S-23-26_ADDENDUM_ONE_REVISED_SHEETS.pdf
PDF 5 MB Posted
- Attached to
- Christensen Road Settlement Bridge Approach
- Solicitation number
- S-23-26
- Issued by
- Niobrara County, Wyoming
About this file
This is an Addendum One document for the Christensen Road Settlement Bridge Approach project in Cheyenne, Wyoming, prepared by AVI (Architrave, Inc.) for the City of Cheyenne. The project consists of roadway and bridge approach repairs addressing settlement issues, including traffic management, demolition, excavation, reconstruction, paving, drainage adjustments, concrete work, and guardrail repairs. The estimated work quantities include removal of 510 square yards of surfacing, 65 square yards of sidewalk, and 115 linear feet of curb and gutter; unclassified excavation of 205 square yards; 530 square yards of crushed base; 505 square yards of plant mix bituminous pavement with 3/4-inch nominal maximum aggregate; 525 square yards of 1/2-inch nominal maximum bituminous pavement; 115 linear feet of combined curb and gutter; 555 square feet of new concrete sidewalk; 250 square yards of engineering fabric; one sewer manhole adjustment; 300 hours of flagging; and 102 linear feet of reset box beam guardrail. The project extends from station 21+33.77 to 28+19.61, totaling 685.84 linear feet of roadway.
The addendum establishes general and grading notes requiring contractor compliance with City of Cheyenne and Board of Public Utilities construction specifications, with project specifications and drawings taking precedence in cases of conflict. Key contractor responsibilities include obtaining all required permits prior to work commencement, verifying horizontal and vertical locations of existing improvements, providing project superintendents on-site during all construction activities, hiring independent material testing companies, controlling stormwater and erosion per state and federal requirements, conducting proof rolling of subgrade with a 25-ton loaded dump truck at 3 miles per hour or less, and providing complete digital as-built record drawings upon project completion. The contractor is responsible for all removed materials disposal, site safety, and any damage repairs outside construction limits at no cost to the owner. Material specifications include crushed base W grading at 145.5 pounds per cubic foot compacted density and plant mix bituminous pavement with PG 64-22 asphalt binder at specified optimum moisture content. Force account work is budgeted at $25,000, with lump sum line items for contract bond, mobilization, contractor testing, traffic control, erosion control, expansion joint repairs, and portable traffic signal systems.
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307.637.6017
1103 OLD TOWN LANE, SUITE 101
CHEYENNE, WY 82009
AVI@AVIPC.COM
Jun 11, 2026
Dwg: H:\5064_CHRISTENSEN RD SETTLEMENT BRIDGE APPROACH\DESIGN\5064_GENERAL NOTES_.DWG Layout: GENERAL NOTES Plotted: 1/8/2026 4:27 PM
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1. ALL STATIONING IS ALONG ROADWAY OR BASELINE CENTERLINE, UNLESS OTHERWISE NOTED.
2. IN THE PLAN AND PROFILE SHEETS, LT. IS LEFT AND RT. IS RIGHT OF CENTERLINE LOOKING "UPSTATION" ALONG CENTERLINE.
3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION (HORIZONTAL AND VERTICAL) AND SIZE (OUTSIDE DIAMETER, ETC.) OF ALL EXISTING IMPROVEMENTS THAT MAY BE AFFECTED BY THE CONSTRUCTION WITHIN PROJECT LIMITS. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER PRIOR TO THE CONSTRUCTION OF IMPROVEMENTS THAT ARE AFFECTED BY INFORMATION THAT DIFFERS FROM THAT SHOWN ON THESE PLANS.
4. ANY UTILITIES OR IMPROVEMENTS THAT ARE DISCOVERED DURING CONSTRUCTION THAT ARE NOT SHOWN ON THE PLANS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEERS ATTENTION.
5. LOCATIONS OF POTENTIAL CONFLICT BETWEEN EXISTING UTILITIES AND NEW CONSTRUCTION SHALL BE POT-HOLED AND THE EXISTING IMPROVEMENT SHALL BE SURVEYED. THE SURVEY RESULTS SHALL BE PRESENTED TO THE OWNER & AVI AND ANY DESIGN CHANGES WILL TAKE
UP TO 5 WORKING DAYS TO RETURN TO THE CONTRACTOR.
