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HomeMy WebLinkAbout1467-S r_1 r-I t-J L J LJ r_1 r-I R73-3 A L-j r n R73-2 L J APN 210-3, 91-002 APN, 210-391-001 EXIST. R.O.W. (TYP) APN 210-391-008 APN 210-381-022 S. R26(S)l COMMON* 0 4NG7"FOURTH ST." a Ov a ps 0 R26(S) pp Tspall 0 0 pp 0 M av (0 pp W41 PR26(S) pp R26(S) w 0 01 ST LT 01 pp &35 GV 7=71— ov w 100, Typ lr� EXIST. C & G -7 w 0 "M .1oftWo"' ""NOW to -- -- -- -- -- -- 0 4 0 ff]"SIGNAL AHEAD" w to 9� nog"" nmonft� W) ft + + N F 11 C4 1 (A V_ 0 99+00 3-6 ............ 9 [9,R73-5. TYPE ",K" 3+00 4+00 EXIST. MEDIAN 6+00 7+00 8+00 + 00 ci R IRR IRR +00 tRR IRR 0 IRR 27a_ > 00 G F _0 R73-6' Cq 04 G t HAVEN AVE. H' '' I. %_ V�_ — nonoW w*wgm omgg� Ogno0m 41 5 U) > [Til 7 Rl"SIGNAL AHEAD" le0000, noo� w 00000w -*-Won* t4 :3 ci� (03 14ft e,.r 1%, TYPE '"L ps 0 1 92,R48 SIGN f no==_ P-10 [9 ­ 1 , NEW E.P. MARKER B,R26 M 4009AW00 W41 D R26 r-t BUS StGN C4 EXIST. R40.,W. OYP) 0 C4 R26(S) P L J L J PIS "TRUCKS MUST USE..." L J Z 0 .00, "0, rl r + L J w,"c L J APN 210-081-021 APN 210-081-019 r MI 00(A R73-3 L[i R73-2 B HAVEN AVEO 60.00' 60010 F`UTURE R/W 120.00 4TH, ST* SCALE I 4V 5Q.00# 25.00' 25.00 , z AV APN 210-381-001 APN 210-072-006 Q M APN 210-381-023 8 8 EXIST. R.om. (7yp) + Von, rN w A/. awwww"M "Awma =wwwwo owampow, --*No Ramaw amomoson avommono 40001009 &S + + pp N W E.P. 0 (4 0 R26(S) 0 0 t NEW E.P. pp R26(S) w EXIST. C & G EXIST. C & G STIT. 1, , r w 00 (A w 8 8 w ftoggo� "w"woo rz 0) "D — -.4 0A.Mmo I...g" F' 0 V_ 000*0A An"— "*womw n0wow ."woo .00"Ift n.."wo "now "'"'n, + "nowo —wo" ","nP *.1poopp _mp�w .00000 0 N - z f 4 4' + k 18+20 19+00 0 14+00 15+00 16+06� - -- — —J__ -- — —_ — -_ — — -_ — , + -§+_00 0+00-4 17+0_0_ 40 11+00 0 EXIST. MEDIAN TYPE "K" 'Y MAR, 'ER 'K" D aww� '8, goww­ awaso...............M.....W-00ow. 8 w _.A M V_ 0 .wwon .4 w F V.- :3 W :3 IRR 0 ><�7 CONC. ",0A Y I ST.LT. 0 ST.LT. FS VLT. wM GTE MH NEW E.P. rolf"S VLT. [NR26(S) R26(S,,),,,,, A,G7 "SIXTH ST." b _4t 0 SUT. [N"NEIGHBORHOOD EXIST. C G co oce- R26(S) EXIST, C G ow. st.ow. (TYP) A R26(S) AL w WATCH" 0 STI) + + 0 01 0,;;p- 0 APN 210-081-017 ST.LT. Of DOUBLE YELLOW LINE HAVEN AVEO OR ME61AN CU08 FACE, 7'YP9 'OK' 21i Z AlARXF-IR u L WR 41.00' 41.00' L 30' ;5* 10 in �00�' TRADEMARK PARKWAY (N) UIN/E 2 MIN. SEPAR,,ATION 4 A0,0E0 901.. Y94J-OW 5rR/P9 AAID 516Al IIVSTAI-L 10,11 �IPFZR PM /7499 OY A SSOCIArED E)VC?1N9F—R9 11-15-0(e �JA&-- CITY 6 MIN. SEPARATION--i DESCRIPTION OF REVISION DATE CONSTRUCTION NOTES* LINE APPROVED#- 4- LANE 4� WHITE LANE LINE WITH TYPE G RPM. EXISTING/PROTECT IN PLACE -, THF U L 'E ' UCAMONGA w CITY OF RANCHO C z EXP."06M, /07 Is 4� WHITE EDGE LINE. REMOVE SIGN 10, OA4.)e 6' WHITE CHANNELIZATION WITH TYPE G RPM. RELOCATE SIGN 1 2� WHITE INSTALL SIGN 9035 Haven Avenue, Suite 105 4 LINE ...... Rancho Cucomonga, Colifornia 91730 HAVEN AVENUE 4� SOLID WHITE LINE WITH TYPE G RPM. PAINT LEGEND/MARKI,NG 2 MIN. SEPA. I I, !tl (714) 944-5400 THRU OR RIGHT 10 24 -C'. PER R.C. STD. NO.407 PAINT TRAFFIC STRIPING 00-6 MIN. SEPA. TURN LANE' STA. 0+00 TO STA. 20+0,0 TYPE H RPM AT 0 cq ow DATE6� (D TYPE A RPM AT 10' O.C. REMOVE TRAFFIC STRIPING CON,SULTANTS INC CIAL ENGINEERING SURVE'YING APPROVED BY TOP OF CUR,183 CITY ENGINEER R.C.E. No. RAILROAD CROSSING MARKINGS PER CALTRANS DETAIL INSTALL RAISED PAVEMENT MARKERS OMMENDED DESIGN ft C 00 PAINT WHITE ARROW PER CALTRANS DETAIL. INSTALL 6'x6` LOOP DETECTOR. No. 1 (UNLESS NOTED OTHERWISE) CITY OF ONTARIO GOA (9 4� DOUBLE YELLOW. 