132010SG2022_IFB PLANS.pdf

PLAN INDEX

FILE NO. DESCRIPTION NO.

JD-1922-01 TITLE 01

JD-1922-02 NOTES 02

JD-1922-03 SESC NOTES AND DETAILS 03

JD-1922-04 EXISTING CONDITION PLAN 04

JD-1922-05 PLAN AND PROFILE 05

JD-1922-06 DETAILS 06

N

SECTION 28, T.27N.-R.15W.,

LAKE TOWNSHIP,

BENZIE, MICHIGAN

PROJECT

LOCATION

B O

E K

E

LO

O

M-22

LONG LAKE

PLATTE RIVER WEIR

IMPROVEMENTS

MICHIGAN DTMB

LOCATION MAP

NOT TO SCALE

N

AREA MAP

NOT TO SCALE

BENZIE

COUNTY

LIC E NSE D

P R O F E

ENGI

N E

ER

STATE OF MICHIGAN

S S I O N A L

SHAWN

P.

MIDDLETON

ENGINEER

No.

42722

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2023C

MICHIGAN DTMB

320 SOUTH WALNUT STREET

LANSING, MI 48909

FEBRUARY, 2023

132010SG2022

Manistee, MI 49660 302 River Street

MANISTEE OFFICE

www.SpicerGroup.com Tel. 231-794-5620

SMB ISSUED FOR BIDDING 5/22/23

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR

THIS SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN

ACCORDANCE WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ENGINEER DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY

OTHER LOCATION, CONDITION, DESIGN OR PURPOSE.

