Plans_17282.pdf

STATE OF MICHIGAN

DEPARTMENT OF NATURAL RESOURCES

LEXINGTON STATE HARBOR:

TOILET/SHOWER BUILDING RENOVATION

CONSTRUCTION PROJECT

7411 HURON AVENUE

VILLAGE OF LEXINGTON, SANILAC COUNTY, MICHIGAN 48450

FILE #: 751/17282.BDW

INDEX NUMBER #: 5608

ISSUED FOR:

BIDDING

SANILAC COUNTY, MICHIGAN

EDGEWATER RESOURCES, LLC

518 BROAD ST.

ST. JOSEPH, MI 49085

CONTACT:

MICHELLE M RUMSA, RA, NCARB, ALA

PROJECT MANAGER

(269) 277-2150

MISS DIG

CALL AT LEAST 3 FULL WORKING DAYS (72 HRS)

BEFORE YOU DIG

STATE OF MICHIGAN

DEPARTMENT OF NATURAL RESOURCES

DANIEL EICHINGER, DIRECTOR

CONTACT:

JOHN TERPSTRA

REGIONAL FIELD PLANNER

(248) 672-7584

PERMIT INFORMATION

AGENCY PERMIT NO DATE

AUTHORIZED EXPIRATION DATE

LARA

EGLE

SESC

PERMIT FROM DTMB IS REQUIRED FOR CONSTRUCTION. CONTRACTOR IS

RESPONSIBLE FOR COORDINATION WITH CHRISTOPHER MCGARRY:

MCGARRYC@MICHIGAN.GOV

LAKE HURON

LOCATION MAP

NOT TO SCALE

LEXINGTON

LEXINGTON STATE HARBOR

CONTACT:

BRUCE WATKINS, P.E., PROJECT DIRECTOR

(517) 242-7882

E-0.00 ELECTRICAL LEGEND

E-1.00

M-1.00 MECHANICAL PLANS

E-1.01

E-1.02

E-6.00

E-6.01

ELECTRICAL DEMOLITION

ELECTRICAL POWER PLAN

ELECTRICAL LIGHTING PLAN

ELEC.SINGLE LINE DIAGRAM EXISTING

ELEC. SINGLE LINE DIAGRAM PROPOSED

M-10.0

P-1.00

P-1.01

MECHANICAL SCHEDULES AND DETAILS

PLUMBING DEMOLITION PLANS

PLUMBING PLANS

Sheet List Table Sheet

Number Sheet Title

G-1.00 COVER SHEET

G-1.01 NOTES

SD-1.00 SITE DEMOLITION PLAN

LS-1.00 SITE PLAN

LS-5.00 SITE DETAILS

EX-1.00 EXISTING BUILDING CONDITIONS

A-1.00 DEMOLITION PLAN

A-1.01 FOUNDATION PLAN

A-1.02 PROPOSED FLOOR PLANS & SCHEDULES

A-2.00 EXTERIOR ELEVATIONS

A-3.00 BUILDING SECTIONS AND DETAILS

A-3.01 INTERIOR ELEVATIONS & FLOOR PLAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

P-10.0 PLUMBING SCHEDULES AND DETAILS

CIVIL ENGINEERING

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND CONTROL.

SEAL NAME: DATE:

Daryl J Veldman, PE 8.27.2021

MECH, PLUMBING, ELECTRICAL ENGINEERING

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND CONTROL.

SEAL NAME: DATE:

Eric Schippers, PE 8.27.2021

ARCHITECTURAL

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND CONTROL.

SEAL NAME: DATE:

Michelle M Rumsa, RA 8.27.2021

1. THE "2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND "STANDARD PLANS" BY THE MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) ARE HEREBY INCORPORATED INTO THESE CONTRACT DOCUMENTS.

COPIES OF THESE STANDARDS ARE AVAILABLE FOR INSPECTION AT THE OFFICE OF THE ENGINEER.

2. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, AND RULES AND REGULATIONS IN FORCE AT

TIME OF CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION WITH OTHER CONTRACTORS INVOLVED WITH CONSTRUCTION OF THE PROPOSED DEVELOPMENT AND FOR REPORTING ANY ERRORS OR DISCREPANCIES BETWEEN THESE PLANS AND/OR PLANS PREPARED BY OTHERS. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS BECOME APPARENT, THESE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO

CONSTRUCTION OF ANYTHING AFFECTED SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING ALL BONDS AND INSURANCE CERTIFICATES AND SUBMITTING TRAFFIC CONTROL PLANS FOR REVIEW AND APPROVAL WHICH MAY BE REQUIRED BY CITY AND COUNTY FOR THE CONSTRUCTION OF THIS PROJECT WITHIN THE RESPECTIVE ROAD RIGHT-OF-WAY. THE CONTRACTOR

SHALL APPLY FOR THESE PERMITS UNLESS OTHERWISE NOTED.

5. ATTENTION IS DIRECTED TO THE FACT THAT THE WORK ASSOCIATED WITH THIS CONTRACT WILL OCCUR AT AN ACTIVE AND FUNCTIONAL MARINA FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, OWNER'S REPRESENTATIVE AND PROJECT MANAGER TO MINIMIZE DISRUPTION TO THE OPERATIONS OF THE PARK. THE CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE A SAFE WORK SITE AND TO PROTECT THE PUBLIC, VISITORS

AND EMPLOYEES OF THE PARK, FROM HARM AS A RESULT OF CONSTRUCTION ACTIVITIES.

6. CONSTRUCTION ON OTHER PHASES OF CONSTRUCTION MAY BE ONGOING SIMULTANEOUSLY TO THIS PROJECT.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK AND STAGING AREA USE WITH ALL OTHER

CONTRACTORS ONSITE.

7. THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES, STRUCTURES, AND APPURTENANCES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT GUARANTEED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES, STRUCTURES, AND APPURTENANCES IN THE PATH OF THE ADJACENT TO THE PROPOSED WORK.

8. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE AND ARE NOT GUARANTEED. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COST DUE TO CONTRACTORS FAILURE TO VERIFY EXISTING CONDITIONS AND

DIMENSIONS.

9. PRIOR TO THE START OF MEANINGFUL CONSTRUCTION, DIG TEST PITS TO DETERMINE PRECISE LOCATIONS AND DEPTH OF ANY UNDERGROUND UTILITY IN QUESTION AND IMPACTED BY THE WORK. IMMEDIATELY REPORT RESULTS TO THE ARCHITECT/ENGINEER OF ANY SIGNIFICANT DISCREPANCIES BETWEEN THE PLANS AND ACTUAL LOCATIONS OF SAID STRUCTURES. TEST PITS AND ASSOCIATED REPORTING SHALL BE INCLUDED IN THE PRICE BID.

10. WHEN EXISTING SITE AMENITIES WHICH ARE PLANNED TO REMAIN ARE DAMAGED DURING THE COURSE OF CONSTRUCTION AS A RESULT OF CONTRACTORS WORK, IT SHALL BE REPAIRED AND/OR REPLACED WITH SIMILAR OR LIKE MATERIALS AS MUCH AS POSSIBLE, SUBJECT TO OWNERS APPROVAL AND AT NO ADDITIONAL COST TO OWNER.

11. ANY AND ALL PROPERTY LINES AND RIGHTS-OF-WAY LINES SHOWN ARE APPROXIMATE AND INTENDED FOR GENERAL INFORMATION. NO WARRANTY IS PROPOSED OR IMPLIED AS TO THE ACCURACY OF SAID LINES.

12. THE OWNERS OF THE VARIOUS UTILITIES WITHIN THE RIGHTS-OF-WAY OR ADJACENT EASEMENTS, IF ANY, WILL FIELD LOCATE AND MARK THE LOCATION OF THEIR FACILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE

VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE THEIR FACILITIES.

13. SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLIC ROADWAYS, DRIVES, PARKING

AREAS OR PROPERTIES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.

14. THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL MATERIALS, TOOLS AND EQUIPMENT, INCLUDING SPECIAL

CUTTING DEVICES, NECESSARY TO PERFORM THE WORK CONTAINED IN THIS CONTRACT.

15. CONTRACTOR STAGING AREAS AND CONSTRUCTION ENTRANCE LOCATIONS SHALL BE COORDINATED WITH THE OWNERS DESIGNATED REPRESENTATIVE PRIOR TO START OF CONSTRUCTION, PROVIDE A STABILIZED CONSTRUCTION ENTRANCE, IF REQUIRED, AND RESTORE ALL DISTURBED AREAS. PROPER SIGNAGE, FENCING AND BARRICADES SHALL BE PROVIDED TO LIMIT PEDESTRIAN ACCESS TO THE CONSTRUCTION SITE INCLUDING SITE ACCESS AREAS, STAGING AREAS, AREAS OF FRESHLY PLACED OR UN-CURED CONCRETE OR ANY OTHER AREAS

UNDER DISTURBANCE BOTH LANDSIDE AND WATERWARD.

16. PROTECT ALL EXISTING SITE AMENITIES NOT DESIGNATED FOR REMOVAL.

17. ANY SITE AMENITY, UTILITY, STREET APPURTENANCE, OR OTHER ITEM WHICH BECOMES DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND BY THE CONTRACTOR AS DETERMINED BY THE OWNER'S DESIGNATED REPRESENTATIVE OR ARCHITECT/ENGINEER AND AT NO ADDITIONAL

COST TO THE OWNER.

18. PRIOR TO THE START OF CONSTRUCTION, NOTIFY MISS DIG SYSTEMS, INC. THREE (3) FULL WORK DAYS (NOT COUNTING THE DAY OF THE CALL, WEEKENDS, OR HOLIDAYS) AT 1-800-482-7171 TO REQUEST UTILITY STAKEOUT OF

ALL PUBLIC UTILITIES.

