ATT E - Reid and Branch Drain (1).pdf

REID AND BRANCH DRAIN

B R

A N

C H

A

ROAD

CLARKSTON

DARK

LAKE

GREENS

LAKE

ROUND

LAKE

LAKE

SIXTEEN

VOORHEIS

LAKE

ROAD

INDIANWOOD

BALDWIN

SCRIPPS

ROAD

PO

LL

Y A

N N

TR

A

IL

JO

SL

YN

R O

A D

COLE

ROAD

C O

A

TS

R O

A D

LA

IR

D S

TR

E

E T

LONESOME

LAKE

HEATHER

LAKE

TOMMYS

LAKE

ELKHORN

LAKE

SQUARE

LAKE

ROAD

B A

LD

W

IN

R O

A D

HEIGHTS

ROAD

H

ID

D E

N C

R E

E K

D R

IV

E

PLAN INDEX

FILE NO. DESCRIPTION NO.

DR-4628-01 COVER SHEET 1

DR-4628-02 CONTACTS, GENERAL NOTES, AND LINE TYPE LEGEND 2

DR-4628-03 PLAN AND PROFILE - REID DRAIN - STA 0+00 TO STA 35+00 3

DR-4628-04 PLAN AND PROFILE - REID DRAIN - STA 35+50 TO STA 72+50 4

DR-4628-05 PLAN AND PROFILE - BRANCH A - STA 0+00 TO STA 56+50 5

DR-4628-06 CROSS SECTIONS - REID DRAIN - STA 10+22 TO STA 63+11 6

DR-4628-07 CROSS SECTIONS - BRANCH A DRAIN - STA 0+52 TO STA 56+21 7

N

REID AND BRANCH DRAIN

OAKLAND COUNTY WATER RESOURCES COMMISSIONER - JIM NASH

N

AREA MAP

NOT TO SCALE

OAKLAND

COUNTY

SECTIONS 8, & 16-17, T.4 N.-R.10 E.,

ORION TOWNSHIP,

OAKLAND COUNTY, MICHIGAN

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.

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2023C

DUNDEE OFFICE

125 Helle Blvd, Suite 2 Dundee, MI 48131 Tel. 734-823-3308 www.SpicerGroup.com

REID AND BRANCH DRAIN

OAKLAND COUNTY, MICHIGAN

COVER SHEET

RJR

CBS

RVG

RVG 134604SG2023

01 07

MARCH, 2024

NOT TO SCALE DR-4628-01

DR

LOCATION MAP

NOT TO SCALE

PROJECT LOCATION

L:

\P ro j2

3\

SG

_R ei d an d Br an ch

\C

AD

_G

IS

\D R

-4

8-

-0 3_

C S_

N O

TE

S_

SE

SC

.d w g, /1 1/

:4

2:

P M

, R ya n.

R og gi e

PROJECT DATUM

HORIZONTAL: STATE PLANE SOUTH MI '83 2113

VERTICAL: NORTH AMERICAN VERTICAL DATUM '88

- 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 LEGENDABBREVIATIONS

CONTACTS

OAKLAND COUNTY WATER RESOURCES

COMMISSIONER

ATT: JIM NASH

ONE PUBLIC WORKS DRIVE, BUILDING 95 WEST

WATERFORD, MI 48328

PHONE: (248) 858-0958

OAKLAND COUNTY WATER RESOURCES

COMMISSIONER

ATT: GEOFF WILSON, P.E.

ONE PUBLIC WORKS DRIVE, BUILDING 95 WEST

WATERFORD, MI 48328

PHONE: (248) 858-1213

ROAD COMMISSION OF OAKLAND COUNTY

ATT: ANDREA LALONDE

31001 LAHSET ROAD

BEVERLY HILLS, MI 48025

PHONE: (877) 858-4804

ORION TOWNSHIP SUPERVISOR

CHRIS BARNETT

2323 JOSLYN ROAD

LAK ORION, MI 48360

PHONE: (248) 391-0304

SPICER GROUP, INC.

ATT: RICHARD V. GRAHAM, P.E.

125 HELLE BLVD, SUITE 2

DUNDEE, MI 48131

PHONE: (248) 495-2927

SPICER GROUP, INC.

ATT: RYAN J. ROGGIE, P.E.

125 HELLE BLVD, SUITE 2

DUNDEE, MI 48131

PHONE: (814) 790-2635

OWNER

OWNER

ROAD COMMISSION

TOWNSHIP

ENGINEER

ENGINEER

- 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

- 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

- 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

1+00

SB#

- EXISTING DRAINS (OTHER)

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.

ALL WORK SHALL BE CONFINED TO THE RIGHT-OF-WAY OR CONSTRUCTION LIMITS SHOWN ON THE PLANS. ANY WORK OUTSIDE OF THESE LIMITS SHALL BE AGREED TO BY THE CONTRACTOR AND THE LANDOWNER IN WRITING.

RESTORE ALL LAWN AREAS PER SPECIFICATIONS AND PLANS.

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

CONTRACTOR'S EXPENSE.

ALL DRAIN SIDE SLOPES SHALL BE 2H:1V OR FLATTER, UNLESS SPECIFIED OTHERWISE.

THE WORDS "RIGHT SIDE" OR "LEFT SIDE" IMPLY A REFERENCE TO THE DRAIN FACING UPSTREAM.

REMOVE EXISTING FENCES, LANDSCAPING, AND OTHER STRUCTURES IN RIGHT-OF-WAY OR CONSTRUCTION LIMITS

AS-NEEDED FOR CONSTRUCTION. COST TO BE INCLUDED IN SITE CLEARING.

