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HomeMy WebLinkAbout980L .. AVPrl ,PAIL - } _ r .5472 P/ ! 45 � 0 � h � , nS � O V ` � T 7 n n ` h m TU/- OF NO�PTH �Pf//L 710 loft N j $ I j �' ` T* 0< - L M '� 1 1 1 ral; %�ELEy75PLES/Y.O/1LONG 50. '1. T. � S.FT.PAc,-S. FO. i TCG.D B�PA55 O/5� ENO OF EAST BSP/OCE _ b 7 '1• %9ABur i/Frso. so. 1Hr9N0 SPA/L, e.Fr. �i �e 3s v a �4 �i = 74.4W SO. OF SO..PA/L /9 9.5 FT. BELOW T,PACA 9 J v a �P�POP. TOP OF 25.5 `ffjG. V d A9A' IMO CC/CAM A 8. M. # /_/f q• �'¢ I' CU�PBIB "G.F.� 3?'LT. • , , � � -73 0 �7.5 , I a►�¢ �` i� '�` J. ,�. ^ �,� �• �` h app �+► A. %B ELEt/ zir /Gro. 74 •• N / ; ♦ r� •� ��� ` NO 6,o"AlGE5 /�•POF05EL7 TO TPr9C.�5, EZeV1jr1ONS G1VIf/V /9,PE TOIL OF SPA/L FO. 4-&&. TOP OF Cl1APB hV SlX/THWE✓�T QUffO. 01F /rVTE�P 8TH' ST ✓ ,� , m V �; 07 t G,POvE r9Me.. R, EA S. B. CO F. B /0�5. -% 2`'f• t� t(j '�• Qj /� '� O I �i N, 73 ,�-- $ � �y GENEiPAL NOTES v p L`�� �%5_1 ' % j ♦ ^ V ALL WO�P,(� SHALL BE DONE l/V 11ccoveol /VCE AlIrl1 TiyE.y'E PLANS rA'F C/TY OF IPr9/VCf10 �, �• ♦ /�0 �. �► �. Ot �. '� W> j CL/CAM0/VGA STANOA,P0.5, CALTRANS STANDARD SPEC/F/CATIONS rfJULY 84 EDIT/ON) AND iQ �� THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION - %3 �• S�= 4G'O ? CONTRACTOR SHALL BE FAM/L/AR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE il�•' �PA/1/CH�7l/CAiN�iV6 �� O /� .5 25 VG. S VG. i ? ;BEit/GHM �P�/s o. 0.5 ' LOW,=- P ry,+4/ ? } O i / YG. V V i r0 THESE STANDARDS AND SPECIFICATIONS - 0 \ P/. =7163 . p OrVTA,P/O BENGHMA.P,C� �' ; 6 P /. = 7/..50 v K_ r �>'"' , _ , ! . _: _ . _ _ _ , . - ?. ALL P/PEL//t/EG✓ Oe ✓o'UB✓L'T�PUGTUf PE5 OF fi'/VY ,tom//1/O, TELEPHONE DSP PON/E,P POLE✓', _ ; o ^mrs,P METE�P✓r- , lrr9 ES, F/SPE HYO.Pi9NTS, ETC. SHOWN Oe NOT Sh'OWiV 0A1 THESE 7� LV i clo b m 'N 1� PLANS W/TH//V THE �P/CHT- OF- N/flY L/M/TS OSP /N r90c/fr'GE/VT A�PEr95 WiS�E,PE /�Y!/�- 4 m v T, p : p -pp , ,qlL AP01/EMENT WO�PK /5 TO BE CONE SHr9LL BE A /"01/EO, 106Z C1 /TEC O,P /:,POTEGTEO W M O �to�c ^ 74 /rV PLACE fi5 �PEQU/,PEO IIT /✓O 605T TO THE G/TY OF �Pf/iVGf/O GUC, iM0A1&,, l �UT/L 17 ' � � ' � � � � � � � b q� 1 I� � � �1' ^ �"d. I /• � � F/ELD UNLE55 OT E�Pl�1//SE /UOTEO OA �E P�AtiJ WE.PE NOT LOCfiTEO /N Th'E �,J /Y C0,41rkWCr0,e �'E,PFO:PM/�S/G I�VGP.� O/V r111g 4Ve0,/EGT 5 1,JZZ FAM/L/A,P/Z,5 O SELF W/rll rl2le ✓$/TE A/VO SHALL BE ✓r• OLEL Y � ,-SgRO/VF/BLE FO,P r9/VY OAMAGE r0 67'} EX/.ST. A G. b ^ $ V L� 1 V �1 U I FSU/5T//1/G Fl9G/L/r11F9 �PESUL T/NG O/,PEGTL Y Oe /NO/, 5CrZ Y F,POM h'/5 O/c1Ee,.jr1Ort/,5, G•QfiOE "d H V �I , , , V f!