19. PROVIDE PROTECTION FOR ALL OF THE EXISTING TREES TO REMAIN AS SHOWN ON PLANS 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. SEE SPECIFICATIONS FOR DETAILS.

20. 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.

21. NOTIFY PROPERTY OWNERS PRIOR TO ANY REMOVAL OR RECONSTRUCTION WORK EITHER ON THEIR PROPERTY OF ALONG THE RIGHT-OF-WAY IN FRONT OF THEIR PROPERTY. DURING THE COURSE OF CONSTRUCTION MINOR GRADING, DRIVEWAY, LEAD WALK, STEP AND/OR RETAINING WALL WORK MAY BE REQUIRED OUTSIDE THE RIGHT-OF-WAY. WHERE WORK OUTSIDE THE STREET RIGHT-OFF-WAY IS REQUIRED, OBTAIN A "GRADING RELEASE"

FROM PROPERTY OWNERS PRIOR TO PERFORMING ANY WORK.

22. COORDINATE ALL NECESSARY RELOCATIONS OR POSTAL BOXES WITHIN THE PROJECT LIMITS WITH THE UNITED STATES POSTAL SERVICE (1-800-275-8777). FURNISH AND INSTALL A CONCRETE PEDESTAL OR OTHER FOOTING FOR THE IMPACT POSTAL BOXES IF REQUIRED BY THE USPS. THE COST OF ALL WORK ASSOCIATED WITH THE RELOCATION OF THE POSTAL BOXES IS TO BE INCLUDED IN THE VARIOUS ITEMS IN THE CONTRACT.

23. MAINTAIN SAFE AND CONTINUOUS ACCESS TO ALL ACTIVE FIRE HYDRANTS THROUGHOUT THE PERIOD OF

CONSTRUCTION.

24. MAINTAIN SAFE AND CONTINUOUS THROUGH TRAFFIC AND INGRESS AND EGRESS FOR ADJACENT PRIVATE DRIVEWAYS, SERVICE ROADS, PARKING AREAS AND PUBLIC STREETS THROUGHOUT THE PERIOD OF CONSTRUCTION. IF, BY AN AGREEMENT WITH THE OWNER'S REPRESENTATIVE AND JURISDICTION AGENCY, A STREET, ROAD, DRIVE OR PARKING WILL REQUIRE TEMPORARY CLOSING DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING THE LOCAL AND STATE POLICE, AND LOCAL FIRE DEPARTMENT REGARDING THE CLOSING. ACCESS MUST BE PROVIDED AT ALL TIMES TO THE DETROIT YACHT CLUB AND TO THE CITY'S WATER INTAKE STRUCTURE. CONTRACTOR TO PROVIDE OWNER AT LEAST 2 WEEKS ADVANCE NOTICE FOR APPROVAL OF SCHEDULED DEMOLITION OR CONCRETE WORK AT THESE DRIVEWAYS, TO COORDINATE WITH ANY ON-GOING

EVENTS/ACTIVITIES.

25. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS TO EXISTING PARK BUILDINGS FOR THE DURATION OF THE

CONTRACT.

26. MAINTAIN THE CONSTRUCTION SITE IN A SAFE AND ORDERLY FASHION THROUGHOUT THE PERIOD OF CONSTRUCTION WITH MINIMAL DISRUPTION OF THROUGH TRAFFIC AND INGRESS AND EGRESS FOR PRIVATE DRIVEWAYS, PUBLIC STREETS AND ENTRANCES TO BUSINESSES ALONG THE ROUTE OF CONSTRUCTION.

27. CONFORM TO THE CONDITIONS OF ALL EASEMENTS. RESTORATION OF INDIVIDUAL EASEMENT AREAS IS SUBJECT

TO APPROVALS OF THE PROPERTY OWNERS.

28. PROTECT AND PRESERVE ALL RIGHTS-OF-WAY MONUMENTS AND PROPERTY CORNER MARKERS DISTRIBUTED BY THE CONTRACTOR SHALL BE REPLACED BY A MICHIGAN LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

29. PROVIDE ADEQUATE TEMPORARY SANITARY FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT MANAGER FOR USE OF TEMPORARY ON-SITE UTILITIES SUCH AS WATER AND ELECTRICITY. THE CONTRACTOR SHALL BE RESPONSIBLE TO REIMBURSE THE OWNER FOR USE OF SUCH

FACILITIES.

30. RESEARCH, SECURE, COMPLY WITH ALL PERMIT REQUIREMENTS, AND PAY FOR ALL PERMITS, MUNICIPAL

APPROVALS, FEES AND SIMILAR ITEMS AS NEEDED TO COMPLETE THE WORK.

31. 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.

32. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL PRE-EXISTING ON-SITE IMPROVEMENTS WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED. THIS INCLUDES BUT IS NOT LIMITED TO ASPHALT, TREES, SHRUBS, DEBRIS AND ALL OTHER ITEMS AND UTILITIES TO BE ABANDONED.

33. THE CONTRACTOR SHOULD NOTE THAT MACHINE GRADING MODIFIED SHALL INCLUDE EARTH EXCAVATION, EMBANKMENT AND ALL OTHER OPERATIONS NECESSARY TO DEVELOP THE DESIRED CROSS SECTION. ALL TOPSOIL AND OTHER UNSUITABLE MATERIAL LOCATED BENEATH THE PROPOSED PAVEMENT AND BUILDING AREAS SHALL BE REMOVED AS PART OF MACHINE GRADING MODIFIED. ALL TOPSOIL REMOVED MAY BE STOCKPILED AND MAY BE

REUSED AS TOPSOIL SURFACE.

34. FILL SHOULD BE PLACED IN UNIFORM LAYERS OF NOT MORE 6 TO 8 INCHES IN THICKNESS EACH, AND ADEQUATELY KEYED INTO STRIPPED AND SCARIFIED SOILS. ALL FILL SHALL BE COMPACTED TO ACHIEVE A DENSITY OF NOT LESS THAN 98 PERCENT MODIFIED PROCTOR DENSITY. ALL FILL MATERIAL SHOULD BE AT APPROXIMATELY THE OPTIMUM MOISTURE CONTENT DURING COMPACTION. FURTHERMORE, FILL MATERIAL SHOULD NOT BE FROZEN NOR BE PLACED ON A FROZEN BASE. IT IS RECOMMENDED THAT ALL EARTHWORK AND SITE PREPARATION ACTIVITIES BE CONDUCTED UNDER ADEQUATE SUPERVISION AND PROPERLY CONTROLLED IN THE FIELD BY A GEOTECHNICAL ENGINEERING

TESTING FIRM.

35. COMPACTION OF ANY FILL BY FLOODING IS NOT ACCEPTABLE. THIS METHOD WILL GENERALLY NOT ACHIEVE THE DESIRED COMPACTION, AND THE LARGE QUANTITIES OF WATER WILL TEND TO SOFTEN THE FOUNDATION SOILS.

36. ALL FILL FOR THIS PROJECT MUST BE OBTAINED AND FURNISHED BY THE CONTRACTOR. ALL REQUIRED FILL SHALL BE SELECTED EXCAVATED MATERIAL FROM THE SITE APPROVED BY THE ENGINEER, OR MDOT CLASS II GRANULAR MATERIAL FROM BORROW. EXCESS FILL SHALL BE REMOVED FROM SITE BY THE CONTRACTOR. NOTE: NO BORROW OR SOIL REMOVAL ARRANGEMENTS HAVE BEEN PREARRANGED FOR THIS PROJECT, AND SHALL BE THE TOTAL

RESPONSIBILITY OF THE CONTRACTOR.

37. SLOPE ALL BANKS AND GRADE UNIFORMLY FROM BACK OF CURB AT STREET TO PROPOSED GRADES; OR FROM BACK OF CURB TO PROPOSED/EXISTING TRAILS AND/OR SIDEWALKS. IN AREAS WHERE NO CURBING IS PROPOSED, UNIFORMLY SLOPE GRADE FROM TOP OF PAVEMENT TO EXISTING GRADE AT A MAXIMUM SLOPE OF 1 ON 6. SLOPES UP TO 1 ON 4 WILL BE ALLOWED IN SPECIFIC LOCATIONS PER ENGINEER REVIEW AND APPROVAL.

38. THE CONTRACTOR SHALL INSTALL A PEDESTRIAN FENCE AROUND ALL EXCAVATIONS TO BE LEFT OPEN OVERNIGHT, AS

REQUIRED.

39. PITCH PAVEMENT/CONCRETE GUTTERS UNIFORMLY BETWEEN PROPOSED SPOT ELEVATIONS.

40. DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.

41. All RADII FOR CURB AND GUTTER ARE DIMENSIONED TO THE BACK OF THE CURB.

42. TAPER THE CURBS TO ZERO HEIGHT AT SIDEWALKS OR RAMP THE SIDEWALK TO MEET THE ROAD GRADES IN ACCORDANCE WITH MDOT STANDARDS. RAMPS SHALL BE FLARED AS SHOWN ON THE PLANS AND BE 6" CONCRETE SIDEWALK. SIDEWALK JOINTS SHALL BE IN ACCORDANCE WITH MDOT STANDARD PLAN 11-29I UNLESS NOTED OTHERWISE. FLARE CONCRETE GUTTERS AT ALL CURB INLET FRAMES TO MATCH INLET FRAME DEPTHS.

43. ALL STRUCTURES REQUIRING ADJUSTMENT TO MEET FINAL GRADE SHALL BE BACK FILLED WITH CONCRETE TO APPROXIMATELY 1 1/2" BELOW FINAL GRADE PRIOR TO THE PLACEMENT OF THE BITUMINOUS WEARING COURSE.

