2-2998-Final Plans 04.30.26.pdf

PDF 34 MB Posted May 6, 2026

Attached to: Arnot Road Paving Improvements & Hotmix Overlay
Solicitation number: RFP #1283-26
Issued by: Upton County, Texas

About this file

Written by GovTribe AI · May 12, 2026

This document consists of final construction plans prepared by Hi-Plains Civil Engineers for Potter County, Texas, detailing improvements to Arnot Road from Interstate 40 East Frontage Road approximately 2,350 feet south. The project involves pavement overlay and hot-mix asphalt work on Arnot Road in Amarillo, Texas. The plans include 16 sheets covering site demolition, dimensional control, paving and joint layout for stations 0+00 to 23+50, overall grading, pavement details, pavement marking layout, storm water pollution prevention measures, erosion control layouts, and traffic control phasing. The base bid encompasses concrete pavement construction and overlay work from station 0+35 to station 11+43, while Alternate Bid No. 1 provides for asphalt overlay pavement repair from station 11+50 to project end at station 23+50. The plans specify dimensional control coordinates at 46 reference points, expansion and control joint details at 60-foot and 12-foot intervals respectively, and detailed cross-sections for 24-foot and 30-foot curb and gutter configurations.

The project specifications require the contractor to manage all demolition, removal, and disposal of existing structures and utilities, including asphalt milling and base separation. Construction staging involves two traffic phasing plans, with Phase I closing Arnot Road and routing traffic through Love's Travel Stop parking lot, and Phase II reopening the northern portion with single-lane restrictions. Contractors must comply with Texas Commission on Environmental Quality (TCEQ) erosion and sediment control requirements, including installation of silt fences, stabilized construction exits, and temporary seeding. The plans incorporate TxDOT standard details for pavement markings, temporary erosion control measures, and traffic control. All work not specifically paid through bid items is considered incidental to the contract, with costs included in various bid items. The project utilizes NAVD 88 datum elevation reference with a benchmark elevation of 3,763.97 feet, and contractors are responsible for all construction staking and field verification of existing conditions prior to commencement of work.

View the file

Other files

File	Type	Posted
4-Addendum 1 RFP-1283-26.pdf	PDF	May 6, 2026
3-RFP 1283-26 Arnot Road Paving Improvements Hot-Mix Pavement Overlay.pdf	PDF	May 6, 2026
1-2998 - Spec Set ReBid.pdf	PDF	May 6, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

-P

, L

. 2

& HOT-MIX PAVEMENT OVERLAY

ARNOT ROAD FROM INTERSTATE 40 EAST FRONTAGE ROAD

4537 CANYON DRIVE - AMARILLO, TEXAS 79110 - 806.353.7233

FIRM REGISTRATION NO. 4174

APRIL 2026

POTTER COUNTY, TEXAS

FOR

TO APPROXIMATELY 2,350 FEET SOUTH

AMARILLO, TEXAS

INDEX OF SHEETS

PROJECT

LOCATION

POTTER COUNTY

ARNOT ROAD PAVING IMPROVEMENTS

: F

AutoCAD SHX Text

HI-PLAINS CIVIL ENGINEERS F-4174

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text 118664

AutoCAD SHX Text

ADOLFO GARCIA

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

BELL ST.

AutoCAD SHX Text

SW 9TH AVE.

AutoCAD SHX Text

WESTERN ST.

AutoCAD SHX Text

GEORGIA ST.

AutoCAD SHX Text

WASHINGTON ST.

AutoCAD SHX Text

OSAGE ST.

AutoCAD SHX Text

GRAND ST.

AutoCAD SHX Text

WHITAKER RD.

AutoCAD SHX Text

LAKESIDE DR.

AutoCAD SHX Text

COULTER ST.

AutoCAD SHX Text

SONCY RD.

AutoCAD SHX Text

SW 6TH AVE.

AutoCAD SHX Text

SW 34TH AVE.

AutoCAD SHX Text

SW 45TH AVE

AutoCAD SHX Text

SW 58TH AVE.

AutoCAD SHX Text

AMARILLO BLVD.

AutoCAD SHX Text

SE 34TH AVE.

AutoCAD SHX Text I-40

AutoCAD SHX Text

EASTERN ST.

AutoCAD SHX Text

AMARILLO BLVD.

AutoCAD SHX Text I-40

AutoCAD SHX Text

TECKLA BLVD.

AutoCAD SHX Text

SW 45TH AVE.

AutoCAD SHX Text

PLAINS BLVD.

AutoCAD SHX Text

NE 24TH AVE.

AutoCAD SHX Text

HASTINGS AVE.

AutoCAD SHX Text

JASON AVE.

AutoCAD SHX Text

EASTERN ST.

AutoCAD SHX Text

WESTERN ST.

AutoCAD SHX Text

NW 18TH AVE.

AutoCAD SHX Text

MARTIN RD.

AutoCAD SHX Text

POLK ST.

AutoCAD SHX Text

SW 34TH AVE.

AutoCAD SHX Text

HILLSIDE RD.

AutoCAD SHX Text

ST. FRANCIS AVE.

AutoCAD SHX Text

BROADWAY DR.

AutoCAD SHX Text I-27

AutoCAD SHX Text

SW 15TH AVE.

AutoCAD SHX Text

TYLER ST.

AutoCAD SHX Text

BUCHANAN ST.

AutoCAD SHX Text

SW 10 AVE.

AutoCAD SHX Text

SE 29TH ST.

AutoCAD SHX Text

BOLTON ST.

AutoCAD SHX Text

NE 16TH AVE.

AutoCAD SHX Text

FRITCH HWY

AutoCAD SHX Text

WESTERN ST.

AutoCAD SHX Text

BONHAM ST.

AutoCAD SHX Text

MARYLAND ST.

AutoCAD SHX Text

ALABAMA ST.

AutoCAD SHX Text

BRYAN ST.

AutoCAD SHX Text

ARTHUR ST.

AutoCAD SHX Text

ROSS ST.

AutoCAD SHX Text

SE 23TH AVE.

AutoCAD SHX Text

BELL ST.

AutoCAD SHX Text

AVONDALE ST.

AutoCAD SHX Text

HAYDEN ST.

AutoCAD SHX Text

NE 13TH AVE.

AutoCAD SHX Text

U.S. HWY. 87

AutoCAD SHX Text

NW 9TH AVE.

AutoCAD SHX Text

BROWNING ST.

AutoCAD SHX Text

SE 1OTH AVE.

AutoCAD SHX Text

W 46TH AVE.

AutoCAD SHX Text

W 42TH AVE.

AutoCAD SHX Text

SE 19TH AVE.

AutoCAD SHX Text

HOLLYWOOD RD.

AutoCAD SHX Text I-27

AutoCAD SHX Text

HELIUM RD.

AutoCAD SHX Text

ARNOT RD.

AutoCAD SHX Text

SIMMONS RD.

AutoCAD SHX Text

BLESSEN RD.

AutoCAD SHX Text

HOPE RD.

AutoCAD SHX Text

W COUNTY RD 34

AutoCAD SHX Text I-40

AutoCAD SHX Text

DOWELL RD.

