Bid Plans - Harrietta SFH Pavement Repair 751-21034 230403.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ - 171 - 230000000392
- Issued by
- Wexford County, Michigan
About this file
This document is a set of bid plans for the Harrietta SFH Pavement Repair project, a state and local contract opportunity managed by the Michigan Department of Natural Resources and the Michigan Department of Technology, Management and Budget. The plans detail the proposed asphalt repair and repaving work at the Harrietta State Fish Hatchery in Wexford County, Michigan. The work includes removing and replacing sections of pavement, installing curb and gutter, adjusting drainage structures, and crack sealing and sealcoating existing pavement. The project has a base bid and three alternates. Bids are due by April 7, 2023, and the project is scheduled for completion in April 2023.
The project will be awarded through a competitive bidding process. Pricing details, funding sources, incumbent contractors, and set-asides are not provided. The plans include standard asphalt pavement sections, abandoned raceway excavation details, and a concrete curb and gutter detail. Additional details on the project scope, schedule, and submission requirements can be found in the bid solicitation documentation.
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SLAGLE CREEK
W 28 ROAD
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W 30 ROAD
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SECTION 13 T.22N.-R.12W.,
SLAGLE TOWNSHIP,
WEXFORD COUNTY, MICHIGAN
N
WEXFORD
COUNTY
PROJECT
LOCATION
HARRIETTA STATE FISH
HATCHERY
ASPHALT REPAIR AND
REPAVING
LOCATION MAP
NOT TO SCALE
COVER
BH
BH
SMB
SMB
N/A
- 01 C
PLAN INDEX
DESCRIPTION NO.
COVER 01
NOTES 02
SESC PLAN 03
SESC NOTES AND DETAILS 04
EXISTING CONDITIONS 05
SOIL BORING LOGS 06
WELL FIELD DRIVEWAY REPAIR 07
DEMOLITION PLAN - BASE BID 08
PROPOSED LAYOUT - BASE BID 09
PROPOSED GRADING - BASE BID 10
DEMOLITION PLAN - ALTERNATE 1 11
PROPOSED LAYOUT - ALTERNATE 1 12
PROPOSED GRADING - ALTERNATE 1 13
DEMOLITION PLAN - ALTERNATE 2 14
PROPOSED LAYOUT - ALTERNATE 2 15
PROPOSED GRADING - ALTERNATE 2 16
DEMOLITION PLAN - ALTERNATE 3 17
PROPOSED LAYOUT - ALTERNATE 3 18
PROPOSED GRADING - ALTERNATE 3 19
DETAIL 20
BY MARK
DE. BY:
DR. BY:
STDS.
SCALE
DATE
SHEET
FILE NO.
OF
PROJECT NO.
REVISIONS DATE
CC
SMB ISSUED FOR BIDS 4/7/23
Manistee, MI 49660 302 River Street
MANISTEE OFFICE
www.SpicerGroup.com Tel. 231-794-5620
THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS SPECIFIC
APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH THE
CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER DOES NOT
GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION, DESIGN OR
PURPOSE.
130074SG2021
HARRIETTA STATE FISH HATCHERY
6801 WEST 30 ROAD
HARRIETTTA, MI 49638
APRIL, 2023
CH. BY:
APP. BY:
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- EXISTING ELECTRIC
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- EXISTING CURB & GUTTER
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- PROPOSED UTILITY
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- PROPOSED CURB & GUTTER
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- EXISTING WATER MAIN
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- EXISTING SANITARY SEWER OR FORCEMAIN
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- EXISTING STORM SEWER
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- EXISTING TELEPHONE CABLE
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- EXISTING GAS MAIN
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- EXISTING ROAD CENTERLINE
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%%ULINE TYPE LEGEND
AutoCAD SHX Text BC = BACK OF CURB BM = BENCH MARK C/C = CENTER TO CENTER CB = CATCH BASIN CL = CENTERLINE CJ = CONSTRUCTION JOINT CMP = CORRUGATED METAL PIPE CSP = CORRUGATED STEEL PIPE CONC = CONCRETE DI = DUCTILE IRON PIPE EF = EACH FACE ELEC = ELECTRIC EL OR ELEV = ELEVATION EOM = EDGE OF METAL EOP = EDGE OF PAVEMENT EQ/SP = EQUALLY SPACED ESMT = EASEMENT EW = EACH WAY EX OR EXIST = EXISTING FF = FINISH FLOOR FL = FLOW LINE FS = FINISH SURFACE FG = FINISH GROUND GALV = GALVANIZED G = GUTTER HDG = HOT DIP GALVANIZED HDPE = HIGH DENSITY POLYETHYLENE HP = HIGH POINT HMA = HOT MIX ASPHALT HYD = HYDRANT INV = INVERT LP = LOW POINT OC = ON CENTER OH = OVERHEAD MH = MANHOLE MIN = MINIMUM MON = MONUMENT NFL = NOT FIELD LOCATED NTS = NOT TO SCALE PROP = PROPOSED PVC = POLYVINYL CHLORIDE RCP = REINFORCED CONCRETE PIPE ROW = RIGHT OF WAY SAN = SANITARY SB = SOIL BORING SS = STAINLESS STEEL STA = STATION STM = STORM SWR = SEWER T/B = TOP AND BOTTOM TC = TOP OF CURB TOB = TOP OF BANK TOS = TOE OF SLOPE TELE = TELEPHONE TRW = TOP OF RETAINING WALL TW = TOP OF WALK UNO = UNLESS NOTED OTHERWISE WM = WATER MAIN WS = WATER SURFACE ELEVATION
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%%UABBREVIATIONS
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%%UCONTACTS
AutoCAD SHX Text MICHIGAN DNR - FISHERIES DIVISION ATT: AARON SWITZER SOUTHERN AREA HATCHERY MANAGER EMAIL: switzera1@michigan.gov PHONE: (231) 383-2565 MICHIGAN DTMB ATT: GERALD GREGORSKI PROJECT DIRECTOR PHONE: (231) 557-9043 SPICER GROUP ATT: SHANE BRENNAN PROJECT MANAGER EMAIL:shane.brennan@spicergroup.com PHONE: (517) 243-9695 OWNER PROJECT DIRECTOR ENGINEER
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- MAIL BOX
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- GUY ANCHOR AND POLE
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- LIGHT POLE
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- POWER AND TELEPHONE POLE
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- TELEPHONE POLE
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- POWER POLE
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- TELEPHONE PEDESTAL
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- WATER VALVE
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- GAS VALVE
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- FIRE HYDRANT
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- CURB CATCH BASIN
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- CATCH BASIN
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- MANHOLE
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- FENCE LINE
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- OVERHEAD UTILITY
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- RAILROAD TRACKS
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- STATION LINE
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- LIMITS OF RIGHT OF WAY
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- EASEMENT
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- SILT FENCE
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- TREE LINE
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- EXISTING CONTOURS
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- PROPOSED CONTOURS
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- REVERSE PAN CURB & GUTTER
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%%UPROPOSED SYMBOLS
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- BARRIER FREE PARKING
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- CATCHBASIN
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- WATER VALVE
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- FIRE HYDRANT
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- MANHOLE
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- LIGHT POLES
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- SPOT ELEVATION LABELS
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LABEL
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G = GUTTER
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TW = WALK
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TC = TOP OF CURB
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FS = FINISH SURFACE
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- DRAINAGE FLOW
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- BARRIER FREE PARKING
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- BREAK IN LINE
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- TREE
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- BUSH
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- PINE
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- WETLANDS
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- STUMP
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- SET 1/2" IRON ROD
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- FOUND SURVEY CORNER
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- SOIL BORING
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- AIR CONDITIONING UNIT
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- SATELLITE DISH
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- ANTENNA
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- RAILROAD SIGNAL
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- SPRINKLER
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- TRANSFORMER
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AC
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- ELECTRICAL PEDESTAL
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- WATER METER
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- MONITORING WELL
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- 1/4 SECTION CORNER
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- BENCH MARK
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- TELEPHONE MANHOLE
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- ELECTRIC MANHOLE
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- HAND HOLE
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- EXISTING SIGN-1 POST
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%%UGENERAL NOTES
AutoCAD SHX Text NO WORK SHALL BE PERFORMED BEFORE 7:00 AM OR AFTER 7:00 PM MONDAY THROUGH SATURDAY. NO WORK SHALL HAPPEN ON SUNDAYS OR HOLIDAYS. UNLESS AUTHORIZED BY THE OWNER. CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS PRIOR TO START OF CONSTRUCTION, CONSTRUCTION STAKING AND INSPECTION. CONTRACTOR SHALL MAINTAIN ACCESS FOR MAIL DELIVERY AND GARBAGE PICKUP AT ALL PARCELS. IF THESE SERVICES CANNOT BE PERFORMED CONTRACTOR IS RESPONSIBLE FOR TAKING THE NECESSARY MEASURES TO CARRY THEM OUT. COORDINATE DRIVE CLOSURES AND MAIL BOX RELOCATION WITH LANDOWNERS A MINIMUM OF ONE DAY IN ADVANCE. . CONTRACTOR TO PROVIDE DUST CONTROL AND SWEEP ROADS DAILY. ALL EXCAVATED MATERIAL NOT TO BE REUSED OR DISPOSED OF ON SITE SHALL BE REMOVED FROM SITE. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING MATERIALS ACCORDING TO LOCAL AND STATE REQUIREMENTS. UNDERGROUND UTILITIES/MISS DIG FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, 2013, THE CONTRACTOR SHALL DIAL 1-800-482-7171 OR 811 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. THE EXISTING UTILITIES ON THESE DRAWINGS HAVE BEEN SHOWN ACCORDING TO THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND SHALL NOTIFY THE ENGINEER AS TO WHERE POSSIBLE CONFLICT EXISTS. ALL CONSTRUCTION UNDER EXISTING UTILITIES, INCLUDING HOUSE SERVICES, SHALL BE COMPLETELY BACKFILLED WITH SAND, IN 12" LAYERS, AND COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM UNIT WEIGHT. ANY UTILITIES ENCOUNTERED DURING CONSTRUCTION SHALL BE SUPPORTED, PER THE SPECIFICATIONS OF THE INDIVIDUAL UTILITY COMPANY CLAIMING OWNERSHIP OF THE UTILITY. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES APPROPRIATE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO EARTH-DISTURBING ACTIVITIES. PLACE TURF ESTABLISHMENT ITEMS AS SOON AS POSSIBLE ON POTENTIAL ERODABLE SLOPES AS DIRECTED BY THE ENGINEER. CRITICAL DITCH GRADES SHALL BE PROTECTED WITH EITHER SOD OR SEED/MULCH OR MULCH BLANKET AS DIRECTED BY THE ENGINEER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE AND MAINTAINED UNTIL THE CONTRACT HAS BEEN COMPLETED AND ACCEPTED. MEASURES SHALL ONLY BE PAID FOR ONCE. ALL CATCHBASINS AND SEDIMENTATION TRAP/BASIN SHALL BE CLEANED OUT UPON COMPLETION OF THE PROJECT. CONTRACTOR SHALL CONFORM TO SOIL EROSION AND SEDIMENTATION CONTROL ACT, PART 91 OF ACT 451 OF 1994. PROPERTY OWNERS PROPERTY OWNERS' NAMES, WHERE SHOWN, ARE FOR INFORMATION ONLY, AND THEIR ACCURACY IS NOT GUARANTEED. ADJUSTING MONUMENT BOXES ALL GOVERNMENT CORNERS ON THIS PROJECT SHALL BE PRESERVED, WHETHER SHOWN OR NOT. IT MAY BE NECESSARY TO PLACE OR ADJUST MONUMENT BOXES, AS REQUIRED. TRAFFIC THE CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES. SIGNAGE MUST BE IN ACCORDANCE WITH THE MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SHALL BE COORDINATED WITH THE ENGINEER AND GOVERNING ROAD AGENCY. PERMITS MAY BE REQUIRED. PERMITS PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED BY THE APPROPRIATE AGENCIES. CONSTRUCTION PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF THE APPROPRIATE AGENCIES.
