Exhibit A - Keystone Ranch Rd.pdf
PDF 6 MB Posted
- Solicitation number
- RFP-TOK-003
- Issued by
- Teller County, Colorado
About this file
This document is a set of engineering and construction plans for the Keystone Ranch Road Reconstruction Project, prepared by the Town of Keystone Public Works & Engineering Department. The project involves reconstructing Keystone Ranch Road from Soda Ridge Road to Saw Whiskers Circle, with a total project number of 02-2025-01. The project is divided into two construction phases, with specific work including road reconstruction, pavement removal, aggregate base course installation, hot mix asphalt placement, traffic control, and utility adjustments. The roadway will maintain two 12-foot travel lanes with varying cross-slopes, and the reconstruction will match existing pavement conditions and right-of-way boundaries.
The project documents detail precise quantities for various construction elements, including 1,076 square yards of asphalt removal, 382 cubic yards of unclassified excavation, 360 cubic yards of aggregate base course, 240 tons of hot mix asphalt for grading, and associated utility adjustments like manhole and valve box modifications. The construction plans include detailed phasing to minimize disruption, with specific traffic control measures and provisions for maintaining residential access to the Keystone Ranch Road driveway during construction. The project will utilize Colorado Department of Transportation (CDOT) standard specifications and will require careful erosion and sediment control, with work to be completed in compliance with local and state regulatory requirements.
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| File | Type | Posted |
|---|---|---|
| RFP_KEYSTONE RANCH RD 20250528.pdf |
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Alfred Benesch & Company 7979 E. Tufts Avenue, Suite 800 Denver, Colorado 80237 303-771-6868
Public Works & Engineering 1628 Saints John Road
Keystone, Colorado 80435
FOR BURIED UTILITY INFORMATION
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
www.uncc.org
(or 1-800-922-1987)
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
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T5S R77W SEC 22
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T5S R77W SEC 23
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T5S R77W SEC 27
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AutoCAD SHX Text 1525-200008.02-CD-01-COVER.dwg
AutoCAD SHX Text 5/14/2025
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KEYSTONE RANCH ROAD RECONSTRUCTION
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VICINITY MAP
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SODA RIDGE RD TO SAW WHISKERS CIR PUBLIC WORKS DEPARTMENT PROJECT NO. 02-2025-01
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TOWN OF KEYSTONE KEYSTONE RANCH RD RECONSTRUCTION PROJECT
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KEYSTONE RANCH RD
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SODA RIDGE RD
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SAW WHISKERS CIR
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PROJECT LOCATION
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SNAKE RIVER
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COVER
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LANDFILL RD
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GENERAL NOTES
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SUMMARY OF APPROXIMATE QUANTITIES
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STANDARD
7979 E. Tufts Avenue, Suite 800 Denver, Colorado 80237 303-771-6868
Public Works & Engineering 1628 Saints John Road
Keystone, Colorado 80435
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STANDARD SYMBOLS (3 SHEETS)
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NURSERY STOCK DETAILS
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CONCRETE PAVEMENT JOINTS (9 SHEETS)
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CONCRETE INLET TYPE 13
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MANHOLES (3 SHEETS)
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EMBANKMENT PROTECTOR TYPE 3
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INVERTED SIPHON
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FIELD LABORATORY CLASS 1
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FIELD OFFICE CLASS 1
