4-FINAL PLANS GREGG-25-26 CHEROKEE STREET.pdf
PDF 2 MB Posted
- Solicitation number
- 2025-26
- Issued by
- Grimes County, Texas
About this file
This document contains construction plans for a road repair project on Cherokee Street (PCT2) from city limits to end at gate in Gregg County, Texas, with bid identification GREGG-25-06 for the 2025-26 period. The project involves road repair and rehabilitation work including pulverizing, reshaping, and stabilizing existing surfaces, applying seal coat treatments, furnishing and installing seal coat courses, repairing potholes, and installing concrete collar details at various stations along the roadway. The construction plans span 6 sheets and include detailed engineering drawings showing the project alignment from station 0+00 to 56+25, with specific work items such as rolling pneumatic tire equipment, asphaltic oils and emulsions, seal coat applications, dense-graded hot-mix asphalt, barricades and traffic handling, and surface treatment applications.
The plans were prepared by Hayes Engineering, Inc., a Texas Registered Engineering Firm (F-1465) located in Longview, Texas, and approved by Gregg County officials including County Judge Bill Stoudt and various precinct commissioners. The construction specifications include requirements for contractor coordination with utility companies, traffic control measures, proper cleanup procedures, and adherence to TxDOT standards for construction and maintenance of highways and streets. Key work elements involve pulverizing and reshaping existing surfaces with 3% cement by volume and compaction to specified depths, applying seal coat treatments at various stations, and installing concrete infrastructure details with specific dimensional requirements as shown in the engineering drawings.
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SHEET 1 OF 6
GREGG-25-06
PROJECT LOCATION
CONSTRUCTION PLANS FOR
FROM CITY LIMITS TO END AT GATE
SUBMITTED BY:
STANLEY R. HAYES, P.E. DATE
COUNTY OFFICIALS
BILL STOUDT - COUNTY JUDGE
RONNIE McKINNEY - PRECINCT 1 COMMISSIONER
PROJECT MANAGER
Tel.: (903) 758-2010 Fax: (903) 758-2099 2126 Alpine St. Longview, TX 75601-3401
HAYES ENGINEERING, INC.
Texas Registered Engineering Firm F-1465 www.hayesengineering.net
BILL STOUDT
COUNTY JUDGE
APPROVED BY:
GREGG COUNTY, TEXAS
RAY BOSTICK - PRECINCT 2 COMMISSIONER
FLOYD WINGO - PRECINCT 3 COMMISSIONER
DANNY CRAIG SR. - PRECINCT 4 COMMISSIONER
DATE
INDEX TO SHEETS
Sheet Number Sheet Title
8-12-2025
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PROTHRO
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EDGEWOOD
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CONCORD
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WATKINS
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PAGE
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ROCKDALE
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HILLTOP
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ROCKWOOD
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WAGGONER
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FAIRWAY
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SHIRLEY
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DEBRA
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NIBLICK
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BOGIE
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PUTTER
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GOLFCREST
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BERKLEY
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GRAND
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COMMERCE
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GRAND
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MELROSE
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GAYLE
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MCKAY
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SHADY
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BAZZELL
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STONE
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BOSCO
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FOREST
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HAVEN
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LORING
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PRESTON
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MEMPHIS
