PETOSKEY SP_SANITATION UPGRADES_BID_2023598001_Optimized.pdf
PDF 10 MB Posted
- Solicitation number
- RFQ-171-250000000239-2
- Issued by
- Emmet County, Michigan
About this file
This is a comprehensive engineering and construction plan set for the Petoskey State Park Sanitation Upgrades project, involving the Michigan Department of Natural Resources (MDNR), Department of Technology, Management and Budget (DTMB), and Gosling Czubak Engineering Sciences. The project focuses on upgrading sanitation infrastructure at Petoskey State Park, located in Emmet County, Michigan, and includes improvements to the beach lift station, sewer systems, park dump station, and associated electrical infrastructure. The construction plans are dated February 11, 2025, with permits already obtained from EGLE (Michigan Department of Environment, Great Lakes, and Energy) for campground construction and a joint permit with the U.S. Army Corps of Engineers, with contractor work anticipated to begin in November 2024.
The project involves significant civil engineering work, including installing new sewer forcemains, a beach lift station with duplex pumps, electrical upgrades, and critical dune area restoration. The electrical component includes modifications to existing electric meters and service panels, with new metering and control systems for the lift station. The site has challenging terrain, characterized by dune lands and Deer Park sands with slopes ranging from 6 to 45 percent, requiring specialized soil erosion control measures and native vegetation restoration. Project-specific requirements include a minimum of three years of monitoring to ensure site stabilization and compliance with environmental regulations. The engineering documents provide detailed specifications for utility installations, electrical systems, and landscape restoration, indicating a comprehensive approach to infrastructure improvement within the state park.
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Text version
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02/11/2025
CONSTRUCTION PLANS
FOR
Know what's below.
before you dig.Call
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PROJECT
LOCATION
LOCATION MAP
NOT TO SCALE
VICINITY MAP
SCALE
PROJECT
LOCATION
PETOSKEY STATE PARK - SANITATION UPGRADES
CITY OF PETOSKEY, EMMET COUNTY, MICHIGAN
N
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ROBERT C. HALL, RA, NCARB, DIRECTOR
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
MICHIGAN DEPARTMENT OF NATURAL RESOURCES
PARKS & RECREATION DIVISION
FILE NO.: 751 / 23190.GAG
INDEX NO.:
STATE INDEX NUMBERS
FILE NUMBER
751 / 23190.GAG
Issued for
Preliminary Construction Final Record
Date
PROJECT PERMITS
PERMIT AGENCY OBTAINED BY RECEIVED
CAMPGROUND
CONSTRUCTION
EGLE OWNER 01/08/2025
SOIL EROSION DTMB CONTRACTOR
ELECTRICAL LARA CONTRACTOR
MECHANICAL LARA CONTRACTOR
EGLE/USACE
JOINT
EGLE OWNER 10/16/2024
ENGINEER
GOSLING CZUBAK ENGINEERING SCIENCES, INC.
1280 BUSINESS PARK DRIVE
TRAVERSE CITY, MICHIGAN, 49686-8607
231.946.9191 - 800.968.1062 www.goslingczubak.com info@goslingczubak.com
SHEET INDEX
Sheet Number Sheet Title
C0 COVER PETOSKEY STATE PARK
C1 EXISTING & DEMOLITION PLAN STA. 0+00 TO 11+00
C2 EXISTING & DEMOLITION PLAN STA. 21+00 TO 26+00
C3 BEACH LIFT STATION
C4 SEWER STA. 0+00 TO 10+50
C5 SEWER STA. 10+50 TO 21+00
C6 SEWER STA. 21+00 TO 26+00
C7 PARK DUMP STATION PLAN
C8 SOIL EROSION DETAILS
C9 SOIL BORING LOGS
C10 DETAILS
C11 DETAILS
E0 ELECTRICAL LEGEND, SPECS, AND DETAILS
E1 ELECTRICAL SITE PLAN
E2 ELECTRICAL SITE PLAN - EXISTING LIFT STATION
OWNER'S REPRESENTATIVES
JILANNE EGLESTON, PARK SUPERVISOR
PETOSKEY STATE PARK
2475 M-119 HWY.
PETOSKEY, MI 49770
(231) 373-6671
JASON CHERVEN, GAYLORD DISTRICT REGIONAL FIELD PLANNER
GAYLORD OPERATIONS SERVICE CENTER
PARKS AND RECREATION DIVISION, MDNR
1732 WEST M-32
GAYLORD, MI 49735
(989) 619-6426
JERRY GREGORSKI, PE, PROJECT DIRECTOR
DESIGN & CONSTRUCTION DIVISION - DTMB
3111 W. ST. JOSEPH STREET
LANSING, MI 48917
(517) 242-4536
02-11-2025
N O R
TH
0'
1" = SCALE
40' 80'
40'
EXISTING LAYOUT STA. 0+00 TO 10+50
1" = 40'
Location:
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e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
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Sheet:
C1
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
GLW
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11/9/23 02/11/2025
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EXISTING LAYOUT STA. 10+50 TO 21+00
1" = 40'
0'
1" = SCALE
40' 80'
40'
SURVEY NOTES
1. THE CONSTRUCTION IS APPROXIMATELY 225' FROM LAKE MICHIGAN.
2. THE EXISTING SOIL CONDITIONS ARE DUNE LANDS AND DEER PARK SANDS, 6 TO 45
PERCENT SLOPES.