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- EXISTING SIGN-2 POST
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SYMBOL LEGEND EXISTING SYMBOLS
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SB#
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%%USITE DEVELOPMENT NOTES
AutoCAD SHX Text SITE WORK ELECTRIC SERVICE TO BUILDING AND PARKING LOT LIGHTS SHALL BE UNDERGROUND. ALL UTILITY COMPANY SERVICE LINES AND PAD LOCATIONS ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS TO BE COORDINATED WITH UTILITY COMPANY. ALL TRENCHED CONSTRUCTION UNDER GRAVEL, PAVED SURFACES OR UTILITIES SHALL BE BACKFILLED WITH CLASS II SAND OR OTHER APPROVED GRANULAR MATERIAL IN 12" LAYERS AND COMPACTED TO 95% OF ITS MAXIMUM UNIT WEIGHT. UNPAVED AREAS SHALL BE SMOOTHLY GRADED AND THE SURFACE STABILIZED BY SEEDING OR OTHERWISE. THE MAXIMUM DESIRABLE SLOPE IS 3 HORIZONTAL TO 1 VERTICAL UNLESS NOTED OTHERWISE. CONTRACTOR SHALL SAWCUT PAVEMENT AND CURB & GUTTER FOR A CLEAN EDGE TO INSTALL PROPOSED PAVEMENT AND CURB & GUTTER. CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE PATTERN TO ENSURE NO PONDING OF WATER ON ADJACENT EXISTING AND PROPOSED PAVED SURFACES. DIMENSIONS SHOWN ARE GIVEN TO THE BACK OF CURBS AND FACE OF BUILDINGS UNLESS NOTED OTHERWISE.
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THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS
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SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE
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WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER
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DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,
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DESIGN OR PURPOSE.
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DE. BY:
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DR. BY:
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STDS.
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SCALE
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DATE
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CH. BY:
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APP. BY:
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SHEET
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FILE NO.
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OF
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PROJECT NO.
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AutoCAD SHX Text MANISTEE OFFICE 302 River Street Manistee, MI 49660 Tel. 231-794-5620 www.SpicerGroup.com
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BY
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MARK
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REVISIONS
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DATE
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AutoCAD SHX Text HARRIETTA STATE FISH HATCHERY 6801 WEST 30 ROAD HARRIETTTA, MI 49638, MI 49638MI 49638 4963849638
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NOTES
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BH
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BH
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SMB
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SMB
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130074SG2021
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APRIL, 2023
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JDP-134-02-0202
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SMB
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ISSUED FOR BIDS
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CONC. CONC. CONC.
X X X
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STAIRS
WALL
SIGN
CHAINLINK FENCECHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCECHAINLINK FENCE
C/L DITCH
C/L DITCH C/L DITCH
C/L DITCHTOE OF SLOPE
TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOE OF SLOPE
CHAINLINK FENCE
CONC. WALK
CONC.
CONC.
C O
N C
C O
N C
CONC. CONC. CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
C O
N C
CONC.
PROPANE TANKS
CHAINLINK FENCE
ELECT. TRANSFORMER
CONC. CONC.CONC.
ELECT. TRANSFORMER
RAMP
CONC.
FENCE
TOP OF BANK
TOE OF SLOPE
W 30 ROAD
10511051 10
521052 10
10531054 10 54 1056
10521053
1053 1054 10
1056 1056
10571057
BIT. PARKING
BIT. PARKING
BIT.
BIT.
BIT. DRIVE
BIT. PARKING
BIT.
BIT.
BIT.
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFO
ST
ST
E
ST
ST ST
ST
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E
SLAGLE CREEK
SCALE: 1" = 30'
SECTION 13, T.22N.-R.12W.
SLAGLE TOWNSHIP
WEXFORD COUNTY, MICHIGAN
Contour Interval = 1 foot
0 603015
N
BY MARK
DE. BY:
DR. BY:
STDS.
SCALE
DATE
SHEET
FILE NO.
OF
PROJECT NO.
REVISIONS DATE
CC
SMB ISSUED FOR BIDS 4/7/23
Manistee, MI 49660 302 River Street
MANISTEE OFFICE
www.SpicerGroup.com Tel. 231-794-5620
THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS SPECIFIC
APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH THE
CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER DOES NOT
GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION, DESIGN OR
PURPOSE.
130074SG2021
HARRIETTA STATE FISH HATCHERY
6801 WEST 30 ROAD
HARRIETTTA, MI 49638
APRIL, 2023
CH. BY:
APP. BY:
BH
BH
SMB
SMB
- 03
1" = 30' 03 C
PAVEMENT REPAIR
SESC PLAN
T
When bare soil is exposed, temporarily or permanently, to erosive forces from wind and or water on flat areas, mild slopes, grassed waterways and spillways, diversion ditches and dikes, borrow and stockpile areas, and spoil piles.
As a temporary measure used to capture sediment from sheet flow. May also divert small volumes of sheet flow to protected outlets.
P
P
On flat areas, slopes, grassed waterways and spillways, diversion ditches and dikes, borrow and stockpile areas, and spoil piles when areas are subject to raindrop impact, and erosive forces from wind or water.
P
P 1
P P
P
P
P
P
EXISTING RACEWAY BUILDING
EXISTING
BUILDING
EXISTING POLE
BUILDING
AERATION
TANK
AERATION
TANK
EXISTING
BUILDING
EXIS
TIN
G S
ID
EW
ALK
EXISTING POND
±9 5'
7 Storm Drain Inlet Protection Around the entrance to a catch basin or an inlet that will capture runoff from an earth change activity.
T
T
T
T
T
T
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T
DETAILED DRAWINGS AND SPECIFICATIONS ARE
LOCATED IN THE MICHIGAN ASSOCIATION OF COUNTY
DRAIN COMMISSIONERS SOIL EROSION AND
SEDIMENTATION CONTROL AUTHORIZED PUBLIC
AGENCY PROCEDURES MANUAL
SYMBOLOGY FOR INSERTION INTO CONSTRUCTION
DRAWINGS:
= PERMANENT MEASURE
= TEMPORARY MEASURE
P
T
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WHERE USED
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KEY
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SYMBOL
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SESC MEASURE
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AutoCAD SHX Text Seeding
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AutoCAD SHX Text Perimeter Sediment Control Measures (Silt Fence, Straw Wattles, etc.)
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Mulch
X X
XX
X X
X
X
X X
X
X X
X
X
X
X X X X
BY MARK
DE. BY:
DR. BY:
STDS.
SCALE
DATE
SHEET
FILE NO.
OF
PROJECT NO.
