSY�k t ? ..._,E3_ -�H rsi�^-''rc>^+pyvtkt�uf'�t}'h`i;jkft�.•t>'.�?•X?�KZT '�y�y,'.''yf�asri+c-_r.�•c ^�.,.`""^.-...,....„,,,,, • ` 4ti •y ; AIN i `e.•--........,......,.--- r `fk'iLw ij.`l!�i✓f�'`��rr kuhi�.c,✓tt``3rJ s.rx��,�} x,ai>'f� iP..�snh,�. f�i5,/?., .y?.�sys� Jv. .. - .^�..."`..,^,........ � PA tS�.•r.'.,r �2 tt"ry7 {"k' srh>C-y r�' 'fir�.r'ra #�r� s '�..y'�'4 4 FtrL'�/r:2,, r ftixss'xi Ter >24 4'-�i ``�'LL^'.t fi(,'�• 11 Sy^ �•,v� ,{aCL$srr t r! rfr t K.0<`54' (.Y'F v n12�,s,r .,,...^.....,.,,, �,,,,..�^•. �,f��-B-.IE' ,,.v�,f "� k- ".E�i5 „c�e L �f cx' >n F �'C si •, • . r#, �� -y"s:�r�>�yr,.�a_Ji.) ..x 4 � r� h��-`�"i,�•vtty'3yYr'• +� By TypZs� r2 6Yv a Approved ;%�1 ryF{zJa cZ� ��43Y S r .7ri o _ti+' _........ ♦ rP CITY ENGINEER MA ....„.,„�, see --"..",.,:^^-•.-.,.w,,.».,.,,�.-.�,,.•,,..,�, , w DESIGNED BY: fz RECOMMENDED: SIDEWALK DIMENSION AT LIGHT FOLE/ TYFICAL All DRAWN er. 15(}Paularino Ave., SHEET IMIMMID Suite 166, F 33 SCAMCHECKED BY.• Carta ea, 111,1111,110111 Emil DRAWING NO. ® AssociatesCalifornia9262 t•ndre•ps Arcbtt•ct�r• (714)434-9803 (714)434-9109FAX T r H ( S Milli' Milli j+f O f 4r ,.S rsarBAcK Q-9• • ♦ "*RO PLANS NL b lO • f-0-1 TRASH coNTAINER Ao"wl%kt tt • • • Q9 BUILDER WALL MY OTHERS - NLLC. • • • r-ACE Or- CURB (E) ORNKING FMNTAIN WALL COLOR FACING PARK SHALL W SELEctm my crry ® • PARK BENCW 30 f " CENTERLINE P CONCRETE ` -- PROPERTY• LCONCRETE HEAT T ♦ INSTALL __. w;r If HIGH EWESTRIAN --- TO 8E LIGHT pRoom mmsw, NATuRAL 41A R FENCE U-2 RADUS 114ICKENED CONCFFZM INSTALL PER PETAL j;;_� SHEET_L,* rylo, rTr[C:AL HITCHING POST CURI 8" THICK REINFORCED WNCRETIESOMALK •7 x �r . rALIGN W START POINT F Q WATERER 411 THICK REINF,0RC:M7 �1�lr�R 3tt� l..K DMSI LIGHTCONCRETE POLE FOOTING5 PER MTAL 1-f,I CATC44 BASIN PER , LLARD MTAL ON SHEET L:f2 } " DEPTH r U.2 11 11 T T ♦ T o cry .. STANDARM, REFER T AvALASLE FROM, GAL MATERIALS (wq) 27s-ices, i • 1 FURNISH T MANUFACURERRECOMMENDATIONS. T HIS SHEET MOM NO: 3SO AVAILABLE HAM®y PHONE: LANE,W55 KLEPPE e t Nv 1 ( ) ( ) 359-7424 U-yo INSTALL ""mow S A E NTSI VAACT TO NoTI 45 n 11 CON PEDESTAL MOUNTING ES FOR 1/2" ANCHOR BOLTS mmm.. 5 [127 1 2X TO U PEDESTAL 60 TEMPLATE 4X CON E SLABCUT—AWAY MEW ACCESS PLATE VALVE INLET SEE DETAIL A 146,5 r r 3/8" TUBING,' l Y S) '67 _ 1�3' ®® SCREWDRIVER STOP 33�7tri I i 1 1 F>25t.6tL 275 . I i 362 a 1 � Y ERS) 0 mrn L. SIB FAUCET OSE i (OPTIONAL) (OPTIONAL) �® t t I Ile-1 UNC % (OPTIONAL) � T BOLTS4X 1/2 IPS INLET (SU LIED} 203 r r tl �. MOUNTING 311 4" DETAIL 7s4r1, � dft 1?� i- 11 7 1 H LOCK 432m 1 3fS" FIAT OPTIONAL TILE ® SEE BIB DETAIL BRACKET 101 (OPTIONAL) ,® fBOLTS t % E / —16X1AELAI 42--1 2 �.r r 11 r RCCO S PVED a I I HEX H A ACK T 1t154nn 1 s CLARITY. t DETAILtt. .w I I (TO SPOUT TYP®` e 1-1 f2� SLIP' PVC 0.1 " OUTLET) SCREWDRIVER TOP I I " ( OTHERS) I ! 902mm RECESSED I 40 i 1016mm 1 11 1 1 —1 2„ I t NAS Y EI'{S) TO SPOUT OU T) ALCACES I .® -., 724 i i I 27" i ff I III -MOUNTING PLA 686mm I •1 > r r-at n 1/2"--13 u C I ii say SSI CONCRETE E ANCHORS i I C 4 FINISHED ADE ° 9 201.j 38 1 11 ��t A � � AFI � � " a a 6 a A 4 4 ®7 I i 152 A 1/2" IPS SUPPLY ( Y OTHERS) MIN. a 14 m 7 I 11 INFO FAX : 1-888—FAX--NA (1-888-329-4.297 • NOTES: 1 5 Xt a . , Sparks NY, 89431 Phone: 77 V4712 Fay 775-359-7424 $ r t t stows A each we CH-34011 8urgdorf ltzedand "" 1• T 74 K 74OPERATIONMAINTENANCE MANUAL Hews Mfg P a Ltd 7 Sung*)Kodut Loop Singapore 729531 'l a—moll: Fine owsco.c w stte: www.howsco.com US Aiti! A INSTALLATION/MAINTENANCE INSTRUCTIONS. P rWO 0 7070DRAW""Umem.0 • INFO FAX 231 ta324A00 4` t �- co TYPI 27 , • 1 w 0 i °s • r FCAG,�® • DESCRIPTION OF REVISION DATE CITY APPROVED %% 4,7 �t rte. .._. I T F R A N U_%H 0 t-%U 'O'%A' A N e-%A % RANCHO SUMMIT CONSTRUCTION PLAN % MLTE HOMS/DEL WMB Approved a o007 CRY I RCE . DESIGNED BY. RECOMMENDED: ----------------- DRAWN BY. SHEET 1 ulario Ave., SuiteMWOND 160, F 33 CHECKED BY. Costa Mesa, DRAWING NO.Bc Associates liforni Landscape Architecture (714)434-9603 (714)434-9109FAX MEN'mimil mmommmmmm 11 fill MINIM 11111110 ....Oso ♦ FAVNG — SM,CONST, PLAN f tV t 11 t 1 TOOLED ®° = (,) 40. i f • . . . o 1777 . o ® . On a , COMPACTIED EXPANSION JoINT SUBGF RADE f � I.I. a- FLU F.S. N H - 1/ IU / \\X\/' �I IH N \® ) I T e X f' , 4 ,\ MIN. TO ® / _1' IN LAWN, (INSTALL AT GRADE LEVEL AT SWALE r SM CONST, PLAN .