751_19152.JBB_PlansPart-1.pdf

CHICAGO

MILWAUKEE

LAKE

MICHIGAN

DETROIT

LAKE

HURON

SAULT

STE

MARIE

MARQUETTE

HOUGHTON

LAKE

SUPERIOR

DULUTH

MINNEAPOLIS

GREEN BAY

ESCANABA

TRAVERSE

CITY

GRAND RAPIDS

LANSING

PROJECT

LOCATION

FORT WILKINS HISTORIC STATE PARK WATER SYSTEM UPGRADES

AREA LOCATION MAP

GENERAL NOTES:

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE CONTRACT

DOCUMENTS AND SPECIFICATIONS CONTAINED HEREIN. ALL MATERIALS AND

WORKMANSHIP SHALL BE ACCORDING TO THE MICHIGAN DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2020 EDITION.

3. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL INFORMATION REQUIRED WHICH IS

NOT INDICATED ON DRAWING DIMENSION STRINGS SHALL BE OBTAINED FROM THE

ENGINEER.

4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. IF

DISCREPANCIES ARE FOUND, NOTIFY ENGINEER BEFORE PROCEEDING WITH WORK.

5. CONTRACTOR SHALL PAY ALL PERMIT FEES AND FEE REQUIRED FOR ANY PERMIT

EXTENSIONS EXCEPT FOR PERMITS OBTAINED BY THE ENGINEER.

6. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE,

CLEAN AND SAFE MANNER.

7. PROTECTION: CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL

STEPS NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY

DAMAGES DURING CONSTRUCTION AS REQUIRED BY LOCAL CODES.

8. REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY NEW WORK TO ITS ORIGINAL

CONDITION.

9. THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM

THE BEST AVAILABLE DATA. PURSUANT TO ACT 174 OF THE P.A. OF 2013, AS A

CONDITION OF THIS CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO

UNDERGROUND WORK TO BE PERFORMED. PHONE (800) 482-7171.

10. IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION ALL WORK IS TO

STOP AND JARED HYRKAS AND BOB WILD SHALL BE NOTIFIED. ARTIFACTS OR

ARCHAEOLOGICAL MATERIALS ARE DEFINED AS ABORIGINAL ANTIQUITIES AND OTHER

RECORDS ON ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES,

CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE

OR COPPER IMPLEMENTS, POTTERY OR SHARD OF POTTERY OR OTHER OBJECTS

RELATING TO NATIVE AMERICAN OCCUPATION; AND MORE MODERN ARTIFACTS, SUCH

AS FORTS, RELICS, AND OTHER ARTIFACTS RELATING TO THE HISTORIC, COLONIAL,

TERRITORIAL, AND EARLY STATEHOOD PERIODS.

CIVIL

DRAWING INDEX:

C-001 - NOTES

C-002 - OVERALL SITE PLAN

C-003 - OVERALL SITE PHASES

C-121 - EAST CAMPGROUND

C-122 - EAST CAMPGROUND PROFILES

C-123 - EAST CAMPGROUND PROFILES

C-124 - EAST CAMPGROUND PROFILES

C-125 - EAST CAMPGROUND BUILDING CONNECTION

C-131 - DAY USE AREA

C-132 - DAY USE AREA WINTERIZATION

C-133 - DAY USE AREA BUILDING CONNECTIONS

C-134 - DAY USE TO CHECK-IN STATION

C-135 - DAY USE TO CHECK IN STATION BUILDING CONNECTIONS

C-141 - PARK HEADQUARTERS

C-142 - PARK HEADQUARTERS WINTERIZATION

C-143 - PARK HEADQUARTERS BUILDING CONNECTIONS

C-151 - WEST CAMPGROUND - ALT 1

C-152 - WEST CAMPGROUND SANITARY - ALT 1

C-153 - WEST CAMPGROUND BUILDING CONNECTION - ALT 1

C-501 - DETAILS

C-502 - DETAILS

C-503 - DETAILS - ALT 1

C-504 - DTMB SESC DETAILS

E-001 - GENERAL ELECTRICAL INFORMATION

E-101 - WEST CAMPGROUND ELECTRICAL PLAN - ALT 1

E-102 - PARK HEADQUARTER'S ELECTRICAL PLAN

E-301 - ELECTRICAL DETAILS AND SCHEDULES

DT TITLE SHEET

DEPARTMENT OF NATURAL RESOURCES

I Certify That The Civil and Plumbing Plans Were Prepared Under My Direct Supervision

PROJECT LOCATION MAP

OHM PROJECT No.

