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Home My WebLink About4836-1� I EX. W3-1 LD2 z of - U JI W — — W N � ASSEMBLY D[1 m r OLEANDER EX. R/W TYPE E 1 S5-2 DELINEATOR EX. R/W EX, C&G-, DET. 22 31TYPE VI DET. 22 3 0 in TYPE E = z DELINEATORTYPE E U LL] 1 DELINEATOR 1 `-D � I o DET. 22 1 ASSEMBLY C R26(S)(CA) 150' TRANSITION TAPER STRIPING TYPE VI R26(S)(CA) TYPE VI ,,M W4-2 1 ASSEMBLY D N — AVE EX. S1-1 W16-9PT EX, ASSEMBLY B EX. R2-1(35) dI R/W 11100i EK-C&G-m 12" YELLOWO�' ` EX, R/W S5-23 3 DET. 22 3 C E , x W SCAMN 1.%V 40 20 0 40 80 120 R26(S)(CA) X11 W9-1 W R26(S)(CA) .1 C47 cu 6u - zo- - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 �o J J 0 (ASSEMBLY C R26(S)(CA) 1 R26(S)(CA) 1 R26(S)(CA) z 150' u E TRANSITION TAPER STRIPING f— [__ DET, 32 3 � o Q � SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL uj CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CIN OF FONTANA EX. S1-1 I � I THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS ' AND HIGHWAYS, DATED SEPTEMBER 2006. a W16 -9P 1 � I� EX. R2-1(40) 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CIN OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL OLEANDER � I AVE PROVISIONS. c� PROP R/W 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON 3 EX. R1-1 � THE PLANS. +W4 -4P EX. R/W I � 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, Ex. csG � _ _ ._ce�� Z J PER CITY STANDARD DETAIL N0. 4003. JIM 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS d N I � w OR OTHER TRAFFIC CONTROL AT ALL TIMES. 12 WHITE 3 � Ll � I � ------------------- --- -l- �— � _ � 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER TWO 5 � 3 12' YELLOW � � � I u Q WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. fix. ce�� — � ---- � — � — _ I g w 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12 STRIPES PER CIN STANDARD DETAIL 1003. 3 EX. R2-1(35) Ex, R/W-,,,O'/ 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL o/PROP R/W I PROVISIONS, SECTION E. EX. R1-1 � 4 � � DET. 22 3 � 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 +W4 -4P I � UASSEMBLY B ON HIGHWAYS WITH RAISED MEDIANS. a ASSEMBLY B 1 � 11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS Q � I 411W16 -9P PER CITY STANDARD PLAN. EX. R2 -1C40> � EX. S1-1 SHOULD CONSTRUCTION OF THE REQUIRED ��11 II l3 �llF_ II\�\ T 5 1 innPRnvFnnFniTq ninT rnnnnnF[\irF WITHIN Tonin LL� W i a AVE 3 DET. 9 orM DET. 22 Ex. R/W TYPE IV EX. C&G—\_ W – -- J 7 > ---------------- R26(S)(CA) - - - - - - J J on 0 = z U Q:� W J n/ ED q zlQ W W Q 4 U V si � <t s1_1 36"X36 Q 36X36" m F H00 J(2] j S4-3 � W16 -7P g 24"X36" tw 24"X30" w Ln a o� Q �o Q W LLJ V / EX. R/W DET. 38 150' W W END S4-3 0 o SCHOOL 24"X8" v v ZONE 1 251 UMV0 (j - S5-2 V 36"X36" 0 24"X30" R2- J HEAD � 24 X30 m m s W16 -9P c"� I W 240X30" wEnS4-2 V R-26(S)(CA) 24" X10" Q 12"X18" CONSTRUCTION NOTES LANE ENDS [DINSTALL SIGNS) OR DELINEATOR(S) W9_1 Q REMOVE SIGN(S) 30"X30" D APPLY STRIPING OR LEGENDS D REMOVE STRIPING OR LEGENDS BY SANDBLASTING INSTALL 24" YELLOW LONGITUDINAL 0 LINES SPACED 240 APART W4-2 30"X30" OLEANDER __j ___j DET, 38 150' 3 � ASSEMBLY B 1 � U W 4" WHITE 50' 3 4" WHITE 50' _ ~ I 3 3 3 3 EX. R/W /-EX. R/W ~ EX. C&G� — EX. C&G F, cy LAJ Z _j N tt 1N 5 -4 