Attachment C - Kneff Lake CG WS Design Drawing Set 12-22-2022.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

KNEFF LAKE CAMPGROUND

FROM GRAYLING, MI 49738, HEAD EAST ON M-72/HURON STREET FOR 6.4 MILES. TURN RIGHT (SOUTH)

ONTO SOUTH STEPHEN BRIDGE ROAD AND TRAVEL FOR 1.2 MILES TO THE CAMPGROUND ENTRANCE

ON THE EAST SIDE OF THE ROAD. TRAVEL TO THE END OF THE CAMPGROUND PAVED ROAD TO THE

DAY USE SITE FOR ACCESS TO THE PROJECT. THE CAMPGROUND IS WELL SIGNED FROM M-72 TO

THE CAMPGROUND ENTRANCE.

PROJECT SITE APPROXIMATE LATITUDE N 44.63784444 AND LONGITUDE W 84.57556944

WATER SYSTEM RENOVATIONS

RECOMMENDED BY:

APPROVED:

FOREST FACILITIES ENGINEER

FOREST ENGINEER DATE

DATE

FOREST SUPERVISOR DATE

DISTRICT RANGER

DATE

/21

/22

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MICHIGAN

CRAWFORD COUNTY

R 9 EASTERN REGION

HURON MANISTEE NATIONAL FORESTS

MIO RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVERSHEET 12/7/2022

C-01 SITE PLAN 12/7/2022

C-02 WELL HOUSE INTERIOR PIPING 12/7/2022

C-03 WELL HOUSE CXT FLOOR PLAN 12/7/2022

C-04 WELL DETAIL 12/7/2022

C-05 MISCELLANEOUS DETAILS 12/7/2022

C-06 EXISTING CONDITIONS SITE LAYOUT SCAN FOR REFERENCE ONLY 12/7/2022

NEW CXT PRECAST CONCRETE WELL

HOUSE 10' X 12' ON 6" THICK 15' X 16'

GRAVEL PAD. EXACT LOCATION AND

ELEVATION TO BE STAKED BY COR

WITH FINISHED FLOOR AT 98.5'+/-,

BUT SHALL BE AT LEAST 6" ABOVE

SURROUNDING FINISHED GRADE.

EXISTING

WELLHOUSE TO BE

REMOVED ENTIRELY

AND DISPOSED OF

PROPERLY OFF OF

GOV'T PROPERTY

GRASS/SAND OLD ROAD

BED ACCESS FROM

PAVED CAMPGROUND

ROAD TO WORK AREA

TREE LINE

TREE LINE

TREE LINE

TREE LINE

EXISTING WATER SYSTEM

CURB STOP VALVES TO BE

COMPLETELY REMOVED

REMOVE POWER POLE

AND EXISTING OH

ELECTRIC. REROUTE

AS SHOWN.

O E

O E

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NEW UG ELECTRIC

SERVICE LINE FROM

EXISTING POWER POLE

TO THE NEW WELLHOUSE.

EXISTING POWER POLE TO REMAIN

AND ELECTRICAL SERVICE RUN

UNDERGROUND FROM THIS POLE

TO THE NEW WELLHOUSE.

W

W

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30' +/- NEW 2" HDPE

WATERLINE FROM

WELL TO WELLHOUSE

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125' +/- NEW 2" HDPE WATER LINE

FROM WELL HOUSE TO EXISTING

VALVE BOX. EXISTING VALVE

BOX SHALL BE REMOVED AND

REPLACED WITH TRANSITION

FITTING TO JOIN NEW 2" HDPE TO

EXISTING 1.5" PVC PIPING

EXISTING VALVE BOX

TO BE REMOVED AND

JOIN NEW 2" HDPE TO

EXISTING 1.5" PVC

50'+/- 1" NEW HDPE WATER LINE DRAIN

SLOPED TO DRAIN TO DAYLIGHT - SEE

DETAIL FOR OUTLET TREATMENT

NEW 1" CURB STOP

VALVE AND BOX AND

MARKER POST FOR

DRAIN LINE

V1

NEW 1" CURB STOP

VALVE AND BOX

AND MARKER POST

- SEE DETAIL SHEET

NEW 2" HDPE CURB

STOP VALVE AND BOX

AND MARKER POST -

SEE DETAIL SHEET

2" X 2" X 1" HDPE TEE

1" X 1" X 1" TEE

105' +/- NEW 1" HDPE

WATERLINE FROM

"T" TO "T"