/HETHE,0 O,e /VOT ✓�• UGH 1"C/L/T/ES h'�PE 91510 //V OrV Th'E5E PLfI/V5. 1 �� �%�'� •rl, v '�. 1. W v 31 y J 4. 01 PE,PMIT sHi9LL BE OBTA/NEO F�POM Tf/E G/ry. OF .PfI/S clzo GUGAMoAlmi E1V61/UEE�P= �Ut"o TClPE CO�S/.ST. V! , Q V ��, � /A/ EP��TM� 1r FJP/ A EA fINY N O'PO,P% H E GTA- Al"? Y. i1//Th'/�t/ G/TY 1 f� V �. J t� g -114, �y, G1� r9NG G Cr9 O G SEME T ,P T 44 N S WO�PK S/TE A/VO EXTE�P/OSP STlPEET.S SHALL BE /N A NEAT, GLEAN, H/9ZAP0 F,PEE, V V 40 VG. h V W W aeol PL Y STATE, TH�PGY/G/YOC/T GON9T,PUGT/Or .. SITE 9,"ZL BE CLEAr✓EO UPON cf o/VTr'P.P�'YAN o o �` d f4 ,401-74.14 W J j ,PEQ�Esr c� rHE /.vsREcro,P �'= 380/ = 5d' !!G. 4 V l n 22.5 Y.4 /V r,6 CO/V7PAGTOP SHALL C0,41r, T 5A/VTA FE :Pr9/L POAO 4B HSPS. P.PIO,P TO STA,PT i OF coN6reUcrion/ 1'714) 38 7 - l2 58 , M� JERRY KRUPP• $ ' (► �. L = S5.93 P. /. = 7099 TD/" OF GUPB " 7. CA�/TAGT .4LL UT/L/TY COMFI4it//Ey /95 �PEQU/,PEO, ¢9 HOU,PS /�,P/D,P T17 EXCA!//9T/O/V. e �V� g I ; t� v O ^ "G.F. j 3?'SPT. HOOP/Z.: / _ ?O I . PPOI//CEO FOP YOU,P C0A1VEN/,/VCE ^e, F THE FOLLO!' 1/ VG rf 7 GEN25;0o L r.,=ZZ IOA !' 0,,P4M10Z06,POeIA/O 9,6;eVICE) ergoo) 422-4/31 67 i y v ,� Norte eel r7 1 /P F, 044.OrA. �i rt 50. Oo ' SOUTHE,P/V CAL /FO�PN/rr! Gf/5 CO. (7/4) 529- ?A1�9 op �'I• �`1.TO BTA. //t 85.00 /S 717 BE D. OS ' j 2/9/ E. B/�PCH Sr'PEET (714J 529- 7070 `!�� /7or'' V.. G. � �1 �/ V1 � pU� AB01/E OE8/CIN FLOWZ lAle ON �1• /0 /. _ �3�3 66 r j 3 50 E,gsr s/oE OF ST,PEET ' BPEr9 , CA 9262/ - Y �` �(✓` ME E,r'rsr. �` CC/C.1"0A1GA cOU/VrY wArE,P OisT,P/Cr 17/4j 179 7?59/ ti 9Yo41 SPIN ,6Z PF /fI,PO/NO ,POfIO _ _ � NA16'110 C4116-,-IM01116,11, Cf1 9/730 O h E OPO / A A E.P / lG 714 9-7474 r� + Erxt/v .aVE /l'1 rP L T /V W T O &TXT T ( J 59 e t� 0c10. BOX 54/99 T @ I I I 3f95 CU�PB ,PN T, � y, m v ` Q Q LOs flNGELES , 01 90054 @ III Q = 817'34'/9 L'� b1• p� �C V� W 1996/F/G TELE/"f/OrUE CO. (714 9- 5eo39 �O �� ekW �' 33 k,- 35.00' °p\ 0.4 W� V � a 0V W G/TY OF ONTARIO (714) 98(v•!!51 E,r.L3 n@ I III 23 o L �4 72 m V : 1� t� O J j �l j11 V �� �A �! UNDERGROUND SERVICE ALERT (USA) (5001 422-4133 �' I II �, w T = a @ y �.e '� z �/IC/LAITY TR Tp S S C ,qS WWW I ( ? N g�,,�j� O � W `v�y ��0c ��Qj �� �O ,�fG� /:/i/ P ©8 THE C ME THE CO MUST SSSAWAf�DED S "A"OR "C-/O"CONTRACTORS LICENSE AT 00 �\ �� I I u 4f?O l�" o�c Wc� �o k14% Q 14 b _ ��`�� �"' �\ a //A����� W �e o�m �l �;e W �` �� �-, G,PnvE /IVE. N.rs nJ *A SEFERATE ENCROACHMENT PERMIT IS REQUIRED BY THE CITY OF ONTARIO I I II ?O'er fr O a �� �'�� %k 0� *TO INCLUDE THE CITIES OF ONTARIO AND UPLAND ww'1• `11 I III W/ \ e A V "A � � � � O ♦ b q AlOR71 SCALE ° / "_ ?O' I I II I � �'� `V a� � � 0 IV � � � � t� O W � � V �V J I �� S/TE �, COMS'TiPUCTIO�t/ NOTE, �` 0e1,q&71,r1zrs I (l I I �>�33so v, M o o 01 in VIA o \g �V V' V NV1 1 QCONSTRUCT 4" A.C. PAVEMENT OVER 4�� AS . ......... 