01_99_00_Wauwatosa_104th_street_outfall.pdf

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PROJECT NO.

SHEET NO.

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OF

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B Y w o r k s p a c e c s

NO. REVISIONS BY DATE

ALL RIGHTS RESERVED

DRAWN BY:

DATE SCALE

DESIGNED BY

R E V I S E D T O C O N F O R M T O

C O N S T R U C T I O N R E C O R D S

DATE BY

CHECKED BY

PRELIM FINAL

VERIFY SCALES

0 1"

262.250.8000 FAX 262.250.8011

GERMANTOWN, WI 53022

W175 N11081 STONEWOOD DRIVE, SUITE 103

ORIGINAL DRAWING.

BAR IS ONE INCH ON

SCALES ACCORDINGLY

THIS SHEET, ADJUST

IF NOT ONE INCH ON

gaiconsultants

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40+00.00

POB

41+28.66

POE

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PT

52+11.53

POE

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10+00 11+00

12+00 13+00

14+00

15+00

16+00

P C

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SAN

8"SAN

SAN

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8"SAN

24"ST ST

ST24"ST

12"ST

12"ST

W

W W

W

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W

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6"W

6"W

S

A N

12"

ST ST24"ST

THE LOCATION OF UNDERGROUND STRUCTURES OR

FACILITIES SHOWN ON THE PLANS ARE BASED ON

AVAILABLE RECORDS AT THE TIME OF PREPARATION

AND ARE NOT GUARANTEED TO BE COMPLETE OR

CORRECT. THE CONTRACTOR IS RESPONSIBLE FOR

CONTACTING ALL UTILITIES 72 HOURS PRIOR TO

CONSTRUCTION TO DETERMINE THE EXACT LOCATION

OF ALL FACILITIES AND TO PROVIDE ADEQUATE

PROTECTION DURING THE COURSE OF THE WORK.

S h t t h

R d

S t m d g n g a r o n m j

2 31

VERT: 1"= 4'

HORZ: 1"=20'

104TH STREET

BJG

10 11 12 13 14 15 16

S

H

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T

EXISTING GROUND @ RL

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10" 13"

13"

16"

10"

18"

16"

18"

15" 18"

18"

20"

16"

15"

30"

18"

20"

16"

CONC

C O

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CONC

CONC

CONC

CONC

C O

N C

C O

N C

CONC

8"

12"

24"

3"

3"

3"

3"

36"

18" 22"

18"

18"

15"

16"

5'

C O

N C

C O

N C

CONC

24"

6" 6"

6" 6"

5"5"

5"

C O

N C

BIT

SIDEWALK

CONC

CONC

SP#2

SP#3

ELEV=105.91

STA 11+69.84, 17.79'RT

S FLANGE BOLT OF HYDRANT

FOUND CHISELED CROSS ON

BM#100

I

S H

R

R K

W A

R F I

E L

V

E

HSE#2208

TAX KEY NO. 340-0038

HSE#2224

TAX KEY NO. 340-0039 HSE#2232

TAX KEY NO. 340-0040

HSE#2238

TAX KEY NO. 340-0041

HSE#2252

TAX KEY NO. 340-0042

HSE#2258

TAX KEY NO. 340-0043

HSE#10402

TAX KEY NO. 340-0165

HSE#2231

TAX KEY NO. 340-0164

HSE#10408

TAX KEY NO. 340-0048

HSE#10425

TAX KEY NO. 340-0045-01

BJG

M.GARON

T.HARTJES

178' OF 7' X 8' RCP @ 1.14%

90 90

268' OF 7' X 8' RCP @ 1.14%

37'

WITH RAILING

APRON ENDWALL

SEE DETAIL FOR

TO CONTRACT.

DAY. ALL COSTS ARE INCIDENTAL

SEWER AT END OF EACH WORK

EX STORM SEWER TO NEW STORM

CONTRACTOR SHALL RECONNECT

CONSTRUCTION REQUIREMENTS.

FOR EROSION CONTROL &

NOTE: SEE SHEET #11-18

CB#1

CB#2

CB#3

CB#4

STORM MANHOLE (TYP)

REMOVE EXISTING

CONSTRUCTION.

