Plan Set - Roadway Improvement Project - 2024 Rev 4-3-24.pdf

PDF 7 MB Posted Mar 14, 2024

Attached to: Roadway Improvement Project - 2024 State and local contract opportunity
Solicitation number: PS-24-004
Issued by: Larimer County, Colorado

About this file

Written by GovTribe AI · Jul 3, 2025

This document is a comprehensive plan set for the 2024 Roadway Improvement Project for the Town of Windsor, Colorado, covering multiple street rehabilitation efforts. The project involves milling and overlaying approximately 82,000 square yards of roadway across several streets, including Highland Meadows Parkway, Diamond Valley Drive, Lookout Drive/Court, High Plains Court, Longs Peak Circle, Pine Drive, Locust Street, and 2nd Street. The work will involve different pavement treatment approaches, including 2-inch overlay, full depth reclamation, and varying asphalt performance grades (PG 64-22 and PG 64-28) depending on the specific street section. Construction notes indicate the project will require careful coordination with local businesses and residents, with specific timing constraints such as working around school schedules and maintaining access to critical areas.

The project is designed with detailed technical specifications for roadway rehabilitation, including precise milling depths, overlay techniques, and careful attention to existing curb, gutter, and sidewalk interfaces. Performance grades for asphalt are strategically selected based on anticipated traffic and environmental conditions, with some sections using PG 64-22 and others using PG 64-28. The town has specified specific requirements for subgrade preparation, including potential cement treatment and layered asphalt applications. The project appears to be funded through municipal infrastructure improvement budgets, with a focus on maintaining and upgrading existing road infrastructure to extend pavement life and improve overall transportation network quality.

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Other files attached to Roadway Improvement Project - 2024, newest first.
File	Type	Posted
Bid Schedule - Roadway Improvement Project - 2024.xlsx	XLSX spreadsheet	Mar 14, 2024
Bid Schedule - Roadway Improvement Project - 2024 Rev 4-3-24.pdf	PDF	Mar 14, 2024
Project Manual - Roadway Improvement Project - 2024.pdf	PDF	Mar 14, 2024
Plan Set - Roadway Improvement Project - 2024.pdf	PDF	Mar 14, 2024
Q&A Document 1.pdf	PDF	Mar 14, 2024

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SHEET

OF 29 SHEETS

ROADWAY IMPROVEMENT PROJECT - 2024

2ND STREET, DIAMOND VALLEY DRIVE, HIGHLAND MEADOWS PARKWAY, HIGH PLAINS COURT,

LOCUST STREET, LONGS PEAK CIRCLE, LOOKOUT DRIVE/COURT, PINE DRIVE, & RIDGE WEST DRIVE (ENT.)

W E

VICINITY MAP - STATE

N.T.S.

W E

PROJECT LOCATION MAP - WINDSOR

N.T.S.

Town of Windsor 301 Walnut Street

Windsor, CO 80550

(970) 674-2400

INDEX TO DRAWINGS

1 COVER SHEET

2 CONSTRUCTION NOTES

3 - 20 ROADWAY IMPROVEMENTS

3 - 4 HIGHLAND MEADOWS PARKWAY

5 - 7 LOOKOUT DRIVE

7 LOOKOUT COURT, HIGH PLAINS COURT, & RIDGE WEST DRIVE (ENT.)

8 - 11 LONGS PEAK CIRCLE

12 PINE DRIVE

13 - 15 LOCUST STREET

16 - 17 2ND STREET

18 - 20 DIAMOND VALLEY DRIVE

21 - 28 STRIPING

21 - 22 HIGHLAND MEADOWS PARKWAY

23 RIDGE WEST DRIVE (ENT.), LOOKOUT DRIVE, & PINE DRIVE

24 LOCUST STREET & 2ND STREET

25 2ND STREET

26 - 28 DIAMOND VALLEY DRIVE

29 DETAIL DRAWINGS

February 9, 2023 Town Project No. 23-004

2ND STREET

LONGS PEAK CIRCLE

HIGHLAND MEADOWS PARKWY

LOCUST STREET

LOOKOUT DRIVE/COURT, RIDGE WEST

DRIVE (ENT.), & HIGH PLAINS COURT DIAMOND VALLEY DRIVE

PINE DRIVE

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GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THESE CONSTRUCTION DOCUMENTS AND THE TOWN OF WINDSOR'S DESIGN CRITERIA AND CONSTRUCTION SPECIFICATIONS - DIVISION I - STREETS, WHICH GOVERN THE CONSTRUCTION OF PUBLIC IMPROVEMENTS. IN CASE

OF CONFLICT, THE MORE RESTRICTIVE STANDARD/SPECIFICATION SHALL PREVAIL.

2. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED SET OF PLANS AND PERMITS ON-SITE AT ALL TIMES. PERMITS INCLUDE, BUT ARE NOT LIMITED TO, TRAFFIC CONTROL PLANS, CONSTRUCTION DEWATERING AND DISCHARGE PERMITS.

3. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE RIGHTS OF WAY SHOWN ON THE PLANS AND ANY TEMPORARY CONSTRUCTION

EASEMENTS.

4. THE CONTRACTOR SHALL PERFORM ALL WORK ACCORDING TO ALL TOWN, COUNTY, STATE, AND FEDERAL SAFETY AND HEALTH

REGULATIONS.

5. NO WORK MAY COMMENCE WITHIN ANY PUBLIC RIGHT OF WAY, ON ANY STREETS, STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM, OR ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, UNTIL THE CONTRACTOR NOTIFIES THE TOWN PROJECT MANAGER, MR. CURTIS TEMPLEMAN, P.E. AT (970) 674-2413 A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OF WORK. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK.

6. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED ENTITIES' UTILITIES (I.E. TOWN OF WINDSOR, ETC.) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE UTILITY REPRESENTATIVE. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR "STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY." FOR INFORMATION CONTACT THE COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, WQCD-PE-B2, 4300 CHERRY DRIVE SOUTH, DENVER, COLORADO, 80222-1530. ATTENTION: PERMITS AND ENFORCEMENT SECTION. PHONE (303) 692-3590.

7. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. ANY COST INCURRED TO LOCATE UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY.

8. EXISTING FENCES, TREES, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, MAIL BOXES, STRUCTURES, SIGNS AND OTHER MISCELLANEOUS IMPROVEMENTS DESTROYED, DAMAGED, OR REMOVED DUE TO CONSTRUCTION OF THE PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS.

9. ALL DISTURBED SOIL, ON- OR OFF-SITE AND RELATED TO WORK AT THIS PROJECT SITE, IS REQUIRED TO BE PROTECTED FROM WIND AND STORM WATER EROSION. TO MITIGATE EROSION, THE CONTRACTOR SHALL USE STANDARD EROSION CONTROL TECHNIQUES DESCRIBED IN "A GUIDE FOR EROSION AND SEDIMENT CONTROL IN URBANIZING AREAS OF COLORADO" AS PUBLISHED BY THE

NATURAL RESOURCES CONSERVATION SERVICES, U.S. DEPARTMENT OF AGRICULTURE.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ON THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE TOWN PROJECT MANAGER.

11. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN FOR ANY CONSTRUCTION ACTIVITIES THAT MAY AFFECT TRAFFIC FLOW. ALL TRAFFIC CONTROL DEVICES, STRIPING AND SIGNING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE PROJECT MANAGER PRIOR TO THE START OF

CONSTRUCTION.

12. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED BEFORE CONSTRUCTION, AND TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS.

13. THE CONTRACTOR SHALL MAINTAIN ONE (1) SET OF "REDLINED" PRINTS OF THE CONSTRUCTION PLANS. THE "REDLINED" PRINTS SHALL BE KEPT CURRENT TO ACCURATELY REPRESENT THE DIMENSIONS AND LOCATIONS OF ALL WORK PERFORMED BY THE CONTRACTOR. PRIOR TO FINAL PAYMENT, THE CONTRACTOR MUST PRESENT THE "REDLINED" PRINTS TO THE TOWN FOR PREPARATION OF A SET OF REPRODUCIBLE "RECORD DRAWINGS" WHICH SHALL BE SUBMITTED TO THE TOWN PRIOR TO

CONSTRUCTION ACCEPTANCE OF THE PROJECT BY THE TOWN.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL APPLICABLE PERMITS, INCLUDING CDOT PERMIT(S) AND OTHERS NOT

SPECIFICALLY REQUIRED BY THE TOWN OF WINDSOR.

15. AFTER ACCEPTANCE BY THE TOWN, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF TWO YEARS FROM THE DATE OF FINAL ACCEPTANCE.

16. ALL PROPERTY PINS, INTERSECTION MONUMENTS, AND ALIQUOT SECTION CORNERS DISTURBED DURING CONSTRUCTION MUST BE

REFERENCED AND REPLACED UNDER THE SUPERVISION OF A COLORADO LICENSED SURVEYOR.

17. ALL CONSTRUCTION LAYOUT SHALL BE PERFORMED UNDER THE SUPERVISION OF A TOWN APPROVED COLORADO PROFESSIONAL

LAND SURVEYOR.

