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174TH AVE.
174TH AVE.
MARG
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172ND AVE.
STA
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WISCONSIN DRIVE
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ARLENE CT.
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PAPERJACK DRIVEPAPERJACK DRIVE
TIERNEY DRIVE
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MERIDIAN DRIVE
PARK VIEW DR.
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COUNTY ROAD G-G
E. ELEVENTH ST.
W. EIGHTH ST.
FAIRFIELD ROAD
W. FOURTH ST.
JEFFERSON RD.
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LI
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HOMESTEAD DRIVE
CIRCLE PINE DRIVE
CIRC
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WILLIAMSBURG PLACE
WILLIAMSBURG PLACE
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RICHMOND WAY
PHEASANT RUN
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CROFT STREET
SOUTH H
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UN
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CHESTNUT DRIVE
LAUREL DRIVE
SYCAMORE DRIVE
ST. CROIX AVE.
ST.
C
RO
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VE.
WISCONSIN DRIVE
WISCONSIN DRIVE
ALF
RED
PL.
WIL
LOW
A
VE.
BILMAR AVE.
JEA
NN
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T.
SOUTH HILL DR.
DERRICK DRIVE
RON DRIVE
E. TENTH ST.
DERRICK DRIVE
W.
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MARSHALL ROAD
W. EIGHTH ST.
DA
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W. FIFTH ST.
W. FIFTH ST.
S.
DA
KO
TA
A
VE.
(S.T.H. 64)
HO
SPIT
AL
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.
W. SIXTH ST.
E. NINTH ST.
E. SEVENTH ST.
E. SIXTH ST.
PA
RK
A
VE.
S.
AR
CH
A
VE.
RIL
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VE.
E. FIFTH ST.
PA
RK
A
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BUSINESS HIGHWAY '64'
E. FOURTH ST.
GR
AN
D A
VE.
RO
UN
DS
AV
E.
CEDAR CT.
TAMARACK PLACE
SEQ
UO
IA L
AN
E
SEQUOIA LANE
TAM
ARA
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LACE
WEST RICHMOND WAY
PON
DER
OSA
LAN
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SHARPTAIL RUN
WEST EDGE PLACE
QU
AIL
RU
N
SHA
RPT
AIL
RU
N
W. FOURTH ST.
PAPER JACK DRIVE
Know what's below.before you dig.Call
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PRELIMINARY PLAN SET
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NOTE: THE EXACT LOCATION OF UNDERGROUND UTILITIES SUCH AS GAS, TELEPHONE, FIBER OPTIC, ELECTRIC, CABLE TV, AND PIPE LINES ARE UNKNOWN. THE CONTRACTOR SHALL CONTACT DIGGERS HOTLINE AT 811 AND ALL OTHER UTILITY OWNERS WHICH ARE IN THE PROJECT LIMITS, BEFORE COMMENCING EXCAVATION THE SUBSURFACE UTILITY QUALITY INFORMATION IN THIS PLAN IS LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02 ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."
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TITLE SHEET PLAN AND PROFILE SHEETS: 125th STREET PAPERJACK TRAIL (NORTH) PAPERJACK TRAIL (SOUTH) CROSS SECTION SHEETS 125th STREET PAPERJACK TRAIL (NORTH) PAPERJACK TRAIL (SOUTH)
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1
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\nr132154-tl.dwg 2/8/2018 4:42 PM slippert 2/8/2018 4:42 PM slippert2/8/2018 4:42 PM slippert slippertslippert
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FILE NO.
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NEWRI 143833
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--
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125th STREET AND UTILITY IMPROVEMENTS AND PAPERJACK TRAIL NEW RICHMOND, WISCONSIN
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THIS PLAN CONTAINS -- SHEETS.
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INDEX
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SHEET NO.
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DESCRIPTION
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CITY OF
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NEW RICHMOND, WISCONSIN
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CONSTRUCTION PLANS FOR 125TH STREET AND UTILITY IMPROVEMENTS AND PAPERJACK TRAIL
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N.T.S.
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CONCRETE CURB AND GUTTER
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SIGN (HWY, PARK, STOP, ETC.)
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EXISTING PAVEMENT OR SIDEWALK
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WOODED AREA
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BUSH-SHRUB
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DECIDUOUS AND CONIFEROUS TREE
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BUILDING
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RAILROAD TRACKS
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STREET NAME SIGN
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FENCE (UNIDENTIFIED)
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DITCH
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SANITARY SEWER SERVICE & CLEANOUT
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TRAFFIC SIGNAL STANDARD
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BURIED ELECTRIC CABLE
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BURIED PHONE DUCT OR CONDUIT AND MANHOLE
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WATER SERVICE AND CURB STOP BOX
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WATER MAIN, HYDRANT AND VALVE
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STORM SEWER, APRON, MANHOLE AND CATCH BASIN
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SANITARY SEWER AND MANHOLE
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STREET CENTERLINE
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SURVEY BASELINE
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COUNTY
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QUARTER
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SIXTEENTH
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CORPORATE LIMITS
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SECTION
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PERMANENT EASEMENT
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GAS SIGN, VALVE AND VENT
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SOIL BORING
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LIGHT POLE
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OVERHEAD ELECTRIC, POLE AND DOWN GUY ANCHOR
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GAS MAIN
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BURIED TV CABLE AND PEDESTAL
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BULKHEAD
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WATER VALVE MANHOLE
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CULVERT
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FORCE MAIN
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PROPERTY LINE
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R.R. RIGHT OF WAY
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RIGHT OF WAY
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%%UEXISTING
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5+00
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%%ULEGEND
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6+00
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6
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5
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CONC
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BIT
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BLDG
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TRAVERSE POINT
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REMOVE TREE
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%%UPROPOSED
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STORM SEWER, MANHOLE AND CATCH BASIN
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STREET LIGHT FEED POINT
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STREET LIGHTING CABLE
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TRAFFIC SIGNAL, STANDARD
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SIGN (HWY, PARK, STOP, ETC.)
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CONCRETE CURB AND GUTTER
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LIGHT POLE
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BIOROLL
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SILT FENCE
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DRAIN PIPE
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BULKHEAD
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CULVERT
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DITCH
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SANITARY SEWER SERVICE & CLEANOUT
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WATER VALVE MANHOLE
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NEW RIGHT OF WAY
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TEMPORARY EASEMENT
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PERMANENT EASEMENT
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WATER SERVICE AND CURB STOP BOX
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SANITARY SEWER AND MANHOLE
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WATER MAIN, HYDRANT AND VALVE
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FORCE MAIN
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E
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T
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T
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G
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#
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#1
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6"
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6"
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L
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6"
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CO
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CO
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BURIED PHONE CABLE AND PEDESTAL
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BURIED ELECTRIC DUCT OR CONDUIT AND MANHOLE
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BURIED FIBER OPTIC DUCT OR CONDUIT
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BURIED FIBER OPTIC CABLE
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TV
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PETROLEUM PIPELINE
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G
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G
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BARBED WIRE FENCE
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CHAIN LINK FENCE
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ELECTRIC WIRE FENCE
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WOOD FENCE
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WOVEN WIRE FENCE
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PLATE BEAM GUARDRAIL
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CABLE GUARDRAIL
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FLOATATION SILT CURTAIN
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WETLAND
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1
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%%UPROJECT LOCATION
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125TH STREET
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%%UPROJECT LOCATION
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PAPERJACK TRAIL (NORTH)
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PAPERJACK TRAIL (SOUTH)
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%%UPROJECT LOCATION
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W. 8TH STREET
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CTH A
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MADISON AVE
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W. RICHMOND WAY
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CIRCLE PINE DRIVE
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DETAILS
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DESIGN TEAM
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NO.
