Att B_Plans (230209).pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

KENTUCK LAKE CAMPGROUND ELECTRIFICATION

BASE BID 1

FROM EAGLE RIVER, TRAVEL EAST 13.4 MILES ON HIGHWAY 70 TO FR 2176 (DIVIDE ROAD). TURN LEFT (NORTH) ON FR 2176 AND CONTINUE 2.7 MILES TO THE KENTUCK LAKE CAMPGROUND, EAGLE RIVER, WI 54521.

LAT: 45.99214

LONG: -88.98094

GREAT DIVIDE DISTRICT OFFICE

22223 STATE HIGHWAY 13

GLIDDEN, WI 54527

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER DATE

DISTRICT RANGER DATE

2/2 8/2

3 1 9:

D

DO

DD

\\S

ER

VE

R1

\R \P

RO

JE

CT

S\

CU

RR

EN

T\

5-

U

SD

A-

FS

C

AM

PG

RO

UN

DS

E

LE

CT

RI

FI

CA

TI

ON

M

OD

IF

IC

AT

IO

NS

\D

RA

W

IN

GS

\K

EN

TU

CK

L

AK

E\

GE

NE

RA

L\

(1 ) K

EN

TU

CK

L

AK

E

CO

VE

R

SH

EE

T.

DW

G;

(R09) EASTERN REGION

CHEQUAMEGON-NICOLET NATIONAL FOREST

VILAS COUNTY

WISCONSIN

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 02/09/23

E-01 OVERALL ELECTRICAL SITE PLAN 02/09/23

E-02 ELECTRICAL DISTRIBUTION PLAN 02/09/23

E-03 DETAILS 02/09/23

E-04 DETAILS 02/09/23

E-05 ONE LINE DIAGRAM 02/09/23

PROJECT DESCRIPTION

THE SCOPE OF THIS PROJECT IS TO PROVIDE ELECTRICAL SERVICE TO 14

CAMPSITES INCLUDING THE EXISTING HOST SITE AND TO INCORPORATE AN

EXISTING PUMP HOUSE ELECTRICAL PANEL INTO A NEW PROPOSED

ELECTRICAL SERVICE POINT.

THE ELECTRICAL SERVICE WILL BE PROVIDED BY WE ENERGIES UTILITY

COMPANY. THEY PROPOSE TO REPLACE THE EXISTING 25KVA TRANSFORMER

WITH A 50KVA TRANSFORMER WITH A NEW ELECTRIC SERVICE POINT TO

BACKFEED THE EXISTING PUMP HOUSE PANEL AND SUPPORT NEW CAMPSITE

PEDESTALS. A SECOND 50KVA TRANSFORMER WITH A SECOND ELECTRIC

SERVICE POINT WILL BE INSTALLED FEEDING (2) 200 AMP SERVICES TO

SERVE THE REMAINING RV PEDESTALS.

FUTURE WORK IS NOTED WHERE APPLICABLE TO ALLOW COORDINATION OF

OTHER PROJECTS PLANNED TO ADD A NEW UNDERGROUND WASTEWATER

HOLDING TANK AND A NEW WATER LINE FROM THE PUMP HOUSE TO A NEW

HOST SITE WATER BIB.

THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, AND EQUIPMENT

NECESSARY FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE

WITH LOCAL, STATE AND NATIONAL CODES AND COMPLETE THE PROJECT IN AN

ACCEPTABLE MANNER, READY FOR USE, OCCUPANCY OR OPERATION BY THE

OWNER.

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS WITH THE DRAWING

DIMENSIONS. IF A CONFLICT IS FOUND OR IF FIELD CHANGES ARE MADE THAT

DEVIATE FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY, PRIOR TO

CONSTRUCTION OR THE ORDERING OF ANY MATERIALS.

ALL LOCATIONS TO BE REVIEWED/APPROVED BY LOCAL RANGER.

R E

E

NI

GNELANOIS

S E

F O

R P

NISNOCSIW

PETER J

MURPHY

E-49815

FRANKLIN

TN

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

2/2 8/2

3 1 9:

D

DO

DD

\\S

ER

VE

R1

\R \P

RO

JE

CT

S\

CU

RR

EN

T\

5-

U

SD

A-

FS

C

AM

PG

RO

UN

DS

E

LE

CT

RI

FI

CA

TI

ON

M

OD

IF

IC

AT

IO

NS

\D

RA

W

IN

GS

\K

EN

TU

CK

L

AK

E\

EL

EC

TR

IC

AL

\(2

) K

EN

TU

CK

L

AK

E

EX

IS

TI

NG

S

IT

E

PL

AN

.D W

G;

(R09)

EASTERN REGION

KENTUCK LAKE

CAMPGROUND

IMPROVEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

EAGLE RIVER/FLORENCE

RANGER DISTRICT

OVERALL ELECTRICAL

SITE PLAN

02/09/2023

PJM

JJD

RDD

E-01 002 006

20 21

EXISTING UTILITY TRANSFORMER

120/240V, 25KVA

UTILITY TO REPLACE WITH NEW.

APPROXIMATE LOCATION OF

NEW HOLDING TANK, BY OTHERS

(SHOWN FOR REFERENCE ONLY)

EXISTING HOST SITE 100A 120/240 V

PEDESTAL WITH ELECTRIC METER/DISCONNECT

TO BE REMOVED ALONG WITH ALL ASSOCIATED

WIRING AND RACEWAYS BACK TO SOURCE

WATER LINE TO HOST SITE

PEDESTAL BIB, BY OTHERS

(SHOWN FOR REFERENCE ONLY)

EXISTING GATE

ENTRANCE

GENERAL NOTES

1. PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT EDITION OF THE NATIONAL

ELECTRIC CODE.

2. REFER TO DETAIL 3 ON SHEET E-03 FOR UTILITY TRENCH DETAIL.

3. COORDINATE ALL UTILITY WORK WITH WE-ENERGIES ELECTRICAL UTILITY COMPANY.

4. CONTRACTOR SHALL HAVE PUBLIC AND PRIVATE UTILITIES LOCATED PRIOR TO ANY

CONSTRUCTION.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR SLIGHT REVISIONS TO THE LOCATIONS OF

DEVICES WITH WIRING TO ELIMINATE POTENTIAL CONFLICTS WITH THE EXISTING

UTILITIES.

6. CONTRACTOR SHALL PROVIDE COMPLETE TYPEWRITTEN CIRCUIT DIRECTORIES FOR ALL

PANELBOARDS.

7. CONSULT WITH THE CONTRACTING OFFICER'S REPRESENTATIVE TO IDENTIFY STAGING

AREAS AND MATERIAL STORAGE AREAS.

8. PROVIDE DETECTABLE METALLIC UNDERGROUND TAPE ABOVE ALL NEW UTILITY LINES.

9. ALL EXPOSED PVC CONDUIT SHALL BE UV STABILIZED SCHEDULE 80 PVC (WITH

GALVANIZED STEEL STRAPS).

10. ALL EXCAVATED MATERIAL SHALL BE REMOVED AND DISPOSED OF OFF FOREST.

CAMP SITE

UNDERGROUND ELECTRIC

UNDERGROUND WATER LINE, BY OTHERS

EXISTING ROAD

LEGEND:

UGE

W

EXISTING PUMP HOUSE WITH 200A SERVICE

PANEL AND PUMP HOUSE METERING TO REMAIN.

R E

E

NI

GNELANOIS

S E

F O

R P

NISNOCSIW

PETER J

MURPHY

E-49815

FRANKLIN

TN

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 80'

AutoCAD SHX Text 80'

AutoCAD SHX Text 40'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text %%uOVERALL ELECTRICAL SITE PLAN

AutoCAD SHX Text E-01

AutoCAD SHX Text

AutoCAD SHX Text 1" = 80'

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

2/2 8/2

3 1 9:

D

DO

DD

\\S

ER

VE

R1

\R \P

RO

JE

CT

S\

CU

RR

EN

T\

5-

U

SD

A-

FS

C

AM

PG

RO

UN

DS

E

LE

CT

RI

FI

CA

TI

ON

M

OD

IF

IC

AT

IO

NS

\D

RA

W

IN

GS

\K

EN

TU

CK

L

AK

E\

EL

EC

TR

IC

AL

\(3

) K

EN

TU

CK

L

AK

E

PR

OP

OS

ED

S

IT

E

PL

AN

.D W

G;

(R09)

EASTERN REGION

KENTUCK LAKE

CAMPGROUND

IMPROVEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

EAGLE RIVER/FLORENCE

RANGER DISTRICT

ELECTRICAL

DISTRIBUTION PLAN

02/09/2023

PJM

JJD

RDD

E-02 003 006

4 3

EXISTING PUMP HOUSE

WITH UTILITY METER

AND 200A PANEL

APPROXIMATE LOCATION

OF HOLDING TANK, BY OTHERS

(FOR REFERENCE ONLY)

NEW HOST SITE

ELECTRIC PEDESTAL

WATER LINE TO HOST SITE

PEDESTAL BIB, BY OTHERS

(FOR REFERENCE ONLY)

EXISTING GATE

ENTRANCE

NEW WATER BIB

BY OTHERS

(FOR REFERENCE

ONLY)

KEY NOTES #

CAMP SITE

UNDERGROUND ELECTRIC

UNDERGROUND WATER LINE

EXISTING ROAD

LEGEND:

UGE

W

1. LOCATION OF NEW SERVICE POINT. CONSTRUCT NEW FREE-STANDING EQUIPMENT

MOUNTING BACKBOARD. SEE DETAILS 1 AND 2 ON SHEET E-03 FOR ADDITIONAL

INFORMATION.

