751_19152.JBB_PlansPart-2.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ - 171 - 220000000246
- Issued by
- Keweenaw County, Michigan
About this file
This document is a set of plans and drawings related to a water system upgrade project for the Fort Wilkins State Park in Keweenaw County, Michigan. The project involves installing new water mains, services, vaults, and fixtures throughout the East Campground, Day Use Area, and Soldiers Quarters areas of the park. The work includes abandoning and capping existing water lines, removing and reinstalling water spigots and fountains, and performing slope restoration. Archaeological monitoring is required for portions of the excavation work. The project is overseen by the Michigan Department of Technology, Management and Budget, State Facilities and Business Services Administration, Design and Construction Division.
Pricing details are not provided in this document. The project is funded by the State of Michigan and appears to have no set-aside requirements. The current incumbent contractor is not specified. The contract term and any renewal options are also not stated in the document. The key deliverables are the installation of the new water system components and restoration of the site.
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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 4 PROFILE 5
CAUTION: APPROXIMATE
UNDERGROUND ELECTRICAL
DEPTH UNKNOWN
1" HDPE (322 LF)
APPROX EX GROUND AT CENTERLINE
OF PROPOSED WM
EAST CAMPGROUND BRANCH 5 PROFILE 2
CAUTION: APPROXIMATE
UNDERGROUND ELECTRICAL
DEPTH UNKNOWN
1" HDPE (190 LF)
APPROX EX GROUND AT
CENTERLINE OF PROPOSED WM
APPROXIMATE EXISTING WATERMAIN
EAST CAMPGROUND BRANCH 4 PLAN 4
EAST CAMPGROUND BRANCH 58
EAST CAMPGROUND BRANCH 5 PLAN 1
EAST CAMPGROUND BRANCH 4 VAULT #26
REMOVE EXISTING FIXTURE AND
INSTALL NEW WATER SPIGOT
AND CONCRETE PAD
1" HDPE (97 LF)
EAST CAMPGROUND BRANCH 5,
SEE DETAIL 8 ON THIS SHEET
1" HDPE (322 LF)
SALVAGE AND REINSTALL
EXISTING WATER SPIGOT AND
PLACE A NEW CONCRETE PAD
SALVAGE AND REINSTALL
EXISTING WATER SPIGOT AND
PLACE NEW CONCRETE PAD,
SEE DETAIL 7 ON THIS SHEET
EAST CAMPGROUND BRANCH 4, SEE
VAULT #2 DETAIL 6 ON THIS SHEET
EAST CAMPGROUND VAULT # 13
FLAMMABLE MATERIAL
HAZARDOUS OR
SLOPE RESTORATION, TYP
SLOPE RESTORATION, TYP
EAST CAMPGROUND BRANCH 4, SEE
VAULT #2 DETAIL 6 ON THIS SHEET
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.
EAST CAMPGROUND SPIGOT BRANCH 47
SEE DETAIL VIEW ON SHEET C-125
SEE DETAIL 12 ON C-502
FOR TYPICAL VAULT DETAILS
TRACE WIRE
ACCESS BOX AT TEE
EAST CAMPGROUND VAULT #1,
SEE DETAIL 3 ON THIS SHEET
EAST CAMPGROUND BRANCH #5,
SEE DETAIL 8 ON THIS SHEET
REPLACE DISTURBED GRAVEL AT SITES
WITH AGGREGATE SURFACE COURSE, 6 INCH
SEE DETAIL 12 ON C-502
FOR TYPICAL VAULT DETAILS
WATER & SEWER UTILITY SYMBOLS
REINSTALLED WATER SPIGOT
REINSTALLED WATER SPIGOT
EXISTING BUILDING
SERVICE TO REMAIN
SALVAGE AND REINSTALL
EXISTING WATER SPIGOT
AND NEW CONCRETE PAD
FIRE HYDRANT
CLEAN OUT
CURB STOP
VAULT
EXISTING SPIGOT
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
TRACE WIRE ACCESS
BOX AT TEE
MENS
WOMENS
LAUNDRY
SHOWERS
INLINE CONNECTION TO EXISTING WATER MAIN AT BATHROOM BUILDING
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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 BATHROOM BUILDING CONNECTION1
PICTURE OF CONNECTION AT BATHROOM BUILDING3
SERVICE CONNECTION TO NEW WATER MAIN AT BATHROOM BUILDING IN EAST CAMPGROUND2
REMOVE AND REPLACE CONCRETE
SLOPE RESTORATION, TYP
APPROXIMATE PIPE ALLEY LOCATION
EXISTING 2" SERVICE LINE TO
BE CUT AND CAPPED AT TOP OF GRAVEL
DIG TRENCH TO BORE NEW
LINE, THEN BACKFILL.