0 DRAWN xp A_ EME L Loop DETECTOR PLAC NT (TYR) ��=I By HN 17 38 REFER TO PLAN FOR DISTANCE 4V — NOTE: REMOVE ALL CONFLICTING STRIPING "J? OF BY WET SANDBLASTING. TO ADVANCE OFnCTORS VT. CITY ENGINEER R.C.E. No. D CHECKED DRAWING NO. ACCEEP M, BY 2ZwfAL R11T.E. l4o.-ILI-3 CITY NGINE R.C.1E. No. D 4AE )ATE FILE, NO. 5036T1 W!Tl =T �N SIXTH STREET E R73-3 88.00' 100' 44.00' 4.{,0 + orc N APN 210-072-011 / r riW APN 209-262-020 L TS QD R26(S) SwAH 11 PP E R 26 EXIST. R.O.W. (TYP) n PP f 8 _ -. 8 _ r-1 0 3 N NEW E.P. o N PP o TSPe \ TSPS I 0 ❑D R26(S) 0i O SLPB ©"OMNI BEU " TgPe N W W BUS BAY 5T L ST LT. XI T. do G ST.LT. I E R26 TSPS 0 Ja T UJI 0 W — g — — — — — — 1 — — — — �-� — — — — — ►: B R73-2 F 4 i �, 10 ❑D R73-5 N F 3 N O O — — — — — — — — — — — — — — — — — — — — — — — — — TYPE "K" + g ♦ +00 22+00 0 i — 7 iH 6 2-3'+'T00 r 1► E 10 24+00 0 25+00 p MARKER + + 28+00 29+00 M g — - - - -- n N i r+i lid 6+00 27+ + + o +_ o ----— -- o n N h h+ • M N > EXIST. MEDIAN N O F 3 F 4 o N I H 7 B E N �} 1 EXIST. MEDIAN y i� H O C TYPE "K" H t~/f "SIGNAL AHEAD" N > $ F 1 w F 5 ❑D g E❑— — — — — — — — F 4 MARKER — $ — O — — — — — — W g o W "' — `„ to I o — F 2 — 2.0 � — I — - — F 2 — — — — — J 0 — I[BTYPE LsT.Lr. _N❑ EXIST. c aci R26(S) _ + 'C"41 D❑MAKI�IZ NEW E.P. Q I I V WGTE �� J L J_J L J TSPS B R26 ©"BUS ©R26 �„ D❑R26(S) D R26(S) 8 [NR26(S) \ [� B R26 /� ❑D R26(S) NEW ©R26 � [] � 100' U o EXIST. R.O.W. (TYP) _T CURB do GUTTER + EXIST, R.O.W. (TYP) B R26 ao J r T J r� o s APN 210-061-014 N M APN 210-081-013 T P9 I J I LI-L-J L J TSP APN 209-411-023 41 nD R73-3 120.00' I I HAVEN AVE , HAVEN AVE * ME SCALE : 1" 40' M 8 do APN 209-262-019 EXIST. R.O.W. (TYP) APN 209-262-018 APN 209-262-017 + ©R26 p ER26 Ln N ❑A G7 "SIXTH ST." ©R26 ER26 N R26(S) ©R26 Bus SIGN ER26 TSPBB W + EXIST. C & G + ST.LT. I N ST.LT sT.LT. I D R26 S ST.LT. I ST.LT. I p R 2 6 S EXIST. C • G D R26 S I sT.LT. � _ — ❑DR26(S) — - - -"' - - - 0❑R26(S) - - - - - - - -I ❑ ( )- - - - - - - - - - / \ - - - - ( ) — - - - - - ❑ ( ) _ M — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — 4- `� — — `° 8 Lai 8 E❑"SIGNALtAHEAD:' —o S — — — — — F 1 — — _ o — — — — — — — — — — — — — — — — — — — — — — o W to 035+00 36+00 37+00 EXIST. MEDIAN C c 0 _ - ()K r 31+00 i 32+00 33+00— 34+00 �- o o — — 38+00 —_ _39+00 _— + 8 g $L — — -� — — — — — -- iN T EXIST. MEDIAN iv I O _ — — — — — — — — _ o — — �O $ N > E❑"SIGNAL AHEAD"— — — — c — — — — n o — — — — — — — — — — — — — — — — — — W — — — — — — — — — — m F 2 fn > N m I + + W o J I ST.LT. - -- LOI ST.LT, 9 TSPS- SLPB I ST.LT. yrM T NEW CURB Ac GUTTER NEW E.P. N R26(S) A❑ R26(S) _ + EXIST. C dt G SPS = ER26 $ M ©G7 SEVENTH ST. U L) O N H F- D R26 S $ 3 � EXIST .D . R .W. (TYP) 0 + m APN 209-411-024 z m� �., APN 209-411-014 M o APN 209-411-001 100• + o w pn wUU n + W CA AVE ,HAVEN CONSTRUCTION NOTES: DESCRIPTION OF REVISION DATE APPCITY ROVED: (D 4" WHITE LANE LINE WITH TYPE G RPM. QA EXI S71N G/1PROTECT IN PLACE 20 4" WHITE EDGE LINE. ❑8 REMOVE SIGN CITY OF RANCHO C U C A M 0 N GA 0 8" WHITE CHANNELIZATION WITH TYPE G RPM. © RELOCATE SIGN G) 12" WHITE ❑D INSTALL SIGN STRIPING AND SIGNING PLAN Q 4" SOLID WHITE LINE WITH TYPE G RPM. E❑ PAINT LEGEND/MARKING HAVEN AVENUE © TYPE H RPM AT 24' O.C. Q PAINT TRAFFIC STRIPING FROM STA. 20+00 TO STA. 40+00 Qi TYPE A RPM AT 10' O.C. © REMOVE TRAFFIC STRIPING t ® RAILROAD CROSSING MARKINGS PER CALTRANS DETAIL PH INSTALL RAISED PAVEMENT MARKERS APPROVED BY 001, .1 DATES -00-mss CITY ENGINEER R.C.E. No.