Laserfiche WebLink
Ll <br />%I <br />I <br />CITY OF <br />STOCKTON <br />CITY/COUNTY <br />WIT LINE <br />6 <br />Q <br />€W <br />E <br />3 O <br />co <br />Y <br />cr- <br />a_ <br />Y <br />0 <br />0 <br />J <br />N JOAQUIN COUNTY <br />LOWER�ACRAMEN <br />LOWER SACRAMENTO ROAD <br />E <br />? i <br />'m000� <br />85 <br />LEGEND <br />OREMOVE <br />EXISTING STRIPING <br />< <br />PROTECT EXISTING STRIPING <br />XX <br />TEMPORARY LANE STRIPlD�6' DETAIL, (SEE <br />�M <br />CALTRANS STD PLANS'r' A20A-A20D) <br />00 <br />Ld <br />#-# <br />MARKER <br />- - <br />Z <br />- <br />J <br />f-- <br />AFFIC DIRECTION <br />2 <br />U <br />H <br />TEMPORARY PAVEMENT MARKING (ARROW), <br />(SEE CALTRANS STD PLANS A24A-A24E) <br />CHANNELIZERS (SURFACE MOUNT), (SEE <br />CALTRANS STD PLAN A73C) <br />RELOCATE EXISTING SIGN, (SEE CALTRANS <br />FRO <br />STD PLANS RS1 AND RS2) <br />b <br />PROPOSED ONE POST SIGN LOCATION, (SEE <br />CALTRANS STD PLANS RS1 AND RS2) <br />INSTALL ROADSIDE SIGN, (SEE CALTRANS <br />STD PLANS RS1 AND RS2) <br />CONSTRUCTION AREA <br />ADJACENT a_ <br />LANE WORK <br />AREA <br />1' <br />MIN 1' <br />- - - - - - - - - - - - - - - <br />I - _ <br />CHANNELIZER <br />(SURFACE MOUNT) <br />TYPICAL CHANNELIZER DISTANCE DETAIL <br />NTS <br />STAGE 1 b <br />GENERAL STAGE CONSTRUCTION NOTES: <br />STAGE 1 NOTES <br />STAGE la <br />1. <br />CONTRACTOR SHALL FOLLOW LATEST CALIFORNIA MUTCD GUIDELINES <br />1. <br />CONTRACTOR SHALL WORK AROUND EXISTING UTILI ACILITIES INCLUDING UTILITY <br />VEHICULAR TRAFFIC <br />WHEN PLACING TEMPORARY TRAFFIC CONTROL DEVICES. <br />POLES. <br />VEHICULAR TRAFFIC <br />TRAFFIC TO REMAIN ON EXISTING LOWER SACRAMENTO ROAD. SHIFT TRAFFIC AWAY <br />2. <br />CONTRACTOR SHALL SAVE ADVANCE LOOP DETECTORS OR VIDEO <br />2. <br />CONTRACTOR SHALL COORDINATE WITH PG&E AND AT&T DURING STAGE 1 b <br />REDUCE TRAFFIC TO ONE LANE US FLAGGERS TO COMPLETE WORK AT LOWER <br />FROM CONSTRUCTION NEAR ARMSTRONG ROAD INTERSECTION. MAINTAIN ONE 1 1' <br />DETECTORS WITH TEMPORARY TRAFFIC SIGNALS. <br />CONSTRUCTION AND ALLOW THEM TO ACCESS THE CONSTRUCTION SITE FOR THEIR <br />SACRAMENTO ROAD STA 24+90 to 32 AND 148+00 to 151 +00, METTLER ROAD AND <br />SACRAMENT <br />MINIMUM LANE IN EACH DIRECTION ON LOWER SACRAMENTO ROAD, EXCEPT AS NOTED. <br />RESPECTIVE UNDERGROUNDING ATIONS. <br />ROAD. WORK SHALL BE COM ED DURING OFF PEAK HOURS. PEAK HOURS <br />3. <br />CONTRACTOR SHALL NOTIFY TRAFFIC SIGNAL OPERATIONS 7 DAYS IN <br />ARE MONDAY THROUGH FRIDAY 7-9 AM AND 6 PM, AND SUNDAY 8:30-11:30 AM. <br />CONSTRUCTION <br />ADVANCE OF MAJOR TRAFFIC CHANGES. FOR EIGHT MILE ROAD <br />3. <br />STAGE 1 b CONSTRUCT10 ANTICIPATED TO BE SEGMENTED INTO A SOUTHERN AND <br />INTERSECTION CONTACT CITY OF STOCKTON. <br />NORTHERN PORTION, METTLER ROAD DIVIDING THE TWO PORTIONS. <br />CONSTRUCTION <br />1. PREPARE SUBGRADE AND PLACE AB TO FINAL AB GRADE LESS TWO INCHES. <br />4. <br />STAGE CONSTRUCTION SHEETS ARE INTENDED TO SHOW STAGED ORDER <br />4. <br />CONTRACTOR LL BEGIN STAGE lb CONSTRUCTION AT THE SOUTHERN END OF THE <br />1. CLEAR AND GRUB. <br />2. DEMOLISH PORTION OF KETTLEMAN SLOUGH STRUCTURE AND CONSTRUCT PORTION <br />OF WORK AND MAJOR ELEMENTS OF WORK REQUIRED TO MAINTAIN <br />PROJECT WORK NORTH. <br />OF STORM DRAINAGE SYSTEM. TEMPORARY CONNECTION BETWEEN NEW AND <br />OPERATIONS THROUGHOUT CONSTRUCTION AS REQUIRED BY SPECIAL <br />2. WIDEN PAVEMENT AND STRIPE EIGHT MILE ROAD INTERSECTI ("LSR" STA 10+80 to <br />EXISTING REQUIRED. <br />PROVISIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO <br />5. <br />ON CONTRACTOR COMPLETES IMPROVEMENTS UP TO AND INCLUDING