UCB001321-12.00-Drawings.pdf
PDF 13 MB Posted
- Attached to
- CU Boulder-UCB001321-SITE-Lot 548 Reconstruction
- Solicitation number
- Notice No. 25-47
- Issued by
- Boulder County, Colorado
About this file
This document is a set of engineering and construction drawings for the University of Colorado Boulder's Lot 548 Reconstruction project, prepared by Harris Kocher Smith, a professional engineering firm. The project involves a complete removal and replacement of parking lot 548, spanning approximately 70,000 square feet on the university's campus in Boulder, Colorado. The drawings, dated February 9, 2023, and issued for bid, include 27 detailed sheets covering various aspects of the project such as existing site plans, removal plans, paving plans, geometric layouts, signing and striping plans, traffic control plans, water quality details, and stormwater management plans.
The project incorporates several technical specifications and environmental considerations, including Buy Clean Colorado requirements for embodied carbon limits in materials like asphalt, concrete, and reinforced steel. The drawings specify construction details such as 12-inch scarified and re-compacted subgrade, 6-inch CDOT Class 6 asphalt base course, and specific stormwater management and erosion control measures. The design includes provisions for reserved parking spaces, with 5 standard reserved parking signs and 1 van accessible parking sign. The project also emphasizes compliance with University of Colorado Boulder facility standards, international building codes, and various environmental and safety regulations.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| UCB001321-14.00-Attestation.docx | DOCX document | |
| UCB001321-02.00-Advertisement for Bids.docx | DOCX document | |
| UCB001321-11.00-Prevailing Wage and Apprenticeship Rates.pdf | ||
| UCB001321-08.00-Sales and Use Tax.pdf | ||
| UCB001321-05.00-Alternates.docx | DOCX document | |
| UCB001321-07.00-Supplemental Terms and Conditions.pdf | ||
| UCB001321-12.00-Specs.pdf | ||
| UCB001321-04.00-Bid Form.docx | DOCX document | |
| UCB001321-03.00-Info to Bidders.docx | DOCX document | |
| UCB001321-06.00-Bid Bond.docx | DOCX document | |
| UCB001321-01.00-Table of Contents.docx | DOCX document | |
| UCB001321-09.00-Labor Burden Example.PDF | ||
| UCB001321-13.00-Liquidated Damages.docx | DOCX document | |
| UCB001321-10.00-Apprenticeship Cert Example.pdf |
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Text version
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Know what's below.
Call before you dig.
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
ISSUE DATE:
DATE REVISION COMMENTS
PROJECT #: UCB00075102-09-2023
02-09-2023 ISSUED FOR BID
UCB000751-SITE-LOTS 544 & 548 - REBUILD
BOULDER, CO 80303
GENERAL NOTES:
1. ANY WORK PERFORMED OUTSIDE THE LIMITS OF DISTURBANCE SHALL BE AT THE CONTRACTOR'S EXPENSE, UNLESS THE WORK IS SPECIFICALLY AUTHORIZED IN ADVANCE BY THE ENGINEER. ANY PROPERTY
OUTSIDE THE LIMITS OF DISTURBANCE THAT IS DAMAGED BY ANY ACT OR OMISSION OF THE CONTRACTOR SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES DESIGNATED ON THE PLANS. VERIFICATION OF THE ELEVATIONS AND LOCATIONS SHALL BE BY POT
HOLES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER PRIOR TO COMMENCING CONSTRUCTION.
3. WHERE THE PLANS CALL FOR MATERIAL TO BE SALVAGED OR RESET, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE MATERIAL FROM DAMAGE THROUGHOUT THE DURATION OF THE
CONTRACT. ANY MATERIAL DESIGNATED TO BE SALVAGED OR RESET THAT IS DAMAGED THROUGH ANY ACT OR OMISSION OF THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
4. THE EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AND ARE SHOWN FOR INFORMATION ONLY. THE CONTRACTOR MUST TAKE SOLE RESPONSIBILITY
FOR DAMAGE TO ANY UTILITY LINE ENCOUNTERED WHETHER OR NOT SHOWN ON THE DRAWINGS AND WHETHER OR NOT ACTUALLY LOCATED IN THE FIELD AS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR FIELD LOCATIONS PRIOR TO THE START OF CONSTRUCTION.
