FINAL_PLANS_DRAINAGE_REPAIRS_RR7-MM29_W911SG19B0011.pdf
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FINAL PLANS DRAINAGE REPAIRS RR7-MM29 W911SG19B0011
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WS-08510-2019-C-G1 COVERSHEET/DRAWING INDEX
WS-08510-2019-C-GC LOCATION MAP
WS-08510-2019-C-SP1 SITE PLAN STA. 0+00 TO STA. 22+00
WS-08510-2019-C-SP2 SITE PLAN STA. 22+00 TO STA. 43+50
WS-08510-2019-C-SP3 SITE PLAN STA. 43+50 TO STA. 56+50
AND ACCESS ROAD
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DESIGNED BY
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CHIEF, ENGINEERING DIVISION
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DATE
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APPROVED
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RECOMMENDED
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BRANCH CHIEF
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SUBMITTED
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PROJECT MANAGER
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CHECKED BY
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DRAWN BY
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NO.
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DATE
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WHITE SANDS MISSILE RANGE, N.M.
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DRAWING NUMBER
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DIRECTORATE OF PUBLIC WORKS
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SCALE
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SHEET
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ENGINEERING DIVISION
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OF
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DESCRIPTION
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REVISIONS
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APPROVED
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BY
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WHITE SANDS MISSILE RANGE, NEW MEXICO
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DIRECTORATE OF PUBLIC WORKS
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DRAINAGE REPAIRS TO ACCESS ROAD
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DRAWING # TITLE
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ENGINEERING DIVISION
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COVER SHEET/DRAWING INDEX
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DRAINAGE REPAIRS TO ACCESS ROAD
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WS-08512-2019-C-G1
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DIRECTORATE OF PUBLIC WORKS
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AR
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AR
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XX
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LR
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RA
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25 JUNE 209
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NTS
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CONCURRENCES
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AutoCAD SHX Text Garrison Safety-Terry Garcia
AutoCAD SHX Text Physical Security-Rick Koehler
AutoCAD SHX Text Fire Department-Noel Salas
AutoCAD SHX Text DPW Environmental-Brian Knight
AutoCAD SHX Text Anti-Terrorism/Force Protection-Kevin Timmons
AutoCAD SHX Text Information Management-James Anderson
AutoCAD SHX Text Operations & Maintenance Division-John Esqueda
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BID SET
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TO FOB RR7/MM29
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TO FOB RR7/MM29
BID SET
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WS-08510-2019-C-GC
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RR7/MM29
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LOCATION MAP
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WHITE SANDS MISSILE RANGE, NEW MEXICO
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ENGINEERING DIVISION
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DIRECTORATE OF PUBLIC WORKS
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DRAWING NUMBER
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REVISIONS
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DESCRIPTION
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SHEET
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CHIEF DESIGN BRANCH
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CHIEF, ENGINEERING DIVISION
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APPROVED
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DATE
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SCALE
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CHECKED
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PROJECT MANAGER
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RECOMMENDED
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SUBMITTED
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DESIGNED BY
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DRAWN
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NUMBER
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DATE
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OF
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PLATE
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APPROVED
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PROJECT LOCATION
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WATER WELL (3637581.91N 359143.55E)
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BORROW PIT (3637609.095N 359320.637E)
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RR7
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STAGING AREA
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DRAINAGE REPAIRS TO ACCESS ROAD
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1. REFERENCE LOCATION MAP FOR THE AVAILABILITY OF REFERENCE LOCATION MAP FOR THE AVAILABILITY OF LOCATION MAP FOR THE AVAILABILITY OF LOCATION MAP FOR THE AVAILABILITY OF MAP FOR THE AVAILABILITY OF MAP FOR THE AVAILABILITY OF FOR THE AVAILABILITY OF FOR THE AVAILABILITY OF THE AVAILABILITY OF THE AVAILABILITY OF AVAILABILITY OF AVAILABILITY OF OF OF A WATER WELL, BORROW PIT AND STAGING AREA. 2. A CONSTRUCTION WATER WELL IS AVAILABLE FOR A CONSTRUCTION WATER WELL IS AVAILABLE FOR A CONSTRUCTION WATER WELL IS AVAILABLE FOR CONSTRUCTION WATER WELL IS AVAILABLE FOR CONSTRUCTION WATER WELL IS AVAILABLE FOR WATER WELL IS AVAILABLE FOR WATER WELL IS AVAILABLE FOR WELL IS AVAILABLE FOR WELL IS AVAILABLE FOR IS AVAILABLE FOR IS AVAILABLE FOR AVAILABLE FOR AVAILABLE FOR FOR FOR THE CONTRACTOR TO USE. THE CONTRACTOR IS CONTRACTOR TO USE. THE CONTRACTOR IS CONTRACTOR TO USE. THE CONTRACTOR IS TO USE. THE CONTRACTOR IS TO USE. THE CONTRACTOR IS USE. THE CONTRACTOR IS USE. THE CONTRACTOR IS THE CONTRACTOR IS THE CONTRACTOR IS THE CONTRACTOR IS CONTRACTOR IS CONTRACTOR IS IS IS RESPONSIBLE TO PROVIDE A WATER WELL PUMP TO TO PROVIDE A WATER WELL PUMP TO TO PROVIDE A WATER WELL PUMP TO PROVIDE A WATER WELL PUMP TO PROVIDE A WATER WELL PUMP TO A WATER WELL PUMP TO A WATER WELL PUMP TO WATER WELL PUMP TO WATER WELL PUMP TO WELL PUMP TO WELL PUMP TO PUMP TO PUMP TO TO TO DRAW WATER AND MAY NEED TO COORDINATE AND WATER AND MAY NEED TO COORDINATE AND WATER AND MAY NEED TO COORDINATE AND AND MAY NEED TO COORDINATE AND AND MAY NEED TO COORDINATE AND MAY NEED TO COORDINATE AND MAY NEED TO COORDINATE AND NEED TO COORDINATE AND NEED TO COORDINATE AND TO COORDINATE AND TO COORDINATE AND COORDINATE AND COORDINATE AND AND AND SHARE RESPONSIBILITIES WITH OTHER CONTRACTOR(S) RESPONSIBILITIES WITH OTHER CONTRACTOR(S) RESPONSIBILITIES WITH OTHER CONTRACTOR(S) WITH OTHER CONTRACTOR(S) WITH OTHER CONTRACTOR(S) OTHER CONTRACTOR(S) OTHER CONTRACTOR(S) CONTRACTOR(S) CONTRACTOR(S) ON-SITE. 3. THE CONTRACTOR SHALL SUBMIT A TRAFFIC THE CONTRACTOR SHALL SUBMIT A TRAFFIC THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTRACTOR SHALL SUBMIT A TRAFFIC CONTRACTOR SHALL SUBMIT A TRAFFIC SHALL SUBMIT A TRAFFIC SHALL SUBMIT A TRAFFIC SUBMIT A TRAFFIC SUBMIT A TRAFFIC A TRAFFIC A TRAFFIC TRAFFIC TRAFFIC CONTROL PLAN (TCP) TO COMPLY WITH MUTCD AND PLAN (TCP) TO COMPLY WITH MUTCD AND PLAN (TCP) TO COMPLY WITH MUTCD AND (TCP) TO COMPLY WITH MUTCD AND (TCP) TO COMPLY WITH MUTCD AND TO COMPLY WITH MUTCD AND TO COMPLY WITH MUTCD AND COMPLY WITH MUTCD AND COMPLY WITH MUTCD AND WITH MUTCD AND WITH MUTCD AND MUTCD AND MUTCD AND AND AND NMDOT GUIDELINES AND REGULATIONS FOR THIS SITE. GUIDELINES AND REGULATIONS FOR THIS SITE. GUIDELINES AND REGULATIONS FOR THIS SITE. AND REGULATIONS FOR THIS SITE. AND REGULATIONS FOR THIS SITE. REGULATIONS FOR THIS SITE. REGULATIONS FOR THIS SITE. FOR THIS SITE. FOR THIS SITE. THIS SITE. THIS SITE. SITE. SITE. PROVIDE AND MAINTAIN THE TRAFFIC CONTROL IN AND MAINTAIN THE TRAFFIC CONTROL IN AND MAINTAIN THE TRAFFIC CONTROL IN MAINTAIN THE TRAFFIC CONTROL IN MAINTAIN THE TRAFFIC CONTROL IN THE TRAFFIC CONTROL IN THE TRAFFIC CONTROL IN TRAFFIC CONTROL IN TRAFFIC CONTROL IN CONTROL IN CONTROL IN IN IN ACCORDANCE WITH THE NMSHTD, SECTION 618 AND WITH THE NMSHTD, SECTION 618 AND WITH THE NMSHTD, SECTION 618 AND THE NMSHTD, SECTION 618 AND THE NMSHTD, SECTION 618 AND NMSHTD, SECTION 618 AND NMSHTD, SECTION 618 AND SECTION 618 AND SECTION 618 AND 618 AND 618 AND AND AND 702, THROUGHOUT THE DURATION OF THE PROJECT . 4. THE CONTRACTOR SHALL INSTALL STORMWATER THE CONTRACTOR SHALL INSTALL STORMWATER POLLUTION PREVENTION MITIGATIONS TO PROTECT EXISTING DRAINAGE CHANNELS DOWNSTREAM, I.E. SILT FENCE, BALES. 5. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE CONTRACTOR SHALL REMOVE AND DISPOSE OF CONTRACTOR SHALL REMOVE AND DISPOSE OF CONTRACTOR SHALL REMOVE AND DISPOSE OF SHALL REMOVE AND DISPOSE OF SHALL REMOVE AND DISPOSE OF REMOVE AND DISPOSE OF REMOVE AND DISPOSE OF AND DISPOSE OF AND DISPOSE OF DISPOSE OF DISPOSE OF OF OF DEBRI AND VEGETATION OFF-SITE WSMR. DO NOT AND VEGETATION OFF-SITE WSMR. DO NOT AND VEGETATION OFF-SITE WSMR. DO NOT VEGETATION OFF-SITE WSMR. DO NOT VEGETATION OFF-SITE WSMR. DO NOT OFF-SITE WSMR. DO NOT OFF-SITE WSMR. DO NOT WSMR. DO NOT WSMR. DO NOT DO NOT DO NOT DO NOT NOT NOT DISPOSE OF ON THE ARROYO, DESERT OR INSIDE OF ON THE ARROYO, DESERT OR INSIDE OF ON THE ARROYO, DESERT OR INSIDE ON THE ARROYO, DESERT OR INSIDE ON THE ARROYO, DESERT OR INSIDE THE ARROYO, DESERT OR INSIDE THE ARROYO, DESERT OR INSIDE ARROYO, DESERT OR INSIDE ARROYO, DESERT OR INSIDE DESERT OR INSIDE DESERT OR INSIDE OR INSIDE OR INSIDE INSIDE INSIDE WSMR. SILT, SEDIMENTATION AND EXCESS SOIL MAY SILT, SEDIMENTATION AND EXCESS SOIL MAY SILT, SEDIMENTATION AND EXCESS SOIL MAY SILT, SEDIMENTATION AND EXCESS SOIL MAY SEDIMENTATION AND EXCESS SOIL MAY SEDIMENTATION AND EXCESS SOIL MAY AND EXCESS SOIL MAY AND EXCESS SOIL MAY EXCESS SOIL MAY EXCESS SOIL MAY SOIL MAY SOIL MAY MAY MAY BE DISPOSED OF AT THE BORROW SITE.
