CITY OF BEEVILLE, TEXASbeevilletx.org/txproj.php.pdf · cl of ditch. building. right of way....
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DRAWN BY: CHECKED BY: APPROVED BY: VPL ACJ EV DRAWING NO. of 31 JOB NO: 160736 CITY OF BEEVILLE, TEXAS BUSINESS US 181 & FM 3355 SIDEWALK PROJECT DATE ISSUES / REVISIONS DESCRIPTION NO. BY , P.E. DATE: 103807 LICENSE NO.: ERIC VILLARREAL BY: 2/15/17 THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, PERMIT OR OTHER UNAUTHORIZED PURPOSES. THESE DOCUMENTS/PLANS WERE AUTHORIZED TO BE RELEASED. 801 NAVIGATION, SUITE 300 CORPUS CHRISTI, TX 78408 PH. (361) 883-1984 FAX (361) 883-1986 TBPE FIRM NO. F-366 TBPLS FIRM NO. 10126500 WWW.LNVINC.COM engineers surveyors architects Know what ' s below. Call before you d i g . CITY OF BEEVILLE, TEXAS BUSINESS US 181 & FM 3355 SIDEWALK PROJECT 801 NAVIGATION, SUITE 300 CORPUS CHRISTI, TX 78408 PH. (361) 883-1984 FAX (361) 883-1986 TBPE FIRM NO. F-366 TBPLS FIRM NO. 10126500 WWW.LNVINC.COM engineers surveyors architects 1 COVER SHEET
CITY OF BEEVILLE, TEXASbeevilletx.org/txproj.php.pdf · cl of ditch. building. right of way. overhead power. fence. wastewater line. waterline. gas line. telephone line. brushline
* THE ABOVE TESTING RATES ARE ONLY ANTICIPATED GUIDELINES. THE ABOVE TESTING RATES ARE ONLY ANTICIPATED GUIDELINES. THE ENGINEER RESERVES THE RIGHT TO CONDUCT ADDITIONAL TESTING AT THEIR DISCRETION.
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TRIAXIAL TEST
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PER 6 EACH
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PER 2500 SF
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PER 4000 SF
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PER 500 LF CURB
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PER 1000 LF STREET
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CONTINUOUS AS NEEDED
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PER 500 TONS OR DAY
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PER 500 TONS OR DAY
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PER 500 TONS OR DAY
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PER MATERIAL SOURCE
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PER 2 DRIVEWAYS
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PER 310 SY
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PER 200 LF TRENCH/LIFT
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PER STREET
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PER MATERIAL SOURCE
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CURB, POST & GRATE INLETS
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DRIVEWAYS
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SIDEWALKS AND CURB RAMPS
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HEADER CURB
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(UNCONFINED COMPRESSION, 7, 14, & 28 DAY)
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CONCRETE:
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%%% THEORETICAL DENSITY - IN PLACE (CORE)
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%%% AIR VOIDS - IN PLACE (CORE)
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THICKNESS - IN PLACE (CORE)
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TEMPERATURE - DURING LAY-DOWN
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THEORETICAL DENSITY (RICE METHOD)
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LAB DENSITY & STABILITY
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EXTRACTION, SIEVE ANALYSIS
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HOT-MIX ASPHALT CONCRETE (HMAC):
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WET BALL MILL TEST
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DENSITIES OF COMPACTED BASE
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MODIFIED PROCTOR
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ATTERBERG LIMITS
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SIEVE ANALYSIS
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FLEXIBLE BASE:
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DENSITIES - SUBGRADE (DRIVEWAYS)
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DENSITIES - SUBGRADE (STREET)
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DENSITIES - TRENCH BACKFILL
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STANDARD PROCTOR - SUBGRADE
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STANDARD PROCTOR - TRENCH BACKFILL
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SOILS:
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DESCRIPTION RATE
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BOX CULVERTS (CAST-IN-PLACE)
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DENSITIES - SUBGRADE (SIDEWALKS)
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L.A. ABRASION
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CBR (STANDARD)
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STORM SEWER MANHOLES (CAST-IN-PLACE)
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RIPRAP, APRONS & S.E.T.s
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MANHOLE BASE/FOOTING
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RIGID PAVEMENT:
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FLEXURAL (BEAM) STRENGTH (7 & 28 DAY)
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AIR CONTENT
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SLUMP
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PER 5000 SF
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PER 3000 CY
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PER 3000 CY
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PER 3000 CY
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PER 3000 CY
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PER 310 SY/LIFT
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PER MATERIAL SOURCE
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PER MATERIAL SOURCE
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PER 1000 LF STREET
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PER 1000 LF STREET
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PER 100 LF
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PER 2 EACH
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PER 4000 SF
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PER 10 EACH
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PER 2500 SY OR DAY
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PER 2500 SY OR DAY
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PER 2500 SY OR DAY
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QUANTITY
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TEMPORARY CONSTRUCTION EASEMENT
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DRAINAGE EASEMENT
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BUILDING LINE
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NORTH ARROW
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8.0
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EDGE OF PAVEMENT
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PROFILE VIEW
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XX.XX
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XX.XX
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PROP GRADES
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SPOT ELEVATION
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CORRUGATED METAL PIPE
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CMP
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EST.
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9
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18
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SECTION CUT DIRECTION
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SECTION CUT INDICATOR
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SHEET NO. WHERE CUT IS DRAWN
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SHEET NO. WHERE CUT IS SHOWN
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ADDITIONAL SHEETS WHERE DRAWING IS SHOWN
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3
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3
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SCALE: 1"=1'
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DETAIL INDICATOR (BY NUMBER)
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DETAIL TITLE
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DETAIL SCALE
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SHEET NO. WHERE DETAIL IS DRAWN
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SHEET NO. WHERE DETAIL IS SHOWN
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ADDITIONAL SHEETS WHERE DETAIL IS SHOWN
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6
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8
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SCALE: 1"=1'
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DETAIL TITLE
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SECTION INDICATOR (BY LETTER)
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SHEET NO. WHERE CUT IS DRAWN
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SHEET NO. WHERE CUT IS SHOWN
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SCALE: 1"=1'
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PLAN INDICATOR (BY NUMBER)
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PLAN TITLE
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PLAN SCALE
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2,4
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2,4
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SCALE: 1"=1'
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DETAIL INDICATOR (BY NUMBER)
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PLAN TITLE
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7
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DRAWN BY:
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APPROVED BY:
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GENERAL CONSTRUCTION NOTES
DRIVEWAYS AND SIDEWALKS
CURB & GUTTERTRAFFIC
TOTAL ESTIMATED QUANTITIES SUMMARY
SPECIAL RESTRICTIONS FOR SEQUENCING WORK
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1.DRIVEWAY CONSTRUCTION SHALL BEGIN WITHIN 2 DAYS OF COMPLETING CURB & GUTTER. DRIVEWAY CONSTRUCTION SHALL BEGIN WITHIN 2 DAYS OF COMPLETING CURB & GUTTER. 2.H.M.A.C.P. BASE COURSE SHALL FOLLOW COMPLETED FLEXIBLE BASE COURSE WITHIN 5 DAYS. H.M.A.C.P. BASE COURSE SHALL FOLLOW COMPLETED FLEXIBLE BASE COURSE WITHIN 5 DAYS. 3.UTILITIES TO BE ABANDONED SHALL BE MAINTAINED BY THE CONTRACTOR AND REMAIN IN SERVICE UNTIL THE APPROPRIATE UTILITIES TO BE ABANDONED SHALL BE MAINTAINED BY THE CONTRACTOR AND REMAIN IN SERVICE UNTIL THE APPROPRIATE SERVICE CHANGEOVERS HAVE BEEN COMPLETED BY THE CONTRACTOR AND ACCEPTED FOR USE BY THE APPROPRIATE CITY/TOWN OPERATING DEPARTMENT. 4.CONTRACTOR SHALL PROVIDE AND MAINTAIN SUITABLE TEMPORARY STORM WATER DRAINAGE CONDUITS ACROSS ALL DETOURS CONTRACTOR SHALL PROVIDE AND MAINTAIN SUITABLE TEMPORARY STORM WATER DRAINAGE CONDUITS ACROSS ALL DETOURS AND INTERSECTIONS DURING VARIOUS PHASES OF THE WORK, AND SHALL PROVIDE AND MAINTAIN SUITABLE TEMPORARY STORM WATER DRAINAGE CONDUITS AND/OR DITCHES ALONG THE DETOUR AND ROADWAY AS REQUIRED TO PREVENT FLOODING AND PROMOTE POSITIVE RUNOFF FROM THE SITE. SUCH TEMPORARY STORM WATER DRAINAGE DEVICES SHALL BE MAINTAINED UNTIL SUCH TIME THAT PERMANENT STORM WATER DRAINAGE STRUCTURES AND CONDUITS ARE COMPLETED. THESE TEMPORARY DRAINAGE DEVICES WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY WORK.