263 TON f4 CRUSHED AGGREGATE BASE INCL. PREP. OF 3USBASE.... 225 TON 90c/U5T EX/$T V,47Z P I -A� O `YIq �► , CONSTRUCT VARIABLE A.C. OVERLAY (.10 MIN) ................. f5 CC HEADWALL PER SSB. 00. RD. DEPT STD. 209A .... I EA l/fIL1/E5 T17 G,PryOE 11 f 5 p +►t I( o m l p v t� W O lQ, ✓Yrr�v AVE mmzx OF S t!l0 DSR I (DA v� FD �R117 0 0 �` x (19 514 S.F.) 220; TON 16 ADI. WATER VALVE COVERS TO GRADE PER CCWD 3TQ 4 ... '3 EA O0 3 CONSTRUCT 5" PCC CURB 8 GUTTER PER STD. 303... 243 LF. 17 J. SEWER MH. TO GRADE PER CITY STD.312• ..... 2 EA. Ilk g I �' I V1 CONSTRUCT 8" CURB ONLY PER STD . 30f ......... _ ............ 61 L.F. 18 ADJ. STORM DRAIN N.H. TO GRADE PER CITY M. 512.... 1 EA PER CITY OF offARID O # fps \ h I ; 2/$L0� W� ��U• 3 b \ v 4 CONSTRUCT PCC SIDEWALK PER STD. 310 6 311... 420 S.F. 19 XPOSE EXISTING 24" CMP; INSPECT, CLEAN, BACKFIL \� � �/� 5 CONSTRUCT H. RAMP AS SHOWN ON PLANS (4 EA.)....... 220 S. F. TRENCH..... .. ... L-3 EX/�T. 8 ~ - --- - - --- -- - - - /'013 �� 111 \ - 5.5 CONSTRUCT D/W APPROACH PER STD. 306 (MODIFIED TO WIDTH ® MOD/FY EXISTING BUBBLER HEIR ......... ........� L.S. ` g5 6l/O �7" f Q \ '� t' \\ IV . >- - - - - - 1" 1 e f, G' r _ AS SHOWN 8 0 CF ADJACENT TRACKS) 8" )WCK ......... 4 CA. - g"-, G� G/r)' OF .PA�[/G O CUC iY10 Cs.9 6 ®REMC'VE EXISTING AC PAVEMENT •• . • •. • : •• 45 C.Y. �3 /(�' ` t 60 "�` i _ i'O " `I/. EX/ST/NG /�t�11�iPOVEiLlEN1$ /�iP 7 INSTALL 24 $ CMP ......... _ ... .......... .... 25 L F. s NEW T#FLT cAslmo / ' Ear/$r. /O" G/TY OF UPLANO OING. # 5/-8/-/5 8 INSTALL CONCRETE COLLAR WItEBAR PER LA00. FCDSW. P -D398...1 EA EX/ST. /? " / / ! '� qn �' ivYqlorz�p ",I/IV "0�� �J . i a EX..P/K' \ 4 S ' W'yTE'P SIA/N CONSTRUCT WIR. C,F. CURB d GUTTER TO MATCH EXIST. C.8 G. 72 LF. • \ ` Ub• ^ � _ � - -. \ 9 ®CONSTRUCT 3 A.C. ON NATIVE sow... ........... 5 TON • ° / • �} 10 INSTALL TYPE "K'S IR -7" SIGNS .. ..... .... 4 EA. /22 e-101AI� 9 4 1 1! COLD PLANE • . !2'SO &F. ' I ' I / 6 GF -14.4 LONST NOTES tyTITLE BLOCK 3/26/87 R• R.C. G�O.r0' il/. 00'08 32 E. !2 REMOVE EXIST CURS S GUTTER ........ ....' ....IES LF. ..... Ls GENERAL NOTES 2/24/g &7&7' /7 13 MISG EARTHWORK , CLEARING S SRUS8ING ........ r YY 2 I EX/5T. /9'" ✓�EWE,P O /4 / 2 I j /O ` �� i E�1'/5T SEWEPM � o ul R� ^ X/.ST. 5E�1/E�PiGI.H. (Ad1USr r0 GRAD Ej Q GENERAL NOTES I/19/8. ��%• 3(o H.P. circ (/� OF4rE /1PPROVEO r 9 - -- h E�'/ST/Il%6 /tiIP�POt/E�t�IENT� J�E,P C/TY P wE� co�v �E Ego o / C/TY OF U�L*9N0 EX/.5T C///Ar•PYS.POUN / � COL[.9P C..�fP. � � OF •Pf1NGH0 GUGAMONGA Oh/G. •# ��i4 .A -CCE ~� /Z TELE/�iYONE OUGT 11 0' S I : �� BY � - - < 92 �� ,f r �' ��` 2=' Iv N - - - C/TY OF ONT�9 /O \ - -- - "w C.G.WO. (o b h fU - - .- -- , »�� A%� 5r� ) tc !o q� ^. E�J1/ I 7 t� �' '� i2 re8 S/ • /TY ENG/NEEAP ,PG.E. NS 2?1780 011 �/ o���a p 5 �� I� �y� ti $ I g �► �n a y f..l' N6 0� m cA�ri •v.. �� 11�ac:`' , ; 8 Q �, o 0 4 «Q� j Garr C/TY OF �Pf�/�/CYO CUCAMOA154 __11 � �/� • \ 5 15 /N✓�Ti9LL t/Evt/ �1 J ' � .�, yy, �. J �� � , r �� I� 11 } V ?4 y ENGW//9LL f�E,P N 0 e V1 I y h �o �� �� a , st�z�7 rv. 20v.9 S, O �ti H x ,�W V� ; \ ,orxr y �0 m •.r I e 5?f6 89 05-t p �. x Q N l4IoNFv000 Br •�.4vs,��� �--Z ��C`V W`e ��B��E,o0 � o 9r CJPB wrTi, Ove- v%W ZCMC�GENEPLrNE. /oistoPQ 9b•34'23�« ! •vo610A/Sr,P,11Cr�0A L-, 2 /,Oy,�SX 5 �2•i' y� Qc .UOTE ' I II cp -� (Or n% a Q ,PELOCATE /�i� ff9(52 •e J5. a0 / iV/Tf1/N 4.5 ' OF ,P L,� 4 3 GO'!/T'PilGTO'P /.S TO COLA S I II �(p� GUY L/NEIBY OTHE,P5) L 55 35' 3 S `9GGEN �t/rE;PL /mlor ,.. 6f07.67 E OT & N 172 • V �' T 35.35 � It�O . c%GE,t/T To GUrTE.e) TO , I ( III ALGO`✓ FO.P M/, .. a. la D//E.2LAY "K ►. .� 44• 30' Ir 44 30' -ds�tf 7&-.P y /f' r 4 3 OeOMF AVENUE - TY/"/CAL SECT/G T. / =86 N. r.. 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YO& /Pr 380/ 1 v lNATE'P il/lr9/N FE�9THE.P ze-m-4r 5El t/E,P 17,- TO cS EX/.5r UNOL__101en TELEPHONE DUG, f't/fl TE.PiYlr9//�/ � m 9 67 m� 66 65 LT Ost/�. 6,PAOE ^ AlO/Qry SCALE 67 66 s� �o�u5r EXiSr t�/ArEP /� Yf1L 1�E5 Tb GPApE 0TY11c, OF s /fLLOW ocaw M/it/. O.%v ' Ol/E.�L�9Y fUTC/,PE CONST. ON 8E& fT,PEET , so' Vc.V. n n L = 54.72' "Cl/ = 7/. 45 c� "N' %�P� ^ tN fyq0—_� N �1 -ioo 0000 �W1.00 .00e 1- 0 o 4 5%, 100/= 74.74 \ W Vii W / �P.POP. TOP OF \ d14 UPB�9 G ,�J 3? LT. 01/4 10 N ^� ^ � _ ��k 04�" _- -off 0 _ o - � � ` . I k�� 170, 81� f p N 1 o' 6 Cos to 000. 6 � mNO�PT.y SPA/L TO/- Of .� '` 74— �W 737.5 •� $O�C/TH �PAtL TLS OF SOUTH �Pfl/L J \ ` �� _ 4 '�Wm oriy 73 x`79 ¢` o ° /�iPOF/LE OF r&S A. r A t �P. �P. - i4 - -- — -- - - N. +� NO C/`/�'9/VGE5 /0.POF05E0 TO T/PflCt ELE!/"1 T/ON.�� G/IiEit/ elf E TO/a OF .PA/L 73 GE�t/E��9L NOTES 10' MEDIARj N �/. ALL �VOP� SHALL BE DONE /N fICGDPOf)NGE !V/rhe Tfi�E.SE /�Lr9N✓�• Tf/E G/TY OF rPr9NGH0 '1. W > I GUCfiMolvai 6TfiN0,,ge05, C'ALTRA NS STANDARD SPECIFICRA7 ONS rfJULY' 84 EDITION) FOR W 4=1" R LO TC ®ORKS Co S RUBCELECTRICAL ON CURREN� EDl �ON CONT ACTORNSHA� SB FAM ARNWI FOR AND SHALL L 4=2Yx"R ePVAIT. fS BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS - y l ". 