-IIKS3 Q PAINT WHITE ARROW PER CALTRANS DETAIL. ❑I INSTALL 6'x6' LOOP DETECTOR. _ . <' DESIGNS RECOMMENDED (UNLESS NOTED OT14ERW(5E) GOA A. O: K�MOVEt AU- coNrr+l 51N �511cIPItJC� 9035 Haven Avenue, Suite 105 Cz (y'( W�'(' SANDb1A TI Rancho Cucamonga, California 91730 DRAWN i, m SWEET (714) 944-5400 HN Fxr w/>p/w_ 1 g OF 38 CHECKED DRAWING NO. CONSULTANTS - INC CIVIL ENGINEERING • SURVEYING F3M�' Ute— IY67–S DATE F. 5036T2 J r-I L J o O II II U 100' TYP. O 0 r-i r �w + O t L J L I APN 209-251-014 + —� APN 209-242-005 J I� 0 so r-i r c o �� EXIST. R.O.W. (TYP) 41 \ d� EXIST. R.O.W. (TYP) L J TSPS 8 O O ♦., TSP 7D � ❑A R26(S) ❑A R26(S) ❑ „ ❑D R26(S) ❑D R26(S) ° / \ N N 0 NEW E.P. 0No E IST. C & G I I A G7 SEVENTH ST. I Bus SIGN`W —LA 11 1 I ST.LT. T� TSPB ©R26 T.LT. — ©R26 I /rA 2 m oo I F 5 — — — — — — I — — F I — nSIGNAL AHEAD ❑E — — — — � D R73-2 ''' — F 3 — --- — MEDIAN C14EXIST . ^ M N O �I O o _ 0 + _1 E o _ o + nn r 43 I 44+00 — 4 +30 46+00 47-+�00 4 +00 49+00 o O o TYPE "K" on- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r2i: — — — — — O ❑ MARKER D EXIST. MEDIAN oV~1 ❑D R73-2 — — — — — — — — — — -� — — — — — — — — — — —F 4 Z — — _ — _ _ _ _ _ _ — _ _ — _ _ _ _ _ _ _ _ _ F 4 _ _ _ _ _ _ _ _ _ _ = _ _ _ _ _ _ = Z I �5LP6 o SLPB ST.LT. ST.LT. ST.LT ST.LT. SLPB SLP I �° ST LT.I 1 J IN .J I � � � BUS SIGN EXIST. C do G I X E IST. C do G PB A R26 S A R26 S A R26 S A R26 S _ [A]R34 B ❑A R26(S) ❑ ( ) ❑ ( ) � ❑ ( ) ❑A BUS ❑A W47 ❑ ( ) U TSP _ , STOP J J EXIST. R.O.W. ~ Q o APN 209-401-013 EXIST. R.O.W. (TYP) �0 1 E ,� APN 209-401-001 �) � �! 0 I ❑ i � N ,00• 0 1 rT� I o + + + TYP. LJ_J L0 U U U w � m � w � II II II II 30.00' 1 30.00' 30.00' 30.00' 60.00' 60.00' SEVENTH STREET ACACIA STREET HAVEN AVE9 EIGHTH STREET �" w • 50.00' SCALE 1 40 HUMBOLT AVENUE O u L 40.00' o O Fa O O N t0 O � m �JSIGN 2' I O APN 209-242-007 + OD +CY I ST.LT. APN 209-131-002 LO 0G7 I t h �+ WIRE FENCE EXIST. R.O.W. WIRE FENCEEXIST. R.O.W. METAL FENCE "EIGHTH ST." <j ,Nn RR BOX e' \ 0 0 0 0 0 0 o O O O oI o ,S,GN � 5 " P--� � i l JGTE MH o S \� o o� / \ M�Bo GTE MH W W N NEW E.P. \\ I RR BOX NEW E.P. o NEW E.P. O W RS \ �R R rE EXIST. AQ BE M A W47 � ` EXIST C B G I 10 � a � � I ❑ m ❑A R 1 _ - _ _ _ - a � ❑A TYPE L � ----- -- - _� �- - � - - --� E 4 os N o >C W oW — ❑ 2— — � — — o — — — — � — — E 8 — F 2 - — — — F I — — — o o N — — F 1 0 — — — — — F 5 — — — o at- '�' F 1 _ _ _ _ _ _ _ _ _ _ _ _ _ M O O _ _ _ _ _ _ _ _ _ _ _ o 0 0 51—+00— 52+00 Ra SIN z"IN 54+00 55+00 56+00 57++00 H 58+00 59+00 0 - O ,n — — — — — — — — — 3+`QQ — — — — — — — ih EXIST. MEDIAN F ( E 4 EXIST. MEDIAN '� Vl > EXIST. MEDIAN ®TYPE L,WBI F 1 > E❑"SIGNAL AHEAD" I N b _ F 2 to > Z (0 Llj 0] P rFF?-1; - 4 ------ p J I ST.LT.I IRS ©-Y L P sT.SIGN TSPS I ST.LT. EXIST. C & G '�7EX1ST. C !