2" HDPE SERVICE 18 LF OPEN TRENCH,
15 LF DIRECTIONALLY BORED
EAST CAMPGROUND VAULT #1,
SEE DETAIL 3 ON SHEET C-124
ABANDON IN PLACE, CAP AT EACH END
TIE INTO EXISTING BUILDING IN CHASE
INSTALL NEW PEDESTAL HOSE BIB
FOR CAMPGROUND HOST CONNECTION
REMOVE EXISTING VAULT
REMOVE EXISTING
VAULT, CAP ALL
LINES AND FILL
RECONNECT EX FEED TO SHOWER BUILDING
REMOVE EXISTING WATER
FOUNTAIN AND DO NOT
REPLACE. CAP AND ABANDON LINE.
MAINTAIN MINIMUM 18"
VERTICAL SEPARATION
EXISTING 2" COPPER OR GALVANIZED PIPE
PROPANE LINE
2+50
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
10+50
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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
DAY USE AREA PLAN1
DAY USE AREA PROFILE2
CONNECT TO EXISTING
WATER MAIN PER
DETAIL 8 ON C-501
APPROX EX GROUND AT
CENTERLINE OF PROPOSED WM
REMOVE ASPHALT, REPLACE
WITH ADA AGGREGATE
SURFACE COURSE, 6 INCH
REMOVE EX. VAULT
CAP EX. PIPES
ABANDON AND CAP EX. 2" GP
REMOVE TRAIL GRAVEL, REPLACE WITH
ADA AGGREGATE SURFACE COURSE, 6 INCH
3" HDPE IN SERVICE
YEAR ROUND (601 LF)
SOLDIERS QUARTERS CONCESSIONS VAULT #10,
SEE DETAIL 7 ON SHEET C-132
SALVAGE EXISTING FOUNTAIN
AND DELIVER TO THE OWNER.
2" HDPE IN
SERVICE YEAR
ROUND (135 LF)
REMOVE EX. VAULT
CAP EX. PIPES
CONNECT TO EXISTING
SOLDIERS QUARTERS TO CONCESSIONS VAULT #10, SEE DETAIL 7 ON C-132
2" HDPE IN
SERVICE YEAR
ROUND (135 LF)
3" HDPE IN SERVICE
YEAR ROUND (601 LF)
3" HDPE (64 LF) IN SERVICE
YEAR ROUND
1" HDPE SERVICE (127 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. ALL NEW/REINSTALLED FIXTURES SHALL BE PLACED ON A 4'x4'
CONCRETE SLAB PER DETAIL 10 ON C-501.
4. INCLUDE SLOPE RESTORATION ALONG THE WHOLE LINE AND AROUND
ALL FIXTURE INSTALLATIONS, CONCRETE PADS, VAULTS AND BORE
PITS.
5. CAUTION: ARCHAEOLOGICAL MONITORING OF EXCAVATION REQUIRED
BETWEEN APPROXIMATELY STATIONS 2+50 TO 7+50 AND 8+50 TO 9+50.
OWNER TO PROVIDE ARCHAEOLOGICAL PROFESSIONAL,
CONTRACTOR SHALL COMPLY AND COORDINATE WORK WITH THE
PROFESSIONAL.
