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WINNEBAGO
CITY CONTRACT 23-25
SOUTH KOELLER STREET
CONCRETE AND UTILITY CONSTRUCTION
OSHKOSH, WISCONSIN
SHEET NO.
GENERAL 1
2
3
4
PAVING
STRIPING
UTILITIES
QUANTITIES
DESCRIPTION
TITLE SHEET
DESIGNATED HAUL ROUTES
PAVEMENT SUMMARY SHEET
UTILITY SUMMARY SHEET
5 S. KOELLER ST: W. SOUTH PARK AVE. TO STA. 6+00.00
6 S. KOELLER ST: STA. 6+00.00 TO STA. 10+00.00
7 S. KOELLER ST: STA. 10+00.00 TO W. 20TH AVE.
8 W. 20TH AVE.. CONCRETE PATCHWORK
9 S. KOELLER ST: W. SOUTH PARK AVE. TO STA. 10+00.00
10 S. KOELLER ST: STA. 10+00.00 TO W. 20TH AVE. &
W. 20TH AVE.: CONCRETE PATCHWORK
11 S. KOELLER ST: STA. 12+00 TO W. 20TH AVENUE
12 A-B PAVING QUANTITIES
13 STORM AND SANITARY QUANTITIES
ISSUED FOR BID: 08/01/2023
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DESIGNATED HAUL ROUTES
CITY CONTRACT 23-25
OSHKOSH, WISCONSIN
. ... STREETS TO BE PAVED/UTILITY WORK
DESIGNATED TRUCK ROUTES
O PROJECT AREA
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TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION REVISIONS
CITY OF OSHKOSH, WI
NOT TO SCALE
EXISTING SIDEWALK "E" RIGHT OF WAY EXISTING SIDEWALK PAVEMENT SUMMARY - CONTRACT 23-25
FVARE.S "A"FACE TO FACE OF CURB VARIES VARIES PAVEMENT NOTES
C/L
"BB" "B" "B" "BB„
1. THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE
1 0-2 0% MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL
6 CONSTRUCTION OR HINGE JOINT AT C/L WITH Y2" X 30" DEFORMED BARS 6 r 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.
EXISTING TURF 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR TURF RESTORATION WORK.
2.p' EXISTING TURF
SAWED LONGITUDINAL JOINT 3. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD.
4. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) -6' (MIN.) SPACING FROM ADJACENT TRANSVERSE
BACKFILL, TOP SOIL,NCRETE PAVEMENT "D" CRUSHED AGGREGATE BACKFILL, TOP SOIL, JOINTS, UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. FOR 8" PAVEMENT TRANSVERSE JOINTS SHALL BE
FERTILIZE, SEED & MULCH WITH INTEGRAL CURB BASE COURSE FERTILIZE, SEED & MULCH SAWED AT 16 (MAX).
BENCHMARK INFORMATION 5. INLET CASTING TO BE WELLED 3/'BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES.
6. SIDEWALK THICKNESS THRU DRIVEWAYS SHALL BE 8 INCHES.
- BENCHMARK INFORMATION FOR UTILITY WORK ONLY.
NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR 7, TURF RESTORATION LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP).
FOR GRADINGIPAVING WORK
CONTRACT 23-25 BENCHMARKS LIST 06/22/2023
NUMBER
STATION
STREETALIGNMENT
DESCRIPTION
ELEVATION
TYPICAL HATCHING PATTERNS AND
DESIGNATION SYMBOLS SHOWN ON SHEETS
1
3+27.04
KOELLER ST CL ALIGNMENT
HYDRANT TAG @? HARDEE'S LOT (2100 S. KOELLER ST)
806.03
2
5+71.20
KOELLER ST CL ALIGNMENT
LIGHT POLE BASE @ HARDEE'S / EAST R.O.W. (2100 S. KOELLER ST)
802.65
3
8+63.52
KOELLER ST CL ALIGNMENT
HYDRANT TAG @ EATON'S FRESH PIZZA(2050 S. KOELLER ST)
801.46
4
13+12.02
KOELLER ST CL ALIGNMENT
HYDRANT TAG @j SOUTHEAST CORNER OF S. KOELLER ST / W. 20TH AVE
799.57
AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT
AREAS INDICATING NEW ASPHALT
UTILITY COMPANIES
THAT MAY BE
AFFECTED BY THIS
PROJECT
AREAS INDICATING GRAVEL LANDSCAPING TO BE REPLACED IN
KIND. COST SHALL BE INCLUDED WITH TURF RESTORATION BID
FIRM
ADDRESS
CONTACT
TELEPHONE
EMERGENCY
911
ITEM #1370.
