HomeMy WebLinkAbout24-20 Storm LateralsLAKE
BUTTE DES MORTS
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LAKE WINNEBAGO
CITY CONTRACT 24=20
STORM SEWER LATERALS /
VARIOUS LOCATIONS
OSHKOSH, WISCONSIN
SHEET NO.
DESCRIPTION
GENERAL
1
TITLE SHEET
2
DESIGNATED HAUL ROUTES\ PAVEMENT SUMMARY SHEET
3
UTILITY SUMMARY SHEET
LATERALS
4
347 LEGION PLACE
5
1018 VAN BUREN AVENUE
6
1023 & 1029 WITZEL AVENUE
7
1024 WINDSOR STREET
8
1075 GREENFIELD TRAIL
9
1160 & 1170 LOCUST AVENUE
10
1521 CLIFFVIEW DRIVE
11
1610 THORNTON DRIVE
12
1621 CHESTNUT STREET
13
1823 DOEMEL STREET
14
2213, 2219, & 2225 ALLERTON DRIVE
15
2610 HAMILTON STREET
OUTFALLS
16
ALPINE COURT OUTFALL
17
RAHR AVENUE OUTFALL
18
WINNEBAGO AVENUE OUTFALL
QUANTITIES
19
PAVING ESTIMATED QUANTITY SHEET
20
STORM ESTIMATED QUANTITY SHEET
ISSUED FOR BID - 6/04/2024
4" CONCRETE SI'
6" THRU DRIVE"
(WHERE REQ'D.)
TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION
NOT TO SCALE
"E" RIGHT OF WAY
VARIES I VARIES I "A" FACE TO FACE OF CURB
VARIES I VARIES I / (WHERE REQ'D.)
REVISIONS
CITY OF OSHKOSH, WI I
II PAVEMENT SUMMARY - CONTRACT 24-20 1
1.0.2.0 °
�— 6„
CONSTRUCTION OR HINGE JOINT AT CIL WITH %z' X 30" DEFORMED BARS
SLOPE = 2.0% MIN.
4.0% MAX. 6, 1.0�2.0°/
BACKFILL, TOP SOIL,
—FERTILIZE,SEED & MULCH
WHERE DISTURBED (18" TYP)
i•S^. .{ 6. i•..1�5•�.. 4'�{4.• �':•j?� :}y: }':4•; ,ti `.'Sv.•. 'Y�., �,
,.ter r . ,+. ,. t e i,, r
2 p,
SAWED LONGITUDINAL JOINT
•; 4:1 ti•'.4<�' .1 .4i1'... ., ;. .•y
aa.1t ` �. .:
''{ �'^ 2 p�
I I
BACKFILL, TOP SOIL,
E L ZE ED & L
WHERE DISTURBED (18" TYP)
BACKFILL, TOP SOIL,
FERTILIZE, SEED & E-MAT
"C" PLAIN CONCRETE
WITH INTEGRAL CURB
"D" CRUSHED AGGREGATE
BACKFILL, TOP SOIL,
FERTILIZE, SEED & E-MAT
DESIGNATED HAUL ROUTES INFORMATION
347 LEGION PLACE
1018 VAN BUREN AVENUE
1023 WITZEL AVENUE
1024 WINDSOR STREET
1075 GREENFIELD TRAIL
1170 LOCUST AVENUE
1521 CLIFFVIEW DRIVE
1610 THORNTON AVENUE
1621 CHESTNUT STREET
1823 DOEMEL STREET
2213, 2219, & 2225 ALLERTON DRIVE
2610 HAMILTON STREET
v
PLAN DESIGN INFORMATION
DESIGN DATE MAY 2024
CAD FILE NAME
DESIGN ENGINEER
PLAN REVISIONS
DESCRIPTION
ISSUED FOR BID
PAVEMENT NOTES
1. 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.
2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK.
3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS
SHALL BE PERMITTED.
4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB.
5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD.
6. FINISHED GRADES AS SHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY
THE ENGINEER IN THE FIELD.
7. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) - 6' (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS,
UNLESS SPECIFIED OTHERWISE BY THE ENGINEER.
B. 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.
9. INLET CASTING TO BE WELLED %" BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES.
10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS
SHALL BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE)
11. REPLACE DISTURBED SQUARES FROM UTILITY WORK AS DIRECTED BY THE ENGINEER IN THE FIELD,
PROPOSED 4" CONCRETE SIDEWALK, 6" THRU DRIVEWAYS. (TYP)
(3)-20' LENGTHS OF #4 REINFORCING RODS OVER UTILITY TRENCHES. (TYP)
(2) #4 TIE BARS AT EACH SIDEWALK CONSTRUCTION JOINT LOCATION (TYP)
12. TURF RESTORATION LIMITS BEHIND BACK OF SIDEWALK. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE
ENGINEER (TYP). TURF RESTORATION FOR LATERAL WORK (NOT SHOWN) WILL GENERALLY BE FROM 5 TO 10 FT BY
4 FT WIDE BEHIND BACK OF SIDEWALK
UTILITY COMPANIES
THAT MAY BE AFFECTED BY THIS PROJECT
FIRM
ADDRESS
CONTACT
TELEPHONE
EMERGENCY
911
DIGGERS HOTLINE
1-800-242-8511
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 BABE- DIR. PUBLIC WORKS
PUBLIC WORKS DEPT.
