751-18297.TAP FMNM - Pump St Repl - 2023-06-28 - Plans.pdf

Father Marquette National Memorial Date Issued: June 28, 2023

SHEET INDEX

Bids and Construction

Location Maps

NTS

Cover Sheet

C1.0 Existing Conditions Plan C2.0 Soil Erosion & Sedimentation Control Plan and Details C3.0 Demolition Plan C4.0 Construction Plan535 West William, Suite 101

Planning, Engineering and Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Submittals

Environmental Services

Overall Vicinity Map Site Plan Vicinity Map

05.18.2023 90% Owner Review

06.16.2023 100% Owner Review

06.28.2022 Bidding

File Number: 751/18297.TAP Index Number: 2500 Moran Township, Michigan 49781

Permits Required SESC Permit - DNR/BRI & Contractor LARA Plan Review - DNR/BRI & Contractor

Landscape Architect / EngineerAgency and Project Director

Contacts Christopher DeGood 231.420.5601 cdegood@bria2.com

Project Site Location 592 Boulevard Drive, St. Ignace, MI 49781

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

Lake Michigan

Lake Huron

Mackinac Island

PROJECT

SITE

Bois Blanc Island

Cecil

Mackinaw City

Chain Lake

I7

I75

I75

M ac ki na w H w y

W ild er ne ss P ar k

Dr

State Hwy 2

State Hwy 23

Chain Lake

Lake Huron

PROJECT

SITE

I75

I7

Old Portage Trail

State Hwy 2

I75

Ferry Ln Straits State Park

St Ignace

Sewage Pump Station Replacement

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MEMORIAL

STONE

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C Clump

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METER

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TRANS.

CONTROLS

LIFT STATION

4" SANITARY

SEWER

SIGN

BENCH

TRASH

FLAG POLE

FLAG POLE

SIGN

UE

UE

UE

UE

UE

UE

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Checked:

201923

Approved:

Drawn:

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Michigan Department of Natural Resources

Father Marquette National Memorial

CD

CS

KD

Bids and Construction06.28.23

Sewage Pump Station Replacement

C1.0

1" = 20'

NORTH

Know what's below.

before you dig.Call

R

Existing Conditions Plan

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS

PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL EXISTING

UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF

SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.

3. CONTOUR INTERVAL SHOWN IS 1-FOOT.

LOCATION OF PUMP STATION REPLACEMENT WORK

BENCHMARK ENGINEERING, INC.

607 E. LAKE STREET

HARBOR SPRINGS, MI 49740

(231) 526-2119 BENCHMARK607@GMAIL.COM

SURVEY PREPARED BY:

4020100

SCALE: 1" = 20'

EXISTING CONDITIONS LEGEND

EXISTING ROW / EASEMENT

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING CURB AND GUTTER

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING STORM LINE

EXISTING GAS LINE

EXISTING OVERHEAD UTILITIES

EXISTING WATER LINE

EXISTING SANITARY LINE

EXISTING FENCE

CONTROL POINT

EXISTING SIGN

EXISTING CLEANOUT

EXISTING SANITARY MANHOLE

EXISTING STORM MANHOLE

EXISTING SPOT GRADE

EXISTING STORM CATCH BASINS

EXISTING IRRIGATION HEAD

EXISTING LIGHT POLE

EXISTING ELECTRIC MANHOLE

EXISTING ELECTRIC METER

EXISTING ELECTRIC HANDHOLE

EXISTING UTILITY POLE

EXISTING TRAFFIC SIGNAL POST

EXISTING HYDRANT

EXISTING TREE

LIMITS OF DISTURBANCE

LIM

ITS O

F DISTURBANCE

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14" WB

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15" C

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2-5"/8" C

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NC.

METER

4" FORCEMAIN

TRANS.

