J3_-_Plans_Namekagon_Campground_Electric_Soil_Boring_Phone_Service.pdf

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Namekagon Campground

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Campground

Namekagon Campground

PROJECT SITE

T-01 COVER SHEET 03/21/2019

E-01 ELECTRICAL SITE PLAN AND DETAILS 03/21/2019

P-01 HOST SITE HOLDING TANK 03/21/2019

FOREST ENGINEER

DATE

DATE

DIRECTOR OF

ENGINEERING

DATE

FOREST SUPERVISOR

RO FACILITIES PROGRAM MANAGER DATETRAVEL DIRECTIONS:

LOCATED APPROXIMATELY 17 MILES EAST OF CABLE, DRIVE EAST ON HIGHWAY M 10.9 MILES TO HIGHWAY D. TURN LEFT (NORTH) ON D AND PROCEED 5.5 MILES TO FOREST ROAD 209. TURN LEFT (WEST) AND PROCEED 0.3 MILES TO

THE CAMPGROUND.

LAT: 46.24453

LONG: -91.08546

THE SCOPE OF THIS PROJECT IS TO PROVIDE ELECTRCIAL SERVICE TO 23 CAMPSITES AND

A DEDICATED WASTEWATER HOLDING TANK AT A NEW HOST SITE. THE WORK WILL ALSO

INCLUDE RELOCATING AN EXISTING ELECTRICAL PEDESTAL.

THE ELECTRIC SERVICE WILL BE SUPPLIED BY A BURIED ELECTRICAL LINE FROM TWO

TRANSFORMERS TO BE PROVIDED BY BAYFIELD ELECTRIC CO-OP.

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.

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.

SITE 28

SITE 29

SITE 30

SITE 32

SITE 31

SITE 33

SITE 34

SITE 15

SITE 13

SITE 12

SITE 14

SITE 25

SITE 23

SITE 20

SITE 18

SITE 17

SITE 16

SITE 21

SITE 22

SITE 24

SITE 26

SITE 27

SITE 19

PROPOSED 20, 30, 50

AMP ELECTRICAL

PEDESTALS IN NEW

ELECTRICAL SERVICE

LOOP. 23 TOTAL.

SITE PLAN

Scale: 1" = 200'-0"1

NORTH TRANSFORMER

AND EXISTING

ELECTRICAL PANEL

WITH METER.

PROPOSED NEW

HOST SITE

LOCATION

SOUTH TRANSFORMER AND

EXISTING ELECTRICAL

PANEL WITH METER.

SITE 19 ELECTRICAL PEDESTAL TO

BE DISCONNECTED FROM

EXISTING SOUTH TRANSFORMER

PANEL AND MOVED 35' INTO HOST

SITE.

ELECTRICAL SITE PLAN

AND DETAILS

E-01 002 003

SITE 28

SITE 29

SITE 30

SITE 32

SITE 31

SITE 33

SITE 34

SITE 15

SITE 13

SITE 12

SITE 14

SITE 25

SITE 23

SITE 20

SITE 18

SITE 17

SITE 16

SITE 21

SITE 22

SITE 24

SITE 26

SITE 27

SITE 19

LOOP A

ELECTRICAL CIRCUIT SCHEMATIC

Scale: 1" = 100'-0"2

NORTH TRANSFORMER

AND EXISTING

ELECTRICAL PANEL

WITH METER.

SOUTH TRANSFORMER AND

EXISTING ELECTRICAL

PANEL WITH METER.

LOOP B

LOOP C

LOOP D

LOOP E

LOOP F

PROPOSED NEW

HOST SITE

LOCATION

SITE 19 ELECTRICAL PEDESTAL TO

BE DISCONNECTED FROM

EXISTING SOUTH TRANSFORMER

PANEL AND MOVED 35' INTO HOST

SITE.

USE 350, 350, 4/0 ALUMINUM

WIRE TYPE URD DIRECT

BURIAL OR APPROVED

EQUAL.

SITE 28

SITE 29

SITE 30

SITE 32

SITE 31

SITE 33

SITE 34

SITE 15

SITE 13

SITE 12

SITE 14

SITE 25

SITE 23

SITE 20

SITE 18

SITE 17

SITE 16

SITE 21

SITE 22

SITE 24

SITE 26

SITE 27

SITE 19

LOOP A

ELECTRICAL CIRCUIT SCHEMATIC

Scale: 1" = 100'-0"3

NORTH TRANSFORMER AND

EXISTING ELECTRICAL

PANEL WITH METER.

SOUTH TRANSFORMER AND EXISTING

ELECTRICAL PANEL WITH METER.

LOOP B

LOOP C

LOOP D

LOOP E

LOOP F

NOTE:

PROPOSED ELECTRICAL

UNDERGROUND ROUTES.

