Attachment C - Plans, Project #24-05-06-03.pdf
PDF 1 MB Posted
- Solicitation number
- 24-05-26-03
- Issued by
- Polk County, Iowa
About this file
This is a construction plan document from the Iowa Department of Natural Resources for parking lot pavement maintenance at Lake Wapello State Park in Davis County (Project #24-05-26-03). The project consists of resurfacing a boat ramp parking lot and includes 2" surface overlay on roads and parking lots, installation of curb and gutter, granular shoulders, earth shoulders, and pavement markings. Key quantities include 297 tons of HMA surface course, 137.2 SY of pavement scarification, 55 LF of curb and gutter, 42 tons of granular shoulder material, and 56 tons of granular road surface material. The work also involves removing and reinstalling concrete wheel stops and adding new pavement markings.
The plans detail specific technical requirements including milled header dimensions, resurfacing granular shoulder sections, and curb/gutter specifications. The project location is clearly identified with detailed site plans showing the boat ramp road, parking areas, rigging lane, and various shoulder improvements. Cross sections indicate standard details for pavement overlay transitions, shoulder construction, and curb installations. The document includes comprehensive quantity tables breaking down materials needed for each project component.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Attachment B - Specifications, Project #24-05-06-03.pdf | ||
| Contract, Project #24-05-06-03.pdf | ||
| 1284325-event.pdf |
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Text version
C O
V E
R S
H E
E T
SHEET INDEX
PROJECT DESCRIPTION AUTHORIZATION TO BID
DATEENGINEERING BUREAU CHIEF
DATEAUTHORIZATION - PARKS | WILDLIFE | FISHERIES | LAW ENFORCEMENT | FORESTRY
DIRECTORY
COMPANY
ADDRESS
CITY,STATE,ZIP
TELEPHONE
FAX
CONTACT
COMPANY
ADDRESS
CITY,STATE,ZIP
TELEPHONE
FAX
CONTACT
PROJECT MANAGER CONSTRUCTION INSPECTOR
Mandi.Aldrich-Peters@dnr.iowa.gov
515-205-1698
MANDI L. ALDRICH PETERS
DES MOINES, IA, 50321
6200 PARK AVE
IOWA DEPARTMENT OF NATURAL RESOURCES
MANDI L.
PETERS
ALDRICH
14439
AWOI
G R
E E
NI
N
E
L O
ANISSEFOR
P
D E
S N
E
CI
L
UNDER THE LAWS OF THE STATE OF IOWA.
DECISIONS WITH REGARD TO THE DESIGN WERE MADE BY ME
PREPARED UNDER MY SUPERVISION AND THAT ENGINEERING
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS
PAGES COVERED BY THIS SEAL:
MY LICENCE RENEWAL DATE IS DECEMBER 31, 20
PRINTED OR TYPED NAME
SIGNATURE DATE
MANDI L. ALDRICH PETERS
A.01
SITE PLAN
SITE PLAN
QUANTITIES AND GENERAL INFORMATION
TYPICAL CROSS SECTIONS AND DETAILS
LOCATION MAP
COVER SHEET
D.02
D.01
C.01
B.01
A.02
A.01
This project consists of resurfacing a boat ramp parking lot at Lake Wapello State Park in Davis County.
ALL
jason.kruse@dnr.iowa.gov
515-250-3707
JASON KRUSE
IOWA DEPARTMENT OF NATURAL RESOURCES
IOWA DEPARTMENT OF NATURAL RESOURCES
PARKING LOT PAVEMENT MAINTENANCE REBID
LAKE WAPELLO STATE PARK
FOR
CONSTRUCTION DOCUMENTS
DAVIS COUNTY, IOWA
PROJECT # 24-05-26-03
PROJECT NUMBER:
DATE:
NO.
