Attachment_B_-_Plans.pdf

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FR119/119-A Road Rehabilitation
Solicitation number
12569R19Q0037
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FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

FR119/119-A Road Rehabilitation (ERFO)

FROM OTTAWA NATIONAL FOREST SUPERVISOR'S OFFICE, TRAVEL EAST ON US HIGHWAY 2 TOWARD

POWDERHORN ROAD FOR 0.8 MILES. TURN LEFT ONTO POWDERHORN ROAD FOR 3.0 MILES. TURN

LEFT ONTO BLACK RIVER ROAD FOR 11.5 MILES UNTIL YOU REACH BLACK RIVER HARBOR DAY USE

SITE. LATITUDE: 46.6643 DEGREES, LONGITUDE: -90.0470 DEGREES.

RECOMMENDED BY:

FOREST ENGINEER

DISTRICT RANGER

FOREST SUPERVISOR

8/9 /19

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Michigan

Gogebic County

R09 Eastern Region

Ottawa National Forest

Bessemer Ranger District

INDEX OF SHEETS

SHEET

SHEET TITLE DATE

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COVERSHEET

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QUANTITIES & GENERAL NOTES

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TRAFFIC CONTROL

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OVERALL SITE PLAN

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TYPICALS

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BOAT PARKING LOT CROSS SECTIONS

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BOAT PARKING LOT CROSS SECTIONS (2)

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PROJECT NAME

DRAWING TITLE

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ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/9 /19

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EASTERN

FR119/119-A

ROAD

REHABILITATION

(ERFO)

OTTAWA NF

BESSEMER RD

QUANTITIES/ GENERAL

NOTES

08/07/2019

J.BLAKE

J.BLAKE

B.HEWITT

G-01 002 007

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DATE

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DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/9 /19

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(R09)

EASTERN

FR119/119-A

ROAD

REHABILITATION

(ERFO)

OTTAWA NF

BESSEMER RD

TRAFFIC CONTROL

08/07/2019

J.BLAKE

J.BLAKE

B.HEWITT

G-02 003 007

FR119-A

FR117

G O

G -5

FR119

FR118

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BARRICADE

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TYPE III

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ROAD

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CLOSED

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FR11-2-48X30

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ROAD

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CLOSED

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500 FEET

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FW20-3-48

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ROAD

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CLOSED

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1600 FEET

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SIGNING AT ROAD CLOSURE

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NOT TO SCALE

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BARRICADE

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TYPE III

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NOTES

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1. ALL TEMPORARY TRAFFIC CONTROL MEASURES SHALL BE INSTALLED IN

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ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

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2. ALL TEMPORARY TRAFFIC CONTROL MEASURES SHALL BE PLACED BEFORE

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ANY WORK BEGINS.

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3. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED IN

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GOOD WORKING CONDITION FOR THE DURATION OF THE CONSTRUCTION

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ACTIVITIES.

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4. ADDITIONAL TEMPORARY TRAFFIC CONTROL MEASURES MAY BE REQUIRED

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DURING PORTIONS OF THE WORK TO INSURE PUBLIC SAFETY AS DIRECTED

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BY THE CONTRACTING OFFICER.

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5. ALL SIGNS SHALL BE REFLECTORIZED AND HAVE FLASHING WARNING LIGHTS.

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6. ALL TRAFFIC CONTROL MEASURES SHALL BE PAID UNDER THE LUMP SUM BID

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ITEM FOR "TEMPORARY TRAFFIC CONTROL".

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FR117

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GOG-513

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FR118

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FR119

FR119-A

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/9 /19

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EASTERN

FR119/119-A

ROAD

REHABILITATION

(ERFO)

OTTAWA NF

BESSEMER RD

OVERALL SITE PLAN

08/07/2019

J.BLAKE

J.BLAKE

B.HEWITT

C-01 004 007

GENERAL NOTES.

AGGREGATE BASE, MDOT 22A UP TO 3" DEPTH, USED FOR

PULVERIZING TO BE PAID FOR UNDER ITEM 30103-0000.

STA 0+47.5 - 3+55 PARKING LOT EXPANSION

PARKING LOT EXPANSION INCLUDES, PULVERIZING OF A

PORTION OF THE EXISTING PARKING LOT, EMBANKMENT

EXCAVATION, BASE PREPARATION, AND PLACING OF 2 1.5"

LIFTS OF MDOT LVSP ASPHALT PAVEMENT COURSES WITH

MODIFIED ASPHALT CURB. SEE SHEETS 005-007 FOR MORE

DETAILS.

SAWCUTTING OF ASPHALT IS INCIDENTAL TO ITEM 30504-1000.

ALL RIPRAP IS TO BE PLACED ON GEOTEXTILE, TYPE 1-C

WHICH IS INCIDENTAL TO ITEM 25101-2000.

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STA 3+68.00 SAWCUT EXISTING ASPHALT

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STA 8+63.20 SAWCUT EXISTING ASPHALT

AutoCAD SHX Text STA 3+68 TO 8+63.20 MILL EXISTING ASPHALT PAVEMENT TO 1" DEPTH. REPAVE W/ 1.5" ASPHALT SURFACE COUSRE, MDOT E03. GRADE TO PROVIDE POSITIVE DRAINAGE AS SHOWN BY ARROWS. PROTECT EXISTING ASPHALT CURB.

AutoCAD SHX Text 0+68.50 BEGIN SAWCUT OF EXISTING ASPHALT. BEGIN PARKING LOT EXPANSION. SEE SHEETS 006-007.

