HomeMy WebLinkAbout23-09 Bradley St Asphalt & ConstructionREGARDING THE CRITERIA OF REASONABLENESS AND BENEFIT
This report was prepared and submitted to satisfy the requirements that the City is
required to show that the assessments will benefit the properties assessed in the Special
Assessments for Asphalt Pavement, Driveway Aprons, Sanitary Sewer Main and
Laterals (New and Relay), Water Main and Laterals (New and Relay), and Storm Sewer
Mains and Laterals (New and Relay) Relating to Contract No. 23-09 assessments as per
Wisconsin State Supreme Court Decision (Berkvam vs. the City of Glendale, 79 Wis. 2d
279.255 NW 251 (1979).
Criteria of Reasonableness
It is the opinion of this office that the assessments are, in fact, reasonable. The
assessments have been calculated in accordance with the City of Oshkosh Policy for
Special Assessments for assessing costs for street construction. All costs of the street
improvements have been assessed to the various parcels according to their
assessable frontage. Utility lateral costs are assessed to each lot needing lateral
work. Driveway costs are assessed to the abutting property owner based on a
square foot cost.
The Properties Against which the Assessments are Proposed are Benefited as
follows:
This improvement consists of the construction of bituminous pavement and
replacement of the sanitary sewer mains and laterals, storm sewer laterals, and
water distribution mains and laterals. The construction of a bituminous pavement
will provide a rideable surface available in all weather conditions. The proposed
pavement will be crowned to convey the storm water runoff to the storm sewer
system. The utility laterals provide a connection to the mains for each property.
The storm sewer system will convey the runoff away from the area. The sanitary
sewer and water distribution systems will provide a safe and reliable conveyance
system for wastewater and drinking water.
Estimated cost of the project is: $1,940,885.13
Proposed Assessments are: $441,779.92
City Cost of the project is: $1,499,105.21
1.\Engineering\2021 - 2030 Contracts\2022 CONTRACTS\22-03 Bradley St\Project_lnformation\Reports\Report of Director of PW \23-09 Criteria for Reasonableness and Benefit_6-2-
23.docx
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CITY CONTRACT 23-09
BRADLEY STREET
ASPHALT AND UTILITY CONSTRUCTION
OSHKOSH, WISCONSIN
SHEET NO.
DESCRIPTION
GENERAL
1
TITLE SHEET
2
DESIGNATED HAUL ROUTES
3
PAVEMENT SUMMARY SHEET
4
UTILITY SUMMARY SHEET
PAVING
5
BRADLEY ST - W. WAUKAU AVE. TO STA 4+50
6
BRADLEY ST - STA 4+50 TO STA 9+00
7
BRADLEY ST - STA 9+00 TO STA 13+50
8
BRADLEY ST - STA 13+50 TO STA 18+00
9
BRADLEY ST - STA 18+00 TO W. 28TH AVE.
UTILITIES
10
BRADLEY ST - W. WAUKAU AVE. TO STA 4+00
11
BRADLEY ST - STA 4+00 TO STA 9+00
12
BRADLEY ST - STA 9+00 TO STA 12+50
13
BRADLEY ST - STA 12+50 TO STA 17+00
14
BRADLEY ST - STA 17+00 TO W. 28TH AVE
QUANTITIES
15
PAVING QUANTITIES
16
STORM/ LATERAL QUANTITIES
17
WATER AND SANITARY QUANTITIES
BOX CULVERT
S-1
GENERAL PLAN AND NOTES
S-2
CROSS SECTION, QUANTITIES AND DETAILS
S-3
BOX DETAILS - 1
S-4
BOX DETAILS - 2
S-5
BOX DETAILS - 3
S-6
WINGWALL DETAILS - 1
S-7
WINGWALL DEATILS - 2
S-8
VERTICAL FACE PARAPET'A'
S-9
TUBULAR RAILING TYPE 'H' (ALUM.)
S-10
TUBULAR RAILING TYPE 'H' (STEEL)
S-11
FENCING DETAILS
ISSUED FOR CONSTRUCTION: 02/17/2023
3
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43
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W 28TH Ave
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: W WAUKAU AVE
DESIGNATED HAUL ROUTES
CITY CONTRACT 23=09
OSHKOSH, WISCONSIN
. . .
STREETS TO BE PAVED/UTILITY WORK
<<< <
DESIGNATED HAUL ROUTES
•GH9& •
DESIGNATED HAUL ROUTES
(EMPTY TRUCKS ONLY)
DESIGNATED TRUCK ROUTES
O
PROJECT AREA
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PROPOSED TYPICAL ASPHALT PAVEMENT SECTION - (NTS)
I REVISIONS
BRADLEY ST. (STA 1+25.0 TO STA 20+80.85)
CITY OF OSHKOSH, WI
NOT TO SCALE
"D"RIGHT
PAVEMENT SUMMARY - CONTRACT 23-09
OF WAY
PAVEMENT NOTES
14' 1.0' 18, 18, 1.0' 14'
NEW 1 FOOT GRAVEL SHOULDER
1 FOOT GRAVEL SHOULDER
1. THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE
5" - %4" B.A.D.