CONTROLS

LIFT STATION

4" SANITARY

SEWER

SIGN

BENCH

FLAG POLE

SIGN

UE

UE

UE

UE

UE

UE

UE

Checked:

201923

Approved:

Drawn:

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Michigan Department of Natural Resources

Father Marquette National Memorial

CD

CS

KD

Bids and Construction06.28.23

Sewage Pump Station Replacement

C2.0

1" = 10'

NORTH

Know what's below.

before you dig.Call

R

Soil Erosion & Sedimentation Control Plan

SESC LEGEND

201050

SCALE: 1" = 10'

TREE PROTECTION FENCE

LIMIT OF WORK LINE

REMOVE TREE

FILTER FABRIC FENCE

CONSTRUCTION SEQUENCE

SEEDING AND EROSION BLANKETS

TOPSOIL / SEDIMENT CONTROL

TREE REMOVAL & STUMP GRINDING

TEMPORARY CONTROL MEASURES

FINISH GRADING

SITE CONSTRUCTION

SITE UTILITIES

OPERATION TIME SCHEDULE (2023-2024)

CONSTRUCTION SEQUENCE

MAY JUNE JULY AUG SEPT OCT NOV DEC JAN

4' T

Y P.

ELEVATION

3.

PLASTIC CONSTRUCTION FENCE

PLAN

1.

2.

NOTES:

STEEL FENCE POSTTYP.6'

TREE PROTECTION FENCING SHALL BE ERECTED PRIOR TO

ANY EARTHWORK OR CONSTRUCTION AND IS TO REMAIN

IN PLACE UNTIL CONSTRUCTION IS COMPLETE.

FENCE SHALL BE LOCATED AT THE OUTER PERIMETER OF

THE SPREAD OF THE BRANCHES OR CLOSER ONLY AT THE

DIRECTION OF THE PROJECT LANDSCAPE ARCHITECT.

ALL DEBRIS, FILL, EQUIPMENT AND MATERIAL SHALL BE

KEPT CLEAR OF AREA WITHIN PROTECTIVE FENCE. NO

CLEANING, STORAGE, OR DISPOSAL OF ANY MATERIAL

ALLOWED WITHIN THE DRIP LINE OF TREES TO BE SAVED.

4. TREE PROTECTION FENCING SHALL BE INSTALLED WHERE

DIRECTED BY LANDSCAPE ARCHITECT AND SHALL BE PAID

ON A UNIT PRICE BASIS.

NO SCALE

Filter Fabric Fence: MDMB SESC Detail

SILT FENCE

SPACING 6-10' MAX.

1' MIN.

6" ANCHOR TRENCH

FENCE POSTS DRIVEN INTO

GROUND 1' MIN.

SILT FENCE B

SILT FENCE A

FABRIC TO BE

WRAPPED AROUND

FENCE POST

1' MIN.

UNDISTURBED VEGETATION

GEOTEXTILE FILTER FABRIC

FASTENED ON UPHILL SIDE,

TOWARDS EARTH

DISRUPTION

RIDGE OF COMPACTED

EARTH ON UPHILL SIDE OF

FILTER FABRIC

SHEET FLOW

6"x6" ANCHOR TRENCH

ROLL JOINTS

STANDARD SYMBOL MICHIGAN

DEPARTMENT OF

MANAGEMENT AND BUDGET

S51

ROLL JOINT

TASK

X

C O

M

PO

N

EN

T

ST

O

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EW

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A

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SCHEDULE

INSPECT FOR SEDIMENT ACCUMULATION WEEKLY

REMOVAL OF SEDIMENT ACCUMULATION AS NEEDED AND PRIOR TO TURNOVER

INSPECT FOR FLOATABLES AND DEBRIS QUARTERLY

REMOVAL OF FLOATABLES AND DEBRIS QUARTERLY AND AT TURNOVER

INSPECT FOR EROSION WEEKLY

RE-ESTABLISH VEGETATION ON ERODED

SLOPES

AS NEEDED AND PRIOR TO TURNOVER

REPLACEMENT OF STONE AS NEEDED*

RI

P

RA

P

MOWING 0 TO 2 TIMES PER YEAR

INSPECT STRUCTURAL ELEMENTS DURING WET

WEATHER AND COMPARE TO AS-BUILT PLANS

(BY PROFESSIONAL ENGINEER)

