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HomeMy WebLinkAbout1565 CITY OF RANCHO CUCAMONGA GENERAL NOTES CALTRANS GENERAL NOTES CONSTRUCTION NOTES FOR STREET TREES , /. ALL WORK S/,/ALL 4%=- DCW-= /,V ACCORDANCE wl7"11 THESE ,ouW THE CITY OF /. AN ENCiPOACf/MENT�iP/N?�'S�PEQU/IPSO BEFOiPE.4/✓yl�YOrP.rMA�/QFG/N//VO,P,4/ Tl�E 5'l�9TE 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY ui RANCHO CUCAMONGA 9TANOAROS AN0 rf/E SrAwoww 9PEC/F/G4770,VS FORPzlBL/C .P/Gf/T OF/VA)! STANDARDS. SEE DETAIL SHEET 6. WORKS CONSTRUCTId/V - CURRE/Vr ED/r/ON. CONTRACTOR 5NALL BE AA41L/AR a W/TN ANO SHALL BE FZESPON$1 BLE FOR ADHERANCE 70 rHE SE 97ANAAR0S AND Z. IVZL MaA-lK AY/TW//Y/W,-- STATE iP/Gh?OF"Y Sf/fILL COMI-allf-1I? TD T/IELAT�?STATE STi�ii/0.9�P0 SPEC/F/CAPONS , f'!,4i1--F ANO SPEC/E/CAT/OiYS of O/�PECTEO C9y TyE 5TATE5 .PEB/f 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO Q a ('STA/1/O.U.P05' OTyE.E, T//.4N ST,9TE5'Ti9/VO�3POS/Y1L/ST,BE P•PE-.4i�i�iPOl/EO�NO✓US'r/F/EO]. CITY STANDARDS, AS PROXIMITY TO HARDSCAPE DICTATES. 2. ,4LL PlPEL/NES OR SUBSTRUCTURES OFANYK/ND, TELEPHO/SrE OR�E�Q SOLES, j. /✓O E�'U/F�ME/VT OT MATE.P�.gLS /11A BF STOAPEO O/V 7?/E STiVTE R/Gfi�TGi�fY.9j! WATER METERS, VALVEs,F/REHYORAV E'M, SHOWN OR NOT 9HOOtN AV Tf/E5E �' PLANS WITHIN THE 1P/G/1T-OF-iN�4Y L/�/TS oR/N qD✓ACENT AREAS Pv#I RE 4 ,qLL TyE 5TATEiP/0117-OEAYWY/YIUST BETiPE9TE0 25f V-,TYON CO1AI71- VZ 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS IMPRoj1emENr`YORK/S 7v 8E OOrVE SHALL e.=REMOVED RELOCATED 0,1Z �yY0,�05EELYi✓G OrP EQI//1�.9LE/VT OiPA'S A/rPECTEO .By Tf/E STi9TE�S.PE�iPESE/VTAT�E�. Tf/E REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL PROTECTED/N PLACE AS RFU/RED AT NO C3�8T TO rHEC/fY OP RANCHO /PESf�iVJ/B/L/Tj�Ft�iE� MA/N7.�//(//NCE�f'�75/D/✓ G3�iVTiPOL IMIZ TOXICITIES OR NUTRIENT DIFICIENCIES MAY REQUIRE BACKFILL SOIL CLICASAN BERNARDINO RD. it40NGA• 5EE0/NG /5 I�YELL BSTAdL/SilEO. Tfi/E CO/VTiPACTOrP ,GY/LL BE iPESBOif/S/BGE FOiP Tf/E C657-C�� CALTi29/1/S CLEAN/NC A/VyOPA//✓•9GE , �PES'�Ch'l,�i✓NELS GY.�//Cf/flAYE�EG?�iJ'lE AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. _ 3. ANY cONTRAcroR PERFORMING a/OR/l ON This PRaV�CT SHALL FaMiL/ARIZE7 G'!�/7TE.PEO iy/TN OErJiP/5 A/✓O�OiP S/LT/-!5.4�PfS'ULT O.< o�P C.gL/✓EO ABO 7-/!E COrdST�PUCT1011/ N/MSELF IN/7-f/ TiyE s/TE AND S,h�ALL BE LEL Y RESPONSIBLE FOR AIV>'O�/}GE •-3PoL/ECT. TOEXIST/NGFAC/L/T/EsRESULr/NCD/RECTLYOR1Aio1RF'CTLYFROMff/SOPFRA77OVS, 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BLVD. ROUTE WNETNERORNOT9UCHFAC/L/T/ES ARESNO,WNONTHESEPLANS. 3• sT,4rE.Pc�rG��AYn'�reEFE Cowy /Og �rT�/NO �E��ss rOTr�syo.�P',r�.-ED���rs�iE E BY THE ENGINEERING DIVISION . FOOTHILL 4. A PERM/T 5/t1ACL p OBTAINED pRom THE C/rY OP'aANCHO CUcA"O /GA FiPEEH/Aj! ENG/NEER/NG OEPARTMEVr ^vog TO ANY ENCROACHMENT OR CONSTRUCT/ON S. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS wlrH/N ciry of R/WCHO cUc,AMGWGA EASEMENT ow FIGHT-OF-wA Y. G. /YO FiPEEW�9y iPArYJ�S O.P FiPLCEl�Yfly LA/✓ES /YIAy BE CG05EO OrP OBSTiPI/C72�IJ AT A/YyT/ME U/YLES� ONLY. '/F/Cf�LL Y ALLOIYEO f-Z�iP TyE E1i/C,�22�AC//�YIE�YT?E.PM/T .git/Gj/O.P 4 O//PECTEO eCJ 731ERROI/EC T iPEi�iPESE/✓TLlT/!/E. E ALL GRADE STAKESSJAL S L BE -=WT,0Y ME CONTRAC7ZQ OR eA161NSTWTEIS EER. W SITE PAVING STAKES SHALL BE3ETATALL N/NGE Po/N7r, ED6EOFPAVEMENT 7 4-1Z FE/✓CE iPELOCATEO TD FAC/L/7.�TE 7/�/E Lt7rt�TiP!/CT70/VOFTJYI��-"f�iPYJ..(EGT//VS/OE 7�/E STA1E 6. ROOT CONTROL BARRIERS ARE NOT REQUIRED. Q PO/NTS W/7-H/N a,--01,47Y Sf/.gLL Tj�iIE CL-a FEiI/CE.QS SyOrYrV/N TyE STATE'S S"7.