REINSTALLATION OF FENCES MUST BE COORDINATED WITH THE LAND OWNER AT THE LAND OWNER'S EXPENSE, UNLESS

STATED OTHERWISE IN THE PLANS.

ALL SPRINKLER SYSTEMS DAMAGED SHALL BE REPAIRED BY CONTRACTOR. COST OF THE PAY ITEM BEING INSTALLED, UNLESS OTHERWISE NOTED.

CONTRACTOR TO CLEAR TREES WITHIN THE RIGHT-OF-WAY OR CONSTRUCTION LIMITS AS NECESSARY TO CONSTRUCT PROJECT AND LEVEL SPOILS AS SHOWN IN DETAILS. COORDINATE REMOVALS WITH THE ENGINEER/LANDOWNER.

ROADS, DRIVEWAYS AND SIDEWALKS

ALL JOINTS AT INTERSECTION APPROACHES AND DRIVEWAYS SHALL BE SAW-CUT WITH BUTT-JOINTS.

FOR OPEN CUT PAVEMENT REMOVAL, CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT FULL DEPTH PRIOR TO

REMOVAL.

ALL DRIVING SURFACES ARE TO BE RESTORED TO IN-KIND DEPTH AND MATERIAL, UNLESS OTHERWISE SPECIFIED ON

THE PLANS.

PROTECT ALL ROADS NOT SPECIFIED TO BE REMOVED DURING CONSTRUCTION. REPAIR ANY UNAUTHORIZED DAMAGE

AT CONTRACTOR'S EXPENSE.

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.

MATCH EXISTING TYPE FOR CONCRETE CURB AND GUTTER RESTORATION.

CONTRACTOR SHALL REMOVE AND REPLACE ALL STREET AND TRAFFIC SIGNAGE AS NECESSARY FOR CONSTRUCTION.

ALL COST SHALL BE INCLUDED IN THE BID PRICE FOR SITE CLEARING.

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

ACCESS ROAD SHALL BE REPAIRED TO THE OWNER'S SATISFACTION.

ALL WORK WITHIN THE ROAD RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND GENERAL

SPECIFICATIONS OF THE AGENCY WITH JURISDICTION OVER THE ROAD.

MAIL BOXES

CONTRACTOR SHALL REMOVE AND TEMPORARILY RELOCATE ALL EXISTING MAIL BOXES AS NEEDED FOR CONSTRUCTION.

COSTS TO BE INCLUDED IN THE UNIT PRICE BID FOR SITE CLEARING.

ALL TEMPORARILY RELOCATED MAIL BOXES, STREET AND TRAFFIC SIGNS TO BE REINSTALLED TO ORIGINAL LOCATIONS AS CONSTRUCTION ALLOWS. COSTS TO BE INCLUDED IN THE UNIT PRICE BID FOR CLEANUP AND RESTORATION.

UTILITIES

UTILITIES LOCATED IN THE ROAD AND DRAIN RIGHTS-OF-WAY WILL BE RELOCATED BY OTHERS, UNLESS OTHERWISE

NOTED ON THE PLANS.

THE WATER COMMISSIONER'S MINIMUM CLEARANCE STANDARDS SHALL BE MET WHENEVER RELOCATING EXISTING

UTILITIES WITHIN THE DRAIN RIGHT-OF-WAY.

ALL WATER VALVE BOXES SHALL BE ADJUSTED TO FINISHED GRADE. COST SHALL BE INCLUDED IN THE PAY ITEM BEING

INSTALLED.

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

ALL MANHOLE RIMS IN ROADWAYS AND DRIVES SHALL BE ADJUSTED PRIOR TO FINAL PAVING TO BE FLUSH WITH

FINISHED GRADE.

GRADING AROUND MANHOLES/CATCHBASINS, FLARED END SECTIONS, AND OTHER INLETS SHALL BE SMOOTH AND

SHAPED TO PROVIDE POSITIVE DRAINAGE INTO THE INLETS.

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.

CONTRACTOR SHALL CONNECT ANY AND ALL FIELD TILE OUTLETS AND OTHER STORM LEADS TO PROPOSED STORM SEWER WITH PREMANUFACTURED TEES, WYES, GASKETS, SEALS, COUPLERS, BOOTS, ETC. PER SPECIFICATIONS.

SOIL EROSION SEDIMENT CONTROL

ALL RIPRAP MATERIAL SHALL BE APPROVED BY THE ENGINEER. OWNER AND ENGINEER RESERVES THE RIGHT TO

REJECT ANY AND ALL RIPRAP.

CONTRACTOR SHALL FINISH GRADE, SEED, FERTILIZE, AND MULCH DAILY ON ALL DISTURBED AREAS AS DESCRIBED IN

THE SPECIFICATIONS.

BC = BACK OF CURB

BM = BENCH MARK

CB = CATCH BASIN

C/C = CENTER TO CENTER

CJ = CONSTRUCTION JOINT

CL = CENTERLINE

CMP = CORRUGATED METAL PIPE

CONC = CONCRETE

CORR = CORRUGATED

CSP = CORRUGATED STEEL PIPE

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

FES = FLARED END SECTION

FF = FINISH FLOOR

FG = FINISH GROUND

FL = FLOW LINE

FS = FINISH SURFACE

FT = FEET

GALV = GALVANIZED

G = GUTTER

GA = GAUGE

HDG = HOT DIP GALVANIZED

HDPE = HIGH DENSITY POLYETHYLENE

HMA = HOT MIX ASPHALT

HOR = HORIZONTAL

HP = HIGH POINT

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

UG = UNDERGROUND

UNO = UNLESS NOTED OTHERWISE

VERT = VERTICAL

WM = WATER MAIN

WSEL = WATER SURFACE ELEVATION

- BARRIER FREE PARKING

- CONTROL POINT

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.