ANNUALLY AND PRIOR TO TURNOVER

MAKE ADJUSTMENTS OR REPLACEMENTS AS

DETERMINED BY PRE-TURNOVER INSPECTION

AS NEEDED

X

X X

X X

X X

X

X

X X X X

X X X

TASK

X C

O M

PO

N

EN

T

SCHEDULE

INSPECT FOR SEDIMENT ACCUMULATION ANNUALLY

REMOVAL OF SEDIMENT ACCUMULATION ANNUALLY AS NEEDED

INSPECT FOR FLOATABLES AND DEBRIS

REMOVAL OF FLOATABLES AND DEBRIS

INSPECT FOR EROSION

RE-ESTABLISH VEGETATION ON ERODED

SLOPES

AS NEEDED

REPLACEMENT OF STONE EVERY 3-5 YEARS AS NEEDED

MOWING 0 TO 2 TIMES PER YEAR

INSPECT STRUCTURAL ELEMENTS DURING WET

WEATHER AND COMPARE TO AS-BUILT PLANS

(BY PROFESSIONAL ENGINEER)

ANNUALLY

MAKE ADJUSTMENTS OR REPLACEMENTS AS

DETERMINED BY INSPECTION

AS NEEDED

X

X X

X X

X X

X

X

X X X X

X X X

CLEAN STREETS, DRIVES AND PARKING AREAS 0 TO 2 TIMES PER YEAR

ANNUALLY

ANNUALLY AS NEEDED

ANNUALLY

X

X

X

X

XX

X X

X X

X

ST

O

RM

S

EW

ER

C

U

LV

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TS

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A

LE

S

SE

D

IM

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O N

B A

SI

N

S

RI

P

RA

P

X

X

X

X

X X

X X

X X

X

MAINTENANCE SCHEDULE

(DURING CONST. BY GC)

MAINTENANCE SCHEDULE

(POST CONST. BY OWNER)

MDMB SOIL EROSION AND

SEDIMENTATION CONTROL NOTES

1. 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.).

2. 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 PREPARE AND ISSUE FOR APPROVAL AN "SESC IMPLEMENTATION PLAN", WHICH INDICATES THE CONTRACTOR'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 ISSUE THE CONTRACTOR AN "AUTHORIZATION TO PROCEED WITH EARTH CHANGE", 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 MEASURES AS REQUIRED BY THE PROJECT'S SESC PLAN, SESC IMPLEMENTATION PLAN, DTMB'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 MEASURES

PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK ACTIVITIES.

7. THE CONTRACTOR SHALL INSTALL TURBIDITY CURTAIN AS NEEDED BASED ON SITE CONDITIONS.

TURBIDITY CURTAIN SHALL BE PLACED AT THE PERIMETER OF THE EXISTING DOCK.

8. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF

SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS.

9. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. DUST CONTROL SHOULD OCCUR ALONG THE TRAIL AND PARKING AREA AS WELL AS ACCESS INTO THE SITE.

10. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST MANAGEMENT PRACTICES.

11. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF

THE PROJECT.,RECOMMENDED ON A DAILY BASIS. AT A MINIMUM, THE CONTRACTOR SHALL

INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS.

12. 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.

13. 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 SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS

STABILIZED. .THERE WILL BE A $500/DAY FINE AND ASSESSMENT OF ACTUAL DAMAGE.

14. 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.

15. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY THE

PROPERTY OWNER.