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GENERAL NOTES
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JUNE 209
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AR
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AR
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RR10
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ARROYO
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ARROY0
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JF
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LUCIANO RIGALES, P.E.
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RAFAEL ACOSTA
NTS
RR7
FL=3941.39
FL=3940.85
LIMITS OF CONSTRUCTION
R R
RR7
FL=3958.931
FL=3952.245
FL=3951.65
FL=3951.00
FL=3950.697
LIMITS OF CONSTRUCTION
BID SET
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WS-08510-2019-C-SP1
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ROAD TO FOB RR7/MM29
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SITE PLAN
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WHITE SANDS MISSILE RANGE, NEW MEXICO
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ENGINEERING DIVISION
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DIRECTORATE OF PUBLIC WORKS
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DRAWING NUMBER
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REVISIONS
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DESCRIPTION
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SHEET
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CHIEF DESIGN BRANCH
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CHIEF, ENGINEERING DIVISION
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APPROVED
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DATE
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SCALE:
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CHECKED
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PROJECT MANAGER
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RECOMMENDED
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SUBMITTED
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DESIGNED BY
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DRAWN
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OF
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APPROVED
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DRAINAGE REPAIRS TO ACCESS
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1. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A CONTRACTOR SHALL OBTAIN THE SERVICES OF A CONTRACTOR SHALL OBTAIN THE SERVICES OF A SHALL OBTAIN THE SERVICES OF A SHALL OBTAIN THE SERVICES OF A OBTAIN THE SERVICES OF A OBTAIN THE SERVICES OF A THE SERVICES OF A THE SERVICES OF A SERVICES OF A SERVICES OF A OF A OF A A A THIRD PARTY GEOTECHNICAL TESTING LABORATORY TO PARTY GEOTECHNICAL TESTING LABORATORY TO PARTY GEOTECHNICAL TESTING LABORATORY TO GEOTECHNICAL TESTING LABORATORY TO GEOTECHNICAL TESTING LABORATORY TO TESTING LABORATORY TO TESTING LABORATORY TO LABORATORY TO LABORATORY TO TO TO VERIFY THE EXISTING AND PROPOSED SOIL MATERIAL AND THE EXISTING AND PROPOSED SOIL MATERIAL AND THE EXISTING AND PROPOSED SOIL MATERIAL AND EXISTING AND PROPOSED SOIL MATERIAL AND EXISTING AND PROPOSED SOIL MATERIAL AND AND PROPOSED SOIL MATERIAL AND AND PROPOSED SOIL MATERIAL AND PROPOSED SOIL MATERIAL AND PROPOSED SOIL MATERIAL AND SOIL MATERIAL AND SOIL MATERIAL AND MATERIAL AND MATERIAL AND AND AND COMPLY WITH TEST AND INSPECTION OF WORK. 2. ALL FILL MATERIALS (NATURAL AND ENGINEERED) SHALL ALL FILL MATERIALS (NATURAL AND ENGINEERED) SHALL FILL MATERIALS (NATURAL AND ENGINEERED) SHALL FILL MATERIALS (NATURAL AND ENGINEERED) SHALL MATERIALS (NATURAL AND ENGINEERED) SHALL MATERIALS (NATURAL AND ENGINEERED) SHALL (NATURAL AND ENGINEERED) SHALL (NATURAL AND ENGINEERED) SHALL AND ENGINEERED) SHALL AND ENGINEERED) SHALL ENGINEERED) SHALL ENGINEERED) SHALL SHALL SHALL BE COMPACTED IN LIFTS NOT TO EXCEED 8", COMPACT COMPACTED IN LIFTS NOT TO EXCEED 8", COMPACT COMPACTED IN LIFTS NOT TO EXCEED 8", COMPACT IN LIFTS NOT TO EXCEED 8", COMPACT IN LIFTS NOT TO EXCEED 8", COMPACT LIFTS NOT TO EXCEED 8", COMPACT LIFTS NOT TO EXCEED 8", COMPACT NOT TO EXCEED 8", COMPACT NOT TO EXCEED 8", COMPACT TO EXCEED 8", COMPACT TO EXCEED 8", COMPACT EXCEED 8", COMPACT EXCEED 8", COMPACT 8", COMPACT 8", COMPACT COMPACT COMPACT FILL TO A MINIMUM OF 98% DENSITY AT +/-2% OPTIMUM TO A MINIMUM OF 98% DENSITY AT +/-2% OPTIMUM TO A MINIMUM OF 98% DENSITY AT +/-2% OPTIMUM A MINIMUM OF 98% DENSITY AT +/-2% OPTIMUM A MINIMUM OF 98% DENSITY AT +/-2% OPTIMUM MINIMUM OF 98% DENSITY AT +/-2% OPTIMUM MINIMUM OF 98% DENSITY AT +/-2% OPTIMUM OF 98% DENSITY AT +/-2% OPTIMUM OF 98% DENSITY AT +/-2% OPTIMUM 98% DENSITY AT +/-2% OPTIMUM 98% DENSITY AT +/-2% OPTIMUM DENSITY AT +/-2% OPTIMUM DENSITY AT +/-2% OPTIMUM AT +/-2% OPTIMUM AT +/-2% OPTIMUM +/-2% OPTIMUM +/-2% OPTIMUM OPTIMUM OPTIMUM MOISTURE CONTENT AS PER ASTM D1557 UNLESS CONTENT AS PER ASTM D1557 UNLESS CONTENT AS PER ASTM D1557 UNLESS AS PER ASTM D1557 UNLESS AS PER ASTM D1557 UNLESS PER ASTM D1557 UNLESS PER ASTM D1557 UNLESS ASTM D1557 UNLESS ASTM D1557 UNLESS D1557 UNLESS D1557 UNLESS UNLESS UNLESS OTHERWISE SPECIFIED.