6. THE CONTRACTOR SHALL NOT OPERATE ANY FACILITIES OWNED BY ANY UTILITY.
7. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY, IN ACCORDANCE WITH THE CITY OF CHEYENNE AND/OR THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
8. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AS NOTED PRIOR TO COMMENCEMENT OF ANY WORK ON THE PROJECT.
9. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF DIGITAL AS-BUILT RECORD DRAWINGS TO THE OWNER AT THE END OF THE PROJECT. THE DRAWINGS SHALL BE COMPLETE WITH DETAILS, DIMENSIONS, AND ELEVATIONS OF ALL INSTALLATIONS VARYING FROM THESE PLANS
(SEE CONTRACTOR'S AS-BUILT DRAWING NOTES, THIS SHEET).
OWNER - 1 SET
ENGINEER - 1 SET
10. ANY DAMAGE TO ANYTHING OUTSIDE THE CONSTRUCTION LIMITS OR INTENTS SHALL BE REPAIRED OR REPLACED PER CITY STANDARDS AND SPECIFICATIONS AT NO COST TO THE OWNER.
11. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF, DUST AND MUD FROM ALL CONSTRUCTION ACTIVITIES PER STATE AND FEDERAL REQUIREMENTS, INCLUDING ACCESS ROADS THROUGHOUT CONSTRUCTION.
12. QUALITY ASSURANCE MATERIAL TESTING FOR SOILS, IF REQUIRED WILL BE PERFORMED BY AN INDEPENDENT TESTING LAB, HIRED BY THE OWNER, FOR VERIFICATION OF CONTRACTORS COMPLIANCE. THE CONTRACTOR IS NOT RELIEVED FROM COMPLYING WITH ALL APPLICABLE
SPECIFICATIONS. ANY RETESTS REQUIRED WILL BE PAID FOR BY THE CONTRACTOR.
13. THE CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS STORMWATER MANAGEMENT, SEDIMENT, EROSION CONTROL AND FULL REHABILITATION OF ALL DAMAGED IMPROVEMENTS, INCLUDING CULVERTS TO ORIGINAL OR BETTER CONDITION. AFTER A STORM EVENT, ALL STANDING
WATER SHALL BE PUMPED OUT TO PROTECT ROADWAY SUBGRADE.
14. GRADE ALL WORK AREAS TO MAINTAIN POSITIVE SURFACE DRAINAGE DURING THE WORK.
15. ALL REMOVED MATERIALS (UNSUITABLE SOIL, EXCESS MATERIAL, ROCK MATERIAL, STRUCTURES, PIPE, ETC.) SHALL BE PROPERLY DISPOSED OF, OFF SITE, AT THE CONTRACTOR'S EXPENSE UNLESS DESIGNATED OTHERWISE.
16. AVI & THE OWNER ARE NOT A GUARANTOR OF THE CONSTRUCTING CONTRACTORS OBLIGATION AND PERFORMANCE OF WORK.
17. AVI & THE OWNER ARE NOT RESPONSIBLE FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO.
18. AVI & THE OWNER EXERCISES NO CONTROL OF THE SAFETY OR ADEQUACY OF ANY EQUIPMENT, BUILDING COMPONENTS, SCAFFOLDING, FORMS, OR OTHER WORK AIDS USED IN OR ABOUT THE PROJECT, OR IN THE SUPERVISION OF THE SAME.
19. ALL NOTES AND REQUIREMENTS IDENTIFIED IN THE BID PACKAGE ARE APPLICABLE AND PART OF THE ENTIRE CONSTRUCTION DOCUMENTS.
20. EMBANKMENTS CONSTRUCTED FOR THE PURPOSE OF STORMWATER CONTROL SHALL BE PLACED IN 8" MAXIMUM LIFTS COMPACTED TO 95% OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT OF ± 2% OPTIMUM.