-2" P PERFORATED SU5DRAIN 9r OR fb I ON r t CUT SCORE JO SEE NOTE FZ'sI I H GRADINGTOP OF SAND PERPLAN . • • L BASE • o.. o :�.:.:�.::.... 0. o o .4. .a.o• o tr ° II RIAL I BASE MATERIAL PER MANUF. RECOMMENDATIONS .\`\ \\\%�`\�'\\�\\ :'\\,% /` ;,�' ,/ ►, iii i i I iii I I I� THICKNESS VARIESiSEE SECTION 'AA5OVE MONOLITHICALLY `30910, (:;OMPACTW ' Irr .4oadlll ♦ � � ! RE—BAR TI NOTE. SUEIGRAMSCAL T, f I I III I f f— U L I I T T - I I . N. ' WITH THICKENED EDGE TOTLOT CURB 1. EXPANS ON JOINTS 6 ' OZ. MAX, IN WALKS NOTES: ORAS NOTED PEER PLAN, F LESS THAN 301I 1.�� I 1 " ♦ I I ♦ 1- CUR C I AND I N JOINTS TO.C.CONST. NTO CURB) ALSO SM GENERAL 3/ EXPANSION JOINT 0'—o" ® . 4 b . / WRAPPED IN PAPER SLEEVE ONE ENE) 2. 8" WIDE CONCRETE HEADER BETWEEN CITY—MAINTAINED TURF AND 2- WEAKENED PLANE JOINTS Q 5' O.C. MAX OR GROUND COVER AREAS AND BETWEEN CITY—MAINTAINED TURF AND 25t AS N01ED FSR PLAN. JoINTS To Be 4. o >y PRIVATELY— i I r OTHERWISE WIDE. \ .. • • • ' • /;/,r�/,,�///\i,,`//�\,//\i/\i,,\i,.\\//`\\//\\,% . . : r, 1/211 01� W1 -1/411 BULL NOSE EVC-ES, 3. CONCRETE TO BE 520—C-2500 MIN. \ o, \/ / ADJACENT TOT LOT CURB WITH THICKENED 3.1 EXPI JOINTS TO BE ASP14ALT MPR . \ \ \ \ \ \ \ FELT PSRE WITH 5. DO NOT USE WOOD FORMS. , It ,�\j\,� \ ,\\,\. THIS SHEET COLOREED URETHANE \ \ JOINT SEALM COLOR To MATC44 ® 215<411 ® .CONT. , ♦ CONC, THICKNESS., STRENGTH, COLORELEVATION tt KEYWAY CONT FIN. AND FMINFORCEMENT PER CONST, PLAN E ,t , NOTES AND ! 11 >'-011 I , DRAINLINE Exf=AN%U0'.0_"�' ION JOINTS mmmwmmwmmmi CONCFZEETE HEAL"00**)`tw—;7f;R C ITY�STD., 53 OEM N'G rr THICK GRANITE I tt REL. SU5GRADE TOP OF SAND PER ♦ MAX , GRADING JTS 20'-0" TOP OP RUMeMIZM SURFACE OR CONCRETE HEADER, REF=ER To ® MAX RESSAND AS CCCURS ILIENT I 1/211 MLLNOEE DETAILREEFERTO I DETAIL TOP OF SANE) ADJ. TURF .4FILTER FABRIC 'eURRITO' WRAPPED 11 TURF ADJACENT OR PLANTING AREA AROUND DRAIN ROCK 1/2 EULLNOSE -. 0 RE ♦ •°. " " SLOPE SUBGRADE 2% MIN, TOWARD EXF, JOINT ., 290 .. PERFORATED PIPE 4 OR r r —SECTION NOTE* 8 As OCCURS It it-oil Q ,j.j. CONTRACTOR SHALL EXCAVATE / VL o DEPTH AND / a 4 \MINIMUMrPiFE \ I .CONSTRUCT DECOMPOSED ` 4" 0 SDR 35 PERFORATED PIPE WITH CONCRETE CURB GRANITE AREA. ING PLAN F ILTER SOCK; SLOPE 596' MIN, PER REFER TO DETAIL L SHEET L.-8 G 1811 BEND S O-C. WITH THICKENED EDGE �\X X/\ \ \ \ �\ 11 NATIVE SOIL) \\ \\ ',o ,\\FOR ADDITIONAL D,G, SURFACE '309'a' RELZOMPACTED ,\\�\\�,'` �\ BOTTOM AND ONE C I CONSTRUCTION NOTES V- 2.OSUBGRADE REBAR CONT. TOP 4 SECTION 29,6' MIN, SU5GRADE !1 rt 11 SECTIONSLOPEADJ, I / REL, COMPACTED OZ. AND 5'_o11 SCALE CT1ON 0 1URF AREA CONDITION 3/a 'Z><FAN,5ION JOINTS EvMy ' SUBGRADE 1-0 1 ®1 1 , DEC:OMPOSED GFRAN ITE mlMEMONVOMMMON LO) 1111111111FERFORATED DfR/4 IN' A TOT LOT CURB NATURAL CONCRETE COLOR, 1 r' LIGHTII LIGHTI 1rt 1 rr I 1/4" TOOLED EDGE -� . 211 CLR IN d • •q ICLFOAM EJ, W1 SEALER TO MATCH �.b o . . � w .Q \,�,�\\, \ ,\\ q• n 5BQ. UNIT, REFER TO DETAIL _L SHEET L-7 SECTION REFER TO % COMPACTED SUB GRADE, L% -cor DETAILS00/6 COMPACTED SHEET �^' I SCALE I11 t 11 1CONCRETE WALKt CONCRETE PAD OR DESCRIPTION OF REVISION DATE_ CITY A ® LIGHT SECTION* I=pRavED BROOM FINISH � tt� t ttSIDEWALK SCORE I ♦ SCALE ♦ DWG, NO 103 DIMENSION I t° NOTE: CONSTRUCTION , CITY OF RANCHO CUCAMONGA tr ® tt CLR I N GROUNDCOVER AREAS, REFER TO CONSTRUCTION PLAN, SHEET L-4 FOR < CLR IN TURF AREAS, NOTE: FINISH EQUIPMENT SP °_E: 1/41LI1_011 ` 4r . 