Lapeer Drawings Part 2 of 3 551_22225.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ - 171 - 230000000308
- Issued by
- Lapeer County, Lansing City, Michigan
About this file
This document is a set of construction drawings and specifications for the MSP Parking Lot Replacements - Bid Pack 2 project located at the Lapeer Post #34 in Lapeer, Michigan. The project involves removing and replacing asphalt pavement, repairing concrete pavement, and installing soil erosion and sedimentation control measures. The work includes mill and overlay of existing asphalt, removal of full-depth asphalt and addition of new aggregate base, cleaning and inspecting existing storm pipes, protecting existing site features, and landscaping restoration. The bid documents were issued on March 9, 2023 and the bid is due on March 23, 2023.
The project is being managed by the Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division in Michigan. Pricing terms, funding sources, and other salient commercial information are not provided in the construction documents. The project appears to be a state and local government initiative, but additional details on the procurement process and contractual terms are not included.
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NO EX. BASE FOUND. REMOVE EX.
ASPHALT (FULL DEPTH) AND ADD
AGGREGATE BASE PER PAVEMENT
SECTION (TYP.)
CLEAN OUT DEBRIS FROM PIPE AND INSPECT PIPE RUN USING CCTV (TYP.)
PROTECT EX. SHED AND CONCRETE
SLAB. REMOVE EX. CONCRETE UP TO
CURB AROUND SLAB.
PROTECT EX.
SIGN (TYP.)
PROTECT EX. LIGHT
POLE (TYP.)
REMOVE AND SALVAGE DUMPSTER
ENCLOSURE. RE-INSTALL UPON
COMPLETION OF PAVEMENT
REHABILITATION. PROTECT EXISTING
FOUNDATION ELEMENTS.
PROTECT EX. INFORMATION
STATION (TYP.)
EX. ASPHALT PAVEMENT
TO BE REMOVED: MILL
AND OVERLAY (TYP.)
EX. CONCRETE
PAVEMENT TO
REMAIN (TYP.)
EX. CONCRETE
SIDEWALK TO BE
REMOVED (TYP.)
PROTECT EX.
MAILBOX
EX. LANDSCAPE TO BE
REMOVED (TYP.)
EX. STONE TO
REMAIN (TYP.)
EX. TREE TO
REMAIN (TYP.)
EX. LANDSCAPE TO
REMAIN (TYP.)
EX. FENCE TO
REMAIN (TYP.)
EX. WALL TO REMAIN (TYP.)
PROTECT EX.
PROPANE TANK
EX. DRIVEWAY
APPROACH TO
REMAIN
PROTECT EX.
BUILDING (TYP.)
PROTECT EX.
SEWER CLEANOUT
MILL AND OVERLAY EX. ASPHALT
(3" DEPTH)
MILL AND OVERLAY EX. ASPHALT
(4" DEPTH)
MILL AND OVERLAY EX. ASPHALT
(3" DEPTH)
REMOVE EX. SIGN
AND RELOCATE
REMOVE EX. COVER AND REPLACE
WITH NEW COVER. SEE SITE PLAN
FOR MORE INFORMATION
SAWCUT EX.
PAVEMENT
EXISTING CONDITIONS AND
DEMOLITION
C-102
BID
NTH Consultants, Ltd.
Infrastructure Engineering Environmental Services Facilities Engineering
Northville, MI Lansing, MI Detroit, MI Grand Rapids, MI
PROJECT NAME:
REV DATE: DESCRIPTION
REVISION BLOCK
PROJECT LOCATION:
SHEET TITLE:
NTH PROJECT NO.:DESIGNED BY:
SHEET NUMBER:
DATE:
CAD FILE NAME:
SHEET SIZE:
22000364 - DEMO
22000364
SEAL/STAMP:
KEY MAP:
DRAWN BY:
CHECKED BY:
ARCH D (24"x36")
NORTH ARROW:
3 WORKING DAYS
1-800-482-7171
CALL MISS DIG
BEFORE YOU DIG
N
Livonia, MI (Laboratory) www.nthconsultants.com
SUBMITTAL LOG
DATE PACKAGE NAME
JBB
JBB
SLG
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ADAM P. LACH, RA, DIRECTOR
STATE FACILITIES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
C
LA
R K
R D
BA
LD
W
IN
R D
McCORMICK DR
SITE
MSP PARKING LOT
REPLACEMENTS - BID
PACK 2 LAPEER
LAPEER POST #34
975 S. MAIN ST.
LAPEER, MI 48446
3/9/2023
2022-11-04 30% DRAWINGS
50% DRAWINGS
90% DRAWINGS
100% DRAWINGS
2022-12-07 2023-01-13 2023-02-21
ISSUED FOR BID2023-03-09
N
EXISTING AIR CONDITIONING UNIT
EXISTING FIRE HYDRANT
EXISTING LIGHT POLE
SOIL BORING LOCATION
EXISTING MANHOLE
EXISTING TRANSFORMER
EXISTING WATER VALVE
EXISTING GAS METER
EXISTING UTILITY POLE
EXISTING BOLLARD
EXISTING HANDICAP PARKING
EXISTING SIGN
EXISTING CATCH BASIN
PARCEL BOUNDARY LINE
EXISTING BUILDING OVERHANG
EXISTING BUILDING
EXISTING EDGE OF PAVEMENT
EXISTING CONCRETE CURB
EXISTING FENCE
EXISTING PARKING STRIPE
EXISTING TREE
EXISTING LANDSCAPE TO REMAIN
EXISTING TELEPHONE RISER
LEGEND
EXISTING WATER LINE
EXISTING STORM LINE
EXISTING SANITARY LINE
EXISTING OVERHEAD UTILITY LINE
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING UNDERGROUND CABLE
EXISTING LANDSCAPING TO BE REMOVEDDEMOLITION NOTES
1. TOPOGRAPHIC SURVEY WAS PERFORMED BY KEM-TEC DATED
SEPTEMBER 29, 2022. ALL EXISTING INFORMATION SHOWN IS FROM
THIS SURVEY OF RECORD OR WAS SUPPLEMENTED BY INFORMATION
FROM SITE VISITS, PREVIOUSLY-SUBMITTED SITE PLANS, OR
HISTORICAL DRAWINGS.
2. ALL SITE FEATURES AND UTILITIES TO BE DEMOLISHED ARE SHOWN
IN BOLD. CONTRACTOR TO PROTECT ALL EXISTING ITEMS TO REMAIN.
3. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL
OBTAIN ALL PERMITS REQUIRED BY AUTHORITIES HAVING
JURISDICTION (AHJ).
4. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL
PHOTOGRAPH OR VIDEOTAPE ALL EXISTING CONDITIONS OF NEARBY
PUBLIC AND PRIVATE PROPERTY, INCLUDING STRUCTURES, ROADS,
EASEMENTS, SIDEWALKS, ETC.
5. PRIOR TO DEMOLITION, ALL REQUIRED SOIL EROSION AND SEDIMENT
CONTROL DEVICES ARE TO BE INSTALLED AND REQUISITE PART 91
PERMIT OBTAINED.