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2023C

DUNDEE OFFICE

125 Helle Blvd, Suite 2 Dundee, MI 48131 Tel. 734-823-3308 www.SpicerGroup.com

REID AND BRANCH DRAIN

OAKLAND COUNTY, MICHIGAN

CONTACTS, GENERAL NOTES,

LINE TYPE LEGEND

RJR

CBS

RVG

RVG 134604SG2023

02 07

MARCH, 2024

NOT TO SCALE DR-4628-02

DR

L:

\P ro j2

3\

SG

_R ei d an d Br an ch

\C

AD

_G

IS

\D R

-4

8-

-0 3_

C S_

N O

TE

S_

SE

SC

.d w g, /1 1/

:1

0:

P M

, R ya n.

R og gi e

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text M.W.

SA

EX SAN MH #10928

RIM 993.03

NE INV 987.73

W INV 987.78

U N

N A

M E

D D

ITC

H

NO. 01 STA 11+49

LAKE SIXTEEN

REID AND BRANCH DRAIN

BM 207

JO

SLYN RO

AD

0917200003

0916200002

0+00

5+

10+00

15+00

20+00

25+00

30+00

35+00

E LIN

E SEC

TIO

N

W

LIN

E SEC

TIO

N

DITCH

0+

5+

+0

+0

+0

+0

+0

+0

INV 982.01INV 981.80

TOP OF SEDIMENT TOP OF BANK LEFT TOP OF BANK RIGHT

E D

G E

O F

S

IX

TE

E

N L

A K

E

N O

. 0 1-

S

TA

1+

-C

L G

R A

V E

L D

R

IV

E E

X . 4

LI

N F

T O

F 4'

R

IS

E X

2'

S P

A N

C O

N C

. B O

X

C L

U N

N A

M E

D D

IT

C

H

HISTORICAL FLOW LINE

C L

U N

N A

M E

D D

IT

C

H

H G

E L

0.

E

G E

L

3.

H G

E L

1.

E

G E

L

4.

H G

E L

2.

H G

E L

3.

H G

E L

4.

E G

E L

4.

E G

E L

5.

E G

E L

4.

SCALE: 1" = 200'

N

0 40020010010

BENCHMARKS

BM 207 - SET GEAR SPIKE IN NORTHWEST FACE OF WOODEN FENCE

POST IN THE SOUTHWEST CORNER OF ORION OAKS PARK FENCED IN

PROPERTY.

EL 994.21

SECTION 17, T04N-R10E,

ORION TOWNSHIP,

OAKLAND COUNTY, MICHIGAN

EROSION CONTROL TABLE

KEY* FROM

STATION

TO

STATION SIDE DESCRIPTION QTY

0+00 35+00 BOTH SEEDING OF ALL

DISTURBED LUMP SUM

0+00 35+00 BOTH MULCH OF ALL

DISTURBED AREAS LUMP SUM

NOTE: COORDINATE INSTALLATION OF EROSION CONTROL

STRUCTURES WITH ENGINEER PRIOR TO CONSTRUCTION.

LOCATIONS, QUANTITIES, OR TYPES MAY VARY BASED ON FIELD

DECISIONS.

P

T

RIGHT OF WAY

REID AND BRANCH DRAIN - CONFINE WORK WITHIN ROAD RIGHT-OF-WAY

AND/OR DRAIN RIGHT-OF-WAY

NO. 01 - STA 11+49 - 0917200003

EX. 48 LIN FT OF 4' RISE X 12' SPAN CONC BOX

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.

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2024C

DUNDEE OFFICE

125 Helle Blvd, Suite 2 Dundee, MI 48131 Tel. 734-823-3308 www.SpicerGroup.com

REID AND BRANCH DRAIN

OAKLAND COUNTY, MICHIGAN

PLAN AND PROFILE

REID DRAIN

STA 0+00 TO STA 35+00

RJR

CBS

RVG

RVG 134604SG2023

03 07

MARCH, 2024

H:1"=200' V:1"=10' DR-4628-03

DR

M A

TC

H

L

IN

E S

TA

5+

SECTION 16, T04N-R10E,

ORION TOWNSHIP,

OAKLAND COUNTY, MICHIGAN

L:

\P ro j2

3\

SG

_R ei d an d Br an ch

\C

AD

_G

IS

\D R

-4

8-

-0 4_

PP

.d w g, /1

1/

:0 8:

P

M , R ya n.

