HomeMy WebLinkAbout24-14 Nicolet Ave Asphalt ConsLAKE
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CITY CONTRACT 24-14
NICOLET AVENUE ASPHALT CONSTRUCTION
OSHKOSH, WISCONSIN
SHEET NO.
DESCRIPTION
GENERAL
1
TITLE SHEET
2
DESIGNATED HAUL ROUTES
3
PAVEMENT SUMMARY SHEET
4
UTILITY SUMMARY SHEET
PAVING
5
NICOLET AVENUE, BOWEN STREET TO STA. 7+00
6
NICOLET AVENUE, STA. 7+00 TO STA. 13+00
7
NICOLET AVENUE, STA. 13+00 TO SHOREWOOD DRIVE
UTILITIES
8
NICOLET AVENUE, SANITARY & STORM UTILITY WORK
QUANTITIES
9
PAVING ESTIMATED QUANTITY SHEET
10
UTILITIES ESTIMATED QUANTITY SHEET
ISSUED FOR BID: 03/26/2023
FERNAUJ
0
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NICOLET / Q
PACKER i � --= Z
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DESIGNATED HAUL ROUTES
o• 1%FI
OSHKOSH, WISCONSIN
. ... STREETS TO BE PAVED/UTILITY WORK
DESIGNATED TRUCK ROUTES
O PROJECT AREA
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PROPOSED TYPICAL ASPHALT PAVEMENT SECTION STANDARD C&G SPOT REPAIR REVISIONS
NICOLET AVENUE NICOLET AVENUE CITY OF OSHKOSH, WI
NOT TO SCALE PAVEMENT SUMMARY - CONTRACT 24-14
"D" RIGHT-OF-WAY
VARIES 2.5'
"A" 2.5' VARIES 24" 6„ PAVEMENT NOTES
1. THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE
&GUTTER MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL
EX. 30"CURB
(SPOT REPAIR NOTED) C/L 4% (TYP•) ±; BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE
VARIES VARIES —� THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW
STREET CONSTRUCTION IF CONFLICTS EXIST.
2. EXCAVATION QUANTITIES INCLUDE REMOVAL OF EXISTING ASPHALT.
3. ALL RADII SHOWN ARE TO FRONT FACE OF CURB.
GRADE, TOPSOIL, FERTILIZE, SEED, "C" HMA PAVEMENT, LT (2.25" LOWER "E" NEW GRAVEL BASE INSTALL 3 X NO. 6 PAV'T 4. FINISHED GRADES AS SHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY
LAYER, 1.75" UPPER LAYER) THE ENGINEER IN THE FIELD.
& MULCH WHERE DISTURBED 6" - 3" B.A.D. LOWER COURSE TIE BARS (TYP.)
4" -1.25" B.A.D. UPPER COURSE 5. TRANSVERSE JOINTS IN CURB & GUTTER SECTIONS SHALL BE SPACED AT 10' (MAX.) - 6' (MIN.) SPACING FROM
ADJACENT TRANSVERSE JOINTS, UNLESS SPECIFIED OTHERWISE BY THE ENGINEER.
BENCHMARK INFORMATION 6. 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 CURB SECTION.
7. INLET CASTING TO BE WELLED %" BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES.
TYPICAL HATCHING PATTERNS AND
DESIGNATION SYMBOLS SHOWN ON SHEETS
AREAS INDICATING NEW SIDEWALK, DRIVEWAY, OR PAVEMENT
AREAS INDICATING NEW ASPHALT
RESTORATION LIMITS TO BE INCLUDED IN TURF RESTORATION BID ITEM.
ACTUAL LIMITS TO BE DETERMINED BY THE ENGINEER IN FIELD.
City Contract 24-14 Benchmarks List
NOV. 2023
Number
Station
Street Alignment
Description
Elevation
1
0+38,22
NICOLET CL
HYDRANT TAGBOLT @ SW CORNER OF BOWEN STREET & NICOLET AVENUE
751.98
2
6+66.25
NICOLET CL
HYDRANT TAGBOLT @ 908 NICOLET AVENUE
752.63
3
10+34.83
NICOLET CL
HYDRANT TAGBOLT @ NW CORNER OF NICOLET AVENUE & COMMANDER COURT
752.63
4
14+87.86
NICOLET CL
HYDRANT TAGBOLT @ 990 NICOLET AVENUE
752.61
8. SIDEWALK THICKNESS THRU DRIVEWAYS AND CURB RAMPS SHALL BE 6 INCHES, ALL OTHERS SHALL BE 4
INCHES. (UNLESS SPECIFIED OTHERWISE)
9. TURF RESTORATION FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP).
UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT
FIRM ADDRESS CONTACT TELEPHONE
EMERGENCY 911
DIGGERS HOTLINE
"00-242-8511
CITY OF OSHKOSH
OSHKOSH, WI
24-HOUR
920-236-5700
POLICE DEPT.