�/Y0.9iP0 5o FOOT INTERVAL a ADD/T/ONAL PAVING STAKES MAY 6E REQU/RSA BY a ry OiP IN/7-,5/.9 QCclr14<kYALL //V ACCO•POA/✓CE.GY/T//,9CCEf T.gBLE ARROW ROUTE ENGINEER AS NECDED AT WAR/'ED OR vE,2 rICAL CURVE AREAS . LocWL ACENcy s-rW/voarPos rA ALL _EWER, tyS/ATER, ELECTiQ/C GAS, Pf/ONE G7? OTHE,Q UT/L/TY l�1TERALS, d N'//E•PE Tj'f'E CL�o FE/LCE 11�t�TEX/ST 711E ST.9TE/P/Cf,/TOF�Y.4y FE/✓CE ti1l/STBEU.at^�PAofl� Z J MA/N5, OR CROSS/NG5 SHALL 46E COMSrRI/C7W PR/OR Tl,PA✓/NG. 70 T>'oE CL-loTif/E'ST.q/1/Gi�iPO PLA3VS. a STREET TREE QUANTITIES W In 7 COMPACT/ON TEsrs OF EAf6AA/K'm&A1 ' QoivsrRvCT/aV, TRemaV$ACfIFILL 9 Ti5'E ST.PUCTUiP.4L SECT/O/V S.S'OAYit/ AY/7f,///V T.SIE STATL� .P/CffT Q�/Y•4}//S FOiPE'rTirY1,9T//✓C R/.PF ES'!.i(/Ly le W J = COit31PACT1/YG OR/G/NAL GROdNO ANO ALL SUS-6.4/{G1ES Sf/ALL C3EPERFA�it D Tf/E WC7-11AV SECT/O/✓N//LL UEOESYGNEO Bj�A SO/L E1VG/ri/EE.iPAFTE�P /t/9T/I/E.5O/L TEST/rr/C f,/.J'S'BEE// SYMBOL STREET BOTANICAL/COMMON NAME QTY. SPACING SIZE Z W v OOiY1pLETEO. A T,(�Ai //I/OEX .5./,,pzz f�fEUS�O /A/7-//E OE'SYG3Y OF 771E TiP.9✓ELCEO H�9y j = AT NO COST TCJ Tf/E CITY OF RANCHO COCA MOrVG39. A w917-rev RSPOrQj"Gt!/T/� ' NAME Q THESE CI.N/IPACT/ON TESTS Sf/�tL L .eE SIJBM/TIED 7/J Tf1F CITY ENG/NEER FDR A�t/O A TJ OF 5f/.9LL ,6tE!/SED FOiP Tf/E S/.30UL.OEiP L�5/CIV. 7Ji/E L.�.BOrPATDiPy iPE�iPTS'.qNO Tf/EOES/G1V C,4LCULAT/01VS 5f/ALL 41'Mr- BM/TTEO To 711E 5Tf/TE'SiPEOiPESE/YT.gT/✓E FOA- FOOTHILL LAGER STROEMIA/GLENDORAWHITE2401 APPROVAL PRIOR TOT/IEPLACEMENTOFQASES.4N0/D,e tiIATER/AL ,5zIn,r 1GA ,q�P,C-VYg /3C L Pro.FTO O1X577f41C1-7ors/ OFTyE sEC71-aAl BLVD. INDICA /CRAPE MYRTLE 12 15 O.C.MIN. BOX 8• AT rHECCAIPLE77GW DF/"AVIMa A MATLcR/ALS Ref�JRT SH�9LL .�SUE�M/TTED /p ALL STATE OiPA//✓.SCE STiPI/CTU�PES CyA/1/i1/ELS 11.fU5TF/ TBEC�J9/�LETEL CGEi9i1/EOOFGfEBiP�J VINEYARD LAGERSTROEMIA/GLENDORA WHITE 24" / Y • T 15 O.C.MIN. 7o ME C/TY ENO/NEEie,L/SrIA6 ALL TESAG OR DETERM/NAT/O/4S 0WPLETEO TD A1✓O/OSP S/LT By T,�IE CDNT/PACTO�P O,P/O.P TD iYlA.r//!/C Tf/E cori/1✓ECT/O/V. AVE. INDICA /CRAPE MYRTLE BOX VICINITY M A P vER/FY .STAB/LITYO/L CoN7-r-v /T,4v-o R-1DAT/GYN G=,4GPIlALT PAS//NG• //. T.r/E C01VTiPACTO/P Sy/9LL BE.PES3�O�d5/BLE FOiP E/✓��-C//E�//YC Tf/i9T A/V��ST,9TE OrP9/N.9GE g PR/OR rO/As TALLAT/O/V a=ANY PA vIA16, A fm 7ER/ALS RnovRT SHAL L BE FWC/L/7y A'Yf//Cf/ 15- CZ9,41 I/ECTEO TO O•P O/.E'ECTLyAFFECTEO By Tf/E CO/VT,Pf/CTO�PS O.�E�P977OiY NOT TO SCALE SUBMITTED 7U r!/E C/TY ENG/NEER L/STING ALL T2TS A?DETFRM/NA7I4Y��S' S//ALL ,c�9E C'LE!/iV ANO O�E�P.9T/O/I/.9L /`iP/OrP TO F//VIAL .9GL'E.�T.�it/CE OF 7-/!E BEiP.N/T i'YDiP.� By CGwlPLETED TO yER/Fy:R-VALUE, SIEVE ANALY5/S ANDS►ANOEQU/VA1-BVJ- CONSTif'L/CT/ON T.�//rY 7yEJ`TATETS iP/GyTO ��O,P1F!/TUrf�E �1�1i9�TE/f/.9�V/CE A O %P OF AGGREGATE $.asp; GYOiP.('A5/✓EEG O. 7-/!/5 K/O.P�'S/.1i9LL f3EFU.PN/ /EO f77 a G2?7T TO 7-//E 5Ti9TE. FOOTHILL BOULEVARD_ /O. P3 V7,A/0 SHALL ,QE RnTFDRMED INACCORDANCE W/1W R-YALU2' AWD lyyEiPE SUrPVEyIYIOrvUiliJE/VTS EXIST Slit!7`/,Y10rt/U.G1EM''�'Sf/i�LL 4E�•POTECTEO OrPS//�� AX- - lo(TES r.G TAKEN STRGC'TURAL SEC T10NS 0/'R/OR 7U F/Nq L PLS f)PiclAZO I/A L 1 7a 4905 ANO S!/rPV y rEx�C`�UA�T TO BUS/NESS A/✓O f3POFE5S/D/Y�" CG70� SECT/ofd B7G� QUANTITY ESTIMATE //. G YeIV /MPROI/EMENrs ARE I'V 45 PLACED 0/S/NAT/VE SOIL K/11/C11 CCYNS/STs 2'M1/✓/iNUti1^ral-! TyE EGZ�E OF?i�/IE•flEi✓T. T.f/ES.9/y C!/�✓ - - - -- -- - - ---- pF A 90CAY AIA 7EAIAL, 771E QVG-GRADE SHALL BE PREPARED ,BY N0. DESCRIPTION QUANT ITY R-,FMOV/NG AL '- ROLA-S fVAIICH /:ROrA440& At30VE THE SUB-6R4,OE AVD ALL YO/OS OR L1ePRE5s/ONS SNALL BE F/L L EO/V17'H A F/NE 011; AAE' /w ALL B/G/✓//t/C, STip/rte//✓G ANO /�.�liE•[-/E/1/T/YlA.P1C�/111'5 S//�LL f�E/n/CVi4-0XP.1,,-7A16E 1Y?31 7712--- I EXCAVATION 3 0 5 C.Y. AfAjER/AL OF A 6 W L/T Y BE r7ie-i2 THAN THE /IAT/VE MA7FR/A4 C///P.PE/VT Ev�T/Ory OF Tf/E TiPAFF/C �i9�1/UAL PUBL•/Sf/EO By Tf/E STATE OF CSL/fO,PN/� OEPA/PT,t�lE/VT OF T.�'AiYSR�iPT.