DIGGERS HOTLINE
1-800-242-8511
AREAS INDICATING DISTURBED LANDSCAPE MATERIAL TO BE REPLACED
CITY OF OSHKOSH
OSHKOSH, WI
24-HOUR
920-236-5700
IN KIND. COST SHALL BE INCLUDED WITH TURF RESTORATION BID ITEM
#1370.
POLICE DEPT.
NON -EMERGENCY NUMBER
CITY OF OSHKOSH
OSHKOSH, WI
24-HOUR
920.236-5240
FIRE DEPT.
NON -EMERGENCY NUMBER
AREAS INDICATING TURF RESTORATION.
CITY OF OSHKOSH
215 CHURCH AVE.
JAMES RAGE -DIR. PUBUC WORKS
PUBLIC WORKS DEPT.
OSHKOSH, WI
JUSTIN GIERACH- DIVISION MANAGER/
920.236-5065
ENGINEERING DIVISION
CITY ENGINEER
CITY OF OSHKOSH
757 W. 3RD AVE.
RYAN LEMKE
PUBLIC WORKS DEPT.
OSHKOSH, WI
WATER DISTRIBUTION MANAGER
920-232-5332
WATER DIVISION
CITY OF OSHKOSH
805 WITZEL AVE.
DERKS - LANDSCAPE
920-232-5314
ARKS
PARKS DEPARTMENT
OSHKOSH, WI
OPERATIONS MANAGER
920-232-5313
FORESTRY DIVISION
CHAD DALLMAN -ASST. DIR. PARKS
CITY OF OSHKOSH
926 DEMPSEY TR.
DAN KUSSMANN
TRANSPORTATION DEPT.
OSHKOSH, WI
CITY ELECTRICIAN
920-232-5350
ELECTRIC DIVISION
CITY OF OSHKOSH
926 DEMPSEY TR.
BRIAN GRIESBACH
TRANSPORTATION DEPT.
OSHKOSH, WI
MAINT. SUPERVISOR
920-232-5348
SIGN DIVISION
CITY OF OSHKOSH
TRANSPORTATION DEPT.
926 DEMPSEY TR.
OSHKOSH,N
JIM COLLINS
TRANSPORTATION DIRECTOR
920-232-5342
PAVEMENT SCHEDULE FOR CONTRACT
23-25
SPECTRUM
3520 DESTINATION DR.
APPLETON,WI
MARTY CALLEN
920-37"369
"B"/"BB"
NET C/L
W.
"C"
"D"
"E"
WISCONSIN PUBLIC
3300 N. MAIN ST.
JEFF HENKELMAN -SENIOR SERVICE
LOCATION
LENGTH FT.
WIDTH - FEET
SAWED JOINT
PAVEMENT
BASE COURSE
RIGHT OF
REMARKS
(EOR-EOR)
FACE TO FACE
LOCATION
DEPTH
DEPTH
WAY
SERVICE CORP.
OSHKOSH, WI
MANAGER
s2o 6t7-2776
KOELLER ST.
UTILITY WORK, EXCAVATION/GRADING WORK, SIDEWALKIDRIVEWAY APRON WORK, CONCRETE PAVING
WISCONSIN PUBLIC
NATURAL GAS
24-HOUR
1-800-450-7280
(STA. 1+55.98 TO STA. 11+28.61)
972.63'
S2'
12' / 14'
8"
6"
80'
WORK.
SERVICE CORP.
ELECTRIC
EMERGENCY NUMBER
1-800-450-7240
WISCONSIN 8
1890 E. JOHNSON ST.
BEN MEIGHAN
608-243-9129
SOUTHERN RR CO.
MADISON, WI
KOELLER ST.