NON -EMERGENCY NUMBER
CITY OF OSHKOSH
OSHKOSH, WI
24-HOUR
920.236-5240
FIRE DEPT.
NON -EMERGENCY NUMBER
CITY OF OSHKOSH
215 CHURCH AVE.
JAMES RASE - DIR. PUBLIC 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.
TRAVIS DERKS - CITY FORESTER
920.232-5314
PARKS DEPARTMENT
OSHKOSH, WI
CHAD DALLMAN-ASST. DIR. PARKS
920.232-5313
FORESTRY DIVISION
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,WI
JIM COLLINS
TRANSPORTATION DIRECTOR
920.232-5342
PAVEMENT SCHEDULE FOR CONTRACT
24-14
SPECTRUM
3520 DESTINATION DR.
APPLETON, WI
MARTY CALLEN
920-378-0369
LOCATION
NET C/L
LENGTH FT.
"A"
WIDTH - FEET
"B"
FLANGE TO
"C"
PAVEMENT
D
"E"
C.A.B.C.
REMARKS
WISCONSIN PUBLIC
3300 N. MAIN ST.
JEFF HENKELMAN -SENIOR SERVICE
(EOR-EOR)
FLANGE TO FLANGECROWN
LINE
DEPTH
RIGHT-OF-WAY
DEPTH
SERVICE CORP.
OSHKOSH, WI
MANAGER
920-617-2778
WISCONSIN PUBLIC
NATURAL GAS
24-HOUR
1-800450-7280
NICOLET AVENUE
4" HMA
SERVICE CORP.
ELECTRIC
EMERGENCY NUMBER
"00,450-7240
925'
32'
16' (TYP.)
2,25" LOWER 12.5mm
6V
10"
MANHOLE ADJUSTMENTS, EXCAVATION/GRADING WORK, ASPHALT PAVING WORK, SIDEWALK/DRIVEWAY
(BOWEN STREET TO COMMANDER COURT)
1.75" UPPER 9.5mm
APRON WORK, CURB & GUTTER SPOT REPAIR, TERRACE WORK.
WISCONSIN &
1890 E. JOHNSON ST.
BEN MEIGHAN
608-243-9129
SOUTHERN RR CO.
MADISON, WI
TRANS CANADA
801 O'KEEFE ROAD
DE PERE, WI
MATT ERNST
920-33MS73
NICOLETAVENUE
450'
39
15' (TYP.)
4" HMA
2.25" LOWER 12.5mm
55'
10"
MANHOLE ADJUSTMENTS, EXCAVATION/GRADING WORK, ASPHALT PAVING WORK, SIDEWALK/DRIVEWAY
1-800-758-1576 EMERGENCY
(COMMANDER COURT TO SHOREWOOD DRIVE)
1.75" UPPER 9.5mm
APRON WORK, CURB & GUTTER SPOT REPAIR, TERRACE WORK.
ALLIANT ENERGY - WPL
1-800-255-4268 NON -EMERGENCY
AT&T WISCONSIN
70 E. DIVISION ST.
FOND DU LAC, WI
CHARLES BARTELT
ENGINEER
920-929-1013
WINDSTREAM
13935 BISHOPS DR.
BROOKFIELD, WI 53005
DAMES KOSTUCH
262-792-7938
CANADIAN
1625 DEPOT ST.
JACKIE MACEWICZ
715-345-2503
NATIONAL RR
STEVENS POINT, WI
BENCH MARKS - US
S A D88DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
PAVEMENT SUMMARY
NO.
STATION
ELEV.
DESIGN DATE
ISSUED FOR BID
3/26/2024
SURVEYOR
DESIGN ENGINEER
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo ao CITY CONTRACT 24-14 SHEET 03 OF 10
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GENERAL NOTES FOR CONTRACT 24-14
FOR ALL SANITARY & STORM MANHOLES
DEPTH=R M 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 1' VALVE TOP BOX SECTION SHALL BESET OVERALL 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 SIDEWALKAND 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
Ip = 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 OVERALL 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 5 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. O 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
REVISIONS 6" PVC STORM SEWER LATERAL MAIN
CITY OF OSHKOSH, WISCONSIN
UTILITY SUMMARY - CONTRACT 24-14 * = OR APPROVED EQUAL
BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY UTILITY SUMMARY
NO. STATION DESCRIPTION EIEV. DESIGN DATE ISSUED FOR BID 3/26/2024
SURVEYOR
DESIGN ENGINEER
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o 20 40 CITY CONTRACT 24-14 SHEET 04 OF 10
751
750
Q+
752
751
750
1 0+
751
750
I vi
80t 803 805F 807 ! ! Gr NICOLET AVE N U E
� Y �>-
EX. MANHOLE ADJUSTMENTS
MANHOLE NAME
EX. ELEVATION
PROP. ELEVATION
ADJUSTMENT
STO1
749.67
749.78
+0.11,
STO 2
749.57
749.53
-0.04'
SAN 1
749.68
749.71
+0.03'
SAN 2
750.63
750.63
NO ADJ. REQ'D
m m m Nm NOTES:
I N N N N ( EX. PROPERTY ,a I 1 ALL COSTS ASSOCIATED WITH ADJUSTMENTS SHALL BE INCLUDED WITH BID ITEM #1360
i ( I MONUMENT (TYP.) vZQi I I 2) ALL INLETS SHOULD BE LEFT AT THEIR EXISTING GRADE UNLESS OTHERWISE SPECIFIED
3) ALL MANHOLE CASTINGS MUST BE REPLACED WITH NON -ROCKING STYLE LIDS
850 I / 870 904 q) SANITARY MANHOLES MUST RECEIVE AN EXTERNAL CHIMNEY SEAL (BID ITEM #3114), IF NO EX.
II ' I-- EXTERNAL SEAL.
F. 802 804 806 I j' Z
' SPOT REPAIR CURB &GUTTER TYPDO E DISTURBRURAL
r SPOT ELEV. I 908 BARS REQ'DSW
W---...__..... _ -- - ----=- --
ea 130.04' 90.00' 85.00' il APRON
85 00'DWY
_ 1 _ 90 DD E
------ _
74 99-749.86 749.58 749.39 749.17 749.10 74924 �--749.44 �'� -�749 58 749.72 749.90 750.03 '
PROP. 4" LT ASPHALT PAVEMENT 1p
BEGIN ASP T / W/ 10" CA.B.C. -D. w W SAN 2 E
1+00 PAVT /,. 2+0 ... 3+00/ �? ... SAN 1 ....._ . +00/ _ _ -_ /-- Z z +0 750.30 75 43
_._ 749.89 74 .63 749.60 749.70 74 .83 750.00 g g 75 .13 750.60
O 750.48 750.31 77�.08
Z +09.63 +18 29 750 03
STO 1 / S/ 2 / E?:. ASP P:;V.i. m .: ._.._....- _...-._......._... - ------ -
75016 749.95 749,6g 749.48 749.30 749.28 749.27 749.39 749.54 749,71 749.68 - _ `'
W -.- - - - - - _... _ _.
.__ - L - . -..... 4
i
O-.___..-. ..,,w......�. -
-85.00' ADJUST EX. MANHOLE 85.00' � � 90.00, � 90.00,
'II 130.04- 90.00 0 AS NOTED (TYP.)
3 IP SAW CUTTING REQ'D FOR CURB w / TO REMAIN (TYP.)
ER / 3
I SPOT REPAIR. NEW CURB TO BE w
TIED IN W/ 3 PAV'T TIES. 825 awi 845 I 865 I 905 909 {' N
VVV m
1 I a o 0 0 rj TURF RESTORATION REMOVAL OF EXISTING ASPHALT PAVEMENT G o
N N N N O /j REQ'D (TYP.) I SHALL BE INCLUDED IN UNCLASSIFIED v~i
EXCAVATION - BID ITEM #1200.I
f// I
� N
NQ
i Q m U O W/ % I I 1r/F
O O
�I
751
750
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
6+00 + 7+00
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PROP. CENTERLINE
PROFILE (TYP.)
0.301
EX. CENTERLINE
PROFILE (TYP.)
752
751
750
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
6+00 + 7+00
751
750
0+75 1+00
1+50 2+00
2+50 3+00 3+50
4+00
4+50 5+00 5+50
6+00 6+50 7+00
BENCH MARKS - USGS NAVD 88 DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
ASPHALT PAV I N G
NO.
STATION
DESCRIPTION
ELEV.
DESIGN DATE
NOVEMBER 2023
ISSUED FOR BID
3/26/2024
1
0+38.22 1
HYD TAG@ SWCORNER OF BOWEN ST& NICOLETAVE.
751.98
NICOLET AVENUE
2
6+66.25
HYD TAG 908 NICOLET AVE.
