103rd_st_plan_C_00_PP01_779-06-C901_2016-07-14.pdf

REV. NO. DATE REVISION DESCRIPTION BY APVD

APVD

CHK

DR

DSGN This Design Prepared For MMSD By:

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY.

0" 1"

VERIFY SCALES MILWAUKEE METROPOLITAN SEWERAGE DISTRICT

W01001C01

MMSD FILE:

CONTRACT:

DATE:

SHEET:

DRAWING NO.:

McCARTHY

METROPOLITAN SEWERAGE DISTRICT.

AUTHORIZATION OF THE MILWAUKEE

PROJECT WITHOUT THE WRITTEN

WHOLE OR IN PART, FOR ANY OTHER

SERVICE AND IS NOT TO BE USED, IN

AN INSTRUMENT OF PROFESSIONAL

DESIGNS INCORPORATED HEREIN IS

THIS DOCUMENT AND THE IDEAS AND

REUSE OF DOCUMENTS

PARTNERS FOR A CLEANER ENVIRONMENT

UNDERWOOD CREEK

WATERCOURSE

JULY 15, 2016

TECCA

KURTZ

HENK

10+00 11+00 12+00

N

10+00 11+00 12+00

VERT. 1"=2’

HORZ. 1"=10’

EXIST. STORM MH.

CHANNEL

EXIST. CONC.

WALL

RETAINING

PROP.

CONC. CHANNEL

CREEK EXIST.

UNDERWOOD

PLAN SHEETS)

(SEE USACE

WITH STONE

PROP. CHANNEL

WALL

PROP. RETAINING

LINE

REFERENCE

PROFILE AT

78 L.F. @ 0.0300’/’

CULVERT PIPE

PROP. 4’x8’ CONCRETE BOX

120 L.F. @ 0.0120’/’

SWALE CENTERLINE

PROP. PROFILE AT

0 5 10 20

1"=10’

W E

S T F

IS

H E

R P

A R

K W

A Y

N. 103RD STREET

P /L

PAVEMENT

EXIST. ASPHALT

R /W

LEGEND

SIDES OF SWALE)

CONSTRUCTION (TYP., BOTH

AS NEEDED TO FACILITATE

CLEAR AND GRUB SIDE SLOPES

REFERENCE LINE

U N

D E

R W

O O

D C

R E

E K

GARAGE

R /W

LINE (TYP.)

RIGHT OF WAY

P/L

.0

GARAGE

SIDE SLOPE

EXIST. CONCRETE

LINE (TYP.)

PROPERTY

P/L

103RD STREET OUTFALL

95.0’

PROFILE

PLAN

X

X

BE BURIED

RETAINING WALL TO

DECORATIVE STONE

(SEE USACE PLAN SHEETS)

APPROXIMATE STONE LAYER

SWALE CENTERLINE

685.00

683.92

685.10 685.08685.10

685.17

685.00

684.00

685.00

682.97 683.21 683.45 683.68

PLAN SHEETS

WALL. SEE USACE

PROP. RETAINING

EXIST. CONC.

WAUWATOSA, WI 53226

10301 W. FISHER PARKWAY

EXIST. CONC.

685.00

SWALE ELEVATIONS

PROPOSED FINISHED

PROPOSED CONTOUR

EXISTING CONTOUR

SWALE CENTERLINE

TREE REMOVAL

FLOW DIRECTION

LINE TO REMAIN

ALONG PROPERTY

CHAIN LINK FENCE

EXIST. ASPHALT

MANHOLE

EXIST. STORM

WAUWATOSA, WI 53226

10225 W. FISHER PARKWAY

41.7 L.F. @ 0.0218’/’+/-

EXIST. 4’x8’ CONC. BOX

NOTES:

SPECIFICATIONS

ABANDON PER

BULKHEAD AND

EXIST. 12" CMP

(TYP.)

NEEDED TO FACILITATE CONSTRUCTION

EXIST. BARRICADE SHALL BE REMOVED AS

SEE NOTE 8

HANDRAIL

12" MIN.