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BY
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DESIGNER:
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DRAWN BY:
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CHECKED BY:
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DATE
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SJL/AMP
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RER
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DFS
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REVISIONS
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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2
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\nr132154-dt.dwg 2/8/2018 4:46 PM slippert 2/8/2018 4:46 PM slippert2/8/2018 4:46 PM slippert slippertslippert
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SOD
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Longitudinal
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JUNCTION SLOT
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(SOD ONLY)
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AND MATS ARE BEING USED
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EROSION MAT OVER SEEDING:
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THE EXISTING SLOPE AND SOIL CONDITIONS SO WARRANT.
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VERSELY TO THE FLOW LINE OF THE DITCH.
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50 FEET ON GRADES EXCEEDING 3 PERCENT.
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D: SOD STRIPS MAY BE PLACED EITHER LONGITUDINALLY OR TRANS-
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C: THE WIDTH OF EROSION MAT SHALL ALWAYS EQUAL THE SOD WIDTH.
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OF 100 FEET ON GRADES UP TO AND INCLUDING 3 PERCENT, AND
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JUNCTION OR ANCHOR SLOTS SHALL BE AT MINIMUM INTERVALS
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WITH THE STANDARD SPECIFICATIONS.
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STAGGERED A MINIMUM OF 4 FEET APART.
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AND THE APPLICABLE SPECIAL SPECIFICATIONS.
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B: ROAD STAKES FOR THE SOD MAY BE OMITTED BY THE ENGINEER IF
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A: ONLY JUTE FABRIC WILL BE PERMITTED OVER SOD.
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EROSION MAT SHALL BE MEASURED AND PAYED FOR IN ACCORDANCE
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EDGES OF THE EROSION MAT SHALL BE IMPRESSED IN THE SOIL.
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JUNCTION SLOTS ON ADJACENT STRIPS OF MATTING SHALL BE
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LAP JOINTS SHALL NOT BE PLACED IN THE BOTTOM OF V-SHAPED
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AND MATERIAL STRENGTH AND IF PRIOR APPROVAL OF THE
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SHALL BE PERMITTED IF THEY PROVIDE EQUIVALENT PROTECTION
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VARIATIONS IN THE DIMENSIONS OF MATERIALS SHOWN HEREON
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PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS
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NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE
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DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP
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DITCHED.
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ENGINEER IS OBTAINED.
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EROSION MAT OVER SOD:
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GENERAL NOTES:
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AREA
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Flow
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Direction of
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JUNCTION SLOT
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(SEED ONLY)
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10"
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SEEDED
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6"
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(SEED AND SOD)
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ANCHOR SLOT
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AT BEGINNING AND END OF EROSION MAT
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12" MIN FOR LOOSE SOILS
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8" MIN. WHERE BOTH SOD
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6" MIN. FOR FIRM SOILS
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NO. 11 GA. OR
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LARGER DIAMETER
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WIRE OR EQUIVALENT
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TYPICAL STAPLE
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DETAIL OF
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*
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*
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*
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1" TO 2"
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4"
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Grade
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(SEED & SOD)
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LAP JOINT
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Transverse
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Flow
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Earth
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Grade
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Earth
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6"
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Flow
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10"
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SOD
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Grade
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6"
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Earth
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EROSION MAT AND SOD
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%%uEROSION CONTROL%%U
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*
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1
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2
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1
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2
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GEOTEXTILE FABRIC, TYPE FF
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SECURE TO GRATE WITH
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WIRE OR PLASTIC TIES
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WIDTH ON BOTH SIDES, LENGTH VARIES.
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WOOD 2" x 4" EXTENDS 8" BEYOND GRATE
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INLET PROTECTION DEVICES SHALL BE MAINTAINED OR REPLACED AT THE DIRECTION OF THE ENGINEER.
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WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY.
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TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE.
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THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET.
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FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.
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AN ADDITIONAL 18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING.
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INLET PROTECTION
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FLOW DIRECTION
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TRENCH DETAIL
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FLOW DIRECTION
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EXCESS FABRIC
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GEOTEXTILE FABRIC
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8' MAX. SPACING
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3" MAX. FOLD
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FLOW
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WOOD OR STEEL POSTS 4'-0" MINIMUM LENGTH 2'-0" MINIMUM DEPTH IN THE GROUND
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GEOTEXTILE FABRIC WITH ALTERNATE SUPPORT MEMBERS
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BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL
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WIRE OR NYLON CORD WITH STAPLES OR RINGS AT SEAMS
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SILT FENCE
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AND REPAIRS MADE AS NEEDED.
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INSPECTED AFTER EACH RAIN
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THE STRUCTURE SHALL BE
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INLET OR MANHOLE
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STAKES
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EX. GROUND
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INLET PROTECTION
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SILT FENCE
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GEOTEXTILE FABRIC TYPE FF
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PROVIDE INLET PROTECTION IN ACCORDANCE WITH WIDNR TECHNICAL STANDARD 1060
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AND CROSS BRACING
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2x4
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WITH OR WITHOUT GRATE
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2X4 STAKES AND CROSS BRACING
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BURIED FABRIC 6" MIN
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DETAILS
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DESIGN TEAM
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NO.
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BY
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DESIGNER:
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DRAWN BY:
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CHECKED BY:
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DATE
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SJL/AMP
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RER
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DFS
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REVISIONS
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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3
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\nr132154-dt.dwg 2/8/2018 4:46 PM slippert 2/8/2018 4:46 PM slippert2/8/2018 4:46 PM slippert slippertslippert
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VARIES
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MIN.
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SECTION "A-A"
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MEDIUM RIP RAP
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VARIES
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A
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PLAN VIEW
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VARIES
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W
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APRON ENDWALL
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CULVERT PIPE
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VARIES
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A
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GEOTEXTILE FABRIC, TYPE HR
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MEDIUM RIP RAP W/GEOTEXTILE FABRIC, TYPE HR
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APRON ENDWALL DISCHARGE EROSION CONTROL
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BIOROLL BLANKET SYSTEM
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EROSION CONTROL BLANKET
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4'' X 4'' TRENCH BACKFILLED OVER
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EROSION CONTROL BLANKET
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6"- 7'' DIA. ROLL ENCLOSED IN
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PLASTIC OR POLYESTER NETTING
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( TYPE 3 SPEC. 3889 )
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STRAW OR WOOD FIBER
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(SPEC. 3885)
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CATEGORY 3
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(SPEC. 3885)
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2'' X 2'' X 18'' LONG WOODEN STAKES
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AT 2' 0'' SPACING. DRIVE THROUGH
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NETTING AND FIBER ROLL.
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POINT
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''B''
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FLOW
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''A''
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8'', 11 GA. STAPLES
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SPACED 1' 0'' ON CENTER
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BLANKETS MUST
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12' MINIMUM
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OVERLAP BY 4''
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POINT
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1
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WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS.