752.63
SURVEYOR
GRAEF
DESIGN ENGINEER
JWF
BOWEN STREET TO STA. 7+00.00
CITY OF OSHKOSH, WISCONSIN
JAMES RABE, DIRECTOR OF PUBLIC WORKS
SCALE IN FEET: o
zo ao
CITY CONTRACT 24-14
SHEET 05 OF 10
752
751
750
749
71
755
754
753
752
751
750
753
752
751
750
749
914
90.00,
90.00,
s1s
LOCATE ONLY EXISTING PROPERTY MONUMENTS AT THE
SOUTHEAST CORNER OF 2825 COMMANDER COURT, THE
SOUTHWEST CORNER OF 960 NICOLET AVENUE, AND BETWEEN I' ` 1
945 & 955 NICOLET AVENUE (BID ITEM #1650). REPLACE ONLY I� I I I O O
EXISTING PROPERTY MONUMENTS FOUND AND DISTURBED BY 3 I ;
CONSTRUCTION (BID ITEM #1652). I I j
NICOLET AVENUE j , j NOTES:
ADJUST EX.RO INLET -0.07' TO {': I ((I N TH BID ITEM #1360
2� ALL INLETS SHOULD BE LEFALL COSTS ASSOCIATED T ATTH DT THEIR EXISTING GRADE EL BE IUNLESS OTHNCLUDED ERWISE SPECIFIED
PROPOSED GRADE. i I
3) ALL MANHOLE CASTINGS MUST BE REPLACED WITH NON -ROCKING STYLE LIDS
i N O 4) SANITARY MANHOLES MUST RECEIVE AN EXTERNAL CHIMNEY SEAL (BID ITEM #3114), IF NO EX.
EXTERNAL SEAL.
/.
+ SAW CUTTING REQ'D FOR CURB
i PROP. 2'X5' DWF REQ'D (TYP.) I '! I I I !I 12" CURB SPOT REPAIR. NEW CURB TO BE
DO NOT DISTURB RURAL HEAD REQ'D TIED IN WI 3 PAV'T TIES.
TYPE MAILBOXES (TYP.) 934 REMOVE EX. SIDEWALK. PROP. 4" SIDEWALK I I t ALONG ALL
922 W/ 6" THICKNESS THRU RAMPS (TYPJ. RADII v 960 970
EX. PROPERTY SPOT ELEV. 7 `hob �s m
MONUMENT TYP. SAW CUT REQ'D (TYP.) -3 ::,�1 Q
(TYP.) FLANGE (TYP.) ,, ,,, 131 82 • ; .. pP-750.63 �S2Q � (( +98.18
90.00' 90.00' 95.75' z;;.:. 5!? ; ::.. 1` 36' F F7 02 R
-.��_.. ' 120.00' 93.00'
- -...
+ 5
-�
750. f- .. =s .. -► .. -s 750.61 750.15
50.66 750.78 750.84 750.77 �750.60 py, Sod, / pp 749.99 749.81 749.69 749.80
T 749.98
PROP. 4" LT ASPHALT PAVEMENT / 1h BEGIN CL / / 1�p/ 5�22 in
HP w W/ 10" CA.B.C. REQ'D. TAPER SAN 3 END CL 0 w 13
+00
+0� ... ,9+00 70}}0 .l -_ CL _.._. TAPER 11+00 Z (.9 12}} 0 LP
51.05 751.20 - --- 75'(.35 g 3 751.18 751.01 750.93 750.78 50.65- 750.49 g 750.32 750.25 750.33
/ LL LL +34.83 750.47
+63.62 +94.75 LL LL +
tX. ASP f-'.AV' _G 75i,15
/�/ 750.12 750.03 7 0 85 749.97
50.70 750.86 750.91 ...750,84 750,65750,52 750,36 750,24 _f.-..._-
IP 7P
r
ADJUST EX. MANHOLE 93.00' /_
93.00 93.00 93. 0 � TURF RESTORATION
90.00' AS NOTED (TYP.) (�.
EX. CURB &GUTTER SW TIE BARS REQ'D (TYP.) REQ'D (TYP.)
TO REMAIN (TYP.)
i PROP. 4" SW i 975
923 935 945 CURB REQ'D 955 965 �� f.
REMOVAL OF EXISTING ASPHALT PAVEMENT i i APRONREMOVS &REPLACE 6" CONC. %
p;1
SHALL BE INCLUDED IN UNCLASSIFIED SPOT REPAIR CURB & GUTTER
EXCAVATION - BID ITEM #1200. I I AS NOTED (TYP.)
�;F:
,..w:7
i i i i t J
EX. MANHOLE ADJUSTMENTS
MANHOLE NAME
EX. ELEVATION
PROP. ELEVATION
ADJUSTMENT
SAN 3
750.75
750.73
-0.02'
00 7+50 8+00 8+50 9+00 9+50 10+00 10+50
11+00 11+ 12+00 + 13�
0
0
D N
+ PROP. CENTERLINE
PROFILE (TYP.)
✓~i EX. CENTERLINE
PROFILE (TYP.)
LL
00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+
752
751
750
749
00
755
754
753
752
751
750
753
752
751
750
749
7+00 7+50 8+00
8+50 9+00 9+50
10+00 10+50 11+00 11+50
12+00 12+50 13+00
BENCH MARKS - USGS NAVD 88 DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
ASPHALT PAVING
NICOLET AV E N U E
STA. 7+00.00 TO STA. 13+00.00
N0.
STATION
DESCRIPTION
ELEV.
