Att. 2 - Plans.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

CON-Morgan Falls Automated Machine Utilities

FROM MARENGO, WI. DRIVE SOUTH ON VAN DE BRUGGEN ROAD, TURN RIGHT ON COUNTY ROAD C, CONTINUE STRAIGHT ONTO WILDCAT ROAD, TURN LEFT ON ASHLAND/BAYFIELD ROAD DRIVE SOUTH

UNTIL YOU ARRIVE AT MORGAN FALLS TRAILHEAD ON LEFT. Lot entrance located at: 46.353349, -90.924026.

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER DATE

DATE

9/1 6/2

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WISCONSIN

ASHLAND COUNTY

(R09) EASTERN REGION

CHEQUAMEGON-NICOLET NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

INDEX OF SHEETS

SHE

ET

SHEET TITLE

MORGAN FALLS TRAILHEAD

PARKING

DISTRICT RANGER

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COVERSHEET

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PROPOSED SITE PLAN

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CONCRETE PLANS

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CONCRETE DETAILS

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KIOSK DETAILS

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ELECTRICAL INSTALLATION

SCALE: NO SCALE

FR 199

M O

RG

A

N C

RE

EK

Notes

1. The Contractor is responsible for coordination with and payment of the electrical utility provider for all initial service construction and installation costs including but not limited to service wire, transformer/pad, meter/base, required grounding, and disconnects..

2. Any suitable gravel material excavated for sidewalks and pads may be used for the concrete base and slab edge dressing..

3. All other excavated material shall be disposed of off site.

4. Topsoil, Seed, and Mulch all disturbed areas not designated for gravel or concreting.

5. Do not scale drawings, dimensions provided are approximate for purposes of general project scoping. The Contractor is responsible for field verification of existing conditions and quantities of materials that will be required for a complete finished product.

6. All electrical work shall be in compliance with the current NFPA70, State of Wisconsin Electrical Code Requirements, and the requirements of the utility provider. The Contractor is responsible for installation of components required for full compliance whether depicted in the drawings or not.

7. The Contractor shall procure an electrical installation inspection and submit it to both the electrical utility provider per their requirements and a copy shall be furnished to the Contracting Officer's Representative.

DRAWN

DESIGNER

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

9/1 6/2

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Region 9 Eastern Region

CON-Morgan Falls Automated

Machine Utilities

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

PROPOSED SITE PLAN

03/25/2021

AKG

AKG

JB

C-01 002 006

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AutoCAD SHX Text PROPOSED UNDERGROUND ELECTRIC SERVICE. SINGLE PHASE 120/240 VOLT, 200 AMP AND FEEDER TO KIOSK LOAD CENTER, LOCATE OUTSIDE OF DITCH FLOWLINE EXCEPT FOR CROSSING TO KIOSK.

AutoCAD SHX Text PROPOSED PAD MOUNTED ELECTRIC TRANSFORMER, CONTRACTOR TO BENCH BACKSLOPE SLOPE TO DRAIN, PREPARE SITE, AND INSTALL PAD FOR UTILITY PROVIDER. COORDINATE FINAL LOCATION WITH COR AND UTILITY PROVIDER.

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EXISTING INFORMATION KIOSK, SEE ELECTRICAL LAYOUT FOR SERVICE PANEL

AutoCAD SHX Text PROPOSED AUTOMATED FEE STATION (AFM) REINFORCED CONCRETE PAD POURED AROUND EXISTING FEE TUBE FOOTING, CONTRACTOR SHALL PROVIDE PAD WITH ANCHORS, 20A 120V CIRCUIT, CONDUIT, ELECTRICAL CONDUCTORS. AFM INSTALLATION WILL BE BY OTHERS.

AutoCAD SHX Text PROPOSED ARCHITECTURAL BARRIERS ACT COMPLIANT REINFORCED CONCRETE SIDEWALKS SERVING THE EXISTING VAULT TOILET, INFORMATION KIOSK AND PROPOSED AFM PAD.

PROPOSED 200A LEVER BYPASS METER SOCKET, DISCONNECT ON POST MOUNTED SUPPORTS, WITH FEEDERS EXTENDED TO KIOSK LOAD CENTER

DRAWN

DESIGNER

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

9/1 6/2

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Region 9 Eastern Region

CON-Morgan Falls Automated

Machine Utilities

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

CONCRETE DETAILS

03/25/2021

AKG

AKG

JB

C-02 003 006

Notes

1. Any suitable gravel material excavated for sidewalks and pads may be used for the concrete base and slab edge dressing..