AutoCAD SHX Text SHEET 1 - COVER 1 - COVER - COVER COVER SHEET 2 - VICINITY MAP, LEGEND, & GENERAL NOTES 2 - VICINITY MAP, LEGEND, & GENERAL NOTES - VICINITY MAP, LEGEND, & GENERAL NOTES VICINITY MAP, LEGEND, & GENERAL NOTES SHEET 3 - DEMOLITION PLAN 3 - DEMOLITION PLAN - DEMOLITION PLAN DEMOLITION PLAN SHEET 4 - DIMENSIONAL CONTROL PLAN & DIMENSIONAL CONTROL COORDINATES 4 - DIMENSIONAL CONTROL PLAN & DIMENSIONAL CONTROL COORDINATES - DIMENSIONAL CONTROL PLAN & DIMENSIONAL CONTROL COORDINATES DIMENSIONAL CONTROL PLAN & DIMENSIONAL CONTROL COORDINATES SHEET 5 - ARNOT ROAD PAVING & JOINT LAYOUT - STA 0+00 TO STA 5+50 PLAN & PROFILE 5 - ARNOT ROAD PAVING & JOINT LAYOUT - STA 0+00 TO STA 5+50 PLAN & PROFILE - ARNOT ROAD PAVING & JOINT LAYOUT - STA 0+00 TO STA 5+50 PLAN & PROFILE ARNOT ROAD PAVING & JOINT LAYOUT - STA 0+00 TO STA 5+50 PLAN & PROFILE SHEET 6 - ARNOT ROAD PAVING & JOINT LAYOUT - STA 5+50 TO STA 11+50 PLAN & PROFILE 6 - ARNOT ROAD PAVING & JOINT LAYOUT - STA 5+50 TO STA 11+50 PLAN & PROFILE - ARNOT ROAD PAVING & JOINT LAYOUT - STA 5+50 TO STA 11+50 PLAN & PROFILE ARNOT ROAD PAVING & JOINT LAYOUT - STA 5+50 TO STA 11+50 PLAN & PROFILE SHEET 7 - ALTERNATE BID NO. 1: ARNOT ROAD OVERLAY - STA 11+50 TO END OF PROJECT 7 - ALTERNATE BID NO. 1: ARNOT ROAD OVERLAY - STA 11+50 TO END OF PROJECT - ALTERNATE BID NO. 1: ARNOT ROAD OVERLAY - STA 11+50 TO END OF PROJECT ALTERNATE BID NO. 1: ARNOT ROAD OVERLAY - STA 11+50 TO END OF PROJECT SHEET 8 - ARNOT ROAD OVERALL GRADING PLAN 8 - ARNOT ROAD OVERALL GRADING PLAN - ARNOT ROAD OVERALL GRADING PLAN ARNOT ROAD OVERALL GRADING PLAN SHEET 9 - PAVING DETAILS 9 - PAVING DETAILS - PAVING DETAILS PAVING DETAILS SHEET 10 - ARNOT ROAD PAVEMENT MARKING LAYOUT 10 - ARNOT ROAD PAVEMENT MARKING LAYOUT - ARNOT ROAD PAVEMENT MARKING LAYOUT ARNOT ROAD PAVEMENT MARKING LAYOUT SHEET 11 - TxDOT STANDARD PAVEMENT MARKINGS PM(1)-22 11 - TxDOT STANDARD PAVEMENT MARKINGS PM(1)-22 - TxDOT STANDARD PAVEMENT MARKINGS PM(1)-22 TxDOT STANDARD PAVEMENT MARKINGS PM(1)-22 SHEET 12 - STORM WATER POLLUTION PREVENTION PLAN 12 - STORM WATER POLLUTION PREVENTION PLAN - STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN SHEET 13 - EROSION CONTROL LAYOUT 13 - EROSION CONTROL LAYOUT - EROSION CONTROL LAYOUT EROSION CONTROL LAYOUT SHEET 14 - TxDOT TEMPORARY EROSION CONTROL DETAILS 14 - TxDOT TEMPORARY EROSION CONTROL DETAILS - TxDOT TEMPORARY EROSION CONTROL DETAILS TxDOT TEMPORARY EROSION CONTROL DETAILS SHEET 15 - TxDOT STANDARD TRAFFIC CONTROL DETAILS 15 - TxDOT STANDARD TRAFFIC CONTROL DETAILS - TxDOT STANDARD TRAFFIC CONTROL DETAILS TxDOT STANDARD TRAFFIC CONTROL DETAILS SHEET 16 - BASE BID: TRAFFIC CONTROL PLAN16 - BASE BID: TRAFFIC CONTROL PLANBASE BID: TRAFFIC CONTROL PLAN

AutoCAD SHX Text **PLAN SHEETS 11, 14 & 15 HAVE BEEN ISSUED BY ADOLFO GARCIA, P.E. & ARE APPLICABLE TO THIS PROJECT.

SHEET NO:

E R

C O

U N

R N

O T

R O

A D

I M

V E

M E

O T-

P A

V E

M E

N T

O V

E R

C O

U N

, T

E X

A S

A M

, T

N N

: F

-P

, L

. 2

PLAN

EXISTING PROPOSED

PLAN

EXISTING PROPOSED

VICINITY MAP

LEGEND

PROFILE

PROPOSEDEXISTING

NORTHING EASTING ELEVATIONBENCHMARK/ CONTROL POINT

GENERAL NOTES:

PROJECT LOCATION

3 MILES

2 MILES

TO BUSHLAND

TO AMARILLO

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text 82998

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

AutoCAD SHX Text 04.30.26

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

2998SH02.DWG

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

ARK

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text 118664

AutoCAD SHX Text

ADOLFO GARCIA

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

HI-PLAINS CIVIL ENGINEERS F-4174

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text 2396.0

AutoCAD SHX Text

CURB & GUTTER

AutoCAD SHX Text

SECTION LINE

AutoCAD SHX Text

EASEMENT LINE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

POWER POLE OR TELEPHONE POLE

AutoCAD SHX Text

FENCE (CHAINLINK, BARBED WIRE, ETC.)

AutoCAD SHX Text

ROAD (GRAVEL, DIRT, ETC.)

AutoCAD SHX Text

ELECTRICAL CABLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

FIBER-OPTIC LINE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

SEWER LINE

AutoCAD SHX Text

TELEPHONE CABLE

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

PAVEMENT REPAIR

AutoCAD SHX Text

TREE, BUSH, ETC.