- '--"
DESIGN DATE
NOVEMBER 2023
ISSUED FOR BID
3/26/2024
3
10+34.83
HYD TAG NW CORNER OF NICOLET AVE. & COMMANDER
752.63
SURVEYOR
GRAEF
DESIGN ENGINEER
JWF
CITY OF OSHKOSH, WISCONSIN
JAMES RABE, DIRECTOR OF PUBLIC WORKS
SCALE IN FEET: o zo 4o CITY CONTRACT 24-14
SHEET 06 OF 10
753
752
751
750
749
13
755
754
753
752
751
750
Ana
753
752
751
750
749
753
752
751
750
749
00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
17+00 17+50
PROP. CENTERLINE �� EX. CENTERLINE
PROFILE (TYP.) to a i PROFILE (TYP.)
X. MANHOLE ADJUSTMENTS
MANHOLE NAME
EX. ELEVATION
PROP. ELEVATION
ADJUSTMENT
SAN 4
750.98
750.96
•0.02'
NICOLET AVENUE
i i 'NOTES:
1) ALL COSTS ASSOCIATED WITH ADJUSTMENTS SHALL BE INCLUDED WITH BID ITEM #1360
2) ALL INLETS SHOULD BE LEFT AT THEIR EXISTING GRADE UNLESS OTHERWISE SPECIFIED
i 3) ALL MANHOLE CASTINGS MUST BE REPLACED WITH NON -ROCKING STYLE LIDS
i 4) SANITARY MANHOLES MUST RECEIVE AN EXTERNAL CHIMNEY SEAL (BID ITEM #3114), IF
uJ NO EX. EXTERNAL SEAL.
DO NOT DISTURB RURAL SPOT REPAIR CURB T GUTTER ( ,
98D TYPE MAILBOXES (TYP.) 990 AS NOTED (TYP.) 1062
I TURF RESTORATION SEDIMENT LOG
EX. PROPERTY SAW CUTTING REQ'D FOR CURB REQ'D (TYP.)
MONUMENT (TYP.) SPOT REPAIR. NEW CURB TO BE -
93.00' 93.00' TIED IN W/ 3 PAV'T TIES. 100.00'
3'TAPER TOO" CU
RB ........ter/
....�..G-� . - _ ---- -
-.... ...........-........... .-._-..-.-..._.......-_...._C�.. :: -- --
HEIGHT REQ'D
).13 750.31 750.49 750.67 750.69 ( ---�
�75PROPW! LT 10"CA.BAL REQ'D MENTN 4 P— 15+00 0PAV'T74 �750.88 751.01 751.13
/ +42.44Ex ASP 16 00
SAW CUT REQ'D
750.42 750.52 750,73 �_ 750.90 r _
® —-------—----------..—.._.... —_ ._...._ADJUST EX. MANHOLE 2
;..
AS NOTED (TYP.)
OLE
155.00' 64.02'
SPOT ELEV. 6� I)
FLANGE (TYP.) s• r
EX. CURB $GUTTER i _'
985 TO REMAIN (TYP.) ( ' �!` % '
'!'
REMOVAL OF EXISTING ASPHALT PAVEMENT
SHALL BE INCLUDED IN UNCLASSIFIED
EXCAVATION - BID ITEM #1200.
o rir
/
EX. NORTH GUTTER
FLANGE PROFILE (TYP.)
755
754
753
752
751
750
749
00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
17+00 17+50
EX. SOUTH GUTTER
FLANGE PROFILE (TYP_) -
— - .---..._� ..._............... - ......... __............
...
753
752
751
750
749
13+00 13+50
14+00 14+50 15+00
15+50
16+00 16+50 17+00 17+50
BENCH MARKS - USGS NAVD 88 DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
ASPHALT PAVING
NICOLET AVENUE
STA. 13+00.00 TO SHOREWOOD DRIVE
NO.
STATION
DESCRIPTION
ELEV.
DESIGN DATE
NOVEMBER2023
02
ISSUED FOR BID
3/26/2024
4
14+87.86
HYD TAG 990 NICOLET AVE.
752.61
SURVEYOR
GRAEF
DESIGN ENGINEER
JWF
CITY OF OSHKOSH, WISCONSIN
JAMES RABE, DIRECTOR OF PUBLIC WORKS
SCALE IN FEET: o zo 4o CITY CONTRACT 24-14
SHEET 07 OF 10
WORK ASSOCIATED WITH EXCAVATING
AND LAYING THE PIPE FROM THE OUTFALL
ce
To ROAD SURFACE, INCLUDING RESTORATIONS
SHALL BE COMPLETED IN ONE WORKING DAY.
NICOLET AVENUE
ul
(,,r�
THIS DOES NOT INCLUDE PREPARATORY WORK IN
WATER WAY.