R og

W

4" C

P P

EX STM CB#10215

RIM 997.64

12" N INV 992.89

EX WELL

NO. 06 STA 62+72

NO. 05 STA 58+54

NO. 04 STA 57+33

NO. 03 STA 48+86

NO. 02 STA 40+86

NO. 08 STA 66+95

41+35 Reid and Branch Drain= 0+00 Branch A N.463170.55 E.13410640.02

EX WELL

UNNAMED LAKE

REID AND BRANCH DRAIN

C O

LE

R

O A

D

BEARDON ROAD

B U

C K

N

ER

R O

A D

CREDITON ROAD

ROBERTSON COURT

BM 200

BM 206

BM 201

0909301029 0909301028

0909301027

0909301022 0909301021 0909301020 0909301019

0909301018

0909301017

0909301012

0909301011

0909301010

0909301001

0908452033

0908452004 0908452002

0908426025

0908426024

0908426023

0908426022

0908426021

0908426020

0908426017

0908426016

0908426012

0908426011

0908426010

0908426005

0908426004

0908426003

0908401027

0909351016

0909351015

0909351014

0909351013

0909351012

0909351010

0909351009

0909351008 0909351007

0909351004

0908476017

0908476016

0908476015

0908476013

0908476012

0908476011

0908476010

0908476009

0908476008

0908476003

0908452064

0908452063

0908452060

0908452067

0908452059 0908452058 0908452055

0908452057

0908452054

0908452046

0908452045

0908452053

0909101008

0908452052

0908452051

0908452050

0908452049

0908477012 0908477011

05 0908476021

0908476020

0908477016

0908477015

0908477014

0908477013

0908452020

0908452018

0908452017

0908452010

0908452009

0908452008 0908452005

0908226017

0908226016

0908226013

0908226012

0908226010

0908401024

0908401022

0908401017

0908401016

0908401015

0908401006

0908426002

+0

40+00 45+00

50+00 55+00

60+00

65+00

70+00

72+01

0+

5+

+0

+5

EX BUILDING

(TYP)

BM 202

BM 203

E X

W A

TE

R

M A

IN

E

X O

H U

TI

LI

TY

B R

A N

C H

A

BR

AN

C H

A

EX FENCE

EX STOP BOX

EX STM CB#10392

RIM 993.10

15" W INV 989.56

12" W INV 991.06

15" E INV 989.46

12" N INV 989.50

N L

IN

E

S E

C

TI

O N

S L

IN

E

S E

C

TI

O N

E LINE SECTION 08

W LINE SECTION 09

NO. 07 STA 64+75

DITCH

C

LA

R K

ST

O

N R

O A

D

+0

+0

+0

+0

+0

+0

+0

+0

+5

TOP OF SEDIMENT

TOP OF BANK LEFT

TOP OF BANK RIGHT

N O

. 0 2-

S

TA

0+

-C

L C

LA

R

K S

TO

N

R O

A D

E X

. 1

L

IN

F T

O F

C M

P

N O

. 0 3-

S

TA

8+

-C

L C

O

LE

R O

A D

E X

. 4

LI

N

F T

O F

R C

P

N O

. 0 4-

S

TA

7+

-C

L B

E A

R D

O N

R O

A D

E X

. 1

L

IN

F T

O F

R C

P

N O

. 0 5-

S

TA

8+

-C

L G

R A

V E

L D

R

IV

E E

X . 2

LI

N F

T O

F

C

M P

N O

. 0 6-

S

TA

2+

-C

L B

U C

K N

E R

R O

A D

E X

. 4

LI

N

F T

O F

R C

P

N O

. 0 7-

S

TA

4+

-C

L

FO

O T

B R

ID

G

E E

X . 3

L

IN

F T

O F

' S

P A

N F

O O

T B

R

ID

G E

LO

W

C H

O R

D N

FV

N O

. 0 8-

S

TA

6+

-C

L

FO

O T

B R

ID

G

E E

X . 5

L

IN

F T

O F

' S

P A

N F

O O

T B

R

ID

G E

LO

W

C H

O R

D N

FV

INV 986.39 INV 986.25 INV 986.60 INV 986.83

INV 990.72 INV 991.15

INV 990.16

INV 990.29 INV 991.24

INV 991.43

HISTORICAL FLOW LINE

STA 63+64

4" CPP TILE

INV 993.62

S

TA

1+

R E

ID

A

N D

B R

A N

C H

D R

A

IN

B

R A

N C

H A

NO HISTORICAL DESIGN

ELEVATION WAS AVAILABLE

E G

E L

5.

E G

E L

6.

E G

E L

7.

H

G E

L

7.

H G

E L

8.

H G

E L

9.

H G

E L

0.

H G

E L

1.

H G

E L

2.

E G

E L

9.

E G

E L

1.

E G

E L

2.

E G

E L

3.

E G

E L

3.

SCALE: 1" = 200'

N

0 40020010050

EROSION CONTROL TABLE

KEY* FROM

STATION

TO

STATION SIDE DESCRIPTION QTY

35+00 72+50 BOTH SEEDING OF ALL

DISTURBED LUMP SUM

35+00 72+50 BOTH MULCH OF ALL

DISTURBED AREAS LUMP SUM

NOTE: COORDINATE INSTALLATION OF EROSION CONTROL

STRUCTURES WITH ENGINEER PRIOR TO CONSTRUCTION.

LOCATIONS, QUANTITIES, OR TYPES MAY VARY BASED ON FIELD

DECISIONS.

P

T

RIGHT OF WAY

REID AND BRANCH DRAIN - CONFINE WORK WITHIN ROAD RIGHT-OF-WAY

AND/OR DRAIN RIGHT-OF-WAY.

NO. 02 - STA 40+86 - CLARKSTON ROAD

EX. 104 LIN FT OF 48" CMP

NO. 03 - STA 48+86 - COLE ROAD

EX. 48 LIN FT OF 48" RCP

SEE SHEET 05

M A

TC

H

L

IN

E S

TA

5+

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.

