Attachment 4- Park Falls Office Parking Lot Plans_06142021_V3.pdf

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United States Department of Agriculture

Forest Service

EASTERN REGION

CHEQUAMEGON - NICOLET NATIONAL FOREST

PRICE COUNTY

WISCONSIN

PARK FALLS OFFICE PARKING LOT PAVING

MEDFORD-PARK FALLS DISTRICT

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PROJECT LOCATION

LYMANTOWN

D

PROJECT SITE

VICINITY MAP: PROJECT LOCATION IS AT THE FOLLOWING

ADDRESS:

1170 4TH AVENUE S.

PARK FALLS, WISCONSIN 54552

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET

01 EXISTING SITE CONDITIONS

C-01 PROPOSED SITE CONDITIONS

C-02 PAVEMENT MARKING AND DETAILS

C-03

ADA RAMP DETAIL

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RECOMMENDED BY:

Mapdaucti2.017Google

FOREST ENGINEER DATE

APPROVED:

DISTRICT RANGER DATE

SHEET 1 OF 6

CROSS SECTIONS

WITH SIGNIFICANT EDITS BY THE

USDA FOREST SERVICE 06/2021

REPLACE EXISTING RIPRAP

AND GEOTEXTILE

MATCH EXISTING

SIDEWALK

MATCH EXISTING

SIDEWALK

CRACK CLEANING AND

FILLING, FOG SEAL

MATCH EXISTING

PAVT

PAVT LIMIT, MATCH EXISTING

MATCH EXISTING SIDEWALK

3 INCH ASPHALTIC SURFACE,

WISCONSIN DOT

PAVT LIMIT,

MATCH EXISTING

MATCH EXISTING SIDEWALK

PROPOSED PAVT SWALE

EXISTING GAS UTILITY

(CAUTION)

EXISTING FIBER OPTIC

(CAUTION)

USFS PARK FALLS OFFICE

COURTYARD

PAVT LIMIT,

MATCH EXISTING

EXISTING UNDERGROUND

ELECTRIC UTILITY

(CAUTION)

PROPOSED PAVED

DITCH CENTERLINE

REMOVE AND REINSTALL

EXISTING WALKING BRIDGE

DITCH RECONDITIONING ENDS,

MATCH NEW RIPRAP ELEVATION

R 24'

R 33'

R 5'

R 25'

R 210'

PROPOSED ADA RAMP LOCATIONS

NOT TO SCALE

NOTE:

STATIONING FOR DITCH RECONDITIONING IS IN

FEET, MEASURED FROM WEST TO EAST.

DITCH RECONDITIONING &

GEOTEXTILE LINED RIPRAP

DITCH (FOR SWALE DRAINAGE)

N. DRIVE X-SECTION LINE SEE SHEET C-04

DITCH RECONDITIONING BEGINS &

PAVED DITCH (FOR SWALE DRAINAGE)

PLACE RIPRAP

AND GEOTEXTILE

CROWN POINT

PROPOSED PAVT ELEVATION (TYP)

PAVEMENT EDGE RAISED TO

ELEVATIONS INDICATED AND

TRANSITIONED TO EXISTING PARKING

LOT ELEVATION AT 3-5% SLOPE

CUT AND RECONTOUR EXISTING

SLOPE TO PROVIDE SLOPED

INFILTRATION SWALE (600 SF

APPROXIMATE AREA). TRANSITION

TO PAVEMENT EDGE.

PAVED SURFACE SWALE 1.5" DEEP

X 8' WIDE 1.5% RUNNING SLOPE

WITH 2.5% TRANSITION SLOPES TO

MATCH PAVEMENT GRADES. 8'X1'

UNDERPAVEMENT DRAIN WITH

GEOTEXTILE LINED CRUSHED DRAIN

ROCK DAYLIGHTING TO DITCH ON

WEST SIDE OF PARKING LOT

PROVIDE 2" SCH 40 HDPE CONDUIT WITH #12

TRACER WIRE STUBBED UP BOTH SIDES OF

DRIVEWAY FOR FUTURE USE. BURY DEPTH 24" MIN.

COORDINATE LOCATION WITH COR.

INSTALL NEW ELECTRICAL FEEDER TO

GARAGE, IN CONDUIT WITH #12 AWG TRACER

WIRE. EXISTING GARAGE SUBPANEL IS 60A,

3 PHASE, 4 WIRE CONFIGURATION. LICENSED

ELECTRICIAN SHALL SIZE REPLACEMENT

CONDUCTORS PROPERLY DERATED FOR

CONDITIONS, WITH A MAXIMUM VOLTAGE

DROP OF 5%.

PROVIDE 2" SCH 40 HDPE CONDUIT WITH #12

TRACER WIRE STUBBED UP BOTH SIDES OF

DRIVEWAY FOR FUTURE USE. BURY DEPTH 24" MIN.

COORDINATE LOCATION WITH COR.

FULL DEPTH RECLAMATION, METHOD 1 (SECTION 304 -

FP14) (TYPICAL ALL AREAS TO BE PAVED)

S. DRIVE SECTION

LINE SEE SHEET C-04

L

C

PROPOSED DITCH DETAIL

NOT TO SCALE

6" MIN.