2. DIRECT BURY CONDUCTORS 30" BELOW GRADE AS INDICATED IN DETAIL 3 ON SHEET E-03.

SEE SHEET E-05 ONE LINE DIAGRAM FOR WIRE SIZE AND QUANTITIES.

3. CAMPSITE SERVICE PEDESTAL WITH 20A, 30A(120V) AND 50A(240V) RECEPTACLES. SEE

DETAIL 1 ON SHEET E-04. TURN FEEDER UP INTO PEDESTAL AND MAKE CONNECTIONS

FOR A COMPLETE AND FUNCTIONAL SYSTEM.

4. UTILITY TRANSFORMER: 14.4KV TO 120/240V. LOCAL UTILITY COMPANY SHALL UPSIZE

FROM EXISTING 25 KVA TO 50 KVA. REROUTE EXISTING 200 AMP FEEDER SERVING PUMP

HOUSE METER SOCKET TO THIS NEW TRANSFORMER.

5. UTILITY TRANSFORMER: LOCAL UTILITY COMPANY SHALL INSTALL AN ADDITIONAL 50 KVA, 14.4KV TO 120/240V TRANSFORMER FOR (2) 200 AMP SERVICES FOR RV PEDESTALS.

6. ELECTRICAL WIRING WHERE FEEDER CROSSES ROAD SHALL BE DIRECTIONALLY BORED.

BORING IS REQUIRED. LOCATIONS SHOWN ARE SUGGESTED CROSSINGS.

7. ROUTE SINGLE PVC CONDUIT WITH CONDUCTORS 30" BELOW GRADE AS INDICATED IN

DETAIL 3/E-03 TO FEED EXISTING PUMP HOUSE METER AND PANEL. SEE SHEET E-05 ONE

LINE DIAGRAM FOR WIRE SIZE AND QUANTITIES.

2 2

R E

E

NI

GNELANOIS

S E

F O

R P

NISNOCSIW

PETER J

MURPHY

E-49815

FRANKLIN

TN

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 50'

AutoCAD SHX Text 50'

AutoCAD SHX Text 25'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text %%uELECTRICAL DISTRIBUTION PLAN

AutoCAD SHX Text E-02

AutoCAD SHX Text

1' = 50'

UTILITY COMPANY(WE- ENERGIES)

SHALL DISCONNECT EXISTING 25 KVA

TRANSFORMER AND REPLACE

WITH NEW 50 KVA TRANSFORMER

NEW PAD MOUNT

TRANSFORMER

RGS LONG

SWEEP ELBOW

(TYP)

UNDERGROUND

CONDUIT

(TYPICAL)

UTILITY COMPANY SHALL PROVIDE

GROUNDING ELECTRODE CONDUCTOR

IN 1" CONDUIT TO 5/8" X 8' COPPER CLAD

STEEL GROUNDING ELECTRODE WITH

5/8" GROUND ROD CLAMP (TYP)

EXISTING PUMP HOUSE

GC SHALL PROVIDE CONDUITS, WIRING, AND

COMPLETE TERMINATIONS INTO EXISTING PUMP

HOUSE METER. UTILITY COMPANY SHALL COMPLETE

TERMINATIONS INTO PAD MOUNT TRANSFORMER.

GRADE

CONSTRUCTION NOTES:

1. REFER TO ADDITIONAL UTILITY

AND GENERAL CONTRACTOR

WORK REQUIREMENTS ON SHEET

E-05.

EXISTING 200 A, 120V, 1Ø, 3W

METER SOCKET

GC SHALL PROVIDE

CAMPGROUND POWER DISTRIBUTION FEEDERS

AS REQUIRED AS INDICATED ON PLANS

EXISTING 200A PANEL INSIDE

PUMP HOUSE

EXISTING CONDUIT TO 200A PANEL

INSIDE PUMP HOUSE

ELECTRIC SERVICE

LATERAL (PRIMARY)

IDENTIFICATION TAPE INDICATING THAT

ELECTRICAL FEEDER BELOW BACKFILL WITH EXCAVATED MATERIAL FREE OF ROCK &

FROZEN CLOGS REMOVE EXCESS FROM SITE

4"

30"-36"

GRADE/SEED SURFACES TO RESTORE CONDITIONS TO ORIGINAL PRIOR

TO CONSTRUCTION

12"

UTILITY COMPANY(WE- ENERGIES)

SHALL PROVIDE NEW 50 KVA

TRANSFORMER FOR CAMPSITE

PEDESTAL CONNECTION

NEW PAD MOUNT

TRANSFORMER

RGS LONG

SWEEP ELBOW

(TYP)

UTILITY COMPANY SHALL PROVIDE

GROUNDING ELECTRODE CONDUCTOR

IN 1" CONDUIT TO 5/8" X 8' COPPER CLAD

STEEL GROUNDING ELECTRODE WITH

5/8" GROUND ROD CLAMP

GRADE

GC SHALL PROVIDE 2"

GALVANIZED POST WITH

STRUCTURAL STEEL

CHANNEL OR TREATED

6"X6" LUMBER SUPPORT

FOR EQUIPMENT

APPROXIMATELY AS

INDICATED

GC SHALL PROVIDE

NEW 200A/2P SERVICE

RATED MAIN CIRCUIT

BREAKER IN NEMA 3R

ENCLOSURE

GC SHALL PROVIDE

2 POSITION METER SOCKET

GC SHALL PROVIDE CAMPGROUND POWER DISTRIBUTION

FEEDERS AS REQUIRED AND AS INDICATED ON PLANS

GC SHALL PROVIDE CAMPGROUND POWER DISTRIBUTION

FEEDERS AS REQUIRED AND AS INDICATED ON PLANS

UTILITY COMPANY SHALL PROVIDE SERVICE LATERAL

FROM PAD MOUNT TRANSFORMER USING DIRECT BURIAL

TRIPLEX TO 2 POSITION METER SWITCH AND

COMPLETE TERMINATIONS INTO PAD MOUNT TRANSFORMER

(REFER TO ONE-LINE DIAGRAM ON SHEET E-05)

ELECTRIC SERVICE

LATERAL (PRIMARY)

GC SHALL PROVIDE

GROUNDING ELECTRODE CONDUCTOR

IN 1" CONDUIT TO 5/8" X 8' COPPER CLAD

STEEL GROUNDING ELECTRODE WITH

5/8" GROUND ROD CLAMP

GC SHALL PROVIDE

GROUNDING ELECTRODE CONDUCTOR

IN 1" CONDUIT TO 5/8" X 8' COPPER CLAD

STEEL GROUNDING ELECTRODE WITH

5/8" GROUND ROD CLAMP

GC SHALL PROVIDE

GROUNDING ELECTRODE CONDUCTOR

IN 1" CONDUIT TO 5/8" X 8' COPPER CLAD

STEEL GROUNDING ELECTRODE WITH

5/8" GROUND ROD CLAMP

3' MIN

6' MAX

18" MIN

27" MAX

GC TO PROVIDE

SERVICE LATERAL

WIRING RACEWAY

METALLIC CONDUIT

SHALL BE BONDED

(TYP)

GC SHALL PROVIDE

SERVICE ENTRANCE

CONDUCTORS (TYP)

GRADE GRADE

GC SHALL PROVIDE SERVICE

ENTRANCE CONDUIT

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

2/2 8/2

3 1 9:

D

DO

DD

\\S

ER

VE

R1

\R \P

RO

JE

CT

S\

CU

RR

EN

T\

5-

U

SD

A-

FS

C

AM

PG

RO

UN

DS

E

LE

CT

RI

FI

CA

TI

ON

M

OD

IF

IC

AT

IO

NS

\D

RA

W

IN

GS

\K

EN

TU

CK

L

AK

E\

EL

EC

TR

IC

AL

\(4

) K

EN

TU

CK

L

AK

E

DE

TA

IL

S.

DW

G;

(R09)

EASTERN REGION

KENTUCK LAKE

CAMPGROUND

IMPROVEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

EAGLE RIVER/FLORENCE

RANGER DISTRICT

DETAILS

02/09/2023

PJM

JJD

RDD

E-03 004 006

R E

E

NI

GNELANOIS

S E

F O

R P

NISNOCSIW

PETER J

MURPHY

E-49815

FRANKLIN

TN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text %%uELECTRIC SERVICE DETAIL

AutoCAD SHX Text E-03

AutoCAD SHX Text

AutoCAD SHX Text

NONE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text %%uUTILITY TRENCH DETAIL

AutoCAD SHX Text E-03

AutoCAD SHX Text

AutoCAD SHX Text

NONE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text %%uCAMPGROUND ELECTRIC SERVICE POINT EQUIPMENT

AutoCAD SHX Text E-03

AutoCAD SHX Text

AutoCAD SHX Text

NONE

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

E

UNMETERED POWER SUPPLY RV PEDESTAL

(1 ea) 14-50R RECEPTACLE WITH BREAKER (1 ea) TT30R RECEPTACLE WITH BREAKER (1 ea) 5-20R GFI RECEPTACLE WITH BREAKER

DESIGN BASE:

5/8" X 10' COPPER CLAD STEEL

GROUNDING ELECTRODE

CONNECTION LISTED FOR

DIRECT BURIAL AND USE AND

GROUNDING ELECTRODE

CONDUCTOR CONNECTION

#6 COPPER GROUNDING ELECTRODE

CONDUCTOR (GEC)

GROUNDED CONDUCTOR SHALL

NOT BE BONDED TO EQUIPMENT

GROUNDING CONDUCTOR OR GEC

AT PEDESTAL

EARTH BURIAL PEDESTAL

GE PART# GE1LU532ES

(OR EQUAL)

NOTE: CONTRACTOR SHALL PROVIDE ALL

LUGS AS REQUIRED.