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WARD
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MAMON
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ENTERPRISE
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WINDSOR
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SUPPLY
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CHEROKEE
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AVE A
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MINNIE JONES
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DUNCAN
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RANIER
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PREMIER
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LANE WELLS
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BIRDIE
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AZTEC
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SHELY
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ROCKWALL
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HG MOSLEY
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VIEWCREST
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CUPIT
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BRANDON
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BENBROOK
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SIMMS
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NIMROD
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VALENTINE
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PROWLER
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MOBILE
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ALEDO
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MELVIN
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GILBERT
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DONALD
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WILLOW SPRINGS
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PINE
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BLUFF
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RIVER
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OAKS
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STEWART
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SWINGING BRIDGE
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HARDY
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KERMIT
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PECOS
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LONGVIEW
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HARRISON
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BONNITA
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PREMIER
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SABINE
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RIVER
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AMBASSADOR ROW
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ODESSA
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CHEROKEE
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US271
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CHEROKEE STREET (PCT2)
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GREGG COUNTY, TEXAS
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COVER
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CONSTRUCTION NOTES
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CHEROKEE STREET STA. 0+00 TO 14+00
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CHEROKEE STREET STA. 14+00 TO 28+00
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CHEROKEE STREET STA. 28+00 TO 35+00
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CHEROKEE STREET STA. 35+00 TO 56+25
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ROAD REPAIR PROJECT
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BID# 2025-26
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OF SHEETS
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SHEET
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GREGG-25-06
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JOB NO. :
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AUGUST 2025
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SCALE :
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DATE :
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CHECKED BY :
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FROM CITY LIMITS TO END AT GATE
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CHEROKEE STREET (PCT2)
