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LEGEND <br />CITY OF ZD <br />REMOVE EXISTING STRIPING <br />STOCKTONAO <br />SAN JOAQUIN COUNTY <br />CITY/COUNTY 0 O PROTECT EXISTING STRIPING <br />Zi <br />LIMIT LINE Ld <br />0 <br />TEMPORARY LANE STRIPING DETAIL, (SEE <br />6 + XX 0') CALTRANS STD PLANS A20A-A20D) <br />00 <br />15 251 50 60 <br />. . .......... ... <br />. ........ 65 <br />Z-5 40 45 70 <br />1, --.1;: : 80 85 <br />.. .... . .... <br />- ... ... .... ... .. .... ... .. . . .... ... .... ... .... ... ... . . . .. ... .. La MARKER <br />.. ... .... . Z <br />:�z <br />I- mn <br />X <br />�7777777 <br />TRAFFIC DIRECTION <br />0 <br />TEMPORARY PAVEMENT MARKING (ARROW), <br />0 <br />(SEE CALTRANS STD PLANS A24A-A24E) <br />0 <br />CHANNELIZERS (SURFACE MOUNT), (SEE <br />x <br />CALTRANS STD PLAN A73C) <br />-j <br />X " RELOCATE EXISTING SIGN, (SEE CALTRANS <br />-_ cj/x� <br />STD PLANS RS1 AND RS2) <br />UJI <br />k <br />PROPOSED ONE POST SIGN LOCATION, (SEE <br />LOWER SACRAMENTO ROAD CALTRANS STD PLANS RS1 AND RS2) <br />INSTALL ROADSIDE SIGN, (SEE CALTRANS <br />STD PLANS RS1 AND RS2) <br />Of <br />0 <br />CONSTRUCTION AREA <br />. ................ ... ... ..... <br />o <br />. . . ....... <br />E3 z SAN JOAQUIN COUNTY <br />Ln 0 <br />0 ADJACENT <br />CL <br />cr- uj <br />LANE <br />WORK <br />-j V) MOO <br />AREA <br />+ <br />0 <br />.............. <br />01 <br />. ...... Ai�hj <br />00 MIN 1' <br />120 <br />'j 1$ 35 140 <br />1 110 125 F <br />105" <br />ibodl!! qp�' - � <br />� t9lq- ............... ............. .... ................. <br />.................... <br />L <br />. ... ... .... . <br />Ld <br />--- ------- -, . .... ... .... <br />.... ... .... .... ... ... <br />-7 .. . ....... <br />. ............. .. . ....... <br />J� <br />i try <br />J �:U <br />- - - - - - - - - - - - <br />L <br />. . ......... <br />CHANNELIZER <br />(SURFACE MOUNT) <br />X <br />-__ _ - .__ ___ _ _ ____- , ;- ,,\ `` <br />TYPICAL CHANNELIZER DISTANCE DETAIL <br />NTS <br />LOWER SACRAMENTO ROAD STAGE 1 b <br />GENERAL STAGE CONSTRUCTION NOTES: STAGE 1 NOTES STAGE 1 a VEHICULAR TRAFFIC <br />1 CONTRACTOR SHALL FOLLOW LATEST CALIFORNIA MUTCD GUIDELINES 1. CONTRACTOR SHALL WORK AROUND EXISTING UTILITY FACILITIES INCLUDING UTILITY TRAFFIC TO REMAIN ON EXISTING LOWER SACRAMENTO ROAD. SHIFT TRAFFIC AWAY <br />WHEN PLACING TEMPORARY TRAFFIC CONTROL DEVICES. POLES. VEHICULAR TRAFFIC FROM CONSTRUCTION NEAR ARMSTRONG ROAD INTERSECTION. MAINTAIN ONE 11' <br />2. CONTRACTOR SHALL SAVE ADVANCE LOOP DETECTORS OR VIDEO 2. CONTRACTOR SHALL COORDINATE WITH PG&E AND AT&T DURING STAGE lb REDUCE TRAFFIC TO ONE LANE USING FLAGGERS