1 17-, ;
0
GAS
U NE
922
INSTALL 20LF OF
Fio-8 I U
SEDIMENT LOGS
EL _TR
90.00, 90.00' 0.00'
... . ...... . . . . ............ ....
f
IP
+
CLEAR & GRUB REQ'D
4- .. ........ . ..... -Iilfe.P7 ;T ---. -- .. )
TURBIDITY
BARRIER STA. 30+65 TO STA. 31-15
w- w-
......... . ..
GAS
11'7T
LINE
.
7+'0Q._ -3 C
CO SAN OA
30t00 1 4 00
2+0 P-
2+35
P-2
�143 .9.L.t.jV T0,4�0.26%
6
v ------------ 7E
G Ip iG ..... ......
90.00,
GAS 90.00, '�R.00'
UNE GAS
ir;� UNE
5--T1 F915 =923
� E i
5+50 6+00 6+50 7+00 7+50 8+00
1750
742
741
5+50 6+00 6+50 7+00
MAIN CONNECTIONS PIPE SEGMENTS
CO-1 = CONN. PROP. 10' SAN. TO EX. 10'SAN @ 742.21 P-1 = 5.0 L.F. 10' SAN. @ 0.20%
CO-2 = CONN. PROP. 10* SAN. TO EX. 1V SAN @ 742.2± P-2 = 5.0 L.F. 10" SAN. @ 0.40%
CO-3 = CONN. PROP. 10" SAN. TO EX. 10' SAN @ 742.71
C0-4 = CONN. PROP, 10' SAN. TO EX. 1W SAN @ 742.71
BENCH MARKS - USGS NAVD 88 DATUM
STATION DESCRIPTION
CITY OF OSHKOSH, WISCONSIN
ABAN.)-
s
1p
P-4 CO-6 . . . . .............. .......
G STORM SEWER ABANDONED IN
EASEMENT SHALL BE FILLED
IP TO BE FREE OF VOIDS.
93.00, uj
c
INSTALL 26.0 SQ. YARDS OF vJi
GAS MEDIUM RIP RAP FROM w
LINE
Fi55 INSTALL 50.0 LINYT. OF
OUTFACE TO DAYLIGHT 18"RCP CLASS Ill STORM SEWER
@ 0,25% Wl JOINT TIES, END SECTION,
z
CLAY BEDDING AND BACKFILL.
0
w
NICOLET AVENUE CONTRACTOR TO SALVAGE AND
PRESERVE EX. LANDSCAPING FEATU ES.
COST SHALL BE INCIDENTAL TO STORM
SEWER INSTALLATION (BID ITEM To)
- - - - - - - - - - - - - - - - - - - - -
751
30,00 30+50 31+00 31+50 32+00
750 10+00 10+50 11+00
749
751
748
750
747
749
746
748
745
747
744
746
743
745
742
744
741
743
752
751
750
749
748
747
746
745
30+00 30+50 31,00 31+50 32+00
744
743
740 10+00 10+50 11+00 PIPE SEGMENTS
739 PIPE SEGMENTS
EX. Cl PROP. CL
Q)n-
STORM INLET 1.1
_STA. 10-47.22,17.6'RT
RIM=750.25
12:(E)=747.43
12 (N)=747.57
SUMP=1.50'
DEPTH=4.32'
. . . . ......... ...........
. ................. . . .
7+50 8+00
P-3 = 5.0 L.F. 121 CONC. STO. @ 0.20%
P-4 = 15.0 L.F. 12"CONC. STO. @ 0.20%
MAIN CONNECTIONS
CO-5 = CONN. PROP. 12"STO. TO EX. 12"STO @ 747.61
CO.6 = CONN. PROP. 12"STO. TO EX. 12"STO @ 747.41:
PLAN DESIGN INFORMATION
PLAN REVISION
DESIGN DATE
FEBRUARY 2024
SURVEYOR
DESIGN ENGINEER
JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET:
752
751 751
750 750
749 749
748 748
747 747
746 746
745 745
F -
I
STORM MH (4- DIA) N-1
STA. 12-20.37, 16.7' RT
RIM=749.85
12-(N)=746.47
-18-(S)=745.96
SUMMER
NORMAL WATER
12-(W)=747.02
DEPTH=3.89'
V
.......... -
...... . ............................. . . . .
--- - -------
143.9 L.F.18" STO. @ 0.25%
-ENDWALL...
.............. .... . ....... . . . ..... .... ......
..... . . .....
oUTFALL EL.
