20220818 Mitchell SP South TS Replace DWGS 1 of 4.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ 171 220000000521 4
- Issued by
- Wexford County, Burt CDP, Michigan
About this file
Mitchell State Park Campground – South Toilet Shower Building Replacement
This document comprises architectural and engineering drawings for the Mitchell State Park Campground South Toilet Shower Building Replacement project, prepared by Gosling Czubak Engineering Sciences, Inc. for the State of Michigan Department of Technology, Management and Budget. The project involves the complete demolition of the existing toilet and shower facility and construction of a new replacement building at the campground located in Cadillac, Michigan. The drawings depict existing site conditions, utility locations, grading plans, erosion control measures, and detailed construction specifications for concrete work, drainage, and landscaping. The plans are dated for bid release on August 18, 2022, following preliminary design completion on June 9, 2022, and 50 percent construction documents dated July 8, 2022. The drawings indicate the proposed new building with a finished floor elevation of 1294.10 and include specifications for site restoration, tree protection, utility coordination, and compliance with ADA accessibility standards.
The project requires contractors to implement comprehensive soil erosion and sedimentation control measures in accordance with Michigan Part 91 regulations, with weekly inspections by a designated DTMB SESC Inspector. Contractors must call Miss Dig (811) a minimum of three working days prior to construction start and coordinate with utility companies regarding the rework and relocation of existing water, gas, and electrical services. All topsoil and organic materials must be removed from building footprints and paved areas, with disturbed areas restored with topsoil, seed, fertilizer, and mulch. The contractor is responsible for investigating and protecting existing utilities and for complete removal and proper disposal of all demolished structure elements. Temporary safety fencing, tree protection, and dust control measures must be maintained throughout construction, with permanent erosion control measures completed within five calendar days of final grading.
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e n g i n e e r i n g s c i e n c e s , i n c .
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
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EXISTING FEATURES &
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NOTES
ROBERT
MICHAEL
ENGINEER
No.
6201050387
ST
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LIC
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PRO IO AL
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ENG
FESS N
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ERVERSCHAEVE
8-3-2022
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SIGN
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ASPHALT
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CONC.
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CONC.
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CONC.
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ASPHALT
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PARKING STOP
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GRAVEL
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ASPHALT
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LANDSCAPING
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LANDSCAPING
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BUILDING OVERHANG
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FIRE PIT
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EXISTING RESTROOMS
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ELEC. OUTLET
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WATER SPIGOT
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2" WATER LINE (PER RECORD DRAWINGS)
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1" WATER LINE (APPROXIMATE PER RECORD DRAWINGS)
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GAS (PER RECORD DRAWINGS)
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REMOVE EXISTING CONCRETE (TYP)
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EXISTING BUILDING TO BE DEMOLISHED
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REMOVE TREE
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REMOVE TREE
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REMOVE TREE
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REMOVE SHRUB
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REMOVE DISPLAY CASE AND SALVAGE TO OWNER
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REMOVE FENCE
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REMOVE SIGNS AND POSTS AND SALVAGE TO OWNER
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REMOVE TREE
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EXISTING GAS SERVICE AND METER TO BE REWORKED. SEE UTILITY PLAN.
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EXISTING ELECTRIC FEED TO BE REWORKED. SEE ELECTRICAL PLAN.
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SAWCUT
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DATE ISSUED FOR
