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R/W 30' I_ w I w z ROADWAY WIDENING —► EXISTING RIGHT—OF—WAY a w w 18'-24'f 2'-6'f LINE CUT 0.50' JF CO/ISt R/W 30' i EXISTING RIGHT—OF—WAY CL w w I w i 18'-24p± w z 2'-6'f ROADWAY WIDENING ILINE CUT 0.50' 2 4 1 4 2 2%_ VAR_ VAR.,-_ 2% CONFORM �P�. 8% ° .�\�..\—%"� �qn ONFORM '=RX lr` a ISTINGROADWA,+ + +4++ + At +°° + +. SHOULDER BACKING + - o _ COMPACT TO 90% RELATIVE AC COMPACTION. A.C. 0.60' +: + +� AB 1.85' AB COMPACT TO 95% RELATIVE COMPACTION. LEFT SIDE STA. 258+45 TO STA. 269+32 R/W 2't ----{ 4' CONFOR A SHOULDER BACKING COMPACT TO 90% RELATIVE COMPACTION. STA. 269+20 to 271+76± STA. 273+72f TO 275+20 NEW R/W 1' i 0'-10, BYRON ROAD TYPICAL SECTION 30' EXISTING RIGHT—OF—WAY 24'± CO/RSt BYRON SHOULDER BACKING COMPACT TO 90% RELATIVE COMPACTION. A.C. 0.60' 1.85' AB COMPACT TO 95% RELATIVE COMPACTION. RIGHT SIDE STA. 258+45 TO STA. 268+70 30' EXISTING RIGHT—OF—WAY 24'± 0" 0.25' A.C. OVERLAY STA. 269+20 TO 275+20 ROAD TYPICAL SECTION • STA. 11+27± TO STA, 17+00 Const 30' EXISTING RIGHT—OF—WAY • 32' 33'± 30' EXISTING RIGHT—OF—WAY R/W 4'� � 2't NFORM SHOULDER BACKING COMPACT TO 90% RELATIVE COMPACTION. STA. 269+20 to 275+20 Cl- uj GRIND 0.25' A.C. AND PLACE 0.50'-0.25' A.C. OVERLAY. w w (CURVE RADII) w1 1'f -47't —I 14 16'-74'f w (CURVE RADII) z ROADWAY WIDENING ZS i - u ROADWAY WIDENING 4' 4' 2'— 1 8 f � 0'-20'± 0.50'-0.25' 0.50' E CUT A.C. 0.50' LINE CUT A.C. 0.60' 27 2%_ 2% 2% `8� CONFORM �l✓ar • Q.4. � -- - + + + + *. + +. a+ + t + +.° EXISTING ° ROADd�IQY- ,• • + + + + + + +a °° + .+ -tl At SHOULDER BACKING A.C. 0.60' r•/u hal / °+ : # . + + • a.+..�. + + + + + COMPACT TO 90% RELATIVE 1.85' AB COMPACT '� �� 1.85' AB COMPACT COMPACTION. ` ✓� TO 95% RELATIVE COMPACTION. lT �, TO 95% RELATIVE COMPACTION. � 11 Z� � 5 EXISTING UTILITY POLES NEW UTILITY TO BE RELOCATED BY GRANT Ll NE ROAD POLE LOCATION. OTHERS. — TYPICAL SECTION LEFT SIDE RIGHT SIDE STA. 271+60 (BYRON RD) STA. 273+84 (BYRON RD) TO STA. 16+80 (GRANT LINE RD) TO STA. 12+20 (GRANT LINE RD) -F/orr DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY Entique Silva 1/13 ;61k �� U� 1113/,, /, DRAf�IE:R SHEET N0. REVISION DATE a w w z NEW R/W ,_ 0 5/ 1 i 2'-4' 2f -4f 8�a Var CONFORM SHOULDER BACKING COMPACT TO 90% RELATIVE COMPACTION. AC + ° AB itL - 1 35 th;cjc 'ON 133HS I 83MV80 GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES, PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS OPERATIONS. QUANTITY AND EXACT LOCATIONS OF ALL UTILITIES TO BE DETERMINED BY CONTRACTOR 48 HOURS BEFORE BEGINNING WORK. PHONE USA (811) PRIOR TO DIGGING. 2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND SHALL PERFORM ALL LABOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS DATED MAY 2006, AND COUNTY SPECIAL PROVISIONS. 3. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL MEASURES, AND CONFORMING TO THE CURRENT CALIFORNIA MANUAL UNIFORM TRAFFIC CONTROL DEVICES. EVERY LANE OPEN TO TRAFFIC NEAR RAILROAD CROSSING SHALL HAVE AN ACTIVE WARNING DEVICE FUNCTIONING AT ALL TIMES. ALL ACTIVE WARNING DEVICES SHALL EXTEND THE ENTIRE WIDTH OF THE TRAVEL LANES. 4. SHOULDER BACKING MATERIAL AT ALL INTERSECTION RADII SHALL RECEIVE PENETRATION TREATMENT AT 0.25 GALLON/SQUARE YARD. LIMITS OF THE PENETRATION TREATMENT WORK SHALL BE CONFINED TO INTERSECTION RADII PLUS FIFTY FEET (50') IN EACH DIRECTION. PAYMENT FOR PENETRATION TREATMENT SHOULD BE CONSIDERED AS INCLUDED IN THE UNIT PRICE PAID FOR PENETRATION TREATMENT. 5. THE CONTRACTOR SHALL CONDUCT THE SHOULDER BACKING OPERATION SO AS NOT TO DISTURB OR OBSTRUCT ANY EXISTING DRAINAGE. 6. LOOP DETECTORS SHALL BE CENTERED IN EFFECTIVE LANE WIDTHS UNLESS OTHERWISE NOTED ON PLANS OR DIRECTED BY THE ENGINEER. 