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2024C

DUNDEE OFFICE

125 Helle Blvd, Suite 2 Dundee, MI 48131 Tel. 734-823-3308 www.SpicerGroup.com

REID AND BRANCH DRAIN

OAKLAND COUNTY, MICHIGAN

PLAN AND PROFILE

REID DRAIN

STA 35+50 TO STA 72+50

RJR

CBS

RVG

RVG 134604SG2023

04 07

MARCH, 2024

H:1"=200' V:1"=10' DR-4628-04

DR

NO. 04 - STA 57+33 - BEARDON ROAD

EX. 128 LIN FT OF 36" RCP

NO. 05 - STA 58+54 - 0908452068

EX. 20 LIN FT OF 42" CMP

NO. 06 - STA 62+72 - BUCKNER ROAD

EX. 40 LIN FT OF 30" RCP

NO. 07 - STA 64+75 - 0908426020

EX. 3 LIN FT OF 13' SPAN FOOT BRIDGE

NO. 08 - STA 66+95 - 0908426023

EX. 5 LIN. FT. OF 19' SPAN FOOT BRIDGE

BENCHMARKS

BM 200 - SET GEAR SPIKE IN NORTH FACE OF A POWER POLE ±412'

EAST OF CENTERLINE OF BEARDON ROAD AND ±51' SOUTH

OF CENTERLINE OF CLARKSTON ROAD.

EL 989.60

BM 201 - CHISELED "X" ON WEST END OF 12" CMP CULVERT AT

DRIVEWAY OF HOUSE 2684 COLE ROAD.

EL 991.32

BM 202 - SET GEAR SPIKE IN WEST FACE OF POWER POLE ±21' EAST

OF CENTERLINE OF BEARDON ROAD AND ±15' NORTH OF

CENTERLINE OF DRIVEWAY OF HOUSE 680 BEARDON ROAD.

EL 995.07

BM 203 - SET GEAR SPIKE IN NORTH FACE OF POWER PO.LE ±14'

SOUTH OF CENTERLINE OF BUCKNER ROAD AND ±33' WEST

OF CENTERLINE OF DRIVEWAY OF HOUSE 2740 BUCKNER

ROAD.

EL 997.52

BM 206 - SET GEAR SPIKE IN NORTH FACE OF POWER POLE ±18'

WEST OF CENTERLINE OF BEARDON ROAD AND ±30' SOUTH

OF CENTERLINE OF CLARKSTON ROAD

EL 994.21

SECTION 17, T04N-R10E,

ORION TOWNSHIP,

OAKLAND COUNTY, MICHIGAN

SECTION 08, T04N-R10E,

ORION TOWNSHIP,

OAKLAND COUNTY, MICHIGAN

SECTION 09, T04N-R10E,

ORION TOWNSHIP,

OAKLAND COUNTY, MICHIGAN

L:

\P ro j2

3\

SG

_R ei d an d Br an ch

\C

AD

_G

IS

\D R

-4

8-

-0 4_

PP

.d w g, /1

1/

:0 9:

P

M , R ya n.

R og

0908452037 0908452036

0908452032

0908452026 0908451033

0908451032

0908451030

0908451029

0908451026

0908451025

0908451024

0908451016

0908451015

0908451014

0908452065

0908452064

0908452063

0908452061

0908452066

0908452045

0908452044

0908452043 0908452042

0908452041 0908452040 0908452038

0908452053

0908452052

0908477012

0908477011

0908477010

0908477007

0908477005

0908477015

0908477013

0908452025

0908452010

0908376015 0908376014

W

SA

W

0+00 Branch A= 41+50 Reid Drain

N.463170.55 E.13410640.02

EX STM CB#10770

RIM 996.51

12" W INV 995.31

EX SAN MH 10630

RIM 996.72

15" N INV 994.15

15" SW INV 994.05

15" E INV 994.20

EX STM CB#20383

RIM 994.43

12" W INV 993.02

12" E INV 993.02

15" E INV 991.30

EX STM CB#20306

RIM 995.01

15" W INV 990.91

15" E INV 990.86

EX STM CB#10392

RIM 993.10

15" W INV 989.56

12" W INV 991.06

15" E INV 989.46

12" N INV 989.50 EX STM CB#22021

RIM 996.16

12" W INV 995.04

EX STM CB#10450

RIM 997.75

48" S INV 992.44

15" NW INV 992.60

48" N INV 992.44

15" NE INV 992.95

NO. 09 STA 1+23

NO. 10 STA 6+97

NO. 11 STA 13+02

NO. 12 STA 14+15

NO. 13 STA 18+52 NO. 14 STA 19+16

NO. 15 STA 19+72

40+00

+0

CLARKSTON ROAD

B

EA

R

D O

N R

O A

D

BRANCH A

BM 200

BM 206

EX OH UTILITY

0+00

5+00 10+00

15+00 20+00

+0

+0

BM 205

LA

IR

D S

TR

E

E T

H

ID

D E

N C

R E

E K

D R

IV

E

EX 20 LIN FT OF 12" CPP

E INV 994.94

W INV 995.20

EX BUILDING (TYP)

FLAG POLE

EX WATERMAIN

MANHOLE AND

FIRE HYDRANT

EX SAN MH #10447

RIM 997.49

NE INV 992.51

W INV 988.80

S INV 988.73

EX WATERMAIN

STOP BOX (TYP)

EX TREES

EX STM CB#22016

RIM 996.46

12" E INV 995.16

12" W INV 995.01

UNNAMED DITCH

U N

N

AM

ED

D

ITC

H

48" RCP

INV. 992.53

15" RCP

INV. 994.61

15" RCP

INV. 994.01

0908100006

0908452002

0908451023 09084510220908451021

0908451020

0908451019

0908451008

0908451002

0908451001

0908401027

0908401026

0908401025

0908452046 0908452051

0908452050

0908452049

0908452048

0908401024

0908401023

0908401022

0908401017

0908401016

0908401015

0908401006

0908401001

0908376021

0908376006 0908326010 0908326009

0908251003

0908251001

EX STM CB#10791

RIM 1002.07

18" W INV 997.08

18" E INV 996.93

EX STM CB#10792

RIM 999.60

24" W INV 996.52

24" E INV 996.07

NO. 16 STA 42+38

NO. 17 STA 46+86

CREDITON ROAD

0908376015

0908376014

BRANCH A

+5

30+00

35+00 40+00

45+00

50+00

+0

LAIRD STREET

B U

C K

N E

R R

O A

D

BM 204

EX POST (4)