44. EXPANSION JOINTS SHALL BE PLACED AT CONCRETE CURB & GUTTER CORNERS, 120' LENGTHS, BEGINNING & END OF RADIUS, ALL CATCH BASINS AND MANHOLES, INTERSECTION OF CURB/SIDEWALK, CURB/RETAINING WALL, CURB/BUILDING, EXISTING & NEW CONSTRUCTION AND AS SPECIFIED ELSEWHERE.

45. REGULATORY SIGNAGE SHALL BE PER THE MICHIGAN DEPARTMENT OF TRANSPORTATION. SEE MMUTCD FOR

APPLICABLE DETAILS.

46. ALL SIGNS WHICH ARE TO BE RELOCATED SHALL BE MOVED TO A DISTANCE OF 1'-2' BEHIND THE BACK OF CURB, KEEPING AT LEAST 2' OF HORIZONTAL DISTANCE FROM EDGE OF MULTI-USE TRAIL.

47. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED AS A RESULT OF HIS CONSTRUCTION OPERATIONS.

GENERAL NOTES:

1. ESTABLISH AND MAINTAIN COMMUNICATION WITH AND COORDINATE WORK WITH APPROPRIATE UTILITY COMPANIES FOR THE DURATION OF THE PROJECT. SEE COVER SHEET FOR UTILITY CONTACT INFORMATION.

2. THE ADJUSTMENT, RELOCATION OR REPLACEMENT OF EXISTING TELEPHONE, ELECTRIC, CABLE TV OR GAS FACILITIES SHALL BE PERFORMED BY THE UTILITY COMPANIES. THE UTILITY COMPANIES MUST BE INFORMED BY THE CONTRACTOR BEFORE CONSTRUCTION IS STARTED TO DETERMINE THE EXACT LOCATION OF ANY UTILITIES THAT ARE TO BE ADJUSTED, RELOCATED OR REPLACED. THE CONTRACTOR SHALL COORDINATE ANY WORK TO BE PERFORMED BY THE UTILITY COMPANIES THAT IS TO BE DONE DURING THE CONSTRUCTION OF A PROJECT.

3. TAKE ALL PRECAUTIONS NECESSARY TO PRESERVE THE INTEGRITY OF EXISTING UTILITIES TO REMAIN AND PROVIDE UNINTERRUPTED SERVICE TO ALL USERS OF THE EXISTING UTILITIES, EXISTING UTILITIES (TO REMAIN) ENCOUNTERED IN TRENCH OR PAVEMENT EXCAVATIONS SHALL BE SUPPORTED AS ORDERED BY THE ENGINEER IN CHARGE OR AS DIRECTED BY THE UTILITY COMPANY, THE COST FOR SUPPORTING UTILITIES SHALL BE INCLUDED IN THE PRICE BID FOR

EXCAVATION.

4. EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM FIELD SURVEYS AND RECORD MAPS AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATOR OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF, CLOSELY PARALLEL TO, OR UNDER THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY LOCATED UTILITIES, NO EXTENSIONS OF CONTRACT TIME AND NO MONETARY DAMAGE CLAIMS SHALL BE ALLOWED AS A RESULT OF REVISED DESIGN LOCATIONS OR TIME ALLOWED TO DO SAME WHICH WOULD RESULT FROM EXISTING UTILITIES BEING FOUND IN DIFFERENT LOCATIONS OTHER THAN SHOWN ON THESE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES.

5. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 53 1974, THE CONTRACTOR SHALL CONTACT "MISS DIG" AT: 811, A MINIMUM OF 72 HOURS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED.

MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF

NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.

6. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT

BE DISTURBED.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE GOVERNING UTILITY, MUNICIPALITY OR COUNTY

OFFICE TO NOTIFY THEM THAT WORK IS COMMENCING.

8. STORM SEWER PIPING SHALL BE (CLASS C76-IV SEWER) (ASTM 3034 OR 3033-PVC) (ADS - N12 OR HANCOR HI-Q HDPE)

UNLESS INDICATED OTHERWISE. SEE PLAN FOR SIZES AND LOCATIONS OF PIPING.

9. PROJECT SANITARY SEWER SHALL BE ASTM 3034 (SDR 35).

10. MAINTAIN 10 FOOT MINIMUM HORIZONTAL SEPARATION BETWEEN THE SANITARY SEWER AND WATER MAIN UTILITIES.

PROVIDE 18" MINIMUM VERTICAL SEPARATION WHERE UTILITIES CROSS.

11. ANY SANITARY SEWER SERVICE LEADS, WATER MAIN, WATER SERVICES, OR STORM SEWER WHICH IS DAMAGED BY THE CONTRACTOR DURING THEIR OPERATIONS SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT THE

CONTRACTOR'S EXPENSE.

12. ALL UTILITY INSTALLATIONS TO COMPLY WITH CURRENT DTE ENERGY STANDARDS.

UTILITY NOTES:

LANDSCAPING NOTES*:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL CONDITIONS.

2. DAMAGE THAT OCCURS TO PLANTS DURING TRANSPORTATION AND INSTALLATION WILL BE THE RESPONSIBILITY OF

THE LANDSCAPE CONTRACTOR.

3. ALL LANDSCAPE PLANTINGS ARE TO BE WATERED BY THE LANDSCAPE CONTRACTOR THE SAME DAY THAT PLANTING

OCCURS.

4. CONTRACTOR SHALL PROVIDE WRITTEN WARRANTY CONFIRMING ALL FURNISHED PLANTS ARE GUARANTEED TO LIVE AND REMAIN STRONG, VIGOROUS, AND HEALTHY FOR 365 DAYS MINIMUM FROM DATE LANDSCAPE INSTALLATION IS

ACCEPTED AS COMPLETE.

5. LANDSCAPE ARCHITECT TO REVIEW PLANT MATERIALS AT SOURCE OR BY PHOTOGRAPHS PRIOR TO DIGGING OR

SHIPPING OF PLANT MATERIALS.

6. PRIOR TO PLANTING, CONSTRUCTION ADJACENT TO PLANTING AREAS SHALL BE COMPLETE.

7. LANDSCAPE CONTRACTOR SHALL REPAIR EXISTING LANDSCAPE AREAS WHICH ARE DAMAGED DURING CONSTRUCTION PHASE. ALL DAMAGED MATERIAL SHALL BE REPLACED WITH MATCHING MATERIAL OF SIMILAR SIZE

AND CALIBER.

*LANDSCAPING IS NOT INCLUDED IN THIS CONTRACT, NOTES PROVIDED FOR POTENTIAL FUTURE REFERENCE ONLY.

SURVEY NOTES:

1. HORIZONTAL DATUM IS MICHIGAN STATE PLANE GRID, SOUTH ZONE, NAD 83, INTERNATIONAL FOOT.

2. EXISTING SITE SURVEY WAS SPOT CHECKED BY EDGEWATER RESOURCES.

SHEET NUMBER:

DATE:

PROJ NO.:

SCALE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

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THE REPRODUCTION, COPYING OR

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© 2020 EDGEWATER RESOURCES, LLC.

ISSUED FOR BIDDING

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SHEET NUMBER:

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DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

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THE REPRODUCTION, COPYING OR

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© 2020 EDGEWATER RESOURCES, LLC.

N

SCALE IN FEET 1" = 10' (AT 24"x36")

0 302010

584.11'

584.12'

584.01'

LEXINGTON STATE HARBOR

EXISTING SINGLE STORY

MASONRY BATH HOUSE

584.33'

583.80'

583.56'

584.21'

584.09'

583.63'

583.93'

583.82'

583.66'

583.72'

583.52'

SITE DEMOLITION LIMITS (TYP.)

SAWCUT AND REMOVE EXISTING ASPHALT

584.17'

583.45'

583.32'

MONITORING WELL 583.06'

EXISTING CATCH BASIN RIM ELEV. 582.82'

RIM ELEV. 582.67'

EXISTING LIGHT POLE TO REMAIN

3" WATER TO

DOCKS

8" TO SANITARY

SEWER

4" FROM CITY WATER

SUPPLY

MONITORING WELL

584.01'

EXISTING TRANSFORMER

& ELECTRICAL EQUIPMENT

584.08'

583.35' 583.41'

584.02'

583.97'

DNR BRASS DISC SET IN CONC. SIDEWALK ELEV. 583.58'

DNR SURVEY JOB NO. 1160A 3/9/2009

SAWCUT AND REMOVE SIDEWALK

SAWCUT AND

REMOVE SIDEWALK

REMOVE CURB WITHIN

PROJECT LIMITS

STORM SEWER

SANITARY SEWER

WATER LINE

ASPHALT

CONCRETE

DEMOLITION

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DJV

1" = 10' 18-036 8/27/2021

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DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

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© 2020 EDGEWATER RESOURCES, LLC.

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SCALE IN FEET 1" = 10' (AT 24"x36")

0 302010

20'

8'

18'

9'

20'

11'

5'

8'

8'

5'

584.11'

584.12'

584.01'

FFE 584.36'

LEXINGTON STATE HARBOR

EXISTING SINGLE STORY

MASONRY BUILDING

583.80'

583.56'

BARRIER FREE RAMP

W/ ADA PLATES - TYP

BARRIER FREE

PARKING SIGN - TYP.

THICKENED EDGE

SIDEWALK

REMOVE EXISTING ASPHALT

REUSE EXISTING GRAVEL BASE UNLESS

DETERMINED ON SITE THAT IT IS UNACCEPTABLE

HMA 13A - 2' (220 LBS/SYD)

HMA 36A - 1 12" (165 LBS/SYD)

584.17'

583.88' T/S 583.38' F/L

EXISTING CATCH BASIN TO REMAIN

ELEV. 583.11'

CATCH BASIN, 4" DIA. WITH TYPE A

FRAME AND GRATE, RIM ELEV. 583.18',

INV TO BE DETERMINED IN FIELD

14'

PROPOSED 4" WHITE

STRIPING (TYP.) FOR THREE

PARALLEL PARKING SPACES

ADJACENT TO THICKENED

SIDEWALK ISLAND

10'

THICKENED EDGE SIDEWALK

ELEV. 583.40'

3.0%

15'

1.0 %

584.06' T/S 583.56' F/L

2.0 %

585.00' SIDEWALK ELEV.