18. LANDSCAPING WORK WILL CONSIST OF REPAIRING NON-GRASS AREAS WITH LIKE MATERIALS AND FABRIC; GRASS AREAS WILL BE REPLACED WITH LIGHTLY COMPACTED TOP SOIL LEFT 14" TO 12" BELOW THE TOP OF THE ROADWAY SURFACE THEN SEEDED USING A BLUE GRASS SEED MIXTURE. ALL WORK SHALL BE COMPLETED WITHIN TEN (10) WORKING DAYS OF ASPHALT PLACEMENT.

19. ANY AND ALL UTILITY CROSSINGS ARE INCIDENTAL TO THE PAY ITEM THAT IS CROSSING AN EXISTING UTILITY.

20. INSTALL EROSION CONTROL DEVICES AND STORM INLET PROTECT AT ALL INLETS/OUTLETS DOWN STREAM OF THE MILLING, RECONSTRUCTION , AND/OR PAVING AREAS. REMOVAL OF SUCH DEVICES CAN BE DONE ONLY AFTER THE WORK IS COMPLETED AND

THE STREET IS SWEPT BY MECHANICAL SWEEPERS.

21. ALL SIGNAGE LOCATIONS MUST BE PRE-APPROVED BY THE TOWN PRIOR TO THE INSTALLATION OF THE SIGNAGE. INSTALLATION OF THE SIGNAGE SHALL MEET THE MUTCD STANDARDS AND TOWN'S DETAIL AND STANDARDS & SPECIFICATIONS. THE SINGAGE COLOR, SHAPE, AND SIZE SHALL MEET THE MUTCD STANDARDS, SIZES SHALL BE THE TYPICAL SIZE, NO SPECIAL SIZES WILL BE NEEDED.

ASPHALT CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL NOTIFY THE TOWN PROJECT MANAGER MR. CURTIS TEMPLEMAN, P.E. AT 970-674-2413 AND AFFECTED

PROPERTY OWNERS AND PLACE "NO PARKING" SIGNS IN THE VICINITY OF THE WORK A MINIMUM OF 48 HOURS PRIOR TO THE START OF THE WORK. IF THE TOWN OR PROPERTY OWNER(S) ARE NOT NOTIFIED, THE WORK SHALL NOT BEGIN.

2. PROVIDE TRAFFIC CONTROL SUPERVISOR, FLAGMEN, BARRICADES, WARNING SIGNS, AND WARNING LIGHTS FOR MOVEMENT OF TRAFFIC AND SAFETY AND TO CREATE THE LEAST INTERRUPTION OF WORK & TRAFFIC IN ACCORDANCE WITH MUTCD.

3. ALL UTILITY LOWERING MUST BE COVERED WITH TEMPORARY ASPHALT PATCHING. ALL OPEN HOLES SHALL BE PROTECTED BY TRAFFIC

CONTROL AT ALL TIMES AND SHALL NOT BE LEFT OPEN OVER NIGHT.

4. STRIPING SHALL BE COMPLETED WITHIN 5 WORKING DAYS OF FINAL OVERLAY. IF THE CENTERLINE AND/OR CENTER LANE LINES ARE ABOLISHED, TEMPORARY STRIPING SHALL BE PLACE IMMEDIATELY FOLLOWING THE MILLING OPERATION, LEVELING COURSE, AND/OR OVERLAY. IF TEMPORARY STRIPING TABS ARE USED, THE TABS SHALL BE REMOVED PRIOR TO THE PLACEMENT OF THE FINAL STRIPING.

5. THE CONTRACTOR SHALL PLACE MESSAGE BOARDS ONE WEEK PRIOR TO ANY WORK AND REMAIN UPDATED TO NOTIFY MOTORISTS UNTIL COMPLETION OF THE OVERLAY PROJECT. THE TOWN HAS 2 MESSAGE BOARDS AVAILABLE, IF ADDITIONAL MESSAGE BOARDS ARE NEEDED, THE CONTRACTOR SHALL PROVIDE THE MESSAGE BOARDS AT THEIR EXPENSE. HIGHLAND MEADOWS PARKWAY & DIAMOND

VALLEY DRIVE WILL REQUIRE MESSAGE BOARDS.

6. WORK ON DIAMOND VALLEY DRIVE WILL REQUIRE WORKING WITH FUTURE LEGENDS TO MINIMIZE IMPACT TO THEIR FACILITY, WORK WILL NOT START UNTIL A DETAILED PLAN IS IN PLACE WITH FUTURE LEGENDS. WORK MAY HAVE TO BE CONDUCTED SUCH THAT DIAMOND

VALLEY DRIVE IS OPEN AT ALL TIMES.