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1.TREE TRIMMING SHALL BE DONE IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE. TREES, TREE STUMPS AND TREE TRIMMING SHALL BE DONE IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE. TREES, TREE STUMPS AND BRUSH WITHIN THE R.O.W. THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHALL BE REMOVED AND HAULED AWAY. PAYMENT FOR THIS WORK IS SUBSIDIARY TO ITEM "CLEAR RIGHT-OF-WAY". 2.FENCES SHALL BE RELOCATED PER STANDARD SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL FENCES SHALL BE RELOCATED PER STANDARD SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL NOT DISTURB FENCES ALONG THE R.O.W. THAT DO NOT ENCROACH WITHIN THE R.O.W., UNLESS DIRECTED BY THE ENGINEER AND REQUIRED FOR GRADE ADJUSTMENTS. ALL FENCES ON PRIVATE PROPERTY THAT ARE DISTURBED, REMOVED, ETC., FOR THE CONTRACTOR'S CONVENIENCE, SHALL BE REPLACED WITH LIKE-KIND OR BETTER AT THE CONTRACTOR'S EXPENSE. 3.UNLESS OTHERWISE INDICATED, REMOVAL OF EXISTING FENCE IN AREAS TO RECEIVE NEW FENCE WILL NOT BE PAID FOR UNLESS OTHERWISE INDICATED, REMOVAL OF EXISTING FENCE IN AREAS TO RECEIVE NEW FENCE WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY TO THE VARIOUS BID ITEMS. THE CONTRACTOR SHALL PROVIDE A TEMPORARY FENCE FROM THE TIME AN EXISTING FENCE IS REMOVED TO THE TIME THE PROPOSED FENCE IS REPLACED. THIS WORK WILL NOT BE PAID FOR DIRECTLY BUT CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS. 4.ALL WORK SHALL BE PERFORMED DURING DAYLIGHT HOURS. ALL WORK SHALL BE PERFORMED DURING DAYLIGHT HOURS. 5.ALL PROPOSED EASEMENTS AND RIGHTS-OF-WAY FOR THIS PROJECT WILL BE ACQUIRED PRIOR TO BEGINNING ALL PROPOSED EASEMENTS AND RIGHTS-OF-WAY FOR THIS PROJECT WILL BE ACQUIRED PRIOR TO BEGINNING CONSTRUCTION UNLESS INDICATED OTHERWISE IN THE PLANS OR CONSTRUCTION DOCUMENTS. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING ALL LEGALLY REQUIRED PERMITS AND LICENSES, PAY ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING ALL LEGALLY REQUIRED PERMITS AND LICENSES, PAY ALL CHARGES AND FEES, GIVE ALL NOTICES NECESSARY AND INCIDENTAL TO THE DUE AND LAWFUL PROSECUTION OF THE WORK, AND ARRANGE FOR ALL INSPECTIONS. 7.CONTRACTOR SHALL SPRINKLE FOR DUST CONTROL AS NEEDED OR AS DIRECTED BY THE ENGINEER. NO ADDITIONAL CONTRACTOR SHALL SPRINKLE FOR DUST CONTROL AS NEEDED OR AS DIRECTED BY THE ENGINEER. NO ADDITIONAL PAYMENT WILL BE MADE FOR THIS SUBSIDIARY WORK. 8.THE CONTRACTOR SHALL VISIT THE PROPOSED SITE LOCATION AND EXAMINE LOCAL CONDITIONS TO BE ENCOUNTERED, THE CONTRACTOR SHALL VISIT THE PROPOSED SITE LOCATION AND EXAMINE LOCAL CONDITIONS TO BE ENCOUNTERED, IMPROVEMENTS TO BE PROTECTED, PERMITS AND FEES REQUIRED, AND OTHER RESEARCH NECESSARY TO ENSURE THAT HE UNDERSTANDS THE PROJECT THOROUGHLY AND IS FULLY AWARE OF ALL CONDITIONS AND CONSTRAINTS WHICH THE CONTRACTOR MAY ENCOUNTER DURING THE COURSE OF CONSTRUCTION. 9.THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY OFF-SITE LOCATIONS FOR STORAGE OF ALL THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY OFF-SITE LOCATIONS FOR STORAGE OF ALL EQUIPMENT AND MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT AT NO EXTRA PAY. WHEN THESE LOCATIONS ARE ADJACENT TO CITY STREETS, THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED TO THOSE STREETS BY CONSTRUCTION TRAFFIC. THIS WORK SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 10.MAILBOXES SHALL BE REMOVED AND REPLACED AS DIRECTED BY ENGINEER. MAILBOXES SHALL BE REMOVED AND REPLACED AS DIRECTED BY ENGINEER. 11.ANY SOILS/WATER TABLE INFORMATION INCLUDED IN THE PLANS AND/OR SPECIFICATIONS IS FOR REFERENCE ONLY. THE ANY SOILS/WATER TABLE INFORMATION INCLUDED IN THE PLANS AND/OR SPECIFICATIONS IS FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ANY INVESTIGATION AND/OR RESEARCH NECESSARY TO IDENTIFY EXISTING CONDITIONS THAT MAY IMPACT OR INFLUENCE PROPOSED CONSTRUCTION. 12.WHERE EXISTING ASPHALT AND CONCRETE ARE TO BE CUT, THESE CUTS SHALL BE MADE VERTICAL AND STRAIGHT WHILE WHERE EXISTING ASPHALT AND CONCRETE ARE TO BE CUT, THESE CUTS SHALL BE MADE VERTICAL AND STRAIGHT WHILE BEING CUT WITH A SAW. 13.MATERIALS AND/OR EQUIPMENT SHALL NOT BE STORED OR STOCKPILED WITHIN PROJECT LIMITS LONGER THAN 48 HOURS. MATERIALS AND/OR EQUIPMENT SHALL NOT BE STORED OR STOCKPILED WITHIN PROJECT LIMITS LONGER THAN 48 HOURS. 14.TBDTBD
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1.DRIVEWAYS SHALL BE AS SHOWN ON CITY/TOWN "STANDARD DRIVEWAY DETAILS". DRIVEWAYS SHALL BE AS SHOWN ON CITY/TOWN "STANDARD DRIVEWAY DETAILS". 2.DRIVEWAYS SHALL BE CONSTRUCTED SUCH THAT TEXTURED SURFACES ARE NOT REQUIRED, AS IN THE CASE OF CURB RAMPS. DRIVEWAYS SHALL BE CONSTRUCTED SUCH THAT TEXTURED SURFACES ARE NOT REQUIRED, AS IN THE CASE OF CURB RAMPS. 3.EXISTING DRIVEWAYS, SIDEWALKS, CURB, GUTTER AND STORM SEWERS SHALL BE REMOVED AS REQUIRED TO CONSTRUCT THE EXISTING DRIVEWAYS, SIDEWALKS, CURB, GUTTER AND STORM SEWERS SHALL BE REMOVED AS REQUIRED TO CONSTRUCT THE PROPOSED IMPROVEMENTS, INCLUDING THAT WHICH IS REQUIRED FOR GRADE ADJUSTMENTS BEYOND THE PROPERTY LINE, IF DIRECTED BY THE ENGINEER. REMOVAL OF THESE ITEMS IS SUBSIDIARY TO "STREET EXCAVATION" AND "CLEAR RIGHT-OF-WAY", UNLESS OTHERWISE SPECIFIED. CONCRETE SIDEWALK RUNNERS AND CONCRETE DRIVEWAYS PLACED FOR TRANSITION SHALL BE PAID FOR UNDER THE UNIT PRICE FOR "CONCRETE SIDEWALK" AND "CONCRETE DRIVEWAY" REGARDLESS OF WIDTH. CONTRACTOR SHALL PROVIDE SATISFACTORY GRADE AND POSITIVE DRAINAGE FOR ALL DRIVEWAYS AND SIDEWALKS, AND SHALL FULLY COMPLY WITH TEXAS ACCESSIBILITY STANDARDS. SIDEWALK RUNNERS AND DRIVEWAY TRANSITIONS OF OTHER MATERIALS (I.E. ASPHALT, STONE, CALICHE, ETC.) LOCATED OUTSIDE OF THE R.O.W. SHALL BE REPLACED IN-KIND WITH REGARD TO TYPE AND THICKNESS OF MATERIALS, AND UNLESS INDICATED OTHERWISE IN THE PROPOSAL, SHALL BE SUBSIDIARY TO THE APPROPRIATE BID ITEMS. 