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

SEWER CLEANOUT

AutoCAD SHX Text

FIBER-OPTIC PEDESTAL

AutoCAD SHX Text

MAILBOX

AutoCAD SHX Text 73.50±

AutoCAD SHX Text 73.50

AutoCAD SHX Text

IF FIELD ELEV. DIFFERS FROM PLANS

AutoCAD SHX Text

CONTRACTOR TO NOTIFY ENGINEER

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

TIE TO EXISTING

AutoCAD SHX Text 73.50±

AutoCAD SHX Text

GRADE/ PROFILE ROAD

AutoCAD SHX Text NOTE: 1. IF DISCREPANCY EXISTS BETWEEN COORDINATES SHOWN, TIE-IN POINT TO EXISTING STRUCTURES, IF DISCREPANCY EXISTS BETWEEN COORDINATES SHOWN, TIE-IN POINT TO EXISTING STRUCTURES, OR CONFLICTS WITH EXISTING STRUCTURES CONTACT ENGINEER FOR CLARIFICATION BEFORE CONSTRUCTION OF FACILITY OR ANY RELATED FACILITY. 2. IF DISCREPANCY EXIST BETWEEN RELATIVE ELEVATIONS OR BENCHMARK ELEVATION CONTACT IF DISCREPANCY EXIST BETWEEN RELATIVE ELEVATIONS OR BENCHMARK ELEVATION CONTACT ENGINEER FOR CLARIFICATION OF FACILITY OR ANY RELATED FACILITY. 3. ± AT SPOT ELEVATION INDICATES TO TIE TO EXISTING GRADE AT STRUCTURES. CONTACT ENGINEER ± AT SPOT ELEVATION INDICATES TO TIE TO EXISTING GRADE AT STRUCTURES. CONTACT ENGINEER IF DISCREPANCY FOUND. 4. CONTRACTOR TO FIELD VERIFY TIE-IN LOCATIONS & DEPTHS PRIOR TO CONSTRUCTION.CONTRACTOR TO FIELD VERIFY TIE-IN LOCATIONS & DEPTHS PRIOR TO CONSTRUCTION. LOCATIONS & DEPTHS PRIOR TO CONSTRUCTION.

AutoCAD SHX Text

BM1

AutoCAD SHX Text

BENCHMARK #1 - USGS BRASS DISC STAMPED "F248"F248""