584.16' SIDEWALK ELEV.

FFE 585.00'

584.76'

EXISTING LIGHT POLE TO REMAIN

3" WATER TO

DOCKS

4" FROM CITY WATER

SUPPLY

SINGLE STORY

WOOD FRAMED ADDITION

584.58' 584.56'

584.31'584.11'

584.08' 3.0%

2.0%

584.48'

INLET 2' DIA. W/ TYPE A

FRAME & GRATE

RIM 583.90'

INV 580.40'

584.52'

584.22'

SAWCUT AND REMOVE EXISTING ASPHALT

REUSE EXISTING GRAVEL BASE UNLESS

DETERMINED ON SITE THAT IT IS UNACCEPTABLE

HMA 13A - 2' (220 LBS/SYD)

HMA 36A - 1 12" (165 LBS/SYD)

583.98' 2.5%

DNR BRASS DISC SET IN CONC. SIDEWALK ELEV. 583.58'

DNR SURVEY JOB NO. 1160A 3/9/2009

583.00'

CONTRACTOR SHALL REMOVE

EXISTING PARKING BLOCKS AND

STOCKPILE IN AN AGREED UPON

LOCATION WITH THE STATE.

5'

21.5'

PROPOSED SIDEWALK

TO MATCH EXISTING

SIDEWALK AND GRASS

PROPOSED SIDEWALK

TO MATCH EXISTING

SIDEWALK AND GRASS

MONITORING WELL

TO BE ADJUSTED TO

NEW GRADE

MONITORING WELL

TO BE ADJUSTED TO

NEW GRADE

THICKENED EDGE

SIDEWALK

CURB SPILLWAY

EXISTING TRANSFORMER

& ELECTRICAL EQUIPMENT

FORCEMAIN FROM DOCKS

SOIL BORING # 2

SOIL BORING # 1

PROPOSED 4" WHITE STRIPING (TYP.) FOR

SEVEN PERPENDICULAR PARKING SPACES

PROPOSED 4" WHITE STRIPING (TYP.) FOR

PERPENDICULAR PARKING SPACES

BARRIER FREE PARKING

SYMBOL - TYP.

BARRIER FREE

STRIPING - TYP.

PROPOSED PERPENDICULAR PARKING -

6 REGULAR AND 3 BARRIER FREE

TRAFFIC FLOW

ARROWS (TYP.)

STORM SEWER

SANITARY SEWER

WATER LINE

ASPHALT

CONCRETE

6' WIDE PEDESTRIAN

WALKWAY - 4" WHITE STRIPES

PROPOSED 4" DIA. PVC

DRAIN PIPES FROM

BUILDING DOWNSPOUTS

TO EXISTING CATCH BASIN

PROPOSED 4" WHITE STRIPING (TYP.) FOR

ELEVEN PERPENDICULAR PARKING SPACES

DUMPSTER LOCATION,

SEE DETAIL 1 ON LS-5.00

6" CONCRETE SLAB 9' X 18'

LIMIT OF SITE WORK CONNECTED TO BUILDING

ADDITION, NEW CONSTRUCTION SEE

REFERENCE IN SPECIFICATION SECTION 0800

FOR SUBSTANTIAL COMPLETION INFORMATION

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ERS

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AS NOTED

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DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

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THE REPRODUCTION, COPYING OR

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WRITTEN CONSENT IS PROHIBITED.

© 2020 EDGEWATER RESOURCES, LLC.

SCALE:

LITTER ENCLOSURE

1/2"=1'-0" DT-LITTER ENCLOSURE

18'-6"

'-0

A

PLAN

NOTE:

PROVIDE STAMPED SHOP DRAWINGS FOR GATE AND ALL LATCH HARDWARE.

7'- 4"

10'-0"

SECTION A

3x3 TUBULAR STEEL POST

GALVANIZED ATTACHED TO

CONCRETE WALL

ENCLOSURE GATE -

GALVANIZED 2X2 TUBULAR STEEL

FRAME WITH GRATE INFILL PANEL

ATTACHED TO POSTS

CMU WALL TO BE APPROVED

BY OWNER/PROFESSIONAL

POST

STEEL FRAME ENCLOSURE GATE

DOOR LATCH

DROP PIN

CONCRETE SLAB

EXPANSION JOINT

AGGREGATE BASE COURSE

EXISTING OR COMPACTED SUBGRADE

B

7'- 4"

10'-0"

ELEVATION C

C

4" HIGH GROUND FACE CMU BANDS

8" HIGH GROUND FACE CMU MASONRY,

COLOR TO MATCH RESTROOM

#5S @24" O.C.

HORIZONTAL REINFORCEMENT

@ 16" O.C.

FOUNDATION #5 BARS @24" O.C.

(3) CONT. #5 BARS

PRECAST STONE CAP -

PROVIDE MANUFACTURER

RECOMMENDED ANCHORAGE

TO MASONRY WALL

4'-8"

4"3 3 4"

1" 1"

R 316 " 4"

2" CHAMFER

CAP ENLARGE

18'-6"

7'- 4"

ELEVATION B

8'-0" 1" CLR. 8'-0"

STEEL FRAME

ENCLOSURE GATE

GRATE INFILL PANEL

CMU WALL

(2) 6" GALVANIZED

STEEL BARREL

HINGES WELDED TO

POST AND FRAME

DOOR LATCH

DROP PIN

STEEL POST

9' x 18'

EX 1.00

EX 1.00

SCALE: 1/4" = 1'-0"1 EXISTING FLOOR PLAN

1/

2.

BD

W C

O N

TR

AC

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ISSUED FOR BIDDING

EX

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MMR

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18-036 8/27/2021

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PROJ NO.:

SCALE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

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THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2020 EDGEWATER RESOURCES, LLC.

N

SCALE: 1/4" = 1'-0"3 EXISTING SOUTH ELEVATION

SCALE: 1/4" = 1'-0"4 EXISTING WEST ELEVATION

SCALE: 1/4" = 1'-0"5 EXISTING NORTH ELEVATION

SCALE: 1/4" = 1'-0"6 EXISTING EAST ELEVATION

54'-4"

'-4

'-6

8"

5'- 8"

8"

'-6

12'-4"

12'-4"

9'-0"

8'- 0"

3'-8"19'-4"10'-2"5'-10"

'-4

8"

2'- 0"

8"

'-4

8"

39'-0"

5'-4" 6"

9'-8" 6"

23'-0"

5'- 4"

5'- 0"

3'- 0"

1'- 8"

3'- 4"

8'- 4"

3'- 4"

'-8

3'-

4"

'-2

3'-

4" 3'-

4" 3'-

4"

'-2

8'- 0"

4'-0" 6" 3'-4"

6"

3'-4"

6"

3'-4"

SCALE: 1/4" = 1'-0"2 BUILDING SECTION

3'-

6" 6"

3'-

3'- 6"

MEN'S PUBLIC

RESTROOM

WOMEN'S PUBLIC

RESTROOM

WOMEN'S RESTROOM

MEN'S RESTROOM

PLUMBING ALLEY

ELEC PANELS TO REMAIN

WATER HEATERS

SHOWERS

SHOWERS

7'- 8"

7'- 1" 8'-

91 2"

ELEC PANEL

TO BE RELOCATED

STORAGE

SCALE: 1/4" = 1'-0"

EXISTING BUILDING DEMOLITION FLOOR PLAN

1/

2.

BD

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ISSUED FOR BIDDING

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SHEET NUMBER:

DATE:

PROJ NO.:

SCALE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

PR

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

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THE REPRODUCTION, COPYING OR

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WRITTEN CONSENT IS PROHIBITED.

© 2020 EDGEWATER RESOURCES, LLC.

BUILDING DATA:

BUILDING CODE OR LATEST ADOPTED FOR LOCAL MUNICIPALITY:

2015 MICHIGAN REHABILITATION CODE (MRC)

2015 MICHIGAN BUILDING CODE (MBC)

2015 MICHIGAN PLUMBING AND MECHANICAL CODES

2014 MICHIGAN ELECTRICAL CODE

2015 MICHIGAN ENERGY CODE

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ICC ANSI A117.1

EXISTING BUILDING:

MUNICIPALITY STATE OF MICHIGAN

EXISTING BUILDING AREA 1,754 SF

PROPOSED BUILDING ADDITION AREA 700 SF

TOTAL GROSS AREA 2,454 SF

EXISTING BUILDING MRC 505

ALTERATION LEVEL 3 WORK AREA > 50% BLDG AREA MRC 901 (801 & 701)

WORK AREA = 1,368 SF > 878 SF (1,756 / 2 )

BUILDING IS INSULATED ( EXISTING DRAWINGS ATTACHED)

EXIST. BLDG IN FLOOD HAZARD AREA "AE" PER CURRENT FEMA MAPS

BUILDING TO COMPLY w/ MRC 403.2, 701.3 & MBC 1612

FIN FLR ELEVATION EQUALS + 1'-0" ABOVE BASE FLOOD ELEVATION 584.0'

EXISTING BUILDING FLR ELEV 584.4 TO REMAIN MRC 403.2

ALTERATIONS DO NOT CONSTITUTE SUBSTANTIAL IMPROVEMENT

AND

ALTERING EXISTING FLOOR ELEVATIONS IS TECHNICALLY INFEASIBLE

DUE TO EXISTING STRUCTURAL MASONRY CONDITION OF EXTERIOR

WALLS NOT BEING REMOVED OR REPLACED.