OSHKOSHWI
JUSTIN GIERACH- DIVISION MANAGER 1
920-236-5065
ENGINEERING DIVISION
,
CITY ENGINEER
CITY OF OSHKOSH
757 W. 3RD AVE.
RYAN LEMKE
PUBLIC WORKS DEPT.
OSHKOSH, WI
WATER DISTRIBUTION MANAGER
920-232-5333
WATER DIVISION
CITY OF OSHKOSH
805 WITZEL AVE.
BILL STURM - CITY FORESTER
920-232-5314
PARKS DEPARTMENT
OSHKOSH, WI
CHAD DALLMAN-ASST. DIR. PARKS
92D-232-5313
FORESTRY DIVISION
CITY OF OSHKOSH
926 DEMPSEY TR.
DAN KUSSMANN
TRANSPORTATION DEPT,
OSHKOSH, WI
CITY ELECTRICIAN
92D-232-5350
ELECTRIC DIVISION
CITY OF OSHKOSH
926 DEMPSEY TR.
BRIAN GRIESBACH
TRANSPORTATION DEPT.
OSHKOSH, WI
MAINT. SUPERVISOR
92D-232-5348
SIGN DIVISION
CITY OF OSHKOSH
926 DEMPSEY TR.
JIM COLLINS
TRANSPORTATION DEPT.
OSHKOSH, WI
TRANSPORTATION DIRECTOR
920-232-5342
SPECTRUM/CHARTER
3520 DESTINATION DR.
VINCE ALBIN
DAY 920-831-9249
APPLETON, WI
EVE 920-738-0444
WISCONSIN PUBLIC
3300 N. MAIN ST.
JEFF HENKELMAN- SENIOR SERVICE
SERVICE CORP.
OSHKOSH, WI
MANAGER
920-617-2778
WISCONSIN PUBLIC
NATURAL GAS
24-HOUR
1-800450-7280
SERVICECORP.
ELECTRIC
EMERGENCY NUMBER
1-800450-7240
WISCONSIN 8
1890 E. JOHNSON ST.
SOUTHERN RR CO.
MADISON, WI
BEN MEIGHAN
608-243-9129
801 EE ROAD
TRANS CANADA
DEE PERE, WI
MATT ERNST
92D-338-6573
ANR PIPELINE
W3925 PIPELINE LN.
COMPANY
EDEN, WI
LARRY HUBER
920477-2235
AT&TWISCONSIN
70 E. DIVISION ST.
CHARLES BARTELT
920.929-1013
FOND DU LAC, WI
ENGINEER
WINDSTREAM
13935 BISHOPS DR.
BROOKFIELD, WI 53005
JAMES KOSTUCH
262-792-7938
CANADIAN
1625 DEPOT ST.
NATIONAL RR
STEVENS POINT, WI
JACKIE MACEWICZ
715-345-2503
UW-O FACILITIES
650 WITZELAVE.
JOANN RIFE
MANAGEMENT
OSHKOSH, WI 54903
7:30-4:30
g2p.4pq_2438
DATE
BY
PAVEMENT SUMMARY/
DESIGNATED HAUL ROUTES
06i0412024
MANHOLE VERTICAL
CALCULATION
FORMULA
FOR ALL SANITARY & STORM MANHOLES
DEPTH=RIM ELEVATION MINUS FRAME DEPTH US INVERT ELEVATION
(FRAME & GRATE PROVIDED BY CITY OF OSHKOSH)
FOR ALL STORM INLET MANHOLE RISERS
15EPTH=RIM ELEVATION MINUS ELEVATION
OF BOX CULVERT (FRAME & LID PROVIDED BY CONTRACTOR)
FOR ALL STORM MANHOLE RISERS
DEPT =R M ELEVATION MINUS FRAME DEPTH MINUS ELEVATION AT TOP
OF BOX CULVERT (FRAME & LID PROVIDED BY CITY OF OSHKOSH)
FOR ALL STORM INLETS & INLET MANHOLES
DEPTH=FLOWLINE ELEVATION MINUS INVERT ELE ATION PLUS SUMP
DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR)
TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS
OA = ABANDON INLET/MANHOLE - PLUG & BLOCK. CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING
CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.).
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
TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP)
jp = TYPE D "MODIFIED" INLET PROTECTION REQ'D. ON NEAREST DOWNSTREAM INLET OR AT EXISTING INLET (TYP).
***UNLESS OTHERWISE NOTED ON PLAN***
SB = STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP)
TYPICAL LATERAL CONNECTION NOTES
TYPICAL STORM LATERAL INLET
1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND
CONNECT TO EXISTING SERVICE (TYP.)
