751_19152.JBB_PlansPart-3.pdf

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

Know what's below.

before you dig.Call

R

PARK HEADQUARTERS PLAN1

PARK HEADQUARTERS PROFILE2

CONNECT TO EXISTING WATERMAIN

TIE INTO EXISTING BUILDING

SEE DETAIL 7, 8, AND 9 ON SHEET C-143

TIE INTO EXISTING BUILDING,

INSTALL NEW LINE UNDER

GROUND UP THROUGH FLOOR SLAB

SEE DETAIL 1, 2, AND 3 ON SHEET C-143

CLEARING LIMITS, TYP

2" HDPE IN SERVICE

YEAR ROUND (245 LF)

NOTES:

1. ABANDON EX WATER LINES IN PLACE UNLESS ENCOUNTERED WHILE

TRENCHING, IN WHICH CASE THEY SHALL BE REMOVED WITHIN THE

TRENCH AND CAPPED ON EACH END OF THE TRENCH.

2. EXISTING WATER LINE DEPTH UNKNOWN.

3. CAUTION: ARCHAEOLOGICAL MONITORING OF EXCAVATION REQUIRED

BETWEEN APPROXIMATELY STATIONS 32+30 TO 34+10. OWNER TO

PROVIDE ARCHAEOLOGICAL PROFESSIONAL, CONTRACTOR SHALL

COMPLY AND COORDINATE WORK WITH THE PROFESSIONAL.

4. PROTECT EXISTING TREES OUTSIDE OF THE TRENCH WIDTH.

REMOVE GRAVEL DRIVE, REPLACE WITH

AGGREGATE SURFACE COURSE, 6 INCH

CUT AND CAP EX WM

REMOVE AND REPLACE

CONC WALK

REMOVE EX VAULT AND CAP LINES

1" HDPE IN SERVICE YEAR ROUND (245 LF)

FROM WELLS 1 AND 2

WATER MAIN FROM

MANAGERS RESIDENCE

2" HDPE IN SERVICE YEAR

ROUND (178 LF)

SANITARY DEPTH UNKNOWN

UNDERGROUND ELECTRICAL

APPROXIMATE EXISTING WATERMAIN

APPROXIMATE BEDROCK ELEVATION

MANAGERS RESIDENCE

SEE DETAIL 4 ON SHEET C-142

HEADQUARTERS AND SHOP CONNECTION VAULT #163

MANAGERS RESIDENCE CONNECTION VAULT #154EMPLOYEE QUARTERS CONNECTION VAULT #145

HEADQUARTERS CONNECTION,

SEE VAULT #16 DETAIL 3 ON

THIS SHEET

EMPLOYEE QUARTERS CONNECTION,

SEE VAULT #14 DETAIL 5 ON THIS SHEET

INSTALL WATERLINE DOWN TO BEDROCK

ELEVATION OR 6', WHICHEVER IS SHALLOWER.

SEE SHEET C-501 FOR INSULATION REQUIREMENTS

OF LINES SHALLOWER THAN 6'. IF BEDROCK COMES

SHALLOWER THAN 4', EXCAVATE BEDROCK AS

NECESSARY TO INSTALL THE WATERMAIN A MINIMUM

OF 3.5' DEEP WITH PROPER BEDDING BELOW IT AND

INSULATION ABOVE IT.

HEADQUARTERS CONNECTION

MANAGERS RESIDENCE CONNECTION, SEE VAULT #15 DETAIL 4 ON THIS SHEET

EMPLOYEE QUARTERS CONNECTION,

SEE VAULT #14 DETAIL 5 ON THIS SHEET

WATER & SEWER UTILITY SYMBOLS

SLOPE RESTORATION, TYP

ROCK EXCAVATION

ANTICIPATED IN THIS AREA

MANAGERS RESIDENCE CONNECTION,

SEE VAULT #15 DETAIL 4 ON THIS SHEET

MAINTAIN A MINIMUM 18"

VERTICAL SEPERATION,

M

I N

MAINTAIN MINIMUM 18"