UNDERGROUND WIRING SHALL

BE INSTALLED AS SHOWN AT A

MINIMUM DEPTH OF 24 INCHES.

CONTRACTOR SHALL SUBMIT AN

AS-BUILT PLAN OF THE FINAL

ELECTRICAL ROUTES.

PROPOSED NEW HOST

SITE LOCATION

SITE 19 ELECTRICAL PEDESTAL TO

BE DISCONNECTED FROM

EXISTING SOUTH TRANSFORMER

PANEL AND MOVED 35' INTO HOST

SITE.

USE SINGLE DIRECTIONAL

BORE FOR BOTH LOOPS.

SEE ELECTRICAL DESIGN

NOTES, NOTE 8.

USE SINGLE DIRECTIONAL

BORE FOR BOTH

CROSSES OF LOOP. SEE

ELECTRICAL DESIGN

NOTES, NOTE 8.

SEE ELECTRICAL DESIGN

NOTES, NOTE 8.

SEE ELECTRICAL DESIGN

NOTES, NOTE 8.

USE SINGLE DIRECTIONAL BORE

FOR BOTH CROSSES OF LOOP.

SEE ELECTRICAL DESIGN NOTES,

NOTE 8.

SEE ELECTRICAL DESIGN

NOTES, NOTE 8.

% of Total % of Triplex wire Circuit Loop A Voltage Voltage or From To Max. Amps Wire Length, ft Voltage Volt-amperes Wire Size Resistivity Drop Drop Quadplex wire Panel N Site 13 50 71 240 24200 350 0.0605 0.4% 0.4% Quadplex wire Site 13 Site 14 50 67 240 19400 350 0.0605 0.3% 0.6% Quadplex wire Site 14 Site 15 50 78 240 14600 350 0.0605 0.2% 0.9% Quadplex wire Site 15 Site 12 50 89 240 9600 350 0.0605 0.2% 1.1% Quadplex wire

% of Total % of Triplex wire

Circuit Loop B Voltage Voltage or From To Max. Amps Wire Length, ft Voltage Volt-amperes Wire Size Resistivity Drop Drop Quadplex wire Panel S Site 17 50 184 240 29000 350 0.0605 1.1% 1.1% Quadplex wire Site 17 Site 16 50 139 240 24200 350 0.0605 0.7% 1.8% Quadplex wire Site 16 Site 18 50 47 240 19400 350 0.0605 0.2% 2.0% Quadplex wire Site 18 Site 20 50 99 240 14600 350 0.0605 0.3% 2.3% Quadplex wire Site 20 Site 21 50 110 240 9600 350 0.0605 0.2% 2.5% Quadplex wire

% of Total % of Triplex wire

Circuit Loop C Voltage Voltage or From To Max. Amps Wire Length, ft Voltage Volt-amperes Wire Size Resistivity Drop Drop Quadplex wire Panel S Site 19 50 35 240 9600 350 0.0605 0.1% 0.1% Quadplex wire

% of Total % of Triplex wire

Circuit Loop D Voltage Voltage or From To Max. Amps Wire Length, ft Voltage Volt-amperes Wire Size Resistivity Drop Drop Quadplex wire Panel S Site 22 50 342 240 29000 350 0.0605 2.1% 2.1% Quadplex wire Site 22 Site 23 50 63 240 24200 350 0.0605 0.3% 2.4% Quadplex wire Site 23 Site 25 50 69 240 19400 350 0.0605 0.3% 2.7% Quadplex wire Site 25 Site 26 50 145 240 14600 350 0.0605 0.4% 3.1% Quadplex wire Site 26 Site 24 50 119 240 9600 350 0.0605 0.2% 3.4% Quadplex wire

% of Total % of Triplex wire

Circuit Loop E Voltage Voltage or From To Max. Amps Wire Length, ft Voltage Volt-amperes Wire Size Resistivity Drop Drop Quadplex wire Panel N Site 27 50 280 240 24200 350 0.0605 1.4% 1.4% Quadplex wire Site 27 Site 28 50 156 240 19400 350 0.0605 0.6% 2.1% Quadplex wire Site 28 Site 29 50 153 240 14600 350 0.0605 0.5% 2.5% Quadplex wire Site 29 Site 31 50 84 240 9600 350 0.0605 0.2% 2.7% Quadplex wire

% of Total % of Triplex wire

Circuit Loop F Voltage Voltage or From To Max. Amps Wire Length, ft Voltage Volt-amperes Wire Size Resistivity Drop Drop Quadplex wire Panel N Host 50 397 240 29000 350 0.0605 2.4% 2.4% Quadplex wire Host Site 33 50 54 240 24200 350 0.0605 0.3% 2.7% Quadplex wire Site 33 Site 34 50 90 240 19400 350 0.0605 0.4% 3.1% Quadplex wire Site 34 Site 32 50 81 240 14600 350 0.0605 0.2% 3.3% Quadplex wire Site 32 Site 30 50 72 240 9600 350 0.0605 0.1% 3.5% Quadplex wire

ELECTRICAL PEDESTAL DETAIL4

PROVIDE 15 AMP BREAKER

FOR ALARM LIGHT.

