Appendix B - Drawings.pdf
PDF 1 MB Posted
- Solicitation number
- DQ1 PMAA 2027000012 3
- Issued by
- El Paso County, Colorado Springs City, Colorado
About this file
This file contains construction drawings and specifications for the Juniper Road Chip Seal project at Lake Pueblo State Park, prepared by Colorado Parks and Wildlife Southeast Region Office. The project encompasses asphalt road resurfacing and pavement striping along Juniper Road from station JR 36+40 to JR 113+00, spanning approximately 76 miles of roadway. The base bid items include asphalt road construction totaling approximately 20,838 square yards across six segments, combined with comprehensive centerline striping (solid yellow, broken yellow, and double solid yellow configurations), edge-of-road striping in solid white, ADA parking space striping with access aisle hatching, stop bars, and crosswalk bars. The project is located at Lake Pueblo State Park, 640 Pueblo Reservoir Road, Pueblo, Colorado 81005, with the pre-bid meeting location designated at Pike View Parking Lot (coordinates 38.281335, -104.761848). The drawings are dated July 13, 2026, and include detailed site plans segmented across six sheets covering different milepost ranges.
The contractor shall comply with Colorado Department of Transportation 2012 Standard Specifications for Roads and Bridge Construction, MUTCD standards, AASHTO guidelines, and ADAAG accessibility requirements. All work and materials must conform to CDOT construction standards, with soil compaction requirements of 95 percent maximum dry density beneath structures per ASTM D 698 and 90 percent elsewhere. The contractor assumes full responsibility for surveying, staking, utility location verification, traffic maintenance, site safety, debris removal, tree and vegetation protection, and restoration of disturbed areas. Contractors must obtain all required permits at their own expense, maintain traffic control on roadways at all times including signage and flagging, protect newly poured concrete from damage, and warrant that employees and subcontractors possess necessary experience and qualifications. Any work deemed unsatisfactory, defective, or damaged due to contractor operations shall be corrected at the contractor's expense, and all asphalt segments must exhibit smooth horizontal and vertical curvature with removal and replacement of any wavy edges, humps, or dips at contractor cost.
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Other files
| File | Type | Posted |
|---|---|---|
| Appendix C - SC622PerfBond (DNR) (1).docx | DOCX document | |
| ATTENDANCE LIST FOR THE PRE BID.pdf | ||
| Appendix A - 2018 CPW GCs 071818 FINAL.pdf | ||
| Appendix D - SC6221LMBond (1).docx | DOCX document | |
| BID DOCUMENTS 071426.pdf |
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1. THE COLORADO PARKS AND WILDLIFE PROJECT MANAGER WILL ASSIST THE CONTRACTOR IN GENERAL PAVEMENT LAYOUT AND IDENTIFYING FINISH GRADES. CONTRACTOR IS RESPONSIBLE FOR ANY SURVEYING/CONSTRUCTION STAKING THEY FEEL NECESSARY FOR CONSTRUCTION OPERATIONS. STRIPING LAYOUT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
2. CONTRACTOR SHALL BE FAMILIAR WITH THE EXISTING CONDITIONS. BID SHALL BE BASED ON ACTUAL SITE CONDITIONS.
3. CONTRACTOR SHALL VERIFY LOCATION AND BURY DEPTHS OF ALL UTILITIES ON THE SITE. EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE.
4. ALL CUT AND FILL SLOPES SHALL BE GRADED AS SHOWN IN THE DETAILS. MAXIMUM SLOPE AND CROSS-SLOPE OF ASPHALT PAVEMENT AT ACCESSIBLE PARKING AREAS IS 2% AND FOR LANDSCAPED/NATURAL AREAS THE MAXIMUM SLOPE IS 4:1
UNLESS OTHERWISE NOTED.
5. ALL WORK AND MATERIALS SHALL CONFORM TO COLORADO DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS
AND SPECIFICATIONS.
6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM THE APPROPRIATE AGENCIES AND JURISDICTIONS (AT THE CONTRACTOR'S EXPENSE). IT IS NOT EXPECTED THAT THERE WILL BE DISTURBANCE OUTSIDE OF THE EXISTING FOOTPRINT
OF THE ROAD OR LOT.