6. WORK ON HIGHLAND MEADOWS PARKWAY SHALL BE PHASED TO MAINTAIN ACCESS TO PROMONTORY CIRCLE, TILLER COURT, SPYGLASS POINT, AND THE HIGHLAND MEADOWS BUSINESS PARK. DAILY CLOSURES WILL BE ACCEPTABLE, RESIDENTS ON THE AFFECTED STREET(S) SHALL BE NOTIFIED BY THE CONTRACTOR A MINIMUM OF 48 HOURS PRIOR TO THE CLOSURE AND RESIDENTS WILL BE ALLOWED TO PARK ON HIGHLAND MEADOWS PARKWAY. PHASING PLANS SHALL BE REVIEWED BY THE TOWN. THE RESIDENTS SHALL BE NOTIFIED A MINIMUM OF 1 WEEK PRIOR TO THE START OF THE WORK WITH THE APPROVED PHASING PLAN. ANY CHANGES SHALL BE PRE-APPROVED BY THE TOWN AND COMMUNICATED WITH THE RESIDENTS. PAVING ADJACENT TO THE BUSINESS PARK MAY NEED TO BE

CONDUCTED ON SUNDAY.

7. WORK IN THE DIAMOND VALLEY DRIVE AND PINE DRIVE AREAS WILL NEED TO BE COMPLETED AFTER THE LAST DAY OF SCHOOL (MAY 22, 2024) AND BEFORE THE FIRST DAY OF SCHOOL (AUGUST 14, 2024)

8. IF SUBGRADE STABILIZATION IS NECESSARY, THE SUBGRADE STABILIZATION PROCESS SHALL MEET CDOT SPEC. 307 - CEMENT TREATED

SUBGRADE

9. CONCRETE COLLARS WILL BE REQUIRED ON ALL MANHOLES AND VALVE BOXES FOR ALL UTILITIES AND SURVEY MONUMENTS

10. TEMPORARY FILLETS SHALL BE PLACED AT ALL TIE IN POINTS OR VERTICAL FACES AT ALL INTERSECTIONS. FILLETS SHALL HAVE A 20:1

SLOPE (EX: 2" VERTICAL FACE WILL HAVE A 40" WIDE FILLET).

11. ALL OVERLAY WORK WILL BE COMPLETED AFTER THE COMPLETION OF THE CONCRETE REPLACEMENT PROJECT. .

12. IF POSSIBLE, ALL STRIPING MUST BE CONDUCTED IN A FULL LANE CLOSURE, NO TRAFFIC WILL BE ALLOWED IN THE LANE TILL THE STRIPING IS DRY. AFTER HOUR STRIPING IS ALLOWABLE, BUT ONLY AFTER A LAYOUT REVIEW AND WALK-THROUGH IS CONDUCTED BY THE TOWN. LAYOUT AND LAY DOWN WILL NOT BE ALLOWED TO OCCUR ON THE SAME NIGHT. AMBIENT AND SURFACE TEMPERATURES

MUST MEET TOWN'S SPECIFICATIONS.

13. CONCRETE COLLARS SHALL BE DONE SYSTEMATICALLY AND BY THE APPROVAL OF THE PROJECT MANAGER. ALL OPEN HOLES MUST BE

PROTECT BY TRAFFIC CONTROL.

14. THE CONTRACTOR MAY REQUEST THE USE OF A LEVELING COURSE FOR THE FOLLOWING REASONS:

14.1. AREAS WHERE THE MILLING MACHINE PUNCHES THROUGH THIN SECTIONS OF ASPHALT. PAYMENT WILL BE ISSUED IF AND ONLY IF THE EXISTING ASPHALT THICKNESS HAS INEFFICIENT THICKNESS FOR A 1 12 INCH MILLING. IF THE TOWN FINDS THE MILLING

THICKNESS GREATER THAN 11

2 INCHES IN THESE AREAS, THE CONTRACTOR WILL BE RESPONSIBLE FOR THIS MATERIAL

14.2. ABRUPT CHANGES IN THE ASPHALT SURFACE DUE TO SETTLEMENT OR SEVERE CRACKING

15. THE TOWN MUST PRE-APPROVE ANY USE OF THE LEVELING LINE ITEM. PAYMENT WILL BE BASED ON LOAD TICKETS, IT IS THE

CONTRACTORS RESPONSIBILITY TO PRESENT THE LOAD TICKETS TO THE OWNER.

16. ASPHALT PERFORMANCE GRADES

16.1. PG 64-22: LOOKOUT DRIVE/COURT, HIGH PLAINS COURT, RIDGE WEST DRIVE (ENT.), LONGS PEAK CIRCLE, PINE DRIVE, LOCUST

STREET, 2ND STREET

16.2. PG 64-28: HIGHLAND MEADOWS DRIVE & DIAMOND VALLEY DRIVE

17. FULL CLOSURE STREETS (ROADS THAT CAN BE CLOSED TO THROUGH TRAFFIC, RESIDENTS MUST HAVE ACCESS BY 5:00 PM) ARE:

LOOKOUT DRIVE/COURT, HIGH PLAINS COURT, RIDGE WEST DRIVE (ENT.) LONGS PEAK CIRCLE, PINE DRIVE, LOCUST STREET, & 2ND STREET. STREETS ADJACENT TO ONE ANOTHER CAN NOT BE CLOSED AT THE SAME TIME, UNLESS APPROVED BY THE TOWN.