FOR HOST SITE ONLY.

ELECTRICAL DESIGN NOTES

1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS

EQUIPMENT AND TRANSPORTATION NECESSARY FOR THE PROPER EXECUTION OF

THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ALL INCIDENTAL

WORK NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER,

READY FOR USE, OCCUPANCY OR OPERATION BY THE OWNER.

2. ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH ALL NATIONAL,

STATE AND LOCAL CODES, ORDINANCES. ANY MODIFICATIONS AND/OR ADDITIONS

TO THESE PLANS REQUIRED FOR PROPER COMPLIANCE TO ANY APPLICABLE CODES

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. ELECTRICAL WORK SHALL BE DONE BY A LICENSED ELECTRICIAN WITH

AN ELECTRICAL PERMIT AND INSPECTION.

4. CONTRACTOR TO LOCATE EXISTING WATER, SEWER, AND ELECTRICAL

LINES AND ENSURE NO CONFLICTS WITH PROPOSED ELECTRICAL LINES.

5. THE ELECTRICAL CONTRACTOR SHALL COORDINATE UTILITY RUNS WITH

OTHER TRADES.

6. FURNISH AND INSTALL WIRING, DEVICES, PANELS, AND BREAKERS AS

REQUIRED. WHERE AN ELECTRICAL DEVICE AND/OR DISCONNECT IS REQUIRED BY

CODE BUT NOT SHOWN, IT SHALL BE FURNISHED AND INSTALLED BY THE

ELECTRICIAN.

7. THE ELECTRICAL CONTRACTOR SHALL INSTALL CIRCUIT DIRECTORY

WITH TYPED CIRCUIT DESIGNATION CARD ON THE INSIDE OF EACH PANEL BOARD

DOOR.

8. PEDESTALS ARE TO BE LOCATED ON RIGHT SIDE OF EACH SITE.

CONTRACTING OFFICER'S REPRESENTATIVE TO VERIFY/APPROVE PEDESTAL

LOCATION.

9. ELECTRICAL WIRING AT PAVED ROAD CROSSINGS SHALL BE

DIRECTIONALLY BORED. BORING IS ONLY REQUIRED IF ROAD HAS ALREADY BEEN

PAVED.

10. BAYFIELD ELECTRIC CO-OP TO PROVIDE BOTH TRANSFORMERS, THE

ELECTRICAL SERVICE LINE TO THE METER SOCKETS, AND THE ELECTRICAL SERVICE

METERS.

11. ELECTRICAL LOOPS A, E, AND F WILL HAVE ELECTRICAL SERVICE

SUPPLIED BY THE NORTH TRANSFORMER. ELECTRICAL LOOPS B, C, AND D WILL HAVE

ELECTRICAL SERVICE SUPPLIED BY THE SOUTH TRANSFORMER.

12. BAYFIELD ELECTRIC CO-OP CONTACT: BILL JOHNSON

(715-372-4287)

13. IF A NEW PANEL MOUNTING BOARD IS REQUIRED, PANEL SHALL BE

CONSTRUCTED OF TWO 4X4X10' GROUND CONTACT TREATED POSTS BURIED 48"

BELOW GROUND AND 3/4" TREATED PLYWOOD BACKER. FIELD LOCATE PER

CONTRACT OFFICER'S REPRESENTATIVE.

ELECTRICAL RISER DIAGRAM DETAIL - NORTH PANEL5

400 AMP MAIN BREAKER /

DISCONNECT

125 KVA TRANSFORMER.

PROVIDE MIN. 125 KVA

TRANSFORMER.

REPLACE EXISTING

NORTH TRANSFORMER.

SITE BREAKER PANEL.

PROVIDE ONE 200 AMP

BREAKER / DISCONNECT

FOR EACH ELECTRICAL

LOOP.

PROPOSED ELECTRICAL SERVICE METER

TO BE INSTALLED BY BAYFIELD ELECTRIC

CO-OP.

ELECTRIC

SUPPLY LINE

TO SITES

PROPOSED METER SOCKET.

CONTRACTOR TO PROVIDE

METER SOCKET.