7S RT+ + ? IfITE,P/ METE.PS, DSP SUB✓�'T.PI/GT(/�PES OF f/NY/NO, TELEF/10NE OSP /90�1/E�P POLES, 1/111Z YES F/SPE ETG. HYO�Pf/NT5 Sh'OWiV O,P NOT Sh'OWiV Oit/ Tf/E5E a' h , O� a %�Lfl/V5 W/TH/N THE ,P/Gf1T- OF- INAY L/M/r- OP //V .94c/fiGENT A�PEr9S WHE�PE /iY1P- �� C '�' I ' ` h �` 0 A70VFMEiI/T WO,PK /9 TO BE DONE SHfiLL BE , 15MOI/EOI ,PSL OCATEO OSP /9,POTEGTEO F ff0 U AMO/t/ fl �UT/L /TY 7 5, V. C. /Uq P. I. a STA. 10 t 23.00 g y P. /. EL. 71.30 for s /00'Y. G Pi = 7.00 iii, tz= 4.00 t FC/TL/IPE CONST. 4/4 oN 9El ST.PEET �n Id O .50'Y.G. Q/4 r�. CClPB �PE,?ZI^V L=5.593 P./. = 7068 N� vhf -- �1 00 �Co�c ^ ^ 74 /N PLflGE fi5 �PEQU/,PEO fIT NO C05T TO THE G/TY O f/NG G G G h - o. ?o -/, PLAIN - rYP/CAL A&MAN L /it/E L ocArroAv5 wE,PE TA,C-EN F,POM �PEGO,PO I9N0 WE,PE NOT L OGflTEO /N THE 1 _ t o F/EL D, L//W E55 Or//&c 119,5 NOTEp ON THE PL AV,) 033 735 i9NY C'©NT,Pf>'CTP,P PE,PFOAP/VI//VG WOA:A- ON 71/5 /',e0t1L- SffALL Fr9M/L/fl,P/ZE 1114f - I O 0' I D' MIED/AN•T YP. SELF TRACK 0 PV/TH THE ✓9/TE fINO i911RzL BE ✓�'OLEL Y lPESPONS/BLE FOWP ANY OflM�9GE TO ' gV i� ` v `j j ADItJs E� /5r/NG Fi9G/LITl,5_ lPESUL T/NG D/,PEGTL Y OSP /NO/�PEGTL Y F�POM H/5 OFE,PfIT/Oit/S, J O V j O OSE OF MEDIAN 11I�„ /'1/HETHE,P Oe NOT ✓�"UGfi Ff3G/L/T/ES r9�PE SHOI�tiN ON Th'E5E PLf1N5. V .L " H O hJ 6A7TER 3'/2 ¢. /I PE�PM/T SHfiLL BE oe9rj1NEO F;POM TiYE G/TY. OF ,PANGf/O Cl1C4MONGA ENG1A4Ffe 0 \ V r4 p d•.. /NG OEFf7PTMENT /��P/O?F TO h'�VY ENCPOfiCHMENT O.P CONST.PC/GT/ON f'I//Th'/�t/ G/TY `a�' FS AC PNMT. g.CF ��'NGHO G�/GfIMONGfi' Er9$EMENT OSP �P/GHT-OF- Wi9Y. LZ t W 5 WO�Pr S/TE ANO EXTE�P/OSP ST•PEErs Sh'.9LL BE /N fl NEflT, GLEr9N //r9ZAPl7 FlPEE, 40 ' VG. h V W V' W APDE,PL Y r11e 11611oUT GOrVSrxPIJGT/ON. S/TE 5Ht9LL BE CLEr9NEO UPON P/ 74./4 \ V ' ® �PEQC/E5T GLS' THE /NSFEGTO,P. S . mt ruoTE. EDIAN M P/ s X755 TR.- TOP OF RAIL G Id 0 ®6 0� on/Sr,P�icro ic� 41A38T N1258 Nr�M� �ERRY KRUPpS• P.P/O,P TO STA�PT / ,POP r0/� of c��Pa /�/POF/LE .9cl ILS e ; ° . E TAIL 7 Colvr,-4GT .?LL UT/L /TY COM,99N/Ey X95 1PEQU/CPEO, 49 HOM,P9 1,P/O,P ro ExC/111117101 —37'iPT fi�O�P/Z. /"_ ?O' l "=l'-0" P OI//DEO FOP YOU�P COrV1/Eit//ENCS h',PE THE FOLLOW//VG "= 2' GENE,PrS'L TELE/�/10NE IFO,P U//OE�PG�POUNO 5E'P(//GE� 1-�60i4J �27"4t32 # A � IF - Gurrz=P L/IP F,Povs' srfr. �/ tsa oo ✓r• 0111rHE,PN CfiL/FD1P1v114 6/19 CO. TRANSMISSION LINES:V7141) 7/4� 529- �18R9 TO ✓4r,4 //t 85.00 /S .7V BE O.O.s ' 2/9/ E. B/�PGh' ST�PEET © 7:30 A.M. -4:00 P. M...... 529- 7070 ABOVE OES/OR/ FLOM/L/NE O/V B�PE/i�, CA AFTER HOURS:.