UTILITY WORK, EXCAVATION/GRADING WORK, SIDEWALKIDRIVEWAY APRON WORK, CONCRETE PAVING
TRANS CANADA
801 O'KEEFE ROAD
DE PERE, WI
MATT ERNST
920-338-6573
(STA. 11+28.61 TO STA. 12+49.29)
120.68'
TAPER
12' / 14'
8"
6"
TAPER
WORK.
ANR PIPELINE
COMPANY
W3925 PIPELINE LN.
EDEN, WI
LARRY HUBER
920-477-2235
KOELLER ST.
38' (LEFT)
UTILITY WORK, EXCAVATION/GRADING WORK, SIDEWALK/DRIVEWAY APRON WORK, CONCRETE PAVING
(STA. 12+49.29 TO STA. 13+84.19 )
134.90'
26' RIGHT
( )
12' / 14'
8"
6"
92'
WORK.
AT&T WISCONSIN
70 DIVISIONS
FOND DU LAC, WI
CHABARTELT
ENGINEER
920-929-1013
WINDSTREAM
13935 BISHOPS
BROOKFIELD, WI 53053005
JAMES KOSTUCH
262-792-7938
CANADIAN
1625 DEPOT ST.
JACKIE MACEWICZ
715-345-2503
NATIONAL RR
STEVENS POINT, WI
UW-0FACILITIES
650 WITZEL AVE.
CHUCK HERMES
920-424-3466
MANAGEMENT
OSHKOSH, W954903
7:00-3:30
BENCH MARKS - USDESCS A D88DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
PAVEMENT SUMMARY
N0.
STATION
ELEV.
DESIGN DATE
ISSUED FOR BID
08/01/2023
SURVEYOR
DESIGN ENGINEER
20 40
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ° CITY CONTRACT 23-25 SHEET 03 OF 13
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GENERAL NOTES FOR CONTRACT 23-25
FOR ALL SANITARY & STORM MANHOLES
DEPTH —RIM ELEVATION MINUS FRAME DEPTH MINUS INVERT ELEVATION 1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL
(FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) DETERMINE WHICH LATERALS ARE LIVE AND NEED TO
BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN
MANHOLE VERTICAL FOR ALL STORM INLET MANHOLE RISERS DETERMINING WHICH LATERALS ARE TO BE RECONNECTED.
CALCULATION DEPTH=RIM ELEVATION MINUS ELEVATION AT TOP
OF BOX CULVERT (FRAME & LID PROVIDED BY CONTRACTOR) 2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL
FORMULA FOR ALL STORM MANHOLE RISERS INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION
DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS ELEVATION AT TOP OF THE INLET AND STORM SEWER.
OF BOX CULVERT (FRAME & LID PROVIDED BY CITY OF OSHKOSH)
3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET
FOR ALL STORM INLETS & INLET MANHOLES CASTING AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL
DEPTH=FLOWLINE ELEVATION MINUS INVERT ELEVATION PLUS SUMP TO CITY GARAGE.
DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR)
4 V VALVE TOP BOX SECTION SHALL BE SET OVER ALL WATER SERVICE SHUT-OFF
VALVES LOCATED IN THE NEW SIDEWALK AND PAVEMENT. THE CONTRACTOR
WILL BE ABLE TO OBTAIN THESE BOXES FROM THE CITY WATER DISTRIBUTION AT
TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS 757 W. 3RD AVE. THE COST OF INSTALLING THESE BOXES SHALL BE INCLUDED
IN THE UNIT BID PRICE FOR CONCRETE SIDEWALK AND PAVEMENT.
O= ABANDON INLET/MANHOLE - PLUG & BLOCK. CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING 5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET
CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.). CASTINGS NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF
OSHKOSH.
ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D. LATERAL SHALL BE INSTALLED IN OPEN TRENCH
TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS. EXACT LOCATION 6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE
TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) BACKFILLED WITH GRANULAR BACKFILL.
7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME
jp = TYPE D "MODIFIED" INLET PROTECTION REQ'D. ON NEAREST DOWNSTREAM INLET OR AT EXISTING INLET (TYP). THE PROPERTY OF THE CITY OF OSHKOSH. THE CONTRACTOR MUST HAUL
***UNLESS OTHERWISE NOTED ON PLAN*** ALL SALVAGED CASTINGS TO THE CITY GARAGE AT 639 WITZEL AVE.,
UNLESS OTHERWISE NOTED.