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POINT "A" MUST BE 1' HIGHER (MIN) THAN POINT "B" TO ENSURE THAT
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1
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DITCH CHECK
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A
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A
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25'
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40'
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10'
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36'
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10'
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4'
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15'
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PLAN
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SECTION A-A
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6" HUMP
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NOTE: MAINTAIN TRACKING PAD IN GOOD CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING SITE. CLEAN UP & REMOVE ANY TRACKED MUD OR SEDIMENT LEAVING SITE IMMEDIATELY.
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2%
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LEVEL AREA
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6" WASHED STONE OVER 6" CABC
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TRACKING PAD
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VARIES
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18"
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DEPTH
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TEMPORARY MAILBOX SUPPORT
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%%uPLAN%%U
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%%uELEVATION%%U
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2- 4X4 TREATED SPACERS
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TREATED 2X4
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4X4 TREATED POST
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FRONT OF CURB
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* FRONT OF MAILBOX TO LINE UP WITH FACE OF CURB OR EDGE OF PAVEMENT
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MAILBOX BY CONTRACTOR
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NEWSPAPER BOX BY CONTRACTOR
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TREATED 2X4
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4X4 TREATED POSTS
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GUTTERLINE OR EDGE OF BIT
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EXACT LOCATION OF SUPPORT TO BE DETERMINED BY OWNER. VERIFY THAT DIMENSIONS AND LOCATIONS ARE ACCEPTABLE TO THE LOCAL POSTAL AUTHORITY. SUPPORT IS CONTRACTOR'S PROPERTY TO BE REMOVED AFTER ORIGINAL MAILBOXES AND NEWSPAPER BOXES HAVE BEEN PROPERLY RESTORED
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DETAILS
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DESIGN TEAM
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NO.
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BY
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DESIGNER:
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DRAWN BY:
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CHECKED BY:
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DATE
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SJL/AMP
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RER
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DFS
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REVISIONS
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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4
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\nr132154-dt.dwg 2/8/2018 4:46 PM slippert 2/8/2018 4:46 PM slippert2/8/2018 4:46 PM slippert slippertslippert
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BEND(S)
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BEND(S)
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MEGA-LUG, FIELD LOCK JOINTS (TYPICAL)
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JOINT RESTRAINT DETAIL
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PROVIDE CONDUCTIVITY STRAP ACROSS ALL JOINTS, INCLUDING RESTRAINED "MEGA-LUG" CONNECTIONS (TYPICAL ALL MECHANICAL JOINTS)
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CURB & GUTTER
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WHERE HYDRANT BASE IS IN OR NEAR WATER TABLE, THE DRAIN PORT SHALL BE PLUGGED AND A TAG FURNISHED AND PLACED ON THE HYDRANT.
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ALL JOINTS SHALL BE MECHANICAL TYPE WITH MEGA-LUG, FIELD LOCK JOINTS. PROVIDE CONDUCTIVITY STRAPS ACROSS ALL JOINTS AND VALVES, INCLUDING BENDS, SLEEVES.
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PROVIDE ONE 5' HYDRANT FLAG PER HYDRANT. SEE SPECIFICATIONS
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WATER MAIN
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1'
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STORM SEWER OR OBSTRUCTION
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3"
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4"
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6" MIN
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2'
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STORM SEWER OR OBSTRUCTION
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STREET
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L
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C
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PROPERTY LINE
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PRECAST MANHOLE BLOCK
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CURB STOP
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60°
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MINIMUM 8' COVER
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WATERMAIN
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INSULATED WATER SERVICE
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WATER SERVICE CONNECTION
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CURB BOX PROVIDE EXTENSION PIECES AS REQUIRED
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SERVICE LINE
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CORPORATION STOP
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COPPER WATER SERVICE WITH GOOSENECK
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CONNECT TO EXIST WATER SERVICE PIPING AT STREET R/W LINE
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MINIMUM 4'x8' INSULATION,
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VARIES
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VARIES
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EXTEND CURB BOX TO FINISHED GRADE PROVIDE CURB STOP MANHOLE ASSEMBLY WHERE BOX FALLS IN CONCRETE
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WATER SERVICE CONNECTION
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EXTENSION PIECES SHALL BE USED WHERE NEEDED TO BRING THE TOP OF THE BOX TO THE PROPOSED GRADE OR GROUND LINE
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VALVE BOX ASSEMBLY
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VALVE BOX SHALL BE INSTALLED IN A TRUE VERTICAL ALIGNMENT.
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6"
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GATE VALVE
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VARIES
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SOLID LID
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2" OPERATING NUT (OPENS LEFT)
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CONCRETE BLOCK
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1/2" BELOW ADJACENT ASPHALTIC SURFACE
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GATE VALVE & BOX
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FURNISH & INSTALL GATE VALVE ADAPTOR W/ RUBBER GASKET BETWEEN VALVE ADAPTOR (TYPICAL)
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MECH. COMPACTED BACKFILL
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MINIMUM 4" INSULATION EXTENDING 4' EACH WAY FROM WATERMAIN C/L
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PROVIDE CONDUCTIVITY STRAP ACROSS ALL JOINTS, INCLUDING MEGA-LUG, FIELD LOCK JOINTS CONNECTIONS
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SEWER
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BEND
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BEND
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BEND
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6"
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BEND
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2' MIN
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3"
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W/2
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W/2
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6"COMPACTED GRANULAR FILL
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WATER
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MINIMUM 4" INSULATION
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LOWER WATER MAIN ITEM INCLUDES ALL CUTS, FITTINGS, FIELD LOCK JOINTS, LOWERING, AND INSULATION
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ALL JOINTS SHALL BE MECHANICAL TYPE WITH MEGA-LUG, FIELD LOCK JOINTS. PROVIDE CONDUCTIVITY STRAPS ACROSS ALL JOINTS AND VALVES, INCLUDING BENDS, SLEEVES.
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LOWER WATER MAIN
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6"
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DIA.
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MIN.
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8"
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MIN.
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8"
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DIA.
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6"-12"
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EMBEDMENT
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PIPE
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CLASS B PIPE EMBEDMENT
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NOTE: CLASS B PIPE EMBEDMENT SHALL BE INCIDENTAL TO ALL PIPE INSTALLATION
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UNDISTURBED TRENCH WALL (TYP)
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CLASS B PIPE EMBEDMENT MATERIAL SHALL MEET THE REQUIREMENTS OF WDOT SECTION 209
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THICK TIMBER
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RETAINER GLAND
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4" MINIMUM
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CONCRETE BLOCKING
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UNDISTURBED
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TRENCH WALL
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SEE SPECS FOR
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END CAP
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DEAD END BLOCKING
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FINISHED GRADE
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GATE VALVE BOX
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6" GATE
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VALVE
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TEE
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6" D.I.P.
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CONCRETE BLOCK
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CONCRETE BLOCK
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1 CU. YD.
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2"
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WATERMAIN
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POLYETHYLENE
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8.5' BURY
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HYDRANT
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TRAFFIC FLANGE
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MINIMUM 2
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LAYERS TAR
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PAPER OR
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CRUSHED
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ROCK
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2" OPERATING NUT (OPENS LEFT)
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CONTRACTOR SHALL ROTATE TEE AND PROVIDE BENDS AS NECESSARY TO MAINTAIN MINIMUM 8' COVER ON HYDRANT LEAD AND A VERTICAL HYDRANT INSTALLATION OR MAY INSTALL A OFFSET FITTING.
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SIZE VARIES
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VARIES - 2'
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FIRE HYDRANT
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TYPICAL
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CONTRACTOR TO RECORD TIES TO EACH CURB BOX. PROVIDE TO ENGINEER
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4" THICK
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8' MIN
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DETAILS
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DESIGN TEAM
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NO.
