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Home My WebLink About2083-1R41 (30706-) If I-- LU R 7 (24700") If RIGHT If LOL TURN TYPE K (157W) ONLY U9 A LA EX. R 1 SIGN IniA r) /w T I /u, "j, JL "; ! I: EX EDGE OF PA VEMEN T AIZ LO CN 50" A6 CN CN ---------- 100' 50' 50 1 'd CN - - - --- - - - - - - - - - - - - - - - - - - d - - /Zll - - --- - - "' - __ low, EX. EDGE OF ROADWAY EX. W41 250' 7RANS17ION- owl T R28(S) ANY TIME R/W R28(S) T ANY TIME IANY R26(S) Tj Ld bi < r I I I MISSION STREET R/W .50 W C E C jet.. 121-) C, C�c RLUC E OL T W? -R)V t I I LO R1 (307x30-) [$TO- P I %L PROPOSED CURB & CUTTER PER P.M. 13772 [I R26(S) ANY TIME < nj 10, 4-22 ANY R26(S) 1 14 1 18' TIME rj &Z.= R26(S) ONE WAY 36742 n R41 (30706-) FOOTHILL BLVD, (S.R.. 66) PROPOSED CURB & 1%r GUT7ER PER P.M. 13772 EX. CURB & GU 7ER 7 F R/W EX. TOKA Y A VE. EX. R26 Q, W74 (36706-) U� 7RUS A VE" R41 (30"x36") GENERAL NOTES: 1. WORK MTHIN FOOTHILL BOULEVARD RIGHT-OF-WAY IS COVERED BY CALTRANS ENCROACHMENT PERMIT NO. 08-91-1314. CALL FOR STATE INSPECTOR BEFORE BEGINNING ANY WORK MTHiN STATE RIGHT-OF-WAY 2. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICA77ONS FOR THE CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. ANY R26(S) PAINTING PROCEDURE SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE A REQUIREMENTS OF THESE NOTES. 4. TIME CALTRANS TRAFFIC MANUAL. 5. ca AAI STENCILS. R26(S) A W1 7 (36 706 TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO (2) SEPARATE COATS. THE FIRST COAT IS TO BE APPLIED PRIOR TO OPENING A STREET A [I R26(S) ANY TIME < nj 10, 4-22 ANY R26(S) 1 14 1 18' TIME rj &Z.= R26(S) ONE WAY 36742 n R41 (30706-) FOOTHILL BLVD, (S.R.. 66) PROPOSED CURB & 1%r GUT7ER PER P.M. 13772 EX. CURB & GU 7ER 7 F R/W EX. TOKA Y A VE. EX. R26 Q, W74 (36706-) U� 7RUS A VE" R41 (30"x36") GENERAL NOTES: 1. WORK MTHIN FOOTHILL BOULEVARD RIGHT-OF-WAY IS COVERED BY CALTRANS NO TE. THESE PLANS AND SPECIFICARONS ARE THE EXCLUSIVE PROPERTY OF 714E AGENCY AND SHALL NOT BE USED IN ANY MANNER INTHOUT PRIOR CONSENT OF THE AGENCY ANY REUSE OF 714E 7HESE PLANS AND SPECIFICATIONS BY AGENCY OR 07HERS SHALL BE AT THE AGENCYS ANDIOR 07HER'S SOLE RISK AND WTHOUT LIABILITY TO BSI CONSULTANTS, INC. R26(S) JOIN EX. S7RIPING 1 )I- I ICK an MATCH UNE SEE ABOVE RIGHT R18 (36706") ::9 1E R2(4� R26(S) MATCH UNE SEE BELOW LEFT 32p 12'1 19' R7 (24-700-) TY x6 f* 9 9 PE K (157 -) v EX. CURB & GU TTER R/W CN EX, MEDIAN CURB - -------------------------- EX. A C BERM N i -EX. CURB & GUTTER y y R/W REMOVE EX. TYPE L MARKER _1�7EX, "NO PARKING" SIGN\ L EX. "NO PARKING" SIGN up! a 1.40- 0 100, 1 W1 1 (36 "xJ6 -) CONSTRUCTION NOTES: ENCROACHMENT PERMIT NO. 08-91-1314. CALL FOR STATE INSPECTOR BEFORE BEGINNING ANY WORK MTHiN STATE RIGHT-OF-WAY 2. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICA77ONS FOR THE CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 3. PAINTING PROCEDURE SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE A REQUIREMENTS OF THESE NOTES. 4. PAVEMENT MARKERS AND TRAFFIC LINE (STRIPING) DIMENSIONS SHALL CONFORM TO CALTRANS TRAFFIC MANUAL. 5. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO CITY STANDARD MAINTENANCE STENCILS. R26(S) A 6. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO (2) SEPARATE COATS. THE FIRST COAT IS TO BE APPLIED PRIOR TO OPENING A STREET FOR PUBLIC USE. A FINAL COAT IS TO APPLIED NO EARLIER 774AN THIRTY (30) DAYS INSTALL 4" DOUBLE YELLOW LINES MTH 3" BLACK CENTER STRIPE WITH TYPE D PRIOR TO ACCEPTANCE OF STREETS. IT KILL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN THE STRIPING AND PAVEMENT MARKINGS, SHOULD ANY ADDITIONAL COATS BE NECESSARY. Z PAINT USED FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS AND PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE PER SEC77ON 84-3 OF CALTRANS STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE ON PLANS. 8. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING Ag AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 9. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO TI /E LATEST A CALTRANS APPROVED SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE INSTALL WHITE TYPE _VT LANE DROP ARROW PER STATE STANDARD PLAN A-248. STANDARD UNLESS OTHERMSE INDICATED ON PLANS. 10. MATERIALS FOR SIGNS, POSTS AND MOUNTING HARDWARE, SIGN CONSTRUCTION AND SIGN PLAN A -24D. PANEL INSTALLATION SHALL MEET CITY REQUIREMENTS. 11. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST- 2- x 2- (12GA.) WITH 7116 - A HOLES, I" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH MAY VARY W!TH SIGN INSTALLA77ON TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL INSTALL R18 "RIGHT LANE MUST TURN RIGHT" SIGN AND POST PER STATE STANDARD BE A HEAVY DUTY ONE PIECE ANCHOR, 2 112' x 30" x 6 GAUGE (NON -PERFORATED), TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR MTH ONE 7116- HOLE ON EACH SIDE, AND AT TOP. 1 12. THE QUANTITY OF TRAFFIC SIGNING AND STRIPING SHALL BE CONSIDERED ONE LUMP SUM - ITEM, COMPLETE, IN PLACE. THE LUMP SUM PRICE IN THE BID SHALL INCLUDE FULL COMPENSA77ON FOR ALL WORK INVOLVED IN , OR APPURTENANT TO, THE INSTALLA77ON R1 "STOP" SIGN AND POST PER STATE STANDARD PLAN S41 -a OF TRAFFIC LINES ANDIOR MARKINGS ANDIOR MARKERS AND TRAFFIC SIGNS AS REQUIRED A ON THESE PLANS. ALL COSTS FOR TEMPORARY PAVEMENT PAINTING, INCLUDING SANDBLASTING OF EXIS77NG LINES OR MARKINGS, AND THE REMOVAL OF RAISED INSTALL R10 "ONE WAY" SIGN AND POST. PAVEMENT MARKERS, SHALL BE AT THE CONTRACTORS EXPENSE. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 14. CONTROL POINTS OR '"CAT- TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR A TO PAINTING. 75. REMOVE ALL EXISTING CONFLICTING STRIPING, PAVEMENT LEGENDS AND MARKERS. NO TE. THESE PLANS AND SPECIFICARONS ARE THE EXCLUSIVE PROPERTY OF 714E AGENCY AND SHALL NOT BE USED IN ANY MANNER INTHOUT PRIOR CONSENT OF THE AGENCY ANY REUSE OF 714E 7HESE PLANS AND SPECIFICATIONS BY AGENCY OR 07HERS SHALL BE AT THE AGENCYS ANDIOR 07HER'S SOLE RISK AND WTHOUT LIABILITY TO BSI CONSULTANTS, INC. R26(S) JOIN EX. S7RIPING 1 )I- I ICK an MATCH UNE SEE ABOVE RIGHT R18 (36706") ::9 1E R2(4� R26(S) MATCH UNE SEE BELOW LEFT 32p 12'1 19' R7 (24-700-) TY x6 f* 9 9 PE K (157 -) v EX. CURB & GU TTER R/W CN EX, MEDIAN CURB - -------------------------- EX. A C BERM N i -EX. CURB & GUTTER y y R/W REMOVE EX. TYPE L MARKER _1�7EX, "NO PARKING" SIGN\ L EX. "NO PARKING" SIGN up! a 1.40- 0 100, 1 W1 1 (36 "xJ6 -) CONSTRUCTION NOTES: REVISED PLAN 11-14-91 _kC..p(A\L1TRAN-S -PERMIT NO. 08-91-1314 BSI Consultants, Inc. CITY OF FONTANA, CALIFORNIA 685 E. Carnegie Drive Suite 200 1 Son