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Home My WebLink About1123-T I i i ! r a I , � 1 i N I .� UPLAND CITY LIMIT.._.___ _. RANCHO CUCAMONGA CITY LIMIT 30' ! PROPOSED CURB & GUTTER . 21' SCALE 1" - 20' 121 320 PROPOSED SIDEWALKP A 3 4 _ 14# IL& e-- 4 H PPL ' ) I I p 1 C ., w N i UNDERGROUND 5' $ 2' 10' a TELEPHONE { TERMINALFt pt 3 �A S) k S) 41.- � ui I a LIC ROAD r- PROPOSED PARKWAY RAMP PER CITY STD. N0. CU-P-8f ,- B " � / �__ ,._{�>>. _ _ .,�'�l X11 '..---• ,...-- —''" / -- ., RELOCATE PULLSOX . 03 i 3 JOIN & EXTEND �B A N XIS OB PROPOSED SIDEWALK 30 0 PROPOSED CURB & GUTTER00 D, 00 — 5 Q a , 0 ei cc _ -, NOTES G• r� B 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND SHALL PERFORM ALL LABOR- S�� IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPART- -0 EPART I O QpStiO qg j r;{ice ►- MENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, DATED JANUARY, 1981 }�+ AND STANDARD PLANS DATED JANUARY, 1981, 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES PUBLIC OR PRIVATE AND TO %x 10 9 ! I "'�"' I3 PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS OPERATIONS. ` 3. RELOCATE TRAFFIC SIGNAL POLES AT EXISTING LOCATIONS 2 AND 3 (TYPE ' �� / •�� _ _-- ---` 12 � 1-A-10 AND TYPE 19 RESPECTIVELY). REMOVE PPB POLES (2-3`10" POLES). �_�� ! � LIIi , ,�r 3 T 1��C c d ,�A CONTRACTOR SHALL VERIFY WITH THE CITY TRAFFIC ENGINEER (114) 982-1352. THE PRECISE LOCATIONS OF TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. -- I0� S ANY DAMAGED EQUIPMENT SHALL BE REPLACED IN KIND AT NO COST TO THE CITY. i 4. ADD TYPE B PPB's, ZB PHASE-POLE 2, �A-POLE 3. t5. ALL EXISTING EQUIPMENT IS TO BE REUSED EXCEPT 2 PPB POLES AND CONDUIT 1 IN RUNS 3 AND 4 AND DETECTOR LOOPS �A(S) AND �B(E). EXISTING CONDUIT ` RUNS 2, 5, 6 MAY 8E JOINED AND EXTENDED. ,CONDUCTORS SHALL RUN CONTINUOUSLY F x I S f I NG CONTROLLER__ . }t� z l y I FROM TERMINAD COMPARTMENT TO TERMINAL COMPARTMENT WITH NO SPLICES USED. • 1 I i ' SERVICE P.P. 1392005F _ -t�? Q' N Y At 6. ABANDON EXISTING DETECTOR LOOPS JA(S) AND QB(E). x I R ,. a - - i H i �E�t IN S/E I�JADR,,Nt cn 7. DETECTOR LOOPS SHALL BE 6' x 6' UNLESS DIMENSIONED OTHERWISE. ' 8. TRAFFIC SIGNAL CONTROLLER AND ELECTRICAL SERVICE TO REMAIN. s ._. v)' ' T --- �.•- �-- I 9. SIGNAL SHUTDOWN TIMES SHALL BE RESTRICTED TO WEEKDAYS BETWEEN 0900 w I AND 1600 HOURS. NO SHUTDOWNS PERMITTED ON HOLIDAYS OR WEEKENDS. 