V

A

R

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E

S

T

Y

P

2' FB

MULCH BLANKET (SEE NOTES)

EXISTING GROUND

NOTES:

· USE HIGH VELOCITY MULCH BLANKET ON FILL SLOPES 1:2 OR

STEEPER. USE STANDARD MULCH BLANKETS ON FILL SLOPES

FLATTER THAN 1:2.

· MULCH BLANKET SHALL RUN THE FULL LENGTH OF THE DITCH. MULCH

BLANKET SHALL BE OVERLAPPED A MINIMUM OF 2 FEET.

PROPOSED DITCH CENTERLINE PROFILE

STATION

ELEVATION (FT)

0+00 497.86

0+50 497.36

1+00 496.86

1+50 496.36

2+00 495.86

2+50 493.93

2+86 493.20

LEGEND

REVISED 06/14/2021 AKG

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

(R09)

EASTERN REGION

PARK FALLS DISTRICT

OFFICE PARKING LOT

PAVING AND SITE

IMPROVEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

PARK FALLS RANGER

DISTRICT

PROPOSED SITE

CONDITIONS

06/14/2021

UPEA, REV. BY USFS

REV. BY USFS

J. BLAKE

C-01

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UTILITY POLE

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TELEPHONE PEDESTAL

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ELECTRICAL PEDESTAL

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PROPOSED CLEARING

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CONTROL POINT

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GUY WIRE

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TREE LINE

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EDGE OF GRAVEL

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SOIL BORING

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RIGHT OF WAY (R.O.W.)

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PROPOSED

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EXISTING

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SINGLE POST SIGN

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EDGE OF BIT

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PROPERTY BOUNDARY

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TREE LINE

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EDGE OF GRAVEL

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OVERHEAD TELEPHONE LINE

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OVERHEAD ELECTRIC LINE

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WATER LINE

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UNDERGROUND TELEPHONE LINE

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UNDERGROUND ELECTRIC LINE

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SANITARY SEWER

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CONSTRUCTION FENCE

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JOB NUMBER: STRUCTURE NUMBER: CONTROL SECTION:

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CP4

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CP2

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CP3

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CP1

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CP7

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CP5

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ROW

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GPS1

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MAPLE

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MAPLE

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ELM

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MAPLE

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MAPLE

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ASH

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ASH

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PAVEMENT SWALE

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DITCH

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PROJECT NAME

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DESIGNATED ADA ROUTE,

PAVT MRKG, 4" (WHITE)

PAVT MRKG, 4" (WHITE)

NOTE:

· DESIGNATED ADA ROUTE SHALL BE 4' WIDE.

· RELOCATION OF DOWNSPOUTS AND REMOVAL OF VEGETATION SHALL BE

INCLUDED IN THE PRICE FOR ACCESSIBILITY RAMP, TIMBER.

EXISTING RESERVED

HANDICAP PARKING

SIGNS, TO REMAIN

20' (TYP)

10' (TYP)

PROPOSED ADA RAMPS, TIMBER

(see detail)

25'

12'

PROPOSED HANDICAP

PARKING SPACE

PROPOSED ELEV. 499.67'

PROPOSED ELEV. 499.67'

PROPOSED ELEV. 499.71'

PROPOSED ELEV. 499.81'

PROPOSED ELEV. 499.85'

PROPOSED ELEV. 499.85'

PROPOSED ELEV. 499.90'

1 %

1 %

PROPOSED ELEV. 499.63'

CONCRETE LANDING, 6"

INFILTRATION SWALE, PROVIDE 1.5%

RUNNING SLOPE TO PAVEMENT SWALE

NOT TO SCALE

VARIES, SEE PLAN

3"-4" TOPSOIL, SEEDED/MULCHED

SIDES, TOP, AND BOTTOM OF

DRAIN ROCK WRAPPED IN

NONWOVEN HEAVY WEIGHT

GEOTEXTILE MIRAFI 1160N OR

APPROVED EQUAL. DRAIN

ROCK CONTINUOUS WITH

UNDERPAVEMENT ROCK DRAIN

TRENCH.

12" CRUSHED/WASHED

DRAINAGE ROCK 2" NOMINAL

SIZE WITH LESS THAN 5%

PASSING #200 SIEVE

M

A

X

EXISTING SOIL, SEED/MULCH

DISTURBED AREAS

L

C

PROPOSED PAVEMENT SWALE WITH

UNDERPAVEMENT ROCK DRAIN

NOT TO SCALE

1.5" MIN.

8' FB

4" ASPHALT PAVEMENT, ELEVATION VARIES

SIDES AND BOTTOM OF DRAIN

ROCK WRAPPED IN NONWOVEN

HEAVY WEIGHT GEOTEXTILE

MIRAFI 1160N OR APPROVED

EQUAL. DAYLIGHT DOWNSLOPE

END OF UNDERPAVEMENT

DRAIN TO EXISTING DITCH

12" CRUSHED/WASHED

DRAINAGE ROCK 2" NOMINAL

SIZE WITH LESS THAN 5%

PASSING #200 SIEVE

L

C

PROPOSED GEOTEXTILE RIPRAP DITCH

DETAIL

NOT TO SCALE

6" MIN.