VERTICAL SEPARATION

LIGHT KEEPER'S RESIDENCE CONNECTION, SEE VAULT #13 DETAIL 2 ON SHEET C-142

REMOVE AND

SALVAGE/MAINTAIN/PRESERVE

THE EXISTING HISTORICAL CONCRETE

TIE INTO EXISTING BUILDING

SEE DETAILS 4, 5, AND 6 ON

SHEET C-143

ABANDON EXISTING WATERMAIN

CUT, CAP, AND ABANDON

EXISTING WATERMAIN UNDER US-41

APPROXIMATE SANITARY DEPTH,

MAINTAIN MINIMUM 18" VERTICAL

SEPARATION

PROTECT EXISTING VAULT,

SEE VAULT #12

DETAIL 1 ON SHEET C-142

LIGHT KEEPER'S RESIDENCE

CONNECTION, SEE VAULT #13

DETAIL 2 ON SHEET C-142

SEE DETAIL 10 ON C-502

FOR TYPICAL VAULT DETAILS

SEE DETAIL 10 ON C-502

FOR TYPICAL VAULT DETAILS

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REMOVE ASPHALT,

REPLACE WITH

HMA, 5EL

FIRE HYDRANT

CLEAN OUT

CURB STOP

VAULT

DRINKING FOUNTAIN

SANITARY MANHOLE

GRINDER PUMP

ROUND CATCH BASIN

SQUARE CATCH BASIN

VAULT

BUILDING CONNECTION

CURB STOP

GRAVEL

CONCRETE

HMA

SLOPE RESTORATION

1" BALL VALVE

2" BALL VALVE

3" GATE VALVE

AIR INJECTION PORT

CHLORINATION STANDPIPE

DRAIN VALVE AND VACUUM BREAKER

P

SAMPLING PORT

feetGRAPHIC SCALE: FULL feetHALF

120804020

WELL #1 LOCATION

WELL #2 LOCATION

REMOVE ASPHALT,

REPLACE WITH

HMA, 5EL

PROPOSED 1.25"

SDR 7.3 HDPE

PROPOSED 1.25"

SDR 7.3 HDPE

PROPOSED 2" HDPE

CUT, CAP, AND ABANDON

EXISTING WATER CROSSING LINE.

SEE DETAIL 10 ON C-502

FOR TYPICAL VAULT DETAILS

P

P

CV

CHECK VALVE

C

V

C

V

TRASH COMPACTOR

PROPOSED REROUTED

SANITARY SEWER

CAUTION: ARCHAEOLOGICAL

MONITORING REQUIRED

24+00

25+00

25+78

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

Know what's below.

before you dig.Call

R

LIGHT KEEPER'S RESIDENCE CONNECTION VAULT #132

APPROX EXISTING GROUND AT CENTERLINE

OF PROPOSED WATERMAIN

TIE INTO EXISTING BUILDING

SEE DETAIL 10, 11, 12, AND 13 ON SHEET C-143

CLEARING LIMITS, TYP

2" HDPE IN SERVICE

YEAR ROUND (154 LF)

PARK HEADQUARTERS TO MANAGERS RESIDENCE PROFILE3

APPROXIMATE EXISTING WATERMAIN

2" HDPE IN SERVICE

YEAR ROUND (154 LF)

PARK HEADQUARTERS TO MANAGERS RESIDENCE PLAN4

SLOPE RESTORATION, TYP

MANAGER'S RESIDENCE

CONNECTION, SEE VAULT

#15 DETAIL 4 ON SHEET C-141

INSTALL WATERLINE DOWN TO BEDROCK

ELEVATION OR 6', WHICHEVER IS SHALLOWER.

SEE SHEET C-501 FOR INSULATION REQUIREMENTS

OF LINES SHALLOWER THAN 6'.