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GREGG COUNTY, TEXAS
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ROAD REPAIR PROJECT
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BID# 2025-26
AutoCAD SHX Text GENERAL NOTES STREET IMPROVEMENTS ARE TO BE CONDUCTED IN THE FOLLOWING MANNER: 1. CONTRACTOR AND CITY REPRESENTATIVE WILL CONDUCT AN INSPECTION OF EACH STREET TO BE SURFACED. CONTRACTOR AND CITY REPRESENTATIVE WILL CONDUCT AN INSPECTION OF EACH STREET TO BE SURFACED. 2. EACH FAILURE OF BASE OR ASPHALT PAVING WILL BE MARKED. EACH FAILURE OF BASE OR ASPHALT PAVING WILL BE MARKED. 3. CONTRACTOR SHALL ACCOMPLISH ALL NEEDED REPAIRS WITH HOT-MIX ASPHALT, PREPARATORY TO SURFACING OF STREET. CONTRACTOR SHALL ACCOMPLISH ALL NEEDED REPAIRS WITH HOT-MIX ASPHALT, PREPARATORY TO SURFACING OF STREET. 4. CONTRACTOR WILL COORDINATE ALL OPERATIONS WITH COUNTY COORDINATOR IN ORDER TO FACILITATE TRAFFIC AND LESSEN CONTRACTOR WILL COORDINATE ALL OPERATIONS WITH COUNTY COORDINATOR IN ORDER TO FACILITATE TRAFFIC AND LESSEN INCONVENIENCE TO THE PUBLIC. 5. CONTRACTOR WILL PLACE BARRICADES, WARNING SIGNS OR USE FLAGMEN IN ACCORDANCE WITH THE TEXAS MANUAL OF CONTRACTOR WILL PLACE BARRICADES, WARNING SIGNS OR USE FLAGMEN IN ACCORDANCE WITH THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES TO CONTROL TRAFFIC DURING CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL ADHERE TO "TXDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, CONTRACTOR SHALL ADHERE TO "TXDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS AND BRIDGES", AS PUBLISHED IN 2014 OR LATER, FOR ALL SURFACE TREATMENTS OF EXISTING ASPHALT PAVED CITY STREETS. CONTRACTOR'S ATTENTION IS SPECIFICALLY DIRECTED TO THE FOLLOWING: ITEM DESCRIPTION DESCRIPTION 210 ROLLING (PNEUMATIC TIRE) ROLLING (PNEUMATIC TIRE) 300 ASPHALTS, OILS AND EMULSIONS ASPHALTS, OILS AND EMULSIONS 316 SEAL COAT SEAL COAT 341 DENSE-GRADED HOT-MIX ASPHALT (SMALL QUANTITY) DENSE-GRADED HOT-MIX ASPHALT (SMALL QUANTITY) 502 BARRICADES, SIGNS AND TRAFFIC HANDLING BARRICADES, SIGNS AND TRAFFIC HANDLING 7. CONTRACTOR WILL BROOM EACH STREET PRIOR TO SEAL COAT. EXCESS MATERIAL WILL BE BROOMED TO ROAD SHOULDERS CONTRACTOR WILL BROOM EACH STREET PRIOR TO SEAL COAT. EXCESS MATERIAL WILL BE BROOMED TO ROAD SHOULDERS ON UN-CURBED STREETS. EXCESS WILL BE BROOMED TO GUTTERS OF CURBED STREETS, LOADED AND HAULED OFFSITE. A SECOND BROOMING WILL BE REQUIRED IF NECESSARY. 8. INTERSECTIONS OF STREETS WILL BE PAVED TO EXTENT SHOWN. INTERSECTIONS OF STREETS WILL BE PAVED TO EXTENT SHOWN. 9. SPALLING OR TRAFFIC DAMAGED SURFACES WILL BE CORRECTED PRIOR TO FINAL INSPECTIONS AND STREET ACCEPTANCE. SPALLING OR TRAFFIC DAMAGED SURFACES WILL BE CORRECTED PRIOR TO FINAL INSPECTIONS AND STREET ACCEPTANCE. 10. STREETS TO RECEIVE TREATMENT ARE CONTAINED IN THESE DOCUMENTS. ACTUAL MEASUREMENTS OF EACH SECTION TO STREETS TO RECEIVE TREATMENT ARE CONTAINED IN THESE DOCUMENTS. ACTUAL MEASUREMENTS OF EACH SECTION TO RECEIVE TREATMENT HAVE BEEN MADE AND ARE INCLUDED IN THE TECHNICAL SPECIFICATIONS. 11. ALL EXISTING BRIDGE RAILS, CURBS, AND OTHER EXPOSED CONCRETE SURFACES WITHIN THE LIMITS OF THESE PROJECTS ALL EXISTING BRIDGE RAILS, CURBS, AND OTHER EXPOSED CONCRETE SURFACES WITHIN THE LIMITS OF THESE PROJECTS SHALL BE PROTECTED AS MUCH AS PRACTICAL FROM ASPHALTIC MATERIALS BY ANY METHOD THAT IS ACCEPTABLE BY THE ENGINEER. ANY EXCESSIVE ASPHALTIC MATERIALS DEPOSITED ON THESE SURFACES SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 12. NECESSARY EDGE WORK AND REMOVAL OF VEGETATION FROM PAVEMENT EDGES (INCLUDING INTERSECTIONS) TO GIVE A NECESSARY EDGE WORK AND REMOVAL OF VEGETATION FROM PAVEMENT EDGES (INCLUDING INTERSECTIONS) TO GIVE A UNIFORM WIDTH TO SURFACING WILL BE DONE BY THE CONTRACTOR AHEAD OF THE WORK. ANY INCIDENTAL VEGETATION, DIRT, OR DEBRIS THAT ACCUMULATES AFTER THE MAINTENANCE WORK HAS BEEN PERFORMED WILL BE REMOVED BY THE CONTRACTOR PRIOR TO THE TREATMENT. THE ITEMS WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY. PAVEMENT WILL BE BROOMED CLEAN PRIOR TO APPLICATION OF SURFACE TREATMENT. ALL VEGETATION OVERLAPPING EDGE OF PAVEMENT OR IN CRACKS SHALL BE REMOVED BY BURNING OR APPLICATION OF CHEMICAL AGENT. 13. DURING APPLICATION OF THE OVERLAY, IF EXISTING CONDITIONS WARRANT, THE LANE WIDTHS, TRANSITIONS, AND INTERSECTION DURING APPLICATION OF THE OVERLAY, IF EXISTING CONDITIONS WARRANT, THE LANE WIDTHS, TRANSITIONS, AND INTERSECTION AREAS MAY BE VARIED AS DIRECTED BY THE OWNER. 