18. VALVE BOXES AND/OR MANHOLES THAT ARE MISSING AND/OR DAMAGED DURING LOWERING PROCESS, MILLING, PAVING, AND/OR

CONCRETE COLLAR INSTALLATION PROCESS MUST BE REPLACED AT THE CONTRACTOR EXPENSE.

19. ALL MILLINGS AND EXCESS CLEAN DIRT SHALL BE DELIVERED TO A TOWN SPECIFIED LOCATION: PUBLIC SERVICE FACILITY (922 N. 15TH STREET), TOWN'S NORTH CAMPUS (NORTH OF PUBLIC SERVICE FACILITY), OR THE WASTEWATER TREATMENT FACILITY (30502 HWY 257).

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ANNAPOLIS DRIVE

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LOOKOUT DRIVE

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MATCH LINE F (SEE ABOVE)

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MATCH LINE F (SEE BELOW)

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50.0 LF - TRANSITION MILL

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RIDGE WEST DRIVE

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MANHOLE

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WATER VALVE

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WATER VALVES

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MANHOLES

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O O

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O U

R T, H

H P

S C

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R T, R

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D R

(E N

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S E

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DRAWN BY: CTT

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SCALE: 1" = 30'

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DATE: 3/14/2024

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PROJECT: 24-004

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QUANTITIES

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AutoCAD SHX Text 919.9

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AutoCAD SHX Text 543.4

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MATCH LINE G (SEE SHT. 6 OF 29)

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LOOKOUT DRIVE

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25.0 LF - TRANSITION MILL

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2" UNIFORM MILL

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AutoCAD SHX Text 1,384.0

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AutoCAD SHX Text 753.9

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AutoCAD SHX Text 94.7

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COLORADO BLVD

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RIDGE WEST DRIVE

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RIDGE WEST DRIVE (ENT.)

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RIDGE WEST DRIVE

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HIGH PLAINS COURT

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COLORADO BLVD

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AutoCAD SHX Text 484.0

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AutoCAD SHX Text 272.2

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58.7 LF - TRANSITION MILL

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2" UNIFORM MILL & OVERLAY

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WATER VALVE

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MANHOLE

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MANHOLE

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DRAWN BY: CTT

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SCALE: 1" = 30'

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DATE: 3/14/2024

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PROJECT: 24-004

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AutoCAD SHX Text 979.0

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AutoCAD SHX Text 0.0

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MATCH LINE H (SEE BELOW)

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LONGS PEAK CIRCLE

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HAYSTACK DRIVE

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AutoCAD SHX Text 783.9

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AutoCAD SHX Text 188.0

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50.0 LF - TRANSITION MILL

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MATCH LINE H (SEE ABOVE)

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MATCH LINE I (SEE SHT. 9 OF 29)

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DATE: 3/14/2024

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PROJECT: 24-004

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LONGS PEAK CIRCLE

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16.7 LF - TRANSITION MILL

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AutoCAD SHX Text 989.0

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AutoCAD SHX Text 166.3

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MATCH LINE J (SEE ABOVE)

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18.9 LF - TRANSITION MILL

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AutoCAD SHX Text 970.3

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AutoCAD SHX Text 0.0

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0 20' 40'

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SCALE: 1" = 30'

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DATE: 3/14/2024

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PROJECT: 24-004

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MATCH LINE L (SEE BELOW)

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AutoCAD SHX Text 958.6

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AutoCAD SHX Text 0.0

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HATCH

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UNIT

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TAPER MILL

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AutoCAD SHX Text 962.8

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AutoCAD SHX Text 94.6

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SHAVANO DRIVE

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MATCH LINE K (SEE SHT. 9 OF 29)

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19.9 LF - TRANSITION MILL

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MATCH LINE L (SEE ABOVE)

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LONGS PEAK CIRCLE

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MATCH LINE M (SEE SHT. 11 OF 29)

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WATER VALVE

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DATE: 3/14/2024

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PROJECT: 24-004

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DESCRIPTION

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AutoCAD SHX Text 771.4

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AutoCAD SHX Text 191.1

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50.0 LF - TRANSITION MILL

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LONGS PEAK CIRCLE

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STEEPLECHASE DRIVE

MATCH LINE M (SEE SHT. 10 OF 29)