QRP

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- 01

AS SHOWN JD-1922-01 01

C

TITLE

LAKE MICHIGAN

LOON

LAKE

PLATTE

LAKE

SLEEPING

BEAR DUNES

NATL POND

M-22HOWELL RD

BIRCH POINT DR

P

LA

TT

E

R D

LAKE

PLATTE IS

LE

V

IE

W D

R

PETERSON RD

LASSO RD

DEADSTREAM RD

MICHIGAN ROAD

PLATTE RIVER

WONDERLAND

ROAD

AR

BO

RV

IE

W

DR

IV

E

M -2

PETERSON

ROAD

ARAL L

ODGE

LASSO RD

R

IVER

M-22

RUSH LAKE TRAIL

C O

O

PER

R O

AD

- EXISTING ELECTRIC

- EXISTING CURB & GUTTER

- PROPOSED UTILITY

- PROPOSED CURB & GUTTER

- EXISTING WATER MAIN

- EXISTING SANITARY SEWER OR FORCEMAIN

- EXISTING STORM SEWER

- EXISTING TELEPHONE CABLE

- EXISTING GAS MAIN

- EXISTING ROAD CENTERLINE

LINE TYPE LEGEND

BC = BACK OF CURB

BM = BENCH MARK

C/C = CENTER TO CENTER

CB = CATCH BASIN

CL = CENTERLINE

CJ = CONSTRUCTION JOINT

CMP = CORRUGATED METAL PIPE

CSP = CORRUGATED STEEL PIPE

CONC = CONCRETE

DI = DUCTILE IRON PIPE

EF = EACH FACE

ELEC = ELECTRIC

EL OR ELEV = ELEVATION

EOM = EDGE OF METAL

EOP = EDGE OF PAVEMENT

EQ/SP = EQUALLY SPACED

ESMT = EASEMENT

EW = EACH WAY

EX OR EXIST = EXISTING

FF = FINISH FLOOR

FL = FLOW LINE

FS = FINISH SURFACE

FG = FINISH GROUND

GALV = GALVANIZED

G = GUTTER

HDG = HOT DIP GALVANIZED

HDPE = HIGH DENSITY POLYETHYLENE

HP = HIGH POINT

HMA = HOT MIX ASPHALT

HYD = HYDRANT

INV = INVERT

LP = LOW POINT

OC = ON CENTER

OH = OVERHEAD

MH = MANHOLE

MIN = MINIMUM

MON = MONUMENT

NFL = NOT FIELD LOCATED

NTS = NOT TO SCALE

PROP = PROPOSED

PVC = POLYVINYL CHLORIDE

RCP = REINFORCED CONCRETE PIPE

ROW = RIGHT OF WAY

SAN = SANITARY

SB = SOIL BORING

SS = STAINLESS STEEL

STA = STATION

STM = STORM

SWR = SEWER

T/B = TOP AND BOTTOM

TC = TOP OF CURB

TOB = TOP OF BANK

TOS = TOE OF SLOPE

TELE = TELEPHONE

TRW = TOP OF RETAINING WALL

TW = TOP OF WALK

UNO = UNLESS NOTED OTHERWISE

WM = WATER MAIN

WS = WATER SURFACE ELEVATION

ABBREVIATIONS

CONTACTS

MICHIGAN DNR - FISHERIES DIVISION

ATT: AARON SWITZER

EMAIL: switzera1@michigan.gov

PHONE: (231) 383-2565

MICHIGAN DTMB

ATT: GERALD GREGORSKI

PROJECT DIRECTOR

PHONE: (231) 557-9043

SPICER GROUP

ATT: SHANE BRENNAN

PROJECT MANAGER

EMAIL: shane.brennan@spicergroup.com

PHONE: (517) 243-9695

AT&T

ATT: JEFFREY SHUSTER

205 E HARRIS ST

CADILLAC, MI 49601

PHONE: (231) 779-8451

CONSUMER ENERGY

ATT: BLAKE WILSON

EMAIL: blake.wilson@cmsenegy.com

PHONE: (231) 499-9792

OWNER

PROJECT DIRECTOR

ENGINEER

TELEPHONE

ELECTRIC

- MAIL BOX

- GUY ANCHOR AND POLE

- LIGHT POLE

- POWER AND TELEPHONE POLE

- TELEPHONE POLE

- POWER POLE

- TELEPHONE PEDESTAL

- WATER VALVE

- GAS VALVE

- FIRE HYDRANT

- CURB CATCH BASIN

- CATCH BASIN

- MANHOLE

- FENCE LINE

- OVERHEAD UTILITY

- RAILROAD TRACKS

- STATION LINE

- LIMITS OF RIGHT OF WAY

- EASEMENT

- SILT FENCE

- TREE LINE

- EXISTING CONTOURS

- PROPOSED CONTOURS

- REVERSE PAN CURB & GUTTER

PROPOSED SYMBOLS

- BARRIER FREE PARKING

- CATCHBASIN

- WATER VALVE

- FIRE HYDRANT

- MANHOLE

- LIGHT POLES

- SPOT ELEVATION LABELS600.00

LABEL

G = GUTTER

TW = WALK

TC = TOP OF CURB

FS = FINISH SURFACE

- DRAINAGE FLOW

- BARRIER FREE PARKING

- BREAK IN LINE

- TREE

- BUSH

- PINE

- WETLANDS

- STUMP

- SET 1/2" IRON ROD

- FOUND SURVEY CORNER

- SOIL BORING

- AIR CONDITIONING UNIT

- SATELLITE DISH

- ANTENNA

- RAILROAD SIGNAL

- SPRINKLER

- TRANSFORMER

AC

- ELECTRICAL PEDESTAL

T

E

- WATER METER

- MONITORING WELL

- 1/4 SECTION CORNER

- BENCH MARK

- TELEPHONE MANHOLE

- ELECTRIC MANHOLE

- HAND HOLE

- EXISTING SIGN-1 POST

- EXISTING SIGN-2 POST

SYMBOL LEGEND

EXISTING SYMBOLS

x x x

1+00

M.W.

SB#

- EXISTING DRAINS (OTHER)

G G

T T

W W

E E

GENERAL NOTES

NO WORK SHALL BE PERFORMED BEFORE 7:00 AM OR AFTER 7:00 PM MONDAY THROUGH SATURDAY. NO WORK SHALL HAPPEN ON

SUNDAYS OR HOLIDAYS, UNLESS AUTHORIZED BY THE OWNER.

CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS PRIOR TO START OF CONSTRUCTION, CONSTRUCTION STAKING AND INSPECTION.

CONTRACTOR SHALL MAINTAIN ACCESS FOR MAIL DELIVERY AND GARBAGE PICKUP AT ALL PARCELS. IF THESE SERVICES CANNOT BE PERFORMED, CONTRACTOR IS RESPONSIBLE FOR TAKING THE NECESSARY MEASURES TO CARRY THEM OUT.

COORDINATE DRIVE CLOSURES AND MAIL BOX RELOCATION WITH LANDOWNERS A MINIMUM OF ONE DAY IN ADVANCE.

CONTRACTOR TO PROVIDE DUST CONTROL AND SWEEP ROADS DAILY.

ALL EXCAVATED MATERIAL NOT TO BE REUSED OR DISPOSED OF ON SITE SHALL BE REMOVED FROM SITE. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF MATERIALS ACCORDING TO LOCAL AND STATE REQUIREMENTS.

UNDERGROUND UTILITIES/MISS DIG

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, 2013, THE CONTRACTOR SHALL DIAL 1-800-482-7171 OR 811 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO

MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.

THE EXISTING UTILITIES ON THESE DRAWINGS HAVE BEEN SHOWN ACCORDING TO THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND SHALL NOTIFY THE ENGINEER AS TO

WHERE POSSIBLE CONFLICT EXISTS.

ALL CONSTRUCTION UNDER EXISTING UTILITIES, INCLUDING HOUSE SERVICES, SHALL BE COMPLETELY BACKFILLED WITH SAND, IN

12" LAYERS, AND COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM UNIT WEIGHT.

ANY UTILITIES ENCOUNTERED DURING CONSTRUCTION SHALL BE SUPPORTED, PER THE SPECIFICATIONS OF THE INDIVIDUAL UTILITY

COMPANY CLAIMING OWNERSHIP OF THE UTILITY.

SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

APPROPRIATE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO EARTH-DISTURBING ACTIVITIES. PLACE TURF ESTABLISHMENT ITEMS AS SOON AS POSSIBLE ON POTENTIAL ERODABLE SLOPES AS DIRECTED BY OWNER.

CRITICAL DITCH GRADES SHALL BE PROTECTED WITH EITHER SOD, SEED/MULCH, OR SEED/MULCH BLANKET AS DIRECTED BY

OWNER.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE AND MAINTAINED UNTIL THE CONTRACT HAS BEEN COMPLETED AND ACCEPTED. MEASURES SHALL ONLY BE PAID FOR ONCE.

