Complete_Engineering_Plans_VGLZ_152028_26_SEP_2018.pdf

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26 SEP 2018

NAH/KJP JRC DECEMBER 2016

AS NOTED

7 APR 17 PRELIMINARY DESIGN

22 JAN 18 FINAL 100%

Civil Engineers

Surveyors

Architects

Engineering

Strong

Communities

Know what's below.

72 hours before you dig.

Call R

I

PROPOSED 15"

GRAVITY SANITARY

SEWER

GENERAL SANITARY SEWER NOTES

1. THE CONTRACTOR SHALL NOTIFY THE GREAT LAKES WATER AUTHORITY (AT 844-455-4592)

AND THE OFFICE OF THE MACOMB COUNTY PUBLIC WORKS COMMISSIONER, (AT

586-469-5325) THREE WORKING DAYS PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION MEETING, AT A TIME AND PLACE

AS ARRANGED BY THE OWNER, IN WHICH VARIOUS UTILITY COMPANIES AND

GOVERNMENTAL AGENCY REPRESENTATIVE WILL BE PRESENT.

3. PRIOR TO CONSTRUCTION OF ANY SANITARY SEWERS WHICH ARE TO BE CONNECTED TO

THE MUNICIPAL SEWER SYSTEM, THE CONTRACTOR MUST HAVE IN HIS POSSESSION A COPY

OF A PERMIT TO CONSTRUCT A CONNECTION TO, OR AN EXTENSION OF THE WASTEWATER

DISPOSAL SYSTEM OF THE MUNICIPALITY.

4. ALL SANITARY SEWER BEDDING SHALL BE STANDARD BEDDING UNLESS OTHERWISE SHOWN

ON THE PLANS.

5. NO GROUND WATER, STORM WATER, CONSTRUCTION WATER, DOWNSPOUT DRAINAGE,

WEEP TILE DRAINAGE SHALL BE ALLOWED TO ENTER ANY SANITARY SEWER INSTALLATION.

6. NO SEWER INSTALLATION OR PORTION THEREOF SHALL HAVE LEAKAGE EXCEEDING 0.84

GALLONS PER INCH DIAMETER PER MILE OF PIPE PER TWENTY FOUR (24) HOUR PERIOD.

7. AS PART OF THE FINAL INSPECTION, THE CONTRACTOR SHALL PROVIDE FOR TELEVISION

INSPECTION OF THE SANITARY SEWER LINES IN ACCORDANCE WITH THE CURRENT DETAILED

SPECIFICATIONS OF THE OWNER.

8. EXISTING MANHOLES ARE TO BE CORED ONLY.

9. STRUCTURE STEPS SHALL BE M.A. IND. POLYPROPYLENE PLASTIC WITH #3 DEFORMED BAR

(DETAIL PSI) SPACED 16" OC FROM 24" ABOVE FLOOR TO 18" BELOW TOP OF COVER. IF THE

STRUCTURE WALL IS PRECAST THE STEPS SHALL BE FACTORY INSTALLED.

EXISTING SANITARY MANHOLE

EXISTING PUMP STATION

EXISTING SANITARY SEWER

EXISTING SANITARY FORCE MAIN

PROPOSED SANITARY MANHOLE

PROPOSED 15" SANITARY SEWER

LEGEND

BASIS OF DESIGN

NONE

7 APR 17 PRELIMINARY DESIGN

22 JAN 18 FINAL 100%

Civil Engineers

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Engineering

Strong

Communities

Know what's below.

72 hours before you dig.

Call R

ABANDON FORCE MAIN WITH

FLOWABLE FILL.

BULKHEAD BOTH ENDS

REMOVE TOP SLAB, HATCHES AND AT GRADE

EQUIPMENT AND EXISTING PUMP STATION

STRUCTURE TO A MINIMUM OF 3' BELOW EXISTING

GRADE (INCLUDED IN: Abandon Pump Station)

3' MIN. REMOVAL LIMIT

BACKFILL WITH CLASS II GRANULAR

TO 95% MAX. UNIT DENSITY TO

BOTTOM ELEVATION OF REQUIRED

SURFACE RESTORATION

REMOVE ALL MECHANICAL AND ELECTRICAL EQUIPMENT

AND PIPING FROM PUMP STATION BELOW GRADE

(INCLUDED IN: Abandon Pump Station)

ABANDON PUMP STATION

STRUCTURE WITH MDOT

NON-STRUCTURAL FLOWABLE FILL

DRILL, FRACTURE OR PERFORATE BOTTOM OF STRUCTURE

TO ALLOW FOR DRAINAGE OF GROUND WATER THROUGH THE

REMAINS OF THE STRUCTURE

1" = 5'±

ESTIMATED QUANTITIES

THIS SHEET

Abandon Pump Station

1 LS

Abandon Force Main 1 LS

Sanitary Sewer, Bulkhead, 6 inch

2 Ea

(BULKHEAD 6" FORCE MAIN AT

MANHOLE - MAINTAIN OTHER

FLOWS AT MANHOLE DURING

AND AFTER CONSTRUCTION)

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EX.

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12" I.E. 545.60 (NE)

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C N. PERIMETER ROAD

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (235 FT) AT 0.15%

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (225 FT) AT 0.15% AND

Steel Casing Pipe, 24 inch, Jacked in Place (176 FT)

PROVIDE 12" INTERIOR

DROP CONNECTION

(SEE DETAIL SHEET CE-8)

(INCL. IN Sanitary Manhole, Tap, 15 inch

AND Sanitary Manhole, 72 inch)

EX. 66" I.E. 542.85 (NE&SW)

15" I.E. 554.98(NE)

EXIST. GROUND

SAND BACKFILL

Sanitary Manhole, Tap, 15 inch

L

TOP OF RAIL 586.73

TOP 24" STEEL CASING 561.30

4'DIA. 6'DIA. 4'DIA.

R

15" I.E. 555.07 (SW)

6'DIA.

BOT.EX. 42" SAN. 556.2±

TOP 24" CASING 554.70

(FIELD VERIFY PRIOR TO CONSTRUCTION)

FIRST 40 L.F. Steel Casing Pipe, 24 inch, Open Cut

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (60FT) AT 0.15%

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

(140 FT) AT 0.15%

12" TEMPORARY SUMP

12" I.E. 559.07 (NE)

15" I.E. 559.07 (NE)

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E

PROVIDE 12" INTERIOR

DROP CONNECTION

(SEE DETAIL SHEET CE-8)

(INCL. IN Sanitary Manhole, 72 inch)

C IRWIN DRAIN

L

NAH/KJP JRC DECEMBER 2016

1" = 40' HORIZ.

1" = 4' VERT.

7 APR 17 PRELIMINARY DESIGN

22 JAN 18 FINAL 100%

06 JUN 18 PER MDEQ

Civil Engineers

Surveyors

Architects

Engineering

Strong

Communities

Know what's below.

72 hours before you dig.

Call R

E

B

O

F

R

A

M

P

BENCH MARK No. 1

SET CHISELED "X" N. RIM SAN. MH,

70'± S.E. OF E.B. I-94 EXIT RAMP TO

E.B. ROSSO HWY ON S. SIDE GRAVEL

DRIVE.

ELEVATION: 590.52

BENCH MARK No. 2

CHISELED "X" N.W. CORNER METAL

COMMUNICATION CHAMBER ACCESS

COVER, 75'± E. PF W. PERIMETER

DRIVE, 1300'± N. OF PLATTSBURG.

ELEVATION: 582.57

BENCH MARK No. 3

SET RR SPIKE IN W. FACE OF 25"

COTTONWOOD, 100'± E. OF W.

PERIMETER DRIVE, 550'± N. OF

PLATTSBURG.

ELEVATION: 583.91

BENCH MARK No. 4

SET BENCH TIE NAIL IN N. FACE

UTILITY POLE W/LIGHT ON N. SIDE

PLATTSBURG, E. SIDE W. DRIVE TO

COAST GUARD FITNESS CENTER LOT.

ELEVATION: 582.48

BENCH MARK No. 5

SET CHISELED "SQUARE" ON N.W.

CORNER TRANSFORMER PAD AT N.W.

CORNER PUMP STATION, 100'± W. OF

PLATTSBURG, 100'± E. OF CASTLE.

ELEVATION: 581.20

BENCH MARK LIST

(VRS NAVD88)

S a n i t a r y

S e w e r

P

V

C

T u s s i n c h

T r

D e t

San Sewer Bulkhead, 15 inch

REMOVE EX. 12" INTERIOR DROP CONNECTION

(INCLUDED IN: Abandon Ex. San Sewer)

ABANDON EX. SANITARY MANHOLE

San Manhole, Tap, 15 inch

FIRST 40 L.F. Steel Casing Pipe, 24 inch, Open Cut

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

(220 FT) AT 0.15% AND Steel Casing Pipe, 24 inch, Jacked in Place (176 FT)

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

(140 FT) AT 0.15%

LEGEND

Pavement, Rem AND

HMA, 13A ON Aggregate Base, 6 inch

CONTRACTOR TO MAINTAIN EXISTING

PERIMETER ROAD FOR TRAFFIC AT

ALL TIMES DURING CONSTRUCTION

ESTIMATED QUANTITIES

THIS SHEET

Sanitary Manhole, 72 inch dia

2 EA

Sanitary Manhole, 48 inch dia

2 EA

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

660 LF

Tree, Rem, 6 inch to 18 inch

7 EA

Pavement, Rem

78 SY

Steel Casing Pipe, 24 inch, Open Cut

40 LF

Steel Casing Pipe, 24 inch, Jacked in Place

176 LF

Sanitary Manhole, Tap, 15 inch

1 EA

Sanitary Manhole, Add Depth

46.5 FT

Sanitary Manhole, Abandon

1 EA

Sanitary Sewer, Abandon

44 LF

Sanitary Sewer, Bulkhead, 15 inch

1 EA

HMA, 13A

78 SY

Aggregate Base, 6 inch

78 SY

EX.