�T/ON, fVNO S EC/�9L f��POI�/5/ONS. ALL 'AVEi11ENT/til�9�P/�//YG'r 2. FILL 3 0 C.Y. /2 /F THE ASPHAL T CONCRETE /5 70 BE PLACED OA19LAC-GRADE, A SO/LS S/li4LG 8E Ti51E,Pe,Val-z' TIC LIAR E"�a,;1 5 PN/SE NOTED ON Ti'/E�l�9NS. 3. CURB AND GUTTER (8 C.F.) 29 5 L.F. sm,41 "T R,=-619 reReD 6Y rHE- E:P,A. IcEw USE UNDER A. C. ANO PC.C. SHALL BE UN/f=ORMLYA,`RZIEO AT rh/E M,-W4IFA07ZIRE"R'S fS 7RE EX�GT LGL�AT/ON OFALL 5/CN 5.5ulLL ®EOETE/Prt7//YEO/i1/ TflEf/E"LO By Tif/E 5T97E�5' _a /YE 4. 5u A.C. CHER 6N A.B. 4030 S.F. RECOMMENDED 847E F�QR THE FUG L PAf/E'N1ENT WIOTf f PR/OR TO ,q� C p1✓FL/CT/NC ST.�P/fes/1t/C ANO BA!/E�YJENT IWP-7,FK/rYG.S NOT Sf/OIYNON 77-11-F^�Z-,VM5' 5 904VZ--Ay-F 110l�EB 5. COMMERCIAL DRIVEWAY 108 8 S.F. PAI//NG. fPO.yI Tf/E`J9rE�t1E/V/T By S.9NOBL�95T1110 By THECONT.PACTOiP. . LO COMMENCE /3. ESTIMATE OF 6UANT/TIES /S PROV/DEO �Y 1XlEEna/NEER ONL Y FOR I �� rC6. A.C. OVERLAY 4oeo s.F FOOTHILL BOULEVARD UNTiLR1GHT0F WITHIN WAY 71/E ( qWVEN/ENGEOFThIEOEI/ELOPER, ThECGN7R4GTO,Q SHALL MAKE /7 AL CQNFL/CT/NC GO• LE7-// � ,QEL�yTyBGE 5,G/y' -535�9LL ?E/NSTALLE03�SSAECYF/EOO�YTi�/EBLAr!/5' O•Pi95 �ErEiP�L!//YEO //1/ 7 SIDEWALK 3960 S.F. CLEARANCE HAS BEEN OBTAINFp. h1/s OWN DETFRAi1/NAT/GLV Of'C6-Alsr VCT/ON QU•�VT/T/� BEFo'E Tf/E F/EGO By Ti1E' STi9TE/S /PEBiPE SENTfi'T/liE. SUeM/rnAlG .BIO. AN)` /TEM OF foVO RK REQU/RE'OB y T//ESE)0 ANS 8. H.C. RAMP IEA. WH/C// /S NOT SPEC/F/CALL Y L/STEZ? /N 77-AE EST/MATE'DFQUAA/T/T/ES le. 41Z 5/&01P!5" 1PCJ905/OE/L1/�PKE� EGECTiPOL/E.P�� ETcJ 5/Y39LL BE��POTEClEL7 3�ii/O�D.P /PEAL/oCEO 9. INSTALL STREET LIGHT I EA. S/fALG BE CONSiDeREO A9 /NCLUOE�p /N Tf�L OTfsfE.� /TF_MS qF fNOR/C. .�E�LACE'o /iv-K//✓O .9CCO.PO//YC TO Tf1E ST/'�TE STf,'/✓OF7iP��LA/YS.•9110 7f1E CU�P•PE/IIT TiPAFf/C /YJ•4/✓!/AL, /97-/Y0�YJ57 7?9 Tf/E -1577'q22-710. RELOCATE TRAFFIC SIGN 2 EA. 14 5T,2EET S/GiVS PE/Z C/)Y OF R.4NC'NO C lcA"o V6A BTO, PLAN NO.¢D/A�40/-8 11. RELOCATE FIRE HYDRANT I EA. 5/1AL.L BE C0A497 Z1CTEO AT EACH /NTERSEGr/ON. /q. Co4o--VCfurl//N FEET OFFyN/5'.S/EO C+ 71 5 V,,4LL ATT•9/N T.�/E.PEQU/?EO i'S'/o PEG.9T/!/E ca��Crlo/v 12. RELOCATE WATER METER I EA. /S C/TY APPROVAL OF PLANS ODES REG/EVE THEOEVELOPER PROM ,5,�- 77�EGY>iL1f�LE7TD/V OF C,PAD/rt/C.4LL F/LL SLOf'ES.S//,SGL BECO.t1/ l7EO nv .,v1w ✓1,w,61� 13. ADJUST WATER VALVE AND C.O. COVERS TO GRADE 2 EA. RESPOt/S/B/G/TY FGYQ rf�/E CORREC77oAl OFERRo �4ND OM/SS/OV DISCOVERED OC/R//VG cows 7,-<UCT/ON. UPoN REQUEST TNER�y//RSO OF 5S`/o /PELAT/lIE LYI�YIfACT10�(/ PLAN /'cE✓/S/oN5 SHALL BE /PROMPTLYWeA41TTEO 7-n THE ClrY „ ,� 14. RELOCATE TRAFFIC SIGNALS, STRIPING AND SIGNS i EA. ENG/NEER FQQ APPRQV34L • 2/ 7'yf�E W 195P//ALT CO3>'C>�7E MUST eE Gi`r✓-EO ANO/1�di'✓- TBE�j� iYl•9X/A.IUM /13lEGY!/rl/, of •�%HNC-Y /Iil19X/iYlU1Yl COU�PS'E /C. AA10 EXTERIOR GrREETS BALL QBE /N A HENT CLEAA/ jN�E OEc�yCN pF T3S/E A5'Bi%,gLT C01✓CiPE7F CAUfOrP/!//A TE�!' .!-�i0 S!/�PFAC� .98,P•4S/DIV f/AZARO FREE, Q40ERLy STA r.=, 77YROL/GHCZIJT 60VSTRI/CT/c4N. 5172-= SHA LL BE CLEANED U/9PoIV RemL1ESr OF THE /NS/�EC70R MUST�E/NCLUOEO_ VINEYARD AV E N U E /7. CONTACT L/7VDE'RGROVNO SERV/CE ALERT/(7' / - 840-4022 -4/3.3 �tNO NOTICE C E TO CONTRACTOR rNE FOLCAW/NG(JT/L/J"Y COMPAN/E.S AS REQU/REO wc�e,Y�w�0.9 rs _ _QUANTITY E S T l M AT E INDEX OF SHEETS /W/OR 127 EXCA%/AT/GW CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR NO. 1 DESCRIPTION QUANTITY SHEET DESCRIPTION _ /PROV1LSO FGQ YOUR CON1A/Qe-TNE FOLLOWIM& ; JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION INCLUDING SAFETY OF ALL I EXCAVATION 1 6 5 C.Y. — A4 SA7V GABR/EL VALLEYMUN/C/Pi4L WA1rERO/S7RlcF PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT I TITLE SHEET BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, 2. FILL 5 C.Y. MR. eo/3 srAL�Inogc �a/8J 969- 79// INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY 3. CURB AND GUTTER ( 8"C.F. ) 1 9 9 L.F. 2 FOOTHILL BOULEVARD PLAN 1=DiQ 6A�E L/NE ,QoAo coNsr/ZUCTIO�/ REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT 4. 