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1. THE CONTRACTOR SHALL SURVEY 100 FT BEYOND THE THE CONTRACTOR SHALL SURVEY 100 FT BEYOND THE CONTRACTOR SHALL SURVEY 100 FT BEYOND THE CONTRACTOR SHALL SURVEY 100 FT BEYOND THE SHALL SURVEY 100 FT BEYOND THE SHALL SURVEY 100 FT BEYOND THE SURVEY 100 FT BEYOND THE SURVEY 100 FT BEYOND THE 100 FT BEYOND THE 100 FT BEYOND THE FT BEYOND THE FT BEYOND THE BEYOND THE BEYOND THE THE THE LIMITS OF CONSTRUCTION SHOWN TO VERIFY EXISTING OF CONSTRUCTION SHOWN TO VERIFY EXISTING OF CONSTRUCTION SHOWN TO VERIFY EXISTING CONSTRUCTION SHOWN TO VERIFY EXISTING CONSTRUCTION SHOWN TO VERIFY EXISTING SHOWN TO VERIFY EXISTING SHOWN TO VERIFY EXISTING TO VERIFY EXISTING TO VERIFY EXISTING VERIFY EXISTING VERIFY EXISTING EXISTING EXISTING GRADES, ELEVATIONS, DIMENSIONS AND SITE CONDITIONS ELEVATIONS, DIMENSIONS AND SITE CONDITIONS ELEVATIONS, DIMENSIONS AND SITE CONDITIONS DIMENSIONS AND SITE CONDITIONS DIMENSIONS AND SITE CONDITIONS AND SITE CONDITIONS AND SITE CONDITIONS SITE CONDITIONS SITE CONDITIONS CONDITIONS CONDITIONS PRIOR TO CONSTRUCTION ACTIVITIES; MAINTAIN TO CONSTRUCTION ACTIVITIES; MAINTAIN TO CONSTRUCTION ACTIVITIES; MAINTAIN CONSTRUCTION ACTIVITIES; MAINTAIN CONSTRUCTION ACTIVITIES; MAINTAIN ACTIVITIES; MAINTAIN ACTIVITIES; MAINTAIN MAINTAIN MAINTAIN CONSTRUCTION QUALITY CONTROL AND PROVIDE RECORD QUALITY CONTROL AND PROVIDE RECORD QUALITY CONTROL AND PROVIDE RECORD CONTROL AND PROVIDE RECORD CONTROL AND PROVIDE RECORD AND PROVIDE RECORD AND PROVIDE RECORD PROVIDE RECORD PROVIDE RECORD RECORD RECORD DRAWINGS. THE TOPOGRAPHIC AND IMPROVEMENT THE TOPOGRAPHIC AND IMPROVEMENT THE TOPOGRAPHIC AND IMPROVEMENT THE TOPOGRAPHIC AND IMPROVEMENT TOPOGRAPHIC AND IMPROVEMENT TOPOGRAPHIC AND IMPROVEMENT AND IMPROVEMENT AND IMPROVEMENT IMPROVEMENT IMPROVEMENT SURVEY SHALL BE PERFORMED BY A REGISTERED SHALL BE PERFORMED BY A REGISTERED SHALL BE PERFORMED BY A REGISTERED BE PERFORMED BY A REGISTERED BE PERFORMED BY A REGISTERED PERFORMED BY A REGISTERED PERFORMED BY A REGISTERED BY A REGISTERED BY A REGISTERED A REGISTERED A REGISTERED REGISTERED REGISTERED LICENSED SURVEY FIRM IN NEW MEXICO AND COMPLY SURVEY FIRM IN NEW MEXICO AND COMPLY SURVEY FIRM IN NEW MEXICO AND COMPLY FIRM IN NEW MEXICO AND COMPLY FIRM IN NEW MEXICO AND COMPLY IN NEW MEXICO AND COMPLY IN NEW MEXICO AND COMPLY NEW MEXICO AND COMPLY NEW MEXICO AND COMPLY MEXICO AND COMPLY MEXICO AND COMPLY AND COMPLY AND COMPLY COMPLY COMPLY WITH CONTRACT SPECIFICATION SECTION 02 21 00. 2. THE CONTRACTOR SHALL REMOVE SILT, DEBRI AND THE CONTRACTOR SHALL REMOVE SILT, DEBRI AND CONTRACTOR SHALL REMOVE SILT, DEBRI AND CONTRACTOR SHALL REMOVE SILT, DEBRI AND SHALL REMOVE SILT, DEBRI AND SHALL REMOVE SILT, DEBRI AND REMOVE SILT, DEBRI AND REMOVE SILT, DEBRI AND SILT, DEBRI AND SILT, DEBRI AND DEBRI AND DEBRI AND AND AND SEDIMENTATION FROM INSIDE THE CULVERT(S). FROM INSIDE THE CULVERT(S). FROM INSIDE THE CULVERT(S). INSIDE THE CULVERT(S). INSIDE THE CULVERT(S). THE CULVERT(S). THE CULVERT(S). CULVERT(S). CULVERT(S). BACKFILL SCOURED AREAS, RUTS AND SOIL CUTS ON SCOURED AREAS, RUTS AND SOIL CUTS ON SCOURED AREAS, RUTS AND SOIL CUTS ON AREAS, RUTS AND SOIL CUTS ON AREAS, RUTS AND SOIL CUTS ON RUTS AND SOIL CUTS ON RUTS AND SOIL CUTS ON AND SOIL CUTS ON AND SOIL CUTS ON SOIL CUTS ON SOIL CUTS ON CUTS ON CUTS ON ON ON TOP AND SIDE SLOPES 10 FEET AROUND THE CULVERT AND SIDE SLOPES 10 FEET AROUND THE CULVERT AND SIDE SLOPES 10 FEET AROUND THE CULVERT SIDE SLOPES 10 FEET AROUND THE CULVERT SIDE SLOPES 10 FEET AROUND THE CULVERT SLOPES 10 FEET AROUND THE CULVERT SLOPES 10 FEET AROUND THE CULVERT 10 FEET AROUND THE CULVERT 10 FEET AROUND THE CULVERT FEET AROUND THE CULVERT FEET AROUND THE CULVERT AROUND THE CULVERT AROUND THE CULVERT THE CULVERT THE CULVERT CULVERT CULVERT AND COMPACT TO 98% DENSITY AS PER ASTM D1557. COMPACT TO 98% DENSITY AS PER ASTM D1557. COMPACT TO 98% DENSITY AS PER ASTM D1557. TO 98% DENSITY AS PER ASTM D1557. TO 98% DENSITY AS PER ASTM D1557. 98% DENSITY AS PER ASTM D1557. 98% DENSITY AS PER ASTM D1557. DENSITY AS PER ASTM D1557. DENSITY AS PER ASTM D1557. AS PER ASTM D1557. AS PER ASTM D1557. PER ASTM D1557. PER ASTM D1557. ASTM D1557. ASTM D1557. D1557. D1557. PROVIDE A MIN. 3 DENSITY TESTS FOR EACH SITE. 3. THE CONTRACTOR SHALL REPAIR THE EXISTING ROADSIDE THE CONTRACTOR SHALL REPAIR THE EXISTING ROADSIDE CONTRACTOR SHALL REPAIR THE EXISTING ROADSIDE CONTRACTOR SHALL REPAIR THE EXISTING ROADSIDE SHALL REPAIR THE EXISTING ROADSIDE SHALL REPAIR THE EXISTING ROADSIDE REPAIR THE EXISTING ROADSIDE REPAIR THE EXISTING ROADSIDE THE EXISTING ROADSIDE THE EXISTING ROADSIDE EXISTING ROADSIDE EXISTING ROADSIDE ROADSIDE ROADSIDE DRAINAGE CHANNEL BY REMOVING DEBRI, SILT AND CHANNEL BY REMOVING DEBRI, SILT AND CHANNEL BY REMOVING DEBRI, SILT AND BY REMOVING DEBRI, SILT AND BY REMOVING DEBRI, SILT AND REMOVING DEBRI, SILT AND REMOVING DEBRI, SILT AND DEBRI, SILT AND DEBRI, SILT AND SILT AND SILT AND AND AND SEDIMENTATION. DISPOSE OF DEBRI OFFSITE WSMR; DISPOSE OF DEBRI OFFSITE WSMR; DISPOSE OF DEBRI OFFSITE WSMR; OF DEBRI OFFSITE WSMR; OF DEBRI OFFSITE WSMR; DEBRI OFFSITE WSMR; DEBRI OFFSITE WSMR; OFFSITE WSMR; OFFSITE WSMR; WSMR; WSMR; EXCESS SOIL AND SEDIMENTATION GRAVEL AND ROCK SOIL AND SEDIMENTATION GRAVEL AND ROCK SOIL AND SEDIMENTATION GRAVEL AND ROCK AND SEDIMENTATION GRAVEL AND ROCK AND SEDIMENTATION GRAVEL AND ROCK SEDIMENTATION GRAVEL AND ROCK SEDIMENTATION GRAVEL AND ROCK GRAVEL AND ROCK GRAVEL AND ROCK AND ROCK AND ROCK ROCK ROCK MAY BE DISPOSED OF AT THE BORROW SITE. DO NOT BE DISPOSED OF AT THE BORROW SITE. DO NOT BE DISPOSED OF AT THE BORROW SITE. DO NOT DISPOSED OF AT THE BORROW SITE. DO NOT DISPOSED OF AT THE BORROW SITE. DO NOT OF AT THE BORROW SITE. DO NOT OF AT THE BORROW SITE. DO NOT AT THE BORROW SITE. DO NOT AT THE BORROW SITE. DO NOT THE BORROW SITE. DO NOT THE BORROW SITE. DO NOT BORROW SITE. DO NOT BORROW SITE. DO NOT SITE. DO NOT SITE. DO NOT DO NOT DO NOT NOT NOT DISPOSE OF ANY MATERIALS ON THE ARROYO AND/OR OF ANY MATERIALS ON THE ARROYO AND/OR OF ANY MATERIALS ON THE ARROYO AND/OR ANY MATERIALS ON THE ARROYO AND/OR ANY MATERIALS ON THE ARROYO AND/OR MATERIALS ON THE ARROYO AND/OR MATERIALS ON THE ARROYO AND/OR ON THE