EX FENCE

U N

N A

M E

D D

IT

C

H

0+

5+

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+5

N O

. 0 9-

S

TA

+2

3- C

L G

R A

V E

L D

R

IV

E E

X . 4

LI

N F

T O

F

C

M P

N O

. 1 0-

S

TA

+9

7- C

L B

IT

U

M

IN

O U

S D

R

IV

E E

X . 4

LI

N F

T O

F 6"

C M

P

N O

. 1 1-

S

TA

3+

-C

L B

IT

U

M

IN

O U

S D

R

IV

E E

X . 4

LI

N F

T O

F

C

M P

N O

. 1 2-

S

TA

4+

-C

L B

IT

U

M

IN

O U

S D

R

IV

E E

X . 2

LI

N F

T O

F

C

M P

N O

. 1 3-

S

TA

8+

-C

L B

IT

U

M

IN

O U

S D

R

IV

E E

X . 2

LI

N F

T O

F

C

M P

N O

. 1 4-

S

TA

9+

-C

L B

IT

U

M

IN

O U

S D

R

IV

E E

X . 2

LI

N F

T O

F

C

M P

N O

. 1 5-

S

TA

9+

-C

L G

R A

V E

L D

R

IV

E E

X . 2

LI

N F

T O

F

C

M P

N O

. 1 6-

S

TA

2+

-C

L B

U C

K N

E R

R O

A D

E X

. 4

LI

N

F T

O F

R C

P

N O

. 1 7-

S

TA

6+

-C

L N

A

TI

V E

D R

IV

E

L

IN

F

T O

F

R

C P

6" C

M P

RIM EL 993.10

RIM EL 995.01

RIM EL 994.43

15" W INV 988.82

15" E INV 989.45

15" W INV 989.57

15" E INV 990.85

15" W INV 990.91

15" W INV 991.30

12" W INV 993.05

12" W INV 993.08

15" W INV 994.41

15" E INV 994.21

15" SW INV 994.01

48" S INV 992.53

12" E INV 993.91INV 988.66

INV 988.95

INV 993.25 INV 993.81

INV 994.14

INV 994.55

INV 994.16

INV 994.01

INV 994.57

INV 994.40

INV 994.38

INV 994.42

INV 994.62

INV 994.66

INV 995.87

INV 996.08 INV 996.35

INV 995.46

RIM EL 996.72

12" E INV 991.72

12" E INV 994.46

12" E INV 994.59

12" E INV 994.80

EX 12" STM SWR

EX 15" STM SWR

12" W INV 991.10

EX 12" STM SWR

S

TA

6+

-C

L U

N N

A M

E D

D

IT

C H

S

TA

9+

-C

L U

N N

A M

E D

D

IT

C H

S

TA

2+

-C

L U

N N

A M

E D

D

IT

C H

S

TA

+3

9- C

L B

E A

R D

O N

R O

A D

12" W INV 995.77

S

TA

5+

-C

L

LA

IR

D

S

TR

E E

T

S

TA

1+

-C

L H

ID

D

E N

C R

E E

K D

R

IV

E

TOP OF SEDIMENT

TOP OF BANK LEFT TOP OF BANK RIGHT

HISTORICAL FLOW LINE

CL CLARKSTON

ROAD

S

TA

+0

0- R

E

ID

A N

D B

R A

N C

H D

R A

IN

E

G E

L

6.

H G

E L

8.

E G

E L

1.

E G

E L

9.

E G

E L

4.

E G

E L

4.

E G

E L

4.

E G

E L

5.

E G

E L

5.

E G

E L

5.

E G

E L

4.

E G

E L

6.

E G

E L

6.

H G

E L

0.

H G

E L

1.

H G

E L

1.

H G

E L

2.

H G

E L

2.

H G

E L

3.

H G

E L

3.

H G

E L

4.

H G

E L

4.

H G

E L

5.

H G

E L

5.

SCALE: 1" = 200'

N

0 40020010050

BENCHMARKS

BM 200 - SET GEAR SPIKE IN NORTH FACE OF A POWER POLE ±412'

EAST OF CENTERLINE OF BEARDON ROAD AND ±51' SOUTH

OF CENTERLINE OF CLARKSTON ROAD.

EL 989.60

BM 204 - FOUND GEAR SPIKE IN NORTH FACE OF POWER POLE ±18'

OF SOUTH OF CENTERLINE OF BUCKNER ROAD AND ±39'

EAST OF CENTERLINE OF DRIVEWAY OF HOUSE 2999

BUCKNER ROAD.

EL 1000.84

BM 205 - "X" ON SOUTHERNMOST MOUNTING BOLT ON FIRE HYDRANT

±33' SOUTH OF CENTERLINE OF CLARKSTON ROAD AND ±48'

EAST OF CENTERLINE OF DRIVEWAY OF HOUSE 2930

CLARKSTON ROAD AND ±214' WEST OF CENTERLINE OF

LAIRD ROAD.

