Full record / 07 Meldrum Rd. Topo and Pavement.pdf

07 Meldrum Rd. Topo and Pavement.pdf

Lauren Willey Petitioner V Township Of Chesterfield Respondent · 26-002573-TT

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Page 1

NWB

500

10- 86t

V. & 

W- TOP

580. 27

i "

iNV, N, 8S. 573. 77

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EXSAN, MH.

MH, 

h

TAP

578. 56

TOP

578.00

gg

10" INV. N. 8S. 567. 21

10" INV. N,B S. 566. 32

TOP

578. 23

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h

10' YNV, N.B S. 565.08

h

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LOT

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MELDRUM

RD. 

10

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h12"

INV.s. 5sa.2o

0

0

30 FT. WD. 

hti

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TOP

4,

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ARROW

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ELEV. 580. 85

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i

G®•

U. S. G. S. DATUM

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EXISTING

MELDRUM

ROAD

SALT

RIVER

r

t

SCALE

J

gyp•, 

t 

i

NOTE

C `

y

PROPOSED

MELDRUM

RD, TO

REMAIN

ASPHALT.

PRIVATE

AT

THISTIME10

cc

0

PROPOSED

ASPHALT

SHADED )

PROP. 

CONC. 

WALKh1

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00

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v 

91.496. 

0

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900

9

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578.4

ELEV. 

v

2

4. 00

contractor shall obtain and

for Perini

1

3100

1

1 

1g

1

g 

h

and all

necessary

fees) from

M a1ca 

County'

U.S. 

DATUM

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Works Cam.

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6

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AVEL

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f1;?T" any c0#1$ truCt'

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HYD. T0withinE3tl>

Prl

PROP aITCH

so. 

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being dyne

COunty Public

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Right- of- way

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24' - 

12" C.M

W/ END SE

i

S

ZEXHTING

GRAVEL

DRIVE

I

TYP. EAc

D . ) 

PROPOSED

MELDRUM

R

AD

I

PROP. 

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p

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al

CD

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iy

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4' 

S

120' DITCH 

Obu36%

90' Di

CH ! 

0. 2°/. 

100' 

DIT

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0. 2% °. 

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DITCH ! 

0.2°ie

120' DITCDI

CH 8 ).

2% 

I

PROP, WEST

DITCH

ROFILE

7

04 :04

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ATION

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END

ASPHALT

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Di

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N 

582.72

ty

ty

29

270 t 0.2% 

PROFILE

CALF

350' 4 0,2

0

1" 

5' VER".

PROP. P

VEMENT

PROFILE

I" 

40' HO RIZ.

0

1t1 IC

ALLC. M. P. PROP.

580

1

P

OP. DITCH 60, /.

V IL

1AJ41 J.

12" C M. P. 

12" C.M.P. 

12" 

C. M. P. 

12" 

C. M. 

r

I2" 

M. P. 

t2.. c• _ 

12

C. M. P. 

12" c rl. 

T H 0 , P S O N

m

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N

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12

C.M. P. 

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C',

N

r

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Off

p

Q, 

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M

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2

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F_ 

f- 

f

PROP. EAST

DITCH

PROFILE

U? to

F

s1

W) 

W

o

3

Z

3

Z

Z

Z

Z

Z

Z

Z ! 

Z

Z

Z

MELDR

M

RD. T

PO

PAVEMENT

Z, 

a

ivI

30' 

30' 

i

RewsroNs

LEHNER ASSOCIATES, I nc:

t

o se '-

6- 88

PROPHR. O. W. 

PROP. 

PAVE. 

PROP.

T

6

24'

06- 28- 88 / 

REV. 

M. T. 

CONSULTING

ENGINEERS

S SURVEYORS

gMvrN

PROP.

REV./ 

PER A. E. W./ 8- 8- 88/ J.M. L. 

22900 WELLINGTON CRESCENT

J. M. L.

CORRUGATED META' PIPE SPECIFICATION

1

l

CONC. 

WALK

Os- tB- as- Retoc.

Ex. t • N`/. 

M•T. 

MT. CLEMENS,

MICHIGAN

48043

CHECKED

313) 483- 4594

D 2

JOB NO.

y

Al l corrugated ," metal pipe used in conjunction

with a drain in Macomb

BF

Y

Q 

88- 82

County shall sleet the following specifications:-

3" SITUkpNOU$ 

ALT

RIVERPOINTE

CONDOMINIUMS

ET NO.

Helically corrugate, gontio

s

seam, 

wetat pipe with r+e- rot ted ends

i) °

and water tight bands

I( Hllgger or equal). • If a tap to an open drain

2', 

8"- 22 A GRAVEL

2.- 

X0.482. 7m

is involved, a flared

end- section shall

be required. 

GRAVEL

SHOULDER

ry 1

cst"

Poore

PART

OF LOT 58, ' S. P. NO. 3'

Any deviation from this specification shah require written perieission

1 Y

9{

from the Township

sneer. 

PART

OF

P. C. 342, T. 3N, 

R. IIE. 

OF 

d

T S

CHESTERFIELD

TWP„ 

MA

MB

CO„ MiCH,

Eng

PR. Q

UM_ RDCR•OSS- SECTIO N_

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