ALL CATCHBASINS AND SEDIMENTATION TRAPS/BASINS SHALL BE CLEANED OUT UPON COMPLETION OF THE PROJECT.

CONTRACTOR SHALL CONFORM TO SOIL EROSION AND SEDIMENTATION CONTROL ACT, PART 91 OF ACT 451 OF 1994.

PROPERTY OWNERS

PROPERTY OWNERS' NAMES, WHERE SHOWN, ARE FOR INFORMATION ONLY, AND THEIR ACCURACY IS NOT GUARANTEED.

ADJUSTING MONUMENT BOXES

ALL GOVERNMENT CORNERS ON THIS PROJECT SHALL BE PRESERVED, WHETHER SHOWN OR NOT. IT MAY BE NECESSARY TO

PLACE OR ADJUST MONUMENT BOXES, AS REQUIRED.

TRAFFIC

THE CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES. SIGNAGE MUST BE IN ACCORDANCE WITH THE MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SHALL BE COORDINATED WITH THE ENGINEER AND GOVERNING ROAD AGENCY.

PERMITS MAY BE REQUIRED.

PERMITS

PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED BY THE

APPROPRIATE AGENCIES.

CONSTRUCTION PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF THE APPROPRIATE AGENCIES.

GENERAL NOTES CONT.

RESTORE ALL LAWN AREAS WITH 4" OF TOPSOIL, SEED, AND MULCH.

CONTRACTOR TO RESTORE INCIDENTAL DAMAGES ON THE PROJECT AS DIRECTED BY OWNER AND ENGINEER.

REMOVE EXISTING FENCES, LANDSCAPING, AND OTHER STRUCTURES AS NEEDED FOR CONSTRUCTION. REINSTALLATION OF FENCES MUST BE COORDINATED WITH THE LAND OWNER. COST TO BE INCLUDED IN RELATED ITEMS OF WORK.

ROADS, DRIVEWAYS AND SIDEWALKS

ALL DRIVING SURFACES ARE TO BE RESTORED TO IN KIND DEPTH AND MATERIAL, UNLESS OTHERWISE SPECIFIED ON THE PLANS. COST TO BE INCLUDED IN THE BID PRICE FOR WORK PERTAINING TO EACH CROSSING.

BROKEN CONCRETE AND DEBRIS SHALL BE CONSIDERED WASTE AND SHALL BE DISPOSED OF BY THE CONTRACTOR OFF

SITE. COST SHALL BE INCLUDED IN THE OTHER PAY ITEMS OF THE PROJECT.

CONTRACTOR SHALL COORDINATE LOCATION OF ANY ACCESS ROADS WITH THE LANDOWNER AND THE ENGINEER. ANY

ACCESS ROAD SHALL BE REPAIRED TO THE LANDOWNER'S AND OWNER'S APPROVAL.

UTILITIES

ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

DEMOLISH EXISTING STRUCTURE(S) AND DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. COST TO BE INCLUDED WITH THE ITEM BEING INSTALLED AS DIRECTED BY OWNER/ENGINEER.

SOIL EROSION SEDIMENT CONTROL

ALL RIPRAP MATERIAL SHALL BE APPROVED BY THE ENGINEER UNLESS OTHERWISE DIRECTED. SUBMIT SAMPLES TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. OWNER AND ENGINEER RESERVES THE RIGHT TO REJECT ANY

AND ALL RIPRAP.

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2023C

MICHIGAN DTMB

320 SOUTH WALNUT STREET

LANSING, MI 48909

FEBRUARY, 2023

132010SG2022

Manistee, MI 49660 302 River Street

MANISTEE OFFICE

www.SpicerGroup.com Tel. 231-794-5620

SMB ISSUED FOR BIDDING 5/22/23

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR

THIS SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN

ACCORDANCE WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ENGINEER DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY

OTHER LOCATION, CONDITION, DESIGN OR PURPOSE.

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N/A JD-1922-02 02

C

NOTES

88B

115B

115F

HgtadA

114B

W

58B

100A

115D

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2023C

MICHIGAN DTMB

320 SOUTH WALNUT STREET

LANSING, MI 48909

FEBRUARY, 2023

132010SG2022

Manistee, MI 49660 302 River Street

MANISTEE OFFICE

www.SpicerGroup.com Tel. 231-794-5620

SMB ISSUED FOR BIDDING 5/22/23

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR

THIS SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN

ACCORDANCE WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ENGINEER DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY

OTHER LOCATION, CONDITION, DESIGN OR PURPOSE.

SOIL EROSION AND

SEDIMENTATION CONTROL NOTES

1. INSTALL AND MAINTAIN ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES IN

ACCORDANCE WITH THE APPROVED PLAN PRIOR TO COMMENCEMENT OF CONSTRUCTION OR MASS

GRADING. ALL SESC MEASURES MUST BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE

BELL CREEK DRAIN SESC PLAN AND PROJECT SPECIFICATIONS.

2. SOIL EROSION CONTROL MEASURES MUST BE INSPECTED BY A STATE CERTIFIED INSPECTOR

AFFILIATED WITH THE COUNTY DRAIN COMMISSIONER'S OFFICE PRIOR TO COMMENCEMENT OF

CONSTRUCTION OR MASS GRADING.