�G pp PP + P + PP _ ❑A R26(S) A R26 S W81RR -IN(3 PP o NEW E.P. o n n o, 0 -0 U (� FS VAULT ❑ ( ) I RRIBOX o v' ©G7 JERSEY BLVD Ln O �- N EXIST. R.O.W. 8' EXIST. R.O.W. N I � APN 209-401-013 CQ N , APN 209-143-002 AVEHAVEN n + 91.35' _� • d I DESCRIPTION OF REVISION DATE APPROVED:CITY CONSTRUCTION NOTES: 1Q 4" WHITE LANE LINE WITH TYPE G RPM. ❑A EXISTING/PROTECT IN PLACE CITY OF RANCHO C U C A M 0 N G A 20 4" WHITE EDGE LINE. © REMOVE SIGN O3 8" WHITE CHANNELIZATION WITH TYPE G RPM. © RELOCATE SIGN STRIPING AND SIGNING PLAN Q 12" WHITE ❑D INSTALL SIGN HAVEN AVENUE 0 4" SOLID WHITE LINE WITH TYPE G RPM. ❑E PAINT LEGEND/MARKING FROM STA. 40 0 STA. 60+00 © TYPE H RPM AT 24 O.C. F❑ PAINT TRAFFIC STRIPINGAC Di TYPE A RPM AT 10' O.C. © REMOVE TRAFFIC STRIPING APPROVED BY �� DATF�-��4p 3 CITY ENGINEER R.C.E. No. s0 RAILROAD CROSSING MARKINGS PER CALTRANS DETAIL ❑H INSTALL RAISED PAVEMENT MARKERS DESIGN V No. 11937. Z� RECOMMENDED to fn L 0 /�/J 4" YELLOW I❑ INSTALL 6'x6' LOOP DETECTOR. 9035 Haven Avenue, Suite 105 GAO k rxp 7p T'4 to PAINT WHITE ARROW PER CALTRANS DETAIL. (UNLESS NOTED OTHERWISE) F� - Rancho Cucamonga, California 91730 DRAWN J,�* TR tG \� ET (714) 944-5400 HN ,�, AFF ��, 19 of 38 r CHECKED CA O DRAWING NO. NOTE'. WOW AU- GONN.I01196 SMrlub CONSULTANTS - INC CIVIL ENGINEERING SURVEYING _ L/ �f 5ANd13l.AhtlNb gj, LE No. /�6 / -� OYW DATE FILE N0. TWENTY60.51XTH ST. APN 209-131-002w 30.00' 30.00' 0 APN 209-131-001 = ©R1 0 F g APN 209-092-004 EXIST. R.O.W. V' C.L. FENCE A G7 SIGN c E❑ W) EXIST. R.O.W. C.L. FENCE o 0 "TWENTY SIXTH ST." 0 0 0 0 0 0 0 / I V.1 O o O PPPP PP PP / dOIS o PP �� » ° ci NEW E.P. \ VAULT" NEINT.P. ° 100' TYP. -� J GTE H o C G7 JERSEY BLVD. NEW E. = o �\ » o NEW E.P �g G7 TWENTY SIXTH ST.- 0N BUS BAY TSPs _ — — — 3 O LAJ F 2 — — — — — — -- — F 2 — E❑® F 2 — — — a � — — — — F 2— — � m —o E ® LF 5 — — — ,� I F 5 F 1 < N QE "SIGNAL AHEAD" oo tO O — — EXIST. MEDIAN TYPE "K" ;� 'n N O O 61+00 6WOO 64+00 F 3 iO 67+00 00 68+00 69+00 - + � O o — - - - - - — �— MARKER + + ^0 65+00 — - - - - - - - - - - - - - - - - - o + - — , _ E _ n 9 o _ O �- -o= - a - T- — — 66+00 -� t° H v I� to 63+00 EXIST. MEDIAN a -o F 5 —0 — — — — — — — — — — — — — — F � — — — — — — — — — o � o o — — — — — — — — — — — — — — — — — — — — — — — — — — — — —6 o W F 2 E 4 `O F 2 ZD W Z _ Z_ R 66:�, 41 1 STTL 8 I BUS SIGN ST. —r J _ NEW E.P. lwV op ° TSPB EXIST. C do G i BUS BAY P pp EXIST. C dt G pp U s a QA R26(S) © ©R26 PP ©R26 ©R26 ° B[] R26 RSf — —— — — — — Q RSD J LJ LJ [D]R26(S) [D]R 6(S) DR2 S) QD R26(S) Q � EXIST. RR.O.W. IG��S IG. x � EXIST. R.O.W. r-I r� J LJ LJ w EXIST. R.O.W. APN 209-143-002 0 o APN 209-144-040 APN 209-144-038 APN 209-144-055 100' TYP. 0 Sp tl o C i + Z tp + C-4 PO 40.00' 40.00' 80.00' APN 209-144-039 JERSEY BLVD . HAVEN AVE , 41s SCALE : '• = 40' ARROW ROUTE U U W O m 0 tE o a a CD r� r r-I O + APN 209-092-004 + + L J L LJ + o � r n Q C.L. FENCE C n Q EXIST. R.O.W. O r < ©BUS r I I L J co N L J QA TYPE L W O O � T ��,SIGN / SP o Flp �— o NEW E.P. 10 � ° � W pcv N I WM GTE MH W NEW E.P. GTE MHO pp BUS BAY / _ F 4 F 2 � N � s o F 2 r; p — — tai o -o o � Q TYPE K Fo QR73 n♦ MARKER N06 O in 79+40.84 N- 3 or lL _ o 79+42.59 S. 00 • — o O 71+00 72+00 —73+00 74+00 75+00 '` �6+�1a® 77+00 78+00 HAVEN