36" MIN.

18" MIN.

C

C

C

C

C902

C902

C902

C902

C902

FOR CONTINUATION

SEE USACE PLANS

C901

SEE NOTE 9

CLAY DAM

2’ WIDE

AT CONNECTION

CONCRETE COLLAR

’x S

IN

V .5

’x N

IN

V .5

R

IM

.8

S T

A

E X

IS

T

IN

G M

A N

H O

L E

’x S

IN

V .6

’x N

IN

V .6

S T

A

S T

O R

M C

O N

N E

C T

IO

N

IN

V .5

S E

C T

IO

N

’x S E

N D

’x N

IN

V .2

S T

A

S T

O R

M O

U T F

A L L

IN

V .2

S E

C T

IO

N

’x N E

N D

S T

A

S E

C T

IO

N

S T

O R

M E

N D

CREEK CHANNEL

UNDERWOOD

WITHIN THE

FOR WORK

PLAN SHEETS

SEE USACE

CONCRETE END SECTION

PROP. 4-FT.(H) x 8-FT(W)

SEE NOTE 10

EXTENDED,

4" PIPE TO BE

SEE NOTE 10

EXTENDED,

4" PIPE TO BE

SEE NOTE 7

REMOVED,

CHANNEL TO BE

EXISTING CONCRETE

COLLAR

CONCRETE

BURIED, TYP. BOTH SIDES

RETAINING WALL TO BE

DECORATIVE STONE 1

C902

C902

BOX CULVERT PIPE

PROP. 4’x8’ CONCRETE

SEE NOTE 9

2’ THICK CLAY DAM

C902

CONCRETE END SECTION

PROP. 4-FT.(H) x 8-FT(W)

11)

10)

9)

8)

7)

6)

5)

4)

3)

2)

1)

C902

EQUAL.

PERIMETER SEALING BAND, OR APPROVED

WITH MAR MAC MACWRAP HIGH STRENGTH

ALL BOX CULVERT JOINTS SHALL BE SEALED

FERNCO CONNECTION, OR APPROVED EQUAL.

SLOPE. CONNECT TO EXISTING PIPE USING A

CONTRACTOR TO MATCH PIPE SIZE AND

EXTENDED APPROXIMATELY 4-FEET.

EXISTING CORRUGATED PLASTIC PIPE TO BE

TO BE AS SPECIFIED.

THROUGH TRENCH BACKFILL. CLAY

PREVENT THE MIGRATION OF WATER

THE WIDTH OF THE TRENCH. CLAY SHALL

CLAY DAM TO BE 2-FOOT THICK AND SPAN

PLAN SHEETS.

HANDRAIL SHALL BE INSTALLED PER USACE

PROTECT ADJACENT PROPERTIES.

NEEDED TO FACILITATE CONSTRUCTION AND

CONTRACTOR TO SAW CUT CONCRETE AS

SUFFICIENTLY TO REMOVE ANY AIR VOIDS.

REMAINING CONCRETE SHALL BE PULVERIZED

NOT IMPACT PRIVATE PROPERTY. ANY

CULVERT INSTALLATION. REMOVAL SHALL

REMOVED AS NECESSARY TO FACILITATE BOX

EXISTING CONCRETE CHANNEL SHALL BE

CONSTRUCTION.

AS NEEDED TO FACILITATE

CLEAR AND GRUB SIDE SLOPES

LINES.

MATCH EXISTING GRADES ALONG PROPERTY

SHALL BE REPLACED IN KIND.

ANY DAMAGES TO CITY OWNED PAVEMENT

FROM DAMAGES DURING CONSTRUCTION.

GARAGES, HOUSES, AND PRIVATE PROPERTY

CONTRACTOR SHALL PROTECT DRIVEWAYS,

MMSD VERTICAL DATUM = NGVD29 - 580.60.

VERTICAL DATUM IS NGVD29

ELEV. 682.13

EXIST. 100 YEAR FLOODPLAIN