6. CONTRACTOR SHALL MAINTAIN ALL EXISTING ROADS, SIDEWALKS,
DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY
AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND
VEHICULAR TRAFFIC AT ALL TIMES.
7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH
FENCING, BARRICADES, ENCLOSURES, TRAFFIC CONTROL, ETC.
CONFORMING T0 BEST PRACTICES AND LOCAL REQUIREMENTS.
8. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN ARE
GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER
AND OWNERS REPRESENTATIVE ASSUMES NO RESPONSIBILITY FOR
THEIR ACCURACY. CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING EXISTING CONDITIONS AND INFORMING OWNER OF ANY
DEVIATIONS PRIOR TO BEGINNING DEMOLITION WORK.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL,
AND DISPOSAL OF ALL STRUCTURES, WALLS, ASPHALT AND
CONCRETE AND OTHER ITEMS SHOWN FOR DEMOLITION. ALL
EXISTING ASPHALT AND CONCRETE TO BE REMOVED SHALL BE
MILLED AND DISPOSED IN AN ENVIRONMENTALLY LEGAL MANNER OR
REUSED ON-SITE IN LOCATIONS DETERMINED BY THE OWNER.
10. ALL BUILDING STRUCTURES TO BE REMOVED SHALL BE BROUGHT TO
GRADE WITH SUITABLE FILL AND INSTALLED PER SPECIFICATIONS.
11. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE ANY
EXISTING STRUCTURE AND/OR ITEM PROPOSED T0 REMAIN ON
ADJACENT PROPERTIES, THEN THE CONTRACTOR SHALL MAKE ALL
NECESSARY REPAIRS AT THEIR OWN EXPENSE. ALL CONSTRUCTION
MATERIALS SHALL BE OF EQUAL OR HIGHER QUALITY AND SHALL BE
APPROVED BY OWNERS REPRESENTATIVE.
EXISTING CONCRETE TO REMAIN
EXISTING ASPHALT PAVEMENT TO REMAIN
EXISTING ASPHALT TO MILL AND OVERLAY
EXISTING CONCRETE TO BE REMOVED
REMOVE ASPHALT (FULL-DEPTH) AND ADD SUB-BASE
CLEAN OUT PIPE AND INSPECT WITH CCTV
SAWCUT LINE
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AutoCAD SHX Text j:\2022\22000364\production sets\msp parking lots2023 bid pack 2\22000364 - demo.dwg Plotted: 3/9/2023 8:42 AM by Sarah Gamache Plotted: 3/9/2023 8:42 AM by Sarah Gamache3/9/2023 8:42 AM by Sarah Gamache by Sarah GamacheSarah Gamache
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IF YOU ARE GOING TO WORK NEAR OVERHEAD WIRES ... CALL MISS DIG
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COLOR CODES FOR UTILITY LOCATING:
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ALTERNATE NUMBER (811)
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OIL & GAS
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PHONE & CATV
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ELECTRIC
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WATER
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STORM DRAIN
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SEWER
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SURVEYING
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SOIL EROSION AND
SEDIMENT CONTROL PLAN
C-103
BID
NTH Consultants, Ltd.
Infrastructure Engineering Environmental Services Facilities Engineering
Northville, MI Lansing, MI Detroit, MI Grand Rapids, MI
PROJECT NAME:
REV DATE: DESCRIPTION
REVISION BLOCK
PROJECT LOCATION:
SHEET TITLE:
NTH PROJECT NO.:DESIGNED BY:
SHEET NUMBER:
DATE:
CAD FILE NAME:
SHEET SIZE:
22000364 - SESC
22000364
SEAL/STAMP:
KEY MAP:
DRAWN BY:
CHECKED BY:
ARCH D (24"x36")
NORTH ARROW:
3 WORKING DAYS
1-800-482-7171
CALL MISS DIG
BEFORE YOU DIG
N
Livonia, MI (Laboratory) www.nthconsultants.com
SUBMITTAL LOG
DATE PACKAGE NAME
JBB
JBB
SLG
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ADAM P. LACH, RA, DIRECTOR
STATE FACILITIES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
C
LA
R K
R D
BA
LD
W
IN
R D
McCORMICK DR
SITE
MSP PARKING LOT
REPLACEMENTS - BID
PACK 2 LAPEER
LAPEER POST #34
975 S. MAIN ST.
LAPEER, MI 48446
3/8/2023
2022-11-04 30% DRAWINGS
50% DRAWINGS
90% DRAWINGS
100% DRAWINGS
2022-12-07 2023-01-13 2023-02-21
ISSUED FOR BID2023-03-09
N
SESC GENERAL NOTES:
CONTRACTOR SHALL ENSURE THAT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES
PROTECT AGAINST LOSS OF SOIL BY THE ACTION OF WATER, ICE, GRAVITY AND WIND.
SUMMARY OF BASIC PRINCIPLES
1.KEEP DISTURBED AREA AS SMALL AS POSSIBLE.
2.STABILIZE AND/OR PROTECT DISTURBED AREAS AS SOON AS POSSIBLE.
3.KEEP STORM WATER RUNOFF VELOCITIES LOW.
4. RETAIN SEDIMENT WITHIN IMMEDIATE CONSTRUCTION AREA.
THE PURPOSE OF THIS PLAN IS TO SPECIFY METHODS FOR TEMPORARY EROSION CONTROL
DURING CONSTRUCTION. IT IS INTENDED THAT MEASURES CALLED FOR IN THE SPECIFICATIONS AND SHOWN ON THESE PLANS BE STRICTLY ADHERED TO. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO ASSURE THAT CONSTRUCTION PROCEDURES UNDERTAKEN ARE IN
CONFORMANCE WITH PART 91 OF ACT 451 OF 1994 THE STATE OF MICHIGAN'S SOIL EROSION
AND SEDIMENTATION CONTROL ACT.
ALL SOIL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REGULARLY MAINTAINED
BY THE CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. COLLECTED SILT AND
SEDIMENTATION SHALL BE REMOVED PERIODICALLY TO MAINTAIN THE EFFECTIVENESS OF THE
SILT TRAPS OR SEDIMENTATION CONTROL DEVICES. WHERE REQUIRED, THE CONTRACTOR
SHALL REMOVE AND REPLACE FILTER MATERIALS WHICH HAVE BECOME INEFFECTIVE DUE TO
CONTAMINATION OR PHYSICAL DETERIORATION.
ALL TEMPORARY EROSION CONTROL FACILITIES SHALL BE REMOVED BY THE CONTRACTOR AT
THE COMPLETION OF CONSTRUCTION UNLESS ORDERED BY THE ENGINEER TO BE LEFT IN
PLACE. CARE SHALL BE TAKEN DURING REMOVAL TO MINIMIZE SILTATION IN NEARBY DRAINAGE
COURSES.
SURFACE DISRUPTION IN ADVANCE OF CONSTRUCTION INCLUDING CLEARING, GRADING OR
SIGNIFICANT SOD REMOVAL SHALL BE PROCEEDED BY INSTALLATION OF SOIL EROSION AND
SEDIMENTATION CONTROL DEVICES AS FOLLOWS, UNLESS PERMISSION IS OTHERWISE
OBTAINED FROM THE GOVERNING AGENCY.