ELECTRIC

SERVICE LINE

ELECTRICAL RISER DIAGRAM DETAIL - SOUTH PANEL6

400 AMP MAIN BREAKER /

DISCONNECT

106 KVA TRANSFORMER.

PROVIDE MIN. 106 KVA

TRANSFORMER.

REPLACE EXISTING

SOUTH TRANSFORMER.

SITE BREAKER PANEL.

PROVIDE ONE 200 AMP

BREAKER / DISCONNECT

FOR EACH ELECTRICAL

LOOP.

PROPOSED ELECTRICAL SERVICE METER

TO BE INSTALLED BY BAYFIELD ELECTRIC

CO-OP.

ELECTRIC

SUPPLY LINE

TO SITES

PROPOSED METER SOCKET.

CONTRACTOR TO PROVIDE

METER SOCKET.

ELECTRIC

SERVICE LINE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

(R9)

EASTERN REGION

NAMEKAGON LAKE

CAMPGROUND

IMPROVEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

03/21/2019

CJM/JS

JS

CJM

190321

United States Department of Agriculture Forest Service

190321

GREAT DIVIDE

RANGER DISTRICT

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FIELD LOCATE NEW

TRANSFORMER, METER AND

CONTROL PANEL PER POWER

COMPANY AND CONTRACTING

OFFICER'S REPRESENTATIVE

Phone Service Note:

Contractor shall coordinate with phone service provider to relocate phone service from SITE 19 to new host site. New phone service shall have appropriate pedestal as recommended by phone company.

Contractor to cover all expenses associated with work.

P-01 003 003

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

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 ELECTRICAL

PEDESTAL. 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.

SITE PLAN

Scale: 1" = 200'-0"1

NORTH TRANSFORMER

AND ELECTRICAL

PANEL

PROPOSED NEW

HOST SITE

LOCATION

SOUTH

TRANSFORMER AND

ELECTRICAL PANEL

AND UTILITY LAYOUT PLAN

Scale: 1" = 20'-0"2

PROPOSED NOMINAL 1500 GALLON HOLDING TANK.

HOLDING TANK TO BE LOCATED IN CLEARING NORTH

OF THE SITE. FIELD FIT TO MINIMIZE DISTURBED AREA.

PROPOSED ELECTRICAL PEDESTAL.

CONTRACTOR TO ENSURE NO CONFLICTS

WITH PROPOSED SEPTIC OR ELECTRICAL

LINES.

PROPOSED 4" SCHEDULE

40 PVC SEWER LINE

SEWER DROP.

SEE DETAIL 3.

ALARM LIGHT. CONNECT TO PROPOSED

ELECTRICAL PEDESTAL. SEE DETAIL 5

NEW

HOST SITE

10'-0

45'-0"

10'-0"

FIELD

FIT

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.

60'-0"

EXISTING CONCRETE SLABS TO BE

REMOVED. RESTORE AREA WITH 6" OF

1-1/4" DENSE GRADED BASE. FINISH GRADE

HOST SITE WITH 4" OF 1-1/4" DENSE

GRADED BASE AND CROWN SITE WITH

1-1/2% SLOPE FROM CENTER TO EDGE.

25'-0

HOST SITE CONSTRUCTION

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.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

(R9)

EASTERN REGION

NAMEKAGON LAKE

CAMPGROUND

IMPROVEMENTS

CHEQUAMEGON-NICOLET

NATIONAL FOREST

03/21/2019

CJM/JS

JS

CJM

190321

United States Department of Agriculture Forest Service

190321

GREAT DIVIDE

RANGER DISTRICT

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

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N G

IN

E

E R

IN

G

, I N

C

FINISHED

GRADE

V A

R

IE

S . S

E E

D E

TA

IL

A

N D

4"

M

IN

" M

IN

4"

4" TOPSOIL OR

WISDOT 1-1/4"

DENSE GRADED

BASE. MATCH

EXISTING.

SEWER LINE.

SEWER LINE TRENCH DETAIL

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

2'-0" MIN.

NOTE: MAINTAIN MIN. 10' CLEARANCE BETWEEN

WATER LINE AND SEWER LINE.

NATIVE OR

EXISTING BACKFILL

NATIVE BACKFILL WITH

NO COBBLES AND

BOULDERS (>2"DIA.)

FINISHED

GRADE

" M

IN

D E

P

TH

4"

4" TOPSOIL OR WISDOT

1-1/4" DENSE GRADED

BASE. MATCH EXISTING.

4" M

IN

" M

IN

ELECTRICAL LINE

ELECTRICAL LINE TRENCH DETAIL

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

2'-0" MIN.

NATIVE OR

EXISTING BACKFILL

NATIVE BACKFILL WITH

NO COBBLES AND

BOULDERS (>2"DIA.)

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 DETAIL8

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 DETAIL9

RISER TAR DETAIL10

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