7
5TO 10' FROM STANDARD LIGHT DUTY 8"
BACK OF WALK LOCKING OPEN GRATE
(NYLOPLAST - 0899CGS)*
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**
3 RELAY LIVE STORM LATERALS (6") TO BACK OF WALK
DEPRESS GRATE 1" (MAXIMUM) FROM
WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP)
O
EXISTING GRADE REGRADE EXISTING
SURFACE AS NEEDED FROM GRATE TO
4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE
PROVIDE MOWABLE AREA
REQUIRED TO BACK OF WALK WITH RISERS, BENDS,
O
2 MARKER BALLS MIN. (TYP)
2808AG DRAIN
5 CONTRACTOR TO PERFORM UTILITY LINE OPENING
BASIN (NYLOPLAST)*
(ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950.
O
STANDARD 5' HEIGHT
CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD.
STORM
SEWER
6" PVC STORM SEWER LATERAL MAIN /
CITY OF OSHKOSH, WISCONSIN
REVISIONS
UTILITY SUMMARY - CONTRACT 24-20
* = OR APPROVED EQUAL
GENERAL NOTES FOR CONTRACT 24-20
1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL
DETERMINE WHICH LATERALS ARE LIVE AND NEED TO
BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN
DETERMINING WHICH LATERALS ARE TO BE RECONNECTED.
2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL
INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION
OF THE INLET AND STORM SEWER.
3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET
CASTING AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL
TO CITY GARAGE.
4 V VALVE TOP BOX SECTION SHALL BE SET OVER ALL WATER SERVICE SHUT-OFF
VALVES LOCATED IN THE NEW SIDEWALKAND PAVEMENT. THE CONTRACTOR
WILL BE ABLE TO OBTAIN THESE BOXES FROM THE CITY WATER DISTRIBUTION AT
757 W. 3RD AVE. THE COST OF INSTALLING THESE BOXES SHALL BE INCLUDED
IN THE UNIT BID PRICE FOR CONCRETE SIDEWALKAND PAVEMENT.
5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET
CASTINGS NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF
OSHKOSH.
6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE
BACKFILLED WITH GRANULAR BACKFILL.
7 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.
8 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.
9 CONTRACTOR TO INSTALL INSULATION OVER ALL NEW/EXISTING WATERMAIN
AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER
DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE
UNIT PRICE OF THE WATERMAIN.
10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT
CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY
FORECASTED RAIN EVENT TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL
ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE
WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO
CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE
SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS.
PLAN DESIGN INFORMATION
DESIGN DATE MAY 2024
DESIGN ENGINEER
PLAN REVISIONS
DESCRIPTION DATE BY
ISSUED FOR BID 66104 22024
UTILITY SUMMARY
WINNEBAGO AVE.
S
02-296
w
5
:• -
}�
i
�- REMOVE AND REPLACE
I4"SIDEWALK AS SHOWN.
SAW CUT AND DRILLED
-� TIE BARS REQ D
INSTALL RI LIN FL
OF 6" STORM LATERAL N `
CONNECT TO EXISTING
STORM SEWER
DEPTH= 4.00't
02-234
SHEET QUANTITIES:
BID ITEM
CITY
BID ITEM
QTY
1 120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF)
25.0
2400- FURNISH AND INSTALL 6"STORM SEWER LATERAL(LF)
20.0
1308 - 7" CONC. PAVEMENT REMOVAL AND REPLACEMENT,
11.1
2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA)
2.0
ALL INCLUSIVE (SY)
2406-FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA)
1.0
1370 - TURF RESTORATION (SY)
10.6
2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D
3.0
1500 -4" CONIC. SIDEWALK W/ 3" CABC AND GRADING (SF)
25.0
MODIFIED INLET PROTECTION (EA)
1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED,
4.0
2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA)
3.0
EPDXY COATED (EA)
2854 - CONNECT LATERAL TO EXISTING STORM SEWER MAIN (EA)
1.0
®
ss
i0
BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER
NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2024 ISSUED FOR BID 06/04/2024
CAD FILE NAME LEGION PLACE
DESIGN ENGINEER 347 LEGION PL.
m
6' DI
INSTALL 35.0 LIN. FT.
OF6"STORM LATERAL
In
16-70
15' VC
IP
REMOVE AND REPLACE --�
HMA PAVEMENT, INCLUDING SAWING
"d FINE
GRADING, TURF RESTORATION AND W
T
TRAFFIC CONTROL (BID ITEM 1904) a ,
SHEET QUANTITIES:
BID ITEM
QTY
BID ITEM
QTY
1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF)
50.0
2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF)
35.0
1370 - TURF RESTORATION (SY)
7.0
2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA)
2.0
1500 - 4" CONC. SIDEWALK W/ X CABC AND GRADING (SF)
50.0
2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA)
1.0
1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF)
30.0
2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D
4.0
1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED,
4.0
MODIFIED INLET PROTECTION (EA)
EPDXY COATED (EA)
2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA)
4.0
2854 -CONNECT TO EXISTING STORM SEWER MAIN (EA)
1.0
REMOVE AND REPLACE
4" SIDEWALKAS SHOWN.