NEW CONSTRUCTION FIN FLR ELEV 585.0' (584' + 1') MBC 1612.4.1.2

CATEGORY RISK LEVEL II MBC 1604.5

NEW CONSTRUCTION ADDITION:

USE GROUP B - BUSINESS MBC 304

BUILDING TYPE II-B MBC TABLE 601

FIRE RESISTANCE RATINGS FOR CONSTRUCTION TYPE II-B:

STRUCTURAL FRAME 0 HR

EXTERIOR BR'G WALLS 0 HR

INTERIOR BR'G WALLS 0 HR

NON BR'G EXTERIOR WALLS 0 HR

NON BR'G INTERIOR WALLS 0 HR

ROOF CONSTRUCTION 0 HR

FIRE SEPARATION OF OCCUPANCIES NA MBC 508

AUTOMATIC SPRINKLER SYSTEM NA MBC 903

OCCUPANCY LOAD MBC 1004.1.2

RESTROOMS NA NA

STAFF SPACES: 232 SF / 100 2 OCCUPANTS

BOATERS LOUNGE 415 SF / 15 27 OCCUPANTS

BOATERS LAUNDRY: NA NA

PLUMBING ALLEY: 218 SF / 300 1 OCCUPANTS

30 OCCUPANTS

ONE EXIT ALLOWED PER SPACE MBC 1006.2.1

BUILDING ACCESSIBILITY MBC 1101.2

MICHIGAN UNIFORM ENERGY CODE ZONE 6 MUEC C401 & ASHRAE 90.1-2013

NEW CONSTRUCTION BUILDING ENVELOPE:

CLIMATE ZONE 6

MIN R VALUE INSULATION AND MAX U-VALUE ASHRAE90.1-2013, TABLE 5.5-6

ATTIC INSULATION MIN R-49

WOOD FRAMED WALL R-13 + R-7.5 c.i. OR R-19 + R-5 c.i.

UNHEATED SLAB R-20 for 24"

FENESTRATION ( NON METAL) U-0.32 MAX ASSEMBLY U VALUE

N

'-4

'-6

8"

5'- 8"

8"

'-6

12'-4"

12'-4"

9'-0"

8"

39'-0"

1'- 8"

3'- 4"

8'- 4"

3'- 4"

7'- 8"

6'- 4"

1'- 8"

'-2

3'-

4" 3'-

4" 3'-

4"

'-2

SCALE: 1/8" = 1'-0"1 PROPOSED BUILDING ADDITION LOCATION

N

GENERAL NOTES:

1. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE MOST CURRENT ADOPTED STATE OF MICHIGAN BUILDING, MECHANICAL, PLUMBING, ELECTRICAL AND ENERGY CODES, ADA GUIDELINES, LOCAL ZONING ORDINANCES AND SUBMITTED TO THE MICHIGAN DEPARTMENT OF LICENSING AND REGULATORY CODES

(LARA) FOR ALL BUILDING PERMITS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING BUILDING AND SITE DIMENSIONS AND CONDITIONS INCLUDING UNDERGROUND UTILITIES, FOUNDATION AND ROOF STRUCTURE PRIOR TO DEMOLITION AND ADVISE OWNER, ENGINEER AND ARCHITECT OF UNSEEN OR UNEXPECTED CONDITIONS

THAT COULD COMPROMISE THE COST OR SCHEDULE OF THE PROPOSED DESIGN INTENT.

3. DO NOT SCALE DRAWINGS

4. ROOF DESIGN LOADING PER 2015 MICHIGAN BUILDING CODE: LIVE LOAD = 40 PSF, DEAD LOAD = 20 PSF, GROUND SNOW LOAD = 40 PSF.

5. ROOF TRUSS AND RAFTER DESIGN SHALL BE PROVIDED BY THE TRUSS MANUFACTURER. STRUCTURAL

DESIGN AND ALL CONNECTIONS SHALL BE DESIGNED AND SEALED BY A REGISTERED PROFESSIONAL, LICENSED BY THE STATE OF MICHIGAN AND SUBMITTED TO THE STATE OF MICHIGAN PROJECT

PROFESSIONAL FOR APPROVAL PRIOR TO MANUFACTURE AND INSTALLATION, INCLUDING INFORMATION

PER MICHIGAN BUILDING CODE AND SPACING, BRIDGING, ANCHORAGE, AND WOOD SPECIES

6. TRUSS HARDWARE SHALL BE GALVANIZED STEEL AT CONNECTIONS AND BEARING POINTS, SIMPSON OR

EQUAL,

7. ALL MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS, WIRING, PIPING, FIXTURES, APPARATUS, AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS

AND WARRANTY.

8. CONTRACTOR SHALL APPLY RECEIVE AND PAY FOR ALL PERMITS, FURNISH PROOF OF PERMITS BEFORE STARTING WORK AND FURNISH FINAL INSPECTION CERTIFICATES, AND COMPLY WITH PERMIT AND CODE

REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER.

9. CONTRACTOR SHALL ENSURE TRANSFERABLE WARRANTY FOR ALL WARRANTED ITEMS.

10. CONTRACTOR WILL PROVIDE SHOP DRAWINGS OF ALL TRUSSES, EQUIPMENT, SYSTEMS, CABINETRY, FIXTURES AND APPARATUS TO THE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ORDERING AND

INSTALLATION.

11. FIELD MEASURE FOR ALL CABINETRY AND PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO

ORDERING AND INSTALLATION

12. PROVIDE CUT SHEETS OF ALL PROPOSED CAULK MATERIALS TO BE INSTALLED PER MFR INSTRUCTIONS

AND PROPOSED CONDITIONS AT EACH LOCATION

13. PROVIDE ALL WARRANTY INFORMATION, INSTRUCTIONS AND MATERIAL/FIXTURE DOCUMENTS TO

OWNER

14. ALL DIMENSIONS ARE TO FACE OF STUD, BRICK, OR CENTER LINE OF CONCRETE, STRUCTURE OR

FOOTINGS UNLESS NOTED OTHERWISE

NEW CONSTRUCTION, WALL ASSEMBLY NOTES

15. TYPICAL WOOD WALL NEW CONSTRUCTION:

15.1. EXTERIOR WALLS: 2 x 6 WD STUDS AT 16" O.C. w/ 716" O.S.B. SHEATHING, WEATHER RESISTIVE

PAPER BARRIER w/ PRE FINISHED, PRE ENGINEERED WOOD SIDING AND INSULATION PER MICHIGAN

UNIFORM ENERGY CODE AND 5/8" GYP BD INTERIOR FINISH

15.2. INTERIOR WALLS: 2 x 4 WD STUDS @ 16" O.C. w/ 5/8" GYP BD OR AS INDICATED IN FINISH SCHEDULE

15.3. PLUMBING ALLEY WALLS: 2 x 6 WD STUDS @ 16" O.C., BTM PLATE ANCHORED INTO EXIST. CONC.

FLOOR AND TOP PLATE ANCHORED AT EXISTING TRUSSES.

15.3.1. SHOWER SIDE: VAPOR BARRIER, w/ 12" WATER PROOFED, CEMENTITIOUS TILE BACKER BD AND

PORCELAIN TILE INSTALLED PER MFR

15.3.2. PLUMBING ALLEY SIDE: 12" CEMENTITIOUS BACKER BD AND FRP PANELS INSTALLED PER MFR.

INSTRUCTIONS

15.4. SHOWER WALLS: 2 x 6 WD STUDS @ 16" O.C. w/ VAPOR BARRIER, 12" WATERPROOFED, CEMENTITIOUS TILE BACKER BD, AND PORCELAIN TILE BOTH SIDES AND TOP TO 7'-0" HEIGHT BETWEEN SHOWERS w/ STAINLESS STL TILE EDGE PROTECTION ON ALL OUTSIDE

CORNERS AND TOP EDGE

16. INSULATION R-VALUE PER MICHIGAN UNIFORM ENERGY CONSERVATION CODE FOR ZONE 6

17. PROVIDE BLOCKING IN ALL WALLS AND PARTITIONS WHERE REQUIRED FOR TOILET FIXTURES, GRAB

BARS, CABINETS, SHELVES, ACCESSORIES, DOOR STOPS AND ALL OTHER LOCATIONS

PROPOSED

700 SF SINGLE STORY,

WOOD FRAMED ADDITION

FIN FLR ELEV 585

EXISTING

1,754 SINGLE STORY,

CONCRETE AND BRICK

MASONRY BUILDING TO REMAIN

FIN. FLR ELEVATION 584.4

9'-2" 25'-0" 11'-0" 9'-2"

'-4

" E

XI

ST

IN

G

'-0

54'-4" EXISTING

WALL TYPE LEGEND

MEN'S PUBLIC

RESTROOM

WOMEN'S PUBLIC

RESTROOM

BOATER'S WOMEN'S RESTROOM

BOATER'S MEN'S RESTROOM

PLUMBING ALLEY

ELEC PANELS TO REMAIN

REPLACE

WATER HEATERS

RELOCATE

ELEC PANEL

SHOWER TO

BE REMOVED

5'-

0"

GAS DOCK SYSTEM TO REMAIN

REMOVE UTILITY SINK

REMOVE

SHELVES

'-0

'-6

54'-4"

EXISTING EAVE TO BE REMOVED FOR SOUTH ADDITION

REMOVE

LOCKERS

REMOVE CONCRETE FLOOR AS NEEDED IN THIS

AREA TO ACCOMMODATE IN SLAB PLUMBING DEMO

AND INSTALLATION

REMOVE CONCRETE FLOOR AS NEEDED IN THIS

AREA TO ACCOMMODATE IN SLAB PLUMBING DEMO

AND INSTALLATION

EXISTING BUILDING DEMOLITION NOTES TO INCLUDE BUT NOT BE LIMITED TO:

MEN'S PUBLIC RESTROOM / PROPOSED TOOL STORAGE:

REMOVE INTERIOR BLOCK WALLS AND CEILING MOUNTED HEATER

REMOVE TOILET, URINAL, GRAB BARS AND ACCESSORIES

REMOVE COUNTER, SINKS AND MIRROR

REMOVE EXISTING DOOR AND FRAME, WIDEN OPENING FOR NEW DOOR

CEILING TO REMAIN, PATCH AND REPAIR AS REQUIRED

REMOVE FLOOR TILE

REPAIR AND LEVEL CONCRETE FLOOR

PATCH AND REPAIR WALLS AND CEILING AS REQUIRED

WOMEN'S PUBLIC RESTROOM / PROPOSED BOATER'S LAUNDRY:

REMOVE INTERIOR BLOCK WALLS AND CEILING MOUNTED HEATER

REMOVE TOILETS, PARTITIONS, GRAB BARS AND ACCESSORIES

REMOVE COUNTER, SINKS AND MIRROR

REMOVE EXISTING DOOR AND FRAME

REMOVE FLOOR TILE, PATCH AND REPAIR CONCRETE FLOOR

CEILING TO REMAIN,

PATCH AND REPAIR WALLS AND CEILING AS REQUIRED

PLUMBING ALLEY:

EXISTING ELECTRICAL PANELS AND DOCK EQUIPMENT TO REMAIN

REMOVE INTERIOR BLOCK WALLS PER FLOOR PLAN

RELOCATE EXISTING ELECTRICAL PANEL

REMOVE ALL PIPING AND PLUMBING FIXTURES PER PLUMBING PLANS

REMOVE EXISTING DOORS AND FRAMES

REMOVE CEILING TO ACCOMMODATE NEW WALLS

WOMEN AND MEN RESTROOMS:

REMOVE INTERIOR BLOCK WALLS AND CEILING MOUNTED HEATERS

REMOVE TOILETS, URINALS, GRAB BARS, PARTITIONS & ACCESSORIES

REMOVE COUNTERS, SINKS AND MIRRORS

REMOVE EXISTING DOORS AND FRAMES

CEILING TO REMAIN, PATCH AND REPAIR AS REQUIRED

REMOVE FLOOR TILE, PATCH AND REPAIR CONCRETE FLR

REMOVE EXISTING CONCRETE FLOOR PER DEMOLITION PLANS

PATCH AND REPAIR WALLS AND CEILING

ROOF:

REMOVE EXISTING ASPHALT ROOF

EVALUATE SHEATHING AND STRUCTURE, BRING ALL ADDITIONAL

DAMAGED AREAS TO THE ATTENTION OF THE OWNER AND ARCHITECT

WITH REPAIR RECOMMENDATIONS

EXTERIOR WALLS

TUCK AND REPAIR ALL DAMAGED EXTERIOR BRICK WALLS, SOFFIT AND

FASCIA.

SHOWER TO

BE REMOVED

± 35'-4"

WIDEN EXISTING DOOR OPENING,

INSTALL NEW LINTEL TO

ACCOMMODATE NEW DOUBLE DOOR

PLUMBING, HVAC AND ELECTRICAL

TO BE REMOVED PER DRAWINGS

EXISTING WALLS TO REMAIN

(TYPICAL)

EXISTING TO BE REMOVED (TYP)

EXISTING TO BE REMOVED

EXISTING TO REMAIN

NEW CONSTRUCTION

NEW FOUNDATION

A-3.01

A-3.01

A-3.01

A-3.01

ELEVATIONS

w/ CLOSER

FLOOR AREA CLEARANCES

DOOR CLEARANCES

1/

2.

BD

W C

O N

TR

AC

T Y

ISSUED FOR BIDDING

FO

U

N D

AT

IO

N P

LA

N

H U

R O

N A

VE

LE

XI

N G

TO

N

, M I

TO

IL

ET

/S

H O

W

ER

B U

IL

D

IN

G

R

EN

O

VA

TI

O

N

LE

XI

N G

TO

N

S

TA

TE

H

A R

B O

R

A-1.01

MMR

MMR

AS NOTED

18-036 8/27/2021

SHEET NUMBER:

DATE:

PROJ NO.:

SCALE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

PR

O

JE

C

T

TI

TL

E:

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

SH

EE

T

TI

TL

E:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2020 EDGEWATER RESOURCES, LLC.

SCALE: 1/4" = 1'-0"

PROPOSED FOUNDATION PLAN

N

9'-2" 25'-0" 20'-2"

9'-6"10'-8"

'-0

INSTALL NEW REINFORCED 6"

CONCRETE SLAB, FLOOR ELEVATION

TO MATCH EXISTING TO FILL FLOOR IN

AREAS OF DEMOLITION

EXISTING FOUNDATION AND WALLS

TO REMAIN

PROPOSED NEW CONSTRUCTION

EXISTING 6", REINFORCED CONCRETE SLAB ON

GRADE TO REMAIN

SCALE: 1/8" = 1'-0"

PROPOSED ROOF PLAN3

N

EXISTING TO BE REMOVED

EXISTING TO REMAIN

NEW CONSTRUCTION

NEW FOUNDATION

WALL TYPE LEGEND

EXISTING

TO REMAIN

PROPOSED

ADDITION

EXISTING 6", REINFORCED CONCRETE SLAB ON

GRADE TO REMAIN

EXISTING 6", REINFORCED CONCRETE

SLAB ON GRADE TO REMAIN

EXISTING 6", REINFORCED CONCRETE

SLAB ON GRADE TO REMAIN

EXISTING 6", REINFORCED CONCRETE

SLAB ON GRADE TO REMAIN

SCALE: NTS

ADA DESIGN GUIDELINES

" M

AX

" M

AX

" M

AX

36" MIN 6"

"-1

9"

"-3 6"

18" MIN

"-3

6"

"-1 9"

12" MAX 42" MIN

7"-9"

" M

IN 39

"-4

1"

" M

IN

39"- 41"

11 2"

MI

N

SINK AND TOILET . TOILET DRINKING FRONT LOAD

FOUNTAIN LAUNDRY

TOILET URINAL LAVATORY DRINKING FOUNTAIN

ROLL IN SHOWER

6" MAX

6" M

AX

" M

IN

" M

IN

60" MIN

" M

IN

1'-

0"

6" 36" MIN

1'-6"

60" MIN 56

" M

IN

30" MIN

" M

IN

30" MIN

" M

IN

30" MIN

" M

IN

5"

M

AX

" M

IN

CL

CLCL

" M

IN 24" MIN

12" MIN 48

" M

IN

" M

IN

18" MIN

EX

IS

TI

NG

T O

BE

R

EN

OV

AT

ED

NE

W

C

ON

ST

RU

CT

IO

N

'-4

1 2" 2'-

4"

'-0

54'-4"

PROPOSED NEW CONCRETE SLAB ON GRADE

FLR ELEVATION: 585.0

6" MIN. REINFORCED CONCRETE SLAB, w/ 6 x 6

WWF ON 10 MIL VAPOR BARRIER ON 6" OF

COMPACTED GRAVEL w/ 12" EXPANSION JOINTS

AT INTERIOR WALLS

8" 8" 8" 22'-4" 8" 8" 8"

2'-0" TYP

2'- 0"

T

YP

8" 8"

8"

'-4

8" 8"

24" MIN 42

" M

IN

'-4

1 2"

ROOFTOP SOLAR

TUBE ( TYP)

" M

AX

"-3

6"

URINAL

" M

AX

13 12" MIN

B

A

A

A

A A A A A A

A

A

A

B

B

106 112

A-3.01

A-3.01

4A-3.01

A-3.01

A-3.01

A-3.01

C C C C

D

A-3.01

A-3.01

A-3.01

A-3.01

1/

2.

BD

W C

O N

TR

AC

T Y

ISSUED FOR BIDDING

PR

O

PO

SE

D F

LO

O

R P

LA

N

S

SC

H

ED

U

LE

S

H U

R O

N A

VE

LE

XI

N G

TO

N

, M I

TO

IL

ET

/S

H O

W

ER

B U

IL

D

IN

G

R

EN

O

VA

TI

O

N

LE

XI

N G

TO

N

S

TA

TE

H

A R

B O

R

A-1.02

MMR

MMR

AS NOTED

18-036 8/27/2021

SHEET NUMBER:

DATE:

PROJ NO.:

SCALE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

PR

O

JE

C

T

TI

TL

E:

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

SH

EE

T

TI

TL

E:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2020 EDGEWATER RESOURCES, LLC.

SCALE: 1/4" = 1'-0"

PROPOSED FLOOR PLAN

N

EXISTING

TO REMAIN

PROPOSED

ADDITION

STORAGE

PLUMBING ALLEY

BOATER'S LAUNDRY WOMEN'S RESTROOM

MEN'S RESTROOM

STAFF OFFICE

STAFF BREAK ROOM

BOATER'S LOUNGE

COVERED

PORCH

3'-0" 54'-4" EXISTING BUILDING TO REMAIN 3'-0"

3'- 0"

3'- 0"

O.H.O.H.

'-4

" E

XI

ST

IN

G

BU

ILD

IN

G

TO

R

EM

AI

N

O.

H.

O.

H.