DATE:

DTMB File No.

7136-19-0090 03/18/2022

FOR BIDDING

751/19152.JBB

OWNER:

DEPARTMENT OF NATURAL RESOURCES

FORT WILKINS HISTORIC STATE PARK

15223 US-41 E

P.O. BOX 71

COPPER HARBOR, MI 49918

PROJECT CONTACTS:

906.289.4215 BOB WILD, PARK MANAGER

906.250.3993 DAN DOWDY, WESTERN UP FIELD PLANNER

906.251.0727 JEFF BARSCH, PROJECT DIRECTOR

517.331.5369 DANIELLE FOERTSCH, FIELD REPRESENTATIVE

906.475.7857 BARRY JAMES, ARCHAEOLOGY

517.335.2591 STACY TCHORZYNSKI, ARCHAEOLOGY

ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT - JARED HYRKAS, PE

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

COPPER HARBOR

PROJECT LOCATION

47°28'0.88"N

87°51'41.86"W

REGION LOCATION MAP

PROJECT LOCATION

I Certify That The Electrical Plans Were Prepared Under My Direct Supervision

ELECTRICAL

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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 feetGRAPHIC SCALE: FULL feetHALF

45030015075

PARK HEADQUARTERS SHEETS C-140 SERIES

DAY USE AREA

SHEETS C-130 SERIES

EAST

CAMPGROUND

SHEETS C-120

SERIES

NOTES

1. WATER MAIN SHALL BE INSTALLED IN THE SAME TRENCH AS THE EXISTING LINES, TO DEPTHS INDICATED ON

THE PLANS, UNO.

2. INSTALL SEASONALLY IN-SERVICE WATER MAIN AT 2 FT (MIN) TOP OF PIPE BURY DEPTH.

3. WATER MAINS THAT REMAIN IN SERVICE ALL YEAR SHALL BE 6 FT (MIN) WITH INSULATION UNLESS BEDROCK

IS ENCOUNTERED IN WHICH CASE BEDROCK SHALL BE EXCAVATED TO A MINIMUM OF 3.5 FT DEEP AND

INSTALLED AND INSULATED PER DETAILS 1 AND 2 ON SHEET C-501.

4. EXISTING WATER MAIN LOCATIONS ARE BASED ON EXISTING FACILITY MAPS AND MAY VARY.

5. CONTRACTOR SHALL INCLUDE ALL REMOVALS AND REPLACEMENTS OF WALKWAYS, PATHS, ASPHALT, CONCRETE, TURF ETC. AS NECESSARY TO ACCOMPLISH INSTALLATION OF THE NEW WATER MAIN AND

APPURTENANCES WHETHER OR NOT SHOWN ON THE PLANS.

6. WATER MAIN ON THE SITE, SHALL BE INSTALLED TO ALLOW FOR IT TO BE PROPERLY WINTERIZED.

7. ARCHAEOLOGICAL MONITORING OF EXCAVATION REQUIRED BETWEEN APPROXIMATELY STATIONS 2+50 TO

7+50 (DAY USE PATH), 8+50 TO 9+50 (CEMETERY), 20+00 TO 20+75 (SOLDIER'S QUARTERS), AND 32+30 TO

34+10 (RANGE LIGHTKEEPERS). OWNER TO PROVIDE ARCHAEOLOGICAL PROFESSIONAL, CONTRACTOR

SHALL COMPLY AND COORDINATE WORK WITH THE PROFESSIONAL.

