1 Title Sheet.dgn

SAWYER CREEK CHANNEL IMPROVEMENTS
FOR THE
CITY OF OSHKOSH
OCTOBER 2011
DRAWING TITLE
41
OSHKOSH AVENUE
SHEET NO.
TITLE SHEET
1
GENERAL NOTES
2
CONSTRUCTION DETAILS
3-5
ACCESS PLAN
6
BOAT TRAFFIC CONTROL PLAN
7
PLAN AND PROFILE - SANITARY
8
PLAN AND PROFILE - CHANNEL
9-13
CROSS SECTIONS
14-42
SAWYER STREET
STREET
STH 21
ROBIN AVE.
41
910 West Wingra Drive
WESTFIELD
CITY OF OSHKOSH
PROJECT LOCATION
TAFT STREET
Madison, WI 53715
608-251-4843
608-251-8655 fax
www.strand.com
CONTRACT NO.
CITY OF OSHKOSH
12-XX
NO SCALE
ASSOCIATES
SHEET
1
JOB NO.
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1382.060
fi
GENERAL NOTES
1.
NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT APPROVAL OF THE ENGINEER.
2.
ALL RADII DIMENSIONS ON THE PLAN FOR CURB AND GUTTER ARE TO THE FLAG OF
UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT
CURB, UNLESS OTHERWISE NOTED.
FIRM
4.
ADDRESS
CONTACT
TELEPHONE
THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD.
EMERGENCY
911
DIGGERS HOTLINE
1-800-242-8511
IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET OR MANHOLE, THE CONTRACTOR SHALL CONSTRUCT
INLET EROSION CONTROL AROUND THE STRUCTURE TO MINIMIZE SEDIMENTATION OF THE INLET AND
STORM SEWER.
5.
AMERICAN TRANSMISSION
801 O’KEEFE ROAD
MATT
920
COMPANY
DE PERE, WI
ERNST
338-6573
ANR PIPELINE
W3925 PIPELINE LN.
COMPANY
EDEN, WI
FINISHED GRADES AS SHOWN AT MATCHLINES ARE APPROX. AND MAY BE ADJUSTED BY THE ENGINEER
DATE:
3.
IN THE FIELD.
6.
TRANSVERSE JOINTS SHALL BE SAWED AT 14’ SPACING FROM ADJACENT TRANSVERSE JOINTS,
920
LARRY HUBER
477-2235
8.
ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE
BACKFILLED WITH GRANULAR BACKFILL.
9.
70 E. DIVISION ST.
CHARLES BARTELT
920
FOND DU LAC, WI
ENGINEER
929-1013
CANADIAN
1625 DEPOT ST.
TERRY
715
NATIONAL RR
STEVENS POINT, WI
LEE
345-2053
215 CHURCH AVE.
DAVE PATEK - DIR. PUBLIC WORKS
920
OSHKOSH, WI
STEVE GOHDE - CITY ENGINEER
236-5065
AT&T WISCONSON
EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK.
CITY OF OSHKOSH
ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME THE
PUBLIC WORKS DEPT.
PROPERTY OF THE CITY OF OSHKOSH. THE CONTRACTOR MUST HAUL ALL
ENGINEERING DIVISION
SALVAGED CASTINGS TO THE CITY GARAGE AT 639 WITZEL AVE., UNLESS
OTHERWISE NOTED.
CITY OF OSHKOSH
TRANSPORTATION DEPT.
10.
926 DEMPSEY TR.
DAN KUSSMANN
920
OSHKOSH, WI
CITY ELECTRICIAN
232-5350
ELECTRIC DIVISION
THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS
ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT
CITY OF OSHKOSH
AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO CONFIRM
TRANSPORTATION DEPT.
ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH
926 DEMPSEY TR.
GREG MAXWELL
920
OSHKOSH, WI
MAINT. SUPERVISOR
232-5348
757 W. 3RD AVE.
JACK REICHENBERGER
920
OSHKOSH, WI
SUPT. WATER DISTR.
232-5330
SIGN DIVISION
REVISIONS
UNLESS SPECIFIED OTHERWISE BY THE ENGINEER.
7.
CITY OF OSHKOSH
TO FIT THE NEW STREET CONSTRUCTION IF CONFLICTS EXIST.
PUBLIC WORKS DEPT.
WATER DIVISION
11.
PROTECT EXISTING TREES AND LANDSCAPING NOT SHOWN TO BE REMOVED.
12.
ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER.
CITY OF OSHKOSH
805 WITZEL AVE.
RAY MAURER
920
PARKS DEPARTMENT
OSHKOSH, WI
PARKS DIRECTOR
236-5080
NO.
DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES
THE EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH
PRIVATE DOCKS TO BE PROTECTED. NOTIFY PROPERTY OWNERS MINIMUM 1 WEEK IN ADVANCE
TIME WARNER
1001 KENNEDY AVE.
CABLE
KIMBERLY, WI
WISCONSIN PUBLIC
3300 N. MAIN ST.
DAVE PETERSON - ELEC. DIV.
920-236-5910
SERVICE CORP.
OSHKOSH, WI
PAUL SPANGLER - GAS DIV.
920-236-5908
920
I.S.A. CERTIFIED
232-5314
ARBORIST
920
VINCE ALBIN
DAY 831-9249
EVE 738-0444
OF DREDGING NEAR THEIR DOCK.
15.
SILT FENCE SHALL BE PLACED ON DOWNHILL SIDE OF ALL DEWATERING AREAS AND AS
REQUESTED BY PERMITTING AUTHORITIES AND CITY OF OSHKOSH.
WISCONSIN PUBLIC
NATURAL GAS
SERVICE CORP.
WISCONSIN PUBLIC
ELECTRIC
SERVICE CORP.
STANDARD SYMBOLS
24-HOUR
1-800-450-7280
EMERGENCY NUMBER
24-HOUR
1-800-450-7240
EMERGENCY NUMBER
WISCONSIN &
1890 E. JOHNSON ST.
BEN
608
SOUTHERN RR CO.
MADISON, WI
MEIGHAN
243-9129
UW-O FACILITIES
650 WITZEL AVE.
MANAGEMENT
OSHKOSH, WI
920
CHUCK HERMES
424-3466
TEMPORARY EASEMENT
PAVED ROAD
PROPERTY LINE AND/OR RIGHT OF WAY
EXISTING CULVERT
SOIL BORING
DESIGN CONTACT:
CAUTION
BENCH MARK
FORCE MAIN
F
PROPERTY STAKE
I.P.
NOTATION FOR COMBUSTIBLE FLUIDS
MATTHEW YENTZ, P.E.
DNR CONTACT:
BRENDA NORDIN
STRAND ASSOCIATES, INC.
WISCONSIN DEPARTMENT OF NATURAL RESOURCES
910 WEST WINGRA DRIVE
625 E COUNT ROAD Y, SUITE 700
MADISON, WICSONSIN 53715
OSHKOSH, WI 54901
(608) 251-4843
(920) 662-5117
WATER MAIN
W
STORM SEWER
SS
IRON PIPE
SAN
INLET
SANITARY SEWER
CITY OF OSHKOSH
14.
OSHKOSH, WI
WINNEBAGO COUNTY, WISCONSIN
SEE CITY OF OSHKOSH SPECIFICATION FOR ALL STANDARD DETAIL DRAWINGS.
805 WITZEL AVE.
SAWYER CREEK CHANNEL IMPROVEMENTS
13.
WILLIAM STURM
CITY OF OSHKOSH
FORESTRY DIVISION
GENERAL NOTES
CORNER. THE EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION.
6"
SAN
EXISTING SANITARY SEWER AND
MANHOLE
CURB WATER BOX
T
T
FO
FO
TELEPHONE OR TV CABLE
ROAD SIGN
FIBER OPTIC CABLE
PRIVATE WELL
2"
G
G
GAS MAIN
EXISTING UTILITY POLE
JOB NO.
BURIED TELEPHONE CABLE PEDESTAL
E
E
UNDERGROUND ELECTRIC CABLE
1382.060
SIGN
PROJECT MGR.
ORIGINAL GROUND IN PROFILE
MAY
LIGHT POLE
Call 811 or Toll Free (800) 242-8511
FENCE
MAIL BOX
OBJECTS TO BE REMOVED
(262) 432-7910
GUARD RAIL
(877) 500-9592 (Emergency Only)
SILT FENCE
www.DiggersHotline.com
EXISTING DECIDUOUS TREE
EXISTING CONIFEROUS TREE
CONTROL POINT
GUY WIRE & ANCHOR
ASSOCIATES
WETLAND AREA
SHEET
2
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NOTE: BRANCHING ON LIVE STAKES IS FOR
ILLUSTRATION ONLY. CYLINDRICAL PRUNED STAKES
SHALL BE INSTALLED, PER SPECIFICATIONS.
