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HomeMy WebLinkAbout1473-S 1 I I 1 1 1 ST![1r1h16 C W6sr file 9TH RAV" �GN1G c.BNt�z DR• TO1 ' FcnTllM,f.- 81,•) PAKT 2, Sf4T 13 of 21. n in♦ --------------- -�I J. -11 r--- ' ' \� t I • — ----------------- ' ------------------------------------------------------ .. -•_ ___•--•-__•---•-•-_•.......... ........••_-_----------- " -------------------------------------------------------------------------------------------------------------------------------------------------------------• 1 tir 7 •---------------------------------------------------------------------------------------------- 1 ; 1 1 , 1 --- + 00 F007HILL --- ---- :AVE,,--- ---- ----- ---- ---- ------ ---- ---- ---- ---- P6 A. + 13 S 85'2 0'31" E - ------ --- ---- ---- ---- ---- ---- --- ---- ---- --------------------------------- ------------------------ ---- ---- ---- ---- ---- - ---------------- -- 5- -- -- ---- ----------------- -________=-_---_--_------_-_- - ----:__ :r: -- ----- --- -- ----- - - - -- - - - - - --- - -------------------------------------- 14 ------ -------------------------------- . �� S 89'19'05" E _�� 405.80' �sa — FOOTHILL ------- ---- 15 1 rt -- ---- --- - ------------------ �-------------------==_==_==- -- :_ 16 --- -------------------------1 ------ - ---- -- ti:+ 18 19 sa -Vti---------------------- ------------------------_ --- ------------------------------------------------------------------------------------------------------------ --- . , 1 ��-------------------------------------------------------------------------------- ------------ ---- 1 _•_ --------- _•__ _•_ ---- • • I r , ; - ---- }- N P6 P7 ; i r C do GEXIST. R/W 2TYR EOP Sj P ZSW41 / SI N R26-S ; s' TYP. SR26($) R 99INTERSTATE 10 ~ SIGN P4 TRUCK ROUTE S R26(S) S R26(S) HAVEN AVE., P ♦�--� (,� NOTE: HAVEN AVE. STRIPING IS TO BE REPLACED IN KIND AFTER ~ ROUTE 30 9 COURTHOUSE SIGN +I x 9 STREET RESl1RFACING FROM STATION 101+60 TO STATION 105+15. et W E.O.P. R.C. NEW HOMES ' ' 1 1 1 + Z 1 1 � 1 1 1 1 1 M O I 1 1 NGW eta or. . 1 1 1 1 � 1 1 I 1 1 ' z ' P3 � 1 1 1 1 � 1 1 1 1 . dp ) 1 1 I I 1 1 I 1 1 1 1 onringry (2wrhT o1m) ssro I#AgrA Aw,, 1 1 1 1 1 1 5iv Ic-�T 13 of 21 fO FooTtRIL, D I—) PA XT I, ? ? Pi 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 10' 10' 11' 11' 11' 1A' 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 , 1 I 1 1 I � 1 , I I EXIST R/W I 1 1 1 1 1 I 1 , 1 1 1 1 1 1 1 � 1 1 � I I 1 1 , P51 1 ; 1 , 1 / � 1 I . . 