3. THIS TOPOGRAPHICAL MAP IS BASED UPON FIELD OBSERVATIONS COLLECTED BY
COMBINATION OF UAS BASED LIDAR AND CONVENTIONAL SURVEY METHODS
PERFORMED BY GOSLING CZUBAK ENGINEERING SCIENCES, INC. DURING MARCH
2024.
4. THE BEARING BASE AND COORDINATES OF THIS DRAWING ARE BASED UPON THE
MICHIGAN STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NAD 83,
INTERNATIONAL FEET, 2011 ADJUSTMENT. CONTROL WAS ESTABLISHED BY GPS
OBSERVATION USING THE AVAILABLE MDOT CONTINUOUSLY OPERATING STATIONS
(CORS).
5. THE VERTICAL DATUM OF THIS SURVEY IS BASED UPON NAVD 88. CONTROL WAS
ESTABLISHED BY GPS OBSERVATION USING THE AVAILABLE MDOT CONTINUOUSLY
OPERATING STATIONS (CORS).
6. THE UTILITY INFORMATION SHOWN ON THIS SURVEY IS SHOWN BASED UPON A
COMBINATION OF RECORD INFORMATION AND FIELD MEASUREMENTS. THE
SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND UTILITIES ARE
SHOWN AND/OR POSITIONED PROPERLY ON THIS DRAWING DUE TO AMBIGUOUS
PLANS AND RECORDS PROVIDED TO US. THE INFORMATION SHOWN ON THIS
DRAWING IS INTENDED TO BE USED AS A GUIDE FOR POSSIBLE UNDERGROUND
UTILITY CONFLICTS. IT IS THE RESPONSIBILITY OF OTHERS TO RESOLVE THE
ACTUAL LOCATION OF ANY UNDERGROUND UTILITY THROUGH THE MISS DIG FIELD
VERIFICATION SYSTEM PRIOR TO ANY SITE EXCAVATION. CALL 811 OR
800-482-7171.
NORTH
R
TH
0'
1" = SCALE
40' 80'
40'
EXISTING LAYOUT STA. 21+00 TO 26+00
1" = 40'
Location:
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P lo tte d by : G le nn a W oo d
2/
/2
:5
AM
e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
PE
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Sheet:
C2
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
GLW
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11/9/23 02/11/2025
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SESC MAINTENANCE SCHEDULE (DURING CONSTRUCTION BY CONTRACTOR)
TASK SILT FENCE AND
SWALES SEDIMENT BASINS RIP RAP SCHEDULE
INSPECT FOR SEDIMENT ACCUMULATION X X WEEKLY
REMOVAL OF SEDIMENT ACCUMULATION X X AS NEEDED AND PRIOR TO
TURNOVER
INSPECT FOR FLOATABLES AND DEBRIS X X QUARTERLY
REMOVAL OF FLOATABLES AND DEBRIS X X QUARTERLY AND AT
TURNOVER
INSPECT FOR EROSION X X X WEEKLY
RE-ESTABLISH VEGETATION ON ERODED SLOPES X X AS NEEDED AND PRIOR TO
TURNOVER
REPLACEMENT OF STONE X AS NEEDED
INSPECT STRUCTURAL ELEMENTS DURING WET
WEATHER AND COMPARE TO AS-BUILT PLANS (BY
PROFESSIONAL ENGINEER)
X X X ANNUALLY AND PRIOR TO
TURNOVER
MAKE ADJUSTMENTS OR REPLACEMENTS AS
DETERMINED BY PRE-TURNOVER INSPECTION X X X AS NEEDED
SURVEY NOTES
1. THIS TOPOGRAPHICAL MAP IS BASED UPON FIELD OBSERVATIONS COLLECTED BY
COMBINATION OF UAS BASED LIDAR AND CONVENTIONAL SURVEY METHODS
PERFORMED BY GOSLING CZUBAK ENGINEERING SCIENCES, INC. DURING MARCH
2024.
2. THE BEARING BASE AND COORDINATES OF THIS DRAWING ARE BASED UPON THE
MICHIGAN STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NAD 83,
INTERNATIONAL FEET, 2011 ADJUSTMENT. CONTROL WAS ESTABLISHED BY GPS
OBSERVATION USING THE AVAILABLE MDOT CONTINUOUSLY OPERATING STATIONS
(CORS).