C/L
5" - 3/4' B.A.D.
MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL
ANEW
2.0% 2.0%
—�
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 AND EXCAVATION FOR TURF.
BACKFILL, TOP SOIL,
EXCAVATION/C.A.B.C. LIMITS
BACKFILL, TOP SOIL,
FERTILIZE, SEED & MULCH
"B" HMA PAVEMENT, MT 38' "C" NEW GRAVEL BASE
FERTILIZE, SEED & MULCH
3. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD.
WHERE DISTURBED (18' TYP.)
(3" LOWER LAYER, 2" UPPER LAYER) 6" - 3" B.A.D. LOWER COURSE
WHERE DISTURBED (18' TYP.)
4. FINISHED GRADES AS SHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY
BACKFILL, TOP SOIL,
4" - I%" B.A.D. UPPER COURSE
BACKFILL, TOP SOIL,
THE ENGINEER IN THE FIELD.
FERTILIZE, SEED & E-MAT
FERTILIZE, SEED & E-MAT
5. INLET CASTING TO BE WELLED %" BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES.
6. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6INCHES, ALL OTHERS SHALL
BENCHMARK INFORMATION
BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE)
- BENCHMARK INFORMATION FOR UTILITY WORK ONLY.
NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR
FOR GRADING/PAVING WORK
7, TURF RESTORATION FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP).
TYPICAL HATCHING PATTERNS AND
DESIGNATION SYMBOLS SHOWN ON SHEETS
AREAS INDICATING NEW ASPHALT
City Contract 23-09 Benchmarks List
9/21/2022
Number
Station
Street Alignment
Description
Elevation
1
0+49
BRADLEY
PK NAIL IN P.P. @ BRADLEY & WAUKAU
765.12
2
6+43
BRADLEY
HYDRANT ARROW ACROSS FROM 3010 BRADLEY ST
765.92
3
11+15
BRADLEY
HYDRANT ARROW ACROSS FROM 2920 BRADLEY ST
762.25
4
15+70
BRADLEY
HYDRANT ARROW @ 2875 BRADLEY ST
759.36
5
20+94
BRADLEY
HYDRANT TAGBOLT @ BRADLEY & 28TH
757.30
u i iw i T Gu1Tiriamica
i nA i iT1AT 6C
Arrcw. i Gu 6 T i riia
r n%j%j= . i
FIRM
ADDRESS
CONTACT
TELEPHONE
RESTORATION LIMITS TO BE INCLUDED IN TERRACE BID ITEM. ACTUAL
EMERGENCY
911
LIMITS TO BE DETERMINED BY THE ENGINEER IN FIELD.
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.
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
23-09
SPECTRUM
3520 DESTINATION DR.
APPLETON,WI
VINCE ALBIN
DAY 920-831-9249
EVE 920-738-0444
NET C/L
"A"
"B"
"D"
WISCONSIN PUBLIC
3300 N. MAIN ST.
JEFF HENKELMAN -SENIOR SERVICE
LOCATION
LENGTH FT.
WIDTH - FEET
PAVEMENT
BASE COURSE
RIGHT OF
REMARKS
(EOR-EOR)
FACE TO FACE
DEPTH
DEPTH
WAY
SERVICE CORP.
OSHKOSH, WI
MANAGER
920-617-2778
BRADLEY ST.
WISCONSIN PUBLIC
NATURAL GAS
24-HOUR
1-800-450-7280
1,955.85'
36'
5"
10"
66'
UTILITY WORK, EXCAVATION/GRADING WORK, SIDEWALK/DRIVEWAY APRON WORK, ASPHALT PAVING WORK.
SERVICE CORP.
ELECTRIC
EMERGENCY NUMBER
1-80OA50-7240
(W. WAUKAAVE TO W.ST 28TH AVE.)
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
920-338-0573
ALLIANT ENERGY-WPL
_
_
1-800458-1576 EMERGENCY
1-800-255-0268 NON -EMERGENCY
AT&T WISCONSIN
70 E. DIVISION ST.
FOND OU LAC, WI
CHARLES BARTELT
ENGINEER
920-929-1013
WINDSTREAM
13935 BISHOPS DR.
BROOKFIELD, WI 53005
JAMES KOSTUCH
262-792-7938
CANADIAN
1625 DEPOT ST.
JACKIE MACEWICZ
715-345-2503
NATIONAL RR
STEVENS POINT, WI
UW-O FACILITIES
650 WITZEL AVE.
JOANN RIFE
920-424-3466
MANAGEMENT
OSHKOSH, WI$4903
JOHN FENLON
92GA24-2317
7:00 - 3:30
BENCH MARKS -USGSNAVD88DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
PAVEMENT SUMMARY
N0.