1 , � 1 1 � 1 1 1 1 � STRIPING CONSTRUCTION NOTES s I 1 1 � 1 1 � 1 I � 8STA.P1 PAINT 4" SKIP WHITE LANE LINE PER CALTRANS STD. A20-A, DETAIL 9. 102+Irdt j J01tsl 5TroiNb or RAvfA MIG. (GIvIG Ct 1TOX Df-• TO S0OTNtu. OL•) P2 PAINT 4" SOLID WHITE LINE, 100' LONG, WITH TYPe G MARKER? Ar 25� ON r_f_wTE.1Z • PAR? 2, simeT 13 of 21 P3 PAINT 8" SOLID WHITE LANE LINE PER CALTRANS STD. A20-C, DETAIL 38. P4 PAINT 4" SOLID WHITE EDGE LINE, PER CALTRANS STD. A20-8, DETAIL 27A. P5 THERMOPLASTIC WHITE PAVEMENT LEGENDS AS SHOWN, PER CALTRANS STD. P6 THERMOPLASTIC 12" SOLID WHITE CROSSWALK WITH 10' BETWEEN ADJACENT PARALLEL LINES PER CALTRANS STD. A -24D. P7 INyTALL/IZEPLAM TYPE A gPM7 AT lo' OW CF—" F_K . ` OINSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CALTRANS) "SIGN SPECIFICATION SHEETS". O PROTECT IN PLACE SCALE 1"-40' CITY OF RANCHO CUCAMONGA OR RELOCATE SIGN GENERAL NOTES ( PART 1 ) 1 ALL STRIPING AND R.P.M.'S TO BE INSTALLED PER STATE OF CALIFORNIA, SIGNING AND STRIPING PLAN nFPARTIIENT OF TRANSPORTATION, TRAFFIC MANUAL A.Q(7 T1HE Go. SPFL FIFO VISNs lo . FOOTHILL BOULEVARD 2 ALL CONFLICTING STRIPING SHALL BE SANDBLASTED. 700' WEST OF HAVEN AVE. TO HAVEN AVE. 3 ALL EXISTING SIGNS TO BE REUSED WHEN SALVAGEABLE, EXCEPT AS NOTED. MARK REVISIONS APPROVED DATE APPROVED BY - - DATE CITY ENGINEER_/ �. -fits+ � R.C.E. No. 42 953 DESIGN PRE?AKED UNDER THF DIREC-7 6UPEVNI51W OF CAMMENDED ilNc GERC•LD .1.L11•robt�-IIbT A•K.J. DEYOE ^"- Z 3633 E. Inland Empire Blvd., Suite 345Ontario, California 91764 DRAWN c- SHEET V(714) 944-5400 J.DEYOFax (714) 944 2790 OF 21CHECKEDDRAWING NO. CONSIULTANTS - CIVIL ENGINEERING • SURVEYING G. KAHLEN DATE FEXP.ILE No.+ 193 1-473 -5 50.2S4 ATE SERVICE POIIJ TO GTF- POLI_ 13OX # 674 C, 416UJ � vKoro�v boors � PRIVATE ENGINEER'S NOTICE TO CONTRACTOR �' 4Ri�4NbG114�t1 tO I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN I 416L ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF •-OUR KNOWLEDGE THERE ARE NO EXISTINC UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. I I l i I I I I CONDUCTOR SCHEDULE THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT - - - - - - J THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE R U N PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES N AWG CIRCUIT OR STRUCTURES. U O 12 R 04 Q1 Q2 3 4Q 5 6 zlA8 9 7J9L - r-- -- � 01 - - - 3 3 3 3 3 3 CONSTRUCTION NOTES _ _ r_11 ; f- - \\ I O 12" Y 04 02 - - - 3 3 3 3 - - 1. INSTALL ALL NEW CONDUCTORS THROUGHOUT. I , � -�-- I � 03 3 3 3 6 3 3 3 3 \ O 12» G 04 2. INSTALL NEW LOOPS AS SHOWN. ( I c�i /I \\\ \` 04 - - - 3 3 3 3 3 - I 3. INSTALL NEW POLES AND EQUIPMENT SHOWN IN THE POLE SCHEDULE. W> 12" YA 04 + 05 OVERLAP 05 - 3 3 3 - - - - - I 4. REMOVE AND 9940CAft EXISTING 170 CONTROLLER AND TYPE 332 CABINET. 06 - 3 3 6 3 3 3 3 3 SEE NOTE 9, 7J4Q I I I #14 07 - - - 3 3 3 � / I 5. INSTALL NEW TYPE III-C F 120/240 V. SERVICE ENCLOSURE WITH I I ___ O 12" GA 04 + 05 OVERLAP 08 3 3 3 6 3 - - - - SEPARATE SIGNAL AND LIGHTING METERS. INSTALL BREAKERS FOR SIGNAL (1-50 AMP), LIGHTING (1-30 AMP), AND I.I.S.N.S. (1-15 AMP). i -- r� n 2 PED - - - 2 2 2 2 - L - 6. INSTALL OPTICOM SENSORS ON EACH SIGNAL MAST ARM (4 TOTAL). I / I DETAIL A 4 PED - - - 2 2 2 2 2 PER SPECIAL PROVISIONS. 7. INSTALL NEW R73 SIGNS AS INDICATED ON SIGNAL MAST ARMS. RS I I '' 4I8U / J I 6 PED - 2 2 4 2 2 2 2 2 I 8. INSTALL IISNS PER DETAIL PROVIDED, AND AS SHOWN ON THE POLE SCHEDULE. 5 -- - OPTICOM 8 PED 2 2 2 4 2 - - - - r w w +�,,' I I I I I I I /� I I I I 1 3+8 O 1 1 9. CONSTRUCT FOUNDATION FOR AND INSTALL Pkemoveo TYPE 170 DETAIL A I ,�, , , „ „ /, „ , , , 2 PPB - - - - - - GENERAL NOTES I � � �, I _ __1___ J L__ L J L__J L__J CONTPr)LLER AND TvPE 332 CABINET AT 30''- FROM ECR.(6EE NOTA♦ ' ' ' '� - - - R�N1oY� Lb GONDUIET AtJDGD1�lDL11T F�ZOM SIDI= OFG,d1311,1ET CB ` / "'� 'n n. -�- I--- I---- ' ��- J 1 4 PPB 2 2 Z 1 1 1 1. ALL MATERIAL AND EQUIPMENT SHALL CONFORM TO THE PROVISIONS OF THE STATE OF pµp PLUG I-{OLE.PL�INT TO MATCH G SINI-T, �� ii i 417U ( i'`�� I> ' ' �� BLVD. RTE 6fi CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD cPECIFI CATIONS, SECTION 86, DATED / Z 6 PPB 1 1 1 2 1 1 1 1 JIJLY 19QZ.l . THE STANDARD PLANS DATED JULY 1g412 + AND THE SPECIAL PROVISIONS. IO. GOOR�INA'1'E WITH GTE TO It.IyTALL GO14PLIC RS(4�NIRE FULL 2 —T �} F r--r— r-- -F — I rl� Irr / � \ ® 8 PPB - 1 1 2 - - - - - 2. EQUIPMENT AND LOOP DETECTOR PLACEMENT SHALL BE APPROVED BY THE ENGINEER DLIPLI:X 3002) FROM GTESERvIGEPDINTTO DEt4ARC,ATi0N 90141PT 9 �+ I ',+ ' � p 6 1.5 G.14-DLG ' " ._ J L__J L__J L__J rI PRIOR TO INSTALLATION. INSIdE GOt-ATWI-LER GOBINET.