HomeMy WebLinkAboutDRAFT_Preliminary_Sawyer_Creek_Plans_10-25-2011NO SCALE
DRAWING TITLE SHEET NO.
CITY OF OSHKOSH
PROJECT LOCATION
CITY OF OSHKOSH
OSHKOSH AVENUE
TAFT STREET
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A S S O C I A T E S ®
JOB NO.
SHEET
1
1382.060
S:\MAD\1300--1399\1382\060\Micros\Plan\1 Title Sheet.dgn user: justinbi 10/25/2011 8:31:44 AM
CONTRACT NO.
910 West Wingra Drive
Madison, WI 53715
608-251-4843
608-251-8655 fax
www.strand.com
12-XX
SAWYER CREEK CHANNEL IMPROVEMENTS
FOR THE
CITY OF OSHKOSH
OCTOBER 2011
TITLE SHEET
GENERAL NOTES
CONSTRUCTION DETAILS
ACCESS PLAN
BOAT TRAFFIC CONTROL PLAN
PLAN AND PROFILE - SANITARY
PLAN AND PROFILE - CHANNEL
CROSS SECTIONS
1
2
3-5
6
7
8
9-13
14-42
MATT
ERNST
LARRY HUBER
CHARLES BARTELT
ENGINEER
TERRY
LEE
DAVE PATEK - DIR. PUBLIC WORKS
STEVE GOHDE - CITY ENGINEER
DAN KUSSMANN
CITY ELECTRICIAN
GREG MAXWELL
MAINT. SUPERVISOR
JACK REICHENBERGER
SUPT. WATER DISTR.
VINCE ALBIN
911
1-800-242-8511
920
338-6573
920
477-2235
920
929-1013
715
345-2053
920
236-5065
920
232-5350
920
232-5348
920
232-5330
920
DAY 831-9249
EVE 738-0444
920-236-5910
920-236-5908
DAVE PETERSON - ELEC. DIV.
PAUL SPANGLER - GAS DIV.
1-800-450-7280
1-800-450-7240
608
243-9129
BEN
MEIGHAN
24-HOUR
EMERGENCY NUMBER
24-HOUR
EMERGENCY NUMBER
1890 E. JOHNSON ST.
MADISON, WI
ELECTRIC
NATURAL GAS
3300 N. MAIN ST.
OSHKOSH, WI
1001 KENNEDY AVE.
KIMBERLY, WI
757 W. 3RD AVE.
OSHKOSH, WI
926 DEMPSEY TR.
OSHKOSH, WI
926 DEMPSEY TR.
OSHKOSH, WI
215 CHURCH AVE.
OSHKOSH, WI
1625 DEPOT ST.
STEVENS POINT, WI
70 E. DIVISION ST.
FOND DU LAC, WI
CANADIAN
NATIONAL RR
CITY OF OSHKOSH
PUBLIC WORKS DEPT.
ENGINEERING DIVISION
CITY OF OSHKOSH
TRANSPORTATION DEPT.
ELECTRIC DIVISION
CITY OF OSHKOSH
TRANSPORTATION DEPT.
SIGN DIVISION
CITY OF OSHKOSH
PUBLIC WORKS DEPT.
WATER DIVISION
TIME WARNER
CABLE
WISCONSIN PUBLIC
SERVICE CORP.
WISCONSIN PUBLIC
SERVICE CORP.
WISCONSIN PUBLIC
SERVICE CORP.
WISCONSIN &
SOUTHERN RR CO.
AT&T WISCONSON
ANR PIPELINE
COMPANY
W3925 PIPELINE LN.
EDEN, WI
DIGGERS HOTLINE
EMERGENCY
801 O'KEEFE ROAD
DE PERE, WI
FIRM ADDRESS CONTACT TELEPHONE
UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT
AMERICAN TRANSMISSION
COMPANY
UW-O FACILITIES
MANAGEMENT
650 WITZEL AVE.
OSHKOSH, WI
CHUCK HERMES
920
424-3466
GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
www.DiggersHotline.com
Call 811 or Toll Free (800) 242-8511
(262) 432-7910
(877) 500-9592 (Emergency Only)
DESIGN CONTACT:DNR CONTACT:
GUARD RAIL
EXISTING CULVERT
FENCE
NOTATION FOR COMBUSTIBLE FLUIDSCAUTION
UNDERGROUND ELECTRIC CABLE
ORIGINAL GROUND IN PROFILE
E
G
T
E
2"
G GAS MAIN
EXISTING SANITARY SEWER ANDSAN
6"
MANHOLE
T TELEPHONE OR TV CABLE
PAVED ROAD
SILT FENCE
CONTROL POINT
STORM SEWER
SANITARY SEWER
FORCE MAIN
WATER MAIN
F
W
SS
SAN
FO FO FIBER OPTIC CABLE
GUY WIRE & ANCHOR
OBJECTS TO BE REMOVED
LIGHT POLE
BURIED TELEPHONE CABLE PEDESTAL
EXISTING UTILITY POLE
PRIVATE WELL
PROPERTY STAKE
BENCH MARK
SOIL BORING
SIGN
PROPERTY LINE AND/OR RIGHT OF WAY
ROAD SIGN
I.P.IRON PIPE
MAIL BOX
INLET
CURB WATER BOX
EXISTING DECIDUOUS TREE
EXISTING CONIFEROUS TREE
TEMPORARY EASEMENT
WETLAND AREA
STANDARD SYMBOLS
MATTHEW YENTZ, P.E.