AutoCAD SHX Text 3714277.00

AutoCAD SHX Text 513926.33

AutoCAD SHX Text 3763.97

AutoCAD SHX Text

CP1

AutoCAD SHX Text

CONTROL POINT #1 - 1/2" IRON ROD W/ CAP

AutoCAD SHX Text 3713758.30

AutoCAD SHX Text 503641.76

AutoCAD SHX Text 3790.98

AutoCAD SHX Text

CP2

AutoCAD SHX Text

CONTROL POINT #2 - CHISELED "X" IN CONCRETE

AutoCAD SHX Text 3713352.54

AutoCAD SHX Text 503657.15

AutoCAD SHX Text 3791.76

AutoCAD SHX Text 3712300.31

AutoCAD SHX Text 503664.62

AutoCAD SHX Text 3789.31

AutoCAD SHX Text 3711847.30

AutoCAD SHX Text 503660.29

AutoCAD SHX Text 3788.59

AutoCAD SHX Text

CP3

AutoCAD SHX Text

CONTROL POINT #3 - 1/2" IRON ROD W/ CAP

AutoCAD SHX Text

CP4

AutoCAD SHX Text

CONTROL POINT #4 - 1/2" IRON ROD W/ CAP

AutoCAD SHX Text

VICINITY MAP, LEGEND, & GENERAL NOTES

AutoCAD SHX Text

BENCHMARK #1

AutoCAD SHX Text

1. THE FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON THE FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET. 2. ALL WORK DESCRIBED IN THE PLANS THAT IS NOT PAID FOR BY A SPECIFIC BID ITEM SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND THE ALL WORK DESCRIBED IN THE PLANS THAT IS NOT PAID FOR BY A SPECIFIC BID ITEM SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND THE COST OF SUCH ITEMS SHALL BE INCLUDED IN THE VARIOUS BID ITEMS OF THE PROJECT. 3. IN THE ABSENCE OF DETAILS OR SPECIFICATIONS IN THESE CONTRACT DOCUMENTS APPLICABLE DESIGN AND DETAILS SHALL CONFORM TO THE GENERAL IN THE ABSENCE OF DETAILS OR SPECIFICATIONS IN THESE CONTRACT DOCUMENTS APPLICABLE DESIGN AND DETAILS SHALL CONFORM TO THE GENERAL CONTRACT DOCUMENTS AND SPECIFICATIONS FOR THE OWNER. 4. IT IS NOT GUARANTEED THAT ALL LINES OR STRUCTURES HAVE BEEN SHOWN ON THE PLANS, OR THAT THE LOCATIONS SHOWN ARE EXACT. PRIOR TO THE IT IS NOT GUARANTEED THAT ALL LINES OR STRUCTURES HAVE BEEN SHOWN ON THE PLANS, OR THAT THE LOCATIONS SHOWN ARE EXACT. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL COMMUNICATE WITH THE LOCAL REPRESENTATIVES OF THE UTILITY COMPANIES AND ADVISE SUCH REPRESENTATIVES OF THE LOCATION OF THE PROPOSED CONSTRUCTION IN ORDER TO OBTAIN THE ASSISTANCE OF THE UTILITY COMPANIES IN THE LOCATION AND AVOIDANCE OF CONFLICTS WITH UTILITY LINES. THE CONTRACTOR WILL BE RESPONSIBLE FOR DAMAGES TO ANY UTILITY. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. 6. DIMENSIONS FROM PROPERTY LINES AND/OR EASEMENTS LINES TAKE PRECEDENCE OVER STATIONING. MODIFY STATIONING TO MAINTAIN PROPER DISTANCE DIMENSIONS FROM PROPERTY LINES AND/OR EASEMENTS LINES TAKE PRECEDENCE OVER STATIONING. MODIFY STATIONING TO MAINTAIN PROPER DISTANCE FROM PROPERTY LINES, RIGHT-OF-WAY LINES, AND/OR EASEMENTS LINES. 7. ELEVATIONS SHOWN AS ± AT TIE-INS INDICATE CONTRACTOR IS TO VERIFY ELEVATION BEFORE BEGINNING WORK AND IF ELEVATION DIFFERS FROM THAT ELEVATIONS SHOWN AS ± AT TIE-INS INDICATE CONTRACTOR IS TO VERIFY ELEVATION BEFORE BEGINNING WORK AND IF ELEVATION DIFFERS FROM THAT SHOWN, CONTRACTOR IS TO CONTACT THE ENGINEER FOR GRADE ADJUSTMENTS PRIOR TO BEGINNING WORK. 8. CONTRACTOR TO LIMIT CONSTRUCTION AREA TO WITHIN DEDICATED RIGHT-OF-WAY, PLATTED STREETS, ALLEYS, EASEMENTS, AND DESIGNATED OWNER'S CONTRACTOR TO LIMIT CONSTRUCTION AREA TO WITHIN DEDICATED RIGHT-OF-WAY, PLATTED STREETS, ALLEYS, EASEMENTS, AND DESIGNATED OWNER'S PROPERTY. CONTRACTOR TO MAKE ARRANGEMENTS WITH ADJACENT LAND OWNERS TO GAIN ACCESS TO ADJACENT PROPERTY. 9. THE BASIS OF ELEVATION FOR THIS PROJECT IS A USGS STANDARD DISK STAMPED "F-248" HAVING AN ELEVATION OF 3763.95 FEET (NAVD 88 DATUM) THE BASIS OF ELEVATION FOR THIS PROJECT IS A USGS STANDARD DISK STAMPED "F-248" HAVING AN ELEVATION OF 3763.95 FEET (NAVD 88 DATUM) WHICH IS LOCATED 8.5 MILES WEST OF CITY HALL AT AMARILLO 90 FEET NORTHEAST OF MILE POST 769. 51 FEET NORTH OF CENTERLINE OF ROCK ISLAND RAILROAD. 0.1 MILE WEST OF ROAD CROSSING 3 FEET SOUTH OF FENCE LINE. 4 FEET ABOVE LEVEL OF RAILS. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS TO VERIFY THE RELATIVE ELEVATIONS ON THE LOCAL BENCHMARKS. IF A DISCREPANCY EXISTS BETWEEN THE BENCH MARKS, THE CONTRACTOR IS TO CONTACT THE ENGINEER FOR CLARIFICATION. 10. CONFLICTING TREES AND BUSHES SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AFTER APPROVAL FROM OWNER AND/OR ENGINEER. TREES, CONFLICTING TREES AND BUSHES SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AFTER APPROVAL FROM OWNER AND/OR ENGINEER. TREES, BUSHES, OR OTHER VEGETATION REMOVED WITHOUT APPROVAL WILL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. 11. CONFLICTING MAIL BOXES SHALL BE RELOCATED BY THE CONTRACTOR TO LOCATIONS APPROVED BY THE U.S. POSTAL SERVICE. CONFLICTING MAIL BOXES SHALL BE RELOCATED BY THE CONTRACTOR TO LOCATIONS APPROVED BY THE U.S. POSTAL SERVICE. 12. CONTRACTOR TO ADJUST MANHOLES AND VALVE BOXES AS REQUIRED TO MAINTAIN FINAL GRADES. VALVES SHALL BE ACCESSIBLE. CONTRACTOR TO ADJUST MANHOLES AND VALVE BOXES AS REQUIRED TO MAINTAIN FINAL GRADES. VALVES SHALL BE ACCESSIBLE. 13. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. THE CONTRACTOR SHALL PROVIDE CUT SHEETS TO THE ENGINEER FOR REVIEW. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. THE CONTRACTOR SHALL PROVIDE CUT SHEETS TO THE ENGINEER FOR REVIEW. 14. WHERE REQUIRED BY FIXTURES OR UNUSUAL CONDITIONS. THE SLOPES INDICATED ON THE CROSS SECTIONS MAY BE VARIED WHEN SPECIFICALLY WHERE REQUIRED BY FIXTURES OR UNUSUAL CONDITIONS. THE SLOPES INDICATED ON THE CROSS SECTIONS MAY BE VARIED WHEN SPECIFICALLY APPROVED BY THE ENGINEER. 15. DURING CONSTRUCTION PORTIONS OF THE STREETS MAY BE CLOSED TO THROUGH TRAFFIC. ACCESS SHALL BE MAINTAINED AND PERMITTED TO THE DURING CONSTRUCTION PORTIONS OF THE STREETS MAY BE CLOSED TO THROUGH TRAFFIC. ACCESS SHALL BE MAINTAINED AND PERMITTED TO THE ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. NOTIFY CITY PERSONNEL AND OBTAIN APPROVAL AND SCHEDULING PRIOR TO CLOSING ANY STREET. 16. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNS AND BARRICADES WHEN WORKING IN THE PUBLIC RIGHT-OF-WAY. THE SIGNS AND BARRICADES THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNS AND BARRICADES WHEN WORKING IN THE PUBLIC RIGHT-OF-WAY. THE SIGNS AND BARRICADES SHALL COMPLY WITH THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (CURRENT EDITION) AND WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS UNLESS OTHERWISE SHOWN. 17. EXISTING ROADWAYS, DRIVEWAYS AND ALLEYS, NOT SCHEDULED FOR CONSTRUCTION, THAT ARE DISTURBED BY CONSTRUCTION SHALL BE REPLACED WITH EXISTING ROADWAYS, DRIVEWAYS AND ALLEYS, NOT SCHEDULED FOR CONSTRUCTION, THAT ARE DISTURBED BY CONSTRUCTION SHALL BE REPLACED WITH THE SAME OR BETTER MATERIAL. SOIL, GRAVEL, BASE, SAND, RAP AND PAVEMENT WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND THE COST IS TO BE INCLUDED IN THE VARIOUS BID ITEMS, UNLESS OTHERWISE SHOWN IN THE PROPOSAL 18. ALL EXISTING DRIVEWAYS AND ALLEYS SHALL BE REGRADED AND COMPACTED TO FORM A SMOOTH TRANSITION AND POSITIVE DRAINAGE BETWEEN THE ALL EXISTING DRIVEWAYS AND ALLEYS SHALL BE REGRADED AND COMPACTED TO FORM A SMOOTH TRANSITION AND POSITIVE DRAINAGE BETWEEN THE EXISTING DRIVEWAY OR ALLEY AND THE PROPOSED GUTTER. THE TRANSITION WILL BE CONSTRUCTED WITH THE SAME TYPE MATERIAL AS THE EXISTING DRIVEWAY OR ALLEY. 19. ALL EXISTING PAVEMENTS SHALL BE SAWCUT AT THE INTERFACE WITH NEW PAVEMENT. ALL EXISTING PAVEMENTS SHALL BE SAWCUT AT THE INTERFACE WITH NEW PAVEMENT. 20. EXCESS CONCRETE, SOIL, BASE MATERIAL, ASPHALT, AND DEBRIS FROM CONSTRUCTION TO BE DISPOSED OF OFF-SITE BY CONTRACTOR UNLESS OTHERWISE EXCESS CONCRETE, SOIL, BASE MATERIAL, ASPHALT, AND DEBRIS FROM CONSTRUCTION TO BE DISPOSED OF OFF-SITE BY CONTRACTOR UNLESS OTHERWISE SHOWN. 21. DRIVEWAY OPENINGS MAY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL PROPOSED DRIVEWAYS AND/OR CURB DRIVEWAY OPENINGS MAY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL PROPOSED DRIVEWAYS AND/OR CURB OPENINGS WITH COUNTY PERSONNEL AND ADJACENT LAND OWNERS. DRIVEWAY OPENINGS THAT HAVE BEEN LEFT OUT OR NOT APPROVED BY THE COUNTY AND THE LAND OWNER WILL REQUIRE REMOVAL AND REPLACEMENT OF THE CURB AND GUTTER AT THE CONTRACTOR'S EXPENSE. 22. WHEN WORK CROSSES MAINTAINED LAWNS, THE CONTRACTOR SHALL SAVE, PROTECT, AND CARE FOR OR REPLACE THE LAWN GRASS. THE TOP TWELVE (12) WHEN WORK CROSSES MAINTAINED LAWNS, THE CONTRACTOR SHALL SAVE, PROTECT, AND CARE FOR OR REPLACE THE LAWN GRASS. THE TOP TWELVE (12) INCHES OF TOPSOIL SHALL BE PRESERVED AND REPLACED ACROSS ALL LAWNS OR OTHER DEVELOPED AREAS. 23. EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO FENCES, DRIVEWAYS, SIDEWALKS, PAVEMENT, CURBS, UTILITIES, PIPELINES, AND DRAINAGE EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO FENCES, DRIVEWAYS, SIDEWALKS, PAVEMENT, CURBS, UTILITIES, PIPELINES, AND DRAINAGE STRUCTURES WHICH ARE DAMAGED, REMOVED, OR ALTERED TO PERMIT INSTALLATION OF THE WORK SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, IN THE SAME LOCATION, AND IN CONDITION AS GOOD AS OR BETTER THAN THEY WERE FOUND. 24. IF THERE IS A CONFLICT BETWEEN THE ELEVATIONS SHOWN ON THE PLANS AND THE EXISTING ELEVATIONS, CONSTRUCTION SHALL PROVIDE POSITIVE IF THERE IS A CONFLICT BETWEEN THE ELEVATIONS SHOWN ON THE PLANS AND THE EXISTING ELEVATIONS, CONSTRUCTION SHALL PROVIDE POSITIVE DRAINAGE. CONTACT ENGINEER FOR REVIEW AND CLARIFICATION BEFORE CONSTRUCTING. 25. TOP OF CURB ELEVATIONS ARE SHOWN TO BE 0.5' ABOVE FLOWLINE. TIE-IN POINTS ARE TO MATCH EXISTING FLOWLINES. TOP OF CURB ELEVATIONS ARE SHOWN TO BE 0.5' ABOVE FLOWLINE. TIE-IN POINTS ARE TO MATCH EXISTING FLOWLINES. 26. THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION MEASURES SHALL BE THE CONTRACTOR'S RESPONSIBILITY THROUGHOUT THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION MEASURES SHALL BE THE CONTRACTOR'S RESPONSIBILITY THROUGHOUT ALL PHASES OF CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE TCEQ'S REGULATIONS CONCERNING EROSION AND SEDIMENT CONTROL. 27. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD AND UNDERGROUND ELECTRIC LINES. CONTRACTOR SHALL ABIDE THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD AND UNDERGROUND ELECTRIC LINES. CONTRACTOR SHALL ABIDE BY NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY OWNER OF ELECTRIC LINES. 28. THE CONTRACTOR IS NOT TO OVERLAY ANY CONCRETE SURFACE. THE CONTRACTOR IS NOT TO OVERLAY ANY CONCRETE SURFACE. 29. THE CONTRACTOR IS TO PLANE ADJACENT TO PAVED DRIVEWAYS. THE CONTRACTOR IS TO PLANE ADJACENT TO PAVED DRIVEWAYS. 30. THE CONTRACTOR IS TO PLACE REFLECTIVE TABS AND/OR TEMPORARY MARKINGS ON ALL EXISTING MARKINGS PRIOR TO THE APPLICATION OF THE OVERLAY THE CONTRACTOR IS TO PLACE REFLECTIVE TABS AND/OR TEMPORARY MARKINGS ON ALL EXISTING MARKINGS PRIOR TO THE APPLICATION OF THE OVERLAY COURSE AND PLACE PERMANENT PAVING MARKINGS AFTER THE PLACEMENT OF THE OVERLAY.

