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Home My WebLink About2862-8W BASEL/NE CJT)00'**" JF R1T] / TJ EXIST. CURB & GUTTER ETAk 22 REMO VE EXISTING - TYPE IV ARROW (L) CONFLICTING STRIPING , 0 12+00 13+00 `3 �, 14+00 (00 1 hROAD 7A IL 38 w � w V 200 17+00 w _.__ 150' w 250' w ETA/L 38 TYPE !V ARROW L �' ETAIL 22 TYPE !V ARROW L TYPE IV ARROW L V, 1 M 0 4 REMOVE EXISTING EXIST. RAW CONFLICTING STRIPING w w CAO w w w EXIST. EOP IN t V o4 O:4 �Q T. RI I ti E : -qqw EX/ST. R/W 0 OF -82 d RJA � 8�i 2! 104 0 27 REMOVE' EXIST. STREET NAME SIGN AND STOP SIGN ° BA t5EL IN (BY CITY FORCES � E,GylsT SIGN PROTECT IN PLACE TYPE /V ARROW (L -s.e.DETAIL 22 ° .�.,.. Y 300' o w O c n Cs 250' TYPE IV ARROW (L) kDETAIL 38 C TY 0jf7j j?j OJVTA J\J_11 0 0 CD Underground Service Alert Go CD c Call: TOLL FREE 3 1-800 227-2600 co0 CD my= IiCU D16 cu LD SHOULD CONS7RUCT101V OF THE' REQU/RED /MPRommENTS NOT 3 COMMENCE WTYIN TWO YEARS OF THE DATE OF APPROVAL SHOHN HERON AND CARRIED FORTH IN A DILIGENT MANNER, (U THE CITY ENG/NEER MA Y REQUIRE REI 1/1'SIONS TO THE PLANS Ln TO BRING THEM /NTO CONFORMANCE W1'TH STANDARDS /N n EFFECT. R EX/ST. R/W NOTE � CROSSWALK S7R/P/NG SHALL BE 11 12" YELLOW STR/P£.S o � J Q QQ,OF SSip��4 co wp No. 41"' � °G Exp, 3131,'.34 qTF OF G L. CITY OF FONTANA, CALIFORNIA SIGNING AND STRIPING SB BASELINE ROAD & 0 AND ALDER AVENUE Land Planning Civil Engineering _ WINS Land Surveying CODATE: 2 63 IZ8b 2 11 I 74' a STA. 3O+00. 00 f BASELINE ROAD STA. 9+98.13 PROPOSED IF ALDER A VE. = WA `--EXIST. CURB & GUTTER \-£X/ST. CURB cQ' GUTIFR orr r�J�V:%r] C TyOF ZI l TO 120' 180' TRANSITION `--PROP• R11W BA Y TAPER k ROADEX/sT. RI DETA%L 22 -- -- -- EXIST. EOP _ ETA/L 38 w 150' w 33+00 1 34+00 35+0p 36+00 _ 3' TYPF /V .df?Rf)N/ TYPE IV ARROW (L) EX/ST. IF STRIPE //) a i/L I P7/L �G EX /ST. STOP SIGN TO BE REMOLD BY a T Y FORCES) REMOVE EXIST. CONFLIC77NG STRIPING AND "STOP' MARKING PLANNING DESIGN CONSULTATION MARK 9007 Arrow Route, #120 Rancho Cucamonga, CA 91730 (909) 948-3450 FAX: (909) 948-2750 ?' -ZZ-00 DON BROOKS, R. C. E 41829 EXP. ,x%31/04 EXIST BUS STOP SIGN TO BE REL OCA TED _ '*\_fx/sT R/W w EX/ST. EOP —REMOVE EX/S77MG CONFLICTING STRIPING OF J-�-j0jVT_1z1j\ z] SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CIN OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA (DATED JULY, 1992) 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL N0. 139. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS ppOFESsI OR OTHER TRAFFIC CONTROL AT ALL TIMES. yI� JAMES�� 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 2 WORKING DAYS � E•KINLEY�, PRIOR TO PAVEMENT STRIPING APPLICATION. 39908 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12"STRIPES PER CIN STANDARD � X13&240 03 DETAIL 100G.['�°�O�CALiFO��P 9. ALL EXISTING CONFLICTING STRIPING TO BE REMOVED BY WET SANDBLASTING. FIELD BOOK REF. CITY OF RIALTO RSIGNING AND STRIPING PLANS �S'� �� ►� ENGINEERING DEPARTMENT DESIGNED BY -.-APPROVED ftSTA. 