METTLER ROAD, <br />17+25). <br />a <br />IDENTIFY AND INCORPORATE IN THE PROJECT APPROPRIATELY. <br />PG&E AND AT&T SHALL BE ALLOWED ACCESS TO THE SOUTHERN PORTION, <br />3. CONSTRUCT DRAINAGE DITCHES, UTILITY AREAS, DRIVEWAYS, CULVERTS AND <br />to <br />RESPECTIVELY, WHILE CONTRACTOR COMPLETES THE NORTHERN PORTION. <br />3. PREPARE SUBGRADE AND PLACE AB TO FINAL AB GRADE LESS TWO HES IN TAPER <br />PORTIONS OF SIGNALS AT METTLER ROAD AND ARMSTRONG ROAD. <br />5. <br />REFER TO SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR STAGING <br />SECTION ( LSR STA 24+90 to 32+50). <br />0 <br />OPERATIONS. PRIOR TO PERFORMING ANY WORK NOT ADHERING TO THE <br />6. <br />ONCE CONTRACTOR COMPLETES IMPROVEMENTS IN THE NORTHERN PORTION, PG&E AND <br />4. PG&E AND AT&T TO COMPLETE UTILITY WORK, INCLUDING TRENCH CONSTRUCTION, <br />STAGES SHOWN ON THE PLANS, CONTRACTOR SHALL OBTAIN WRITTEN <br />AT&T SHALL BE ALLOWED ACCESS TO THE NORTHERN PORTION, RESPECTIVELY. <br />4. CONSTRUCT METTLER ROAD IMPROVEMENTS AND ARMSTRONG ROAD IMPROVEM <br />DUCT BANK INSTALLATION, LATERAL CONNECTIONS, AND REMOVAL OF OVERHEAD <br />APPROVAL FROM THE ENGINEER. THE ACTUAL SEQUENCE OF OPERpeNS <br />FACILITIES AND UTILITY POLES. <br />WITHIN EACH STAGE SHALL BE DETERMINED BY THE CONTRACT AND <br />7. <br />CONTRACTOR SHALL BE RESPONSIBLE FOR WATER POLLUTION CONTROL AT ALL TIMES <br />5. REPLACE EXISTING MEDIAN ON LOWER SACRAMENTO ROAD AT ARMSTRONG ROAD WI <br />APPROVED BY THE ENGINEER. <br />DURING CONSTRUCTION, INCLUDING THE DURATIONS OF PG&E AND AT&T OCCUPATION <br />PAVEMENT, <br />5. PLACE REMAINING AB AND PAVEMENT. <br />OF THE PROJECT SITE, RESPECTIVELY. <br />s <br />6. <br />CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIME DRAINAGE FROM <br />6. RELOCATE EXISTING TRAFFIC SIGNALS AT THE INTERSECTION OF LOWER SACRAMENTO <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 <br />ROAD AND ARMSTRONG ROAD TO ACCOMMODATE STAGE 2 <br />PLANS FOR TEMPORARY LOCATION. <br />ONSTRUCTION. SEE SIGNAL PLANS FOR TEMPORARY LOCATION. <br />N <br />0 <br />7. <br />CHANNELIZERS ARE TO BE SPACED PE MUTCD TABLE 6F-102(CA). <br />THE MAXIMUM CHANNELIZER SPACIN 25 MPH SHALL BE AS <br />7. STRIPE LOWER SACRAMENTO ROAD FOR STAGE lb CONSTRUCTION. <br />FOR STAGE 2 CONSTRUCTION. CSC <br />7. STRIK LOWER SACRAMENTO ROAD <br />FOLLOWS: SPACED EVERY 25 F APERS, 50 TANGENT TO THE ETW <br />AND EVERY 12' WHERE THEW ARE NO PAVEMENT MARKINGS OR WHERE <br />THERE IS A CONFLICT B EEN EXISTING PAVEMENT MARKINGS AND <br />�•. <br />CHANNELIZERS, <br />000 <br />W <br />PA6 <br />• <br />8. <br />CONTRACTqq0W <br />OR ALL PROVIDE ACCESS (RIGHT IN, RIGHT OUT) TO <br />EXISTING VEWAYS DURING EACH STAGE OF CONSTRUCTION. <br />Hol • � <br />DEPARTMENT OF PUBLIC WORKS <br />N <br />41, <br />9. <br />RACTOR SHALL REMOVE EXISTING CONFLICTING TRAFFIC STRIPES <br />2,329 Gotewoy Ook5 Drive <br />0 No. C 51329 : <br />:• EX 06/30/16 <br />JOAQUIN COUNTY, CALIFORNIA <br />ND PAVEMENT MARKINGS PRIOR TO EACH STAGE OF CONSTRUCTION. <br />S4CRAMENTO, CALIFORN/A 958JJ <br />* �••. P CIVIL : • <br />a <br />Te%. 916-567-2500 <br />Fax 916-925-3517�"•• <br />000 <br />•. • • po <br />F <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />» > <br />SCALE: 1 =300 <br />LOWER SACRAMENTO ROAD IMPROVEMENTS <br />SHEET <br />NO. <br />TOTAL <br />SHEETS <br />A. <br />MacGREGOR <br />6/14 <br />COUNTY OF SAN JOAQUIN <br />CONSTRUCTION STAGE 1 <br />R. TORADO <br />6/14 <br />R. YOSHIMURA <br />6/14 <br />C. K. HOLT <br />6/14 <br />DIMENSIONS LIFCTHS DOES INNOTDSCALESATL1" <br />O 300 mm"60o <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE <br />42 <br />87 <br />