SB = STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP)
8 THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN
SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN
TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE
REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN
1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND 5' TO 10' FROM STANDARD LIGHT DUTY 8" UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE
CONNECT TO EXISTING SERVICE (TYP.) O BACK OF WALK LOCKING OPEN GRATE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET
(NYLOPLAST - 0899CGS)* CONSTRUCTION IF CONFLICTS EXIST.
2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK **"NO DUMPING DRAINS TO
WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) 2 WATERWAY" GRATE MARKER** 9 CONTRACTOR TO INSTALL INSULATION OVER ALL NEW/EXISTING WATERMAIN
AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER
3 RELAY LIVE STORM LATERALS (6") TO BACK OF WALK DEPRESS GRATE 1" (MAXIMUM) FROM DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE
WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) O EXISTING GRADE REGRADE EXISTING UNIT PRICE OF THE WATERMAIN.
SURFACE AS NEEDED FROM GRATE TO
4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE PROVIDE MOWABLE AREA 10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT
REQUIRED TO BACK OF WALK WITH RISERS, BENDS, O CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY
2 MARKER BALLS MIN. (TYP) FORECASTED RAIN EVENT TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL
2808AG DRAIN ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE
5 CONTRACTOR TO PERFORM UTILITY LINE OPENING O BASIN (NYLOPLAST)* WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO
(ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950. 5 STANDARD 5' HEIGHT CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE
CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD. STORM SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS.
SEWER
CITY OF OSHKOSH, WISCONSIN
REVISIONS 6" PVC STORM SEWER LATERAL MAIN
UTILITY SUMMARY - CONTRACT 23-25 *= OR APPROVED EQUAL
BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY UTILITY SUMMARY
N0. STATION DESCRIPTION ELEV. DESIGN DATE ISSUED FOR BID 08/01/2023
SURVEYOR
DESIGN ENGINEER
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 ao CITY CONTRACT 23-25 SHEET 04 OF 13
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S. KOELLER STREET F-20411
MINESHAFT OSHKOSH
ADJUST EX. INLET (TYP.)
'—798.40
799.64 799.27179��='='A796.9i' k k 4.74
798.57
798.. 3 ------ 798.06-/
/-6+00 7+00 LL
-800.42 /-8+00 /-9+00
"-800.78 800�05 799.69 799.47 799.24 799.02 798.80— 10+00-\
GB 798.58-/
PROP. 8'CONC. PAVT DOWELED W/ 6"C.A.B.C.
REDD. BID ITEM #1314A MAINLINE PAVING (TYP.).
00.26
—799.90 799,53— ------ 798_91=_E: �798.66 ...798.40 ------ 797.88
ED
........ .. ....
�SAWCUT� REQ'D (TYP.) P TURF RESTORATION PROP. 8" CDNC7.1� N
APRON REQ'D (TYP.) REQ'D (TYP.) EX. R.O.W. (TYP.) PROP, 8"H.E.S. SIDEWALK REQ'D (TYP.) i ASP ASP
SAWCUT
REMOVE & REPLACE EX. C&G. TAPER 3'
DOWN TO 0" CURB HEIGHT AT B.I.W. (TIP.) REQ'D (TYP.)
F 2090 7- 2070 RESTORE WITH LIKE MATERIALCOSTS ( Pil��.1371).
SHALL BE INCLUDED WITH 11711"T
CARA TIRE & AUTO I LOS TRES AMIGOS I PAVEMENT TIES REQ'D
2050j FOR C&G TIE-INS (TYP.)
EATON'S FRESH PIZZA PROP, 5'ASPI4ALT SURFACE
MT W/ 6" C.A.B.C. REQ'D (TYP.)