'ELEVATION (FRONT) ECIFICATIONS, . r . c WWM` MID SLAB CONSTRUCTION DETAILS t tmr ® ♦ , GEOTECHNICALCOMPACTED SU 5 GRADE FIER REFER TO DETAL __H PMTEH0WS/DELWMB 03 CONTO 1 .11 I ° SIDEWALKUCT I t Approved SECTION - ENGINEER ° DESIGNED BY. RECOMMENDED: SCALE: I11 9t 11 BOW DATE .0WAZ t DRAWN BY.f C IN Co FAL0011 ------mm_-• 150 Paularino Ave., SHEET JD --'AV ING/WALr**11,. mom Suite 160, OF 33 MEN CHECKED BY. Costa Mesa, DRAWING Na. associates California 92626 Landscape Architecture (714)434.9803 (714)434.9109FAX 1® tt CONCRETE MONUMENT N W! Rscmam LVGTER's GROUTrPX8XYP CMU FILL. ALL ® CELLSW BATTER 1 A 2411 . 11 n W _ = T. IN . - AS SHOWN EER 1 - - T. 1403 OF UBC 8XSX16 M GROUT FILL ALL CELLS W 16 " 04 HORZ IRIMART T X T r LEGEND OWN CELLSW 1, SLUMP BLocKMASONRY W - SEE PETAL L THIS 2. i MSA T W WITH N (12" LONG) INTO MASONRY/ �f I f=`= — — } Lo A T . BEAMSWALL 3. &XIO 545 GRA5 H WAY - .I I III l I I=11CONCRETE FOOTINGS BOLT 6 E404 BEAM WITH SIMPSON HL53 ANGLE PAINT T MAT . ° 4. 4x4 s4s TRELus mmwems - wuAL SPACE 6 +/-12" . —�o�—cif �II=Iii �' T M WITH wall x 7" LONG I L_T , WITH T WASHERS, PO NOT COUN'MR.SINK BOLTS. WALL SHALL BE BATTERED - 3/8" CHAMMRQ ALL ENM. 142 2XIO 64S WOOD MEMBER N TRASH ENCLOSUREY 4 ION: LT TO BEAM WITH SIMPSON HL33 ANGLE BRACKET EACH SIDE ! 1 COLORBRACKET TO MATCH COLORTO BE OLD GUAKER1 Y T s i N Y 1110 1t 1 / 11 No A Mrs GGGG. P"ARK NIA 1. SLUMP BLOCK MASONRY WALL - SEE PETAL L THIS SHEET, N\1 CITY OF RANCHO AMONG 411 STEEL T - MD CAP AND GRIND SMOOTH. T 3. 22 GA. CORRUGATED METAL, PECKING; (MM I " oEEP Res) 4, (3) ) — 11 n STANLEY W TO POST AND GATE MAM 0 5, 14" °1 BAR STOCK . gn ) 11 GALvANmm STEEL STANLEY01006 CAW BOLTSPADLOCK. 7. FINISSH GRAM 8, CONCRETE SLAB WITH, DEEPENED FOOTI�* T DROF CANES, 9. ro" PEEP -j" GRAVEL FOR PRAX4GE, . PANT SHALL BE OLD MAKER 1 T r\ \ \ \ \ \ \ \ 41 POURED IN PLACE CAONCRETE MONUMENT 9 LOCA_ RNOIER COMMLE SIGN W1 RECS6SqF LETTERS. 4 MAXIMUM WA.PEIR SIZE Is Is" 1 IER, LETTERS T AND IT ROMANO BE IMES NW GREEN17 or- LARGER Bouxeft OVER I rr rj ,�` �j /,r;� 9p DIAMETER WALL W/ NATURAL - PARK SHALL BE TO BE IN BOTTOM HALF Or NAME or SPECIFICATIONS. GROUT, RSFER T M . TYP. TWICKNESS „ _ I,MEN t T"mom"A�S-"" H ENL.,oLU5Ut`RE C0:"sATE5'0" F"-mwo'A"Rw, oo 1,,o 0 3m GNA C 0:0;E e t, 2 41 ( 3 HL-53 AW.AE EA SIDE ••' �.' t /(2) °t °. • �PNDS JC TO EMAM BELOW. •� Yp 1 2 12 3 . W a . n —i a x POST " q F o, 6XIOx asIO . • • . • . • . . . . • • • • . • ! • / TCAP cw4 • F 'F x • . • . • . • • • • • r . • . i • • SPEC. GITY DESCRIPTION OF REvrsiaN DATE APPROVED GR=SMV ALL Calh • • o o WRAP POST WHERE IT PENETRATES yl fl • • • o a o • aa o o ! • P« » • • ••or••••»•a •o•s• e••••a»s P • s • • s tl • • • • » • a o • • or • wo ! • • eT e • • • r • • • • ♦ j24" . • i ! » • ! P0 • 0 • • • • • » • • • AT Bt w • a • s • w • • OO • O•• FINISH REET t . • • •o• •o•••••w o a• » •a•••• a• a o o•w•••o•• ro>* w4cFQETE mow CUMING INTEGRAL TO PAVINGWIT11-4 04 CONT, ` » o • • o a •.o • • • o o • o • • • • P • » • o o • P • �— 1° gt1 16" 1 • w • o • s » • • e • o • o » • • • w • a • • s • • :4 a o e o 4 e 4, 6 A, -4 A I TT OF RAIN Ue-"H 0� Ue-"U u-* A M 0� N ue" A CAONCFEM SLAB UAY AT CDOER OF SLAD OVM 2"CA.ASS 11 7\77 Fxz BASE OVER MOISTURE 00t01Tk;NW V0GRAM 01" —9 1 ?x /�x a L6 PER IC.4L, FREPORT REC0MMR-VATK)1,,JIS \ ..b** .�A ' X 3/8p 9 x 10 REBAR ROD RANCHO SUMMIT OLIVE GROVE PARK _C4 COMPACTED AGGREGATE LEGEND 04 LOWS CONT,TOP 4 13TTIM, 4 4 COMSTRm CTION DETAILS --\� O.C.E404 ECRM FOMM I Ails211418 SHEET. / / REL, COMP A COMPACrED SUB GRADE 2, 1 Il_ 11 SLUMP BLOCK ORCO BLOCK OR EMAL SU5GRADE PULTE HOAMADEL WEBB .- \'' \\i�� AIL. L THIS . / / / r' SCALE In'6111-011 \\ 3, &'�K6"C4*4C:RETE BUMPER CIIAFS- TRASH, SIDE ONLY _'AIS L.THIS . Approved :_ B 4, 11 THICK HEAVY BROOM FIN I°® CITY ENGINEER • 24953 PETALPER ADjACEW CURIB, SW CIVIL. 1 . DESIGNED BY. " M 1=N •,��a �.... DATE: RECOMMENDED: PER AIL SECTION N - AIL THIS . 1/ �' ,��t^a SHEET L& " DRAWN BY: .. 150 Paularino Ave., SHEET Suite 160, L-7 OF 33 Costa esa, i CHECKED BY. DRAWING NO. N N UtUMt.