103rd_st_plan_C_00_DETAIL_779-06-C902_2016-07-14.pdf

BOX CULVERT

4’x8’ PRECAST CONCRETE

8’ 4

TYPICAL SECTION 8

BETWEEN CROWNS

APPROX. 0.04’ GAP

TURF GRASS

FILTER FABRIC

LANDSCAPE CONTRACTOR SHALL ESTABLISH VIGOROUS GROWTH AND

MOW & MAINTAIN AS DESCRIBED IN WRITTEN SPECIFICATION.

TOPSOIL PER SPECIFICATIONS

NTS

NTS

NTS

NTS

CONCRETE END SECTION DETAIL

FRONT

SIDE

6"

MIN. 3000 PSI CONCRETE

CONNECTION

CONCRETE COLLAR

4’ MIN

TYP.

8" MIN

TOPSOIL REPLACEMENT DETAIL

@ 0.0218’/’

CULVERT

EXIST. BOX

@ 0.0 300’/’

CULVERT

PROP. BOX

@ 4" O.C.

6#5 HOOPS

DOWELS

MATCHING

#5 @ 8" WITH

1’-0"

#5 @ 12" O.C.

7#5

3#5

SIDE

4#5 EACH

9’-0" 1’-0"

CULVERT

4’x8’ BOX

CULVERT

4’x8’ BOX

3#5

#4 @ 8" O.C.

2’-6"

3#5

#4 @ 8" O.C.

3%

TOP

PLANS

SEE USACE

RETAINING WALL

9’-2" 1’-10"1’-2"6"

#3 STIRRUPS @ 8" O.C.

10"

#3 @ 8" O.C.

4#5

2#5

#4 @ 8" O.C.

1’-0" 1’-0"1’-0"1’-0" 8’-0"

1’-0"1’-0"

NOTES:

NOTES:

1.

2.

3.

4. SEE PLANTING PLAN IN USACE PLANS FOR LOCATION OF VARIOUS SEED MIXES.

NOTES:

C902

#5 @ 12" O.C.

#5 @ 8" O.C.

#5 @ 8" O.C.

#5 @ 12" O.C.

#5 @ 8" O.C.

#5 @ 12" O.C.

#5 @ 12" O.C.

#5 @ 8" O.C.

#5 @ 8" O.C.

KEY

#5 @ 12" O.C.

O.C.

#5 @ 8"

KEY

NTS

JOINT PREPARATION

SEE SPECIFICATIONS FOR

CONSTRUCTION JOINT,

AS DETAILED

REINFORCEMENT

SEE DETAIL

WATERSTOP,

6" PLASTIC

NOTE:

A

AT OUTSIDE

THICKNESS

C - MIN STEM

OUTSIDE DIA

D - CENTER BULB

THICKNESS

E - MIN BULB

TYP

5/32"

ALL RIBS, TYP

1/8" PROJECTION

FACE OF WS

EA SIDE, EA

F - NO OF RIBS

1.

2.

3.

4.

NOTES:

NTS

PLASTIC WATERSTOP

USACE PLANS

WALL, SEE

RETAINING

MATERIAL QUALITY PER SPECIFICATIONS

DIM REQUIREMENTS INDICATED SHOULD BE GIVEN

TO SUPPLIERS PRIOR TO PLACING ORDERS

NON-ROUND CENTER BULBS SHALL HAVE A MIN OUTSIDE DIM OF D

6"x3/8" WS TO BE USED IF NOT OTHERWISE INDICATED

@ CTR BULB

MIN STEM THICKNESS - B

9"x3/8"

6"x3/8"

4"x3/16"

SIZE

9"

6"

4"

A

3/8"

3/8"

3/16"

B

3/8"

3/8"

3/16"

C

1"

7/8"

3/4"

D

1/4"

1/4"

1/4"

E

F

PLANS

SLOPE PER

ELEVATION

TOP OF WALL

MATCH USACE

ON END SECTION DETAIL

PROVIDE KEYS WHERE SHOWN

SPECIFICATIONS

TOPSOIL SHALL CONFORM TO PROPERTIES AS DESCRIBED IN

SPECIFICATIONS

SEED BLEND & APPLICATION PROCEDURES ARE DESCRIBED IN

CONCRETE COLLAR

1.

6"

BASE BELOW

4.

3.

2.

1.

GROOVE

" SAW CUT4

3"x4

SEE NOTE 4

3" (TYP.)

(TYP.)

3"SEE NOTE 4

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

103RD STREET OUTFALL DETAILS

TECCA

KURTZ

HENK

30’0 10’ 20’-30’ -20’ -10’

CROSS SECTION @ STATION 11+00.00

VERT. 1"=2’

HORZ. 1"=10’

-40’ 40’

30’0 10’ 20’-30’ -20’ -10’-40’ 40’

686686

GROUND

EXISTING

CROSS SECTION @ STATION 11+40.00

SWALE

TOPSOIL

P/L P/L

LINE

REFERENCE

CULVERT PIPE

CONCRETE BOX

PROPOSED 4’x8’

AND BEDDING

CONCRETE CHANNEL

REMOVE EXISTING

MATERIAL

BEDDING

VERT. 1"=2’

HORZ. 1"=10’

30’0 10’ 20’-30’ -20’ -10’-40’ 40’

30’0 10’ 20’-30’ -20’ -10’-40’ 40’

5.5’

C /L S

W A

L E

TO BE REMOVED

RETAINING WALL

DECORATIVE STONE

(APPROX. LOCATION)

WALL TO REMAIN

STONE RETAINING

DECORATIVE

EXISTING SLOPES

APPROXIMATE 4:1

IN FILTER FABRIC

WASHED STONE WRAPPED

LINE, TYP.

PROPERTY

GROUND AT

MATCH EXISTING

ON INSIDE OF PIPES.

FORM A SMOOTH BEND

SEE NOTE 4

TOPSOIL

SEE SPECIFICATIONS

GRANULAR TRENCH BACKFILL,

SEE SPECIFICIATIONS

BEDDING MATERIAL,

SEE NOTE 4

TYPICAL CONSTRUCTION JOINT DETAIL SEE DETAIL (TYP.)

AT ALL CONSTRUCTION JOINTS,

WATER STOPS TO BE PLACED

JOINT.

(GUN GRADE) ALONG

ELASOMETRIC SEALANT

SECTION. USE

CULVERT AND END

BETWEEN BOX

INSTALL DOWEL BARS

CONTRACTOR SHALL

JOINTS.

CAST-IN-PLACE

INSTALLED AT

WATERSTOPS TO BE

OF WAUWATOSA.

BY THE VILLAGE

GRATE PROVIDE

SHALL INSTALL

CONTRACTOR

SPECIFICATIONS.

BY THE

AS INDICATED

DRAWINGS

PROVIDE SHOP

SPECIFICATIONS

BACKFILL, SEE

GRANULAR TRENCH

CULVERT PIPE

CONCRETE BOX

PROPOSED 4’x8’

AND BEDDING

CONCRETE CHANNEL

REMOVE EXISTING

MATERIAL

BEDDING

GROUND

EXISTING

TO BE REMOVED

RETAINING WALL

DECORATIVE STONE

AT STA 11+45

CLAY DAM

2-FOOT THICK

TOPSOIL

5.5’

C /L S

W A

L E

(APPROX. LOCATION)

WALL TO REMAIN

STONE RETAINING

DECORATIVE

EXISTING SLOPES

APPROXIMATE 4:1

P/L

LINE

REFERENCE

P/L

LINE, TYP.

PROPERTY

GROUND AT

MATCH EXISTING

SWALE