VILLAGE OF BROWN DEER 2019 WATER MAIN RELAY PROJECT

VILLAGE OF BROWN DEER2019 WATER MAIN RELAY PROJECT

BROWN DEER, WIMILWAUKEE COUNTY, WI

PROJECTLOCATION

MILWAUKEECOUNTY

PROJECT LOCATION MAPGENERAL LOCATION MAP

FEB. 2019

PROJECT LIMITS

G0.01NA

NA

COVER PAGE

SHEET OFC 2018 CITY WATER, LLC

VERTICAL SCALE:

0

HORIZONTAL SCALE:

0

9

PROJECT ID

SHEET OFC

2019-01

BRO

WN

DEE

R W

ATER

UTI

LITY

2019

WAT

ER M

AIN

REL

AY

MIL

WAU

KEE

CO

UN

TYBR

OW

N D

EER

, W

ISC

ON

SIN

1

SHEETG0.01G0.02G0.03C1.00

C1.01-03C1.04

DESCRIPTIONCOVER PAGESYMBOLS & ABBREVIATIONSDETAILS & NOTESSHEET OVERVIEWCHURCHILL LN - WATER MAIN P&P53rd ST - WATER MAIN P&P

C1.05 SIDE STREETS - WATER MAIN P&P

MB

MAPPING & TOPOGRAPHY SYMBOLOGY MAPPING & TOPOGRAPHY SYMBOLOGYMAPPING & TOPOGRAPHY SYMBOLOGY

LIST OF STANDARD ABBREVIATIONS

BM 5ELEV 891.22

840.

983

9.81

SF

ELECTRIC - BURIED

TELEPHONE - BURIED

FIBER OPTIC - BURIED

PAVEMENT (STREET, DRIVE, SIDEWALK, ETC.)

SECTION LINE

QUARTER SECTION LINE

RAILROAD

DRAINAGE DITCH

SANITARY SEWER (PLAN)

SANITARY FORCE MAIN (PLAN)

STORM SEWER (PLAN)

SANITARY FORCEMAIN (PROFILE)

STORM SEWER (PROFILE)

WATER MAIN (PROFILE)

GAS MAIN

OVERHEAD CABLE (ANY)

PROPERTY LINE

EASEMENT LINE

OFFSET OR SETBACK LINE

FENCELINE

EDGE OF RIVER OR LAKE

MARSH OR WETLAND

SANITARY SEWER (PROFILE)

WATER MAIN (PLAN)

DETAIL DESIGNATION

PEDESTAL CABLE TV

PEDESTAL TELEPHONE

MANHOLE GAS

MANHOLE MISCELANEOUS

MANHOLE SANITARY

MANHOLE ELECTRIC

MANHOLE STORM

MANHOLE TELEPHONE

PARKING METER

RIGHT-OF-WAY MARKER

RAILROAD SIGNAL

SOIL BORING

SIGN

SEPTIC TANK

STUMP

SHRUB

TRAFFIC JUNCTION BOX

METER - GAS

METER - WATER

MANHOLE WATER

BUSH CONIFER

BUSH DECIDUOUS

EXISTING

BENCH MARK

CATCH BASIN/INLET

CLEAN OUT

CONTROLLER BOX

CONTROL POINT

GUY ANCHOR

ELECTRIC PEDESTAL

FIRE ALARM BOX

FIRE HYDRANT

GUY POLE

GAS PROBE

GAS VENT

LIFT STATION

LIGHT - ORNAMENTAL

LIGHT - STREET

MAILBOX

SECTION CORNER

CULVERT

DRAINAGE ARROW

ELECTRIC TRANSFORMER

CENTER SECTION

RIPRAP

ROCK FILLED FILTER BAG

SEDIMENT LOG

MAJOR CONTOURS

MINOR CONTOURS

DEPRESSION

SPOT ELEVATIONS

FEDERAL HIGHWAY

INTERSTATE HIGHWAY

STATE TRUNK HIGHWAY

COUNTY TRUNK HIGHWAY

VALVE: W=WATER, G=GAS

UTILITY & LIGHT POLE

UTILITY POLE

TRANSMISSION TOWER

TREE LINE

TREE CONIFEROUS/INCH DIA

TREE DECIDUOUS/INCH DIA

SILT FENCE

GRADE ELEVATION (PROFILE)

UTILITY POLE W/TRANSFORMER

XX LF @ 0.00%

XXX'- XX" RCP STM @ 0.00%

XXX'- XX" FORCEMAIN @ 0.00%

XXX'- XX" PVC SAN @ 0.00%

141

43

29

A

(PR

OPO

SED

)(E

XIST

ING

)