}�Id`(13E SPLICED NEW To OLD '<c=, / - - - - - - - - — PPB COMMON 1 1 1 2 1 1 1 1 1 IN PULL 60Y, oT W0TzTHvJE5TG0�K5R IFC,*TF- C0t-ArL9e7. / `�`. ` 3 8 8 e �\� �-;'� —�- 1.5'G.IMSTALL 1.5'G., IIJST-ALL iGTO - - - - O ., NEW I �X; L _- 6 --- 04+05 OVERLAP 2 2 2 2 1 3. CONDUCTOR AND POLE SCHEDULES ARE FURNISHED AS INSTALLATION GUIDELINES ONLY. NEW PV R73-5 I , IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT MATERIAL _ _ 3 / / '' I T 2 DLG 7G 1 `GO►.1TROLLE� �LTASPGN SPARES 3 3 3 6 3 3 3 3 3 AND EQUIPMENT REQUIRED FOR THE INTENDED OPERATION. - - - rl PV UQ 5 ' ' _sP / 1:z: / I I I ,I I ' ' 6J4U y `� TOTAL 13 22 22 E3 39 34 29 24 13 4. INDUCTIVE LOOPS SHALL BE 6' X 6' WITH 10' SPACING IN THE DIRECTION OF TRAVEL T _r / ♦ / I L _J .__J ,, ^. UNLESS OTHERWISE SHOWN. LEFT TURN LANE LOOP SPACING IS 10', 15' AND 30' TYP. + L 6 / per/ 01 - - 3 3 - - - - - S. PULL13OXES SHALL BE NO. 5, VEHICULAR INDICATIONS, 12-INCH, AND CONDUIT 2-INCHI / / ( , i i i TYPE 02 - - - 3 3 3 3 - - RIGID GALVANIZED STEEL, EXCEPT AS SHOWN. ALSO, PULLBOXES ADJACENT TO SIGNAL A- I I C , I I STANDARDS AND THE CONTROLLER CABINET SHALL BE FURNISHED YNTN EXTENSIONS. � � � I � _------� I i , � 6J2U 03 - - - 3 1 - - - - p / r--{I •--1 ' I �--, . I �_-� DLC 6. ELECTRICAL SERVICE SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR FOOTHILL BLVD. / 8 / 1 / / I I I ' 250't I I 1 100 t I 1 04 - - - 4 4 4 4 4 - SIGNALS (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS ' i -J J ++ 6J3U `--' `--J 05 - - - 3 3 3 3 - - AND SCHEDULING WELL IN ADVANCE OF NEED. ——— I IrX.2`G.w/,¢_w l RE FULL I I 6J2L -i 6 � 12UPLI`X 3002-SEE 140TH 10. I T-------� __ 06 - 4 4 4 - - - - - ------- ,���-- W I I 3 3 3 3 3 - ` I I I I I I I 1 07 - - - 1+6 J L__J L__J L__. 3 5 I 08 - - - 4 2 - - - - 1 , I ''= r--' r--' '--' TOTAL - 4 7 27 1G 13 13 7 - - v 111L ' ' 111U 119U ' ) 2 I.I.S.N.S. 2 2 2 - 2 2 2 2 2 0J9U 5J1 L �! 