5. ALL EXISTING UTILITIES AND LANDSCAPING ARE TO REMAIN IN PLACE UNLESS OTHERWISE INDICATED ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND SUPPORT EXISTING
UTILITIES AND LANDSCAPING AS NECESSARY TO ACCOMPLISH THE WORK.
6. THE CONTRACTOR SHALL PROVIDE FOR SANITARY AND STORM FLOWS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
7. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, ELEVATION AND SIZE OF EXISTING PIPES THAT ARE TO BE CONNECTED TO NEW PIPES OR STRUCTURES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE
OWNER PRIOR TO COMMENCING CONSTRUCTION.
8. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE SPECIFICATIONS IN THE PROJECT MANUAL.
9. A QUALIFIED LANDSCAPE CONTRACTOR SHALL RESTORE ALL LANDSCAPING AND IRRIGATION TO ORIGINAL CONDITION IN ACCORDANCE WITH THE PROJECT MANUAL. ALL VEGETATED AREAS DISTURBED BY THE
WORK SHALL BE RESTORED WITH SOD UNLESS OTHERWISE NOTED.
10. IF HEAT GUNS, SOLDERING, BRAZING, WELDING, GRINDING, POWDER DRIVEN STUDS, METAL CUTTING, USING POWER TOOLS OR OTHER ACTIVITIES INVOLVING FLAMES OR SPARKS ARE REQUIRED FOR
CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A REQUIRED HOT WORK PERMIT. HOT WORK PERMIT FORMS ARE AVAILABLE FROM CU PROJECT MANAGERS, FACILITIES MANAGEMENT OFFICE OF PLANNING, DESIGN AND CONSTRUCTION AND THE FLS WEB SITE (HTTP://FM.COLORADO.EDU/FIRESAFETY/).
11. IF ANY UNPLANNED WATER OUTAGES SUCH AS A LEAKING OR RUPTURED PIPE OCCURS DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE FIRE AND LIFE-SAFETY GROUP AND PIPE
TRADES SHOP OF FACILITIES MANAGEMENT.
12. STAGING AREAS FOR EQUIPMENT AND/OR MATERIALS ARE MINIMAL AND ARE SHOWN ON THE PLANS. CONTRACTOR SHALL ACQUIRE APPROVAL OF ANY ADDITIONAL STAGING AREAS FROM UCB PRIOR TO
CONSTRUCTION.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL LANDSCAPING IN THE AREA OF THE PROJECT. THE CONTRACTOR SHALL KEEP TO A MINIMUM THE DISTURBANCE OF ANY AND ALL LANDSCAPING. ANY LANDSCAPING DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AND/OR REPLACED TO ITS ORIGINAL CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. TREES SHALL BE PROTECTED AT THE DRIP LINE BY CONSTRUCTING FENCING AND NO VEHICLE, MATERIAL OR EQUIPMENT SHALL BE STORED WITHIN THIS FENCED AREA. (DRIP LINE - AFTER A RAIN STORM, THE SURFACE AREA UNDERNEATH THE
TREE WHERE WATER DRIPS OFF).
14. THE CONTRACTOR MUST FOLLOW COLORADO STORM WATER CONSTRUCTION STANDARDS IN PREVENTING/CONTROLLING ANY POTENTIAL SANITARY SEWAGE RELEASE INTO THE ENVIRONMENT INCLUDING PREPARATION OF A STORMWATER MANAGEMENT PLAN AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL PERMITS REQUIRED.
15. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA PROGRAMS, INCLUDING BUT NOT LIMITED TO: CONFINED SPACE ENTRY, ASBESTOS, LOCKOUT-TAGOUT, HOT WORK, RESPIRATORY PROTECTION, TRENCHING AND SHORING, AND HAZCOM.
16. THE CONTRACTOR MUST PROTECT STORM SEWER DRAINS (INCLUDING FLOOR DRAINS), MANHOLES, INLET, TRENCHES AND SURFACE RUN-OFF DRAINAGES, ROOF DRAINS, ETC. FROM DISCHARGES OF PROCESS WATER, SEDIMENT, PETROLEUM RESIDUES, AND ALL OTHER CONTAMINANTS. DISCHARGES OF CONTAMINATED OF PROCESS WATER MAY ONLY BE PERMITTED INTO THE SANITARY SEWER IF AUTHORIZED BY UCB
EH&S.