STACKED

WASHERS

STACKED

DRYERS

TABLE

ADA ROLL-IN

SHOWER BASE

NEW

SHOWER BASE

NEW

SHOWER BASE

JANITOR

#2

JANITOR

#1

107108

'-0

6'-

0"

'-0

51 2"

5'- 1"

51 2"

± 4'-01 2"

2"

CENTER PARTITION ON

NEW WALL END (TYP)

SOLID PLASTIC TOILET

& SHOWER PARTITIONS (TYP)

PRE FAB COMPOSITE

SHOWER BASE (TYP)

9'-2" 25'-0" 11'-0" 9'-2" 4'-2" 3'-41

2" 3'-21 2" 1'-9" 1'-9" 3'-31

2" 3'-31 2" 4'-2"

6'- 4"

3'- 2"

3'-1" 13'-6"

5'- 8"

5'- 1"

4'-

2'-

1"

4'-10"10'-6"

4'-0"

8'- 0"

3'- 6"

7'- 0"

3'- 6"

8'- 0"

9'-0"

9'-0"

2'-0"

2'-0"

EXISTING ELEC. TO REMAIN

34'-6"

5'- 1"

6'-

4'-0"

'-0

3'- 81 2"

3'- 31 2"

3'- 31 2"

3'- 7"

6'- 11 2"

8'- 0"

'-4

1 2"

'-4 1 2"

2'- 4"

4'- 5"

3'- 6"

6'- 21 2"

3'- 7"

3'- 31 2"

3'- 31 2"

3'- 81 2"

2"

15'-91 2" 8'-0"

2"

10'-8"

DOOR SCHEDULE

WINDOW SCHEDULE

FINISH SCHEDULE

EXISTING TO BE REMOVED

EXISTING TO REMAIN

NEW CONSTRUCTION

NEW FOUNDATION

WALL TYPE LEGEND

NO ROOM NAME DOOR SIZE

DOOR FRAME

NOTES

TYPE MATL FINISH TYPE MATL FINISH

101 BOATER'S LOUNGE 3'-0" x 7'-0" C WD PT 1 WD PT. ANDERSEN COMMERCIAL OR EQUAL

102 BOATER'S LOUNGE 3'-0" x 7'-0" C WD PT 1 WD PT. ANDERSEN COMMERCIAL OR EQUAL

103 STAFF OFFICE 3'-0" x 6'-8" C WD PT 1 WD PT. FAUX WD BLINDS OFFICE SIDE

104 STAFF BREAK ROOM 3'-0" x 6'-8" A WD PT 1 WD PT. ANDERSEN COMMERCIAL OR EQUAL

105 STAFF BREAKROOM 3'-0" x 7'-0" C WD PT 1 WD PT. ANDERSEN COMMERCIAL OR EQUAL

106 LAUNDRY 3'-0" x 7'-0" B HM PT 2 HM PT. BLUE DOOR & FRAME

107 PLUMBING ALLEY 3'-0" x 7'-0" B HM PT 2 HM PT. BLUE DOOR & FRAME

108 STORAGE PR 3'-0" x 7'-0" A HM PT 2 HM PT. BLUE DOOR & FRAME

109 JANITOR #2 3'-0" x 7'-0" B HM PT 2 HM PT. FIBERGLASS DOOR OPTIONAL

110 MEN'S RESTROOM 3'-0" x 7'-0" B HM PT 2 HM PT. BLUE DOOR & FRAME

111 WOMEN'S RESTROOM 3'-0" x 7'-0" B HM PT 2 HM PT. BLUE DOOR & FRAME

112 JANITOR #1 3'-0" x 7'-0" B HM PT 2 HM PT. FIBERGLASS DOOR OPTIONAL

MARK ROUGH OPENING TYPE MANUFACTURER MODEL NO. REMARKS

WIDTH HEIGHT

A 3'-2" 5'-8" DOUBLE HUNG ANDERSEN 400 SERIES 3056 PRE-FIN WHITE INTERIOR AND EXTERIOR, OPERABLE w/ SCREENS

B 3'-2" 4'-4" DOUBLE HUNG ANDERSEN 400 SERIES TW 3042 PRE-FIN WHITE INTERIOR AND EXTERIOR, OPERABLE w/ SCREENS

C 3'-2" 1'-7" STATIONARY ANDERSEN 400 SERIES TW 3015 TRANSOM

D 2'-6" 3'-6" STATIONARY INTERIOR OFFICE WINDOW w/ FAUX WD BLIND OFFICE SIDE

MARK ROOM NAME FLOOR FINISH WALL BASE

WALL FINISH

CEILING FINISH CEILING

HEIGHT NOTES

NORTH WALL SOUTH WALL EAST WALL WEST WALL

100 BOATER'S LOUNGE VINYL PLANK WOOD PNT-1 PNT-1 PNT-1 PNT-1 PNT-3 VARIES PLAM-1 CABINET AND CABINET TOP 101 STAFF OFFICE VINYL PLANK WOOD PNT-1 PNT-1 PNT-1 PNT-1 PNT-3 8'-6" PLAM -2 BUILT IN WORK DESK & WALL CABINETS 102 STAFF BREAKROOM VINYL PLANK WOOD PNT-1 PNT-1 PNT-1 PNT-1 PNT-3 8'-6" PLAM -2 BASE & WALL CABINET w/ SS-1 COUNTER + BACKSPLASH

103 BOATER'S LAUNDRY EPOXY EPOXY PNT-1 & PNT-2 PNT-2 PNT-2 PNT-2 EXIST. TO REMAIN EXISTING PLAM-2 BASE CABINET w/ SS-1 COUNTER + BACKSPLASH

104 JANITOR #1 EPOXY EPOXY PNT-2 PNT-2 PNT-2 PNT-2 EXIST. TO REMAIN EXISTING

105 WOMEN'S RESTROOM EPOXY EPOXY

PT-1 ON NEW CMU &

PNT-2 EXIST. CMU PNT-2 PNT-2 PT-1 ON NEW & EXIST. CMU EXIST. TO REMAIN EXISTING

106 PLUMBING ALLEY EPOXY EPOXY PNT-4 PNT-4 PNT-4 PNT-4 EXIST. TO REMAIN EXISTING

107 MEN'S RESTROOM EPOXY EPOXY PNT-2

PT-1 ON NEW CMU &

PNT-2 EXIST. CMU PNT-2 PT-1 ON NEW & EXIST. CMU EXIST. TO REMAIN EXISTING

108 JANITOR #2 EPOXY EPOXY PNT-2 PMT-2 PMT-2 PNT-2 EXIST. TO REMAIN EXISTING

109 STORAGE EPOXY EPOXY PNT-4 PNT-4 PNT-4 PNT-4 EXIST. TO REMAIN EXISTING

INTERIOR FINISHES

EQUIPMENT, FURNISHINGS AND APPLIANCES

PROVIDED BY GENERAL CONTRACTOR U.N.O.

EQUIPMENT:

PROVIDE (2) SETS CUT SHEETS FOR ALL SUBMITTALS AND PROPOSED

SUBSTITUTIONS TO BE APPROVED BY OWNER PRIOR TO ORDERING OR

INSTALLATION.

1. LAUNDRY

WASHER STACKED ON WASHER: MAYTAG MLE22PNAGW

DRYER STACKED ON DRYER: MAYTAG MLE26PDBYW

2. STAFF BREAK ROOM:

REFRIGERATOR: GE, 16 Cu Ft, 28" w, MODEL #GTE17DTNRWW OR EQUAL MICROWAVE: GE: 0.9 Cu Ft, MODEL # JES1095DMWW OR EQUAL

3. BOATER'S LOUNGE

LG 70" LED. SMART TV AND WALL MOUNT OR EQUAL

TYPE A - FLUSH TYPE 1

2" SEE

SCHEDULE

2"

2"

SE

E

SC

HE

DU

LE

TYPE 2

2" SEE

SCHEDULE

2"

4"

SE

E

SC

HE

DU

LE

FRAME TYPE

DOORS AND FRAMES

TYPE B - FLUSH w/ LOUVER

DOOR TYPE

TYPE C - FULL LIGHT

SOLAR TUBE IN EXIST.

ROOF (TYP)

DS DS

ADA DF w/

BOTTLE

FILLER

MATERIALS

MARK DESCRIPTION

FL

O

O

RI

N

G VINYL PLANK J+J FLOORING, LVT CLASSICS V5000, "1003 HEIRLOOM"

EPOXY EVERLAST EPOXY FLOOR " MAUVE MULTICOLOR"

W

AL

L

BA

SE

WOOD 4" PAINTED POPLAR WALL BASE

EPOXY EVERLAST EPOXY FLOOR " MAUVE MULTICOLOR" COVE BASE SYSTEM

PA

IN

T

PNT-1 SATIN-EGGSHELL LATEX ON GYP BD SW 9136 "LULLABY"

PNT-2 BLOCK FILLER & SHERWIN WILLIAMS, EPOXY ON CMU SW 9136 "LULLABY"

PNT-3 SATIN-EGGSHELL, SHERWIN WILLIAMS SW 7636 "ORIGAMI WHITE"

PNT-4

BLOCK FILLER & SHERWIN WILLIAMS EPOXY ON CMU. SW 7036 " ACCESSIBLE

BEIGE"

PO

RC

EL

AI

N

TI

LE PT-1 WALL TILE DALTILE "RESLIENCE" 24 x 48 IN "COLOR"

O

TH

ER

FI

N

IS

HE

S PLAM-1 WILSONART "TAILORED LINEN"

PLAM-2 WILSONART "MISSION MAPLE"

SS-1 SOLID SURFACE CORIAN "LINEN" w/ "CAMEO WHITE" INTEGRAL SINK

TOILET PARTITIONS HDPE SOLID PLASTIC BY BRADLEY IN "DEEP BLUE"

EX

TE

RI

O

R

FI

N

IS

HE

S

ROOF

PAC-CLAD, PRE FIN, STANDING SEAM METAL w/ KYNAR 500 FIN "SLATE

BLUE"