6' FB

EXISTING GROUND

NONWOVEN HEAVY

WEIGHT GEOTEXTILE

MIRAFI 1160N OR

APPROVED EQUAL

CLASS 1 (FP-14 DESIGNATION

D50 ROCK SIZE~8") RIP RAP

CHANNEL LINING

DRAIN TO EXISTING DITCH

RELOCATE & EXTEND

DOWNSPOUT TO AVOID RAMP

RELOCATE & EXTEND

DOWNSPOUT TO AVOID RAMP

TIE NEW ADA RAMP INTO

EXISTING ENTRANCE DECK

TIE NEW ADA RAMP INTO

EXISTING ENTRANCE DECK

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

(R09)

EASTERN REGION

PARK FALLS DISTRICT

OFFICE PARKING LOT

PAVING AND SITE

IMPROVEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

PARK FALLS RANGER

DISTRICT

PROPOSED

PAVEMENT MARKINGS

AND DRAIN DETAILS

06/14/2021

UPEA, REV. BY USFS

REV. BY USFS

J. BLAKE

C-02

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ADA RAMP DETAIL

NOT TO SCALE

· ADA RAMP SHALL BE BUILT IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING

CODE AND COMMERCIAL BUILDING CODE.

· ADA RAMP SHALL BE BUILT WITH TREATED TIMBER.

· ADA RAMP SHALL BE AT LEAST 2.5' AWAY FROM BUILDING'S EXTERIOR WALL.

CONTACTOR TO ADJUST ACCORDINGLY SO THAT DRIP EDGE OF ROOF OVERHANG DOES

NOT FALL WITHIN THE RAMP LIMITS.

· TREATED 4X4 POSTS SHALL HAVE BASES ENCASED IN CONCRETE.

8' 8'

4'

36"

PROPOSED CONCRETE LANDING

PROPOSED 4X4 LOCATION

PROPOSED CRUSHED STONE

WITH LANDSCAPE FABRIC

PROPOSED 2X10 TREATED

BASE BOARD

PROPOSED DECKING, 1"

PROPOSED 2X8

STRINGER

PROPOSED 2X8

STRINGER

PROPOSED 2X2

SPINDLE

PROPOSED 2X2

SPINDLE

PROPOSED 2X6

VERTICAL HANDRAIL

PROPOSED 2X6

VERTICAL HANDRAIL

PROPOSED DECKING, 1"

PROPOSED 2X6

VERTICAL HANDRAIL

PROPOSED 2X2

SPINDLE

PROPOSED 2X8

STRINGER

PROPOSED 4x4

PROPOSED 4x4

38"

9.5"

PROPOSED 2X6

LOCATION

EXISTING RAILING

EXISTING DECK ENTRANCE

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

DESIGNED BY:

424 S. PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

USFS PARK FALLS

OFFICE

U.S.

FOREST SERVICE

PARK FALLS

PRICE COUNTY

WISCONSIN

U28-18453

I. STAMPFLY

I. STAMPFLY

T. BACIAK

T. BACIAK

ADA RAMP DETAIL

SHEET: 5 of 6

PAVED SURFACE SWALE

INCORPORATED INTO DRIVE,

SLOPE AND POSITION VARIES

- SEE PROPOSED PLAN,

MAINTAIN POSITIVE DRAINAGE

OFF LOT TO DITCH

NORTH DRIVE, 3" HMA

SURFACE OVER

RECLAIMED SURFACE,

ELEVATION AND SLOPE

VARIES

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

(R09)

EASTERN REGION

PARK FALLS DISTRICT

OFFICE PARKING LOT

PAVING AND SITE

IMPROVEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

PARK FALLS RANGER

DISTRICT

PROPOSED

PAVEMENT MARKINGS

AND DRAIN DETAILS

06/14/2021

UPEA, REV. BY USFS

REV. BY USFS

J. BLAKE

C-03

MAINTAIN EXISTING DITCH ALONG NORTH

EDGE OF NORTH DRIVE TO CAPTURE AND

CONVEY SLOPE DRAINAGE. SEED,

MULCH, AND STABILIZE AREAS

DISTURBED BY CONSTRUCTION

NORTH

SOUTH

NORTH DRIVE X-SECTION

SOUTH DRIVE X-SECTION

PROPOSED PAVED DITCH

SOUTH DRIVE, 3" HMA

SURFACE OVER

RECLAIMED SURFACE,

WIDTH, ELEVATION, AND

SLOPE VARIES, MAINTAIN

POSITIVE DRAINAGE TO

SOUTH DITCH

EXISTING SLOPE AWAY FROM BUILDING

FOUNDATION, DO NOT OBSTRUCT FLOW,

SEED, MULCH, AND STABILIZE AREAS

DISTURBED BY CONSTRUCTION ACTIVITIES

NORTH

SOUTH

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