ARROYO AND/OR ON THE ARROYO AND/OR THE ARROYO AND/OR THE ARROYO AND/OR ARROYO AND/OR ARROYO AND/OR AND/OR AND/OR DESERT. BACKFILL AND COMPACT RUTS, SOIL CUTS AND BACKFILL AND COMPACT RUTS, SOIL CUTS AND BACKFILL AND COMPACT RUTS, SOIL CUTS AND AND COMPACT RUTS, SOIL CUTS AND AND COMPACT RUTS, SOIL CUTS AND COMPACT RUTS, SOIL CUTS AND COMPACT RUTS, SOIL CUTS AND RUTS, SOIL CUTS AND RUTS, SOIL CUTS AND SOIL CUTS AND SOIL CUTS AND CUTS AND CUTS AND AND AND THE CLEAR ZONE IF ITS UNDERMINED AT THE EDGE OF CLEAR ZONE IF ITS UNDERMINED AT THE EDGE OF CLEAR ZONE IF ITS UNDERMINED AT THE EDGE OF ZONE IF ITS UNDERMINED AT THE EDGE OF ZONE IF ITS UNDERMINED AT THE EDGE OF IF ITS UNDERMINED AT THE EDGE OF IF ITS UNDERMINED AT THE EDGE OF ITS UNDERMINED AT THE EDGE OF ITS UNDERMINED AT THE EDGE OF UNDERMINED AT THE EDGE OF UNDERMINED AT THE EDGE OF AT THE EDGE OF AT THE EDGE OF THE EDGE OF THE EDGE OF EDGE OF EDGE OF OF OF THE ROAD. DO NOT BACKFILL WITH SEDIMENTATION ROAD. DO NOT BACKFILL WITH SEDIMENTATION ROAD. DO NOT BACKFILL WITH SEDIMENTATION DO NOT BACKFILL WITH SEDIMENTATION DO NOT BACKFILL WITH SEDIMENTATION NOT BACKFILL WITH SEDIMENTATION NOT BACKFILL WITH SEDIMENTATION BACKFILL WITH SEDIMENTATION BACKFILL WITH SEDIMENTATION WITH SEDIMENTATION WITH SEDIMENTATION SEDIMENTATION SEDIMENTATION GRAVEL OR ROCK. COMPACTION SHALL BE 98% OR ROCK. COMPACTION SHALL BE 98% OR ROCK. COMPACTION SHALL BE 98% ROCK. COMPACTION SHALL BE 98% ROCK. COMPACTION SHALL BE 98% COMPACTION SHALL BE 98% COMPACTION SHALL BE 98% COMPACTION SHALL BE 98% SHALL BE 98% SHALL BE 98% BE 98% BE 98% 98% 98% DENSITY AS PER ASTM D1557. PROVIDE A SET OF 3 AS PER ASTM D1557. PROVIDE A SET OF 3 AS PER ASTM D1557. PROVIDE A SET OF 3 PER ASTM D1557. PROVIDE A SET OF 3 PER ASTM D1557. PROVIDE A SET OF 3 ASTM D1557. PROVIDE A SET OF 3 ASTM D1557. PROVIDE A SET OF 3 D1557. PROVIDE A SET OF 3 D1557. PROVIDE A SET OF 3 PROVIDE A SET OF 3 PROVIDE A SET OF 3 PROVIDE A SET OF 3 A SET OF 3 A SET OF 3 SET OF 3 SET OF 3 OF 3 OF 3 3 3 DENSITY TEST EVERY 500 LF AT STAGGERED LOCATIONS TEST EVERY 500 LF AT STAGGERED LOCATIONS TEST EVERY 500 LF AT STAGGERED LOCATIONS EVERY 500 LF AT STAGGERED LOCATIONS EVERY 500 LF AT STAGGERED LOCATIONS 500 LF AT STAGGERED LOCATIONS 500 LF AT STAGGERED LOCATIONS LF AT STAGGERED LOCATIONS LF AT STAGGERED LOCATIONS AT STAGGERED LOCATIONS AT STAGGERED LOCATIONS STAGGERED LOCATIONS STAGGERED LOCATIONS LOCATIONS LOCATIONS BETWEEN EMBANKMENT, SLOPES AND CLEAR ZONE. 4. THE CONTRACTOR SHALL REPAIR THE ARROYO THE CONTRACTOR SHALL REPAIR THE ARROYO CONTRACTOR SHALL REPAIR THE ARROYO CONTRACTOR SHALL REPAIR THE ARROYO SHALL REPAIR THE ARROYO SHALL REPAIR THE ARROYO REPAIR THE ARROYO REPAIR THE ARROYO THE ARROYO THE ARROYO ARROYO ARROYO APPROACH TO THE CULVERTS. REMOVE EXCESS SOIL TO THE CULVERTS. REMOVE EXCESS SOIL TO THE CULVERTS. REMOVE EXCESS SOIL THE CULVERTS. REMOVE EXCESS SOIL THE CULVERTS. REMOVE EXCESS SOIL CULVERTS. REMOVE EXCESS SOIL CULVERTS. REMOVE EXCESS SOIL REMOVE EXCESS SOIL REMOVE EXCESS SOIL EXCESS SOIL EXCESS SOIL SOIL SOIL MATERIAL ABOVE NATURAL GRADE, INCLUDING PILES, ABOVE NATURAL GRADE, INCLUDING PILES, ABOVE NATURAL GRADE, INCLUDING PILES, NATURAL GRADE, INCLUDING PILES, NATURAL GRADE, INCLUDING PILES, GRADE, INCLUDING PILES, GRADE, INCLUDING PILES, INCLUDING PILES, INCLUDING PILES, PILES, PILES, SILT AND SEDIMENTATION. THE CONTRACTOR SHALL AND SEDIMENTATION. THE CONTRACTOR SHALL AND SEDIMENTATION. THE CONTRACTOR SHALL SEDIMENTATION. THE CONTRACTOR SHALL SEDIMENTATION. THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL SCREEN THE ROCKS AND BOULDERS > 6" NOMINAL THE ROCKS AND BOULDERS > 6" NOMINAL THE ROCKS AND BOULDERS > 6" NOMINAL ROCKS AND BOULDERS > 6" NOMINAL ROCKS AND BOULDERS > 6" NOMINAL AND BOULDERS > 6" NOMINAL AND BOULDERS > 6" NOMINAL BOULDERS > 6" NOMINAL BOULDERS > 6" NOMINAL > 6" NOMINAL > 6" NOMINAL 6" NOMINAL 6" NOMINAL NOMINAL NOMINAL DIAMETER AND SET THEM ASIDE FOR EROSION CONTROL. AND SET THEM ASIDE FOR EROSION CONTROL. AND SET THEM ASIDE FOR EROSION CONTROL. SET THEM ASIDE FOR EROSION CONTROL. SET THEM ASIDE FOR EROSION CONTROL. THEM ASIDE FOR EROSION CONTROL. THEM ASIDE FOR EROSION CONTROL. ASIDE FOR EROSION CONTROL. ASIDE FOR EROSION CONTROL. FOR EROSION CONTROL. FOR EROSION CONTROL. EROSION CONTROL. EROSION CONTROL. CONTROL. CONTROL. GRADE TO AN UNIFORM SLOPE WITHIN LIMITS OF TO AN UNIFORM SLOPE WITHIN LIMITS OF TO AN UNIFORM SLOPE WITHIN LIMITS OF AN UNIFORM SLOPE WITHIN LIMITS OF AN UNIFORM SLOPE WITHIN LIMITS OF UNIFORM SLOPE WITHIN LIMITS OF UNIFORM SLOPE WITHIN LIMITS OF SLOPE WITHIN LIMITS OF SLOPE WITHIN LIMITS OF WITHIN LIMITS OF WITHIN LIMITS OF LIMITS OF LIMITS OF OF OF CONSTRUCTION TO MATCH TOP ELEVATION OF THE TO MATCH TOP ELEVATION OF THE TO MATCH TOP ELEVATION OF THE MATCH TOP ELEVATION OF THE MATCH TOP ELEVATION OF THE TOP ELEVATION OF THE TOP ELEVATION OF THE ELEVATION OF THE ELEVATION OF THE OF THE OF THE THE THE EXISTING CONCRETE APRON. 5. THE CONTRACTOR SHALL INSTALL DRAINAGE STRUCTURE THE CONTRACTOR SHALL INSTALL DRAINAGE STRUCTURE CONTRACTOR SHALL INSTALL DRAINAGE STRUCTURE CONTRACTOR SHALL INSTALL DRAINAGE STRUCTURE SHALL INSTALL DRAINAGE STRUCTURE SHALL INSTALL DRAINAGE STRUCTURE INSTALL DRAINAGE STRUCTURE INSTALL DRAINAGE STRUCTURE DRAINAGE STRUCTURE DRAINAGE STRUCTURE STRUCTURE STRUCTURE PROTECTION SYSTEM AS PER NEW MEXICO DEPARTMENT SYSTEM AS PER NEW MEXICO DEPARTMENT SYSTEM AS PER NEW MEXICO DEPARTMENT AS PER NEW MEXICO DEPARTMENT AS PER NEW MEXICO DEPARTMENT PER NEW MEXICO DEPARTMENT PER NEW MEXICO DEPARTMENT NEW MEXICO DEPARTMENT NEW MEXICO DEPARTMENT MEXICO DEPARTMENT MEXICO DEPARTMENT DEPARTMENT DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS SERIES 606 TRANSPORTATION STANDARD DRAWINGS SERIES 606 TRANSPORTATION STANDARD DRAWINGS SERIES 606 STANDARD DRAWINGS SERIES 606 STANDARD DRAWINGS SERIES 606 DRAWINGS SERIES 606 DRAWINGS SERIES 606 SERIES 606 SERIES 606 606 606 AND AS PER NMSHBC SECTION 606, 2019, INCLUDING AS PER NMSHBC SECTION 606, 2019, INCLUDING AS PER NMSHBC SECTION 606, 2019, INCLUDING PER NMSHBC SECTION 606, 2019, INCLUDING PER NMSHBC SECTION 606, 2019, INCLUDING NMSHBC SECTION 606, 2019, INCLUDING NMSHBC SECTION 606, 2019, INCLUDING SECTION 606, 2019, INCLUDING SECTION 606, 2019, INCLUDING 606, 2019, INCLUDING 606, 2019, INCLUDING 2019, INCLUDING 2019, INCLUDING INCLUDING INCLUDING HAZARD MARKER AT THE END TERMINAL (TL3). 