3. DAILY INSPECTION AND MAINTENANCE MUST BE MADE TO ENSURE ALL EROSION CONTROL MEASURES ARE FUNCTIONING PROPERLY AND INTACT. NECESSARY REPAIRS MUST BE PERFORMED WITHIN 24

HOURS.

4. ADDITIONAL SOIL EROSION CONTROL MEASURES MUST BE PROVIDED THROUGHOUT CONSTRUCTION

ACTIVITY AS NEEDED AND DETERMINED BY THE APA/ENGINEER. THE SOIL EROSION AND

SEDIMENTATION CONTROL PLAN IS TO BE AMENDED TO INCLUDE ADDITIONAL EROSION CONTROL

MEASURES IMPLEMENTED ON-SITE.

5. SEDIMENT FROM WORK ON THIS SITE IS TO BE CONTAINED ON THE SITE AND IS NOT TO BE ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND

MANMADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES, PONDS, AND WETLANDS.

6. ALL VISUAL TRACKING INCLUDING MUD, DIRT, AND DEBRIS TRACKED ONTO EXISTING ROADWAYS MUST BE IMMEDIATELY REMOVED NO LESS THAN ON A DAILY BASIS BY SCRAPING AND SWEEPING

AND/OR AS DIRECTED BY THE ENGINEER.

7. DUST CONTROL MUST BE EXERCISED AT ALL TIMES DURING THE PROJECT AND AS DIRECTED BY THE

ENGINEER OR APA. APPLY DUST SUPPRESSANT TO SURFACES USING A PRESSURE TYPE WATER

DISTRIBUTOR TRUCK EQUIPPED WITH A SPRAY SYSTEM.

8. ALL PERMANENT SOIL EROSION CONTROL MEASURES MUST BE IN PLACE WITHIN 24 HOURS OF FINAL GRADING (GRADE LISTED ON PLANS), THIS INCLUDES ALL VEGETATIVE STABILIZATION. VEGETATIVE STABILIZATION WILL BE ONGOING. TOPSOIL, FERTILIZER, SEED, POLYMER, SILT STOP (OR EQUAL), MULCH AND OR RIPRAP MUST BE IN PLACE BEFORE PROCEEDING TO THE NEXT WORK AREA. ALL TEMPORARY MEASURES SUCH AS SILT FENCE AND INLET PROTECTION BAGS ARE TO BE REMOVED ONCE PERMANENT SESC MEASURES ARE IN PLACE AND VEGETATION IS ESTABLISHED. REMOVAL OF TEMPORARY MEASURES, FOLLOWING ACCEPTANCE OF THE PROJECT IS THE RESPONSIBILITY OF THE

CONTRACTOR.

9. PRIOR TO WINTER CONSTRUCTION, ALL EXPOSED SOILS MUST BE STABILIZED WITH A COMBINATION OF SILT STOP 705 POLYMER BLEND, NORTH AMERICAN GREEN EROSION CONTROL BLANKETS, MULCH, OR OTHER APPROVED METHOD IF VEGETATION COULD NOT BE ESTABLISHED DURING THE GROWING

SEASON AS DETERMINED BY THE APA OR ENGINEER.

10. WORK AREAS MUST BE STABILIZED WITH TOPSOIL, SEED, FERTILIZER, AND MULCH WITHIN 24 HOURS FOLLOWING CONSTRUCTION. VEGETATIVE STABILIZATION IS ONGOING THROUGHOUT THE PROJECT.

11. ALL SOIL EROSION CONTROL MEASURES MUST BE INSPECTED DAILY, THE STORM WATER OPERATOR IS TO MAKE A WEEKLY INSPECTION OR INSPECT AFTER EACH RAIN EVENT THAT RESULTED IN A

DISCHARGE TO ENSURE PROPER MAINTENANCE OF THE SOIL EROSION CONTROL MEASURES. ANY

DEFICIENCIES OR REPAIRS TO SOIL EROSION CONTROL MEASURES MUST BE CORRECTED

IMMEDIATELY. INLET PROTECTION MEASURES, DANDY BAG II (OR EQUAL), FLEX STORM (OR EQUAL), MUST BE INSTALLED IN CATCHBASINS BEFORE ANY STORMWATER RUNOFF IS ALLOWED TO ENTER

THE TOP OF THE STRUCTURES. THE SILT AND SEDIMENT MUST BE REMOVED FROM INLET

PROTECTION MEASURES AS NEEDED TO ENSURE PROPER FUNCTION OF THE BAGS.

12. THE NEED FOR TEMPORARY MEASURES SUCH AS SILT FENCE AND DANDY BAG II (OR EQUAL), FLEX STORM (OR EQUAL) FOR EXISTING OR NEW CATCHBASINS MUST BE ASSESSED ON A DAILY BASIS.

PIPES ARE TO BE CAPPED AT THE END OF EACH WORKDAY. AT NO TIME SHOULD SEDIMENT COLLECT

IN A CATCHBASIN OR AN OFF-SITE AREA. TEMPORARY MEASURES MUST BE REMOVED ONCE

PERMANENT MEASURES ARE IN PLACE AND VEGETATION IS ESTABLISHED.

13. IF DEWATERING IS NECESSARY, CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE APA FOR

APPROVAL.