21. THERE SHALL BE NO EARTH DISTURBING ACTIVITIES OUTSIDE THE LIMITS DESIGNATED ON THESE PLANS.
22. TOPSOIL SHALL BE REMOVED AND STOCKPILED PRIOR TO GRADING ACTIVITIES.
GENERAL / GRADING NOTES:
1. ALL WORK SHOWN ON THESE CIVIL DRAWINGS WHETHER PUBLIC OR PRIVATE IMPROVEMENTS SHALL COMPLY WITH THE CITY OF CHEYENNE, BOARD OF PUBLIC UTILITIES CONSTRUCTION SPECIFICATIONS LATEST VERSION, AND THE PROJECT SPECIFICATIONS. IF CONFLICTS EXIST BETWEEN THE PROJECT SPECIFICATIONS AND/OR DRAWING, AND THE CITY SPECIFICATIONS, THE PROJECT SPECIFICATIONS AND/OR DRAWINGS SHALL BE REVIEWED AND THE MORE STRINGENT OR CONSERVATIVE SPECIFICATION BENEFITING THE OWNER SHALL PREVAIL..
2. ALL WORK IN RIGHT-OF-WAY SHALL CONFORM TO CITY OF CHEYENNE AND BOPU CONSTRUCTION SPECIFICATIONS AND THE CONSTRUCTION PLANS IN THEIR ENTIRETY.
3. ALL WORK IN THE RIGHT-OF-WAY REQUIRES A "RIGHT-OF-WAY CONSTRUCTION PERMIT". TWO SETS OF APPROVED PLANS SHALL ACCOMPANY RIGHT-OF-WAY PERMIT APPLICATION AS WELL AS TRAFFIC CONTROL PLAN. NO WORK IN THE RIGHT-OF-WAY SHALL BEGIN UNTIL PERMIT
HAS BEEN APPROVED AND ISSUED.
4. UPON COMPLETION OF UTILITY SYSTEMS & ACCEPTANCE, CONTRACTOR SHALL STAKE CURBLINE & BLUETOP CENTERLINE SUBGRADE AT 50 FOOT SPACING. THE ROADWAY SHALL BE PROOF ROLLED AND ANY AREA DEEMED DEFICIENT OR SUBSTANDARD SHALL BE REWORKED BY
THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHAPING OF STREET CROWN, COMPACTING SUBGRADE TO 95% ASTM D698 AND PROOF ROLLING SUBGRADE WITH 25 TON LOADED DUMP TRUCK IN THE PRESENCE OF THE OWNER OR HIS REPRESENTATIVE, & CITY OF CHEYENNE INSPECTOR PRIOR TO PLACEMENT OF CRUSHED BASE. 'PROOF ROLL' VEHICLES SHALL NOT TRAVEL AT SPEEDS GREATER THAN 3 M.P.H. ANY AREA DEEMED DEFICIENT OR SUBSTANDARD AND EXHIBITS EXCESSIVE PUMPING OR DEFORMATION SHALL BE REWORKED BY THE CONTRACTOR TO THE SATISFACTION OF OWNER. ALL 'PROOF ROLLS' SHALL BE PERFORMED IN THE PRESENCE OF THE CITY INSPECTOR & OWNER'S REPRESENTATIVE.
5. PLEASE INCORPORATE ALL OTHER NOTES AS MAY BE PRESENTED WITHIN AND THROUGHOUT THIS PLAN SET AS SET FORTH HEREIN.
6. THE CONTRACTOR SHALL PROVIDE A PROJECT SUPERINTENDENT ON-SITE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. THE SUPERINTENDENT SHALL BE RESPONSIBLE FOR, BUT NOT LIMITED TO THE FOLLOWING TASKS:
6.1. MUST BE KNOWLEDGEABLE AND FAMILIAR WITH PLANS, SPECS, ADDENDUMS, AND SHOP DRAWINGS.
6.2. MANAGE THE CONSTRUCTION ACTIVITIES OF ALL SUB-CONTRACTORS ON-SITE.
6.3. REVIEW AND APPROVE SHOP DRAWINGS INCLUDING SUB-CONTRACTORS.
6.4. REVIEW STAKEOUT DATA, SURVEY STAKES AND VERIFY AGAINST THE DESIGN PLANS PRIOR TO ASSOCIATED CONSTRUCTION ACTIVITY. IF A DISCREPANCY IS DISCOVERED, WORK IS TO STOP IMMEDIATELY UNTIL RESOLVED BY THE ENGINEER, AT NO ADDITIONAL
COST TO THE OWNER.