5J1U I I I 1 - L] , PV - I -+ `--• t--J y--J �- - -� rr SIGNAL COMMON 1 1 1 2 1 1 1 1 1 -�— - �� r- , r- r--• I I I ► I + L N ` NEW ` . I I I I I I I 1 #10 LUMINAIRES 2 2 2 - 2 2 2 2 2 i l I R73-6 - ------- --:, ; I L-- + c' - ' I _-, -_'---- _ TOTAL 1 _ - 3 3 3 2 3 3 3 3 3 04 I 1- C - - - - - - AB I a OPTICOM G.F.C.I. GROUND - 1 1 2+5 - - - - - - - SIGNAL SERVICE 3 3 2 - - - - - - - - - 212U � � -- 212E r-- t42' TO X-WALK 213E y I' i '" ' ' ' ; '�' ' , I a , OPTICOM 1 1 1 4 2 2 1 1 1 ' I ' , - - - - - L_-, I ►__. I ; ; ---, I , ,,- _. I ,t I.C. CABLE ±E] 2-16>�» "'1-10409- -- ST 3"8"UC-6"LC ``'-- �' '. , I `I SEE NOTE 9 .. .,- \ `� � 1 CONDUIT SIZE 2 E 3 E 13-3- 1 ** 3.5�� 2.2 ` 2.5 � i.5 (E) PV » _ , _ __• -41 P RS -10 40 0 4 EOP� - '� - - __ = ! ;� PV PV IAB _ RS AB INSTALL ALL NEW CONDUCTORS EXCEPT AS NOTED - _ „� , ,� �I ', ( 2 - I (E) EXISTING ** = 3"(E),1-3" R/W 285' TO X-WALK �EOP 2"C-61DLC 2C.lhT �! c ' - _ _ _+ - _ - _ _ _ _ 1.5w C CONDUIT W/CABLE I _ - _ r I.I. S. N.S. LEGEND DETAIL EX. I c.,INST,4LL 2DLG I ' SCE 'S o 6 - -- Q REM D BY 0 S _ T----�-t------I------- ---:_� 8 5 " C.1./IT DET L A AB 4 BC 04 & 07 PVr 4+5 7 r-- I r--II -� NEW - ! 01 dt 06 6 , R73-5 CB 6 i I TYPE V P.E.C. FAL _ 5 7 5 R/W l - 15' O + 8 ♦ - 4 \I -- r -� r-- f I r--� r--* 8 6 w � POLE SCHEDULE 3 I 8 3 C 4- 2 2- 0 I 6 I I I I I I / �. 2 I I I I ' - -- -- -- -- NEW TYPE III-CF SERVICE ENCLOSURE r - _ � 2 7 1 1 5 PED.PUSH BUTTON ILLUMINATED SIGN , ,, POLE DATA MAST ARMS HPSV SIGNAL MOUNTING _ � 2 G.M T I/OPTICOm + MESSAGE (dbl.face) EDISON SERVICE POINT I 4+7 I I 8 4 NO. TYPE HEIGHT SIGNAL LUM. LUM. VEH. M.A. PED. PHASE POLE QUAD. SEE LEGEND 0 6 I 315L I 02 & 06 03 & 07 ! 1 AVE SEE NOTE 10 8J7U 8J8U 3 I •t tc s5 1 26-4-80 30 45' 15 200 W SV-1-T 2-MAS SP-1-T Haven 8t00 (N) ,SEE NOTE 4 _-__ I •4 do t8 0 I 1 -- •--{ I 1 '' \ PPB POST 4' - - - 4 E - ' ' ' " 2 1 I I 1 ' U - - 2 - - - _ _ 1A 10' TV-2-T(M) SP-1-T 6 S � 03 rk 18 02 & 05 BLVD RIW--,A I �,J I GRAPHIC SCALE 3 29-5-80 30' 55' 15' 200 W SV-1-T 3-MAS* SP-1-T 6 S Foothill 10500 (N) , 315U , fJ% I I I 20 0 10 20 40 80 4 1A 10' - - - TV-2-T - SP-1-T 8 W - DP PA��M�NT ' 10' 10, 12' I II + I1� 12� -- w._.. EXIS . E. .P _ f PHASE DIAGRAM 5 29-5-80(N) 30' 55'(N) 15'(N) 200 W(R) SV-1-T(N) 3-MAS(N) SP-1-T(N) 8(N) W Haven 8200 (N) 'r' I ( IN FEET ) 6 1 A 10' - - - TV-2-T - SP-1-T 2 N 1 inch = 20 ft. * = 04 + 05 OVERLAP 1 7 29-5-80(N) 30' 55'(N) 15'(N) 200 W(R) SV-1-T(N) 3-MAS(N) SP-1-T(N) 2(N) N Foothill BLVD (N) 8 1A(N) 10' - - - TV-2-T(N) - SP-1-T(N) 4(N) E -1 -- - j I - I j ; 319E (N) = NEW EQUIPMENT TO BE INSTALLED (M) = MODIFY EXISTING EQUIPMENT (R) = RELOCATE AND REUSE EXISTING EQUIPMENT * = INSTALL 1 NEW 120/240V 3 WIRE SERVICE Z r 1 W CITY OF RANCHO ` CUCAMONGA 2 TRAFFIC SIGNAL PLAN ( PART 1 ) . 