��- Coo L-&� 1q< t"-" AN YTw--'A^ H E- IGL WALL r%%% T'RA5H EN"L U"w"'S ""NL i 1 A s s o c i a t e s California 92626 Land®cape AtchftfCtnP• (7/4)43403 (714)434-9109 FAX CENERAL (.."UNSTRUU11UN N01TES'e • • GENERAL 1.VERTICAL GRADE:The following grades shall be observed: 7.FLOOD and DRAINAGE CHANNEL CROSSING:Where trail must cross existing or proposed drainage channels,the continuity of the trail shall be maintained y the ASONRY Cf•-5%optimum construction of an appropriate ¢ crossing such as bridge,ramp way, culvert etc.Wood 1• All construction and workmanship shall conform to the latest LIGHT'� 1Qfo maximum for distances over 804 t " " feet. or transverse medium broom finish concrete shall be used to prevent slipping(no metal edition of the Standard Specifications for Public Works 1. All masonry shall be reinforced grouted masonry (fm = 1500 psi p � 15°!p maximum for distances limited to 5DQ feet or less.° surfaces permitted}.Natural streambed crossings should be telt as natural as possible. Construction. All buildings and structures shall conform to the psi used .half stresses in design, unless noted otherwise an plans 20°re maximum permitted only In extreme cases and ;.,art 1997 Uniform BuildingCode• and details.) Y ` Grout solid all cells which contain rebar, bolts, etc. distances under I00 feet,and only in cases where no t?hicte .TRAIL ENTRANCE:Trail entrances shall be designed to provide for equestrian, 2. Grout solid all cells below grade. See UBC 2105 for quality A3/4 it ri access is to be expected. 9 P These notes shall be used in conjunction with the plans.and assurance requirements• p pedestrian/hiking use and shaft discourage motor vehicle and motorcycle access,except '� ® Local Feeder Trails shall provide one or more means of unobstructed vehicular access any descrepancie shall be brought to the attention of the •CROSS SECTION: fo optimum,6!a maximum in approved location only. for service vehicles.Access locations subject to approval by the Trails Advisory Landscape Architect and City Inspector. 2. Mortar shot! b Type "S" mixed !n the proportion of 1 part rr � . r ® Committee.Refer to standard drawings for barrieis and signs.Where there is no • Portland Cement to 1/2 to 1/4 ports lime putty to 2 1/ to 3. DRAINAGE;1Nhere trail gradient exceeds 4%,water bars,splash curbs or other barrier,the trail should be posted. 3• Contractor must check all dimensions, framing conditions diversions devices m,ay and site conditions before starting work. Architect/ r times the sum of the cement plus lime putty parts of sand• rya es rr) y be required.Location of drainage devices to be reviewed 1 C11 TOOL OR CHAMFER and approved by the Trails Advisory Committee.Decomposed granite stabilizer 10.CONCRETE APRONS:For drive approaches at trail entrances or at drainage crossings, Engineer shall be notified immediately of any discrepancies 3• Grout shall attain a minimum compressive strength of 2000 shall be used.Stabilizer snail be from 't concrete r " " Gar Materials,inc.or approved equal. aprons shall be transverse medium broom finish. or possible deficiencies. psi and shall b mixed. in proportions of 1 part Portland '�" C i .SIDE SLOPE CUTS and FILL:2:1 maximum; ° 11.CONCRETE HEADER:Concrete header shall be 6 Inch per Cit Cement to 1,/101 part Ilene putty to 2 to parts sand to a ``� 2/o maximum between curb and trail. p City Standard between trail and 4. Conditions not specifically shown shall be constructed maximum of parts gravel. All rout shelf be vibrated. S:1 max.turf&8:1 max.shrubs/ground cover behind trail.Occasional slope all other abutments. similar to the details far the respective materials• g �- variations will be considered on a case by case basis and will require approval 4. Aggregates for mortar and grout shall be natural sand and by the City Engineer. 12•SPECIAL NOTES:Most Regional Trails follow existing car planned flood control facilities ° constructed t 5. The drawings and specifications represent the finished rock conforming to ASTM C-144 (mortar) and C-404 (grout). b he San Bernardino no County Flood Control District and Army Corps of structure. All bracing, temporary supports, shoring, etc. .. ,.