SEE SHEET CE-4

TOP OF RAIL 586.73

TOP 24" STEEL CASING 561.30

6'MH

TEMPORARY EARTH RETENTION SYSTEM BY CONTRACTOR

(INCLUDED IN: Steel Caseing Pipe, 24 inch, Open Cut)

MANHOLE SHALL BE BACKFILLED WITH LOW-STRENGTH

FLOWABLE FILL(INCLUDED IN: Sanitary Manhole, 48 inch dia)

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

(60 FT) AT 0.15%

Tree, Rem, 6 inch to 18 inch (5)

Tree, Rem, 6 inch to 18 inch (2)

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20' x 40' BORE PIT

INCLUDED IN: Sanitary Sewer, PVC Truss,15 inch, Tr Det A

20' x 40' BORE PIT

INCLUDED IN: Sanitary Sewer, PVC Truss,15 inch, Tr Det A

P

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A

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4'MH

4'MH

4'MH

BOT. EX. 42" SAN. 556.2±

TOP 24" CASING 554.70

(FIELD VERIFY PRIOR TO CONSTRUCTION)

Pavement, Rem AND HMA, 13A AND

Aggregate Base, 6 inch

Sidewalk, Rem AND Sidewalk, Conc, 4 inch

Tree, Rem, 6 inch to 18 inch

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

Sanitary Manhole, 48 inch dia

SAND BACKFILL

FUTURE METERING AND

SAMPLING STATION

(SEE DETAILS, SHEET CE-7)

I

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W

D

A

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SOMAT SB-12

SME 113

Surface Restoration, Hydroseeding

4300 SY

SOIL BORING

NOTES:

1. M.C.D.O.R., M.C.O.P.W., M.D.E.Q. AND / OR M.D.O.T. PERMITS MAY BE

REQUIRED FOR SOME OR ALL OF THE CONSTRUCTION WITHIN THE

LIMITS OF THIS PROJECT AS SHOWN. THE CONTRACTOR SHALL

OBTAIN AND PAY FOR ALL PERMITS. ( PAID FOR AS "Sanitary Sewer, PVC Truss, 15 inch, Tr Det _" )

2. ALL TREES, SHRUBS, LANDSCAPING, FENCES, MAILBOXES,

DRIVEWAYS, CULVERTS, GUARD RAILS, STORM SEWERS, DITCHES,

SPRINKLER SYSTEMS, SEPTIC FIELDS, SIGNS, UTILITIES AND OTHER

EXISTING ITEMS ALONG THE PATH OF THE SANITARY SEWER SHALL

BE PROTECTED AND / OR RESTORED. ( PAID FOR AS "Sanitary Sewer, PVC Truss, 15 inch, Tr Det _" )

3. CONNECTION TO THE EXISTING SANITARY SEWER SHALL BE DONE

ONLY UPON RECEIPT OF WRITTEN APPROVAL. ( PAID FOR AS

"Sanitary Sewer, PVC Truss, 15 inch, Tr Det _" )

4. CONTRACTOR SHALL MAINTAIN LOCAL & EMERGENCY VEHICULAR

TRAFFIC. ( PAID FOR AS "Sanitary Sewer, PVC Truss, 15 inch, Tr Det _" )

5. SUPPORT AND PROTECTION OF ALL EXISTING UTILITIES, POLES,

STRUCTURES, ETC. SHALL BE INCLUDED IN THE UNIT PRICE BID FOR

THE CONTRACT ITEMS WHICH REQUIRE THIS WORK.

6. CONTRACTOR SHALL DETERMINE IF SHEET PILING AND / OR TRENCH

BOXES WILL BE REQUIRED TO MAINTAIN THE 20' X 40' BORE PIT.

7. ( PAID FOR AS "Steel Casing Pipe, 24 inch, Jacked in Place" )

8. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE

CONSTRUCTED IN ACCORDANCE WITH, AND BY MEANS AND

METHODS OUTLINED IN THE MICHIGAN DEPARTMENT OF

TRANSPORTATION 2012 STANDARD FOR CONSTRUCTION EXCEPT AS

OTHERWISE MODIFIED HEREIN.

HDR 2013 WETLANDS

EXISTING WETLANDS

PROPOSED 15"

SANITARY SEWER

EXIST. GROUND

WETLAND CROSS SECTION

NOT TO SCALE

10'

M

A X

CONSTRUCTION

TRENCH BOX

HDR 2013 WETLAND LIMIT NOTE:

STACKED TRENCH BOX EXCAVATION AS SHOWN IN “WETLAND CROSS

SECTION” BELOW REQUIRED WHEN SEWER CONSTRUCTION CENTERLINE

IS WITHIN 25' OF EXISTING WETLAND. WETLAND LIMITS SHALL BE

FLAGGED IN FIELD DURING CONSTRUCTION. REQUIRED EXCAVATION

METHOD ELIMINATES TEMPORARY OR PERMANENT WETLANDS IMPACT.

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Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (295 FT) AT 0.15%

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (235 FT) AT 0.15%

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (220 FT) AT 0.15%

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (200 FT) AT 0.15%

EXIST. GROUND

SAND BACKFILL

4'DIA. 4'DIA. 4'DIA. 6'DIA. 4'DIA.

I E

S

NAH/KJP JRC DECEMBER 2016

1" = 40' HORIZ.

1" = 4' VERT.

7 APR 17 PRELIMINARY DESIGN

22 JAN 18 FINAL 100%

06 JUN 18 PER MDEQ

30 JUL 18 PER OWNER

Civil Engineers

Surveyors

Architects

Engineering

Strong

Communities

Know what's below.

72 hours before you dig.

Call R

N. PERIMETER ROAD

F

O

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M

R

E

R

I

S a n i t a y w e

P u s s c h anitary S ew er, P

V C

T russ, 15 inch, T r D et A

(235 F T

) A

0.15% a n it a ry

S e w e r, P V

C T ru s s i n c h T r D e t A

F

T

A T

.1

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (200 FT) AT 0.15%

SUPPORT & PROTECT

EX. AT&T MH & CONDUIT

INCL. IN Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

CAUTION:

EX. UGD. GAS SERVICE & AT&T CONDUIT

IN THIS AREA, CONTRACTOR TO VERIFY

EXACT DEPTH & LOCATION PRIOR TO

CONSTRUCTION

Pavement, Rem AND

HMA, 13A AND

Aggregate Base, 6 inch

SEE SHEET CE-3

SEE SHEET CE-5

SEE SHEET CE-4 FOR

BENCH MARK LIST

CONTRACTOR TO MAINTAIN ACCESS

TO FACILITY 1405 DURING CONSTRUCTION

4'MH

4'MH

4'MH

6'MH

4'MH

ESTIMATED QUANTITIES

THIS SHEET

1 EA

3 EA

950 LF

32.1 FT

49 SY

49 SY

49 SY

1 EA

PROPOSED METERING AND

SAMPLING STATION

(SEE DETAILS, SHEET CE-7)

6200 SY

B-5

B-4

B-3

LEGEND

Pavement, Rem AND HMA, 13A AND

Aggregate Base, 6 inch

Sidewalk, Rem AND Sidewalk, Conc, 4 inch

Tree, Rem, 6 inch to 18 inch

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

Sanitary Manhole, 48 inch dia

SAND BACKFILL

SOIL BORING

PROPOSED ELECTRICAL SERVICE

(SEE ELECTRICAL SITE PLAN, CE-7)

HDR 2013 WETLANDS

SEE TYPICAL WETLANDS CROSS SECTION,

SHEET CE-4

Sanitary Manhole, 72 inch dia

Sanitary Manhole, 48 inch dia

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

Sanitary Manhole, Add Depth

Pavement, Rem

HMA, 13A

Aggregate Base, 6 inch

METERING AND SAMPLING STATION

Surface Restoration, Hydroseeding

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Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (315 FT) AT 0.15%

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W

E

EXIST. GROUND

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E

W

R

SAND BACKFILL

SAND BACKFILL

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S

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (175 FT) AT 0.15%

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (280 FT) AT 0.15%

Sanitary Sewer, PVC Truss, 15 inch, BOT. EX. 12" STM. 578.75

TOP 15" SAN. 566.55

BOT. EX. 10" SAN. 571.25

TOP 15" SAN. 566.57

4'DIA. 4'DIA. 4'DIA. 4'DIA. 4'DIA. 4'DIA.

Tr Det A (110 FT) AT 0.15%

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (78 FT) AT 0.78%

BOT. EX. 8" SAN. 573.37

TOP 15" SAN. 566.25

BOT. EX. 12" STM. 577.33

TOP 15" SAN. 566.45

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

(120 FT) AT 0.15%

EX.

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Sanitary Manhole, Tap, 15 inch

NAH/KJP JRC DECEMBER 2016

1" = 40' HORIZ.

1" = 4' VERT.

7 APR 17 PRELIMINARY DESIGN

22 JAN 18 FINAL 100%

Civil Engineers

Surveyors

Architects

Engineering

Strong

Communities

Know what's below.

72 hours before you dig.

Call R

N

P

E R

I M

E T

A

D

PLATTSBURG ST.

C A

S T

L

E

C A

S T

E

SEE SHEET CE-5

S a n i t a r y

S e w e r

P u s s c h

T r

D e

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (280 FT) AT 0.15%

CAUTION:

EX. UGD. GAS SERVICE & AT&T CONDUIT

IN THIS AREA, CONTRACTOR TO VERIFY

EXACT DEPTH & LOCATION PRIOR TO

CONSTRUCTION

REMOVE & RESET EX. POST

(INCL. IN Sanitary Sewer, PVC TRUSS, 15 inch, Tr Det A)

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

(110 FT) AT 0.15%

CAUTION:

EX. UGD. AT&T CONDUIT IN THIS

AREA, CONTRACTOR TO VERIFY

EXACT DEPTH & LOCATION PRIOR TO

CONSTRUCTION

REMOVE EX. TREE

Sidewalk, Rem AND

Sidewalk, Conc, 4 inch

Pavement, Rem AND

HMA, 13A AND

Aggregate Base, 6 inch

A

UTIL. CROSSINGS

BOT. 8" SAN. 573.37

TOP 15" SAN. 566.55

B

BOT. 12" STM. 577.33

TOP 15" SAN. 566.41

C

BOT. 12" STM. 578.75

TOP 15" SAN. 566.33

D

BOT. 10" SAN. 571.25

TOP 15" SAN. 566.30

CAUTION:

SUPPORT & PROTECT EX. UTIL.