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1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO START OF CONSTRUCTION. 2. PROVIDE PROTECTION FOR ALL OF THE EXISTING TREES TO REMAIN PROVIDE PROTECTION FOR ALL OF THE EXISTING TREES TO REMAIN WITHIN THE PROJECT LIMITS FOR THE DURATION OF THE PROJECT TO MINIMIZE ANY DAMAGE TO THE TREES AS A RESULT OF CONSTRUCTION ACTIVITIES. PLACE PROTECTION BEFORE AND WORK IS STARTED AND IS TO BE IN THE FORM OF FLUORESCENT ORANGE SNOW FENCING OR WOOD RAIL AND POSTS PLACED AROUND EACH TREE. 3. ALL TREES, SHRUBS AND PLANTS DESIGNATED TO REMAIN AND ALL TREES, SHRUBS AND PLANTS DESIGNATED TO REMAIN AND DISTURBED BY CONSTRUCTION OPERATIONS, SHALL BE REPLACED IN-KIND AS DIRECTED BY THE OWNER'S DESIGNATED REPRESENTATIVE OR ARCHITECT/ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 4. IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS ALL WORK IS TO STOP AND THE OWNER'S REPRESENTATIVE / PROJECT MANAGER SHALL BE NOTIFIED. ARTIFACTS OR ARCHAEOLOGICAL MATERIALS ARE DEFINED AS: ABORIGINAL ANTIQUITIES AND OTHER RECORDS ON ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES, CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR COPPER IMPLEMENTS, POTTERY OR SHARD OF POTTERY, OR OTHER OBJECTS RELATING TO NATIVE AMERICAN OCCUPATION; AND MORE MODERN ARTIFACTS, SUCH AS FORTS, RELICS AND OTHER ARTIFACTS RELATING TO THE HISTORIC, COLONIAL, TERRITORIAL, AND EARLY STATEHOOD PERIODS. 5. CONTRACTOR SHALL PROVIDE TEMPORARY SAFETY FENCE AREAS AS CONTRACTOR SHALL PROVIDE TEMPORARY SAFETY FENCE AREAS AS REQUIRED TO PROTECT WORK AND GENERAL PUBLIC. 6. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS. 7. ALL ITEMS NOT INDICATED FOR REMOVAL SHALL REMAIN ALL ITEMS NOT INDICATED FOR REMOVAL SHALL REMAIN UNDISTURBED AND PROTECTED. CONTRACTOR SHALL FULLY RESTORE ANY ITEMS/MATERIALS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 8. ALL ELEMENTS OF THE EXISTING STRUCTURE TO BE DEMOLISHED, ALL ELEMENTS OF THE EXISTING STRUCTURE TO BE DEMOLISHED, INCLUDING FOUNDATIONS, FOOTINGS, SLABS, ETC. SHALL BE COMPLETELY REMOVED FROM THE SITE AND DISPOSED OF IN AN APPROPRIATE MANNER. 9. PROTECT EXISTING TREES NEAR WORK AREA THAT ARE TO REMAIN. PROTECT EXISTING TREES NEAR WORK AREA THAT ARE TO REMAIN. 10. CONTRACTOR SHALL MAINTAIN CLEAN SAW CUT EDGES FOR CONTRACTOR SHALL MAINTAIN CLEAN SAW CUT EDGES FOR PROPOSED WORK TO ABUT. BROKEN EDGES RESULTING FROM CONTRACTOR'S FAILURE TO PROTECT THE EDGE WILL BE SAW CUT BEYOND THE BREAKS AT THE NEAREST JOINT, AT THE CONTRACTOR'S EXPENSE. 11. ALL REMOVALS SHALL BE SAW CUT FULL DEPTH AND COORDINATED ALL REMOVALS SHALL BE SAW CUT FULL DEPTH AND COORDINATED WITH LAYOUT / GRADING PLANS. 12. OWNER TO COORDINATE WITH RESPECTIVE UTILITY COMPANY AND OWNER TO COORDINATE WITH RESPECTIVE UTILITY COMPANY AND OTHER CONSULTANT PLANS FOR ANY REMOVAL/ RELOCATION OF ELECTRICAL, CABLE, TELEPHONE AND GAS LINES. 13. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS OUTSIDE OF CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS OUTSIDE OF PROJECT LIMITS DAMAGED DURING CONSTRUCTION. 14. ALL TOPSOIL AND ORGANIC MATERIAL SHALL BE REMOVED FROM ALL TOPSOIL AND ORGANIC MATERIAL SHALL BE REMOVED FROM UNDER PROPOSED BUILDING, FOOTINGS, SLABS, AND PAVED AREAS. 15. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT WORK TO STORM OR SANITARY SYSTEMS IS PROHIBITED. 16. STORM DRAINS MUST BE PROTECTED FROM DUST AND DEBRIS. STORM DRAINS MUST BE PROTECTED FROM DUST AND DEBRIS. 17. ANY WATER USED DURING CONCRETE AND ASPHALT WORK ANY WATER USED DURING CONCRETE AND ASPHALT WORK (INCLUDING SWEEPING AND SAWCUTTING) MUST BE CONTAINED AND COLLECTED FOR PROPER DISPOSAL. SUGGESTED CONTROLS INCLUDE WET VACUUM OR ABSORBENTS.
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CONCRETE REMOVAL
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ASPHALT REMOVAL
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1. THIS TOPOGRAPHICAL MAP IS BASED UPON A FIELD SURVEY PERFORMED BY GOSLING CZUBAK THIS TOPOGRAPHICAL MAP IS BASED UPON A FIELD SURVEY PERFORMED BY GOSLING CZUBAK ENGINEERING SCIENCES, INC. DURING MARCH 2022. 2. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE SEARCH AND THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE SEARCH AND THEREFORE THIS PROPERTY MAY BE SUBJECT TO EASEMENTS, RIGHT-OF-WAY TAKINGS AND RESTRICTIVE COVENANTS THAT COULD ENCUMBER THIS PARCEL OF LAND. 3. THE BEARING BASE AND COORDINATES OF THIS DRAWING ARE BASED UPON THE MICHIGAN STATE THE BEARING BASE AND COORDINATES OF THIS DRAWING ARE BASED UPON THE MICHIGAN STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NAD 83, INTERNATIONAL FEET, 2011 ADJUSTMENT. CONTROL WAS ESTABLISHED BY GPS OBSERVATION USING THE AVAILABLE MDOT CONTINUOUSLY OPERATING STATIONS (CORS). 4. THE VERTICAL DATUM OF THIS SURVEY IS BASED UPON NAVD 88. CONTROL WAS ESTABLISHED BY THE VERTICAL DATUM OF THIS SURVEY IS BASED UPON NAVD 88. CONTROL WAS ESTABLISHED BY GPS OBSERVATION USING THE AVAILABLE MDOT CONTINUOUSLY OPERATING STATIONS (CORS). 5. THE UTILITY INFORMATION SHOWN ON THIS SURVEY IS SHOWN BASED UPON A COMBINATION OF THE UTILITY INFORMATION SHOWN ON THIS SURVEY IS SHOWN BASED UPON A COMBINATION OF RECORD INFORMATION AND FIELD MEASUREMENTS. THE SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND UTILITIES ARE SHOWN AND/OR POSITIONED PROPERLY ON THIS DRAWING DUE TO AMBIGUOUS PLANS AND RECORDS PROVIDED TO US. THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED TO BE USED AS A GUIDE FOR POSSIBLE UNDERGROUND UTILITY CONFLICTS. IT IS THE RESPONSIBILITY OF OTHERS TO RESOLVE THE ACTUAL LOCATION OF ANY UNDERGROUND UTILITY THROUGH THE MISS DIG FIELD VERIFICATION SYSTEM PRIOR TO ANY SITE EXCAVATION. CALL 811 OR 800-482-7171.