14. NO ASPHALT SHALL BE APPLIED LATER THAN ONE (1) HOUR BEFORE SUNSET UNLESS OTHERWISE APPROVED BY THE OWNER. NO ASPHALT SHALL BE APPLIED LATER THAN ONE (1) HOUR BEFORE SUNSET UNLESS OTHERWISE APPROVED BY THE OWNER. NO WORK ON MAJOR THOROUGHFARES MAY COMMENCE BEFORE 9:00 A.M. NO STREET MAY BE BLOCKED 100% AT ANY TIME. 15. THE CONTRACTOR WILL BE REQUIRED TO ADJUST ALL MANHOLE COVERS, CLEAN OUTS, AND WATER VALVE COVERS BEFORE THE CONTRACTOR WILL BE REQUIRED TO ADJUST ALL MANHOLE COVERS, CLEAN OUTS, AND WATER VALVE COVERS BEFORE PLACEMENT OF THE ASPHALT APPLICATION. THE CONTRACTOR WILL BE REQUIRED TO REMOVE SUCH COVERING AFTER APPLICATION HAS BEEN MADE. 16. THE CONTRACTOR WILL BE REQUIRED TO SURFACE ALL RADII, IF CONDITIONS WARRANT, UNLESS OTHERWISE APPROVED BY THE CONTRACTOR WILL BE REQUIRED TO SURFACE ALL RADII, IF CONDITIONS WARRANT, UNLESS OTHERWISE APPROVED BY THE OWNER. 17. THE CONTRACTOR WILL BE REQUIRED TO ROUGH CLEAN UP ALL DIRT AND VEGETATION PILES, AND LOOSE MATERIAL WITHIN A THE CONTRACTOR WILL BE REQUIRED TO ROUGH CLEAN UP ALL DIRT AND VEGETATION PILES, AND LOOSE MATERIAL WITHIN A TWO-DAY PERIOD, ACCUMULATED PRIOR TO AND AFTER THE OPERATION OF EACH STREET IS COMPLETED. IF CLEAN UP IS NOT SATISFACTORILY COMPLETED, NOTICE TO PROCEED TO NEXT STREET WILL NOT BE GIVEN. FINAL CLEAN UP TO BE MADE PRIOR TO COMPLETION OF JOB. THE ITEMS WILL NOT BE PAID DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY. 18. CONTRACTOR WILL BE REQUIRED TO PROVIDE BUTT JOINT AT THE BEGINNING AND END OF ALL OVERLAYS. CONTRACTOR WILL BE REQUIRED TO PROVIDE BUTT JOINT AT THE BEGINNING AND END OF ALL OVERLAYS. 19. EXCESS ROCK SHALL BE BROADCAST TO SHOULDER AND SPREAD UNIFORMLY WITH IN 2'. EXCESS ROCK SHALL BE BROADCAST TO SHOULDER AND SPREAD UNIFORMLY WITH IN 2'. 20. CONTRACTOR SHALL TRANSITION ALL STREET CROWNS TO MATCH EXISTING PAVEMENT AT TIE IN.CONTRACTOR SHALL TRANSITION ALL STREET CROWNS TO MATCH EXISTING PAVEMENT AT TIE IN.
AutoCAD SHX Text THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATION OPERATIONS, AND IF ANY EXISTING UTILITIES ARE DAMAGED, THEY SHALL BE REPAIRED IMMEDIATELY AT NO COST TO THE OWNER. THE CONTRACTOR IS TO BE AWARE THAT IF ANY EXISTING UTILITIES ARE SHOWN ON THE PLANS THEY ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY AND THAT THE EXISTING UTILITIES SHOWN REPRESENT ONLY A DILIGENT EFFORT TO SHOW THE APPROXIMATE LOCATION OF SOME APPROXIMATE LOCATION OF SOME LOCATION OF SOME SOME OF THE UTILITIES.
AutoCAD SHX Text THE CONTRACTOR IS PUT ON NOTICE THAT THERE ARE NUMEROUS UNDERGROUND UTILITIES IN THE LINE OF WORK, INCLUDING WATER, SEWER, GAS, TELEPHONE AND ELECTRIC. THERE MAY BE OTHER UTILITIES INCLUDING CABLE TELEVISION, TELECOMMUNICATIONS AND OTHERS. SOME OF THESE UTILITIES MAY BE ABANDONED, WHILE MANY ARE ACTIVE.
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NOTICE TO CONTRACTOR:
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GENERAL NOTES
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
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CONC. DR.
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CONC. DR.
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ASPH. DR.
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30" RCP
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24" RCP
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ASPH. DR.
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ASPH. DR.
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OIL DR.
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OIL DR.
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OIL DR.
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APPROX. CITY LIMITS
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HOUSE
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HOUSE
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HOUSE
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HOUSE
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HOUSE
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HOUSE
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GRAVEL DR.
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WV
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WV
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GRAVEL DR.
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OIL DR.
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CONC. DR.