POLES (INCL. IN 15" TRUSS)

San Sewer, Bulkhead, 6 inch

ABANDON EX. PUMP STATION

(SEE SHEET CE-3)

SEE SHEET CE-4 FOR

BENCH MARK LIST

4'MH

4'MH 4

4'MH

4'MH

4'MH

4'MH

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A (315 FT) AT 0.15%

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

(120 FT) AT 0.15%

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

(41 FT) AT 0.78%

San Sewer, Bulkhead, 8 inch

San Sewer, Rem

ESTIMATED QUANTITIES

THIS SHEET

Sanitary Manhole, 48 inch dia

5 EA

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

1078 LF

Tree, Rem, 6 inch to 18 inch

1 EA

Pavement, Rem

51 SY

Sidewalk, Rem

1150 SF

Sanitary Manhole, Tap, 15 inch

1 EA

Sanitary Manhole, Add Depth

19.9 FT

Sanitary Sewer, Bulkhead, 8 inch

1 EA

San Sewer, Rem

15 LF

HMA, 13A

51 SY

Aggregate Base, 6 inch

51 SY

Sidewalk, Conc, 4 inch

1150 SF

Sanitary Manhole, Tap, 15 inch

(RECONFIGURE FLOW CHANNEL)

B-2

B-1

Surface Restoration, Hydroseeding

6800 SY

Sanitary Sewer, PVC Truss, 15 inch, Tr Det A

Sanitary Manhole, 48 inch dia

SAND BACKFILL

SOIL BORING

LEGEND

Pavement, Rem AND HMA, 13A AND

Aggregate Base, 6 inch

Sidewalk, Rem AND Sidewalk, Conc, 4 inch

Tree, Rem, 6 inch to 18 inch

7 APR 17 PRELIMINARY DESIGN

22 JAN 18 FINAL 100%

15 MARCH 18 UPDATE RISER WIRING DIAGRAM

30 JUL 18 PER OWNER

Civil Engineers

Surveyors

Architects

Engineering

Strong

Communities

Know what's below.

72 hours before you dig.

Call R

A. FLOWMETER 12V DC

B. DATA LOGGER MODEM

H. THERMOSTAT

A

H

B

J

K

BACK PANEL

G

I

M

E

RIGHT SIDE PANEL

DETAIL D

INSTALLATION MUST

CONFORM TO ALL NEC

REQUIREMENTS FOR

HAZARDOUS CLASS 1

DIVISION 2 LOCATIONS

NON-SHRINK GROUT

DETAIL B

GAS SEAL

SEE DETAIL THIS SHEET

TO CONTROL CABINET

2" x 2" GALVANIZED

UNISTRUT 12 GAUGE

SPLICE BOX DETAIL

N.T.S.

ELECTRICAL PLAN

NORTH

F

LEFT SIDE PANEL

DRAIN

CLASS 1, DIV. 2 LIGHT

FIXTURES WITH 55

WATT LED BULBS

HEAVY DUTY GALVANIZED STEEL SUPPORT FOR

MOUNTING ELECTRICAL EQUIPMENT.

GALVANIZED UNISTRUT 2"x2" 12 GAUGE OR

APPROVED EQUAL

P.V.C. CONDUIT AS NOTED ON

ELECTRICAL WIRING DIAGRAM

NOTES:

FUTURE

SCADA

EQUIPMENT

FOR ALL CONDUIT INSTALLED

TO MANHOLES

NEMA 4X CAST ALUMINUM JUNCTION

BOX SIZED PER NEC

SPLICE BOXES ARE REQUIRED

(LIGHTS & SIGNALS)

18"

N

D.

E. VOLTAGE MONITOR

F. INTERFACE FOR PHONE LINE

WITH SURGE PROTECTION

G. 20A GFCI OUTLET-EACH WITH

I. CABINET AND PIT LIGHT SWITCHES

J. CABINET LIGHT WITH 23W LED

K. LOAD CENTER (SEE RISER DIAGRAM)

L. FUTURE SCADA

M. STRIP HEATER WITH GUARD

N. DC LOAD FUSES

120 VAC FROM CB-2

VOLTAGE MONITOR 4-20MA

OUTPUT TO TELOG

AC POWER

FAILURE

BATTERY

CHARGER

#16 BLUE MTW

12 VOLT

BATTERY

12 VOLT

BATTERY

12 VOLT

BATTERY

12 VOLT

FU

2AMP

#16 BLUE MTW

CAT 5E TO UTILITY

SERVICE POINT

SURGE

SUPPESSOR

FU

1/2AMP

TELOG-DATA

LOGGER DIAL UP

MODEM

#16 BLUE/WHT MTW

FLOW METER

TRANSDUCER

SECURITY/HATCH

(RED)

(BLK)

4-20 MA

OUTPUT

TEMP. SENSOR

VAULT

HATCH

1CR

OUT OF

SERVICE

423SS

IN

SERVICE

DC VOLTAGE

MONITOR

A B

LOW BATTERY

VOLTAGE OUTPUT TO

TELOG

CABINET

INTRUSION

INTRINSICALLY

SAFE

BACKUP BATTERIES

(3@12 VDC) PARALLEL

BC1

H8

N

#14 RED MTW

120 VAC ROM CB-4

LOCATED IN

CABINET

REC-1

#12 WHT MTW

#12 GRN MTW

#12 RED MTW

#14 RED MTW

TS-1

THERMOSTAT

120 VAC ROM CB-5

H

250 WATTS

HTR-1

CABINET HEATER 1

LTGS IN VAULT

120 VAC CB-10

NEMA 7 LIGHT

SWITCH

H

H

H N

N

N

G

LTGS IN VAULT

120 VAC CB-10

LIGHT SWITCH

H N

SERVICE LIGHT IN

CABINET

DC CHARGE CONTROL ( POWER SONIC -

PSC-12-10A, MAX OUTPUT 1000 HRS, 12

VOLTS, CAPACITY 60-100 AMP HRS )

C.

12V MARINE BATTERIES DEEP CYCLE (POWER

SONIC - PS-121400F12, 12 VOLT, 140 AMP HRS - 3

REQUIRED )

1 1/4" SCH 40 PVC

WITH 3-#3, 1-#6 GND

EXISTING POLE #

ON WEST SIDE OF PERIMETER ROAD.

240/120 VOLT, 1 PHASE, SERVICE SOURCE

RISER WIRING

DIAGRAM

SEPARATE BREAKER

NOTE - BATTERIES TO BE MOUNTED

ON SHELF ABOVE PAD

ECHOMAX XRS-5 TRANSDUCER,

SENSOR (@ 2/3 THROAT)

72" DIA. SAN. MANHOLE (1A)

3 INCH PARSHALL FLUME IN

PLASTIFAB PACKAGED METERING

MANHOLE OR MANHOLE TO BE

COMPLETELY LINED WITH SPRAY-ON,

MONOLITHIC LINER SYSTEM TO

PROVIDE PROTECTIVE COATING

WHICH IS COMPATIBLE WITH

CONCRETE MANHOLE STRUCTURE

AND PREVENTS CORROSION SUCH

AS HYDROGEN SULFIDE AND

MICROBIALLY-INDUCED CORROSION

(MIC) AS APPROVED BY M.C.P.W.O.

100 AMP SINGLE PHASE FUSIBLE

NEMA 3R ALUM/STAINLESS STEEL

DISCONNECT MOUNTED TO POLE

MINIMUM 10 FEET ABOVE GRADE

PERIMETER ROAD

NOTE:

CONDUIT BENEATH ROADWAY AND

10' EITHER SIDE - SCH 80, 36" DEEP

METER

PANEL

METER/SAMPLING

ENCLOSURE

100 AMP SINGLE PHASE

SERVICE PANEL NEMA I

WITH 60 AMP MAIN

1 1/4" SCH 40 PVC

WITH 3-#3, 1-#6 GND

JUNCTION BOX

METER

PIT

GAS SEALS

2-3/4" SCH 40 PVC

1-C, 3-#12, #12 GND

1-C, DATA

1-3/4" SCH 40 PVC FOR

SAMPLER TUBE SUCTION LINE

N

P

E

R

I M

E

T

A

D

F

O

R

M

R

E

R

I

6'MH

4'MH

ELECTRICAL SITE PLAN

N O

R T

H

NOTE:

CONDUIT BENEATH ROADWAY AND

10' EITHER SIDE - SCH 80, 36" DEEP

PLASTIFAB SHELTER (8'x8'x8') ON

CONCRETE SLAB PER DTE STANDARD

1 1/4" C, SCH 40 PVC WITH 3-#3, 1-#6 GND

EXISTING POLE #

DISK ON POLE

Culv, Cl F, CSP, 18 inch - 20 Ft WITH Culv

End Sect, Metal, 18 inch - 2 Ea

( MATCH EX. DITCH GRADE )

12' MIN. WIDTH

HMA ACCESS DRIVE

INCLUDE FIELD DEVICES (SEE SPECIAL REQUIREMENTS)

1. SIEMENS HYDRORANGER 200

2. ISCO 5800 REFRIGERATED SAMPLER AND ANCILLARY

EQUIPMENT INCLUDING:

a. GLWA / IPP FLOW PROPORTIONAL SAMPLER INTERFACE

b. SAMPLING BOOSTER PUMP

GALVANIZED RMC

ABOVE GRADE

NOT REQUIRED IF

HEATED ENCLOSURE

7 APR 17 PRELIMINARY DESIGN

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Communities

Know what's below.

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CLEAN THREADS W/ TAP

BEFORE FINAL PLACEMENT

FOUR STAINLESS STEEL 5/8"

DIAMETER THREADED STUDS

WITH 3/4" X 2" X 1/8" THICK

STAINLESS STEEL WASHER

MANHOLE FRAME AND COVER PER

MACOMB COUNTY CASTING

STANDARD AND LOGO.

2-1" BUTYL RUBBER GASKETS

3" OR GREATER DIA. RUBBER

GRADE RINGS ARE ACCEPTABLE

(WHEN REQUIRED) (SEE DETAIL)

5/8" THREADED

INSERT IN PRECAST

MANHOLE SECTION

FILL WITH MORTAR

PRECAST CONE SECTION

SCALE: 1" = 1'-0"

PRECAST GRADE RINGS

SCALE: NONE

SECTION

PLAN

(4) STAINLESS STEEL 5/8" DIA

THREADED STUDS WITH 1" x 2" x

1/8" TH. STAINLESS STEEL

WASHER & NUT.

3" OR 6" CONCRETE GRADE

RING(S) WITH FINISHED TOP

& BOTTOM SURFACES

CONE SECTION WITH MODIFIED

GROOVED TONGUE JOINTS WITH

STUD INSERTS CAST IN PLACE.

TOP TO HAVE FINISHED SURFACE.

2-1" DIA BUTYL RUBBER GASKETS.

MIN DUROMETER 20. MAX 40

STANDARD MANHOLE FRAME & COVER

5'- 0" DIA.

PAVEMENT

GRASS

SANITARY SEWER MANHOLE

( 18" AND LARGER DIA. SEWERS )

18" MAX.