DATE
BY
REVISION
DRAWN BY:
CHK'D BY:
SHEET No:
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A.02
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PROJECT LOCATION
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RESURFACING GRANULAR SHOULDER SECTION
Top of Existing Snhoulder
4'
4.0% 2" Surface Course
MILLED HEADER DIMENSIONS AND DETAILS
Transistion Slope = 1 Inch : 10 Feet Existing Pavement
25 FEET
2"
Milled Transistion Area
Existing pavement
3" Granular Shoulder2" Overlay
2'
FORM
GRADE
ELEV.
per plans Slope as
Pavement
Existing
2 3
CURB AND GUTTER UNIT
Existing
Existing
Existing
Existing
Pavement is HMA.
Pavement is PCC. 'B' joint if
'BT' , 'KT', or 'L' joint if
Pavement is PCC.
elevation difference if
Pavement is HMA. No inch if 8
6 inch Standard Curb1
Curb Any
No Cur b
5'-0" T ransit ion
FOR ALL CURBS
CURB RUNOUT
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ITEM
NO.
ESTIMATE REFERENCE INFORMATION
DESCRIPTION
ESTIMATED PROJECT QUANTITIES
ITEM NO. ITEM UNIT TOTAL
GENERAL NOTES
features on the project. This may involve seeding, silt fence, rock ditch checks, silt basins or silt dikes.
The contractor is expected to have materials, equipment, and labor available on a daily basis to install and maintain erosion control
The contractor shall shape graded area to maintain surface drainage. All elevations are to finish grade.
caused by such work.
and to avoid damage thereto. No claims for additional compensation will be allowed to the contractor for any interference or delay existence of which is presently not known or shown. It is the contractor’s responsibility to determine their existence and exact location available surveys and records and therefore their locations must be considered approximate only. It is possible there may be others, the access to these facilities for necessary modification of services. Underground facilities, structures and utilities have been plotted from the contractor to notify the DNR Engineer of those utilities prior to the beginning of any construction. The contractor shall be afforded Where utilities and fixtures are shown as Existing on the plans or encountered within the construction area, it shall be the responsibility of note.
when measured at breast height, shall be felled between October 1st and March 31st. Brush and debris removal is not restricted by this Unless otherwise directed by the Plans, Specifications, or the DNR Engineer, all trees with a trunk diameter of three inches or greater be subject to the approval of the DNR Engineer.
permitted to park or service vehicles and equipment or use these areas for storage of materials. Storage, parking and service areas will The contractor shall not disturb desirable grass areas and desirable trees outside the construction limits. The contractor will not be the DNR Engineer.
material hauled to these sites. No material shall be placed within the right-of-way, unless specifically stated in the plans or approved by concrete) which is not desirable to be incorporated into the work involved on this project. No payment for overhaul will be allowed for It shall be the contractor’s responsibility to provide waste areas or disposal sites for excess material (excavated material or broken discrepancies, omissions, and/or conflicts prior to proceeding with the work.
The contractor shall verify, at the site, all dimensions and conditions shown on the plans and shall notify the DNR Engineer of any plans, specification, special provisions and contract.
bidding and the start of work. Failure to visit the project site shall not relieve the contractor from performing the work in accordance to the The contractor shall visit the site and inspect the project area and thoroughly familiarize themselves with the actual job conditions prior to
All work shall conform to and be performed in accordance with all applicable codes and ordinances.
Verify actual locations and elevations with DNR Engineer.
C.01
C B. Seeding shall be incidental.
A. No payment for overhaul will be allowed for earth shoulder material.
D. No payment for overhaul will be allowed.
C. Off site disposal is the responsibility of the contractor.
B. All saw cuts shall be incidental.
A. The contractor shall remove the existing pavement and base as indicated in the plan sheets.
control details.
A. A. Includes all barricades, signs, pilot cars, and/or flaggers needed to complete the work under traffic per Iowa DOT standard traffic Traffic Control12 markings.
A. See DOT Specification Table 2527.03-1 for the minimum atmospheric and surface temperatures for application of pavement Painted Pavement Marking, High-Build Waterborne11
A. Wheel stops shall be tied to the paved surface via metal pins.
Remove and Reinstall Concrete Wheel Stops0
. Urban seeding shall be Type 1 (Permanent Lawn Mixture) and placed in mowed areas.
Shoulder Construction, Earth9
A. 6" of modified subbase has be placed under and extending 2' beyond the curb and gutter.
Modified Subbase6
A. Road surface temperature shall be at or above those listed for the applicable course and thickness in DOT Specification 2303.