7. CONTRACTOR SHALL CONTACT JIM WIROWEK WITH PACIFIC GAS & ELECTRIC AT (209) 932-6415 OFFICE OR (209) 480-1681 CELL FOR POWER SERVICE CONNECTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ALL CONFLICTS, ERRORS, OMISSIONS, ETC, TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. IF SO DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL STOP WORK UNTIL REMEDIAL ACTION CAN BE TAKEN. ANY COST RESULTING FROM THE CONTRACTOR'S FAILURE TO REPORT OR FAILURE TO STOP WORK AS DIRECTED WILL BE RESPONSIBILITY OF THE CONTRACTOR. 9, TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS SHALL BE PER CALIFORNIA (MUTCD) MANUAL AND STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION. 10. ALL SIGNS SHALL BE STANDARD SIZE AND INSTALLED ON GALVANIZED STEEL SQUARE POSTS PER COUNTY STANDARD PLAN R-26, UNLESS OTHERWISE NOTED ON THE PLANS. 11. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED AT APPROPRIATE TIME RELATIVE TO THIS WORK OR AS OTHERWISE DIRECTED BY THE ENGINEER. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY STRIPING, MARKINGS, SIGNINGS SHALL BE IN PLACE PRIOR TO OPENING LANES TO TRAFFIC. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT, ALL TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS, ALL RE—TESTING SHALL BE PAID BY THE CONTRACTOR. 13. THE CONTRACTOR SHALL NOTIFY SPRINT FOR A REPRESENTATIVE TO BE PRESENT DURING WORK NEAR THE FIBER OPTIC LINE AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK. PLEASE CONTACT SPRINT REPRESENTATIVE ED PEREZ AT (209) 423-9741 14. THE CONTRACTOR SHALL NOTIFY KINDER MORGAN TO ARRANGE FOR A PIPELINE REPRESENTATIVE TO BE PRESENT DURING WORK NEAR THE PIPELINES AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK, PLEASE CONTACT KINDER MORGAN AREA MANAGER, MR. MIKE McWHORTER AT (559) 493-2975 THE CONTRACTOR SHALL ALSO PROVIDE A LIST OF CONSTRUCTION EQUIPMENT THAT WILL BE USED AT THE PROJECT SITE TO KINDER MORGAN 15 CALENDAR DAYS AFTER AWARD OF CONTRACT. 15. THE CONTRACTOR SHALL CONTACT CHEVRON PIPELINE COMPANY TO ARRANGE A FACILITY INSPECTOR ON SITE DURING CONSTRUCTION AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL ALSO PROVIDE A LIST OF CONSTRUCTION EQUIPMENT THAT WILL BE USED AT THE PROJECT SITE TO CHEVRON PIPELINE COMPANY 15 CALENDAR DAYS AFTER AWARD OF CONTRACT, PLEASE CONTACT JEREMY GROSS AT (925) 753-2003 OR ADAM HAAS AT (925) 766-9210. 16. THE CONTRACTOR SHALL CONTACT UNION PACIFIC RAILROAD COMPANY JIM SMITH AT (916) 789-5152 ON THE START DATE AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK. THROUGHOUT THE ENTIRE CONSTRUCTION TIME FRAME, THE CONTRACTOR AND UPRR SHALL WORK CONCURRENTLY AND COMMUNICATE/COORDINATE ON WORK SCHEDULE PERFORMED BY BOTH PARTIES. 17. THE CONTRACTOR SHALL NOTIFY MARK RUIZ, CITY OF TRACY CONSTRUCTION INSPECTION DIVISION, AT (209) 483-6091, FORTY—EIGHT (48) HOURS PRIOR TO START OF WORK. 18. THE CONTRACTOR IS PROHIBITED TO USE HEAVY VIBRATORY EQUIPMENT OVER CHEVRON AND KINDER MORGAN PETROLEUM PIPELINE AND SPRINT/VERIZON FIBER OPTIC LINE. CONSTRUCTION EQUIPMENT WILL BE LIMITED TO LIGHT WEIGHT GRADERS/EXCAVATORS AND ROLLERS WITH MINIMAL COMPACTION OF THE SUBGRADE OVER THE PIPELINE AND FIBER OPTIC TO AVOID POSSIBLE DAMAGE, 19. REMOVAL OF PAVEMENT MARKERS SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT UNIT PRICE PAID FOR ASPHALT CONCRETE AND NO SEPARATE PAYMENT WILL BE ALLOWED. 20. ALL UNDERGROUND WORK AND SIGNAL WORK SHALL BE INSTALLED AND COMPLETED PRIOR TO THE FINAL A.C. LIFT, RECOR"RAMVING i No Ch _ - �...........-- DetP l VTKhis:Dm� Any P�arcnn 1Asin ine. h0uld Vorlfy aminfirm^tif?r� R' insnQrtlno The Site Of Wrwv UNDERGROUND SERVICE ALERT OFESS/p1, W No. 42581 9�F cIV1\- David Mend za Registered Civil Engineer DATE TYPICAL SECTION, GENERAL NOTES, AND BYRON ROAD AND GRANT LINE ROAD SHEET TOTAL S COUNTY OF SAN JOAQUIN No SCALE SHOULDER DETAILS z 7 /r3 INTERSECTION IMPROVEMENTS