6. THE CONTRACTOR SHALL REPAIR DRIVEWAY BY THE CONTRACTOR SHALL REPAIR DRIVEWAY BY CONTRACTOR SHALL REPAIR DRIVEWAY BY CONTRACTOR SHALL REPAIR DRIVEWAY BY SHALL REPAIR DRIVEWAY BY SHALL REPAIR DRIVEWAY BY REPAIR DRIVEWAY BY REPAIR DRIVEWAY BY DRIVEWAY BY DRIVEWAY BY BY BY RECOMPACTING THE BACKFILL MATERIAL ADJACENT TO THE BACKFILL MATERIAL ADJACENT TO THE BACKFILL MATERIAL ADJACENT TO BACKFILL MATERIAL ADJACENT TO BACKFILL MATERIAL ADJACENT TO MATERIAL ADJACENT TO MATERIAL ADJACENT TO ADJACENT TO ADJACENT TO TO TO THE EXISTING CMP (3) FROM THE SPRINGLINE TO THE EXISTING CMP (3) FROM THE SPRINGLINE TO THE EXISTING CMP (3) FROM THE SPRINGLINE TO THE CMP (3) FROM THE SPRINGLINE TO THE CMP (3) FROM THE SPRINGLINE TO THE (3) FROM THE SPRINGLINE TO THE (3) FROM THE SPRINGLINE TO THE FROM THE SPRINGLINE TO THE FROM THE SPRINGLINE TO THE THE SPRINGLINE TO THE THE SPRINGLINE TO THE SPRINGLINE TO THE SPRINGLINE TO THE TO THE TO THE THE THE BASE COURSE IN 6" THICK LAYERS TO 98% DENSITY AS COURSE IN 6" THICK LAYERS TO 98% DENSITY AS COURSE IN 6" THICK LAYERS TO 98% DENSITY AS IN 6" THICK LAYERS TO 98% DENSITY AS IN 6" THICK LAYERS TO 98% DENSITY AS 6" THICK LAYERS TO 98% DENSITY AS 6" THICK LAYERS TO 98% DENSITY AS THICK LAYERS TO 98% DENSITY AS THICK LAYERS TO 98% DENSITY AS LAYERS TO 98% DENSITY AS LAYERS TO 98% DENSITY AS TO 98% DENSITY AS TO 98% DENSITY AS 98% DENSITY AS 98% DENSITY AS DENSITY AS DENSITY AS AS AS PER ASTM D1557. PLACE A MIN. 4” OF NEW GRADED ASTM D1557. PLACE A MIN. 4” OF NEW GRADED ASTM D1557. PLACE A MIN. 4” OF NEW GRADED D1557. PLACE A MIN. 4” OF NEW GRADED D1557. PLACE A MIN. 4” OF NEW GRADED PLACE A MIN. 4” OF NEW GRADED PLACE A MIN. 4” OF NEW GRADED PLACE A MIN. 4” OF NEW GRADED A MIN. 4” OF NEW GRADED A MIN. 4” OF NEW GRADED MIN. 4” OF NEW GRADED MIN. 4” OF NEW GRADED 4” OF NEW GRADED 4” OF NEW GRADED OF NEW GRADED NEW GRADED NEW GRADED GRADED GRADED CRUSHED AGGREGATE BASE COURSE AS PER SECTION AGGREGATE BASE COURSE AS PER SECTION AGGREGATE BASE COURSE AS PER SECTION BASE COURSE AS PER SECTION BASE COURSE AS PER SECTION COURSE AS PER SECTION COURSE AS PER SECTION AS PER SECTION AS PER SECTION PER SECTION PER SECTION SECTION SECTION 303 OF THE NMSHTD, COMPACTED TO 96%. APPLY OF THE NMSHTD, COMPACTED TO 96%. APPLY OF THE NMSHTD, COMPACTED TO 96%. APPLY THE NMSHTD, COMPACTED TO 96%. APPLY THE NMSHTD, COMPACTED TO 96%. APPLY NMSHTD, COMPACTED TO 96%. APPLY NMSHTD, COMPACTED TO 96%. APPLY COMPACTED TO 96%. APPLY COMPACTED TO 96%. APPLY TO 96%. APPLY TO 96%. APPLY 96%. APPLY 96%. APPLY APPLY APPLY APPLY PRIME AND TACK COAT AS PER SECTION 407 AND 408 AND TACK COAT AS PER SECTION 407 AND 408 AND TACK COAT AS PER SECTION 407 AND 408 TACK COAT AS PER SECTION 407 AND 408 TACK COAT AS PER SECTION 407 AND 408 COAT AS PER SECTION 407 AND 408 COAT AS PER SECTION 407 AND 408 AS PER SECTION 407 AND 408 AS PER SECTION 407 AND 408 PER SECTION 407 AND 408 PER SECTION 407 AND 408 SECTION 407 AND 408 SECTION 407 AND 408 407 AND 408 407 AND 408 AND 408 AND 408 408 408 (NMSHTD), RESP. APPLY 1.5" THICK ASPHALT MIX WITH RESP. APPLY 1.5" THICK ASPHALT MIX WITH RESP. APPLY 1.5" THICK ASPHALT MIX WITH APPLY 1.5" THICK ASPHALT MIX WITH APPLY 1.5" THICK ASPHALT MIX WITH APPLY 1.5" THICK ASPHALT MIX WITH 1.5" THICK ASPHALT MIX WITH 1.5" THICK ASPHALT MIX WITH THICK ASPHALT MIX WITH THICK ASPHALT MIX WITH ASPHALT MIX WITH ASPHALT MIX WITH MIX WITH MIX WITH WITH WITH AN AGGREGATE GRADING CLASS B AS PER SECTION 421; AGGREGATE GRADING CLASS B AS PER SECTION 421; AGGREGATE GRADING CLASS B AS PER SECTION 421; GRADING CLASS B AS PER SECTION 421; GRADING CLASS B AS PER SECTION 421; CLASS B AS PER SECTION 421; CLASS B AS PER SECTION 421; B AS PER SECTION 421; B AS PER SECTION 421; AS PER SECTION 421; AS PER SECTION 421; PER SECTION 421; PER SECTION 421; SECTION 421; SECTION 421; 421; 421; PERFORMANCE GRADE SHALL BE PG 64-22. SUBMIT TO GRADE SHALL BE PG 64-22. SUBMIT TO GRADE SHALL BE PG 64-22. SUBMIT TO SHALL BE PG 64-22. SUBMIT TO SHALL BE PG 64-22. SUBMIT TO BE PG 64-22. SUBMIT TO BE PG 64-22. SUBMIT TO PG 64-22. SUBMIT TO PG 64-22. SUBMIT TO 64-22. SUBMIT TO 64-22. SUBMIT TO SUBMIT TO SUBMIT TO SUBMIT TO TO TO COR DENSITY TESTS PRIOR TO HMAC PLACEMENT. 7. THE CONTRACTOR SHALL BACKFILL AND COMPACT TO THE CONTRACTOR SHALL BACKFILL AND COMPACT TO CONTRACTOR SHALL BACKFILL AND COMPACT TO CONTRACTOR SHALL BACKFILL AND COMPACT TO SHALL BACKFILL AND COMPACT TO SHALL BACKFILL AND COMPACT TO BACKFILL AND COMPACT TO BACKFILL AND COMPACT TO AND COMPACT TO AND COMPACT TO COMPACT TO COMPACT TO TO TO 98% DENSITY AS PER ASTM D1557 SCOURED AREAS TO DENSITY AS PER ASTM D1557 SCOURED AREAS TO DENSITY AS PER ASTM D1557 SCOURED AREAS TO AS PER ASTM D1557 SCOURED AREAS TO AS PER ASTM D1557 SCOURED AREAS TO PER ASTM D1557 SCOURED AREAS TO PER ASTM D1557 SCOURED AREAS TO ASTM D1557 SCOURED AREAS TO ASTM D1557 SCOURED AREAS TO D1557 SCOURED AREAS TO D1557 SCOURED AREAS TO SCOURED AREAS TO SCOURED AREAS TO AREAS TO AREAS TO TO TO RE-ESTABLISH THE NATURAL STREAMBED ELEVATIONS THE NATURAL STREAMBED ELEVATIONS THE NATURAL STREAMBED ELEVATIONS NATURAL STREAMBED ELEVATIONS NATURAL STREAMBED ELEVATIONS STREAMBED ELEVATIONS STREAMBED ELEVATIONS ELEVATIONS ELEVATIONS AND MATCH EXISTING CONCRETE APRON. PROVIDE A MATCH EXISTING CONCRETE APRON. PROVIDE A MATCH EXISTING CONCRETE APRON. PROVIDE A EXISTING CONCRETE APRON. PROVIDE A EXISTING CONCRETE APRON. PROVIDE A CONCRETE APRON. PROVIDE A CONCRETE APRON. PROVIDE A APRON. PROVIDE A APRON. PROVIDE A PROVIDE A PROVIDE A PROVIDE A A A MIN. OF 3 DENSITY TESTS FOR EACH SITE.
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GENERAL CONSTRUCTION NOTES
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KEYED NOTES
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24 JUNE 2019
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AR
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STA. 0+00 TO STA. 22+00
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AR
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JF
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LUCIANO RIGALES, P.E.