10. NO PULL BOX SHALL BE LOCATED. IN OR WITHIN 1' OF A WHEELCHAIR RAMP. PL I . ) ' 11. ADD 1"C WITH 43 1/2 PULLBOXES FOR DETECTOR LOOPS 03(E) AND OA(S). o L� Lj I CITY OF UPLAND •. j I REFERENCE PLANS + TRAFFIC SIGNAL MODIFICATION ; � CITY OF RANCHO CUCAMONGA j. - SIGNAL & LIGHTING PLAN - COUNTY OF SAN BERNARUINO APPROVED SAN BEF�NARDINO ROAD TOPICS - LOCATION A 1 HO-4386 a GROVEAv. - SAN BERNARDINO RD. - LINVILLE - SANDERSON - HORN & ASSOC. STREET IMPROVEMENTS , CjIY ENGINEER R.C.E. NO. DESIGN DRAWN . , CHECKED z PM-5101 I i (j LINSCOTT, LAW & GREENSPAN. ANC.. ENGINEERS D. W. SA.RKER DWB • i' LIMITS __- _PANCHO CUCAMONGA CITY LIMITS ;RANS�ORtA1110Ay TRAFFIC,COSTA b CIVI1, ENGINEERING f` .,PLA:'ND CITY L I I I l50 C UL "+0 E., / 20, COS MESA, CALIF. 92626 ( 4) 641-1587 4 N - 8405 PERSHING DRIVE. PLAYA DEL riv, CALIFORNIA 90291 1213) 821-3457 -Z O !` REVISION: STRIPING CHANGE ON NORTH, SOUTH, AND s UT CITY ENGINEER R.C. . 0. EAST APPROACHES TO INTERSECTION PER ,n - - TELCON 2/25/81. PAUL ROUGEAU SHEET 20F 3 DRWG N0. TE 80 28A d • i • � `�c w� 1123 �C• POST MILES SHELI I TO DIST COUNTY ROUTE ' Vill S.B. 66� i DEPUTY DISTRICT ENGINEER DISTRICT VIII APPROVED 3,6,. 10' 1 6' I SSZ 'I 56 lV .i NOTES i -44--" 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND SHALL _ PERFORM ALL LABOR IN ACCORDANCE WITH THE REQUIREMENTS Of, R� CURS THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED JANUARY11981, AND STANDARD 16' ' 12� 14 PLANS DATED JANUARY, 1981 - W SCALE I020 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY a THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES, i uI PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM DAMAGE. THE n . EXIST AC CURB CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS N 42- -- OPERAIIGNS. u RECENT IMPROVEMENTS PER CALTRANS ! BCR z'- _ 3. RELOCATE TRAFFIC SIGNAL POLES AT EXISTING LOCATIONS 8 AND 9 -� J11�10 �0 (TYPE 17 AND 1C RESPECTIVELY) . RELOCATE PULL BOXES. i PERMIT N0. 880-E76 1098 - !t INSTALL ADDITIONAL #6 PULL BOA AT POLE LOCATION 9. � Z CONTRACTOR SHALL VERIFY WITH THE CITY TRAFFIC ENGINEER 2' C 2 (714)982-1352 AND THE CALIFORNIA STATE DEPARTMENT OF gP i 6 gS 1 - TRANSPORTATION INSPECTOR THE PRECISE LOCATIONS OF TRAFFIC - t1 4 3 " S' c+ SIGNAL EQUIPMENT PRIOR �0 INSTALLATION. ANY DAMAGED ti ,^/�- - EQUIPMENT SHALL BE REPLi,CED IN KIND AT NO COST TO THE STATE. IEXIST