3. THE VERTICAL DATUM OF THIS SURVEY IS BASED UPON NAVD 88. CONTROL WAS
ESTABLISHED BY GPS OBSERVATION USING THE AVAILABLE MDOT CONTINUOUSLY
OPERATING STATIONS (CORS).
4. THE UTILITY INFORMATION SHOWN ON THIS SURVEY IS SHOWN BASED UPON A
COMBINATION OF RECORD INFORMATION AND FIELD MEASUREMENTS. THE
SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND UTILITIES ARE
SHOWN AND/OR POSITIONED PROPERLY ON THIS DRAWING DUE TO AMBIGUOUS
PLANS AND RECORDS PROVIDED TO US. THE INFORMATION SHOWN ON THIS
DRAWING IS INTENDED TO BE USED AS A GUIDE FOR POSSIBLE UNDERGROUND
UTILITY CONFLICTS. IT IS THE RESPONSIBILITY OF OTHERS TO RESOLVE THE
ACTUAL LOCATION OF ANY UNDERGROUND UTILITY THROUGH THE MISS DIG FIELD
VERIFICATION SYSTEM PRIOR TO ANY SITE EXCAVATION. CALL 811 OR
800-482-7171.
SESC INSTALLATION AND REMOVAL SCHEDULE
TASK NOVEMBER 2024 APRIL 2024 MAY 2024 JUNE 2024
SILT FENCE INSTALLATION XX
SILT FENCE REMOVAL X
PERMANENT SEEDING X X
0'
1" = SCALE
10' 20'
10'
Location:
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AM
e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
PE
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Sheet:
C3
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
GLW
ERP
MJH
11/9/23 02/11/2025
-1 5-
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BEACH LIFT STATION
1" = 10'
GRINDER PUMP STATION
NOT TO SCALE
R
TH
0'
1" = SCALE
40' 80'
40'
SEWER FORCEMAIN PLAN STA. 0+00 TO 10+50
1" = 40'
PROFILE
HORIZ. SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
Location:
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2/
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:5
AM
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Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
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Sheet:
C4
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
GLW
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MJH
11/9/23 02/11/2025
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40' 80'
40'
SEWER STA. 10+50 TO 21+00
1" = 40'
PROFILE
HORIZ. SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
Location:
P:
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W oo d 2/
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:5
AM
e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
PE
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Sheet:
C5
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
GLW
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MJH
11/9/23 02/11/2025
-1 5-
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0'
1" = SCALE
40' 80'
40'
SEWER STA. 21+00 TO 26+00
1" = 40'
PROFILE
HORIZ. SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
Location:
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W oo d 2/
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:5
AM
e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
PE
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Sheet:
C6
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
GLW
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11/9/23 02/11/2025
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NOTES
1. CONTRACTOR TO FIELD LOCATE EXISTING 4" AC FORCEMAIN.
2. NEW METERING MANHOLE LOCATION TO BE DETERMINED IN FIELD BASED
ON EXISTING CONDITIONS.
3. CONTRACTOR IS RESPONSIBLE FOR THE PROPER REMOVAL AND
DISPOSAL OF EXISTING AC PIPE WHERE IT IS TO BE REMOVED FOR THE
ADDITION OF THE NEW METER.
4. THE EXISTING FORCEMAIN IS ANTICIPATED TO BE FULL AT THE TIME OF
CONSTRUCTION.IT IS THE CONTRACTORS RESPONSIBILITY TO EMPTY AND
PROPERLY DISPOSE OF ANY OR ALL SANITARY SEWAGE IN THE PIPE TO
COMPLETE THE PROPOSED WORK.
20' 40'
20'
Location:
P:
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\2
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e rp rin ci ng
0/
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:3
AM
P lo tte d by
: G le nn a
W oo d 2/
/2
:5
AM
e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
PE
TO
SK
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ST
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LA
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PE
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Sheet:
C7
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
GLW
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SECTION VIEW 1-1
SECTION VIEW 2-2 SECTION VIEW 4-4 SECTION VIEW 3-3
CRITICAL DUNE NOTES
1. ALL PROPOSED SLOPES TO EXISTING SHALL NOT EXCEED 1:3 (33%).
2. NATIVE GRASS WILL BE PLANTED TO REPLACE NATIVE GRASS REMOVED DUE TO
CONSTRUCTION OF UTILITIES.
3. A MINIMUM OF 3 YEARS OF MONITORING BY THE CONTRACTOR IS REQUIRED TO
ENSURE SUCCESS OF THE PLANTINGS AND THE STABILIZATION OF THE SITE.