A. WET WEATHER SEASON (MARCH, APRIL, MAY) - 5 DAYS PRIOR TO BEGINNING ANY EARTH
CHANGE ACTIVITY.
B. DRY WEATHER SEASON (JUNE, JULY, AUGUST, SEPTEMBER, OCTOBER, NOVEMBER) - 10
DAYS PRIOR TO BEGINNING ANY EARTH CHANGE ACTIVITY.
C. COLD WEATHER SEASON (DECEMBER, JANUARY, FEBRUARY) - 15 DAYS PRIOR TO BEGINNING
ANY EARTH CHANGE ACTIVITY.
SESC SEQUENCE OF CONSTUCTION
1. INSTALL INLET FILTERS ON EXISTING CATCH BASINS. PROPOSED CATCH
BASINS SHALL HAVE INLET FILTERS INSTALLED DURING CONSTRUCTION.
INSTALL SILT FENCE. INSTALL MUD MAT. ESTIMATED DATE: 5/2023.
2. DEMOLISH AND GRUB THE SITE PER THE PLANS. ESTIMATED DATE: 5/2023.
3. CONSTRUCT SITE FEATURES PER THE PLANS INCLUDING GRADING,
PAVEMENT, AND PR. PARKING STRUCTURE. ESTIMATED DATE: 5/2023-7/2023.
4. STABILIZE DISTURBED AREAS AS NOTED ON THE PLANS WITHIN 5 DAYS OF
FINAL GRADING.
5. RESTORE ALL OFF-SITE AREAS TO PRE-CONSTRUCTION CONDITION
FOLLOWING SITE CONSTRUCTION.
6. CLEAN PAVEMENT AND SEWERS AS NECESSARY (SCRAPE DAILY, SWEEP MIN. 1
PER WEEK). A CERTIFIED STORM WATER OPERATOR SHALL INSPECT ALL SESC
MEASURES ON A WEEKLY BASIS AND AFTER SIGNIFICANT RAIN EVENTS TO
ENSURE THE SESC MEASURES ARE ADEQUATE.
7. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS
FOLLOWING SITE CONSTRUCTION, FINAL STABILIZATION OF WORK, AND FINAL
INSPECTION. ESTIMATED DATE: 7/2023.
SESC TEMPORARY FACILITIES NOTES:
THE CONTRACTOR SHALL CONSTRUCT THIS PROJECT IN COMPLIANCE WITH PART 91 OF
ACT NO. 451 OF 1994, OF THE MICHIGAN COMPILED LAWS ENTITLED "SOIL EROSION AND
SEDIMENTATION CONTROL" UNDER THE CONTROL OF THE LOCAL PERMIT AGENCY
CHARGED WITH ADMINISTERING THE PROVISIONS OF THIS ACT. THE CONTRACTOR SHALL
FOLLOW THE PROCEDURES DELINEATED BELOW AND IN THE PROJECT SPECIFICATIONS
AND CONSTRUCT AND MAINTAIN THE FACILITIES SHOWN ON THE DRAWINGS TO CONTROL
WATER AND WIND EROSION DURING CONSTRUCTION OF THIS PROJECT.
ALL DISTURBED SURFACE AREA (INCLUDING UTILITY TRENCHES) SHALL BE TEMPORARILY
GRADED AND/OR DITCHED TO DIRECT ALL WATER RUNOFF FROM SUCH AREAS TO
SEDIMENTATION CONTROL DEVICES WHICH WILL PREVENT WATER CARRYING ERODED
SOIL FROM ENTERING A WATERCOURSE, SEWER, ADJACENT LANDS, AND ROADWAYS.
SUCH SEDIMENTATION CONTROL DEVICES SHALL INCLUDE, BUT NOT BE LIMITED TO,
PROTECTIVE DITCHES, SEDIMENT TRAPS, SEDIMENT FILTERS, DITCH TRAPS, PIPE
BARRIERS, AND FILTERS AS DETAILED AND REQUIRED AND WHERE INDICATED ON THE
DRAWINGS. AFTER THE PROJECT WORK HAS BEEN COMPLETED, INSPECTED, AND
APPROVED, THE CONTRACTOR SHALL REMOVE ALL SEDIMENTATION CONTROL DEVICES,
MATERIAL, AND THEIR COLLECTED SILT AND DEBRIS AND RESTORE THE AREA IN
ACCORDANCE WITH THE DRAWINGS.
TEMPORARY AGGREGATE SURFACING SHALL BE PLACED IN ROADWAY AREAS
IMMEDIATELY AFTER THE BACKFILLING OPERATION HAS BEEN COMPLETED. POSITIVE DUST
CONTROL MEASURES SHALL BE TAKEN AT ALL TIMES.
PERMANENT STABILIZATION SHALL BE COMPLETED WITHIN 5 DAYS OF FINAL EARTH
CHANGE. FINAL CLEANUP AND RESTORATION WILL CONSIST OF FINAL GRADING,
TOPSOILING, SEEDING AND MULCHING AND/OR SODDING OF ALL DISTURBED AREAS OF THE
PROJECT.
IF SEASONAL CONDITIONS PREVENT FINAL CLEANING AND RESTORATION, THE
CONTRACTOR SHALL PROCEED WITH TEMPORARY STABILIZATION OF THE DISTURBED
AREA. TEMPORARY STABILIZATION SHALL CONSIST OF ROUGH GRADING THE DISTURBED
AREA IN ACCORDANCE WITH THESE SPECIFICATIONS AND INSTALLING THE SPECIFIED SOIL
EROSION AND SEDIMENTATION CONTROL DEVICES. TEMPORARY STABILIZATION
MATERIALS SHALL BE REMOVED AND DISPOSED OF AND FINAL CLEANUP AND
RESTORATION SHALL BE COMPLETED NOT LATER THAN 5 DAYS AFTER SEASONAL
CONDITIONS ALLOW PERFORMANCE OF THE REQUIRED WORK.
EXISTING AIR CONDITIONING UNIT
EXISTING FIRE HYDRANT
EXISTING LIGHT POLE
SOIL BORING LOCATION
EXISTING MANHOLE
EXISTING TRANSFORMER
EXISTING WATER VALVE
EXISTING GAS METER
EXISTING UTILITY POLE
EXISTING BOLLARD
EXISTING HANDICAP PARKING
EXISTING SIGN
EXISTING CATCH BASIN
EXISTING WATER LINE
PARCEL BOUNDARY LINE
EXISTING BUILDING OVERHANG
EXISTING BUILDING
EXISTING EDGE OF PAVEMENT
EXISTING CONCRETE CURB
EXISTING FENCE
EXISTING STORM LINE
EXISTING SANITARY LINE
EXISTING OVERHEAD UTILITY LINE
EXISTING GAS LINE
EXISTING PARKING STRIPE
EXISTING ELECTRIC LINE
EXISTING TREE
EXISTING UNDERGROUND CABLE
EXISTING TELEPHONE RISER
LEGEND
SITE SOILS NOTES
· NATIVE GRANULAR SOILS: SILTY SAND
WITH TRACE TO LITTLE CLAY WITH
POCKET PENETROMETER VALUES
RANGING BETWEEN 1.25 TO 1.75 KSF
WAS ENCOUNTERED BELOW THE FILL
SOILS OR TOPSOIL. NATIVE GRANULAR
SOILS WERE FOUND TO EXTEND TO
DEPTH OF 2 FEET TO EXPLORED DEPTH
OF BORING (UP TO 6 FEET).