REVISIONS DATE
CC
SMB ISSUED FOR BIDS 4/7/23
Manistee, MI 49660 302 River Street
MANISTEE OFFICE
www.SpicerGroup.com Tel. 231-794-5620
THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS SPECIFIC
APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH THE
CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER DOES NOT
GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION, DESIGN OR
PURPOSE.
130074SG2021
HARRIETTA STATE FISH HATCHERY
6801 WEST 30 ROAD
HARRIETTTA, MI 49638
APRIL, 2023
CH. BY:
APP. BY:
BH
BH
SMB
SMB
- 04
N/A 04 C
PAVEMENT REPAIR
SESC NOTES AND DETAILS
36C
15C
WEXFORD COUNTY
SOIL
CLASS SOIL COMPOSITION
15C KALKASKA SAND, 6 TO 18 PERCENT SLOPES
22 TAWAS-ROSCOMMON ASSOCIATION
36C KALKASKA SAND, BANDED SUBSTRATUM, 6 TO 12 PERCENT SLOPE
SOIL EROSION AND
SEDIMENTATION CONTROL NOTES
1. INSTALL AND MAINTAIN ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES IN
ACCORDANCE WITH THE APPROVED PLAN PRIOR TO COMMENCEMENT OF CONSTRUCTION OR MASS
GRADING. ALL SESC MEASURES MUST BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
BELL CREEK DRAIN SESC PLAN AND PROJECT SPECIFICATIONS.
2. SOIL EROSION CONTROL MEASURES MUST BE INSPECTED BY A STATE CERTIFIED INSPECTOR
AFFILIATED WITH THE COUNTY DRAIN COMMISSIONER'S OFFICE PRIOR TO COMMENCEMENT OF
CONSTRUCTION OR MASS GRADING.
3. DAILY INSPECTION AND MAINTENANCE MUST BE MADE TO ENSURE ALL EROSION CONTROL MEASURES ARE FUNCTIONING PROPERLY AND INTACT. NECESSARY REPAIRS MUST BE PERFORMED WITHIN 24
HOURS.
4. ADDITIONAL SOIL EROSION CONTROL MEASURES MUST BE PROVIDED THROUGHOUT CONSTRUCTION
ACTIVITY AS NEEDED AND DETERMINED BY THE APA/ENGINEER. THE SOIL EROSION AND
SEDIMENTATION CONTROL PLAN IS TO BE AMENDED TO INCLUDE ADDITIONAL EROSION CONTROL
MEASURES IMPLEMENTED ON-SITE.
5. SEDIMENT FROM WORK ON THIS SITE IS TO BE CONTAINED ON THE SITE AND IS NOT TO BE ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND
MANMADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES, PONDS, AND WETLANDS.
6. ALL VISUAL TRACKING INCLUDING MUD, DIRT, AND DEBRIS TRACKED ONTO EXISTING ROADWAYS MUST BE IMMEDIATELY REMOVED NO LESS THAN ON A DAILY BASIS BY SCRAPING AND SWEEPING
AND/OR AS DIRECTED BY THE ENGINEER.
7. DUST CONTROL MUST BE EXERCISED AT ALL TIMES DURING THE PROJECT AND AS DIRECTED BY THE
ENGINEER OR APA. APPLY DUST SUPPRESSANT TO SURFACES USING A PRESSURE TYPE WATER
DISTRIBUTOR TRUCK EQUIPPED WITH A SPRAY SYSTEM.
8. ALL PERMANENT SOIL EROSION CONTROL MEASURES MUST BE IN PLACE WITHIN 24 HOURS OF FINAL GRADING (GRADE LISTED ON PLANS), THIS INCLUDES ALL VEGETATIVE STABILIZATION. VEGETATIVE STABILIZATION WILL BE ONGOING. TOPSOIL, FERTILIZER, SEED, POLYMER, SILT STOP (OR EQUAL), MULCH AND OR RIPRAP MUST BE IN PLACE BEFORE PROCEEDING TO THE NEXT WORK AREA. ALL TEMPORARY MEASURES SUCH AS SILT FENCE AND INLET PROTECTION BAGS ARE TO BE REMOVED ONCE PERMANENT SESC MEASURES ARE IN PLACE AND VEGETATION IS ESTABLISHED. REMOVAL OF TEMPORARY MEASURES, FOLLOWING ACCEPTANCE OF THE PROJECT IS THE RESPONSIBILITY OF THE
CONTRACTOR.
9. PRIOR TO WINTER CONSTRUCTION, ALL EXPOSED SOILS MUST BE STABILIZED WITH A COMBINATION OF SILT STOP 705 POLYMER BLEND, NORTH AMERICAN GREEN EROSION CONTROL BLANKETS, MULCH, OR OTHER APPROVED METHOD IF VEGETATION COULD NOT BE ESTABLISHED DURING THE GROWING
SEASON AS DETERMINED BY THE APA OR ENGINEER.
10. WORK AREAS MUST BE STABILIZED WITH TOPSOIL, SEED, FERTILIZER, AND MULCH WITHIN 24 HOURS FOLLOWING CONSTRUCTION. VEGETATIVE STABILIZATION IS ONGOING THROUGHOUT THE PROJECT.
11. ALL SOIL EROSION CONTROL MEASURES MUST BE INSPECTED DAILY, THE STORM WATER OPERATOR IS TO MAKE A WEEKLY INSPECTION OR INSPECT AFTER EACH RAIN EVENT THAT RESULTED IN A
DISCHARGE TO ENSURE PROPER MAINTENANCE OF THE SOIL EROSION CONTROL MEASURES. ANY
DEFICIENCIES OR REPAIRS TO SOIL EROSION CONTROL MEASURES MUST BE CORRECTED
IMMEDIATELY. INLET PROTECTION MEASURES, DANDY BAG II (OR EQUAL), FLEX STORM (OR EQUAL), MUST BE INSTALLED IN CATCHBASINS BEFORE ANY STORMWATER RUNOFF IS ALLOWED TO ENTER
THE TOP OF THE STRUCTURES. THE SILT AND SEDIMENT MUST BE REMOVED FROM INLET
PROTECTION MEASURES AS NEEDED TO ENSURE PROPER FUNCTION OF THE BAGS.
12. THE NEED FOR TEMPORARY MEASURES SUCH AS SILT FENCE AND DANDY BAG II (OR EQUAL), FLEX STORM (OR EQUAL) FOR EXISTING OR NEW CATCHBASINS MUST BE ASSESSED ON A DAILY BASIS.
PIPES ARE TO BE CAPPED AT THE END OF EACH WORKDAY. AT NO TIME SHOULD SEDIMENT COLLECT
IN A CATCHBASIN OR AN OFF-SITE AREA. TEMPORARY MEASURES MUST BE REMOVED ONCE
PERMANENT MEASURES ARE IN PLACE AND VEGETATION IS ESTABLISHED.
13. IF DEWATERING IS NECESSARY, CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE APA FOR
APPROVAL.
14. THE NOTICE OF COVERAGE (IF REQUIRED), SOIL EROSION AND SEDIMENTATION CONTROL PLAN, AND
STORMWATER OPERATOR LOGS MUST BE LOCATED ON SITE AT ALL TIMES.
15. ALL RESTORATION TO OCCUR WITHIN 24 HOURS OF FINAL GRADING.
MAINTENANCE PROGRAM FOR SESC MEASURES
GENERAL MAINTENANCE
· TEMPORARY SESC MEASURES MUST BE INSTALLED, MAINTAINED, AND REMOVED BY THE
CONTRACTOR.
· TEMPORARY MEASURES MUST BE MAINTAINED AND IN PLACE UNTIL AREAS ARE PERMANENTLY
STABILIZED.
· PERMANENT MEASURES MUST BE INSTALLED AND MAINTAINED BY THE CONTRACTOR UNTIL FINAL
COMPLETION.
· DAILY MAINTENANCE IS THE CONTRACTOR'S RESPONSIBILITY.
· TEMPORARY SESC MEASURES MUST BE REMOVED AT THE END OF THE PROJECT ONCE PERMANENT
MEASURES ARE ESTABLISHED.
· TEMPORARY SESC MEASURES MUST BE INSTALLED PRIOR TO OR AT THE TIME OF EARTH
DISTURBANCE.
· INSPECT WEEKLY AND AFTER EACH RAIN EVENT UNTIL VEGETATION HAS BEEN ESTABLISHED.
· IF NECESSARY, REPAIR AND RE-SEED OR REPLANT ERODED AREAS IMMEDIATELY.
SEEDING AND MULCHING
· SEEDING PRACTICES INCLUDE TOPSOIL (AS DIRECTED BY ENGINEER), SEED, POLYMER, AND MULCH OR
MULCH MATTING (AS DIRECTED BY ENGINEER OR WHERE SHOWN ON PLANS).
· WHERE NECESSARY, APPROPRIATE MULCH MUST BE APPLIED BASED ON SLOPE AND GROWING
CONDITIONS AS APPROVED BY THE PROJECT ENGINEER.
· ALL SLOPES AND HIGHLY EROSIVE AREAS MUST BE SEEDED, POLYMER APPLIED AND MULCHED AS
NEEDED WHEN CONSTRUCTION ACTIVITY IS NOT TAKING PLACE.
· SEED AND MULCH IS TO BE INSPECTED DAILY FOLLOWING EACH RAIN EVENT TO DETERMINE IF
CONCENTRATED FLOWS ARE PRESENT.