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EXISTING MANHOLE (AS NOTED)
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EXISTING ELECTRIC PEDESTAL
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EXISTING MONITOR WELL
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EXISTING GAS METER
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EXISTING DECIDUOUS SHRUB
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EXISTING DECIDUOUS TREE
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BENCHMARK
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
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before you dig.Call
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ROBERT
MICHAEL
ENGINEER
No.
6201050387
ST
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LIC
ENSED
PRO IO AL
I
AN
G
ENG
FESS N
NE
ERVERSCHAEVE
8-3-2022
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ASPHALT
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PARKING STOP
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GRAVEL
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ASPHALT
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FIRE PIT
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FIRE PIT
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FIRE PIT
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FIRE PIT
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2" WATER LINE (PER RECORD DRAWINGS)
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1" WATER LINE (APPROXIMATE PER RECORD DRAWINGS)
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ELECTRIC (PER RECORD DRAWINGS)
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GAS (PER RECORD DRAWINGS)
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PROPOSED TOILET SHOWER BUILDING F.F.E.=1294.10
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BIKE PARKING (BY OWNER) (TYP)
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AutoCAD SHX Text copyright - all rights reserved. These drawings remain the property of cornerstone architects, inc. and are for uses authorized by the architect only.
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DATE ISSUED FOR
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PROPOSED CONCRETE
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PROPOSED SIDEWALK W/ TACTILE WARNING
1. IIF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS IIF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS ALL WORK IS TO STOP AND THE OWNER'S REPRESENTATIVE / PROJECT MANAGER SHALL BE NOTIFIED. ARTIFACTS OR ARCHAEOLOGICAL MATERIALS ARE DEFINED AS: ABORIGINAL ANTIQUITIES AND OTHER RECORDS ON ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES, CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR COPPER IMPLEMENTS, POTTERY OR SHARD OF POTTERY, OR OTHER OBJECTS RELATING TO NATIVE AMERICAN OCCUPATION; AND MORE MODERN ARTIFACTS, SUCH AS FORTS, RELICS AND OTHER ARTIFACTS RELATING TO THE HISTORIC, COLONIAL, TERRITORIAL, AND EARLY STATEHOOD PERIODS. 2. LIMITED SOIL BORINGS WERE DONE AT SEVERAL LOCATIONS TO SHOW LIMITED SOIL BORINGS WERE DONE AT SEVERAL LOCATIONS TO SHOW INFORMATION REGARDING THE ON-SITE SOILS CONDITIONS. SOIL BORING SOIL BORING LOGS AND REPORT ARE INCLUDED IN THE PROJECT SPECIFICATIONS. INFORMATION IS VALID AT THE LOCATIONS SHOWN AND MAY VARY ELSEWHERE ON THE SITE. 3. ALL DISTURBED AREAS SHALL BE RESTORED WITH TOPSOIL, SEED, ALL DISTURBED AREAS SHALL BE RESTORED WITH TOPSOIL, SEED, FERTILIZER, AND MULCH UNLESS OTHERWISE NOTED.
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C201 e n g i n e e r i n g s c i e n c e s , i n c .
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
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ROBERT
MICHAEL
ENGINEER
No.
6201050387
ST
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LIC
ENSED
PRO IO AL
I
AN
G
ENG
FESS N
NE
ERVERSCHAEVE
8-3-2022
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AutoCAD SHX Text copyright - all rights reserved. These drawings remain the property of cornerstone architects, inc. and are for uses authorized by the architect only.