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BY
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DESIGNER:
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DRAWN BY:
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CHECKED BY:
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DATE
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SJL/AMP
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RER
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DFS
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REVISIONS
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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5
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\nr132154-dt.dwg 2/8/2018 4:46 PM slippert 2/8/2018 4:46 PM slippert2/8/2018 4:46 PM slippert slippertslippert
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PLAN
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27"
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2-4 2"THICK ADJUSTING RINGS
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W/MORTAR JOINTS. APPLY 1/2"
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MORTAR ON OUTSIDE, STRIKE
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INSIDE CLEAN
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ECCENTRIC PRECAST CONE SECTION
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5"MIN.
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SECTION
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6" PRECAST
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4'-0"
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3/8" BELOW FINISHED GRADE
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PAVEMENT OR GROUND LINE
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GASKET JOINTS
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16" BARREL SECTION
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INTEGRALLY CAST BOOT
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RUBBER GASKETS ALL JOINTS, JOINTS SHALL BE WATERTIGHT STEEL REINFORCED PLASTIC OR ALUMINUM STEPS 16" O.C. IN LINE
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BASE TO BE CAST INTEGRALLY WITH BOTTOM BARREL SECTION
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GROUT BOTTOM DIAMETER OF PIPE, SLOPE UP 3" TO MANHOLE WALL
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4'-0"
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VARIES
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PRECAST INVERT
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NOTE: ALL MANHOLES TO BE CL 3 RCP ASTM SPEC C 478
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SANITARY MANHOLE
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GRADE
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RISER WHEN REQUIRED.
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SEE RISER DETAIL.
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MAIN SEWER
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WYE
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P
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L
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1/8" TO 1/4" FALL PER FOOT
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BENDS AS
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NECESSARY
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SEE SERVICE
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IMBED RISER IN TRENCH
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45° BEND
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3/4" MINUS ROCK
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BEDDING
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LENGTH VARIES
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WALL, SLOPE VARIES
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DETAIL
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WYE
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SANITARY SEWER SERVICE RISER
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NOTE:
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FOR SIZE AND TYPE OF
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MATERIALS SEE SPECS.
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TRACER WIRE
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DEPTH AS REQUIRED TO SERVE PROPERTY
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PLUG W/ END CAP (INCIDENTIAL TO SERVICE) OR CONNECT TO EXISTING SERVICE
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TRACER WIRE FROM WYE TO END OF NEW SERVICE BRING TO SURFACE IN TEST BOX (SEE SPEC) ALLOW 2' EXCESS WIRE COILED BENEATH BOX (WIRE AND BOX INCIDENTAL TO SAN SERVICE) (NOT REQUIRED UNLESS CALLED FOR IN PLAN)
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NOTE: INSTALL NEW RISER TO MAINTAIN A MINIMUM 8' COVER OVER SANITARY SEWER SERVICE PIPE. PROVIDE 4" OF INSULATION OVER SANITARY SEWER SERVICE IF LESS THEN 8' DEEP, AS DIRECTED BY ENGINEER.
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SANITARY SEWER SERVICE
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CONNECT TO EXIST SERVICE PIPE
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WITH MORTAR JOINTS
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CONCRETE HORSESHOE
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HORSESHOES & PIPE.
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MORTAR BETWEEN
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FILL WITH CONCRETE
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PLAN
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5"MIN.
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27"
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SECTION
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4'-0"
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3/8" BELOW FINISHED GRADE
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PAVEMENT OR GROUND LINE
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SANITARY DROP MH (OUTSIDE)
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16" BARREL SECTION
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ALL DROP SECTIONS SHALL
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NOTE:
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UNLESS OTHERWISE NOTED.
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MATCH INCOMING PIPE SIZE
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SEE STANDARD SANITARY MANHOLE DETAIL FOR PRECAST CONE TYPE
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DROP SECTION PAY LENGTH
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CASTING NEENAH R1642 OR EQUAL
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4'-0"
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VARIES
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8" POURED OR 6" PRECAST
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90° BEND
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TEE
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PRECAST SECTIONS W/WATER TIGHT GASKETS AT ALL JOINTS
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PRECAST OR FIELD POURED INVERT
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2-4 2" THICK ADJUSTING RINGS W/MORTAR JOINTS, PLASTER OUTSIDE, STRIKE INSIDE CLEAN.
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STEEL REINFORCED PLASTIC OR ALUMINUM STEPS
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EXTERIOR CHIMNEY SEAL, WHERE CALLED FOR ON PLAN
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CASTING NEENAH R1642
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OR EQUAL
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WATER TIGHT BOOT
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TRACER WIRE NOT REQUIRED UNLESS CALLED FOR ON PLAN
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CONTRACTOR TO RECORD TIES TO EACH SERVICE CONNECTION. PROVIDE TO ENGINEER
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CORE DRILLED PIPE TO MANHOLE CONNECTION
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NOTE: CONNECTION TO EXISTING SANITARY SEWER MANHOLE SHALL BE CORE DRILLED WITH A SNAP IN BOOT.
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WATER TIGHT SNAP-IN-SLEEVE
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GASKET
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2 - S.S. TAKE-UP CLAMPS
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NEW OR EXISTING MANHOLE
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GROUT ENTIRE DOGHOUSE
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SNAP-IN POWER SLEEVE
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INVERT PER PLAN
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CLEAN SURFACE
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PIPE
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CORE DRILL HOLE
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TYPICAL INVERT DETAILS
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GROUT BOTTOM TO 12DIAMETER OF PIPE AND SLOPE UP 3" TO MANHOLE WALL
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ADJUSTING RINGS AS REQ'D.
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PROPOSED OVERLAY
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STORM OR SANITARY
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MANHOLE
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MANHOLE CASTING ADJUSTMENT
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SET CASTING " BELOW PROPOSED ASPHALTIC SURFACE
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EXISTING STREET SECTION
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BACKFILL EXCAVATION WITH COMPACTED ASPHALTIC MATERIAL
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PROPOSED OVERLAY
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VALVE BOX ADJUSTMENT
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VALVE BOX EXTENSION IF REQUIRED
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BACKFILL EXCAVATION WITH COMPACTED ASPHALTIC MATERIAL
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EXISTING STREET SECTION
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SET CASTING " BELOW PROPOSED ASPHALTIC SURFACE
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DETAILS
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DESIGN TEAM
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NO.
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BY
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DESIGNER:
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DRAWN BY:
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CHECKED BY:
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DATE
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SJL/AMP
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RER
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DFS
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REVISIONS
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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6
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\nr132154-dt.dwg 2/8/2018 4:46 PM slippert 2/8/2018 4:46 PM slippert2/8/2018 4:46 PM slippert slippertslippert
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FRAME AND COVER TO BE STAMPED "DUMP NO WASTE - DRAINS TO RIVER"
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A
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MIN. 3(2")
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RINGS
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ADJUSTMENT
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PLAN
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"D"
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2'-0"
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TOP OF CASTING ELEV
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2'-0"
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3"
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SECTION A-A
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BOX DEPTH
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A
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3'-0"
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CASTING NEENAH
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USE 6-INCH CONC. BLOCK OR 5" PRECAST ALL VOIDS IN BLOCK TO BE FILLED WITH MORTAR & BACK PLASTERED WITH 12" MORTAR
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TYPE 3 INLET
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P
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-
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4"
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+
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DEPTH "D"
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8" MIN.
