19103 Plans 2.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ 171 200000000098 2
- Issued by
- Shiawassee County, L'anse Village, Michigan
About this file
This is a civil engineering plan document for the State of Michigan's Department of Technology, Management and Budget, specifically for Sleepy Hollow State Park Electrical Improvements project. The document, prepared by NF Engineers (Civil Engineers, Land Surveyors, Land Planners located in Pontiac, Michigan), presents comprehensive site plans for the North Campground improvement project designated as project number 25350. The project is divided into three distinct areas and includes construction of ADA-compliant camper pads with electrical pedestals, drainage improvements, and associated site work. The plans indicate design phases completed at 50% on April 24, 2019, and 90% on November 18, 2019, with bid documents issued on January 10, 2020. The scope encompasses installation of approximately 100 individual electric pedestals serving campsites, concrete pad construction (6 inches reinforced with wire mesh), asphalt and gravel pathway repairs, culvert installation and removal, tree removal and clearing, and coordination with existing utility infrastructure including water mains, sanitary sewer lines, and Consumers Energy electrical conduit.
The project requires coordination of multiple site systems including drainage swales, ditches, and culvert work to establish positive drainage throughout the campground. Specific construction details establish ADA accessibility standards with concrete surface slopes between 1% and 1.6%, operational parts positioned between 15 and 48 inches from ground level, and camper pad dimensions of 30 feet by 32 feet with 16-foot extensions. The electrical infrastructure utilizes varying conductor sizes (#3/0, #2/0, #1/0, #2, and #1 designations) based on individual pedestal locations. The plans note that utilities shown are based on partial survey data and historical information, with contractors required to employ utility location services to identify potential conflicts. A deductive alternate for asphalt placement is included, with provisions to eliminate HMA layers upon owner selection, substituting 21AA aggregate base as the top of pavement surface.
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Other files
| File | Type | Posted |
|---|---|---|
| 19103 Plans 4.pdf | ||
| 19103 Specifications.pdf | ||
| 19103 Plans 1.pdf | ||
| Advertisement 19103.pdf | ||
| 19103 Plans 3.pdf | ||
| Addendum No. 1.pdf |
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LEGEND
TYPICAL ADA CAMPER PAD
SCALE: NTS
32'
16'
16'
V A
R I E
S
EX. EDGE
OF ROAD
PROPOSED ELECTRIC
PEDESTAL
ALL CONCRETE SURFACE
SLOPES TO BE BETWEEN 1% -
1.6% FOR ADA ACCESSIBILTY
ALL OPERABLE PARTS
MUST BE BETWEEN 15"
AND 48" FROM THE
GROUND.
2' BITUMINOUS BUTT JOINT.
5' MINIMUM
(MAY BE LONGER TO FIT
INSTALLED PEDESTAL)
5' MINIMUM
VARIES (SEE CIVIL
PLANS FOR LIMITS
6" MAXIMUM OFFSET
FROM FACE OF
PEDESTAL TO EDGE OF
CONCRETE. MAKE
ADJUSTMENTS IN
CONCRETE PAD LENGTH
AS MAY BE NECESSARY
TO FIT PEDESTAL.
PROPOSED 6" REINFORCED
CONCRETE CAMPER PAD
EX. UTILITY LINES
TREE INFORMATION
PAVEMENT REPAIRS
4" ASPHALT PAVEMENT REPAIR
ADA PAD DIMENSIONS
PAVING LEGEND
ADA CAMPSITE IMPROVEMENTS
6" CONCRETE SECTION
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
AREA 2
AREA 1
AREA 3
NORTH CAMPGROUND
RADIUS ALONG INSIDE
OR OUTSIDE OF PAD
PER PAD LAYOUT.