Hot Mix Asphalt High Traffic, Surface Course, 1/2 In. Mix, No Special Friction Requirement3
C. No payment for overhaul will be allowed.
B. Off site disposal of removed material is the responsibility of the contractor.
A. Quantity includes milled headers.
Pavement Scarification2
Removal of Pavement
Mobilization Traffic Control Painted Pavement Marking, High-Build Waterborne Remove and Reinstall Concrete Wheel Stops Shoulder Construction, Earth Granular Shoulder, Type B Granular Surface On Road, Class A Crushed Stone Modified Subbase Curb and Gutter, HMA, 2.0' Asphalt Binder, PG 58-28H, High Traffic Hot Mix Asphalt High Traffic, Surface Course, 1/2 In. Mix, No Special Friction Requirement Pavement Scarification Removal of Pavement
9.9
2.87 4.4
55.0
137.2 17.2
LS
LS
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C.02
(FT)
LENGTH
(FT)
WIDTH
LOCATION
Rigging Lane
Pull Off Lane
100.0
73.0
56.0
34.8
19.2
ROCK ROAD
(TON)
ROADSTONE
1 1/4"
45.00
28.00
196.00
70.00
114.00
(FT)
LENGTH
(FT)
WIDTH
LOCATION
Boat Ramp Road and Lot
42.0
3.2
2.0
13.8
4.9
8.0
SHOULDER ROCK
(TON)
CLASS A
LENGTH (FT) WIDTH (FT) AREA (SY) MILES 1" INTERLAYER (TON) 1.5" INTERMEDIATE (TON) 2" SURFACE (TON)
2689.7
2689.7
RESURFACING
SCARIFICATION (SY)
MILLED HEADER
LOCATION
137.2
137.2Boat Ramp Road and Lot
(IN)
THICKNESS
@ 1.00
Line (White)
SLW4: Solid
PAVEMENT MARKINGS
STATION
9.94
9.94
9.94
Factored Length
Unfactored Length
STATION
2.87
1.27
0.50
1.10
(STA)
LENGTH
(FT)
WIDTH
LOCATION
Car Parking
Curb and Gutter
Island
EARTH SHOULDER
(IN)
THICKNESS
55.0
55.0
(FT)
LENGTH
(FT)
WIDTH
LOCATION
CURB AND GUTTER
(IN)
THICKNESS
Parking Lots
(CY)
SUBBASE
4.4
4.4
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Existing Vault
Existing Parking Lot
3" of Class A in 100x16 Rigging Lane
110x4 Earth Shoulder
114x4 of 3" Class A Granular Shoulder 45x4 of 3" Class A Granular Shoulder
70x4 of 3" Class A Granular Shoulder
28x4 of 3" Class A Granular Shoulder
55' of 2' Curb and Gutter
196x4 of 3" Class A Granular Shoulder
73x15 of 3" Class A Granular Road Rock
2" Overlay On Road and Parking Lots
Overlay Taper
127x4 Earth Shoulder
Remove Existing Pavement
50x4 Earth Shoulder
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Reinstall and Pin 9 Concrete Wheel Stops Remove 10 Concrete Wheel StopsRemove, Reinstall and Pin 5 Concrete Wheel Stops
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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
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| 24-05-26-03 Lake Wapello, Boat Ramp Parking Pvmt Maint_Planset |
| 24-05-26-03 Lake Wapello, Boat Ramp Parking Pvmt Maint_Planset |
| 24-05-26-03 Lake Wapello, Boat Ramp Parking Pvmt Maint_Planset |
| 24-05-26-03 Lake Wapello, Boat Ramp Parking Pvmt Maint_Planset |
| 24-05-26-03 Lake Wapello, Boat Ramp Parking Pvmt Maint_Planset |
| 24-05-26-03 Lake Wapello, Boat Ramp Parking Pvmt Maint_Planset |
| 24-05-26-03 Lake Wapello, Boat Ramp Parking Pvmt Maint_Planset |
File details come from the government source that posted it. Updated .