· NATIVE COHESIVE SOILS: IN BORING LP-1
NATIVE SILTY CLAY WITH LITTLE SAND
AND TRACE GRAVEL WAS
ENCOUNTERED BELOW THE NATIVE
GRANULAR SOIL AND EXTENDS TO THE
EXPLORED DEPTH (5 FEET).
SESC MAINTENANCE NOTES:
THE CONTRACTOR SHALL INSPECT SOIL EROSION AND
SEDIMENTATION CONTROL DEVICES WEEKLY AND WITHIN
24 HOURS OF A SIGNIFICANT RAIN EVENT. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
THE SOIL EROSION AND SEDIMENTATION CONTROL
DEVICES.
MAINTENANCE INCLUDES ALL WORK NECESSARY FOR
PROPER OPERATION OF THE DEVICES. DEVICES WHICH
CAN NOT BE REPAIRED SHALL BE REPLACED.
MAINTENANCE OF THE DEVICES SHALL BE PERFORMED
WITHIN 24 HOURS OF INSPECTION.
SEDIMENT SHALL BE REMOVED AS NECESSARY TO
MAINTAIN THE EFFECTIVENESS OF SOIL EROSION AND
SEDIMENTATION CONTROL DEVICES.
SEDIMENT DEPOSITED ALONG SILT FENCE SHALL BE
REMOVED WHEN IT REACHES 1/3 TO 1/2 THE HEIGHT OF
THE FENCE AND PRIOR TO REMOVAL AT THE END OF THE
PROJECT OR TIME OF FINAL REMOVAL.
TURF ESTABLISHMENT MEASURES SHALL BE MAINTAINED
AS WOULD ANY OTHER DEVICES PRIOR TO
ESTABLISHMENT OF PERMANENT TURF.
ALL MUD, DIRT AND DEBRIS TRACKED ONTO EXISTING
ROADS FROM THIS SITE SHALL BE PROMPTLY REMOVED
BY THE CONTRACTOR.
PROPOSED SILT FENCE
PROPOSED CONSTRUCTION MAT
PROPOSED INLET FILTER
PROPOSED LIMITS OF CONSTRUCTION
PROPOSED ASPHALT
PROPOSED LANDSCAPE RESTORATION
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LP-2
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PR. CONSTRUCTION ENTRANCE/MUD MAT (TYP.). SEE DETAIL 1 1 ON SHEET C-501C-501
AutoCAD SHX Text SILT FENCE (TYP.). SEE DETAIL 2 ON SHEET C-5012 ON SHEET C-501 ON SHEET C-501C-501
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PR. FILTER FABRIC INLET PROTECTION. SEE DETAIL 3 3 ON SHEET C-501C-501
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LIMITS OF CONSTRUCTION
AutoCAD SHX Text j:\2022\22000364\production sets\msp parking lots2023 bid pack 2\22000364 - sesc.dwg Plotted: 3/8/2023 9:43 PM by Sarah Gamache Plotted: 3/8/2023 9:43 PM by Sarah Gamache3/8/2023 9:43 PM by Sarah Gamache by Sarah GamacheSarah Gamache
AutoCAD SHX Text
IF YOU ARE GOING TO WORK NEAR OVERHEAD WIRES ... CALL MISS DIG
AutoCAD SHX Text Red
AutoCAD SHX Text Orange
AutoCAD SHX Text Yellow
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COLOR CODES FOR UTILITY LOCATING:
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ALTERNATE NUMBER (811)
AutoCAD SHX Text Blue
AutoCAD SHX Text Green
AutoCAD SHX Text Brown
AutoCAD SHX Text Pink
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OIL & GAS
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PHONE & CATV
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ELECTRIC
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WATER
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STORM DRAIN
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SEWER
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SURVEYING
AutoCAD SHX Text For free location of public utility lines.
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WV
EX:860.12
863863
860 858859
PR. PEDESTRIAN
RAMP. SEE DETAIL 17
ON SHEET C-502
PR. CONCRETE PAVEMENT AT
DUMPSTER LOCATION. SEE
DETAIL 6 ON SHEET C-501
RELOCATE EX. "DO NOT
ENTER" SIGN WEST OF
PR. PARKING SPACE 1
PR. ASPHALT PAVEMENT. SEE
DETAIL 5 ON SHEET C-501.PR. CONCRETE SIDEWALK. SEE
DETAIL 7 ON SHEET C-501
ADA STRIPING EAST OF
ADA-ACCESSIBLE SPACE. SEE
DETAIL 15 ON SHEET C-501. 2
COATS BLUE PAINT (TYP.)
PR. CONCRETE COLLAR (TYP.) SEE
DETAIL 13 ON SHEET C-501
PR. DETECTABLE
WARNING. SEE DETAIL
18 ON SHEET C-502
PR. CURB. SEE DETAIL
8 ON SHEET C-501
PR. ISOLATION JOINT
AROUND SHED CURB. SEE
DETAIL 11 ON SHEET C-501.
RE-INSTALL DUMPSTER
ENCLOSURE AND SCREENING
PR. PAVEMENT STRIPING PER
SPECIFICATION SECTION 32 1723.13. 2
COATS YELLOW PAINT (TYP.)
CHANGE CATCH BASIN COVER FROM BEEHIVE
TO EJIW 1040 TYPE M3 OR ENGINEER-APPROVED
EQUIVALENT. ADJUST RIM ELEVATION PER PR.
GRADING PLAN ON SHEET C-105.
PR. ADA-ACCESSIBLE SPACE.
SEE MARKING SYMBOL DETAIL
16 ON SHEET C-501
PROPOSED SITE AND
UTILITY PLAN
C-104
BID
NTH Consultants, Ltd.