SAW CUT AND DRILLED
TIE BARS REQ'D.
CONNECT TO EXISTING
STORM SEWER
DEPTH= 5.00't
VAN BUREN AVENUE
IP
a'At�
U-101796
IPA'
BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER
NO. STATION DESCRIPTION ELEV.
DESIGN DATE MAY2024 ISSUED FOR BID 06/04/2024 CAD FILE NAME VAN BUREN AVENUE
DESIGN ENGINEER 1018 VAN BUREN AVE.
rums
RIM=749.46
12"(SE)=745.63
8"(NE)=745.68
12'(W)=745.63
DEPTH=3.08' I"„
� � • .. � $ k+' � �.xk3��. `1`3G' �`=.:"�".so_ 2' 3'x J �\. vi �
-sa,�„az ,.✓-�., f " �.,� ..„,✓, '..rK'"z`�w' r fi \ -I REMOVE AND REPLACE uL,.
-"mow 6 DRIVEWAY APRON WITH 3"CABC
�" �` '`�,tiv' vim° AND GRADING AS SHOWN. SAW CUT - >y,, •.
N
AND DRILLED TIE BARS REQ'D.
WITZEL AVENUE CONNECT TO EXISTING06-2572
/ A j STORM SEWER IP
2+� ( EX. a' DI 3.80'3 DI W
DI A^ �tik ' CONQ PAWT �♦
2,
06-329 -
15' RCP _ _ �'
12' RCP pp S-1
AN 42' RCP SAN 42' RCP
INSTALL 28.7 LIN FT OF vd 1. r x 4,• { '�
12" STORM SEWER @ 0 25% I - IP n
�-
+ S-2 a . '•
BURIED
- 06-2573 = 1P
" . .: =: i''-:FIBER,
STORM INLET MH (4' DIA) S-2
STA. 2+55.00, 22.0' RT
RIM=749.02
12"(N W)=745 70`
12"(E)=745.70 ,..I
DEPTH=3.32'�'\,
STORM INLET 1.1
STA. 3+25.00, 22.5' RT
RIM=749.47
12"(W)=745 88
SUMP=1.50 �y
DEPTH=5.09 c
ABAN. 8" CMP
\, S :swi �"_ REMOVE AND REPLACE
INSTALL 70 0 LIN. FT OF 4 SIDEWALK AS SHOWN.
12 STORM SEWER @ 0. SAW CUT AND DRILLED
.)., ti,. w �' INSTALL 12.5 LIN I TIE BARS REQ D.
.... All .,,,\ ... .. x,..�: ; OF 6" STORM LATERAL
SHEET QUANTITIES:
BID ITEM
QTY
BID ITEM
QTY
1 120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF)
251.6
2213- FURNISH AND INSTALL STANDARD STORM SEWER INLET
3.32
1319-8" HES CONC. PAVEMENT REMOVAL AND REPLACEMENT,
182.2
MANHOLE (4' DIAMETER) (VF)
ALL INCLUSIVE (SY)
2237 - FURNISH AND INSTALL TYPE 3 INLET (W/ 18' SUMP) (EA)
1.0
1370 - TURF RESTORATION (SY)
13.3
2400 - FURNISH AND INSTALL 6' STORM SEWER LATERAL (LF)
25.0
1500 -4" CONC. SIDEWALK W/ 3' CABC AND GRADING (SF)
100.0
2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA)
4.0
1510 - 6' CONC. SIDEWALK/DRIVEWAY/RAMP W/ 3" CABC AND GRADING (SF)
151.6
2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA)
2.0
1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF)
60.0
2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D
4.0
1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED,
8.0
MODIFIED INLET PROTECTION (EA)
EPDXY COATED (EA)
2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA)
6.0
2003- FURNISH AND INSTALL 12- STORM SEWER (LF)
98.7
2800-ABANDON 8"-12" STORM SEWER (LF)
19.1
2201 - FURNISH AND INSTALL STANDARD STORM SEWER MANHOLE
3.08
2810 -ABANDON STORM SEWER MANHOLES AND INLETS (EA)
1.0
(4' DIAMETER) (VF)
2850 - CONNECT TO EXISTING STORM SEWER MAIN (EA)
2.0
BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER
NO. STATION DESCRIPTION ELEV. -'- -
DESIGN DATE MAY2024 ISSUED FOR BID 06/04I2024 WITZEL AVENUE
CAD FILE NAME
DESIGN ENGINEER 1023 & 1029 WITZEL AVE.
m
m IP
SHEET QUANTITIES:
BID ITEM
CITY
BID ITEM
CITY
1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF)
$0.0
2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF)
25.0
1308 - 7" CONC. PAVEMENT REMOVAL AND REPLACEMENT,
12.3
2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA)
2.0
ALL INCLUSIVE (SY)
2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA)
1.0
1370 - TURF RESTORATION (SY)
7.0
2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D
4.0
1500 - 4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF)
50.0
MODIFIED INLET PROTECTION (EA)
1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF)
30.0
2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA)
24.0
1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED,
4.0
2854 - CONNECT LATERAL TO EXISTING STORM SEWER MAIN (EA)
1
EPDXY COATED (EA)
BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER
NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2024 ISSUED FOR BID 06/04/2024
CAD FILE NAME WINDSOR STREET
DESIGN ENGINEER 1 1024 WINDSOR ST.
m
m c
Z
�o
STORM INLET P2
STA. 22-80.02, 17.9' RT
RIM=780.16
12"(SE)=776.91 "
SUMP=1.50' ' _._..