RAFAEL ACOSTA
RR7
FL=3918.78
FL=3917.84
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
RR7
FL=3919.847
FL=3925.55
FL=3925.00
FL=3918.76
LIMITS OF CONSTRUCTION
BID SET
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PROTECT EXISTING VEGETATION
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FOR EROSION CONTROL
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WS-08510-2019-C-SP2
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ROAD TO FOB RR7/MM29
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SITE PLAN
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WHITE SANDS MISSILE RANGE, NEW MEXICO
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ENGINEERING DIVISION
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DIRECTORATE OF PUBLIC WORKS
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DRAWING NUMBER
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REVISIONS
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DESCRIPTION
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SHEET
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CHIEF DESIGN BRANCH
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CHIEF, ENGINEERING DIVISION
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APPROVED
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DATE
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SCALE
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CHECKED
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PROJECT MANAGER
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RECOMMENDED
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SUBMITTED
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DESIGNED BY
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DRAWN
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NUMBER
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DATE
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OF
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PLATE
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APPROVED
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BY
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DRAINAGE REPAIRS TO ACCESS
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1. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A CONTRACTOR SHALL OBTAIN THE SERVICES OF A CONTRACTOR SHALL OBTAIN THE SERVICES OF A SHALL OBTAIN THE SERVICES OF A SHALL OBTAIN THE SERVICES OF A OBTAIN THE SERVICES OF A OBTAIN THE SERVICES OF A THE SERVICES OF A THE SERVICES OF A SERVICES OF A SERVICES OF A OF A OF A A A THIRD PARTY GEOTECHNICAL TESTING LABORATORY TO PARTY GEOTECHNICAL TESTING LABORATORY TO PARTY GEOTECHNICAL TESTING LABORATORY TO GEOTECHNICAL TESTING LABORATORY TO GEOTECHNICAL TESTING LABORATORY TO TESTING LABORATORY TO TESTING LABORATORY TO LABORATORY TO LABORATORY TO TO TO VERIFY THE EXISTING AND PROPOSED SOIL MATERIAL AND THE EXISTING AND PROPOSED SOIL MATERIAL AND THE EXISTING AND PROPOSED SOIL MATERIAL AND EXISTING AND PROPOSED SOIL MATERIAL AND EXISTING AND PROPOSED SOIL MATERIAL AND AND PROPOSED SOIL MATERIAL AND AND PROPOSED SOIL MATERIAL AND PROPOSED SOIL MATERIAL AND PROPOSED SOIL MATERIAL AND SOIL MATERIAL AND SOIL MATERIAL AND MATERIAL AND MATERIAL AND AND AND COMPLY WITH TEST AND INSPECTION OF WORK. 2. ALL FILL MATERIALS (NATURAL AND ENGINEERED) SHALL ALL FILL MATERIALS (NATURAL AND ENGINEERED) SHALL FILL MATERIALS (NATURAL AND ENGINEERED) SHALL FILL MATERIALS (NATURAL AND ENGINEERED) SHALL MATERIALS (NATURAL AND ENGINEERED) SHALL MATERIALS (NATURAL AND ENGINEERED) SHALL (NATURAL AND ENGINEERED) SHALL (NATURAL AND ENGINEERED) SHALL AND ENGINEERED) SHALL AND ENGINEERED) SHALL ENGINEERED) SHALL ENGINEERED) SHALL SHALL SHALL BE COMPACTED IN LIFTS NOT TO EXCEED 8", COMPACT COMPACTED IN LIFTS NOT TO EXCEED 8", COMPACT COMPACTED IN LIFTS NOT TO EXCEED 8", COMPACT IN LIFTS NOT TO EXCEED 8", COMPACT IN LIFTS NOT TO EXCEED 8", COMPACT LIFTS NOT TO EXCEED 8", COMPACT LIFTS NOT TO EXCEED 8", COMPACT NOT TO EXCEED 8", COMPACT NOT TO EXCEED 8", COMPACT TO EXCEED 8", COMPACT TO EXCEED 8", COMPACT EXCEED 8", COMPACT EXCEED 8", COMPACT 8", COMPACT 8", COMPACT COMPACT COMPACT FILL TO A MINIMUM OF 98% DENSITY AT OPTIMUM TO A MINIMUM OF 98% DENSITY AT OPTIMUM TO A MINIMUM OF 98% DENSITY AT OPTIMUM A MINIMUM OF 98% DENSITY AT OPTIMUM A MINIMUM OF 98% DENSITY AT OPTIMUM MINIMUM OF 98% DENSITY AT OPTIMUM MINIMUM OF 98% DENSITY AT OPTIMUM OF 98% DENSITY AT OPTIMUM OF 98% DENSITY AT OPTIMUM 98% DENSITY AT OPTIMUM 98% DENSITY AT OPTIMUM DENSITY AT OPTIMUM DENSITY AT OPTIMUM AT OPTIMUM AT OPTIMUM OPTIMUM OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE SPECIFIED.
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GENERAL CONSTRUCTION NOTES
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24 JUNE 2019
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AR
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1. THE CONTRACTOR SHALL SURVEY 100 FT BEYOND THE THE CONTRACTOR SHALL SURVEY 100 FT BEYOND THE CONTRACTOR SHALL SURVEY 100 FT BEYOND THE CONTRACTOR SHALL SURVEY 100 FT BEYOND THE SHALL SURVEY 100 FT BEYOND THE SHALL SURVEY 100 FT BEYOND THE SURVEY 100 FT BEYOND THE SURVEY 100 FT BEYOND THE 100 FT BEYOND THE 100 FT BEYOND THE FT BEYOND THE FT BEYOND THE BEYOND THE BEYOND THE THE THE LIMITS OF CONSTRUCTION SHOWN TO VERIFY EXISTING OF CONSTRUCTION SHOWN TO VERIFY EXISTING OF CONSTRUCTION SHOWN TO VERIFY EXISTING CONSTRUCTION SHOWN TO VERIFY EXISTING CONSTRUCTION SHOWN TO VERIFY EXISTING SHOWN TO VERIFY EXISTING SHOWN TO VERIFY EXISTING TO VERIFY EXISTING TO VERIFY EXISTING VERIFY EXISTING VERIFY EXISTING EXISTING EXISTING GRADES, ELEVATIONS, DIMENSIONS AND SITE CONDITIONS ELEVATIONS, DIMENSIONS AND SITE CONDITIONS ELEVATIONS, DIMENSIONS AND SITE CONDITIONS DIMENSIONS AND SITE CONDITIONS DIMENSIONS AND SITE CONDITIONS AND SITE CONDITIONS AND SITE CONDITIONS SITE CONDITIONS SITE CONDITIONS CONDITIONS CONDITIONS PRIOR TO CONSTRUCTION ACTIVITIES; MAINTAIN TO CONSTRUCTION ACTIVITIES; MAINTAIN TO CONSTRUCTION ACTIVITIES; MAINTAIN CONSTRUCTION ACTIVITIES; MAINTAIN CONSTRUCTION ACTIVITIES; MAINTAIN ACTIVITIES; MAINTAIN ACTIVITIES; MAINTAIN MAINTAIN MAINTAIN CONSTRUCTION QUALITY CONTROL AND PROVIDE RECORD QUALITY CONTROL AND PROVIDE RECORD QUALITY CONTROL AND PROVIDE RECORD CONTROL AND PROVIDE RECORD CONTROL AND PROVIDE RECORD AND PROVIDE RECORD