4.PRIOR TO DRIVEWAY CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE THE DIFFERENCE IN ELEVATION FROM THE HIGHEST PRIOR TO DRIVEWAY CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE THE DIFFERENCE IN ELEVATION FROM THE HIGHEST POINT OF THE EXISTING DRIVEWAY AT THE R.O.W. LINE TO THE PROPOSED GUTTER ELEVATION. IF THE PROPOSED DRIVEWAY CANNOT BE CONSTRUCTED WITHIN THE MAXIMUM ALLOWABLE SLOPE, THE CONTRACTOR SHALL EXTEND THE PROPOSED DRIVEWAY IMPROVEMENTS BEYOND THE R.O.W. AS REQUIRED SO THAT THE MAXIMUM ALLOWABLE SLOPE IS NOT EXCEEDED. IN DETERMINING THE REQUIRED LENGTH OF PROPOSED DRIVEWAY IMPROVEMENTS, THE CONTRACTOR SHALL INCLUDE AT LEAST 3 FEET FOR THE PEDESTRIAN ACCESSIBLE ROUTE WITH A MAXIMUM CROSS SLOPE OF 50:1. CONTRACTOR TO ACQUIRE PROPERTY OWNERS PERMISSION WHEN EXTENDING INTO PRIVATE PROPERTY. 5.SIDEWALKS SHALL BE ROUTED AROUND DESIRABLE TREES AS DIRECTED BY THE ENGINEER. UNWANTED TREES WITHIN THE SIDEWALKS SHALL BE ROUTED AROUND DESIRABLE TREES AS DIRECTED BY THE ENGINEER. UNWANTED TREES WITHIN THE R.O.W. MAY BE REMOVED AS DIRECTED BY THE ENGINEER SO THAT THE SIDEWALK WILL NOT REQUIRE RE-ROUTING. JOGS AROUND TREES SHALL BE SMOOTH RADIUS TRANSITION WITH A MINIMUM WIDTH OF SIDEWALK OF 4 FEET. THE LENGTH OF RADIUS TRANSITIONS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 6.THE EXACT LOCATION OF SIDEWALK DRAINS, IF REQUIRED, WILL BE DETERMINED IN THE FIELD BY THE ENGINEER. NO THE EXACT LOCATION OF SIDEWALK DRAINS, IF REQUIRED, WILL BE DETERMINED IN THE FIELD BY THE ENGINEER. NO SEPARATE PAY WILL BE MADE FOR THESE SUBSIDIARY ITEMS. 7.EXCEPT WHERE INDICATED OTHERWISE ON THE DRAWINGS, CURB RAMPS SHALL BE REQUIRED AT EACH CORNER OF EACH EXCEPT WHERE INDICATED OTHERWISE ON THE DRAWINGS, CURB RAMPS SHALL BE REQUIRED AT EACH CORNER OF EACH STREET INTERSECTION, AT CROSSWALKS, AND AS DIRECTED BY THE ENGINEER. 8.CONCRETE PLACEMENT SHALL STOP AT EXPANSION JOINTS IN SIDEWALKS OR AS OTHERWISE DIRECTED BY THE ENGINEER. CONCRETE PLACEMENT SHALL STOP AT EXPANSION JOINTS IN SIDEWALKS OR AS OTHERWISE DIRECTED BY THE ENGINEER. 9.WHERE PROPOSED CONCRETE SIDEWALK TIES INTO EXISTING CONCRETE, CONTRACTOR SHALL PLACE A REDWOOD STRIP WHERE PROPOSED CONCRETE SIDEWALK TIES INTO EXISTING CONCRETE, CONTRACTOR SHALL PLACE A REDWOOD STRIP EXPANSION JOINT FILLER WITH ½"Ø X 15" LONG SMOOTH DOWELS DRILLED AND EPOXY SET WITH AN EXPANSION CAP AT ONE END. DOWELS SHALL BE SPACED AS SHOWN ON THE PLANS. 10.HEADER CURB FOR CURB RAMPS SHALL NOT BE PAID FOR DIRECTLY, BUT IS INCLUDED IN THE SQUARE FOOTAGE FOR CURB HEADER CURB FOR CURB RAMPS SHALL NOT BE PAID FOR DIRECTLY, BUT IS INCLUDED IN THE SQUARE FOOTAGE FOR CURB RAMP. 11.SIDEWALKS SHALL BE TIED TO ADJACENT CURBS, DRIVEWAYS AND CURB INLETS BY STEEL DOWELS AS SHOWN ON THE SIDEWALKS SHALL BE TIED TO ADJACENT CURBS, DRIVEWAYS AND CURB INLETS BY STEEL DOWELS AS SHOWN ON THE DRAWINGS, IN ORDER TO MINIMIZE DIFFERENTIAL MOVEMENT OF THESE FACILITIES. 12.UNPAVED AREAS BETWEEN THE BACK OF CURB AND R.O.W. LINE SHALL BE GRADED, TILLED AND BLOCK SODDED AS UNPAVED AREAS BETWEEN THE BACK OF CURB AND R.O.W. LINE SHALL BE GRADED, TILLED AND BLOCK SODDED AS DIRECTED. 13.TBDTBD
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1.CURB & GUTTER SHALL BE STANDARD 6" CURB UNLESS DIRECTED OTHERWISE BY THE ENGINEER TO CURB & GUTTER SHALL BE STANDARD 6" CURB UNLESS DIRECTED OTHERWISE BY THE ENGINEER TO PROVIDE POSITIVE DRAINAGE FOR STREET. 2.WHEN MATCHING NEW 6" CURB & GUTTER TO EXISTING 4" C&G, THE GUTTER SLOPE SHALL BE MAINTAINED WHEN MATCHING NEW 6" CURB & GUTTER TO EXISTING 4" C&G, THE GUTTER SLOPE SHALL BE MAINTAINED AND THE 2" TRANSITION SHALL BE MADE IN THE CURB SECTION, AS NECESSARY TO PREVENT PONDING WATER. TRANSITION LENGTH SHALL BE 10 FEET MINIMUM. 3.PROVIDE REDWOOD STRIP EXPANSION JOINT FILLER WITH TWO ½"Ø X 15" LONG SMOOTH DOWELS SHALL BE PROVIDE REDWOOD STRIP EXPANSION JOINT FILLER WITH TWO ½"Ø X 15" LONG SMOOTH DOWELS SHALL BE USED WHERE NEW CURB TIES INTO EXISTING CURB. 4.TBDTBD
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1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROLS THROUGHOUT THE DURATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROLS THROUGHOUT THE DURATION OF THE CONTRACT FOR ALL PHASES OF THE WORK, IN ACCORDANCE WITH THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (LATEST EDITION), TRAFFIC CONTROL PLAN, AND BARRICADE AND CONSTRUCTION STANDARDS. THIS WORK WILL NOT BE PAID DIRECTLY BUT WILL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS. 2.THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND BUSINESS OWNERS WITHIN THE CONSTRUCTION AREA 5 DAYS PRIOR TO THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND BUSINESS OWNERS WITHIN THE CONSTRUCTION AREA 5 DAYS PRIOR TO PLACING CONSTRUCTION SIGNS. 