COST IS INCIDENTAL TO

PKWY AND RIVER AS NEEDED.

BRUSH BETWEEN FISHER

CONTRACTOR TO REMOVE

PROP.

7'X

8'

STORM S

EWER

PROP. 7'X 8' STORM SEWER

PROP. 6'X 8'

STORM SEWER

RIP RAP

42"-48"

PROP 458 LF OF 7'x 8' RCP CL 14-33 STORM SEWER

IE=86.86

39" MIS

B-1

B-2

B-3

G R

A

M

X

PROPOSED STORM MANHOLE NOTE

ALL COSTS WITH THE PRICE OF MH.

OPENING AS NOTED. SET FRAME TO EX GRADE. INCLUDE

NON-MODERNIZED. CONSTRUCT WITH PAVED INVERT AND

NEENAH R-1661-B FRAME(369#) WITH STORM MH COVER

STORM SEWERS

INVERTS OF ALL CONNECTING

CONTRACTOR TO FIELD VERIFY

PROP 118 LF OF 6'x 8' RCP CL 14-33 STORM SEWER

TOP OF PIPE

24" STORM SEWER

ABANDON 44' OF

STORM MANHOLE (TYP)

REMOVE EXISTING

30" STORM SEWER

ABANDON 10' OF

12" STORM SEWER

ABANDON 12' OF

IE=98.49(12" FROM WEST)

IE=98.45(12" FROM EAST)

(12" WEST)

IE=97.47

(15" WEST)

IE=97.60

(START SWALE)

IE=103.40 ±

(END SWALE)

IE=103.13

118'

OF 6'

X 8'

RCP @ 2.3

0%

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TO CONTRACT.

COSTS WITHIN TRENCH ARE INCIDENTAL

LOCATED WITHIN PR. TRENCH. ALL

REMOVE STORM SEWER & STRUCTURES IF

EQUAL MATERIAL. CONTRACTOR TO

WITH ELASTIZELL PS120 OR APPROVED

BY BULKHEADING EACH END & FILLING

CONTRACTOR TO ABANDON STORM SEWER

24" STORM SEWER

ABANDON 35' OF

MH#1

STM

MH#2

STM

MH#3

STM

ON GEOTEXTILE FABRIC.

PLACE 300 CY OF RIP RAP

FOR DETAIL.

UNDER 7'X8'RCP. SEE SHEET 9

SUPPORTS AROUND 39" MIS LINE

PLACE CONCRETE CRADLE AND PIPE

STATION IE LEADDEPTH GRADE

STORM SEWER

NO TOC

AS-BUILT

AS-BUILT

1 3.0'

AS-BUILT

MH#33

STM

12" STORM SEWER

ABANDON 16' OF

21" STORM SEWER

ABANDON 9' OF

SEWER TO NEW BOX CULVERT (TYP)

RECONNECT EXISTING STORM

LIMITS. (TYP)

MATCH EXISTING

& GUTTER.

NEW 31" CURB

FROM 7'X8' TO 6'X8' RCP

WITH MAINLINE TRANSITION

PR. RISER STM MH#2

IE=99.83 (12" EAST)

IE=99.79(12" WEST)

IE=100.05(18" WEST)

CONTRACT 15-06

ABANDON OR SALVAGE EX INFRASTRUCTURE.

BECAUSE OF ADDITIONAL WORK TO REMOVE,

THE CITY WILL NOT ALLOW FOR EXTRAS

STRUCTURAL (STEEL) REINFORCEMENT.

BACKFILL, CONCRETE CAPS OR CRADLES &

NOT LIMITED TO CONCRETE OR SLURRY

REMOVED OR ABANDONED, MAY INCLUDE BUT

EX PIPES, MANHOLES & STRUCTURES TO BE

P R

M

P R

M

IE=102.58(12" WEST)

IE=103.76(12" EAST)

AS-BUILT

& GUTTER

OF VERTICAL FACE CURB

STATION TO EAST & 25'

CURB & GUTTER FROM LIFT

PLACE 20' OF MOUNTABLE

APPENDIX

DETAIL IN

WALLS. SEE

WITH 6" THICK

39" MIS LINE

CAUTION:

(INCIDENTAL TO STORM CONSTRUCTION)

WITH 4' WIDE BOTTOM AND 3:1 SIDE SLOPES

PROPOSED 0.50% SWALE OVER STORM SEWER

I E

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M A I

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S

SUMP

4.0' 16'-12"

3.00%

7.50%

4.75%

27'-12"103.22 103.72 100.22

4'-12"11+75, 14.9'RT 103.25

103.25

103.75

103.75

98.75

99.25

4.5'

108.78 109.28 102.78 6.0' 6.67%4 15+24.6, 16.9'LT 3'-12"

45' STORM EASEMENT

EASEMENT

20' TEMPORARY

CONSTRUCTION

DURING STORM SEWER

PROTECT LIFT STATION

NEW STORM INFO

SEE SHEET 8 FOR

R I

M

R I

M

R I

M

R I

M

D=5.25'

C A

T

S

B

E

I

N F

O

R T

P

T

S I

N

D=2.23'

D=3.80'

D=3.73'

11+50.4, 34.5'RT

11+75, 16'LT

PVC @ 28.57%

7' OF 12"

I E

N

I E

M

W

N N

E

R T

E

A T I

O N

MATCH ROAD (TYP)

SAWCUT AND

MATCH ROAD (TYP)

SAWCUT AND

(SEE LIGHTING PLAN)

NECESSARY FOR UTILITY CONSTRUCTION

REMOVE & REINSTALL LIGHT POLE IF

IE=94.27

BEND 12.5° ANGLE POINT

7'x8' CONCRETE MITERED

12+45, 7.6'LT

BEND 12° ANGLE POINT

6'x8' CONCRETE MITERED

STA 14+94, 8.7'LT

12" STORM SEWER

ABANDON 5' OF

12" STORM SEWER

ABANDON 9' OF

LID

BOLTED

SIZE

2'x3'

2'x3'

2'x3'

2'x3'

FLOWLINE

PROPOSED 2x3 CATCH BASINS

98.22

96.75

97.25

100.78

STATION DEPTHNO

AS-BUILT

AS-BUILT

1 95.03

RIM

STEPS TO

OPENING &

PROP. INVERTS COMMENTS

13+11, 5.1'LT EAST 9.47'104.50

14+88, 7.8'LT EAST

98.06 (6'x8',N)

97.06 (7'x8',S) 11.06'108.12

STATION DEPTHNO

AS-BUILT

RIM

STEPS TO

OPENING &

PROP. INVERTS COMMENTS

11+25, 47.2'RT EAST 5.25'103.2533

99.41 (12"NW)

98.00 (30"E)

PROPOSED STANDARD 60" DIA. MANHOLE WITH FLAT TOP SLAB PROPOSED MANHOLE WITH 48" RISER & FLAT TOP

MH.

CONNECTIONS. SET FRAME TO NEW GRADE. INCLUDE ALL COSTS WITH THE PRICE OF

WITH PAVED INVERT AND OPENING AS NOTED, INCLUDING ALL DROPS & EXISTING

NEENAH R-1661-B FRAME WITH STORM MH COVER BOTH NON-MODERNIZED. CONSTRUCT

RELAY AS NEEDED (TYP)

30" STORM SEWER

ABANDON 12' OF

LEADS

INCLUDING CATCH BASIN

LENGTH WITHIN ROADWAY,

RUNS 10' OR LESS IN

REQUIRED ON ALL PIPE

NOTE: SLURRY BACKFILL

GAS(TYP)

PRICE OF CATCH BASIN.

TO BE DROPPED OFF AT THE PUBLIC WORKS YARD. INCLUDE ALL COSTS WITH

EXISTING IRON FOR CITY ON ALL ABANDON & REMOVALS. SALVAGED MATERIAL

REQIURED UNLESS NOTED OTHERWISE. SET FRAME TO EXISTING GRADE. SALVAGE

BICYCLE SAFE TYPE L VANE GRATE AND 6" HIGH BY 7" WIDE CURB BOX IS

CONSTRUCT WITH A 24" MINIMUM SUMP. NEENAH R-3295-2 CATCH BASIN FRAME,

R-1916-C BOLTED LIDS

R-1916-C BOLTED LIDS

F-28793

I E

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W I

A B

P R

P R

T

R V I

C E

P R

T E

R A

L

P R

T E

R A

L

MH. MANHOLE COSTS INCLUDE ALL CORES.