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DATE ISSUED FOR
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90% SD SET
AutoCAD SHX Text 7/8/22
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50% CD SET
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PROPOSED GRADING CONTOUR
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PROPOSED RUNOFF FLOW DIRECTION
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TC:903.19
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EM:902.69
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FINISH GRADE-EDGE OF METAL
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FINISH GRADE-CONCRETE
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FINISH GRADE
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1. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH OWNER'S REPRESENTATIVE. 2. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED TO OWNER'S REPRESENTATIVE. 3. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA STANDARDS. 4. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF CURB, OR ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF CURB, OR EDGE OF CONCRETE UNLESS OTHERWISE NOTED. 5. SPOT GRADES ARE TO TOP OF FINISHED SURFACE NOTED. SPOT GRADES ARE TO TOP OF FINISHED SURFACE NOTED. 6. GRADE ALL SURFACES AS DETAILED IN THE PLANS. GRADE ALL SURFACES AS DETAILED IN THE PLANS. 7. FINISHED SURFACES ARE TO BE SMOOTH AND EVEN. FINISHED SURFACES ARE TO BE SMOOTH AND EVEN. 8. ANY EXCESS SOIL GENERATED FROM THE SITE TO BE REMOVED ANY EXCESS SOIL GENERATED FROM THE SITE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR. 9. SLOPE OF HANDICAP ACCESSIBLE PARKING AREAS SHALL NOT SLOPE OF HANDICAP ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION.
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PROPOSED SILT FENCE
UTILITY PLAN
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UTILITY PLAN
C300 e n g i n e e r i n g s c i e n c e s , i n c .
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
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UTILITY LEGEND
0'
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10'
Know what's below.
before you dig.Call
R
ROBERT
MICHAEL
ENGINEER
No.
6201050387
ST
ATE OF MICHI
LIC
ENSED
PRO IO AL
I
AN
G
ENG
FESS N
NE
ERVERSCHAEVE
8-3-2022
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ASPHALT
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PARKING STOP
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PARKING STOP
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GRAVEL
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ASPHALT
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ASPHALT
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FIRE PIT
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FIRE PIT
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FIRE PIT
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FIRE PIT
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2" WATER LINE (PER RECORD DRAWINGS)
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1" WATER LINE (APPROXIMATE PER RECORD DRAWINGS)
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ELECTRIC (PER RECORD DRAWINGS)
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GAS (PER RECORD DRAWINGS)
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PROPOSED TOILET SHOWER BUILDING F.F.E.=1294.10
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22 L.F.~4" SEWER SERVICE @ 2%
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2" WATER SERVICE
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CONNECT FOUNDATION DRAIN TO EXISTING DRAIN I.E. ±1290 (FIELD VERIFY)
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CONNECT FOUNDATION DRAIN TO EXISTING DRAIN I.E. ±1290 (FIELD VERIFY)
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CONNECT TO EX. MANHOLE I.E.=1289.62
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INSTALL GATE VALVE AND CONNECT TO EXISTING 2" WATER
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CUT AND CAP EXISTING 1" WATER SERVICE TO OLD BUILDING
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4" I.E. = 1290.06 ± @ BUILDING
AutoCAD SHX Text CONTRACTOR TO VERIFY EXISTING SANITARY CONNECTION TO THIS STRUCTURE AND CLEANOUT PRIOR TO CONNECTING NEW SERVICE.
AutoCAD SHX Text REPLACE EX. HDPE DRAINAGE STRUCTURE W/ CONCRETE CATCH BASIN. REWORK AND CONNECT (3) EX. 6" PIPES TO NEW BASIN
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REWORKED GAS LINE. COORDINATE WITH UTILTY AS REQUIRED
AutoCAD SHX Text CONTRACTOR TO VERIFY EXISTING SANITARY CONNECTION CONNECTION AT THIS CLEANOUT PRIOR TO CONNECTING NEW SERVICE. ELIMINATE CLEANOUT IF INACTIVE
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SHEET TITLE:
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SHEET NO:
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PROJECT NO:
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PM:
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PIC:
AutoCAD SHX Text copyright - all rights reserved. These drawings remain the property of cornerstone architects, inc. and are for uses authorized by the architect only.
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DATE ISSUED FOR
AutoCAD SHX Text 6/9/2022
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90% SD SET
AutoCAD SHX Text 7/8/22
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50% CD SET
AutoCAD SHX Text 8/5/22
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PLAN REV/PERMIT
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PROPOSED SANITARY SEWER SERVICE
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PROPOSED FOUNDATION DRAIN
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PROPOSED GAS METER
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SOIL EROSION AND SEDIMENTATION CONTROL PLAN
SCALE : 1" = 10'
N O
R
TH
SOIL EROSION &
SEDIMENTATION
CONTROL PLAN
C400 e n g i n e e r i n g s c i e n c e s , i n c .
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
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Know what's below.
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R
MULCH
On flat areas, mild 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.
PERMANENT SEEDING
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.SILT FENCE
DENOTES PERMANENT MEASURE DENOTES TEMPORARY MEASURE
E6 E8 E6 E8
E6 E8E6 E8
E6 E8E6 E8
S51
S51
Use at stormwater inlets, especially at construction sites
INLET PROTECTION
FABRIC DROP
S58
ROBERT
MICHAEL
ENGINEER
No.