EXISTING WEST F.O.W. PROFILE PROPOSED WEST T.O.C. PROFILE
801 801
PROPOSED WEST FLOWLINE PROFILE
800 800
7
799 99
1-0.341%
798 ------ - 798
797 797
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
PROPOSED CENTERLINE PROFILE CS
802 802
- - EXISTING CEN
TERLINE NTERLINE PROFILE
801
801
-0728%
800 Goo
799 -5.445-7- 799
798 . .. .... -- - -- ----- -- --- - ------ - 798
797 797
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
EXISTING EAST F.O.W. PROFILE
PROPOSED EAST T.O.C. PROFILE
It
801 801
PROPOSED EAST FLOWLINE PROFILE
800 800
799
799
. .. .. ..... ....... . .... .
798 798
797 — 797
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY
NO. STATION 1 DESCRIPTION ELEV. DESIGN DATE JULY 2023 ISSUED FOR BID 08/01/2023 CONCRETE PAVING
SURVEYOR CS SOUTH KOELLER STREET
DESIGN ENGINEER JD-JF-BM STA. 6+00.00 TO STA. 10+00.00
0
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: I 20 40 CITY CONTRACT 23-25 SHEET 06 OF 13
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S. KOELLER STREET
MINESHAFT OSHKOSH END CURB TAPER
@ STA. 12+49.29 p
BEGIN CURB TAPER INTO
EXISTING BUS SHELTER STRUCTURE TO BE INTERSECTION @ STA. 13+69.92
REMOVED AND RESET BY OTHERS. REMOVE BEGIN CURB TAPER -
& REPLACE EX. BUS STOP PLATFORM WITH @ STA. 11+28.61
LEVEL 8" H.E.S. CONC. PAVEMENT PAD._,....--r----^ ^`"""-- - �J
k k k k �� r
796.8t
� � .r_ �. •� _ k
-__-.._.._.. _....._ -... .._ - 79 _ _
_.... 7_ L
r
7 13 � _..797 6
1.25" DRILLED DOWEL
.- -� 797.42 BARS REQ'D (TYP.) O
797.89 _�797.72- �` 797�63 -�
M
N END CONC. PAV'T
=- .:v 1" __ ... @ STA. 13+84.19
LL
10+00 u/-11+00 +25.00 12+00 LL
35 � +46.54 13+00
798...797.84 797.48 �
a .797.55 79I
7.98 798.31798.58 -- 14t00 14+61
GB VPC LP
VPT
PROP. 8" CONC. PAV'T DOWELEDWI 6" CA.B.C. �
REQ'D. BID ITEM #1314A MAINLINE PAVING (TYP.) a - -
797.88 - ---
797.63 -� k797.37-797.24 797.06 796.71
-► f-
k k k k k 11 - 796 77 - - ._... 7097 22
k k k k k k k k k k k k k k • .: •: k k k k k k k k k k k k 7%.49 k k k k k k k k k k k k k k k k k FULL DEPTH SAWCUT
k k
k k k DI
REQ'D (TYP.)rm
SW TIE BARS REQ'D (TYP.) - -- -- - -- - _ ;
PROP. 8" H.E.S. CONC. k k BEGIN CURB TAPER INTO
PROP. 8" H.E.S. APRON REQ'D (TYP.) EX. R.O.W. (TYP.) I k INTERSECTION @STA. 13+54.96
SIDEWALK REQ'D (TYP.)
2040 I � 1765
TURF RESTORATION
r7PROP. 5" ASPHALT SURFACE REQ'D (TYP.)
MT W/ 6" C.A.B.C. REQ'D (TYP.)
ARBY'S ASSOCIATED BANK
M 0 �
i O
PROPOSED WEST T.O.C. PROFILE + VCL = 100.00 m
Soo n i K = 50.00 800
m o n
PROPOSED WEST FLOWLINE PROFILE ¢ ^
799-.__.-- n..._. --- - - �- - ... - 799
Z�J
Q J
798 - _.......... __.___ .. ......... ._.._.... __.__ ---_ u~i et__. -.... __ LP 12+61.79 _..... __ N a _..._. - - - __. _..... _ 798
_..__
•0.846% VPI STA 12+67.84-
797 VPI EL796.56 797
EXISTING WEST F.O.W. PROFILE
7961 796
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
14+00 14+50
_.. __. ._. .o ;___ ... VOL = 10000.00 $
BOl -- o = 50 - __. - 801
n
PROPOSED CENTERLINE PROFILE + o 0 0 m
800 d o m 800
EXISTING CENTERLINE PROFILE N v
799 Vim�w...___. 799
_. ---
- LP 12+46.54 i-. _
798 - ...._. _._.__ _!.... ____.--.__._ ... __..-.._..- �0:72@%_"---._._____ _> .._._ __-.___ _----= 97.26 00- _ -----. �_ - - _ -- _ _-....0.858_%- __...__.. ____..-.._.... ___._. 798
LP 7
...VPI STA L - - -_.__ --
VPI EL 797.01
._._i..... ........_.._. ....._......_.. ....__......... .. _...._..._.. _...._..._. .. ._._..... 797
......_._.-----.._.... .............. .. ---..__.._ ...._.___. __.
