r IOWA DEPARTMENT OF NATURAL RESOURCES C ONSTRU C TION DO C UMENTS FOR MINES OF SPAIN STATE PARK ROADWAY PAT C HING DUBUQUE C OUNTY, IOWA I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED UNDER MY SUPERVISION AND THAT ENGINEERING DECISIONS WITH REGARD TO THE DESIGN WERE MADE BY ME UNDER THE WS OF THE STATE OF IOWA. Heath Delzell g�: 1 t; i f_�:�2� y o��5��4��� 2 5��0· ""' DOT PROJECT#SP-689-0(9)--?C-31 PROJECT# 21-03-31-01 1-800-292-8989 w.iowaonecall.com HEATH B. DELZELL INi IYPNE MY LICENCE RENEWAL DATE IS DECEMBER 31, 20 _ PAGES COVERED BY THIS SEAL: ______ _ ' DIRECTORY PROJECT DESCRIPTION / AUTHORIZATION TO BID PROJECT MANAGER CONSTRUCTION INSPECTOR This project consisls of patching and asphalt ove�ay of 875' of roadway. COMPANY IOWA DEPARTMENT OF NATURAL RESOURCES COMPANY ADDRESS 502 êST 9TH STREET ADDRESS CITY,STATE,ZIP DES MOINES, IA, 50319 CI,STATE,ZIP CONTACT Troy Duff CONTACT TELEPHONE 515-250-3715 TELEPHONE FAX FAX EMAIL troy.duff@dnr.iowa.gov EMAIL IOWA DEPARTMENT OF NATURAL RESOURCES Melvin Pacovs 319-240-3553 melvin.pacovs@dnr.iowa.gov N · 1 Ck De11a ca Digitally signed by Nick Dellaca Date: 2021.06.22 15:14:43 -05'00' AUTHORITION - PARKS I WILDLIFE I FISHERIES I LAW ENFORCEMENT I FORESTRY DATE • Digitally signed by Travis Baker Travis Baker Date:2021.06.2816:50:40 -05'00' ENGINEERING BUREAU CHIEF DATE r SHEET INDEX ' A.01 COVER SHEET A.02 LOCATION MAP B.01 PICAL CROSS SECTIONS AND DETAILS C.01 QUANTITIES AND GENERAL INFORMATION D.01 SITE PLAN D.02 SITE PLAN D.03 SITE PLAN z � z 0 u 0 w U Z w 0 w w C � oz w w z w > 0 u REVISION � 0 w z 0 w z � DRAWN BY PROJECT NUMBER· TDD 21-03-31-01 CHK'DBY MAY 2021 A.01 z u 0 0 21
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r
IOWA DEPARTMENT OF NATURAL RESOURCES
CONSTRUCTION DOCUMENTS
FOR
MINES OF SPAIN STATE PARK
ROADWAY PATCHING
DUBUQUE COUNTY, IOWA
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED UNDER MY SUPERVISION AND THAT ENGINEERING DECISIONS WITH REGARD TO THE DESIGN WERE MADE BY ME UNDER THE LAWS OF THE STATE OF IOWA.
Heath Delzell g�:1
t;i
f_�:�2�y
o��5��4���2
5��0· ""'
DOT PROJECT #SP-689-0(9)--?C-31
PROJECT# 21-03-31-01
1-800-292-8989www.iowaonecall.com
HEATH B. DELZELL PRINibbUR IYPEUNAME
MY LICENCE RENEWAL DATE IS DECEMBER 31, 20 _ PAGES COVERED BY THIS SEAL: ______ _
'
DIRECTORY PROJECT DESCRIPTION /
AUTHORIZATION TO BID
PROJECT MANAGER CONSTRUCTION INSPECTOR This project consisls of patching and asphalt ove�ay of 875' of roadway.
COMPANY IOWA DEPARTMENT OF NATURAL RESOURCES COMPANY
ADDRESS 502 EAST 9TH STREET ADDRESS
CITY,STATE,ZIP DES MOINES, IA, 50319 CITY,STATE,ZIP
TRANSISTION SLOPE = 1 INCH : 10 FEETEXISTING PAVEMENT
25 FEET
DISTANCE VARIES
1.5-INCH SCARIFYING
2.5"
(USE INTERMEDIATE MIX)MILLED TRANSISTION AREA
80+81 - 84+81
MINES OF SPAIN RD
108+55 - 112+55
FARMSTEAD RD
203+68 - 204+43
400'
75'
400' 20' 889
167
0.076
(10X100)
PATCHES
(10X100)
PATCHES53.17 TONS
53.17 TONS
10.0 TONS
79.75 TONS
79.75 TONS
14.95 TONS 14.95 TONS
79.75 TONS
79.75 TONS889
PROJECT NUMBER:
DATE:
NO.DATE
BYREVISION
DRAWN BY:
CHK'D BY:
SHEET No:
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0319-0
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PAIN S
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ITEM
NO.