+/-10'
TYPICAL EYE-BROW CAMPER PAD
SCALE: NTS
REMOVAL LEGEND
TREE REMOVALS
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ELECTRIC PEDESTAL -17/15
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ELECTRIC PEDESTAL -13/11
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ELECTRIC PEDESTAL -9/7
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ELECTRIC PEDESTAL -5/3
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ELECTRIC PEDESTAL-1
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ELECTRIC PEDESTAL -2/54/4/52
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ELECTRIC PEDESTAL -6/50/8/48
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ELECTRIC PEDESTAL -10/46/12/44
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ELECTRIC PEDESTAL -14/42/16/41
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ELECTRIC PEDESTAL -18/40/19/38
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ELECTRIC PEDESTAL -20/36/21/34
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ELECTRIC PEDESTAL -22/32/26/30
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ELECTRIC PEDESTAL -25/27
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ELECTRIC PEDESTAL -33/75/31/76
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ELECTRIC PEDESTAL -37/71/35/73
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ELECTRIC PEDESTAL -67/39/69
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ELECTRIC PEDESTAL -49/59/47/61
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ELECTRIC PEDESTAL -53/55/51/57
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ELECTRIC PEDESTAL -56/100/58/99
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ELECTRIC PEDESTAL -60/98/62/96
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ELECTRIC PEDESTAL -68/90/70/88
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ELECTRIC PEDESTAL -72/86
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ELECTRIC PEDESTAL -74/84/78/82
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ELECTRIC PEDESTAL -95/97
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CLEARING (OLD PLAYGROUND)
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GRAVEL
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ASPHALT
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ELEC
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GRAVEL
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KIOSK
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NORTH BATHROOM
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ELECTRIC PEDESTAL -45/63/43/65
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GRAVEL
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ELEC
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EX. JUG FILLER
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EX. JUG FILLER
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PROPANE TANK
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EX. JUG FILLER
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WOOD BRIDGE
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WATER WELL
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4X4 POST
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6" N12 PIPE
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FIREPIT
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TREE LINE (TYP.)
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CLEARED PATHWAY
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CLEARED PATHWAY
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ELECTRIC CABINET
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TREE LINE (TYP.)
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WATER SPOUT
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12" CMP PIPE
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END SECTION INV 811.63
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END SECTION INV 811.74
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CONSUMERS ENERGY PRIMARY ELEC CONDUIT (APPROX. LOCATION)
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6" SAN. SEWER
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SAN. MH
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SAN. MH
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2" WATER MAIN (PER RECORDS)
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PROPOSED USABLE AREA
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SAWCUT AND REMOVE EDGE OF PAVEMENT TO PROVIDE 2 FT. BUTT JOINT (TYP.)
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AutoCAD SHX Text SEE ELECTRICAL PLANS FOR THE REQUIRED DEMOLITION OF ALL EXISTING ELECTRICAL INFRASTRUCTURE.
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REMOVE CULVERT
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EXCAVATION/GRADING LIMITS AND CLEARING/GRUBBING FOR DRAINAGE IMPROVEMENTS
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INSTALL 12" CMP CULVERT WITH STD. END SECTIONS
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INSTALL 12" CMP CULVERT WITH STD. END SECTIONS
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REMOVE CULVERT
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INSTALL 12" CMP CULVERT WITH STD. END SECTIONS
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INSTALL GRAVEL/LIMESTONE FINES PATHWAY
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SAWCUT, REMOVE AND REPLACE ASPHALT PAVEMENT
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SAWCUT, REMOVE AND REPLACE ASPHALT PAVEMENT
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INSTALL 6" N-12 CULVERT
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REMOVE CULVERT
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SAWCUT, REMOVE AND REPLACE ASPHALT PAVEMENT
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EXCAVATION/GRADING AND CLEARING/GRUBBING LIMITS FOR DRAINAGE IMPROVEMENT
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NF
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ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
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NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
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NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
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ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text
NF
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text
EXISTING BURIED CABLES
AutoCAD SHX Text
SIGN
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LIGHT POLE
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OVERHEAD LINES
AutoCAD SHX Text
EXISTING STORM SEWER
AutoCAD SHX Text
EX. R.Y. CATCH BASIN
AutoCAD SHX Text
EXISTING GAS MAIN
AutoCAD SHX Text
EXISTING SAN. CLEAN OUT
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GUY POLE
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UTILITY POLE
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GUY WIRE
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CATCH BASIN
AutoCAD SHX Text
MANHOLE
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EXISTING SANITARY SEWER
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text S
AutoCAD SHX Text
EXISTING WATER MAIN
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HYDRANT
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GATE VALVE
AutoCAD SHX Text
SCALE 1" = 40'
AutoCAD SHX Text 0'
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text UTILITIES HAVE BEEN SHOWN BASED UPON PARTIAL SURVEY DATA AND HISTORICAL INFORMATION PROVIDED BY THE OWNER. NFE CANNOT GUARANTEE THE EXACT OF BELOW GRADE UTILITIES (STORM, SANITARY WATER MAIN OR ELECTRICAL LINES). THE CONTRACTOR SHALL EMPLOY, AS NEEDED, A UTILITY LOCATION SERVICE TO PROVIDE THE LOCATION OF ANY UTILITIES THEY FELL WILL CONFLICT WITH THE PROPOSED INSTALLATIONS.