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E W

0 20' 40'NS

E W

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1000 STONE MTN DR

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SKYVIEW SCHOOL

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1000 STONE MTN DR

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SKYVIEW SCHOOL

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700 PINE DRIVE

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EVANGELICAL FREE CHURCH OF WINDSOR

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SCALE: 1" = 30'

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DATE: 3/14/2024

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PROJECT: 24-004

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QUANTITIES

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HATCH

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DESCRIPTION

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UNIT

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QUANTITY

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TAPER MILL

AutoCAD SHX Text

AutoCAD SHX Text 1,309.6

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TRANSITION MILL

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AutoCAD SHX Text 209.8

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2" UNIFORM MILL

AutoCAD SHX Text

AutoCAD SHX Text 282.8

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QUANTITIES

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HATCH

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DESCRIPTION

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UNIT

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QUANTITY

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TAPER MILL

AutoCAD SHX Text

AutoCAD SHX Text 1,308.8

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TRANSITION MILL

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AutoCAD SHX Text 209.3

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PINE DRIVE

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MATCH LINE N (SEE BELOW)

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PINE DRIVE

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MATCH LINE N (SEE ABOVE)

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50.0 LF - TRANSITION MILL

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MEDICINE MAN COURT

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11TH STREET

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STONE MOUNTAIN DRIVE

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2" UNIFORM MILL & OVERLAY

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10TH STREET

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WATER VALVE

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MANHOLE

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WATER VALVES

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WATER VALVES

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, C O

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0 20' 40'

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DATE: 3/14/2024

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PROJECT: 24-004

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TAPER MILL

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AutoCAD SHX Text 1,939.2

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AutoCAD SHX Text 0.0

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UNIT

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AutoCAD SHX Text 1,197.2

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AutoCAD SHX Text 677.4

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LOCUST STREET

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LOCUST STREET

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MATCH LINE O (SEE BELOW)

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MATCH LINE O (SEE ABOVE)

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MATCH LINE P (SEE SHT. 14 OF 29)

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50.0 LF - TRANSITION MILL

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7TH STREET

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6TH STREET

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50.0 LF - TRANSITION MILL

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50.0 LF - TRANSITION MILL

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5TH STREET

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WATER VALVES

SURVEY MONUMENT

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MAIN PARK

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MAIN PARK

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DATE: 3/14/2024

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PROJECT: 24-004

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AutoCAD SHX Text 1,939.2

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AutoCAD SHX Text 0.0

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DESCRIPTION

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UNIT

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TAPER MILL

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AutoCAD SHX Text 1,380.5

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AutoCAD SHX Text 449.9

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LOCUST STREET

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LOCUST STREET

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MATCH LINE Q (SEE BELOW)

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MATCH LINE Q (SEE ABOVE)

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MATCH LINE R (SEE SHT. 15 OF 29)

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50.0 LF - TRANSITION MILL

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4TH STREET

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3RD STREET

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50.0 LF - TRANSITION MILL

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50.0 LF - TRANSITION MILL

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MATCH LINE P (SEE SHT. 13 OF 29)

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20.0 LF - TRANSITION MILL

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AutoCAD SHX Text 1,785.3

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AutoCAD SHX Text 204.9

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50.0 LF - TRANSITION MILL

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50.0 LF - TRANSITION MILL

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UNIT

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TAPER MILL

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AutoCAD SHX Text 1,121.3

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AutoCAD SHX Text 466.2

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1ST STREET

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LOCUST STREET

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2ND STREET (SEE SHT. 16 OF 29)

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LOCUST STREET

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CHIMNEY PARK DRIVE

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50.0 LF - TRANSITION MILL

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MATCH LINE S (SEE BELOW)

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AutoCAD SHX Text 1,324.2

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AutoCAD SHX Text 623.6

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2" UNIFORM MILL

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AutoCAD SHX Text 615.3

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AutoCAD SHX Text 1,631.9

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AutoCAD SHX Text 312.4

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MATCH LINE T (SEE BELOW)

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2ND STREET

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CHESTNUT STREET

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MATCH LINE T (SEE ABOVE)

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2ND STREET

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OAK STREET

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LOCUST STREET (SEE SHT. 15 OF 29)

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25.0 LF - TRANSITION MILL

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AutoCAD SHX Text 1,657.0

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AutoCAD SHX Text 185.8

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2" UNIFORM MILL

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AutoCAD SHX Text 394.4

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2ND STREET

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MATCH LINE U (SEE SHT. 16 OF 29)

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50.0 LF - TRANSITION MILL

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2ND STREET

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ELM STREET

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WALNUT STREET

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2" UNIFORM MILL

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AutoCAD SHX Text 773.5

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MANHOLE

N o.