EL 997.36

BM 206 - SET GEAR SPIKE IN NORTH FACE OF POWER POLE ±18'

WEST OF CENTERLINE OF BEARDON ROAD AND ±30' SOUTH

OF CENTERLINE OF CLARKSTON ROAD

EL 994.45

SECTION 08, T04N-R10E,

ORION TOWNSHIP,

OAKLAND COUNTY, MICHIGAN

EROSION CONTROL TABLE

KEY* FROM

STATION

TO

STATION SIDE DESCRIPTION QTY

0+00 56+50 BOTH SEEDING OF ALL

DISTURBED LUMP SUM

0+00 56+50 BOTH MULCH OF ALL

DISTURBED AREAS LUMP SUM

NOTE: COORDINATE INSTALLATION OF EROSION CONTROL

STRUCTURES WITH ENGINEER PRIOR TO CONSTRUCTION.

LOCATIONS, QUANTITIES, OR TYPES MAY VARY BASED ON FIELD

DECISIONS.

P

T

RIGHT OF WAY

REID AND BRANCH DRAIN CONFINE WORK WITHIN ROAD RIGHT-OF-WAY AND

OR DRAIN RIGHT-OF-WAY

NO. 09 - STA 1+23 - 0908477012

EX. 40 LIN FT OF 15" CMP

NO. 10 - STA 6+97 - 0908452053

EX. 44 LIN FT OF 6" CMP

MATCH LINE STA 30+00

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.

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2024C

DUNDEE OFFICE

125 Helle Blvd, Suite 2 Dundee, MI 48131 Tel. 734-823-3308 www.SpicerGroup.com

REID AND BRANCH DRAIN

OAKLAND COUNTY, MICHIGAN

PLAN AND PROFILE

BRANCH A

STA 0+00 TO STA 56+50

RJR

CBS

RVG

RVG 134604SG2023

05 07

MARCH, 2024

H:1"=200' V:1"=10' DR-4628-05

DR

SCALE: 1" = 200'

N

0 40020010050

SECTION 08, T04N-R10E,

ORION TOWNSHIP,

OAKLAND COUNTY, MICHIGAN

M A

TC

H

L

IN

E S

TA

0+

SEE SHEET 04

S E

E S

H E

E T 0

NO. 11 - STA 13+02 - 0908452066

EX. 44 LIN FT OF 12" CMP

NO. 12 - STA 14+15 - 0908452066

EX. 28 LIN. FT. OF 12" CMP

NO. 13 - STA 18+52 - 0908451014

EX. 24 LIN FT OF 12" CMP

NO. 14 - STA 19+16 - 0908451013

EX. 24 LIN FT OF 12" CMP

NO. 15 - STA 19+72 - 0908451013

EX. 20 LIN FT OF 12" CMP

NO. 16 - STA 42+38 - BUCKNER ROAD

EX. 48 LIN FT OF 30" RCP

NO. 17 - STA 46+86 - 908401001

EX. 16 LIN FT OF 12" RCP & 36" CMP

L:

\P ro j2

3\

SG

_R ei d an d Br an ch

\C

AD

_G

IS

\D R

-4

8-

_P P_

BR

AN

C H

.d w g, /1 1/

:1

9:

P M

, R ya n.

R og

63+11

0 10 20 30 40 500-10-20-30-40-50

58+34

0 10 20 30 40 500-10-20-30-40-50

51+98

0 10 20 30 40 500-10-20-30-40-50

49+57

0 10 20 30 40 500-10-20-30-40-50

44+45

0 10 20 30 40 500-10-20-30-40-50

34+55

0 10 20 30 40 500-10-20-30-40-50

24+05

0 10 20 30 40 500-10-20-30-40-50

16+90

0 10 20 30 40 500-10-20-30-40-50

13+43

0 10 20 30 40 500-10-20-30-40-50

41+99

0 10 20 30 40 500-10-20-30-40-50

28+60

0 10 20 30 40 500-10-20-30-40-50

10+22

0 10 20 30 40 500-10-20-30-40-50

EX FL EL 983.52

EX FL EL 983.81

EX FL EL 983.68

EX FL EL 985.18

EX FL EL 984.58

EX FL EL 985.38

EX FL EL 986.84

EX FL EL 987.28

EX FL EL 989.47

EX FL EL 990.66

EX FL EL 991.73

EX FL EL 991.70

EX GRADE

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

HISTORICAL FLOW LINE

EL 980.51

HISTORICAL FLOW LINE

EL 981.18

HISTORICAL FLOW LINE

EL 981.91

HISTORICAL FLOW LINE

EL 982.59

HISTORICAL FLOW LINE

EL 983.86

HISTORICAL FLOW LINE

EL 986.91

HISTORICAL FLOW LINE

EL 987.28

HISTORICAL FLOW LINE

EL 988.28

HISTORICAL FLOW LINE

EL 989.72

HISTORICAL FLOW LINE

EL 990.45

HISTORICAL FLOW LINE

EL 991.38

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

S

TA

1+

C

H A

IN

L

IN

K

FE

N

C E

S

TA

1+

S

A N

IT

A

R Y

M A

N H

O

LE

S

TA

1+

W

A

TE

R M

A

IN

S

TO

P B

O X

S

TA

5+

FE

N C

E

S

TA

5+

B

U

IL

D

IN

G

S

TA

8+

P

O W

E R

P O

LE

S

TA

9+

G

U Y

A N

C H

O R

(2

S

TA

8+

FE

N C

E

S

TA

9+

P

O W

E R

P O

LE

S

TA

1+

B

U

IL

D

IN

G

S

TA

1+

B

U

IL

D

IN

G S

TA

1+

B U

IL

D

IN

G

S

TA

5+

P

O W

E R

P O

LE

S

TA

8+

P

O W

E R

P O

LE

S

TA

0+

P

A

TI

O A

R E

A

S

TA

9+

W

E

LL

S

TA

0+

B

U

IL

D

IN

G

S

TA

1+

FE

N C

E

S

TA

1+

B

U

IL

D

IN

G

S

TA

4+

FE

N C

E

S

TA

4+

B

U

IL

D

IN

G

S

TA

1+

B

U

IL

D

IN

G

4' DRAIN

BOTTOM

1.5

4' DRAIN

BOTTOM

4' DRAIN

BOTTOM

1.5

4' DRAIN

BOTTOM

4' DRAIN

BOTTOM

1.5

4' DRAIN

BOTTOM

4' DRAIN

BOTTOM

1.5

4' DRAIN

BOTTOM

1.5

4' DRAIN

BOTTOM

1.5

4' DRAIN

BOTTOM

1.5

4' DRAIN

BOTTOM

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.