3 100A, 240V, MAIN Q ; 8J6L ;r, ' o I SERVICE ; 3 CKT BKR = I SIGNAL MODIFICATION CABINET ' SN 4 ' ' 15 A, 120V 1P CKT BKR ' ---- STREET LIGHTING 8J6U FOOTHILL BLVD . ( RTE . 66) TYPE V P.E. SN N TYPE V. P.E. AT HAVEN AVENUE 10 10 , I CONTROL CONTROL I - - 22 -_ 20 12 __ G SARK REV151ONS AHIPROVED DAZE APPROVED BY - DATE - Auto 17 Auto - •---' _ CITY ENGINEER R.C.E. No. 24953 Test Test , , 120 V DESIGN PREPARED UNDERJAE DIRECT SUPERVISION OF Y(J M3 D D -9Z 120 V �� ' NOWGERAL.D 1 LIMPOUIbT R.c.E. 1b-Ib2 •` STREET LIGHTING L --J 15 A, 120V 1P CKT BKR •- -J IISNS J. DEYO 120 V SIGNALS 3633 E. Inland Empire Blvd., Suite 345 STREET LIGHTING 19 DRAWN — SHEET 15A, 1P, N0. 120 V FLASHING BEACONS 15A, 1P, N0. Ontar714C 944n5400ia 764 J. DEYO cf MERCURY CONTACTOR 18 g 13 MERCURY CONTACTOR Fax �714� 944 2790 6 of 21 d' -� b ' CHECKED R.C.E. No.`��Z EXP DRAWING N0. TYPE III-CF SERVICE CABINET WIRING DIAGRAM CONSULTANTS - INC CIVIL ENGINEERING SURVEYING DATC FILE No. l4 7,3-5 NOT APART 80- 8 IL EXIST. ROW to J APN 208-341-015 0 wEXIST. ROW O + G enz + 0 g SND g aoQ 0 00 0 < 3 Wo �i Pp-- — o P sLPe PP °>-- NEW E.P. sLPe PP NEW E.P. O GTE "'° NEW E.P. ° N W I m W P Ts c F 2 W g 0 F + E SI H A o tO � F4 — . O p T + 4+00 85+00 86+00 87+00 + 89+00r_► + D iv V1 D EXIST. MEDIAN g Vf o — — — — $ F 1 — — E❑"SIGNAL AHEAD"w — o D— — — — — l g o 0 g W Z J c ST.LT. ST.LT. i�.LT. -- F 3 _� J _ + A R26 S + TSPe V ❑ ( ) ❑A R26(S) do R26 EXIST. c c = H - NEW 8" CURB 00 ❑A G7 "CIVIC CENTER DR." Q R'2b(S) t EXIST. ROW EXIST. ROW Q N APN 208-622-027 APN 208-622-035 APN 208-622-036 v WZ APN 208-622-028 't _ Mw Ua AVEO Q� NOT A PART twit SCALE : 1' = 40' NOT A PART APN 208-341-015 $ 100' TVP. 0iir m r J l J 8 M W EXIST. ROW 8 W M + I ` 171 �' ROW + APN 208-331-001 +o W T�B l r z g g a W w r r ( �i _ of a O PPO TEL.P ° �� 8 —T8 V 0 (V W to ` , pGTE IH TS a TFP8 TSb8 N SLPB o NEW E.P. + N ©B7,G81 + I N NEW E.P. s allST o W g N F F < w — F 2 — — — = 1W/f 8 r F 4 _ �.. �.: .