AND PROVIDE RECORD PROVIDE RECORD PROVIDE RECORD RECORD RECORD DRAWINGS. THE TOPOGRAPHIC AND IMPROVEMENT THE TOPOGRAPHIC AND IMPROVEMENT THE TOPOGRAPHIC AND IMPROVEMENT THE TOPOGRAPHIC AND IMPROVEMENT TOPOGRAPHIC AND IMPROVEMENT TOPOGRAPHIC AND IMPROVEMENT AND IMPROVEMENT AND IMPROVEMENT IMPROVEMENT IMPROVEMENT SURVEY SHALL BE PERFORMED BY A REGISTERED SHALL BE PERFORMED BY A REGISTERED SHALL BE PERFORMED BY A REGISTERED BE PERFORMED BY A REGISTERED BE PERFORMED BY A REGISTERED PERFORMED BY A REGISTERED PERFORMED BY A REGISTERED BY A REGISTERED BY A REGISTERED A REGISTERED A REGISTERED REGISTERED REGISTERED LICENSED SURVEY FIRM IN NEW MEXICO AND COMPLY SURVEY FIRM IN NEW MEXICO AND COMPLY SURVEY FIRM IN NEW MEXICO AND COMPLY FIRM IN NEW MEXICO AND COMPLY FIRM IN NEW MEXICO AND COMPLY IN NEW MEXICO AND COMPLY IN NEW MEXICO AND COMPLY NEW MEXICO AND COMPLY NEW MEXICO AND COMPLY MEXICO AND COMPLY MEXICO AND COMPLY AND COMPLY AND COMPLY COMPLY COMPLY WITH THE CONTRACT SPECIFICATION SECTION 02 21 00. 2. THE CONTRACTOR SHALL REMOVE SILT, DEBRI AND THE CONTRACTOR SHALL REMOVE SILT, DEBRI AND CONTRACTOR SHALL REMOVE SILT, DEBRI AND CONTRACTOR SHALL REMOVE SILT, DEBRI AND SHALL REMOVE SILT, DEBRI AND SHALL REMOVE SILT, DEBRI AND REMOVE SILT, DEBRI AND REMOVE SILT, DEBRI AND SILT, DEBRI AND SILT, DEBRI AND DEBRI AND DEBRI AND AND AND SEDIMENTATION FROM INSIDE THE CULVERT(S). FROM INSIDE THE CULVERT(S). FROM INSIDE THE CULVERT(S). INSIDE THE CULVERT(S). INSIDE THE CULVERT(S). THE CULVERT(S). THE CULVERT(S). CULVERT(S). CULVERT(S). BACKFILL SCOURED AREAS, RUTS AND SOIL CUTS ON SCOURED AREAS, RUTS AND SOIL CUTS ON SCOURED AREAS, RUTS AND SOIL CUTS ON AREAS, RUTS AND SOIL CUTS ON AREAS, RUTS AND SOIL CUTS ON RUTS AND SOIL CUTS ON RUTS AND SOIL CUTS ON AND SOIL CUTS ON AND SOIL CUTS ON SOIL CUTS ON SOIL CUTS ON CUTS ON CUTS ON ON ON TOP AND SIDE SLOPES FEET AROUND THE CULVERT AND AND SIDE SLOPES FEET AROUND THE CULVERT AND AND SIDE SLOPES FEET AROUND THE CULVERT AND SIDE SLOPES FEET AROUND THE CULVERT AND SIDE SLOPES FEET AROUND THE CULVERT AND SLOPES FEET AROUND THE CULVERT AND SLOPES FEET AROUND THE CULVERT AND FEET AROUND THE CULVERT AND FEET AROUND THE CULVERT AND AROUND THE CULVERT AND AROUND THE CULVERT AND THE CULVERT AND THE CULVERT AND CULVERT AND CULVERT AND AND AND COMPACT TO 98% DENSITY AS PER ASTM D1557. TO 98% DENSITY AS PER ASTM D1557. TO 98% DENSITY AS PER ASTM D1557. 98% DENSITY AS PER ASTM D1557. 98% DENSITY AS PER ASTM D1557. DENSITY AS PER ASTM D1557. DENSITY AS PER ASTM D1557. AS PER ASTM D1557. AS PER ASTM D1557. PER ASTM D1557. PER ASTM D1557. ASTM D1557. ASTM D1557. D1557. D1557. PROVIDE A MIN. 3 DENSITY TESTS FOR EACH SITE. 3. THE CONTRACTOR SHALL REPAIR THE EXISTING ROADSIDE THE CONTRACTOR SHALL REPAIR THE EXISTING ROADSIDE CONTRACTOR SHALL REPAIR THE EXISTING ROADSIDE CONTRACTOR SHALL REPAIR THE EXISTING ROADSIDE SHALL REPAIR THE EXISTING ROADSIDE SHALL REPAIR THE EXISTING ROADSIDE REPAIR THE EXISTING ROADSIDE REPAIR THE EXISTING ROADSIDE THE EXISTING ROADSIDE THE EXISTING ROADSIDE EXISTING ROADSIDE EXISTING ROADSIDE ROADSIDE ROADSIDE CHANNEL BY REMOVING DEBRI, SILT AND SEDIMENTATION. BY REMOVING DEBRI, SILT AND SEDIMENTATION. BY REMOVING DEBRI, SILT AND SEDIMENTATION. REMOVING DEBRI, SILT AND SEDIMENTATION. REMOVING DEBRI, SILT AND SEDIMENTATION. DEBRI, SILT AND SEDIMENTATION. DEBRI, SILT AND SEDIMENTATION. SILT AND SEDIMENTATION. SILT AND SEDIMENTATION. AND SEDIMENTATION. AND SEDIMENTATION. SEDIMENTATION. SEDIMENTATION. DISPOSE OF DEBRI OFFSITE WSMR; EXCESS SOIL AND OF DEBRI OFFSITE WSMR; EXCESS SOIL AND OF DEBRI OFFSITE WSMR; EXCESS SOIL AND DEBRI OFFSITE WSMR; EXCESS SOIL AND DEBRI OFFSITE WSMR; EXCESS SOIL AND OFFSITE WSMR; EXCESS SOIL AND OFFSITE WSMR; EXCESS SOIL AND WSMR; EXCESS SOIL AND WSMR; EXCESS SOIL AND EXCESS SOIL AND EXCESS SOIL AND SOIL AND SOIL AND AND AND SEDIMENTATION GRAVEL AND ROCK MAY BE DISPOSED GRAVEL AND ROCK MAY BE DISPOSED GRAVEL AND ROCK MAY BE DISPOSED AND ROCK MAY BE DISPOSED AND ROCK MAY BE DISPOSED ROCK MAY BE DISPOSED ROCK MAY BE DISPOSED MAY BE DISPOSED MAY BE DISPOSED BE DISPOSED BE DISPOSED DISPOSED DISPOSED OF AT THE BORROW SITE. DO NOT DISPOSE OF ANY AT THE BORROW SITE. DO NOT DISPOSE OF ANY AT THE BORROW SITE. DO NOT DISPOSE OF ANY THE BORROW SITE. DO NOT DISPOSE OF ANY THE BORROW SITE. DO NOT DISPOSE OF ANY BORROW SITE. DO NOT DISPOSE OF ANY BORROW SITE. DO NOT DISPOSE OF ANY SITE. DO NOT DISPOSE OF ANY SITE. DO NOT DISPOSE OF ANY DO NOT DISPOSE OF ANY DO NOT DISPOSE OF ANY DO NOT DISPOSE OF ANY NOT DISPOSE OF ANY NOT DISPOSE OF ANY DISPOSE OF ANY DISPOSE OF ANY OF ANY OF ANY ANY ANY MATERIALS ON THE ARROYO OR DESERT. BACKFILL AND ON THE ARROYO OR DESERT. BACKFILL AND ON THE ARROYO OR DESERT. BACKFILL AND THE ARROYO OR DESERT. BACKFILL AND THE ARROYO OR DESERT. BACKFILL AND ARROYO OR DESERT. BACKFILL AND ARROYO OR DESERT. BACKFILL AND OR DESERT. BACKFILL AND OR DESERT. BACKFILL AND DESERT. BACKFILL AND DESERT. BACKFILL AND BACKFILL AND BACKFILL AND BACKFILL AND AND AND COMPACT RUTS, SOIL CUTS AND THE CLEAR ZONE IF ITS RUTS, SOIL CUTS AND THE CLEAR ZONE IF ITS RUTS, SOIL CUTS AND THE CLEAR ZONE IF ITS SOIL CUTS AND THE CLEAR ZONE IF ITS SOIL CUTS AND THE CLEAR ZONE IF ITS CUTS AND THE CLEAR ZONE IF ITS CUTS AND THE CLEAR ZONE IF ITS AND THE CLEAR ZONE IF ITS AND THE CLEAR ZONE IF ITS THE CLEAR ZONE IF ITS THE CLEAR ZONE IF ITS CLEAR ZONE IF ITS CLEAR ZONE IF ITS ZONE IF ITS ZONE IF ITS IF ITS IF ITS ITS ITS UNDERMINED AT THE EDGE OF THE ROAD. DO NOT AT THE EDGE OF THE ROAD. DO NOT AT THE EDGE OF THE ROAD. DO NOT THE EDGE OF THE ROAD. DO NOT THE EDGE OF THE ROAD. DO NOT EDGE OF THE ROAD. DO NOT EDGE OF THE ROAD. DO NOT OF THE ROAD. DO NOT OF THE ROAD. DO NOT THE ROAD. DO NOT THE ROAD. DO NOT ROAD. DO NOT ROAD. DO NOT DO NOT DO NOT DO NOT NOT NOT BACKFILL WITH SEDIMENTATION GRAVEL OR ROCK. WITH SEDIMENTATION GRAVEL OR ROCK. WITH SEDIMENTATION GRAVEL OR ROCK. SEDIMENTATION GRAVEL OR ROCK. SEDIMENTATION GRAVEL OR ROCK. GRAVEL OR ROCK. GRAVEL OR ROCK. OR ROCK. OR ROCK. ROCK. ROCK. COMPACTION SHALL BE 98% DENSITY AS PER ASTM SHALL BE 98% DENSITY AS PER ASTM SHALL BE 98% DENSITY AS PER ASTM BE 98% DENSITY AS PER ASTM BE 98% DENSITY AS PER ASTM 98% DENSITY AS PER ASTM 98% DENSITY AS PER ASTM DENSITY AS PER ASTM DENSITY AS PER ASTM AS PER ASTM AS PER ASTM PER ASTM PER ASTM ASTM ASTM D1557. TEST EVERY 500 LF