AVE. g0 00 0 o 79+00 00 M to EXIST. MEDIAN o � N I TYPE E _ R73-2 MARKER 0W D"SIGNAL AHEAD" (A D F 1 QH o Z r J iro is to D F 3 W to (o AIM F 4 _Z H ExlsT. c a� c I pp A R2*6 .LT7— o -fi _ — gip= _ — n — — _ —_ _ = r=_ I = ©R26slcN PP r` tAR26(S)/W41 PP ®R26(S) I ,.LT. Tsps sr.LT. I A R26 S 1 r� r, r np�Lpe � I � I LJ � ❑D R26(S) o a- NR18 �p G7 "ARROW RTE" EXIST. C & c �A Rlg A R35 Ps 0R26(S Q N W + 0 EXIST. R.O.W. APN 209-144-057 r r r APN 209-144-056 EMT. R.O.W. L J L J L J 100' TYP. a I) 50.00' 50.00' HAVEN AVE * 100.00' CONSTRUCTION NOTES: CITY DESCRIPTION OF REVISION DATE APPROVED: 10 4" WHITE LANE LINE WITH TYPE G RPM. QA EXISTING/PROTECT IN PLACE CITY O F RANCHO C U C A M O N G A 20 4" WHITE EDGE LINE. © REMOVE SIGN Q 8" WHITE CHANNELIZATION WITH TYPE G RPM. © RELOCATE SIGN 0 12" WHITE [D INSTALL SIGN STRIPING AND SIGNING PLAN Q 4" SOLID WHITE LINE WITH TYPE G RPM. EE PAINT LEGEND/MARKING HAVEN AVENUE © TYPE H RPM AT 24' O.C. F❑ PAINT TRAFFIC STRIPING FROM STA. 60+9 TO STA. 80+50 %-. TYPE A RPM AT 10' O.C. © REMOVE TRAFFIC STRIPING APPROVED BY ` DATE G-gym-�Z (80 RAILROAD CROSSING MARKINGS PER CALTRANS DETAIL H� INSTALL RAISED PAVEMENT MARKERS CITY ENGINEER '� ��' R.C.E. No.9!f953 Q 4° YELLOW Q INSTALL 6'x6' LOOP DETECTOR. DESIGN p NO. 1193 • \l= RECOMMENDED to PAINT WHITE ARROW PER C4LTRANS STD. ( UNLESS NOTED OTHERWISE) GOA 4" DOUBLE YELLOW. 9035 Haven Avenue, Suite 105 'x t.E,� 6 , 11 Rancho Cucamonga, California 91730 DRAWN ,. SHEET 12 12" SOLID YELLOW AT 45' ® 20' O.C. (714) 944-5400 HN � �>,`+`p,�rr �: /a�!� � , �OF 38 OT>;' 1MIIV ti k U- GOhlf✓�1 Cf I h16 �tIU PI rEb N CONSULTANTS - INC CIVIL ENGINEERING SURVEYING CHECKED '� ° �}� DRAWING No. oy Wit yMV%�� 10 7 �'�'' DATES 7�_ FILE NO. /��/ F. 5036T78 C) O o^ a APN 208-341-015 o a N EXIST. ROW 00 Ln J o f EXIST . ROW + + c� W oo o 00 a ©G7 "ARROW ROUTE" LO a N o - 3 _ SLPB PP ' NEW E.P. SL o 'n off- o 0 o P 0 DA R35 PP NEW E.P. OGTE MH NEW E.P. Ci J °° I ©W41 W W TSPB TSPe m o — LJ — — — — —u — — o F 2 — < V1 F 2 W 'n° F 5 — — F — �+, — — I �o E❑"SIGNAL AHEAD" < ul o;CL — — — — — — — — — — — — — — — — — o N F 3 F 4 °° — — — — r` In b h + 83+00 _— — — — — — — — — _ — r7 O o t 82 / 84+00 85+00 86+00 87+00— o �B+�iS o _ O 0 81 00 _ $ - } �' � - — — — �-- — — r — — — o O co --- - -- - - - -- - - - - - - f — — — — tl- 00 — 89+00 I+ �_ o I N EXIST. MEDIAN N Vl M IST. EDI i7 • o o — — — — :> F_ o — — o F SI A AD" oW � ,n — — — — — — — — — — � o Z F 2 o0 W J ° BUS BAY o __--- — O sT.LT. 3x F Z ST.LT. � I ST.LT. r J U ©R26(S) ©BUS Q R26(S) MI ❑A R26(S) ❑A R26(S) r'. L TSPS EXIST. C do G = � I A R 2 6 H- 00 QU NEw 8" CURB EXIST ROW ❑A G7 "CIVIC CENTER DR." DA R18 EXIST. ROW N-:- APN 208-622-027 APN 208-622-035 APN 208-622-036 8x� APN 208-622-028 -4- mill:;& zHAVEN AVE * �p rAvs 2 A SCALE 1" = 40' + t9 N 0Z APN 208-341-015 N o 100' TYP. Ln M + oo a EXIST. ROW oo a C4 mCN w o rn Uj I EXIST. ROW APN 208-331-001 + z N + W J + > °f T B ( b rn rnQ . o 0oQ W PPS TEL.PBo o O TSPS O mI O GTE MH c a0 tV nj N W TSFI T B TSLPB ib Lo ©B7,G81 + NEW E.P. NEW E.P. _ BUS BAY P rn slcN rn I V) LLI q , o V) o — F 2 F v V) F — y o co — — — — — c — — — — — o 0 0 A0q Oo ® F 1 + E❑ IGN A A < F _ _ O + 91+00 +— E 92+00 I F 95 0 N + g ,►�- - + + + -T + o 94+ o — 96+0 - 98+0 9 00 O o - � VfJ R A R — — — M — — — — V1 p + H ST. M 00 rn IF- - — — A A — — —� — F 1 _ _ o o W F3 F D — o Z W o J _ -_ -_- - a B 26 US AY LT. I I LSLP SWM 6 B 7 Z U TgPB EXIST. C do G B R26 T?PB , D R26(S) 7� A 26( C. BOX E T. C G J r ❑ 0 26(S 0 R26(S) _ D❑ R26(S) ® E B J ` J NEW 8" CURB I I a cr EXIST. ROW I U APN 208-622-036TFP13 J L J L J EXIST. ROW m Go APN 208-352-005 II N o � APN 208-352-004 100 TYP. 44.00' 44.00' a"+, rn + L 88.00' rn HAVEN AVE , CIVIC CENTER DRIVE CONSTRUCTION NOTES: DESCRIPTION OF REVISION DATE CITY APPROVED: 0 4" WHITE LANE LINE WITH TYPE G RPM. ❑A EXISTING/PROTECT IN PLACE CITY OF RANCHO C U C A M O N G A 20 4" WHITE EDGE LINE. ❑B REMOVE SIGN Q 8" WHITE CHANNELIZATION WITH TYPE G RPM. © RELOCATE SIGN STRIPING AND SIGNING PLAN Q 12" WHITE D❑ INSTALL SIGN 5� 4" SOLID WHITE LINE WITH TYPE G RPM. E❑ PAINT LEGEND/MARKING HAVEN AVENUE © TYPE H RPM AT 24' O.C. F❑ PAINT TRAFFIC STRIPING FROM STA. 80+50 TO STA. 100+00 Q TYPE A RPM AT 10' O.C. © REMOVE TRAFFIC STRIPING APPROVED BY DATEd; -+ df-';U® RAILROAD CROSSING MARKINGS PER CALTRANS DETAIL ❑H INSTALL RAISED PAVEMENT MARKERS CITY ENGINEER .IqDR.C.E. N— __- -3 DESIGNSp y RECOMMENDED PAINT WHITE ARROW PER CALTRANS DETAIL. ❑I INSTALL 6'x6' LOOP DETECTOR. _ (UNLESS NOTED OTHERWISE) 9035 Haven Avenue, Suite 105 GOA � Cz M0. 1193 rZn - ❑K RELOCATE AS DIRECTED BY ENGINEER. u� Rancho Cucamonga, California 91730 DRAWN P` EET 714 944-5400 HN, TY s21 � T Ff\G �� — OF3_ CONSULTANTS - INC CIVIL ENGINEERING SURVEYING CHECKED DRAWING /NO.IL c � M ��, N0.o. DAT z F. 5036T910 NOT A PART FOOTHILL BLVD . II I I I z o� UjwI I I I I II I I o 0 or B R26 o w EXISTING ROW id �Cr << ©R26 o -► D 26( - 8 0- , , R S) ❑R26 + ❑ D 1 + � f zM I Z. �, I I sPe DR18.1 R18. R (S oo Z o 0 0 / I - �L I I —L L ® E D❑ 2 6 ) = D R 2 6 ) -DUST CONTROL AREA.." 0 N �N at Ta-sox — ' aTSP TSPS ST. T. "BUS STOP' \ n o 0 o i � — NEW E.P. ©R - - — W BUS BAY i i F 4 �8 E o = N = W Y X ®❑ w m I _A - - �n /D'ao F3 W oo – — — — — — — — — — r -IW o ao_ 5 F 1�� __ SIG _W F 1 0 _ __ � NAL AHEo _ -- `° y) � � — — — — — — — — — — — — — — TYPE K — — — — — — — G � S 17 i7 ND 105+81.83 HAVENA H 6 _ 105+00 MARKE 20+00 FOOTHILL BL r - - _ _ _ _ M 11 EXIST. MEDIAN 101+00 102+0 103+00 E 104 0 + + 106+00 t ED + _ ® O l � �jL O 107+0 8+00 109+00 '� _ n H 110+00 111+OC 112+00 + N TYPE "K" N __ __ �' • o ❑D I _ MARKER g H N > E❑"SIGNAL:t�2 I F 5 — — — -- -- -- -- A-- -- -- -- -- -- -- -- - -- -- -- -- W c W to > — — — — — F 3 I — — — -- - -- - -- - / - -- -- -- -- -- -- -- -- -- -- -- -- - Z :3 i7_4sL_PB CY 3 _ ❑A W41 ❑A R26(S) TSPS - - - — TSPe sLP6 -- sPe �❑A R35 TSPS - - -- - — — — — — — — — — BUS BAY o + ❑A R26(S) ® Ps\� TSPe EXISTING ROW + _ r o o oa Zz � ) �rul � I I / i t III I I I �c� P9 FANZH A N 0L _ II I � I I I I I I I I oZ < -/ zwM NOT A PART EAST SIDE ONLY / ME ALE : 1* - 40• Z_ �) \ a� All + 00 -F 0 ' o �n m n v o w I I W -- F -- G - -- - — — —�� I I c N -- -- -- -- - F 1 -- - G �'"— — -- -- - -- -- -- -- -- -- -- N -- -- N �� •f 123+00 — `' 122+ 124+00 113+00 — 114+00— 115+00 116+0— - _ 117+00 118+00 119+00 �,"r. iv 120+00 1a1+ t� Ih N N S ,,, r -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - - -I ( � - - - -- -- -- -- -- -- -- -- - -- -- -- :3 C14 - - o - - _ - - - _ _ - - - _ T__ �,, - - - - - - L 1 �� II f HAVEN AVE . TOWN CENTER DR . CONSTRUCTION NOTES: DESCRIPTION OF REVISION DATE CITY 0 4" WHITE LANE LINE WITH TYPE G RPM. ❑A EXISTING/PROTECT IN PLACE APPROVED: 20 4" WHITE EDGE LINE. © REMOVE SIGN CITY OF RANCHO C U C A M 0 N GA Q 8" WHITE CHANNELIZATION WITH TYPE G RPM. © RELOCATE SIGN 12" WHITE Q INSTALL SIGN STRIPING AND SIGNING PLAN 05 4" SOLID WHITE LINE WITH TYPE G RPM. E❑ PAINT LEGEND/MARKING © TYPE H RPM AT 24' O.C. Q PAINT TRAFFIC STRIPING HAVEN AVENUE Q TYPE A RPM AT 10' 0.C. © REMOVE TRAFFIC STRIPING FROM STA. 100+00 TO STA. 124+00 ® RAILROAD CROSSING MARKINGS PER CALTRANS DETAIL ❑H INSTALL RAISED PAVEMENT MARKERS APPROVED BY f ' ;t_$ ' " DATE �� PAINT WHITE ARROW PER CALTRANS DETAIL. Q INSTALL 6'x6' LOOP DETECTOR. CITY ENGINEER �� R.C.E. No.X953 (UNLESS NOTED OTHERWISE) � _ . _s _ _,,: --, ;-, DESIGN V' RECOMMENDED 9035 Haven Avenue, Suite 105 GOA Ci NO. 1193 rn Rancho Cucamonga, California 91730 DRAWN �-„p EET (714) 944-5400 "o` F,' 'k { HN d• ; �� 22 OF 38 CW CONSULTANTS - INC CIVIL ENGINEERING SURVEYING QED _ DRAW,I1G/No. �'M'� / [N/ CJ /DATE =" ILE- 0. F. 50361`11 CONDUCTOR TABLE SENSOR TABLE PHASE DIAGRAM POLE SCHEDULE RUNS SENSOR CHANNEL DETECTOR MODE OPERATION FUTURE STANDARD LUMINAIRE I.S.N.S. SIGNAL MOUNTING PPB I PLACEMENT AWG CIRCUIT -- I No. TYPE HOT. SIG. M.A. LUM. M.A. HPS LEGEND VEHICLE PED PHASE B C D A81A 1 I 1 1-W-3 PRESENCE CALL I I 05 _AL4A — — __ -3 3 3 3 3_1 2 A JA � A � A I 2 2-W-8 PRESENCE CALL �� OA 26-5-80 30; 50' 15' 200WHPS Sixth 10400 MAS MAS SV-1-UM SP-1-CS - BY ENGINEER 06 - - 3 3 - - - - 3 2 1 1-W-8 PULSE CALL & EXTEND 01 02 03 04 Bo 1-A 10 - - - - - - TV-1 SP-1-CS 8P,2P BY ENGINEER 07 FUTURE 3 3 3 3 3*** 3*** 3*** 3*** 6 2 1-N-2 PULSE CALL & EXTEND 1-W-8 © 24-4-35 30' 25'*** 15' 200WHPS Haven Ave MAS MAS SV-1-UM SP-1-CS** - 24' 2.5' 10' 9300 08 - - - 3 3** 3** 3** 3 6 r - n , 1 1-E-4 PULSE CALL & EXTEND FUTURE ` D 1-A 10 - - - - - - TV-1-T SP-1-CS 2P,4P 15 4.5 24 01 3 3 6 6 - - - - 6 3 L - i ---- - - - - - a- T 02 - - - - 3 3 3 3 6 2 1-S-6 PULSE CALL & EXTEND I O *26-5-80 30' 50' 15' 200WHPS Sixth 10500 MAS MAS SV-1-UM SP-1-CS 6P,4P * BY ENGINEER 03 FUTURE - - - - - - 1 1-N-5 PRESENCE CALL __ I i - - - - - - - 3* 3** 6 � ' O * 1-A 10' TV-2-UM SP-1-CS * BY ENGINEER 04 3 3 3 3 - - - - 3 4 J I G 26-5-50 30' 30'*** 15' 200WHPS Hoven Ave MAS MAS SV-1-T SP-1-T - BY ENGINEER 2 2-N-5 PRESENCE CALL 0 Q 1 1 05 06 07 08 0 9400 3 1 1 O 1-A 10' - - - - - - TV-2-T SP-1-T 6P,8P BY ENGINEER 06 PED - - - 2 - - 2 2 4 1 2-N-2 PRESENCE CALL �._ cn 5 I 0 Ln 1 1 FLASHING OPERATION SHALL BE ALL RED. # 14 08 PED - - - - 2 2 1 2 2 2 000 1 I 2 3-N-2 PRESENCE CALL W - c * POLE AND ALL EXISTING EQUIPMENT TO BE RELOCATED TO NEW LOCATION CHOSEN BY ENGINEER. 