· IN THE EVENT THAT SEED AND MULCH ARE REMOVED BY EROSIVE RUNOFF, REPAIRS ARE TO BE
MADE IMMEDIATELY.
· ALL AREAS DURING CONSTRUCTION MUST BE PERMANENTLY STABILIZED WITHIN 72 HOURS OF FINAL
GRADE (GRADE LISTED ON PLAN).
SILT FENCE
· SILT FENCE IS TO BE TRENCHED IN NO LESS THAN 6 INCHES BELOW THE GROUND SURFACE.
· INSPECT SILT FENCE DAILY AND IMMEDIATELY FOLLOWING EACH RAINFALL.
· REPAIR WHEN SILT FENCE IS SAGGING OR HAS BEEN REMOVED/TORN DOWN.
· WHEN SILT COLLECTS TO HALF THE HEIGHT OF THE FENCE ALL SILT IS TO BE REMOVED AND FENCE
REPAIRED.
· REMOVE SILT FENCE WHEN PERMANENT SESC MEASURES ARE IN PLACE AND VEGETATION IS
ESTABLISHED.
COMPLIANCE WITH PART 91 OF PA 451
· RESPOND IMMEDIATELY TO STORMWATER OPERATOR AND/OR SOIL EROSION AND SEDIMENTATION
CONTROL INSPECTOR CONCERNS. MAKE CORRECTIVE MEASURES AS REQUIRED IMMEDIATELY AS
DETAILED BY THE APPROVED APA MANUAL(S).
GENERAL TIMING & SEQUENCE
ALL PROPOSED EXCAVATION ACTIVITIES FOR THIS PROJECT MUST ADHERE TO THE
FOLLOWING SEQUENCE.
1. CONTRACTOR TO PREPARE AND SUBMIT A CONSTRUCTION SEQUENCE AND SESC
PLAN PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING SOIL EROSION
AND SEDIMENT CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT.
3. CONTRACTOR IS TO PERFORM PROPOSED EXCAVATION ACTIVITIES REQUIRED TO
OBTAIN PROPOSED GRADES AND SIDE SLOPES AS DESIGNATED ON PLANS.
CONTINUED MAINTENANCE PROGRAM FOR ONSITE PERMANENT SESC MEASURES
AGENCY RESPONSIBLE:MICHIGAN DEPARTMENT OF NATURAL RESOURCES
INSPECTION SCHEDULE:
PERMANENT SESC MEASURE MAINTENANCE PROCEDURE
SEEDING:
INSPECT BMPS MONTHLY DURING FIRST GROWING SEASON AFTER COMPLETION OF CONSTRUCTION OR AS NEEDED. INSPECT A MINIMUM OF THREE TIMES PER GROWING SEASON FOLLOWING THE FIRST GROWING SEASON AND TWICE DURING THE WINTER SEASON.
REPAIR BARE AREAS, APPLYING SUPPLEMENTAL NATIVE PLANTINGS, SEED, MULCH, AND WATER AS NEEDED. MOWING CAN BE USED PERIODICALLY TO
DISCOURAGE WEEDS.
DISTURBANCE/MEASURE
1 1
INSTALL TEMPORARY CONTROL
MEASURES
REMOVALS
BACKFILLING & SITE GRADING
3 6
4 8
TRENCH EXCAVATION
7 11PAVING & RESTORATION
JUNE 1 - OCT 31, 2023
12 12
TOTAL DISTURBED AREA: 2.0 ACRES
REMOVE TEMPORARY CONTROL
MEASURES
WEEK
1-4
WEEK
1-4
WEEK
1-4
END
WEEK
START
WEEK
CONC. CONC. CONC.
X X X
X
XXX
X
X
X X
X
X
X
X
X X
X X
XX
X
X
X
X
X
X
X
X
X
X X
X X X X X X X X X X
X
STAIRS
WALL
SIGN
CHAINLINK FENCECHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCECHAINLINK FENCE
C/L DITCH
C/L DITCH C/L DITCH
C/L DITCHTOE OF SLOPE
TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOE OF SLOPE
CHAINLINK FENCE
CONC. WALK
CONC.
CONC.
C O
N C
C O
N C
CONC. CONC. CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
C O
N C
CONC.
PROPANE TANKS
CHAINLINK FENCE
ELECT. TRANSFORMER
CONC. CONC.CONC.
ELECT. TRANSFORMER
RAMP
CONC.
FENCE
TOP OF BANK
TOE OF SLOPE
W 30 ROAD
10511051 10
521052 10
1054 10 54 10
10521053
1053 1054 10
1056 1056
10571057
BIT. PARKING
BIT. PARKING
BIT.
BIT.
BIT. DRIVE
BIT. PARKING
BIT.
BIT.
BIT.
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFO
SB-B4SB-B3SB-B2SB-B1
SB-B5 SB-B6
ST STORM MANHOLE
CLEANOUT
ST
STORM MANHOLE
E
ST
STORM MANHOLE
STSTORM MANHOLE ST STORM MANHOLE
ST
STORM MANHOLE
ST STORM MANHOLE
ST STORM MANHOLE
ST STORM MANHOLE
TELE PED / RISER
CLEANOUT
ST STORM MANHOLE
ST STORM MANHOLE
E
E
SLAGLE CREEK
SCALE: 1" = 30'
SECTION 13, T.22 N. - R.12 W.
SLAGLE TOWNSHIP
WEXFORD COUNTY, MICHIGAN
Contour Interval = 1 foot
0 603015
N
.0
'27.5'
27.0'
27.0'
31.0'
23.0'
52.5'
33.0'
10.3'
799.0'
5.
0'
10.7'
BY MARK
DE. BY:
DR. BY:
STDS.
SCALE
DATE
SHEET
FILE NO.
OF
PROJECT NO.
REVISIONS DATE
CC
SMB ISSUED FOR BIDS 4/7/23
Manistee, MI 49660 302 River Street
MANISTEE OFFICE
www.SpicerGroup.com Tel. 231-794-5620
THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS SPECIFIC
APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH THE
CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER DOES NOT
GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION, DESIGN OR
PURPOSE.
130074SG2021
HARRIETTA STATE FISH HATCHERY
6801 WEST 30 ROAD
HARRIETTTA, MI 49638
APRIL, 2023
CH. BY:
APP. BY:
BH
BH
SMB
SMB
- 05
1" = 30' 05 C
PAVEMENT REPAIR
EXISTING CONDITIONS
EXISTING RACEWAY BUILDING
EXISTING
BUILDING
EXISTING POLE
BUILDING
AERATION
TANK
AERATION
TANK
EXISTING
BUILDING
EXIS
TIN
G S
ID
EW
ALK
EXISTING POND
BY MARK
DE. BY:
DR. BY:
STDS.
SCALE
DATE
SHEET
FILE NO.
OF
PROJECT NO.
REVISIONS DATE
CC
SMB ISSUED FOR BIDS 4/7/23
Manistee, MI 49660 302 River Street
MANISTEE OFFICE
www.SpicerGroup.com Tel. 231-794-5620
THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS SPECIFIC
APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH THE
CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER DOES NOT
GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION, DESIGN OR
PURPOSE.
130074SG2021
HARRIETTA STATE FISH HATCHERY
6801 WEST 30 ROAD
HARRIETTTA, MI 49638
APRIL, 2023
CH. BY:
APP. BY:
BH
BH
SMB
SMB
- 06
N/A 06 C
PAVEMENT REPAIR
SOIL BORING LOGS
BORING B 1
BORING DEPTH: 6.5 FEET
PROJECT NAME: Harrietta Fisheries Station
CLIENT: Spicer Group
DATE STARTED: 5/11/21
DRILLER: JC (GLD)
PROJECT NUMBER: 086660.00
COMPLETED: 5/11/21
RIG NO.: CME 75-Truck
PROJECT LOCATION: Slagle Township, Michigan
BORING METHOD: Solid-stem Augers
LOGGED BY: NBS
DRY DENSITY
(pcf) --
HAMMER
EFFICIENCY: 60%
DATE:
N60
ELEVATION: 1052± FT
PROFILE DESCRIPTION
0.2 2 1/2-inches of ASPHALT
PAVEMENT
1051.8
Cobbles encountered from 0.2 to 6.3 feet.
SB1
FILL- Fine to Medium SAND with Gravel- Occasional Crushed Concrete and Asphalt Fragments- Brown- Moist to Wet- Loose to Medium Dense (SP)
SB2
50+
SB3
6.5
END OF BORING AT 6.5 FEET.
1045.5 Auger refusal at 6.5 feet.
3 50/3"
10 20 30 40
90 100 110 120
MOISTURE &
ATTERBERG
LIMITS (%)
PL MC LL
10 20 30 40
UNC. COMP.
VANE SHEAR (REM)
VANE SHEAR (PK)
SHEAR
TRIAXIAL (UU)
STRENGTH (KSF)
1 2 3 4 REMARKS
CHECKED BY: ATB
TORVANE SHEAR
HAND PENE.
GROUNDWATER & BACKFILL INFORMATION
DURING BORING:
AT END OF BORING:
CAVE-IN OF BOREHOLE AT:
BACKFILL METHOD:
Note 4
DEPTH (FT) ELEV (FT)
2.0 1050.0
1.8 1050.2
Auger Cuttings & Asphalt Cold Patch
NOTES: 1. The indicated stratification lines are approximate. The in-situ transitions between materials may be gradual.
