Know what's Callbefore you dig. - newrichmondwi.govC9218F77-75C0-470E-9C7A... · plate beam...
21
174TH AVE. 174TH AVE. MARGARET STREET CARROLL STREET COUNTY TRUNK HIGHWAY "A" COUNTY TRUNK HIGHWAY "A" 172ND AVE. STATE HIGHWAY "65" COUNTY TRUNK HIGHWAY "A" WISCONSIN DRIVE S. KNOWLES AVE. (S.T.H. 65) DOMAN DRIVE ARLENE CT. VIEW PARK HALLEWOOD BLVD. P PAPERJACK DRIVE TIERNEY DRIVE DOMAN DRIVE TIERNEY DRIVE DR. HERITAGE DRIVE MERIDIAN DRIVE PARK VIEW DR. MEADOWLARK LANE MEADOWLARK LANE COUNTY ROAD G-G E. ELEVENTH ST. W. EIGHTH ST. FAIRFIELD ROAD W. FOURTH ST. JEFFERSON RD. EAST LINCOLN ROAD WEST LINCOLN ROAD W. NINTH ST. MONETTE AVE. S. PIERSON AVE. S. KNOWLES S. MO S. M W. FOURTH ST. COUNTY ROAD 'A' PHEASANT RUN PHEASANT RUN WEST NINTH STREET ST. CROIX AVENUE MONETTE AVE. GUNSTON DRIVE QUAIL RUN 172ND AVE PINE WOOD TRAIL DOMAN DRIVE DORSET LANE 125TH STREET RILEY AVE. HOMESTEAD DRIVE CIRCLE PINE DRIVE CIRCLE PINE DRIVE CAMPUS DRIVE ALICE CT. KATHRYN CT. CREEK PAPERJACK E. EIGHTH ST. S. STARR AVE. OAK AVE. HAGEN AVE. S. GREEN AVE. E. FOURTH ST. OAK AVE. E. FOURTH ST. SPORTS CENTER RD. EAGLE CRT. W. NINTH ST. CRESTMOOR DR. WILLIAMSBURG PLACE WILLIAMSBURG PLACE DRIVE CASSANDRA CHARLESTON DRIVE RICHMOND WAY PHEASANT RUN CERNOHOUS AVE. CREEK WOOD DRIVE EDGE PLACE WEST WEST RIDGE COURT RICHMOND WAY CROFT STREET SOUTH HILL DR. DRY RUN ROAD CHESTNUT DRIVE LAUREL DRIVE SYCAMORE DRIVE ST. CROIX AVE. ST. CROIX AVE. WISCONSIN DRIVE WISCONSIN DRIVE ALFRED PL. WILLOW AVE. BILMAR AVE. JEANNE CT. SOUTH HILL DR. DERRICK DRIVE RON DRIVE E. TENTH ST. DERRICK DRIVE W. RIVER DRIVE ODANAH AVE. E. RIVER D MARSHALL ROAD W. EIGHTH ST. DAKOTA AVE. W. FIFTH ST. W. FIFTH ST. S. DAK (S.T.H. 64) HOSPITAL RD. W. SIXTH ST. E. NINTH ST. E. SEVENTH ST. E. SIXTH ST. PARK AVE. S. ARCH AVE. RILEY AVE. E. FIFTH ST. PARK AVE. BUSINESS HIGHWAY '64' E. F GRA ROUNDS AVE. CEDAR CT. TAMARACK PLACE SEQUOIA LANE SEQUOIA LANE TAMARACK PLACE WEST RICHMOND WAY PONDEROSA LANE SHARPTAIL RUN WEST EDGE PLACE QUAIL RUN SHARPTAIL RUN W. FOURTH ST. PAPER JACK DRIVE Know what's below. before you dig. Call R PRELIMINARY PLAN SET
Transcript of Know what's Callbefore you dig. - newrichmondwi.govC9218F77-75C0-470E-9C7A... · plate beam...
174TH AVE.
174TH AVE.
MARG
ARE
T ST
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CARROLL STREET
CO
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IGH
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CO
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IGH
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Y "
A"
172ND AVE.
STA
TE H
IGH
WA
Y "6
5"
CO
UN
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TR
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K H
IGH
WA
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A"
WISCONSIN DRIVE
S. K
NO
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S A
VE.
(S
.T.H
. 65
)
DO
MA
N D
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E
ARLENE CT.
VIE
WPA
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HALLEWOOD BLVD.
PAPERJACK DRIVEPAPERJACK DRIVE
TIERNEY DRIVE
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ILL
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CHESTNUT DRIVE
LAUREL DRIVE
SYCAMORE DRIVE
ST. CROIX AVE.
ST.
C
RO
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WISCONSIN DRIVE
WISCONSIN DRIVE
ALF
RED
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WIL
LOW
A
VE.
BILMAR AVE.
JEA
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MARSHALL ROAD
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BUSINESS HIGHWAY '64'
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GR
AN
D A
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UN
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AV
E.
CEDAR CT.
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PAPER JACK DRIVE
Know what's below.before you dig.Call
R
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
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
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
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.
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
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
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
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
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