CURB STOPG=GAS W=WATER

IROR

REBAR

ASPHALT TO BE REMOVEDAND REPLACED

CONCRETE TO BE REMOVEDAND REPLACED

GRAVEL TO BE REMOVEDAND REPLACED

MAPPING & TOPOGRAPHY SYMBOLOGY

DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL

IRON PIPE = IPIRON ROD = IR

WELL (WATER SUPPLY)W=WATER M=MONITORINGO=OBSERVATION G=GAS

CENTRAL ANGLE OR DELTA

SAN

FM

STM

W

ROW

SF

890

891.2

) ) ) ) ) )

E

F

IP

LS

MH

G

ST

W

T

G

W

PM

C

T

RB

B

W/M/O/G

W OR G

T

IROR

E

IP

LS

MB

CP

F

MH

SA

SI

ST

W

PM

RB

) ) ) ) ) )

W/M/O/G

W OR G

T

PROPOSEDEXISTING PROPOSEDEXISTING PROPOSEDEXISTING PROPOSED

695

SECTION DETAIL

SAN

FM

STM

W

GAS

UGE

OHW

T

FO

ABANDONED WATER SERVICE (PLAN) AWS

EL

SA

WATER VALVE

ADT AVERAGE DAILY TRAFFICAGGR AGGREGATEAH AHEADASPH ASPHALTB/B BACK TO BACKBARR BARRICADEBOC BACK OF CURBBK BACKBLDG BUILDINGBM BENCH MARKBRK BREAKBSMT BASEMENTC CUTC&G CURB AND GUTTERC/C CENTER TO CENTERCABC CRUSHED AGGREGATE BASE COURSECB CATCH BASINCE CONSTRUCTION ENTRANCECIP CAST IRON PIPECIPP CURED IN PLACE PIPECL CENTERLINECMP CORRUGATED METAL PIPECNTY COUNTYCO CLEAN OUTCONC CONCRETECONSTR CONSTRUCTIONCONSTR JTCONSTRUCTION JOINTCP CONTROL POINTCTH COUNTY TRUNK HIGHWAYCTRL JT CONTROL JOINTCTV CABLE TVCU YD CUBIC YARDCS CURB STOPD DEGREE OF CURVEDD DIRECTIONAL DRILLEDDEG DEGREE

DIA DIAMETERDI DUCTILE IRON PIPEDISCH DISCHARGEDW DRIVEWAYE EASTEA EACHEB EAST BOUNDEBS EXCAVATION BELOW SUBGRADEECS EXTERNAL CHIMNEY SEALEL ELEVATIONELEC ELECTRIC (E WHEN USED IN LINE STYLE)EMB EMBANKMENTENTR ENTRANCEEP EDGE OF PAVEMENTET ELECTRIC TRANSFORMEREW ENDWALLEXC EXCAVATION EXIST EXISTINGF FILLF/F FACE TO FACEFDN FOUNDATIONFE FIELD ENTRANCEFERT FERTILIZERFH FIRE HYDRANTFIN GR FINISHED GRADEFL FLOW LINEFM FORCE MAINFO FIBER OPTICFT FOOTFTG FOOTINGG GASGV GATE VALVEGW GUY WIREHDPE HIGH DENSITY POLYETHYLENEHORIZ HORIZONTALHR HANDICAP RAMPHSE HOUSEHT HEIGHT

I INTERSECTION ANGLEICS INTERNAL CHIMNEY SEALID INSIDE DIAMETERIN INCHINL INLETINTERS INTERSECTIONINV INVERTIP IRON PIPE OR PINJCT JUNCTIONL LENGTH (OF CURVE)LF LINEAL FEETLC LONG CHORD OF CURVELP LIGHT POLELS LIFT STATION OR LUMP SUMLT LEFTMAINT MAINTENANCEMATL MATERIALMB MAILBOXMG METER-GASMH MANHOLEMP MARKER POSTMW METER-WATER OR MONITORING WELLN NORTHNB NORTHBOUNDNC NORMAL CROWNNE NORTHEASTNO NUMBERNTS NOT TO SCALENW NORTHWESTO OILO&C OIL & CHIPOBLIT OBLITERATEOD OUTSIDE DIAMETERPC POINT OF CURVATUREPCC POINT OF COMPOUND CURVEPED PEDESTALPLE PERMANENT LIMITED EASEMENT