02 PED 2 2 2 2 2 2 2 2 4w i U ** PED HEAD MOUNTED TO AVOID VISUAL BLOCKAGE BY POWER POLE. 04 PED 2 2 2 2 - - - - 2 6 1 1-E-7 PRESENCE CALL 1 I I *** POLE C SIZED FOR 35 SIGNAL ARM. 25 SIGNAL ARM HAS BASE PLATE FOR 35 ARM. 06 PPB - - 1 1 - - 1 1 2 2 2-E-4 PRESENCE CALL 1 I POLE G SIZED FOR 50' SIGNAL ARM. 30' SIGNAL ARM HAS BASE PLATE FOR 50' ARM. 08 PPB - - - - 1 1 1 1 1 _ = I I' 1"C,1DLC 02 PPB 1 1 1 1 1 1 1 1 2 7 1 3-E-4 PRESENCE DELAY, CALL t (f� 1 i I 04 PPB 1 1 1 1 - - - - 1 2 3-S-6 PRESENCE CALL I 1 PPB COMMON 1 1 1 1 1 1 1 1 2 1 2-S-6 PRESENCE CALL (1--W-3) 1 8 FUTURE 1 SPARES 3 3 3 3 3 3 3 3 6 2 1-S-1 PRESENCE CALL TOTAL 19 19 26 34 22 22 25 28 65 9 1 2-S-1 PRESENCE CALL I I I LUMINAIRE 2 2 2 2 2 2 2 2 - 2 SPARE - - # 10 SIGNAL COMMON 1 1 1 11 1 1 1 1 - SCALE: 1 " = 20' r 1 TOTAL 3 3 3 3 3 3 3 3 - I , r 1 05 DETECTOR - 2 2 2 - - - - 2J I 0 2 #14 06 DETECTOR - - 2 2 - - 3 3 3 2-W-8 f 1 C r - n � 07 DETECTOR - - - - - - - - 1 I AVENUE TYPE 08 DETECTOR 2 2 2 2 - - - - 2 HAVEN OA B L - - -- 1 1/ "C,1 DLC 1"C,1 DLC DLC 01 DETECTOR - - - - - 2 2 2 2 0 >- _- _ �-` is Op 2 02 DETECTOR 3 3 3 3 - - - - 3 - - - - - - - - - - - - -- -- - - -- - - - - - - - - --- - - - - - - 03 DETECTOR 1 1 1 1 - - - - 1 08P - - - 04P� --- - - -- - - - --- - --- - - -- - - -- - --- - - -- - - - - - - - - - - - - - - - - 04 DETECTOR - - - 2 - - - - 3 El 02P c � I I - I ' 'r, 02/ -- - -- - -- - - - --- - _ __ ---- -- - ---- _--- ----- - - -- \ I L J C � /(71 /' . / --- --- - - - -- - -- - - - -- - ----- - --- - -- ---------------- 11 / '.'-'Y � — TOTAL 6 8 10 12 - 2 5 5 17 til 04 - - - - - - - - -y 04 ti� , #12 1 1.S.N.S. 2 1 2 2 2 - 2 2 2 - 111 0 01 56 SIGNAL_SERVICE - - - - -�-� - 3 1�" - - - 1 I r A CONDUIT SIZE 2" 2" 2.5" 3" 1 2" 2" 2.5" 2.5" 3-3" 1 2 I I _ * USE FOR 08 ON POLE F i I L J 1�1 J 3-N-2 280' TO LIMIT LINE i 1-N-2 ** FOR FUTURE USE I I - *** USE FOR 04 ON POLE B r - - 0 1 1 1 I i I L J L J 2—N-2 I I 1 - --- - - - - - - - - - - Lila 2-N-5 140' 1-S-1TT 1 1 I I L � 05 _ - - - - - - - -r - ---- —---- - - - -- - ---- 01 -+ 1 ' I I 1 1-N-5 _ 30' - X15' r _ 10 ; L L \ 2-S-1 _ J TYP. _ JTYP. -WP. - J I _ _ 1 2-S-6 6 , i i 06 -4 L _ I I I 1-S-6 1 ' 3-S-6 i ' i 6 l 2 J \ _ � PROPOSED CATCH BASIN - - - - - - - ` � 3 'I' - - 05 � 2 08 6 - - - - --- L ' Y _ - -T- - -- - - - -T- — -- _�- _ _ _ - - - -T - - - - _ - - - - _- o - - 06P 08 08 � , 0 -- -- -- �_--- A , \ E LIA _-4/ 280' TO LIMIT LINE 1 1/ "C,1 DLC O 1 /'' _� I I r - i , r - �i r - } CB { __} - - - - - - I I I 1 ; 04 O ` 0 25 ' STORM DRAIN EAS E NT CONSTRUCTION NOTES (THIS SHEET): 7 I O s l Y I 61 ❑1 RELOCATE EXISTING POLES ON NORTHEAST CORNER TO NEW LOCATIONS. I I 3- — POLE LOCATIONS TO BE VERIFIED BY ENGINEER IN THE FIELD. I 1 1 1 1 I 8 1 , I 4 EX I STING STORM DRAIN F21 REPLACE 04 LOOPS AS NECESSARY BECAUSE OF CURB RECONSTRUCTION. J ❑3 INSTALL ALL NEW LOOPS ON HAVEN. LOOPS TO BE INSTALLED SHALL BE I i i i 10 I CENTERED IN THE LANE AND SPACED 10' UNLESS SHOWN OTHERWISE. I ' I , i 1 0_2 1 _ I I I 1 I CB NEW CONDUIT TO EXISTING PULL BOX. 1 ' ' I E.C.R. I I I I I I I I. I I o I I I — I '} o IL E 7: I (1 4 i ' it I I \,� CITY OF RANCHO CUCAMONGA I I I 1 �G I I ) I 1 � O I O +G TRAFFIC SIGNAL MODIFICATION I 11 I I U I I I I I m 6TH STREET AND HAVEN AVENUE I I a I Y 10 N 1"C,1DLC POLE PLACEMENT CODE I 0 I - - ��'► APPROVED BY DATER J — I In 0 1 N (EXACT LOCATION BY ENGINEER IN THE FIEL'b) CITY ENGINEER R.C.E. No.,2. 953 - - c� - -T , RECOMMENDED DESIGN +� iJD 1182 North.Tustin Street — �( C�( �-i Orange, California 92667 - - - !! �I,C 19� DRAWN Phone: (714) 744-0802 H E E T r - � _s I 1 I 1 I I I I � •! ID Fax: (714) 538-2152 23 I IL I L _J 'fI \J16 of 38 CIVIL ENGINEERING ��` >, CHECKED SURVEYING DRAWING NO. 1-E-4 ���'� CONSULTANTS INC ly�7rs