Infrastructure Engineering Environmental Services Facilities Engineering
Northville, MI Lansing, MI Detroit, MI Grand Rapids, MI
PROJECT NAME:
REV DATE: DESCRIPTION
REVISION BLOCK
PROJECT LOCATION:
SHEET TITLE:
NTH PROJECT NO.:DESIGNED BY:
SHEET NUMBER:
DATE:
CAD FILE NAME:
SHEET SIZE:
22000364 - LAY
22000364
SEAL/STAMP:
KEY MAP:
DRAWN BY:
CHECKED BY:
ARCH D (24"x36")
NORTH ARROW:
3 WORKING DAYS
1-800-482-7171
CALL MISS DIG
BEFORE YOU DIG
N
Livonia, MI (Laboratory) www.nthconsultants.com
SUBMITTAL LOG
DATE PACKAGE NAME
JBB
JBB
SLG
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ADAM P. LACH, RA, DIRECTOR
STATE FACILITIES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
C
LA
R K
R D
BA
LD
W
IN
R D
McCORMICK DR
SITE
MSP PARKING LOT
REPLACEMENTS - BID
PACK 2 LAPEER
LAPEER POST #34
975 S. MAIN ST.
LAPEER, MI 48446
3/9/2023
2022-11-04 30% DRAWINGS
50% DRAWINGS
90% DRAWINGS
100% DRAWINGS
2022-12-07 2023-01-13 2023-02-21
ISSUED FOR BID2023-03-09
N
EXISTING AIR CONDITIONING UNIT
EXISTING FIRE HYDRANT
EXISTING LIGHT POLE
SOIL BORING LOCATION
EXISTING MANHOLE
EXISTING TRANSFORMER
EXISTING WATER VALVE
EXISTING GAS METER
EXISTING UTILITY POLE
EXISTING BOLLARD
PROPOSED HANDICAP PARKING
EXISTING SIGN
EXISTING CATCH BASIN
PARCEL BOUNDARY LINE
EXISTING BUILDING OVERHANG
EXISTING BUILDING
EXISTING EDGE OFPAVEMENT
EXISTING CONCRETE CURB
EXISTING FENCE
EXISTING PARKING STRIPE
EXISTING TREE
EXISTING CONCRETE TO REMAIN
PROPOSED CONCRETE
PROPOSED ASPHALT
EXISTING TELEPHONE RISER
LEGEND
EXISTINGPARKING SCHEDULE PROPOSED
EXISTING WATER LINE
EXISTING STORM LINE
EXISTING SANITARY LINE
EXISTING OVERHEAD UTILITY LINE
EXISTING GAS LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING UNDERGROUND CABLE
GENERAL NOTES
1. TOPOGRAPHIC SURVEY WAS PERFORMED KEM-TEC DATED SEPTEMBER 29, 2022.
ALL EXISTING INFORMATION SHOWN IS FROM THIS SURVEY OF RECORD OR WAS
SUPPLEMENTED BY INFORMATION FROM SITE VISITS, PREVIOUSLY-SUBMITTED
SITE PLANS, OR HISTORICAL DRAWINGS.
2. ALL UTILITY LOCATIONS ARE APPROXIMATE. VERIFY UTILITY LOCATIONS PRIOR TO
CONSTRUCTION. CONTACT MISS DIG A MINIMUM OF 3 WORKING DAYS PRIOR TO
CONSTRUCTION.
3. THE CONTRACTOR SHALL PROVIDE NECESSARY TRAFFIC CONTROL AND SIGNAGE
TO MAINTAIN ACCESS TO AND WITHIN PROPERTY THROUGHOUT CONSTRUCTION
IN ACCORDANCE WITH LOCAL, COUNTY AND STATE REQUIREMENTS OR AS
DIRECTED BY ENGINEER. CONTRACTOR SHALL PROVIDE APPROPRIATE
BARRICADES AROUND WORK AREAS FOR PEDESTRIAN AND VEHICULAR SAFETY.
4. THE CONTRACTOR SHALL AVOID DAMAGE TO THE EXISTING ITEMS DESIGNATED
TO REMAIN. ANY DAMAGE THAT OCCURS AS A RESULT OF THE CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL
NECESSARY CONSTRUCTION STAKING AND GRADE AND ALIGNMENT CONTROLS.
6. ALL EXISTING SITE FEATURES SHALL BE PROTECTED UNLESS OTHERWISE
INDICATED ON PLANS.
7. ALL EXISTING AND PROPOSED STORMWATER/SANITARY DRAINAGE STRUCTURES
WITHIN PAVED AREAS SHALL HAVE CONCRETE BOXOUTS ADDED, PER CIVIL
DETAILS SHEETS.
8. ALL AREAS OF EARTH DISTURBANCE CAUSED BY CONSTRUCTION ACTIVITIES
SHALL BE SEEDED AND MULCHED WITH 3" TOPSOIL AND MDOT CLASS A SEED
WHERE FINAL EARTH STABILIZATION MEASURES ARE NOT SPECIFICALLY
DESIGNATED.
9. CONFIRM UTILITY STRUCTURE FRAME AND GRATE WITH ENGINEER PRIOR TO
INSTALLATION.
PROPOSED LANDSCAPE RESTORATION
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AutoCAD SHX Text j:\2022\22000364\production sets\msp parking lots2023 bid pack 2\22000364 - lay.dwg Plotted: 3/9/2023 8:48 AM by Sarah Gamache Plotted: 3/9/2023 8:48 AM by Sarah Gamache3/9/2023 8:48 AM by Sarah Gamache by Sarah GamacheSarah Gamache
AutoCAD SHX Text
IF YOU ARE GOING TO WORK NEAR OVERHEAD WIRES ... CALL MISS DIG
AutoCAD SHX Text Red
AutoCAD SHX Text Orange
AutoCAD SHX Text Yellow
AutoCAD SHX Text
COLOR CODES FOR UTILITY LOCATING:
AutoCAD SHX Text
ALTERNATE NUMBER (811)
AutoCAD SHX Text Blue
AutoCAD SHX Text Green
AutoCAD SHX Text Brown
AutoCAD SHX Text Pink
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OIL & GAS
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PHONE & CATV
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ELECTRIC
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WATER
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STORM DRAIN
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SEWER
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REGULAR PARKING SPACES
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ADA ACCESSIBLE SPACES
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TOTAL PARKING SPACES
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EX:860.12
2.
1%
1.6%
1.
9%
1.4%
2.1%
2.5%
1.7%
1.6% 4.8%
4.
9%
2.
7%
2.
6%
6.
7%
0.6%
0.
6%
2.
3%
3.5%
1.
9%
1.
2%
1.
5%
EX:861.62
EX:860.89
EX:860.53
EX:859.93
EX:861.73
EX:860.70
EX:856.86
EX:856.49
EX:859.01
EX:859.71
EX:860.17
860.31 859.75
EX:859.36
EX:859.10
EX:858.76
EX:859.40
EX:859.97
EX:860.24
EX:860.78
EX:860.94
EX:861.56
GU:861.41
TC:860.52
EX:860.55
EX:860.04
EX:860.63
EX:861.44
861.81
EX:862.53
EX:862.56
EX:861.03 EX:861.28
EX:860.92 EX:860.90
EX:860.85
EX:860.56
EX:860.55
860.44
860.20
EX:860.24
EX:860.42
EX:861.02
EX:859.74
EX. STRM CB 10139
EX. RIM:860.20
EX. STRM CB 10240
EX. RIM:858.64EX. STRM CB 10122
EX. RIM:859.28
EX. STRM CB 10026
EX. RIM:856.31
EX. STRM CB 10030
EX. RIM:856.83
EX. STRM CB 10284
EX. RIM:861.47
EX. STRM CB 10073
EX. RIM:857.84
EX. STRM CB 10043
EX. RIM:856.00
EX. STRM CB 10009
EX. RIM:854.94
PR. RIM:859.70
EX:859.98
860.43 860.45
EX:859.92
860.38
EX:860.15
GU:860.09
GU:860.02
GU:859.96
GU:859.85
TC:860.46
TC:860.35
EX:860.92
TC:860.88
TC:860.59
GU:860.38
EX:859.93
EX:860.10
EX:860.30
860.39
860.61
EX:862.28
859.85
859.78
EX:860.33
859.95
EX:861.92
TC:860.39
GU:859.89
TC:861.41
EX:860.14
860.54
860.66
860.94
860.10
863863
860 858859
BID
NTH Consultants, Ltd.