°.,: ., ° 5.SURFACING*Tr Trail ° Cement shall a Portland Cement conforming to AS C-150, a surface shad be stabilized decomposed granite with 4 inch minimum Engineers.Therefore,any construction within their rights-of-way requires review and is the safe responsibility of the contractor. C7bservvtion 5` . \ '" ° "! ( base.Remove racks and debris and grade surface smooth.Stabilized d.g.is available approval by those agencies and is subject to their standards and policies, visits to the job site by the Architect/Engineer do not Type t or ll, low alkali. \ :` from Gall Materials } �, �\ 4 \' rr �9U9 279�1t79S or approved equivalent.Stabilizer organic binder include inspection of construction ,''//'�/ �/' .:./�\/ �' I, i shall be incorporated with granite fines by the use of a pug mill to Insure proper ration 13.Landscape areas which would otherwise drain to troll shall be required to P procedures. The 6• All concrete block shall conform to C90, Grade N-1• ®_ \ \ ��\/ collect/dispose \ \ A of stabilizer to granite fines.For each 2"lift,evenly spread the material over the area of water through area drains. contractor is solely responsible far all construction ,�, t . methods and conditions at the worksite. These visits will 7. All reinforcement, bolts, etc• shall have a minimum rout ° grade and smooth.Thoroughly water entire area to ensure that the entire depth Is molst. not be construed as continuous and detailed inspections. g 11\ d �' (,j p coverage of 3/ • All brick shall have a minimum of 1/2" \�Z �\�``�,, Roll the area with fpCIU-3C7gQ lbs.of weight.Prior to use allow the finished surface sufficient time to dry.On the side to which the water drains,build up the compacted . Design, material, equipment, and products other than those grout space. 11 \// ° . ° : ,/ , t " n described below or indicated on the draw* may°be • `\�\\ \,. / { } d g. o a finished surface of 1/4 -1t2 above concrete curb,allowing the water to considered for use, provided prior approval rs obtained from . See the architectural drawings for a of units, laying `/ drain over concrete curt,)into adjacent planting area. the Landscape Architect, City inspector, and the applicable pattern and joint details. Unless specifically Shawn 4' 4' �,,\ rr it TIES ri s otherwise, all concrete block and brick shall be laid in �\�� TI it 6.CLEARANCE:All trees shall maintain a 10 foot minimum clearance.Adequate sight averring code authority. \ running bond. \\,\�/f,/\�r�/\ \� distance to be maintained at all intersections and drive approaches.Fence line shall FOUND ONS COMPACTED end 10 feet back of the B.C.R.or E.C.R.in 20 foot easements. in smaller easements, '3096" determination should be made se by case.Fence line shall end 5 feet back from • All rebar shall positively held into position prior to ryl 11 -the top f � " � ° 1• All existing fill sail and disturbed natural soils are to b aurin grout. All vertical foundation dowels shall be straightSECTION d p o the X at drive approaches.Adequate access to utrlties should be maintained. excavated and replaced with properly compacted fill. All and shall be positioned in center of block cells u.n•o on Fence line shaft end 2 feet to either side of fire hydrant and °I foot to either side of ® the details, additional bars shall a epoxied into footings, : 1/ ^ - any street light or utility pole. riling, backfilling, rco action, etc. is to be accomplished only under the supervision of a soils engineer. if needed, where minimum tolerance to cell all is not maintained or dowel is not positions correctly. 1 . All excavations are to be inspected and approved by a Soils Engineer prior to the placement of any concrete or '-O° O.C. reinforcing steel. EIF C Fl 3. Footings are to be carried a minimum of 18" into firm 1(2 01� Lf"'o F T Im " GPOundisturbed natural soil or aprav d compacted fill. 1. Reinforcing steel shall conform to A1 , Grade 40 for 1, sizes 4 and Grade 0 for sizes and larger. Maximum U M Lo�U NL:;--- 1,11111111,111M 11-111111 , ---- . 