745.60
STORM INLET 1-2
P-5 = 318 L.F. 12" STO. @ 0.25%
STA. 12,20.37,17.1'LT
RIM=749.55
12'(S)=746.55
SUMP=1.50'
MAIN CONNECTIONS
DEPTH=4.50'
C0.7 = CONN. EX. 12"STO. TO PROP MH N-1 @ 747.0t
DESCRIPTION DATE By 'I SANITARY & STORM UTILITY WORK
ISSUED FOR BID 3/26/2024 Ems NICOLET AVENUE
40
CITY CONTRACT 24-14 SHEET 08 OF 10
T
v
fN
0
T
R
0
c
0
BID NUMBER
1050
1010
1020
1110
1120
1200
1220
1350
1360
BID NUMBER
BID ITEM
MOBILIZATION
CLEARING
GRUBBING
REMOVING
CURB &
GUTTER
REMOVING
CONCRETE &
ASPHALT
SIDEWALK &
DRIVEWAY
EXCAVATION
EXCAVATION
SPECIAL
(PAVING)
PAVEMENT TIES
ADJUST
MANHOLES &
INLETS
BID ITEM
UNITS
LS
STA
STA
LF
SF
CU YD
TON
EACH
EACH
UNITS
STREET NAME
STREET NAME
NICOLET AVENUE
1
1
1
287
720
2,000
0
90
13
NICOLET AVENUE
UNDISTRIBUTED
0
0
0
43
0
0
300
0
4
UNDISTRIBUTED
CONTRACT TOTAL
1
1
1
330
720
2,000
300
90
17
CONTRACT TOTAL
BID NUMBER
1370
1410
1440
1460
1500
1510
1540
1560
1580
BID NUMBER
TURF
12" RADIUS
30" CURB &
SIDEWALK
4" CONCRETE
6" CONCRETE
SW/DWY/
CURB RAMP
DRILLED NO.4
COLD
WEATHER
BID ITEM
RESTORAT'N
CURB WITH 6"
GUTTER, 7"
CURB
SIDEWALK
RAMP WITH 3"
DETECTABLE
SIDEWALK TIE
COVERING
BID ITEM
CABC
WITH 5" CABC
WITH 3" CABC
CABC
WARNING FIELD
BARS
(SIDEWALK) -SIN
GLE VISQUINE
UNITS
SY
LF
LF
LF
SQ FT
SQ FT
SQ FT
EACH
SQ FT
UNITS
STREET NAME
STREET NAME
NICOLET AVENUE
341
75
296
25
400
440
40
19
0
NICOLET AVENUE
UNDISTRIBUTED
51
0
44
0
0
0
0
0
130
UNDISTRIBUTED
CONTRACT TOTAL
392
75
340
25
400
440
40
19
130
CONTRACT TOTAL
BID NUMBER
1582
1590
1650
1652
1700
1801
1802
1900
1901
1903
BID NUMBER
COLD
UP -CHARGE
LOCATE
REPLACE
WEATHER
FOR LATE
EXISTING
EXISTING
SAWING
HMA PAVEMENT
HMA COLD
BID ITEM
COVERING
SEASON COLD
PROPERTY
PROPERTY
EXISTING
1.25" B.A.D.
3" B.A.D.
TACK COAT
LT
WEATHER
BID ITEM
(SIDEWALK) -DO
WEATHER
MONUMENT
MONUMENT
PAVEMENT
PAVING
UBLE VISQUINE
SIDEWALK
UNITS
SQ FT
CU YD
EACH
EACH
LF
TON
TON
GAL
TON
TON
UNITS
STREET NAME
STREET NAME
NICOLET AVENUE
0
0
1
1
160
0
0
360
1,300
200
NICOLET AVENUE
UNDISTRIBUTED
130
2
2
2
0
850
1,400
0
0
0
UNDISTRIBUTED
CONTRACT TOTAL
130
2
3
3
160
850
1,400
360
1,300
200
CONTRACT TOTAL
CITY OF OSHKOSH, WISCONSIN
PLAN DESIGN INFORMATION
DESIGN DATE NOVEMBER 2023
SURVEYOR _
DESIGN ENGINEER I JWF
JAMES RABE, DIRECTOR OF PUBLIC WORKS
PLAN REVISIONS
SCALE IN FEET:
DESCRIPTION I DATE ( BY
ISSUED FOR BID 1 3/26/2024
CITY CONTRACT 24-14
PAVING ESTIMATED QUANTITIES
SHEET 9 OF10
BID ITEM 2004-12" RCP III STORM SEWER
STREET
START
STRUCTURE
END STRUCTURE
LENGTH
NICOLET
1-1
CO-5
5.0
NICOLET
1-1
CO-6
15.0
NICOLET
N-1
CO-7
7.2
NICOLET
N-1
1-2
33.8
UNDISTRIBUTED
4.0
BID ITEM 2004 TOTAL
65.0
BID ITEM 2010-18" RCP III STORM SEWER
STREET
STAT
STRUCTRURE
ENDSTRUCTURE
LENGTH
NICOLET
I N-1
I AEW-1
143.9
UNDISTRIBUTED
6.1
BID ITEM 2010 TOTAL
150.0
BID ITEM 2142
BID ITEM 2213
18" APRON
STORM INLET
ENDWALL
MANHOLE (4' DIA)
STREET
NUMBER
EA
V.F.