2. The colors depicted on the symbolic profile are solely for visualization purposes and do not necessarily represent the in-situ colors encountered.
3. No hammer efficiency data was available, and the graphic output illustrates the field measured blow counts.
4. Groundwater was not encountered above borehole cave-in depth upon auger removal.
7/
/2
3:
:0
PM
EL
EV
AT
IO
N (F
EE
T)
D
EP
TH
(F
EE
T)
SY
M
BO
LI
C
PR
O
FI
LE
SA
MP
LE
T
YP
E/
NO
IN
TE
RV
AL
RE
CO
VE
RY
LE
NG
TH
(I
NC
HE
S)
SP
T
BL
OW
S
PE
R
SI
X
IN
CH
ES
BORING B 2
BORING DEPTH: 3.5 FEET
PROJECT NAME: Harrietta Fisheries Station
CLIENT: Spicer Group
DATE STARTED: 5/11/21
DRILLER: JC (GLD)
PROJECT NUMBER: 086660.00
COMPLETED: 5/11/21
RIG NO.: CME 75-Truck
PROJECT LOCATION: Slagle Township, Michigan
BORING METHOD: Solid-stem Augers
LOGGED BY: NBS
DRY DENSITY
(pcf) --
HAMMER
EFFICIENCY: 60%
DATE:
N60
ELEVATION: 1053± FT
PROFILE DESCRIPTION
0.2 2-inches of ASPHALT PAVEMENT
FILL- GRAVEL
1.5
3.5
END OF BORING AT 3.5 FEET.
FILL- Fine to Medium SAND with Gravel- Occasional Crushed Concrete Fragments- Brown- Moist to Wet- Loose (SP)
1049.5 Auger refusal at 3.5 feet.
1052.8
1051.5
SB1 0
No Sample recovery at Sample SB1. Driller submitted an auger sample for classification purposes.
Cobbles encountered from 0.2 to 3.5 feet.
10 20 30 40
90 100 110 120
MOISTURE &
ATTERBERG
LIMITS (%)
PL MC LL
10 20 30 40
UNC. COMP.
VANE SHEAR (REM)
VANE SHEAR (PK)
SHEAR
TRIAXIAL (UU)
STRENGTH (KSF)
1 2 3 4 REMARKS
CHECKED BY: ATB
TORVANE SHEAR
HAND PENE.
GROUNDWATER & BACKFILL INFORMATION
DURING BORING:
AT END OF BORING: Note 4
DEPTH (FT) ELEV (FT)
3.0 1050.0
BACKFILL METHOD: Auger Cuttings & Asphalt Cold Patch
NOTES: 1. The indicated stratification lines are approximate. The in-situ transitions between materials may be gradual.
2. The colors depicted on the symbolic profile are solely for visualization purposes and do not necessarily represent the in-situ colors encountered.
3. No hammer efficiency data was available, and the graphic output illustrates the field measured blow counts.
4. Groundwater was not encountered above the borehole cave-in depth upon auger removal.
7/
/2
3:
:0
PM
EL
EV
AT
IO
N (F
EE
T)
D
EP
TH
(F
EE
T)
SY
M
BO
LI
C
PR
O
FI
LE
SA
MP
LE
T
YP
E/
NO
IN
TE
RV
AL
RE
CO
VE
RY
LE
NG
TH
(I
NC
HE
S)
SP
T
BL
OW
S
PE
R
SI
X
IN
CH
ES
BORING B 3
BORING DEPTH: 3.2 FEET
PROJECT NAME: Harrietta Fisheries Station
CLIENT: Spicer Group
DATE STARTED: 5/11/21
DRILLER: JC (GLD)
PROJECT NUMBER: 086660.00
COMPLETED: 5/11/21
RIG NO.: CME 75-Truck
PROJECT LOCATION: Slagle Township, Michigan
BORING METHOD: Solid-stem Augers
LOGGED BY: NBS
DRY DENSITY
(pcf) --
HAMMER
EFFICIENCY: 60%
DATE:
N60
ELEVATION: 1055± FT
PROFILE DESCRIPTION
1055 0
0.2 2-inches of ASPHALT PAVEMENT 1054.8
FILL- Fine to Medium SAND with Gravel- Brown- Moist- Medium Dense (SP)
2.8
3.2 FILL- CONCRETE
END OF BORING AT 3.2 FEET.
1052.2
1051.8
10 20 30 40
90 100 110 120
MOISTURE &
ATTERBERG
LIMITS (%)
PL MC LL
10 20 30 40
UNC. COMP.
VANE SHEAR (REM)
VANE SHEAR (PK)
SHEAR
TRIAXIAL (UU)
STRENGTH (KSF)
1 2 3 4 REMARKS
CHECKED BY: ATB
TORVANE SHEAR
HAND PENE.
SB1 18 10
50+ SB2 0 50/2" Auger refusal at 3 feet.
1050 5
1045 10
1040 15
GROUNDWATER & BACKFILL INFORMATION
GROUNDWATER WAS NOT ENCOUNTERED
BACKFILL METHOD: Auger Cuttings & Asphalt Cold Patch
NOTES: 1. The indicated stratification lines are approximate. The in-situ transitions between materials may be gradual.
2. The colors depicted on the symbolic profile are solely for visualization purposes and do not necessarily represent the in-situ colors encountered.
3. No hammer efficiency data was available, and the graphic output illustrates the field measured blow counts.
7/
/2
3:
:0
PM
EL
EV
AT
IO
N (F
EE
T)
D
EP
TH
(F
EE
T)
SY
M
BO
LI
C
PR
O
FI
LE
SA
MP
LE
T
YP
E/
NO
IN
TE
RV
AL
RE
CO
VE
RY
LE
NG
TH
(I
NC
HE
S)
SP
T
BL
OW
S
PE
R
SI
X
IN
CH
ES
BORING B 4
BORING DEPTH: 4 FEET
PROJECT NAME: Harrietta Fisheries Station
CLIENT: Spicer Group
DATE STARTED: 5/11/21
DRILLER: JC (GLD)
PROJECT NUMBER: 086660.00
COMPLETED: 5/11/21
RIG NO.: CME 75-Truck
PROJECT LOCATION: Slagle Township, Michigan
BORING METHOD: Solid-stem Augers
LOGGED BY: NBS
DRY DENSITY
(pcf) --
HAMMER
EFFICIENCY: 60%
DATE:
N60
ELEVATION: 1056± FT
PROFILE DESCRIPTION
0.2
FILL- Fine to Medium SAND- Brown- Moist- Medium Dense (SP)
3.0
4.0
FILL- Fine to Medium SAND with Silt and Gravel- Frequent Concrete Pieces- Dark Brown- Moist to Wet
(SP-SM)
END OF BORING AT 4.0 FEET.
1053.0
50+
SB2
1052.0 Auger refusal at 4 feet.
3 50/3"
SB1 18 10
2 1/2-inches of ASPHALT
PAVEMENT
1055.8
10 20 30 40
90 100 110 120
MOISTURE &
ATTERBERG
LIMITS (%)
PL MC LL
10 20 30 40
UNC. COMP.
VANE SHEAR (REM)
VANE SHEAR (PK)
SHEAR
TRIAXIAL (UU)
STRENGTH (KSF)
1 2 3 4 REMARKS
CHECKED BY: ATB
TORVANE SHEAR
HAND PENE.
GROUNDWATER & BACKFILL INFORMATION
DURING BORING:
AT END OF BORING:
CAVE-IN OF BOREHOLE AT:
BACKFILL METHOD:
Note 4
DEPTH (FT) ELEV (FT)
3.5 1052.5
3.4 1052.6
Auger Cuttings & Asphalt Cold Patch
NOTES: 1. The indicated stratification lines are approximate. The in-situ transitions between materials may be gradual.
2. The colors depicted on the symbolic profile are solely for visualization purposes and do not necessarily represent the in-situ colors encountered.
3. No hammer efficiency data was available, and the graphic output illustrates the field measured blow counts.
4. Groundwater was not encountered above borehole cave-in depth upon auger removal.
7/
/2
3:
:1
PM
EL
EV
AT
IO
N (F
EE
T)
D
EP
TH
(F
EE
T)
SY
M
BO
LI
C
PR
O
FI
LE
SA
MP
LE
T
YP
E/
NO
IN
TE
RV
AL
RE
CO
VE
RY
LE
NG
TH
(I
NC
HE
S)
SP
T
BL
OW
S
PE
R
SI
X
IN
CH
ES
BORING B 5
BORING DEPTH: 15 FEET
PROJECT NAME: Harrietta Fisheries Station
CLIENT: Spicer Group
DATE STARTED: 5/11/21
DRILLER: JC (GLD)
PROJECT NUMBER: 086660.00
COMPLETED: 5/11/21
RIG NO.: CME 75-Truck
PROJECT LOCATION: Slagle Township, Michigan
BORING METHOD: Solid-stem Augers
LOGGED BY: NBS
DRY DENSITY
(pcf) --
HAMMER
EFFICIENCY: 60%
DATE:
N60
ELEVATION: 1054± FT
PROFILE DESCRIPTION
0.2 2 1/2-inches of ASPHALT
PAVEMENT
1053.8
10 20 30 40
90 100 110 120
MOISTURE &
ATTERBERG
LIMITS (%)
PL MC LL
10 20 30 40
UNC. COMP.