5" A.C. OVER 6" A. e. I e 3 o s.F 3 VINEYARD AVENUE PLAN 8. GENERAL_ TEL&-Pf 0A/E- ('BGf�) Q83- 6000 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 5. COMMERCIAL DRIVEWAY 5 9 0 S.F. f=OfZ UNOERGROUNI7 SERV/CE ENGINEER. 6. SIDEWALK 580s.F 4 TRAFFIC SIGNAL PLAN C. SOUTHERN cAL/PORN/A GASB GoMPAAIY (800)427-2200 7. CURB SIDE DRAIN OUTLET I EA. 5 SIGNING AND STRIPING PLAN /0550 O✓ivpRL. vVo CT. 8. IRELOCATE STREET LIGHT I EA. G ACTIVITY CENTER DETAILS SANG/MAS, CA. 92773 UNDERGROUND STRUCTURE . 9. RELOCATE TRAFFIC SIGN 2 EA. D. CL/CAAe0,VGA COL/NTYWATER D/STR/CT (N9) 987-259/ 1 4/ SAN Bt=-7R" v2D//%/O ROA.0 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY OWNER OR OTHERS AND 10. RELOCATE FIRE HYDRANT I EA. q RAiVChHO CUCAMDNGAI CA 91730 THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE 11. ADJUST WATER METER TO GRADE I EA. E. METROPOL/rAN WAr,=-R O/S7- 1cr (70°9)593- 7¢74 LOCATION AND EXTENT. 12 INSTALL STREET LIGHT I EA. 700 N0RTf1 NIOleCIVO A VENUE LA VE'RM/ o CA. 9/ 750 THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS F. SOUTHERN cAitIPORN/A ED/50/1/col, PAA PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD THE UNDERSIGNED 795/ gEoWDDO AIV25A1ZJE HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTANCE OF UNDERGROUND FONTA/v q, CA - 9233 G . UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON DESCRIPTION OF RE VIS ION DATE CITY G. COA4CAS7- CABLE TEL.E✓7510/,/ (909) 983 -9895' THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT OR REPORTED APPROVED /205 OUPONT ST�QEET' OR SHOWN ON RECORDS EXAMINED. CITY OF RANCHO CUCAMONGAONTA,R/O, CA. 91702 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES STREET IMPROVEMENT PLANS FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY FOR THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK FOOTHILL BOULEVARD a n d VINEYARD AVENUE 12/ 7 / 94 -- TITLE SHEETCUP 93 - 46 DATED JAMES J. BRENNAN - R.C.E. 20801 ' FSS! EXP. DATE : 9-30-97 BASIS OF BEARING ��0 Ntil APPROVED BY: DATES=� 0� EPFf d CITY ENGINES Gh!'! BEARINGS ARE BASED ON THE CENTERLINE OF FOOTHILL RICE. N0. 24953 4 NOTE ��-m BOULEVARD AS BEARING N. 89046' 30"W. PER PARCEL MAP r DESIGN JAMES JARENNAN INC. RECOMMENDED EXISTING OVERHEAD UTILITIES (EXCLUDING 66 KV NO. 2590 RECORDED IN PARCEL MAP BOOK 22, ;u s/J%7 J. B. CONSULTING CIVIL EN6INEERS Z 7 020 80 191 SOUTH ORANGE STREET ELECTRICAL) SHALL BE UNDERGROUNDED ALONG PAGE 85, RECORDS OF SAN BERNARDINO COUNTY. ' DRAWN ORANGE,CALIFORNIA 92666 SHEET VINEYARD AVENUE AND THE SOUTHERLY PROPERTY LINE PHONE: (714) 99T- 2540 PER CONDITIONS OF APPROVAL- RESOLUTION No.94-67, sty CIVIL �;`? - M. R. I OF s CITY OF RANCHO CUCAMONGA. C' �ti�T OF � ���� CHECKED C/ r � 20801 DRAWING N0. �1217-i'/ 94 R.C.E. NO DATE FILE NO (T-' "AS -BUILT" � BENCH MARK N0. 17- B m t' JU'Sr GfZA .�t. DE NW COR. VINEYARD AND FOOTHILL,32 FT. W TvVINEYARD AND 77 FT. N. Ii- FOOTHILL, BRASS N DISC IN TOP OF N. END CURB RETURN. N � � 1230 ELEV. 1231.927 ' N - \ � {225 {225 -i I �7C/sT ElX� AC. PAvrM�N T �Cisr. rDPO�ut�e,8 @ 4 7' s/a ® 47 ' Seo } 123 N N ti ^ 1230 ill N N c�, (� t� N E225���. {225 NOS Ex!ST G�L/N� O�ErPLAy rnP �• 5our*ERL ' w f:.vjeB Y ALO !'AHE 1230 {230 _ N N O 0 {22S /4 ! TYPICAL COLD PLANE DETAIL NOT TO SCALE PROFILE SCALE: HORIZ. I"=2d i W I _ VERT. 2 0 1 2 3 4 CONSTRUCTION NOTES NOTE= —_ NOTE "A" 0 coNsr. PC.c. CL/R,e!�3 A/t✓,p Gc/rT� rYi�E• A2 - 8 r7E2 EXISTING OVERHEAD UTILITIES (EXCLUDING 66 KV -- — C9LTiPAiVS' ST0 .487, 7YPEw2-8, SEE NOTE " °' `sT ELECTRICAL) SHALL 8E UNDERGROUNDED ALONG f.CC. CUrPBANO G!/TTFp,J i5'T�1E�LA�EO O CONST. S'A,C. F�4VIVG�? OVER Co"i4GG. BASE �C1�19S�Z' '9 ® Ol/E�f-,a M/rV11J-ZZW Gly Fo�/.P/rt/C"I f!_A5�2 FOQ E5T7MAT/NG PURf�SE� 01VI-Y. SEE SO/L 5 REPCFZ P DOT Ox VINEYARD AVENUE PER CONDITIONS OF APPROVAL- &ZFOOTHILL BOULEVARD AGG.PEGATE ECOrY1F��CTEO TO 9S 1'. y'Si� �p RESOLUTION N0. 95-138 CITY OF RANCHO CUCAMONGA. Fy'Q,9 O Pfif�CE/✓T iPELAT/irE CO/LIPACT/ON.