MANAGERS RESIDENCE CONNECTION, SEE VAULT #15 DETAIL 4 ON SHEET C-141

EXISTING GUARD HOUSE CONNECTION VAULT #121

SEE DETAIL 10 ON C-502

FOR TYPICAL VAULT DETAILS

WATER & SEWER UTILITY SYMBOLS

FIRE HYDRANT

CLEAN OUT

CURB STOP

VAULT

DRINKING FOUNTAIN

SANITARY MANHOLE

GRINDER PUMP

ROUND CATCH BASIN

SQUARE CATCH BASIN

VAULT

BUILDING CONNECTION

CURB STOP

GRAVEL

CONCRETE

HMA

SLOPE RESTORATION

1" BALL VALVE

2" BALL VALVE

3" GATE VALVE

AIR INJECTION PORT

CHLORINATION STANDPIPE

DRAIN VALVE AND VACUUM BREAKER

P

SAMPLING PORT

WINDOW

PROPOSED PRESSURE TANK PLUMBING PLAN5

WESSELS MODEL FXA-800L-WG,

211 GALLON PRESSURE TANK, OR EQUAL

PROTECT EXISTING VAULT

PROPOSED PRESSURE TANK PIPING ISO6

INTERIOR BEAM

SEE DETAIL 6 FOR PIPING

CONNECT TO EXISTING

SAN SEWER OUTSIDE OF

BUILDING

3" FLOOR DRAIN SLOPE

NEW CONCRETE SLAB

TO THE DRAIN

DOOR TO EXTERIOR

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

Know what's below.

before you dig.Call

R

SHOP BUILDING 1

PICTURE OF MANAGERS RESIDENCE CONNECTION12

SERVICE CONNECTION TO NEW WATER MAIN AT THE SHOP BUILDING2

MANAGERS RESIDENCE BUILDING 10

LIGHT KEEPER'S RESIDENCE4

EMPLOYEE QUARTERS BUILDING7

SERVICE CONNECTION TO NEW WATER MAIN AT LIGHT KEEPER'S RESIDENCE5

SERVICE CONNECTION TO NEW WATER MAIN AT MANAGERS RESIDENCE11

SERVICE CONNECTION TO NEW WATER MAIN AT EMPLOYEE QUARTERS8

PICTURE OF EMPLOYEE QUARTERS CONNECTION9

PICTURE OF LIGHT KEEPER'S RESIDENCE CONNECTION6

PHOTO IN DETAIL 12 LOOKING IN THIS DIRECTION

EXISTING LINE UNDER THE VAPOR BARRIER

CRAWL SPACE

FULL BASEMENT

WEST WALL

INTERIOR WALL BETWEEN THE CRAWL

SPACE AND BASEMENT

WATERLINE ENTERS THE BUILDING

FROM THE WEST WALL AND TRAVELS

UNDER THE VAPOR BARRIER, IN THE

SAND, TO THIS POINT

LOOKING SOUTH INTO CRAWL SPACE

(OPPOSITE DIRECTION OF DETAIL 11)

PICTURE OF EXTERIOR MANAGERS RESIDENCE CONNECTION13

EXISTING LINE TO BE CUT AND CAPPED.

REMOVE PORTION WITHIN THE BUILDING CRAWLSPACE..

PROPOSED WATERMAIN

CUT AND CAP EXISTING

LINES AT GRADE.

TOILET

BATHROOM

REMOVE AND

REPLACE SLAB AS

NECESSARY TO

INSTALL NEW LINES

CONNECT TO REFEED THE

EXISTING LINE TO

PARK HEADQUARTERS

NEW PRESSURE TANK AREA 6' X 10'.

SEE PHOTO IN DETAIL 3.

FROM WELL #2

TO WELL #1

OWNER TO RELOCATE DRAWING

TABLE AND LOCKERS,

INSTALL PRESSURE TANK HERE

EXISTING VAULT TO BE REMOVED.

VAULT #16

PICTURE OF SHOP BUILDING CONNECTION3

NEW 3" FLOOR DRAIN, 8" DRAIN GRATE

REMOVE EXISTING FLOOR TILE IN 6'x10'

AREA, COMPLETE. DO NOT REPLACE.

NEW 3" FLOOR DRAIN, CONNECT

WITH WYE TO PROPOSED SANITARY

SEWER LINE UNDERGROUND

NEW PROPOSED SANITARY REROUTE.

10' FROM WATER MAIN WITH

PERPENDICULAR CROSSINGS

REMOVE EXISTING

SANITARY LINE

WESSELS MODEL

FXA-800L-WG, OR

EQUAL

UNEXCAVATED

632.71

632.71

632.68

MATCH EX

632.49

MATCH EX

632.71

632.71

632.44

MATCH EX

632.71

MATCH EX

40+00

41+00

42+00

42+42

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

Know what's below.

before you dig.Call

R

WEST CAMPGROUND WATERMAIN PROFILE1

WEST CAMPGROUND WATER MAIN PLAN2

CONNECT TO EX WM AT TEE

2" HDPE WM (225 LF)

APPROX EX GROUND AT CENTERLINE

OF PROPOSED WM

1" HDPE (281FT)

WEST CAMPGROUND VAULT #17,

SEE DETAIL 4 ON THIS SHEET

REMOVE AND REPLACE CONCRETE

TO MATCH EXISTING

TIE INTO EXISTING BUILDING

INSTALL NEW 2" HDPE SERVICE LINE

FROM TEE INTO BUILDING UG

REMOVE (3) EXISTING WATER TOWERS

AND REPLACE UNIT CALLED OUT IN SPECIFICATIONS.