AutoCAD SHX Text STA 3+43.00 END SAWCUT OF EXISTING ASPHALT. END PARKING LOT EXPANSION. SEE SHEETS 006-007

AutoCAD SHX Text STA 0+68.5 TO 3+43 MILL EXISTING ASPHALT PAVEMENT TO 1" DEPTH. REPAVE W/ 1.5" ASPHALT SURFACE COUSRE, MDOT E03. GRADE TO PROVIDE POSITIVE DRAINAGE AS SHOWN BY ARROWS. PROTECT EXISTING ASPHALT CURB.

AutoCAD SHX Text STA 0+00 TO 9+86 ADD ADDITIONAL AGGREGATE BASE, MDOT 22A, PRIOR TO PULVERIZING AS NEEDED TO PROVIDE 8" BASE AFTER COMPACTION, PLACE 2 1.5" LIFTS OF MDOT E03 ASPHALT PAVEMENT COURSES..

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PROPOSED BOAT PARKING LOT CENTERLINE ALIGNMENT.

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EXISTING BOAT PARKING LOT CENTERLINE ALIGNMENT

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EXISTING EDGE OF PAVEMENT

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PROPOSED EDGE OF PAVEMENT

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PROPOSED EMBANKMENT CONTOURS

AutoCAD SHX Text STA 3+15 START ASPHALT CURB. SEE SHEET 005. START DITCH CLEANOUT. PLACE RECM, TYPE 3.B, BIODEGRADABLE

AutoCAD SHX Text STA 4+50 REMOVE CULVERT AND OPEN CHANNEL. MATCH EXISTING DITCH DIMENSIONS. START RIPRAP LINED DITCH W/ ROCK CHECK DAMS. LOCATIONS TBD BY ENGINEER. CONTINUE DITCH CLEANOUT, END RECM PLACEMENT.

AutoCAD SHX Text STA 4+60 ASPHALT PAVED DITCH, 7 LF OR AS DETERMINED BY ENGINEER. SEE SHEET 005 FOR DETAILS.

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EXTEND ASPHALT PAVEMENT TO TIE INTO EXISTING CONCRETE PAD.

AutoCAD SHX Text STA 5+90 ASPHALT PAVED DITCH, 3.5 LF OR AS DETERMINED BY ENGINEER. SEE SHEET 005 FOR DETAILS.

AutoCAD SHX Text STA 6+89 ASPHALT PAVED DITCH, 20 LF OR AS DETERMINED BY ENGINEER. SEE SHEET 005 FOR DETAILS. END ASPHALT CURB. END RIPRAP LINED DITCH.

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STA 8+16 START ASPHALT CURB

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STA 9+86 END ASPHALT CURB

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4 INCH WHITE LINE, PAID AS PAVEMENT MARKINGS TYPE B, SOLID (TYP.)

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HANDICAP SYMBOL, PAID AS PAVEMENT MARKING, TYPE B, ACCESSIBILITY SYMBOL. (TYP.)

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4 INCH BLUE LINE, PAID AS PAVEMENT MARKINGS, TYPE B. (TYP)

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EXISTING UNDERGROUND ELECTRICAL

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EXISTING UNDERGROUND ELECTRICAL

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EXISTING UNDERGROUND PHONE LINE

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UNDERGROUND STORM SEWER TO REMAIN

STA 3+43 TO 3+89 ADD ADDITIONAL AGGREGATE BASE, MDOT 22A, PRIOR TO PULVERIZING AS NEEDED TO PROVIDE 8" BASE AFTER COMPACTION. PLACE 2 1.5" LIFTS OF MDOT E03 ASPHALT PAVEMENT COURSES..

STAMPS, LOGOS, AND SEALS

PROJECT NAME

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CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/9 /19

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EASTERN

FR119/119-A

ROAD

REHABILITATION

(ERFO)

OTTAWA NF

BESSEMER RD

TYPICALS

08/07/2019

J.BLAKE

J.BLAKE

B.HEWITT

C-02 005 007

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SEED, FERTILIZE,AND MULCH (TYP.)

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ASPHALT PAVEMENT

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United States Department of Agriculture Forest Service

8/9 /19

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CROSS SECTIONS

08/07/2019

J.BLAKE

J.BLAKE

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C-03 006 007

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EXISTING PARKING LOT TO BE MILLED

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PREPARED 8" BASE

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2 1.5" LIFTS OF ASPHALT PAVEMENT COURSES, MDOT E03

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PREPARED 8" BASE

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EXISTING EMBANKMENT TO BE EXPANDED. PAID FOR UNDER ITEM 20420-0000.

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United States Department of Agriculture Forest Service

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FR119/119-A

ROAD

REHABILITATION

(ERFO)

OTTAWA NF

BESSEMER RD

BOAT PARKING LOT

CROSS SECTIONS (2)

08/07/2019

J.BLAKE

J.BLAKE

B.HEWITT

C-04 007 007

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EXISTING ROAD TO BE PULVERIZED

Sheets and Views
COVERSHEET
FR119-119-A Road Rehabilitation (ERFO)-Quantities-Gennotes.pdf
Sheets and Views
Quantities-Gennotes
FR119-119-A Road Rehabilitation (ERFO)-Traffic Control.pdf
Sheets and Views
Traffic Control
FR119-119-A Road Rehabilitation (ERFO)-Overall Site Plan.pdf
Sheets and Views
Overall Site Plan
FR119-119-A Road Rehabilitation (ERFO)-Typicals.pdf
Sheets and Views
Typicals
FR119-119-A Road Rehabilitation (ERFO)-Cross Sections.pdf
Sheets and Views
Cross Sections
FR119-119-A Road Rehabilitation (ERFO)-Cross Sections (2).pdf
Sheets and Views
Cross Sections (2)
2019-08-09T12:45:16-0500
ANTHONY HOLLAND
2019-08-09T14:28:47-0500
LINDA JACKSON
2019-08-09T12:14:40-0500
Bryan Hewitt

File details come from the government source that posted it.