11+88 TO STA. 33+50 DRAWN BY: CHECKED BY: BASELINE ROAD RECOMMENDED BY: IN THE CITY OF JAMES �"�o DATE ,-RIALTO� SHEET 8 OF. l CONTRACT ACCOUNT DWG. NO. 2 sTQUZS EX/ST. CURB & GUTTER 90 -00 ' W s STA. a � 3 srA. 180' TRANS/TION 120' BA Y TAPER V, 1 M 0 4 REMOVE EXISTING EXIST. RAW CONFLICTING STRIPING w w CAO w w w EXIST. EOP IN t V o4 O:4 �Q T. RI I ti E : -qqw EX/ST. R/W 0 OF -82 d RJA � 8�i 2! 104 0 27 REMOVE' EXIST. STREET NAME SIGN AND STOP SIGN ° BA t5EL IN (BY CITY FORCES � E,GylsT SIGN PROTECT IN PLACE TYPE /V ARROW (L -s.e.DETAIL 22 ° .�.,.. Y 300' o w O c n Cs 250' TYPE IV ARROW (L) kDETAIL 38 C TY 0jf7j j?j OJVTA J\J_11 0 0 CD Underground Service Alert Go CD c Call: TOLL FREE 3 1-800 227-2600 co0 CD my= IiCU D16 cu LD SHOULD CONS7RUCT101V OF THE' REQU/RED /MPRommENTS NOT 3 COMMENCE WTYIN TWO YEARS OF THE DATE OF APPROVAL SHOHN HERON AND CARRIED FORTH IN A DILIGENT MANNER, (U THE CITY ENG/NEER MA Y REQUIRE REI 1/1'SIONS TO THE PLANS Ln TO BRING THEM /NTO CONFORMANCE W1'TH STANDARDS /N n EFFECT. R EX/ST. R/W NOTE � CROSSWALK S7R/P/NG SHALL BE 11 12" YELLOW STR/P£.S o � J Q QQ,OF SSip��4 co wp No. 41"' � °G Exp, 3131,'.34 qTF OF G L. CITY OF FONTANA, CALIFORNIA SIGNING AND STRIPING SB BASELINE ROAD & 0 AND ALDER AVENUE Land Planning Civil Engineering _ WINS Land Surveying CODATE: 2 63 IZ8b 2 11 I 74' a STA. 3O+00. 00 f BASELINE ROAD STA. 9+98.13 PROPOSED IF ALDER A VE. = WA `--EXIST. CURB & GUTTER \-£X/ST. CURB cQ' GUTIFR orr r�J�V:%r] C TyOF ZI l TO 120' 180' TRANSITION `--PROP• R11W BA Y TAPER k ROADEX/sT. RI DETA%L 22 -- -- -- EXIST. EOP _ ETA/L 38 w 150' w 33+00 1 34+00 35+0p 36+00 _ 3' TYPF /V .df?Rf)N/ TYPE IV ARROW (L) EX/ST. IF STRIPE //) a i/L I P7/L �G EX /ST. STOP SIGN TO BE REMOLD BY a T Y FORCES) REMOVE EXIST. CONFLIC77NG STRIPING AND "STOP' MARKING PLANNING DESIGN CONSULTATION MARK 9007 Arrow Route, #120 Rancho Cucamonga, CA 91730 (909) 948-3450 FAX: (909) 948-2750 ?' -ZZ-00 DON BROOKS, R. C. E 41829 EXP. ,x%31/04 EXIST BUS STOP SIGN TO BE REL OCA TED _ '*\_fx/sT R/W w EX/ST. EOP —REMOVE EX/S77MG CONFLICTING STRIPING OF J-�-j0jVT_1z1j\ z] SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CIN OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA (DATED JULY, 1992) 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL N0. 139. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS ppOFESsI OR OTHER TRAFFIC CONTROL AT ALL TIMES. yI� JAMES�� 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 2 WORKING DAYS � E•KINLEY�, PRIOR TO PAVEMENT STRIPING APPLICATION. 39908 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12"STRIPES PER CIN STANDARD � X13&240 03 DETAIL 100G.['�°�O�CALiFO��P 9. ALL EXISTING CONFLICTING STRIPING TO BE REMOVED BY WET SANDBLASTING. FIELD BOOK REF. CITY OF RIALTO RSIGNING AND STRIPING PLANS �S'� �� ►� ENGINEERING DEPARTMENT DESIGNED BY -.-APPROVED ftSTA. 11+88 TO STA. 33+50 DRAWN BY: CHECKED BY: BASELINE ROAD RECOMMENDED BY: IN THE CITY OF JAMES �"�o DATE ,-RIALTO� SHEET 8 OF. l CONTRACT ACCOUNT DWG. NO. 2 sTQUZS