3.REFLECTORIZED PAVEMENT MARKINGS FOR STREETS SHALL BE TYPE I THERMOPLASTIC 90 MILLS THICK WITH GLASS BEADS. REFLECTORIZED PAVEMENT MARKINGS FOR STREETS SHALL BE TYPE I THERMOPLASTIC 90 MILLS THICK WITH GLASS BEADS. 4.PAVEMENT MARKING WORDS, SHAPES, SYMBOLS, STOP LINES AND CROSSWALKS SHALL BE PRE-FABRICATED THERMOPLASTIC. PAVEMENT MARKING WORDS, SHAPES, SYMBOLS, STOP LINES AND CROSSWALKS SHALL BE PRE-FABRICATED THERMOPLASTIC. 5.CONCRETE PAVEMENTS SHALL BE SEALED WITH TYPE II MARKINGS OR ACRYLIC OR EPOXY PRIMER-SEALER PRIOR TO PLACING CONCRETE PAVEMENTS SHALL BE SEALED WITH TYPE II MARKINGS OR ACRYLIC OR EPOXY PRIMER-SEALER PRIOR TO PLACING TYPE I MARKINGS. PRIMER-SEALER WILL NOT BE PAID FOR DIRECTLY BUT WILL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS. 6.OBLITERATING EXISTING PAVEMENT MARKINGS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE SUBSIDIARY TO THE OBLITERATING EXISTING PAVEMENT MARKINGS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE SUBSIDIARY TO THE PAVEMENT MARKING PAY ITEMS. 7.TABS, TRAFFIC BUTTONS AND OTHER TEMPORARY OR ABBREVIATED PAVEMENT MARKINGS SHALL NOT BE PAID FOR TABS, TRAFFIC BUTTONS AND OTHER TEMPORARY OR ABBREVIATED PAVEMENT MARKINGS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE SUBSIDIARY TO THE PAY ITEMS FOR PAVEMENT MARKING AND TRAFFIC CONTROL. 8.AT LEAST 48 HOURS PRIOR TO APPLYING PERMANENT PAVEMENT MARKINGS, THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO APPLYING PERMANENT PAVEMENT MARKINGS, THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEERING DEPARTMENT AND OBTAIN CITY/TOWN APPROVAL FOR THE LOCATION, ALIGNMENT AND LAYOUT OF THE PAVEMENT MARKINGS. 9.ALL-WEATHER ACCESS TO LOCAL RESIDENCES AND BUSINESSES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION ALL-WEATHER ACCESS TO LOCAL RESIDENCES AND BUSINESSES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 10.THE CONTRACTOR MAY USE EXCAVATED BASE MATERIAL FOR TEMPORARY TRANSITIONS TO EXISTING DRIVEWAYS DURING THE CONTRACTOR MAY USE EXCAVATED BASE MATERIAL FOR TEMPORARY TRANSITIONS TO EXISTING DRIVEWAYS DURING CONSTRUCTION, IF MATERIAL IS APPROVED BY THE ENGINEER. THIS MATERIAL MUST BE REMOVED DURING FINAL CONSTRUCTION. 11.CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PVC ELECTRICAL CONDUIT FOR STREET LIGHTING WITH A.E.P. FOR CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PVC ELECTRICAL CONDUIT FOR STREET LIGHTING WITH A.E.P. FOR CONFIRMATION OF THE LOCATION AND REQUIRED MINIMUM GROUND COVER. 12.CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEERING DEPARTMENT AT LEAST 72 HOURS PRIOR TO ANY REQUIRED CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEERING DEPARTMENT AT LEAST 72 HOURS PRIOR TO ANY REQUIRED RE-PROGRAMMING AND/OR TIMING ADJUSTMENTS FOR TRAFFIC SIGNALS. ALL WORK RELATING TO COVERING ("BAGGING") SIGNS AND TRAFFIC SIGNALS FOR TEMPORARY LANE CLOSURES, AND MOVING OR ADJUSTING VIDEO DETECTION CAMERAS, WILL BE DONE BY THE CONTRACTOR AND COORDINATED WITH THE CITY TRAFFIC ENGINEERING DEPARTMENT. THE TRAFFIC CONTROLLER WILL BE PROGRAMMED BY CITY TRAFFIC ENGINEERING DEPARTMENT PERSONNEL INCLUDING THE TIMING OF EACH PHASE FOR VEHICLES AND PEDESTRIANS, AS WELL AS PROGRAMMING THE VIDEO DETECTION ZONES FOR EACH CAMERA. 13.CONTRACTOR SHALL ALSO NOTIFY AND COORDINATE WITH TEXAS DEPARTMENT OF TRANSPORTATION FOR ADJUSTMENTS TO CONTRACTOR SHALL ALSO NOTIFY AND COORDINATE WITH TEXAS DEPARTMENT OF TRANSPORTATION FOR ADJUSTMENTS TO TRAFFIC SIGNALS AT ALL HIGHWAY FRONTAGE ROADS. 14.CONTRACTOR SHALL PROTECT TRAFFIC GROUND BOXES AND TRAFFIC SIGNALS DURING CONSTRUCTION. CONTRACTOR SHALL CONTRACTOR SHALL PROTECT TRAFFIC GROUND BOXES AND TRAFFIC SIGNALS DURING CONSTRUCTION. CONTRACTOR SHALL CLEANOUT, REPAIR AS NEEDED, AND ADJUST TRAFFIC GROUND BOXES TO FINISH GRADE AND PULL TRAFFIC SIGNAL CABLES AS REQUIRED TO COMPLETE TRAFFIC SIGNAL ADJUSTMENTS. CONTACT THE CITY TRAFFIC ENGINEERING DEPARTMENT AT 826-3540 FOR TRAFFIC SIGNAL CABLE LINE LOCATE ASSISTANCE. 15.CONTRACTOR SHALL REROUTE FIBER OPTIC (F.O.) CABLE AND TRAFFIC SIGNAL CONDUIT AS NEEDED FOR TRAFFIC SIGNAL BOX CONTRACTOR SHALL REROUTE FIBER OPTIC (F.O.) CABLE AND TRAFFIC SIGNAL CONDUIT AS NEEDED FOR TRAFFIC SIGNAL BOX ADJUSTMENTS AND RELOCATIONS. IF THERE IS INSUFFICIENT CABLE SLACK FOR RELOCATION, THE CITY/TOWN WILL DISCONNECT THE F.O. CABLE AND SUPPLY ADDITIONAL CABLE IF NEEDED, AND WILL SPLICE AND TERMINATE THE CABLE. CONTRACTOR SHALL TAKE PRECAUTIONS TO ENSURE THAT NO DAMAGE OCCURS TO TRAFFIC SIGNAL CONDUIT AND F.O. CABLE INCLUDING DUCT-TAPING THE ENDS OF CONDUIT. IF DAMAGE OCCURS, CONTRACTOR SHALL MAKE REPAIRS PROMPTLY. 16.ALL TRAFFIC SIGNS ON THIS PROJECT SHALL HAVE ANTI-GRAFFITI FILM ON BOTH SIDES. ALL TRAFFIC SIGNS ON THIS PROJECT SHALL HAVE ANTI-GRAFFITI FILM ON BOTH SIDES. 17.CONTRACTOR SHALL PROTECT ADJACENT PAVEMENT FROM DAMAGE. CONTRACTOR SHALL PROTECT ADJACENT PAVEMENT FROM DAMAGE. 18.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING STREET PAVEMENT THAT IS DAMAGED AS DETERMINED BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING STREET PAVEMENT THAT IS DAMAGED AS DETERMINED BY CONTRACTOR. 19.CEMENT SAND BACKFILL SHALL BE REQUIRED FOR ALL EXCAVATIONS IN THE ROADWAY. THIS SHALL BE SUBSIDIARY TO THE CEMENT SAND BACKFILL SHALL BE REQUIRED FOR ALL EXCAVATIONS IN THE ROADWAY. THIS SHALL BE SUBSIDIARY TO THE APPROPRIATE BID ITEMS. 20.TBDTBD
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NOTE: 1.QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY.