__...... (213) 689-2641 E.99T S/OE OF ST.PEET CUCr 100,V6i4 COUiI/TY WATE,P O/ST,P/GT 1714] 9187-259/ 1 � _k O Kj % /� 19L,41 //0 c�c�Mo GAO c�A 9/790 _&7I,P a ►�. O �fETiPOPOL /Ti4N !'l/fiTE,P O/✓rT.rtGT (17/4) 593 - 74 74 V V � .QVE PO. BOX 54/53 Ic k V Q L0.5 f1N66L E5 , CA 90094 '! I a 0 ►0 �� �� I se W 199C/F/G TEL EP�/ONE O. 11714)7/¢� C 9 - 539 CITY OF ONTARIO © (714) 46(01-1/5/ EY.403 J Q r H UNDERGROUND SERVICE ALERT ( USA ) Also for So. Calif. Edison and Gas Companies 1-( 900) 422-4133 l/�A�TY©8 T E CT/ME THE CONU� P01,SS S NAAjh S "A"OR "C -/O" CONTRACTORS LICENSE AT _ n AC 0 �0 .!_l) G,POVE wE .vrs. * A SEPERATE ENCROACHMENT PERMIT IS REQUIRED BY THE: C1 H_TY OF ONTAR!(., *TO INCLUDE THE Cff1E5 OF ONTARIO AND UPLAND s/rE ti COMfrAUCr10W N04FS 4` 496WtV71r1,Fs t� L 4-- _ Cb I` 1 CONSTRUCT 4" A C PAVEMENT OVER 4" A 8 ....... 263 TON 14 CRUSHED AGGREGATE BASE INCL. PREP. OF SUBBASE.... 225 TON (' O V .vEY�9P0 . ® V ® COWzTRUCT VAR1ti BLE A C. 0 ERLAY (.10' MIN) .... 15 CC HEADWALL PER SB CO. RD. DEPT STD. 209A ..... 1 £A AvE . (20,759S F) 220' TON 16 1.DJ. WATER VALVE COVERS TO GRADE PER CCWO SM4 .. 5EA O 3 CONSTRUCT 8" PCC CURB A GUTTER PER STV. 303. 243 LF i7 J. SEWER M.H. TO GRADE PER CITY STD.512 2 EA. CONSTRUCT 8" CURB ONLY PER STD 301. AND DETAIL .. 61 L -F 18 ADJ. STORM DRAIN N.H. TO GRADE PER CITY STD. 512.... I EA 4 CONSTRUCT PCC SIDEWALK PER STD 310 9 311 1820 SF 19 XPOSE EXISTING 24" CMP; INSPECT, CLEAN, BACSFIL -� _e/W 5 CONSTRUCT H. RAMP AS SHOWN ON PLANS (4EA.) .- 220 S.F. TRENCH. ... . .. L.S. \ 5 COIV57-RUCT D/W APPR04CH PER STD. 306 (MODIFIED TO WIDTH P� MODIFY EXISTING BUBBLER WEIR......... .. ...... L. S. AS SHOWN 8 0" CF AD,14CENT TRACKS) 8"r'HICK 4 A. I ® — 5 E. © CONSTRUCT "BRICK REO" COBBLESTONE Q O6 ® REMOVE EXISTING AC PAVEMENT 0 1,662 S. F PATTERN CONC. MEDIAN PAVING (WITHOUT /M/ ',('0 5"IFEVr✓4 /�P OINSrALL 24" -&CMP 25 L.F. G/TY OF UPLfiA10 OING. # 5/-9/-/5 INSTALL CONCRETE COLLAR WREBAR PER LA CO. FCD SM. 2-0393.. GROUT) .. 134 S.F . .. .. . .. ... . ....... . I A/r9TEx7MA/N CONSTRUCT VAR GF. CURB 9 GUTTER TO MATCH EXIST. C.8 G. 72 L. F. GENERAL AND CONSTRUCTION NOTES G i7 97 R. R. 9TSLAND-®CONSTRUCT 3" A.C. ON NATIVE SOIL �'A�INTC, SEN ....... S TON NOTES. GAS MAIN ELEVATION 611187 R. R. C. (VEIN A/4/4 F, IO INSTALL TYPE "K"8 "R-7" SIGNS .. .... 