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GROUT
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48"
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58"
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27"
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K
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P
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DIMENSIONS
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W
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H
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T
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9"
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G
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F
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96"
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9"
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E
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8"
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84"
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D
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7"
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72"
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MANHOLE TYPE
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27"
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113"
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27"
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T
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100"
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27"
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86"
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27"
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H
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8"
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8"
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B
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5"
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K
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8"
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102"
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119"
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C
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60"
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6"
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72"
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27"
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8"
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10"
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10"
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2-4 2"THICK ADJUSTING RINGS
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W/MORTAR JOINTS. APPLY 1/2"
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MORTAR ON OUTSIDE, STRIKE
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INSIDE CLEAN
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PAVEMENT OR GROUND LINE
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W
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16" BARREL SECTION
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PRECAST SECTIONS W/WATER TIGHT GASKETS AT ALL JOINTS STEEL REINFORCED PLASTIC OR ALUMINUM STEPS
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MANHOLE CASTING NEENAH R-1642 OR EQUAL
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3/8" BELOW FINISHED GRADE
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USE REDUCTION SECTION FOR MANHOLES 60" DIAMETER OR LARGER WHERE DEPTH ALLOWS
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STORM MANHOLE
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"U" BOLT REQUIREMENTS
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LENGTH
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BOLT DIA.
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PIPE SIZE
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24"
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24"
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24"
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24"
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1"
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60" & GREATER
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42" TO 54"
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24" TO 36"
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21" & LESS
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48"-72"
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21"-42"
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12"-18"
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12"
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6"
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4"
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1"
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TRASH GUARD SIZING
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PIPE SIZE
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BARS
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"H"
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BOLTS
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H
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6"
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24" MAX.
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PROVIDE 3 ANCHOR CLIPS TO FASTEN TRASH GUARD TO FLARED END SECTION. HOT DIP GALVANIZE AFTER FABRICATION.
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SEE DETAIL FOR RIPRAP AT RCP APRONS.
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GALVANIZED TRASH GUARD
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HINGED ANCHOR CLIP (TYP.)
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34"
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1 " 14"
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1"
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58"
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34"
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34"
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58"
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12"
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GALVANIZED "U" BOLT FASTENERS - 2 PER JOINT LOCATED ON EACH SIDE OF THE PIPE AT 60° FROMTHE TOP OF THE PIPE. TIE THREE JOINTS UNLESS OTHERWISE NOTED ON THE PLAN.
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CASTING TYPE NEENAH R-2680
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MIN.
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1/2" MORTAR.
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BACK PLASTERED WITH
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FILLED WITH MORTAR &
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VOIDS IN BLKS. TO BE
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USE 6-INCH CONC.
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8"
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CONC. BASE
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36"
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GROUTED INVERT
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TOP OF CASTING ELEVATION
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DEPTH
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BLKS. OR 5" PRECAST C.B.
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DIAMETER
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OUTLET
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STATION/OFFSET LOCATIONS LABELED IN PLANS ARE TO CENTER OF STRUCTURE.
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RINGS W/MORTAR JOINTS,
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PLASTER OUTSIDE, STRIKE
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INSIDE CLEAN.
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2-4 2" THICK ADJUSTING
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TYPE 'A' AREA DRAIN
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RCP APRON END WALL
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CURB AND GUTTER CONSTRUCTION AT INLETS
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%%UPLAN
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OTHERWISE NOTED
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R-3067-L
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CURB
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RETURN
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2- #4 X 5'-0" LONG (WITH 24" GUTTER)
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%%USECTION
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1/2" EXPANSION JOINT
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1/2" EXPANSION JOINT
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TOP OF CURB
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SUMP CASTING 0.1'
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GUTTER
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AS SHOWN ON PLAN
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R-3067-L OR EQUAL
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STRUCTURE OFFSET AS SHOWN ON PLAN
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AS SHOWN ON PLAN
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NOTE: TRASH GUARD NOT REQUIRED UNLESS CALLED FOR ON PLAN.
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DETAILS
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DESIGN TEAM
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NO.
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BY
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DESIGNER:
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DRAWN BY:
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CHECKED BY:
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DATE
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SJL/AMP
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RER
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DFS
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REVISIONS
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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7
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\nr132154-dt.dwg 2/8/2018 4:46 PM slippert 2/8/2018 4:46 PM slippert2/8/2018 4:46 PM slippert slippertslippert
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CURB & GUTTER
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5' TAPER
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CURB TAPER
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& SEED
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SECTION B-B
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PLAN VIEW
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B
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B
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A
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A
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4" TOPSOIL & SEED
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EXP. JT.
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EXP. JT.
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4" SIDEWALK
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5'
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TERRACE
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5'
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DWY.
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TOP OF CURB
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GUTTER
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FLOWLINE OF
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PAVEMENT
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6" CONCRETE
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SIDEWALK
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4" CONCRETE
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(TYP.)
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CONT. JT.
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GUTTER LINE
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LINE (TYP.)
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HEIGHT TO GUTTER
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TAPER CURB
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1/2" EXP. JT.
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CONT. JT.
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(TYP.)
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WITHIN DWY.
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6" CONCRETE
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EDGE OF PAVEMENT
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4" TOPSOIL
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SIDEWALK
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EXISTING
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R/W
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SECTION A-A
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VAR.
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VAR.
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EXIST.
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MATCH
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CURB & GUTTER
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30" TYPE "D" CONCRETE
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BASE COURSE
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PAVEMENT
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6" CONCRETE
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EDGE
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PAVEMENT
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VARIES
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0.5'
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LIMITS OF DRIVEWAY CONSTRUCTION
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BIT. PAV'T.
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EXIST.
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REQ'D.
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SAWCUT
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VARIES
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3" ASPHALTIC CONCRETE
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TERRACE
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SIDEWALK
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CRUSHED AGGR.
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2' TAPER
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2' TAPER
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CONCRETE DRIVEWAY APPROACH DETAIL
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L
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C
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SEE TYP.
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VARIES
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JOINT TYP.
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EXPANSION
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SIDEWALK
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4" CONCRETE
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OR NEW
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EXISTING
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SIDEWALK
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6" CONCRETE
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EXPANSION
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JOINT TYP.
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MAX. SLOPE
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RAMPED 12:1
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4'-0"
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SECTION
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5'
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5'
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CURB TAPER 1.5' MIN. 2' MAX.
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5'-0"
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CONCRETE CURB & GUTTER
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2'-0"
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DETECTABLE WARNING FIELD PER WDOT STANDARD SPECIFICATIONS AND DETAILS
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ACCESSIBLE RAMPS
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GENERAL NOTES: 1. IN ALL DRIVEWAY AREAS RECEIVING SIDEWALK, REMOVE AND REPLACE EXISTING DRIVEWAY APPROACHES IN BOULEVARD AND SIDEWALK AREAS. INSTALL 6" AGGREGATE BASE COURSE AND 6" CONCRETE SIDEWALK. 2. GRADING FOR THE PROPOSED SIDEWALK WILL REQUIRE CONTRACTOR TO EXCAVATE, AT A MINIMUM, TO 6" BELOW THE BOTTOM OF THE SIDEWALK GRADE AND TO INSTALL AND COMPACT INPLACE A GRANULAR SUBBASE MATERIAL. 3. SAW CUT EXISTING DRIVEWAYS TO ACCOMMODATE NEW CURB AND GUTTER OR SIDEWALK GRADES.