6201050387
ST
ATE OF MICHI
LIC
ENSED
PRO IO AL
I
AN
G
ENG
FESS N
NE
ERVERSCHAEVE
8-3-2022
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ASPHALT
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PARKING STOP
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PARKING STOP
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GRAVEL
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ASPHALT
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ASPHALT
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FIRE PIT
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FIRE PIT
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FIRE PIT
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FIRE PIT
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2" WATER LINE (PER RECORD DRAWINGS)
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1" WATER LINE (APPROXIMATE PER RECORD DRAWINGS)
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ELECTRIC (PER RECORD DRAWINGS)
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GAS (PER RECORD DRAWINGS)
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PROPOSED TOILET SHOWER BUILDING F.F.E.=1294.10
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SHEET TITLE:
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SHEET NO:
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PROJECT NO:
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PM:
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PIC:
AutoCAD SHX Text copyright - all rights reserved. These drawings remain the property of cornerstone architects, inc. and are for uses authorized by the architect only.
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DATE ISSUED FOR
AutoCAD SHX Text 6/9/2022
AutoCAD SHX Text
90% SD SET
AutoCAD SHX Text 7/8/22
AutoCAD SHX Text
50% CD SET
AutoCAD SHX Text 8/5/22
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PLAN REV/PERMIT
AutoCAD SHX Text 8/18/22
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BID
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AutoCAD SHX Text SOIL EROSION AND SEDIMENTATION CONTROL NOTES 1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL – 1994 PA 451, PART 91, AS AMENDED, MCL 324.9101 ET SEQ.). 1994 PA 451, PART 91, AS AMENDED, MCL 324.9101 ET SEQ.). 2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF THE STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT IS REQUIRED THE PROFESSIONAL SERVICES CONTRACTOR (DESIGN CONSULTANT) SHALL PREPARE AN SESC PLAN. THE SESC PLAN SHALL ADDRESS BOTH WIND AND WATER EROSION AND SEDIMENTATION. 3. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT’S SESC PLAN IN ORDER TO THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT’S SESC PLAN IN ORDER TO S SESC PLAN IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION PLAN”, WHICH SESC IMPLEMENTATION PLAN”, WHICH , WHICH INDICATES THE CONTRACTOR’S INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE S INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE. 4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE THE CONTRACTOR AN “AUTHORIZATION TO PROCEED WITH EARTH CHANGE”, WHICH AUTHORIZATION TO PROCEED WITH EARTH CHANGE”, WHICH , WHICH IS TO BE POSTED AT THE JOB SITE. THIS DOCUMENT IS ISSUED IN LIEU OF A PERMIT FROM THE COUNTY OR OTHER LOCAL ENFORCING AGENCY. 5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY THE PROJECT’S SESC PLAN, SESC IMPLEMENTATION PLAN, S SESC PLAN, SESC IMPLEMENTATION PLAN, DTMB’S SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK, DATED FEBRUARY S SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK, DATED FEBRUARY 2005, AND AS DIRECTED BY THE PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC INSPECTOR, AND/OR DTMB PROJECT DIRECTOR. THE DTMB SESC INSPECTOR SHALL INSPECT THE SITE WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS. 6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK ACTIVITIES. 7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS. 8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. THE USE OF CHEMICAL DUST SUPPRESSION IS NOT ALLOWED AT THIS SITE. IF CONTRACTOR DESIRES TO USE WATER WITHDRAWN FROM BURT LAKE FOR DUST SUPPRESSION, A WITHDRAWAL PERMIT IS REQUIRED TO BE OBTAINED FROM THE DEQ. 9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST MANAGEMENT PRACTICES. 10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT. RECOMMEND INSPECTING AND MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A DAILY BASIS. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS. 11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION. 12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL PERMANENT SOILL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. 13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL TO PREVENT SOIL EROSION AND SEDIMENTATION. 14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY THE PROPERTY OWNER. 15. MULCH BLANKETED AREAS SHALL BE LIMITED TO SLOPES OF 3H:1V OR STEEPER AND MULCH BLANKETED AREAS SHALL BE LIMITED TO SLOPES OF 3H:1V OR STEEPER AND CRITICAL AREAS NOTED ON PLAN. BLANKET USED SHALL BE A BIODEGRADABLE JUTE NETTING BLANKET PLACED OVER STRAW MULCH. SEE SPECIFICATION SECTION 02270.
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WHERE USED
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SYMBOL
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SESC MEASURE
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KEY
AutoCAD SHX Text E6
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AutoCAD SHX Text S51
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%%UDTMB SESC KEY & LEGEND
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DISTURBANCE LIMITS
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PROPOSED SILT FENCE
S58
SOIL EROSION &
SEDIMENTATION
CONTROL DETAILS
C401 e n g i n e e r i n g s c i e n c e s , i n c .
1280 Business Park Dr.
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
6.
4.
p ho ne
Br id ge
S t.
N W
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I 4
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ROBERT
MICHAEL
ENGINEER
No.
6201050387
ST
ATE OF MICHI
LIC
ENSED
PRO IO AL
I
AN
G
ENG
FESS N
NE
ERVERSCHAEVE
8-3-2022
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SHEET TITLE:
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SHEET NO:
AutoCAD SHX Text
PROJECT NO:
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PM:
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PIC:
AutoCAD SHX Text copyright - all rights reserved. These drawings remain the property of cornerstone architects, inc. and are for uses authorized by the architect only.