6.5. OBTAIN APPROVAL FROM THE OWNER/ENGINEER PRIOR TO BEGINNING ANY FORCE ACCOUNT EFFORTS.
6.6. PROVIDE AN ACCURATE WEEKLY CONSTRUCTION SCHEDULE.
6.7. AVAILABLE DURING NON-WORKING HOURS FOR EMERGENCIES AND OR STORMWATER MANAGEMENT EROSION CONTROL TIMES.
6.8. SUBSTITUTION BY PERMISSION ONLY.
7. CONTRACTOR TO HIRE AN INDEPENDENT MATERIAL TESTING COMPANY FOR MATERIALS TESTING AND PROVIDE COPIES OF ALL TESTS TO THE OWNER.
8. THE CONTRACTOR'S SURVEYOR SHALL VERIFY PROJECT HORIZONTAL AND VERTICAL CONTROL WITH A LEVEL LOOP PRIOR TO BEGINNING ANY CONSTRUCTION WORK AND NOTIFY THE ENGINEER IF A DISCREPANCY IS FOUND.
9. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY SEDIMENT OR CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY AND MAKE SURE STREETS AND SIDEWALKS ARE CLEANED AT THE END OF EACH
WORKING DAY.
GENERAL NOTES:
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307.637.6017
1103 OLD TOWN LANE, SUITE 101
CHEYENNE, WY 82009
AVI@AVIPC.COM
Jun 11, 2026
Dwg: H:\5064_CHRISTENSEN RD SETTLEMENT BRIDGE APPROACH\DESIGN\5064_SUMMARIES.DWG Layout: TEQ Plotted: 1/8/2026 4:27 PM
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TOTAL ESTIMATED QUANTITIES
SUMMARY REFERENCE TABLE
SUMMARIES AND NOTES SHEET NO.
TOTAL ESTIMATED QUANTITIES S1
MATERIAL AND RATES S1
LENGTH OF PROJECT SUMMARY S2
CUTTING BITUMUNOUS PAVEMENT SUMMARY S2
CUTTING CONCRETE PAVEMENT SUMMARY S2
MISCELLANEOUS SUMMARY S2
TRAFFIC CONTROL SUMMARY S2
REMOVAL SUMMARY S2
CURB AND GUTTER, AND SIDEWALK SUMMARY S3
SURFACING SUMMARY S3
GUARDRAIL SUMMARY S3
ACCUMULATION SUMMARY S3
RATES AND WIDTHS OF APPLICATION WILL BE AS SHOWN.
RATES AND WEIGHTS SHOWN ARE APPROXIMATE AND ARE SUBJECT TO ADJUSTMENT DURING CONSTRUCTION.
ITEM GRADE ESTIMATED RATE REMARKS
CRUSHED BASE
W
AVAILABLE SOURCE: CONTRACTOR FURNISHED
AGGREGATE 139.5 LB/CF (DRY)
WATER 4.3 LB/CF (4.3 % of 139.0) CRUSHED BASE GRADING 'W'
145.5 LB/CF COMPACTED
MAX DRY UNIT WEIGHT AND OPTIMUM MOISTURE DETERMINED BASED ON MODIFIED PROCTOR (AASHTO
T180/ASTM D1557)
PLANT MIX BITUMINOUS PAVEMENT AVAILABLE SOURCE: CONTRACTOR FURNISHED
UNIT WEIGHT BASED ON:
AGGREGATE - TYPE II
1/2" NOM. MAX TOP LIFT 152.8 LB/CF (TOTAL) PG 64-22 @ 5.3% OPTIMUM ASPHALT BINDER CONTENT
3/4" NOM. MAX BOTTOM LIFT 154.3 LB/CF (TOTAL) PG 64-22 @ 5.1% OPTIMUM ASPHALT BINDER CONTENT
WATER SOURCE: CONTRACTOR SHALL PROVIDE SOURCE.