4• Design bearing pressure is 1800 sf with a ® increase for yield shall not exceed 1.3 times thatspecified. seismic or wind loading. LENDS TO E GE RED O P7 OSTS 5. Relatively non- xanive fill should a used in backfilling ° Weldingo reinforcingsteel shall conform to S 1 -1 6" C L __ __ y I using proper to hydrogen electrodes. All bars twelded behind walls• All ells shall a adequately shored urin shall confor to A70 • the backfill operation• 11 II • All excavations, grading, compaction, etc.�shall accomplished 11 ars in masonryshall b lapped a minimum 4 bar JL- JI_._ and performedin accordance with thesoils report as prepared diameters (2'-O" min.) for Grade 4 and 72 bar diameters by: Leighton n Associates - JO N0. 020005-001 (2'-6" in.) for rod 0 a l! splice unless noted otherwise. C NCE POST C MOUNTING CK DATED: JANUARY 2 0 EVERY POST.* GLUE The sails report is here a a part of these general notes Ii bars i concrete shall I !ni u of ar 11 ! eters (2'- " in.) for Grade 4 an r diameters 1 it • an all recommendations contained therein shall be considered , " ° 1 li asminimums. ( - min.) for rade all splice unless noted otherwise. 7 Splices horizontal. r r r IIs an footings shall be 5"X5" PVC POST 7• T Contractor t verify t t plans havebeen reviewed by the oilsEngineer prior o start of construction. staggered 4'-O" minimum. ® Dowels for walls an columns shall the some size an 2 VG L SON acin a theall/colo n reinforcingunless noted th er -is e° I R L RIBBED FOR ENG ° Unless noted otherwise, all concrete shall attain minimum R r 7• All ben in of reinforcing steel shall conform to the latest i C14 compressive strength of 2500 r g psi at a (restroom building edition o theUniformBuildingCode.foundation} • Aggregates shall natural sand and rock conformingto ST C3 All aggregate shall be /4" (i.e. 1" max.) T {L S E ou D ON TRAIL SIDE OF Po . Cement shall Portland Cement conforming to ASTM C-150, 11=1 ��i� _ �1 - -�II1= = r Type l or 11, low alkali. I I 1=1 11=1 111 11=1 i 1=1(I�{I I=1 i I==1 I Iii I I I I_i I I._I i i®- !I i` III=111=1 I Iii i-{I . i f 1=1 1=1 11=!I I(=1 i I=1111- 11={I I-I I i--I I i-{ {I I i i ISI I I-f i I�� I 1=1 i I-1 I I-1 I I- I i I- 4. a fallowing minimum clear distances between reinforcin -III=III ---i I I=1!{-I I ice{I{-I 11-111=1 11-P I 1®I I 4 I I-I I P {I I'I i I- I I�-1 11=1 I I=1 i1= -I I CQC I I I it i-i I �- 111=111=111 r-_,,111-I I IE 1 I I,,P 111=1!IEI I i . 1 I=111=111-111=1 i I I I I X111=f i I 1=I I i T ( T PER S , Q• 534° steel and face of concrete shall be maintained unless rated =III=11� I�I�T. _III-III--11 I I-=P 1-11 -I{;?,:,I I I�i i(-_I i®)P I I= FINISH GRADE otherwise: 1=111=11 111-_1 -'a l=I I i_ _III-111r;,I<<- --� -i I i I I� s° 11=1 11={11=1 11={P 1=�'' 'p �- f -, I i I- ' °° \. \ iii 11=1 I{=1 I I=!I I=1 i 1- - - it III ,I 11 i 11=I i I-'' '1`I I I HI I{-1 I I=1 I I_- �� I I_ ®i I T 1N11. Slabs on rade .•••4......•.••••.••4.4.4 Center of slab r f i�if , III.,,!11=i �® TI _y _I F II. III I_=6'' R i °'`��.� '° �°�`o''�''f\, t Concrete below grade, formed °•4•••0444.404••••.. 2" \ \� \ Concrete below grade, f 11 = it 11 unformed (poured against earth).....•°°°••••••4••3"' Concrete exposed to weather...................1 1/2" A 'a ° 54 Pipes may pass through structurel concrete in sleeves, but Z4" DECOMPOSED G 2" S0N TU shall rat b embedded therein• Pipes or ducts exceeding FORMED FOOTING one-third the slab or wall thickness shall not a placed inNOTES: the structural concrete unless specifically detailed. 14 LS URE EXACTLY 2" x 6"• 6. ID C POST G PQ LOCATED POSTS URE QTLY " x 5"• T CH GES QF DIRECTION OR END POSTS ARE . Provide 3/ " chamfers at all exposed corners. 