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HomeMy WebLinkAbout3153-12SEE SHEET 13 FOR FONTANA STRIPING NOTES. SAN BERNARDINO COUNTY TRAFFIC CONTROL GENERAL NOTES: 1. ALL signing, striping and pavement markings SHALL BE in conformance with the current edition of the TRAFFIC MANUAL, published by the State of California, Department of Transportation. 2. ALL striping and pavement markings SHALL BE thermoplastic (Alkyd Base Type). 3. ALL signs and roadside markers SHALL BE of high intensity (FHWA Type III) reflective sheeting, except stop signs SHALL BE diamond grade (FHWA Type IIIA) reflective sheeting. 4. Signs SHALL BE mounted on metal posts similar to County Standard 303(a) and 303(b). 5. ALL conflicting striping and pavement markings NOT SHOWN on the plans, SHALL BE removed by Contractor Removal SHALL BE accomplished by sandblasting, grinding, or as directed by County Representative. 6. ALL conflicting signs SHALL BE either removed, relocated or covered by the Contractor. Relocatable signs SHALL BE installed as specified on the plans or as directed by County Representative. 7. ALL existing signing, striping and pavement markings NOT SHOWN on plans, if removed/obliterated, SHALL BE replaced/restored of same kind, and in conformance with the current edition of the TRAFFIC MANUAL published by the State of California, Department of Transportation. 8. The Contractor SHALL notify County representative to schedule with Traffic Division personnel for a final review (walk through) and approval of Traffic Control Devices prior to project acceptance. 9. ALL construction signs shall be black on orange background with high intensity (FHWA Type III) reflective sheeting. 10. ALL construction signing SHALL BE in conformance with the current edition of the Manual of Traffic Controls for Construction and maintenance Work Zones, published by the State of California, Department of Transportation. 11. ALL school warning signs SHALL BE diamond grade fluorescent reflective sheeting yellow -green. CONSTRUCTION NOTES 30 APPLY DOUBLE YELLOW STRIPE WITH RPM'S PER CALTRANS STD. PLAN A20A, DETAIL 22. 31 APPLY 100MM (4") WHITE LANELINE WITH RPM'S PER CALTRANS STD. PLAN A20A, DETAIL 12. 32 APPLY 100MM (4") SOLID WHITE STRIPE WITH RPM'S PER DETAIL HEREON. 33 APPLY 300MM (12") SOLID WHITE STRIPE. 34 APPLY PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLAN A24A, TYPE IV (L) ARROW. 35 APPLY 200MM (8") SOLID WHITE STRIPE WITH RPM'S PER CALTRANS STD. PLAN A20D, DETAIL 38. 36 INSTALL SIGN AND POST, TYPE AS INDICATED, PER CITY OF FONTANA TRAFFIC DEPT. STD. 1 00m 4" White Stripe Type G Marker Direction of Travel 6" 49' 6" Typ. Typ• STRIPING DETAIL 32 NOT TO SCALE SCALE: 1 "=40' GRAPHIC SCALE 40 0 20 40 80 ( IN FEET 1 inch = 40 ft COUNTY OF SAN BERNARDINO APPROVED: CHIEF, TRAFFIC DIVISION DATE Underfroand service Alert SECTION 4216/4217 OF THE GOVERNMENT ORE Y� CODE REQUIRES A DIG ALERT IDENTIFICATION o� NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JN 12414 City of Fontana File: E:\dwg\12414\CITRUS\12414st12.dwg 10/03/00 160 2 CD JURUPA AVE. „s 52' I I I 14' I 00 CITRUS AVE. LVTVV.00 JURUPA AVE./�- C&G N 9 33 r N 114' 57' I 50' y 12' 12' 11' 1 g'I 14' 1110 FRO U- 0 U z M 0 CITRUS AVENUE 120' TRANSITION 36 W 36 .00% 00 J goo z0 00 r` N J 0 —I U CO J + + ±� NW o w r'IO RNV �I� �Ic\� w I 'm ----�----- -}---- --}--° ---- ---a------- -�C ---a=- ----- W U) 32 `- co C&G� 31 0 150' _ `�' _ _ _ _ _ _ N O 11 34 150' 35 1A4 13 14 15 1 O 30 + 33 50 C-4�- o �- .0 31 N �. C&G 7 32 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q ��---- -----� 10 -----� T- -- -- -b ---- �- H ^-1-------- -------- -- _ — --- -- — U) UJI � J►/ co aol � Z of 50:1 TAPER RM �1 cow a'a' n� oo J 18' / / / r-L0�j-. w U Cq 36 r -U 36 �U N Q d- 10 34 36 I JURUPA AVE. CITRUS N� O� rn� cDQ �Q �Q �Q d-� C:) 000"4-0�0 00 00 N M ole �I� �Ic\� 010 RNV 00 00 °'IU NIU NIU NIU NIU NIU W -- a �_------- -�. �----------- �C--- -----�-----�C�L---------------� -- -� -4-d'- C&G N0 —3 O � 19 —2017 1N— O r- 0 + 04 N '`' N 31 C&G W Zof LR/W r`I r --.l o �ORC-) Cq+J�—'F- U U N CITRUS F - 21 C5 .