3'-0"

ELECTRICAL PEDESTAL.

BY

OTHERS

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

2/2 8/2

3 1 9:

D

DO

DD

\\S

ER

VE

R1

\R \P

RO

JE

CT

S\

CU

RR

EN

T\

5-

U

SD

A-

FS

C

AM

PG

RO

UN

DS

E

LE

CT

RI

FI

CA

TI

ON

M

OD

IF

IC

AT

IO

NS

\D

RA

W

IN

GS

\K

EN

TU

CK

L

AK

E\

EL

EC

TR

IC

AL

\(5

) K

EN

TU

CK

L

AK

E

DE

TA

IL

S 2.D

W G;

(R09)

EASTERN REGION

KENTUCK LAKE

CAMPGROUND

IMPROVEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

EAGLE RIVER/FLORENCE

RANGER DISTRICT

DETAILS

02/09/2023

PJM

JJD

RDD

E-04 005 006

R E

E

NI

GNELANOIS

S E

F O

R P

NISNOCSIW

PETER J

MURPHY

E-49815

FRANKLIN

TN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text %%uCAMPSITE SERVICE PEDESTAL WITH FEED-THRU LUGS

AutoCAD SHX Text E-04

AutoCAD SHX Text

AutoCAD SHX Text

NONE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text %%uHOST SITE UTILITY DETAIL

AutoCAD SHX Text E-04

AutoCAD SHX Text

AutoCAD SHX Text

NONE

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

ELECTRIC SERVICE LATERAL (PRIMARY)

NEW 50 KVA TRANSFORMER

TO REPLACE EXISTING

25 KVA TRANSFORMER

EXISTING 200A,

120/240V, 1Ø 3W

METER TO

REMAIN.

CAMPSITE

#1

CAMPSITE

#3

CAMPSITE

#2

CAMPSITE

#5

CAMPSITE

#6

PROVIDE GROUNDING ELECTRODE

AT EACH CAMPSITE METER

PEDESTAL.

SEE DETAIL 1 ON SHEET E-04.

#6 COPPER GROUNDING

ELECTRODE CONDUCTOR

TYPICAL

CAMPSITE

#4

200A/2P200A PANEL

(EXISTING PUMP HOUSE)

TO

LIGHT

TO

HEAT

TO

RECEPT

TO

PUMP

MAX. VOLT

DROP 2.87%

MAX. VOLT

DROP 2.05%

EXISTING

TO REMAIN

UNLESS

OTHERWISE

NOTED

CAMPSITE

#11

CAMPSITE

#10

CAMPSITE

#9

MAX. VOLT

DROP 2.27% CAMPSITE

#13

CAMPSITE

#14

3 - #4/0 &

#4 GND MAX. VOLT

DROP 2.93%

CAMPSITE

#12

3 - #4/0 &

#4 GND

3 - #3/0 &

#6 GND

3 - #3/0 &

#6 GND

MAX. VOLT

DROP 0.66%

GROUNDING PER NEC

DIRECT BURY

COPPER

(TYPICAL)

ELECTRIC SERVICE LATERAL (PRIMARY)

NEW 50 KVA TRANSFORMER

NEW METERING

REFER TO METER

SCHEDULE

GROUNDING PER NEC

CAMPSITE

#7

3 - #4 &

#8 GND

70A-2P 70A-2P

CAMPSITE

#8

200A200A

SERVICE

100% RATED

ENCLOSED

CIRCUIT

BREAKERS

NEW BRANCH CIRCUIT

BREAKERS AND CIRCUITS

DIRECT BURY

COPPER

(TYPICAL)

3 - #3/0 &

#6 GND

MAX. VOLT

DROP 1.59%

MAX. VOLT

DROP 1.12%

3 - #3/0 &

#6 GND

#2 COPPER BONDING AND GEC TO 5/8" X 8'-0"

COPPER CLAD ROD. SEE DETAIL 2 ON E-03.

(TYPICAL OF 2).

3 - 250 KCMIL ALUMINUM,

2-1/2" PVC SCHEDULE 80

*NOTE: METALLIC

CONDUIT SHALL BE BONDED

ONE-LINE DIAGRAM GENERAL NOTES

1. SEE DETAILS 1 ON SHEET E-04 FOR TYPICAL CAMPSITE SERVICE PEDESTAL.

2. REVERSE PHASE LEG TERMINATIONS ON SUCCESSIVE CAMPSITE

PEDESTALS.

3. ALL SERVICE CONDUCTOR SIZES BASED ON ALUMINUM CONDUCTORS,

TYPE XHHW, USE-2, RATED 90 DEGREES CENTIGRADE CABLING UNLESS

NOTED OTHERWISE. ALL OTHER CONDUCTORS SHALL BE COPPER.

4. RIGID STEEL STRAPS SHALL BE USED ON ALL CONDUIT ABOVE GROUND.

5. TWO POLE BREAKERS UNLESS NOTED OTHERWISE.

6. 125A,150A, 175A & 200A BREAKER FRAME SIZE SHALL ACCOMMODATE UP TO

300 kCMIL ALUMINUM CONDUCTORS.

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

2/2 8/2

3 1 9:

D

DO

DD

\\S

ER

VE

R1

\R \P

RO

JE

CT

S\

CU

RR

EN

T\

5-

U

SD

A-

FS

C

AM

PG

RO

UN

DS

E

LE

CT

RI

FI

CA

TI

ON

M

OD

IF

IC

AT

IO

NS

\D

RA

W

IN

GS

\K

EN

TU

CK

L

AK

E\

EL

EC

TR

IC

AL

\(6

) K

EN

TU

CK

L

AK

E

ON

E

LI

NE

D

IA

GR

AM

.D

W G;

(R09)

EASTERN REGION

KENTUCK LAKE

CAMPGROUND

IMPROVEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

EAGLE RIVER/FLORENCE

RANGER DISTRICT

ONE LINE DIAGRAM

02/09/2023

PJM

JJD

RDD

E-05 006 006

UTILITY CONTACTS AND INFORMATION

UTILITY COMPANY: W-E ENERGIES

UTILITY REPRESENTATIVE:

DAVID NEGRO

ENERGY SERVICES CONSULTANT

W-E ENERGIES

OFFICE: 906-779-2422

FAX: 906-779-2466

EMAIL: DAVID.NEGRO@WE-ENERGIES.COM

WEBSITE: HTTP://WWW.WE-ENERGIES.COM

R E

E

NI

GNELANOIS

S E

F O

R P

NISNOCSIW

PETER J

MURPHY

E-49815

FRANKLIN

TN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text %%uSERVICE POINT - ONE LINE POWER DIAGRAM

AutoCAD SHX Text E-05

AutoCAD SHX Text

AutoCAD SHX Text

NONE

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

Map data ©2018 Google 1 mi

Kentuck Lake Campground

4.0 ★★★★ · 8 reviews

Campground

Kentuck Lake Campground

PROJECT SITE

T-01 COVER SHEET 02/25/2019

P-01 HOST SITE HOLDING TANK 02/25/2019

P-02 HOST SITE POTABLE WATER SERVICE 02/25/2019

THE SCOPE OF THIS PROJECT IS TO PROVIDE A DEDICATED WATER SERVICE AND A

WASTEWATER HOLDING TANK AT HOST SITE NUMBER 7.

THE WATER SERVICE WILL BE SUPPLIED BY A BURIED ONE INCH DIAMETER HDPE PIPE

FROM THE EXISTING WELL ENCLOSURE. THE SPIGOT WILL BE SUPPLIED WITH A VACUUM

BREAKER AND INSTALLED TO ADA ACCESSIBLE STANDARDS.

THE WASTEWATER HOLDING TANK WILL BE A NOMINAL 1500 GALLON CONCRETE TANK

WITH TWO POLYPROPYLENE ACCESS RISERS. THE HOLDING TANK WILL BE PROVIDED

WITH A RED LED HIGH WATER ALARM LIGHT. THE ALARM SHALL BE ENERGIZED WITH

POWER FROM THE EXISTING HOST ELECTRICAL PEDESTAL. AN ADA ACCESSIBLE SEWER

DROP WITH A FOUR INCH THREADED PVC CAP INLET IS ALSO PART OF THIS PROJECT.

ELECTRICAL WORK SHALL BE DONE BY A LICENSED ELECTRICIAN WITH AN ELECTRICAL

PERMIT AND INSPECTION.

THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, AND EQUIPMENT NECESSARY FOR

THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH LOCAL, STATE AND

NATIONAL CODES AND COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER, READY

FOR USE, OCCUPANCY OR OPERATION BY THE OWNER.

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS WITH THE DRAWING

DIMENSIONS. IF A CONFLICT IS FOUND OR IF FIELD CHANGES ARE MADE THAT DEVIATE

FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE IMMEDIATELY, PRIOR TO CONSTRUCTION OR THE ORDERING OF ANY

MATERIALS.

ALL LOCATIONS TO BE REVIEWED/APPROVED BY CONTRACTING OFFICER'S

REPRESENTATIVE.

FOREST ENGINEER DATE

DISTRICT RANGER DATE

TRAVEL DIRECTIONS:

FROM WABENO, DRIVE NORTH 0.8 MILE ON HIGHWAY 32 TO HIGHWAY 52. TURN LEFT (WEST) ON HIGHWAY 52 AND DRIVE 7.0 MILES TO FR 2126. CONTINUE STRAIGHT ON FR 2126 FOR 0.4 MILE TO FR 2620. TURN LEFT ON FR 2620 AND

DRIVE 1.2 MILES TO CAMPGROUND.

LAT: 45.36960

LONG: -88.73141

Kentuck Lake Campground Host Site Tank and Water Line Base Bid 2

P-01 002 003

SITE PLAN

Scale: 1" = 200'-0"1

SITE 7

HOST SITE

(ALREADY ELECTRIFIED)

EXISTING

WELL HOUSE

HOST SITE

HOLDING TANK

6"

SLOPE TO

HOLDING TANK

MIN. 1/4" PER FOOT

(MIN. 2% SLOPE)

5'-0" MIN.

3' -0

" M

IN

SEWER DROP NOTES:

1. MIN. CLEAR MANEUVERING

SPACE NEEDED. DO NOT

BLOCK WITH GUARD POSTS,

TIRE STOP, OR ANY OTHER

FEATURES.

2. FINISHED GRADE SLOPE IS

NOT TO EXCEED 1.5% IN ANY

DIRECTION THROUGHOUT

THE CLEAR MANEUVERING

SPACE. CAN BE SLOPED UP

TO 2.5% IF NEEDED FOR

DRAINAGE, ONLY IF SURFACE

IS OTHER THAN CONCRETE,

ASPHALT, OR BOARDS.

3. PIPING TO BE SCHEDULE 40

PVC. PVC CEMENT GLUE ALL

PIPE JOINTS.

ACCESSIBLE CAMPSITE SEWER DROP DETAIL

Scale: 1/2" = 1'-0"3

SECTION

PLAN

FINISHED GRADE

CLEAR

MANEUVERING

SPACE

FI

E

LD

4" SCHEDULE

40 PVC

THREADED

CAP

4" SCHEDULE 40

PVC 90° LONG

SWEEP ELBOW

FI

T

Drainage and Septic Products Tuf-Tite, Inc.

1200 Flex Court Lake Zurich, Illinois 60047

TELEPHONE: 847.550.1011

TOLL FREE: 800.382.7009

FAX: 847.550.8004

PART NAME:

PART #:

Material: Copolymer Polypropylene Color: Green

AA

25.00

24.60

4.50 3.10

25.90

24" RISER LID

24 - RISL - GREEN

THIS AREA MAY BE FILLED WITH

CONCRETE FOR ADDITIONAL WEIGHT

A-ASECTION

PERMANENT FOAMED-IN

POLYURETHANE GASKET

• • • © TUF·TITE® RISER LID DETAIL9

Drainage and Septic Products Tuf-Tite, Inc.

1200 Flex Court Lake Zurich, Illinois 60047

TELEPHONE: 847.550.1011

TOLL FREE: 800.382.7009

FAX: 847.550.8004

PART NAME:

PART #:

Material: Copolymer Polypropylene Color: Green

BB

24.20

24.65

25.60

6.00

26.00 7.10

24" RISER

24- RIS - GREEN

B-BSECTION

n~ll ~n

-Pl

- -:::1

I

_ ,. _ I ··+--··- - - -I

1-=::- I 1w

JI

~I-,

• • • © TUF·TITE®

Drainage and Septic Products Tuf-Tite, Inc.

1200 Flex Court Lake Zurich, Illinois 60047

TELEPHONE: 847.550.1011

TOLL FREE: 800.382.7009

FAX: 847.550.8004

PART NAME:

PART #:

Material: Copolymer Polypropylene Color: Green

A A

1.60

30.00

24.60

24" TAR

24 - TAR - GREEN

A-ASECTION 0 0~

r -- ------------------·- -l

• • • © TUF·TITE®

RISER DETAIL10

RISER TAR DETAIL11

RISER NOTES:

1. RISER LID SHALL HAVE A CONFINED SPACE SIGN (SETON MODEL M7073

SIGN) OR HAVE THE WORDS "DANGER - CONFINED SPACE - DO NOT ENTER"

CAST INTO THE LID.

2. NOTE: SECURE LID TO RISER WITH HEX HEAD SCREWS

PROPOSED NOMINAL 1500

GALLON HOLDING TANK.

HOLDING TANK TO BE

LOCATED IN CLEARING EAST

OF SITE STARTING

APPROXIMATELY 10' EAST OF

THE ELECTRICAL PEDESTAL.

FIELD FIT TO MINIMIZE

DISTURBED AREA.

EXISTING ELECTRICAL PEDESTAL.

CONTRACTOR TO LOCATE EXISTING ELECTRICAL LINE AND ENSURE NO

CONFLICTS WITH PROPOSED WATER OR SEWER LINES.

PROPOSED

HYDRANT

PROPOSED 4" SCHEDULE 40 PVC SEWER LINE

PROPOSED 1" HDPE WATER LINE.

SEWER DROP. SEE DETAIL 3.

ALARM LIGHT. SEE DETAIL 5

SITE 7

HOST SITE

EXISTING WELL HOUSE

3'-0" 10'-0"

FIELD

FIT

BOLLARD. TYP.

10'-0"

FIELD

FIT

NEW ELECTRIC LINE TO ALARM LIGHT. LINE TO BE 12-2

DIRECT BURIAL CABLE WITH GROUND @ 24" BELOW

GRADE. CONNECT LINE AT NEW BREAKER AND CIRCUIT

AT EXISTING ELECTRICAL PEDESTAL.

HOST SITE UTILITY LAYOUT PLAN

Scale: 1" = 20'-0"2

HOLDING TANK PLAN VIEW

Scale: 1" = 1'-0"4

MAX WATER

LEVEL

HOLDING TANK SECTION DETAIL

Scale: 1" = 1'-0"5

NOTE: ALL SEWER PIPING TO BE 4" SCHEDULE 40 PVC.

ALL PIPE JOINTS SHALL BE PVC CEMENT GLUED.

LOCATE TANK MIN. 10' FROM ALL WATERLINES.

FI

T

24" DIA SECURED

MANHOLE COVER

24" TUF-TITE RISER. SEE DETAIL

7, 8, AND 9. FIELD FIT DEPTH.

WEIGHTED FLOAT

SWITCH ASSEMBLY.

MOUNT WEIGHT AND

SWITCH TO ACTIVATE

WHEN WATER LEVEL

IS 18" FROM TOP OF

INSIDE OF TANK.

FLOAT SWITCH

CABLE PROVIDED

WITH FLOAT (TYP)

INLET PIPE.

SLOPE 1/4" PER FOOT

(MIN. 2% SLOPE)

FROM SEWER DROP.

24" DIA SECURED

MANHOLE COVER

FLOAT SWITCH GROUND

CONDUCTOR SHALL BE

SOLIDLY GROUNDED.

BAFFLE

4x4 TREATED

WOOD POST. FIELD

LOCATE PER

RANGER WITHIN

10'-0" OF TANK

1" PVC COVERED

RIGID CONDUIT

AC-POWERED RED

LED ALARM LIGHT.

ATTACH SECURELY

TO POST.

PROPOSED ELECTRICAL

LINE FROM WELL

BATTERY POWER UNIT.

LINE SHALL NOT CROSS

OVER ANY OTHER

UTILITY LINE.

FINISHED GRADE

12'-0"

11'-6"

6' -0

5' -6

4" 4'

-0

3"

2 1/2" TAPER (TYP)

5" 3'

-9

6"

4' -1

1"

3"

3"

4"

2'-0" 2'-0"

3"

4' -0

1' -6

" M

IN

3'-0" MIN

3"

" M

IN

FI

E

LD

F

IT

3"

3' -0

9" M

IN

FI

E

LD

HOLDING TANK CAPACITY

1500 GALLON NOMINAL CAPACITY

1600 GALLON ULTIMATE CAPACITY

EYELET

FITTING

CARABINER

NEMA 3R JUNCTION

BOX. ATTACH

SECURELY TO POST.

KENTUCK LAKE

CAMPGROUND

IMPROVEMENTS

EAGLE RIVER/FLORENCE

RANGER DISTRICT

DATENO.