14. THE NOTICE OF COVERAGE (IF REQUIRED), SOIL EROSION AND SEDIMENTATION CONTROL PLAN, AND

STORMWATER OPERATOR LOGS MUST BE LOCATED ON SITE AT ALL TIMES.

15. ALL RESTORATION TO OCCUR WITHIN 24 HOURS OF FINAL GRADING.

MAINTENANCE PROGRAM FOR SESC MEASURES

GENERAL MAINTENANCE

· TEMPORARY SESC MEASURES MUST BE INSTALLED, MAINTAINED, AND REMOVED BY THE

CONTRACTOR.

· TEMPORARY MEASURES MUST BE MAINTAINED AND IN PLACE UNTIL AREAS ARE PERMANENTLY

STABILIZED.

· PERMANENT MEASURES MUST BE INSTALLED AND MAINTAINED BY THE CONTRACTOR UNTIL FINAL

COMPLETION.

· DAILY MAINTENANCE IS THE CONTRACTOR'S RESPONSIBILITY.

· TEMPORARY SESC MEASURES MUST BE REMOVED AT THE END OF THE PROJECT ONCE PERMANENT

MEASURES ARE ESTABLISHED.

· TEMPORARY SESC MEASURES MUST BE INSTALLED PRIOR TO OR AT THE TIME OF EARTH

DISTURBANCE.

· INSPECT WEEKLY AND AFTER EACH RAIN EVENT UNTIL VEGETATION HAS BEEN ESTABLISHED.

· IF NECESSARY, REPAIR AND RE-SEED OR REPLANT ERODED AREAS IMMEDIATELY.

SEEDING AND MULCHING

· SEEDING PRACTICES INCLUDE TOPSOIL (AS DIRECTED BY ENGINEER), SEED, POLYMER, AND MULCH OR

MULCH MATTING (AS DIRECTED BY ENGINEER OR WHERE SHOWN ON PLANS).

· WHERE NECESSARY, APPROPRIATE MULCH MUST BE APPLIED BASED ON SLOPE AND GROWING

CONDITIONS AS APPROVED BY THE PROJECT ENGINEER.

· ALL SLOPES AND HIGHLY EROSIVE AREAS MUST BE SEEDED, POLYMER APPLIED AND MULCHED AS

NEEDED WHEN CONSTRUCTION ACTIVITY IS NOT TAKING PLACE.

· SEED AND MULCH IS TO BE INSPECTED DAILY FOLLOWING EACH RAIN EVENT TO DETERMINE IF

CONCENTRATED FLOWS ARE PRESENT.

· IN THE EVENT THAT SEED AND MULCH ARE REMOVED BY EROSIVE RUNOFF, REPAIRS ARE TO BE

MADE IMMEDIATELY.

· ALL AREAS DURING CONSTRUCTION MUST BE PERMANENTLY STABILIZED WITHIN 72 HOURS OF FINAL

GRADE (GRADE LISTED ON PLAN).

SILT FENCE

· SILT FENCE IS TO BE TRENCHED IN NO LESS THAN 6 INCHES BELOW THE GROUND SURFACE.

· INSPECT SILT FENCE DAILY AND IMMEDIATELY FOLLOWING EACH RAINFALL.

· REPAIR WHEN SILT FENCE IS SAGGING OR HAS BEEN REMOVED/TORN DOWN.

· WHEN SILT COLLECTS TO HALF THE HEIGHT OF THE FENCE ALL SILT IS TO BE REMOVED AND FENCE

REPAIRED.

· REMOVE SILT FENCE WHEN PERMANENT SESC MEASURES ARE IN PLACE AND VEGETATION IS

ESTABLISHED.

COMPLIANCE WITH PART 91 OF PA 451

· RESPOND IMMEDIATELY TO STORMWATER OPERATOR AND/OR SOIL EROSION AND SEDIMENTATION

CONTROL INSPECTOR CONCERNS. MAKE CORRECTIVE MEASURES AS REQUIRED IMMEDIATELY AS

DETAILED BY THE APPROVED APA MANUAL(S).

GENERAL TIMING & SEQUENCE

ALL PROPOSED EXCAVATION ACTIVITIES FOR THIS PROJECT MUST ADHERE TO THE

FOLLOWING SEQUENCE.

1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING SOIL EROSION

AND SEDIMENT CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT.

2. CONTRACTOR IS TO PERFORM PROPOSED EXCAVATION ACTIVITIES REQUIRED TO

OBTAIN PROPOSED GRADES AND SIDE SLOPES AS DESIGNATED ON PLANS.

ROUTINE MAINTENANCE ACTIVITIES

A

BEST MANAGEMENT PRACTICEKEY

B

C

D

E

Debris Removal

Sediment Removal

Stormwater Basin Maintenance

Drain Crossing Maintenance

Enclosed Drain Maintenance

SESC PLAN

NO

> 100 FEET

NO

NO

NO

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.