TOP OF
BOULDER:
TREATMENT POINT
MIN. D = 3’
TRM SYSTEM
MAX. D = 4’
SEE DETAIL ON THIS SHEET
NOTE: ANNUAL RYEGRASS OR WHEAT SHALL BE PLANTED AT A RATE OF 50 LBS
PER ACRE OVER THE ENTIRE AREA DISTURBED BY CONSTRUCTION. SUCH SEEDING
EXISTING GROUND
ANCHOR TRM PER
SHALL BE REQUIRED AT THE COMPLETION OF CONSTRUCTION OR ANYTIME WHEN
MANUFACTURERS
CONSTRUCTION CEASES FOR MORE THAN 2 WEEKS AND FINAL SEEDING IS NOT
LIVE STAKES ROWS (AT 2-FOOT
COMPLETE. SUCH EROSION CONTROL SEEDING SHALL BE INCIDENTAL TO THE
1/3 D
RECOMMENDATIONS
HORIZONTAL AND 3-FOOT SLOPE
SEEDING SPECIFICATION.
PAY LIMITS
INTERVALS) ENTIRE LENGTH OF
EROSION MAT, CLASS I TYPE A URBAN,
OF TRM
SEED WITH CHANNEL AND OVER BANK
VEGETATED BOULDER REVETMENT
SEEDING MIX
2/3 D
VOIDS IN BOULDERS ABOVE THE WATER SURFACE ELEVATION TO BE
24" THICK PAD OF 3" CLEAR STONE
FILLED WITH TOPSOIL AND RESTORED WITH CHANNEL AND OVERBANK
4’ DIA. TOP AND 12’ DIA. BOTTOM
SEED MIX, COVER CROP, POLYMER, AND EROSION MAT, CLASS II, TYPE C.
COMPACTED FILL
SEED, COVER CROP, POLYMER, AND EROSION MAT SHALL BE INCLUDED
TUCK TURF REINFORCEMENT MAT
IN THE PRICE BID PER LF
AND EROSION MAT 2’ BEHIND
IN-STREAM BOULDER DETAIL
TOP OF BOULDER REVETMENT
NO SCALE
EXISTING GROUND
12"-18" FIELD STONE BOULDERS
(AVG. MAT THICKNESS=15")
COMPACTED FILL
NORMAL WATER ELEVATION
EXISTING GROUND
= 747.55 TO 746.95
BACKFILL WITH
AVERAGE TOP OF BOULDER MAT
CLASS II, TYPE C TEMP. EROSION CONTROL MAT
NATIVE MATERIAL
ANCHOR GEOTEXTILE
1" SALVAGED TOPSOIL, SEED & POLYMER -
7" THICK BED OF
AROUND TOE BOULDER
SEED WITH CHANNEL AND OVER BANK
3" CLEAR STONE
SEEDING MIX (NATIVES) AND COVER CROP
TURF REINFORCEMENT MAT (CLASS III, TYPE C)
GEOTEXTILE FABRIC AS SPECIFIED
(ENKAMAT OR APPROVED EQUAL). ANCHOR PER
MANUFACTURERS REQUIREMENTS.
5" SALVAGED TOPSOIL
SUBGRADE
BOTTOM OF TREATMENT
POINT
VEGETATED BOULDER REVETMENT (VBR)
TURF REINFORCEMENT MAT SYSTEM DETAIL
NO SCALE
STA. 17+50 TO 21+50 RT
NO SCALE
STA. 20+50 TO 22+50 LT
STA. 25+50 TO 27+00 RT
NOTES:
1.
USE 12" MIN. DIA. TREE TRUNKS FOR WOODY DEBRIS. TRIM OFF BRANCHES LESS
THAN 4" IN DIAMETER AND USE PORTION WHERE TRUNK BRANCHES INTO LIMBS.
LARGE DIAMETER LIMBS (GREATER THAN 12") BRANCHING INTO SMALLER LIMBS MAY
ALSO BE USED.
2. POSITION MOST OF TRUNK AND LIMBS UNDERWATER. POSITION SUCH THAT TRUNK
IS STABLE, BUT ALLOW SPACE BELOW TRUNK AND SOME LIMBS FOR FISH HABITAT.
CUT HARDWARE CLOTH
10’
TO FIT AROUND
TREE TRUNK
WATER ELEVATION =
EXISTING GROUND
747.55 TO 746.95
NORMAL WATER ELEVATION
EXISTING GROUND
= 747.55 TO 746.95
TREE TRUNK SALVAGED
FROM TREE CLEARING
ON PROJECT
GEOTEXTILE FABRIC
BOTTOM OF TREATMENT
AS SPECIFIED
POINT ELEVATION = 745.75
3/4 INCH CRUSHED AGGREGATE
8’ MIN.
APPROXIMATE TOP OF SEDIMENT
BASE COURSE (THICKNESS = 9-INCHES)
12’-15’
3/4 INCH CLEAR STONE
DRIVE INTO EXISTING
(THICKNESS = 9-INCHES)
BANK AS REQUIRED TO
ELEVATION = 741 \
PARENT
ACCOMMODATE TRUNK
MATERIAL
JOB NO.
1382.060
ANCHOR USING TWO PLASTIC
PROJECT MGR.
