The URL can be used to link to this page

Home My WebLink About2302-100 00 0 W a 0 0 U r=i i� 110' ' . 49 39' EX. R34 I 16' 11' 11' 10' 10 11' 15' EX. R41 ON UNION OIL POLE .� EX. R 17 & R17B EX. R EX. R7 EX. R7 & R34 I I I /-EX. R7 & R34 16' 12' 12'10 10' 11' 11' 14' 8 52 4 ' 8 116' W 0 0 11 �' 0 .� EX. R7 & R 3 4 VALLEY K__AISER DRIVEWAY Rs,_n751 A s,r�—ao -1 EX. R49 ON "r BARRICADE EX. R35 R26(S) 4" WHITE STRIPE L_ 5® TRANS.1NSB EX. R17 EX. R17 EX R26(S) EX W41 BLVD. EX. R26(S) EX. R26(S) w 4 z w J J SB 1 & R17B & R17B X. R10 I r -�- EX. W74 � � d R26(S) r' EX. R26(S) \Ji r -L>< ___--- ---�.----------------- -- - jo N 50' N N 400 TRANSITION ® .'��. RL EX. R7 & TYPE K r 1 __ - --------- -- ---- --- --- --- 0 50:1-_ �? EX. R20B d- = 155' r SB-----_ =---------- 12 �13 0 _ 15 18 - -- -1+_ --- _ 20 — 0 TYPE K"- 16 17 115'---= -------- -, R7 &:7,-, _ _ `v ' - SB TYPE K�, " o r,� EX. R20B _ r 50 CTYP.�_ - - - -- — - b - N -_ - - - --_.__ ---._. -- --- gp' N' I — -- — -- — — — ---~' 250' TRANSITION C� 31.3:1 -' �- _ _� o --- — cv EX. R49 N N JOIN R18 b b N r EX. R26(S) EX. R26(S) EX. R26(S) EX. R17 EX. W41 EX. R26 S) EX. R26(S) EX. R26(S) EX. R13 I EX. R2(50) I EX. R17 EX. R17 EX. R26(S) ( 6 & R17B & R17B & R17B SB 4 `J J 13 13 13 STA. 18+24.50 z VALLEY BLVD. SB 1 iv- w VINEYARD m N - VALLEY DRIVEWAY HEALTH KAISER CAREZIWIT 0/4�' _ ....._. PARKWAY ,�S BU1L 7r DRIVEWAY R61-20.1 52 ' �- 25 _ 4 VALLEY'� 26 26 - - '"� 30' CURB & GUTTER 34s s� 8 TRANSITION j DECORATIVE PAVEMENT 7 12' 11' � 11' 12' 12" WHITE CHEVRONS ® 20' 0 C I " " CROSSWALK AND W' , BLVD / TYPE L OBJECT -.s MARKERS 110 TYPE L OBJECT MARKERS 1 z _r 4 1 EXIST. CURB & GUTTER -. SB SB 11 � 4 5 SB = � R1 � = 25' - � 4 SB d01 dOlS .� CR 25 r I , CR 0 T_ " R26 S ��g R1 11 R26(S) 11 W17 R26(S) R26(S) () �� 10 0 777 4 R26(S) R26(S) W 0 2 00 11 i) 11 _„ _ Q _ 350 TRANSITION @ 50:1 TAPER `�' ►'� ft R � S -- —' " --- --- --- - - --- -- --- -- -- - -- --LO -- - - --- --- - PER gp70q��_j01 — � 1 11 -- - - - - - - Ell —' --- --- --- --- _ .. - &p •,, 2 45.1 - R7 25' TRN - ---422:—: --120'26Ic! 04 27 28 33 �- 30 31 LO 2$ r—� --- -24 --= R10(RT� ----__--__--�_-�=.�=-_--�_--__---�_--�_-- ----- �--R1 N N I OIN — — 250 TRANSITION ®50:1 TAPE — — — — r r r 20' W58 & �' " 120' N --- --- 295' - - --- --- --- --- 11 -- -- - - ;� --- - ! -- - --- ,� ,� -- --- — -- .. -- - - CV M r - -- --- -- — - - — — TYPE " K" - --- - - _ - r --- - ---- - -- - -- ---�_ - r --- _ - — - — — -- — — — 1n — �. 11 s 11 0 11 a W N N R17 & TYPE "K" N N R17B � v N � EXIST. CURB & GUT.—,,,�} i (Ni _ R1 R1 04R41 b W17 �- R41 R41 EX. R26(S) 2I 29+21.72 11 STA. 24+24.22 STA. 6 SB VALLEY BLVD. SB 10 SB 1 10 1 SB 11 VALLEY BLVD. SB 1 � 5 v�.:_ -;- 12" WHITE CHEVRONS CONSTRUCTION NOTES `� 12" YELLOW ®40' SPACING 1 INSTALL CALTRANS DETAIL 9y{}F GENERAL NOTES: a INSTALL CALTRANS DETAIL 27B �--- 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN INSTALL CALTRANS DETAIL 28 STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND LEGEND SPECIFICATIONS OF THE STATE OF CALIFORNIA. O RAISED MEDIAN TO BE INSTALLED B Y OTHERS. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM 8 ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE TO CALTRANS STANDARD PLANS LATEST EDITION. REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR EXISTING STRIPING & MARKINGS TO REMAIN. AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS. O INSTALL CALTRANS DETAIL 36 3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS. =4>_ EXISTING STRIPING & MARKINGS TO BE REMOVED. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL - -( 9� REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS 6 INSTALL CALTRANS DETAIL 38 WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE O BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST WRITTEN NOTICE TO THE CITY TRAFFIC SECITON IS REQUIRED TO �► PROPOSED STRIPING &MARKINGS. COAT. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN COORDINATE WORK WITH CITY FORCES. O INSTALL CALTRANS DETAIL 38B THE STRIPING AND PAVEMENT MARKINGS, SHOULD ANY ADDITIONAL COSTS BE NECESSARY. 10, EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE b EXISTING SIGNS; M PROPOSED SIGNS. DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/OR O INSTALL CALTRANS DETAIL 40 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER. Q'Qt�F�SS/�N� THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SCALE: 1 = 40' R/C �O �� B. �� SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET 11. PAINT USED FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS EXISTING RED CURBS O INSTALL CALTRANS DETAIL 21 ��'� �� yF'9 �� CODES. TRAFFIC ON PLANS. OF SIZE SHALL BE STANDARD UNLESS OTHERWISE AND PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE PER SECTION 84-3 l� 2 OF CALTRANS STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE ON PLANS. N®. CO49164 rn 6. SIGNS SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" (12 GA.) 12. CONTROL POINTS OR "CAT TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION �► PAINT TYPE IV ARROW TO MATCH CITY STENCILS. 10 INSTALL CALTRANS DETAIL 29 � � Exp. WITH 7/16 HOLES, 1 ON CENTERS, ON FOUR SIDES THAT CAN BE PRIOR TO PAINTING. PAINT TYPE VII ARROW TO MATCH CITY STENCILS. � .� PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO 11 SIGNS AND PAVEMENT MARKINGS MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY O cJ� ,,, , ONE PIECE ANCHOR, 2 1/2" X 30" X 6 GAUGE (NON -PERFORATED), TO TO BE SANDBLASTED AND/OR REMOVED WHEN �°9T� I� ��\� FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR S SIGNALIZED SIGNAL IS INSTALLED AT THIS INTERSECTION. ,L1F� WITH ONE 7/16 HOLE ON EACH SIDE, AND AT TOP. SB SANDBLAST/REMOVE EXISTING STRIPING, W9 9&IZ 7 PAVEMENT MARKINGS AND RAISED PAVEMENT MARKINGS. W 12" WHITE .l� vNriL &v.A4 o RA7'/NG E CONED pFF � *, ; 0 I/Jh � aff OF FONTANA, CAIMORNIA Hls� see DwGnJo, 2�py • A BLVD. EX. R26(S) EX. R26(S) w 4 z w J J SB 1 & R17B & R17B X. R10 I r -�- EX. W74 � � d R26(S) r' EX. R26(S) \Ji r -L>< ___--- ---�.----------------- -- - jo N 50' N N 400 TRANSITION ® .'��. RL EX. R7 & TYPE K r 1 __ - --------- -- ---- --- --- --- 0 50:1-_ �? EX. R20B d- = 155' r SB-----_ =---------- 12 �13 0 _ 15 18 - -- -1+_ --- _ 20 — 0 TYPE K"- 16 17 115'---= -------- -, R7 &:7,-, _ _ `v ' - SB TYPE K�, " o r,� EX. R20B _ r 50 CTYP.�_ - - - -- — - b - N -_ - - - --_.__ ---._. -- --- gp' N' I — -- — -- — — — ---~' 250' TRANSITION C� 31.3:1 -' �- _ _� o --- — cv EX. R49 N N JOIN R18 b b N r EX. R26(S) EX. R26(S) EX. R26(S) EX. R17 EX. W41 EX. R26 S) EX. R26(S) EX. R26(S) EX. R13 I EX. R2(50) I EX. R17 EX. R17 EX. R26(S) ( 6 & R17B & R17B & R17B SB 4 `J J 13 13 13 STA. 18+24.50 z VALLEY BLVD. SB 1 iv- w VINEYARD m N - VALLEY DRIVEWAY HEALTH KAISER CAREZIWIT 0/4�' _ ....._. PARKWAY ,�S BU1L 7r DRIVEWAY R61-20.1 52 ' �- 25 _ 4 VALLEY'� 26 26 - - '"� 30' CURB & GUTTER 34s s� 8 TRANSITION j DECORATIVE PAVEMENT 7 12' 11' � 11' 12' 12" WHITE CHEVRONS ® 20' 0 C I " " CROSSWALK AND W' , BLVD / TYPE L OBJECT -.s MARKERS 110 TYPE L OBJECT MARKERS 1 z _r 4 1 EXIST. CURB & GUTTER -. SB SB 11 � 4 5 SB = � R1 � = 25' - � 4 SB d01 dOlS .� CR 25 r I , CR 0 T_ " R26 S ��g R1 11 R26(S) 11 W17 R26(S) R26(S) () �� 10 0 777 4 R26(S) R26(S) W 0 2 00 11 i) 11 _„ _ Q _ 350 TRANSITION @ 50:1 TAPER `�' ►'� ft R � S -- —' " --- --- --- - - --- -- --- -- -- - -- --LO -- - - --- --- - PER gp70q��_j01 — � 1 11 -- - - - - - - Ell —' --- --- --- --- _ .. - &p •,, 2 45.1 - R7 25' TRN - ---422:—: --120'26Ic! 04 27 28 33 �- 30 31 LO 2$ r—� --- -24 --= R10(RT� ----__--__--�_-�=.