6. PROTECT EXISTING TREES OUTSIDE OF THE TRENCH WIDTH.
MISCELLANEOUS SYMBOLSWATER & SEWER UTILITY SYMBOLS
FIRE HYDRANT
CLEAN OUT
CURB STOP
VAULT
DRINKING FOUNTAIN
SANITARY MANHOLE
GRINDER PUMP
ROUND CATCH BASIN
SQUARE CATCH BASIN
TRASH CAN
C
E
M
E
T
E
R
Y
TELEPHONE LINE
DEPTH UNKNOWN
UNDERGROUND ELECTRICAL
DEPTH UNKNOWN
WATER MAIN TO
CONCESSIONS
PROTECT EXISTING FENCE
AND INSTALL TRENCH PROTECTION
TO STAY CLEAR OF CEMETERY
APPROXIMATE EXISTING WATERMAIN
APPROXIMATE BEDROCK ELEVATION
APPROXIMATE BEDROCK ELEVATION
REMOVE ASPHALT/CONCRETE AROUND THE EXISTING
FOUNTAIN. SAWCUT EXISTING ASPHALT EDGE CLEAN AND
RESTORE WITH TS&M OVER THE FOUNTAIN LOCATION.
ABANDON WATERMAIN AND CAP.
SOLDIERS QUARTERS
SEE SHEET C-132
DAY USE DRINKING FOUNTAIN BRANCH
SEE SHEET C-132
ABANDON AND CAP
EXISTING WATER MAIN
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.
DAY USE AREA DRINKING FOUNTAIN BRANCH,
SEE VAULT #9 DETAIL 5 ON C-132
SLOPE RESTORATION, TYP
REMOVE EXISTING VAULT, CAP AND
ABANDON WATERLINES AND BACKFILL
TRACE WIRE ACCESS BOX AT ELBOW
3" HDPE (64 LF) IN SERVICE
YEAR ROUND
DEPRESS VAULT BELOW GRADE
TO ALLOW FOR COVERING
WITH GEOTEXTILE AND FULL
THICKNESS OF ADA AGGREGATE
DAY USE DRINKING FOUNTAIN BRANCH,
SEE VAULT #9 DETAIL 5 ON C-132
CONCESSIONS CONNECTION,
SEE VAULT #11 DETAIL 6 ON SHEET C-132
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
TRACE WIRE ACCESS BOX AND
TERMINATION AT THE TIE TO
EXISTING
CAUTION: ARCHAEOLOGICAL MONITORING REQUIRED
CAUTION:
ARCHAEOLOGICAL
MONITORING REQUIRED
M E
N S
W O
M E
N S
20+00
21+00
22+00
22+94
80+00
80+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
DAY USE DRINKING FOUNTAIN BRANCH4
SOLDIERS QUARTERS TO CONCESSIONS PROFILE 1
APPROX EX GROUND AT CENTERLINE
OF PROPOSED WM
2" HDPE SERVICE
(297 LF)
SOLDIERS QUARTERS VAULT #107
DAY USE DRINKING FOUNTAIN BRANCH VAULT #95
CONCESSIONS CONNECTION VAULT #116
SOLDIERS QUARTERS VAULT #10, SEE DETAIL 7 ON THIS SHEET
CONCESSIONS CONNECTION 1, SEE VAULT #11 DETAIL 6 ON THIS SHEET
CONCESSIONS CONNECTION 2,
SEE DETAIL 2 ON SHEET C-133
SOLDIERS QUARTERS TO CONCESSIONS2
DAY USE DRINKING FOUNTAIN PROFILE3
APPROX EX GROUND AT CENTERLINE
OF PROPOSED WM
1" HDPE SERVICE
(78 LF)
ABANDON EXISTING
WATERMAIN AND CAP
2" HDPE SERVICE
(297 LF)
REMOVE EXISTING CURBSTOP
REMOVE EXISTING VAULT
CLEARING LIMITS
REMOVE AND REPLACE
ASPHALT AS NECESSARY
1" HDPE SERVICE
(78 LF)
SLOPE RESTORATION AS NECESSARY
FOR TIE-IN TO EXISTING FOUNTAIN
SALVAGE AND REINSTALL
EXISTING FOUNTAIN AND PLACE
NEW CONCRETE PAD
CLEARING, THEN RESTORATION
AS REQUIRED AFTER
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.