4 EA. 4 PROFILE $ CROWN SLOPES S// 5/07 7r.7K C. ��// I �Tl It WCOLD PLANE (DEPTH= 0.10') • • • ...2250 S.F. Z� Q ®� GEN �(-ONST NO7E5 4TITLE DLOGK go'a 12 REMOVE EXIST. CURB A GUTTER .125 LF. ` 13 MISC. EARTHWORK, CLEARING 8 GRUBBING.. .. .. . LS GENERAL NOTES 2/24/87 R. R L` CUrP.B � 6l/TTE�P �-, F L� N cz� . E,rIST1N6 /�yP,PO!/E.NIENrs /E,P C/TY OF, •Pflit/GHO CUGAMONGA DWG. *,V&4 (D wz1 /"fv /y/�ll/O GUPB ,�ETI/��t/ OATi9 - _ le/w O I 4 G�P01�E flYEI�/UE - rMICAZ SECT/ON W. I, v \4 �,/ / v / V QC r�. CClPB �PE,?ZI^V L=5.593 P./. = 7068 N� vhf -- �1 00 �Co�c ^ ^ 74 /N PLflGE fi5 �PEQU/,PEO fIT NO C05T TO THE G/TY O f/NG G G G h - o. ?o -/, PLAIN - rYP/CAL A&MAN L /it/E L ocArroAv5 wE,PE TA,C-EN F,POM �PEGO,PO I9N0 WE,PE NOT L OGflTEO /N THE 1 _ t o F/EL D, L//W E55 Or//&c 119,5 NOTEp ON THE PL AV,) 033 735 i9NY C'©NT,Pf>'CTP,P PE,PFOAP/VI//VG WOA:A- ON 71/5 /',e0t1L- SffALL Fr9M/L/fl,P/ZE 1114f - I O 0' I D' MIED/AN•T YP. SELF TRACK 0 PV/TH THE ✓9/TE fINO i911RzL BE ✓�'OLEL Y lPESPONS/BLE FOWP ANY OflM�9GE TO ' gV i� ` v `j j ADItJs E� /5r/NG Fi9G/LITl,5_ lPESUL T/NG D/,PEGTL Y OSP /NO/�PEGTL Y F�POM H/5 OFE,PfIT/Oit/S, J O V j O OSE OF MEDIAN 11I�„ /'1/HETHE,P Oe NOT ✓�"UGfi Ff3G/L/T/ES r9�PE SHOI�tiN ON Th'E5E PLf1N5. V .L " H O hJ 6A7TER 3'/2 ¢. /I PE�PM/T SHfiLL BE oe9rj1NEO F;POM TiYE G/TY. OF ,PANGf/O Cl1C4MONGA ENG1A4Ffe 0 \ V r4 p d•.. /NG OEFf7PTMENT /��P/O?F TO h'�VY ENCPOfiCHMENT O.P CONST.PC/GT/ON f'I//Th'/�t/ G/TY `a�' FS AC PNMT. g.CF ��'NGHO G�/GfIMONGfi' Er9$EMENT OSP �P/GHT-OF- Wi9Y. LZ t W 5 WO�Pr S/TE ANO EXTE�P/OSP ST•PEErs Sh'.9LL BE /N fl NEflT, GLEr9N //r9ZAPl7 FlPEE, 40 ' VG. h V W V' W APDE,PL Y r11e 11611oUT GOrVSrxPIJGT/ON. S/TE 5Ht9LL BE CLEr9NEO UPON P/ 74./4 \ V ' ® �PEQC/E5T GLS' THE /NSFEGTO,P. S . mt ruoTE. EDIAN M P/ s X755 TR.- TOP OF RAIL G Id 0 ®6 0� on/Sr,P�icro ic� 41A38T N1258 Nr�M� �ERRY KRUPpS• P.P/O,P TO STA�PT / ,POP r0/� of c��Pa /�/POF/LE .9cl ILS e ; ° . E TAIL 7 Colvr,-4GT .?LL UT/L /TY COM,99N/Ey X95 1PEQU/CPEO, 49 HOM,P9 1,P/O,P ro ExC/111117101 —37'iPT fi�O�P/Z. /"_ ?O' l "=l'-0" P OI//DEO FOP YOU�P COrV1/Eit//ENCS h',PE THE FOLLOW//VG "= 2' GENE,PrS'L TELE/�/10NE IFO,P U//OE�PG�POUNO 5E'P(//GE� 1-�60i4J �27"4t32 # A � IF - Gurrz=P L/IP F,Povs' srfr. �/ tsa oo ✓r• 0111rHE,PN CfiL/FD1P1v114 6/19 CO. TRANSMISSION LINES:V7141) 7/4� 529- �18R9 TO ✓4r,4 //t 85.00 /S .7V BE O.O.s ' 2/9/ E. B/�PGh' ST�PEET © 7:30 A.M. -4:00 P. M...... 529- 7070 ABOVE OES/OR/ FLOM/L/NE O/V B�PE/i�, CA AFTER HOURS:.