CONNECTIONS. SET FRAME TO NEW GRADE. INCLUDE ALL COSTS WITH THE PRICE OF

WITH PAVED INVERT AND OPENING AS NOTED, INCLUDING ALL DROPS & EXISTING

NEENAH R-1661-B FRAME WITH STORM MH COVER BOTH NON-MODERNIZED. CONSTRUCT

TO STORM SEWER (TYP)

CORE NEW LEADS

2 YR FLOW ELEV.= 2.6'

10 YR FLOW ELEV.= 3.8'

100 FLOW ELEV.= 5.5'

SEE SHEET 10

TO MATCH EXISTING.

NEW CURB & GUTTER

MARCH, 2015

MILWAUKEE COUNTY, WISCONSIN

CITY OF WAUWATOSA

ROADWAY & STORM SEWER

104TH STREET IMPROVEMENTS

DURING CONSTRUCTION

PROTECT SIGNS

CONFIRM ABANDONED

WITH WE ENERGIES GAS TO

CONTRACTOR TO COORDINATE

FOR PAVEMENT AND BASE REPLACEMENT

TYPICAL CROSS SECTION ON SHEET 12

SEE SHEET 10 FOR NEW ROAD GRADES &

NORTH AVE. IS COMPLETE RECONSTRUCT

NOTE: 104TH FROM FISHER PKWY TO

PROVIDE TEMPORARY ACCESS TO ALL DRIVEWAYS. PLACE CRUSHED STONE BASE TO MATCH EXISTING ROAD TO MAINTAIN ROADWAY AND DRAINAGE DURING CONSTRUCTION. ALL TEMPORARY ROAD MAINTENANCE IS INCIDENTAL TO STORM.

MECHANICALLY COMPACTED CRUSHED CONCRETE BACKFILL UNLESS NOTED AS SLURRY.MODIFIED CLASS "B" BEDDING WITH BEDDING PLACED TO TOP OF PIPE.

ALL TEMPORARY ROAD MAINTENANCE IS INCIDENTAL TO STORM.

MAINTAIN ROADWAY AND DRAINAGE DURING CONSTRUCTION.

PLACE CRUSHED STONE BASE TO MATCH EXISTING ROAD TO

PROVIDE TEMPORARY ACCESS TO ALL DRIVEWAYS.

CONCRETE BACKFILL UNLESS NOTED AS SLURRY.

MECHANICALLY COMPACTED CRUSHED TO TOP OF PIPE.

MODIFIED CLASS "B" BEDDING WITH BEDDING PLACED

R E

L E

A S

N S

T R

U C

T I

O N

RSpecht Text Box Proposed Plans from Wauwatosa Field Verify

PROJECT NO.

SHEET NO.

FILE NO.

OF

R E

V I

S I

O N

P L

T E

P L w o r k s p a c e c s

NO. REVISIONS BY DATE

ALL RIGHTS RESERVED

DRAWN BY:

DATE SCALE

DESIGNED BY

R E V I S E D T O C O N F O R M T O

C O N S T R U C T I O N R E C O R D S

DATE BY

CHECKED BY

PRELIM FINAL

VERIFY SCALES

0 1"

262.250.8000 FAX 262.250.8011

GERMANTOWN, WI 53022

W175 N11081 STONEWOOD DRIVE, SUITE 103

ORIGINAL DRAWING.

BAR IS ONE INCH ON

SCALES ACCORDINGLY

THIS SHEET, ADJUST

IF NOT ONE INCH ON

gaiconsultants

5 1

+0

BJG BJG

T.HARTJES

M.GARON

F I

L E

N A

M E p l o t u s e r

$#$ $##$NTS

T

N K

7' X 8' RCP

10+00

U N

D E

R W

O

E E

K

EXISTING GROUND

G R

A

7' X 8' RCP

O P

E

T

O P

E

TOE OF SLOPE

100 YR FLOOD ELEV.= 102.31

OHWM = 92.72

10'

1"=20'

RAP ON GEOTEXTILE FABRIC.