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HOUSE
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OF SHEETS
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SHEET
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GREGG-25-06
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JOB NO. :
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AUGUST 2025
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SCALE :
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DATE :
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CHECKED BY :
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FROM CITY LIMITS TO END AT GATE
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CHEROKEE STREET (PCT2)
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GREGG COUNTY, TEXAS
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ROAD REPAIR PROJECT
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BID# 2025-26
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STA. 0+00 TO 14+00
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CHEROKEE STREET
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PAPER OVER WATER VALVE
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PAPER OVER WATER VALVE
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FURNISH & INSTALL 1,866 S.Y. OF TWO COURSES OF SEAL COAT TXDOT ITEM 316
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FURNISH & INSTALL 1,866 S.Y. OF TWO COURSES OF SEAL COAT TXDOT ITEM 316
AutoCAD SHX Text PULVERMIX, RESHAPE, STABILIZE EXISTING SURFACE AND BASE w/ 3% CEMENT BY VOLUME & COMPACT (APPROX. 50 S.Y.) TO A DEPTH OF 8" MINIMUM.
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ASPH. DR
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ASPH. DR
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ANNIVERSARY DR.
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POTHOLE
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MH
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POTHOLE
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POTHOLE
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OIL DR.
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POTHOLES
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POTHOLE
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POTHOLES
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POTHOLES
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HOUSE
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HOUSE
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OIL DR
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POTHOLE
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POTHOLE
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POTHOLE
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RIVER OAKS
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MID VALLEY PIPELINE
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HOUSE
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OF SHEETS
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SHEET
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GREGG-25-06
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AUGUST 2025
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FROM CITY LIMITS TO END AT GATE
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CHEROKEE STREET (PCT2)
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GREGG COUNTY, TEXAS
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ROAD REPAIR PROJECT
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BID# 2025-26
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STA. 14+00 TO 28+00
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CHEROKEE STREET
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PAPER OVER MANHOLE
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FURNISH & INSTALL 1,866 S.Y. OF TWO COURSES OF SEAL COAT TXDOT ITEM 316
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FURNISH & INSTALL 1,866 S.Y. OF TWO COURSES OF SEAL COAT TXDOT ITEM 316
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8" TYPE "C" HMAC
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EXISTING
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VARIES
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ASPHALT
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NEATLY EXCAVATE WALLS & FLOOR
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OF PATCH. PRIME WALLS & FLOOR.
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%%UTYPICAL STANDARD 8" PATCH
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SAW CUT
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JOINTS
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AutoCAD SHX Text PULVERMIX, RESHAPE, STABILIZE EXISTING SURFACE AND BASE w/ 3% CEMENT BY VOLUME & COMPACT (APPROX. 600 S.Y.) TO A DEPTH OF 8" MINIMUM.
PULVERMIX, RESHAPE, STABILIZE EXISTING SURFACE AND BASE w/ 3% CEMENT BY VOLUME & COMPACT (APPROX. 338 S.Y.) TO A DEPTH OF 8" MINIMUM.
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GRAVEL DR.
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FAULCONER PIPELINE
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STEPHANIE ST.
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TRI STATE ETX PIPELINE
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ASPHALT/OIL MIX
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OIL DR.
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GRAVEL DR.
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CONC. DR
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HOUSE
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HOUSE
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POTHOLE
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GRAVEL DR.
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OF SHEETS
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CHECKED BY :
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FROM CITY LIMITS TO END AT GATE
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CHEROKEE STREET (PCT2)
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GREGG COUNTY, TEXAS
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ROAD REPAIR PROJECT
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BID# 2025-26
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STA. 28+00 TO 35+00
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CHEROKEE STREET
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MATCH LINE - SEE ABOVE
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MATCH LINE - SEE BELOW
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FURNISH & INSTALL 1,936 S.Y. OF TWO COURSES OF SEAL COAT TXDOT ITEM 316
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FURNISH & INSTALL 1,866 S.Y. OF TWO COURSES OF SEAL COAT TXDOT ITEM 316
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AutoCAD SHX Text PULVERMIX, RESHAPE, STABILIZE EXISTING SURFACE AND BASE w/ 3% CEMENT BY VOLUME & COMPACT (APPROX. 622 S.Y.) TO A DEPTH OF 8" MINIMUM.
AutoCAD SHX Text PULVERMIX, RESHAPE, STABILIZE EXISTING SURFACE AND BASE w/ 3% CEMENT BY VOLUME & COMPACT (APPROX. 620 S.Y.) TO A DEPTH OF 8" MINIMUM.