TO COMPLETE WORK AT LOWER MINIMUM LANE IN EACH DIRECTION ON LOWER SACRAMENTO ROAD, EXCEPT AS NOTED. <br />DETECTORS WITH TEMPORARY TRAFFIC SIGNALS. CONSTRUCTION AND ALLOW THEM TO ACCESS THE CONSTRUCTION SITE FOR THEIR SACRAMENTO ROAD STA 10+80 to 13+61.56, 22+80 to 32+50 AND 148+00 to 151+00, <br />RESPECTIVE UNDERGROUNDING OPERATIONS. METTLER ROAD AND ARMSTRONG ROAD, WORK SHALL BE COMPLETED DURING OFF PEAK CONSTRUCTION <br />3. CONTRACTOR SHALL NOTIFY TRAFFIC SIGNAL OPERATIONS 7 DAYS IN HOURS. PEAK HOURS ARE MONDAY THROUGH FRIDAY 7-9 AM AND 4-6 PM, AND SUNDRY <br />ADVANCE OF MAJOR TRAFFIC CHANGES. FOR EIGHT MILE ROAD 3. STAGE lb CONSTRUCTION IS ANTICIPATED TO BE SEGMENTED INTO A SOUTHERN AND 8:30-11:30 AM. 1. PREPARE SUBGRADE AND PLACE AB TO FINAL AB GRADE LESS TWO INCHES. <br />INTERSECTION CONTACT CITY OF STOCKTON. NORTHERN PORTION, WITH METTLER ROAD DIVIDING THE TWO PORTIONS. CONSTRUCTION 2. DEMOLISH PORTION OF KETTLEMAN SLOUGH STRUCTURE AND CONSTRUCT PORTION <br />4. STAGE CONSTRUCTION SHEETS ARE INTENDED TO SHOW STAGED ORDER 4. CONTRACTOR SHALL BEGIN STAGE lb CONSTRUCTION AT THE SOUTHERN END OF THE 1. CLEAR AND GRUB. OF STORM DRAINAGE SYSTEM. TEMPORARY CONNECTION BETWEEN NEW AND <br />OF WORK AND MAJOR ELEMENTS OF WORK REQUIRED TO MAINTAIN PROJECT AND WORK NORTH. EXISTING REQUIRED. <br />OPERATIONS THROUGHOUT CONSTRUCTION AS REQUIRED BY SPECIAL 2. WIDEN PAVEMENT AND STRIPE EIGHT MILE ROAD INTERSECTION ("LSR" STA 10+80 to 3. CONSTRUCT DRAINAGE DITCHES, DRIVEWAYS, CULVERTS AND PORTIONS OF SIGNALS <br />PROVISIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 5. ONCE CONTRACTOR COMPLETES IMPROVEMENTS UP TO AND INCLUDING METTLER ROAD, 17+25). AT METTLER ROAD AND ARMSTRONG ROAD. <br />< IDENTIFY AND INCORPORATE IN THE PROJECT APPROPRIATELY. PG&E AND AT&T SHALL BE ALLOWED ACCESS TO THE SOUTHERN PORTION, <br />Go <br />1� RESPECTIVELY, WHILE CONTRACTOR COMPLETES THE NORTHERN PORTION. 3. PREPARE SUBGRADE AND PLACE AB TO FINAL AB GRADE LESS TWO INCHES IN TAPER 4. CONSTRUCT ALL UTILITY AREAS ON WEST & EAST SIDES OF LOWER SACRAMENTO <br />Im <br />1� 5. REFER TO SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR STAGING <br />0 SECTION ("LSR" STA 24+60 to 32+50). ROAD. <br />OPERATIONS. PRIOR TO PERFORMING ANY WORK NOT ADHERING TO THE 6. ONCE CONTRACTOR COMPLETES IMPROVEMENTS IN THE NORTHERN PORTION, PG&E AND <br />STAGES SHOWN ON THE PLANS, CONTRACTOR SHALL OBTAIN WRITTEN AT&T SHALL BE ALLOWED ACCESS TO THE NORTHERN PORTION, RESPECTIVELY. 4. CONSTRUCT METTLER ROAD IMPROVEMENTS AND ARMSTRONG ROAD IMPROVEMENTS. 