INSTALL 17.0 LIN, FT.
OF6"STORM LATERAL
IP
13-633
INSTALL 21.0 LIN. FT.
OF6"STORM LATERAL
REMOVE AND REPLACE
4"SIDEWALK AS SHOWN.
SAW CUT AND DRILLED
TIE BARS REQ'D. (TYP.)
CONNECT TO EXISTING
STORM SEWER @ 776.00
DEPTH= 3.90'i
SHEET QUANTITIES:
BID ITEM
QTY
BID ITEM
QTY
1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF)
150.0
2237 - FURNISH AND INSTALL TYPE 3 INLET (EA)
1.0
1308 - 7' CONC. PAVEMENT REMOVAL AND REPLACEMENT,
161.3
24GO - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF)
59.0
ALL INCLUSIVE (SY)
2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA)
6.0
1370 - TURF RESTORATION (SY)
31.1
2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA)
3.0
1500 - 4" CONC. SIDEWALK W/ 3' CABC AND GRADING (SF)
150.0
2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D
2.0
1550- NO.4 REINFORCING RODS- DEFORMED, EPDXY -COATED (LF)
150.0
MODIFIED INLET PROTECTION (EA)
1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED,
12.0
2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA)
4.0
EPDXY COATED (EA)
2858 - CONNECT TO EXISTING INLET (EA)
1.0
2003- FURNISH AND INSTALL 12" STORM SEWER (LF)
182.4
IP
INSTALL 182.4 LIN. FT.OF
12' STORM SEWER @ 0.50`Y
REMOVE AND REPLACE
7" CONC. PAVEMENT, INCLUDING SAWING, PAVEMENT TIES,
DOWEL BARS, BOND BREAKER, INTEGRAL CURB 30" & GUTTER,
EXCAVATION, FINE GRADING, TURF RESTORATION, AND
TRAFFIC CONTROL (BID ITEM 1308).
v
BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER
NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2024 ISSUED FOR BID 065/04/2024
CAD FILE NAME GREENFIELD TRAIL
DESIGN ENGINEER 1075, 1095 & 1105 GREENFIELD TRL.
m
LAURIE AVENUE
16-611
w
INSTALL NEW
F .CLEANOUT
fq RIM= 751.84'
8"(S)DEPTH=747.65'
N 4 419
1 "—Tgg
INSTALL 15 0 LIN FT
'�� z -7 OF6 STORM LATERAL
Ho
REMOVE AND REPLACE ,`"s*�: 4 SIDEWALK AS SHOWN '> r""
6" DRIVEWAY APRON WITH 3" CABC
ANDDUNG AS SHOWN. RAW UT AND
CONNECT
€ INLET 747.10 IP '�' $ INSTALL 110 0 LIN FT.OF "'�'
£ DEPTH 3.80 t ,`,, 8 STORM SEWER 0.50°/ 'ri,
< I.
. EX. INLET (1-91416-571,,: a ��
8' AHS _ RIM=750.26' Li K
4"(E)=748.61' IP
8"=746.98'
t
DEPTH 3.28'
12 RCP ��
16 569 r r�
.INSTALL NEW
CLEANOUT \ CONNECT TO EXISTING'"
1I RIM=75098 ) STORM SEWER LATERAL r
16 649 8 (M=74710
DEPTH=3.88'
IL 0
JZo
L i
A
G� m
SHEET QUANTITIES:
BID ITEM
QTY
BID ITEM
QTY
1 120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF)
153.9
2400- FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF)
15.0
1370 - TURF RESTORATION (SY)
52.0
2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA)
4.0
1500 - 4" CONC. SIDEWALK W/ 3' CABC AND GRADING (SF)
50.0
2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA)
2.0
1510 - 6" CONC. SIDEWALK/DRIVEWAY/RAMP W/ 3" CABC AND GRADING (SF)
103.9
2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D
4.0
1550 - N0.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF)
50.0
MODIFIED INLET PROTECTION (EA)
1560- DRILLED NO.4 REINFORCING TIE BARS - DEFORMED,
4.0
2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA)
6.0
EPDXY COATED (EA)
2852 - CONNECT TO EXISTING STORM SEWER LATERAL (EA)
1.0
2001 - FURNISH AND INSTALL 8" STORM SEWER (LF)
110.0
2858 - CONNECT TO EXISTING INLET (EA)
1.0
BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER
NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2024 ISSUED FOR BID 06/04/2024
CAD FILE NAME LOCUST AVENUE
DESIGN ENGINEER 1160 & 1170 LOCUST AVENUE
1
REMOVE AND REPLACE
4" SIDEWALK AS SHOWN.