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DATE ISSUED FOR
AutoCAD SHX Text 6/9/2022
AutoCAD SHX Text
90% SD SET
AutoCAD SHX Text 7/8/22
AutoCAD SHX Text
50% CD SET
AutoCAD SHX Text 8/5/22
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PLAN REV/PERMIT
AutoCAD SHX Text 8/18/22
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BID
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* Dormant seeding is for use in the late fall after the soil temperature remains consistently below 50 F, prior to the ground freezing. This practice is appropriate if construction on a site is completed in the fall but the seed was not planted prior to recommended seeding dates. No seed germination will take place until spring. A cool season annual grass may be added in an attempt to have some fall growth.
AutoCAD SHX Text Mulch must be used with dormant seed.
AutoCAD SHX Text Do not seed when the ground is frozen or snow covered.
AutoCAD SHX Text Do not use a dormant seed mix on grassed waterways.
AutoCAD SHX Text Planting Zones::
AutoCAD SHX Text Seeding Window
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AutoCAD SHX Text 5/1 - 10/1
AutoCAD SHX Text Source: Adapted from MDOT Interim 2003 Standard Specifications for Construction
AutoCAD SHX Text 4/15 - 10/10
AutoCAD SHX Text 5/1 - 9/20
AutoCAD SHX Text Lower Peninsula (North of T20N)
AutoCAD SHX Text Lower Peninsula (South of T20N)
AutoCAD SHX Text Upper Peninsula
AutoCAD SHX Text Lower Peninsula (South of U.S. 10)
AutoCAD SHX Text Source: Adapted from USDA NRCS Technical Guide #342 (1999)
AutoCAD SHX Text 11/1 - Freeze
AutoCAD SHX Text 4/1 - 8/1
AutoCAD SHX Text Seeding Dates (with Irrigation or Mulch)
AutoCAD SHX Text 10/25 - Freeze
AutoCAD SHX Text 10/25 - Freeze
AutoCAD SHX Text Upper Peninsula
AutoCAD SHX Text Zone 3
AutoCAD SHX Text 5/1 - 9/10
AutoCAD SHX Text Lower Peninsula (North of U.S. 10)
AutoCAD SHX Text Zone 2
AutoCAD SHX Text 5/1 - 9/20
AutoCAD SHX Text Zone 1
AutoCAD SHX Text Dormant Seeding Dates**
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AutoCAD SHX Text Seeding Dates (w/o Irrigation or Mulch)
AutoCAD SHX Text 4/1 - 5/20
AutoCAD SHX Text 5/1 - 6/10
AutoCAD SHX Text 5/1 - 6/15
AutoCAD SHX Text 8/10 - 10/1
AutoCAD SHX Text 8/1 - 9/20
AutoCAD SHX Text 8/1 - 9/20
AutoCAD SHX Text or
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MANAGEMENT AND BUDGET
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DEPARTMENT OF
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MICHIGAN
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PERMANENT SEEDING
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AutoCAD SHX Text Seeding Window
AutoCAD SHX Text 11/15 - Freeze
AutoCAD SHX Text 11/01 - Freeze
AutoCAD SHX Text Permanent Seeding
AutoCAD SHX Text Dormant Seeding*
AutoCAD SHX Text 11/01 - Freeze
AutoCAD SHX Text When
AutoCAD SHX Text Why
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AutoCAD SHX Text When areas are subject to erosive surface sheet flows or severe wind.
AutoCAD SHX Text Temporarily protects seeded areas and slopes against erosion from rain or wind. Holds soil moisture to allow for seed germination and reduces wind dessication of germinated seeds. Inhibits seed consumption by birds.
AutoCAD SHX Text Use on exposed slopes, newly seeded areas and other areas subject to erosion.
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MULCHING SPECIFICATIONS
AutoCAD SHX Text Prepare surface to proper grade and compaction requirements.
AutoCAD SHX Text If treatment area is to be revegetated immediately, spread or drill seed, or install vegetative sprigs into planting surface.
AutoCAD SHX Text Select mulch material appropriate for site characteristics, including grade, level of traffic, installation method, and accessibility.
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AutoCAD SHX Text Other surface runoff control measures should be installed prior to mulching.
AutoCAD SHX Text Mulches should not be applied if free surface water is present but may be applied to wet soil.
AutoCAD SHX Text Straw - Most common and widely used material. - Most common and widely used material. Provides organic matter as it breaks down. Effectiveness of sediment reduction high for at least 3 months. Subject to windblow and washout. For straw, apply a minimum of 2 tons/acre or approx. 50 lbs./1000 sq.ft. to cover the surface. Increase application rates 50% for dormant seeding.
AutoCAD SHX Text Rock - Crushed stone and gravel maintain effectiveness - Crushed stone and gravel maintain effectiveness indefinitely if maintained to repair compaction. Cover 2-3" in depth (approx. 2.27 tons/1000 sq. ft.).