�EiP NST R��C CDMMETZC/.4 L QR/SNE= �4Pr�ROr4 G/�!, PE'i2 o 0,61 o q oG ,ti �L/For��✓�.4 rEsr Ivo. 2i�. C/TY 5T0• PL AIV NO. /off- C. c/�o ,Fti� , 4TF'�S SCALE; IN = 20' O MS A'✓-E E O?l ENG T G OD ES. STFsc� 'Qo FC °,�gk;Neq FOGo �'oti A F q FOOTHILL BOULEVARD o t c&er Rc-c- IDEK�—K PER clry- STO• PL.A/V /VO• lo3 AND N. 89 46' 30"W. _ __ t _ _ _ © PEE HeeT 4 Fore TTS/C S1&A1AL v,5TA/LS. 266 1 2 � 3 n 4 O PROTECT /IV PL ACE . t. ® ^ OExisT G^c�zs G 7OFxisr. r"its G �i� + a ® /2EMOVE' e Y CO/V TRA�'T4iry • SEE NOTE Ba '` O►, 3 Q Go, p-� 1�aP (�'� `a ti ��' ® t 0 cr�/Vsr VAR. rH/C1<A1&SS A-C. Ov�eLAY 0Aeww.9y Q (p � '� h J t7 L ® O Qrj FEATiS/fiPEO .9 /N1,4111 lUti1' O./ FGVT TD Tf/E /l/EXT LA,44-- .v W p O rl �P ,G ® G i'� • t ImSrAL sTREE'rL/Gl�r wrrH .L1.f'sr,QrPrl1 /�,aa� LU.,�E.c�s "- " Q S, ti 1 G h� 9 �� h �r 9 �� ' p� p j j� (' �j� O LUM/rY7i/rPE) TO BE/rV5'TALLEO.Bj'SCE. CoOl���1/.97, Op � F- � � f� 4.c�� �I �P�'( h'�• y'(•4� '� ,o�vELo.�-.P �� a �Ih Fah PI ' 5( � " i) h' yt '( S ' 3( h� fG �ti Exp Sr VA REMOVE, S.4L1/.gGEA/VO RELOCATE ST FIRE f1 'Di?.4NT o f 8 n $ �' ��� ZG \ /22 ?o?jc STiPA/Gf,/T ,G�gCK• COCL20//V.gTEp 8Y EVELOPER Lid � � 5 �-� �� � � `' 2 Q W W U w rr �wcuT rv� / N src we ,av �orN /2 RENlO✓E, SALV• aff AND REL04CA7E7 eV57- TRAFF/C S/(F A S Z � - --- — __ .� ��_ S OQ i4S L7YRE' TE• /N TH F/E O. 5EE SHEETS �.SW0.5. �` s _ aZe orc� / s ,rrsT®!SErrE.P 7Q, s - 1122 5 T,c. �• ,� ► 0�p3��F - — -- _ O ADJUST TO GiPA(7E w W �T+ / 26.9BFL / r. 2 1. �� �. _ REZZ>cATEO B Y OWNER. T4 BE COIORO/NATL�O SYDEVELdf'ER Ld > _ - - o, - Z R%W a' .1 ' ' k='is ' . �'1'' .�5. , 3 ��•� W EXIST, ST. R/W !© RE,Nl01/E, S�►LV,4GE ANO RELOCATE EXIST WATER ME•TE�C 0 1 11. STR�/GHr c`3�c/K. COOR101AIA7`EO EY OEVEL.OPER . ,r 'l�' Q t j %-". S/DEWACk 7O n, s Q Q 5 I O CDrVS'T TREE KNELL PEEP ,DETA/G Sf✓EET 6 . /¢ ¢ _ 5 N Q Q W G -- ra 8 E X57 Y, Z_ C, - W' ® oELE7F,0 o s; `A PROP. ST. R/W A 3 23 Vi p DELETED TREES a FILLED TREE WELLS WITH P.C.C. ADDED 8/26/96 O a �S�cv �'%c : ' .. � PLANTE.P ®EX/sT'sTOr2E S/GN MEANDERING SIDEWALK. �1 ® DELETED ®E}C/ST. 2 STZ1S/E!�✓AL L b tititi n M Z :^► I CITY MATCH LINE p' ``� SEE SHEET 3 ua^ ����� J l�� Q N0. DESCRIPTION OF REVISION DATE APPROVED > + s„ /227.50 T.C. * r N N 3.75 �v N V •�, 2 OELE7250 ¢�FDOTNlLL ,gLVO s ' O �` , JYS ZZ �EESTABL/�flE.Y/5T. L.4/f/05��i9P/NG. CITY OF RANCHO CUCAMONGA 2 /.4N0 LEGEND OiS/S►yEET 1�PrvoTEs 6 g STREET IMPROVEMENT PLAN 9 Qa' O 3 Q� ® T R���t'/ ET 6 VIVO/NGP�iP ,Z� 47 �� FOOTHILL BOULEVARD VINEYARD AVENUE � � �� /NTfRLOCit'/NG'P,AYEiQ,B�WD/NGAT E06FOF — -- �' �N �� �G- PI�WT�NGARFAPE�40ET�4/L A �YEET 6. FROM VINEYARD AVE. T 3 7 FEET EAST OF CURB RETURN_ SEE SHEET 3 �` 4 , '� r sirion/ t� ® /N7FRLOC�t'/NGPAgefA 91,VGATTREE 0 g �� f¢ _ _ _ — p � GRATEPERDETA/L E /F�T G. VINEYARD AVENUE CUP 93 -46 R ° 35 q8 NOTE ..8.. T 2ry1/ry g 5 • _ — _ — _ _ o ti�O L �(� 4 -, E v, Q , N APPROVED BY: DATE: T = 35.00' W 8 / N 2 ��O�SEPH RF F. CITY ENGINEE R.C.E. N0.24953 SA/'Y-C!/TS/Yll�.-'T,BEC�N ENOl�i1/OrPUN ' � " . . : . .• • SEE H N / J\ O .1 � fr f'EiPFENO/CUTA.P OrP PAiP9LLEL TO 7�i/E• •. A/OTEB EX/ST,4.C.f�VEMENT�7� DESIGN l/ SEECt�CO�L.9NE JAMES J. 6RENNAN INC RECOMMENDED STA7E fi�i(i .4y NT s �• � �5 ° J. B. ' S�4WCUT CONSULTING CIVIL. ENGINEERS S//ALL BEONAL,gii/EL/il/E BUTU/!/OErP/YO . o.•°�°o /WD✓O/N OErA/L rN�5w-1& T t� m i`� C20, 601 I� 191 SOUTH ORANGE STREET C/rPClli!!' TAl^ES 5firi9LL /T��LES'S T�/,q�1/ '• �o " �-I DRAWN ORANGE,CALIFORNIA 92666 SHEET ` " git M.R. PHONE: (714) 997-2540 2 6 ��Y��� OiYI Tf/E'EX/ST/NC ElXE OF SECTION A - A C I�iL ,`"�' � OF 2 — CHECKED G�TY DRAWING N0. NOT TO SCALE �?; _;F:f-; 20801 ' R.C.E. NO T.I. l' •P70' "„ p DATE 12 / 7 / 94 FILE NO J °AS - BU I LT" __ , BENCH MARK N0. 17 B NW COR. VINEYARD AND FOOTHILL,32 FT. W.