R ev is io ns

D at e:

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MATCH LINE W (SEE BELOW)

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EASTMAN PARK DRIVE

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DIAMOND VALLEY DRIVE

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AutoCAD SHX Text 185.8

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FULL DEPTH RECLAMATION

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DIAMOND VALLEY DRIVE

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JACKSON COURT

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OWLZ WAY

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QUANTITY

AutoCAD SHX Text

TAPER MILL

AutoCAD SHX Text

AutoCAD SHX Text 1,945.0

AutoCAD SHX Text

TRANSITION MILL

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

FULL DEPTH RECLAMATION

AutoCAD SHX Text

AutoCAD SHX Text 1,556.0

AutoCAD SHX Text

WATER VALVE

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MANHOLE

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WATER VALVES

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WATER VALVE

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WATER VALVES

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WATER VALVES

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WATER VALVE

WATER VALVES

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AutoCAD SHX Text Date:

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REVIEWED BY:

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DRAWN BY: CTT

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text

DATE: 3/14/2024

AutoCAD SHX Text

PROJECT: 24-004

AutoCAD SHX Text

ACADEMY COURT

AutoCAD SHX Text

25.0 LF - TRANSITION MILL

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

HATCH

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text

TAPER MILL

AutoCAD SHX Text

AutoCAD SHX Text 1,932.5

AutoCAD SHX Text

TRANSITION MILL

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

FULL DEPTH RECLAMATION

AutoCAD SHX Text

AutoCAD SHX Text 1,546.0

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

HATCH

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text

TAPER MILL

AutoCAD SHX Text

AutoCAD SHX Text 1,929.9

AutoCAD SHX Text

TRANSITION MILL

AutoCAD SHX Text

AutoCAD SHX Text 112.7

AutoCAD SHX Text

FULL DEPTH RECLAMATION

AutoCAD SHX Text

AutoCAD SHX Text 1,543.9

AutoCAD SHX Text

DIAMOND VALLEY DRIVE

AutoCAD SHX Text

DIAMOND VALLEY DRIVE

AutoCAD SHX Text

MATCH LINE Y (SEE BELOW)

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MATCH LINE Y (SEE ABOVE)

AutoCAD SHX Text

MATCH LINE Z (SEE SHT. 20 OF 29)

MATCH LINE X (SEE SHT. 18 OF 29)

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AutoCAD SHX Text By:

AutoCAD SHX Text Date:

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY: CTT

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text

DATE: 3/14/2024

AutoCAD SHX Text

PROJECT: 24-004

AutoCAD SHX Text

GARDEN DRIVE

AutoCAD SHX Text

50.0 LF - TRANSITION MILL

AutoCAD SHX Text

DIAMOND VALLEY DRIVE

AutoCAD SHX Text

MATCH LINE Z (SEE SHT. 19 OF 29)

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

HATCH

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text

TAPER MILL

AutoCAD SHX Text

AutoCAD SHX Text 862.2

AutoCAD SHX Text

TRANSITION MILL

AutoCAD SHX Text

AutoCAD SHX Text 266.2

AutoCAD SHX Text

FULL DEPTH RECLAMATION

AutoCAD SHX Text

823.1

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AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text No.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text By:

AutoCAD SHX Text Date:

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY: CTT

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text

DATE: 3/14/2024

AutoCAD SHX Text

PROJECT: 24-004

AutoCAD SHX Text

9 - 1' X 9' CROSSBARS

AutoCAD SHX Text

116.9 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

61.6 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

55.4 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

250.1 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

157.9 LF - 4" SINGLE YELLOW LINE

AutoCAD SHX Text

34.7 LF - 8" SINGLE WHITE LINE

AutoCAD SHX Text

55.3 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

249.9 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

544.8 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

108.2 LF - 4" SINGLE YELLOW LINE

AutoCAD SHX Text

ANNAPOLIS DRIVE

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GULFSTAR DRIVE

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HUNTER DRIVE

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PROMONTORY CIRCLE

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TILLER COURT

AutoCAD SHX Text

HIGHLAND MEADOWS PARKWAY

AutoCAD SHX Text

MATCH LINE AA (SEE BELOW)

AutoCAD SHX Text

MATCH LINE AA (SEE ABOVE)

AutoCAD SHX Text

MATCH LINE B (SEE SHT. 4 OF 29)