VANE SHEAR (REM)
VANE SHEAR (PK)
SHEAR
TRIAXIAL (UU)
STRENGTH (KSF)
1 2 3 4 REMARKS
CHECKED BY: ATB
TORVANE SHEAR
HAND PENE.
SB1
FILL- Fine to Medium SAND with Silt- Occasional Clay Seams- Brown- Moist- Medium Dense
(SP-SM)
SB2
4.7
1049.3
SB3 18
Fine to Medium SAND- Brown- Moist to Wet- Medium Dense to Loose (SP)
SB4
12.5 1041.5
LEAN CLAY- Brown- Very Stiff
(CL)
SB5
15 15.0
END OF BORING AT 15.0 FEET.
GROUNDWATER & BACKFILL INFORMATION
DURING BORING:
AT END OF BORING:
CAVE-IN OF BOREHOLE AT:
BACKFILL METHOD:
Note 4
DEPTH (FT) ELEV (FT)
4.9 1049.1
2.1 1051.9
Auger Cuttings & Asphalt Cold Patch
NOTES: 1. The indicated stratification lines are approximate. The in-situ transitions between materials may be gradual.
2. The colors depicted on the symbolic profile are solely for visualization purposes and do not necessarily represent the in-situ colors encountered.
3. No hammer efficiency data was available, and the graphic output illustrates the field measured blow counts.
4. Groundwater was not encountered above borehole cave-in depth upon auger removal.
1039.0
19 24
7/
/2
3:
:1
PM
EL
EV
AT
IO
N (F
EE
T)
D
EP
TH
(F
EE
T)
SY
M
BO
LI
C
PR
O
FI
LE
SA
MP
LE
T
YP
E/
NO
IN
TE
RV
AL
RE
CO
VE
RY
LE
NG
TH
(I
NC
HE
S)
SP
T
BL
OW
S
PE
R
SI
X
IN
CH
ES
BORING B 6
BORING DEPTH: 15 FEET
PROJECT NAME: Harrietta Fisheries Station
CLIENT: Spicer Group
DATE STARTED: 5/11/21
DRILLER: JC (GLD)
PROJECT NUMBER: 086660.00
COMPLETED: 5/11/21
RIG NO.: CME 75-Truck
PROJECT LOCATION: Slagle Township, Michigan
BORING METHOD: Solid-stem Augers
LOGGED BY: NBS
DRY DENSITY
(pcf) --
HAMMER
EFFICIENCY: 60%
DATE:
N60
ELEVATION: 1057± FT
PROFILE DESCRIPTION
0.2 2 1/2-inches of ASPHALT
PAVEMENT
1056.8
10 20 30 40
90 100 110 120
MOISTURE &
ATTERBERG
LIMITS (%)
PL MC LL
10 20 30 40
UNC. COMP.
VANE SHEAR (REM)
VANE SHEAR (PK)
SHEAR
TRIAXIAL (UU)
STRENGTH (KSF)
1 2 3 4 REMARKS
CHECKED BY: ATB
TORVANE SHEAR
HAND PENE.
FILL- Fine to Medium SAND with Silt- Frequent Clay Seams- Brown and Dark Brown- Moist- Medium Dense (SP-SM)
SB1 18 24
4.0 1053.0
SB2
Fine to Medium SAND- Brown- Moist to Wet- Dense to Very Loose
(SP)
SB3
8.0 1049.0
SB4
Fine to Medium SAND with Silt- Dark Brown and Brown- Wet- Very Loose (SP-SM)
No Sample recovery at Sample SB4. Driller submitted an auger sample for classification purposes.
18 15
1045 12.0 1045.0
Fine SAND- Brown- Wet- Medium Dense (SP)
SB5
15 15.0
END OF BORING AT 15.0 FEET.
GROUNDWATER & BACKFILL INFORMATION
DURING BORING:
AT END OF BORING:
CAVE-IN OF BOREHOLE AT:
BACKFILL METHOD:
Note 4
DEPTH (FT) ELEV (FT)
5.0 1052.0
3.0 1054.0
Auger Cuttings & Asphalt Cold Patch
NOTES: 1. The indicated stratification lines are approximate. The in-situ transitions between materials may be gradual.
2. The colors depicted on the symbolic profile are solely for visualization purposes and do not necessarily represent the in-situ colors encountered.
3. No hammer efficiency data was available, and the graphic output illustrates the field measured blow counts.
4. Groundwater was not encountered above borehole cave-in depth upon auger removal.
1042.0
7/
/2
3:
:1
PM
EL
EV
AT
IO
N (F
EE
T)
D
EP
TH
(F
EE
T)
SY
M
BO
LI
C
PR
O
FI
LE
SA
MP
LE
T
YP
E/
NO
IN
TE
RV
AL
RE
CO
VE
RY
LE
NG
TH
(I
NC
HE
S)
SP
T
BL
OW
S
PE
R
SI
X
IN
CH
ES
S T
X X
X
X X
X C
O N
C
C O
N C
C H
A
IN
LI
N
K F
E N
C E
E
LE
C T.
T R
A N
S
FO
R M
E R
C O
N C
B
IT
D
R
IV
E
B
IT
. P A
R K
IN
G
FO
FO
FO
FO
FO
FO
FO
CONC.
SCALE: 1" = 20'
0 4020105
N
BY MARK
DE. BY:
DR. BY:
STDS.
SCALE
DATE
SHEET
FILE NO.
OF
PROJECT NO.
REVISIONS DATE
CC
SMB ISSUED FOR BIDS 4/7/23
Manistee, MI 49660 302 River Street
MANISTEE OFFICE
www.SpicerGroup.com Tel. 231-794-5620
THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS SPECIFIC
APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH THE
CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER DOES NOT
GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION, DESIGN OR
PURPOSE.
130074SG2021
HARRIETTA STATE FISH HATCHERY
6801 WEST 30 ROAD
HARRIETTTA, MI 49638
APRIL, 2023
CH. BY:
APP. BY:
BH
BH
SMB
SMB
- 07
1" = 20' 07 C
PAVEMENT REPAIR
WELL FIELD DRIVEWAY REPAIR
CONSTRUCTION NOTES:
CRACK SEAL AND SEALCOAT EXISTING ASPHALT PAVEMENT.1
PROPOSED CRACK
SEALING & SEALCOATING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
UPPER RACEWAYS
EXISTING
POLE
BUILDING
EXISTING
BUILDING
WOODS
WOODS
CONC. CONC. CONC. ST
ST ST
ST
ST
ST
ST
ST
ST
X X X X X X
XXXXX
XX
X X X
X X
XX
X
X
X
X X
X X
X
XXX
X X
X X
X
X
X
X X
X
XX
X
X X X
X
X
STAIRS
WALL
SIGN
CHAINLINK FENCECHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCE
C/L DITCH
C/L DITCH
CHAINLINK FENCE
CONC. WALK
CONC.
CONC.
C O
N C
C O
N C
CONC. CONC. CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
PROPANE TANKS
CHAINLINK FENCE
ELECT. TRANSFORMER
CONC. CONC.CONC.
ELECT. TRANSFORMER
RAMP
E
E
E
CONC.
FENCE
ST
W 30 ROAD
BIT. PARKING
BIT.
BIT. PARKING
BIT.
BIT.
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFO
C O
N C
BIT. PARKING
ABANDONED RACEWAY
SCALE: 1" = 20'
0 603015
N
BY MARK
DE. BY:
DR. BY:
STDS.
SCALE
DATE
SHEET
FILE NO.
OF
PROJECT NO.
REVISIONS DATE
CC
SMB ISSUED FOR BIDS 4/7/23
Manistee, MI 49660 302 River Street
MANISTEE OFFICE
www.SpicerGroup.com Tel. 231-794-5620
THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS SPECIFIC
APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH THE
CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER DOES NOT
GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION, DESIGN OR
PURPOSE.
130074SG2021
HARRIETTA STATE FISH HATCHERY
6801 WEST 30 ROAD
HARRIETTTA, MI 49638
APRIL, 2023
CH. BY:
APP. BY:
BH
BH
SMB
SMB
- 08
1" = 20' JDP-134-08 08
C
PAVEMENT REPAIR
DEMOLITION PLAN - BASE BID
.7
.1
333.0'
.0
55.2'
.5
DEMOLITION ITEMS
DEMOLITION NOTES
1. PROTECT TREES, PLANT GROWTH, AND FEATURES
NOT DESIGNATED FOR REMOVAL, AS FINAL
LANDSCAPING.
2. SAWCUT ALL PAVEMENT, CURBS AND WALKS NOTED
FOR REMOVAL FOR A CLEAN EDGE.
3. REMOVE ALL CLEARED ITEMS FROM SITE AND
PROPERLY DISPOSE OF.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR
RESTORING ALL DISTURBED AREAS.
REMOVE EXISTING PAVEMENT TO THE NORTH WALL OF THE RACEWAY BUILDING.
EXCAVATE ABANDONED RACEWAY APPROXIMATELY 4' DEEP TO WATER TABLE. OVERFILL
AREA OF ABANDONED RACEWAY WITH CL-II GRANULAR MATERIAL AND COMPACT INTO
VOIDS OF BROKEN CONCRETE USING VIBRATION AND/OR SPIKING WITH WATER.
REMOVE EXISTING CONCRETE PAVEMENT OVER THE EXISTING STORM SEWER
UNDERDRAIN.