(L VINEYARD AND77 FT. N.L FOOTHILL, BRASS cu DISC IN TOP OF N. END CURB RETURN. W t E LEV. 1231 ,92T V j : Q Q� /sr. 7vP aF ,c� /ec' EXT 7ne n CURB 9 JZI S eo' E/° - 32 /c� 1230 r� 0 NroR OF ��t SrERl- CURBn, I Q>v --�-- � � �m moo./ '' moo•/� ' W��� � Q ,�� 4 aNcuRv� ! I td - ( 1220 1230 , i t ' a `r EX/5`T G,RAAE a3 M OTO 1220 I PROFILE $ SCALE: HORIZ. I_ i VERT. I" 4' • o I 2 3 4 CONSTRUCTION NOTES CURVE DATA O Soo P .c�e D aUrreR, TYPE X .0-8, PER GiTY � R L T 2O CONST 5"A.0 PAV/IVG OYER 6'AGG BASE (CLAZ�Q.4'lr AO 9031' 3d' 181.26' 30. 14' 15 . 11 FOR EST/MAT//VG PURPOSES ONL Y SEE SO/LS B 9031'36' 181-.26' 3 0.14' 15 . I I` O Covgr P.C.C. comm E7,ZC/AL DRI v.,= APPROA CJS, �' - QClrY sro• PZ-AV A/O. 101-C. SCALE• I"=20' h v 0 C o)TC. a C. s.�,EEAL6 PSR C/Ty S7"O. PL,�111/ /VO. /03 ~� FOOTHILL BOULEVARD t � g @,--6,57e 5/-1EET� /=0R T,¢AFFiC S/GAV�IL. OE fA/L.S . &—pROrECT/N/LACE. SEE SHEET 2 D ti �- vk—_ —MEMOVE QY CONTRACTOR • .''�' � /O /C.q�P SPEC/AG CONO/T/ON�/O./ ---//VSTQLL STi ,64r LIGHT WITH 8 MASTARM(/6000 LZIMFVSHPSLUM/N/1 Rr)TD BE n1 �! A'VSTALLED BY 9.C.it 0A ID A,V, C610�P0/N9T�IJ By pEYELO�EP. ,� W� /l R,5AjoVE SALVAGE AND RF'LOCAT�' EX/ST FIRE HYL?AN�'' 60;, Z I� �, N o SrszA/GJ�/T ei Acx. titi 7 O WS �' N s 2' 6O' l� I© REMOVE, SAL VALE ,FWD RFL OCAr. EX/ST. pRAFF/C SIGNS 5 X26' = a S h �p�\ti� TR�,Ns✓T/O/v 0 AS SHOWN OR AS D/R�CTED/N M57 F/ELD . SEE SHEET .5. .J 12.5' z �. I I. O v a v . 5' vi �t� �►� p '� I� V /3 AO✓UST 7'D aRADL� . Q ® RAFLOCATED Z e onWI ER . 7a ,6-- CL'�iPO/�S/.9 EO .J W ao N .� O S N W OEl/ELOPEP PROP. ST R/W 6 -- N NOY "� 0 N N P �} h VST S/O WALk0 © coNsT, c'UR,5 SioE oRA/N oan-ErPER arY sry PLAN /oT-B. 0 � - . . /DEWi4GK � EX/'Sr. PP4� i ¢ 6¢BQ Q #� w ❑ ..71 REMOVE, SALV�IGEANDRELGL.4T�'EC/ST STi�LFTl/GNT m a P.B. Q O A5 Sf,� OSP A /.P E /V TiSi F Q J W �xis�. FOEsry/.� EXIST ST. R/W o R/ �.� J O � c�ii✓c�ti=iTc,� .. _ _ -- . . - - -- - - -- . - O CDNS'T TiP E GYELL PEf?OE?.9/L 6. O o s� – o. o _ _ ° ° RS s' /NSTAGL STREETt 'PFiP NOTES4NOLF'GEND O/✓S//EET 1. p EXisr-ias�rrE Ex/5T cURB , O � ' GX/ST �z"SEWERO r - tom_ © / -µ - - s -r- -_, ` A/vo 6uTrE�e� INTER OC /N .4t/ER ANQ/NGA� QET S//EE'T LL s EX/ST. N K 5 s -- �- - EX;src SEwE� ` ,; ` /NTE.FLOCel*0f'AY,F9zWD/II/6WFA96Foor gAN71A16AREA/"rX 4etl /L A �vsr a" + e 8 2 / -`� G�' 0q�' h1 ��` �h W� A 2 b�\�� ���` Sf/EET 6. O y o �SAw r AVL ✓ �n/ I� a U ti� ,�• rye.ry, ,� O 8 W ry rye•�. rye.�O. N �l m �" F G ti ti 0 �� ti G o ® /Mr,RZ OCII/NG Pf11/E'P6uWD/NG .'o .aT r/zEE Gie9 rE PEi2 l�ErA/L s \ Pv h 1\ ` �wcur�vvo✓oiN Sf/EEr 6. CITY Z +1y �� �P'' v�hN ti aNN DESCRIPTION OF REVISION DATE APPROVED 4 .� ,Fx,5r - 2 3 CITY OF RANCHO CUCAMONGA � W �O� s E�h ► k�'� VINEYARD AVENUE rM0MUMENT� - G•( �� B Ft/TURE CONsrRu�T/off nix/�MENTED 4 ul STREET IMPROVEMENT PLAN P b AVENUE jo �� � . 3 VINEYARD �p�A�o0 40�p � rk 30'x- 7' r�p, o�� \� � FROM FOOTHILL OOTHI BLVD.L BOU BOULEVARDET CUP 93-46 1/1 WSW I �/Ff Q�DF� '�c '(�� APPROVED BY: - DATE: P 0 7 Ex/ST A.C. PAV/NG 8 Qc�O �QSEPH , F-/.'I CITY ENGINEEF� RC.E N0. 24953 O DESIGN RECOMMENDED / �� JAMES J. �ENNAN, INC. '�' �130/`7� J. B. CONSULTING CIVIL ENGINEERS EXISTING OVERHEAD UTILITIES (EXCLUDING 66 KV � Q --- -- �• . `�•�•� � •• � ELECTRICAL) SHALL BE UNDERGROUNDED ALONG 54WCUT"&JOIN :oa''= CLO, 801 + 191 SOUTH ORANGE STREET Op DRAWN ORANGE, CALIFORNIA 92666 SHEET VINEYARD AVENUE PER CONDITIONS OF APPROVAL- SECTION B -- B RESOLUTION N0. 