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6" CONCRETE SIDEWALK OVER 6" CABC
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OVER 6" CABC
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SIDEWALK/DRIVEWAY GENERAL NOTES
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DETECTABLE WARNING FIELD(S) PER WIDOT STANDARD SPECIFICATIONS (NEENAH, CAST IRON, NON-PAINTED, OR EQUAL)
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CURB BOTTOM OPENING MUST MATCH TRAIL WIDTH
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6" CONCRETE RAMP 12:1 MAX SLOPE
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10'
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CONCRETE CURB & GUTTER
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ACCESSIBLE RAMPS
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SIDEWALK
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TRAIL OR
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7 1/2"
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7 1/2"
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7 1/2"
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12"
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6"
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DRIVEWAY
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6"
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MAX.
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24"
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1 1/2" R.
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3/4"/FT.
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30"
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30"
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1 1/2"
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6"
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24"
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3/4"/FT.
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%%uNOTES:%%U
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THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE SLOPE OF THE SUBGRADE OR BASE COURSE PROVIDED A 6" MINIMUM GUTTER THICKNESS IS MAINTAINED
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TYPE D CURB & GUTTER
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(TYP)
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(WIDTH VARIES)
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EXP. JT.
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EXP. JT.
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3/4"/FT
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1"R
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6"
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12"
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6"
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6"
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MAX.
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24"
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1 1/2" R.
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30"
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%%uNOTES:%%U
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THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE SLOPE OF THE SUBGRADE OR BASE COURSE PROVIDED A 6" MINIMUM GUTTER THICKNESS IS MAINTAINED
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TYPE D "REJECT" CURB & GUTTER
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3/4"/FT
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30" TYPE J "REJECT" CURB AND GUTTER
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%%uNOTES:%%U
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THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE SLOPE OF THE SUBGRADE OR BASE COURSE PROVIDED A 6" MINIMUM GUTTER THICKNESS IS MAINTAINED
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12"
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4"
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6"
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MIN
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30"
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18"
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30" SURMOUNTABLE CURB & GUTTER
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3/4" / FT.
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%%uNOTES:%%U
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THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE SLOPE OF THE SUBGRADE OR BASE COURSE PROVIDED A 6" MINIMUM GUTTER THICKNESS IS MAINTAINED
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CURB SHOWN IS APPROXIMATE PROFILE. CONTRACTOR TO MATCH EXISTING CURB PROFILE.
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CONCRETE CROSS GUTTER
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5
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1
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SLOPE 3/4" PER FOOT
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%%USECTION
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3-#4 REBAR CONTINUOUS TO 12" BEYOND GUTTER SECTION ENDS.
BITUMINOUS PAVEMENT DESIGN125th STREET & PAVEMENT RESTORATIONWear: 1.5" of E-1, 9.5mm aggregate size, PG 58-34Base: 2" of E-1, 19mm aggregate size, PG 58-34
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TYPICAL SECTION
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DESIGN TEAM
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NO.
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BY
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DESIGNER:
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DRAWN BY:
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CHECKED BY:
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DATE
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SJL/AMP
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RER
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DFS
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REVISIONS
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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8
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\nr132154-dt.dwg 2/8/2018 4:46 PM slippert 2/8/2018 4:46 PM slippert2/8/2018 4:46 PM slippert slippertslippert
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GENERAL NOTES: 1. WORK UNDER THIS CONTRACT COVERS PULVERIZING, ALL REMOVALS, UTILITY INSTALLATION (NEW OR REPLACEMENT), EXCAVATION, SUBGRADING, GRANULAR SUBBASE COURSE, CABC, AND PAVING. 2. CONTRACTOR SHALL REMOVE EXISTING CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY CITY OR ENGINEER. 3. SEE SPECIFICATIONS FOR ROADWAY SUBGRADING REQUIREMENTS. 4. ANY UNSUITABLE SOILS FOUND UNDER THE 12" SUBBASE TO BE REMOVED AS DIRECTED BY ENGINEER AND REPLACED WITH A GRANULAR MATERIAL AND CALCULATED AS EXCAVATION BELOW SUBGRADE (EBS). SEE SPECIFICATIONS. 5. CONTRACTOR SHALL PROTECT NEW CURB AND GUTTER AND NEW SIDEWALK BY ERECTING AND MAINTAINING ADEQUATE BARRICADES AND PROVIDING PERSONNEL TO KEEP TRAFFIC, PEDESTRIANS, CONSTRUCTION WORKERS, AND OTHERS OFF OF NEWLY CONSTRUCTED CONCRETE UNTIL AFTER IT HAS DEVELOPED SUFFICIENT STRENGTH TO PREVENT DAMAGE TO THE SURFACE. 6. CONTRACTOR IS RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ALL CONCRETE AREAS DAMAGED BY TRAFFIC, PEDESTRIANS, OTHER CONSTRUCTION ACTIVITIES, OR THE CONTRACTOR OR HIS SUBCONTRACTORS PRIOR TO FINAL ACCEPTANCE BY THE CITY. 7. 12" SUBBASE WILL NOT BE NEEDED OR PAID FOR IN SOME AREAS IF ACCEPTABLE GRANULAR MATERIALS ARE ALREADY INPLACE. ENGINEER TO DETERMINE LOCATION WHERE 12" SUBBASE WILL BE USED.
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GENERAL NOTES
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PAVEMENT DESIGN
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EXISTING GRAVEL
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EXISTING ASPHALTIC
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SURFACE
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SURFACE
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VARIES
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DISTURBED AREA
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TO PAVING
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BASE COURSE TO BE REMOVED PRIOR
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BASE COURSE, W/ 3.5" TEMPORARY
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8" CRUSHED AGGREGATE
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NOTE: 3" BITUMINOUS AND 6" CRUSHED AGGREGATE BASE COURSE AT DRIVEWAY CROSSINGS
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ASPHALTIC PAVEMENT RESTORATION
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2%
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2%
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ASPHALTIC CONCRETE PAVEMENT (2 LIFTS WITH TACK COAT) SEE BITUMINOUS DESIGN
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8" CABC AND PULVERIZED ASPHALT. CONTRACTOR TO PULVERIZE EXISTING ASPHALT. STRIP AND STOCKPILE EXISTING BASE AND ASPHALT AFTER PULVERIZING, PRIOR TO UTILITY WORK AND REINSTALL FOLLOWING SUBGRADE GRADING.
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12" SUBBASE SUBCUT UNDER THIS CONTRACT SHALL BE TO SUBBASE ELEVATIONS AND CROSS SLOPES. INCLUDES ALL EXCAVATION, REMOVALS, GRADING, AND COMPACTION NECESSARY TO MATCH SUBBASE ELEVATIONS IN STREET, BOULEVARD, DRIVEWAY, AND SIDEWALK AREAS.
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TYPICAL STREET SECTION
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3:1 TYPICAL
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3:1 TYPICAL
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TYPICAL STREET SECTION
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STA 26+62 TO 32+50 (IN WETLAND AREA)
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2%
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2%
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ASPHALTIC CONCRETE PAVEMENT (2 LIFTS WITH TACK COAT) SEE BITUMINOUS DESIGN
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8" CABC AND PULVERIZED ASPHALT. CONTRACTOR TO PULVERIZE EXISTING ASPHALT. STRIP AND STOCKPILE EXISTING BASE AND ASPHALT AFTER PULVERIZING, PRIOR TO UTILITY WORK AND REINSTALL FOLLOWING SUBGRADE GRADING.