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YEAR ROUND PARK HEADQUARTERS WATER MAIN, SHEET C-141

SEASONAL WEST CAMPGROUND

WATER MAIN & SANITARY

SHEETS C-150 SERIES

ALTERNATE 1

SEASONAL SOLIDER QUARTERS TO CONCESSIONS WATER MAIN, SHEET C-132

YEAR ROUND DAY USE WATER MAIN C-131

SEASONAL DAY USE DRINKING

FOUNTAIN WATER MAIN, SHEET C-132

SEASONAL DAY USE TO CHECK-IN STATION WATER MAIN, SHEET C-134

YEAR ROUND WELL HOUSE WATER MAIN, SHEET C-122

SEASONAL EAST CAMPGROUND

BRANCH 1 WATER MAIN, SHEET C-122

SEASONAL EAST CAMPGROUND

BRANCH 2 WATER MAIN, SHEET C-123

SEASONAL EAST CAMPGROUND

WATER MAIN, SHEET C-121

SEASONAL EAST CAMPGROUND

BRANCH 3 WATER MAIN, SHEET C-123

SEASONAL EAST CAMPGROUND

BRANCH 5 WATER MAIN, SHEET C-124

SEASONAL EAST CAMPGROUND

BRANCH 4 WATER MAIN, SHEET C-124

YEAR ROUND MANAGER'S RESIDENCE WATER MAIN BRANCH, SHEET C-142

WATER-(YEAR ROUND SERVICE)

WATER-(SEASONAL SERVICE)

PROPOSED LEGEND

SANITARY-(SEASONAL SERVICE)

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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 feetGRAPHIC SCALE: FULL feetHALF

45030015075

1. CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ORANGE CONSTRUCTION FENCING WHICH

PROHIBITS PEDESTRIAN TRAFFIC FROM ENTERING WORK ZONES AT ALL TIMES. FENCING ARRANGEMENTS

MAY REQUIRE PHASE SPECIFIC ARRANGEMENTS TO PROVIDE SAFETY BARRIER AT ALL LOCATIONS WHERE

EQUIPMENT IS IN OPERATION AND WHERE OPEN TRENCHES OR EXPOSED UTILITY WORK EXISTS. USE OF

EXISTING POSTS, FENCES, MAY BE UTILIZED WITH COORDINATION WITH PARK STAFF AND APPROVAL.

2. NO WORK DURING THE THURSDAY THRU MONDAY OF LABOR DAY WEEKEND. WORK MAY RESUME THE

TUESDAY FOLLOWING LABOR DAY.

3. WHEN PHASES MAY OCCUR:

3.1. AUGUST 1 - NOVEMBER 10: PHASES 1, 2A, 2B, 2C

3.2. SEPTEMBER 14 - NOVEMBER 10: PHASES 2B, 2C, 3, 4

4. THE EAST CAMPGROUND WILL BE CLOSED ON AUGUST 1, 2022 SO THERE WON'T BE CAMPERS IN THAT AREA

WHILE WORKING. THE WEST CAMPGROUND WILL REMAIN OPEN FOR FULLY MODERN USE (INCLUDING

WATER) UNTIL OCTOBER 17, 2022 AND THE WEST CAMPGROUND WILL BE OPEN FOR SEMI-MODERN USE (NO

WATER, ONLY ELECTRICITY) UNTIL OCTOBER 31, 2022 SO ALTERNATE 1 WORK NEEDS TO ACCOMODATE

THOSE DATES. BOTH CAMPGROUNDS WILL RE-OPEN FOR SEMI-MODERN USE AGAIN ON MAY 1, 2023 AND

FULL MODERN USE ON MAY 15, 2023.

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LAY DOWN AREAS

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 3

PHASE 4

PHASE 1

PHASE 2B

PHASE 2A

PHASE 2C

PROPOSED LEGENDNOTES:

● PHASE 1

- SEASONAL EAST CAMPGROUND WATER MAIN, SHEET C-121

- SEASONAL EAST CAMPGROUND BRANCH 1 WATER MAIN, SHEET C-122

- SEASONAL EAST CAMPGROUND BRANCH 2 WATER MAIN, SHEET C-123

- SEASONAL EAST CAMPGROUND BRANCH 3 WATER MAIN, SHEET C-123

- SEASONAL EAST CAMPGROUND BRANCH 4 WATER MAIN, SHEET C-124

- SEASONAL EAST CAMPGROUND BRANCH 5 WATER MAIN, SHEET C-124

● PHASE 2A

- SEASONAL DAY USE DRINKING FOUNTAIN WATER MAIN, SHEET C-132

● PHASE 2B

- SEASONAL DAY USE TO CHECK-IN STATION WATER MAIN, SHEET C-134

● PHASE 2C

- SEASONAL SOLDIER QUARTERS TO CONCESSIONS WATER MAIN, SHEET C-132

● PHASE 3

- YEAR ROUND WELL HOUSE WATER MAIN, SHEET C-122

- YEAR ROUND DAY USE WATER MAIN, SHEET C-131

- YEAR ROUND PARK HEADQUARTERS WATER MAIN, SHEET C-141

- YEAR ROUND MANAGER'S RESIDENCE WATER MAIN BRANCH, SHEET C-142

● PHASE 4 ALTERNATE #1

- SEASONAL WEST CAMPGROUND WATER MAIN, SHEET C-151

- SEASONAL WEST CAMPGROUND SANITARY, SHEET C-152

PHASE SHEETS

APPROVED SOIL SPOILS AREA

10+50

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

19+23

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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 feetGRAPHIC SCALE: FULL feetHALF

