25-020 Parking Lots_Scope of Work Figures R.pdf
PDF 4 MB Posted
- Attached to
- Repave Parking Lots: Buildings 959, 849, and 957
- Solicitation number
- CCCS IFB 25-020
- Issued by
- Denver County, Denver City, Colorado
About this file
The document is a comprehensive set of engineering plans and specifications prepared by Ground Engineering Consultants for the Lowry Campus Parking Lot Maintenance Project located in Denver, Colorado. The project involves pavement rehabilitation and accessibility improvements for parking lots at three buildings (959, 849, and 967), including ground-penetrating radar (GPR) and coring surveys to assess existing pavement conditions. The scope of work includes removing and replacing existing asphalt and concrete surfaces, installing new curb ramps with truncated domes, adjusting gutters, and implementing ADA-compliant accessibility features across multiple parking lot locations.
The project specifications include detailed technical requirements for construction, such as concrete and asphalt mix specifications, compaction standards, and construction traffic limitations. Contractors are required to conduct utility locates, maintain a water truck on-site, use specific compaction equipment, and follow strict guidelines for material placement and joint construction. Payment will be based on actual quantities placed or removed, and bidders are advised to visit the site prior to finalizing bids. The documentation provides precise measurements for each parking lot, base course depths, and specific areas requiring renovation, with a focus on creating accessible and structurally sound parking infrastructure.
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Other files
| File | Type | Posted |
|---|---|---|
| 25-020 Parking Lots 959 849 967_Project Manual.pdf | ||
| 25-020 Parking Lots 959, 849, 957 - AFB.docx | DOCX document |
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Text version
9" / 3" top-down crack /
5"
6.25"
5.75"
8"
8"
(Not to Scale) 3526SITE.DWGCADFILE NAME:
JOB NO.: 25-3526 FIGURE: 1
GOOGLE EARTH AERIAL IMAGE (DATE UNKNOWN)
8" / 2" top-down crack /
Indicates asphalt thickness, crack depth, and approximate location. GPR / CORING RESULTS ADMIN
BUILDING 959
3526 SITE.DWGCADFILE NAME:
JOB NO.: 25-3526 FIGURE: 2
GOOGLE EARTH AERIAL IMAGE (DATE UNKNOWN)
MILL 4.5" & OVERLAY WITH 3" S MIX &
1.5" SX MIX.
9101 EAST LOWRY BLVD (BLDG. 959)
ASPHALT/CONCRETE SCOPE OF WORK
(Not to Scale)
31' (RAISE) 29' (RAISE)
17' (RAISE AT NOSE)
3'
49' 17'
9'x8' WITH TRUNCATED
DOMES.
20.5'
20'
RAISE AT NOSE
R&R 151'x4' TYPE II GUTTER (7")
14'x6'42.5'x6' 26'x9'11x7.5'
New Parallel Curb Ramp With Truncated Domes
4'x8.5'
40.5'
66' (RAISE≈.75" AT RAMP)
NEW PERP. RAMP WITH
TRUNCATED DOMES
REMOVE 45'X7' ASPHALT (≈8") AND
REPLACE WITH ≈43'X4' TYPE II GUTTER
9'
33'
R&R SIDEWALK
TYPE II CONCRETE GUTTER (7")
REINFORCED.
R&R CURB AND GUTTER
8'
9.5'x8.5'
24'x6'
New Parallel Curb Ramp With Truncated Domes
2.5" / 5" base
2.5" / 4" base
2.5" / 5" base
3" / 6" base
2.75" / 6" base
6.25" Concrete
(Not to Scale) 3526SITE.DWGCADFILE NAME:
JOB NO.: 25-3526 FIGURE: 3
GOOGLE EARTH AERIAL IMAGE (DATE UNKNOWN)
2" / 6" base Indicates asphalt / concrete thickness, base thickness, and approximate location. GPR / CORING RESULTS
HEALTH SCIENCES BLDG 849
JOB NO.: 25-3526 FIGURE: 4
GOOGLE EARTH AERIAL IMAGE (DATE UNKNOWN)
MILL 4.5" (≈2.25"-3" ASPHALT & ≈1.5"-2"
BASE) AND REPLACE WITH 3" S MIX
AND 1.5" SX MIX
1070 ALTON WAY (BLDG. 849) ASPHALT/CONCRETE
SCOPE OF WORK
(Not to Scale)
REMOVE ≈ 6-7 CONCRETE PAN &
REPLACE WITH TYPE II GUTTER (7")
VAN ADAADA
297 SY
REMOVE CONCRETE
RAMP (6 SY)
5'x4'
5'x4'
8'x8.5'
53'43.5'
10'13'45'5'
22'
10'
NEW PARALLEL CURB RAMP
ADA
NEW ASPHALT RAMP (11'
WIDE TO BE FLUSH WITH
SIDEWALK THEN TAPER
ON BOTH SIDES - EXTEND
TO CONCRETE PAN)
R&R SIDEWALK R&R CURB AND GUTTER
7'
6" / 7" base
3" / 6" base
6.25" / 7" base
3.25" / 6" base
2.5" / 10" base
(Not to Scale) 3526SITE.DWGCADFILE NAME:
JOB NO.: 25-3526 FIGURE: 5
GOOGLE EARTH AERIAL IMAGE (DATE UNKNOWN)
2.5" / 6" base Indicates asphalt thickness, base thickness, and approximate location. GPR / CORING RESULTS
BLDG. 967
JOB NO.: 25-3526 FIGURE: 6
GOOGLE EARTH AERIAL IMAGE (DATE UNKNOWN)
MILL 4.5" (≈2.5"-4.5" ASPHALT & ≈0"-2"
BASE) & REPLACE WITH 3" S MIX & 1.5"
SX MIX.
9026 E SEVERN PLACE (BLDG. 967)
ASPHALT/CONCRETE SCOPE OF WORK
(Not to Scale)
R&R SIDEWALK
R&R CURB AND GUTTER
7'
41'x10'
71'
10'x10'
8.5x10'
CHASE DRAIN
19.5' (Mountable Curb Here)
10'
10'
NEW PARALLEL CURB RAMP WITH TRUNCATED DOMES AT ISLES
44' (RAISE AND RAISE TILT)
VAN ADA ADA
JOB NO.: 25-3526 FIGURE: 7
NOTES
| 3526SITEFINAL Revised-FIG 6.pdf |
| Sheets and Views |
| 3526SITEFINAL Revised-FIG 6 |
| CCCS-25-1 Repave Parking Lots Buildings 959 849 and 967 Scope of Work Figures.pdf |
| FIGURES |
| 3526SITEFINAL-FIG 1 |
| Sheets and Views |
| 3526SITEFINAL-FIG 1 |
| 3526SITEFINAL-FIG 2 |
| Sheets and Views |
| 3526SITEFINAL-FIG 2 |
| 3526SITEFINAL-FIG 3 |
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| 3526SITEFINAL-FIG 3 |
| 3526SITE-FIG 4 |
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| 3526SITEFINAL-FIG 5 |
| Sheets and Views |
| 3526SITEFINAL-FIG 5 |
| 3526SITE-FIG 6 |
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| 3526SITE-FIG 6 |
| 3526SITE-FIG 7 |
| Sheets and Views |
| 3526SITE-FIG 7 |
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