16. ALL WORK UNDER THIS CONTRACT MUST MEET THE STORM WATER MANAGEMENT REQUIREMENTS OF THE PROJECT AND 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.) AND SPECIFIC PROVISIONS AND REGULATIONS FOR SAME

WITHIN THE CONTRACT DOCUMENTS. THE DEPARTMENT OF TRANSPORTATION, MANAGEMENT AND

BUDGET, FACILITIES ADMINISTRATION, AND AUTHORIZED PUBLIC AGENCY (APA), HAS PROMULGATED STANDARD PROCEDURES AND SPECIFICATIONS FOR EROSION CONTROL THAT SHALL BE CONSIDERED A PART OF THE CONTRACT DOCUMENTS. SESC MEASURES WILL BE MONITORED AND ENFORCED BY FACILITIES ADMINISTRATION THROUGH THE REVIEW OF THE CONTRACTOR'S IMPLEMENTATION PLANS AND SITE INSPECTIONS. FACILITIES ADMINISTRATION OR THE PROFESSIONAL WILL NOTIFY THE CONTRACTOR IN WRITING OF ANY VIOLATION(S) OF THE APPLICABLE SESC STATUTES AND/OR THE

CORRECTIVE ACTION(S) UNDERTAKEN BY THE OWNER AND MAY ISSUE STOP WORK ORDERS.

FACILITIES ADMINISTRATION HAS THE RIGHT TO ASSESS A FINE TO THE CONTRACTOR FOR

NONCOMPLIANCE WITH THE PROVISIONS OF THE CONTRACT DOCUMENTS AND/OR SESC

REGULATIONS APPLICABLE TO THIS WORK AND FINES SHALL BE IN ADDITION TO ANY OTHER

REMEDIATION COSTS OR LIQUIDATED DAMAGES APPLICABLE TO THE PROJECT AND MAY EXCEED THE

VALUE OF THE CONTRACT.

17. PERIMETER EROSION CONTROL MEASURES SHOWN, SUCH AS SILT FENCE OR TURBIDITY CURTAIN, ARE

SCHEMATIC. CONTRACTOR SHALL MAKE ANY ADJUSTMENTS REQUIRED TO ENSURE PROPER SOIL

EROSION AND SEDIMENTATION CONTROL OR AS DIRECTED BY THE ENFORCING AGENCY THE TOTAL

AREA OF DISTURBANCE IS 0.05 ACRES.

18. ACCORDING TO THE NATIONAL COOPERATIVE SOIL SURVEY, THE ENTIRE SITE IS SOIL TYPE La -

LAMSON FINE SANDY LOAM.

NO SCALE

Tree Protection Fence

C2.0

2TREE PROTECTION

FENCE, TYP.

C2.0

1 FILTER FABRIC

FENCE

FEB

C2.0

2TREE PROTECTION

FENCE, TYP.

2 699

8" A

FM

FM

FM

FM

FM

SN

SN

SN

W

W

W

4" FORCEMAIN

4" SANITARY

SEWER

UE

UE

UE

UE

UE

UE

UE

X X X X X X X X X X X

XXXXXXXXXXXXXXXX

X X X X X X X X X X

X X X X X X X X X X X

XXXXXXXX

X X X X X X

XXXXXXX

XXXXX

Checked:

201923

Approved:

Drawn:

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Michigan Department of Natural Resources

Father Marquette National Memorial

CD

CS

KD

Bids and Construction06.28.23

Sewage Pump Station Replacement

C3.0

1" = 10'

NORTH

Know what's below.

before you dig.Call

R

Demolition Plan

DEMOLITION & SESC LEGEND

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING

DAYS PRIOR TO START OF CONSTRUCTION.

2. 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.

3. 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.

4. ALL CONCRETE PAVEMENT AND CURB REMOVALS SHALL BE TO THE NEAREST

JOINT BEYOND INDICATED EXTENT.

5. 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.

6. ALL REMOVALS SHALL BE SAW CUT FULL DEPTH AND COORDINATED WITH

LAYOUT / GRADING PLANS.