EXISTING WATER LINES

TO BE ABANDONED IN

PLACE. SEE EXISTING

CONDITIONS SCAN FOR

APPROXIMATE LOCATIONS

50'+/- 1" NEW HDPE WATER

LINE FROM 1" T AND

CONNECT TO EXISTING 1"

HDPE LINE. CONTRACTOR

WILL HAVE TO EXCAVATE

TO LOCATE THE EXISTING

1" HDPE WATER LINE.

E

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CONTRACTOR SHALL TRENCH & DIRECT BURY THE EXISTING

COILED EXCESS (75'+/-) HOST ELECTRICAL LINE ALUMINUM

4/0-4/0-2/0-4 "MOBILE HOME FEED" THAT IS BURIED NEXT TO

THE EXISTING WELLHOUSE & SHALL RUN THE WIRE TO THE

NEW WELLHOUSE, CROSSING THE NEW 1" HDPE WATER LINE

IN ONE LOCATION. A WATER TIGHT SPLICE (MARKED WITH A

MARKER POST) WILL BE REQUIRED ALONG WITH

ADDITIONAL WIRE. CONTRACTOR SHALL BID ON PROVIDING

75' OF ALUMINUM 4/0-4/0-2/0-4 "MOBILE HOME FEED" WIRE TO

SPLICE TO THE EXISTING WIRE.

ADD MARKER

POST NEXT TO

DRAIN OUTLET -

SEE DETAIL SHEET

EXISTING

PRECAST

TOILET TO

REMAIN

EXISTING WELL TO BE

MODIFIED AS PER

WELL DETAIL SHEET

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NEW HOST ALUMINUM

ELECTRIC LINE TO WELL

HOUSE - 155'+/-

E

E

E

E

E

E

E

EXISTING UG HOST

ELECTRICAL LINE TO

REMAIN AS IS.

E

E

E

E

NEW WELL CONTROL

ELECTRICAL IN PVC

CONDUIT FROM WELL

TO WELLHOUSE

PP

PP

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

/21

/22

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R 9

EASTERN REGION

KNEFF LAKE

CAMPGROUND

WATER SYSTEM

RENOVATIONS

HURON MANISTEE

NATIONAL FORESTS

MIO RANGER STATION

SITE PLAN

12/06/2022

R. SUTTON

R. SUTTON

X.XXX

C-01 002 007

Feet

0 5 10

SCALE

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WM

PRESSURE

TANK (119 GAL)

WX-350 PRO

PRESSURE

TANK (119 GAL)

WX-350 PRO

NOTE:

· DIMENSIONS FOR EXACT PIPE FITTINGS IS NOT CALLED OUT DUE TO VARIANCES IN CONSTRUCTION, SUPPLIER DIMENSIONS, ETC. THIS DRAWING SHOWS THE INTENDED DESIGN

OUTCOME. IN MOST CASES, THERE IS A MINIMUM OF 3" BETWEEN FITTINGS. CONTRACTOR TO PLACE FITTINGS, UNIONS, ETC. WHERE THEY ARE EASY TO ACCESS AND OPERATE AS

CALLED OUT ON THESE DRAWINGS.

· ALL FLOOR PENETRATIONS SHALL BE FILLED WITH CLEAN GRAVEL AND THE TOP 1" SHALL BE GROUTED FLUSH WITH THE CONCRETE FLOOR (EXCEPT FOR ONE SHALL NOT BE GROUTED

PER COR CHOICE FOR USE AS A DRAIN FOR THE DEHUMIDIFIER).

· HORIZONTAL BALL VALVES SHALL HAVE HANDLES ON THE TOP OF THE PIPE AND VERTICAL BALL VALVES SHALL HAVE THE HANDLES IN THE FRONT OF THE PIPE TOWARDS THE

DIRECTION OF OPERATION.