AutoCAD SHX Text

LOOP 335N

AutoCAD SHX Text

HOPE RD.

AutoCAD SHX Text

ARNOT RD.

AutoCAD SHX Text

W CO RD. 34

AutoCAD SHX Text

INDIAN HILL RD.

AutoCAD SHX Text

HELIUM RD.

AutoCAD SHX Text

W AMARILLO BLVD.

AutoCAD SHX Text

TOE-DOWN CURB & GUTTER

AutoCAD SHX Text

CONTROL POINT #1

AutoCAD SHX Text

CONTROL POINT #2

AutoCAD SHX Text

CONTROL POINT #3

AutoCAD SHX Text

CONTROL POINT #4

AutoCAD SHX Text

VEHICULAR CONCRETE

ASPHALT OVERLAY PAVEMENT

A M

, T

N N

: F

-P

, L

. 2

DEMOLITION PLAN NOTES:

LEGEND: KEYED NOTES:

BASE BID

ALTERN

ATE

BID N

O. 1

I-40 FRONTAGE RD.

ALTERN

ATE

BID N

O. 1

E R

C O

U N

R N

O T

R O

A D

I M

V E

M E

O T-

P A

V E

M E

N T

O V

E R

C O

U N

, T

E X

A S

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text 118664

AutoCAD SHX Text

ADOLFO GARCIA

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

HI-PLAINS CIVIL ENGINEERS F-4174

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text

1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PAVEMENT, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. THESE DEMOLITION PLANS ARE SCHEMATIC ONLY AND MAY NOT DEPICT ALL CONFLICTING ITEMS. CONTRACTOR IS TO VISIT THE SITE AND NOTE ITEMS WHICH WILL CONFLICT WITH THE CONSTRUCTION AND THERE COST OF REMOVAL SHALL BE INCLUDED IN THE PRICE PRESENTED IN THE PROPOSAL. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. THIS IS APPLICABLE WHETHER SHOWN OR NOT ON THIS SHEET. 2. ALL TREES THAT ARE NOT SPECIFICALLY DESIGNATED FOR REMOVAL ARE TO REMAIN AND ARE TO ALL TREES THAT ARE NOT SPECIFICALLY DESIGNATED FOR REMOVAL ARE TO REMAIN AND ARE TO BE PRESERVED UNLESS OTHERWISE APPROVED BY THE OWNER. TREES, BUSHES, OR OTHER VEGETATION REMOVED WITHOUT APPROVAL SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. 3. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 4. ASPHALT MILLINGS AND BASE ARE TO BE SEPARATED AND DELIVERED TO A LOCATION APPROVED ASPHALT MILLINGS AND BASE ARE TO BE SEPARATED AND DELIVERED TO A LOCATION APPROVED BY THE OWNER UNLESS IT IS REUSED AS SUBBASE MATERIAL. EXCESS SOIL TO BE SEPARATED FROM SURFACE AND BASE AND DISPOSED OF BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES AND THE OWNER THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES AND THE OWNER PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE OWNER AND UTILITY COMPANY'S FORCES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES ASSOCIATED WITH DAMAGING OF UTILITIES. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ON SITE LOCATIONS OF EXISTING UTILITIES. 7. ALL EXISTING PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT ALL EXISTING PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO OWNER AND ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE OF ADEQUATE DEPTH TO NOT CONFLICT WITH THE WORK. 8. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED, AND NOT SHOWN ON THE DRAWING TO BE RELOCATED, SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. 9. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES NECESSARY TO COMPLY WITH PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES NECESSARY TO COMPLY WITH THE TCEQ REQUIREMENTS FOR EROSION CONTROL ARE TO BE INSTALLED. 10. CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THE PLANS. IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 11. DAMAGE TO ALL EXISTING ELEMENTS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. DAMAGE TO ALL EXISTING ELEMENTS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 12. REMOVAL OF SPRINKLER SYSTEM TO BE COORDINATED W/OWNER.REMOVAL OF SPRINKLER SYSTEM TO BE COORDINATED W/OWNER.