7. REMOVALS SHALL INCLUDE SUBSOIL/EXISTING BASE MATERIALS TO FULL DEPTH

REQUIRED FOR INSTALLATION OF NEW WORK INCLUDING BASE COURSE. ALL

EXCAVATIONS SHALL PROVIDE ADEQUATE SOIL SUPPORT THROUGH THE USE OF

ADEQUATE CUT SLOPES OR STRUCTURAL SHORING.

8. OWNER TO COORDINATE WITH RESPECTIVE UTILITY COMPANY FOR REMOVAL

OF EXISTING TRANSFORMER, ELECTRICAL, CABLE, TELEPHONE AND FIBER OPTIC

LINES.

9. PROJECT AREA IS PARTIALLY IRRIGATED. REMOVE EQUIPMENT AFFECTED BY

NEW WORK AND SALVAGE TO OWNER. CUT, CAP AND RECORD LOCATIONS OF

ALL LINES.

10. CONTRACTOR SHALL REPAIR ALL DISTURBED TURF AREAS OUTSIDE OF PROJECT

LIMITS DAMAGED DURING CONSTRUCTION.

11. ALL TOPSOIL AND ORGANIC MATERIAL SHALL BE REMOVED FROM UNDER

PROPOSED BUILDING, FOOTINGS, SLABS, AND PAVED AREAS.

12. ALL SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND

DISPOSED IN A LEGAL MANNER.

13. CONTRACTOR TO RELOCATE TREES PROTECTION FENCE WITH LANDSCAPE

ARCHITECT/ENGINEER'S APPROVAL IN ORDER TO ACCOMPLISH WORK.

14. LAWN AND TOPSOIL REMOVALS AROUND EXISTING TREES TO BE PERFORMED

WITH EXTREME CARE. REMOVALS TO BE COMPLETED BY HAND. NO HEAVY

EQUIPMENT ALLOWED BENEATH TREES CANOPY.

15. 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.

17. 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.

DEMOLITION NOTES

201050

SCALE: 1" = 10'

TREES PROTECTION FENCE

LIMIT OF WORK LINE

REMOVE ITEM

PROTECT ITEMP

R

REMOVE TREES

EXISTING ROW / EASEMENT

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING EDGE OF WATER

EXISTING WETLAND BOUNDARY

P TREES,

TYP.

P KIOSK

PFORCEMAIN

PBITUMINOUS,

TYP.

PCONCRETE

TYP.

PCONCRETE,

TYP.

P TRANSFORMER

P REMOVE AND

RESTORE

P ELECT. METER

R PUMP STATION

CONTROLS

FORCEMAINP

TREES, TYP. R

TREES, TYP.P

P CONCRETE,TYP.

R PARTIAL DEMOLITION

OF PUMP STATION

(SEE DETAIL)

TREES, TYP.P

TREES, TYP.P

SANITARY

SEWER

P

REMOVE ALL WET WELL PUMPS

EQUIPMENT, BRACKETS, ETC.

Partial Demolition of Package Pump Station

NO SCALE

REMOVE TOP OF

STEEL PUMP

STATION

REMOVE WALLS OF WET WELL

TO DEPTH OF THE BOTTOM OF

THE VALVE CHAMBER

1. CONTRACTOR SHALL PROVIDE VACUUM TRUCK TO PUMP

STATION DRY AND REMOVE SLUDGE DEPOSITION.

CONTRACTOR AND THEN FIELD VERIFY MEASUREMENTS TO

INVERT OF THE BOTTOM OF WET WELL, INVERT TO SANITARY

SEWER DISCHARGE, AND INVERT TO FORCEMAIN.

CONTRACTOR SHALL DOCUMENT AND REPORT

MEASUREMENTS TO ENGINEER (PSC)

2. CONTRACTOR PROVIDED FIELD MEASUREMENTS SHALL BE

UTILIZED TO PREPARE FINAL SHOP DRAWINGS FOR NEW

PACKAGE PUMP STATION.