4. IN THE BACKDUNE AREA, NEAR THE BOULDER WALL, SUGGESTED PLANTINGS
INCLUDE: GRASSES, HERBS, AND SHRUBS IN THE COMMON NATIVE PLANTS DUNES
LIST.
5. CONTRACTOR IS TO PROVIDE THE ENGINEER WITH A COMPLETE LIST OF
PLANTINGS AND LOCATIONS FOR APPROVAL IN THE SANITATION STATION AREA.
6. TEMPORARY SOIL EROSION MEASURES SHALL BE PLACED BEFORE
CONSTRUCTION AND INCLUDE STAGING, SILT FENCING, TEMPORARY SEEDING,
EROSION CONTROL BLANKETS, AND STRAW CHECK DAMS.
Location:
\2
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P lo tte d by : G le nn a W oo d
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AM
e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
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Sheet:
C8
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
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P lo tte d by : G le nn a W oo d
2/
/2
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AM
e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
PE
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C10
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
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STANDARD M.D.O.T. "E2"
CONCRETE CURB & GUTTER DETAIL
NOT TO SCALE
Location:
P:
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\2
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P lo tte d by : G le nn a W oo d
2/
/2
:5
AM
e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
PE
TO
SK
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C10
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
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TYPICAL PAVING SECTIONS
NOT TO SCALE
TYPICAL BOULDER WALL DETAIL
NOT TO SCALE
SANITARY MANHOLE DETAIL
NOT TO SCALE
PERMANENT BOLLARD DETAIL
NOT TO SCALE
DUMP STATION ISLAND CROSS SECTION
NOT TO SCALE
DROP SANITARY MANHOLE DETAIL
NOT TO SCALE
SIDEWALK SECTION
NOT TO SCALE
METERING MANHOLE DETAIL
NOT TO SCALE
PLAN VIEW
WYE INSTALLATION PROFILE
NOT TO SCALE
WYE INSTALLATION PLAN
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P lo tte d by
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:5
AM
e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
PE
TO
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Sheet:
C11
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
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SANITATION ISLAND PLAN
SANITATION ISLAND PLAN - TWO SANITARY DRAINS
NOT TO SCALE
SECTION A-A
NOT TO SCALE
SANITARY HATCH COVER
NOT TO SCALE
SECTION C-C
NOT TO SCALE
SECTION B-B
NOT TO SCALE
AIR SNIFFER & BALL VALVES
NOT TO SCALE
WATER TOWER DETAILS
NOT TO SCALE
TRENCH DETAIL
MM
EXT'G
PANEL #B
SERVICE
DISC. SW.
60A/50AF
EXT'G
PANELS
#A1 & #A2
SERVICE
DISC. SW.
400A/250AF
EXT'G PANEL #B
120/240V-1Ø-3W
50A/2P MCB
EXT'G PANEL #A1
120/240V-1Ø-3W
150A/2P MCB
EXT'G PANEL #A2
120/240V-1Ø-3W
100A/2P MCB
EXT'G 3#6,1-1/2"C
TO REMAIN
EXT'G 3#350,3"C
TO REMAIN
EXT'G PAD MOUNT
UTILITY TRANSFORMER
TO EXT'G G.E.C.
TO REMAIN
EXT'G WIREWAY
EXT'G ELECTRIC METER #30 703 911
(21.276 KW-88.65A PEAK DEMAND)
EXT'G ELECTRIC METER #62 153 674
(8.072 KW-33.63A PEAK DEMAND)
PUMP-2
1 HP
230V-1Ø
8 FLA
PUMP-1
1 HP
230V-1Ø
8 FLA
J
J-BOX AND LOCATION
FOR SEAL-OFFS FOR
EXPLOSION-PROOF/
HAZARDOUS/CLASSIFIED
MANUFACTURER
CABLES THIS SIDE
OF JUNCTION BOX.
FIVE (5) 3#18 AWG CABLES
(BLACK, WHITE, RED), 1" GRS
FOR WET WELL FLOATS
ELECTRICAL INSTALLATION
NEW 2#10,
1#10 E.G.C., 1" GRS
LIFT STATION
CONTROL PANEL
PAVILION MECHANICAL
ROOM
CONCESSIONS
NEW 3#10, 1#10
E.G.C., 3/4"C
Location:
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8:
A
M e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
PE
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Sheet:
E0
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
JAV
CC
JAV
11/9/23 07/15/2024
Know what's below.
before you dig.Call
R
WIRE SIZE REQUIREMENTS
WIRES FOR RUNS OVER 100'-0" SHALL BE DETERMINED ON THIS
LENGTH OF RUN - FROM PANEL TO FIRST CONNECTION - FEET
NOTE:
BASED ON A MAXIMUM OF 3.6-VOLT DROP (3%) ON 120V CIRCUITS.