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12" SUBBASE SUBCUT UNDER THIS CONTRACT SHALL BE TO SUBBASE ELEVATIONS AND CROSS SLOPES. INCLUDES ALL EXCAVATION, REMOVALS, GRADING, AND COMPACTION NECESSARY TO MATCH SUBBASE ELEVATIONS IN STREET, BOULEVARD, DRIVEWAY, AND SIDEWALK AREAS.
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4" TOPSOIL AND HYDROSEED IN DISTURBED AREAS UNDER THIS CONTRACT. (TYPICAL ALONG PROJECT LENGTH - BOTH SIDES)
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4:1 TYPICAL
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4:1 TYPICAL
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0.5'
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2'
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1' (TYP)
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4:1 TYPICAL
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2'
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2'
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4" TOPSOIL AND HYDROSEED IN DISTURBED AREAS UNDER THIS CONTRACT. (TYPICAL ALONG PROJECT LENGTH - BOTH SIDES)
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2'
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3:1 TYPICAL
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3:1 TYPICAL
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2'
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ASPHALTIC CONCRETE PAVEMENT (2 LIFTS WITH TACK COAT) SEE BITUMINOUS DESIGN
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EXIST 24" STM
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EXIST 24" STM
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EXIST 24" STM
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EXIST 27" STM
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EXIST 27" STM
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EXIST 12" STM
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PLAN AND PROFILE 125TH STREET
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125TH STREET
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DESIGN TEAM
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NO.
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BY
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DESIGNER:
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DRAWN BY:
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CHECKED BY:
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DATE
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SJL/AMP
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RER
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DFS
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REVISIONS
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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9
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\125th PP.dwg 2/12/2018 12:31 PM slippert 2/12/2018 12:31 PM slippert2/12/2018 12:31 PM slippert slippertslippert
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0
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feet
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scale
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20
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40
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20
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10
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675 CIRCLE PINE DRIVE SCOTT & ANNA THELL
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680 CIRCLE PINE DRIVE PPC DEVELOPMENT LLP
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1706 125TH STREET MARK PAYSON
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1702 125TH STREET CHARLES & MARY ANN CAMPBELL
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CITY OF NEW RICHMOND
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PHILLIPS PLASTICS CORP
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CITY OF NEW RICHMOND
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CIRCLE PINE DRIVE
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MADISON AVENUE
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125th STREET
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MATCH LINE STA 16+00
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= INLET PROTECTION
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CURB & GUTTER
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SLOPE INTERCEPT (TYP)
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EXISTING RIGHT OF WAY (TYP)
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EXISTING RIGHT OF WAY (TYP)
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EXIST 18" STM
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EXIST 15" STM
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DESIGN TEAM
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NO.
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BY
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DESIGNER:
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DRAWN BY:
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CHECKED BY:
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DATE
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SJL/AMP
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RER
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DFS
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REVISIONS
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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10
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\125th PP.dwg 2/12/2018 12:31 PM slippert 2/12/2018 12:31 PM slippert2/12/2018 12:31 PM slippert slippertslippert
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0
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feet
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scale
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20
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40
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20
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10
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PLAN AND PROFILE 125TH STREET
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125TH STREET
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653 LAUREL DRIVE STEVEN & ERIN STOEKLEN
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1712 125TH STREET TODD & DAWN RANDOLPH
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660 LAUREL DRIVE ZACHARY BRINKMAN
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663 SYCAMORE DRIVE RAYMOND SALABA
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670 SYCAMORE DRIVE GEHRKE PROPERTIES LLC
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1706 125TH STREET MARK PAYSON
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1718 125TH STREET ARNOLD & JANET TJELTA
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SYCAMORE DRIVE
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MATCH LINE STA 16+00
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MATCH LINE STA 22+00
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LAUREL DRIVE
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CURB & GUTTER
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PROPOSED RIGHT OF WAY TO BE ACQUIRED (TYP)
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SLOPE INTERCEPT (TYP)
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EXISTING RIGHT OF WAY (TYP)
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EXISTING RIGHT OF WAY (TYP)
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EXIST 18" STM
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EXIST 15" STM
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EXIST 18" STM
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EXIST 12" STM
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EXIST 12" STM
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EXIST 18" STM
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DESIGN TEAM
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NO.
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BY
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DESIGNER:
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DRAWN BY:
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CHECKED BY:
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DATE
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SJL/AMP
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RER
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DFS
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REVISIONS
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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11
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\125th PP.dwg 2/12/2018 12:31 PM slippert 2/12/2018 12:31 PM slippert2/12/2018 12:31 PM slippert slippertslippert
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0
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feet
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scale
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20
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40
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20
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10
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PLAN AND PROFILE 125TH STREET
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125TH STREET
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1718 125TH STREET ARNOLD & JANET TJELTA
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1730 125TH STREET TAMARA HARRISON HIBEN
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1726 125TH STREET KEITH & LISA MALMQUIST
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125TH STREET CITY OF NEW RICHMOND
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125TH STREET WILLOW RIVER JT VENTURE
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648 CHESTNUT DRIVE RYAN SHERLEY
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CHESTNUT DRIVE
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MATCH LINE STA 28+00
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PAPERJACK BEND
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MATCH LINE STA 22+00
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CURB & GUTTER
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CURB & GUTTER
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STA 26+62, 16.5'RT (B.C.) END CURB & GUTTER
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PROPOSED RIGHT OF WAY TO BE ACQUIRED (TYP)
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SLOPE INTERCEPT (TYP)
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EXISTING RIGHT OF WAY (TYP)
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DESIGN TEAM
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NO.