· ALL PIPING, FITTINGS, VALVES, TANKS, METERS, ETC. SHALL BE NSF 61 CERTIFIED AND BE CERTIFIED LEAD FREE NSF 372.

· ALL PIPING AND FITTINGS ARE 2" SCH 40 GALVANIZED IRON PIPE (GIP) UNLESS OTHERWISE NOTED.

· ALL PIPING FOR PRV IS 1 1/2" SCH 40 GALVANIZED IRON PIPE AND SHALL INCLUDE A SCREENED FIXTURE DAYLIGHT END.

· PIPING FROM 2" MANIFOLD TO THE PRESSURE TANKS SHALL BE 1-1/4" SCH 40 GIP.

· PIPING FOR THE PRESSURE SWITCH AND GAUGE SHALL BE 1/4" GIP WITH LEAD FREE BRASS 1/4" BALL VALVE.

· PIPING FOR THE SAMPLE TAPS SHALL BE 1/2" SCH 40 GIP WITH BALL VALVE AND LEAD FREE SMOOTH NOSED SAMPLE TAP.

· CHLORINE INJECTION PORT SHALL BE 1/2" SCH 40 GIP WITH 1/2" NIPPLE X 3" LONG WITH 1/2" THREADED BUSHING AND PLUG.

· ALL PRESSURE TANK DRAIN SPIGOTS SHALL BE LEAD FREE BRASS AND INCLUDE A SPIGOT VACUUM BREAKER AND BRASS SPIGOT CAP.

· WATER LINE ENTERING THE BUILDING SHALL BE 2" PE4710 HDPE SDR 11 FROM THE EXISTING WELL PITLESS ADAPTER AND TRANSITIONED FROM HDPE TO 2" GIP INSIDE THE WELL

HOUSE. THERE SHALL BE NO JOINTS IN THE HDPE FROM THE PITLESS ADAPTER TO THE 2" GIP TRANSITION FITTING.

· WATER LINE EXITING THE BUILDING SHALL BE 2" PE4710 HDPE SDR 11 TRANSITIONED WITH PROPER FITTING FROM THE 2" GIP IN THE BUILDING WITH THE TRANSITION FITTING ON THE

INSIDE OF THE BUILDING.

· 2" PE 4710 HDPE SDR 11 WATER LINE FROM THE WELL HOUSE TO THE EXISTING 1" HDPE HOST LINE AND TO THE 1-1/2 SCH 40 PVC CAMPGROUND LINES SHALL BE CONNECTED USING

PROPER TRANSITION FITTINGS.

· PIPE SUPPORTS SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ANY ADDITIONAL PIPE SUPPORTS WHERE IT IS

OBVIOUS THE PIPING REQUIRES ADDITIONAL SUPPORT.

· WELL HOUSE VENTS, OUTLETS, LIGHTS AND 200 AMP ELECTRICAL PANEL ARE PRE-INSTALLED BY BUILDING MFR. CONTRACTOR IS REQUIRED TO PROVIDE ALL WELL CONTROLS AND

CONNECT TO THE BUILDING PROVIDED 200 AMP PANEL AND SHALL USE PVC CONDUIT PER NEC SECURELY FASTENED TO CONCRETE WALLS.

· CONTRACTOR IS REQUIRED TO RUN ALL WELL CONTROL WIRING TO THE PRESSURE SWITCH IN LIQUID TIGHT CONNECTIONS.

· EACH PRESSURE TANK TO SIT ON 16 EACH 8X8X16 CEMENT BLOCKS.

· BUILDING GRAVEL PAD IS NOT SHOWN IN THESE VIEWS FOR CLARITY. BUILDING SHALL BE SET IN THE MIDDLE OF A 6AA GRAVEL PAD MEASURING 6" THICK X 15' WIDE X 16' LONG.