NOTES:

1. ABANDON EX WATER LINES IN PLACE UNLESS ENCOUNTERED WHILE

TRENCHING, IN WHICH CASE THEY SHALL BE REMOVED WITHIN THE

TRENCH AND CAPPED ON EACH END OF THE TRENCH.

2. EXISTING WATER LINE DEPTH DEPTHS SHOWN ARE APPROXIMATE

AND MAY VARY FROM WHAT IS SHOWN.

3. ALL NEW/REINSTALLED FIXTURES SHALL BE PLACED ON A 4'x4'

CONCRETE SLAB PER DETAIL 10 ON C-501.

4. INCLUDE SLOPE RESTORATION AROUND ALL FIXTURE INSTALLATIONS,

CONCRETE PADS, VAULTS AND BORE PITS.

5. POTABLE WATER MAINS SHALL BE LAID AT LEAST 10 FEET

HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY

SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT

SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE.

6. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A

MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE

OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER.

7. PROTECT EXISTING TREES OUTSIDE OF THE TRENCH WIDTH.

CONNECT TO EXISTING

CAUTION: APPROXIMATE UNDERGROUND ELECTRICAL

DEPTH UNKNOWN

2" HDPE WM TRENCHED (40 LF)

WITH 1" LINES TO EACH FIXTURE

WITH CURB STOP.

SAWCUT HMA

SEE SANITATION STATION

DETAIL SHEET C-503 FOR

LAYOUT DETAILS

MISCELLANEOUS SYMBOLS

WATER & SEWER UTILITY SYMBOLS

ROCK

TRASH CAN

PROPANE GAS LINE DEPTH UNKNOWN

UNDERGROUND ELECTICAL

DEPTH UNKNOWN

APPROXIMATE BEDROCK ELEVATION

APPROXIMATE EXISTING WATERMAIN

SEE DETAIL 2 ON SHEET C - 153

FOR BUILDING ENTRANCE

CROSS SECTION CONDITION

REMOVE ASHPALT, REPLACE

WITH HMA, 5EL, TYP

WEST CAMPGROUND VAULT #174

SEE WEST CAMPGROUND VAULT #17

DETAIL 3 ON THIS SHEET

SEE SANITATION STATION CONNECTION DETAIL 14 ON SHEET C-503 AND

DETAIL 1 ON C-152 FOR SANITATION STATION

CLEARING LIMITS, TYP

SLOPE RESTORATION, TYP

UNDERGROUND UTILITY

CAUTION - CRITICAL

SEE DETAIL 19 ON

SHEET C-503 FOR

CURB STOPS AND

AIR INJECTION PORTS

IN BOXES

PROPOSED LOW PRESSURE SEWER,

MAINTAIN MINIMUM 18" VERTICAL SEPARATION

INSTALL WATERLINE DOWN TO 2' BELOW SURFACE.

EXCAVATE BEDROCK IF REQUIRED TO ACHIEVE PROPER DEPTH.

CONCRETE AND HMA PLACED AT

SANITATION STATION TO HAVE A MAX

SLOPE OF 2.0% IN ALL DIRECTIONS TO

MEET ADA REQUIREMENTS

SEE DETAIL 12 ON C-502

FOR TYPICAL VAULT DETAILS

EXISTING WEST CAMPGROUND SANITATION STATION3

REMOVE EXISTING

HMA AROUND

SANITATION STATION

REMOVE EXISTING

CONCRETE SANITATION

STATION

VAULT

BUILDING CONNECTION

CURB STOP

GRAVEL

CONCRETE

HMA

SLOPE RESTORATION

1" BALL VALVE

2" BALL VALVE

3" GATE VALVE

AIR INJECTION PORT

CHLORINATION STANDPIPE

DRAIN VALVE AND VACUUM BREAKER

P

SAMPLING PORT

FIRE HYDRANT

CLEAN OUT

CURB STOP

VAULT

DRINKING FOUNTAIN

SANITARY MANHOLE

GRINDER PUMP

ROUND CATCH BASIN

SQUARE CATCH BASIN

FLAMMABLE MATERIAL

HAZARDOUS OR

REFERENCE C-152

90+00

91+00

92+00

92+16

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

Know what's below.