7. THE CONTRACTOR SHALL MAINTAIN THROUGH TRAFFIC, ON ALL ROADWAYS AT ALL TIMES, INCLUDING SIGNAGE, STAFF AND
FLAGGING. PARK STAFF WILL NOT BE AVAILABLE FOR TRAFFIC CONTROL.
8. ANY DAMAGE TO PROPERTY WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
9. CONTRACTOR SHALL PROTECT ALL TREES AND OTHER VEGETATION NOT DESIGNATED FOR REMOVAL. ALL DISTURBED AREAS SHALL BE PROPERLY PREPARED, SEEDED AND MULCHED AS DESCRIBED IN THE SPECIFICATIONS.
10. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFETY AND SECURITY OF THE SITE DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO FLAGGING, BARRIERS AND TEMPORARY FENCING FOR VEHICLE/ROAD AND
PEDESTRIAN/TRAIL TRAFFIC.
11. ALL RUBBLE AND DEBRIS WITHIN THE PROJECT LIMITS OF WORK WILL BE HAULED FROM SITE AND DISPOSED OF PROPERLY AT
CONTRACTOR'S EXPENSE UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS.
12. THE CONTRACTOR SHALL HAVE ONE (1) FULL SET OF THE PLANS AND SPECIFICATIONS AT THE JOB SITE AT ALL TIMES.
13. SOIL COMPACTION REQUIREMENTS BENEATH STRUCTURES, AND EARTHWORK ARE 95% OF THE MAXIMUM DRY DENSITY MEASURED IN ACCORDANCE WITH ASTM D 698 (STANDARD PROCTOR) UNLESS OTHERWISE NOTED. SOILS WITHIN REMAINDER OF THE PROJECT SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY, MEASURED AS REFERENCED.
14. ALL PROPOSED FINISH GRADES SHALL ABUT EXISTING CURBS, PAVEMENT, ETC. IN BOTH LINE AND GRADE. THE CONTRACTOR
SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCIES.
15. CONTRACTOR MUST PROTECT NEWLY POURED CONCRETE FROM VANDALS AND OTHER PERILS. DAMAGED CONCRETE WILL BE
REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE.
16. CONTRACTOR SHALL BACKFILL IMPROVEMENTS TO MATCH CROSS SECTION DETAIL HEREIN. CONTRACTOR WILL STORE NEEDED FILL DURING GRADING OPERATIONS AND FURNISH AT CONTRACTOR'S EXPENSE, ANY ADDITIONAL FILL NEEDED IN
ORDER TO PROPERLY BACK FILL IMPROVEMENTS.
17. STARTING WORK CONSTITUTES ACCEPTANCE OF THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. AFTER SUCH ACCEPTANCE, THE CONTRACTOR SHALL AT HIS EXPENSE, BE RESPONSIBLE FOR CORRECTING ALL UNSATISFACTORY AND
DEFECTIVE WORK RESULTING FROM SUCH UNSATISFACTORY CONDITIONS.
18. THE CONTRACTOR WARRANTS THAT HIS EMPLOYEES, AGENTS, AND SUBCONTRACTORS POSSESS THE EXPERIENCE, KNOWLEDGE, AND CHARACTER NECESSARY TO QUALIFY THEM INDIVIDUALLY FOR THE PARTICULAR CONSTRUCTION TECHNIQUES THEY PERFORM UNDER THIS CONTRACT. THE CONTRACTOR SHALL INSURE THAT ALL CONSTRUCTION BE PERFORMED IN STRICT COMPLIANCE WITH OSHA, STATE AND LOCAL HEALTH AND SAFETY CODES.
19. CONTRACTOR ASSUMES THE RESPONSIBILITY FOR PROVIDING SMOOTH HORIZONTAL AND VERTICAL CURVATURE ON ASPHALT SEGMENTS. ASPHALT SEGMENTS WITH WAVY EDGES, HUMPS, AND/OR DIPS WILL BE REMOVED AND REPLACED AT THE
EXPENSE OF THE CONTRACTOR.