DETAILED DRAWINGS AND SPECIFICATIONS ARE

LOCATED IN THE MICHIGAN ASSOCIATION OF COUNTY

DRAIN COMMISSIONERS SOIL EROSION AND

SEDIMENTATION CONTROL AUTHORIZED PUBLIC

AGENCY PROCEDURES MANUAL

SYMBOLOGY FOR INSERTION INTO CONSTRUCTION

DRAWINGS:

= PERMANENT MEASURE

= TEMPORARY MEASURE

P

T

On flat areas, slopes, grassed waterways and spillways, diversion ditches and dikes, borrow and stockpile areas, and spoil piles when areas are subject to raindrop impact, and erosive forces from wind or water.

SSURGO SOILS IN PROJECT LOCATION

MUSYM COMPOSITION NAME DRAINAGE

HYDROLOGIC

GROUP HYDRIC

58B Covert sand, 0 to 6 percent slopes Moderatley Well Drained A NO

60 Dair Muck Very Poorly Drained B/D YES 88B Udipsamments, nearly level and undulating Excessively Drained A NO 100A Dair-Pipestone complex, 0 to 2 percent slopes Very Poorly Drained B/D YES 114B Nordhouse sand, 0 to 6 percent slopes Excessively Drained A NO 115B Nordhouse sand, 0 to 6 percent slopes Excessively Drained A NO

115D Nordhouse sand, 6 to 18 percent slopes Excessively Drained A NO 115F Nordhouse sand, 18 to 70 percent slopes Excessively Drained A NO 119 Madaus muck Very Poorly Drained C/D YES

122 Dair-Adrian mucks Very Poorly Drained B/D YES HgtadA Houghton-Adrian mucks, lake moderated snowy, 0 to 1 percent slopes Very Poorly Drained B/D YES

W Water

DISTURBANCE/MEASURE

START COMPL.

5/1 5/10

6/7

INSTALL TEMPORARY CONTROL

MEASURES

WEIR IMPROVEMENT

INSTALL AND ESTABLISH PERMANENT

SESC MEASURES

5/10

6/7 6/21

6/21 7/5

TOTAL DISTURBED AREA: 0.5 ACRES

REMOVE TEMPORARY CONTROL

MEASURES

APRIL

DEC JANNOV

AutoCAD SHX Text

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SMB

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SPM

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AutoCAD SHX Text N/A

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AutoCAD SHX Text C

AutoCAD SHX Text

GENERAL SESC NOTES AND DETAILS

AutoCAD SHX Text

WHERE USED

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KEY

AutoCAD SHX Text

SYMBOL

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SESC MEASURE

AutoCAD SHX Text

AutoCAD SHX Text Seeding

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AutoCAD SHX Text Perimeter Sediment Control Measures (Silt Fence, Straw Wattles, etc.)