PVMT PAVEMENTPCC PORTLAND CEMENT CONCRETEPE PRIVATE ENTRANCEPI POINT OF INTERSECTIONPJF PRE-FORMED JOINT FILLERPL PROPERTY LINEPOC POINT OF CURVEPOT POINT ON TANGENTPP POWER POLEPRC POINT OF REVERSE CURVATUREPROJ PROJECTPROP PROPOSEDPSI POUND PER SQUARE INCHPT POINT OF TANGENCYPVC POLYVINYL CHLORIDEPVC POINT OF VERTICAL CURVATUREPVI POINT OF VERTICAL INTERSECTIONPVRC POINT OF VERTICAL REVERSE CURVEPVT POINT OF VERTICAL TANGENCYR RANGE OR RADIUSRCP REINFORCED CONCRETE PIPEREBAR REINFORCEMENT BARREL RELOCATEREM REMAININGREQD REQUIREDRL REFERENCE LINEROW RIGHT-OF-WAYRP REFERENCE POINTRR RAILROADRT RIGHTRW RETAINING WALLS SOUTHSALV SALVAGESAN SANITARYSC STORM CONNECTIONSB SOUTHBOUNDSDWK SIDEWALK

SE SOUTHEASTSF SILT FENCESIG SIGNALSL SANITARY LATERALSQ FT SQUARE FEETSHLDR SHOULDERSQ YD SQUARE YARDSSD STOPPING SIGHT DISTANCESTA STATIONSTD STANDARDSTH STATE TRUNK HIGHWAYSTM STORM OR STORM SEWERSTP SEWAGE TREATMENT PLANTSTRUCT STRUCTURE OR STRUCTURALSW SOUTHWESTTAN TANGENTT TOWN (T WHEN USED FOR TELEPHONE LINE)TEL TELEPHONETEMP TEMPORARYTLE TEMPORARY LIMITED EASEMENTTOC TOP OF CURBTRANS TRANSITIONTYP TYPICALUG UNDERGROUNDUSH US HIGHWAYVC VERTICAL CURVEVERT VERTICALVOL VOLUMEW WESTWB WESTBOUNDWM WATER MAINWS WATER SERVICEWTP WATER TREATMENT PLANTWV WATER VALVEWWTP WASTE WATER TREATMENT PLANTYD YARD

G0.02NA

NA

SYMBOLS &ABBREVIATIONS


VERTICAL SCALE:

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HORIZONTAL SCALE:

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9

PROJECT ID

SHEET OFC

2019-01

BRO

WN

DEE

R W

ATER

UTI

LITY

2019

WAT

ER M

AIN

REL

AY

MIL

WAU

KEE

CO

UN

TYBR

OW

N D

EER

, W

ISC

ON

SIN

2

HYDRANT INSTALLATION DETAIL

JOINTS

6" VALVE

RESTRAIN ALL

6" DI PIPE

BLOCK8" SOLID CONCRETE

MINIMUM 2.5'

HYDRANT LEAD

ANCHOR TEE

VALVE BOX

LRO

AD

CA

BOVE

18"-

24"

1 CU YD OF #2 STONE

WOODEN THRUSTUN

DIS

TURB

ED S

OIL

S

BLOCKING

HYDRANT ASSEMBLY

NOTE: DETAILS ARE NOT TO SCALE

WATER SERVICE RECONNECTION

1. FITTING REQUIREMENTS: STAINLESS STEEL SADDLE - FORD FS 303-5 OR APPROVED EQUALCORPORATION STOP - FORD FB 1000-3 OR APPROVED EQUAL

2. SERVICE LATERAL RECONNECTIONS SHALL INCLUDE INSTALLATION OF A 5-LB MAGNESIUM ANODE BAG ATTACHED TO EACH COPPER SERVICE LATERAL.

5'-6

" M

IN.

/ 7'

-6"

MA

X.

FINISHED GRADE OR EXISTING GROUND

SERVICE BOXPROPOSED WATER MAIN

DIRECT PRESSURE CONNECTION(MACHINE TAP) WITH SERVICESADDLE

WATER SERVICE PIPING TYPE "K" COPPER TUBING CURB STOP

TOBUILDINGCORPORATION

STOPCOUPLING

R.O

.W.

LIN

E

VALVE BOX

GROUNDLINE

SCREWTYPEADJUSTMENTSFOR DEPTH

ADAPTOR INC.GATE VALVE ADAPTOR II #6 BASE(OR APPROVED EQUAL)

CONCRETE BLOCK

WORD"WATER"CAST ONCOVER

CAST IRON VALVEBOXPER LOCALJURISDICTION.