CABLES AND ANCHORS WITH
MAY
ONE-WAY WASHER AND STOP
CANOE LAUNCH
NO SCALE
WOODY DEBRIS FISH HABITAT DETAIL
NO SCALE
ASSOCIATES
SHEET
3
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DATE:
AMBER LED
STROBE BEACON
5’
SPACING
748.00
EXISTING
6"
TOP OF
GROUND (TYP.)
FREEBOARD
COFFERDAM
REQUIRED
NORMAL WATER ELEVATION
COFFERDAM AND LIGHTING DETAIL
NO.
REVISIONS
= 747.55 - 746.95
NO SCALE
STONE TRACKING PAD
NO SCALE
FLOTATION LOG, OR
APPROVED EQUAL
(49 SQ. IN. MIN. END AREA)
SURFACE ELEVATION
BR
ID G E
WORK
10’
SILT SCREEN
MAX.
ANCHOR
CITY OF OSHKOSH
CABLE
NORMAL WATER
WINNEBAGO COUNTY, WISCONSIN
(EXAMPLE)
CONSTRUCTION DETAILS
DANGER
BUOY
SAWYER CREEK CHANNEL IMPROVEMENTS
2
ANCHOR
STREAM BED
2’ FROM STREAM
BALLAST
OR LAKEBED
CHAIN
1
JOB NO.
NOTES:
1382.060
1
2’ SHALL BE MAINTAINED DURING
PROJECT MGR.
CONSTRUCTION PERIOD.
MAY
2
USE AS DIRECTED BY WDNR PERMIT WHEN
WORKING IN NAVIGABLE WATERWAYS
3
TURBIDITY BARRIER SHALL CONFORM TO
WI DNR TECHNICAL STANDARD 1070.
SILT CURTAIN DETAIL
ASSOCIATES
NO SCALE
SHEET
4
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NOTES:
CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING:
FOX RIVER
1.
PROTECT ALL CONTROL POINTS.
CITY-DESIGNATED
2.
CHECK BETWEEN ALL CONTROL POINTS
TRUCKING ROUTE (TYP.)
AND BENCHMARKS TO CONFIRM ELEVATIONS
PRIOR TO COMMENCING CONSTRUCTION.
3.
OSHKOSH AVENUE
ESTABLISH ADDITIONAL BENCHMARKS &
CONTROL POINTS AS
NECESSARY TO
WEST
COMPLETE THE WORK.
ALGOMA
ABE ROCHLIN
PARK
4.
ACCESS
RESTORE IN-KIND AT CONTRACTORS EXPENSE, ANY
DISTURBANCE/DAMAGE OUTSIDE OF PROJECT
POINT
LIMITS (WITHIN EASEMENTS AND CITY-OWNED
NO. 6
PARK
PROPERTY)
5.
ALL ACCESS AND STORAGE SHALL OCCUR IN
MAPLE AVENUE
EASEMENT AREAS OR ON CITY-OWNED PROPERTY.
6.
RESTRICT ALL ACTIVITY TO WITHIN THE EASEMENTS.
7.
ACCESS PLAN IS FOR GENERAL OVERVIEW
OMRO ROAD
ACCESS
PREFERRED
POINT
DEWATERING AREA
PURPOSES, SEE PLAN AND PROFILE SHEETS
IN BAUMAN PARK
NO. 7
FOR MORE DETAIL.
FILLMORE AVENUE
BUCHANAN AVENUE
ACCESS
POINT
ACCESS
BUCHANAN AVENUE
NO. 5
POINT
NO. 4
ARTHUR AVENUE
TYLER AVENUE
VAN BUREN AVENUE
ROBIN AVENUE
REFERENCE LINE
40’
COOLIDGE AVENUE
75’
EASEMEMT (TYP.)
ACCESS POINT
NO. 2
ADAMS AVENUE
ACCESS
POINT NO. 1
POTENTIAL
ACCESS POINT
DEWATERING AREA
NO. 3
PIERCE AVENUE
IN RED ARROW PARK
JOB NO.
1382.060
PROJECT MGR.
MAY
TAFT AVENUE
TAFT AVENUE
0
RUSH AVENUE
200
400
800
ASSOCIATES
SHEET
6
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D
C
C
C
C
C
C
D
B
B
C
D
C
0 FEET
250
500
765
765
760
760
755
755
750
750
745
745
740
740
735
735
JOB NO.
PROJECT MGR.
MAY
730
730
725
725
ASSOCIATES
720
720
SHEET
8
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750
TOP OF
BOTTOM OF
PARENT MATERIAL
TOP OF SEDIMENT
PROPOSED CHANNEL
ALONG REFERENCE LINE
745
ALONG REFERENCE LINE
ALONG REFERENCE LINE
740
735
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00