REVISION / ISSUE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

(R9)

EASTERN REGION

CHEQUAMEGON-NICOLET

NATIONAL FOREST

03/22/2019

CJM/JS

JS

CJM

190322

United States Department of Agriculture Forest Service

190322

D or al an d S tre et

U ni ve rs ity

A ve nu e, S ui te

K in gs fo rd , M ic hi ga n

W ill is to n, N or th

D ak ot a

P ho ne

6)

-5

P ho ne

1)

-5

Fa x:

(9

) 7

-5 m ai l:

m tn en gi ne er in g@ m tn en g.

ne t

M O

U N

TA

IN

E N

G

IN

EE

R

IN

G

, I N

C

DRAWING TITLE

TH

E

O W

N E

R A

G R

E E

S T

O

IN

D E

M N

IF

Y

A N

D H

O

LD

M O

U N

TA

IN

E N

G

IN

E E

R

IN

G , I

N C

. H A

R M

LE

S

S F

R O

M A

N Y

D A

M A

G E

, L

IA

B

IL

IT

Y

O R

C O

S T, IN

C

LU

D

IN

G

A

TT

O R

N E

Y 'S

F E

E S

A N

D C

O S

T O

F D

E

FE

N S

E A

R

IS

IN

G

F R

O M

A N

Y C

H A

N G

E S

O R

A

LT

E R

A

TI

O N

S M

A D

E B

Y A

N Y

O N

E O

TH

E

R T

H A

N M

O U

N

TA

IN

E

N G

IN

E

E R

IN

G

, I N

C

O R

F R

O M

A N

Y R

E U

S E

O F

TH

E

D R

A W

IN

G

S A

N D

D A

TA

W

IT

H

O U

T

TH

E P

R

IO

R W

R

IT

TE

N

C O

N S

E N

T O

F M

O U

N

TA

IN

E

N G

IN

E

E R

IN

G

, I N

C

FINISHED

GRADE

" M

IN

B U

R Y

D E

P

TH

4" M

IN

" M

IN

4"

9"

4" TOPSOIL OR WISDOT

1-1/4" DENSE GRADED

BASE. MATCH EXISTING.

PIPE WITH TRACER WIRE.

SEE TRACER WIRE NOTES.

WATER LINE TRENCH DETAIL

Scale: 1/2" = 1'-0"6

2'-0" MIN.

NOTE: MAINTAIN MIN. 10' CLEARANCE BETWEEN

WATER LINE AND SEWER LINE.

FINISHED

GRADE

V A

R

IE

S . S

E E

D E

TA

IL

A

N D

4"

M

IN

" M

IN

4"

SEWER LINE TRENCH DETAIL

Scale: 1/2" = 1'-0"7

2'-0" MIN.

NOTE: MAINTAIN MIN. 10' CLEARANCE BETWEEN

WATER LINE AND SEWER LINE.

FINISHED

GRADE

" M

IN

D E

P

TH

4" 4"

M

IN

" M

IN

ELECTRICAL LINE

ELECTRICAL LINE TRENCH DETAIL

Scale: 1/2" = 1'-0"8

2'-0" MIN.

TERRA TAPE "D" W/ WORDS

"CAUTION WATER LINE BURIED

BELOW"

SELECT OR EXISTING BACKFILL

SELECT BACKFILL WITH NO

COBBLES AND BOULDERS

(>2"DIA.)

4" TOPSOIL OR WISDOT

1-1/4" DENSE GRADED

BASE. MATCH EXISTING.

SELECT OR

EXISTING BACKFILL

SELECT BACKFILL WITH

NO COBBLES AND

BOULDERS (>2"DIA.)

SEWER LINE.

4" TOPSOIL OR WISDOT

1-1/4" DENSE GRADED

BASE. MATCH EXISTING.

SELECT OR

EXISTING BACKFILL

SELECT BACKFILL WITH

NO COBBLES AND

BOULDERS (>2"DIA.)

HOLDING TANK NOTES:

1. HOLDING TANK SHALL BE CONCRETE. ALL ADDITIONAL HOLES FOR PIPING

SHALL BE EITHER FILLED DURING MANUFACTURE OR GROUTED INSIDE AND OUT

WITH NO PLASTIC, RUBBER OR NYLON PLUGS.

2. RISER SHALL BE ATTACHED SO AS TO FORM A WATER TIGHT SEAL BETWEEN

THE RISER AND THE TANK. FOR NON-LOCKABLE LIDS HEX HEAD SCREWS SHALL BE

USED FOR SECURING LID TO RISER. PHILLIPS, TORX, SLOTTED, SQUARE, OR

SIMILAR STYLE HEADS MAY NOT BE USED. THE RISER LID SHALL HAVE A CONFINED

SPACE SIGN (PRE-APPROVED SIGN - SETON'S M7073 SIGN WWW.SETON.COM) OR

HAVE THE WORDS “DANGER CONFINED SPACE DO NOT ENTER” CAST INTO THE

LID.

3. TANK SHALL MEET WI CONSTRUCTION SPECIFICATIONS.

4. TANK SHALL BE SET LEVEL.

5. TANK TO BE FILLED WITH WATER TO THE TOP OF THE TANK AND ALLOWED TO

SET FOR 24 HOURS AND CHECKED FOR LEAKS BEFORE BACKFILLING. IF WATER

LEVEL CHANGES, FIND AND REPAIR LEAK AND RETEST FOR 24 HOURS. TANK TO BE

BACKFILLED AFTER SUCCESSFUL WATER TESTING. TANK MAY BE PUMPED OUT

ONTO THE GROUND (AVOIDING EROSION) AFTER BACKFILLING.

6. BACK FILL SHALL NOT HAVE ANY ORGANIC MATERIAL, NOR 3” OR LARGER

STONES. BACK FILL TO BE COMPACTED IN 12” LIFTS.

7. PIPE INLETS AND OUTLETS SHALL BE SUPPLIED WITH A CAST-IN-PLACE

FLEXIBLE BOOT. GROUTING OF THE PIPE IN PLACE AT THE TANK IS NOT

PERMITTED.

P-02 003 003

SITE PLAN

Scale: 1" = 100'-0"1

SITE 7

HOST SITE

(ALREADY ELECTRIFIED)

EXISTING WELL HOUSE

TURTLE LANE EAST

HOST SITE POTABLE

WATER SERVICE

PANEL ARRAY TO BE

ATTACHED TO MOUNTING

POST PER MANUFACTURERS

SPECIFICATIONS.

MOUNT PANELS TO

FACE SOLAR

SOUTH, AWAY

FROM GROUND,

AND ANGLED 70

DEGREES FROM

FACE OF POLE.

HOST SITE WATER HYDRANT DETAIL

Scale: 1/2" = 1'-0"4

4"

" T O

6"

1" CHAMFER

AIR ENTRAINED CONCRETE

BASE. SLOPE AWAY FROM

CAMPSITE.

6x6 TREATED WOOD POST

3/4" DIA. GALVANIZED STEEL

PIPE. FASTEN TO POST

SECURELY W/ STAINLESS

STEEL PIPE STRAPS.1" HDPE PIPE

POLYETHYLENE/ STEEL

TRANSITION FITTING AND

REDUCER

3'-0" MIN.

6'-0" MIN.

" T

O

2"

4' -0

" M

IN

ACCESSIBLE WALKWAY

SECTION

PLAN

4' -0

" M

IN

FAUCET SINK FITTING

WOODFORD MODEL 40

HT-LH WITH 3/4" MPT

AND LEVER HANDLE

AND VACUUM

BREAKER NIDEL

MODEL 34HF.

#4 REBAR @ 24"

O.C. EACH WAY.

AIR ENTRAINED

CONCRETE PAD.

SLOPE TO DRAIN 1.5%

AWAY FROM SITE

#4 PERIMETER REBAR

(2) 2x6 TREATED BLOCKING.

FASTEN TO POST AND

FAUCET SECURELY WITH

SCREWS.

3' -0

" M

IN

HOST SITE UTILITY SECTION DETAIL

Scale: 1/2" = 1'-0"3

3'-0" 3'-0" 5'-0"

ELECTRICAL PEDESTAL.

OPTIONAL 4"

SCHEDULE 40

STEEL GUARD

POST FILLED

WITH CONCRETE.

PAINT PER C.O.R.

TYPICAL HYDRANT.

SEE DETAIL 4.

3000 PSI

PORTLAND

CEMENT

CONCRETE

FOOTING

3000 PSI

PORTLAND

CEMENT

CONCRETE

FOOTING

2' -6

6"

1'-6"

2' -6

6"

1'-6"

OPTIONAL 4"

SCHEDULE 40

STEEL GUARD

POST FILLED

WITH CONCRETE.

PAINT PER C.O.R.

HOST SITE UTILITY LAYOUT PLAN

Scale: 1" = 20'-0"2

PROPOSED NOMINAL 1500

GALLON HOLDING TANK.

PROPOSED

HYDRANT

PROPOSED 4"

SCHEDULE 40 PVC

SEWER LINE

SITE 7

HOST SITE

EXISTING WELL HOUSE

3'-0" 10'-0"

FIELD

FIT

2'-0"

FIELD

FIT

BOLLARD. TYP.

PROPOSED 1" HDPE WATER LINE.

PROPOSED WATER LINE TO RUN FROM

EXISTING WELL HOUSE TO PROPOSED

HYDRANT APPROXIMATELY 60' AWAY.