PLOYWRAP ALL DIFITTINGS & PIPE

PVC PIPE

WOOD STAKE TO ONLYPENETRATE NETTING,NOT LOG MATERIAL

SEDIMENTLOGFLOW

FLOW

DITCH BOTTOM

WOOD STAKES (SEE DTL)PLACED @ 2' OC MAX

SEDIMENT LOG

24"

MIN

.

COUPLING

EXISTING LATERAL

G0.03NA

NA

DETAILS & NOTES


VERTICAL SCALE:

0

HORIZONTAL SCALE:

0

9

PROJECT ID

SHEET OFC

2019-01

BRO

WN

DEE

R W

ATER

UTI

LITY

2019

WAT

ER M

AIN

REL

AY

MIL

WAU

KEE

CO

UN

TYBR

OW

N D

EER

, W

ISC

ON

SIN

3

PROJECT CONTACTS:MATTHEW MAEDERER, P.E.DIRECTOR OF PUBLIC WORKS/VILLAGE ENGINEERPHONE: 414.371.3021E-MAIL: [email protected]

TOM NENNIG, P.E.WATER UTILITY SUPERINTENDENTPHONE: 414.371.3081E-MAIL: [email protected]

DANA FAULKNERSANITARY SEWER TECHNICIANFIELD SUPERVISORPHONE: 414.371.3023E-MAIL: [email protected]

GENERAL NOTES:1. THE EXACT LOCATION OF NEW HYDRANTS SHALL BE DETERMINED IN THE FIELD DURING

CONSTRUCTION2. THE LOCATION OF WATER SERVICES AND SANITARY SEWER LATERALS MAY NOT BE AS SHOWN ON

THE PLANS, BUT HAVE BEEN PLACED BASED UPON THE BEST INFORMATION AVAILABLE.3. CONTRACTOR SHALL MAINTAIN ACCESS TO LOCAL TRAFFIC AT ALL TIMES DURING

CONSTRUCTION WITHIN THE PROJECT LIMITS.4. CONTRACTOR SHALL FOLLOW ALL EROSION CONTROL PRACTICES AS PER THE WISCONSIN DEPT.

OF NATURAL RESOURCES. CONTRACTOR SHALL USE SILT BAGS WHEN PUMPING WATER FROMTRENCHES.

5. THE CONTRACTOR SHALL REPAIR ALL BREAKS ON THE EXISTING WATER MAIN WHICH MAY OCCURAS THE CONTRACTOR IS WORKING IN THE VICINITY (50' RADIUS) OF THE BREAK, DURINGNORMAL WORK HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ANDINSTALLING REPAIR CLAMPS OR OTHER REPAIR MATERIAL, AND SHALL DO ALL OF THE WORKREQUIRED TO COMPLETE THE REPAIR AND RESTORE SERVICE. THE COST OF SUCH REPAIRSSHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT.

6. EXISTING WATER SERVICES DAMAGED AS A RESULT OF THE CONSTRUCTION WORK SHALL BEREPAIRED BY THE CONTRACTOR AS HIS EXPENSE.

7. WHERE THE DEPTH OF COVER OVER THE NEW PIPE APPEARS INSUFFICIENT (≈5' OR LESS), THECONTRACTOR MAY BE REQUIRED TO INSTALL STYROFOAM OVER THE TOP OF THE NEW PIPE.THE WATER UTILITY WILL FURNISH THE INSULATION; THE COST OF INSTALLATION SHALL BECONSIDERED INCIDENTAL TO THE PROJECT.

8. A SEPARATE ROADWAY RE-PAVING PROJECT WILL OCCUR AFTER THE VILLAGE'S UTILITYREPLACEMENT PROJECT UNDER A SEPARATE VILLAGE LET CONTRACT.

9. CONTRACTOR WILL BE RESPONSIBLE FOR RESTORATION OF THE AREAS OUTSIDE OF THEPAVEMENT AND GRAVEL SHOULDER AREA. THE VILLAGE WILL BE RESPONSIBLE FOR PAVMENTAND GRAVEL RESTORATION.

10. ALL DRIVEWAYS ON THE WATERMAIN SIDE SHALL BE SAW CUT A MINIMUM OF 3' FROM THESTREET PAVEMENT EDGE PRIOR TO ANY PAVEMENT REMOVALS. STREET PAVEMENT SHALL ALSOBE SAW CUT AS NECESSARY AT POINTS OF CONNECTION TO ADJOINING WATERMAINS, ASMARKED IN THE FIELD.