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TOTAL
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TOTAL
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QUANTITIES
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SY
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UNIT
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2,089
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4" CONCRETE SIDEWALK
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ITEM
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ITEM
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1
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2
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3
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SY
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66
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SY
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19
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ADA CURB RAMPS (TYP 4)
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DESCRIPTION
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CURB AND GUTTER REMOVAL
DRAWN BY:
CHECKED BY:
APPROVED BY:
VPL
ACJ
EV
DRAWING NO.
of 31
JOB NO:
160736
CIT
Y O
F B
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VIL
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S U
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81
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103807
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2/15/17
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4
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LA
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CONTROL PLAN
·
1
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AIRPORT
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WASHINGTON
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TROJAN DR
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REYES RD
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Coastal
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College
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B181
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ORANGE LN
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SH 351
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SH 351
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Bend
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Creek
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BM-7
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BM-6
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BM-5
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BM-4
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BM-3
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BM-2
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BM-1
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CP-3
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CP-2
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CP-1
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SCALE: N.T.S.
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CONTROL POINT
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--
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ELEVATION
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13344048.08
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DESCRIPTION
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EASTING
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NORTHING
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NO.
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CP-1
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BENCHMARK & CONSTRUCTION CONTROL INFORMATION
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2367503.13
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CONTROL POINT
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--
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13343925.05
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CP-2
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2367447.60
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CONTROL POINT
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--
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13343627.30
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CP-3
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2367367.84
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262.39
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13343523.38
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BM-1
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2367305.94
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BENCH MARK
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NOTE: THE TOPOGRAPHIC SURVEY FOR THIS PROJECT WAS PERFORMED BY LNV INC. ON 12-14-16 AND IS BASED ON NAD83/NAVD88 TEXAS STATE PLANE SOUTH ZONE 4205.
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258.02
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13343008.01
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BM-2
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2367401.84
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BENCH MARK
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262.76
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13342573.11
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BM-3
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2367494.87
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BENCH MARK
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274.84
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13341575.20
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BM-4
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2367707.97
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BENCH MARK
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268.49
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13341123.13
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BM-5
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2367803.29
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BENCH MARK
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266.27
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13340521.38
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BM-6
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2367929.64
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BENCH MARK
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267.71
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13340072.84
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BM-7
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2368021.02
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BENCH MARK
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PROJECT LIMITS
1 2 3
45
DRAWN BY:
CHECKED BY:
APPROVED BY:
VPL
ACJ
EV
DRAWING NO.
of 31
JOB NO:
160736
CIT
Y O
F B
EE
VIL
LE
, T
EX
AS
BU
SIN
ES
S U
S 1
81
&
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103807
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2/15/17
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BA
SE
LIN
E A
S
TA
0
+0
0 T
O S
TA
1
0+
00
PL
AN
V
IE
WS
3 BASELINE A STA 5+00 TO STA 10+00
MA
TCH
LIN
E S
TA 5
+00
MA
TCH
LIN
E S
TA 5
+00
2 BASELINE A STA 0+00 TO STA 5+00
5
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(S
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·
·
1
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0+00
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1+00
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2+00
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3+00
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4+00
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5+00
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20013
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265.95
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IR14
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20021
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267.44
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MON TXDOT
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BASELINE A
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EXIST.SPEED LIMIT SIGN SPEED LIMIT SIGN (TO BE RELOCATED)
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STA 0+36.04, 11.25' RT CL SIDEWALK
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STA 0+44.64, 13.50' RT CL SIDEWALK
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STA 2+21.35, 13.50' RT CL SIDEWALK
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M.E.
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M.E.
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STA 3+18.31, 13.50' RT CL SIDEWALK
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STA 4+62.83, 13.50' RT CL SIDEWALK
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PROPOSED 103 SY OF CONCRETE SIDEWALK
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PROPOSED 80 SY OF CONCRETE SIDEWALK
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BM-7
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EXIST.STREET SIGN STREET SIGN (TO BE RELOCATED)
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EXIST.STREET SIGN STREET SIGN (TO BE RELOCATED)
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5
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10
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PROPOSED 18 SY OF CONCRETE RAMP
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10
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PROPOSED 16 SY OF CONCRETE RAMP
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5
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EXIST. CONC. DRIVEWAY ENTRANCE TO TRACTOR SUPPLY CO.
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5
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10
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PROPOSED 16 SY OF CONCRETE RAMP
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EXIST. CONC. DRIVEWAY ENTRANCE TO FASTENAL
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U.S. HWY. 181
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5+00
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6+00
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7+00
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8+00
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9+00
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10+00
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20014
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266.04
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IP34
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EXIST.SPEED LIMIT SIGN SPEED LIMIT SIGN (TO BE RELOCATED)
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EXIST.SPEED LIMIT SIGN SPEED LIMIT SIGN (TO BE RELOCATED)
NOTE: THE TOPOGRAPHIC SURVEY FOR THIS PROJECT WAS PERFORMED BY LNV INC. ON 12-14-16 AND IS BASED ON NAD83/NAVD88 TEXAS STATE PLANE SOUTH ZONE 4205. UTILITIES SHOWN ARE APPROXIMATE ONLY, CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO CONSTRUCTION.
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13340009.27
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13340498.30
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13340987.33
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2368014.98
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2367910.82
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2367806.66
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13340521.38
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266.27
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2367929.64
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BENCH MARK
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BM-6
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13340072.84
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267.71
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2368021.02
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BENCH MARK
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BM-7
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5
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12
DRAWN BY:
CHECKED BY:
APPROVED BY:
VPL
ACJ
EV
DRAWING NO.
of 31
JOB NO:
160736
CIT
Y O
F B
EE
VIL
LE
, T
EX
AS
BU
SIN
ES
S U
S 1
81
&
F
M 3
35
5
SID
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K P
RO
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CT
DA
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SU
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/ R
EV
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IO
NS
DE
SC
RIP
TIO
NN
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BY
, P
.E
.
DA
TE
:
103807
LIC
EN
SE
N
O.:
ER
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V
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RR
EA
L
BY
:
2/15/17
TH
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F
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01
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0
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en
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BA
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TA
1
0+
00
T
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TA
2
0+
00
PL
AN
V
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WS
5 BASELINE A STA 7+50 TO STA 10+00
MA
TCH
LIN
E S
TA 1
5+00
MA
TCH
LIN
E S
TA 1
5+00
4 BASELINE A STA 5+00 TO STA 7+50
6
MA
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LIN
E S
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·
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3
2
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10+00
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11+00
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12+00
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13+00
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14+00
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15+00
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1291
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272.03
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IP12 DISTURBED
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PROPOSED 278 SY OF CONCRETE SIDEWALK
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BASELINE A
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U.S. HWY. 181
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EXIST.SPEED LIMIT SIGN SPEED LIMIT SIGN (TO BE RELOCATED)
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BM-5
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15+00
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16+00
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17+00
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18+00
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19+00
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20+00
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20017
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273.92
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IR58 RPLS 2028
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20025
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275.72
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IR58
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1268
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274.09
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MON TXDOT
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1269
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275.60
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MON TXDOT
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PROPOSED 20 SY OF CONCRETE SIDEWALK
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BASELINE A
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U.S. HWY. 181
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PROPOSED 86 SY OF CONCRETE SIDEWALK
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PROPOSED 134 SY OF CONCRETE SIDEWALK
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STA 15+35.99, 13.50' RT CL SIDEWALK
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STA 15+74.00, 13.50' RT CL SIDEWALK
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STA 18+14.62, 13.50' RT CL SIDEWALK
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STA 18+45.73, 13.50' RT CL SIDEWALK
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EXIST.SPEED LIMIT SIGN SPEED LIMIT SIGN (TO BE RELOCATED)
NOTE: THE TOPOGRAPHIC SURVEY FOR THIS PROJECT WAS PERFORMED BY LNV INC. ON 12-14-16 AND IS BASED ON NAD83/NAVD88 TEXAS STATE PLANE SOUTH ZONE 4205. UTILITIES SHOWN ARE APPROXIMATE ONLY, CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO CONSTRUCTION.