3 . ALL FENCE 7. Refer to architectural drawings for reveals areas of texturRETE ed `' PVC A MIN. ®NO 9 P ed : ,om "On'"'` T N HIT 'AHR UD VIRGIN IALCONSIST ® Ti02 74 �UlE . :::::` STAINLESS TO EL SCREWS BE WITH COG concrete or special finishes, items required to a cast into SH E USED FOR concrete, curbs and slab depressions. ALONG THE ENTIRE CE O PRO ° 4 • G ° ° NCE TE Concrete shall a cured while in a moist condition LENGTH OF n for at D SHALL THE PODUCIS . S E UV RESISTANT least the first 7 da after placement. Methods for STRENGTH. accelerated COLOR. erated curing shall have prior approval of the Engineer. 54 D ENDS OF P IAL DESIGN 9 ::.... EXPOSED 10. SEE L O REQUIRE 1 DPC P All construction elements adjacent o concrete ma1 .y POSTS 1 y continu - 11. A:. :' r to be constructed following the 7 a of curing. FOR TO r FENCE '::.::...'. C F-964.MATERIALS S CON :., L:�'�, y. . ,1, , .. ..... -, %,� � 1. , I. "0 0"'A I L "'" "U`%^ T*01"_ok I A N F"E- E . .1 1 � '. �,:� * .-��;:,.��.-�,�,.��--. ,� :.'::,.'.�1.:.:�_. -,- �. -!�'::: , �.. . ._ . �,: � , ., ..�,_ _'. � I _... . �:��.,-..,�'�,.�::.-,*",...",�%,� -��". ,; 94 I! exposed concrete surfaces should a cured. Corin may -.--"-:.': � .::�� ., � .._ _ "-: - 7- , -, ...-,I'�. , ..:. Z... : .,. L TLU I mu M0 *10%% '% 1* consist of maintainingsurface moisture ° initial . . . . ., -��'�.�&." JX .:., . .1 11 :�"_.� :��, I..: �.:z�.', - -:-n��T-77- - ._ . .!,� , , �. * . , ` ::_J;�� L ." _ . �1: .-� _ � _ �:� .��'.., I.. prior to set, followed by covering the exposed surface with thin -�.-��.::�,�� :: I : , ,. ,�` :`:---`.:- � ,! '..*,' , ': I �� . , I plastic sheeting for at least two weeks. (Lap and seal joints). Provisions should made to hold down the plastic I 1 <.` and r ` envois P ten as needed. ; �,P�psr,� 10. All concrete shall a vibrated. ��4� . r No. 2132 c; m I ._ � --.��:��,:_:,�:��,:��- '� .r. . . ,; __:.. I w n z I ®�, . .. ::.:. T : 1. 1. ..:::. : :..,: I. e # T ��' :: `` F car.,F° IF t i t Tit t t t tt ,- . : APPROVED DESCRIPTIQN ®F REVISIDN DATECI if f TW. ;• Green Book tFT f will uperseds 1e t :.:: :: :. % V Tf'y all i f With T t t t with �.. ," % t ..._. ... - * .."_�.. � 1 . �.. :. 1. .. ..:.... q ...... r °', .:..... -. .. : a+a:... :: All :. =-1 1=1= T col ora IIL�=1 iI - lected and v III-i 11= I I I I --- _ { i I I I i I III_i I I-�I i 1=®I i I-II i I--1 11=�-i i 1=1 I c4intractor ��arlprouT 11. 1. :.: ::. .: .1.:: .:: :::: I i I i I _ i I I_�I III_i i I_I P i__I I I_i i I_I I I'I = = _ .. - .. - - _ _ ___ _ _ II III III . ._ ,,_ Iii III I II i ITI I Iii I PSI 11-i i II i ISI I ;w:% -, ��:". . :. ' ' "A ._ ... :: :: .-�.:.....�,� : i I-_ i I I_ _ __ iUU MUNUA V , � ,. ►� -.� 1.1! - . --1. 4 : 1 % - t,�,. _-."., ., .:,�,:. '�: .%-_ � " '� �,�.,*.:...":"..�..�.:�-:-!."�, ._�-L--.�.. -'_1,, . " _---`-,_"`.11 . '' :_, I , , w .,. _ � _ 1. .. ._ - "' .�.im _ .: � , _ , � _ ..... - ..," -- ,,, :- .;;,; 1rl-(I�i�IIr�IIIII�, ,iI ;:::: ...Z I _, ,:.� , , � .:�,,,'�.,� . -, - - - _ :. -��.�'�,t'._'�,::::.-;..,�:.� � . ,: . :: �' ", `"' ' ` ,: ..��.�. � . �' �.-.. ��-::-,. � _ I 1� :.� __ .�,,,�,:� -:` ,. 1- .�.% : �* .. .1 � . ..., -'. - . - -..- ...- :.--'��-'--� ---- . . �� -* " '' !''._�� :' '. , ,, i.f�,.�:...,:,.:_ .�:�;;�. .,.. " :;......::: ;.:: :., SYSTEM ,_ _ �- -- . . _ ,. . ., I , .*��, : Co' "STRUCTION DETAILS � .:..- � :: ::' - - SECTION :.. .:: � o 1. RECOMMENDATIONO . • 11 l l 11 : •, - • • ° . epp • -ten P�® • � � '... . ..�.:��::;, - . - ! , . �� VITY VfY• EER DESIGNED BY: RECOMMENDED: DRAWN BY.IF I Iff- Is 6;% 40010WAk 00MWR%A&W=8V&I "o IL I 'goon a - ______ - - __________ --- � ____- -_ -_ ____ - -- 150 aUlarina Ave., SHEET Suite 160, OF 33 k4.k -111 --f UN ' -m"'TE . tl-17" __V - NA' t"I =41110=0 M CUN%%:)T1=";UG"'-I -`m" ' N�� Cof teee"' r' fl<"- IN%-"*N"O* LCAO"O)T Ll 'T fam"LE &F(.0,N)Co",)--T'I- a%N-0+ml�1111111111 __________________ ____ 111111111111111111111i - __ �� __ -�- __ 1111111111111- __11111111111111111111111111111111 ___ ___ ----------- -------------- � HC.0;r%%Ut:�. WAT 1-%%E CHECKED BY: Costa Mesa DRAWING N0. - 111111111111111111111 __ ___ �tssocit� s California tsadictpt Architecture (714)434-9803 (714)434-9109FAX 11111111 N 111 S"' URFACING TO BE CE T IED 9 ' — !! AU/_\'CESSIBLE/PRU`TEU/_\TIVE U I Y AND -2 PROTECTIVE MATERIALS , RS 2533 The play components identified SQ . FT. (SAND) & '1035 SQ . FT® on this plan are IPEMA certified. The use and layout of these components conform to the requirements of ASTM F1487. . " `r..