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1" = 40'

AutoCAD SHX Text

ASPHALT TO BE DEMOLISHED

AutoCAD SHX Text

CONCRETE TO BE DEMOLISHED

AutoCAD SHX Text

AutoCAD SHX Text EXISTING PAVEMENT TO REMAIN IN PLACE. EXISTING ASPHALT TO BE REMOVED. EXISTING CONCRETE TO REMAIN IN PLACE. EXISTING CONCRETE TO BE REMOVED. EXISTING CURB & GUTTER TO REMAIN IN PLACE. EXISTING CURB & GUTTER TO BE REMOVED.

AutoCAD SHX Text

AutoCAD SHX Text 82998

AutoCAD SHX Text

2998SH03.DWG

AutoCAD SHX Text

ARK

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 7+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 7+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 15+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 15+50

AutoCAD SHX Text

STA 0+35 BEGIN PROJECT

AutoCAD SHX Text

STA 23+50 END PROJECT

AutoCAD SHX Text

STA 11+43

AutoCAD SHX Text

PROPOSED SAWCUT

AutoCAD SHX Text

PROPOSED SAWCUT

04.30.26

A M

, T

N N

: F

-P

, L

. 2

POINT DESCRIPTION EASTINGNORTHING

BASE BID

ALTERN

ATE

BID N

O. 1

I-40 FRONTAGE RD.

ALTERN

ATE

BID N

O. 1

E R

C O

U N

R N

O T

R O

A D

I M

V E

M E

O T-

P A

V E

M E

N T

O V

E R

C O

U N

, T

E X

A S

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text 118664

AutoCAD SHX Text

ADOLFO GARCIA

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

HI-PLAINS CIVIL ENGINEERS F-4174

AutoCAD SHX Text

DIMENSIONAL CONTROL PLAN & DIMENSIONAL CONTROL COORDINATES

AutoCAD SHX Text

STA 0+00 - ALIGN. ARNOT RD.

AutoCAD SHX Text 3714217.24

AutoCAD SHX Text 503717.00

AutoCAD SHX Text

CONCRETE CORNER - TIE-IN

AutoCAD SHX Text 3714182.43±

AutoCAD SHX Text 503692.72±

AutoCAD SHX Text

CONCRETE CORNER - TIE-IN

AutoCAD SHX Text 3714182.04±

AutoCAD SHX Text 503740.72±

AutoCAD SHX Text

CONCRETE CORNER

AutoCAD SHX Text 3713673.33

AutoCAD SHX Text 503697.07

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text 3713673.30

AutoCAD SHX Text 503700.07

AutoCAD SHX Text

CONCRETE CORNER - TIE-IN

AutoCAD SHX Text 3713652.88±

AutoCAD SHX Text 503689.04±

AutoCAD SHX Text

BACK OF CURB - TIE-IN

AutoCAD SHX Text 3713650.66±

AutoCAD SHX Text 503691.10±

AutoCAD SHX Text

BACK OF CURB - TIE-IN

AutoCAD SHX Text 3713594.07±

AutoCAD SHX Text 503690.00±

AutoCAD SHX Text

CONCRETE CORNER - TIE-IN

AutoCAD SHX Text 3713591.68±

AutoCAD SHX Text 503687.69±

AutoCAD SHX Text

EDGE OF CONCRETE - MIDPOINT OF 27.5' RADIUS

AutoCAD SHX Text 3713583.42

AutoCAD SHX Text 503693.87

AutoCAD SHX Text

BACK OF CURB - MIDPOINT OF 30.5' RADIUS

AutoCAD SHX Text 3713584.65

AutoCAD SHX Text 503696.61

AutoCAD SHX Text

CONCRETE CORNER

AutoCAD SHX Text 3713573.48

AutoCAD SHX Text 503696.26

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text 3713573.45

AutoCAD SHX Text 503699.26

AutoCAD SHX Text

CONCRETE CORNER

AutoCAD SHX Text 3713464.22

AutoCAD SHX Text 503695.37

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text 3713464.20

AutoCAD SHX Text 503698.37

AutoCAD SHX Text

EDGE OF CONCRETE - MIDPOINT OF 47' RADIUS

AutoCAD SHX Text 3713450.06

AutoCAD SHX Text 503693.41

AutoCAD SHX Text

BACK OF CURB - MIDPOINT OF 50' RADIUS

AutoCAD SHX Text 3713449.21

AutoCAD SHX Text 503696.28

AutoCAD SHX Text

CONCRETE CORNER - TIE-IN

AutoCAD SHX Text 3713437.24±

AutoCAD SHX Text 503687.34±

AutoCAD SHX Text

BACK OF CURB - TIE-IN

AutoCAD SHX Text 3713435.52±

AutoCAD SHX Text 503689.80±

AutoCAD SHX Text

BACK OF CURB - TIE-IN

AutoCAD SHX Text 3713340.51±

AutoCAD SHX Text 503689.26±

AutoCAD SHX Text

CONCRETE CORNER - TIE-IN

AutoCAD SHX Text 3713338.90±

AutoCAD SHX Text 503686.73±

AutoCAD SHX Text

BACK OF CURB - MIDPOINT OF 50' RADIUS

AutoCAD SHX Text 3713327.30

AutoCAD SHX Text 503692.11

AutoCAD SHX Text

EDGE OF CONCRETE - MIDPOINT OF 47' RADIUS

AutoCAD SHX Text 3713328.17

AutoCAD SHX Text 503694.97

AutoCAD SHX Text

CONCRETE CORNER

AutoCAD SHX Text 3713314.68

AutoCAD SHX Text 503694.15

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text 3713314.65

AutoCAD SHX Text 503697.15

AutoCAD SHX Text

CONCRETE CORNER

AutoCAD SHX Text 3713234.29

AutoCAD SHX Text 503693.50

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text 3713234.26

AutoCAD SHX Text 503696.49

AutoCAD SHX Text

EDGE OF CONCRETE - MIDPOINT OF 57' RADIUS

AutoCAD SHX Text 3713216.06

AutoCAD SHX Text 503690.03

AutoCAD SHX Text

BACK OF CURB - MIDPOINT OF 60' RADIUS

AutoCAD SHX Text 3713215.05

AutoCAD SHX Text 503692.85

AutoCAD SHX Text

CONCRETE CORNER - TIE-IN

AutoCAD SHX Text 3713199.91±

AutoCAD SHX Text 503680.90±

AutoCAD SHX Text

BACK OF CURB - TIE-IN

AutoCAD SHX Text 3713198.03±

AutoCAD SHX Text 503683.23±

AutoCAD SHX Text

BACK OF CURB - TIE-IN

AutoCAD SHX Text 3713106.39±

AutoCAD SHX Text 503682.71±

AutoCAD SHX Text

CONCRETE CORNER - TIE-IN

AutoCAD SHX Text 3713104.53±

AutoCAD SHX Text 503680.35±

AutoCAD SHX Text

BACK OF CURB - MIDPOINT OF 60' RADIUS

AutoCAD SHX Text 3713091.29

AutoCAD SHX Text 503691.29

AutoCAD SHX Text

EDGE OF CONCRETE - MIDPOINT OF 57' RADIUS

AutoCAD SHX Text 3713090.33

AutoCAD SHX Text 503688.45

AutoCAD SHX Text

CONCRETE CORNER

AutoCAD SHX Text 3713074.40

AutoCAD SHX Text 503692.18

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text 3713074.38

AutoCAD SHX Text 503695.19

AutoCAD SHX Text

PI: STA 11+43 - ALIGN. ARNOT RD./ EDGE OF CONCRETE

AutoCAD SHX Text 3713074.28

AutoCAD SHX Text 503707.69

AutoCAD SHX Text

CONCRETE CORNER

AutoCAD SHX Text 3713074.18

AutoCAD SHX Text 503719.69

AutoCAD SHX Text

STA 23+50 - ALIGN. ARNOT RD.