120804020

EAST CAMPGROUND PLAN2

EAST CAMPGROUND PROFILE1

APPROX EX GROUND AT

CENTERLINE OF PROPOSED WM

3" HDPE, 380 LF

EX. WELL #2

EX. WELL #5

3" HDPE (380 LF)

2" HDPE (80 LF)

3" HDPE (72 LF)

IN SERVICE

YEAR ROUND

REMOVE EXISTING WATER FOUNTAIN,

DO NOT REPLACE

SLOPE RESTORATION, TYP

SLOPE RESTORATION AS

NECESSARY TO INSTALL

WATER MAIN AND APPURTANCES

REMOVE EXISTING VAULT,

DO NOT REPLACE

EAST CAMPGROUND BRANCH 4

SEE SHEET C-124

SALVAGE AND REINSTALL

EXISTING WATER SPIGOT

3" HDPE (70 LF)

3" HDPE (47 LF) IN SERVICE

YEAR ROUND

3" HDPE (95 LF)

2" HDPE (59 LF)

1" HDPE (94 LF)

CAUTION: APPROXIMATE UNDERGROUND ELECTRICAL

DEPTH UNKNOWN

CAUTION: APPROXIMATE

UNDERGROUND ELECTRICAL

DEPTH UNKNOWN

3" HDPE WM, 72 LF

6' MINIMUM BURY DEPTH, TYP

2" HDPE, 80 LF

3" HDPE WM, 47 LF

3" HDPE, 95 LF

3" HDPE, 70 LF

2" HDPE, 59 LF

HDPE SERVICE NORTH (250 LF), SIZE

VARIES 1" HDPE SERVICE SOUTH (70 LF)

& NORTH TO CHECK IN

3" HDPE (130 LF) IN SERVICE YEAR ROUND

TO WELL HOUSE

1" HDPE SERVICE (147 LF)

SEE BRANCH 1 VAULT #4,

DETAIL 7 ON C-122

1" HDPE SERVICE (57 LF)

SEE BRANCH 2, DETAIL 3 ON C-123

1" HDPE SERVICE (205 LF)

SEE BRANCH 3 VAULT #3,

DETAIL 6 ON C-123

1" HDPE SERVICE, 322 LF

SEE EAST CAMPGROUND VAULT #2,

DETAIL 6 ON C-124

FLAMMABLE MATERIAL

HAZARDOUS OR

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. ALL NEW/REINSTALLED PLUMBING/WATER FIXTURES SHALL BE

PLACED ON A 4'X4' CONCRETE SLAB PER DETAIL 9 ON C-501.

4. INCLUDE SLOPE RESTORATION ALONG THE WHOLE LINE AND AROUND

ALL FIXTURE INSTALLATIONS, CONCRETE PADS, VAULTS AND BORE

PITS.

5. PROTECT EXISTING TREES OUTSIDE OF THE TRENCH WIDTH.

WELL HOUSE

SEE SHEET C-122

EAST CAMPGROUND BRANCH 4,

SEE VAULT #2 DETAIL 6 ON C-124

2" HDPE, 53 LF

2" HDPE, 31 LF

SEE EAST CAMPGROUND

VAULT #1, DETAIL 4 ON

C-124

EXISTING SAN.

DEPTH UNKNOWN

APPROXIMATE EXISTING WATERMAIN

APPROXIMATE BEDROCK ELEVATION

CLEARING LIMITS MAX 10' WIDE

AND 12' HIGH, TYP. SUBJECT TO

ADJUSTMENT BASED ON SITE CONDITIONS

UPON REVIEW AND CONFIRMATION FROM

THE OWNER AND ENGINEER.