WELL HOUSE PROPOSED PIPING PLAN

Scale: 1/2" = 1'-0"5

EXISTING WELL HOUSE

EXISTING WELL HEAD AND PIEING

INSTALL NEW PIPE "T" TO

PROPOSED 2x4 BLOCK OUT.

1'-0"

1' -0

5' -3

6'-2"

PIPE TO PROPOSED

WATER LINE

EXISTING SPIGOT

EXISTING

SPIGOT

MAINTAIN EXISTING

WALL VENT

CONSTRUCT BLOCK OUT FOR PIPE WITH

TREATED 2x4 SPF LUMBER. COVER WITH

HARDIE PANEL CONCRETE SIDING. FIELD

LOCATE PER C.O.R. PAINT OR STAIN PER

DIRECTION FROM THE C.O.R.

INSTALL NEW QUARTER TURN BALL

VALVE ON PIPE TO PROPOSED

WATER LINE. FIELD FIT.

FAUCET HYDRANT FITTING DETAIL7

For more information contact...

woodford manufacturing company 2121 Waynoka Road, Colorado Springs, Colorado 80915 • Phone: (800) 621-6032 • Fax: (800) 765-4115

To view our complete product line visit: www.woodfordmfg.com or email: sales@woodfordmfg.com A Division Of WCM Industries, Inc.

The Model 40 is an anti-siphon vacuum breaker protected wall faucet designed for use in non-freezing areas.

Available in two models:

• Model 40SC - Self Closing Faucet shuts off when the handle is released.

• Polished Chrome Only

• Wheel Handle - Standard

• Optional: Lever Handle (-LH) ADA Compliant

• Adjustable wall fl ange w/set screw

• Inlets: 1/2” MPT x 1/2” Sweat (-1/2) or 3/4” MPT (-3/4)

• Optional: Bald Nose (-BN) (Non-threaded nozzle)

• Model 40HT - Half Turn Manual operated faucet requires only one half turn for full open and close.

• Polished Chrome - Standard

• Optional: Rough Brass (-RB) 40HT Only

• Furnished with polycarbonate Wheel Handle and Loose Tee Key

• Optional: Lever Handle (-LH) Pol. Chrome Only ADA Compliant

• Adjustable wall fl ange w/set screw

• Inlets: 1/2” MPT x 1/2” Sweat (-1/2) or 3/4” MPT (-3/4)

• Tefl on® impregnated packing

• Adjustable brass packing nut with deep stem guard

• Standard “O” size washer

• Optional: Bald Nose (-BN) (Non-threaded nozzle)

ANTI-SIPHON VACUUM BREAKER - Standard Nidel® Model 34HF with 3/4 inch male hose thread.

• ASSE Standard 1011

• CSA certifi ed

• UPC®/IAPMO Listed

Max Pressure - 125 p.s.i.

Max Temperature - 120º

Shipping Weight per unit - Model 40SC - 1 lb. 12 oz.

Model 40HT - 1 lb. 6 oz.

FOR NON-FREEZING AREAS ONLY

For Maximum protection, vacuum breaker replacement every three to fi ve years is strongly recommended.

Anti-Siphon Wall Faucet

Model 40SC/40HT

©2003 WOODFORD Mfg. Rev. 11/03 Form No. 40SC.103

Inlet Descriptions Overall Dimensions

7" 5 3/4"

3"

4"

1/2 " Flange Adjustment

COMBINATION

1/2" MPT

1/2" sWEAT (-1/2)

3/4" MPT

(-3/4)

This unit offers anti-siphon protection.

SELF CLOSING

Model 40SC Wheel Handle

(Standard)

Model 40SC-LH Lever Handle

(Optional)

Model 40HT Wheel Handle

(Standard Including Loose Tee Key)

Model 40HT-LH Lever Handle

(Optional)

HALF TURN

ADA Compliant

ADA Compliant

The Model 40 is an anti-siphon vacuum breaker protected wall faucet designed for use in non-freezing areas.

Available in two models:

• Model 40SC - Self Closing Faucet shuts off when the handle is released.

• Polished Chrome Only

• Wheel Handle - Standard

• Optional: Lever Handle (-LH) ADA Compliant

• Adjustable wall fl ange w/set screw

• Inlets: 1/2” MPT x 1/2” Sweat (-1/2) or 3/4” MPT (-3/4)

• Optional: Bald Nose (-BN) (Non-threaded nozzle)

• Model 40HT - Half Turn Manual operated faucet requires only one half turn for full open and close.

• Polished Chrome - Standard

• Optional: Rough Brass (-RB) 40HT Only

• Furnished with polycarbonate Wheel Handle and Loose Tee Key

• Optional: Lever Handle (-LH) Pol. Chrome Only ADA Compliant

• Adjustable wall fl ange w/set screw

• Inlets: 1/2” MPT x 1/2” Sweat (-1/2) or 3/4” MPT (-3/4)

• Tefl on® impregnated packing

• Adjustable brass packing nut with deep stem guard

• Standard “O” size washer

• Optional: Bald Nose (-BN) (Non-threaded nozzle)

ANTI-SIPHON VACUUM BREAKER - Standard Nidel® Model 34HF with 3/4 inch male hose thread.

• ASSE Standard 1011

• CSA certifi ed

• UPC®/IAPMO Listed

Max Pressure - 125 p.s.i.

Max Temperature - 120º

Shipping Weight per unit - Model 40SC - 1 lb. 12 oz.

Model 40HT - 1 lb. 6 oz.

FOR NON-FREEZING AREAS ONLY

For Maximum protection, vacuum breaker replacement every three to fi ve years is strongly recommended.

Anti-Siphon Wall Faucet

Model 40SC/40HT

©2003 WOODFORD Mfg. Rev. 11/03 Form No. 40SC.103

Inlet Descriptions Overall Dimensions

7" 5 3/4"

3"

4"

1/2 " Flange Adjustment

COMBINATION

1/2" MPT

1/2" sWEAT (-1/2)

3/4" MPT

(-3/4)

This unit offers anti-siphon protection.

SELF CLOSING

Model 40SC Wheel Handle

(Standard)

Model 40SC-LH Lever Handle

(Optional)

Model 40HT Wheel Handle

(Standard Including Loose Tee Key)

Model 40HT-LH Lever Handle

(Optional)

HALF TURN

ADA Compliant

ADA Compliant

The Model 40 is an anti-siphon vacuum breaker protected wall faucet designed for use in non-freezing areas.

Available in two models:

• Model 40SC - Self Closing Faucet shuts off when the handle is released.

• Polished Chrome Only

• Wheel Handle - Standard

• Optional: Lever Handle (-LH) ADA Compliant

• Adjustable wall fl ange w/set screw

• Inlets: 1/2” MPT x 1/2” Sweat (-1/2) or 3/4” MPT (-3/4)

• Optional: Bald Nose (-BN) (Non-threaded nozzle)

• Model 40HT - Half Turn Manual operated faucet requires only one half turn for full open and close.

• Polished Chrome - Standard

• Optional: Rough Brass (-RB) 40HT Only

• Furnished with polycarbonate Wheel Handle and Loose Tee Key

• Optional: Lever Handle (-LH) Pol. Chrome Only ADA Compliant

• Adjustable wall fl ange w/set screw

• Inlets: 1/2” MPT x 1/2” Sweat (-1/2) or 3/4” MPT (-3/4)

• Tefl on® impregnated packing

• Adjustable brass packing nut with deep stem guard

• Standard “O” size washer

• Optional: Bald Nose (-BN) (Non-threaded nozzle)

ANTI-SIPHON VACUUM BREAKER - Standard Nidel® Model 34HF with 3/4 inch male hose thread.

• ASSE Standard 1011

• CSA certifi ed

• UPC®/IAPMO Listed

Max Pressure - 125 p.s.i.

Max Temperature - 120º

Shipping Weight per unit - Model 40SC - 1 lb. 12 oz.

Model 40HT - 1 lb. 6 oz.

FOR NON-FREEZING AREAS ONLY

For Maximum protection, vacuum breaker replacement every three to fi ve years is strongly recommended.

Anti-Siphon Wall Faucet

Model 40SC/40HT

©2003 WOODFORD Mfg. Rev. 11/03 Form No. 40SC.103

Inlet Descriptions Overall Dimensions

7" 5 3/4"

3"

4"

1/2 " Flange Adjustment

COMBINATION

1/2" MPT

1/2" sWEAT (-1/2)

3/4" MPT

(-3/4)

This unit offers anti-siphon protection.

SELF CLOSING

Model 40SC Wheel Handle

(Standard)

Model 40SC-LH Lever Handle

(Optional)

Model 40HT Wheel Handle

(Standard Including Loose Tee Key)

Model 40HT-LH Lever Handle

(Optional)

HALF TURN

ADA Compliant

ADA Compliant

For more information contact...

woodford manufacturing company 2121 Waynoka Road, Colorado Springs, Colorado 80915 • Phone: (800) 621-6032 • Fax: (800) 765-4115

To view our complete product line visit: www.woodfordmfg.com or email: sales@woodfordmfg.com A Division Of WCM Industries, Inc.

40HT-LH

WITH 3/4" MPT

KENTUCK LAKE

CAMPGROUND

IMPROVEMENTS

EAGLE RIVER/FLORENCE

RANGER DISTRICT

DATENO.