REMOVE EXISTING PAVEMENT IN THE DRIVE LANE SOUTH OF THE RACEWAY BUILDING.
REMOVE SECTION OF PAVEMENT BETWEEN AERATION TANK AND POLE BUILDING.
REMOVE EXISTING DRIVEWAY CULVERT
HAZARDOUS OR
FLAMMABLE MATERIAL
CAUTION - CRITICAL
UTILITY
- GAS OR ELECTRICAL LINES LABEL
PLAN SHEET REMOVAL LEGEND
REMOVING
CLEARING
REMOVING CURB, GUTTER
AND CURB & GUTTER
C
SAVE S
ABANDON
BULKHEAD
R
B
A
- FIBER OPTIC, TELEPHONE LINES,
AND WATER MAIN LABEL
REL-B/ORELOCATE BY OTHERS
REMOVING HMA PAVEMENT
SAWCUT AT REMOVAL LIMITS
REMOVING CONCRETE PAVEMENT
SAWCUT AT REMOVAL LIMITS
EXCAVATE ABANDONED RACEWAY
EXISTING
BUILDING
EXISTING POLE BUILDING
AERATION
TANK AERATION
TANK
EXISTING
BUILDING
EXIS
TIN
G S
ID
EW
ALK
EXISTING POND
EXISTING BUILDING
22,478 SFT
SETTLING
POND LOWER RACEWAYS
MIDDLE RACEWAY UPPER RACEWAYS
EX BLDG
EX BLDG
20' 25'
BIT. PARKING
ST
ST ST
ST
ST
ST
ST
ST
ST
X X X X X X
XXXXX
XX
X X X
X X
XX
X
X
X
X X
X X
X
XXX
X X
X X
X
X
X
X X
X
XX
X
X
X
WALL
CHAINLINK FENCECHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCE
CONC.
CONC.
CHAINLINK FENCE
ELECT. TRANSFORMER
ELECT. TRANSFORMER
E
E
E
FENCE
ST
W 30 ROAD
BIT. PARKING
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFO
0+00 1+00 2+00 3+00 4+00 5+00 6+006+00
SCALE: 1" = 20'
0 4020105
N
BY MARK
DE. BY:
DR. BY:
STDS.
SCALE
DATE
SHEET
FILE NO.
OF
PROJECT NO.
REVISIONS DATE
CC
SMB ISSUED FOR BIDS 4/7/23
Manistee, MI 49660 302 River Street
MANISTEE OFFICE
www.SpicerGroup.com Tel. 231-794-5620
THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS SPECIFIC
APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH THE
CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER DOES NOT
GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION, DESIGN OR
PURPOSE.
130074SG2021
HARRIETTA STATE FISH HATCHERY
6801 WEST 30 ROAD
HARRIETTTA, MI 49638
APRIL, 2023
CH. BY:
APP. BY:
BH
BH
SMB
SMB
- 09
1" = 20' 09 C
PAVEMENT REPAIR
PROPOSED LAYOUT - BASE BID
PROPOSED HMA
400'
55'
R25 .0' R25.0' R25 .0' R25.0'
75'70'
R25.0'
R25.0'
CONSTRUCTION NOTES:
CONCRETE CURB & GUTTER, MDOT DETAIL B2 PER MDOT STANDARD
PLAN R-30-G. CONCRETE CURB WITH REVERSE PAN.
HMA CURB PER DETAIL SHEET
STANDARD ASPHALT PAVEMENT SECTION.
BARRIER FREE PARKING SPACES & SIGN PER MDOT STANDARD
HIGHWAY SIGN R7-8, R7-8P.
ADJUST DRAINAGE STRUCTURE CASTINGS TO FINAL ELEVATION.
INSTALL 60 FT OF CULV, CI F, CMP, 18 INCH
HMA FACILITY VEHICLE PARKING AREA. USED STANDARD ASPHALT
PAVEMENT SECTION.
MDOT PLAIN RIPRAP SPILLWAY
CRACK SEAL AND SEALCOAT ALL EXISTING ASPHALT PAVMENT NOT
BEING RECONSTRUCTED.
1 1 1 1
5 5 5
17'
30'
30'
EXISTING BUILDING
22,478 SFT
EXISTING
BUILDING
EXISTING POLE BUILDING
AERATION
TANK
AERATION
TANK
EXISTING
BUILDING
EXIS
TIN
G S
ID
EW
ALK
EXISTING POND
PROPOSED CRACK
SEALING & SEALCOATING
SETTLING
POND LOWER RACEWAYS
MIDDLE RACEWAY UPPER RACEWAYS
EX BLDG
EX BLDG
P:
\p ro j2
1\
SG
_H ar rie tta
F is h H at ch er y\
2_ Au to C
AD
_G
IS
Sh ee ts \P ro po se d
R eh ab .d w g, /2
9/
:1 9:
P
M , s ha ne
.b re nn an
ST
ST ST
ST
ST
ST
ST
ST
ST
X X X X X X
XXXXX
XX
X X X
X X
XX
X
X
X
X X
X X
X
XXX
X X
X X
X
X
X
X X
X
XX
X
X
X
WALL
CHAINLINK FENCECHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCE
C/L DITCHTOE OF SLOPE
TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
CHAINLINK FENCE
CONC.
CONC.
CHAINLINK FENCE
ELECT. TRANSFORMER
ELECT. TRANSFORMER
E
E
E
FENCE
TOP OF BANK
ST
W 30 ROAD
BIT. PARKING
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFO
C O
N C
0+00 1+00 2+00 3+00 4+00 5+00 6+006+00
10561055
10541053
10551054
105310
105510 54 10
1055 1057
TO APPLY:
STA 0+42.5 (POB) TO STA 0+60
STA 1+50 TO STA 5+19.5 (POE)
PROPOSED TYPICAL CROSS SECTION
5EL1
4EL1
AGGREGATE
BASE, 8 INCH, MODIFIED
SUBBASE, CIP
5' 17'
EXISTING RACEWAY WALL
MATCH EXISTING
C O
N S
T C
/L
EXISTING GROUND/
HMA PARKING
VARIES
(1.0% MIN)
3%
EXISTING BUILDING WALL
22' DRIVE LANE
MATCH EXISTING
TO APPLY:
STA 0+60 TO STA 1+50
PROPOSED TYPICAL CROSS SECTION
5EL1
4EL1
AGGREGATE
BASE, 8 INCH, MODIFIED
SUBBASE, CIP
5' LANE 17' LANE
EXISTING RACEWAY WALL
C O
N S
T C
/L
EXISTING GROUND
1.0%
3%
EXISTING BUILDING WALL
22' DRIVE LANE
MATCH EXISTING
SCALE: 1" = 20'
0 4020105
N
BY MARK
DE. BY:
DR. BY:
STDS.
SCALE
DATE
SHEET
FILE NO.
OF
PROJECT NO.
REVISIONS DATE
CC
SMB ISSUED FOR BIDS 4/7/23
Manistee, MI 49660 302 River Street
MANISTEE OFFICE
www.SpicerGroup.com Tel. 231-794-5620
THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS SPECIFIC
APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH THE
CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER DOES NOT
GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION, DESIGN OR
PURPOSE.
130074SG2021
HARRIETTA STATE FISH HATCHERY
6801 WEST 30 ROAD
HARRIETTTA, MI 49638
APRIL, 2023
CH. BY:
APP. BY:
BH
BH
SMB
SMB
- 10
1" = 20' 10 C
PAVEMENT REPAIR
PROPOSED GRADING - BASE BID
EOM: 1050.46
EOP: 1051.86
EOP: 1052.14
EOP: 1051.58
EOM: 1050.59
EOM: 1055.28
EOM: 1056.46
EOP: 1056.73
EOP: 1058.04
EOP: 1057.64
EOP: 1057.07
EOM: 1056.46
EOP: 1057.29
EOP: 1056.74
EOM: 1056.35
EOP: 1057.68
EOM: 1051.01
EOM: 1051.28
EOP: 1050.59
18" CULV INV:
1048.52
18" CULV INV:
1049.90
STRM MH RIM
ELEV: 1052.37
STRM MH RIM
ELEV: 1052.62
STRM MH RIM
ELEV: 1053.68
STRM MH RIM
ELEV: 1054.22
STRM MH RIM
ELEV: 1054.60
STRM MH RIM
ELEV: 1056.35
STRM MH RIM
ELEV: 1056.61
STRM MH RIM
ELEV: 1057.29
Contour Interval = 1 foot
EXISTING
BUILDING
EXISTING POLE BUILDING
AERATION
TANK AERATION
TANK
EXISTING
BUILDING
EXIS
TIN
G S
ID
EW
ALK
EXISTING POND
EXISTING BUILDING
22,478 SFT
SETTLING
POND LOWER RACEWAYS
MIDDLE RACEWAY UPPER RACEWAYS
EX BLDG
EX BLDG
EOP: MATCH EX
EOP: MATCH EX
EOP: MATCH EX
EOP: MATCH EX
EOP: MATCH EX
EOP: MATCH EX EOP: MATCH EX
EOP: MATCH EX
EOP: MATCH EX
ITEM REMARKS
HMA TOP COURSE5EL1 165 58-28HMA, 5EL
PLACE HMA BOND COAT AT 0.05-0.15 GAL/SYD BETWEEN LAYERS AS DIRECTED BY THE ENGINEER (INCLUDED IN PAYMENT FOR HMA PAVING)
THE AGGREGATE WEAR INDEX (AWI) FOR THE TOP COURSE SHALL BE 220 MINIMUM
HMA LEVELING COURSE4EL1 220 58-28HMA, 4EL
IDENT
NO.