AutoCAD SHX Text A TREE SURVEY WAS NOT COMPLETED FOR THIS PROJECT. THE CONTRACTOR SHALL REVIEW THE SITE, IN AREAS OF PROPOSED IMPROVEMENTS, TO DETERMINE THE AMOUNT OF CLEARING REQUIRED FOR INSTALLATIONS.
AutoCAD SHX Text ALL PAVEMENT CUTS OF EXISTING HMA AS A PART OF ELECTRICAL INFRASTRUCTURE INSTALLATION SHALL BE REPAIRED ACCORDING TO THE HMA REPAIR DETAIL, UNLESS OTHERWISE APPROVED BY THE ENGINEER..
AutoCAD SHX Text 6"
AutoCAD SHX Text 2"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text M.D.O.T. No. 5E1, 20AA
AutoCAD SHX Text
6" AGGREGATE BASE, 21AA
AutoCAD SHX Text M.D.O.T. No. 4E1, 20AA
AutoCAD SHX Text
BOND COAT - SS IH 0.10 GAL/SQ.YD.
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text PROVIDED DIMENSIONS ARE SHOWN TO DELINEATE REQUIRED MINIMUM AREAS AND THE RELATIONSHIP TO THE ELECTRICAL CONNECTION. CONTRACTOR SHALL INSTALL PROPOSED CONCRETE AS OUTLINED ON EACH INDIVIDUAL CAMPSITE.
AutoCAD SHX Text
PROPOSED CONCRETE PAVEMENT
AutoCAD SHX Text
PROPOSED ASPHALT PAVEMENT
AutoCAD SHX Text TYPICAL WORK SHALL INCLUDE CLEARING/GRUBBING, GRADING AND EARTHWORK NECESSARY TO INSTALL THE PROPOSED CONCRETE CAMP PAD AND USE AREA; INSTALLATION OF THE 6" REINFORCED CONCRETE PAD / USE AREA AND RESTORATION.
AutoCAD SHX Text
PROOF-ROLLED SUB BASE
AutoCAD SHX Text
M.D.O.T. 21AA
AutoCAD SHX Text
WIDTH AS CALLED FOR ON PLANS
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"x6" #10/#10 WWF EPOXY COATED
AutoCAD SHX Text
WIRE MESH REINFORCEMENT
AutoCAD SHX Text
CRUSHED CONCRETE
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
KEY MAP N.T.S.
AutoCAD SHX Text
NF
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text
PROPOSED 4" ASPHALT PAVEMENT
AutoCAD SHX Text
PROPOSED 2' BITUMINOUS BUTT JOINT
AutoCAD SHX Text 3'
AutoCAD SHX Text 8'
AutoCAD SHX Text
PROPOSED 6" GRAVEL PAD COORDINATED WITH LOCATION OF PEDESTAL
AutoCAD SHX Text
ELECTRIC PEDESTAL
AutoCAD SHX Text
EDGE OF ROAD
AutoCAD SHX Text
REMOVE PAVEMENT
AutoCAD SHX Text ALL TREES WITHIN 3' OF ALL PROPOSED AGGREGATE PLACEMENT FOR CAMPSITES AND ALL USABLE AREAS SHALL BE REMOVED AS PART OF THE BASE BID CONTRACT..
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File details come from the government source that posted it. Updated .