MATERIALS AND RATES
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ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITIES
1000.00 CONTRACT BOND LS LUMP SUM
1030.00 MOBILIZATION LS LUMP SUM
1035.00 FORCE ACCOUNT WORK $$ $25,000
1041.00 CONTRACTOR TESTING LS LUMP SUM
1050.00 TRAFFIC CONTROL LS LUMP SUM
1050.01 FLAGGING HR 300
1563.00 EROSION CONTROL LS LUMP SUM
2075.00 REMOVAL OF SURFACING SY 510
2075.01 REMOVAL OF SIDEWALK SY 65
2075.02 REMOVAL OF CURB AND GUTTER LF 115
2210.00 UNCLASSIFIED EXCAVATION SY 205
2231.00 CRUSHED BASE SY 530
2512.00 PLANT MIX BITUMINOUS PAVEMENT - 3/4" NOM. MAX SY 505
2512.00 PLANT MIX BITUMINOUS PAVEMENT - 1/2" NOM. MAX SY 525
2570.00 ADJUST SEWER MANHOLES EA 1
2895.00 ENGINEERING FABRIC SY 250
3330.00 COMBINED CURB & GUTTER LF 115
3340.00 NEW CONCRETE SIDEWALK SF 555
4000.00 CUTTING BIT PVMT LF 135
4000.01 CUTTING CONCRETE LF 85
4001.00 RESET BOX BEAM GUARDRAIL LF 102
4002.00 EXPANSION JOINT (REPAIR / MODIFICATION) LS LUMP SUM
4003.00 PORTABLE TRAFFIC SIGNAL SYSTEM LS LUMP SUM
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307.637.6017
1103 OLD TOWN LANE, SUITE 101
CHEYENNE, WY 82009
AVI@AVIPC.COM
Jun 11, 2026
Dwg: H:\5064_CHRISTENSEN RD SETTLEMENT BRIDGE APPROACH\DESIGN\5064_SUMMARIES.DWG Layout: SUMMARIES (2) Plotted: 1/8/2026 4:27 PM
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MISCELLANEOUS SUMMARY
CUTTING BITUMINOUS PAVEMENT SUMMARY
STATION - STATION
LF
CUTTING CONCRETE
LEFT RIGHT
21+37.80 12 21+37.80 - 21+92.80 55
21+92.80 12
SUBTOTAL 79 4
TOTAL 83
FOR ESTIMATE 85
CUTTING CONCRETE PAVEMENT SUMMARY
TRAFFIC CONTROL SUMMARY
STATION
LENGTH OF PROJECT SUMMARY
LF
ROADWAY
21+33.77 BEGIN PROJECT
28+19.61 END PROJECT
685.84
TOTAL 685.84
REMOVAL SUMMARY
STATION - STATION
SY SY LF SY
REMOVAL OF SURFACING REMOVAL OF SIDEWALK
REMOVAL OF CURB AND
GUTTER
UNCLASSIFIED
EXCAVATION
(1)
LEFT RIGHT
21+37.80 - 21+92.80 201 62 55 201 21+92.80 - 22+50 210
27+92.61 - 28+17.61 92
TOTAL 503 62 110 201
FOR ESTIMATE 510 65 115 205
(1) 12" UNCLASSIFIED EXCAVATION. DO NOT DAMAGE EXISTING WALL TIE-BACKS.
STATION
LF
CUTTING BIT PVMT
21+37.80 33
22+50 33 27+92.61 33 28+17.61 33
TOTAL 132
FOR ESTIMATE 135
ITEM UNIT TOTAL AND FOR ESTIMATE
TRAFFIC CONTROL LS LUMP SUM
FLAGGING HR 300
PORTABLE TRAFFIC SIGNAL SYSTEM LS LUMP SUM
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ITEM UNIT TOTAL AND FOR ESTIMATE
CONTRACT BOND LS LUMP SUM
MOBILIZATION LS LUMP SUM
FORCE ACCOUNT WORK $$ $25,000
CONTRACTOR TESTING LS LUMP SUM
EROSION CONTROL LS LUMP SUM
ADJUST SEWER MANHOLES EA 1
EXPANSION JOINT (REPAIR / MODIFICATION) LS LUMP SUM
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| General Notes |
| 5064_Sheet S1 |
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| SUMMARIES (2) |
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