CONTROLLER & PB t 4. AOQ 9 PHASE PEDEStRIAN HEADS T LOCATIONS 7 AND 8 . ADD PPG's -` - 1 . (A PHASE) AT LOCATIONS 7 AND f - - — - -- -- --- -- -- - {r �A 1 - -- — _ 5. PEDESTRIAN SIGNALS SHALL BE TYPE C AND EQUIPPED WITH SCREEN TYPE A OR B PER LATEST STATE STANDARD SPECIAL PROVISIONS. HOODS SHALL BE PROVIDiD.AS PER SECTION 86-4.05C OF THE IAO 0g �e STANDARD SPECIFICATIONS. 6. ALL EXISTING EQUIPMENT IS TO BE REUSED EXCEPT CONDUIT AND CONDUCTORS IN RUN 8, CONDUCTORS IN RUNS'5_ , 6, 7, 8, AND 9, 00 AND CALL DETECTOR LOOPS ON THE SOUTH LEG OF GROVE AVENUE. j �0� STA 21 + 32.35 FOOTHILL BLVD CONDUIT SIZES SHALL BE AS SHOWN. EXISTING., CONDUIT. RUNS + 7GROVE 7 AND 9 MAY BE JOINED AND EXTENDED. NO EXISTING CONDUCTQRS �C FOOTHILL T SHALL BE REUSED IN RUNS 5, 6, 7, 8, AND 9. CONDUCTORS �2 SHALL RUN CONTINUOUSLY FROM TERMINAL COMPARTMENT TO r - '-- - - Leo rn- I _ I TERMINAL COMPARTMENT WITH NO SPLICES USED. EACH ADDITIONAL _ - oC� _ �Q _j1 � - i PPB SHALL HAVE ITS OWN CONDUCTOR. l. ocI �=_' '% --�--- BL .D, 7. ABANDON EXISTING CALL DETECTOR LOOP ON THE J,_uiH LEG OF --" - - - — --- I - - T- _OC2 -� GROVE AVENUE. 'i -- 400'• TO LIMIT LINE �-► 9 8. DETECTOR LOOPS SHALL BE 6 FEET BY 6 FEET, E (CEt'T .,HERE DIMENSIONED OTHERWISE. d 5 jco9. LOOPS BNl SHALL FUNCTION AS CALLING DETECTORS. P. JOIN EXTEND dA - -�=-- BP 10. TRAFFIC SIGNAL SERVICE AND CONTROLLER TO REMAIN. _ - JOIN & EXTEND 11. SIGNAL SHUTDOWN TIMES SHALL BE RESTRICTED TO WEEKDAYS 9 be b8 0A I BETWEEN 0900 AND 1600 HOURS. NO SHUTDOWNS PERMITTED ON PROPOSED CURB & GUTTER , bg `— WEEKENDS OR HOLIDAYS. - -- r , 12. NO PULLBOX SHALL BE LOCATED Ap ' . - _ — 1DLC w J�_ 7 ` - ` _ _ IN OR WITHIN 1 ' OF A 5 1 "C p WHEELCHAIR RAMP. OC 18" C.M.P. 9 - I V N 341 - w PROPOSED SIDEWALK 2 C B 1 PROPOSED PARKWAY RAMPS PER 8 1 y CITY STANDARD N0. CU-P-3. � I , .i P � r L ' 3 b_ LIJ I t 10' 4 s' 1 _ J 1 I I B42 i CITY OF UPLAND .4VCITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL MODIFICATION APPROVED FOOTHILL BLVD. REFERENCE PLANS: MI-79-41-TRAFFIC SIGNAL MODIFICATION LL&G, 9/3/80 1 2�� 81 GROVE PM-5101 FOOTHILL BL►D-GROVE IMPROVEMENTS, LINVILLE- GA C IY��IMITS CITY ENGINEER R.C.E. NO. SANDERSON-HOki�i & ASSOC. 12/80 WtHO C 4ESIG�i DRAWN ECKE Pl.ANO CITY LIMN' D. W. BARKER ic/G' U i' LINS&*' SAW'& 6REENSPAN. INC., ENGINEERS ? / TRANSPORTATION, TRAFFIC, PARKING d CIVIL ENGINEERING `° 150 C FAULAPI'+O AVE., /120, COSTA MESA, CALIF. 