0+00 1+00 2+00 3+00 4+005+00

6+007+00

8+009+00

10+0011+00 12+00 13+00 14+00 15+00 15+97

20+0

021

+00

22+0

023

+00

24+0

025

+002

5+52

35+0

036

+00

32+00

33+0

0

30+0

031

+00

C1.00200'

NA

SHEET OVERVIEW


VERTICAL SCALE:

0

HORIZONTAL SCALE:

0

9

PROJECT ID

SHEET OFC

2019-01

BRO

WN

DEE

R W

ATER

UTI

LITY

2019

WAT

ER M

AIN

REL

AY

MIL

WAU

KEE

CO

UN

TYBR

OW

N D

EER

, W

ISC

ON

SIN

4

C1.01 C1.02C1.03

W CHURCHILL LN

N 5

0th

ST

N 4

9th

ST N 4

8th

ST

W WILLOW RD

N 4

7th

ST

N 5

1st S

T

C1.0

4

W GOODRICH LN

N 53

rd S

T

N 54

th S

T

N

S

EW

C1.05

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

678.00

680.00

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

678.00

680.00

0+00

676.

00

675.

0066

7.40

1+00

673.

7966

6.94

672.

4966

6.47

2+00

672.

0066

6.01

671.

7666

5.55

3+00

671.

7366

5.12

670.

4666

4.69

4+00

670.

1466

4.27

670.

9466

3.88

5+00

670.

0366

3.65

2.0' - 8" PVC WM @ 0.92%

123.0' - 8" PVC WM @ 0.92%

103.0' - 8" PVC WM @ 0.92%98.5' - 8" PVC WM @ 0.85%

77.0' - 8" PVC WM @ 0.85%

7.8' - 8" PVC WM @ 0.85%

19.5' - 8" PVC WM @ 0.47%

5.0' - 8" PVC WM @ 0.47%

CU

LVER

T

TEL

GAS

CU

LVER

T GAS

STA. 0+28.1CONNECT TO EXISTING 8"WM

INV 667.60'STA. 0+30.18" GATE VALVEINV 667.58'

STA.

1+5

3.1

8" -

11.2

5° B

END

INV

666.

45'

STA.

2+5

6.1

8" -

11.2

5° B

END

& G

RAD

E BR

EAK

INV

665.

49'

STA.

3+5

4.6

8" -

11.2

5° B

END

INV

664.

65'

STA.

4+3

1.7

8" -

11.2

5° B

END

INV

664.

00'

STA.

4+4

4.5

8"X8

" AN

CH

OR

TEE

INV

663.

91'

STA.

4+6

4.0

HYD

RAN

T AS

SEM

BLY

INV

663.

82'

STA. 4+39.58" GATE VALVE & GRADE BREAKINV 663.93'

36" M

ISIN

VER

T: 6

52.9

'±

))))

))

)))))

))))

SA

0+00 1+00

2+00

3+004+00

5+00

30+0

0

31+0

0

C1.0140'

2'

W CHURCHILL LNWATER MAIN

PLAN & PROFILE


VERTICAL SCALE:

0

HORIZONTAL SCALE:

0

9

PROJECT ID

SHEET OFC

2019-01

BRO

WN

DEE

R W

ATER

UTI

LITY

2019

WAT

ER M

AIN

REL

AY

MIL

WAU

KEE

CO

UN

TYBR

OW

N D

EER

, W

ISC

ON

SIN

5

N

S

EW

N 5

1st S

T

W CHURCHILL LN

N 5

0th

STANDREW RUSINOV8202 N 51st ST

FRANK DOSTER5014 W CHURCHILL LN

MMSD

MMSD5025 W CHURCHILL LN



DAVID & JUDITH SPRINK4978 W CHURCHILL LN

EXISTING SURFACE @ PROPOSED ALIGNMENT

472' GRANULAR BACKFILL

ABANDONED WATER SERVICEDO NOT RECONNECT (TYP)

CONNECT TO EXISTING 8" WMCUT IN 8"X8" TEE & 8" GATE VALVE

CONTRACTOR TO VERIFY ELEVATION

8" - 11.25° BEND

8" - 11.25° BEND &GRADE BREAK

8" - 11.25° BEND

8" GATE VALVE &GRADE BREAK

8"X6" ANCHOR TEE

HYDRANT ASSEMBLY(SEE DETAIL)

CONNECT TO EXISTING 6" WM W/(1) 8"X6" REDUCER & (2) 8" - 45° BENDSCONTRACTOR TO VERIFY ELEVATION

8"X8" ANCHOR TEE

8" GATE VALVE

SEE

SHEE

T C

1.02

MAT

CH

LIN

E ST

A 5+

00

EXISTING WATER MAIN PROFILE IS FOR REFERENCEONLY, AND IS ESTABLISHED USING OLD DESIGN PLANS.CONTRACTOR TO VERIFY LOCATION AND ELEVATIONAS NEEDED.