95-138 CITY OF RANCHO CUCAMONGA. _,_ �;� �- M.R. PHONE: (714) 997-2540 3 of 6 NOT TO SCALE 2 \ ���� }/ CHECKED DRAWING NO r, o �;,� c /T r �R.C.E. NO 20801 S T.I. =9, .P= 70 Y�" /7/94 D DATE FILE NO AS - BUILT" SPECIFICA110N PIPES A A .STA. Ofa7,G1G / / /Y �v E ITh/G� '�L.EI/LIRC� A�t/f� SECTION INTERLOCKING PAVING STONES L TRUNK � Fort FOOTHILL SCALE.' �" = 20' _ BOULEVARD _ '-` 1.1 RELATED WORK IN OTHER SECTIONS OF THESE SPECIFICATIONS A Preparation of sub-bass. TOP TIE TO BE PLACED B. Instanalan of base motorists AS LOW AS POSSIBLE ON C. Apphcauon of sort stsraant. THE TRUNK TO ALLOW FOR WIND FLEXING OF THE TREE, TOP OF THE STAKES BELOW HEAD 12 SUBMITTALS BUT NOT SO LOWAS TO _ ` LOSE SUPPORT OR ALLOW W OF TREE WHERE SPECIES GROWTH ` A k1 accordantce wtMt SOClion entitled"Shop Drawings, Product ata find SarrtptWfi . HABIT F E R M.I T S THE HEAD TO DROP. s > i Two samples O paving stones Mau be$L&Mtted b e.tTY � RAf�1c��ucAt^"4CrA la mdcale cobra to be supplied on this fob• Cobts b be selected from m nu- TREE TRUNK O�-�EEr facturers avattabte pavutq stone colors. (2) SETS OF CINCH TIES L/CCf/T SPACED VA APART, ATTACH (9, Pavgr Color to be Approved by The CITY ENGINEER and CITY PLANNER. 2" DIA. LODGE POLE PINE STAKE 1.3 PRODUCT HANDLING WITH GALVANIZED SCREWS WITH W000 PRESERVATIVE STAIN, TO 8' LODGE POLES. DRIVE A MIN. OF 6" INTO UN'DISTURB OR/ON GLt�/C� � 5 /5/ /3' /5 ' /5' /.5' /5' /5' /5' 110 /5' /S' /5' A Paving stones shall be delivered and unloaded at ioCeite on ps0@W al bor.nd In �'/N/V//YC SONO ( SOIL AND PRIOR TO PLANTING OF such a manner that no damage occurs w the product Ourng hauWg, NtfirdNtnq ' TREE. TT N or unloading at the fobslte APPROVED TREE GRATE FINISH GRADE 2" BELCw TOP 9Z �tox Q CONST. f1�9/YO/CAFE V G �P V "2- ATION HARDSCAPE EDGE TOCP OFKRCOTBALL TO EXTEND 2" R.9Mf' SEE '�FTZ I H TiPAFFiL' S.r�Y4L e: r : t, 2.1 All Interlockingconcrete paving stones Mall be in accordance with the ABOVE F 'vISH GRACE O • • • :I:y -- \ patterns as shown on these plans where designated These products shall be s ® ® '�•• ® 1.` ♦ - ,• rte' •. r. ,� d e 4 a Concr a Day eel eY. I 4( supplied y:Parm et 12490 a Street Moreno Valley, CA 92388 - V Phone (7141653-1187. 2.2 MATERIALS P1/ F N b 1M tion' -- BO orm LL .� cons specks -- X k+f�+n0 T w ones aria F' R r t T��O r s e A AN hie cont ro Da vrg / N 1 A h - O ©1h FF/C L�� 1. Pavers "N have a rrwrwnLm co�ess" strength of 8.000 P.8.1. in - b accordance with teeing procedure)ASTM G 140 y�STiPEfTL/G.5✓T I ) 2. Materials used w manufacture rrnerbckng concr ft pavhg stones SW 1� ROOT BALL � . �A. = PL,aNTE� �JCA �1 I� conform b the IoMowng: 6" DIA. PERFORATED ,9 !l a. Cement-ASTM G 150 Cerr+sr>t1 PIPE FOR TREE BUBBLER 1 T !!' .�5' ') b. Aggregates-ASTM G-33(washed graded sand find rock.no a dfid SUMP - U mate or trgnlwergftt aggregates) - -111_II _ _ _ ACTIVITY CENTER DETAIL _— C __._.__ . _-_---- -____-- -____ 3. Size. shape design and colors shall be n accordance with dsaass a$ noted Orlpltihi NATIVE PACvF''LL 1'J ri �,0 p/cam `1 PLANT PIT TO BE THE WIDTH ROCKS GREATER THAN �' h S. SANDLAYING COURSE- Should be a clean washed 9 and with 100% OF THE TREE GRATE AREA SECTION /-� - A DIAMETER — ------- Q CONSTRUCTION NOTES pas sIn a Na 4 stove stzeand a maximum of 3% pas sing a No.200 sieve size• this is commonly known as concrete sand. 1. Thickness of sand try+ng course should be undorm to nsun an even/urfsC•. O T E S ' OA INTERLOCKING PAVER BANDING AT EDGE OF PLANTING AREA NATIVE SOIL UNDISTURBED 1. R�VOVE NURSERY STAKES Thedes'gnea Vuckr►ess shouid De a maxrrium of 1 inch. 2. STAKES TO BE PLUMB AND PARALLEL. PER DETAIL THIS SHEET. �- —�• _ 2. :find aywgcaume � be resporstxlity d the paving stens . 3 STAKE TREE PERPENDICULAR TO PREVAILING WIND. / 4. MOLD RCOTBALL BY HAND AROL,'ND THE LODGE POLES. ' ' O INTERLOCKING PAVER FIELD PER DETAIL THIS SHEET. / Mti 1°r' \ Part 3-OWAUAIM OF MdTEWOCVM CONC"FAV1MA POW& C INTERLOCKING PAVER BANDING PER DETAIL THIS SHEET. cb �'IpTP�L_ T LL O Nor To �E 1 CITY OF RANCHO CUCAMONGA, CALIFORNIA '�( M15 DI USM •PJ wo Fir.J IS N' I Z'�ls 3.1 Pavers shall be clean and free of foreign materials before Inst i"bon. I _-- -- 'uY1 OD 5'-0" SQUARE CAST IRON TREE WELL GRATE PER 1 Is FA �`° �� DETAIL THIS SHEET. 