SAW CUT AND DRILLED
TIE BARS REQ'D.
INSTALL 18.5 LIN. FT.
OF 6" STORM LATERAL
� "�h` I �^ tee,,<<' � ✓ter �� � �� w'---aa
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✓ ✓ ✓F
✓ �6�> / C�
NIQ
W i 1010
✓'� O�
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✓MOW M-1
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15 818 �
SHEET QUANTITIES:
BID ITEM CITY BID ITEM QTY
1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF) 50.0 2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF) 18.5
1308 - 7" CONC. PAVEMENT REMOVAL AND REPLACEMENT, 17.8 2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA) 2.0
ALL INCLUSIVE (SY) 2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA) 1.0
1370 - TURF RESTORATION (BY) 7.0 2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D 4.0
1500 - 4" CONC. SIDEWALK WI 3" CABC AND GRADING (SF) 50.0 MODIFIED INLET PROTECTION (EA)
11550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF) 30.0 2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA) 4.0
1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED, 4.0 2854 - CONNECT LATERAL TO EXISTING STORM SEWER MAIN (EA) 1.0
EPDXY COATED (EA)
LLI I
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✓
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IP
W
tiig
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" CONNECT TO EXISTING
"•, �
STORM SEWER
DEPTH= 3.00'i
EF-IIIk
[m
REMOVE AND REPLACE
7" CONC. PAVEMENT, INCLUDING SAWING, PAVEMENT TIES,
DOWEL BARS, BOND BREAKER, INTEGRAL CURB 30" & GUTTER,
EXCAVATION, FINE GRADING, TURF RESTORATION, AND
TRAFFIC CONTROL (BID ITEM 1308).
BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER
NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2024 ISSUED FOR BID 06/04/2024
CAD FILE NAME CLIFFVIEW DRIVE
DESIGN ENGINEER 1 1521 CLIFFVIEW DR.
I
m
INSTALL 26.5 LIN. FT.
OF6"STORM LATERAL
SHEET QUANTITIES:
BID ITEM
QTY
BID ITEM
QTY
1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF)
50.0
2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF)
26.5
1370 — TURF RESTORATION (SY)
6.5
2404 — FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA)
2.0
1500 — 4" CONC. SIDEWALK W/ T CABC AND GRADING (SF)
50.0
2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA)
1.0
1550 — NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF)
30.0
2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D
4.0
1560 — DRILLED NO.4 REINFORCING TIE BARS - DEFORMED,
4.0
MODIFIED INLET PROTECTION (EA)
EPDXY COATED (EA)
2516— FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA)
4.0
2854 - CONNECT LATERAL TO EXISTING STORM SEWER MAIN (EA)
1.0
REMOVE AND REPLACE
HMA PAVEMENT, INCLUDING SAWING,
FINE GRADING, TURF RESTORATION, AND
TRAFFIC CONTROL (BID ITEM 1904).
41
s CONNECT TO EXISTING
STORM SEINER
DEPTH 4001
E
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BENCH MARKS - USGS NAVD 88 DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
I BY
STORM SEWER
CHESTNUT STREET
1621 CHESTNUT ST.
NO.
STATION
DESCRIPTION
ELEV.
DESIGN DATE
XJ0AdC20v4X
ISSUED FOR BID
06/04/2024
0+00
XX
CAD FILE NAME
XX/XX/XX
2
0+00
XXX.XX
3
0+00
XXX.XX
DESIGN ENGINEER
XX/XX/XX
m
.;T INSTALL NEW
jCLEANOUT
s� RIM= 749.12'
CONNECT TO EXISTING £ DEPTH 2.42'
STORM SEWER LATERAL ,w . , 71
IP
REMOVE AND REPLACE
6"DRIVEWAY APRON WITH 3" CABC
AND GRADING AS SHOWN. SAW CUT
AND EXPANSION FELT REQ'D.
SHEET QUANTITIES:
BID ITEM
QTY
BID ITEM
QTY
1120 - REMOVING CONCRETE AND ASPHALT SIDEWALK 8 DRIVEWAY (SF)
196.0
2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF)
15.0
1370 - TURF RESTORATION (SY)
60.0
2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA)
2.0
1500 - 4' CONC. SIDEWALK W/ 3" CABC AND GRADING (SF)
50.0
2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA)
1.0
1510 - 6" CONC. SIDEWALK/DRIVEWAY/RAMP W/ 3" CABC AND GRADING (SF)
146.0
2418 - FURNISH AND INSTALL CLEANOUTS (EA)
2.0
1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF)
50.0
2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D
2.0
1560-DRILLED NO.4 REINFORCING TIE BARS -DEFORMED,
4.0
MODIFIED INLET PROTECTION (EA)
EPDXY COATED (EA)
2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA)
4.0
2000 - FURNISH AND INSTALL 6' STORM SEWER (LF)
113.0
2858 - CONNECT TO EXISTING INLET (EA)
1.0
�D
CONNECT TO EXISTING '`
IN
DEPTH 2O0t,
4 A w 3
EX. INLET(1-1121)
15-554 % RIM= 748.65'
8'(E)=746.65'
: 6"(W)=747.55'
DEPTH=2.00'
r-
INSTALL 113 0 LIN. FT.OF
6" STORM
C.1
�M
N0. STATION BENCH MARKS
- US S AION D 88 DATUM ELEV. PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER
DESIGN DATE MAY2024 ISSUED FOR BID 06/04/2024 D
CAD FILE NAME OEMEL STREET
DESIGN ENGINEER L 1823 DOEMEL ST.
