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
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
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
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
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
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
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
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
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
MMSD5005 W CHURCHILL LN
MMSD4991 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
NO SERVICE ONCHURCHILL
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'
W CHURCHILL LNWATER MAIN
PLAN & PROFILE
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
6
N
SE
W
N 4
9th
ST
MMSD4895 W CHURCHILL LN
MMSD4871 W CHURCHILL LN
MMSD4921 W CHURCHILL LN
MMSD4949 W CHURCHILL LN
MMSD4979 W CHURCHILL LN
VILLAGE OF BROWN DEER4920 W CHURCHILL LN
DAVID & JUDITH SPRINK4978 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
EXISTING SURFACE @ PROPOSED ALIGNMENT
500' GRANULAR BACKFILL
EXISTING WATER MAIN PROFILE IS FOR REFERENCEONLY, AND IS ESTABLISHED USING OLD DESIGN PLANS.CONTRACTOR TO VERIFY LOCATION AND ELEVATIONAS NEEDED.
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'
STA. 12+18.88" GATE VALVE
INV 667.14'
STA. 12+34.78" - 45° BENDINV 667.61'
C1.0340'
2'
W CHURCHILL LNWATER MAIN
PLAN & PROFILE
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
7
N
S
EW
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
239' GRANULAR BACKFILL
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
EXISTING WATER MAIN PROFILE IS FOR REFERENCEONLY, AND IS ESTABLISHED USING OLD DESIGN PLANS.CONTRACTOR TO VERIFY LOCATION AND ELEVATIONAS NEEDED.
EXISTING SURFACE @ PROPOSED ALIGNMENT
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%
STA. 24+90.58" GATE VALVE
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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)))) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) )
) )
))
))
)))))
))
))
))
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)
))
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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
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
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
430' GRANULAR BACKFILL
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%
STA. 32+55.08" GATE VALVE
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
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
9
W CHURCHILL LN
MMSD4991 W CHURCHILL LN
N 50th ST
EXISTING SURFACE @
PROPOSED ALIGNMENT
DAVID & JUDITH SPRINK4978 W CHURCHILL LN
MMSD4895 W CHURCHILL LN
KENNETH & CHARMAINE LEE8222 N 49th ST
DAVID & JUDITH SPRINK4978 W CHURCHILL LN
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
25' GRANULAR BACKFILL
PROP 8" PVC WM
REST LEN 30'
3' GRANULAR BACKFILL
REST LEN 30'
REST LEN 30'
24' GRANULAR BACKFILL
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
CONNECT TO EXISTING 6" MAIN W/(2) 8" - 45° BENDS & (1) 8"X6" REDUCERCONTRACTOR TO VERIFY LOCATION & ELEVATION
8"X8" ANCHOR TEE& 8" VALVE
CONNECT TO EXISTING 6" MAIN W/(2) 8" - 45° BENDS & (1) 8"X6" REDUCERCONTRACTOR TO VERIFY LOCATION & ELEVATION
8"X8"X8" TEE
CONNECT TO EXISTING 8" MAINCONTRACTOR TO VERIFY LOCATION & ELEVATION
SAWCUT (TYP)