REVISION / ISSUE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

(R9)

EASTERN REGION

CHEQUAMEGON-NICOLET

NATIONAL FOREST

03/22/2019

CJM/JS

JS

CJM

190322

United States Department of Agriculture Forest Service

190322

D or al an d S tre et

U ni ve rs ity

A ve nu e, S ui te

K in gs fo rd , M ic hi ga n

W ill is to n, N or th

D ak ot a

P ho ne

6)

-5

P ho ne

1)

-5

Fa x:

(9

) 7

-5 m ai l:

m tn en gi ne er in g@ m tn en g.

ne t

M O

U N

TA

IN

E N

G

IN

EE

R

IN

G

, I N

C

DRAWING TITLE

TH

E

O W

N E

R A

G R

E E

S T

O

IN

D E

M N

IF

Y

A N

D H

O

LD

M O

U N

TA

IN

E N

G

IN

E E

R

IN

G , I

N C

. H A

R M

LE

S

S F

R O

M A

N Y

D A

M A

G E

, L

IA

B

IL

IT

Y

O R

C O

S T, IN

C

LU

D

IN

G

A

TT

O R

N E

Y 'S

F E

E S

A N

D C

O S

T O

F D

E

FE

N S

E A

R

IS

IN

G

F R

O M

A N

Y C

H A

N G

E S

O R

A

LT

E R

A

TI

O N

S M

A D

E B

Y A

N Y

O N

E O

TH

E

R T

H A

N M

O U

N

TA

IN

E

N G

IN

E

E R

IN

G

, I N

C

O R

F R

O M

A N

Y R

E U

S E

O F

TH

E

D R

A W

IN

G

S A

N D

D A

TA

W

IT

H

O U

T

TH

E P

R

IO

R W

R

IT

TE

N

C O

N S

E N

T O

F M

O U

N

TA

IN

E

N G

IN

E

E R

IN

G

, I N

C

WELL HOUSE IMAGE DETAIL6

PROPOSED WATER LINE

CONNECTION POINT

MAINTAIN EXISTING

WALL VENT

TRACER WIRE NOTES:

1. TRACER WIRE TO BE #10 SOLID A.W.G. COPPER TRACER WIRE (DIR. BUR.) WITH THERMO-PLASTIC

INSULATION.

2. TRACER WIRE SHALL BE INSTALLED WITH ALL PIPE. WIRE TO BE TAPED TO BASE OF CURB STOP.

3. LOCATE WIRE DIRECTLY ON TOP OF THE PIPE AND TAPE TO PIPE AT FOUR PLACES EVERY PIPE SECTION.

WESTERN UNION SPLICE WITH GEL PACK, SOLDER, OR OTHER APPROVED METHOD. NO ACID.

4. STRIP APPROXIMATELY 3" OF INSULATION AT THE TERMINATION OF THE WIRE IN THE VALVE OR METER

BOX.

5. LEAVE 2 FEET OF TRACING WIRE AT TERMINATING ENDS.

6. INSTALL AN EXTRA VALVE BOX IF NECESSARY WHERE LOCATION WIRE IS TERMINATED AND SHOW ON

THE PLANS.

7. THE CONTRACTOR SHALL TEST THE CONTINUITY OF THE FINISHED INSTALLATION.

CONCRETE NOTES:

1. THE SOIL IS ASSUMED TO BE A WELL DRAINED SAND, GRAVEL MIXTURE WITH AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. ALL TOPSOIL AND ORGANIC MATERIAL SHALL BE REMOVED FROM UNDER THE PROPOSED SLAB. MAINTAIN 3'-0" MIN. UNDISTURBED SOIL AROUND AND UNDER SLAB. IF SLAB IS TO BE PLACED ON FILL, FILL SHALL BE CLEAN GRANULAR MATERIAL, COMPACTED WITH A VIBRATING PLATE COMPACTOR IN 6" LAYERS TO 95% MAXIMUM DENSITY AS DETERMINED BY A MODIFIED PROCTOR

OR APPROVED EQUIVALENT.

2. CONCRETE SLAB SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. MAX AGGREGATE SIZE IS 3/4", MAX SLUMP 2-4 INCHES AND MAXIMUM WATER TO CEMENT RATIO OF 0.50. IF AIR

ENTRAINED CONCRETE IS USED THE TOTAL AIR CONTENT SHALL BE 6.5% ± 1.5%.

3. REINFORCING STEEL SHALL BE FREE OF RUST AND SCALE WITH MIN. YIELD STRESS OF 60,000 PSI. IT SHOULD BE NOTED THAT REINFORCING STEEL AND OR FIBER MESH REINFORCEMENT WILL NOT PREVENT CRACKS IN THE SLAB, BUT IT WILL HOLD CRACKS TIGHT, MAINTAIN AGGREGATE INTERLOCK AND PREVENT FAULTING OF THE SLAB. THE BEST WAY TO PREVENT SHRINKAGE CRACKING IS TO PAY CLOSE ATTENTION TO THE SMOOTHNESS OF THE BASE, QUALITY OF THE CONCRETE, WATER CONTENT CURING PROCESS AND JOINT SPACING. A CURING AND SEALING COMPOUND SHALL BE APPLIED TO THE CONCRETE SURFACE. THE CURING COMPOUND SHALL BE EQUAL TO CS-309 AS MANUFACTURED BY W.R. MEADOWS

SEALTIGHT AND MEETING THE SPECIFICATIONS OF ASTM C 1315, TYPE I, CLASS A.

4. THE REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO UPPER ONE

THIRD OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT.

EXISTING SINGLE VAULT

TO BE REMOVED

CONCRETE SLAB

APPROX. 6' X 4'

TO BE REMOVED

BRUSH & TREES

BO

AT

L

AU

N C

H P

AR

KI

N G

A R

EA

TO BOAT LA

UNCH

6'- 2"

14'

6'

ASPHALT

BOAT LA

UNCH PARKIN

G AREA

NO PARKING SIGN

MAY BE REMOVED

TEMPORARILY

BRUSH & TREES

AL

T

BO

AT

L

AU

N C

H P

AR

KI

N G

A R

EA

TO BOAT LA

UNCH

SLOPE TO DRAIN

APPROX FOOTPRINT

OF REMOVED VAULT

APPROX NEW VAULT FOOTPRINT

ORIENT DOORS TO PARKING AREA

INSTALL TO MATCH EXISTING GRADE

SEE DETAIL 1-1

NEW SLAB 12'-7" x 4'

TO BE INSTALLED

SEE DETAIL 2-1

INSTALL SLAB-FRONT LEVEL WITH

EXISTING ASPHALT SURFACE

ASPHALT

BOAT LA

UNCH PARKIN

G AREA

4'

6'-6"

'-8

4' MIN

4'

MIN

NO PARKING SIGN

NOTE: FINAL CONCRETE

LOCATION, ELEVATIONS, AND

ROUTE TO BE COORDINATED

AND APPROVED WITH COR.

ENSURE ABA COMPLIANCE.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 1/2

1 1 5:

T

LE

MA

HI

EU

C :\U

SE

RS

\T

LE

MA

HI

EU

\B

OX

IN

TE

RN

P

RO

JE

CT

S

- T

YL

ER

\2.

IN

P

RO

GR

ES

S\

0.

VA

UL

T

TO

IL

ET

\S

TR

UC

TU

RE

S

DE

SI

GN

S

DR

AW

IN

GS

\D

W G_

W

OR

KI

NG

\C

_K

EN

TU

CK

LK

BL

.D W

G;

R09

EASTERN REGION

VAULT TOILET

REPLACEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA, EAGLE

RIVER-FLORENCE, MEDFORD-PARK

FALLS, AND WASHBURN DISTRICTS

KENTUCK LAKE BOAT

LANDING SITE PLAN

T.LEM

KENTUCK LAKE BOAT LANDING

AND CAMPGROUND

TRAVEL DIRECTIONS FROM EAGLE RIVER, WI:

DRIVE EAST OUT OF EAGLE RIVER ON WI-70 FOR 13.4 MILES. TURN LEFT ONTO DIVIDE RD (FR 2176) AND CONTINUE FOR 2.7 MILES. TURN LEFT ONTO TUTTLE LN E FOR 0.3 MI INTO KENTUCK LAKE BOAT LANDING AND

CAMPGROUND.