NOTE: THE TOPOGRAPHIC SURVEY FOR THIS PROJECT WAS PERFORMED BY LNV INC. ON 12-14-16 AND IS BASED ON NAD83/NAVD88 TEXAS STATE PLANE SOUTH ZONE 4205. UTILITIES SHOWN ARE APPROXIMATE ONLY, CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO CONSTRUCTION.
NOTE: THE TOPOGRAPHIC SURVEY FOR THIS PROJECT WAS PERFORMED BY LNV INC. ON 12-14-16 AND IS BASED ON NAD83/NAVD88 TEXAS STATE PLANE SOUTH ZONE 4205. UTILITIES SHOWN ARE APPROXIMATE ONLY, CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO CONSTRUCTION.
NOTE: THE TOPOGRAPHIC SURVEY FOR THIS PROJECT WAS PERFORMED BY LNV INC. ON 12-14-16 AND IS BASED ON NAD83/NAVD88 TEXAS STATE PLANE SOUTH ZONE 4205. UTILITIES SHOWN ARE APPROXIMATE ONLY, CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO CONSTRUCTION.
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13343624.13
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13344001.57
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2367306.22
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2367438.64
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ELEVATION
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DESCRIPTION
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EASTING
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NORTHING
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NO.
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BENCHMARK & CONSTRUCTION CONTROL INFORMATION
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13343925.05
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--
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2367447.60
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CONTROL POINT
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CP-2
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13343627.30
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--
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2367367.84
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CONTROL POINT
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CP-3
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13344048.08
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2367503.13
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CONTROL POINT
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CP-1
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9
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12
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RAMP 1 - PLAN VIEW1 RAMP 2 - PLAN VIEW2
RAMP 3 - PLAN VIEW3 RAMP 4 - PLAN VIEW4
CO
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10
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22
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M.E.
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M.E.
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HEADER CURB
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CONCRETE PAVERS WITH TRUNCATED DOME SURFACE (OR APPROVED EQUAL)
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12:1 MAX
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M.E.
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M.E.
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LANDING
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LANDING
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PROP SIDEWALK
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HEADER CURB
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EXISTING CURB
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EXISTING CURB
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CONCRETE PAVERS WITH TRUNCATED DOME SURFACE (OR APPROVED EQUAL)
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12:1 MAX
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HEADER CURB
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M.E.
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M.E.
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M.E.
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M.E.
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PROP SIDEWALK
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LANDING
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LANDING
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HEADER CURB
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EXISTING CURB
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EXISTING CURB
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12:1 MAX
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CONCRETE PAVERS WITH TRUNCATED DOME SURFACE (OR APPROVED EQUAL)
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HEADER CURB
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M.E.
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M.E.
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M.E.
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M.E.
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LANDING
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LANDING
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HEADER CURB
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PROP SIDEWALK
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EXISTING CURB
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CONCRETE PAVERS WITH TRUNCATED DOME SURFACE (OR APPROVED EQUAL)
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12:1 MAX
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M.E.
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M.E.
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M.E.
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M.E.
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EXISITING CURB
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HEADER CURB
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PROP SIDEWALK
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LANDING
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EXISTING CURB
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WATER VALVE
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EXIST CONC CULVERT 26
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B
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A
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PROP CONC. HEADER CURB
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PROP CONC. HEADER CURB
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M.E.
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U.S. HWY 181
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DOWEL IN #4 BARS 12" O.C. (TYP.)
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PROP CONC. HEADER CURB
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PROP CONC. HEADER CURB
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U.S. HWY 181
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DOWEL IN #4 BARS 12" O.C. (TYP.)
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EXIST BOX CULVERT
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EXIST HEADER CURB
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EXIST CURB
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EXIST PAVEMENT
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EXIST BOX CULVERT
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EXIST CURB
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EXIST PAVEMENT
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PROP 6" HEADER CURB DOWELED INTO EXIST CONCRETE
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EXIST CONC
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DOWEL IN #4 BARS 12" O.C. (TYP.)
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SCALE: 1"=4'
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8
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11
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SCALE: 1"=4'
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5
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11
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SCALE: 1"=2'
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SCALE: 1"=2'
DRAWN BY:
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SECTION 11 SECTION 22 SECTION 33
SECTION 44 SECTION 55 SECTION 66
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12
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4
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1
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EXIST CURB
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NATURAL GROUND
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EXIST PAVEMENT
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BACKFILL UNDER PROP SIDEWALK AND COMPACT TO 90% STD. PROCTOR DENSITY (TYP.)
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4
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1
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EXIST PAVEMENT
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EXIST CURB
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NATURAL GROUND
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BACKFILL UNDER PROP SIDEWALK AND COMPACT TO 90% STD. PROCTOR DENSITY (TYP.)
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4
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1
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EXIST PAVEMENT
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EXIST CURB
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NATURAL GROUND
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BACKFILL UNDER PROP SIDEWALK AND COMPACT TO 90% STD. PROCTOR DENSITY (TYP.)
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EXIST PAVEMENT
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EXIST CURB
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NATURAL GROUND
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4
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1
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BACKFILL UNDER PROP SIDEWALK AND COMPACT TO 90% STD. PROCTOR DENSITY (TYP.)
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EXIST CURB
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NATURAL GROUND
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4
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1
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EXIST PAVEMENT
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BACKFILL UNDER PROP SIDEWALK AND COMPACT TO 90% STD. PROCTOR DENSITY (TYP.)
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EXIST PAVEMENT
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EXIST CURB
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NATURAL GROUND
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4
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1
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BACKFILL UNDER PROP SIDEWALK AND COMPACT TO 90% STD. PROCTOR DENSITY (TYP.)
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SCALE: 1"=2'
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5
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12
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SCALE: 1"=2'
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6
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12
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8
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9
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12
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BU
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103807
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MIS
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S
13
CONCRETE PAVER W/TRUNCATED DOME SURFACE2
TYPICAL CONTROL & EXPANSION JOINT3
STANDARD SIDEWALK DETAIL1
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SIDEWALK NOTES :
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MIN. 2" LEVELING SAND
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PROFILE OF STD. SIDEWALK
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4x4 - W2.9xW2.9 WWF
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SIDEWALK CONCRETE
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1.STANDARD SIDEWALK GRADE NOT AT DRIVEWAY IS STANDARD SIDEWALK GRADE NOT AT DRIVEWAY IS SET BY SLOPE 1/4'' PER FOOT FROM TOP OF CURB. 2.ALL EXPANSION JOINTS TO BE 3/4" THICK RED ALL EXPANSION JOINTS TO BE 3/4" THICK RED WOOD, FOR FULL DEPTH OF SIDEWALK, UNLESS OTHERWISE NOTED. 3.ALL CONCRETE CLASS "A", 3,000 psi. ALL ALL CONCRETE CLASS "A", 3,000 psi. ALL STEEL, GRADE 60, fy = 60,000 psi.
AutoCAD SHX Text
PERPENDICULAR TRANSVERSE GROOVES 1/8" WIDE BY DEPTH SHOWN SHALL BE MADE IN ALL CURB & GUTTER AND HEADER CURB AT 10' O.C. (MAX) SIDEWALKS @ 6' O.C. (MAX)
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2" SAND BEDDING
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TYP EXPANSION JOINT
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TYPICAL CONTROL JOINT
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SEE CAP SEAL DETAIL
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3/4" RED WOOD
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#4 x 12" SMOOTH DOWELS @ 18" O.C. (FOR T < 6" IN THICKNESS)
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ONE END SLEEVED DRILL AND EPOXY SET
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PLAN OF STD. SIDEWALK
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NO. 4 DOWELS X 12'' LONG ONE END SLEEVED OR GREASED
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3/4" THICK EXPANSION JOINT 40' O.C., MAX.