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BY
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DESIGNER:
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DRAWN BY:
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CHECKED BY:
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DATE
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SJL/AMP
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RER
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DFS
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REVISIONS
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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12
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\125th PP.dwg 2/12/2018 12:31 PM slippert 2/12/2018 12:31 PM slippert2/12/2018 12:31 PM slippert slippertslippert
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0
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feet
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scale
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20
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40
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20
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10
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PLAN AND PROFILE 125TH STREET
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125TH STREET
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1730 125TH STREET TAMARA HARRISON HIBEN
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125TH STREET WILLOW RIVER JT VENTURE
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MATCH LINE STA 34+00
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PAPERJACK CREEK
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MATCH LINE STA 28+00
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1740 125TH STREET DAVID & SANDRA KAHL
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125TH STREET WILLOW RIVER JT VENTURE
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644 W 9TH STREET WILLOW RIVER JOINT VENTURE
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1742 125TH STREET DANA BERRES-GREEN
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STA 32+50, 16.5'RT (B.C.) BEGIN CURB & GUTTER
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EXISTING RIGHT OF WAY (TYP)
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PAPERJACK TRAIL NORTH
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PAPERJACK TRAIL SOUTH
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100-YEAR FLOOD FRINGE
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100-YEAR FLOOD WAY
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WETLAND BOUNDARY
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WETLAND BOUNDARY
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100-YEAR FLOOD WAY
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100-YEAR FLOOD FRINGE
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100-YEAR FLOOD WAY
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100-YEAR FLOOD FRINGE
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100-YEAR FLOOD WAY
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EXIST 15" STM
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EXIST 12" STM
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DESIGN TEAM
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BY
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SJL/AMP
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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13
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P:\KO\N\Newri\132154\125th Street\CAD\dwg\plnshts\125th PP.dwg 2/12/2018 12:31 PM slippert 2/12/2018 12:31 PM slippert2/12/2018 12:31 PM slippert slippertslippert
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0
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feet
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PLAN AND PROFILE 125TH STREET
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125TH STREET
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WEST 8TH STREET
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MATCH LINE STA 34+00
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644 W 9TH STREET WILLOW RIVER JOINT VENTURE
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1742 125TH STREET DANA BERRES-GREEN
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WEST 9TH STREET
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1748 125TH STREET MARK OTTO
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644 W 8TH STREET GERALD & LAURIE HARVIEUX
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647 W 9TH STREET RICHMOND HEIGHTS RENTALS LLC
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CURB & GUTTER
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SJL/AMP
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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1
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P:\KO\N\Newri\132154\125th Street\Paperjack Creek Nature Trail\cad\dwg\plnshts\PJ Trail - PP.dwg 2/12/2018 1:57 PM slippert 2/12/2018 1:57 PM slippert2/12/2018 1:57 PM slippert slippertslippert
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0
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feet
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scale
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10
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PROPOSED PROFILE PROFILE
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EXISTING PROFILE PROFILE
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PLAN AND PROFILE PAPERJACK TRAIL (NORTH)
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PAPERJACK CREEK
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SLOPE INTERCEPT (TYPICAL)
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100-YEAR FLOOD FRINGE
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100-YEAR FLOOD WAY
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WETLAND BOUNDARY
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PAPERJACK TRAIL (NORTH)
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DERRICK HOMES LLC,
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THOMPSON, DAVID N, 618 W 9TH ST
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WILLOW RIVER JOINT VENTURE
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WILLOW RIVER JOINT VENTURE
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BERRY, STEVEN J & MONICA
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12" OUTFALL INV=960.47
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125TH STREET
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PROPOSED 125TH STREET PROFILE
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WILLOW RIVER JT VENTURE
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MDI LIMITED PRTNRSHP #83,, 938 MONETTE AVENUE
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EXIST STM MH INV=960.81
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EXIST 12" STM SEWER
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EXIST 15" CPP
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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2
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P:\KO\N\Newri\132154\125th Street\Paperjack Creek Nature Trail\cad\dwg\plnshts\PJ Trail - PP.dwg 2/12/2018 1:57 PM slippert 2/12/2018 1:57 PM slippert2/12/2018 1:57 PM slippert slippertslippert
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EXISTING PROFILE PROFILE
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PLAN AND PROFILE PAPERJACK TRAIL (NORTH)
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100-YEAR FLOOD FRINGE
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100-YEAR FLOOD WAY
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WETLAND BOUNDARY
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WILLOW RIVER JOINT VENTURE
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MDI LIMITED PRTNRSHP #83,, 938 MONETTE AVENUE
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WILLOW RIVER JOINT VENTURE
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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3
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P:\KO\N\Newri\132154\125th Street\Paperjack Creek Nature Trail\cad\dwg\plnshts\PJ Trail - PP.dwg 2/12/2018 1:57 PM slippert 2/12/2018 1:57 PM slippert2/12/2018 1:57 PM slippert slippertslippert
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0
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10
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PROPOSED PROFILE PROFILE
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EXISTING PROFILE PROFILE
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PLAN AND PROFILE PAPERJACK TRAIL (NORTH)
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PAPERJACK TRAIL (NORTH)
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PAPERJACK CREEK
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SLOPE INTERCEPT (TYPICAL)
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CS APARTMENTS LLC
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CS APARTMENTS LLC
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15" OUTFALL INV 964.04
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100-YEAR FLOOD FRINGE
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100-YEAR FLOOD WAY
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WETLAND BOUNDARY
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CITY OF NEW RICHMOND, PARKLAND / CASEY ADDITION
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MDI LIMITED PRTNRSHP #83,, 938 MONETTE AVENUE
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EXIST STM AEW INV 977.20
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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4
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P:\KO\N\Newri\132154\125th Street\Paperjack Creek Nature Trail\cad\dwg\plnshts\PJ Trail - PP.dwg 2/12/2018 1:57 PM slippert 2/12/2018 1:57 PM slippert2/12/2018 1:57 PM slippert slippertslippert
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0
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PROPOSED PROFILE PROFILE
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PLAN AND PROFILE PAPERJACK TRAIL (NORTH)
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PAPERJACK TRAIL (NORTH)
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EXIST TRAIL
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SLOPE INTERCEPT (TYPICAL)
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CS APARTMENTS LLC
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CITY OF NEW RICHMOND, PARKLAND / CASEY ADDITION
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24" OUTFALL INV 953.06
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EXIST STM MH INV 970.99
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EXIST 24" STM SEWER
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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1
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P:\KO\N\Newri\132154\125th Street\Paperjack Creek Nature Trail\cad\dwg\plnshts\PJ Trail - PP.dwg 2/12/2018 1:57 PM slippert 2/12/2018 1:57 PM slippert2/12/2018 1:57 PM slippert slippertslippert
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PLAN AND PROFILE PAPERJACK TRAIL (SOUTH)
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PAPERJACK TRAIL (SOUTH)
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SLOPE INTERCEPT (TYPICAL)
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100-YEAR FLOOD FRINGE
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WETLAND BOUNDARY
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PAPERJACK CREEK
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100-YEAR FLOOD WAY
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125TH STREET
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PROPOSED PROFILE PROFILE
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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2
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P:\KO\N\Newri\132154\125th Street\Paperjack Creek Nature Trail\cad\dwg\plnshts\PJ Trail - PP.dwg 2/12/2018 1:57 PM slippert 2/12/2018 1:57 PM slippert2/12/2018 1:57 PM slippert slippertslippert
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PLAN AND PROFILE PAPERJACK TRAIL (SOUTH)
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PAPERJACK TRAIL (SOUTH)
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100-YEAR FLOOD WAY
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PAPERJACK CREEK
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12" OUTFALL INV=955.67
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EXIST 12" RCP
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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3
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P:\KO\N\Newri\132154\125th Street\Paperjack Creek Nature Trail\cad\dwg\plnshts\PJ Trail - PP.dwg 2/12/2018 1:57 PM slippert 2/12/2018 1:57 PM slippert2/12/2018 1:57 PM slippert slippertslippert
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PAPERJACK TRAIL (SOUTH)
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MANSKE, MARY F
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KELLY, JOHN J & MARY
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PITZEN, CHARLES E & DEBORAH J
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CITY OF NEW RICHMOND, PARKLAND / CASEY ADDITION
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100-YEAR FLOOD WAY
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100-YEAR FLOOD FRINGE
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WETLAND BOUNDARY
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NEWRI-143833
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FILE NO.
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--
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2018 STREET AND UTILITY IMPROVEMENTS NEW RICHMOND, WISCONSIN
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PHONE: 715.246.9906 156 HIGH STREET SUITE 300 NEW RICHMOND, WI 54017 www.sehinc.com
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02-12-2018
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DATE
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4
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P:\KO\N\Newri\132154\125th Street\Paperjack Creek Nature Trail\cad\dwg\plnshts\PJ Trail - PP.dwg 2/12/2018 1:57 PM slippert 2/12/2018 1:57 PM slippert2/12/2018 1:57 PM slippert slippertslippert
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KELLY, JOHN J & MARY
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