APPROXIMATE EXISTING CONDITIONS:

REMOVE ONE EXISTING VAULT & CONCRETE SLAB

PROPOSED CONDITIONS:

INSTALL ONE CXT SINGLE CASCADIAN VAULT TOILET ("RIGHT HAND ORIENTATION") OR EQUIVALENT

Optional Bid Item 1

Provide fill, top soil & reseed

AP

PR

O X

14'

6'-2"

14'

6'- 2"

BR

U

SH

T R

EE

S

EXISTING SINGLE VAULT

TO BE ABANDONED IN PLACE

SEE DETAIL 1-3

EXISTING SINGLE VAULT

TO BE REMOVED

CONCRETE SLABS

APPROX. 6' X 4'

TO BE REMOVED

D R

O

AD

G

RA

VE

L

CA

M

PG

RO

UN

D

RO

AD

APPROX 30'

AP

PR

O X

BR

U

SH

T R

EE

S

AS

PH

AL

T

C

AM

PG

R

O U

N D

R O

AD

AS

PH

AL

T

CA

M

PG

RO

UN

D

RO

AD

SLOPE TO DRAIN

NEW SIDEWALK

TO BE INSTALLED

SEE DETAIL 2-3

APPROX FOOTPRINT

OF ABANDONED VAULT

SEE DETAIL 1-3

APPROX FOOTPRINT

OF REMOVED VAULT

APPROX NEW VAULT FOOTPRINT

ORIENT DOORS TOWARD ROADWAY

INSTALL TO MATCH EXISTING GRADE

SEE DETAIL 1-2

NEW SLAB 14'-4" x 4'

TO BE INSTALLED

SEE DETAIL 2-2

CUT AND GRUB TREES & CLEAR BRUSH

4' MIN FROM VAULT; 1' MIN FROM CONCRETE

4'

11'-11"

14'-4"

APPROX 25'

APPROX 6'APPROX135°

PATH SLOPE NOT TO EXCEED 2%

BETWEEN JOINTS BOUNDING CURVE

REBAR NEED NOT BEND WITH CURVE

NOTE: FINAL SIDEWALK LOCATION, ELEVATIONS,

AND ROUTE TO BE COORDINATED AND APPROVED

WITH COR. ENSURE ABA COMPLIANCE.

R5'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/8 /21

:3

3 T

LE

MA

HI

EU

C

:\U

SE

RS

\T

LE

MA

HI

EU

\B

OX

IN

TE

RN

P

RO

JE

CT

S

- T

YL

ER

\2.

IN

P

RO

GR

ES

S\ 0.

VA

UL

T

TO

IL

ET

\S

TR

UC

TU

RE

S

DE

SI

GN

S

DR

AW

IN

GS

\D W

G_ W

OR

KI

NG

\C

_K

EN

TU

CK

LK

CG

5.D

W G;

R09

EASTERN REGION

VAULT TOILET

REPLACEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA, EAGLE

RIVER-FLORENCE, MEDFORD-PARK

FALLS, AND WASHBURN DISTRICTS

KENTUCK LAKE

CAMPSITE #5 SITE PLAN

T.LEM

KENTUCK LAKE BOAT LANDING

AND CAMPGROUND

TRAVEL DIRECTIONS FROM EAGLE RIVER, WI:

DRIVE EAST OUT OF EAGLE RIVER ON WI-70 FOR 13.4 MILES. TURN LEFT ONTO DIVIDE RD (FR 2176) AND CONTINUE FOR 2.7 MILES. TURN LEFT ONTO TUTTLE LN E FOR 0.3 MI INTO KENTUCK LAKE BOAT LANDING AND

CAMPGROUND.

APPROXIMATE EXISTING CONDITIONS:

REMOVE TWO EXISTING VAULTS & CONCRETE SLABS

PROPOSED CONDITIONS:

INSTALL ONE CXT DOUBLE CASCADIAN VAULT TOILET OR EQUIVALENT

Optional Bid Item 2

Provide fill, top soil & reseed

CONCRETE SLAB

APPROX. 6' X 4'

TO BE REMOVED

BR

U

SH

T R

EE

S

G R

AV

EL

C

AM

PG

R

O U

N D

R O

AD

6' -2

14'

APPROX

8'

~3'

BR

U

SH

T R

EE

S

AS

PH

AL

T

C

AM

PG

R

O U

N D

R O

AD

SLOPE TO DRAIN

3'

MIN

4'

4'

6'-6"

'-8

APPROX FOOTPRINT

OF REMOVED VAULT

APPROX NEW VAULT FOOTPRINT

ORIENT DOORS TO PARKING AREA

INSTALL TO MATCH EXISTING GRADE

SEE DETAIL 1-1

NEW SLAB 12'-7" x 4'

TO BE INSTALLED

SEE DETAIL 2-1

CUT AND GRUB TREES & CLEAR BRUSH

DO NOT CUT TREES > 4" DIAM. WITHOUT COR APPROVAL

4' MIN FROM VAULT; 1' MIN FROM CONCRETE

NEW SIDEWALK

TO BE INSTALLED

SEE DETAIL 2-3

NOTE: FINAL SIDEWALK LOCATION, ELEVATIONS,

AND ROUTE TO BE COORDINATED AND APPROVED

WITH COR. ENSURE ABA COMPLIANCE.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 1/2

1 1 6:

T

LE

MA

HI

EU

C :\U

SE

RS

\T

LE

MA

HI

EU

\B

OX

IN

TE

RN

P

RO

JE

CT

S

- T

YL

ER

\2.

IN

P

RO

GR

ES

S\

0.

VA

UL

T

TO

IL

ET

\S

TR

UC

TU

RE

S

DE

SI

GN

S

DR

AW

IN

GS

\D

W G_

W

OR

KI

NG

\C

_K

EN

TU

CK

LK

CG

.D

W G;

R09

EASTERN REGION

VAULT TOILET

REPLACEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA, EAGLE

RIVER-FLORENCE, MEDFORD-PARK

FALLS, AND WASHBURN DISTRICTS

KENTUCK LAKE

CAMPSITE #19 SITE PLAN

T.LEM

KENTUCK LAKE BOAT LANDING

AND CAMPGROUND

TRAVEL DIRECTIONS FROM EAGLE RIVER, WI:

DRIVE EAST OUT OF EAGLE RIVER ON WI-70 FOR 13.4 MILES. TURN LEFT ONTO DIVIDE RD (FR 2176) AND CONTINUE FOR 2.7 MILES. TURN LEFT ONTO TUTTLE LN E FOR 0.3 MI INTO KENTUCK LAKE BOAT LANDING AND

CAMPGROUND.

APPROXIMATE EXISTING CONDITIONS:

REMOVE ONE EXISTING VAULT & CONCRETE SLAB

PROPOSED CONDITIONS:

INSTALL ONE CXT SINGLE CASCADIAN VAULT TOILET ("RIGHT HAND ORIENTATION") OR EQUIVALENT

Optional Bid Item 3

Provide fill, top soil & reseed.

CONCRETE SLAB

APPROX. 6' X 4'

TO BE REMOVED

BRUSH & TREES

AS

PH

AL

T

C

AM

PG

R

O U

N D

R O

AD

6'-2"

14'

APPROX

18'

~3"

APPROX

12'

BRUSH & TREES

AS

PH

AL

T

C

AM

PG

R

O U

N D

R O

AD

SLOPE TO DRAIN

14'-8"

4'

6'-6"

APPROX

17'-5"

3'

APPROX FOOTPRINT

OF REMOVED VAULT

APPROX NEW VAULT FOOTPRINT

ORIENT DOORS WITH REMOVED VAULT

INSTALL TO MATCH EXISTING GRADE

SEE DETAIL 1-1

NEW SLAB 12'-7" x 4'

TO BE INSTALLED

SEE DETAIL 2-1

CUT AND GRUB TREES & CLEAR BRUSH

DO NOT CUT TREES > 4" DIAM. WITHOUT COR APPROVAL

4' MIN FROM VAULT; 1' MIN FROM CONCRETE

NEW SIDEWALK

TO BE INSTALLED

SEE DETAIL 2-3

NOTE: FINAL SIDEWALK LOCATION, ELEVATIONS,

AND ROUTE TO BE COORDINATED AND APPROVED

WITH COR. ENSURE ABA COMPLIANCE.

SLOPES <2% IN ALL DIRECTIONS TO FIRST JOINT

ROADSIDE EDGE JOINT FLUSH WITH PAVEMENT

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/1 1/2

1 1 6:

T

LE

MA

HI

EU

C :\U

SE

RS

\T

LE

MA

HI

EU

\B

OX

IN

TE

RN

P

RO

JE

CT

S

- T

YL

ER

\2.

IN

P

RO

GR

ES

S\

0.

VA

UL

T

TO

IL

ET

\S

TR

UC

TU

RE

S

DE

SI

GN

S

DR

AW

IN

GS

\D

W G_

W

OR

KI

NG

\C

_K

EN

TU

CK

LK

CG

.D

W G;

R09

EASTERN REGION

VAULT TOILET

REPLACEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA, EAGLE

RIVER-FLORENCE, MEDFORD-PARK

FALLS, AND WASHBURN DISTRICTS

KENTUCK LAKE

CAMPSITE #23 SITE PLAN

T.LEM

KENTUCK LAKE BOAT LANDING

AND CAMPGROUND

TRAVEL DIRECTIONS FROM EAGLE RIVER, WI:

DRIVE EAST OUT OF EAGLE RIVER ON WI-70 FOR 13.4 MILES. TURN LEFT ONTO DIVIDE RD (FR 2176) AND CONTINUE FOR 2.7 MILES. TURN LEFT ONTO TUTTLE LN E FOR 0.3 MI INTO KENTUCK LAKE BOAT LANDING AND

CAMPGROUND.

APPROXIMATE EXISTING CONDITIONS:

REMOVE ONE EXISTING VAULT & CONCRETE SLAB

PROPOSED CONDITIONS:

INSTALL ONE CXT SINGLE CASCADIAN VAULT TOILET ("LEFT HAND ORIENTATION") OR EQUIVALENT

Optional Bid Item 4

Provide fill, top soil, & reseed