FACTORY INSTALLED STEPS @ 16"

CENTER TO CENTER. STEPS SHALL

BE M.A. INDUSTRIES P.S.I.

POLYPROPYLENE MSU#360 ALU POLY

( OR APPROVED EQUAL ).

A.S.T.M. C 478 RISER SECTIONS

WITH MODIFIED TONGUE &

GROOVE JOINTS & GASKETS

PER ASTM 361.

PIPE TO BE LAID CONTINUOUS, EXCEPT AT

BENDS, WHERE A HYDRAULICALLY

SMOOTH CHANNEL SHALL BE MADE WITH

POURED CONCRETE CHANNEL FILLETS

POURED WITH FULL HEIGHT BENCHING

FLEXIBLE WATERTIGHT MANHOLE JOINTS,

PRESS-WEDGE OR "KOR-N-SEAL"

CONE SECTION WITH MODIFIED TONGUE &

GROOVE JOINTS AND GASKETS PER A.S.T.M. C

361 SPECIFICATIONS AND WITH STUD INSERTS

CAST IN PLACE. TOP TO HAVE FINISH SURFACE

MANHOLE MANUFACTURER SHALL INSTALL

1/2" DIA. P.V.C. PLASTIC PIPE & CAP AT PIPE

CROWN, FLUSH WITH OUTSIDE WALL AND

EXTENDING 3" INSIDE. CONTRACTOR TO SEAL

AFTER COMPLETION OF TESTS.

DIAMETER PER PLANS

CONCRETE FILL AS

REQUIRED (5" MIN)

STONE OR SAND

PRECAST INTEGRAL

BASE SECTION

TYPE I STONE BEDDING SUPPORT TO FIRST

PIPE JOINT

MANHOLE BOTTOM SECTIONS FOR PIPE

DIAMETERS OF 30" OR LESS SHALL BE

CONTINUOUS PRECAST BASE SECTIONS

NOTE:

ALL PRECAST MANHOLES & SLAB BASE SHALL BE MANUFACTURED WITH TYPE IP CEMENT. ALL

CONCRETE FOR CHANNELIZATION SHALL BE MADE WITH TYPE IP CEMENT

MANHOLE NOTES

STRUCTURE STEPS SHALL BE M.A. IND. POLYPROPYLENE PLASTIC WITH

#3 DEFORMED BAR SPACED 16" O.C. FROM 24" ABOVE FLOOR TO 18"

BELOW TOP OF COVER. IF THE STRUCTURE WALL IS PRECAST, THE

STEPS SHALL BE FACTORY INSTALLED.

MANHOLE STEPS SHALL NOT BE PLACED OVER ANY SEWER CHANNEL.

1.

2.

3' TYP.

PRECAST

CONCRETE

PIPE

PRECAST

CONCRETE PIPE,

CAST-IN-PLACE

MANHOLE, OR

MANHOLE TEE

SECTION

3" COVER MIN.

#6 BARS EMBEDDED 36" IN

PRE-DRILLED EPOXY GROUTED

HOLES AT 6" O.C. STAGGERED

#6 RINGS EACH FACE

@ 6" O.C.

CAST-IN-PLACE PIPE CLOSURE PROFILE

SCALE: NONE

A

A

SEE

SECTION

A-A

W

E

R

2'-6"

TYP.

12"

TYP.

SECTION A-A

PROFILE

SEE PROFILE FOR

REINFORCEMENT

#6 @ 12" O.C. (TYP.)

#9 @ 6" O.C. (TYP.)

#9 @ 6" O.C. (TYP.)

4,000 psi CONCRETE

NOTE

ALL STEEL TO BE fy = 60 ksi.

I D

S

E W

E R

REDUCER CONE TO BE MINIMUM

28 INCHES IN HEIGHT

NOTE:

ALL MANHOLES SHALL BE EXTERNALLY SEALED USING

THE MANHOLE ENCAPSULATION SYSTEM "WRAPID

SEAL" PROVIDED BY CANUSA, OR APPROVED EQUAL.

THIS HEAT SHRINKABLE, WRAP AROUND TWO-PIECE

SLEEVE SHALL BE INSTALLED OVER ALL JOINTS AND

THE OUTSIDE UPPER CHIMNEY OF THE MANHOLE

WHERE THE FRAME MEETS THE MASONRY.

2'-0"

A

FACTORY INSTALLED STEPS @ 16"

CENTER TO CENTER. STEPS SHALL

BE M.A. INDUSTRIES P.S.I.

POLYPROPYLENE MSU#360 ALU POLY

( OR APPROVED EQUAL ).

CLEANOUT

5'- 0" DIA.

INTERIOR DROP ASSEMBLY

(MIN.)

NOT TO SCALE

1 1/2"

[38mm]

26" DIA

[660mm]

2 1/2"

[63mm]

1 7/16"

[37mm]

39" DIA

[991mm]

28 7/16" DIA

[722mm]

24"DIA

[610mm]

26 1/4" DIA

[667mm]

27 9/16" DIA

[701mm]

1 1/2"

[38mm]

7"

[178mm]

3/4"

[19mm]

(4) 1/2"-13 X 1 3/4"

HEX HD SS CAP SCREWS

W./ WASHERS

(2) CLOSED

PICKHOLES

1/4" (6mm) DIA

NEOPRENE GASKET

EQUALLY SPACED

33 3/4" (857mm) BOLT CIRCLE.

(4) 1" (25mm) DIA HOLES ON

FRAME SECTION

COVER SECTION

BOTTOM VIEW

OF COVER

5/8"

[16mm]

7/16"

[11mm]

1"

[25mm]

1 3/8"

[35mm]

2 1/4"

[57mm]

PICKHOLE DETAIL

1 5/8"

[41mm]

DIA

BOLT DETAIL

(TYP 4 PLACES)

& RUBBER WASHER

& STEEL WASHER

1/2"-13 BOLT

1 1/2"(32mm) LETTERS

RECESSED FLUSH

M

I CHIGAN

M A

CO

MB COUN

T Y

STYLE: BankGothic Md BT

SANITARY SEWER MANHOLE COVER

SCALE: NONE

7 APR 17 PRELIMINARY DESIGN

22 JAN 18 FINAL 100%

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Surveyors

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Strong

Communities

Know what's below.

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Call R

P & K

STARDARD-VENT

POST, OR EQUAL

M

I N

18" DIA. 3500 PSI

CONCRETE TO

UNDISTURBED EARTH

KOR-N-SEAL FOR 6" PIPE

SHAFT:

FABRICATED OF SEAMLESS EXTRUDED 6063-T4 WROUGHT ALUMINUM ALLOY AS SPECIFID BY THE

ALUMINUM ASSOCIATION OR EQUAL: FABRICATE FROM 6-INCH O.D. X .156" THICK TUBE: TAPERED

6-INCH TO 4 1/2-INCH AT THE TOP: AFTER TAPERING. SHAFT TO BE HEAT-TREATED TO T6 TEMPER:

SHAFT TO BE FREE OF LONGITUDINAL WELDS: AFTER FABRICATION, SHAFT TO BE ROTARY

SAND-FINISHED AND WRAPPED FOR PROTECTION DURING HANDLING AND SHIPPING.

EXHAUST:

FABRICATED FROM TAPERED ALUMINUM TUBE WITH CAST CAP OF 356 ALLOY. ADDITIONAL VENTING

IS OBTAINED BY DRILLING BASE AND BASE DOOR.

WELDING:

WELDING TO BE PERFORMED BY THE INERT-GAS-SHIELDED ARC METHOD BY WELDERS HAVING U.S.

GOVERNMENT CERTIFICATION: WELDS TO BE FREE FROM CRACKS AND POROSITY.

ANCHORAGE:

FOUR 3/4-INCH DIAMETER ROLLED STELL RODS, 15-INCHES LONG WITH A 3-INCH RIGHT ANGLE LEG:

ALL ANCHORAGE TO BE GALVANIZED.

BASE:

SHALL BE A PERMANENT MOLD CASTING IN ALLOY356-T4 AND SHALL BE FREE FROM CRACKS, PITS

AND BLOWHOLES. BASE SHALL BE EQUIPPED WITH FACILITIES FOR ANCHORAGE. DOOR SHALL BE

EQUIPPED WITH STAINLESS STEEL FASTENING DEVICE.

DESIGN:

COMPLETE STANDARD SHALL BE ABLE TO PROPERLY WITHSTAND THE FORCE OF A 100 MPH WIND.

DRAWING:

DETAILED DRAWING TO BE SUBMITTED FOR APPROVAL WHEN REQUIRED.

6" DIA. PVC

SCH 80

TRIM CONNECTION FLUSH WITH

INSIDE FACE OF MANHOLE

MODEL No. SHAFT DIA. HEIGHT

VTA6L16PA 6 INCHES 16 FEET

STANDARD VENT POST

SCALE: NONE

INFILTRATION TESTING NOTE:

ALL SEWERS SHALL BE INFILTRATION TESTED IN ACCORDANCE WITH THE

MACOMB COUNTY OFFICE OF PUBLIC WORKS SANITARY SEWER

SPECIFICATIONS. INFILTRATION TESTING SHALL BE CONDUCTED WITH THE

DEWATERING SYSTEM TURNED OFF AND AFTER THE GROUND WATER HAS

RETURNED TO ITS NORMAL LEVEL. NO SEWER INSTALLATION SHALL HAVE AN

INFILTRATION EXCEEDING FIFTY ( 50 ) GALLONS PER INCH OF DIAMETER PER

MILE OF PIPE PER TWENTY-FOUR ( 24 ) HOUR PERIOD. IF THERE IS NOT

SUFFICIENT GROUND WATER FOR INFILTRATION TESTING, AS DETERMINED BY

THE MACOMB COUNTY ENGINEER, INFILTRATION TESTING SHALL BE WAIVED.

MINIMUM OVERBREAK DIMENSION 6"

(2) #5 AROUND OPENING

SOIL

STABILIZATION

ZONE

SHAFT WALL

AMERICAN COLLIODS Rx WATERSTOP

OR OTHER ENGINEER APPROVED

HYDROPHILIC WATER STOP

#5 REBAR GROUTED INTO 7" MINIMUM

DEPTH PREDRILLED HOLES USING

SIKADUR 31 HII-MOD GEL AS

MANUFACTURED BY SIKA CORP.

5/8" WILLIAMS R1J SPINLOCK CONCRETE

ANCHORS WITH REBAR COUPLER AT

12"O.C. AROUND PERIMETER OF LINE

DRILLED OPENING. GROUT HOLLOW

ANCHOR BAR INTO WALL.