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4 x 4-W2.9 x W2.9 WELDED WIRE FABRIC
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50:1
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NOTES: : 1.ALL EXPANSION JOINTS TO BE 3/4" THICK RED WOOD EXPANSION BOARD, UNLESS ALL EXPANSION JOINTS TO BE 3/4" THICK RED WOOD EXPANSION BOARD, UNLESS OTHERWISE NOTED. 2.ALL CONCRETE CLASS "A", 3,000 psi. ALL STEEL, GRADE 60, ly = 60,000 psi. ALL CONCRETE CLASS "A", 3,000 psi. ALL STEEL, GRADE 60, ly = 60,000 psi. 3.CONCRETE TO RECEIVE BROOM FINISH. CONCRETE TO RECEIVE BROOM FINISH. 4.TRANSVERSE CONTRACTION JOINTS 1/8" WIDE BY 1/2" DEEP SHALL BE CUT IN TRANSVERSE CONTRACTION JOINTS 1/8" WIDE BY 1/2" DEEP SHALL BE CUT IN ALL SIDEWALKS AT 5'-0" INTERVALS (MAXIMUM).
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PAVING CAP SEAL GREENSTREAK #605 OR APPROVED EQUAL. INSTALL OVER EXPANSION BOARD PRIOR TO CONC. PLACEMENT.
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3/4" RED WOOD EXPANSION BOARD. SECURE CAP SEAL TO BOARD BY STAPLING OR NAILING THROUGH BOTTOM FLANGE.
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CAP SEAL DETAIL NEW CONC. TO NEW CONC.
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PAVING CAP SEAL GREENSTREAK #628 OR APPROVED EQUAL. INSTALL OVER EXPANSION BOARD PRIOR TO CONC. PLACEMENT.
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PLACE THIS SIDE OF CAP SEAL ON SIDE OF EXISTING CONCRETE.
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3/4" RED WOOD EXPANSION BOARD. SECURE CAP SEAL TO BOARD BY STAPLING OR NAILING THROUGH BOTTOM FLANGE.
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CAP SEAL DETAIL NEW CONC. TO EXIST. CONC.
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1"
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SCALE: N.T.S.
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10
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13
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SCALE: N.T.S.
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-
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SCALE: N.T.S.
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-
DRAWN BY:
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DRAWING NO.
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Y O
F B
EE
VIL
LE
, T
EX
AS
BU
SIN
ES
S U
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81
&
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DA
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103807
LIC
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2/15/17
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JE
CT
L
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14
ADVANCE WARNING SIGNS AT PROJECT LIMITS1
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US 181
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E.FM 351FM 351
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W FM 351
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FM 3355
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AIRPORT RD.
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REYES RD.
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US 181
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US 181
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ROAD WORK
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G20-1bR
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NEXT X MILES
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72"X24"
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X
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X
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X
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OBEY
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WARNING
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SIGNS
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STATE LAW
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R20-3
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48"X42"
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ROAD
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AHEAD
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WORK
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CW20-1D
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48"X48"
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X
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ROAD
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AHEAD
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CW20-1D
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WORK
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48"X48"
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OBEY
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WARNING
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SIGNS
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STATE LAW
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R20-3
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48"X42"
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X
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X
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X
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G20-2a
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36"X18"
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END
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ROAD WORK
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ROAD
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AHEAD
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WORK
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CW20-1D
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48"X48"
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G20-2a
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36"X18"
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END
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ROAD WORK
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X
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ROAD
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AHEAD
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WORK
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X
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G20-2a
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36"X18"
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END
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ROAD WORK
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CW20-1D
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48"X48"
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ARE PRESENT
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WORKERS
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WHEN
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DOUBLE
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FINES
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TRAFFIC
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ZONE
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WORK
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BEGIN
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R20-5
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PLAQUE
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R20-5
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EG20-9T
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CONTRACTOR
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STATE
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CITY
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ADDRESS
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NAME
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NEXT X MILES
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ROAD WORK
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BEGIN
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G20-5T
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G20-6
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24"X24"
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24"X30"
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24"X12"
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48"X24"
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48"X30"
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B
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A
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A
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B
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X
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X
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X
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STAY ALERT
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TALK OR TEXT LATER
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G20-10T
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60"X48"
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X
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X
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STAY ALERT
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TALK OR TEXT LATER
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G20-10T
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60"X48"
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OBEY
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WARNING
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SIGNS
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STATE LAW
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R20-3
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48"X42"
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ROAD
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AHEAD
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CW20-1D
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WORK
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48"X48"
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ROAD WORK
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G20-1bL
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NEXT X MILES
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72"X24"
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X
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STAY ALERT
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TALK OR TEXT LATER
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G20-10T
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60"X48"
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COLLEGE DR.
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X
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X
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X
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X
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ROAD WORK
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G20-1bL
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NEXT X MILES
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72"X24"
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ROAD
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AHEAD
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CW20-1D
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WORK
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48"X48"
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OBEY
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WARNING
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SIGNS
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STATE LAW
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R20-3
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48"X42"
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STAY ALERT
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TALK OR TEXT LATER
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G20-10T
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60"X48"
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ROAD
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AHEAD
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CW20-1D
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WORK
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48"X48"
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G20-2a
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36"X18"
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END
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ROAD WORK
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X
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X
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ROAD
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AHEAD
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CW20-1D
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WORK
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48"X48"
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X
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X
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X
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B
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A
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X
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OBEY
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WARNING
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SIGNS
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STATE LAW
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R20-3
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48"X42"
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ROAD
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AHEAD
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WORK
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CW20-1D
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48"X48"
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STAY ALERT
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TALK OR TEXT LATER
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G20-10T
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60"X48"
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G20-2a
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36"X18"
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END
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ROAD WORK
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G20-2a
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36"X18"
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END
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ROAD WORK
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SCALE: N.T.S.
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-
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NOTE: SEE BARRICADE & CONSTRUCTION DETAILS BC(2)-14 FOR SPACING
DRAWN BY:
CHECKED BY:
APPROVED BY:
VPL
ACJ
EV
DRAWING NO.
of 31
JOB NO:
160736
CIT
Y O
F B
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1
TRAFIC CONTROL PLANINTERSECTION OF US 181 & FM 351
DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver- sion of this standard to other formats or for incorrect results or damages resulting from its use.
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30'
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Min.
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2-94
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8-95
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1-97
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B
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B
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1/3 L
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10' Min.
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10' Min.
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Work Space
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Work Space
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Channelizing Devices
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(See note 2)
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Work Space
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30'
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Min.
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WORK SPACE ON SHOULDER
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WORK VEHICLES ON SHOULDER
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48" X 24"
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G20-2
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Shoulder
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Shoulder
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Shoulder
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48" X 24"
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G20-2
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(See note 2)
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Shoulder
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Shoulder
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Right-of-way Line
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48" X 24"
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G20-2
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(See note 2)
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TCP(1-1)-12
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100' Max. Devices at 20' spacing (See note 2)
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100' Max. Devices at 20' spacing (See note 2)
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150' Min.
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1/3 L
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Channelizing Devices
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(See note 2)
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Shoulder
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TCP (1-1b)
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TCP (1-1c)
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4-98
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48" X 48"
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CW20-1D
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(Flags- See note 1)
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Channelizing Devices
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(See note 2)
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Min.
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30'
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150' Min.
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CW20-1D
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(Flags- See note 1)
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48" X 48"
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L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH)
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Taper lengths have been rounded off.