STAGGERED LOCATIONS TEST EVERY 500 LF STAGGERED LOCATIONS TEST EVERY 500 LF STAGGERED LOCATIONS EVERY 500 LF STAGGERED LOCATIONS EVERY 500 LF STAGGERED LOCATIONS 500 LF STAGGERED LOCATIONS 500 LF STAGGERED LOCATIONS LF STAGGERED LOCATIONS LF STAGGERED LOCATIONS STAGGERED LOCATIONS STAGGERED LOCATIONS LOCATIONS LOCATIONS BETWEEN EMBANKMENT, SLOPES AND CLEAR ZONE. 4. THE CONTRACTOR SHALL REPAIR THE ARROYO THE CONTRACTOR SHALL REPAIR THE ARROYO CONTRACTOR SHALL REPAIR THE ARROYO CONTRACTOR SHALL REPAIR THE ARROYO SHALL REPAIR THE ARROYO SHALL REPAIR THE ARROYO REPAIR THE ARROYO REPAIR THE ARROYO THE ARROYO THE ARROYO ARROYO ARROYO APPROACH TO THE CULVERTS. REMOVE EXCESS SOIL TO THE CULVERTS. REMOVE EXCESS SOIL TO THE CULVERTS. REMOVE EXCESS SOIL THE CULVERTS. REMOVE EXCESS SOIL THE CULVERTS. REMOVE EXCESS SOIL CULVERTS. REMOVE EXCESS SOIL CULVERTS. REMOVE EXCESS SOIL REMOVE EXCESS SOIL REMOVE EXCESS SOIL EXCESS SOIL EXCESS SOIL SOIL SOIL MATERIAL ABOVE NATURAL GRADE, INCLUDING PILES, ABOVE NATURAL GRADE, INCLUDING PILES, ABOVE NATURAL GRADE, INCLUDING PILES, NATURAL GRADE, INCLUDING PILES, NATURAL GRADE, INCLUDING PILES, GRADE, INCLUDING PILES, GRADE, INCLUDING PILES, INCLUDING PILES, INCLUDING PILES, PILES, PILES, SILT AND SEDIMENTATION. THE CONTRACTOR SHALL AND SEDIMENTATION. THE CONTRACTOR SHALL AND SEDIMENTATION. THE CONTRACTOR SHALL SEDIMENTATION. THE CONTRACTOR SHALL SEDIMENTATION. THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL SCREEN THE ROCKS AND BOULDERS > 6" NOMINAL THE ROCKS AND BOULDERS > 6" NOMINAL THE ROCKS AND BOULDERS > 6" NOMINAL ROCKS AND BOULDERS > 6" NOMINAL ROCKS AND BOULDERS > 6" NOMINAL AND BOULDERS > 6" NOMINAL AND BOULDERS > 6" NOMINAL BOULDERS > 6" NOMINAL BOULDERS > 6" NOMINAL > 6" NOMINAL > 6" NOMINAL 6" NOMINAL 6" NOMINAL NOMINAL NOMINAL DIAMETER AND SET THEM ASIDE FOR EROSION CONTROL. AND SET THEM ASIDE FOR EROSION CONTROL. AND SET THEM ASIDE FOR EROSION CONTROL. SET THEM ASIDE FOR EROSION CONTROL. SET THEM ASIDE FOR EROSION CONTROL. THEM ASIDE FOR EROSION CONTROL. THEM ASIDE FOR EROSION CONTROL. ASIDE FOR EROSION CONTROL. ASIDE FOR EROSION CONTROL. FOR EROSION CONTROL. FOR EROSION CONTROL. EROSION CONTROL. EROSION CONTROL. CONTROL. CONTROL. GRADE TO AN UNIFORM SLOPE WITHIN LIMITS OF TO AN UNIFORM SLOPE WITHIN LIMITS OF TO AN UNIFORM SLOPE WITHIN LIMITS OF AN UNIFORM SLOPE WITHIN LIMITS OF AN UNIFORM SLOPE WITHIN LIMITS OF UNIFORM SLOPE WITHIN LIMITS OF UNIFORM SLOPE WITHIN LIMITS OF SLOPE WITHIN LIMITS OF SLOPE WITHIN LIMITS OF WITHIN LIMITS OF WITHIN LIMITS OF LIMITS OF LIMITS OF OF OF CONSTRUCTION AND TO MATCH TOP ELEVATION OF THE AND TO MATCH TOP ELEVATION OF THE AND TO MATCH TOP ELEVATION OF THE TO MATCH TOP ELEVATION OF THE TO MATCH TOP ELEVATION OF THE MATCH TOP ELEVATION OF THE MATCH TOP ELEVATION OF THE TOP ELEVATION OF THE TOP ELEVATION OF THE ELEVATION OF THE ELEVATION OF THE OF THE OF THE THE THE EXISTING CONCRETE APRON. 5. THE CONTRACTOR SHALL INSTALL DRAINAGE STRUCTURE THE CONTRACTOR SHALL INSTALL DRAINAGE STRUCTURE CONTRACTOR SHALL INSTALL DRAINAGE STRUCTURE CONTRACTOR SHALL INSTALL DRAINAGE STRUCTURE SHALL INSTALL DRAINAGE STRUCTURE SHALL INSTALL DRAINAGE STRUCTURE INSTALL DRAINAGE STRUCTURE INSTALL DRAINAGE STRUCTURE DRAINAGE STRUCTURE DRAINAGE STRUCTURE STRUCTURE STRUCTURE PROTECTION SYSTEM AS PER NEW MEXICO DEPARTMENT SYSTEM AS PER NEW MEXICO DEPARTMENT SYSTEM AS PER NEW MEXICO DEPARTMENT AS PER NEW MEXICO DEPARTMENT AS PER NEW MEXICO DEPARTMENT PER NEW MEXICO DEPARTMENT PER NEW MEXICO DEPARTMENT NEW MEXICO DEPARTMENT NEW MEXICO DEPARTMENT MEXICO DEPARTMENT MEXICO DEPARTMENT DEPARTMENT DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS SERIES 606 TRANSPORTATION STANDARD DRAWINGS SERIES 606 TRANSPORTATION STANDARD DRAWINGS SERIES 606 STANDARD DRAWINGS SERIES 606 STANDARD DRAWINGS SERIES 606 DRAWINGS SERIES 606 DRAWINGS SERIES 606 SERIES 606 SERIES 606 606 606 AND AS PER NMSHBC SECTION 606, 2019, INCLUDING AS PER NMSHBC SECTION 606, 2019, INCLUDING AS PER NMSHBC SECTION 606, 2019, INCLUDING PER NMSHBC SECTION 606, 2019, INCLUDING PER NMSHBC SECTION 606, 2019, INCLUDING NMSHBC SECTION 606, 2019, INCLUDING NMSHBC SECTION 606, 2019, INCLUDING SECTION 606, 2019, INCLUDING SECTION 606, 2019, INCLUDING 606, 2019, INCLUDING 606, 2019, INCLUDING 2019, INCLUDING 2019, INCLUDING INCLUDING INCLUDING HAZARD MARKER AT THE END TERMINAL (TL3). 6. THE CONTRACTOR SHALL REPAIR DRIVEWAY BY THE CONTRACTOR SHALL REPAIR DRIVEWAY BY CONTRACTOR SHALL REPAIR DRIVEWAY BY CONTRACTOR SHALL REPAIR DRIVEWAY BY SHALL REPAIR DRIVEWAY BY SHALL REPAIR DRIVEWAY BY REPAIR DRIVEWAY BY REPAIR DRIVEWAY BY DRIVEWAY BY DRIVEWAY BY BY BY REINSTALLING THE EXISTING CMP, INCLUDING BACKFILL THE EXISTING CMP, INCLUDING BACKFILL THE EXISTING CMP, INCLUDING BACKFILL EXISTING CMP, INCLUDING BACKFILL EXISTING CMP, INCLUDING BACKFILL CMP, INCLUDING BACKFILL CMP, INCLUDING BACKFILL INCLUDING BACKFILL INCLUDING BACKFILL BACKFILL BACKFILL AND 98% COMPACTION FROM ITS BEDDING TO THE BASE 98% COMPACTION FROM ITS BEDDING TO THE BASE 98% COMPACTION FROM ITS BEDDING TO THE BASE COMPACTION FROM ITS BEDDING TO THE BASE COMPACTION FROM ITS BEDDING TO THE BASE FROM ITS BEDDING TO THE BASE FROM ITS BEDDING TO THE BASE ITS BEDDING TO THE BASE ITS BEDDING TO THE BASE BEDDING TO THE BASE BEDDING TO THE BASE TO THE BASE TO THE BASE THE BASE THE BASE BASE BASE COURSE. PLACE A MIN. 4” OF NEW GRADED CRUSHED PLACE A MIN. 4” OF NEW GRADED CRUSHED PLACE A MIN. 4” OF NEW GRADED CRUSHED PLACE A MIN. 4” OF NEW GRADED CRUSHED A MIN. 4” OF NEW GRADED CRUSHED A MIN. 4” OF NEW GRADED CRUSHED MIN. 4” OF NEW GRADED CRUSHED MIN. 4” OF NEW GRADED CRUSHED 4” OF NEW GRADED CRUSHED 4” OF NEW GRADED CRUSHED OF NEW GRADED CRUSHED NEW GRADED CRUSHED NEW GRADED CRUSHED GRADED CRUSHED GRADED CRUSHED CRUSHED CRUSHED AGGREGATE BASE COURSE AS PER SECTION 303 OF THE BASE COURSE AS PER SECTION 303 OF THE BASE COURSE AS PER SECTION 303 OF THE COURSE AS PER SECTION 303 OF THE COURSE AS PER SECTION 303 OF THE AS PER SECTION 303 OF THE AS PER SECTION 303 OF THE PER SECTION 303 OF THE PER SECTION 303 OF THE SECTION 303 OF THE SECTION 303 OF THE 303 OF THE 303 OF THE OF THE OF THE THE THE NMSHTD, COMPACTED TO 96%. APPLY PRIME AND TACK COMPACTED TO 96%. APPLY PRIME AND TACK COMPACTED TO 96%. APPLY PRIME AND TACK TO 96%. APPLY PRIME AND TACK TO 96%.
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