20. THE PARK MAY (AT THEIR DISCRETION) CHOOSE TO SALVAGE AND RETAIN SOME ITEMS DESIGNATED FOR REMOVAL AND DISPOSAL. HOWEVER, THE CONTRACTOR SHOULD ASSUME REMOVAL OF ALL ITEMS AS PART OF THEIR BID.
21. The State of Colorado is committed to providing equitable access to our services to all. Please contact our Colorado Parks and Wildlife Accessibility Specialist (accessdnr@state.co.us or 303-297-1192) for personalized accessibility assistance with project construction layouts and details below. We will contact you directly within two business days. Visit our accessibility webpage for more information and services, including AIRA, our free service for blind and low-vision users.
Lake Pueblo State Park Juniper Road Chip Seal
July 13, 2026
GENERAL NOTES:SHEET INDEX
COV COVER
SP-1 SITE PLAN - JR -36+40 TO JR 48+00
SP-2 SITE PLAN - JR 48+00 to JR 60+00 SP-3 SITE PLAN - JR 60+00 to JR 70+00 SP-4 SITE PLAN - JR 70+00 to JR 86+00 SP-5 SITE PLAN - JR 86+00 to JR 100+00 SP-6 SITE PLAN - JR 100+00 to JR 113+00
VICINITY MAP
DESIGN CRITERIA
CDOT - Colorado Department of Transportation 2012 Standard Specifications for Roads and Bridge Construction.
MUTCD - Manual on Uniform Traffic Control Devises AASHTO - American Association of State Highway and Transportation Officials ADAAG - Americans with Disabilities Act Accessibility Guidelines
JUNIPER ROAD
JR 36+40 TO JR 113+00
PRE-BID MEETING LOCATION
PIKE VIEW PARKING LOT
38.281335, -104.761848
JR 36+40
JR
+0
JR
, 3
6+00
JR
, 3
8+00
JR
, 4
0+00
JR
, 4
2+00
JR
, 4
4+00
JR
, 4
6+00
JR
, 4
8+00
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28'-0"
J
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+4
B
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B
ID
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C.L. STRIPING - STATION JR 36+40 TO JR
38+00
(2 X 160 L.F.) C.L. DOUBLE SOLID YELLOW
STRIPING.
C.L. STRIPING - STATION JR 38+00 TO JR 43+00
(1 X 500 L.F.) C.L. SOLID YELLOW STRIPING.
(1 X 500 L.F.) C.L. BROKEN YELLOW STRIPING.
C.L. STRIPING - STATION JR 43+00 TO JR 46+30
(1 X 330 L.F.) C.L. BROKEN YELLOW STRIPING.
ASPHALT ROAD - STATION JR 36+40 TO JR 48+00
(3,609 S.Y.)
C.L. STRIPING - STATION JR 46+30 TO JR 48+00
(1 X 170 L.F.) C.L. SOLID YELLOW STRIPING.
(1 X 170 L.F.) C.L. BROKEN YELLOW STRIPING.
EDGE OF ROAD STRIPING
STATION JR 36+40 TO JR 48+00
(2 X 1,160 L.F.) SOLID WHITE STRIPING
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SCALE : 1" = 100'-0"
NORTH
100'50'
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28'-0"
C.L. STRIPING - STATION JR 48+00 TO JR 52+00
(1 X 400 L.F.) C.L. SOLID YELLOW STRIPING.
(1 X 400 L.F.) C.L. BROKEN YELLOW STRIPING.
C.L. STRIPING - STATION JR 52+00 TO JR 60+00
(1 X 800 L.F.) C.L. BROKEN YELLOW STRIPING.
ASPHALT ROAD - STATION JR 48+00 TO JR 60+00
(3,734 S.Y.)
EDGE OF ROAD STRIPING
STATION JR 48+00 TO JR 60+00
(2 X 1,200 L.F.) SOLID WHITE STRIPING
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28'-0"
JR, 64+75
APPROXIMATE LOCATION
OF EXISTING "PIKE VIEW"
PARKING LOT.