AutoCAD SHX Text Wood chips/bark - Chips decompose slowly but may - Chips decompose slowly but may require nitrogen fertilizer application to avoid nutrient deficiency. Tend to wash down slopes over 6% and may clog inlet grates. Cover 2-3" in depth.
AutoCAD SHX Text Mulches (particularly straw) may need anchoring. Common methods include crimping, disking, or punching into soil; covering with netting; spraying with a binder/tackifier, or keeping moist.
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MULCHING SPECIFICATIONS
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STANDARD SYMBOL
AutoCAD SHX Text Tackifiers are slippery when wet. Equipment must be kept clean to prevent accidents.
AutoCAD SHX Text Tackifiers can mark vehicles, signs, or other objects if these items are not protected.
AutoCAD SHX Text If using a tackifier to anchor mulch in place, apply immediately after mulch has been placed. Tackifiers include:
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AutoCAD SHX Text Latex-Base. Mix 37 gallons of adhesive or the . Mix 37 gallons of adhesive or the manufacturer's recommended rate with a minimum of 620 lbs. of recycled newsprint as a tracer with 925 gallons of water.
AutoCAD SHX Text Recycled Newsprint. Mix 1850 lbs. of newsprint with . Mix 1850 lbs. of newsprint with 3700 gallons of water.
AutoCAD SHX Text Wood Fiber. Mix 1850 lbs. of wood fiber with 3700 . Mix 1850 lbs. of wood fiber with 3700 gallons of water.
AutoCAD SHX Text Guar Gum. Mix 120 lbs. of dry adhesive and a minimum . Mix 120 lbs. of dry adhesive and a minimum of 620 lbs. recycled newsprint as a tracer with 3225 gallons of water.
AutoCAD SHX Text Other Tackifiers. Mix 240 lbs. of dry adhesive or the . Mix 240 lbs. of dry adhesive or the manufacturer's recommended rate and a minimum of 620 lbs. of recycled newsprint as a tracer with 3225 gallons of water.
AutoCAD SHX Text Maintenance
AutoCAD SHX Text Inspect mulched areas periodically and after any storm event. Repair damaged areas, reseed or replace vegetation (if necessary), and replace lost mulch immediately.
AutoCAD SHX Text Keep eroded soil, vehicular and pedestrian traffic, and concentrated runoff away from the mulched area.
AutoCAD SHX Text Mulch can be blown or washed away if not secured.
AutoCAD SHX Text Organic mulches, particularly thick applications of wood chips, can reduce nitrogen availability to desired plants, may inhibit good surface coverage by vegetation, and should be supplemented with fertilizer.
AutoCAD SHX Text Hay mulch should not be used, as it can contain noxious weeds.
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MICHIGAN
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DEPARTMENT OF
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MANAGEMENT AND BUDGET
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SILT FENCE
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SPACING 6-10' MAX.
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1' MIN.
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6" ANCHOR TRENCH
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FENCE POSTS DRIVEN INTO GROUND 1' MIN.
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SILT FENCE B
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SILT FENCE A
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FABRIC TO BE WRAPPED AROUND FENCE POST
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1' MIN.
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UNDISTURBED VEGETATION
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GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE, TOWARDS EARTH DISRUPTION
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RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC
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SHEET FLOW
AutoCAD SHX Text 6"x6" ANCHOR TRENCH
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ROLL JOINTS
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STANDARD SYMBOL
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MICHIGAN
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DEPARTMENT OF
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MANAGEMENT AND BUDGET
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ROLL JOINT
AutoCAD SHX Text When sediment laden stormwater requires treatment before entering a stormwater drainage system.
AutoCAD SHX Text To prevent sediment from entering stormwater systems.
AutoCAD SHX Text Use in or at stormwater inlets, especially at construction sites or in streets.
AutoCAD SHX Text Drop inlet filters should be inspected routinely and after each major rain event.
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INLET PROTECTION - FABRIC DROP SPECIFICATIONS
AutoCAD SHX Text A filter fabric bag is hung inside the inlet, beneath the grate.
AutoCAD SHX Text Anchor filter bag with 1" rebar for removal from inlet.
AutoCAD SHX Text If needed, initiate repairs immediately upon inspection.
AutoCAD SHX Text Damaged filter bags should be replaced.
AutoCAD SHX Text Clean and/or replace filter bag when 1/2 full.
AutoCAD SHX Text Replace clogged fabric immediately.
AutoCAD SHX Text Remove entire protective mechanism when upgradient areas are stabilized and streets have been swept.
AutoCAD SHX Text Can only accommodate small flow quantities.
AutoCAD SHX Text Requires frequent maintenance.
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AutoCAD SHX Text Replace grate, which will hold bag in place.
AutoCAD SHX Text Flaps of bag that extend beyond the bag can be buried in soil in earth areas.
AutoCAD SHX Text Ponding may occur around storm drains if filter is clogged.