EXTERIOR TRIM LP ENGINEERED WOOD TRIM SYSTEM IN "STANDARD WHITE"

EXT. SIDING LP ENGINEERED WOOD, LAP SIDING, 5" DOUBLE IN "CLAY"

EXT. DOORS ANDERSEN COMMERCIAL AND HOLLOW METAL

EXT. WINDOWS

ANDERSEN 400 SERIES, "WHITE" EXTERIOR & "WHITE" INTERIOR w WHITE

HARDWARE

EXT. PAINT EXTERIOR MASONRY PAINT TO MATCH LP SMART SIDE LAP SIDING

SOLAR TUBES SOLATUBE "BRIGHTEN UP 290" w/ UVA INHIBITING DOME

4'-

0"

ADA ROLL-IN

SHOWER BASE

NEW

SHOWER BASE

NEW

SHOWER BASE

ALL DOOR HARDWARE STYLE AND KEY TO EXISTING DNR SYSTEM CONFIRM w/ OWNER

ALL DOOR HARDWARE TO MEET ADA STANDARDS

NEW PTAC UNIT

3'-6"

5'-31 2"

2"

3'-1"

2" 3'-1"

2"

5'-0" 3'-1" 3'-0" 3'-0" 3'-0"

5'-31 2" 51

2" 3'-1"

2"

3'-1"

2" 5'-0" 3'-1" 3'-1" 3'-1" 3'-1"

6'- 4"

5'- 8"

3'- 2"

3'- 0"

3 12"

1/

2.

BD

W C

O N

TR

AC

T Y

ISSUED FOR BIDDING

EX

TE

R

IO

R E

LE

VA

TI

O

N S

H U

R O

N A

VE

LE

XI

N G

TO

N

, M I

TO

IL

ET

/S

H O

W

ER

B U

IL

D

IN

G

R

EN

O

VA

TI

O

N

LE

XI

N G

TO

N

S

TA

TE

H

A R

B O

R

A-2.00

MMR

MMR

AS NOTED

18-036 8/27/2021

SHEET NUMBER:

DATE:

PROJ NO.:

SCALE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

PR

O

JE

C

T

TI

TL

E:

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

SH

EE

T

TI

TL

E:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2020 EDGEWATER RESOURCES, LLC.

SCALE: 1/4" = 1'-0"1 SOUTH ELEVATION

SCALE: 1/4" = 1'-0"3 NORTH ELEVATION

4 WEST ELEVATION

SCALE: 1/4" = 1'-0"2 EAST ELEVATION

SCALE: 1/4" = 1'-0"

INSTALL NEW STANDING SEAM METAL ROOF

ON ENTIRE BUILDING:

REMOVE ALL ASPHALT ROOFING, PATCH AND

REPAIR ALL AREAS NOTED ONCE EXISTING

ROOF IS REMOVED.

GUTTERS TO MATCH FASCIA COLOR AND

CONNECT UNDERGROUND TO STORM

SYSTEM

ANDERSEN 400, WHITE EXTERIOR AND PRE

FINISHED INTERIOR, TILT WASH DOUBLE

HUNG AND FIXED TRANSOM WINDOWS

LP SMART SIDE, 5" EXPOSURE SHIP LAP

SIDING, CORNER BOARDS, BANDING

BOARDS, DOOR AND WINDOW TRIM,

FASCIA, VENTED SOFFIT AND COLUMN WRAP

SYSTEM.

EXISTING BRICK TO REMAIN. CLEAN,

REPAIR AND TUCK ALL AREAS. PAINT

ALL EXTERIOR BRICK WALLS

EXTERIOR NOTES TYP:

EXISTING HARBOR MASTER BUILDING

PROPOSED HARBOR MASTER BUILDING

PROPOSED HARBOR MASTER BUILDING

EXTERIOR MATERIALS

LP SMART SIDE, LAP SIDING, 8" REVEAL,

IN DIAMOND KOTE "CLAY"

LP SMART SIDE, TRIM, SOFFIT, FASCIA, AND 6"

COLUMN WRAP IN DIAMOND KOTE "WHITE"

PAC-CLAD, 24 ga. KYNAR 500, STANDING SEAM

METAL ROOF IN "SLATE BLUE" STANDARD WHITE

ANDERSEN DOUBLE HUNG WINDOW

STANDING SEAM METAL ROOF

PAINT EXISTING FASCIA TO MATCH NEW

EXISTING BRICK TO REMAIN

REPLACE DOORS IN EXISTING OPENINGS

STANDING SEAM METAL ROOF

STANDING SEAM METAL PORCH ROOF

LP ENGINEERED WOOD LAP SIDING,

FASCIA, VENTED SOFFIT, CORNER

AND TRIM BOARD SYSTEM

WOOD PORCH COLUMNS

STANDING SEAM METAL ROOF

NEW GUTTER ON EXISTING AND NEW

ADDITION TO MATCH FASCIA COLOR

EXISTING BRICK TO REMAIN

LP ENGINEERED WOOD LAP SIDING,

FASCIA, VENTED SOFFIT, CORNER

AND TRIM BOARD SYSTEM

STANDING SEAM METAL ROOF

PAINT EXISTING FASCIA TO MATCH NEW

EXISTING BRICK TO REMAIN

STANDING SEAM METAL ROOF

LP ENGINEERED WOOD LAP SIDING, FASCIA,

VENTED SOFFIT, CORNER

AND TRIM BOARD SYSTEM

STANDING SEAM METAL ROOF

PAINT EXISTING FASCIA TO MATCH NEW

EXISTING BRICK TO REMAIN

REPLACE DOORS IN EXISTING OPENINGS

A-3.00

A-3.00

1/

2.

BD

W C

O N

TR

AC

T Y

ISSUED FOR BIDDING

BU

IL

D

IN

G S

EC

TI

O N

S

AN

D D

ET

AI

LS

H U

R O

N A

VE

LE

XI

N G

TO

N

, M I

TO

IL

ET

/S

H O

W

ER

B U

IL

D

IN

G

R

EN

O

VA

TI

O

N

LE

XI

N G

TO

N

S

TA

TE

H

A R

B O

R

A-3.00

MMR

MMR

AS NOTED

18-036 8/27/2021

SHEET NUMBER:

DATE:

PROJ NO.:

SCALE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

PR

O

JE

C

T

TI

TL

E:

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

SH

EE

T

TI

TL

E:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2020 EDGEWATER RESOURCES, LLC.

SCALE: 1/4" = 1'-0"1 BUILDING SECTION

SCALE: 1/4" = 1'-0"2 BUILDING SECTION

INSULATION AIR BAFFLE AT EACH TRUSS

STANDING SEAM METAL ROOF ON 30#

FELT WITH SELF ADHESIVE ICE & WATER

SHIELD PER CODE. SEAL ROOF MATERIAL

ON 5 8" O.S.B. SHEATHING ON 2 x 12 WD ROOF RAFTERS @ 24" O.C.ON 2 x 6 TR. WD PLATE w/ PLYWD CEILING FINISHED w/ 1 x

6 WHITE WASHED T & G WD BOARDS

R-49 ATTIC INSULATION PER ZONE 6,

MICHIGAN ENERGY CODE,

METAL GUTTER TO MATCH FASCIA COLOR

CONNECT DOWNSPOUTS TO

UNDERGROUND STORM SYSTEM

LP SMART SIDE PRE-FINISHED,

ENGINEERED WOOD, VENTED SOFFIT,

CORNER, DOOR AND WINDOW TRIM AND

BANDING BOARD SYSTEM w/ FLASHING AT

ALL HORIZONTAL INTERSECTIONS

TYP. EXTERIOR WALLS: 2 x 6 WD STUDS @ 16" O.C. w/ 716" O.S.B. SHEATHING, AIR AND MOISTURE BARRIER w/ INSULATION PER

MUEC WITH LP SMART SIDING DOUBLE 5"

BOLD LAP EXTERIOR SIDING AND 5 8" GYP

BD INTERIOR FINISH

PROVIDE FLASHING AT ALL WINDOW AND

DOOR HORIZONTAL TRIM LOCATIONS

PROVIDE 2 x STRUCTURAL HEADERS AT

EACH WALL OPENING

ANDERSEN, 400 SERIES, WHITE EXTERIOR

AND INTERIOR, TILT WASH, DOUBLE HUNG

WINDOWS WITH FULL SCREENS AND

WHITE HARDWARE

TR. 2 x 6 WD SILL PLATE w/ SILL SEALER

AND 12" Ø ANCHOR BOLTS @ 6'-0" O.C.AND

ONE WITHIN 1'-0" AT CORNERS

FLASHING AT ALL HORIZONTAL

INTERSECTIONS

2" EXPANSION JOINT AT

BUILDING/SIDEWALK INTERSECTION

6" REINFORCED CONCRETE SLAB w/ 6x6

#10 WWF ON 6 MIL VAPOR BARRIER ON 6"

MIN COMPACTED GRAVEL w/ 12"

EXPANSION JOINTS AT EXTERIOR WALLS.

FIN. FLOOR ELEV. AT 585.0

TIE FLOOR TO EXISTING WALLS

w/ #3 DOWELS AT 24" O.C EXTEND 18" HORIZ. INTO CONC. SLAB w/

EXPANSION JOINT SEPARATION

8" REINFORCED, POURED CONC.

FOUNDATION WALL w #4 BARS @ 12"

HORIZ. AND #4 BARS @ 24" O.C.

EXTENDING FROM FOOTING INTO NEW

WALL w/ 2" INSULATION FOR MIN R-20 AT

24" BELOW GRADE PER 2015 MICHIGAN

UNIFORM ENERGY CODE

12" x 24" REINF. CONC. CONTINUOUS STRIP FOOTING w/ (3) #5 BARS…