17. THE CONTRACTOR MUST COMPLY WITH UCB DUST CONTROL POLICY TO PREVENT ODORS, VAPORS, DUST, ETC. FROM IMPACTING OTHER AREAS (INCLUDING ADJACENT BUILDINGS) THROUGH OPENINGS, HVAC SYSTEMS AND AIR INTAKES. IF CONSTRUCTION GENERATES DUST OR FUMES INSIDE A BUILDING, THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT THE NUISANCE ACTUATION OF ANY
NEARBY SMOKE OR DUCT PROTECTORS AS DIRECTED BY THE UCB FIRE ALARM SHOP.
18. ANY DISRUPTION OF ELECTRICAL SERVICE CAUSED BY THE CONTRACTOR MUST BE RESTORED IMMEDIATELY. THERE ARE ELECTRICAL LINES SERVING OUTSIDE LIGHTING THAT PROVIDE SECURITY AND SAFETY FOR THE CAMPUS THAT MUST NOT HAVE DISRUPTION OF SERVICE. ALL RESTORED WORK MUST BE INSPECTED PRIOR TO BURIAL.
19. A. BACKFILL MATERIAL, ROAD BASE MATERIAL, ASPHALT, AND COMPACTION TO FOLLOW UCB STANDARDS FOR PARKING LOTS B. CONTRACTOR SHALL ERECT DETOURS FOR PEDESTRIANS AND BICYCLIST WHEN CLOSING OR IMPACTING SIDEWALKS AND BIKE PATHS C. STAGING AREAS SHALL BE DEFINED BY TEMPORARY CHAIN LINK FENCE OR CONSTRUCTION FENCE.
22. SAW-CUT SLURRY, SEDIMENT/SOILS, AND ALL OTHER MATERIALS AND PROCESS WATERS MUST BE CAPTURED FOR PROPER DISPOSAL AND NOT ALLOWED TO BE DISCHARGED TO STORM DRAINS, GUTTERS, PARKING LOTS, OR OTHER STORM CONVEYANCES. USE PROPER BEST MANAGEMENT PRACTICES (BMP'S) TO PROTECT FROM CONTAMINATED RUN-OFF THAT COULD END UP IN BOULDER CREEK; THE FOLLOWING WEB SITE HAS EXAMPLES THAT CAN BE REVIEWED AS APPLICABLE; http://pacepartners.com/municipal-operations
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL FLOWS INCLUDING DRAINAGE FLOWS, AND GROUNDWATER FLOWS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO TOPSOIL, AND LOSS OF SEED CAUSED BY FLOWS UNTIL THE PROJECT IS ACCEPTED BY THE OWNER.
24. THE CONTRACTOR SHALL MAKE ALL NECESSARY PARKING ARRANGEMENTS A MINIMUM OF 10 DAYS IN ADVANCE TO THE START OF CONSTRUCTION.
THE CONTRACTOR'S WORK SHALL BE IN CONFORMANCE WITH THE ABOVE CODESAND CONTRACTOR SHALL
OBTAIN ALL NECESSARY PERMITTING PRIOR TO WORK
GOVERNING CODES FOR THIS PROJECT:
1. UNIVERSITY OF COLORADO BOULDER FACILITY STANDARDS, AS MODIFIED FOR THIS PROJECT.
2. THE 2018 EDITION OF THE INTERNATION BUILDING CODE (IBC)
(AS ADOPTED BY THE COLORADO STATE BUILDINGS PROGRAM AS FOLLOWS: CHAPTER 1 AS AMENDED, CHAPTERS 2-35 AND APPENDICES C AND I)
3. THE 2018 EDITION OF THE INTERNATIONAL MECHANICAL CODE (IMC)
(AS ADOPTED BY THE COLORADO STATE BUILDINGS PROGRAM AS FOLLOWS: CHAPTERS 2-15 AND APPENDIX A)
4. THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
(AS ADOPTED BY THE COLORADO STATE BUILDINGS PROGRAM)
5. THE 2017 EDITION OF THE NATIONAL ELECTRICAL CODE (NEC)
(AS ADOPTED BY THE COLORADO STATE ELECTRICAL BOARD) EFFECTIVE JULY 1, 2017
6. THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS (NFPA)
(AS ADOPTED BY THE DEPARTMENT OF PUBLIC SAFETY/DIVISION OF FIRE PREVENTION AND CONTROL AS APPLICABLE)
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SHEET INDEX
Sheet Number Sheet Title
1 COVER SHEET
2 QUANTITY ESTIMATE
3 LOT 544 - EXISTING SITE PLAN
4 LOT 544 - REMOVAL PLAN
5 LOT 544 - PAVING PLAN
6 LOT 544 - GEOMETRIC LAYOUT
7 LOT 544 - SIGNING & STRIPING PLAN
8 LOT 544 - TRAFFIC CONTROL PLAN 1
9 LOT 544 - TRAFFIC CONTROL PLAN 2
10 LOT 544 - WATER QUALITY
11 LOT 544 - SWMP-INITIAL
12 LOT 544 - SWMP-INTERIM
13 LOT 544 - SWMP-FINAL
14 LOT 548 - EXISITING SITE PLAN
15 LOT 548 - REMOVAL PLAN
16 LOT 548 - PAVING PLAN
17 LOT 548 - GEOMETRIC LAYOUT
18 LOT 548 - SIGNING & STRIPING PLAN
19 LOT 548 - TRAFFIC CONTROL PLAN
20 LOT 548 - WATER QUALITY
21 LOT 548 - SWMP-INITIAL
22 LOT 548 - SWMP-INTERIM
23 LOT 548 - SWMP-FINAL
24 ADS DETAILS
25 TRANSPORTATION DETAILS
26 SWMP DETAILS
27 SWMP DETAILS
ALREADY
COMPLETE
UCB001321-SITE-LOT 548 RECONSTRUCTION
LEGEND
SHEET NUMBER
ISSUE DATE:
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
LOT 548 - EXISITING SITE PLAN 14
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
TMW
MAW
TMW
02-09-2023 ISSUED FOR BID
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SCALE: 1" =
20 20 40
20'
CONTROL POINT TABULATION
POINT# NORTHING EASTING ELEVATION DESCRIPTION
700 247437.88 72055.64 5260.33 CUT X
701 247440.07 72254.63 5256.40 MAG NAIL
702 246981.49 72171.45 5264.51 #5 REBAR W/ GREEN PLASTIC CAP STAMPED "CONTROL POINT"
703 247155.91 71846.45 5263.79 CUT X
704 246989.96 71754.32 5264.63 CUT X
706 247588.56 72349.51 5255.69 X
800 246101.20 71652.33 5271.86 #5 REBAR W/ GREEN PLASTIC CAP STAMPED "CONTROL POINT"
801 246374.41 71647.03 5266.32 MAG NAIL
802 246397.44 71444.78 5268.04 MAG NAIL
803 246140.79 71451.73 5271.40 MAG NAIL
900 252916.26 71893.48 5256.03 MAG NAIL
901 253274.13 71889.76 5257.29 MAG NAIL
902 253271.66 72159.90 5255.31 MAG NAIL
903 252953.86 72177.53 5255.12 BARE #5 REBAR
BENCHMARK 247649.46 70532.97 5264.69 3.5" BRASS DISC - SEE NOTE #3
KEY MAP
SCALE: 1" = 100'
COLORADO AVE.
INNOVATION DR.
NOTES:
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ISSUE DATE:
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
LOT 548 - REMOVAL PLAN 15
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
TMW
MAW
TMW
02-09-2023 ISSUED FOR BID
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SCALE: 1" =
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KEY MAP
SCALE: 1" = 100'
COLORADO AVE.
INNOVATION DR.
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DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
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Call before you dig.
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
LOT 548 - PAVING PLAN 16
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
TMW
MAW
TMW
02-09-2023 ISSUED FOR BID
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SCALE: 1" =
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KEY MAP
SCALE: 1" = 100'
COLORADO AVE.
INNOVATION DR.
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SEE BUY CLEAN COLORADO
REQUIREMENTS IN BCCO TABLE
SEE BUY CLEAN COLORADO
REQUIREMENTS IN BCCO TABLE
Provide a Type III Product-Specific Environmental Product Declaration (EPD) that documents compliance with the following Embodied Carbon Limits:
Asphalt and Asphalt Mixtures: 85 kg CO2 eq / metric ton
Ready Mix Concrete: dependent on concrete strength 4000 PSI: 301 kg CO2 eq / m3
Reinforced Steel: 1030 kg CO2 eq / metric ton
Eligible product-specific EPDs must reference the associated Product Category Rule (PCR), indicate third-party verification (Type III), and reference all ISO Standards (ISO 14025:2006, ISO 14040:2006, and ISO 14044:2006).