— o)N J + J + J + J \ RNV M10 °'Iv olv 0 NIU N N r7 - - W C&G W d' 31 0 � — Ncf) 04 — 27 28 — — — —29 — — — — 30 — — 31 O o V + C"� N 31 C&G N-------------- ---------- ------------ ------ H 00 3:: W RNV °?3:: old 1� Z 40 c6 r- C) 00 N J +J +J +—J+J NU NU NU thU Q � . FRF, l c� No. 16434 * Exp. 6/30/05 C �TEOF CP�-� L�C11'��G SUSTE 100 TI ENON CENTER WAY ONTARIO, CA 91764 (909) 937-0200 /d-23 •03 CARL J. MAN, R.C.E. No. 16434 DATE EXPIRES 6-30-05 — 22 — AVENUE r` 0 0 J + C14 31 —23 — 24 31 CDI �o .+ J N U AVEI LO 04 Vi 0 N P� J -.4-0RNV n + 58' LO + U CITRUS AVENUE 120' TRANSITION 36 W 36 .00% 00 J goo z0 00 r` N J 0 —I U CO J + + ±� NW o w r'IO RNV �I� �Ic\� w I 'm ----�----- -}---- --}--° ---- ---a------- -�C ---a=- ----- W U) 32 `- co C&G� 31 0 150' _ `�' _ _ _ _ _ _ N O 11 34 150' 35 1A4 13 14 15 1 O 30 + 33 50 C-4�- o �- .0 31 N �. C&G 7 32 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q ��---- -----� 10 -----� T- -- -- -b ---- �- H ^-1-------- -------- -- _ — --- -- — U) UJI � J►/ co aol � Z of 50:1 TAPER RM �1 cow a'a' n� oo J 18' / / / r-L0�j-. w U Cq 36 r -U 36 �U N Q d- 10 34 36 I JURUPA AVE. CITRUS N� O� rn� cDQ �Q �Q �Q d-� C:) 000"4-0�0 00 00 N M ole �I� �Ic\� 010 RNV 00 00 °'IU NIU NIU NIU NIU NIU W -- a �_------- -�. �----------- �C--- -----�-----�C�L---------------� -- -� -4-d'- C&G N0 —3 O � 19 —2017 1N— O r- 0 + 04 N '`' N 31 C&G W Zof LR/W r`I r --.l o �ORC-) Cq+J�—'F- U U N CITRUS F - 21 C5 .— o)N J + J + J + J \ RNV M10 °'Iv olv 0 NIU N N r7 - - W C&G W d' 31 0 � — Ncf) 04 — 27 28 — — — —29 — — — — 30 — — 31 O o V + C"� N 31 C&G N-------------- ---------- ------------ ------ H 00 3:: W RNV °?3:: old 1� Z 40 c6 r- C) 00 N J +J +J +—J+J NU NU NU thU Q � . FRF, l c� No. 16434 * Exp. 6/30/05 C �TEOF CP�-� L�C11'��G SUSTE 100 TI ENON CENTER WAY ONTARIO, CA 91764 (909) 937-0200 /d-23 •03 CARL J. MAN, R.C.E. No. 16434 DATE EXPIRES 6-30-05 — 22 — AVENUE r` 0 0 J + C14 31 —23 — 24 31 CDI �o .+ J N U AVEI LO 04 Vi 0 N P� J -.4-0RNV n + 0 LO + U MIU K,I 3f- F- W J �� O N N 3::C6 P P� J -.4-0RNV + J + NIS 0 - - W m + DATES SHOWN ;\ W ------------ C&G --- d- CHECKED W R50:1 -.1- 0 N 0 — — — 25— — �, N O dL0 - Z Z � O J O 30 F - FINAL CK 10/17/03 + C&G �" _� N co N Law W RNV Z of co J no + J N U � � � J CN I�CIA RNV !LLQ— ---------- --- —LLJ C&G 31 — — — 33 34 N v Cq M C&G 31 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I— — — - ------------------------------------1°-- --- ---- it V) %-00 RNV N +w d' m 3 6 120' TRAI PLAN OF SIGNING & STRIPING FOR CITRUS AVENUE STA. 7+00.00 TO STA. 36+00.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. d- W 35 34 � O CD 3:: P O SLOVER AVE. 0 C35) -l+ + DATES SHOWN ;\ M STA. 10+00.00 TO w OCTOBER 2003 CHECKED W !LLQ— ---------- --- —LLJ C&G 31 — — — 33 34 N v Cq M C&G 31 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I— — — - ------------------------------------1°-- --- ---- it V) %-00 RNV N +w d' m 3 6 120' TRAI PLAN OF SIGNING & STRIPING FOR CITRUS AVENUE STA. 7+00.00 TO STA. 36+00.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. d- W 35 34 � O CITRUS AVENUE SCALE: P O SLOVER AVE. 0 C35) -l+ DATES SHOWN 32 CC) M STA. 10+00.00 TO STA. 36+00.00 OCTOBER 2003 CHECKED APPRbV D,BY: R50:1 DRAWING NO.: 12 TAPER w dL0 - Z Z � w J rloN F - CITY OF FONTANA, CALIFORNIA SIGNING AND STRIPING PLAN DRAWN BY: CITRUS AVENUE SCALE: P JURUPA AVE. TO SLOVER AVE. DESIGNED BY: DATES SHOWN SCN STA. 10+00.00 TO STA. 36+00.00 OCTOBER 2003 CHECKED APPRbV D,BY: DATE: DRAWING NO.: 12 D CITY TRAFFI ENGINEER R .E. No. .266-90 1 3153 13 FINAL CK 10/17/03