NICOLET
AEW-1
1.0
NICOLET
N-1
3.89
UNDISTRIBUTED
0.0
0.11
CONTRACT TOTALS
1.0
4.00
BID ITEM 2237
TYPE III INLET
W/ 18" SUMP
(NEENAH
R-3067 FRAME
TYPE R GRATE)
NUMBER
EACH
E
1-1
1
1-2
1
UNDISTRIBUTED
0
CONTRACTTOTALS
2
BID ITEM 2950
EXCAVATION
SPECIAL (STORM)
STREET
NUMBER
STA.
OFFSET
TONS
UNDISTRIBUTED
100
CONTRACTTOTALS
100
BID ITEM 2632
BID ITEM 2648
CLASS I, URBAN
INSTALL
TYPE A E-MAT
MEDIUM RIP -RAP
STREET
FROM
TO
S.Y.
S.Y.
NICOLET
47+50
CHANNEL
55.6
26.0
UNDISTRIBUTED
4.4
4.0
CONTRACTTOTALS
1 60.0
30.0
BID ITEM 2850
CONNECTTO
EX. STORM
SEWER
STREET
NUMBER
STA.
OFFSET
EACH
NICOLET
CO-5
10+47
12' FIT
1
NICOLET
CO-6
10+62
17'RT
1
NICOLET
CO-7
12.14
17' RT
1
NICOLET AVENUE TOTAL
3
UNDISTRIBUTED
0
CONTRACTTOTALS
3
BID ITEM 2810
ABANDON STORM
MH'S & INLETS
STREET
MH#
STA.
OFFSET
EACH
NICOLET
15-1018
12+30
RT
1
NICOLET
1-1153
12+30
LT
1
UNDISTRIBUTED
0
CONTRACTTOTALS
2
BID ITEM 2800
ABANDON 8" -12"
STORM SEWER
STREET
FROM STA.
TO STA.
OFFSET
L.F.
NICOLET
12+30
12+30
RT
33.9
NICOLET
12+30
12+30
LT
143.8
UNDISTRIBUTED
22.3
CONTRACTTOTAL
200.0
BID ITEM 2508
BID ITEM 2510
BID ITEM
2512
BID ITEM
2516
BID ITEM 2518
BID ITEM 2524
BID ITEM
2526
TYPE "D"
MODIFIED
SEDIMENT
REMOVAL
TRACKING
STONE
12-INCH CIA
DEWATERING
TURBIDITY
INLET PROTECTION
TYPE "D" MODIFIED
PAD
BAGS
SEDIMENT LOGS
TANK
BARRIER
STREET
FROM
TO
SHEET
EACH
EACH
EACH
EACH
L.F.
EA
EA
NICOLET
BOWEN ST
7+00
5
5
5
5
NICOLET
7+00
13+00
6
5
5
5
NICOLET
j 13+00
1 12+50
T7
20
NICOLET AVENUE TOTAL
10
10
0
10
20
0
0
UNDISTRIBUTED
2
2
1
5
20
1
1
CONTRACTTOTALS
12
12
1
15
40
1
1
DESIGN DATE
SURVEYOR
DESIGN ENGINEER
INFORMATION
NOVEMBER2023
PLAN REVISIONS
BID ITEM 3000 - 8" SANITARY SEWER
STREET
START
END
LENGTH
STRUCTURE
STRUCTURE
NICOLET
CO-1
CO-2
5.0
AVENUE
NICOLET
CO-3
COA
5.0
AVENUE
UNDISTRIBUTED
5.0
BID ITEM 3000 TOTALS
15.0
BID ITEM 3300
CONNECTTO
EXIST. 8" MAIN
STREET
NUMBER
STA.
OFFSET
EACH
NICOLETAVENUE
CO-1
5+62
05LT
1.0
NICOLETAVENUE
CO-2
5+67
0.5'LT
1.0
NICOLETAVENUE
CO-3
7+53
0.5'LT
1.0
NICOLET AVENUE
j CO-4
i 7+58
0.51LT
1.0
NICOLETAVENUETOTAL
4.0
UNDISTRIBUTED TOTAL
0.0
CONTRACT TOTAL
4.0
BID ITEM 3114
BID ITEM 3116
CHIMNEY SEAL
CHIMNEYSEAL
EXTENSION
EXTERNAL
MANHOLE
EXTERNAL MANHOLE
STREET
NUMBER
EACH
EACH
UNDISTRIBUTED TOTALS
4.00
1.00
CONTRACTTOTALS
4.00
1.00
DESCRIPTION DATE BY
ISSUED FOR BID 3/26/2024
UTILITIES ESTIMATED QUANTITIES
JWF
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ° `° "° CITY CONTRACT 24-14 SHEET 10 OF 10 I