ESTIMATE REFERENCE INFORMATION
DESCRIPTION
ESTIMATED PROJECT QUANTITIES
ITEM NO. ITEM UNIT TOTAL
GENERAL NOTES
C.01
No work will be allowed from 12 noon Friday until the following Monday. No work on holidays.
Iowa DOT specification sections are listed before each bid item.
fence, rock ditch checks, silt basins or silt dikes.to install and maintain erosion control features on the project. This may involve seeding, silt The contractor is expected to have materials, equipment, and labor available on a daily basis
finish grade. The contractor shall shape graded area to maintain surface drainage. All elevations are to
caused by such work.additional compensation will be allowed to the contractor for any interference or delay determine their existence and exact location and to avoid damage thereto. No claims for existence of which is presently not known or shown. It is the contractor’s responsibility to their locations must be considered approximate only. It is possible there may be others, the structures and utilities have been plotted from available surveys and records and therefore access to these facilities for necessary modification of services. Underground facilities, of those utilities prior to the beginning of any construction. The contractor shall be afforded construction area, it shall be the responsibility of the contractor to notify the DNR Engineer Where utilities and fixtures are shown as Existing on the plans or encountered within the
will be subject to the approval of the DNR Engineer.equipment or use these areas for storage of materials. Storage, parking and service areas construction limits. The contractor will not be permitted to park or service vehicles and The contractor shall not disturb desirable grass areas and desirable trees outside the
stated in the plans or approved by the DNR Engineer.hauled to these sites. No material shall be placed within the right-of-way, unless specifically into the work involved on this project. No payment for overhaul will be allowed for material material (excavated material or broken concrete) which is not desirable to be incorporated It shall be the contractor’s responsibility to provide waste areas or disposal sites for excess
proceeding with the work.shall notify the DNR Engineer of any discrepancies, omissions, and/or conflicts prior to The contractor shall verify, at the site, all dimensions and conditions shown on the plans and
to the plans, specification, special provisions and contract.visit the project site shall not relieve the contractor from performing the work in accordance themselves with the actual job conditions prior to bidding and the start of work. Failure to The contractor shall visit the site and inspect the project area and thoroughly familiarize
ordinances.All work shall conform to and be performed in accordance with all applicable codes and
Verify actual locations and elevations with DNR Engineer.
C. Contractor shall give 2-week notice before any road closures for Park staff to provide public notice.
B. If road closures are necessary, they shall be per Iowa DOT Standard Road Plan TC-252.
A. This item includes ALL pilot cars and/or flaggers needed to complete the work under traffic.11
A. For interlayer base course.10
A. For intermediate and surface courses.9
B. No special friction requirement.
A. 1.5-inch lift.8
B. Use in transition wedge areas.
A. 1.5-inch lift.7
A. 1-inch lift.6
D. Includes both shoulders.
C. A shouldering machine must be used to place millings where possible.
B. Remove spoil from project site.
A. Remove excess shoulder/vegetation material 3-inches deep, 2 feet wide.5
D. Remove excess millings from project site, or as directed by DNR Field Engineer.
C. Screen millings down to 1.5-inch size and use as shoulder material.
B. Milled headers to be an additional 2.5-inches. Taper headers 1-inch per 10 feet.
A. Nominal 1.5-inch scarification.4
1
1
5.5
17.4
165.7
165.7
110.5
8.8
1944
3
256
0.2
2533 - Mobilization
2528 - Traffic Control
2303 - Asphalt Binder, PG 64-34E+
2303 - Asphalt Binder, PG 58-28H, High Traffic
2303 - Hot Mix Asphalt High Traffic, Surface Course, 1/2in. Mix
2303 - Hot Mix Asphalt High Traffic, Intermediate Course, 1/2in. Mix
2303 - Hot Mix Asphalt Mixture, Interlayer Base Course, 3/8in. Mix