--._—._®——— — I •.LL.`.:.., O IM 2-5 YW OLDS Ar(KP.Q 41Y.(4} P I s'`s THIS PLAY EQUIPMENT IS P 1 DESIGNED FOR AGES CEMM '� IBM (XM z4 IS THE MANUFACTURERS OPINION THAT ROM!® ®` OF ,i.: MAE `.' 32 +tit' TALK TUBE IT' THIS PLAY AREA DOES CONFORMTO r t t„ THE A.D.A. ACCESSIBILITY GUIDELINES AD G g. . . . . � ' 42 ®' , �` ASSUMING A ACCESSIBLE PROTECTIVE °`�, 1 ® 1 t SURFACING IS PROVIDED; AS INDICATED, OR t. . . . . . `. , U . r pp1 tt�, ` ,a�" ! !! WITHIN THE ENTIRE USE ZONE. 34 . ` • . . . . . .t . : . . : ,;,. . . . . . . . . . .`2xx UAW SIM � T. ,� gar Y N I. _ _ ® THIS CONCEPTUAL PLA O . . . ®r , SIM Mum t �/ INFORMATION AVAILABLE 0 S. l TO / . . . . . ttat,o ® ` .� ` / CONSTRUCTION, DETAILED SITE INFORMATION Sam'FoLy . . .off.® ��' `® ,� INCLUDING SITE DIMENSIONS, TOPOGRAPHY RDOF ' in> , t-1 �- �' ',, r EXISTING UTILITIES, SOIL CONDITIONS, AND 1 1 "�'� -�- I DRAINAGE SOLUTIONS SHOULD E OBTAINED, PIXY : EVALUATED, & UTILIZED IN THE FINAL DESIGN. PLEASE VERT ALL DIMENSIONS OF PLAY ' Y AREA, SIZE, ORIENTATION, AND LOCATION OF WE M ALL EXISTING UTILITIES, EQUIPMENT, AND J ` SITE FURNISHINGS PRIOR T ORDERING. r ,, ,4 . _ . . . . . Lam.—.®.�_-----®..�P f ��. ®"! ` � SLIDES SHOULD NOT ,. ! , t, t •' �2t. ._ _ -...," , `! `�� '��® �� - FACE THE HOT AFTERNOON SUN. 45 ® natio °72 ' s. I \ �..4 ®. �,,., I I Y a % ®® CHOOSE A PROTECTIVE SURFACING MATERIAL sm , x .6.4. . . THAT,HAS A CRITICAL HEIGHT VALUE OF 56 t. ! . v , ATL T THE HEIGHT OF THE HIGHEST �.. '. ® .tt624Y . . 2�. i 1 ` 1 ACCESSIBLE PARTE FALL HEIGHT OF THE WIT,UM16. �r 1. 1. .`, .`. 1 ADJACENT EQUIPMENT. (REF. CONSUMER ., tt P . . . .L , r 1 '. . . 1 PRODUCT SAFETY. COMMISSION P 1 , . . f . . . t. . . , . . . a CC SC) am t, i. ,. . . . . . . . , . t CCRIED CHAINr i`.`.`.`,`.`.i.` ` t $` i GUIDELINES, SECTION 10: SURFACING.) 4. a ...�` . . . . . . , . . ®� ACCESSIBLE/PROTECTIVESURFACING TO : . . .`. .�/.`. . t� ® ` � :`® . . . ,., �,f B A COMBINATION OF UNITARY AND ` �� 121 . . LOOSE FILL RIALS. r FEE KICITM 1 IT IS THE MANUFACTURERS OPINION THAT T XP et2, � �� 1 s-,z THIS YSTRUCTURE CONFORMS TO c�a E THE CALIFORNIA CODE OF REGULATIONS TITLE 22, DIVISION , CHAPTER 22. S A URF CI `G TO BE A C O\ M B I 10 N 0 F AC '_"' ESSIBLIE/PROTECTI I AND !! PROTECTIVE, LOOSE FILL DESIGNED 45 4 1433 FT, (SAiND) COPYRIGHT: LANDSCAPE STRUCTURES, INC. 44- CLH U1 - - (5 - 12 AREA) Q U /'-%T E lilt I'll'' 1 QUONTE . Date Previous Drawing # Initials apNDS�p TOTAL ELEVATED PLAY COMPONENTSTOTAL ELEVATED PLAY COMPONENTS TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 TOTAL ELEVATED COMPONENTS CSSI L Y RAMP 0 REQUIRED TOTAL ELEVATNTSCCS I L Y TRANSFER HIRED 5 TOTAL ELEVATED COMPONENTS ACC I L Y TRANSFER 7 REQUIRED R� t TOTALACCESSIBLEC U LEVEL NN HIRED TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS H UI L`f T L IF E T E OF C OU D L L CO PON T HIRED TOTAL DIFF T PE F OUND L L PO T DIRE 601 7th STREET SOUTH - P.O. Box 19 DELANO, MINNESOTA 55328 DESCRIPTION OF REVISION CRY H: 1-800-328-0035 FAX: 1-763-972-6091 DATE aPPRovED Emma NIUMMANNEMENIM SYSTEM PE: SCALE IN F : RANCHO SUMMIT COAST RECREATION PLAYBOOSTER/PLAYSHAPER PARK C ' 5' 10' 20 RANCHO CUCAMONGA, CA GREGG ROGERS DRAWING . 19014001 Cortiflod CITY OF RANCHO CUCAMONGA Approved9408-1 -2 RANCHO SUMMIT - OLIVE GROVE PARK CONSTRUCTION DETAILS PVLTEH0WS/DMWMB p 1 DAcirr ENGINEER RCE NONOTES,- —E'UIPMENT COLORS AND RESILIENT SURFACING COLORS TO BE. SELECTED BY THE CITY • RESILIENT SURFACING TO BE SURFACE AMERICA wfmc own • DESIGNED By. RECOMMENDED: ------------- -PLAY SAND TO BE SILICA SAND GRADE 16 DROWN BYa 150 Paularino Ave., SHEET Suite 160, L-0 OF 38 CHECKED BY. oats Mesa, DRAWING NO. Associates California 92626 Landscape Architecture (714)434-9M3 (714)434-9109FAX