STRAND ASSOCIATES, INC.
910 WEST WINGRA DRIVE
MADISON, WICSONSIN 53715
(608) 251-4843
13.
NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT APPROVAL OF THE ENGINEER.
ALL RADII DIMENSIONS ON THE PLAN FOR CURB AND GUTTER ARE TO THE FLAG OF
CURB, UNLESS OTHERWISE NOTED.
THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD.
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.
FINISHED GRADES AS SHOWN AT MATCHLINES ARE APPROX. AND MAY BE ADJUSTED BY THE ENGINEER
IN THE FIELD.
TRANSVERSE JOINTS SHALL BE SAWED AT 14' SPACING FROM ADJACENT TRANSVERSE JOINTS,
UNLESS SPECIFIED OTHERWISE BY THE ENGINEER.
EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK.
ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE
BACKFILLED WITH GRANULAR BACKFILL.
ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME THE
PROPERTY OF THE CITY OF OSHKOSH. THE CONTRACTOR MUST HAUL ALL
SALVAGED CASTINGS TO THE CITY GARAGE AT 639 WITZEL AVE., UNLESS
OTHERWISE NOTED.
THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS
ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT
AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO CONFIRM
ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH
DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES
TO FIT THE NEW STREET CONSTRUCTION IF CONFLICTS EXIST.
PROTECT EXISTING TREES AND LANDSCAPING NOT SHOWN TO BE REMOVED.
ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER.
THE EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH
CORNER. THE EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION.
SEE CITY OF OSHKOSH SPECIFICATION FOR ALL STANDARD DETAIL DRAWINGS.
PRIVATE DOCKS TO BE PROTECTED. NOTIFY PROPERTY OWNERS MINIMUM 1 WEEK IN ADVANCE
OF DREDGING NEAR THEIR DOCK.
SILT FENCE SHALL BE PLACED ON DOWNHILL SIDE OF ALL DEWATERING AREAS AND AS
REQUESTED BY PERMITTING AUTHORITIES AND CITY OF OSHKOSH.
14.
15.
BRENDA NORDIN
WISCONSIN DEPARTMENT OF NATURAL RESOURCES
625 E COUNT ROAD Y, SUITE 700
OSHKOSH, WI 54901
(920) 662-5117
SHEET
JOB NO.
PROJECT MGR.
NO
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A S S O C I A T E S ®
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1382.060
MAY
2
CITY OF OSHKOSH
FORESTRY DIVISION
805 WITZEL AVE.
OSHKOSH, WI
WILLIAM STURM
I.S.A. CERTIFIED
ARBORIST
920
232-5314
805 WITZEL AVE.
OSHKOSH, WI
920
236-5080
CITY OF OSHKOSH
PARKS DEPARTMENT
RAY MAURER
PARKS DIRECTOR
NO SCALE
7" THICK BED OF
3" CLEAR STONE
COMPACTED FILL
AVERAGE TOP OF BOULDER MAT
NO SCALE
5" SALVAGED TOPSOIL
SUBGRADE
BACKFILL WITH
NATIVE MATERIAL
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
SHALL BE REQUIRED AT THE COMPLETION OF CONSTRUCTION OR ANYTIME WHEN
CONSTRUCTION CEASES FOR MORE THAN 2 WEEKS AND FINAL SEEDING IS NOT
COMPLETE. SUCH EROSION CONTROL SEEDING SHALL BE INCIDENTAL TO THE
SEEDING SPECIFICATION.
ANCHOR GEOTEXTILE
AROUND TOE BOULDER
ANCHOR TRM PER
MANUFACTURERS
RECOMMENDATIONS
TURF REINFORCEMENT MAT (CLASS III, TYPE C)
(ENKAMAT OR APPROVED EQUAL). ANCHOR PER
MANUFACTURERS REQUIREMENTS.