WATER METER

PS

WM

PRESSURE SWITCH

LEGEND

UNION

DRAIN W/ VB & SPIGOT CAP

PG

PRESSURE GAGE

CIP

CHLORINE INJECTION PORT

SMOOTH NOSED SAMPLE TAP

(MUST BE INSTALLED

MINIMUM 24" ABOVE FLOOR)

PPS

PROPER PIPE SUPPORT

PRESSURE RELIEF VALVE

BALL VALVE

PPS PPS

PPS

PPS

PPS

200 AMP

ELEC PANEL

ELEC METER BY

POWER

COMPANY

WALL VENT

WALL VENT

WELL

CONTROLS

1.5" WATER METER

T FOR WATER SAMPLE TAP

T FOR PRESSURE

SWITCH, 100 PSI GAGE &

1/4" BALL VALVE

ASSEMBLY

T FOR

WATER

SAMPLE

TAP

T FOR

CHLORINE

INJECTION

PORT

ASSEMBLY

12'

5'-6"

THREADED 2"

BUSHING WITH

THREAED PLUG

FOR PUMP TO

WASTE

CONNECTION

UNION, DRAIN &

BALL VALVE,

TYP EACH TANK

8"

8"

4'-8"

8"

1'-11

4" DIA KNOCK OUT FOR

1-1/2" GIP PRV OUTLET.

CENTER LOCATED 27"

ABOVE FINISHED FLOOR.

ANNUAL SPACE SHALL BE

FILLED USING LINK-SEAL

MODEL LS-315-4" LONG.

8" DIA FLOOR KNOCK

OUT FOR 2" HDPE

WATER LINE TO

CAMPGROUND.

PLACE 2" UNION ON

VERTICAL PIPING IN

THE WELLHOUSE

1'-9"

10"

2'

2'

1'

8" DIA FLOOR KNOCK

OUT FOR 2" HDPE

WATER LINE FROM

WELL. PLACE 2"

UNION ON VERTICAL

PIPING IN THE

WELLHOUSE

4'-6"

2" T WITH 2"

PLUG ON TOP

CXT TYPICAL WALL VENT THAT CAN BE CLOSED, 2

LOCATIONS PER TYPICAL CXT DETAIL. VENTS

SHOWN IN THIS VIEW ONLY FOR CLARITY

PURPOSES. TOP OF VENT IS APPROXIMATELY 2'

ABOVE FINISHED CONCRETE FLOOR.

AS REQ'D. (SHOWN AS 4')

THERE IS A 6" DIA FLOOR KNOCK OUT FOR THE

ELECTRIC SERVICE CENTERED 7" FROM

OUTSIDE EAVE WALL AND 2'+/- FROM OUTSIDE

GABLE WALL (NOT SHOWN FOR CLARITY BUT

CENTERED UNDER THE 200 AMP ELEC PANEL).

1 1/2" PRESSURE RELIEF

VALVE WITH 1 1/2" SCH 40

GIP THROUGH WALL.

ADJUST HEIGHT WITH

APPROPRIATE PIPE NIPPLE.

NOTE ELECTRICAL PANEL AND VENTS NOT SHOWN IN THIS VIEW FOR CLARITY.

SOME FITTINGS AND PIPING ARE NOT SHOWN THAT ARE BEHIND PIPING FOR CLARITY.

PRESSURE

TANK (119 GAL)

WX-350 PRO

(TWO TANKS)

WM

D

E P

T H

CONTRACTOR TO CONNECT

2" HDPE FROM WELL HEAD

NEW PITLESS ADAPTER TO

THE 2" GIP IN THE WELL

HOUSE USING PROPER

TRANSITION FITTING

LOCATED ON THE VERTICAL

PIPE INSIDE THE WELL

HOUSE.

CONTRACTOR TO CONNECT 2" GIP

FROM WELL HOUSE INTERIOR PIPING

TO 2" HDPE PIPING IN THE WELL

HOUSE USING PROPER TRANSITION

FITTING LOCATED ON THE VERTICAL

PIPE INSIDE THE WELL HOUSE.

D

E P

T H

SAMPLE

TAP-ORIENTATE

90° TO PIPE

SAMPLE

TAP-ORIENTATE

90° TO PIPE

CHORINE

PORT

PRV THROUGH

4" DIA HOLE IN

WALL

2" PLUG IN TEE

2" PLUG

IN TEE

PRESSURE GAGE &

SWITCH ASSEMBLY

NOT SHOWN FOR

CLARITY

16 EACH

8X8X16

CEMENT

BLOCKS

PER

TANK

T O

P

O

F

P

I P

E

T

Y P

I C

A L

W E

L L

C O

N T

R O

L S

2" SCH 40 PVC ELEC

CONDUIT OR AS

INSTALLED BY

ELECTRIC COMPANY

E L

E C

M E

T E

R

SOME FITTINGS AND PIPING

ARE NOT SHOWN THAT ARE

BEHIND PIPING FOR

CLARITY.