before you dig.Call

R

WEST CAMPGROUND SANITARY PLAN1

WEST CAMPGROUND SANITARY PROFILE2

1-1/4" PVC, SCH 40

INSTALL VALVE CHAMBER,

TAP INTO EXISTING FORCE MAIN,

SEE DETAILS 3 AND 4 ON THIS SHEET

CAP SANITARY IN PLACE,

DO NOT ABANDON

INSTALL 400-GALLON DUPLEX GRINDER PUMP STATION

CLEARING LIMITS

REMOVE ASPHALT, REPLACE

WITH HMA, 5EL, TYP

NOTES:

1. ALL SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND GENERAL SPECIFICATIONS OF THE TEN STATE

STANDARDS.

2. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN, MEASURED EDGE TO

EDGE.

3. WHERE SEWERS CROSS WATER MAINS, SEWERS SHALL CONFORM TO THE FOLLOWING:

3.1. SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER

MAIN AND THE OUTSIDE OF THE SEWER.

3.2. SEWERS SHALL BE LAID BELOW THE WATER MAIN.

3.3. SEWERS SHALL BE LAID SUCH THAT THE SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER

MAIN JOINTS.

3.4. WHERE ADEQUATE SPACING CANNOT BE OBTAINED AS SPECIFIED ABOVE, EITHER THE WATER MAIN OR THE SEWER LINE MAY

BE INCASED IN A WATER TIGHT CARRIER PIPE THAT EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED

PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE MADE OF MATERIALS APPROVED BY THE REGULATORY

AGENCY FOR USE IN WATER MAIN CONSTRUCTION.

4. WHERE PIPES ENTER MANHOLE, PIPE SHALL BE FLUSH WITH THE INSIDE WALL OF THE STRUCTURE AND NOT EXCEED 1" INSIDE THE

STRUCTURE. PIPE SHALL HAVE SMOOTH FINISH.

5. FRAMES SHALL BE SET IN FULL BED OR MORTAR AND THE SIDE SHALL BE OVERLAPPED TO PREVENT LEAKAGE.

6. SEWER PIPE SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE NOTED ON THE PLANS.

7. BEDDING UNDER THE UTILITY SHALL BE AS SPECIFIED AND THE UNDERCUT MATERIAL REPLACED WITH GRANULAR MATERIAL CLASS II.

BACKFILLING SHALL BE IN ACCORDANCE TO THE CURRENT STANDARD SPECIFICATION.

8. BACKFILL FOR UTILITY TRENCHES ABOVE GRANULAR MATERIAL CLASS II SHALL BE PLACED AS FOLLOWS:

8.1. GRANULAR MATERIAL MDOT CLASS II SHALL BE USED TO BACKFILL TRENCHES UNDER PAVEMENT AND SHALL BE COMPACTED

TO NOT LESS THAN 95% OF ITS MAXIMUM UNIT WEIGHT.

8.2. GRANULAR MATERIAL MDOT CLASS II SHALL BE USED TO BACKFILL UTILITY TRENCHES OUTSIDE THE PAVEMENT BUT WITHIN THE

1:1 ZONE OF INFLUENCE AND SHALL BE COMPACTED TO NOT LESS THAN 95% OF ITS MAXIMUM UNIT WEIGHT.

8.3. ACCEPTABLE MATERIAL EXCAVATED FROM THE UTILITY TRENCHES SHALL BE USED TO BACKFILL UTILITY TRENCHES OUTSIDE

THE LIMITS OF THE 1:1 ZONE OF INFLUENCE AND COMPACTED TO NOT LESS THATN 85% OF ITS MAXIMUM UNIT WEIGHT.