PUMP STATION DEMOLITION NOTES

REMOVE VALVE CHAMBER IN

ITS ENTIRETY INCLUDING TOP

SIDE WALLS, FLOOR AND WALL

SHARED WITH WET WELL

EXISTING CONCRETE

BALLAST TO REMAIN

EXISTING STEEL TANK

WALLS TO REMAIN

REMOVE WALLS OF WET WELL

TO DEPTH OF THE BOTTOM OF

THE VALVE CHAMBER

REMOVE VALVE CHAMBER IN

ITS ENTIRETY INCLUDING TOP

SIDE WALLS, FLOOR AND WALL

SHARED WITH WET WELL

X X X X X X

REMOVE ALL WET WELL PUMPS

EQUIPMENT, BRACKETS, ETC.

6'0"

P UNDERGROUND

ELECTRIC

R UNDERGROUND

ELECTRIC

XX

XXX

X XXX

XXX

XXXX

XXXX

STATION INVERT - 683.6 (ASSUMED SEE NOTE 1)

685.0 (1974 PLAN)

TOP OF STATION - 696.6 (SURVEYED)

698.0 (1974 PLAN)

INFLOW INVERT - 689.9 (FIELD MEASUREMENT)

692.5 (1974 PLAN)

EX. 4" SANITARY

SEWER

4" FORCEMAIN INVERT

692.5 (1974 PLAN)

(SEE NOTE 1)

TREES & BRUSH

WITHIN LIMITS

OF WORK, TYP.

R

TREES, TYP. R

P CONCRETE,TYP.

P CONCRETE,TYP.

P REMOVE AND

RESTORE

P RESTORE ALL CONCRETE

IMPACTED BY CONSTRUCTION

IN KIND, TYP.

PRESTORE ALL ASPHALT

IMPACTED BY CONSTRUCTION

IN KIND, TYP.

AutoCAD SHX Text

BATHROOM

FACILITY

2 699

FM

FM

FM

FM

FM

SN

SN

SN

W

W

W

4" FORCEMAIN

4" SANITARY

SEWER

UE

UE

UE

UE

UE

UE

UE

Checked:

201923

Approved:

Drawn:

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Michigan Department of Natural Resources

Father Marquette National Memorial

CD

CS

KD

Bids and Construction06.28.23

Sewage Pump Station Replacement

C4.0

NORTH

Know what's below.

before you dig.Call

R

Construction Plan

CONSTRUCTION PLAN LEGEND

TREES PROTECTION FENCE

LIMIT OF WORK LINE

EXISTING ROW / EASEMENT

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING EDGE OF WATER

EXISTING WETLAND BOUNDARY

LAYOUT & MATERIALS NOTES

1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA

STANDARDS.

2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR EDGE OF

MATERIAL UNLESS OTHERWISE NOTED.

3. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE CURB/ PAVEMENT/ BUILDING

LINE FROM WHICH THEY ARE DIMENSIONED UNLESS OTHERWISE NOTED.

4. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH

OWNER'S REPRESENTATIVE.

5. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED

TO OWNER'S REPRESENTATIVE.

1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION ALL WORK COMPLETED IN

CONFORMANCE WITH CURRENT ADA STANDARDS.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

GRADING NOTES

1. EXISTING 3" WATER SERVICE LOCATION BASED ON RECORD

UTILITY DRAWINGS (NOT LOCATED IN FIELD)

2. EXISTING 4" FORCEMAIN LOCATION BASED ON RECORD

UTILITY DRAWINGS (NOT LOCATED IN FIELD)

3. 1975 PLAN DRAWINGS OF DUPLEX PUMP STATION

(ALL ELEVATIONS MUST BE VERIFIED IN THE FIELD)

GRAVITY SEWER TO BATHROOM FACILITY

4" DIAMETER PER RECORD DRAWING (VERIFY IN FIELD)

NOTE: THE OPERATIONAL PARAMETERS OF THE EXISTING

PROPRIETARY PACKAGE PUMP STATION ARE ASSUMED TO

BE CONSISTENT WITH THE DESIGN PLANS.

