The URL can be used to link to this page

Home My WebLink About5440-2SIGNING AND STRIPING GENERAL NOTES 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITH IN THE CITY LIMITS. CALL (909) 350-7610. 2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2015, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. 3. IT $HALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALL TIMES. 4. ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD DETAIL 4003, UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 6. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 STRIPING ON ROADWAYS WITH RAISED MEDIANS. 7. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING. 8. CONTROL POINTS OR "CAT TRACKING" SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PAVEMENT STRIPING AND LEGENDS. NOTIFY THE CITY AT LEAST TWO DAYS PRIOR FOR APPROVAL OF "CAT TRACKING." 9. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLANS. 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. n w EX. R/W JOIN EXISTING STRIPING STA: 7+17.47 EX. EP W3-3(8),-.1 o +1 o 0 I� N V EX. C/G YY` U EX. R/W I '\t w 50' 1 i O 22' 22' o•Y + SNS, 6 R1-1, R9 -3A, R9-3 EX. AC. BERM 1 \- EX. R/W SIGNING AND STRIPING CONSTRUCTION NOTES U APPLY 4" DOUBLE YELLOW CENTERLINE PER CALTRANS STD. PLAN A20A, DETAIL 22. O2 APPLY WHITE TYPE IV ARROW PER CALTRANS STD. PLAN A24A. O3 APPLY WHITE SOLID LANE LINE PER DETAIL "A". OAPPLY WHITE 12" SOLID CROSSWALK AND/OR LIMIT LINE PER CALTRANS STD. PLAN A24E. O5 REMOVE CONFLICTING STRIPING/ MARKING BY SANDBLASTING. OREMOVE AND SALVAGE EXISTING SIGN AND POST TO THE CITY YARD IN A REUSABLE CONDITION. O7 APPLY 8" WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. ® INSTALL NEW ROADSIDE SIGN ON POST PER CITY STD. DWG. 4003. OAPPLY WHITE RIGHT EDGELINES PER CALTRANS STD. PLAN A20B, DETAIL 27B. i I VALLEY BLVD 6 R9 -3A, JOIN EXISTING STRIPING R9-36 STA: 12+80.74 o EX. R14-1 EX. C/G EX. R/W - ---- - _ , co in N 1 N 5 50 3 5 5 5 1 5 4 3 50 N 7 150' 5 N 0 N c4 N EX. C/L + 5 N N 90, GAP 0 10+00 - 12+00-------------------------- ------- - -T —� oc :__ = 5 -------------- --------90' --GAP --------------- ----------- - N cq N . EX. C L - 4 2 2 1 N I-5 in 150' 7 50' 3 5 �� 3 50 5 NN • I------- . i Q EX. R26(S)(CA) EX. EP EX. R26(S)(CA) EX. C/G EX. R/W 9 R9 -3A, 6 R9 -3B o 0 22119' 50' 1 50' TYPE G 6" (TYP.) I DIRECTION OF TRAVEL \_4" WHITE STRIPE DETAIL "A" U SNS, R1-1, R9 -3A, R9 -3B PROP. C/G EX. R/W EX. R/W I x I ,,,, - - - ! F Jr -1 EX. AC. BERM I- 00 — — 00 I 16 19 € I I EX. C/G N x EX. CURB EX. R/W ROP. R/W 10+00.00 OLEANDER AVE 10+00.00 VALLEY BLVD. LEGEND: REMOVE EXISTING PROPOSED TYPE IV (L or R) PAVEMENT ARROW p F ROADSIDE SIGN ------------ TRAFFIC STRIPE OR MARKING I X $ W3-3 SIGN LEGEND: LU A I � T 0 + I < > Q I i I A I� W3-3 North 0 40 80 SCALE 1"=40' UNDERGROUND SERVICE ALERT (USA) SHOULD CONSTRUCTION OF THE REQUIRED RpF E SS/p^, KOA CORpomnON Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA Q IT'S THE LAW! IMPROVEMENTS NOT COMMENCE WITHIN TWO y��°NG GUq��y PLANNING & ENGINEERING SIGNING AND STRIPING PLAN DIAL BEFORE# YEARS OF THE DATE OF APPROVAL SHOWN HEREON `, 3190 C Shelby Street DRAWN BY: VALLEY BOULEVARD SCALE: YOU DIG! # Ontario, California 91764 AS Noted AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 75793 Tel: (909) 890-9693 Fax: (909) 890-9694 CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EXP. 6/30/18 DESIGNED BY: A DATE: CALL AT LEAST o s a�� * BENCH MARK:B.M. NO. 274 ELEVATION= 1,244.23 