BUY CLEAN COLORADO GWP LIMITS PER 2025
OSA UPDATED LIMITS
SEE BUY CLEAN COLORADO
REQUIREMENTS IN BCCO TABLE
SEE BUY CLEAN COLORADO
REQUIREMENTS IN BCCO TABLE
6" CDOT CLASS 6
ASPHALT BASE COURSE, OR
ALTERNATE: CRUSHED CONCRETE
12" SCARIFY, AND
RE-COMPACTED SUBGRADE
12" SCARIFY, AND
RE-COMPACTED SUBGRADE
6" CDOT CLASS 6
ASPHALT BASE COURSE, OR
ALTERNATE: CRUSHED CONCRETE
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
LOT 548 - GEOMETRIC LAYOUT 17
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
TMW
MAW
TMW
02-09-2023 ISSUED FOR BID
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SCALE: 1" =
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KEY MAP
SCALE: 1" = 100'
COLORADO AVE.
INNOVATION DR.
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SHEET NUMBER
ISSUE DATE:
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
LOT 548 - SIGNING & STRIPING PLAN 18
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
BSL
MEK
BSL
02-09-2023 ISSUED FOR BID
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SCALE: 1" =
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KEY MAP
SCALE: 1" = 100'
COLORADO AVE.
INNOVATION DR.
SUMMARY OF PAVEMENT MARKING QUANTITIES
MATERIAL COLOR QUANTITY (GALLONS)
LATEX WHITE 25.70
LATEX BLUE 0.51
TABULATION OF SIGNS
SIGN CODE LEGEND SIGN PANEL SIZE (IN.) QUANTITY
R7-8 RESERVED PARKING 12" X 18" 5
R7-8a VAN ACCESSIBLE 12" X 6" 1
RESERVED
PARKING
R7-8 (12"x18")
RESERVED
PARKING
VAN
ACCESSIBLE
R7-8 (12"x18")
R7-8a (12"x6")
1 2
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TYPICAL PARKING STALL DETAIL
HORIZONTAL SCALE: 1" = 10'
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
LOT 548 - TRAFFIC CONTROL PLAN 19
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
BSL
MEK
BSL
02-09-2023 ISSUED FOR BID
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SCALE: 1" =
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20'
KEY MAP
SCALE: 1" = 100'
COLORADO AVE.
INNOVATION DR.
P R O
FESSIONA L EN
GI
NE
E R
CO
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O LICENSED
38561
WESTMA
STORM LINE HDS PROFILE
SHEET NUMBER
ISSUE DATE:
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
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/09
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
LOT 548 - WATER QUALITY 20
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
KAS
MAW
KAS
02-09-2023 ISSUED FOR BID
HA
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KO
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SCALE: 1" =
10 10 20
10'
KEY MAP
SCALE: 1" = 100'
COLORADO AVE.
INNOVATION DR.
P R O
FESSIONA L EN
GI
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CO
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O LICENSED
38561
WESTMA
RK
A.
LOT 548 HDS WATER QUALITY TREATMENT
SCALE: 1" = 5'
LOT 548 HDS WATER QUALITY TREATMENT PROFILE
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 1'
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
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/09 /23
3:
:34 P
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
LOT 548 - SWMP-INITIAL 21
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
TMW
MAW
TMW
02-09-2023 ISSUED FOR BID
HA
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SCALE: 1" =
20 20 40
20'
KEY MAP
SCALE: 1" = 100'
COLORADO AVE.
INNOVATION DR.
P R O
FESSIONA L EN
GI
NE
E R
CO
LO
RAD
O LICENSED
38561
WESTMA
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
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/09 /23
3:
:39 P
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
LOT 548 - SWMP-INTERIM 22
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
TMW
MAW
TMW
02-09-2023 ISSUED FOR BID
HA
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A
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SCALE: 1" =
20 20 40
20'
KEY MAP
SCALE: 1" = 100'
COLORADO AVE.
INNOVATION DR.
P R O
FESSIONA L EN
GI
NE
E R
CO
LO
RAD
O LICENSED
38561
WESTMA
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
FI
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/09
/23 3:
:44
P B
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
LOT 548 - SWMP-FINAL 23
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
TMW
MAW
TMW
02-09-2023 ISSUED FOR BID
HA
NG
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A
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SCALE: 1" =
20 20 40
20'
KEY MAP
SCALE: 1" = 100'
COLORADO AVE.