2. All other excavated material shall be disposed of off site.

3. Topsoil, Seed, and Mulch all disturbed areas not designated for gravel or concreting.

4. Do not scale drawings, dimensions and spot elevations are provided to illustrate the start/stop of level landings and are approximate for purposes of general project scoping. The Contractor is responsible for field verification of existing conditions and quantities of materials that will be required for a complete finished product.

5. All concrete sidewalks, slabs, landings, and transitions to adjacent materials shall be installed in accordeance with the requirements of the Architectural Barriers Act Standards.

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REINFORCED CONCRETE EQUIPMENT PAD - SEE DETAIL.

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EXISTING INFORMATION KIOSK

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EXPANSION JOINT BETWEEN FOOTINGS AND PROPOSED SLAB

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GRADE EXISTING AGGREGATE TRAIL TO MATCH PROPOSED CONCRETE ELEVATION

AutoCAD SHX Text GRADE TO PREVENT PONDING MATCH PROPOSED SIDEWALK ELEVATION. INSTALL 3" TOPSOIL, SEED, AND MULCH.

AutoCAD SHX Text GRADE SLOPE TO MATCH PROPOSED SIDEWALK ELEVATION INCLUDE 3" TOPSOIL, SEED, AND MULCH. 3H:1V MAXIMUM SLOPE.

AutoCAD SHX Text 99.93'

EXISTING PRECAST CONCRETE VAULT TOILET BUILDING

SLOPE: 0.5% MIN - 2.0% MAX

COMPACTED SUBGRADE

COMPACTED GRAVEL FILL

#4 REBAR MID-DEPTH

2" MAX

2" MAX

5' MAX BETWEEN 1"

DEEP

CONTRACTION

JOINTS

25' MAX BETWEEN

3/8" EXPANSION

JOINTS

T

Y P

24"

TYP.

SPACING

B

B

SECTION B-B

TYPICAL CONCRETE SIDEWALK CONSTRUCTION

#4 REBAR

RESEED AND MULCH

DISTURBED SOILS

RUNNING SLOPE NOT TO EXCEED 1:20

TYPICAL CONCRETE APRON DOUBLE VAULT TOILET

13.5' +/-

(MATCH EXISTING BLDG. SLAB WIDTH)

SECTION A-A

A

A

#4 REBAR MID-DEPTH

SLOPE: 0.5% TO 2.0%

SLOPE:

0.5% TO 2.0%

1'-2"

INSTALLED DOUBLE VAULT FOUNDATION FRONT

DOWELED TO SLAB; SEE DETAIL 2-4

INSTALLED

VAULT STRUCTURE

24"

MAX

BAR

SPACE

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2" CONCRETE COVER

RESEED AND MULCH

DISTURBED SOILS

2" MAX 2" MAX

COMPACTED SUBGRADE

COMPACTED GRAVEL FILL

CENTER SIDEWALK JOINT

WITH SLAB UNLESS

OTHERWISE NOTED

5' MAX BETWEEN 1" DEEP

CONTRACTION JOINTS

PLACED SYMMETRICALLY

#4 REBAR BOTH

WAYS

1' MIN

VAULT STRUCTURE

FOUNDATION

TYPICAL DOWEL TO VAULT STRUCTURE

MAIN SLAB #4 REBAR

6"

DOWEL CONNECTIONS

#5 REBAR 12" MIN; MID-DEPTH OF SLAB SET LEVEL

24" MAX SPACING BETWEEN BARS

MAIN SLAB

DOWEL INTERIOR COATED

WITH ANCHORING EPOXY

2' MAX

BETWEEN

DOWEL

BARS

EXPANSION JOINT MATERIAL

BETWEEN STRUCTURE AND SLAB

NOTE: SHALL BE

ABA COMPLIANT

NOTE: SHALL BE

ABA COMPLIANT

3/8" EXPANSION JOINT

(DOWELED)

AT ALL JOINTS WITH

EXISTING CONCRETE PADS

AND STRUCTURES

PROVIDE BROOM FINISH

PERPENDICULAR TO

TRAVEL DIRECTION

PROVIDE

BROOM FINISH

AFM CONCRETE PAD

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#4 REBAR @ 24" O.C EACH

WAY W/2" CONCRETE

COVER, TIE INTO

SIDEWALK

REINFORCMENT

2 SETS OF 1" SCH. 80 PVC

CONDUIT STUBBED UP 18",

1 FROM ELECTRICAL

ENCLOSURE, THE OTHER

WITH 120V/20A

CONDUCTORS FROM

PANEL, LEAVE

ELECTRICAL

CONDUCTORS 36" EXTRA

FOR FINAL CONNECTION

TO EQUIPMENT BY

OTHERS.