OLEAND AVENUE TWO WORKING DAYS Know what's below. PLANS TO BRING THEM INTO CONFORMANCE WITH •4j pR� DESCRIPTION: BEARINGS SHOWN ARE BASED UPON THE CENTERLINE OF OLEANDER AVENUE AS Call before you dig. P FOF CAVE \ SHOWN ON RECORD OF SURVEY RECORDED IN RS BOOK 43, PAGE 5, RECORDS OF �� CHECKED BY: P OVED 3 q DRAWING NO.: 2 BEFORE YOU DIG \ STANDARDS IN EFFECT. THE COUNTY OF SAN BERNARDINO, CA. DATE:�III� DATE: ` '/ 5440 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE MING GUAN. R.C.E. 75793 CITY ENGINE R.C.E. 51152 I _T o 0 I� N V EX. C/G YY` U EX. R/W I '\t w 50' 1 i O 22' 22' o•Y + SNS, 6 R1-1, R9 -3A, R9-3 EX. AC. BERM 1 \- EX. R/W SIGNING AND STRIPING CONSTRUCTION NOTES U APPLY 4" DOUBLE YELLOW CENTERLINE PER CALTRANS STD. PLAN A20A, DETAIL 22. O2 APPLY WHITE TYPE IV ARROW PER CALTRANS STD. PLAN A24A. O3 APPLY WHITE SOLID LANE LINE PER DETAIL "A". OAPPLY WHITE 12" SOLID CROSSWALK AND/OR LIMIT LINE PER CALTRANS STD. PLAN A24E. O5 REMOVE CONFLICTING STRIPING/ MARKING BY SANDBLASTING. OREMOVE AND SALVAGE EXISTING SIGN AND POST TO THE CITY YARD IN A REUSABLE CONDITION. O7 APPLY 8" WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. ® INSTALL NEW ROADSIDE SIGN ON POST PER CITY STD. DWG. 4003. OAPPLY WHITE RIGHT EDGELINES PER CALTRANS STD. PLAN A20B, DETAIL 27B. i I VALLEY BLVD 6 R9 -3A, JOIN EXISTING STRIPING R9-36 STA: 12+80.74 o EX. R14-1 EX. C/G EX. R/W - ---- - _ , co in N 1 N 5 50 3 5 5 5 1 5 4 3 50 N 7 150' 5 N 0 N c4 N EX. C/L + 5 N N 90, GAP 0 10+00 - 12+00-------------------------- ------- - -T —� oc :__ = 5 -------------- --------90' --GAP --------------- ----------- - N cq N . EX. C L - 4 2 2 1 N I-5 in 150' 7 50' 3 5 �� 3 50 5 NN • I------- . i Q EX. R26(S)(CA) EX. EP EX. R26(S)(CA) EX. C/G EX. R/W 9 R9 -3A, 6 R9 -3B o 0 22119' 50' 1 50' TYPE G 6" (TYP.) I DIRECTION OF TRAVEL \_4" WHITE STRIPE DETAIL "A" U SNS, R1-1, R9 -3A, R9 -3B PROP. C/G EX. R/W EX. R/W I x I ,,,, - - - ! F Jr -1 EX. AC. BERM I- 00 — — 00 I 16 19 € I I EX. C/G N x EX. CURB EX. R/W ROP. R/W 10+00.00 OLEANDER AVE 10+00.00 VALLEY BLVD. LEGEND: REMOVE EXISTING PROPOSED TYPE IV (L or R) PAVEMENT ARROW p F ROADSIDE SIGN ------------ TRAFFIC STRIPE OR MARKING I X $ W3-3 SIGN LEGEND: LU A I � T 0 + I < > Q I i I A I� W3-3 North 0 40 80 SCALE 1"=40' UNDERGROUND SERVICE ALERT (USA) SHOULD CONSTRUCTION OF THE REQUIRED RpF E SS/p^, KOA CORpomnON Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA Q IT'S THE LAW! IMPROVEMENTS NOT COMMENCE WITHIN TWO y��°NG GUq��y PLANNING & ENGINEERING SIGNING AND STRIPING PLAN DIAL BEFORE# YEARS OF THE DATE OF APPROVAL SHOWN HEREON `, 3190 C Shelby Street DRAWN BY: VALLEY BOULEVARD SCALE: YOU DIG! # Ontario, California 91764 AS Noted AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 75793 Tel: (909) 890-9693 Fax: (909) 890-9694 CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EXP. 6/30/18 DESIGNED BY: A DATE: CALL AT LEAST o s a�� * BENCH MARK:B.M. NO. 274 ELEVATION= 1,244.23 OLEAND AVENUE TWO WORKING DAYS Know what's below. PLANS TO BRING THEM INTO CONFORMANCE WITH •4j pR� DESCRIPTION: BEARINGS SHOWN ARE BASED UPON THE CENTERLINE OF OLEANDER AVENUE AS Call before you dig. P FOF CAVE \ SHOWN ON RECORD OF SURVEY RECORDED IN RS BOOK 43, PAGE 5, RECORDS OF �� CHECKED BY: P OVED 3 q DRAWING NO.: 2 BEFORE YOU DIG \ STANDARDS IN EFFECT. THE COUNTY OF SAN BERNARDINO, CA. DATE:�III� DATE: ` '/ 5440 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE MING GUAN. R.C.E. 75793 CITY ENGINE R.C.E. 51152