INNOVATION DR.
P R O
FESSIONA L EN
GI
NE
E R
CO
LO
RAD
O LICENSED
38561
WESTMA
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
FI
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/09 /23
3:
:54 P
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
ADS BARRACUDA DETAILS 24
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
KAS
KAS
KAS
02-09-2023 ISSUED FOR BID
HA
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A
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CH
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S
MI
TH
P R O
FESSIONA L EN
GI
NE
E R
CO
LO
RAD
O LICENSED
38561
WESTMA
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
FI
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/09
/23 3:
:59
P B
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UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
TRANSPORTATION DETAILS 25
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
TMW
MAW
TMW
02-09-2023 ISSUED FOR BID
HA
NG
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A
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M
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S
KO
CH
ER
S
MI
TH
P R O
FESSIONA L EN
GI
NE
E R
CO
LO
RAD
O LICENSED
38561
WESTMA
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
FI
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PA
TH
: K :\2
5\E
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IN
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\E
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D:
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HU
/09 /23
3:
:06 P
B Y:
R
YA
N W
AL
KE
R
UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
SWMP DETAILS 26
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
TMW
MAW
TMW
02-09-2023 ISSUED FOR BID
HA
NG
ES
A
RE
T
O
BE
M
AD
E
TO
T
HI
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DR
AW
IN
G W
IT
HO
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W
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TT
EN
P
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MI
SS
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N
OF
H
AR
RI
S
KO
CH
ER
S
MI
TH
P R O
FESSIONA L EN
GI
NE
E R
CO
LO
RAD
O LICENSED
38561
WESTMA
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000 Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311 HarrisKocherSmith.com
Know what's below.
Call before you dig.
FI
LE
PA
TH
: K :\2
5\E
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\E
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SI
ON
\S W
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D:
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/09 /23
3:
:13 P
B Y:
R
YA
N W
AL
KE
R
UCB000751
UCB000751-SITE-LOTS 544 & 548 - REBUILD
SWMP DETAILS 27
UNIVERSITY OF COLORADO AT BOULDER
02-09-2023
TMW
MAW
TMW
02-09-2023 ISSUED FOR BID
HA
NG
ES
A
RE
T
O
BE
M
AD
E
TO
T
HI
S
DR
AW
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G W
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HO
UT
W
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TT
EN
P
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MI
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N
OF
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S
KO
CH
ER
S
MI
TH
P R O
FESSIONA L EN
GI
NE
E R
CO
LO
RAD
O LICENSED
38561
WESTMA
| Sheets and Views |
| 1 COVER SHEET |
| 2 QUANTITY ESTIMATE |
| 3 LOT 544 - EXISTING SITE PLAN |
| 4 LOT 544 - REMOVAL PLAN |
| 5 LOT 544 - PAVING PLAN |
| 6 LOT 544 - GEOMETRIC LAYOUT |
| 7 LOT 544 - SIGNING & STRIPING PLAN |
| 8 LOT 544 - TRAFFIC CONTROL PLAN 1 |
| 9 LOT 544 - TRAFFIC CONTROL PLAN 2 |
| 10 LOT 544 - WATER QUALITY |
| 11 LOT 544 - SWMP-INITIAL |
| 12 LOT 544 - SWMP-INTERIM |
| 13 LOT 544 - SWMP-FINAL |
| 14 LOT 548 - EXISITING SITE PLAN |
| 15 LOT 548 - REMOVAL PLAN |
| 16 LOT 548 - PAVING PLAN |
| 17 LOT 548 - GEOMETRIC LAYOUT |
| 18 LOT 548 - SIGNING & STRIPING PLAN |
| 19 LOT 548 - TRAFFIC CONTROL PLAN |
| 20 LOT 548 - WATER QUALITY |
| 21 LOT 548 - SWMP-INITIAL |
| 22 LOT 548 - SWMP-INTERIM |
| 23 LOT 548 - SWMP-FINAL |
| 24 ADS DETAILS |
| 25 TRANSPORTATION DETAILS |
| 26 SWMP DETAILS |
| 27 SWMP DETAILS |
File details come from the government source that posted it. Updated .