3.2 Installation stdkttd sten from a corner or strargM edge and pi or, fionw.ro Over .,. D 0 U B L E STAKED TREE I! T s F'``: �'� a E GRATED TREE WELL j urxksturbed sand laying course. y A E USE WITH STANDARD SP,-C:FICATICNS FOR PUBLIC WORKS CCNSTF+UCTION A 215,. O INTERLOCKING PAVER BANDING AT TREE GRATE PER #2 RE6AR CANT. - SCE 24953 SHEET I OF I DETAIL THIS SHEET. n a 3.3 wids,aft �pkmb�a &W�"grade: �mint Do .a wort A O 4" THICK MEDIUM BROOM FINISH CONCRETE. Y� 3" to secure the perimeter stones and the sand laying course.) ♦ 7' � //" q .3.5' � •�o • . A Paving laying cavu�Stfruoiq Tines be nsnouW be used to hold pattstalled hand light and ern hnas trwon ft � � INSTALL STREET TREES PER NOTES AND :... O LEGEND ON SHEET I. iy.i=: ..II.. �• H 8. A Rolter vibrator or tste want«s XXX be used to comlect the stones and 10 ' t% IIlII_ sill 4 ' ' °� 111 Ilill vibrate the sand up into the pmts between the crones. ©.�Y/LLE?X H SEE SHEET 4 FOR TRAFFIC SIGNAL _ = •s a-. ,• ; . --11111 GRAT O =II{II Concretesandshouldbef read over the installed paving stones to that it � CONCRETE MODIFICATION DETAILS. � C. p p 0 11111=I Ill ::!1111= r VIII- III '111d_;IIIII may be vibrated into the pints between the stones. s�,•',, ;w� _ �Ili_ ONCRETE PAVERS (SEE PATTERN) D. Excess sand should be sweot into the pints or*WOW of from the surtau area. II _ _ - l f �1 E. The comp+otea pawn alone nstaitatron should be washed down and cleaned t0 /Z' VA 11 -�1= 1" DEEP SAND BED provide a clean finished workmarv*e nst0atoan. 3.4 CMV d psvmg stones can be done with either a clouds bfseed breaker a A rnasorxy PARTIAL SECTION - 4" THICK CONCRETE BASE Q 4' %"CAP ATIVE SOIL COMPACTED TO 909: saw' However. when cutting is reot"reo 'n roadways or prec'sI'on designed areas a NOT TO SCALE F/ILEO masonry saw a►ecarnrnenoed. LLJ /Y/T/•/_5"4w0 AST IRON TREE GRATE 2%"rte✓cam ANGLE IRON GRATE EDGE W/ BRICK BAND @ EDGE OF PLANTING AREA #2 REBAR INTO SUB SLAB A NOT TO SCALE �.� ?7d ONCRETE PAVER BANG SduTH �it2�� G/ t. CONCRETE PAVERS / / F G " 9 97 7 I"DEEP SAND BED y 1 DEEP SAND BED 4" THICK CONCRE7F � - 4" THICK CONCRETE SUB-BASE I 12 I WIDE INTERLOCKING PAVER ATIVE SOIL COMPACTED TO 90% oQ ��, �000e - � Q �a �. IFIL ® 0 v PATTERN BANDING OQ � ® 011�l�f= 0 D O v ♦ NOT TO SCALE 90 0 O o 0 O NATIVE SOIL COII�AC7FD X 000 00 o Q on, BRICK BAND AT TREE GRATE 0 O o O � NOT TO SCALE - &__fP AVER FIELD DETAIL NOT TO SCALE DELETED TREES a FILLED TR IT A z TANG m LLE EE WELLS WITH PCC. DDE 8/26/96 SE E E MEANDERING SIDEWALK. MEDIUM BROOM FINISH CONCRETE PAVERS (SEE PATTERN) NO. DESCRIPTION OF REVISION DATE APCITR Y A LHAM B RA FOUNDRY A - 2320 /Z CAST IRON TREE WELL GRATES t �'�y CITY OF RANCHO CUCAMONGA • . , ..yq• gyp- -:. . .� ,O _ li�.PE H'/Tf/1(o O/!J. Gf/✓TE.C� ca"c�✓/NG. G45T //✓ !/<7/?TEiP SECS/O/V� – 4 FOOTHILL BOULEVARD FILt'h/5�'f0 H�/T// OR WI7NOl/T i� O�/7 ,2EM✓I�LIBLE 5= TiY>+�fOT S�0UN0 -_VIII_III I _ • .y p L/Gf/T/%✓6,R/�/✓/S//Fl>`Y/Tf!GRI!//✓G //Ff�'O�TigNl� Ei(�lJ y�f:9i/✓TEO' (IIII-•. . • `� 'O ' IIII 60" SQUARE TREE GRATE SEE TREE WELL GRATE B/.rlJ/v/'✓O!/S/�!�/�1✓rur�Ll OT/.E�<'N�/SE �i�'EC/F/EO _6d0LB3. JIIII =_ illit i1=11111==illll=:= DETAIL THIS SHEET ACTIVITY CENTER DETAILS I III1=WFAKfNEv nma �I,17— �D ' D.o. TREE WELL GRATE DETAIL 1" DEEP SAND BED 13RICK BAND AT TREE GRATE ,, CUP 93-46 FIi�Sl� � ' „ �--�_ ( APPROVED BY: DAT NOT TO SCALE \ NOT TO SCALE THICK CONCRETE BASE , kms �0 BUFF F CITY ENGINEER ` R.C.E. N0. 24953 DESIGN RECOMMENDED PA_//yT A/072 ATIVE SOIL COMPACTED TO 90% ��`� tA JAMES RENNAN, INC. /!LL O!�WIAI COVE.4� /ylA1Vh/OLE T/PEE COdEiPS Sf/�4L G � Q Ia, 91�0/T! ,c J•B• CONSULTING CIVIL ENGINEERS BE Sf'.P�4yE0 /'Y/2 COATS OF /YO 7710 9 .e-/5T- cr OG E//✓Y1 �.E'/iLfE�P ANO ��9//VTEO lt//2 COATS OF C20, 801 �f DRAWN 191 SOUTH ORANGE STREET SHE E T G�E'EEN��l//VT TO /Y1�TCf/ C�POU/[/O COI/Fi(-�, * T1 BRICK BAND DETAIL sj C1y1L ,`\� R.M. ORANGE, CALIFORNIA 92666 6 6 NOT TO SCALE \ � ClTr PHONE: (714) 997-2540 of 9 OF CAS CHECKED /,_ DRAWING NO � � R.C.E. NO ?.080 // c DATE 12/7194 FILE N0. _1565 J AS BUILT " y