1-50'—�- 'cu 1 3 ,;o - - - - - ZD - - - -� - - - - --------- - w N ZD - 312" YELLOW W cn C -&G -- EXE C -8-G _��X, W EX, R/W 1 � EX. R/W V3 TYPE I DET, 32 3 ASSEMBLY B � S10P o I CD cU 3 DET, 22 1 R26(S)(CA) � CLO >� 1 R26CS)CCA) W o 1 ASSEMBLY A U) � I EX. W3-1 LD2 z of - U JI W — — W N � ASSEMBLY D[1 m r OLEANDER EX. R/W TYPE E 1 S5-2 DELINEATOR EX. R/W EX, C&G-, DET. 22 31TYPE VI DET. 22 3 0 in TYPE E = z DELINEATORTYPE E U LL] 1 DELINEATOR 1 `-D � I o DET. 22 1 ASSEMBLY C R26(S)(CA) 150' TRANSITION TAPER STRIPING TYPE VI R26(S)(CA) TYPE VI ,,M W4-2 1 ASSEMBLY D N — AVE EX. S1-1 W16-9PT EX, ASSEMBLY B EX. R2-1(35) dI R/W 11100i EK-C&G-m 12" YELLOWO�' ` EX, R/W S5-23 3 DET. 22 3 C E , x W SCAMN 1.%V 40 20 0 40 80 120 R26(S)(CA) X11 W9-1 W R26(S)(CA) .1 C47 cu 6u - zo- - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 �o J J 0 (ASSEMBLY C R26(S)(CA) 1 R26(S)(CA) 1 R26(S)(CA) z 150' u E TRANSITION TAPER STRIPING f— [__ DET, 32 3 � o Q � SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL uj CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CIN OF FONTANA EX. S1-1 I � I THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS ' AND HIGHWAYS, DATED SEPTEMBER 2006. a W16 -9P 1 � I� EX. R2-1(40) 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CIN OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL OLEANDER � I AVE PROVISIONS. c� PROP R/W 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON 3 EX. R1-1 � THE PLANS. +W4 -4P EX. R/W I � 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, Ex. csG � _ _ ._ce�� Z J PER CITY STANDARD DETAIL N0. 4003. JIM 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS d N I � w OR OTHER TRAFFIC CONTROL AT ALL TIMES. 12 WHITE 3 � Ll � I � ------------------- --- -l- �— � _ � 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER TWO 5 � 3 12' YELLOW � � � I u Q WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. fix. ce�� — � ---- � — � — _ I g w 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12 STRIPES PER CIN STANDARD DETAIL 1003. 3 EX. R2-1(35) Ex, R/W-,,,O'/ 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL o/PROP R/W I PROVISIONS, SECTION E. EX. R1-1 � 4 � � DET. 22 3 � 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 +W4 -4P I � UASSEMBLY B ON HIGHWAYS WITH RAISED MEDIANS. a ASSEMBLY B 1 � 11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS Q � I 411W16 -9P PER CITY STANDARD PLAN. EX. R2 -1C40> � EX. S1-1 SHOULD CONSTRUCTION OF THE REQUIRED ��11 II l3 �llF_ II\�\ T 5 1 innPRnvFnnFniTq ninT rnnnnnF[\irF WITHIN Tonin LL� W i a AVE 3 DET. 9 orM DET. 22 Ex. R/W TYPE IV EX. C&G—\_ W – -- J 7 > ---------------- R26(S)(CA) - - - - - - J J on 0 = z U Q:� W J n/ ED q zlQ W W Q 4 U V si � <t s1_1 36"X36 Q 36X36" m F H00 J(2] j S4-3 � W16 -7P g 24"X36" tw 24"X30" w Ln a o� Q �o Q W LLJ V / EX. R/W DET. 38 150' W W END S4-3 0 o SCHOOL 24"X8" v v ZONE 1 251 UMV0 (j - S5-2 V 36"X36" 0 24"X30" R2- J HEAD � 24 X30 m m s W16 -9P c"� I W 240X30" wEnS4-2 V R-26(S)(CA) 24" X10" Q 12"X18" CONSTRUCTION NOTES LANE ENDS [DINSTALL SIGNS) OR DELINEATOR(S) W9_1 Q REMOVE SIGN(S) 30"X30" D APPLY STRIPING OR LEGENDS D REMOVE STRIPING OR LEGENDS BY SANDBLASTING INSTALL 24" YELLOW LONGITUDINAL 0 LINES SPACED 240 APART W4-2 30"X30"