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Conventional Roads Only
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*
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*
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*
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INTERMEDIATE TERM STATIONARY
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LONG TERM STATIONARY
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SHORT TERM STATIONARY
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TYPICAL USAGE
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MOBILE
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SHORT DURATION
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Type 3 Barricade
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Heavy Work Vehicle
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Channelizing Devices
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Flag
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LEGEND
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Flagger
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Sign
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Portable Changeable Message Sign (PCMS)
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Trailer Mounted Flashing Arrow Board
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M
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Traffic Flow
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Truck Mounted Attenuator (TMA)
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X for 50 mph or less 3X for over 50 mph
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2
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*
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*
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*
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75
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750'
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720'
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825'
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900'
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75'
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900'
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540'
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90'
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120'
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155'
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195'
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240'
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295'
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350'
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410'
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475'
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60'
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70'
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80'
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90'
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100'
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110'
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120'
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130'
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140'
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150'
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120'
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160'
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240'
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320'
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400'
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500'
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700'
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600'
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800'
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30'
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35'
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40'
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45'
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50'
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55'
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60'
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65'
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70'
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150'
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205'
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265'
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450'
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500'
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550'
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600'
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165'
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225'
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295'
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495'
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550'
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605'
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660'
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180'
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320'
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600'
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660'
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650'
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715'
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780'
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245'
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540'
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700'
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770'
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840'
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30
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35
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40
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45
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50
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55
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60
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65
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70
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60
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WS
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L=
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Posted
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Speed
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Suggested Longitudinal Buffer Space "B"
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On a Tangent
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On a Taper
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12'
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Offset
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Offset
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11'
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Offset
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10'
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Minimum Desirable Taper Lengths
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Suggested Maximum Spacing of Channelizing Devices
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Formula
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L=WS
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Minimum Sign Spacing
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"X" Distance
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Channelizing devices may be omitted if the work area is a minimum of 30' from the nearest traveled way.
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X for 50 mph or less 3X for over 50 mph
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X for 50 mph or less 3X for over 50 mph
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X for 50 mph or less 3X for over 50 mph
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X for 50 mph or less 3X for over 50 mph
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X for 50 mph or less 3X for over 50 mph
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Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights. (See notes 4 & 5)
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TCP (1-1a)
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WORK SPACE NEAR SHOULDER
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48" X 48"
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CW20-1D
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(Flags- See note 1)
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Channelizing Devices
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(See note 2)
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Channelizing Devices
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(See note 2)
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(See note 2)
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Channelizing Devices
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48" X 24"
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G20-2
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(See note 2)
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Work vehicles or other equipment necessary for the work operation, such as trucks, moveable cranes, etc., shall remain in areas separated from lanes of traffic by channelization devices at all times.
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Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights. (See notes 4 & 5)
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(See note 2)
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Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights. (See notes 4 & 5)
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Conventional Roads
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Conventional Roads
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Conventional Roads
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Inactive work vehicle (See Note 3)
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TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK
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CW20-1D
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48" X 48"
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(Flags- See notes 1 & 7)
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48" X 48"
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CW20-1D
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(Flags- See notes 1 & 7)
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For construction or maintenance contract work, specific project requirements for shadow vehicles can be found in the project GENERAL NOTES for Item 502, Barricades, Signs and Traffic Handling.
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1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. Inactive work vehicles or other equipment should be parked near the right-of-way line and not parked on the paved shoulder. 4. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to 100 feet in advance of the area of crew exposure without adversely affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in place, Type 3 Barricades or other channelizing devices may be substituted for the Shadow Vehicle and TMA. 5. Additional Shadow Vehicles with TMAs may be positioned off the paved surface, next to those shown in order to protect wider work spaces. 6. See TCP(5-1)for shoulder work on divided highways, expressways and freeways. 7. CW21-5 "SHOULDER WORK" signs may be used in place of CW20-1D "ROAD WORK AHEAD" signs for shoulder work on conventional " signs for shoulder work on conventional roadways.
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48" X 48"
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CW20-1D
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(Flags- See notes 1 & 7)
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2-12
DRAWN BY:
CHECKED BY:
APPROVED BY:
VPL
ACJ
EV
DRAWING NO.
of 31
JOB NO:
160736
CIT
Y O
F B
EE
VIL
LE
, T
EX
AS
BU
SIN
ES
S U
S 1
81
&
F
M 3
35
5
SID
EW
AL
K P
RO
JE
CT
DA
TE
IS
SU
ES
/ R
EV
IS
IO
NS
DE
SC
RIP
TIO
NN
O.
BY
, P
.E
.
DA
TE
:
103807
LIC
EN
SE
N
O.:
ER
IC
V
ILLA
RR
EA
L
BY
:
2/15/17
TH
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D
OC
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T IS
F
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TE
RIM
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W A
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NO
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engineers
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31
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L
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Work Space
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X for 50 MPH or less 3X for over 50 MPH
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X
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Shoulder
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Shoulder
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Shoulder
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Shoulder
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30'
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MIN.
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Work Space
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L
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30'
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Min.
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1/2 L
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X
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X
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TCP (2-4a)
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TCP (2-4b)
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1/2 L
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TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS
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TCP(2-4)-12
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8-95
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100'
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200'
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1-97
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Approx.
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B
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4-98
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3-03
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X
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B
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1/3 L
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Approx.
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B
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X
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1. Flags attached to signs where shown, are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The downstream taper is optional. When used, it should be 100 feet minimum length per lane. 4. For short term applications, when post mounted signs are not used, the distance legend may be shown on the sign face rather than on a CW16-3aP supplemental plaque. 5. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to 100 feet in advance of the area of crew exposure without adversely affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in place, Type 3 Barricades or other channelizing devices may be substituted for the Shadow Vehicle and TMA. 6. Additional Shadow Vehicles with TMAs may be positioned in each closed lane, on the shoulder or off the paved surface, next to those shown in order to protect a wider work space. 7. If this TCP is used for a left lane closure, CW20-5TL "LEFT LANE CLOSED"signs shall be used and channelizing devices shall be placed on the centerline to protect the work space from opposing traffic with the arrow board placed in the closed lane near the end of the merging taper. 8. For shorter durations where traffic is directed over a yellow centerline, channelizing devices which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, at 1/2(S) where S is the speed in mph. This tighter devices spacing is intended for the area of conflicting markings, not the entire work zone.
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Texas Department of Transportation
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Traffic Operations Division
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December 1985
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DN:
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CK:
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DW:
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CK:
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C TxDOT
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JOB
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COUNTY
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CONT
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SECT
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DIST
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REVISIONS
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HIGHWAY
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SHEET NO.
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164
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TXDOT
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TXDOT
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TXDOT
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TXDOT
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Shoulder
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Shoulder
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X
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X
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1/3 L
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L
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L
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X
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X
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ONE LANE CLOSED
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TWO LANES CLOSED
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X
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X
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Shoulder
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48" X 24"
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G20-2
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CW20-5TL
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48" X 48"
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48" X 24"
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G20-2
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CW20-5TR
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48" X 48"
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CW1-6aT
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36" X 36"
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CW20-1D
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48" X 48"
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(Flags- See note 1)
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CW20-1D
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48" X 48"
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(Flags- See note 1)
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(See note 8)
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48" X 24"
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G20-2
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CW20-1D
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48" X 48"
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(Flags- See note 1)
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CW1-4L
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48" X 48"
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CW13-1P
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24" X 24"
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CW1-6aT
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36" X 36"
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CW1-4R
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48" X 48"
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CW13-1P 24" X 24"
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48" X 24"
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G20-2
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Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights. (See notes 5 & 6)
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X
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X
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X
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CW16-3aP 30" X 12" (See note 4)
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Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights.(See notes 5 & 6)
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CW16-3aP 30" X 12" (See note 4)
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CW20-5TR
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48" X 48"
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CW16-3aP 30" X 12" (See note 4)
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TCP (2-4a)
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TCP (2-4b)
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GENERAL NOTES
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Shoulder
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INTERMEDIATE TERM STATIONARY
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LONG TERM STATIONARY
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SHORT TERM STATIONARY
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TYPICAL USAGE
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MOBILE
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SHORT DURATION
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2-12
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Type 3 Barricade
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Heavy Work Vehicle
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Channelizing Devices
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Flag
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LEGEND
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Flagger
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Sign
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Portable Changeable Message Sign (PCMS)
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Trailer Mounted Flashing Arrow Board
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M
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Traffic Flow
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Truck Mounted Attenuator (TMA)
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L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH)