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SURVEY MONUMENTS (2 SHEETS)
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DELINEATOR INSTALLATIONS (8 SHEETS)
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FLASHING BEACON (PORTABLE) DETAILS
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PAVEMENT MARKINGS (11 SHEETS)
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BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) AND VERTICAL PANELS
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TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION (26 SHEETS)
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ALTERNATIVE TRAFFIC SIGNAL 25'-55' SINGLE MAST ARMS (4 SHEETS)
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TYPICAL MULTI-SIGN INSTALLATIONS
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MIDWEST GUARDRAIL SYSTEM TYPE 3 W-BEAM 31 INCHES (19 SHEETS)
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COLORADO
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DEPARTMENT OF TRANSPORTATION
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M&S STANDARDS PLANS LIST
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SAFETYEDGE FOR PAVEMENT
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Denver, Colorado 80237 303-771-6868
Public Works & Engineering 1628 Saints John Road
Keystone, Colorado 80435
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%%UCONSTRUCTION NOTES:
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1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE COLORADO DEPARTMENT OF ALL MATERIALS AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE LATEST EDITION OF THE TOWN OF KEYSTONE DEVELOPMENT CODE. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF KEYSTONE PUBLIC WORKS DEPARTMENT. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF KEYSTONE PUBLIC WORKS DEPARTMENT. THE TOWN RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND SPECIFICATIONS. 3. A PRECONSTRUCTION MEETING SHALL BE SCHEDULED A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE A PRECONSTRUCTION MEETING SHALL BE SCHEDULED A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO THE START OF CONSTRUCTION. A PRECONSTRUCTION MEETING WILL NOT BE SCHEDULED UNTIL THE GRADING PERMIT AND ALL OTHER NECESSARY PERMITS HAVE BEEN OBTAINED. 4. THE TOWN INSPECTOR SHALL BE CONTACTED A MINIMUM OF 24 HOURS PRIOR TO A NECESSARY INSPECTION. IF A TOWN INSPECTOR THE TOWN INSPECTOR SHALL BE CONTACTED A MINIMUM OF 24 HOURS PRIOR TO A NECESSARY INSPECTION. IF A TOWN INSPECTOR IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE PERMITTEE MAY COMMENCE WORK IN THE TOWN INSPECTOR'S ABSENCE. HOWEVER, THE TOWN OF KEYSTONE RESERVES THE RIGHT TO REJECT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 5. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL CONSTRUCTION IN ACCORDANCE WITH LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL CONSTRUCTION IN ACCORDANCE WITH ALL STATE AND LOCAL LAWS. THE CONTRACTOR SHALL FIELD VERIFY SIZE AND HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FACILITIES PRIOR TO CONSTRUCTION, AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 6. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS, APPROVED BY THE TOWN OF KEYSTONE DIRECTOR OF THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS, APPROVED BY THE TOWN OF KEYSTONE DIRECTOR OF ENGINEERING/PUBLIC WORKS, AND ONE (1) COPY OF THE ROADWAY DESIGN AND CONSTRUCTION CRITERIA AT THE JOB SITE AT ALL TIMES. 7. A PLAN FOR TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE SUBMITTED TO THE TOWN OF KEYSTONE FOR ACCEPTANCE WITH A PLAN FOR TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE SUBMITTED TO THE TOWN OF KEYSTONE FOR ACCEPTANCE WITH THE RIGHT-OF-WAY USE PERMIT APPLICATION. A PERMIT WILL NOT BE ISSUED WITHOUT AN APPROVED TRAFFIC CONTROL PLAN FOR USE DURING CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES DURING CONSTRUCTION. THE PLAN MAY BE MODIFIED AS FIELD CONDITIONS WARRANT WITH APPROVAL FROM THE TOWN OF KEYSTONE PUBLIC WORKS DEPARTMENT. 9. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN PROPER TRAFFIC CONTROL DEVICES UNTIL THE SITE IS OPEN TO TRAFFIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN PROPER TRAFFIC CONTROL DEVICES UNTIL THE SITE IS OPEN TO TRAFFIC. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE TOWN OF KEYSTONE PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO CONSTRUCTION. 10. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE RESPONSIBILITY OF THE CONTRACTOR. SUCH REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RESTORATION MAY BE REQUIRED TO BE COMPLETED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 11. ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 12. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR "STORMWATER DISCHARGES ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR "STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY." FOR INFORMATION, PLEASE CONTACT 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) 692-3500. 13. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE TOWN AND THE THE CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE TOWN AND THE ENGINEER OF RECORD. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY ERRORS OR INCONSISTENCIES. THE TOWN PROJECT MANAGER SHALL BE NOTIFIED OF ANY PROPOSED CHANGES PRIOR TO INSTALLATION OR CONSTRUCTION. 14. THE LIMITS OF CONSTRUCTION SHALL REMAIN WITHIN THE TOWN RIGHT-OF-WAY UNLESS OTHERWISE NOTED. THE CONTRACTOR MUST THE LIMITS OF CONSTRUCTION SHALL REMAIN WITHIN THE TOWN RIGHT-OF-WAY UNLESS OTHERWISE NOTED. THE CONTRACTOR MUST OBTAIN THE WRITTEN PERMISSION OF THE ADJACENT PROPERTY OWNER(S) PRIOR TO ANY OFF-SITE GRADING OR CONSTRUCTION. 15. EXCEPT WHERE OTHERWISE PROVIDED FOR IN THE THESE PLANS AND SPECIFICATIONS, THE COLORADO DEPARTMENT OF HIGHWAYS EXCEPT WHERE OTHERWISE PROVIDED FOR IN THE THESE PLANS AND SPECIFICATIONS, THE COLORADO DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE COLORADO DEPARTMENT OF HIGHWAYS M AND S STANDARDS, AND THE TOWN OF KEYSTONE DEVELOPMENT CODE, LATEST EDITION, SHALL APPLY. 16. FOR PLAN QUANTITIES OF PAVEMENT MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: FOR PLAN QUANTITIES OF PAVEMENT MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: -AGGREGATE BASE COURSE @ 133 LBS/CU. FT. -HOT MIX ASPHALT @ 110 LBS/SY/INCH -TACK COAT DILUTED EMULSIFIED ASPHALT (SLOW-SETTING) @ 0.1 GAL/SY
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GENERAL NOTES
202-00220 REMOVAL OF ASPHALT MAT SY 1076 1076
203-00000 UNCLASSIFIED EXCAVATION CY 382 382
210-04010 ADJUST MANHOLE EA 2 2
210-04050 ADJUST VALVE BOX EA 1 1
304-06007 AGGREGATE BASE COURSE (CLASS 6) CY 360 360
304-08002 AGGREGATE BASE COURSE (SHOULDER MATERIAL) CY 22 22
403-33741 HOT MIX ASPHALT (GRADING S) (75) (PG 64-22) TON 240 240
403-34741 HOT MIX ASPHALT (GRADING SX) (75) (PG 64-22) TON 120 120
630-00016 TRAFFIC CONTROL LS 1 1
Alfred Benesch & Company 7979 E. Tufts Avenue, Suite 800 Denver, Colorado 80237 303-771-6868
Public Works & Engineering 1628 Saints John Road
Keystone, Colorado 80435
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CONTRACT ITEM NO.
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AS CONST.
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Denver, Colorado 80237 303-771-6868
Public Works & Engineering 1628 Saints John Road
Keystone, Colorado 80435
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1. TYPICAL SECTIONS PROVIDE CROSS SECTIONAL TYPICAL SECTIONS PROVIDE CROSS SECTIONAL ELEMENTS, DEPTHS, WIDTHS, AND MATERIAL. DIMENSIONS SHOWN ARE TYPICAL. LANE WIDTHS VARY AT SOME LOCATIONS. FOR ADDITIONAL INFORMATION, REFER TO THE ROADWAY PLANS.
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Denver, Colorado 80237 303-771-6868
Public Works & Engineering 1628 Saints John Road
Keystone, Colorado 80435
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626 SY
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27 KEYSTONE RANCH RD
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1. SAWCUTTING SHALL BE INCLUDED IN THE SAWCUTTING SHALL BE INCLUDED IN THE COST OF REMOVAL OF ASPHALT MAT. 2. CONTRACTOR SHALL CONFIRM LIMITS OF CONTRACTOR SHALL CONFIRM LIMITS OF WORK AND SPECIFIED WORK ITEMS WITH ENGINEER PRIOR TO COMMENCING WORK. 3. ROW TAKEN REFLECTS GIS-LEVEL DATA ROW TAKEN REFLECTS GIS-LEVEL DATA TAKEN FROM SUMMIT COUNTY PARCEL OPEN DATA.
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Denver, Colorado 80237 303-771-6868
Public Works & Engineering 1628 Saints John Road
Keystone, Colorado 80435
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1. CONTRACTOR SHALL CONFIRM LIMITS OF CONTRACTOR SHALL CONFIRM LIMITS OF WORK AND SPECIFIED WORK ITEMS WITH ENGINEER PRIOR TO COMMENCING WORK. 2. ROW TAKEN REFLECTS GIS-LEVEL DATA ROW TAKEN REFLECTS GIS-LEVEL DATA TAKEN FROM SUMMIT COUNTY PARCEL OPEN DATA.