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2024C

DUNDEE OFFICE

125 Helle Blvd, Suite 2 Dundee, MI 48131 Tel. 734-823-3308 www.SpicerGroup.com

REID AND BRANCH DRAIN

OAKLAND COUNTY, MICHIGAN

CROSS SECTIONS

REID DRAIN

STA 10+22 TO STA 63+11

RJR

CBS

RVG

RVG 134604SG2023

06 07

MARCH, 2024

1"=10' DR-4628-06

DR

06R

Y A

N .R

O G

G

IE

L:

\P ro j2

3\

SG

_R ei d an d Br an ch

\C

AD

_G

IS

\D R

-4

8-

_0 7_

XS

.d w g, /1

1/

:0 7:

P

M , R ya n.

R og

0+52

0 10 20 30 40 500-10-20-30-40-50

12+70

0 10 20 30 40 500-10-20-30-40-50

22+11

0 10 20 30 40 500-10-20-30-40-50

27+06

0 10 20 30 40 500-10-20-30-40-50

32+15

0 10 20 30 40 500-10-20-30-40-50

44+43

0 10 20 30 40 500-10-20-30-40-50

51+13

0 10 20 30 40 500-10-20-30-40-50

56+21

0 10 20 30 40 500-10-20-30-40-50

42+78

0 10 20 30 40 500-10-20-30-40-50

41+98

0 10 20 30 40 500-10-20-30-40-50

36+77

0 10 20 30 40 500-10-20-30-40-50

47+38

0 10 20 30 40 500-10-20-30-40-50

HISTORICAL FLOW LINE

EL 988.38

HISTORICAL FLOW LINE

EL 991.64

HISTORICAL FLOW LINE

EL 992.38

HISTORICAL FLOW LINE

EL 992.80

HISTORICAL FLOW LINE

EL 993.29

HISTORICAL FLOW LINE

EL 993.75

HISTORICAL FLOW LINE

EL 994.22

HISTORICAL FLOW LINE

EL 994.22

HISTORICAL FLOW LINE

EL 994.30

HISTORICAL FLOW LINE

EL 994.74

HISTORICAL FLOW LINE

EL 995.58

EX FL EL 988.16

EX FL EL 994.69

EX FL EL 993.31

EX FL EL 995.00

EX FL EL 995.89

EX FL EL 995.57

EX FL EL 995.97

EX FL EL 995.95

EX FL EL 995.30

EX FL EL 995.36

EX FL EL 995.66

EX FL EL 996.65

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

EX GRADE

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

D R

A

IN

C L

E D

G E

B

IT

C L

R O

A D

E D

G E

B

IT

C L

R O

A D

S

TA

6+

S

IG

N

S (2

S

TA

3+

S

TO

P B

O X

S

TA

5+

S

TO

P

B O

X S

TA

5+

S

IG

N

S

TA

5+

F

IR

E

H Y

D S

TA

5+

W A

TE

R

M A

N H

O

LE

S

TA

6+

G

U Y

A N

C H

O R

S

TA

0+

S

TO

P

B O

X

S

TA

5+

G

U Y

A N

C H

O R

(2

S

TA

5+

P

O W

E R

P O

LE

S

TA

7+

P O

W E

R P

O

LE

S

TA

6+

S

IG

N

A N

D P

O W

E R

P O

LE

S

TA

8+

S

TO

P B

O X

S

TA

9+

P

O W

E R

P O

LE

S

TA

9+

P O

W E

R P

O

LE

S

TA

0+

P

O W

E R

P O

LE

3' DRAIN

BOTTOM

1.5

3' DRAIN

BOTTOM

1.5

3' DRAIN

BOTTOM

1.5

3' DRAIN

BOTTOM

1.5

3' DRAIN

BOTTOM

1.5

3' DRAIN

BOTTOM

1.5

3' DRAIN

BOTTOM

1.5

3' DRAIN

BOTTOM

1.5

3' DRAIN

BOTTOM

3' DRAIN

BOTTOM

3' DRAIN

BOTTOM

1.5

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.

BY MARK REVISIONS DATE

C

DE. BY:

DR. BY:

STDS.

SCALE

DATE

CH. BY:

APP. BY:

SHEET

FILE NO.

OF

PROJECT NO.

2024C

DUNDEE OFFICE

125 Helle Blvd, Suite 2 Dundee, MI 48131 Tel. 734-823-3308 www.SpicerGroup.com

REID AND BRANCH DRAIN

OAKLAND COUNTY, MICHIGAN

CROSS SECTIONS

BRANCH A DRAIN

STA 0+52 TO STA 56+21

RJR

CBS

RVG

RVG 134604SG2023

07 07

MARCH, 2024

1"=10' DR-4628-07

DR

L:

\P ro j2

3\

SG

_R ei d an d Br an ch

\C

AD

_G

IS

\D R

-4

8-

_0 7_

XS

.d w g, /1

1/

:0 7:

P

M , R ya n.

R og