AutoCAD SHX Text 3711867.37

AutoCAD SHX Text 503692.52

AutoCAD SHX Text 82998

AutoCAD SHX Text

2998SH04.DWG

AutoCAD SHX Text

EB, ARK

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 7+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 7+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 15+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 15+50

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1" = 40'

AutoCAD SHX Text

CONTROL POINT #1

AutoCAD SHX Text

CONTROL POINT #2

AutoCAD SHX Text

CONTROL POINT #3

AutoCAD SHX Text

AutoCAD SHX Text 3713662.46

AutoCAD SHX Text 503694.70

AutoCAD SHX Text 3713661.24

AutoCAD SHX Text 503697.44

AutoCAD SHX Text

EDGE OF CONCRETE - MIDPOINT OF 35' RADIUS

AutoCAD SHX Text

BACK OF CURB - MIDPOINT OF 38' RADIUS

AutoCAD SHX Text

AutoCAD SHX Text 3714057.14

AutoCAD SHX Text 503727.70

AutoCAD SHX Text 3714057.34

AutoCAD SHX Text 503703.70

AutoCAD SHX Text 3714117.05

AutoCAD SHX Text 503740.19

AutoCAD SHX Text 3714117.44

AutoCAD SHX Text 503692.19

AutoCAD SHX Text

CONCRETE CORNER

AutoCAD SHX Text

CONCRETE CORNER

AutoCAD SHX Text

CONCRETE CORNER

AutoCAD SHX Text

CONCRETE CORNER

AutoCAD SHX Text

STA 0+35 BEGIN PROJECT

AutoCAD SHX Text

STA 23+50 END PROJECT

AutoCAD SHX Text

PI: STA 11+43

AutoCAD SHX Text

CONTROL POINT #4

AutoCAD SHX Text 24'

AutoCAD SHX Text 48'

AutoCAD SHX Text

TAPER FROM 48' TO 24' IN 60'

AutoCAD SHX Text 24'

AutoCAD SHX Text 23'

A M

, T

N N

: F

-P

, L

. 2

ARNOT ROAD - JOINT LAYOUT

ARNOT RD.

I-

R D.

ARNOT RD.

E R

C O

U N

R N

O T

R O

A D

I M

V E

M E

O T-

P A

V E

M E

N T

O V

E R

C O

U N

, T

E X

A S

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

PROPOSED GRADE

AutoCAD SHX Text

STA 1+00 ELEV: 3791.14

AutoCAD SHX Text

STA 0+35 ELEV: 3790.64±

AutoCAD SHX Text

STA 5+44.06 ELEV: 3790.87

AutoCAD SHX Text 0.769%

AutoCAD SHX Text -0.061%

AutoCAD SHX Text 0.130%

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text 118664

AutoCAD SHX Text

ADOLFO GARCIA

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

HI-PLAINS CIVIL ENGINEERS F-4174

AutoCAD SHX Text 82998

AutoCAD SHX Text

2998SH05.DWG

AutoCAD SHX Text

ARK

AutoCAD SHX Text

ARNOT ROAD PAVING & JOINT LAYOUT STA 0+00 TO STA 5+50 PLAN & PROFILE

AutoCAD SHX Text

HORIZONTAL SCALE: 1" = 20'

AutoCAD SHX Text

VERTICAL SCALE: 1" = 2'

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text 0+00

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 5+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text

SCALE: 1" = 20'1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

CONTROL POINT #1

AutoCAD SHX Text

PROPOSED EXPANSION JOINT, TYP.

AutoCAD SHX Text

PROPOSED CONTROL JOINT, TYP.

AutoCAD SHX Text

2 SPACES @ 12'

AutoCAD SHX Text

24' EDGE-TO-EDGE

AutoCAD SHX Text 90.90

AutoCAD SHX Text 90.60±

AutoCAD SHX Text 90.54

AutoCAD SHX Text

STA 5+44.06 TC 91.04

AutoCAD SHX Text 91.10

AutoCAD SHX Text

86 SPACES @ 12'

AutoCAD SHX Text

EXPANSION JOINT 60' TYP.

AutoCAD SHX Text

PROPOSED EXPANSION JOINT, TYP.

AutoCAD SHX Text

PROPOSED PAVEMENT REPAIR

AutoCAD SHX Text 90.86

AutoCAD SHX Text 90.54

AutoCAD SHX Text 90.53±

AutoCAD SHX Text 90.60±

AutoCAD SHX Text 90.86

AutoCAD SHX Text 90.66

AutoCAD SHX Text

4 SPACES @ 12'

AutoCAD SHX Text

6 SPACES @ 10.83'

AutoCAD SHX Text 61.18'

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 5+50

AutoCAD SHX Text

CONTROL POINT #1

AutoCAD SHX Text

STA 0+35 BEGIN PROJECT

AutoCAD SHX Text

48' EDGE-TO-EDGE

A M

, T

N N

: F

-P

, L

. 2

ARNOT RD.

ARNOT ROAD - JOINT LAYOUT

BASE BID ALTERNATE

BID NO. 1

E R

C O

U N

R N

O T

R O

A D

I M

V E

M E

O T-

P A

V E

M E

N T

O V

E R

C O

U N

, T

E X

A S

AutoCAD SHX Text

STA 6+43.91 ELEV: 3791.00

AutoCAD SHX Text

STA 7+53.16 ELEV: 3790.93

AutoCAD SHX Text

STA 11+43 ELEV: 3790.75±

AutoCAD SHX Text

STA 9+02.62 ELEV: 3790.80

AutoCAD SHX Text

STA 9+83.11 ELEV: 3790.73

AutoCAD SHX Text -0.064%

AutoCAD SHX Text 0.130%

AutoCAD SHX Text -0.087%

AutoCAD SHX Text 0.013%

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

PROPOSED GRADE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text 118664

AutoCAD SHX Text

ADOLFO GARCIA

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

HI-PLAINS CIVIL ENGINEERS F-4174

AutoCAD SHX Text 82998

AutoCAD SHX Text

2998SH06.DWG

AutoCAD SHX Text

ARK

AutoCAD SHX Text

ARNOT ROAD PAVING & JOINT LAYOUT STA 5+50 TO STA 11+50 PLAN & PROFILE

AutoCAD SHX Text 6+00

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 11+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 5+50

AutoCAD SHX Text 7+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text

SCALE: 1" = 20'1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

CONTROL POINT #2

AutoCAD SHX Text

HORIZONTAL SCALE: 1" = 20'