EAST CAMPGROUND BRANCH 1

SEE SHEET C-122

EAST CAMPGROUND BRANCH 2

SEE SHEET C-123

EAST CAMPGROUND BRANCH 3

SEE SHEET C-123

CHECK IN STATION DAY USE

SEE SHEET C-134

EAST CAMPGROUND BRANCH 5

SEE SHEET C-124

INSTALL WATERLINE DOWN TO

BEDROCK ELEVATION OR 6',

WHICHEVER IS SHALLOWER.

SEE SHEET C-501 FOR INSULATION

REQUIREMENTS OF LINES

SHALLOWER THAN 6'.

SEE VAULT #6, DETAIL #5 ON SHEET C-134

SEE WELL HOUSE VAULT #5, DETAIL #3 ON C-122

WATER & SEWER UTILITY SYMBOLS

VAULT

BUILDING CONNECTION

CURB STOP

REMOVE ASPHALT, REPLACE

WITH HMA, 5EL, TYP

REMOVE GRAVEL TRAIL,

REPLACE WITH AGGREGATE

SURFACE COURSE, 6 INCH, TYP

EAST

CAMPGROUND

VAULT #6, SEE

DETAIL 9 ON SHEET

C-135

WELL HOUSE VAULT

#5, SEE DETAIL #3

ON C-122

INSTALL WATERLINE DOWN TO 2' BELOW SURFACE.

EXCAVATE BEDROCK IF REQUIRED TO ACHIEVE PROPER DEPTH.

MAINTAIN MINIMUM 18"

VERTICAL SEPARATION

TRACE WIRE ACCESS

BOX AT TEE PER

DETAIL 14 ON C-502

EAST CAMPGROUND VAULT #1

SEE DETAIL 3 ON C-124

SHOWER CONNECTION

IN VAULT #1

GRAVEL

CONCRETE

HMA

SLOPE RESTORATION

EAST CAMPGROUND BRANCH 3,

SEE VAULT #3 DETAIL 6 ON C-123

EAST CAMPGROUND BRANCH 1,

SEE VAULT #4 DETAIL 7 ON C-122

TRACE WIRE

ACCESS BOX

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

28+00

29+00

29+46

60+00

61+00

61+40

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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

EAST CAMPGROUND BRANCH 1 PROFILE 5

CAUTION: APPROXIMATE

UNDERGROUND ELECTRICAL

DEPTH UNKNOWN

1" HDPE SERVICE (146 LF)

APPROX EX GROUND AT CENTERLINE

OF PROPOSED WM

APPROXIMATE EXISTING WATERMAIN

WELL HOUSE PROFILE2

APPROX EX GROUND AT CENTERLINE

OF PROPOSED WM

REMOVE EXISTING WATERMAIN

3" HDPE (140 LF) IN SERVICE YEAR ROUND

TO WELL HOUSE

WELL HOUSE VAULT #5

SEE DETAIL 3 ON THIS SHEET

TIE INTO EXISTING GALVANIZED PIPE AT

THE OUTSIDE EDGE OF THE BUILDING

EAST CAMPGROUND BRANCH #1,

SEE VAULT #4 DETAIL 7 ON THIS SHEET

EAST CAMPGROUND SPIGOT:

-REMOVE EXISTING FIXTURE

-INSTALL NEW WATER SPIGOT

& CONCRETE PAD

-SEE DETAIL 6 ON THIS SHEET

1" HDPE SERVICE (147 LF)

EAST CAMPGROUND SPIGOT:

-REMOVE EXISTING FIXTURE

-INSTALL NEW WATER SPIGOT

& CONCRETE PAD

WELL HOUSE PLAN1

EAST CAMPGROUND BRANCH 1 PLAN4

WELL HOUSE VAULT #53 EAST CAMPGROUND BRANCH 1 VAULT #47 EAST CAMPGROUND SPIGOT 6

INSTALL WATERLINE DOWN TO 2' BELOW SURFACE.

EXCAVATE BEDROCK IF REQUIRED TO ACHIEVE PROPER DEPTH.

WELL HOUSE VAULT #5

SEE DETAIL 3 ON THIS SHEET

EAST CAMPGROUND BRANCH #1,

SEE VAULT #4 DETAIL 7 ON THIS SHEET

WATER & SEWER UTILITY SYMBOLS

SLOPE RESTORATION, TYP

SLOPE RESTORATION, TYP

HMA, 5EL

HMA, 5EL

SEE SHEET C-134 FOR DAY USE

TO CHECK IN STATION BRANCH

CUT, CAP AND ABANDON

WATER LINE TO FOUNTAIN

INSTALL WATERLINE DOWN TO 6' BELOW SURFACE.