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LEGEND:
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AGGREGATE BASE COURSE (SHOULDER MATERIAL)
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
Alfred Benesch & Company 7979 E. Tufts Avenue, Suite 800 Denver, Colorado 80237 303-771-6868
Public Works & Engineering 1628 Saints John Road
Keystone, Colorado 80435
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PHASE 1 CONSTRUCTION
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1. SAWCUT AND REMOVE EXISTING PAVEMENT SAWCUT AND REMOVE EXISTING PAVEMENT ALONG KEYSTONE RANCH RD (BETWEEN SODA RIDGE RD AND BETWEEN THE DRIVEWAY OF 27 KEYSTONE RANCH RD) 2. CONSTRUCT ROADWAY PAVEMENT ALONG CONSTRUCT ROADWAY PAVEMENT ALONG KEYSTONE RANCH RD (BETWEEN SODA RIDGE RD AND BETWEEN THE DRIVEWAY OF 27 KEYSTONE RANCH RD)
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PHASE 2 CONSTRUCTION
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1. SAWCUT AND REMOVE EXISTING PAVEMENT SAWCUT AND REMOVE EXISTING PAVEMENT ALONG KEYSTONE RANCH RD (BETWEEN THE DRIVEWAY OF 27 KEYSTONE RANCH RD AND SAW WHISKERS CIR) 2. CONSTRUCT ROADWAY PAVEMENT ALONG CONSTRUCT ROADWAY PAVEMENT ALONG KEYSTONE RANCH RD (BETWEEN THE DRIVEWAY OF 27 KEYSTONE RANCH RD AND SAW WHISKERS CIR)
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PROPOSED PHASING FOR KEYSTONE RANCH RD RECONSTRUCTION 1" = 200'
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PHASING PLAN
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
Alfred Benesch & Company 7979 E. Tufts Avenue, Suite 800 Denver, Colorado 80237 303-771-6868
Public Works & Engineering 1628 Saints John Road
Keystone, Colorado 80435
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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
Alfred Benesch & Company 7979 E. Tufts Avenue, Suite 800 Denver, Colorado 80237 303-771-6868
Public Works & Engineering 1628 Saints John Road
Keystone, Colorado 80435
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AutoCAD SHX Text M4-10(L) 48X18
AutoCAD SHX Text W20-3 36X36
AutoCAD SHX Text R11-4 60X30
AutoCAD SHX Text R11-4 60X30
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LOCAL TRAFFIC ONLY 36X36
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AutoCAD SHX Text 1525-200008.02-CD-09-TRAFFIC CONTROL-PHASE 2.dwg
AutoCAD SHX Text 5/14/2025
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KEYSTONE RANCH ROAD RECONSTRUCTION
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OF
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OF
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LEGEND:
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WORK AREA - PHASE 2
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TYPE 3 BARRICADE
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GROUND SIGN
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CHANNELIZING DEVICE
AutoCAD SHX Text NOTE: CONTRACTOR SHALL PROVIDE RESIDENTIAL ACCESS TO THE ADJACENT DRIVEWAY OF 27 KEYSTONE RANCH RD AT ALL TIMES DURING CONSTRUCTION.
AutoCAD SHX Text 1"=200'
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TCP
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CWD
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CWD
AutoCAD SHX Text 02-2025-01
TRAFFIC CONTROL PLAN - PHASE 2
| Sheets and Views |
| 1 TITLE SHEET |
| 2 M&S STANDARDS LIST |
| 3 GENERAL NOTES |
| 4 SUMMARY OF APPROXIMATE QUANTITIES |
| 5 TYPICAL SECTIONS |
| 6 REMOVAL PLAN |
| 7 ROADWAY PLAN |
| 8 PHASING PLAN |
| 9 TRAFFIC CONTROL PLAN - PHASE 1 |
| 10 TRAFFIC CONTROL PLAN - PHASE 2 |
File details come from the government source that posted it. Updated .