#12
#12
#10
#12
#10
#10
CIRCUIT AMPS
AMPS
BRANCH
50' 60'
#10
#10
#8
#12
#10
#8
#10
#10
#8
#8
#6
#10 #10
#8
#6
90'
A MAXIMUM OF A 3% DROP ALLOWED.
70' 80' 100' 110'
#10
#8
#6
#8
#8
#6
120' 130'
SYMBOL NOTESDESCRIPTION
ELECTRICAL SYMBOL LEGEND
SINGLE-PHASE FUSED OR NON-FUSED DISCONNECT
SINGLE-PHASE MANUAL STARTER OR COMB. DISC./STARTER
SINGLE-PHASE MOTOR, AS SPECIFIED
VIF VERIFY IN FIELD
OFCI OWNER FURNISHED,
ABBREVIATIONS
C/B, CB
C
EC
A
DWG
GFI
GEC
AMPERES
CIRCUIT BREAKER
CONDUIT
ELECTRICAL CONTRACTOR
DRAWING
CIRCUIT INTERRUPTER
GROUND FAULT
CONDUCTOR
GROUNDING ELECTRODE
EGC CONDUCTOR
EQUIPMENT GROUNDING
AFG ABOVE FINISH GRADE
KCMIL THOUSAND CIRCULAR MILS
KVA KILOVOLT-AMPERES
KW KILOWATTS
MC MECHANICAL CONTRACTOR
MCB MAIN CIRCUIT BREAKER
MDP MAIN DISTRIBUTION PANEL
MLO MAIN LUG ONLY
NTS NOT TO SCALE
RGS RIGID GALVANIZED STEEL
UON UNLESS OTHERWISE NOTED
V VOLT
VFD VARIABLE FREQUENCY DRIVE
WP WEATHERPROOF
XFMR TRANSFORMER
P PUMP
PNL PANEL
PS PRIMARY SWITCH
PT PRIMARY TRANSFORMER
G GROUND
EMT ELECTRICAL METALLIC TUBING
PVC POLYVINYL CHLORIDE
1-21 PANEL 1, CIRCUIT 21
E-R EXISTING TO BE RELOCATED
E EXISTING TO REMAIN
UGRD UNDERGROUND
CONTRACTOR INSTALLED
EXT EXTERIOR
REFER TO SPECIFICATIONS AND ONE-LINE DIAGRAM.1Ø PANEL
DEMOLITION HATCH
NEC NATIONAL ELECTRIC CODE
ELECTRICAL SPECIFICATIONS
1. PRIOR TO SUBMITTING A PROPOSAL, BIDDER SHALL HAVE VISITED THE CONSTRUCTION SITE. HE SHALL BE FAMILIAR WITH THE EXISTING CONDITIONS UNDER WHICH HE WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAY AFFECT THE WORK
UNDER THIS CONTRACT. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON HIS PART.
2. ELECTRICAL WORK SHALL COMPLY WITH THE LATEST ENFORCEABLE EDITION OF THE N.E.C., LOCAL AND STATE CODES, ORDINANCES, REGULATIONS, INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), AND ADA GUIDELINES WITH
THE LOCAL CODE AUTHORITIES HAVING JURISDICTION.
3. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY ALL FEES, AND ARRANGE FOR ALL INSPECTION FOR HIS WORK. AT THE COMPLETION OF ELECTRICAL WORK, THE ELECTRICAL CONTRACTOR SHALL FURNISH THE OWNER WITH ALL
CERTIFICATES OF FINAL INSPECTION AND APPROVALS. UTILITY COSTS ASSOCIATED WITH BRINGING POWER TO THE SITE SHALL BE PAID FOR BY THE OWNER.
4. THE CONTRACTOR SHALL EMPLOY QUALIFIED AND EXPERIENCED WORKMEN FOR THIS WORK.
5. DRAWINGS ARE DIAGRAMMATIC ONLY!!! THEY SHOW OBSERVATIONS FROM CASUAL FIELD INVESTIGATIONS AND EXISTING DRAWINGS. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND MOUNTING LOCATIONS. NOTIFY THE
ARCHITECT/ENGINEER IF ANY DISCREPANCIES ARE FOUND THAT AFFECT THE WORK TO BE PERFORMED, PRIOR TO PROCEEDING.
6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL WORK WITH EXISTING SYSTEMS IN AN "AS FOUND" CONDITION.
7. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT ELECTRIC UTILITY COMPANIES SERVICE POINTS AND PRIMARY SERVICE CONDUIT, ROUTING, AND SIZE WITH UTILITY COMPANY SERVICE PLANNERS/ENGINEERS PRIOR TO BEGINNING WORK.
ELECTRICAL CONTRACTOR SHALL COORDINATE ALL NEW ELECTRICAL UNDERGROUND WORK WITH EXISTING AND NEW UTILITIES PRIOR TO INSTALLATION. CONTACT MISS-DIG AT '811'.
8. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH LOCAL UTILITY COMPANY. FAULT CURRENT WAS NOT AVAILABLE AT THE TIME OF DESIGN. FOR PURPOSES OF BIDDING, ASSUME ALL CIRCUITBREAKERS TO BE 10,000
A.I.C. RATED.
9. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK INSTALLED UNDER HIS CONTRACT TO BE FREE FROM DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE BUILDING BY THE OWNER.
SHOULD DEFECTS OCCUR WITHIN THIS PERIOD, REPAIR AND/OR REPLACE DEFECTIVE ITEMS AT NO EXPENSE TO THE OWNER.
10. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING AND/OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK
UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL OPENINGS, REPAIR ALL SURFACES, ETC. AS REQUIRED.
11. CUTTING AND/OR PATCHING THAT MAY BE REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL SYSTEM(S) SHALL BE DONE AND/OR REPAIRED BY THE ELECTRICAL CONTRACTOR. NO CUTTING OF THE BUILDING STRUCTURAL SYSTEM
SHALL BE DONE WITHOUT THE WRITTEN CONSENT OF THE OWNER/ENGINEER.
12. CERTAIN REMODELING OF ELECTRICAL FACILITIES WILL BE REQUIRED IN THE EXISTING BUILDING. EXISTING CONDUIT RUNS ARE GENERALLY NOT SHOWN ALTHOUGH AN ATTEMPT HAS BEEN MADE TO SHOW SOME EXISTING CONDITIONS FOR
WHICH THE INFORMATION HAS BEEN TAKEN FROM FIELD OBSERVATIONS OF THIS PROJECT. THE DRAWINGS SHOWING LOCATIONS OF EXISTING EQUIPMENT, OUTLETS, FIXTURES, ETC., IN EXISTING AREAS ARE APPROXIMATE ONLY (FIELD VERIFY). VERIFY ALL EXISTING LOADS AND WIRING - NOTIFY THE ARCHITECT/ENGINEER IF EXISTING CONDITIONS ARE FOUND THAT VIOLATE INSTALLATION OR SAFETY CODES.
13. BRANCH CIRCUITS SHALL BE REUSED WHERE PRACTICAL AND SHALL, IN ADDITION, BE REMODELED AS REQUIRED.
14. EXISTING ELECTRICAL WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION AS REQUIRED AND/OR
DIRECTED. WHERE REQUIRED, SHOWN AND/OR DIRECTED, OUTLETS AND CONDUIT RUNS SHALL BE RELOCATED. IN SOME CASES IT MAY BE NECESSARY TO EXTEND CONDUITS AND PULL IN NEW WIRING, INSTALL JUNCTION BOXES AND SPLICE
IN NEW WIRING, OR REPLACE OLD WIRING WITH NEW.
15. OUTLETS FROM WHICH FIXTURES, SWITCHES, RECEPTACLES, AND/OR OTHER ELECTRICAL DEVICES ARE MOVED AND WHICH ARE NOT REPLACED OR REUSED SHALL BE REMOVED OR, IF IT IS NOT POSSIBLE TO REMOVE, HAVE A BLANK COVER PLACED ON THE OUTLET BOX. WHERE OUTLETS, BOXES, ETC. ARE COMPLETELY REMOVED, THE CONTRACTOR SHALL CUT OFF AND CAP CONDUITS AND REMOVE WIRING.
16. THE ELECTRICAL CONTRACTOR SHALL PERIODICALLY REMOVE FROM THE SITE ALL DEBRIS AND RUBBISH ACCUMULATING AS A RESULT OF THE ELECTRICAL INSTALLATION. UPON COMPLETION OF THE PROJECT, HE SHALL DISPOSE OF ALL DEBRIS AND RUBBISH AND SHALL LEAVE ALL AREAS CLEAN. THE INTERIORS OF ALL CABINETS, PULL BOXES, AND EQUIPMENT ENCLOSURES SHALL BE FREE OF ANY DEBRIS.
17. ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATIONS OF HIS EQUIPMENT AND WORK WITH OTHER BUILDING TRADES, EXISTING AND NEW UTILITIES, AND OTHER UNDERGROUND WORK TO AVOID ANY INTERFERENCES BETWEEN HIS WORK AND THE WORK OF OTHER TRADES. IF ANY DISCREPANCIES OCCUR, CONSULT WITH THE ARCHITECT AND/OR OWNER BEFORE CONTINUING. CONTACT MISSDIG AT '811' AT LEAST 72 HOURS BEFORE ANY EXCAVATING FOR ANY ELECTRICAL WORK
OCCURS.
18. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A MINIMUM OF (2) HOURS OF TRAINING AS NECESSARY TO THE OWNER ON THE ELECT. EQUIP. AND/OR DEVICES.
19. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL OPERATING AND MAINTENANCE INSTRUCTION MANUALS, CERTIFICATES OF INSPECTION, TEST REPORTS, SPARE PARTS, AND RECORD DRAWINGS (AS-BUILTS) TO THE OWNER PRIOR TO
CLOSEOUT. FINAL PAYMENT WILL ONLY BE MADE AFTER THE FINAL PUNCHLIST COMPLETION AND RECEIPT OF THE ABOVE CLOSEOUT DOCUMENTATION.
20. WITHIN THIRTY (30) DAYS AFTER THE ELECTRICAL CONTRACTOR HAS BEEN NOTIFIED TO PROCEED WITH THE WORK, HE SHALL SUBMIT TO THE ARCHITECT/ENGINEER SIX (6) PRINTED HARD COPIES -OR- ONE (1) ELECTRONIC COPY IN PDF FORMAT
OF EACH OF THE FOLLOWING DRAWINGS AND DATA SHEETS FOR APPROVAL. ALL EQUIPMENT FOR WHICH SHOP DRAWINGS ARE BEING SUBMITTED SHALL NOT BE ORDERED UNTIL APPROVED DRAWINGS HAVE BEEN RETURNED. SUCH
SUBMITTALS SHALL INCLUDE:
* CIRCUIT BREAKERS
21. ELECTRICAL JOINTS WILL BE PERMITTED ONLY IN JUNCTION AND OUTLET BOXES. ALL JOINTS SHALL BE FIRMLY BONDED TOGETHER AND TAPED OR SHALL BE MADE WITH MECHANICAL CONNECTORS. NO SPLICES SHALL BE PERFORMED ON LOW
VOLTAGE WIRING OR MANUFACTURER SUPPLIED CABLING.
22. ELECTRICAL MATERIALS SHALL BE NEW, AND BEAR THE "UL" LABEL OR LISTING.
23. BRANCH CIRCUIT WIRE SHALL BE COPPER, RATED 75°C, MINIMUM SIZE #12 AWG, AND BE:
(A) TYPE "THHN", "THWN OR "THWN-2" AND INSTALLED IN CONDUIT (EMT, FOR INDOOR USE AND GRS FOR OUTDOOR USE), MINIMUM SIZE 3/4".
ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE DELIVERED TO PROJECT IN UNBROKEN AND UNDAMAGED CARTONS AND/OR REELS.
ALL NEW BRANCH WIRING SHALL BE COLOR CODED BY THE FOLLOWING VOLTAGE SYSTEMS AND LABELED AT THEIR SOURCE PER 2017 NEC SECTION #210.5:
120/240V-1Ø-4W SYSTEM:
ØA - BLACK
ØB - RED
NEUTRAL - WHITE
E.G.C. - GREEN
24. ALL CONDUIT BELOW GRADE SHALL BE GALVANIZED RIGID CONDUIT. ALL OTHER CONDUIT SHALL BE EMT OR SCH. 40 PVC AS NOTED ON THE PLANS, MINIMUM SIZE 3/4". GALVANIZED RIGID CONDUIT SHALL BE USED IN ALL CLASS 1, DIV. 1& 2
LOCATIONS PER NEC ARTICLES 500, 501, & 502.
25. ALL WORK WITHIN CLASS 1, DIVISION 1 & 2 SHALL COMPLY WITH ARTICLES 500, 501, 502, 511, 514, & 515 OF THE NEC.
26. ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE N.E.C. AND ALL LOCAL CODES. INDIVIDUAL EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED IN ALL CONDUIT.
27. FUSES SHALL BE "UL" LISTED, DUAL-ELEMENT AS MANUFACTURED BY BUSSMAN CO., OR APPROVED EQUAL (200,000 AIC).
28. ALL DISCONNECT SWITCHES SHALL BE 250V, OR 600V HEAVY-DUTY TYPE, NEMA 1, FOR INDOOR USE, AND NEMA 3R FOR OUTDOOR USE BY ABB/GE, EATON/CUTLER-HAMMER OR SQUARE D.