200 AMP

PRE-INSTALLED

PANEL BY

BLDG MFG

7"

SCH 40 PVC ELEC CONDUIT

TO BE INSTALLED BY

ELECTRICIAN TO MEET

CODE FOR WIRE SIZE USED.

MOUNT ALL ELECTRICAL

EQUIPMENT (EXCEPT CXT

PRE-INSTALLED 200 AMP

PANEL) ON 3/4" TREATED

PLYWOOD 4' X 4' AND

ATTACH PLYWOOD

SECURELY TO THE

CONCRETE WALL USING

PROPER HARDWARE.

PRESSURE

TANK (119 GAL)

WX-350 PRO

PRESSURE

TANK (119 GAL)

WX-350 PRO

WELL CONTROLS MOUNTED ON TREATED

X 4' X 4' PLYWOOD ATTACHED TO CONCRETE

WALL WITH APPROPRIATE ANCHORS

PG

PS

P

R

V

D

E P

T H

D

E P

T H

2" HDPE

TO WELL

2" HDPE TO CAMPGROUND

11"

6"

T O

P

O

F

P

I P

E

T

Y P

I C

A L

P

R

V

SCALE 3/4" = 1'

SAMPLE

TAP-ORIENTATE

90° TO PIPE

6" GRAVEL PAD NOT

SHOWN FOR CLARITY.

SEE NOTES.

6" GRAVEL PAD NOT

SHOWN FOR CLARITY.

SEE NOTES.

D

DEHUMIDIFIER

D

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

/21

/22

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EASTERN REGION

KNEFF LAKE

CAMPGROUND

WATER SYSTEM

RENOVATIONS

HURON MANISTEE

NATIONAL FORESTS

MIO RANGER DISTRICT

WELL HOUSE

INTERIOR PIPING

12/06/2022

R. SUTTON

R. SUTTON

X.XXX

C-02 003 007

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200 AMP ELEC PANEL

WALL VENT

WALL VENT

12'

5'-6"

8"

8"

4" DIA KNOCK OUT

THROUGH WALL.

CENTER LOCATED

27" ABOVE

FINISHED FLOOR.

8" DIA

FLOOR

KNOCK

OUT

2'

2'

1'

8" DIA

FLOOR

KNOCK

OUT

6" DIA FLOOR KNOCK

OUT CENTERED L TO R

UNDER THE ELEC

PANEL WITH CENTER

OF THE KNOCK OUT 3"

FROM INTERIOR WALL

FACE.

SCALE: 1" = 1'

THIS DRAWING SHOWS THE LAYOUT OF THE CXT SCHWEITZER 1 BUILDING AS IT SHALL BE ORDERED, DELIVERED AND SET FROM CXT (DIVISION OF LB FOSTER).

· THE BUILDING SHALL BE SET LEVEL AND CENTERED ON A 6" THICK 15' WIDE X16' LONG 6AA GRAVEL BASE.

· APPROXIMATE WEIGHT OF BUILDING = 36,000 POUNDS

· NO EXTERIOR LIGHTS.

· NO EXTERIOR OUTLETS.

· SPACE 3 GFCI 20 AMP DUPLEX ELECTRICAL OUTLETS (EO) AS SHOWN, WITH BOTTOM OF OUTLET BOX 42" ABOVE FINISHED FLOOR. ALL CONDUCTORS SHALL BE RUN IN EMT

AND SECURED TO WALL TO MEET CURRENT NEC CODE.

· PRE-WIRED 200 AMP ELECTRICAL PANEL SHALL BE INSTALLED WITH BOTTOM OF PANEL BOX AT 42" ABOVE FINISHED FLOOR. ALL CIRCUITS ARE TO BE PROPERLY LABELED.