8" - 11.25° BEND

4' (TYP)

EXISTING GRADE

PROPOSED WM INVERT

REST LEN 30' 2' (BOTH) 2' (BOTH) 2' (BOTH)

2' (BOTH)

NO SERVICE ONCHURCHILL



PROP 8" PVC WM

SAWCUT (TYP)

39"X30" MIS

39"X30" MIS

656.00

658.00

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

656.00

658.00

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

5+00

670.

0366

3.65

669.

9166

3.41

6+00

669.

1666

3.17

669.

0966

2.94

7+00

669.

0366

2.70

669.

0066

2.46

8+00

668.

4066

2.23

669.

0066

2.06

9+00

669.

0666

2.92

670.

0066

3.78

10+00

671.

0066

4.65

377.8' - 8" PVC WM @ 0.47%

5.0' - 8" PVC WM @ 0.47%

21.5' - 8" PVC WM @ 1.72%

222.3' - 8" PVC WM @ 1.72%

GAS

GAS

GAS

STA. 8+41.88" GATE VALVE

INV 662.03'

STA.

8+4

6.8

8"X8

AN

CH

OR

TEE

& G

RAD

E BR

EAK

INV

662.

00'

STA.

8+6

8.3

HYD

RAN

T AS

SEM

BLY

INV

662.

38'

C1.0240'

2'


PLAN & PROFILE


VERTICAL SCALE:

0

HORIZONTAL SCALE:

0

9

PROJECT ID

SHEET OFC

2019-01

BRO

WN

DEE

R W

ATER

UTI

LITY

2019

WAT

ER M

AIN

REL

AY

MIL

WAU

KEE

CO

UN

TYBR

OW

N D

EER

, W

ISC

ON

SIN

6

N

SE

W

N 4

9th

ST






VILLAGE OF BROWN DEER4920 W CHURCHILL LN


KENNETH & CHARMAINE LEE8222 N 49th ST

W CHURCHILL LN

8" GATE VALVE

CONNECT TO EXISTING 6" WM W/(1) 8"X6" REDUCER & (2) 8" - 45° BENDSCONTRACTOR TO VERIFY ELEVATION

8" GATE VALVE

HYDRANT ASSEMBLY(SEE DETAIL)

8"X8" ANCHOR TEE &GRADE BREAK

8"X6" ANCHOR TEEABANDONED SERVICE

DO NOT RECONNECT (TYP)SEE

SHEE

T C

1.01

MAT

CH

LIN

E ST

A 5+

00

SEE

SHEE

T C

1.03

MAT

CH

LIN

E ST

A 10

+00




4' (T

YP)

EXISTING GRADE

PROPOSED WM INVERT

MAI

NTA

IN 8

' SEP

ARAT

ION

PROP 8" PVC WM

SAWCUT (TYP)

39"X30" MIS

36" MIS36" MIS

656.00

658.00

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

656.00

658.00

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

10+00

671.

0066

4.65

671.

6866

5.51

11+00

672.

0166

6.28

673.

0066

6.64

12+00

674.

0066

7.01

673.

2466

7.37

13+00

672.

21

671.

58

14+00

670.

98

670.

00

15+00

670.

00

222.3' - 8" PVC WM @ 1.72%

123.3' - 8" PVC WM @ 0.73%

4.9' - 8" PVC WM @ 0.73%

5.0' - 8" PVC WM @ 0.73%10.9' - 8" PVC WM @ 3.92%

5.6' - 8" PVC WM @ 2.78%

GAS

GAS

STA.

10+

90.6

8" -

22.5

° BEN

D &

GR

ADE

BREA

KIN

V 66

6.21

'

STA. 12+13.98" - 11.25° BEND & GRADE BREAK

INV 667.11'

STA. 12+38.78" - 45° BEND & 8"X6" REDUCERCONNECT TO EXISTING MAININV 667.77'

STA.

12+

23.8

8"X8

"X8"

TEE

& G

RAD

E BR

EAK

INV

667.