__...... (213) 689-2641 E.99T S/OE OF ST.PEET CUCr 100,V6i4 COUiI/TY WATE,P O/ST,P/GT 1714] 9187-259/ 1 � _k O Kj % /� 19L,41 //0 c�c�Mo GAO c�A 9/790 _&7I,P a ►�. O �fETiPOPOL /Ti4N !'l/fiTE,P O/✓rT.rtGT (17/4) 593 - 74 74 V V � .QVE PO. BOX 54/53 Ic k V Q L0.5 f1N66L E5 , CA 90094 '! I a 0 ►0 �� �� I se W 199C/F/G TEL EP�/ONE O. 11714)7/¢� C 9 - 539 CITY OF ONTARIO © (714) 46(01-1/5/ EY.403 J Q r H UNDERGROUND SERVICE ALERT ( USA ) Also for So. Calif. Edison and Gas Companies 1-( 900) 422-4133 l/�A�TY©8 T E CT/ME THE CONU� P01,SS S NAAjh S "A"OR "C -/O" CONTRACTORS LICENSE AT _ n AC 0 �0 .!_l) G,POVE wE .vrs. * A SEPERATE ENCROACHMENT PERMIT IS REQUIRED BY THE: C1 H_TY OF ONTAR!(., *TO INCLUDE THE Cff1E5 OF ONTARIO AND UPLAND s/rE ti COMfrAUCr10W N04FS 4` 496WtV71r1,Fs t� L 4-- _ Cb I` 1 CONSTRUCT 4" A C PAVEMENT OVER 4" A 8 ....... 263 TON 14 CRUSHED AGGREGATE BASE INCL. PREP. OF SUBBASE.... 225 TON (' O V .vEY�9P0 . ® V ® COWzTRUCT VAR1ti BLE A C. 0 ERLAY (.10' MIN) .... 15 CC HEADWALL PER SB CO. RD. DEPT STD. 209A ..... 1 £A AvE . (20,759S F) 220' TON 16 1.DJ. WATER VALVE COVERS TO GRADE PER CCWO SM4 .. 5EA O 3 CONSTRUCT 8" PCC CURB A GUTTER PER STV. 303. 243 LF i7 J. SEWER M.H. TO GRADE PER CITY STD.512 2 EA. CONSTRUCT 8" CURB ONLY PER STD 301. AND DETAIL .. 61 L -F 18 ADJ. STORM DRAIN N.H. TO GRADE PER CITY STD. 512.... I EA 4 CONSTRUCT PCC SIDEWALK PER STD 310 9 311 1820 SF 19 XPOSE EXISTING 24" CMP; INSPECT, CLEAN, BACSFIL -� _e/W 5 CONSTRUCT H. RAMP AS SHOWN ON PLANS (4EA.) .- 220 S.F. TRENCH. ... . .. L.S. \ 5 COIV57-RUCT D/W APPR04CH PER STD. 306 (MODIFIED TO WIDTH P� MODIFY EXISTING BUBBLER WEIR......... .. ...... L. S. AS SHOWN 8 0" CF AD,14CENT TRACKS) 8"r'HICK 4 A. I ® — 5 E. © CONSTRUCT "BRICK REO" COBBLESTONE Q O6 ® REMOVE EXISTING AC PAVEMENT 0 1,662 S. F PATTERN CONC. MEDIAN PAVING (WITHOUT /M/ ',('0 5"IFEVr✓4 /�P OINSrALL 24" -&CMP 25 L.F. G/TY OF UPLfiA10 OING. # 5/-9/-/5 INSTALL CONCRETE COLLAR WREBAR PER LA CO. FCD SM. 2-0393.. GROUT) .. 134 S.F . .. .. . .. ... . ....... . I A/r9TEx7MA/N CONSTRUCT VAR GF. CURB 9 GUTTER TO MATCH EXIST. C.8 G. 72 L. F. GENERAL AND CONSTRUCTION NOTES G i7 97 R. R. 9TSLAND-®CONSTRUCT 3" A.C. ON NATIVE SOIL �'A�INTC, SEN ....... S TON NOTES. GAS MAIN ELEVATION 611187 R. R. C. (VEIN A/4/4 F, IO INSTALL TYPE "K"8 "R-7" SIGNS .. .... 4 EA. 4 PROFILE $ CROWN SLOPES S// 5/07 7r.7K C. ��// I �Tl It WCOLD PLANE (DEPTH= 0.10') • • • ...2250 S.F. Z� Q ®� GEN �(-ONST NO7E5 4TITLE DLOGK go'a 12 REMOVE EXIST. CURB A GUTTER .125 LF. ` 13 MISC. EARTHWORK, CLEARING 8 GRUBBING.. .. .. . LS GENERAL NOTES 2/24/87 R. R L` CUrP.B � 6l/TTE�P �-, F L� N cz� . E,rIST1N6 /�yP,PO!/E.NIENrs /E,P C/TY OF, •Pflit/GHO CUGAMONGA DWG. *,V&4 (D wz1 /"fv /y/�ll/O GUPB ,�ETI/��t/ OATi9 - _ le/w O I 4 G�P01�E flYEI�/UE - rMICAZ SECT/ON W.