TOP OF LIFT STATION = 698.0

INVERT INTO WET WELL = 692.5

INVERT OF FORCE MAIN OUT OF WET WELL = 692.5

BOTTOM OF WET WELL = 685.0

WET WELL

ALARM LEVEL = 690.50

BOTH PUMPS ON = 690.0

ONE PUMP ON = 689.5

BOTH PUMPS OFF = 689.5

UTILITY NOTES

4NEW PACKAGE

PUMP STATION

New Package Pump Station

NO SCALE

1. CONTRACTOR SHALL PROVIDE VACUUM TRUCK TO PUMP

STATION DRY AND REMOVE SLUDGE DEPOSITION.

CONTRACTOR SHALL FIELD VERIFY MEASUREMENTS TO

INVERT OF THE BOTTOM OF WET WELL, INVERT TO SANITARY

SEWER DISCHARGE, AND INVERT TO FORCEMAIN.

CONTRACTOR SHALL DOCUMENT AND REPORT

MEASUREMENTS TO ENGINEER (PSC)

2. CONTRACTOR PROVIDED FIELD MEASUREMENTS SHALL BE

UTILIZED TO PREPARE FINAL SHOP DRAWINGS FOR THE NEW

PUMP STATION.

PUMP STATION DEMOLITION NOTES

EXISTING CONCRETE

BALLAST TO REMAIN

REMOVE WALLS OF WET WELL

TO DEPTH OF THE BOTTOM

OFTEN VALVE CHAMBER

4'0"

STATION INVERT

TOP OF STATION - 696.6 (PROPOSED)

INFLOW INVERT

689.9 (FIELD MEAS.)

EX. 4" SANITARY

SEWER

4" FORCEMAIN INV.

692.5 (1974 PLAN)

(SEE NOTE 1)

6'0"

4" REPAIR CLAMP

4" PVC SCH40

4" PRESSURE

REPAIR CLAMP

EXISTING STEEL TANK

WALLS TO REMAIN

4'0"

6'0"

STEEL COVER

LOCKABLE W/ OWNER

SUPPLIED PADLOCK

4" PRESSURE

REPAIR CLAMP

4" PVC SCH 40

FORCEMAIN EX. 4"

SEWER

692.5 (1974 PLAN)

STEEL POST MOUNTED

DUPLEX PANEL

(FIELD INSTALLED)

4" REPAIR CLAMP

BACKFILL WITH

MDOT CLASS II

FILL ANNULAR SPACE

BETWEEN STEEL WALL AND

NEW PUMP STATION WITH

CONCRETE

684.6 (PROPOSED)

1/8" 302 STAINLESS

STEEL LIFTING CABLE 4" TOPSOIL

FLOAT TREE

ASSEMBLY

DISCHARGE

PIPING

GUIDE RAILS

PUMP

1" = 10'

201050

SCALE: 1" = 10'

RESTORE EXISTING GRADES

AND PLACE TOPSOIL AND

SEED PER SPECIFICATIONS

RESTORE ALL CONCRETE

IMPACTED BY CONSTRUCTION

IN KIND, TYP.

RESTORE ALL ASPHALT IMPACTED

BY CONSTRUCTION IN KIND, TYP.

NEW BURIED

ELECTRICAL

STEEL POST MOUNTED

DUPLEX PANEL

NEW BURIED

ELECTRICAL

EXISTING

TRANSFORMER

EXISTING METER

RESTORE EXISTING GRADES

AND PLACE TOPSOIL AND

SEED PER SPECIFICATIONS

AutoCAD SHX Text

BATHROOM

FACILITY