a
I
CONNECT TO EXISTING
STORM SEWER
DEPTH= 3.50't
REMOVE AND REPLACE
7" CONC. PAVEMENT, INCLUDING SAWING, PAVEMENT TIES,
DOWEL BARS, BOND BREAKER, INTEGRAL CURB 30" & GUTTER,
EXCAVATION, FINE GRADING, TURF RESTORATION, AND
TRAFFIC CONTROL (BID ITEM 1308). (TYP.)
IN
SHEET QUANTITIES:
BID ITEM
QTY
1 120 - REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF)
100.0
1308 - 7CONC. PAVEMENT REMOVAL AND REPLACEMENT,
90.4
ALL INCLUSIVE (SY)
1370 - TURF RESTORATION (SY)
15.8
1500 - 4" CONC. SIDEWALK Wf 3' CABC AND GRADING (SF)
100.0
1550-NO. 4 REINFORCING RODS -DEFORMED, EPDXY-COATED(LF)
45.0
1660 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED,
8.0
EPDXY COATED (EA)
REMOVE AND REPLACE
4" SIDEWALKAS SHOWN.
SAW CUT AND DRILLED
TIE BARS REO'D. (fYP.)
BID ITEM
2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF)
2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA)
2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA)
2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D
MODIFIED INLET PROTECTION (EA)
2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA)
2854 - CONNECT LATERAL TO EXISTING STORM SEWER MAIN (EA)
PLAN DESIGN INFORMATION
DESIGN DATE
CAD FILE NAME
DESIGN ENGINEER
m
SHEET QUANTITIES:
BID ITEM
QTY
BID ITEM
QTY
1120- REMOVING CONCRETE AND ASPHALT SIDEWALK & DRIVEWAY (SF)
50.0
2400 - FURNISH AND INSTALL 6" STORM SEWER LATERAL (LF)
21.0
1370 - TURF RESTORATION (SY)
6.0
2404 - FURNISH AND INSTALL STORM SEWER MARKER BALLS (EA)
2.0
1500 - 4" CONC. SIDEWALK W/ 3" CABC AND GRADING (SF)
50.0
2406 - FURNISH AND INSTALL STORM SEWER CLAY DAMS (EA)
1.0
1550 - NO.4 REINFORCING RODS - DEFORMED, EPDXY -COATED (LF)
30.0
2508 - FURNISH, INSTALL, MAINTAIN, AND REMOVE TYPE D
3.0
1560 - DRILLED NO.4 REINFORCING TIE BARS - DEFORMED,
4.0
MODIFIED INLET PROTECTION (EA)
EPDXY COATED (EA)
2516 - FURNISH, INSTALL, MAINTAIN, AND REMOVE STONE BAG (EA)
2.0
2858 - CONNECT TO EXISTING INLET (EA)
1.0
N0. STATION BENCH MARKS - USDESCS A D88DATUM ELEV. PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER
DESIGN DATE MAY2024 ISSUED FOR BID 06/04/2024 HAMILTON STREET
CAD FILE NAME
DESIGN ENGINEER 2610 HAMILTON ST.
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/� / ' REMOVE AND REPLACE \
J_ _ _ 0. 6" DRIVEWAY APRON WITH 3" CABC �\
03
I' AND GRADING AS SHOWN. SAW CUT
W ' 1 0 AND DRILLED TIE BARS REQ'D.
REMOVE AND PLACE
�NC-PAVEMENT, INCLU G SAWING, PAVEMENT TIES,
W OWEL BARS, BORD-BRE INTEGRAL CURB 30' 8 GUTTER,
ON, FINE GRADING, TURF RESTORATION, AND O
�$ T TRwL (BID ITEM 1308).
S NbS CONNECT TO EXISTING
STORM SEWER @ 745.07 rn
5S NbS d ? AEW-1 c>=
- _ IP
— - — — SS 40 00 Nb$ _ 159.9 L.F. 24" STO. CD0.20 %—_-=--,
-- •� ._._._� 43 00 43150
SS
r" �7 .1i.
_ I w L
i \\ �% REMOVE AND REPLACE
/ham , /�\ •••/// 4"SIDEWALK AS SHOWN.