RATE LBS
PER SYD
PERFORMANCE
GRADE
HMA APPLICATION ESTIMATE
P:
\p ro j2
1\
SG
_H ar rie tta
F is h H at ch er y\
2_ Au to C
AD
_G
IS
Sh ee ts \P ro po se d
R eh ab .d w g, /2
9/
:1 9:
P
M , s ha ne
.b re nn an
AutoCAD SHX Text D
AutoCAD SHX Text D
D
ST
ST
ST
ST
ST
ST
X X X X X X
XXXXX
XX
X X X
X X
XX
X
X
X
X X
X X
X
XXX
X X
X X
X
X
X
X X
X
XX
X
X X X
X
X
STAIRS
WALL
SIGN
CHAINLINK FENCECHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCE
C/L DITCH
C/L DITCH
CHAINLINK FENCE
CONC. WALK
CONC.
CONC.
C O
N C
C O
N C
CONC. CONC. CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
PROPANE TANKS
CHAINLINK FENCE
ELECT. TRANSFORMER
CONC. CONC.CONC.
ELECT. TRANSFORMER
RAMP
E
E
E
CONC.
FENCE
ST
W 30 ROAD
BIT. PARKING
BIT.
BIT. PARKING
BIT.
BIT.
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFO
C O
N C
BIT. PARKING
ABANDONED RACEWAY
SCALE: 1" = 20'
0 603015
N
BY MARK
DE. BY:
DR. BY:
STDS.
SCALE
DATE
SHEET
FILE NO.
OF
PROJECT NO.
REVISIONS DATE
CC
SMB ISSUED FOR BIDS 4/7/23
Manistee, MI 49660 302 River Street
MANISTEE OFFICE
www.SpicerGroup.com Tel. 231-794-5620
THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS SPECIFIC
APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH THE
CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER DOES NOT
GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION, DESIGN OR
PURPOSE.
130074SG2021
HARRIETTA STATE FISH HATCHERY
6801 WEST 30 ROAD
HARRIETTTA, MI 49638
APRIL, 2023
CH. BY:
APP. BY:
BH
BH
SMB
SMB
- 11
1" = 20' JDP-134-11 11
C
PAVEMENT REPAIR
DEMOLITION PLAN - ALTERNATE 1
.7
.1
333.0'
.0
447.0'
4.
0'
55.2'
.5
DEMOLITION ITEMS
DEMOLITION NOTES
1. PROTECT TREES, PLANT GROWTH, AND FEATURES
DESIGNATED TO REMAIN, AS FINAL LANDSCAPING.
2. SAWCUT ALL PAVEMENT, CURBS AND WALKS NOTED
FOR REMOVAL FOR A CLEAN EDGE.
3. REMOVE ALL CLEARED ITEMS FROM SITE AND
PROPERLY DISPOSE OF.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR
LANDSCAPING ALL DISTURBED AREAS.
HAZARDOUS OR
FLAMMABLE MATERIAL
CAUTION - CRITICAL
UTILITY
- GAS OR ELECTRICAL LINES LABEL
PLAN SHEET REMOVAL LEGEND
REMOVING
CLEARING
REMOVING CURB, GUTTER
AND CURB & GUTTER
C
SAVE S
ABANDON
BULKHEAD
R
B
A
- FIBER OPTIC, TELEPHONE LINES,
AND WATER MAIN LABEL
REL-B/ORELOCATE BY OTHERS
REMOVE EXISTING PAVEMENT TO THE NORTH WALL OF THE RACEWAY BUILDING.
EXCAVATE ABANDONED RACEWAY APPROXIMATELY 4' DEEP TO WATER TABLE. OVERFILL
AREA OF ABANDONED RACEWAY WITH CL-II GRANULAR MATERIAL AND COMPACT INTO
VOIDS OF BROKEN CONCRETE USING VIBRATION AND/OR SPIKING WITH WATER.
REMOVE EXISTING CONCRETE PAVEMENT OVER THE EXISTING STORM SEWER
UNDERDRAIN.
REMOVE 4' WIDE SECTION OF HMA PAVEMENT ALONG THE SOUTH WALL OF THE RACEWAY
BUILDING.
REMOVE SECTION OF PAVEMENT BETWEEN AERATION TANK AND POLE BUILDING.
REMOVE EXISTING DRIVEWAY CULVERT
REMOVING HMA PAVEMENT
SAWCUT AT REMOVAL LIMITS
REMOVING CONCRETE PAVEMENT
SAWCUT AT REMOVAL LIMITS
EXCAVATE ABANDONED RACEWAY
EXISTING
BUILDING
EXISTING POLE BUILDING
AERATION
TANK AERATION
TANK
EXISTING
BUILDING
EXIS
TIN
G S
ID
EW
ALK
EXISTING POND
EXISTING BUILDING
22,478 SFT
SETTLING
POND LOWER RACEWAYS
MIDDLE RACEWAY UPPER RACEWAYS
EX BLDG
EX BLDG
P:
\p ro j2
1\
SG
_H ar rie tta
F is h H at ch er y\
2_ Au to C
AD
_G
IS
Sh ee ts \R em ov al s.
dw g, /2
9/
:1 9:
P
M , s ha ne
.b re
ST
ST ST
ST
ST
ST
ST
ST
ST
X X X X X X
XXXXX
XX
X X X
X X
XX
X
X
X
X X
X X
X
XXX
X X
X X
X
X
X
X X
X
XX
X
X
X
WALL
CHAINLINK FENCECHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCE
CONC.
CONC.
CHAINLINK FENCE
ELECT. TRANSFORMER
ELECT. TRANSFORMER
E
E
E
FENCE
ST
W 30 ROAD
BIT. PARKING
BIT. PARKING
BIT.
BIT.
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFO
C O
N C
SCALE: 1" = 20'
0 4020105
N
BY MARK
DE. BY:
DR. BY:
STDS.
SCALE
DATE
SHEET
FILE NO.
OF
PROJECT NO.
REVISIONS DATE
CC
SMB ISSUED FOR BIDS 4/7/23
Manistee, MI 49660 302 River Street
MANISTEE OFFICE
www.SpicerGroup.com Tel. 231-794-5620
THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR THIS SPECIFIC
APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH THE
CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS DONE. THE ENGINEER DOES NOT
GUARANTEE AND WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION, DESIGN OR
PURPOSE.
130074SG2021
HARRIETTA STATE FISH HATCHERY
6801 WEST 30 ROAD
HARRIETTTA, MI 49638
APRIL, 2023
CH. BY:
APP. BY:
BH
BH
SMB
SMB
- 12
1" = 20' 12 C
PAVEMENT REPAIR
PROPOSED LAYOUT - ALTERNATE
PROPOSE HMA
447.0'
3.
5'
400.0'
20.0' 55.2'
30.0'
507.0'
R25 .0' R25.0' R25 .0' R25.0'
75.0'70.0'
.0
' 20.0'
.0
R25.0'
R25.0'
CONSTRUCTION NOTES:
CONCRETE CURB & GUTTER, MDOT DETAIL B2 PER MDOT STANDARD
PLAN R-30-G. CONCRETE CURB WITH REVERSE PAN.
HMA CURB PER DETAIL SHEET
STANDARD ASPHALT PAVEMENT.
BARRIER FREE PARKING SPACES & SIGN PER MDOT STANDARD
HIGHWAY SIGN R7-8, R7-8P.
ADJUST DRAINAGE STRUCTURE CASTINGS TO FINAL ELEVATION.
INSTALL 60 FT OF CULV, CI F, CMP, 18 INCH
CRACK SEAL AND SEALCOAT ALL EXISTING ASPHALT PAVEMENT NOT
BEING RECONSTRUCTED.
1 1 1 1
5 5 5
17.0'
PROPOSED CRACK
SEALING & SEALCOATING
2 2
EXISTING
BUILDING
EXISTING POLE BUILDING
AERATION
TANK
AERATION
TANK
EXISTING
BUILDING
EXIS
TIN
G S
ID
EW
ALK
EXISTING POND
EXISTING BUILDING
22,478 SFT
SETTLING
POND LOWER RACEWAYS
MIDDLE RACEWAY UPPER RACEWAYS
EX BLDG
EX BLDG
P:
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SG
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F is h H at ch er y\
2_ Au to C
AD
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IS
Sh ee ts \P ro po se d
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9/
:2 0:
P
M , s ha ne
.b re
ST
ST ST
ST
ST
ST
ST
ST
ST
X X X X X X
XXXXX
XX
X X X
X X
XX
X
X
X
X X
X X
X
XXX
X X
X X
X
X
X
X X
X
XX
X
X
X
WALL
CHAINLINK FENCECHAINLINK FENCE
CHAINLINK FENCE
CHAINLINK FENCE
C/L DITCH
CHAINLINK FENCE
CONC.
CONC.
CHAINLINK FENCE
ELECT. TRANSFORMER
ELECT. TRANSFORMER
E
E
E
FENCE
ST
BUILDING
150 SQ. FT
BUILDING
164 SQ. FT.
BIT. PARKING
BIT. PARKING
BIT.
BIT.
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFO
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