92E26 c714) 641-158; �D PUTY TY E1'tUI ER z S T v jjj AQ-444646 SHEET 1 OF 3 DRW9-NO." Tg - 80 - 28A �c�� 12-1 T- i j DIS>� r ROUTE . POS�"lolI ES HEE I TOTAL -~--' TA PROJECT' • N0. SHEETS vul 9.8 66 I r w I � Z t DEFM D13TRICT ENGINEER J xN r. \ APFF4WW DISTRICT VII 16 12• 14 �. 42' 32' v u, i H AINO NO i t , r OOTHIL. L 6L VD , EXISTING STRIPING o ` MEDIAN' , II o STA 21+32.53 FOOTHILL BLVD TA.16+77.80 G' - GROVE AV. 200 b R26 (S) � 'ANSTALLEXCLUSIV - - K18 RT E RIGHT T RZ6, b (S) t G23 Z4' 24' a(o' Z4' Z4' I Z4' Z4' I COUCAMONGq t 2 G9 & Q26 ) - NTANq ! a p 0 ❑ D 1 D ° °_ Zd RAIVCNO CUCpMONGA 14' 11' ' 1 ' •5` 14 31 R0I 19 CITY LIMIT - p 4" YELLOW (TYP.) 31, Z„ K NLY ❑ ❑ ❑ ❑ ❑ ° ° it - TWO-WAY LEFT TURN LANE DETAIL I2 0 LEfaEN D 0 ;co N.T- 5. 4u YELLOW 32' ~ DIREGTIDNS OF TRAVEL f p TWO-WAY YELLOW REFLECTIVE MAKKER N K6 7A 1? l 8" WHITE LINE 4;A W 5 CONTINUE LANE LINE b}DQUBlE-YELL9W, v LA z N TO SAN BERNAROINO RD, Z4" Z4,'. I 0 i ti { I u THROUGH TZAFFIC a* / SCALE 1"i30' R vuNI7E CNANNELIZINU LINE DETAIL iQ , 1 �! N. T. X 7A 33 R61(36x30) SPECIAL 20 ti ,� r 1 , • 4A Ilo N 17 t8 19 12 ~ r ' 21 I _ 100' , a� z o PROPOSED TWO WAY LEFT TURN LAN o 0 4A r 'o ? STA 23+86.35 SAN BERNARDINO KO -- = N M Ncli 100' _ X2.451 ` Q Y &N,51T wN 4' POu61,E f o /SAN BERNARDINO ROAD %k AVE. N .` Ohl CURVE INFORMATION Z� BY DATE BY DaTEIz 1t1- MARK DESCRIPTION * �Q d = 10011' 42"1 _�] REVISED APPROVED m �� p LEGENDS T4' _ 1CP-011 CITY OF _ L 31.-11 UPLAND — v - DOUBLE YELLOW• 2-W-Y REFLECTIVE MARKERS I:Xt�i?. Guazl3 +- 5 - 8" WHITE STRIPE, 1-W-C REFLECTIVE MARKERS PER DETAIL -THIS 5HEET RECOMMENDED STRIPING � - 4 WHITE STRIPE, 1-W-C REFLECTIVE MARKERS L -.- . 4" SOLID YELLOW, 4" YELLOW STRIPE pv N _ 0 (TWO WAY LEFT TURN LANE), Z-W-Y FOOTHILL BLVD. N� — REFLECTIVE MARKERS PER DETAIL THIS 5HEET b/Lo OF_RANCHO CU_ CAMONGA GROVE < SANDBLAST EXISTING STRIPING THERE NECESSARY. , I TWO-WAY LEFT TURN 6ETAILS-4A; 5, 1A,'12, 17 PER "TRAFFIC`MANUAL", LAPPROVEU SAN BE NARDINO LANE PER DETAIL IZ p N FIGURES 6-1, 6-2,'6-3; DATED 3/1978, CALTRANS R RD. THIS SHEFT N Q _ NU. T101 ,.. DRAWN CHE KE ' D. W..BARKER' FAN E5F_KNA1Zl7IN0 ROAD O LINSCOTT. LAW & GREENSPAN. ING..ENGINEERS TRANSPORTATION, TRAFFIC, PARKING i CIVIL ENGINEERING150C PAULARINO ASE., 1120, COSTA W SA, CALIF. 92626 117M 641-1587 R.0 F. �bFIT t .oF 3 y fl N� Tom- so -28A �.