�=-_--�_--__---�_--�_-- ----- �--R1 N N I OIN — — 250 TRANSITION ®50:1 TAPE — — — — r r r 20' W58 & �' " 120' N --- --- 295' - - --- --- --- --- 11 -- -- - - ;� --- - ! -- - --- ,� ,� -- --- — -- .. -- - - CV M r - -- --- -- — - - — — TYPE " K" - --- - - _ - r --- - ---- - -- - -- ---�_ - r --- _ - — - — — -- — — — 1n — �. 11 s 11 0 11 a W N N R17 & TYPE "K" N N R17B � v N � EXIST. CURB & GUT.—,,,�} i (Ni _ R1 R1 04R41 b W17 �- R41 R41 EX. R26(S) 2I 29+21.72 11 STA. 24+24.22 STA. 6 SB VALLEY BLVD. SB 10 SB 1 10 1 SB 11 VALLEY BLVD. SB 1 � 5 v�.:_ -;- 12" WHITE CHEVRONS CONSTRUCTION NOTES `� 12" YELLOW ®40' SPACING 1 INSTALL CALTRANS DETAIL 9y{}F GENERAL NOTES: a INSTALL CALTRANS DETAIL 27B �--- 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN INSTALL CALTRANS DETAIL 28 STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND LEGEND SPECIFICATIONS OF THE STATE OF CALIFORNIA. O RAISED MEDIAN TO BE INSTALLED B Y OTHERS. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM 8 ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE TO CALTRANS STANDARD PLANS LATEST EDITION. REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR EXISTING STRIPING & MARKINGS TO REMAIN. AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS. O INSTALL CALTRANS DETAIL 36 3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS. =4>_ EXISTING STRIPING & MARKINGS TO BE REMOVED. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL - -( 9� REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS 6 INSTALL CALTRANS DETAIL 38 WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE O BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST WRITTEN NOTICE TO THE CITY TRAFFIC SECITON IS REQUIRED TO �► PROPOSED STRIPING &MARKINGS. COAT. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN COORDINATE WORK WITH CITY FORCES. O INSTALL CALTRANS DETAIL 38B THE STRIPING AND PAVEMENT MARKINGS, SHOULD ANY ADDITIONAL COSTS BE NECESSARY. 10, EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE b EXISTING SIGNS; M PROPOSED SIGNS. DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/OR O INSTALL CALTRANS DETAIL 40 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER. Q'Qt�F�SS/�N� THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SCALE: 1 = 40' R/C �O �� B. �� SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET 11. PAINT USED FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS EXISTING RED CURBS O INSTALL CALTRANS DETAIL 21 ��'� �� yF'9 �� CODES. TRAFFIC ON PLANS. OF SIZE SHALL BE STANDARD UNLESS OTHERWISE AND PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE PER SECTION 84-3 l� 2 OF CALTRANS STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE ON PLANS. N®. CO49164 rn 6. SIGNS SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" (12 GA.) 12. CONTROL POINTS OR "CAT TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION �► PAINT TYPE IV ARROW TO MATCH CITY STENCILS. 10 INSTALL CALTRANS DETAIL 29 � � Exp. WITH 7/16 HOLES, 1 ON CENTERS, ON FOUR SIDES THAT CAN BE PRIOR TO PAINTING. PAINT TYPE VII ARROW TO MATCH CITY STENCILS. � .� PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO 11 SIGNS AND PAVEMENT MARKINGS MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY O cJ� ,,, , ONE PIECE ANCHOR, 2 1/2" X 30" X 6 GAUGE (NON -PERFORATED), TO TO BE SANDBLASTED AND/OR REMOVED WHEN �°9T� I� ��\� FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR S SIGNALIZED SIGNAL IS INSTALLED AT THIS INTERSECTION. ,L1F� WITH ONE 7/16 HOLE ON EACH SIDE, AND AT TOP. SB SANDBLAST/REMOVE EXISTING STRIPING, W9 9&IZ 7 PAVEMENT MARKINGS AND RAISED PAVEMENT MARKINGS. W 12" WHITE .l� vNriL &v.A4 o RA7'/NG E CONED pFF � *, ; 0 I/Jh � aff OF FONTANA, CAIMORNIA Hls� see DwGnJo, 2�py