9. GRANULAR MATERIAL CLASS I, II, IIA, OR IIIA MAY BE USED WHERE GRANULAR MATERIAL CLASS II IS SPECIFIED ON THE PLANS.

10. DUPLEX GRINDER PUMP STATION MUST PROVIDE MINIMUM 400-GALLON WET WELL STORAGE BELOW STATION INLET. GRAVITY SEWER

FROM SANITATION STATION MUST BE LAID AT MINIMUM SLOPE OF 1.2% WITH INVERT ELEVATION AT 629-FT, STATION TANK

DIMENSIONS MUST BE MINIMUM 60-INCH DIAMETER BY 84-INCH HEIGHT. IF INLET IS SET LOWER THAN DRAWN, TANK DIMENSIONS MAY

NEED TO BE ADJUSTED TO PROVIDE REQUIRED STORAGE.

EJIW 2070 PT WITH

WATERTIGHT COVER

PROPOSED VALVE CHAMBER PLAN DETAIL3

PROPOSED VALVE CHAMBER PROFILE DETAIL4

FORCE MAIN FLUSHING/CLEANOUT DETAIL5

PROPOSED CLEANOUT

SLOPE RESTORATION, TYP

PROPOSED VALVE CHAMBER, SEE DETAIL 3

CONNECT TO EXIST

LOW PRESSURE SEWER

1-1/14 INCH PVC SCH 40,

LOW PRESSURE SEWER,

APPROX. 140', SLOPE VARIES

CENTER FULL LENGTH PIPE

ON WATER MAIN CROSSING

22.5 DEGREE ELBOWS

APPROX CLEANOUT LOCATION,

SEE DETAIL

PACKAGED DUPLEX GRINDER PUMP STATION,

REDMOND ENVIRONMENTAL, AMGP PUMP

PUMP STATION INLET AT

629' OR LOWER, SEE NOTE 10

MANHOLE, WYE CONFIGURATION,

CENTER INVERT AT 629.81'

TWO 4-INCH DRAIN PIPES, CI SOIL

PIPE TO PVC SCH 40 PER SANITATION

STATION DETAILS SLOPE MIN. 1.2%

4-INCH, PVC SCH 40, GRAVITY SEWER,

79.4 FEET AT 1.2%

PROPOSED GRAVITY MAIN

20'

79.4'

CLEARING

TEE TO CAMPGROUND HOST

APPROX. WATER MAIN LOCATION,

18 INCH MIN. VERTICAL SPACING

TRACE WIRE TERMINATION

PROPOSED SANITATION STATION

MISCELLANEOUS SYMBOLS

WATER & SEWER UTILITY SYMBOLS

ROCK

TRASH CAN

FIRE HYDRANT

CLEAN OUT

CURB STOP

VAULT

DRINKING FOUNTAIN

SANITARY MANHOLE

GRINDER PUMP

ROUND CATCH BASIN

SQUARE CATCH BASIN

VAULT

BUILDING CONNECTION

CURB STOP

GRAVEL

CONCRETE

HMA

SLOPE RESTORATION

1" BALL VALVE

2" BALL VALVE

3" GATE VALVE

AIR INJECTION PORT

CHLORINATION STANDPIPE

DRAIN VALVE AND VACUUM BREAKER

P

SAMPLING PORT

A

D D

E N

D U

M

REFERENCE SHEET C-151

O M

E N

S

M E

N S

INLINE CONNECTION TO EXISTING WATER MAIN AT TOILET/SHOWER BUILDING

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ARCHITECTS. ENGINEERS. PLANNERS

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

Know what's below.

before you dig.Call

R

WEST CAMPGROUND TOILET/SHOWER BUILDING1

PICTURE OF WEST CAMPGROUND TOILET/SHOWER BUILDING CONNECTION3

SERVICE CONNECTION TO EXISTING WATER MAIN AT WEST CAMPGROUND TOILET/SHOWER2

EXISTING VAULT FOR DRAINING

WATERLINES TO BE ABANDONED.

CUT AND CAP PIPES INSIDE.

WEST CAMPGROUND VAULT #17, SEE DETAIL 3 ON C-151

MECHANICAL ROOM/PIPE ALLEY

REMOVE SLAB AND DIG TRENCH

TO BORE NEW LINE TO. THEN

BACKFILL AND REPLACE SLAB

REMOVE SLAB AND DIG

TRENCH TO BORE NEW

LINE TO. THEN BACKFILL

AND REPLACE SLAB.

WATER HEATER MAY NEED TO BE

REMOVED AND REINSTALLED