Bernardino, CA 92408 (714) 884-2500 HELPING GOVERNMENTS HELPING PEOPLE CAD BY: DRE3 STRIPING & SIGNING PLAN SCALE: PREPARED UNDER THE SUPERVISION OF: FOOTHILL BOULEVARD (ST. RT. 66) ESIGN BY: AND DATE: �1_ DRE3 CITRUS AVENUE q/,30/ql [III+-j-Vj CHECKED BY: APPROVED- DR. NO.: I .Amm- P,- .3 0 RCC713006 Exp. 12/31/93 DATE DR ENGINEER Ft. saaifn INSTALL 4" YELLOW CENTERLINE WITH TYPE D MARKERS PER STATE STANDARD PLAN A20 -A, DETAIL 2. INSTALL 8" WHITE LANE DROP LINE WITH TYPE C MARKERS SIMILAR TO STATE STANDARD PLAN A20 -C (3' STRIPE, 9' GAP). A INSTALL, RELOCATE, OR REFRESH 12" WHITE CROSSWALK LINES WITH 10" SPACE BETWEEN LINES AS SHOWN PER FONTANA DETAIL 104A. nlz� SAWCUT AND REMOVE BROKEN EDGE OF PAVEMENT. WIDEN TO PROVIDE W OUTSIDE LANE. CONSTRUCT 5"' A.C. OVER COMPACTED NATIVE. FINISHED SURFACE SHALL HAVE 2Z CROSS SLOPE. A INSTALL 4" WHITE LANELINE WITH TYPE G MARKERS PER STATE STANDARD PLAN A20 -A, DETAIL 12. A6 INSTALL 4" DOUBLE YELLOW LINES MTH 3" BLACK CENTER STRIPE WITH TYPE D MARKERS PER STATE STANDARD PLAN A20 -A, DETAIL 22. INSTALL 4" SOLID YELLOW AND BROKEN YELLOW LINES WITH 3" BLACK CENTER STRIPE WITH TYPE D MARKERS PER STATE STANDARD PLAN A20 -A, DETAIL 32. AB INSTALL 4" SOLID YELLOW CENTERLINE. Ag INSTALL 8" WHITE CHANNELIZING LINE MTH TYPE G MARKERS PER STATE STANDARD PLAN A20 -C, DETAIL 38. A INSTALL WHITE TYPE IV TURN ARROW PER STATE STANDARD PLAN A-246. A INSTALL WHITE TYPE _VT LANE DROP ARROW PER STATE STANDARD PLAN A-248. A INSTALL WHITE "STOP" LEGEND AND 12" WHITE LIMIT LINE AS SHOWN PER STATE STANDARD PLAN A -24D. A REPAINT EXISTING LANE LINE. A INSTALL CLASS I TYPE F DELINATORS PER STATE STANDARD PLAN A74 -A. A INSTALL R18 "RIGHT LANE MUST TURN RIGHT" SIGN AND POST PER STATE STANDARD PLAN S41-3. A INSTALL W74 "THRU TRAFFIC MERGE LEFT" SIGN AND POST PER STATE STANDARD PLAN S41-3. AINSTALL R1 "STOP" SIGN AND POST PER STATE STANDARD PLAN S41 -a A INSTALL R7 SIGN AND YELLOW TYPE K MARKER AND POST. A INSTALL R10 "ONE WAY" SIGN AND POST. A INSTALL R41 "RIGHT TURN ONLY" SIGN AND POST PER STATE STANDARD PLAN S41-3. A RELOCATE EXISTING SIGN AND POST PER STATE STANDARD PLAN S41-3 AS SHOWN. A REMOVE, SALVAGE AND DELIVER EXISTING W74 "THRU TRAFFIC MERGE LEFT" SIGN TO CITY MAINTENANCE YARD. A INSTALL 4" SOLID WHITE STRIPE. AINSTALL TYPE H ONE-WAY YELLOW REFLECTIVE MARKERS 0 24' O.C. ADJACENT TO MEDIAN CURBS. A INSTALL R26(S) "NO STOPPING ANYTIME- SIGN AND POST PER STATE STANDARD PLAN S41-3. (SPACE AT 200' INTERVALS) A INSTALL W17 "STOP AHEAD" SIGN AND POST PER STATE STANDARD PLAN S41-3. A INSTALL W11 " " SIGN AND POST PER STATE STANDARD PLAN S41-3. A INSTALL 4" WHJk EDGE LINE AS SHOWN ON PLAN. AINSTALL R2,9(S) "NO STOPPING ANYTIME" (WITH ARROW INDICATION AS SHOWN ON PLAN) SIGN AND POST PER STATE STANDARD PLAN S41-3. SIGN SHALL BE PLACED 45* TO EDGE OF PAVEMENT. REVISED PLAN 11-14-91 _kC..p(A\L1TRAN-S -PERMIT NO. 08-91-1314 BSI Consultants, Inc. CITY OF FONTANA, CALIFORNIA 685 E. Carnegie Drive Suite 200 1 Son Bernardino, CA 92408 (714) 884-2500 HELPING GOVERNMENTS HELPING PEOPLE CAD BY: DRE3 STRIPING & SIGNING PLAN SCALE: PREPARED UNDER THE SUPERVISION OF: FOOTHILL BOULEVARD (ST. RT. 66) ESIGN BY: AND DATE: �1_ DRE3 CITRUS AVENUE q/,30/ql [III+-j-Vj CHECKED BY: APPROVED- DR. NO.: I .Amm- P,- .3 0 RCC713006 Exp. 12/31/93 DATE DR ENGINEER Ft. saaifn