Infrastructure Engineering Environmental Services Facilities Engineering
Northville, MI Lansing, MI Detroit, MI Grand Rapids, MI
PROJECT NAME:
REV DATE: DESCRIPTION
REVISION BLOCK
PROJECT LOCATION:
SHEET TITLE:
NTH PROJECT NO.:DESIGNED BY:
SHEET NUMBER:
DATE:
CAD FILE NAME:
SHEET SIZE:
22000364 - GRA
22000364
SEAL/STAMP:
KEY MAP:
DRAWN BY:
CHECKED BY:
ARCH D (24"x36")
NORTH ARROW:
3 WORKING DAYS
1-800-482-7171
CALL MISS DIG
BEFORE YOU DIG
N
Livonia, MI (Laboratory) www.nthconsultants.com
SUBMITTAL LOG
DATE PACKAGE NAME
JBB
JBB
SLG
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ADAM P. LACH, RA, DIRECTOR
STATE FACILITIES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
C
LA
R K
R D
BA
LD
W
IN
R D
McCORMICK DR
SITE
MSP PARKING LOT
REPLACEMENTS - BID
PACK 2 LAPEER
LAPEER POST #34
975 S. MAIN ST.
LAPEER, MI 48446
3/8/2023
2022-11-04 30% DRAWINGS
50% DRAWINGS
90% DRAWINGS
100% DRAWINGS
2022-12-07 2023-01-13 2023-02-21
ISSUED FOR BID2023-03-09
N
EXISTING AIR CONDITIONING UNIT
EXISTING FIRE HYDRANT
EXISTING LIGHT POLE
SOIL BORING LOCATION
EXISTING MANHOLE
EXISTING TRANSFORMER
EXISTING WATER VALVE
EXISTING GAS METER
EXISTING UTILITY POLE
EXISTING BOLLARD
EXISTING HANDICAP PARKING
EXISTING SIGN
EXISTING CATCH BASIN
PARCEL BOUNDARY LINE
EXISTING BUILDING OVERHANG
EXISTING BUILDING
EXISTING EDGE OF PAVEMENT
EXISTING CONCRETE CURB
EXISTING FENCE
EXISTING PARKING STRIPE
EXISTING TREE
EXISTING CONCRETE TO REMAIN
EXISTING LANDSCAPE TO REMAIN
EXISTING TELEPHONE RISER
LEGEND
EXISTING WATER LINE
EXISTING STORM LINE
EXISTING SANITARY LINE
EXISTING OVERHEAD UTILITY LINE
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING UNDERGROUND CABLE
EX:100.00
100.00
PR. RIM:100.00
GU:100.00
TC:100.00
EX. RIM:100.00
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GUTTER SPOT ELEVATION
PROPOSED TOP OF CURB SPOT ELEVATION
EXISTING RIM SPOT ELEVATION
PROPOSED RIM SPOT ELEVATION
1.0% PROPOSED SLOPE ARROW
GENERAL NOTES
1. TOPOGRAPHIC SURVEY WAS PERFORMED KEM-TEC DATED SEPTEMBER 29, 2022.
ALL EXISTING INFORMATION SHOWN IS FROM THIS SURVEY OF RECORD OR WAS
SUPPLEMENTED BY INFORMATION FROM SITE VISITS, PREVIOUSLY-SUBMITTED
SITE PLANS, OR HISTORICAL DRAWINGS.
2. ALL UTILITY LOCATIONS ARE APPROXIMATE. VERIFY UTILITY LOCATIONS PRIOR TO
CONSTRUCTION. CONTACT MISS DIG A MINIMUM OF 3 WORKING DAYS PRIOR TO
CONSTRUCTION.
3. THE CONTRACTOR SHALL PROVIDE NECESSARY TRAFFIC CONTROL AND SIGNAGE
TO MAINTAIN ACCESS TO AND WITHIN PROPERTY THROUGHOUT CONSTRUCTION
IN ACCORDANCE WITH LOCAL, COUNTY AND STATE REQUIREMENTS OR AS
DIRECTED BY ENGINEER. CONTRACTOR SHALL PROVIDE APPROPRIATE
BARRICADES AROUND WORK AREAS FOR PEDESTRIAN AND VEHICULAR SAFETY.
4. THE CONTRACTOR SHALL AVOID DAMAGE TO THE EXISTING ITEMS DESIGNATED
TO REMAIN. ANY DAMAGE THAT OCCURS AS A RESULT OF THE CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL
NECESSARY CONSTRUCTION STAKING AND GRADE AND ALIGNMENT CONTROLS.
6. ALL EXISTING SITE FEATURES SHALL BE PROTECTED UNLESS OTHERWISE
INDICATED ON PLANS.
7. ALL EXISTING AND PROPOSED STORMWATER/SANITARY DRAINAGE STRUCTURES
WITHIN PAVED AREAS SHALL HAVE CONCRETE BOXOUTS ADDED, PER CIVIL
DETAILS SHEETS.
8. ALL AREAS OF EARTH DISTURBANCE CAUSED BY CONSTRUCTION ACTIVITIES
SHALL BE SEEDED AND MULCHED WITH 3" TOPSOIL AND MDOT CLASS A SEED
WHERE FINAL EARTH STABILIZATION MEASURES ARE NOT SPECIFICALLY
DESIGNATED.
9. CONFIRM UTILITY STRUCTURE FRAME AND GRATE WITH ENGINEER PRIOR TO
INSTALLATION.
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED LANDSCAPE RESTORATION
PROPOSED GRADING PLAN
C-105
EX. CB RIM TO
BE LOWERED
GRADING NOTE
THE FINISHED ASPHALT SURFACE SHALL NOT PRODUCE BIRD BATHS OF
MORE THAN 14 INCH VARIATION IN 10 FEET WHEN CHECKED WITH A 10-FOOT
STRAIGHTEDGE IN LONGITUDINAL, TRANSVERSE, AND DIAGONAL
DIRECTIONS. IF THIS CRITERION FAILS, THE BIRD BATH SHALL BE CORRECTED
BY MILLING AND OVERLAYING OR COMPLETE REMOVAL AND REPLACEMENT
OF THE AFFECTED AREAS. SURFACE PATCHING IS NOT ACCEPTABLE. REFER
TO PROJECT SPECIFICATIONS FOR MORE INFORMATION.