AutoCAD SHX Text

AutoCAD SHX Text Mulch

CONTROL POINT #

585.19

7.9

7.5

7.5

7.8

7.9

7.4

7.3

6.8

7.2

8.9

8.7

4.6

4.8

4.5

4.9

5.1

5.3

5.6

5.5

5.6

5.4

5.5

5.4

5.1

5.5

5.3

5.1

5.5

ELECT METER

10" TREE

4" TREE

5" TREE

10" PINE

8" TREE

4" PINE4" PINE

5" PINE

CLEANOUT

585.38

5.9

6.1

6.6

5.9

5.8

6.1

6.1

5.9

6.2

6.2

6.1

6.3

6.2

5.9

6.0

6.0

5.9

6.0

6.2

6.3

6.0

6.2

6.4

6.5

6.5

6.7

6.5

6.4

5.9

5.9

5.6

5.7

5.8

5.7

5.5

5.5

5.7

5.5

5.4

5.3

5.5

5.1

5.3

5.8

6.2

6.1

6.1

6.2

5.9

5.4

5.7

5.4

4.6

5.9

5.9

6.1

6.8

6.9

6.7

6.7

6.9

6.8

6.8

6.6

6.8

6.6

6.8

6.5

6.5

6.3

6.0

6.1

7.657

7.157 6.857 7.3

7.657

8.557 8.6

9.0

4.4

4.3

5.9

6.4

8.0 589.1

9.0

7.1

5.758 6.0

5.258

3.0

TOP SEDIMENT

578.95

HARD BOTTOM

578.45

TOP SEDIMENT

578.61

HARD BOTTOM

578.26

TOP SEDIMENT

577.68

HARD BOTTOM

577.48

TOP SEDIMENT

578.33

HARD BOTTOM

577.70

TOP SEDIMENT

579.28

HARD BOTTOM

578.13

TOP SEDIMENT

579.85

HARD BOTTOM

579.44

TOP SEDIMENT

579.90

HARD BOTTOM

579.34TOP SEDIMENT

579.57

HARD BOTTOM

579.25

TOP SEDIMENT

580.33

HARD BOTTOM

579.92

2.5

2.4

TOP SEDIMENT

580.50

HARD BOTTOM

579.79

TOP SEDIMENT

580.05

HARD BOTTOM

579.80

TOP SEDIMENT

579.48

HARD BOTTOM

578.45

TOP SEDIMENT

579.01

HARD BOTTOM

578.67

TOP SEDIMENT

578.85

HARD BOTTOM

578.73

TOP SEDIMENT

579.13

HARD BOTTOM

578.75

HARD BOTTOM

579.60

5.3

5.358

3.7

TOP SEDIMENT

580.14

HARD BOTTOM

579.91

TOP SEDIMENT

578.61

HARD BOTTOM

577.70

TOP SEDIMENT

578.36

HARD BOTTOM

577.84

TOP SEDIMENT

578.74

HARD BOTTOM

578.12

TOP SEDIMENT

579.66

HARD BOTTOM

578.10

TOP SEDIMENT

580.00

HARD BOTTOM

578.48

TOP SEDIMENT

580.93

HARD BOTTOM

580.59

2.5

3.2

3.7

3.5

3.2

3.1

3.2

3.358

1.9 0 58

2.0

3.6

3.4

5.2

5.1

4.2

4.1

3.3

3.0

1.7

1.9

4.9

4.6

5.3

4.9

5.2

4.8

5.0

4.9

4.0

3.8

TOP SEDIMENT

577.82

HARD BOTTOM

577.64

TOP SEDIMENT

577.76

HARD BOTTOM

577.52

TOP SEDIMENT

577.56

HARD BOTTOM

577.36

2.5

TOP SEDIMENT

580.21

HARD BOTTOM

579.84

TOP SEDIMENT

580.23

HARD BOTTOM

579.96

TOP SEDIMENT

580.01

HARD BOTTOM

579.56

TOP SEDIMENT

578.32

HARD BOTTOM

578.10

TOP SEDIMENT

577.52

HARD BOTTOM

577.26

TOP SEDIMENT

577.56

HARD BOTTOM

577.51

3.7

5.3

5.3

580.45

TOP SEDIMENT

579.50

TOP SEDIMENT

579.24

579.21

TOP SEDIMENT

579.63

HARD BOTTOM

579.34

TOP SEDIMENT

580.32

HARD BOTTOM

580.05

HARD BOTTOM

580.38

TOP SEDIMENT

580.38

HARD BOTTOM

580.23

TOP SEDIMENT

579.81

HARD BOTTOM

577.00

TOP SEDIMENT

580.27

HARD BOTTOM

577.92

TOP SEDIMENT

580.10

3.2

3.1

3.0

3.3

3.1

3.0

3.3

2.1

3.0

4.3

4.6

4.2

3.3

2.7

4.0

4.2

4.4

3.5

5.2

6.0

6.2

5.1

5.6

6.1

5.8

5.4

5.3

5.5

6.2

6.2

5.6

5.4

6.3

6.9

6.7

6.7

6.8

6.5

6.5

6.6

6.7

6.7

6.6

6.5

6.758

6.5

6.4

6.4

6.4 58

6.5

6.5

6.5

6.1

6.1

6.1

6.3

6.3

6.1

5.7

5.9

5.7

5.6

5.2

5.7 58

6.115" CMP

INV=584.84 15" CMP

INV=584.86

3.0

2.4

2.2

4.0

3.7

3.8

4.058

3.8

3.6

X

X

X

X

X

X

X

X

X

X X

X X

X

X X

X

X X

X

X

X

X

X

CHAIN LINK FENCE

CHAIN LINK FENCE

STAIRS

WALLS

WALL

RAILING

WALLS

WALL

RAILING

GRAVEL

HARD BOTTOM

579.35

HARD BOTTOM

579.32

WALL

WALL

R A

M P

PARKING BLOCKS

PARKING BLOCKS

PARKING BLOCKS

PARKING BLOCKS

PARKING BLOCKS

PARKING BLOCKS

GRAVEL

GRAVEL

GRAVEL G

RA

VE

L

GRAVEL

CHAIN LINK FENCE

CHAIN LINK

FENCE

CHAIN LINK

FENCE

TOP SEDIMENT

579.90

TOP SEDIMENT

579.18

HARD BOTTOM

578.87

CONC.

WOOD WALK

BOARD FENCE

BOARD FENCE

CONC.

CONC.

CONC.

CONC.

GRAVEL

GRAVEL

WALL

12.1'

.1

8.2'

.7

BUILDING

BLG

BM #200

MISC WOOD BOX

MISC WOOD BOX

BIT. PATH

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOE OF SLOPE

TOE OF SLOPE

TOE OF SLOPE

TOE OF SLOPE

TOE OF SLOPE TOP SEDIMENT

579.37

TOP SEDIMENT

577.88

TOP SEDIMENT

580.33

HARD BOTTOM

580.12

TOP SEDIMENT

577.37

HARD BOTTOM

577.26

HARD BOTTOM

577.68

3 58

58557

586 58

BOAT LAUNCH RAMP

SCALE: 1" = 20'

LEGEND

- STUMP

- TREE LINE

- OVERHEAD POWER LINES

- FENCE LINE

- CATCHBASIN

- MANHOLE

- LIGHT POLE

- MAIL BOX

- GAS VALVE

- POWER POLE

- WATER VALVE

- FIRE HYDRANT

- CONCRETE CURB

- TRANSFORMER

- SPRINKLER

- BITUMINOUS SURFACE

- CONCRETE SURFACE

- TELEPHONE POLE

- POWER AND TELEPHONE POLE

- RAILROAD SIGNAL

- BARRIER FREE PARKING

- CURB CATCHBASIN

XX

- SIGN

W W

T T

G G

CTV

E E

ACC

- BURIED ELECTRIC LINES

- WATERMAINS

- TELEPHONE LINES

- STORM SEWER LINES

- SANITARY SEWER LINES

- GASMAINS

- BURIED CABLE LINES

- CABLE TV PEDESTAL

- ELECTRICAL PEDESTAL - SATELLITE DISH

- AIR CONDITIONING UNIT

- SOIL BORING

- TELEPHONE PEDESTAL

- GUY ANCHOR AND POLE

- SET P.K. NAIL

- SET 1/2" IRON ROD

- FOUND SURVEY CORNER

- PINE

- TREE

- BUSH

BENCHMARKS

BM #200 - Set mag nail in concrete light pole base, North side.