· ONE INTERIOR 4' LED LIGHT FIXTURE WITH MOTION SENSOR ACTIVATION.

· DOOR SHALL BE 6068 DOUBLE DOOR.

· TWO STANDARD CLOSABLE WALL VENTS.

· NO LOUVERED EXHAUST FAN.

· DOOR HANDLE SHALL BE A NON-LOCKING ADA HANDLE.

· DEADBOLT SHALL BE SUPPLIED BY CXT BUT KEYED TO FOREST SERVICE KEY. FOREST SERVICE WILL PROVIDE TUMBLER FOR KEY.

· OUTSIDE TEXTURE SHALL BE BARNWOOD TEXTURED WALL WITH COLOR NUSS BROWN.

· ROOF SHALL BE CEDAR SHAKE TEXTURED ROOF WITH COLOR CHARCOAL GRAY.

· INTERIOR SHALL BE GRAY PAINTED FLOOR AND WHITE PAINTED WALLS AND CEILING.

EO

EO

EO

3'

4'

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

/21

/22

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-9

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2.D W

G;

R 9

EASTERN REGION

KNEFF LAKE

CAMPGROUND

WATER SYSTEM

RENOVATIONS

HURON MANISTEE

NATIONAL FORESTS

MIO RANGER DISTRICT

CXT WELL HOUSE

KNOCK OUT LOCATIONS

& EQUIPMENT LAYOUT

12/06/2022

R. SUTTON

R. SUTTON

X.XXX

C-03 004 007

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FINISHED GRADE

6" DIA SCH 40 STEEL WELL CASING TO

BE WELDED TO EXISTING WELL

CASING AFTER REMOVAL OF THE

WHITEWATER UG TANK (500-1000

GAL) WHICH IS NOT SHOWN FOR

CLARITY. ESTIMATED LENGTH IS 20'

OF NEW CASING WILL BE REQUIRED.

PROVIDE NEW PITLESS UNIT

PROVIDE STATE APPROVED

WATERTIGHT CAP WITH

SCREENED AIR VENT

ADJUSTING ROD

FOR PITLESS

PULL COUPLING

SCH 40 PVC CONDUIT THREADED INTO

WELL CAP AND PLUGGED WITH PROPER

CABLE SEALS OR PLUMBERS PUTTY

ENSURE CHECK VALVE IS

PLACED DIRECTLY ABOVE

THE PUMP

CONTRACTOR TO REMOVE

EXISTING DROP PIPE AND

PROVIDE AND INSTALL NEW 2"

DIA SCH 40 GIP DROP PIPE

FROM THE PUMP TO THE

PITLESS ADAPTER.

WELL & SUBMERSIBLE PUMP DETAIL

NTS

REMOVE AND REINSTALL

EXISITNG GOULDS 33GS20, 2 HP

PUMP, 220 V, SINGLE PHASE SET

AT APPROXIMATELY 80'.

M

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F

C A

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SCH 40 PVC CONDUIT

AND PUMP WIRE TO THE

WELLHOUSE. BURY

DEPTH OF 18" MINIMUM.

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2" PUMP CONNECTION

AT PITLESS ADAPTER, USE

PROPER FITTING TO

TRANSITION FROM GIP TO HDPE

PIPE. HDPE PIPE SHALL BE

INSTALLED FROM THE PITLESS

ADAPTER TO THE WELLHOUSE

INTERIOR PLUMBING IN ONE

PIECE WITH NO COUPLINGS.

EXISTING WELL SCREEN

TO REMAIN UNDAMAGED.

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

/21

/22

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EASTERN REGION

KNEFF LAKE

CAMPGROUND

WATER SYSTEM

RENOVATIONS

HURON MANISTEE

NATIONAL FORESTS

MIO RANGER DISTRICT

WELL DETAIL

12/06/2022

R. SUTTON

R. SUTTON

X.XXX

C-04 005 007

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ELECTRICAL TRENCH DETAIL

FINISHED GRADE

4" TOP SOIL

MARKER TAPE WITH WORDS

"CAUTION ELECTRIC LINE

BURIED BELOW

BACKFILL

ELECTRICAL CABLE

IN CONDUIT

6" MIN

PIPE

BEDDING

#12 TRACER WIRE TAPED 3'