EXCAVATE BEDROCK IF REQUIRED TO ACHIEVE PROPER DEPTH.

INSTALL WATERLINE DOWN TO 2' BELOW SURFACE.

EXCAVATE BEDROCK IF REQUIRED TO ACHIEVE PROPER DEPTH.

MAINTAIN MINIMUM 18"

VERTICAL SEPARATION

CAUTION: APPROXIMATE LOW PRESSURE

SEWER DEPTH UNKNOWN MAINTAIN MINIMUM

18" VERTICAL SEPARATION

SLOPE RESTORATION AFTER

REMOVING EXISTING FOUNTAIN

AND CONCRETE

REMOVE AND SALVAGE

EXISTING FIXTURE,

PROVIDE TO OWNER.

ABANDON AND CAP

EXISTING WATER LINE

SPIGOT, SEE DETAIL 6 ON THIS SHEET

SPIGOT

REPLACE DISTURBED GRAVEL AT SITES

WITH AGGREGATE SURFACE COURSE, 6 INCH

REPLACE DISTURBED GRAVEL AT SITES

WITH AGGREGATE SURFACE COURSE, 6 INCH

SEE DETAIL 12 ON C-502

FOR TYPICAL VAULT DETAILS

SEE DETAIL 10 ON C-502

FOR TYPICAL VAULT DETAILS

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

SAMPLING PORT

44+00

45+00

46+00

46+16

63+00

63+57

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ARCHITECTS. ENGINEERS. PLANNERS

OHM-ADVISORS.COM

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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

EAST CAMPGROUND BRANCH 3 PROFILE 5

UNDERGROUND ELECTRICAL

1" HDPE (216 LF)

APPROX EX GROUND AT CENTERLINE

OF PROPOSED WM

APPROXIMATE EXISTING WATERMAIN

EAST CAMPGROUND BRANCH 2 PROFILE 2

1" HDPE (57 LF)

APPROX EX GROUND AT CENTERLINE

OF PROPOSED WM

EAST CAMPGROUND BRANCH 2 PLAN 1

EAST CAMPGROUND SPIGOT BRANCH #2

SEE DETAIL 3 ON THIS SHEET

1" HDPE (57 LF)

REMOVE EXISTING FIXTURE

INSTALL NEW WATER SPIGOT

AND CONCRETE PAD

1" HDPE (216LF)

EAST CAMPGROUND BRANCH 3,

SEE VAULT #3 DETAIL 6 ON THIS SHEET

REMOVE EXISTING FIXTURE AND

INSTALL NEW WATER SPIGOT

AND CONCRETE PAD

REPLACE DISTURBED GRAVEL AT SITES

WITH AGGREGATE SURFACE COURSE, 6 INCH

EAST CAMPGROUND SPIGOT BRANCH 23

EAST CAMPGROUND BRANCH 3 VAULT #36

EAST CAMPGROUND BRANCH 3 PLAN4

SPIGOT BRANCH #2

SEE DETAIL 3 ON THIS SHEET

EAST CAMPGROUND BRANCH 3

SEE VAULT #3DETAIL 6 ON THIS SHEET

WATER & SEWER UTILITY SYMBOLS

SLOPE RESTORATION, TYP

SLOPE RESTORATION, TYP

INSTALL WATERLINE DOWN TO 2'

BELOW SURFACE. EXCAVATE BEDROCK IF

REQUIRED TO ACHIEVE PROPER DEPTH.

INSTALL WATERLINE DOWN TO 2'

BELOW SURFACE. EXCAVATE BEDROCK IF

REQUIRED TO ACHIEVE PROPER DEPTH.

WATER SPIGOT

APPROXIMATE UNDERGROUND ELECTRIC DEPTH UNKNOWN

APPROXIMATE UNDERGROUND ELECTRIC DEPTH UNKNOWN

REPLACE DISTURBED GRAVEL AT SITES

WITH AGGREGATE SURFACE COURSE, 6 INCH

SEE DETAIL 12 ON C-502

FOR TYPICAL VAULT DETAILS

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

SAMPLING PORT