12"-18" FIELD STONE BOULDERS
(AVG. MAT THICKNESS=15")
TRM SYSTEM
SEE DETAIL ON THIS SHEET
NO SCALE
EXISTING GROUND
CLASS II, TYPE C TEMP. EROSION CONTROL MAT
STA. 17+50 TO 21+50 RT
STA. 20+50 TO 22+50 LT
STA. 25+50 TO 27+00 RT
BOTTOM OF TREATMENT
POINT
NORMAL WATER ELEVATION
= 747.55 TO 746.95
TOP OF
TREATMENT POINT
PAY LIMITS
OF TRM
TUCK TURF REINFORCEMENT MAT
AND EROSION MAT 2' BEHIND
TOP OF BOULDER REVETMENT
10'
3/4 INCH CRUSHED AGGREGATE
BASE COURSE (THICKNESS = 9-INCHES)
3/4 INCH CLEAR STONE
(THICKNESS = 9-INCHES)
BOTTOM OF TREATMENT
POINT ELEVATION = 745.75
APPROXIMATE TOP OF SEDIMENT
NORMAL WATER ELEVATION
= 747.55 TO 746.95
NO SCALE
ELEVATION = 741 \
WATER ELEVATION =
747.55 TO 746.95
CUT HARDWARE CLOTH
TO FIT AROUND
TREE TRUNK
ANCHOR USING TWO PLASTIC
CABLES AND ANCHORS WITH
ONE-WAY WASHER AND STOP
12'-15'8' MIN.
1" SALVAGED TOPSOIL, SEED & POLYMER -
SEED WITH CHANNEL AND OVER BANK
SEEDING MIX (NATIVES) AND COVER CROP
DRIVE INTO EXISTING
BANK AS REQUIRED TO
ACCOMMODATE TRUNK
VOIDS IN BOULDERS ABOVE THE WATER SURFACE ELEVATION TO BE
FILLED WITH TOPSOIL AND RESTORED WITH CHANNEL AND OVERBANK
SEED MIX, COVER CROP, POLYMER, AND EROSION MAT, CLASS II, TYPE C.
SEED, COVER CROP, POLYMER, AND EROSION MAT SHALL BE INCLUDED
IN THE PRICE BID PER LF
TREE TRUNK SALVAGED
FROM TREE CLEARING
ON PROJECT
NO SCALE
PARENT
MATERIAL
1/3 D
2/3 D
BOULDER:
MIN. D = 3'
MAX. D = 4'
EXISTING GROUND
EXISTING GROUND
24" THICK PAD OF 3" CLEAR STONE
4' DIA. TOP AND 12' DIA. BOTTOM
IN-STREAM BOULDER DETAIL
TURF REINFORCEMENT MAT SYSTEM DETAIL
VEGETATED BOULDER REVETMENT (VBR)
WOODY DEBRIS FISH HABITAT DETAIL
CANOE LAUNCH
COMPACTED FILL
EXISTING GROUND
EXISTING GROUND
LIVE STAKES ROWS (AT 2-FOOT
HORIZONTAL AND 3-FOOT SLOPE
INTERVALS) ENTIRE LENGTH OF
VEGETATED BOULDER REVETMENT
SHEET
JOB NO.
PROJECT MGR.
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A S S O C I A T E S ®
1382.060
MAY
3
NOTES:
1.
2.
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.
POSITION MOST OF TRUNK AND LIMBS UNDERWATER. POSITION SUCH THAT TRUNK
IS STABLE, BUT ALLOW SPACE BELOW TRUNK AND SOME LIMBS FOR FISH HABITAT.
GEOTEXTILE FABRIC AS SPECIFIED
EROSION MAT, CLASS I TYPE A URBAN,
SEED WITH CHANNEL AND OVER BANK
SEEDING MIX
NOTE: BRANCHING ON LIVE STAKES IS FOR
ILLUSTRATION ONLY. CYLINDRICAL PRUNED STAKES
SHALL BE INSTALLED, PER SPECIFICATIONS.
GEOTEXTILE FABRIC
AS SPECIFIED
NO SCALE
NO SCALE
BUOY
DANGER
(EXAMPLE)
BRIDGE
WORK
2
1
SURFACE ELEVATION
NOTES:
NORMAL WATER
CABLE
STREAM BED
ANCHOR
TURBIDITY BARRIER SHALL CONFORM TO
WI DNR TECHNICAL STANDARD 1070.
3
USE AS DIRECTED BY WDNR PERMIT WHEN
WORKING IN NAVIGABLE WATERWAYS
2' SHALL BE MAINTAINED DURING
CONSTRUCTION PERIOD.
22
10'
MAX.