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AutoCAD SHX Text j:\2022\22000364\production sets\msp parking lots2023 bid pack 2\22000364 - gra.dwg Plotted: 3/8/2023 9:46 PM by Sarah Gamache Plotted: 3/8/2023 9:46 PM by Sarah Gamache3/8/2023 9:46 PM by Sarah Gamache by Sarah GamacheSarah Gamache
AutoCAD SHX Text
IF YOU ARE GOING TO WORK NEAR OVERHEAD WIRES ... CALL MISS DIG
AutoCAD SHX Text Red
AutoCAD SHX Text Orange
AutoCAD SHX Text Yellow
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COLOR CODES FOR UTILITY LOCATING:
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ALTERNATE NUMBER (811)
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AutoCAD SHX Text Green
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WV
CIVIL DETAILS (SHEET 1 OF
2)
C-501
22000364 - DET
BID
NTH Consultants, Ltd.
Infrastructure Engineering Environmental Services Facilities Engineering
Northville, MI Lansing, MI Detroit, MI Grand Rapids, MI
PROJECT NAME:
REV DATE: DESCRIPTION
REVISION BLOCK
PROJECT LOCATION:
SHEET TITLE:
NTH PROJECT NO.:DESIGNED BY:
SHEET NUMBER:
DATE:
CAD FILE NAME:
SHEET SIZE:
22000364 - DET
22000364
SEAL/STAMP:
KEY MAP:
DRAWN BY:
CHECKED BY:
ARCH D (24"x36")
NORTH ARROW:
3 WORKING DAYS
1-800-482-7171
CALL MISS DIG
BEFORE YOU DIG
N
Livonia, MI (Laboratory) www.nthconsultants.com
SUBMITTAL LOG
DATE PACKAGE NAME
JBB
JBB
SLG
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ADAM P. LACH, RA, DIRECTOR
STATE FACILITIES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
C
LA
R K
R D
BA
LD
W
IN
R D
McCORMICK DR
SITE
MSP PARKING LOT
REPLACEMENTS - BID
PACK 2 LAPEER
LAPEER POST #34
975 S. MAIN ST.
LAPEER, MI 48446
3/8/2023
2022-11-04 30% DRAWINGS
50% DRAWINGS
90% DRAWINGS
100% DRAWINGS
2022-12-07 2023-01-13 2023-02-21
ISSUED FOR BID2023-03-09
CONCRETE PAVEMENT DETAIL
6" CURB DETAIL4
FULL DEPTH ASPHALT REMOVAL DETAIL
PITCH IN CURB PITCH OUT CURB
NOTE:
SECTION A-A
PLAN VIEW
ELEVATION
A
A
CONSTRUCTION ENTRANCE/MUD MAT
A
SILT FENCE
NOTE:
A
INLET FILTER FABRIC
DOWELED CONTRACTION JOINT
SAWCUT CONTROL JOINT
CROSS SECTION
CONCRETE BOXOUT
LANDSCAPE RESTORATION DETAIL
ASPHALT PAVEMENT DETAIL
STANDARD DUTY SECTION
SIDEWALK CONCRETE PAVEMENT DETAIL
NOTES:
HANDICAPPED PARKING SIGN
ACCESSIBLE PARKING STALLS
ACCESSIBLE PARKING SPACE MARKING SYBMOL
PLAN VIEW
5A
ASPHALT BUTT JOINT
5B
ASPHALT MILL AND OVERLAY DETAIL
ISOLATION JOINT-STRUCTURE
AutoCAD SHX Text j:\2022\22000364\production sets\msp parking lots2023 bid pack 2\22000364 - det.dwg Plotted: 3/8/2023 9:47 PM by Sarah Gamache Plotted: 3/8/2023 9:47 PM by Sarah Gamache3/8/2023 9:47 PM by Sarah Gamache by Sarah GamacheSarah Gamache
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IF YOU ARE GOING TO WORK NEAR OVERHEAD WIRES ... CALL MISS DIG
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COLOR CODES FOR UTILITY LOCATING:
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ALTERNATE NUMBER (811)
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OIL & GAS
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PHONE & CATV
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ELECTRIC
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WATER
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STORM DRAIN
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SEWER
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SURVEYING
AutoCAD SHX Text For free location of public utility lines.
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NOT TO SCALE
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NOT TO SCALE
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BITUMINOUS CONCRETE FULL DEPTH
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EXISTING SUBGRADE
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EXISTING AGGREGATE BASE
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NOT TO SCALE
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WEARING COURSE
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LEVELING COURSE
AutoCAD SHX Text PROOF ROLL EXISTING AGGREGATE BASE. IF THE AGGREGATE BASE IS SOUND, INSTALL NEW PAVEMENT PROFILE AS SPECIFIED. IF AGGREGATE BASE YIELDS, SEE DETAIL 5 ON THIS SHEET.
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#4 BARS
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#4 BARS
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BASE AND SUBBASE AGGREGATES TO EXTEND MINIMUM 1'-0" BEHIND BACK OF CURB.
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*MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION
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NOT TO SCALE
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FILTER CLOTH
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EXISTING GROUND
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EXISTING PAVEMENT
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EXISTING PAVEMENT
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FILTER CLOTH
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EXISTING GROUND
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WARP 110
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U.V. RESISTANCE
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PERMITTIVITY
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(STRENGTH RETAINED)
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ASTM D4355
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ASTM D4491
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PROPERTY
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GRAB TENSILE
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TEST METHOD
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ASTM D4632
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FILL 90
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SILT FENCE B
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SILT FENCE A
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NOT TO SCALE
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A STURDY, LIGHTWEIGHT SUNLIGHT RESISTANT, WOVEN POLYPROPYLENE.
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FABRIC TO BE WRAPPED AROUND FENCE POST
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SHEET FLOW
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EXISTING SOIL
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FILTER FABRIC: EXTENDS INTO TRENCH 6 IN.
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GROUND LINE W/UNDISTURBED VEGETATION
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1IN.X1IN. WOODEN POST
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FILTER FABRIC
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COMPACTED BACKFILL
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6 IN. X 6 IN. ANCHOR TRENCH
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6 IN. ANCHOR TRENCH
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GRADE
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SILT FENCE JOINT, SEE DETAIL BELOW
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NOT TO SCALE
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GROUND LINE
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INLET CASTING
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INLET GRATE
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INLET FILTER SILT BAG INSTALLED PER MANUFACTUER'S INSTRUCTIONS (SEE NOTE ABOVE)
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STEEL FRAME
AutoCAD SHX Text NOTE: ENGINEER-APPROVED SILT BAGS: A. ACF ENVIRONMENTAL, INC. "SILTSACK" B. INLET & PIPE PROTECTION, INC. "FLEXSTORM INLET FILTER" C. DANDY PRODUCTS, INC. "DANDY CURB SACK"
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AutoCAD SHX Text 1" DIA. x 14" LONG SMOOTH EPOXY COATED DOWEL BARS @ 12" C.C. CENTERED ALONG JOINT
AutoCAD SHX Text HOT POURED RUBBER ASPHALT SEALANT ( " x ") 12" x ") 34") )
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1/4" SAWCUT
AutoCAD SHX Text HOT POURED RUBBER ASPHALT SEALANT ( " x ") 12" x ") 34") )
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18" SAWCUT
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CATCH BASIN
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SLOPE TO CB
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TACK COAT EDGE OF CONCRETE BOXOUT BEFORE PLACING ASPHALT
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NEW CONCRETE BOXOUT
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EXISTING OR PROPOSED FINISH
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INSTALL GRASS SEED PER SPECIFICATION SECTION 32 9000
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MULCH, FERTILIZE AND WATER SEED PER MDOT SEEDING SPECIFICATIONS
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NOT TO SCALE
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NOT TO SCALE
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2% CROSS-SLOPE (MAX.)