29. ALL NEW EQUIPMENT (DISCONNECTS, VARIABLE FREQUENCY DRIVES (VFDs), ETC.) SHALL BE APPROPRIATELY IDENTIFIED.
ELECTRICAL RISER DIAGRAM
M ELECTRIC METER
SECTION
260000
BASIC
ELECTRICAL
REQUIREMENTS
PROPOSED LIFT STATION
1 HP DUPLEX PUMPS, 240V-1Ø
EXISTING SEPTIC TANK
5,183 GALLONS
EXISTING
SEPTIC FIELD
DAY USE &
CONCESSION
BUILDING
EXT'G ELECTRIC METER #62 153 674 (8.072
KW-33.63A PEAK DEMAND) & MAIN SERVICE
DISCONNECT SWITCH TO EXT'G PANEL #B
(50A/2P MAIN CIRCUIT BREAKER)
EXT'G ELECTRIC METER #30 703 911 (21.276
KW-88.65A PEAK DEMAND) & MAIN SERVICE
DISCONNECT SWITCH TO EXT'G PANEL #A1
(150A/2P MAIN CIRCUIT BREAKER) & EXT'G PANEL
#A2 (100A/2P MAIN CIRCUIT BREAKER)
EXT'G PANEL
#A1 (150A/2P
MAIN CIRCUIT
BREAKER) &
EXT'G PANEL
#A2 (100A/2P
MAIN CIRCUIT
BREAKER)
EXT'G PANEL #B
(50A/2P MAIN
CIRCUIT
BREAKER)
LIFT STATION CONTROL
PANEL INSTALLED IN
MECHANICAL/ELECTRICAL
ROOM ADJACENT TO EXT'G
PANEL #B. CONFIRM
EXACT LOCATION IN THE
FIELD.
3#10, 1#10 E.G.C., 3/4"C TO
EXT'G PANEL #A1
Location:
H :\B
U
SI
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M e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
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Sheet:
E1
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
JAV
CC
JAV
11/9/23 07/15/2024
Know what's below.
before you dig.Call
R
0'
1" = SCALE
10' 20'
10'
NORTHLIFT STATION SITE PLAN
SCALE: 1" = 10'
INSTALL NEW METER TRANSMITTER/
CONVERTER ON A UNI-STRUT
EQUIPMENT RACK NEAR THE LIFT
STATION. MOUNT THE METER
TRANSMITTER/CONVERTER IN A NEMA 4X
LOCKABLE ENCLOSURE WITH A CLEAR
FRONT FACE.
PROVIDE AND INSTALL 2#12, 1#12 E.G.C.,
1/2"C FROM A NEW 20A/1P CIRCUIT
BREAKER INSTALLED IN THE EXISTING
LIFT STATION CONTROL PANEL TO THE
METER TRANSMITTER/ CONVERTER, AND
2#20 AWG TWISTED SHIELDED PAIR, 1"C
FROM THE METER
TRANSMITTER/CONVERTER TO THE
METER.
NEW METERING MANHOLE.
BUILDING
ELEC.
CABINET.
LIFT
STATION
EXISTING LIFT STATION SITE PLAN
SCALE: 1" = 10'
Location:
H :\B
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PM
e n g i n e e r i n g s c i e n c e s , i n c .
Project Number:
Checked By:
Drawn By:
Date Surveyed:
Scale:
Date Issued:
Designed By:
Original sheet size is 22x34
D at e N o.
By
R ev is io n
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
2023598001
PE
TO
SK
EY
S
TA
TE
P
A R
K
SA
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Sheet:
E2
SECTIONS 22 & 27
T 35 N, R 05 W
CITY OF PETOSKEY
EMMET COUNTY
MICHIGAN
AS NOTED
JAV
CC
JAV
11/9/23 07/15/2024
.1 5.
LA
R
A Pl an R ev ie w ja v
Know what's below.
before you dig.Call
R
0'
1" = SCALE
10' 20'
10'
N O R
TH
ELECTRICAL EQUIPMENT RACK DETAIL
FINISHED GRADE
TBD
NEW UNISTRUT EQUIPMENT RACK
PROVIDED BY E.C.
CONCRETE BASE
METER
TRANSMITTER/
CONVERTER
ENCLOSURE
TBD
UNI-STRUT BACK-TO
1-5/8" GALVANIZED
1-5/8" GALVANIZED
UNI-STRUT (TYPICAL)
BACK
BASE (TYP.)
CONCRETE
1-5/8" GALVANIZED
UNI-STRUT (TYPICAL)
TBD
TBD
TBD
NO SCALE
| Sheets and Views |
| C0 COVER PETOSKEY STATE PARK |
| C1 EXISTING & DEMOLITION PLAN STA. 0+00 TO 11+00 |
| C2 EXISTING & DEMOLITION PLAN STA. 21+00 TO 26+00 |
| C3 BEACH LIFT STATION |
| C4 SEWER STA. 0+00 TO 10+50 |
| C5 SEWER STA. 10+50 TO 21+00 |
| C6 SEWER STA. 21+00 TO 26+00 |
| C7 PARK DUMP STATION PLAN |
| C8 SOIL EROSION DETAILS |
| C9 SOIL BORING LOGS |
| C10 DETAILS |
| C11 DETAILS |
| Sheets and Views |
| SEbase-PSPLS-E0 |
| SEbase-PSPLS-E1 |
| Sheets and Views |
| SEbase-PSPLS-E2 |
| Sheets and Views |
| C0 COVER PETOSKEY STATE PARK |
File details come from the government source that posted it. Updated .