SOLDIERS QUARTERS TO CONCESSIONS VAULT #10, SEE DETAIL 7 ON THIS SHEET
CONCESSIONS CONNECTION 1, SEE VAULT #11 DETAIL 6 ON THIS SHEET
DAY USE AREA DRINKING FOUNTAIN BRANCH,
SEE VAULT #9 DETAIL 5 ON THIS SHEET
SLOPE RESTORATION, TYP
AGGREGATE SURFACE COURSE, 6 INCH, TYP
MAINTAIN MINIMUM 18" VERTICAL SEPARATION
AND 10' HORIZONTAL SEPARATION
SEE DETAIL 4 ON SHEET C-133
APPROXIMATE LOCATION OF PIPE ALLEY
APPROX EXISTING SANITARY
DEPTH UNKNOWN
SEE DETAIL 10 ON C-502
FOR TYPICAL VAULT DETAILS
SEE DETAIL 10 ON C-502
FOR TYPICAL VAULT DETAILS
SEE DETAIL 12 ON C-502
FOR TYPICAL VAULT DETAILS
DAY USE DRINKING FOUNTAIN BRANCH, SEE VAULT #9 DETAIL 5 THIS SHEET
MISCELLANEOUS SYMBOLS
WATER & SEWER UTILITY SYMBOLS
ROCK
TRASH CAN
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
M E
N S
W
O M
E N
S
INLINE CONNECTION 2 TO EXISTING WATER MAIN AT CONCESSIONS BUILDING
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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
CONCESSIONS BUILDING 1
CONCESSIONS CONNECTION 1
SEE DETAIL 4 ON THIS SHEET
CONCESSIONS CONNECTION 2
SEE DETAIL 2 ON THIS SHEET
PICTURE OF CONNECTION 2 AT CONCESSIONS BUILDING5
SERVICE CONNECTION 1 TO NEW WATER MAIN AT CONCESSIONS BUILDING4
SERVICE CONNECTION 2 TO NEW WATER MAIN AT CONCESSIONS BUILDING2
PICTURE OF CONNECTION 1 AT CONCESSIONS BUILDING3
REMOVE AND REPLACE
CONCRETE SLAB AS NEEDED
TO INSTALL NEW WATER SERVICE
APPROXIMATE LOCATION OF PIPE ALLEY
CONNECT TO EXISTING WATERLINE
AT THE EXTERIOR EDGE OF THE
EXISTING BUILDING CRAWLSPACE
CONNECT TO EXISTING AT EDGE OF THE BUILDING.
REMOVE EXISTING VALVE AND DRAIN
AGGREGATE SURFACE COURSE, 6 INCH, TYP
SLOPE RESTORATION, TYP
50+00
51+00
52+00
53+00
54+00
54+54
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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
60402010
NEW 1" HDPE SERVICE (251 LF),
2' MINIMUM BURY DEPTH,
ABANDON AND CAP EXISTING SERVICE
CHECK-IN STATION CONNECTION,
SEE VAULT #8 DETAIL 7 ON SHEET C-135
DAY USE TO CHECK IN STATION PROFILE1
REMOVE CONCRETE
APPROXIMATE EXISTING WATERMAIN
PROTECT POWER POLE
CLEARING LIMITS
CAUTION: APPROXIMATE
UNDERGROUND ELECTRICAL
DEPTH UNKNOWN
DAY USE TO CHECK IN STATION PLAN2
REMOVE ASPHALT, REPLACE WITH
HMA, 5EL
REMOVE ASPHALT, REPLACE WITH
HMA, 5EL
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. PROTECT EXISTING TREES OUTSIDE OF THE TRENCH WIDTH.