NAVD88 EL. 585.32'

- SET WOOD LATH

SECTION 28, T.27 N. - R.15 W.

LAKE TOWNSHIP

BENZIE COUNTY, MICHIGAN

Contour Interval = 1 foot

0 4020105

N

N.F.L. - NOT FIELD LOCATED

(M) - MEASURED DIMENSION

(R) - RECORDED DIMENSION

- BENCHMARK

- CONTROL POINT

R

W - RIGHT OF WAY MARKER

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2023C

MICHIGAN DTMB

320 SOUTH WALNUT STREET

LANSING, MI 48909

FEBRUARY, 2023

132010SG2022

Manistee, MI 49660 302 River Street

MANISTEE OFFICE

www.SpicerGroup.com Tel. 231-794-5620

SMB ISSUED FOR BIDDING 5/22/23

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR

THIS SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN

ACCORDANCE WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ENGINEER DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY

OTHER LOCATION, CONDITION, DESIGN OR PURPOSE.

QRP

QRP

SMB

SPM

- 04

######## JD-1922-04 04

C

EXISTING CONDITION PLAN

T

AutoCAD SHX Text

AutoCAD SHX Text

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X

8 57

581582

N

PEA STONE

SPECIAL LEGENDNOTES

1. ASSUMED THE WEIR IS BUILT ON PILES PER DNR

FISHERIES. NO RECORD DRAWINGS AVAILABLE.

2. PILE CAP ASSUMED TO BE 2' THICK.

EXISTING WEIR STRUCTURE

EXISTING WALKWAY

EXISTING RAILING

PROPOSED SHEET

PILING DRIVEN FLUSH

WITH TOP OF PILE CAP

PEA STONE BACKFILL

TOP OF WALKWAY

DOWN STREAM RIVER BOTTOM

UP STREAM RIVER BOTTOM

T

TOP OF

PILE CAP

ASSUMED BOTTOM OF PILE CAP

A A

B B

SECTION A-A SECTION B-B

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2023C

MICHIGAN DTMB

320 SOUTH WALNUT STREET

LANSING, MI 48909

FEBRUARY, 2023

132010SG2022

Manistee, MI 49660 302 River Street

MANISTEE OFFICE

www.SpicerGroup.com Tel. 231-794-5620

SMB ISSUED FOR BIDDING 5/22/23

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR

THIS SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN

ACCORDANCE WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ENGINEER DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY

OTHER LOCATION, CONDITION, DESIGN OR PURPOSE.

QRP

QRP

SMB

SPM

- 05

AS SHOWN JD-1922-05 05

C

PLAN AND PROFILE

SCALE: 1" = 10'

0 20105

NATURAL FIELD STONE

NATURAL FIELD

STONE RIPRAP

PROPOSED SHEET

PILE WALL

PROPOSED

FIELDSTONE

RIPRAP

REMOVE, SALVAGE AND REINSTALL

EXISTING CHAINLINK FENCE AS

NEEDED FOR CONSTRUCTION.

ENCLOSE AREA WITH PROTECTIVE

FENCING DURING CONSTRUCTION.

BM #200

EXISTING WEIR

WALKWAY LEG (TYP)

EXISTING WEIR

GATE STRUCTURE

EXISTING CONCRETE

RETAINING WALL

R

IVER

FLO

W

R

IVER

FLO

W

REMOVE AND REINSTALL

EXISTING RIPRAP AS NECESSARY

TO INSTALL SHEET PILE.

MAXIMUM 6" BETWEEN SHEETING

AND EXISTING PILE CAP. MAINTAIN

AS CLOSE PROXIMITY AS POSSIBLE.

EXISTING PILE CAP

44"

9"

22"22"

PZ-22 SHEET PILING DETAIL

NOT TO SCALE

SHEET PILING INSTALLATION DETAIL

NOT TO SCALE

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2023C

MICHIGAN DTMB

320 SOUTH WALNUT STREET

LANSING, MI 48909

FEBRUARY, 2023

132010SG2022

Manistee, MI 49660 302 River Street

MANISTEE OFFICE

www.SpicerGroup.com Tel. 231-794-5620

SMB ISSUED FOR BIDDING 5/22/23

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY THE ENGINEER FOR

THIS SPECIFIC APPLICATION AND SPECIFIC LOCATION DESCRIBED HEREON IN

ACCORDANCE WITH THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ENGINEER DOES NOT GUARANTEE AND WILL NOT BE LIABLE FOR ANY

OTHER LOCATION, CONDITION, DESIGN OR PURPOSE.

QRP

QRP

SMB

SPM

- 06

AS SHOWN JD-1922-06 06

C

DETAILS

FILL ANULAR SPACE

WITH PEA STONE TO

THE TOP OF PILE CAP

6"