AND PLACE 300 CY OF RIP

EXCAVATE EXISTING SOIL

GEOTEXTILE FABRIC.

AND PLACE RIP RAP ON

EXCAVATE EXISTING SOIL

TO EXISTING LINED CHANNEL

NEW CONCRETE FROM RIP RAP

(SAWCUT)

TOE OF SLOPE

CONCRETE

EXISTING

EDGE OF

C O

N C

R E

T E

C O

N C

R E

T E

CONCRETE CHANNEL

SAWCUT EXISTING

BE REMOVED

CHANNEL TO

CONCRETE

EXISTING 8"

EXISTING CONCRETE CHANNEL

CONSTRUCTION JOINT DETAIL OF

FLOWLINE

9"

1" EXPANSION JOINT

2 - #4 TIE BARS

METAL DOWEL SOCKET

7/8" DIA. X 5" LONG

@ 8" C/C

18" C/C OR 1/2" DIA.

SMOOTH DOWEL BARS @

3/4" DIA. X 18" LONG

F-28806

FLOODWAY

FLOODWAY

FLOODWAY

(MARCH,2014)

WTR ELEV = 91.40

2 YR WTR ELEV = 93.30

10 YR FLOOD ELEV.= 99.71

1' BELOW PIPE

TRENCH BOTTOM

REMAINDER

WITH SPOIL BACKFILL FOR

STONE BACKFILL OVER PIPE

CONTRACTOR TO PLACE 1'

BACKFILL

SPOIL

STONE BACKFILL

STONE BACKFILL

SEED AND MULCH

TYPE A EROSION MAT,

BANK WITH CLASS I

STABILIZE NEW

CHANNEL

8" CONC.

EXISTING

LIMITS

CONCRETE

EXISTING

FABRIC TYPE

GEOTEXTILE

HR

(SEE TABLE)

THICKNESS

STATE SPECIFICATIONS

OF THE WISCONSIN

PER SECTION 606

42" - 48"

RIP RAP

RIP RAP

RIP RAP THICKNESS

RIP RAP SPECIFICATIONS

SEE TABLE

GEOTEXTILE FABRIC,

EXI

STI

NG

GROUND

#4 TIE BARS @ 24" OC

EXIS

TING

8"

CONCRETE

EXI

STI

NG

CONCRETE

THICK CONCRETE CUT-OFF WALL

PROP. UNFINISHED 8"±

WALL TO EXTEND ON EAST SIDE 20' ±

CONCRETE WALL

PROPOSED 8" THICK

NOT USED.

MATERIAL WITHIN 3 DAYS IF

SILT FENCE. REMOVE STORED

OF BANK AND PROTECT WITH

MATERIAL IN AREAS UPLAND

CONTRACTOR SHALL STORE

MARCH, 2015

CONTRACT 15-06

MILWAUKEE COUNTY, WISCONSIN

CITY OF WAUWATOSA

104TH STREET IMPROVEMENTS

OUTFALL DETAILS

R E

L E

A S

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T R

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T I

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EXISTING STORM BOX

CULVERT INSTALLED BY

THE CITY OF

WAUWATOSA, TO BE

CONNECTED TO WITH END

SECTION.

NOT INSTALLED

MMSD NOTES: 8/8/16

NOT INSTALLED BY

CITY OF WAUWATOSA.

PROPOSED DESIGN NOT

PER USCOE

REQUIREMENT.

PER

U

SC

O

E R

EQ

U

IR

EM

EN

T.

PR

O

PO

SED

D

ESI

G

N N

O T

C

IT

Y O

F W

A U

W A

TO

SA

N O

T

IN

STA

LLED

B Y T

H E

EX

IS

TI

N

G S

TO

X C

U

LV

ER

T

IN

STA

LLED

B

Y T

H E

C

IT

Y O

F

W A

U W

A

TO

SA

, T

O B

E

C O

N N

EC

TED

T O W

IT

EN

S

EC

TI

O N

NOT

INSTALLED

RSpecht Text Box Proposed Plans from Wauwatosa Field Verify