... .- - - ..------ -- 797
796 796
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
14+00 14+50
PROPOSED EAST T.O.C. PROFILE 4 VCL= 100.00
800 - - + N - K=50.D0 800
PROPOSED EAST FLOWLINE PROFILE m C0 0 °D w n n
799 799
798 ...
- _ aw Fw
. nU. .._LP 12+28.68 .._._...__ a ._......... ._.._...._... .__... ...... y _ ..... .. ... 798
LP 796.49
' •0.716%v _.__ '- _ 0.882%
797-VPI STA 12+32.81'" __. 797
VPI EL 796.24 1 EXISTING EAST F.O.W. PROFILE
796 796
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
14+00 14+50
BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY CONCRETE PAVI NO
NO. STATION DESCRIPTION ELEV. DESIGN DATE JULY 2023 ISSUED FOR BID 08/01/2023
SURVEYOR CS SOUTH KOELLER STREET
DESIGN ENGINEER JD-JF-BM STA. 10+00.00 TO W. 20TH AVENUE
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo ao CITY CONTRACT 23-25 SHEET 07 OF 13
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ATHLETICS
PRECISION
REMOVE & REPLACE 8" CONC.
'. PAV'T H.E.S (TYP.). BID ITEM 91319.
A ti
4 °
AVENUE
.9-.
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e
PAV'T TIES FULL DEPTH SAW CUT
REO'D (TYP.) REO'D (TYP.)
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• 4
4 ' °
MANUFACTURING
*
t% b x b dam.^••— '�
JAY
OSHKOSH
—
1,25" DOWLEL BARS
REO'D (TYP.) '. APPROX. TURF RESTORATION
LIMITS (TYP.
-.
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BENCH MARKS -USGSNAVD88DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
CONCRETE PATCHWORK
NO.
STATION
DESCRIPTION
ELEV.
DESIGN DATE
JULY 2023
ISSUED FOR BID
08/01/2023
W. 20TH AVENUE
SURVEYOR
CS
DESIGN ENGINEER
JD-JF-BM
S. WASHBURN STREET TO 50OFT WEST
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS
0
SCALE IN FEET: A
ao CITY CONTRACT 23-25
SHEET 08 OF 13
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STORM QUANTITIES I I SANITARY QURNTITIES
BID ITEM 2003 -12" STORM SEWER
STREET
START
STRUCTURE
END
STRUCTURE
LENGTH
S. KOELLER ST.
1-1
1-2
6.0
S. KOELLER ST.
1-2
1-4
63.3
S. KOELLER ST.
1-3
1-4
6.0
UNDISTRIBUTED
4.7
BID ITEM 2003 TOTAL
80.0
BID ITEM 2009-18" STORM SEWER
STREET
START
STRUCTURE
END
STRUCTURE
LENGTH
S. KOELLER ST.
1-2
K-1
12.3
S. KOELLER ST.
K-1
K-2
107.2
UNDISTRIBUTED
0.5
BID ITEM 2009 TOTAL
120.0
BID ITEM 2049- 24" x38" HERCP III STORM SEWER
STREET
STA TEND
STRUCTURE
STRUCTURE
LENGTH
S. KOELLER ST.
K-2
ENDWALL
87.0
UNDISTRIBUTED
BID ITEM 2049 TOTAL
87.0
BID ITEM 2237
TYPE III INLET
W/ 18" SUMP
(NEENAH
R-3067 FRAME
TYPE R GRATE)
STREET
NUMBER
EACH
S. KOELLER ST.
1-1
1
S. KOELLER ST.
1-3
1
S. KOELLER ST.
1-4
1
UNDISTRIBUTED
CONTRACTTOTALS
3
BID ITEM 2156
BID ITEM 2201
BID ITEM 2203
BID ITEM 2213
24"X38"
ENDWALI
STORM MANHOLE
STORM MANHOLE
STORM INLET
MANHOLE
W/JOINT TIES
(4' DIA)
(6' DIA)
(4' DIA)
STREET
NUMBER
EA
V.F.