2/3 WALL

THICKNESS

VARIES

4,000 psi CAST-IN-PLACE CONCRETE

NEOPRENE PACKING

ANNULAR GROUT PLACED THROUGH SEGMENTS

PRECAST

CONCRETE PIPE

ASTM C-76 CL V

PRE-CAST CONCRETE

PIPE WITH PREMIUM

JOINT

BENTONITE LUBRICATION FLUID

DURING CONSTRUCTION.

GROUT AFTER COMPLETION

S

E

W

D

TUNNEL SECTION BY JACK PIPE

SCALE: NONE

OVERBORE

ANNULUS 1"

MAX

IF THE BRACED EXCAVATION SYSTEM CANNOT BE REMOVED WITHOUT

DETRIMENT TO THE FINISHED STRUCTURE OR EXISTING STRUCTURE, THE

BRACING SHALL BE LEFT IN PLACE AT NO ADDITIONAL COST TO THE OWNER.

PERMANENT BRACING ELEMENTS SHALL BE CUT OFF 5 FT. BELOW FINISH GRADE

TO AVOID INTERFERENCE WITH SUBSEQUENT CONSTRUCTION AND NOTED ON

AS-BUILTS.

REMOVAL

OF BRACING

USE APPROPRIATE SOIL PARAMETERS AS DETERMINED

FROM GEOTECHNICAL REPORT.

SOIL

DESIGN ELEMENTS, SUBJECTED TO AXIAL AND FLEXURAL STRESSES, SHALL BE

DESIGNED FOR THE EFFECTS OF COMBINED STRESSES.

DESIGN FOR ALLOWABLE STRESS OF 25.0 ksi IN

BENDING FOR ASTM A-328.

DESIGN IN ACCORDANCE WITH AISC "SPECIFICATIONS

FOR THE DESIGN, FABRICATION, AND ERECTION OF

STRUCTURAL STEEL FOR BUILDINGS", 9th EDITION, 1989.

IN ACCORDANCE WITH MATERIAL SUPPLIED. MAXIMUM

ALLOWABLE DESIGN BENDING STRESS INCLUDING ALL

MODIFICATION FACTORS AND OVERSTRESS SHALL BE

1,300 psi. CONTRACTOR SHALL SUBMIT

DOCUMENTATION JUSTIFYING ALLOWABLE BENDING

STRENGTH.

CONFORM TO ASTM A-328 UNLESS OTHERWISE NOTED

DETERMINE FROM NAVFAC DM-7.01, FIGURE NOs. 6-2 THROUGH 6-4

"PENETRATION OF SHEETING REQUIRED TO PREVENT PIPING IN SAND", SAFETY

FACTOR = 2.0.

SHAFTS AND COFFERDAMS ARE TO BE DESIGNED TO HAVE A MINIMUM FACTOR

OF SAFETY OF 1.3 AGAINST BOTTOM INSTABILITY. DETERMINE FROM NAVFAC

PAGE 7.2-104.

DETERMINE FROM NAVFAC DM-7.02, PAGE 7.2-100.

BELOW GROUND WATER LEVEL OR BELOW LOWERED

WATER LEVEL IF DEWATERED

OR SHEETING

STRESSES

COMBINED

STRESSES

ALLOWABLE

STEEL

SHEET PILING

STEEL

STRUCTURAL

WOOD LAGGING

OR SHEETING

SHEET PILING

TYPE

STEEL

OR SOLDIER BEAMS

STRUCTURAL STEEL

RIBS, WALES, STRUTS,

REMARKS

MATERIAL

IN SAND

PIPING/BOILING

PREVENT

BASE

STABILITY

LATERAL

LOADING

PARAMETERS

SOIL PRESSURES

WOOD LAGGING

TYPE

MIXED HARDWOODS

REMARKS

BRACED

EXCAVATION

SURCHARGE

HYDROSTATIC

TYPE

AS APPROPRIATE

REMARKS

DEPARTMENT OF THE NAVY, NAVAL FACILITIES ENGINEERING COMMAND "DESIGN

MANUAL", SOIL MECHANICS, FOUNDATIONS, AND EARTH STRUCTURES NAVFAC

DM-7.01, 7.02, AND 7.03, SEPTEMBER 1986.

AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF

STRUCTURAL STEEL FOR BUILDINGS", 9th EDITION, 1989.

SUBMIT DESIGN CALCULATIONS PREPARED AND SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF MICHIGAN, WHO IS EXPERIENCED IN

THE DESIGN OF BRACED EXCAVATIONS. REFERENCES USED IN DEVELOPMENT

OF CALCULATIONS SHALL BE NOTED.

SUBMIT TO ENGINEER FOR APPROVAL COMPLETE ENGINEERING DRAWINGS FOR

BRACED EXCAVATIONS AND JACKING BLOCKS OR BACKSTOPS SHOWING

MATERIAL, SIZE, AND LOCATION OF COMPONENTS, DETAILS OF CONNECTIONS,

AND REINFORCEMENT AT OPENINGS. INDICATE PERMANENT AND TEMPORARY

INSTALLATIONS. DRAWINGS SHALL ALSO NOTE SEQUENCE OF CONSTRUCTION,

AND BE SEALED BY A MICHIGAN LICENSED PROFESSIONAL ENGINEER.

CONSTRUCTION SHAFTS SHALL BE OF RIB AND LAGGING, STEEL SHEET PILE, OR

OTHER SIMILAR METHODS. TRENCH-BOX TYPE SHAFTS ARE NOT ACCEPTABLE.

SUBMIT TO ENGINEER FOR APPROVAL, COMPLETE ENGINEERING DRAWINGS OF

BRACING SYSTEM AS DETAILED UNDER ENGINEER DRAWINGS BELOW.

BRACED EXCAVATIONS FOR TRENCHES, COFFERDAMS, CONSTRUCTION SHAFTS,

SHAFTS FOR TUNNEL MANHOLES, JACKING PITS, AND RECEIVING PITS SHALL BE

DESIGNED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.

BRACED EXCAVATION AND TUNNEL

DESIGN CRITERIA

REFERENCES

DESIGN

CALCULATIONS

DRAWINGS

ENGINEERING

SHAFTS

CONSTRUCTION

EXCAVATION

BRACED

NOTE

TUNNEL PIPE JACKING OPERATIONS SHALL USE FULL OR

HALF END PLATE RINGS TO DISTRIBUTE THRUST LOAD

TO PIPE SPIGOT FROM JACKING OPERATIONS.

TUNNEL AND PIPE EYE DETAIL

SCALE: NONE

CONFORM TO ASTM A-36 OR A-572

UNLESS OTHERWISE NOTED

O

D

M I N

O D

M

I N

O D

O

D

3500 P.S.I.

CONCRETE

SAND COMPACTED TO 95%

OF MAXIMUM DRY DENSITY

(ASTM D1557)

95% CRUSHED ANGULAR

STONE BEDDING

MDOT 6AA OR 6A

O D

M

I N

O D

M

I N

O D

CLASS "A"

LOAD FACTOR: 1.9

(PLAIN CONCRETE)

MIN WIDTH OF ARCH

O.D. +8 INCHES OR

1-1/4 O.D. WHICHEVER

IS GREATER

TRENCH A OR B

BACKFILL PER

SPECIFICATIONS

CLASS "B"

MAX WIDTH OF TRENCH AT

12" ABOVE TOP OF PIPE

6" THRU 12" PIPE - 30" WIDE

15" THRU 36" PIPE - O.D. +16"

42" THRU 60" PIPE - O.D. +20"

OVER 60" PIPE - OUTSIDE

DIAMETER OF PIPE +24"

MIN WIDTH OF TRENCH 12"

ABOVE THE TOP OF PIPE

SHALL BE 6" ON EACH SIDE

OF PIPE

LOAD FACTOR: 1.9

TRENCH A OR B

BACKFILL PER

SPECIFICATIONS

CONCRETE PIPE BEDDING DETAILS

SCALE: NONE

SUITABLE EXCAVATED

MATERIAL COMPACTED

TO 90% OF MAXIMUM DRY

DENSITY (ASTM D1557)

PROPOSED PIPE

UNDISTURBED

EARTH

TRENCH DETAIL "A"

PIPE BEDDING AS

CALLED FOR ON

THE PLANS

PAVEMENT

UNDISTURBED

EARTH

TRENCH DETAIL "B"

MDOT CLASS II SAND

COMPACTED TO 95% OF

MAXIMUM DRY DENSITY

(ASTM D1557)

PROPOSED PIPE

PIPE BEDDING

NOTE:

ALL TRENCHES UNDER ROAD SURFACES,

PAVEMENT, CURB, DRIVEWAY, SIDEWALK, AND

WHERE THE TRENCH EDGE IS WITHIN THREE (3)

FEET OF THE PAVEMENT AS NOTED HEREIN

SHALL BE BACKFILLED PER TRENCH "B"

A JACKING BLOCK OR BACKSTOP SHALL BE CONSTRUCTED TO PROVIDE A

BEARING AREA CAPABLE OF SUPPORTING THE ESTIMATED MAXIMUM JACKING

PRESSURE USING A FACTOR OF SAFETY OF 2.0 AGAINST PASSIVE SOIL FAILURE.

IT SHALL BE ANCHORED OR BRACED IN A MANNER TO ASSURE THAT ITS POSITION

WILL BE MAINTAINED THROUGHOUT THE TUNNELING OPERATION. THE DESIGN

SHALL TAKE INTO CONSIDERATION THE EFFECTS ON EXISTING STRUCTURES AND

PIPES.

JACKING

BLOCK OR

BACKSTOP

DEWATERING IS THE PREFERRED METHOD. ENGINEER MAY CONSIDER THE USE

OF STEEL SHEET PILING EXTENDED AN APPROPRIATE DEPTH BELOW THE

BOTTOM OF EXCAVATION TO CONTROL BOILING AND SOIL PIPING.

7 APR 17 PRELIMINARY DESIGN

26 SEP 18 127 CEV FINAL REVIEW

Civil Engineers

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Strong

Communities

Know what's below.

72 hours before you dig.

Call R

M.D.O.T. NOTES

PERMITS TO PERFORM WATER/SANITARY/STORM SEWER TAPS SHALL

BE OBTAINED BY THE APPLICANT FROM THE APPROPRIATE GOVERNING

AGENCIES.

ALL FACILITIES, INCLUDING DRAINAGE FACILITIES, SHALL BE LOCATED

PRIOR TO EXCAVATION IN THE M.D.O.T. RIGHT-OF-WAY. M.D.O.T.