INTERVALS ON TOP OF PIPE

BACKFILL

MARKER TAPE WITH

WORDS "CAUTION WATER LINE

BURIED BELOW"

FINISHED GRADE

4" TOP SOIL

1'-6"

M

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TYPICAL TRENCH -

WATER LINE

CHLORINATION PORT

1/2" THREADED BUSHING & PLUG

1/2" BRASS BALL VALVE

3" LONG 1/2" SCH 40 GIP,

ABOVE & BELOW BALL VALVE

2X2X1/2 T

SYSTEM PIPING 2"

SCH 40 GIP

SMOOTH NOSED

SAMPLE TAP

2X2X1/2 T

SYSTEM PIPING 2"

SCH 40 GIP

1/2" LEAD FREE

BRASS TAP

POSITIONED

PERPENDICULAR

TO SYSTEM

PIPING.

THREADED 90° ELBOW

1/2" SCH 40 GIP ABOVE

& BELOW BALL VALVE

1/2" BRASS BALL VALVE

PG

PS

PRESSURE GAGE &

PRESSURE SWITCH

2X2X1/2 W/ 1/4" BUSHING

SYSTEM PIPING 2"

SCH 40 GIP

1/4" SCH 40 GALVANIZED

IRON PIPE & FITTINGS

TYPICAL 3" NIPPLES OR

AS NEEDED TO PROVIDE

ADEQUATE CLEARANCES.

1/4" LEAD FREE

BRASS BALL VALVE

4" X 4" UC4A TREATED

WOOD MARKER POST -

ANGLED TOP TO FACE

TOWARDS OBJECT

MARKING

MARKER POST

REUSE TOPSOIL

SANDY OR LOAM SOIL,

REUSE FROM EXCAVATION

6" PVC THREADED PLUG

IN 6" PVC SCH 40 PIPE

VALVE BOX

M

I N

I M

U M

WATER LINE AND CURB STOP

VALVE CENTERED IN VERTICAL

PIPE. SEAL VOIDS AROUND

PIPE PENETRATIONS.

OPEN BOTTOM OF VERTICAL

PIPE SHALL EXTEND 6" BELOW

BOTTOM OF WATER LINE

6" PVC FLANGE GLUED

TO BOTTOM OF PVC TO

PREVENT UPLIFT

HORIZONTAL/VERTICAL

PIPE BEND 22.5° - 90°

THRUST BLOCK = 1/2 BAG

MIXED QUICKCRETE

WRAP PIPE WITH 2 LAYERS

6 MIL MIN PLASTIC PRIOR

TO CONCRETE THRUST

BLOCK PLACEMENT.

PRESSURE PIPE

SCREENED END FOR DRAIN LINE

1" HDPE DRAIN PIPE

SLOPE 2% MIN TO DAYLIGHT

END OF PIPE SHALL UTILIZE

A SCREENED OUTLET. SEE

SPECIFICATIONS FOR FOOT

VALVE SCREEN SPECIFICS.

EXTEND PIPE END 3"-4" OUT

FROM GROUND SURFACE.

EXISTING GROUND

ADD 2' X 2' X 1' THICK ROCK

PILE SPLASH BLOCK

AROUND PIPE OUTLET, 3"-6"

COBBLE SIZE

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

/21

/22

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EASTERN REGION

KNEFF LAKE

CAMPGROUND

WATER SYSTEM

RENOVATIONS

HURON MANISTEE

NATIONAL FORESTS

MIO RANGER DISTRICT

MISCELLANEOUS

DETAILS

12/06/2022

R. SUTTON

R. SUTTON

X.XXX

C-05 006 007

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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

/21

/22

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2.D W

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EASTERN REGION

KNEFF LAKE

CAMPGROUND

WATER SYSTEM

RENOVATIONS

HURON MANISTEE

NATIONAL FORESTS

MIO RANGER DISTRICT

EXISTING CONDITIONS SITE

LAYOUT SCAN FOR

REFERENCE ONLY.

12/06/2022

R. SUTTON

R. SUTTON

X.XXX

C-06 007 007

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