AutoCAD SHX Text BLUE AND GREEN WITH WHITE BACKGROUND SIGN MUST CONFORM TO REQUIREMENTS OF MMUTCD SIGN R7-8
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PARKING
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RESERVED
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BLUE
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GREEN WITH WHITE BACKGROUND SIGN MUST CONFORM TO REQUIREMENTS OF MMUTCD R7-8P
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VAN
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ACCESSIBLE
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GREEN
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PAVEMENT
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EXPANSION/ISOLATION JOINT
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"VAN ACCESSIBLE"
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SIGN AND "$150 FINE"
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SIGN AS REQUIRED
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PAINT PIPE BASE YELLOW
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1'-6" DIA. CONC. BASE
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3'-6" (MIN.)
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EA WAY THRU PIPE
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#6-14" LONG BARS
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FILLED W/CONC.
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6" DIA. STD. STEEL PIPE
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PARKING
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RESERVED
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GREEN WITH WHITE BACKGROUND
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S150 FINE
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NOT TO SCALE
AutoCAD SHX Text SIGN AS SHOWN ON LEFT. BOLT TO STEEL TUBE W/ 3/8" CADMIUM PLATED BOLTS, NUTS & WASHERS.
AutoCAD SHX Text 2" x 2" x .188" GALV. STEEL TUBE. EXTEND INTO CONCRETE FILLED PIPE BY 2'-0". PAINT PPG EMERY #7751
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1. MINIMUM DIMENSION FROM WALKING SURFACE TO BOTTOM OF MINIMUM DIMENSION FROM WALKING SURFACE TO BOTTOM OF LOWEST SIGN SHALL BE SEVEN (7) FEET. MINIMUM 98-INCH-HIGH CLEARANCE AT VAN PARKING SPACE, ACCESS AISLE, AND ON VEHICULAR ROUTE TO AND FROM VAN SPACE. 2. A SIGN SHALL BE LOCATED AT THE END OF EACH PARKING A SIGN SHALL BE LOCATED AT THE END OF EACH PARKING SPACE, TURNED TO FACE THE VEHICLE, AND CENTERED ON THE SPACE.
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PROVIDE WELDED WATERTIGHT CAP
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4'-6" TO BOTTOM OF LOWEST SIGN
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ONLY
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GREEN
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GREEN
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NOT TO SCALE
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VAN ACCESSIBLE SPACES
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SEE DETAIL FOR ACCESSIBLE PARKING SPACE MARKING SYMBOL
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8' [96"] MIN.
AutoCAD SHX Text NOTES: 1. ACCESS AISLE OF AT LEAST 60-INCH WIDTH MUST BE ACCESS AISLE OF AT LEAST 60-INCH WIDTH MUST BE LEVEL (1:50 MAXIMUM SLOPE IN ALL DIRECTIONS), BE THE SAME LENGTH AS THE ADJACENT PARKING SPACE(S) IT SERVES AND MUST CONNECT TO AN ACCESSIBLE ROUTE TO THE BUILDING. RAMPS MUST NOT EXTEND INTO THE ACCESS AISLE. 2. BOUNDARY OF THE ACCESS AISLE MUST BE THE END BOUNDARY OF THE ACCESS AISLE MUST BE THE END MAY BE A SQUARED OR CURVED SHAPE. 3. TWO ACCESSIBLE PARKING SPACES MAY SHARE AN TWO ACCESSIBLE PARKING SPACES MAY SHARE AN ACCESS AISLE.
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PR. PARKING BUMPERS
AutoCAD SHX Text SEE DETAIL FOR ACCESSIBLE PARKING SIGNS (TYP.)ACCESSIBLE PARKING SIGNS (TYP.) (TYP.)
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HANDICAPPED SPACES PAINTED BLUE 4" WIDE STRIPES
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NOTE: SYMBOL SHALL FACE TO THE RIGHT, AS SHOWN.
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NOT TO SCALE
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PAINTED NON-SLIP BLUE BACKGROUND
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PAINTED, NON-SLIP, WHITE BORDER AND SYMBOL (3" MIN. STROKE WIDTH)
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SAWCUT CONTROL JOINT
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EXPANSION JOINT
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2-#5 EA. SIDE
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CATCH BASIN
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FLOW LINE
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BACK OF CURB
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INSTALL BOND BREAKER
AutoCAD SHX Text NOTES 1. BOXOUT SHALL BE BOXOUT SHALL BE CONSTRUCTED PARALLEL TO THE EXISTING TRAFFIC FLOW DIRECTION. ADD UNDERDRAIN TO STRUCTURE IF NONE PRESENT. 2. HOT-POURED SEALANT SHALL HOT-POURED SEALANT SHALL BE PLACED AROUND OUTSIDE OF CATCH BASIN/MANHOLE RIM AND EXTENTS OF CONCRETE FOR EX. AND PR. CONCRETE BOXOUTS.
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INSTALL BOND BREAKER
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2-#5 EPOXY COATED EA. SIDE
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MANHOLE OR CATCH BASIN
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SAWCUT CONTROL JOINT
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EXPANSION JOINT
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NOT TO SCALE
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FULL DEPTH SAWCUT
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EXISTING PAVEMENT TO REMAIN
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NEW PAVEMENT
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1 " SAWCUT 12" SAWCUT
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NOT TO SCALE
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APPLY BOND COAT BETWEEN EXISTING AND PROPOSED ASPHALT
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NOT TO SCALE
AutoCAD SHX Text HOT POURED RUBBER ASPHALT SEALANT ( " x ") 12" x ") 34") )
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1/2" THICK FIBER JOINT FILLER
AutoCAD SHX Text PROPOSED GRADE TO MATCH EXISTING GRADE UPON OVERLAY COMPLETION UNLESS SHOWN DIFFERENTLY ON GRADING PLAN (SHEET C-105)C-105))
APPLY PAVING FABRIC TO MILLED SURFACE IN STRIP OR ROLL FORMAT TO ADEQUATELY COVER ALL EXISTING CRACKS AND JOINTS. USE MIRAFI MTX PAVING FABRIC, MIRAPAVE PAVING FABRIC, OR EQUIVALENT. APPLY BOND COAT WHERE PAVING FABRIC IS NOT USED AND FOLLOWING PAVING FABRIC MANUFACTURERS RECOMMENDATIONS
File details come from the government source that posted it. Updated .