V.F.
V.F.
S. KOELLER ST
FES-1
1
S. KOELLER ST
K-1
3.96
S. KOELLER ST
K-2
4.99
S. KOELLER ST
K-3
4.01
UNDISTRIBUTED
0
0.04
0.01
0.24
CONTRACT TOTALS
1.00
4.00
5.00
4.25
BID ITEM 2850
CONNECTTO
EX. STORM
SEWER
STREET
NUMBER/ADDRESS
STA.
OFFSET
EACH
S. KOELLER ST
CO-1
13+61
40 FIT
1
UNDISTRIBUTED
0
CONTRACT TOTALS
1
BID ITEM 2508
BID ITEM 2510
BID ITEM 2516
BID ITEM 2522
TYPE"D"
MODIFIED
SEDIMENT
REMOVAL
STONE
DITCH
INLET
PROTECTION
TYPE "D" MODIFIED
BAGS
CHECK
STREET
FROM
TO
SHEET
EACH
EACH
EACH
EACH
S. KOELLER ST
W. SOUTH
PARK AVE.
6+00
5
2
4
S. KOELLER ST
6+00
10+00
6
2
4
S. KOELLER ST
10+00
W 20TH AVE
11
6
12
2
TOTAL
10
0
20
2
UNDISTRIBUTED
2
4
4
2
CONTRACTTOTALS
12
4
24
4
BID ITEM 2800
BID ITEM 2802
BID ITEM 2810
ABANDON 8"-12"
ABANDON 15%
LARGER
ABANDON STORM
SEWER
STORM SEWER
STORM SEWER
MANHOLES AND INLETS
STREET
STA
STA
OFFSET
L.F.
L.F.
EACH
S. KOELLER ST
11+95
12+40
38.0 LT
45
S. KOELLER ST
12+48
13+60
35.5 LT
112
S. KOELLER ST
12+47
1
12+47
VARIES
64
S. KOELLER ST
12+47
38.0 LT
1.0
UNDISTRIBUTED
CONTRACT TOTALS
64.0
157.0
1.0
BID ITEM 3114
BID ITEM 3116
BID ITEM 3122
BID ITEM
3710
CHIMNEY SEAL
CHIMNEY SEAL
EXTENSION
RECONSTRUCT
SANITARY
PUSH
EXTERNAL
MANHOLE
EXTERNAL
MANHOLE
q� DIA. MH
CAMERA
STREET
NUMBER
EACH
EACH
V.F.
EACH
S. KOELLER ST
13-1518
1.00
4.0
S. KOELLER ST
13-1519
1.00
S. KOELLER ST. TOTAL
2.00
0.00
4.00
0.00
UNDISTRIBUTED TOTALS
0.00
1.00
0.50
1.00
CONTRACT TOTALS
2.00
1.00 1
4.50
1.00
BID ITEM 2914
STORM WATER
UTILITY LINE
OPENING
STREET
STA
STA
OFFSET
EACH
UNDISTRIBUTED TOTAL
2
CONTRACT TOTAL
2
88 DATUM
BENCH MARKSDESCR
_..-. PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
STORM & SANITARY QUANTITIES
NO.
STATION
PT ONVD
ELEV.
DESIGN DATE
JULY 2023
SURVEYOR
_
ISSUED FOR BID
08/01/2023
DESIGN ENGINEER
JD - JF - BM
CITY OF OSHKOSH, WISCONSIN
JAMES RABE, DIRECTOR OF PUBLIC WORKS
SCALE IN FEET:
CITY CONTRACT 23-25
SHEET 13 OF 13