AutoCAD SHX Text

HIGHLAND MEADOWS PARKWAY

AutoCAD SHX Text

18.1 LF - 1' STOP BAR

AutoCAD SHX Text

59.0 LF - 8" SINGLE WHITE LINE

AutoCAD SHX Text

57.7 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

66.4 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

18.3 LF - 1' STOP BAR

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

116.9 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

56.7 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

138.9 LF - 4" SINGLE YELLOW LINE

AutoCAD SHX Text

276.0 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

36.0 LF - 8" SINGLE WHITE LINE

AutoCAD SHX Text

56.4 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

139.2 LF - 4" SINGLE YELLOW LINE

AutoCAD SHX Text

275.0 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

36.0 LF - 8" SINGLE WHITE LINE

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

40.0 LF - 8" SINGLE WHITE LINE

AutoCAD SHX Text

116.9 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

68.3 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

183.2 LF - 4" SINGLE YELLOW LINE

AutoCAD SHX Text

11.1 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

109.8 LF - 4" SINGLE YELLOW LINE

AutoCAD SHX Text

58.2 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

34.0 LF - 8" SINGLE WHITE LINE

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

11.1 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

LEFT TURN ARROW

ONLYONLY

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AutoCAD SHX Text S

AutoCAD SHX Text No.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text By:

AutoCAD SHX Text Date:

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY: CTT

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text

DATE: 3/14/2024

AutoCAD SHX Text

PROJECT: 24-004

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

58.0 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

78.9 LF - 8" SINGLE WHITE LINE

AutoCAD SHX Text

MATCH LINE CC (SEE BELOW)

AutoCAD SHX Text

MATCH LINE BB (SEE SHT. 21 OF 29)

AutoCAD SHX Text

STATE HWY 392

AutoCAD SHX Text

PROMONTORY CIRCLE

AutoCAD SHX Text

SPYGLASS POINT

AutoCAD SHX Text

HIGHLAND MEADOWS PARKWAY

AutoCAD SHX Text

MATCH LINE CC (SEE BELOW)

AutoCAD SHX Text

HIGHLAND MEADOWS PARKWAY

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

36.5 LF - 8" SINGLE WHITE LINE

AutoCAD SHX Text

315.9 LF - 4" SINGLE YELLOW LINE

AutoCAD SHX Text

466.8 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

11.6 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

6.7 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

6.6 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

376.5 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

11.5 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

288.5 LF - 4" SINGLE YELLOW LINE

AutoCAD SHX Text

87.9 LF - 4" SINGLE YELLOW LINE

AutoCAD SHX Text

241.7 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

HELMETED BICYCLIST

AutoCAD SHX Text

26.0 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

33.0 LF - 2' STOP BAR

AutoCAD SHX Text

SHARED LANE MARKING

AutoCAD SHX Text

SHARED LANE MARKING

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

LEFT TURN ARROW

AutoCAD SHX Text

"ONLY" SYMBOL

AutoCAD SHX Text

103.0 LF - 8" SINGLE WHITE LINE

AutoCAD SHX Text

67.6 LF - 8" SINGLE DASHED WHITE LINE (3' W/ 9' GAP)

AutoCAD SHX Text

55.5 LF - 4" SINGLE DASHED WHITE LINE (3' W/ 9' GAP)

234.6 LF - 4" SINGLE YELLOW LINE

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AutoCAD SHX Text W

AutoCAD SHX Text

1000 STONE MTN DR

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SKYVIEW SCHOOL

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AutoCAD SHX Text

1000 STONE MTN DR

AutoCAD SHX Text

SKYVIEW SCHOOL

AutoCAD SHX Text

700 PINE DRIVE

AutoCAD SHX Text

EVANGELICAL FREE CHURCH OF WINDSOR

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text No.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text By:

AutoCAD SHX Text Date:

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY: CTT

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text

DATE: 3/14/2024

AutoCAD SHX Text

PROJECT: 24-004

AutoCAD SHX Text

18.0 LF - 1' STOP BAR

AutoCAD SHX Text

88.5 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

441.0 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

7 - 1' X 9' CROSSBARS

AutoCAD SHX Text

7 - 1' X 9' CROSSBARS

AutoCAD SHX Text

88.5 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

215.4 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

357.7 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

441.0 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

436.0 LF - 4" SINGLE WHITE LINE

AutoCAD SHX Text

220.3 LF - 4" DOUBLE YELLOW LINE

AutoCAD SHX Text

PINE DRIVE

AutoCAD SHX Text

MATCH LINE DD (SEE BELOW)

AutoCAD SHX Text

MEDICINE MAN COURT

AutoCAD SHX Text

11TH STREET

AutoCAD SHX Text

STONE MOUNTAIN DRIVE

AutoCAD SHX Text

PINE DRIVE

AutoCAD SHX Text

MATCH LINE DD (SEE ABOVE)

AutoCAD SHX Text

10TH STREET

AutoCAD SHX Text

RIDGE WEST DRIVE (ENT.)

AutoCAD SHX Text

29.3 LF - 2' STOP BAR

AutoCAD SHX Text

COLORADO BLVD

AutoCAD SHX Text

17.3 LF - 2'…

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File details come from the government source that posted it. Updated Jul 3, 2025.