FACILITIES ARE NOT LOCATED THROUGH THE MISS DIG SYSTEM. A 72

HOURS ADVANCE WRITTEN NOTICE IS REQUIRED TO HAVE FREEWAY

LIGHTING STAKED. PLEASE CONTACT MR. DAVID JOHNS AT (248)

483-5125 OR BY FAX AT (248) 569-3103 WHEN WORKING IN THE LIMITED

ACCESS RIGHT-OF-WAY. ALSO, CONTACT THE LOCAL MUNICIPALITY

WHEN WORKING IN FREE ACCESS RIGHT-OF-WAY.

NO PARKING OR STORAGE OF MATERIAL OR EQUIPMENT WILL BE

ALLOWED WITHIN THE M.D.O.T. RIGHT-OF-WAY.

PLACE TRENCH BACKFILL IN ACCORDANCE WITH M.D.O.T. STANDARD

R-83-B.

THE PROPOSED SANITARY SEWER INSTALLATION MUST BE

ACCOMPLISHED BY TUNNELING OR UTILIZING THE "BORE AND JACK"

METHOD PER M.D.O.T. SPECIFICATION JP-6. THE "OPEN CUT" METHOD

OR ANY VARIATION, THEREOF, WILL NOT BE ALLOWED FOR WORK

COVERED UNDER THIS PERMIT.

TUNNELING AND BORING AND JACKING OPERATIONS SHALL BE

ACCOMPLISHED IN ACCORDANCE WITH M.D.O.T. SPECIFICATION JP-6.

BEFORE STARTING THE TUNNEL OR BORE UNDER THE STATE HIGHWAY,

THE CONTRACTOR SHALL TAKE ELEVATIONS AT EACH PAVEMENT JOINT

ALONG THE CENTERLINE OF THE TUNNEL OR BORE. REPEAT THIS

PROCEDURE IN TEN (10) FOOT INTERVALS FOR 50-FEET LEFT AND

50-FEET RIGHT OF THE CENTERLINE OF THE TUNNEL OR BORE. A COPY

OF THESE ELEVATIONS WITH TIES TO THE BENCHMARK SHALL BE

SUBMITTED TO THE UTILITIES-PERMITS ENGINEER AND THE STATE

INSPECTOR BEFORE THE START OF THE TUNNEL OR BORING

OPERATION.

ACCESS TO LIMITED ACCESS RIGHT OF WAY IS PROHIBITED FROM THE

STATE TRUNK LINE, AND ANY BREAKS IN THE RIGHT-OF-WAY FENCE ARE

TO BE RESTORED ACCORDING TO M.D.O.T. STANDARD SPECIFICATIONS.

IF BREAKS ARE MADE IN THE FENCE, LIMITED ACCESS RIGHT-OF-WAY

STATUS SHALL BE MAINTAINED DURING THE PERMITTED ACTIVITY BY

PLACEMENT OF A TEMPORARY FENCE AROUND THE CONSTRUCTION

AREA.

ALL TRAFFIC CONTROL DEVICES USED ON THIS PERMIT SHALL MEET

THE REQUIREMENTS OF THE AMERICAN TRAFFIC SAFETY ASSOCIATION

(ATSA) "QUALITY STANDARDS OF WORK ZONE TRAFFIC CONTROL

DEVICES--1992." TRAFFIC CONTROL DEVICES ARE INCLUSIVE OF SIGNS,

BARRICADES, VERTICAL PANELS, DRUMS, WARNING LIGHTS, ARROW

BOARDS, CHANGEABLE MESSAGE SIGNS, CONES, TUBULAR MARKERS,

PAVEMENT TAPE, AND PAINT AND PAVEMENT MARKERS.

MITS MESSAGE SIGN STAKING IS REQUIRED 48 HOURS IN ADVANCE

WHEN WORKING IN LIMITED ACCESS RIGHT-OF-WAY. COMPLETE AND

FAX M.D.O.T. FORM 5300-STAKING REQUEST FORM (POSTED ON THE

WEB SITE), AS INSTRUCTED. SEE FORM FOR CONTACT NUMBERS.

RESTORATION IN MDOT RIGHT-OF-WAY SHALL BE PERFORMED AS PER

M.D.O.T. STANDARD SPECIFICATIONS.

PLACE TRENCH BACKFILL IN ACCORDANCE WITH M.D.O.T. STANDARD

R-83-B.

1. MATERIALS

1.1 PIPE

THE TYPE OF PIPE USED FOR THE PIPE JACKING METHOD SHALL BE CAPABLE OF TRANSMITTING THE REQUIRED

JACKING FORCES FROM THE THRUST PLATE IN THE JACKING SHAFT TO JACKING FIELD OR TUNNEL BORING MACHINE

(TBM).

1.2 ALLOWABLE FORCES

THE ALLOWABLE JACKING STRENGTH CAPACITY OF PIPE SHALL BE CAPABLE OF WITHSTANDING THE MAXIMUM

JACKING FORCES IMPOSED BY THE OPERATION.

1.3 PIPE CHARACTERISTICS

STEEL PIPE SHALL HAVE A MINIMUM WALL THICKNESS OF 1/4 INCH OR AS SPECIFIED IN SECTION 909 OF THE

CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, WHICHEVER IS LARGER. CONCRETE PIPE

SHALL HAVE A MINIMUM WALL THICKNESS AS SPECIFIED IN SECTION 909 OF THE CURRENT MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION. LIKEWISE, CCFRPM AND PCP SHALL HAVE SIMILAR MINIMUM WALL

THICKNESS SPECIFICATIONS.

(A.)

STEEL PIPE SHALL HAVE A ROUNDNESS TOLERANCE, SO THAT THE DIFFERENCE BETWEEN THE MAJOR AND MINOR

OUTSIDE DIAMETERS SHALL NOT EXCEED 1% OF THE SPECIFIED NOMINAL OUTSIDE DIAMETER, OR 0.25 INCH, WHICHEVER IS LESS. LIKEWISE, CONCRETE PIPE, CCFRPM AND PCP SHALL HAVE A SIMILAR ROUNDNESS TOLERANCE.

(B.)

PIPE SHALL HAVE SQUARE AND MACHINE BEVELED ENDS. THE PIPE END MAXIMUM OUT-OF-SQUARE

TOLERANCE SHALL BE 0.04 INCH, (MEASURED ACROSS THE DIAMETER).

(C.)

PIPE SHALL BE STRAIGHT.(D.)

PIPE SHALL BE WITHOUT ANY SIGNIFICANT DIMENSIONAL OR SURFACE DEFORMITIES. ALL PIPES SHALL BE(E.)

FREE OF VISIBLE CRACKS, HOLES, FOREIGN MATERIAL, FOREIGN INCLUSIONS, BLISTERS, OR OTHER DELETERIOUS

OR INJURIOUS FAULTS OR DEFECTS. ANY SECTION OF THE PIPE WITH A GASH, BLISTER, ABRASION, NICK, SCAR, OR OTHER DELETERIOUS FAULT GREATER IN DEPTH THAN TEN PERCENT (10%) OF THE WALL THICKNESS, SHALL NOT

BE USED.

1.4 PIPE JOINT CUSHION

A CUSHIONING MATERIAL SHALL BE USED BETWEEN PIPE SEGMENTS TO ASSIST IN DISTRIBUTING THE JACKING

LOADS EVENLY ACROSS THE SECTION OF THE PIPE, AND TO PREVENT CHIPPING OR BREAKING OF THE PIPE

ENDS DUE TO CONCENTRATED PRESSURE CAUSED BY ANY SLIGHT IRREGULARITY OF THE PIPE ENDS.

2. CONSTRUCTION

2.1 MINIMUM ALLOWABLE DEPTHS

MINIMUM ALLOWABLE DEPTH OF COVER SHALL BE AS SPECIFIED IN THE APPROVED PLANS.

IN LOCATIONS WHERE THE ROAD SURFACE IS SUPER ELEVATED, THE MINIMUM DEPTH OF THE BORE SHALL BE

MEASURED FROM THE LOWEST SIDE OF THE PAVEMENT SURFACE. IN ADDITION, A MINIMUM 3 FOOT DEPTH

SHALL BE MAINTAINED IN ALL OTHER FEATURES INCLUDING DITCH BOTTOMS.

2.2 EQUIPMENT

JACKING FRAME - A JACKING FRAME SHALL BE CONSTRUCTED OF GUIDE TIMBERS, BACKSTOP AND PUSHING

OR JACKING HEAD. GUIDE TIMBERS OR RAILS SHALL BE CONSTRUCTED TO THE EXACT LINE AND GRADE OF THE

PIPELINE AND SHALL BE ANCHORED IN SUCH MANNER AS TO BE CAPABLE OF MAINTAINING THE ALIGNMENT

AND GRADIENT THROUGHOUT THE JACKING OPERATIONS.

(A.)

BACKSTOP - THE BACKSTOP SHALL BE CONSTRUCTED AS TO PROVIDE A BEARING AREA CAPABLE OF

SUPPORTING NO LESS THAN 200% OF THE ESTIMATED MAXIMUM JACKING PRESSURE AND SHALL BE

PERPENDICULAR TO THE ALIGNMENT OF THE PIPE. IT SHALL BE ANCHORED AND BRACED IN A MANNER TO

(B.)

ASSURE THAT THIS POSITION WILL BE MAINTAINED THROUGHOUT THE JACKING OPERATION.

JACKING HEAD - THE PUSHING OR JACKING HEAD SHALL BE CONSTRUCTED TO FIT THE PIPE TO BE JACKED

AND TO ASSURE THAT THE PRESSURE DEVELOPED BY THE JACKS WILL BE EVENLY DISTRIBUTED ON THE PIPE.

AN OPENING LARGE ENOUGH TO PERMIT THE ENTRANCE OF WORKERS AND MATERIALS SHALL BE LEFT AND

(C.)

MAINTAINED IN THE JACKING HEAD.

2.10 GROUND WATER CONTROL

DEWATERING SHALL BE CONDUCTED WHENEVER THERE IS A HIGH GROUND WATER TABLE LEVEL TO PREVENT

FLOODING AND FACILITATE THE OPERATION. THE WATER TABLE ELEVATION SHALL BE MAINTAINED AT LEAST 2

(A.)

FEET BELOW THE BOTTOM OF THE CASING AT ALL TIMES. WHEN NEEDED, DEWATERING MAY BE INITIATED

PRIOR TO ANY EXCAVATION.

MINOR WATER SEEPAGE OR POCKETS OF SATURATED SOIL MAY BE EFFECTIVELY CONTROLLED THROUGH(B.)