AutoCAD SHX Text When
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AutoCAD SHX Text Where
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MICHIGAN
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DEPARTMENT OF
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MANAGEMENT AND BUDGET
AutoCAD SHX Text Maintenance
AutoCAD SHX Text Limitations
AutoCAD SHX Text S58
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INLET PROTECTION - FABRIC DROP
AutoCAD SHX Text 4'-0"
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INSTALLATION DETAIL
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ISOMETRIC VIEW
AutoCAD SHX Text 2'-0"
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INLET GRATE
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1" REBAR FOR BAG REMOVAL FROM INLET
AutoCAD SHX Text 3'-0"
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STANDARD SYMBOL
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MICHIGAN
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DEPARTMENT OF
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MANAGEMENT AND BUDGET
S58
Traverse City, Michigan
231-946-9191 phone info@goslingczubak.com www.goslingczubak.com
CIVIL ENGINEERING
SURVEYING
ENVIRONMENTAL SERVICES
GEOTECHNICAL
CONSTRUCTION SERVICES
DRILLING
LANDSCAPE ARCHITECTURE
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INTEGRAL SIDEWALK AND CURB DETAIL
NOT TO SCALE
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
PERPENDICULAR SECTION LONGITUDINAL SECTION
TYPICAL PAVEMENT DETAIL
NOT TO SCALE
HANDICAP SIGN DETAIL
NOT TO SCALE
ONLY
RESERVED
PARKING
DETAILS
C501
2' DIA. CATCH BASIN DETAIL
NOT TO SCALE
THICKENED EDGE SIDEWALK DETAIL
NOT TO SCALE
EXISTING DRAINAGE DETAILS
NOT TO SCALE
ROBERT
MICHAEL
ENGINEER
No.
6201050387
ST
ATE OF MICHI
LIC
ENSED
PRO IO AL
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AN
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ENG
FESS N
NE
ERVERSCHAEVE
8-3-2022
AutoCAD SHX Text
SHEET TITLE:
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SHEET NO:
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PROJECT NO:
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PM:
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PIC:
AutoCAD SHX Text copyright - all rights reserved. These drawings remain the property of cornerstone architects, inc. and are for uses authorized by the architect only.
AutoCAD SHX Text
DATE ISSUED FOR
AutoCAD SHX Text 6/9/2022
AutoCAD SHX Text
90% SD SET
AutoCAD SHX Text 7/8/22
AutoCAD SHX Text
50% CD SET
AutoCAD SHX Text 8/5/22
AutoCAD SHX Text
PLAN REV/PERMIT
AutoCAD SHX Text 8/18/22
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BID
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(2) #4 BARS#4 BARS
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1/4"/FT.
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CONCRETE SIDEWALK - BROOM FINISH
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TC: ELEV.
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EM: ELEV.
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MIN. 6" COMPACTED GRANULAR BASE
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2" RIGID INSULATION UNDER HEATED SLAB AREAS
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SEE CONCRETE SIDEWALK DETAIL FOR JOINT SPACING LAYOUT NOTES.
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4" NORMAL 8" HEATED
AutoCAD SHX Text 6"x6" W1.4 x W1.4 WWF
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SLOPE PER PLAN
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4" CONCRETE SIDEWALK
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TC: ELEV.
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TC: ELEV.
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BROOM FINISH SURFACE
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EXPANSION JOINT. 40' MAX SPACING.
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JOINT DEPTH MIN. SLAB 13 SLAB THICKNESS
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TOOL FORMED CONTROL JOINT. SPACING AS SQUARE AS POSSIBLE ±5'
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FIBER JOINT FILLER
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MIN. 6" COMPACTED GRANULAR BASE
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BROOM FINISH SURFACE (TYP)
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COMPACTED SUBGRADE
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EXISTING SUBGRADE
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EXISTING SUBGRADE
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BASE BID
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CONTRACTOR OPTION
AutoCAD SHX Text CONCRETE MAY BE SUBSTITUTED FOR THE ASPHALT PAVEMENT AT THE OPTION OF THE CONTRACTOR.
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DIRECT DRIVEN STEEL CHANNEL POST
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VAN
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ACCESSIBLE
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AutoCAD SHX Text SIGNS SHALL HAVE REFLECTIVE GREEN LETTERING ON REFLECTIVE WHITE BACKGROUNDS. HANDICAP SYMBOL SHALL BE BLUE AND WHITE
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SAND OR GRAVEL LEVELING
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UNDISTURBED EARTH
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OUTLET
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KOR-N-SEAL GASKET, OR EQUAL, TYP.
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EJ 1000 FRAME & TYPE M GRATE
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CASTING SET IN MORTAR
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INTEGRAL BASE
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(2) #4 BARS#4 BARS
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SLOPE PER GRADING PLAN
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4" CONCRETE SIDEWALK - BROOM FINISH
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TC: ELEV.
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EM: ELEV.
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MIN. 6" COMPACTED GRANULAR BASE
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SEE CONCRETE SIDEWALK DETAIL FOR JOINT SPACING LAYOUT NOTES.
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AutoCAD SHX Text C501
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INSTALL FITTING(S) AS REQUIRED TO CONNECT NEW UNDERDRAINS WHERE NOTED ON PLAN
EXISTING DETAILS FROM 2014 STORM SEWER IMPROVEMENT PROJECT - NF ENGINEERS
File details come from the government source that posted it. Updated .