ANCHOR
SILT SCREEN
FLOTATION LOG, OR
APPROVED EQUAL
(49 SQ. IN. MIN. END AREA)
2' FROM STREAM
OR LAKEBED
11
BALLAST
CHAIN
STONE TRACKING PAD
SILT CURTAIN DETAIL
NO SCALE
COFFERDAM AND LIGHTING DETAIL
NORMAL WATER ELEVATION
= 747.55 - 746.95
AMBER LED
STROBE BEACON5'
SPACING
6"
FREEBOARD
REQUIRED
EXISTING
GROUND (TYP.)
SHEET
JOB NO.
PROJECT MGR.
NO
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1382.060
MAY
4
748.00
TOP OF
COFFERDAM
NO SCALE
NO SCALE
BUOY
DANGER
(EXAMPLE)
BRIDGE
WORK
2
1
SURFACE ELEVATION
NOTES:
NORMAL WATER
CABLE
STREAM BED
ANCHOR
TURBIDITY BARRIER SHALL CONFORM TO
WI DNR TECHNICAL STANDARD 1070.
3
USE AS DIRECTED BY WDNR PERMIT WHEN
WORKING IN NAVIGABLE WATERWAYS
2' SHALL BE MAINTAINED DURING
CONSTRUCTION PERIOD.
22
10'
MAX.
ANCHOR
SILT SCREEN
FLOTATION LOG, OR
APPROVED EQUAL
(49 SQ. IN. MIN. END AREA)
2' FROM STREAM
OR LAKEBED
11
BALLAST
CHAIN
STONE TRACKING PAD
SILT CURTAIN DETAIL
NO SCALE
COFFERDAM AND LIGHTING DETAIL
NORMAL WATER ELEVATION
= 747.55 - 746.95
AMBER LED
STROBE BEACON5'
SPACING
6"
FREEBOARD
REQUIRED
EXISTING
GROUND (TYP.)
SHEET
JOB NO.
PROJECT MGR.
NO
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1382.060
MAY
4
748.00
TOP OF
COFFERDAM
OSHKOSH AVENUE
FILLMORE AVENUE
BUCHANAN AVENUE
ARTHUR AVENUE
VAN BUREN AVENUE
COOLIDGE AVENUE
ADAMS AVENUE
TYLER AVENUE
PIERCE AVENUE
TAFT AVENUETAFT AVENUE
ROBIN AVENUE
OMRO ROAD
BUCHANAN AVENUE
MAPLE AVENUE
RUSH AVENUE
0 200 400 800
CITY-DESIGNATED
TRUCKING ROUTE (TYP.)
ACCESS
POINT NO. 1
FOX RIVER
NOTES:
ACCESS POINT
NO. 3
40'
EASEMEMT (TYP.)
ACCESS POINT
NO. 2
ACCESS
POINT
NO. 4
ACCESS
POINT
NO. 5
ACCESS
POINT
NO. 7
ACCESS
POINT
NO. 6
REFERENCE LINE
CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING:
1.PROTECT ALL CONTROL POINTS.
2.CHECK BETWEEN ALL CONTROL POINTS
AND BENCHMARKS TO CONFIRM ELEVATIONS
PRIOR TO COMMENCING CONSTRUCTION.
3.ESTABLISH ADDITIONAL BENCHMARKS &
CONTROL POINTS AS NECESSARY TO
COMPLETE THE WORK.
4.RESTORE IN-KIND AT CONTRACTORS EXPENSE, ANY
DISTURBANCE/DAMAGE OUTSIDE OF PROJECT
LIMITS (WITHIN EASEMENTS AND CITY-OWNED
PROPERTY)
5.ALL ACCESS AND STORAGE SHALL OCCUR IN
EASEMENT AREAS OR ON CITY-OWNED PROPERTY.
6.RESTRICT ALL ACTIVITY TO WITHIN THE EASEMENTS.
7.ACCESS PLAN IS FOR GENERAL OVERVIEW
PURPOSES, SEE PLAN AND PROFILE SHEETS
FOR MORE DETAIL.
75'
SHEET
JOB NO.
PROJECT MGR.
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A S S O C I A T E S ®
1382.060
MAY
6
PREFERRED
DEWATERING AREA
IN BAUMAN PARK
POTENTIAL
DEWATERING AREA
IN RED ARROW PARK
ABE ROCHLIN
PARK
WEST
ALGOMA
PARK
0 FEET 500 250
C
C
C
C
C
C
C
C
B
B
D
D
D
720
725
730
735
740
745
750
755
760
765
720
725
730
735
740
745
750
755
760
765
JOB NO.
PROJECT MGR.
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A S S O C I A T E S ®
MAY
SHEET
8
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
735
740
745
750
TOP OF
PARENT MATERIAL
ALONG REFERENCE LINE
BOTTOM OF
PROPOSED CHANNEL
ALONG REFERENCE LINE
TOP OF SEDIMENT
ALONG REFERENCE LINE