18'


INV 667.14'

STA. 12+34.78" - 45° BENDINV 667.61'

C1.0340'

2'


PLAN & PROFILE


VERTICAL SCALE:

0

HORIZONTAL SCALE:

0

9

PROJECT ID

SHEET OFC

2019-01

BRO

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DEE

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UTI

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2019

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N

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BROOKLANE MILW ASSOCIATES4525 W DEAN RD

W CHURCHILL LN

FRANK AIGNER8211 N 46th ST

LYNN DRUMM8224 N 48th ST

JANE LEX4824 W CHURCHILL LN

MMSD4847 W CHURCHILL LN SHONYA HUGHES

4821 W CHURCHILL LN

N 47th ST

N 48th ST


SEE

SHEE

T C

1.02

MAT

CH

LIN

E ST

A 10

+00

8" - 22.5° BEND

8" GATE VALVE

CONNECT EXISTING 3 4" SERVICETO NEW WM



8" - 11.25° BEND

8"X8"X8" TEE

CONNECT TO EXISTING 6" MAIN W/(2) 8" - 45° BENDS & (1) 8"X6" REDUCERCONTRACTOR TO VERIFY LOCATION & ELEVATION

CONNECT TO EXISTING 8" MAINCONTRACTOR TO VERIFY LOCATION & ELEVATION

4' (TYP)

EXISTING GRADE

PROPOSED WM INVERT

REST LEN 5' (BOTH)

10' (BOTH)

2' (BOTH)

PROP 8" PVC WM

SAWCUT (TYP)

EXISTING 6" WM

39"X30" MIS

21.75'

670.00

672.00

674.00

676.00

678.00

680.00

682.00

684.00

686.00

688.00

690.00

670.00

672.00

674.00

676.00

678.00

680.00

682.00

684.00

686.00

688.00

690.00

20+20

682.

02

682.

02

21+00

682.

0167

5.46

682.

0067

5.73

22+00

683.

0067

6.01

683.

0067

6.29

23+00

683.

1967

6.57

684.

0067

6.85

24+00

684.

0067

7.13

684.

0067

7.41

25+00

684.

73

25+25

684.

84

STA.

20+

65.0

CO

NN

ECT

TO E

XIST

ING

WM

INV

675.

26'

STA.

24+

94.8

8" -

45° B

END

AN

D 8

"X6"

RED

UC

ERC

ON

NEC

T TO

EXI

STIN

G M

AIN

INV

677.

66'

33.9' - 8" PVC WM @ 1.94%

STA.

20+

98.8

8" -

22.5

° BEN

DIN

V 67

5.92

'

31.8' - 8" PVC WM @ 0.49%

STA.

21+

30.7

HO

RIZ

. DEF

L.IN

V 67

6.07

'

322.9' - 8" PVC WM @ 0.49%

STA.

24+

53.6

8" -

22.5

° BEN

DIN

V 67

7.66

'

20.0' - 8" PVC WM @ 0.00%

STA.

24+

73.6

HO

RIZ

. DEF

L.IN

V 67

7.66

'

16.9' - 8" PVC WM @ 0.00%


INV 677.66'

1.7' - 8" PVC WM @ 0.00%

STA. 24+92.18" - 45° BEND

INV 677.66'

3.8' - 8" PVC WM @ 0.00%

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21+00 22+00 23+00 24+00

25+00

25+52

C1.0440'

2'

N 53rd STWATER MAIN

PLAN & PROFILE


VERTICAL SCALE:

0

HORIZONTAL SCALE:

0

9

PROJECT ID

SHEET OFC

2019-01

BRO

WN

DEE

R W

ATER

UTI

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2019

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REL

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WAU

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ON

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8

SHANNON FENCEROY5306 W GOODRICH LN

JULIA STEPANSKI8037 N 53rd ST

JOSEPH & GAIL SZYJAKOWSKI8047 N 53rd ST

MATTHEW BACON8057 N 53rd ST

WAYNE STAMM8067 N 53rd ST

WATERMARK BUILDING &DESIGN

8077 N 53rd ST

ARLENE BUSSARD8072 N 53rd STFREDERICK GEIGER

8060 N 53rd STCINDY LECLAIRE

8048 N 53rd ST

ERNEST GARZA5216 W GOODRICH LN

N 53rd ST

W G

OO

DRICH LN


EXISTING SURFACE @ ROAD CENTERLINE

CONNECT TO EXISTING 8" WMCONTRACTOR TO VERIFY ELEVATION

NEW 8" GATE VALVE

HORIZ. DEFL.

8" - 22.5° BEND

HORIZ. DEFL.