AutoCAD SHX Text PULVERMIX, RESHAPE, STABILIZE EXISTING SURFACE AND BASE w/ 3% CEMENT BY VOLUME & COMPACT (APPROX. 294 S.Y.) TO A DEPTH OF 8" MINIMUM.
PULVERMIX, RESHAPE, STABILIZE EXISTING SURFACE AND BASE w/ 3% CEMENT BY VOLUME & COMPACT (APPROX. 391 S.Y.) TO A DEPTH OF 8" MINIMUM.
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
49+00 50+00 51+00 52+00 53+00 54+00
55+00
56+00 56+25
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AutoCAD SHX Text 3' X 3'
AutoCAD SHX Text
POTHOLE
AutoCAD SHX Text 3' X 3'
AutoCAD SHX Text
POTHOLE
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(2) 2' X 2'
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POTHOLE
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CHEROKEE STREET
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OIL ROAD
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48" RCP
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OIL ROAD
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CHEROKEE STREET
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ETHAN PROPANE PIPELINE
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PERMIAN EXPRESS PIPELINE
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ATMOS PIPELINE
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MOMENTUM PIPELINE
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FAULCONER ENGERY
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FAULCONER ENGERY
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MONENTUM PIPELINE
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GATE
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OF SHEETS
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SHEET
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GREGG-25-06
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JOB NO. :
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AUGUST 2025
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SCALE :
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DATE :
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AutoCAD SHX Text K.W.M.
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CHECKED BY :
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DRAWN BY :
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FROM CITY LIMITS TO END AT GATE
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CHEROKEE STREET (PCT2)
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GREGG COUNTY, TEXAS
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ROAD REPAIR PROJECT
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BID# 2025-26
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AutoCAD SHX Text 1" = 50'
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STA. 35+00 TO 56+25
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CHEROKEE STREET
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MATCH LINE - SEE ABOVE
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MATCH LINE - SEE BELOW
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MATCH LINE - SEE SHEET 55
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FURNISH & INSTALL 1,866 S.Y. OF TWO COURSES OF SEAL COAT TXDOT ITEM 316
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FURNISH & INSTALL 1,933 S.Y. OF TWO COURSES OF SEAL COAT TXDOT ITEM 316
AutoCAD SHX Text FURNISH & INSTALL 60 L.F. OF 24" HDPE CULVERT AND GRADE TO DRAIN (24" HDPE FURNISHED BY OTHERS.)
AutoCAD SHX Text 24'
AutoCAD SHX Text 24'
AutoCAD SHX Text PULVERMIX, RESHAPE, STABILIZE EXISTING SURFACE AND BASE w/ 3% CEMENT BY VOLUME & COMPACT (APPROX. 498 S.Y.) TO A DEPTH OF 8" MINIMUM.
AutoCAD SHX Text PULVERMIX, RESHAPE, STABILIZE EXISTING SURFACE AND BASE w/ 3% CEMENT BY VOLUME & COMPACT (APPROX. 144 S.Y.) TO A DEPTH OF 8" MINIMUM.
AutoCAD SHX Text PULVERMIX, RESHAPE, STABILIZE EXISTING SURFACE AND BASE w/ 3% CEMENT BY VOLUME & COMPACT (APPROX. 1,933 S.Y.) TO A DEPTH OF 8" MINIMUM.
AutoCAD SHX Text FURNISH & INSTALL CONCRETE COLLAR ON EXISTING 48" RCP @ 4TH JOINT (SEE DETAIL THIS SHEET)
AutoCAD SHX Text 12"
AutoCAD SHX Text
#4 BARS @12" O.C.E.W. (2 MATS)
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12" MIN.
AutoCAD SHX Text 15"
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UNDISTURBED SOIL
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CONCRETE
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%%UCONCRETE COLLAR DETAIL
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ELEVATION
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SECTION
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12" MIN.
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(TYP. ALL SIDES)
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MIN.
MIN.
| Sheets and Views |
| 1 COVER |
| 2 CONSTRUCTION NOTES |
| 3 CHEROKEE STREET STA. 0+00 TO 14+00 |
| 4 CHEROKEE STREET STA. 14+00 TO 28+00 |
| 5 CHEROKEE STREET STA. 28+00 TO 35+00 |
| 6 CHEROKEE STREET STA. 35+00 TO 56+25 |
File details come from the government source that posted it. Updated .