BAILING OR PUMPING. THIS CONTROL SHALL BE ACCOMPLISHED WITHOUT REMOVING ANY ADJACENT SOIL

THAT COULD WEAKEN OR UNDERMINE ANY ACCESS PIT, ITS SUPPORTS, OR OTHER NEARBY STRUCTURE.

LARGER VOLUMES OF GROUND WATER SHALL BE CONTROLLED WITH ONE OR MORE WELL POINTS OR WITH STAGED(C.)

DEEP WELLS. WELL POINTS AND STAGED DEEP WELL PUMPING SYSTEMS SHALL BE INSTALLED AND OPERATED

WITHOUT DAMAGE TO PROPERTY OR STRUCTURES, AND WITHOUT INTERFERENCE WITH THE RIGHTS OF THE PUBLIC, OWNERS OF PRIVATE PROPERTY, PEDESTRIANS, VEHICULAR TRAFFIC, OR THE WORK OF OTHER CONTRACTORS. ANY

PUMPING METHODS USED FOR DE-WATERING AND CONTROL OF GROUND WATER AND SEEPAGE SHALL HAVE

PROPERLY DESIGNED FILTERS TO ENSURE THAT THE ADJACENT SOIL IS NOT PUMPED ALONG WITH THE WATER.

WELL DIAMETER, WELL SPACING AND THE PUMP'S PUMPING RATE, SHALL PROVIDE ADEQUATE DRAW DOWN

OF THE WATER LEVEL. WELLS SHALL BE LOCATED TO INTERCEPT GROUND WATER THAT OTHERWISE WOULD ENTER

THE ACCESS PIT EXCAVATION AND INTERFERE WITH THE WORK. UPON REMOVAL OF A WELL, THE HOLE SHALL BE

FILLED AND GROUTED ACCORDING TO THE SPECIFICATIONS IDENTIFIED IN MDOT'S FLOWABLE FILL SPECIAL

PROVISION, AND MDOT'S PLUGGING DRILL HOLES SPECIAL PROVISION.

EXISTING STORM SEWERS SHALL ONLY BE USED TO DISCHARGE WATER FROM THE DEWATERING OPERATION IN(D.)

ACCORDANCE WITH A PERMIT OBTAINED FROM THE APPROPRIATE STORM SEWER OWNER. FILTERS OR SEDIMENT

CONTROL DEVICES SHALL BE REQUIRED TO ENSURE THAT THE EXISTING SYSTEM IS NOT ADVERSELY AFFECTED

BY CONSTRUCTION DEBRIS OR SEDIMENT.

IF GROUTING IS USED TO PREVENT GROUND WATER FROM ENTERING THE AREA OF THE ACCESS PIT, THE(E.)

GROUTING SHALL BE INSTALLED WITHOUT DAMAGE TO PROPERTY OR STRUCTURES AND WITHOUT INTERFERENCE

WITH THE RIGHTS OF THE PUBLIC, OWNERS OF PRIVATE PROPERTY, PEDESTRIANS, VEHICULAR TRAFFIC, OR THE

WORK OF OTHER CONTRACTORS THE MATERIAL PROPERTIES OF THE GROUT SHALL CONFORM TO THE

SPECIFICATIONS IDENTIFIED IN MDOT'S FLOWABLE FILL SPECIAL PROVISION.

2.11 FAILURE

SHOULD ANYTHING PREVENT COMPLETION OF THIS OPERATION, THE REMAINDER OF THE PIPE SHALL BE

CONSTRUCTED BY METHODS APPROVED BY THE ENGINEER / INSPECTOR.

(A.)

ABANDONMENT OF ANY COMPONENT OF THE INSTALLATION SHALL ONLY BE ALLOWED AS APPROVED BY THE(B.)

ENGINEER / INSPECTOR.

2.12 CONTAMINATION

WHEN AN AREA OF COMTAMINATED GROUND IS ENCOUNTERED, ALL OPERATIONS SHALL STOP IMMEDIATELY, AND

SHALL NOT PROCEED UNTIL APPROVED BY THE ENGINEER / INSPECTOR. ANY SLURRY SHALL BE TESTED

FOR CONTAMINATION AND DISPOSED OF IN A MANNER, WHICH MEETS LOCAL, STATE AND / OR FEDERAL REQUIREMENTS.

2.13 BULKHEAD

PIPE ENDS SHALL BE TEMPORARILY SEALED UNTIL THE DRIVE AND RECEIVING SHAFTS ARE MADE PERMANENT OR

OR OTHER MANHOLES ARE INSTALLED, TO PREVENT WATER OF EARTH INFILTRATION.

2.14 WORK SITE RESTORATION

ACCESS PITS AND EXCAVATIONS SHALL BE BACKFILLED WITH SUITABLE MATERIAL, AND IN A METHOD

APPROVED BY THE ENGINEER / INSPECTOR. ANY EMBEDDED SUPPORTS SHALL BE REMOVED TO 10

(A.)

FEET BELOW THE ORIGINAL GROUND SURFACE. THE DISTURBED WORK SITE AREA SHALL BE RESTORED TO

EXISTING GRADES AND ORIGINAL MATERIAL CONDITION.

THE DISTURBED GRASS-SURFACE AREA SHALL BE TOPSOILED, SEEDED, FERTILIZED, MULCHED, AND ANCHORED(B.)

ACCORDING THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTIONS 816 AND 917.

UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL EXCESS(C.)

MATERIALS AND EQUIPMENT FROM THE WORK SITE.

1" = 60'

7 APR 17 PRELIMINARY DESIGN

22 JAN 18 FINAL 100%

26 SEP 18 127 CEV FINAL REVIEW

Civil Engineers

Surveyors

Architects

Engineering

Strong

Communities

Know what's below.

72 hours before you dig.

Call R

E

B

M

P

BENCH MARK No. 1

SET CHISELED "X" N. RIM SAN. MH,

70'± S.E. OF E.B. I-94 EXIT RAMP TO

E.B. ROSSO HWY ON S. SIDE GRAVEL

DRIVE.

ELEVATION: 590.52

BENCH MARK No. 2

CHISELED "X" N.W. CORNER METAL

COMMUNICATION CHAMBER ACCESS

COVER, 75'± E. PF W. PERIMETER

DRIVE, 1300'± N. OF PLATTSBURG.

ELEVATION: 582.57

BENCH MARK No. 3

SET RR SPIKE IN W. FACE OF 25"

COTTONWOOD, 100'± E. OF W.

PERIMETER DRIVE, 550'± N. OF

PLATTSBURG.

ELEVATION: 583.91

BENCH MARK No. 4

SET BENCH TIE NAIL IN N. FACE

UTILITY POLE W/LIGHT ON N. SIDE

PLATTSBURG, E. SIDE W. DRIVE TO

COAST GUARD FITNESS CENTER LOT.

ELEVATION: 582.48

BENCH MARK No. 5

SET CHISELED "SQUARE" ON N.W.

CORNER TRANSFORMER PAD AT N.W.

CORNER PUMP STATION, 100'± W. OF

PLATTSBURG, 100'± E. OF CASTLE.

ELEVATION: 581.20

BENCH MARK LIST

(VRS NAVD88)

SILT FENCE (TYP.)

(SEE DETAIL THIS SHEET)

SACK TYPE INLET FILTER

(SEE DETAIL THIS SHEET)

P

E

R

I M

E

T

A

D

C A

S T

E

IS 2.94 ACRES.

GROSS ACREAGE DISTURBED

NOTE:

NOTE:

THIS PROJECT SHALL BE CONSTRUCTED

IN COMPLIANCE WITH PART 91 OF ACT

451 OF 1994, AS AMENDED. "THE SOIL

EROSION AND SEDIMENT CONTROL ACT"

PARCEL I.D. No. 12-05-100-001

12-05-100-002

12-05-100-003

12-05-251-001

12-05-251-002

12-05-226-003

12-05-226-004

12-06-200-001

12-06-200-002

12-06-400-001

12-07-200-001

12-07-303-001

12-07-400-001

12-08-200-002

12-08-400-001

12-09-300-001

12-09-300-002

12-09-300-003

12-17-101-001

12-18-103-001

12-18-103-002

THERE WILL BE 0.00 ACRES

OF WETLANDS DISTURBED

THE CONTRACTOR SHALL SWEEP ROADS &

PARKING AREAS DAILY AS REQUIRED BY

M.C.O.P.W.C. & S.A.N.G. BASE

RESTORE ALL DISTURBED AREAS WITH

TOPSOIL, SEED & MULCH

DEWATERING IS ANTICIPATED ON THIS PROJECT.

( SEE SPECIFICATIONS & GEOTECHNICAL REPORT )

THE SOIL EROSION CONTACT PERSON WILL BE

PROVIDED WHEN THE CONTRACTOR IS SELECTED

SILT FENCE

LEGEND

SANITARY MANHOLE

SANITARY SEWER

SOIL EROSION QUANTITIES

SILT FENCE 4,968 L.F.

SACK TYPE INLET FILTER 1 EA.

LOCATION MAP

NOT TO SCALE

PROJECT AREA

OPERATION TIME SCHEDULE

INSTALL EROSION CONTROL MEASURES

INSTALL SANITARY SEWER

RESTORATION

REMOVE TEMPORARY EROSION CONTROL MEASURES

MAY

X

X X

X

X

JUN

CONSTRUCTION YEAR: ____

SELFRIDGE

AIR NATIONAL

GUARD BASE

I

G

A

T

I

O

T

H

EN

R

Y B JO

Y

M-59

N

R

I V

S R

IV

E

R R

D

LAKE

ST. CLAIR

N O

R T

H

A

V E

C

R

O

C

K

E

R

D

I

C

K

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N

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MCOPW SOIL EROSION AND SEDIMENTATION

CONTROL NOTES AND MAINTENANCE NOTES

1. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF ACT 451 OF 1994, AS

AMENDED, THE SOIL EROSION AND SEDIMENTATION CONTROL ACT AND THE MACOMB COUNTY

SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE.

2. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO THE STANDARDS

AND SPECIFICATIONS OF THE MACOMB COUNTY PUBLIC WORKS OFFICE.

3. EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE

SITE AND NOT ALLOWED TO COLLECT ON ANY OFF SITE AREAS OR IN WATERWAYS.

WATERWAYS INCLUDE BOTH NATURAL AND MAN MADE OPEN DITCHES, STREAMS, STORM

DRAINS, LAKES, AND PONDS.