� — — — g t° g E ® F 5 F 1 8 — — 1 — — — E❑"SIGNAL AHEAD" < g N F 1 — — — — — — O 10 O 10 o I F o+ in < M N _ — O + 9 + 2 0 I 3 95+00 -- + g O -- Ip' + + o 94+00 96+00 -- _97+OZ_ 8+00 99+00 g M '� 30 + 1 10' " " 93 00 — s o -4- -T n TYPE K _ '? � H6 F3 � DMAR R � - - - - - - - - - - - - - - - - - - — — � — - - - - -ExrsT. �1EDIAN In NF ► F 5 F — — — — — — — g — — — F — — — — - N 8 �, — — — E4 — — — — — — — — — — — — — — —g — — — — — — — 8 W F 3 %0 W - r �� — Z — zr ST.LT. IST.LTo — UT?b8 EXIST. c e� G _TB R 26 Tie P &C. Box QA R 26($ L WM N LT. _ V r D❑ R26(S) ® E e Q L J o: �I < EXIST. ROW -i r'i r I W APN 208-622-036 7�8 J L J L J 2 APN 208-352-005 EXIST. ROW APN 208-352-004 0 IIto 100 TYP. 44.00' 44.00' rn t 88.00' V HAVEN AVE CIVIC CENTER DRIVE ' 40 CONSTRUCTION NOTES: DESCRIPTION OF REVISION DATE CITY APPROVED: 1� 4" WHITE LANE LINE WITH TYPE G RPM. ❑A EXISTING/PROTECT IN PLACE CITY OF RANCHO C U CA M 0 N GA 0 e WHITE EDGE LINE. © REMOVE SIGN ( PART 2 ) 0 8" WHITE CHANNELIZATION WITH TYPE G RPM. © RELOCATE SIGN STRIPING AND SIGNING PIAN 0 12" WHITE ❑D INSTALL SIGN Os 4" SOLID WHITE LINE WITH TYPE G RPM. 0 PAINT LEGEND/MARKING HAVEN AVENUE © TYPE H RPM AT 24' O.C. F❑ PAINT TRAFFIC STRIPING FROM STA. 80+50 TO STA. 100+00 �i TYPE A RPM AT 10' O.C. © REMOVE TRAFFIC STRIPING APPROVED BY DATE ® CITY ENGINEER R.C.E. No.-2'f? RAILROAD CROSSING MARKINGS PER CALTRANS DETAIL QH INSTALL RAISED PAVEMENT MARKERS DESIGN PAINT WHITE ARROW PER CALTRANS DETAIL. I❑ INSTALL 6'x6' LOOP DETECTOR, I0'APoRT GOA yJ V >t>i�sy y RECOMMENDED N (UNLESS NOTED OTHERWISE) 9035 Haven Avenue, Suite 105 e9 �' ' II 8 WHITE LANE LINE PER CALTRANS STANDARD Q RELOCATE AS DIRECTED BY ENGINEER. Rancho Cucamonga, California 91730 DRAWN JI SHEET SHEET DETAIL 3 7 (WITHOUT PAVEMENT MARKERS) (714) 944-5400 * Ex >k HN TYor p _ CONSULTANTS - INC CIVIL ENGINEERING SURVEYING CHECKED DRAWING N0. DATE .. N0. ' F. 5036T910 w 3 . + � FIOOTH I LL BLVD , Z� ��� ( I • I I II I I II a ► I I I II R26 / 100 0 $w EXISTING ROW _ ® O 1�'I��'II � Pe R18.1 OCo R26(S) R18.1 R26 0 ®R26 TEL.BOX 0 0 •QU 'Bus slop' � D 26 S) L J —� \ oTSP TSM \ST. T. TSPS NEW E.P. ©R48 W I BUS BAY I i W f=/f F 2 F 2 I I G ^ a I 1 � t I r fl ®J❑ Z i I 50 b m W -1 ❑ F 3 — — �� —I — — — — — i — W gFF (1� t I F S I G I r� -=i- — — — — — Vf - — — — — — — — -� — — — — — — — — TYPE "K" L J� — - F 1 _ _ ��__ _- SIGNAL AHEAD Q v a -- -- cr W n _ 1 �p 105+81.83 HAVEN A � �� — — — — C' — — S g — — — — — — — — — — — — H fi— — — — — — — — — tFr — — 105+00 MARKER 20+00 FOOTHILL BL — — — — — — — — — L J — — — — :� _ _ _ _ _ _ _ _ = M $ Q EXIST. MEDIAN 101+00 ,► 102+00 O 103+00 E 104 0 M I 106+00 I V g+ « 0 �` �® 0 F 3 I ati o— 107 0— 108+00 109+00 - _� n H 110+00 11 1++OC 112+00 + _�--�J • N _o V. N N TYPE "K" N — — — — — — — — — — — — — — N < -$ I MARKER — N QJ "SIGNAL AHEAD" I $ — — — — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- t~/1 1 I F 5 I X-vJAIXS� SM aTNIw/0041 A n W 'v us > 1 — — — — — 4 EST' SAN DW6 ND — — — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 8 F N RDo� Z P Fw P -- -- -- -- -- -- N . � Z "'S I Lqj W41 C R26BUS BAY nra TSPB SLPB U TSPB L❑A R35 TSPBH- ~_ c � AR26S — � Tse � - - - � < < EXISTIN ROW + r ❑ ( ) \� // P M T- �T T- I I 00 N Z O + a HAVEN AVE * II I I I I • m II � � II I I I III + (V O SEE FOOTHILL / HAVEN IMPROVEMENT PLAN CPAKTO Jiiii rovs SKE&T 5 of 21 ) SCALE : 1. 40' 0 + + \ 100 80410 N0W W C4 LY N C4 N " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ — _ II �o �� - - - - - - - - �__j_ — F -+- I 123+00 r 113+00 114+00 115+00 116+00 117+00 118+00 119+00 `' 124+00 ♦ .,"�. 120+00 111+ 122+00 _ W -- -- -- -- -- -- -- -- -- -- -- -- -- __ __ A I - -- -- — — — —I I �--= — — -- -- -- -- - -- -- -- -- -- -- -- ur �r N ^ -- -- -- -- - - - - - - - - - - - - - - - - -- -- -- -- $ HAVEN AVE , �� II TOWN CENTER DR . CONSTRUCTION NOTES: 4" WHITE LANE LINE WITH TYPE G RPM. QA EXISTING/PROTECT IN PLACE DESCRIPTION OF REVISION DATE CITY APPROVED: 2� C WHITE EDGE LINE. ❑B REMOVE SIGN CITY OF RANCHO C U C A M 0 N GA 8" WHITE CHANNELIZATION WITH TYPE G RPM. © RELOCATE SIGN Q 12" WHITE QD INSTALL SIGN C PART 2) 5� 4" SOLID WHITE LINE WITH TYPE G RPM. FK] PAINT LEGEND/MARKING STRIPING AND SIGNING PLAN © TYPE H RPM AT 24' O.C. FQ PAINT TRAFFIC STRIPING HAVEN AVENUE 0 TYPE A RPM AT 10' O.C. © REMOVE TRAFFIC STRIPING I FROM STA. 100+00 TO STA. 124+00 ® RAILROAD CROSSING MARKINGS PER CALTRANS DETAIL QH INSTALL RAISED PAVEMENT MARKERS APPROVED BY f ' ;;r`.SS DATE PAINT WHITE ARROW PER CALTRANS DETAIL. QI INSTALL 6'x6' LOOP DETECTOR. I CITY ENGINEER R.C.E. No.2 9s3 (UNLESS NOTED OTHERWISE) J THERMOPLASTIC LEGEND/MARKING DESIGN RECOMMENDED 9035 Haven Avenue, Suite 105 GOA ` ' CQ- No. 1193 x Rancho Cucamonga, California 91730 DRAWN FXp, SHEET (714) 944-5400 HN '" —of 11 lei CONSULTANTS • INC CIVIL ENGINEERING • SURVEYING WMED pQ` DRAWING NO. DATE Lf_ 0. 117,3- F. 3611