"-11X6" HOT DIPPED GALVANIZED

WEDGE ANCHORS (4 EACH), 1.75"

EXTENSION ABOVE SLAB

POUR SLAB AROUND EXISTING FEE

TUBE FOOTING

DRAWN

DESIGNER

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

9/1 6/2

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Region 9 Eastern Region

CON-Morgan Falls Automated

Machine Utilities

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

CONCRETE DETAILS

03/25/2021

AKG

AKG

JB

C-03 004 006

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E

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

9/1 6/2

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Region 9 Eastern Region

CON-Morgan Falls Automated

Machine Utilities

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

KIOSK DETAILS

03/25/2021

AKG

AKG

JB

A-01 005 006

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AutoCAD SHX Text CONTRACTOR TO INSTALL RED CEDAR 2X6'S (8 EA.) ON BACK SIDE OF EXISTING INFORMATION KIOSK AS EQUIPMENT BACKER.

AutoCAD SHX Text 14"x3" HOT DIPPED GALVANIZED LAG SCREWS AND WASHERS (2 PER END) COUNTERSUNK IN PROPOSED 2X6.

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EXISTING INFORMATION KIOSK

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PROPOSED KIOSK LOAD CENTER BREAKER AND CONDUITS - SEE ELECTRICAL SHEETS

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PROPOSED 30"X30"X8" ENCLOSURE AND ASSOCIATED CONDUITS, SEE ELECTRICAL SHEETS

AutoCAD SHX Text CONTRACTOR TO INSTALL RED CEDAR 2X6 (1 EA.) 6" ABOVE FINISH GRADE ON BACK SIDE OF EXISTING INFORMATION KIOSK AS CONDUIT SUPPORT. LAG TO POSTS LIKE BACKER PLANKS ABOVE.

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PROPOSED 30"X30"X8" ENCLOSURE AND ASSOCIATED CONDUITS, SEE ELECTRICAL SHEETS

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EXISTING KIOSK FOOTINGS TYP.

AutoCAD SHX Text PROPOSED ABA COMPLIANT SIDEWALK WITH LEVEL LANDINGS - SEE PLAN AND CONCRETE DETAILS.

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PROPOSED FEE MACHINE SLAB - SEE DETAILS

EXISTING FEE TUBE LEFT IN PLACE WITH NEW SLAB POURED AROUND FOOTING

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

9/1 6/2

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Region 9 Eastern Region

CON-Morgan Falls Automated

Machine Utilities

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

ELECTRICAL

INSTALLATION

04/14/2021

AKG

AKG

JB

E-O1 006 006

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EXISTING INFORMATION KIOSK

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NEMA 3R KIOSK LOAD CENTER

AutoCAD SHX Text PROPOSED 30"X30"X8" NEMA 3R ENCLOSURE. 1.5" SCH. 80 PVC CONDUIT INSTALLED FOR ISP SERVICE PROVIDER USE, 1" SCH. 80 PVC CONDUIT RUN TO EQUIPMENT PAD AND STUBBED UP FOR EQUIPMENT INSTALLER USE. CAP ENDS TO PREVENT MOISTURE/DEBRIS INTRUSION.

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58"X8' GROUND RODS, EQUIPMENT GROUNDING AND EQUIPMENT BONDING TO BE PER NFPA70

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SCH. 80 PVC CONDUIT WITH 4-WIRE FEEDERS FROM SERVICE EQUIPMENT.

AutoCAD SHX Text 1" SCH. 80 PVC CONDUIT WITH CONDUCTORS, 120V 20A STUBBED UP THROUGH EQUIPMENT PAD. FINAL CONNECTION TO LOAD SIDE EQUIPMENT BY OTHERS.

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GFCI 20 DUPLEX RECEPTACLE IN WEATHERPROOF DEVICE BOX

AutoCAD SHX Text GFCI 20 DUPLEX RECEPTACLE INSIDE ENLCLOSURE, MOUNT INSIDE TOP BACK CORNER TO PROVIDE MAXIMUM EQUIPMENT CLEARANCE

PROVIDE 1.5" SCH. 80 PVC WITH CONDUIT FOR ISP SERVICE PROVIDER USE CAP AND MARK FOR FUTURE USE.