TIE INTO EXISTING DAY USE TOILET BUILDING,
SEE DETAIL 5 ON SHEET C-135
2" HDPE SERVICE (83 LF)
EAST CAMPGROUND VAULT #6,
SEE DETAIL 9 ON SHEET C-135
EAST CAMPGROUND VAULT #6, SEE DETAIL #9 ON SHEET C-135
DAY USE TOILET CONNECTION, SEE VAULT #7 DETAIL 8 ON SHEET C-135
CHECK-IN STATION CONNECTION, SEE VAULT #8 DETAIL 7 ON C-135
SLOPE RESTORATION, TYP
WATER & SEWER UTILITY SYMBOLS
INSTALL WATERLINE DOWN TO 2'
BELOW SURFACE. EXCAVATE BEDROCK IF
REQUIRED TO ACHIEVE PROPER DEPTH.
ABANDON AND CAP LINE TO
WATER FOUNTAIN TO BE REMOVED
SLOPE RESTORATION, TYP
DAY USE TOILET CONNECTION,
SEE VAULT #7 DETAIL 8 ON SHEET C-135
MAINTAIN MINIMUM 18"
VERTICAL SEPARATION
CAUTION: APPROXIMATE SANITARY
LOW PRESSURE SEWER DEPTH
UNKNOWN MAINTAIN MINIMUM 18"
VERTICAL SEPARATION
REMOVE AND REPLACE WITH
SHARED USE PATH, AGGREGATE
DAY USE C-131
EAST CAMPGROUND C-121
REMOVE, SALVAGE AND,
REINSTALL WATER FOUNTAIN
ON NEW CONCRETE PAD
WATER FOUNTAIN
WATER FOUNTAIN CONNECTION,
SEE DETAIL 10 ON SHEET C-135
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
INSTALL NEW PIPE
BOLLARD (QTY 2)
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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
DAY USE TOILET BUILDING 4
PICTURE OF DAY USE TOILET BUILDING CONNECTION6
SERVICE CONNECTION TO NEW WATER MAIN AT DAY USE TOILET BUILDING5
SERVICE CONNECTION TO NEW WATER MAIN AT CHECK-IN BUILDING2
PICTURES OF CONNECTION AT CHECK-IN BUILDING3
CHECK-IN BUILDING 1
EXISTING PIPE ALLEY
ABANDON AND CAP EXISTING LINE IN PLACE
REMOVE AND REINSTALL INTERIOR
CABINET AND TOILET AS NECESSARY
TO INSTALL THE NEW WATERLINE
EXISTING RESTROOM
PROTECT EXISTING UTILITY POLE
REMOVE AND REPLACE INTERIOR
SLAB AND LINOLEUM FLOORING
FOR NEW WATERLINE
REMOVE AND DO NOT REPLACE EXTERIOR
CONCRETE AS REQUIRED TO INSTALL
THE NEW WATERLINE
SLOPE RESTORATION AS NECESSARY
EXISTING WATER SERVICE, BUT EXISTING
WATERLINE PLANS MAY BE INCORRECTLY
SHOWING LINE COMING IN UNDER SLAB
IN FRONT OF BUILDING
TOILET
SLOPE RESTORATION, TYP
DAY USE TOILET CONNECTION VAULT #78
EAST CAMPGROUND VAULT #69 DAY USE WATER FOUNTAIN CONNECTION10
NORTH END OF BUILDING
1" BALL VALVE
2" BALL VALVE
3" GATE VALVE
AIR INJECTION PORT
CHLORINATION STANDPIPE
CURB STOP
VAULT
DRAIN VALVE AND VACUUM BREAKER
P
SAMPLING PORT
WATER MAIN SYMBOLS
CHECK-IN STATION CONNECTION VAULT #87
SEE DETAIL 12 ON C-502
FOR TYPICAL VAULT DETAILS
SEE DETAIL 12 ON C-502
FOR TYPICAL VAULT DETAILS
SEE DETAIL 10 ON C-502
FOR TYPICAL VAULT DETAILS
File details come from the government source that posted it. Updated .