5. PG&E AND AT&T TO COMPLETE UTILITY WORK, INCLUDING TRENCH CONSTRUCTION, <br />19 APPROVAL FROM THE ENGINEER. THE ACTUAL SEQUENCE OF OPERATIONS <br />I DUCT BANK INSTALLATION, LATERAL CONNECTIONS, AND REMOVAL OF OVERHEAD <br />r� WITHIN EACH STAGE SHALL BE DETERMINED BY THE CONTRACTOR AND 5. REPLACE EXISTING MEDIAN ON LOWER SACRAMENTO ROAD AT ARMSTRONG ROAD WITH FACILITIES AND UTILITY POLES. <br />APPROVED BY THE ENGINEER. <br />PAVEMENT. <br />6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE FROM 6. PLACE REMAINING AB AND PAVEMENT. <br />6. RELOCATE EXISTING TRAFFIC SIGNALS AT THE INTERSECTION OF LOWER SACRAMENTO <br />ALL ROADWAY AREAS AT AT ALL TIMES. <br />ROAD AND ARMSTRONG ROAD TO ACCOMMODATE STAGE lb CONSTRUCTION. SEE SIGNAL 7. RELOCATE EXISTING TRAFFIC SIGNALS AT THE INTERSECTION OF LOWER SACRAMENTO <br />(n I PLANS FOR TEMPORARY LOCATION. ROAD AND ARMSTRONG ROAD TO ACCOMMODATE STAGE 2 <br />En 7. CHANNELIZERS ARE TO BE SPACED PER CA MUTCD TABLE 6F-102(CA). <br />z CONSTRUCTION. SEE SIGNAL PLANS FOR TEMPORARY LOCATION. <br />0 <br />THE MAXIMUM CHANNELIZER SPACING AT 25 MPH SHALL BE AS 7. STRIPE LOWER SACRAMENTO ROAD FOR STAGE lb CONSTRUCTION. <br />FOLLOWS: SPACED EVERY 25' FOR TAPERS, 50' TANGENT TO THE ETW 8. STRIPE LOWER SACRAMENTO ROAD FOR STAGE 2 CONSTRUCTION. C 1 <br />AND EVERY 12' WHERE THERE ARE NO PAVEMENT MARKINGS OR WHERE <br />THERE IS A CONFLICT BETWEEN EXISTING PAVEMENT MARKINGS AND <br />CHANNELIZERS. ES <br />w <br />w I <br />x mmhA <br />cn <br />8. CONTRACTOR SHALL PROVIDE ACCESS (RIGHT IN, RIGHT OUT) TO • <br />0 EXISTING DRIVEWAYS DURING EACH STAGE OF CONSTRUCTION. <br />Hol DEPARTMENT OF PUBLIC WORKS <br />N � H 0 <br />C 51329 <br />lot 9. CONTRACTOR SHALL REMOVE EXISTING CONFLICTING TRAFFIC STRIPES No <br />0 2329 Goteway Ooks Drive 06/30/16 <br />AND PAVEMENT MARKINGS PRIOR TO EACH STAGE OF CONSTRUCTION. SACRAMENTO, 04LIFORNIA 95833 <br />Exp. - SAN JOAQUIN COUNTY, CALIFORNIA <br />o Tele: 916-567-2500 •CIVIL <br />Fox 916-925-3517 <br />04 ADDENDUM #2 DESIGN REVISIONS <br />CF <br />I <br />[3 CONSTRUCT <br />DRAINAGE DITCHES, ETS�OD DRIVEWAYS, <br />CO <br />AT METTLER ROAD AND ARMS NG ROAD. <br />PREPARE SUB <br />�RADE AND PLACE AB To FINAL 4 . CONSTRUCT ALL UTILITY <br />LITY AREAS ON WEST <br />SECTION LSR STA 24+60 to 32+50) . ROAD. <br />PAPMOM <br />ZA DATE: 7/24/14 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE I ill SHEET TOTAL <br />A. MacGREGOR 6/14 1 COUNTY OF SAN JOAQUIN SCALE: 1 =300' LOWER SACRAMENTO ROAD IMPROVEMENTS -NQ. SHEETS <br />R. TORADO 6/14 R. YOSHIMURA 6/14 C. K. HOLT 6/DIMENSIONS IF THIS DOES NOT SCALE AT 1- <br />14 ON ORIGINAL SCALE DRAWING ADJUST SCALED 0 300 600 CONSTRUCTION STAGE 1 <br />a -1 ---- - I EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 42A 87 <br />