4. STAGING THE WORK WILL BE DONE BY THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE

AS DIRECTED IN THESE PLANS AND AS REQUIRED TO ENSURE PROGRESSIVE STABILIZATION OF

DISTURBED EARTH CHANGE.

5. THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR

INSTALLATION AND MAINTENANCE OF SOIL EROSION AND SEDIMENTATION CONTROL DEVICES.

6. THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE SHALL IMPLEMENT AND MAINTAIN THE

SOIL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS BEFORE AND AT ALL TIMES

DURING CONSTRUCTION ON THIS PROJECT. ANY MODIFICATIONS OR ADDITIONS TO SOIL

EROSION CONTROL MEASURES DUE TO CONSTRUCTION OR CHANGED CONDITIONS SHALL BE

COMPLIED WITH AS REQUIRED OR DIRECTED BY THE MACOMB COUNTY PUBLIC WORKS OFFICE.

7. IF ANY OF THE SESC MEASURES ON THE SITE ARE DEEMED INADEQUATE OR INEFFECTIVE, THE

MACOMB COUNTY PUBLIC WORKS OFFICE SESC DIVISION HAS THE RIGHT TO REQUIRE

ADDITIONAL SESC MEASURES AT THE EXPENSE OF THE LANDOWNER.

8. INSTALL SILT FENCE AS INDICATED ON THE PLAN AND AT ADDITIONAL AREAS AS NECESSARY.

A. SILT FENCE SHALL BE INSTALLED PER DETAIL.

B. BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO 1/3 TO 1/2

OF THE HEIGHT OF THE SILT FENCE.

C. IF SILT FENCE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF

EXPECTED USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE SILT FENCE SHALL BE

REPLACED PROMPTLY.

D. SILT FENCE SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS

OF RAINFALL AND DAILY DURING A PROLONGED RAIN EVENT. REQUIRED MAINTENANCE

SHALL BE PROVIDED PROMPTLY.

9. INSTALL INLET FILTER ON ALL PAVEMENT CATCH BASINS PER DETAIL.

A. INLET FILTERS SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24

HOURS OF A RAINFALL, AND DAILY DURING A PROLONGED RAIN EVENT.

B. BUILDUP OF SEDIMENT AND DEBRIS SHALL BE REMOVED PROMPTLY.

C. IF FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF EXPECTED

USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE FABRIC SHALL BE REPLACED

PROMPTLY.

10. INLET SEDIMENT TRAPS AND ALL DITCH SEDIMENT TRAPS SHALL BE INSPECTED DAILY. THE

SEDIMENT PITS SHALL BE CLEANED OUT WHEN HALF FULL, OR AS DIRECTED BY THE MACOMB

COUNTY PUBLIC WORKS OFFICE.

11. ALL STOCKPILED SOILS SHALL BE MAINTAINED IN SUCH A WAY AS TO PREVENT EROSION FROM

LEAVING THE SITE. IF THE STOCKPILE WILL BE ON SITE FOR MORE THAN 30 DAYS, THE

STOCKPILE MUST BE SEEDED. SILT FENCE MUST BE INSTALLED AROUND THE PERIMETER OF

THE STOCKPILE. NO EXCAVATED MATERIAL WILL BE STOCKPILED ON SITE.

12. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH UNWEATHERED SMALL GRAIN

STRAW, SPREAD UNIFORMLY AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE OR 100 POUNDS (2-3

BALES) PER 1000 SQUARE FEET. THIS MULCH SHOULD BE ANCHORED WITH DISC TYPE MULCH

ANCHORING TOOL OR OTHER MEANS AS APPROVED BY THE MACOMB COUNTY PUBLIC WORKS

OFFICE. MULCH MATTING MAY BE USED IN LIEU OF LOOSE MULCH.

13. IF ANY DEWATERING IS NEEDED, IT SHALL BE DISCHARGED THROUGH A FILTER BAG OVER A

WELL VEGETATED AREA. THE PUMP MUST DISCHARGE AT A NON-EROSIVE VELOCITY. IF

NECESSARY, AN APPROVED ENERGY DISSIPATER MAY BE USED. NO DEWATERING IS

ANTICIPATED FOR THIS PROJECT.

14. ALL DIRT TRACKED ONTO ANY ROADWAY SHALL BE REMOVED IMMEDIATELY.

15. STREETS AND OR PARKING AREAS WILL BE SCRAPED ON A DAILY BASIS AND SWEPT AT A

MINIMUM OF ONCE PER WEEK BY THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE.

16. DURING DRY PERIODS, ALL DISTURBED AREAS SHALL BE WATERED FOR DUST CONTROL.

17. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR

ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL

GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. WHEN IT IS NOT POSSIBLE TO

PERMANENTLY STABILIZE A DISTURBED AREA AFTER EARTH CHANGE HAS BEEN COMPLETED

OR WHERE SIGNIFICANT EARTH CHANGE HAS BEEN COMPLETED OR WHERE SIGNIFICANT

EARTH CHANGES ACTIVITY CEASES, TEMPORARY SOIL EROSION CONTROL MEASURES SHALL

BE IMPLEMENTED IMMEDIATELY. ALL TEMPORARY SOIL EROSION CONTROL SHALL BE

MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED. ALL

PERMANENT SOIL EROSION CONTROL MEASURES WILL BE IMPLEMENTED AND ESTABLISHED

BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED.

18. FINAL GRADE, ESTABLISH VEGETATION, AND OR LANDSCAPE ALL DISTURBED AREAS NOT BUILT

OR PAVED UPON.

19. REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER PERMANENT STABILIZATION IS

ESTABLISHED.

SOIL TYPES: Ts .

NAME OF NEAREST WATERCOURSE Irwin Drain .

DISTANCE TO NEAREST WATERCOURSE IN FEET On-Site .

NAME(S) AND PHONE NUMBER(S) FOR THE PERSON(S) RESPONSIBLE FOR THE MAINTENANCE OF ALL

TEMPORARY SOIL EROSION CONTROL MEASURES WILL BE PROVIDED WHEN THE CONTRACTOR

IS SELECTED

NOTE:

THE CONTRACTOR SHALL PROVIDE THE NAME AND NUMBERS OF CONTACTS FOR ALL

TEMPORARY & PERMANENT EROSION CONTROL MEASURES AT THE TIME OF PERMIT.

APPROXIMATE START DATE: .

APPROXIMATE COMPLETION DATE: .

TOTAL ACRES DISTURBED = 2.94 ACRES

I UNDERSTAND MY RESPONSIBILITY OUTLINED UNDER THESE GUIDELINES.

LANDOWNER'S SIGNATURE DATE

SACK TYPE INLET FILTER

(SESC-3)

SILT FENCE (TYP.)

(SEE DETAIL THIS SHEET)

DESCRIPTION

SELFRIDGE AIR NATIONAL GUARD BASE

PART OF SECTION 31 AND PART OF PRIVATE CLAIM 144, TOWN 3 NORTH, RANGE 14 EAST, CHESTERFIELD TOWNSHIP, MACOMB COUNTY, MICHIGAN, ALSO BEING PART OF FRACTIONAL SECTION 6 AND PART OF PRIVATE CLAIMS 172, 693, 129, 144, 145, 195, 147, 146, 150, 194, 242 AND 140, TOWN 2 NORTH, RANGE 14 EAST, HARRISON TOWNSHIP, MACOMB COUNTY, MICHIGAN, DESCRIBED AS:

BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 31, TOWN 3 NORTH, RANGE 14 EAST, THENCE ALONG THE TOWNSHIP LINE COMMON WITH CHESTERFIELD TOWNSHIP AND HARRISON TOWNSHIP, NORTH 87 DEGREES 10 MINUTES 42 SECONDS EAST

1687.57 FEET; THENCE NORTH 00 DEGREES 21 MINUTES 33 SECONDS EAST 1465.47 FEET; THENCE SOUTH 89 DEGREES 38 MINUTES 27 SECONDS EAST 239.42 FEET; THENCE NORTH 02 DEGREES 46 MINUTES 09 SECONDS WEST 1250.27 FEET; THENCE NORTH 86

DEGREES 56 MINUTES 03 SECONDS EAST 797.07 FEET TO THE LINE COMMON WITH THE EAST LINE OF SAID SECTION AND THE WEST LINE OF SAID PRIVATE CLAIM 144; THENCE ALONG SAID LINE, SOUTH 01 DEGREES 25 MINUTES 39 SECONDS WEST 283.13 FEET;

THENCE SOUTH 88 DEGREES 39 MINUTES 21 SECONDS EAST 314.71 FEET; THENCE SOUTH 88 DEGREES 42 MINUTES 24 SECONDS EAST 276.05 FEET; THENCE SOUTH 27 DEGREES 50 MINUTES 39 SECONDS WEST 351.32 FEET; THENCE SOUTH 89 DEGREES 23

MINUTES 46 SECONDS EAST 773.68 FEET TO THE LINE COMMON WITH THE EAST LINE OF SAID PRIVATE CLAIM 144 AND THE WEST LINE OF PRIVATE CLAIM 145; THENCE ALONG SAID LINE, SOUTH 01 DEGREES 33 MINUTES 12 SECONDS WEST 2029.87 FEET TO SAID

TOWNSHIP LINE (ALSO BEING THE SOUTHEAST CORNER OF “SUPERVISOR MINUTES S PLAT NO. 8”, AS RECORDED IN LIBER 18 OF PLATS ON PAGE 19, MACOMB COUNTY RECORDS); THENCE ALONG SAID LINE, NORTH 86 DEGREES 58 MINUTES 18 SECONDS EAST

2641.44 FEET TO THE EASTERLY LINE OF JEFFERSON AVENUE (120 MINUTES WIDE); THENCE ALONG SAID LINE, SOUTH 11 DEGREES 47 MINUTES 32 SECONDS WEST 385.93 FEET; THENCE NORTH 88 DEGREES 42 MINUTES 32 SECONDS EAST 714.00 FEET; THENCE

SOUTH 07 DEGREES 12 MINUTES 32 SECONDS WEST 247.46 FEET; THENCE NORTH 84 DEGREES 20 MINUTES 52 SECONDS EAST 373.08 FEET TO A POINT ON THE MEANDER LINE ALONG THE BANK OF LAKE ST. CLAIR; THENCE ALONG SAID MEANDER LINE THE

FOLLOWING NINETEEN (19) COURSES, SOUTH 18 DEGREES 20 MINUTES 04 SECONDS WEST 492.53 FEET, SOUTH 05 DEGREES 18 MINUTES 43 SECONDS WEST 734.00…