8" - 22.5° BEND

INSTALL 2" BLOWOFF FOR FLUSHING & SAMPLINGCONNECT TO EXISTING 6" WM W/ (2) 8" - 45° BENDS &(1) 8"X6" REDUCER AFTER SAFE SAMPLE RECEIVEDCONTRACTOR TO VERIFY ELEVATION

CONNECT EXISTING 3 4" COPPER SERVICESTO NEW 8" WM (TYP)

EXISTING WATER MAIN PROFILE IS FOR REFERENCEONLY, AND IS ESTABLISHED USING 6' OF COVER.CONTRACTOR TO VERIFY LOCATION AND ELEVATION AS NEEDED.

N

S

E

W

4' (TYP)

EXISTING GRADE

PROPOSED WM INVERTREST LEN 5' (BOTH)

5' (BOTH) 10' (BOTH)

CUT & CAP EXISTING 6" WM

PROP 8" PVC WM

EXISTING 6" WM

SAWCUT (TYP)

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

678.00

680.00

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

678.00

680.00

30+00

670.

99

670.

02

31+00

671.

71

STA. 30+49.5CONNECT TO EXISTING 6" WM8" - 45° BEND & 8"X6" REDUCERINV 665.14'

5.0' - 8" PVC WM @ 5.00%

STA.

30+

30.0

8" G

ATE

VALV

EIN

V 66

4.16

'

13.9' - 8" PVC WM @ 5.00%

STA.

30+

43.9

8" -

45° B

END

INV

664.

85'

5.7' - 8" PVC WM @ 5.00%

STA. 30+25.08"X8" ANCHOR TEE

INV 663.91'

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

678.00

680.00

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

678.00

680.00

32+00

670.

06

669.

00

33+00

669.

55

STA.

32+

74.4

CO

NN

ECT

TO E

XIST

ING

WM

8" -

45° B

END

& 8

"X6"

RED

UC

ERIN

V 66

3.41

'

5.0' - 8" PVC WM @ 5.78%


INV 662.29'

13.9' - 8" PVC WM @ 5.78%

STA. 32+68.98" - 45° BENDINV 663.09'

5.5' - 8" PVC WM @ 5.78%

STA.

32+

50.0

8"X8

AN

CH

OR

TEE

& G

RAD

E BR

EAK

INV

662.

00'

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

678.00

680.00

660.00

662.00

664.00

666.00

668.00

670.00

672.00

674.00

676.00

678.00

680.00

35+00

673.

83

673.

27

36+00

673.

60

STA. 35+30.0CONNECT TO EXISTING 8" MAININV 668.10'

2.4' - 8" PVC WM @ 37.82%

STA.

35+

27.6

8"X8

"X8"

TEE

& G

RAD

E BR

EAK

INV

667.

18'

C1.0540'

2'

W CHURCHILL LNSIDE STREETWATER MAIN

PLAN & PROFILE


VERTICAL SCALE:

0

HORIZONTAL SCALE:

0

9

PROJECT ID

SHEET OFC

2019-01

BRO

WN

DEE

R W

ATER

UTI

LITY

2019

WAT

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REL

AY

MIL

WAU

KEE

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TYBR

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N D

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ISC

ON

SIN

9

W CHURCHILL LN


N 50th ST

EXISTING SURFACE @

PROPOSED ALIGNMENT



KENNETH & CHARMAINE LEE8222 N 49th ST


SHONYA HUGHES4821 W CHURCHILL LN

JANE LEX4824 W CHURCHILL LN

LYNN DRUMM8224 N 48th ST

W CHURCHILL LN

W C

HU

RC

HILL LN

N 49th ST N 48th ST

N 47th ST


PROP 8" PVC WM

REST LEN 30'


REST LEN 30'

REST LEN 30'


PROP 8" PVC WM

PROP 8" PVC WM

EXISTING SURFACE @PROPOSED ALIGNMENT

EXISTING WATER MAIN PROFILE IS FORREFERENCE ONLY, AND IS ESTABLISHEDUSING OLD DESIGN PLANS. CONTRACTOR TOVERIFY LOCATION AND ELEVATION ASNEEDED.

8"X8" ANCHOR TEE& 8" VALVE


8"X8" ANCHOR TEE& 8" VALVE


8"X8"X8" TEE

CONNECT TO EXISTING 8" MAINCONTRACTOR TO VERIFY LOCATION & ELEVATION

SAWCUT (TYP)

VILLAGE OF BROWN DEER 2019 WATER MAIN RELAY PROJECT

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Transcript of VILLAGE OF BROWN DEER 2019 WATER MAIN RELAY PROJECT