ADA STRIPING (INCLUDING 5' X 20'
ACCESS AISLE HATCH, SYMBOL AND
PAINTING CONCRETE WHEEL STOP BLUE.
125'-0"
72'-0"
PAVING
STOP BAR
(200 L.F.) YELLOW PARKING SPACE STRIPING.
C.L. STRIPING - STATION JR 60+00 TO JR 64+40
(2 X 440 L.F.) C.L. DOUBLE SOLID YELLOW
STRIPING.
C.L. STRIPING - STATION JR 65+10 TO JR 70+00
(2 X 490 L.F.) C.L. DOUBLE SOLID YELLOW STRIPING.
ASPHALT ROAD - STATION JR 60+00 TO JR 70+00
PLUS PARKING LOT
(3,844 S.Y.)
EDGE OF ROAD STRIPING
STATION JR 60+00 TO JR 70+00
(2 X 1,000 L.F.) SOLID WHITE STRIPING
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JUNIPER ROAD
28'-0"
JR
JR
JR
PROVIDE CLEAN TRANSITION AT
PAVEMENT TO REMAIN.
STOP BAR
C.L. STRIPING - STATION JR 70+00 TO JR 78+00
(1 X 800 L.F.) C.L. SOLID YELLOW STRIPING.
(1 X 800 L.F.) C.L. BROKEN YELLOW STRIPING.
C.L. STRIPING - STATION JR 82+00 TO JR 86+00
(2 X 400 L.F.) C.L. DOUBLE SOLID YELLOW
STRIPING.
C.L. STRIPING - STATION JR 78+00 TO JR 81+30
(2 X 330 L.F.) C.L. DOUBLE SOLID YELLOW
STRIPING.
ASPHALT ROAD - STATION JR 70+00 TO JR 86+00
(PLUS APRON)
(5,200 S.Y.)
EDGE OF ROAD STRIPING
STATION JR 70+00 TO JR 86+00
(2 X 1,600 L.F.) SOLID WHITE STRIPING
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SCALE : 1" = 100'-0"
NORTH
100'50'
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3, C
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JR
JR
JR
JR
JR
JR
JUNIPER ROAD
28'-0"
C.L. STRIPING - STATION JR 92+00 TO JR 100+00
(1 X 800 L.F.) C.L. SOLID YELLOW STRIPING.
(1 X 800 L.F.) C.L. BROKEN YELLOW STRIPING.
C.L. STRIPING - STATION JR 86+00 TO JR 92+00
(2 X 600 L.F.) C.L. DOUBLE SOLID YELLOW
STRIPING.
ASPHALT ROAD - STATION JR 86+00 TO JR 100+00
(4,356 S.Y.)
EDGE OF ROAD STRIPING
STATION JR 86+00 TO JR 100+00
(2 X 1,400 L.F.) SOLID WHITE STRIPING
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SCALE : 1" = 100'-0"
NORTH
100'50'
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3, C
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JR
JR
JR
JR
JR
B
A S
E B
I D
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JR
PROVIDE CLEAN TRANSITION AT
PAVEMENT TO REMAIN (TYP).
(5) CROSSWALK BARS -
ALIGN WITH PATH.
JUNIPER ROAD
28'-0"
EDGE OF ROAD STRIPING
STATION JR 100+00 TO JR 113+00
(2 X 1,300 L.F.) SOLID WHITE STRIPING
ASPHALT ROAD - STATION JR 100+00 TO JR 113+00
(4,045 S.Y.)
C.L. STRIPING - STATION JR 100+00 TO JR 108+00
(1 X 800 L.F.) C.L. BROKEN YELLOW STRIPING.
C.L. STRIPING - STATION JR 108+00 TO JR 112+00
(1 X 400 L.F.) C.L. SOLID YELLOW STRIPING.
(1 X 400 L.F.) C.L. BROKEN YELLOW STRIPING.
C.L. STRIPING - STATION JR 112+00 TO JR 113+00
(2 X 100 L.F.) C.L. DOUBLE SOLID YELLOW
STRIPING.
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1 2 3 4 5
C
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SCALE : 1" = 100'-0"
NORTH
100'50'
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