102,5 ) `/' SAW CUT AND DRILLED
VVV ' - j TIE BARS REQ'D. STORM SEWER EASEMENT
,
Oc'
40+00 40+50 41+00 41+50 42+00
42+50 43+00 43+50
755 755
i
754 ...._._..._---. ......_.___.___.....----.-_- ------ —_...... ............ ---- ................ --.... ._.----------._............._.----...........__—.—._---- ------ -- ----._...... ---- ............ _._.._.._.__--- 754
753 --STORM MH (4' DIA) 53 ---- --------- --- - -- --------- 753
STA. 40+g8.67, 0.6' RT
.....__RIM=748.77
752_.__.__..._.............._.._..___...__.___ _. 24"(E)=745.07 _..._.__._.._........_.._._...._.._..__.__.....___—.........._..._......................_....._�......._...... _--........_......._.._....-_-...._.....__...._.....__.__..._....____.-__...._......._............... -—__.-___._...___......._.__ 752
18"(W)=745.07
DEPTH=3.70' j
751 - --- ---- --- •�'�-�- '•�� — `-- - - 751
750 - — ---- 750
i
749 749
SUMMER -...-_.-.
1
1 NORMAL WATE
748 __._......_..._....._____._.....-... .._._.._....._.--- .__._...... _._.___.l._-__..__....... .__...._-_---.._ELEV_a7-47.55.t...._........__...___....................._.._._. ... 748
..-.--_.__....>_..._.._.....-.......----.......
.............._............ ..
--- — —
v
747 } - - -- __. __...-... -- -- -- --- 747
I77777,
-- - —--...... ---- ........ _159.9 L.F. 24" STO. 0.20%— --- --... — —.......................................... ............. 746
746 ----...._.......__..._.-- � _._.._... �Q
I I
745 i I 745
INVERT4.75
744 -.................._........._.._—_._...........__--------------- __.._..._....._...._........
.......—_......—.........._...... -........_.__... ---........... ..._.._---._........- ---. ..... _ ..... ............ ---._..._.._.........._._.._......._._......................_...........-.............. 744
i
743 743
40+00 40+50 41+00 41+50 42+00 42+50
43+00 43+50
BENCHMARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER
NO. STATION DESCRIPTION ELEV. —
SURVEYORTE MAY2024 ISSUED FOR BID 06/04/2024 ALPINE COURT
DESIGN ENGINEER I ALPINE CT. OUTFALL
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 24-20 SHEET 16 OF 20
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SEWER @744.10t
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/ ��� •�, r�� f / S•4 m
.0 t.F 4y
�-' L.F. 24" STO
�r . 0.25
46.0 r 3p„ at,
' 60 00 �1 00�.� '� r r f ' sr0• 0 62 0 62 50
r r / ?Si
" SS
- SS pv�NUE '•� /�% �� J INVERT=743.73
i
TURBIDITY BARRIER (TYP.)
SS
i
S
i
SS C -i-
2
f�R• r ' _ � I
60+00 60+50 61+00 61+50 62+00 62+50
755 -- 755 STORM MH (5' DIA) S•4
~�• I STA. 61+40.00, 10.0' LT
754 -_� -- 754 RIM=751.73
\ ......_.............. —._ ._ -
30"(SE)=743.82
� DEPTH=7.16'
I
752 ---- ---- - -- - -------------- 752
751 _...-----.....----------...._..__..___._.._.--_....... ....... -_...._._....._..._.- \---- --- -_� _...__..--. ......... ---........_.........—........_..................... 751
750 \ 750
749...---_._._.._........._................__...__._.___...__.._..._._.._...------------......--._................__......._------- - -._._...-_........-----.._.._._......_................_......................_....._....._.._.__.._..-----......._. 749
SUMMER
\ NORMAL WATER
748-.---_-- _-. __----- - — _-� LE � 7S5 748
747............—.__........-_..........._.__......._......................_...-----...._._.._.._..----- --..__....----_—....---._ ..... .......... ..... _ ........... -_......_..._..........._.._....._........._... ........ .---.._.._.___ 747
746 ---- - - 746
DREDGE SEDIMENT
46.0 L.F. 24" 40.0 L.F. 30" — TO DAYLIGHT PIPE.
7a5 STO. @ 0.25% STO. @ 0.25% �— 7as
744 - I (— - — ----- 744
......--_..._....... . ---. _.._..__.....__..-....__...__......._.. _-._.
743 ----._... __._....._..___.__.----- .... . ......__ _..._. ........_-_____....__.... `...- 743
NVERT = 743.73 ,
742 -- - ----------- ---- 742
741 741
60+00 60+50 61+00 61+50 62+00 62+50
BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER
NO. STATION DESCRIPTION ELEV.---'-''
[ESIGN SUR EYORTE MAY ISSUED FOR BID 06/04/2024 WINNEBAGO AVENUE
DESIGN ENGINEER I I I WINNEBAGO AVE. OUTFALL
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 4o CITY CONTRACT 24-20 SHEET 18 OF 20
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