AutoCAD SHX Text

VERTICAL SCALE: 1" = 2'

AutoCAD SHX Text

24' EDGE-TO-EDGE

AutoCAD SHX Text

PROPOSED PAVEMENT REPAIR

AutoCAD SHX Text

PROPOSED PAVEMENT REPAIR

AutoCAD SHX Text 90.39

AutoCAD SHX Text 90.75

AutoCAD SHX Text 90.44

AutoCAD SHX Text 90.40

AutoCAD SHX Text 90.60

AutoCAD SHX Text

STA 7+53.16 TC 91.10

AutoCAD SHX Text 91.16

AutoCAD SHX Text

STA 9+83.11 TC 90.90

AutoCAD SHX Text 90.96

AutoCAD SHX Text

STA 11+40 TC 90.92

AutoCAD SHX Text 90.98

AutoCAD SHX Text 91.36

AutoCAD SHX Text 91.74±

AutoCAD SHX Text 91.42

AutoCAD SHX Text 91.40

AutoCAD SHX Text

STA 9+02.62 TC 90.94

AutoCAD SHX Text 91.00

AutoCAD SHX Text 91.79±

AutoCAD SHX Text

STA 6+43.91 TC 91.25

AutoCAD SHX Text 91.68±

AutoCAD SHX Text 91.42

AutoCAD SHX Text 91.87±

AutoCAD SHX Text

PI: STA 11+43

AutoCAD SHX Text

2 SPACES @ 12'

AutoCAD SHX Text

86 SPACES @ 12'

AutoCAD SHX Text

EXPANSION JOINT 60' TYP.

AutoCAD SHX Text 11'

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 11+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 5+50

AutoCAD SHX Text 91.68±91.18±

AutoCAD SHX Text 91.81±91.31±

AutoCAD SHX Text 91.73±91.23±

AutoCAD SHX Text 91.62±91.19±

AutoCAD SHX Text 11.25'±

AutoCAD SHX Text 6.67'±

AutoCAD SHX Text 92.02±

AutoCAD SHX Text 91.96±91.46±

AutoCAD SHX Text 91.81±

AutoCAD SHX Text 91.75±91.25±

AutoCAD SHX Text 91.46

AutoCAD SHX Text 91.67

AutoCAD SHX Text 91.31

AutoCAD SHX Text

CONTROL POINT #2

AutoCAD SHX Text

EXISTING CONCRETE TO REMAIN IN PLACE

AutoCAD SHX Text

EXISTING CONCRETE TO REMAIN IN PLACE

AutoCAD SHX Text

EXISTING CONCRETE TO REMAIN IN PLACE

AutoCAD SHX Text

EXISTING CONCRETE TO REMAIN IN PLACE

AutoCAD SHX Text

PROPOSED EXPANSION JOINT, TYP.

AutoCAD SHX Text

PROPOSED EXPANSION JOINT, TYP.

AutoCAD SHX Text

PROPOSED CONTROL JOINT, TYP.

A M

, T

N N

: F

-P

, L

. 2

ARNOT RD.

E R

C O

U N

R N

O T

R O

A D

I M

V E

M E

O T-

P A

V E

M E

N T

O V

E R

C O

U N

, T

E X

A S

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text 118664

AutoCAD SHX Text

ADOLFO GARCIA

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

HI-PLAINS CIVIL ENGINEERS F-4174

AutoCAD SHX Text 82998

AutoCAD SHX Text

2998SH07.DWG

AutoCAD SHX Text

ARK

AutoCAD SHX Text

ALTERNATE BID NO.1 ARNOT ROAD OVERLAY STA 11+50 TO END OF PROJECT

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 11+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 17+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 17+50

AutoCAD SHX Text

CONTROL POINT #3

AutoCAD SHX Text

SCALE: 1" = 20'1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1" = 20'1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO PLACE TEMPORARY MARKINGS DURING CONTRACTOR TO PLACE TEMPORARY MARKINGS DURING OVERLAY & PERMANENT MARKINGS UPON COMPLETION OF THE OVERLAY. 2. REPLACE MARKINGS AT LOCATIONS WHERE EXISTING REPLACE MARKINGS AT LOCATIONS WHERE EXISTING MARKINGS ARE IN PLACE. 3. THE CONTRACTOR IS TO PLANE AROUND PAVED DRIVEWAYS THE CONTRACTOR IS TO PLANE AROUND PAVED DRIVEWAYS & ADJACENT ROADS PRIOR TO THE APPLICATION OF THE OVERLAY COURSE TO MATCH EXISTING GRADES.

AutoCAD SHX Text

PROPOSED OVERLAY PAVEMENT REPAIR SEE DETAIL, SHEET 9

AutoCAD SHX Text

STA 23+50 END OF PROJECT

AutoCAD SHX Text

PROPOSED ASPHALT MILLING

AutoCAD SHX Text

EXISTING CONCRETE DRIVEWAY TO REMAIN IN PLACE

AutoCAD SHX Text

EXISTING ASPHALT TO REMAIN IN PLACE

A M

, T

N N

: F

-P

, L

. 2

ARNOT RD.

I-

ARNOT RD.

E R

C O

U N

R N

O T

R O

A D

I M

V E

M E

O T-

P A

V E

M E

N T

O V

E R

C O

U N

, T

E X

A S

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text 118664

AutoCAD SHX Text

ADOLFO GARCIA

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

HI-PLAINS CIVIL ENGINEERS F-4174

AutoCAD SHX Text 82998

AutoCAD SHX Text

2998SH08.DWG

AutoCAD SHX Text

ARK

AutoCAD SHX Text

ARNOT ROAD OVERALL GRADING PLAN

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 5+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 11+50

AutoCAD SHX Text

MATCH LINE STATION

AutoCAD SHX Text 5+50

AutoCAD SHX Text

SCALE: 1" = 20'1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1" = 20'1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

CONTROL POINT #1

AutoCAD SHX Text

CONTROL POINT #2

A M

, T

N N

: F

-P

, L

. 2

PAVEMENT SECTION

TYPICAL SIDEWALK FOOTING DETAIL

TYPICAL CONCRETE SIDEWALK

PAVEMENT SECTION

TYPICAL CONCRETE VEHICULAR

CONTROL JOINT EXPANSION JOINT

CONTROL JOINT DETAIL EXPANSION JOINT DETAIL

SAWED/TOOLED

TYPICAL CONCRETE SIDEWALK AT CURB

PAVEMENT REPAIR DETAIL

TYPICAL 30" CURB & GUTTER

TYPICAL 30" TOE-DOWN CURB & GUTTER TYPICAL OVERLAY CROSS SECTION DETAIL

TYPICAL CONCRETE PAVEMENT STREET SECTION

OVERLAY PAVEMENT REPAIR DETAILTYPICAL 24" CURB & GUTTER

TYPICAL 24" TOE-DOWN CURB & GUTTER

E R

C O

U N

R N

O T

R O

A D

I M

V E

M E

O T-

P A

V E

M E

N T

O V

E R

C O

U N

, T

E X

A S

AutoCAD SHX Text 12"

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE NAME:

A…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 12, 2026.