STATION
DESCRIPTION
ELEV.
DESIGN DATE
411212022
ISSUED FOR CONSTRUCTION
02/17/2023
JS
DESIGN ENGINEER
DESIGN ENGINEER
JOESPH STANDIFORD
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 23-09 SHEET 3 OF 17
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GENERAL NOTES FOR CONTRACT 23-09
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 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 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
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.
FsBj 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) O 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 5HEIGHT 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
CITY OF OSHKOSH, WISCONS1 �_76" PVC STORM SEWER LATERAL MAIN
CITY OF OSHKOSH, WISCONSIN
UTILITY SUMMARY - CONTRACT 23-09
= OR APPROVED EQUAL
BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY UTILITY SUMMARY
NO. DESIGN D
STATION DESCRIPTION ELEV. DATE
4/12/2022 ISSUED FOR CONSTRUCTION 02/17/2023 JS
DESIGN ENGINEER
DESIGN ENGINEER JOESPH STANDIFORD
zo n°
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o CITY CONTRACT 23-09 SHEET 4 OF 17
41
> REMOVE AND REPLACE
SECTION OF APRON
FOR UTILITY WORK.
PROP. 8H.E.S
CONC . DWY
PAV`T TIES REQ'D (TYP.)
4.
—76.41
i Li
AS
'AV'-.-
SAW CUT REQ'D (TYP.)
LILL
767
766
765
764
763
762
PROP. 1 FT WIDE
GRAVEL SHOULDER (5-
OF 3/4' C.A.B.C.) REQ'D.
++2.80
(TYP.)
OP
40'4R
EX. PROPERTY
HYDRITE CHEMICAL
IRON (TYP.)
BRADLEY
ST.
191 W 28TH AVE
x
x
x—1Lm. " x 4—
--_--_ X—==�-% = x �X—x— 1
PROP E.O.P. PROP C/L GRADE
GRADE P) . ..... .....
—Z . .. .
— --- — - i
....
— — — — — — — — — — — — — -
63.94 763.82 3.57
763.32
763.07
—7
FOR
-
4+5 0
1+.00
-25
1h�
+'oo
4+.00
764.84 764.30 764.18 763,93
763.68
m
763.43
763.18 762.93
P"'N'T
763.94 763.82
763.32 . . . ......... ..
07
76 2.82 —762.5
APPROX.TURF
- — —
— — —
RESTORATION LIMITS
5d7-.(3�
ADJUST MANHOLE (TYP-)
PROP. 5" MT ASP. PAV'T
MATCH EXISTING
(TYP.)
W1 10"C+A.B.C. REQ'D.
CONDITIONS
(TYP.)
OUTSIDE OF
+24.98
GRAVEL
40'R
GERMAN EV
SHOULDER (TYP.)
LUTHERAN CEMETERY
W 100 WAUKAU AVE
+
V)
0
I: PROP. C/L PROFIL
-2.1
,
EX C/L PROF ILI:
. . ....... . ...........
.......... ...
.. . .............. .... .............. — ------- ---------
----------
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
767
766
765
764
763
762
4+50
BENCH MARKS - USGS NAVD 88 DATUM
PLAN DESIGN
INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
ASPHALT PAVING
BRADLEY STREET
W. WAUKAU AVENUE TO STA. 4+50
NO.
I STATION
I DESCRIPTION
ELEV.
DESIGN DATE
APRIL 2022
ISSUED FOR CONSTRUCTION
02117/2023
DESIGN ENGINEER3
IFC-TURF AND PAVEMENT
2/17/2023
JD
DESIGN ENGINEER
I JAKE DEDERING
D 20 40
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: i I CITY CONTRACT 23-09 SHEET 5 OF17
RE -GRADE DITCH TO PROP. 1 FT WIDE GRAVEL SHOULDER (5" OF 3/4"
DRAIN AS SHOWN. PAID/BRADLEY
C.A.B.C.) REQ'D. (TYP.)
RE -GRADE AREA TO DRAIN AS TURF RESTORATION
WEST TO OUTLET PIPE ON BID ITEM #1370 (TYP.)
HYDRITE PROPERTY. RE -GRADE AREA TO
WATER THEN DRAINS REMOVE RAILROAD DRAIN OUT TO
NORTH TO CREEK. RAILS AND TIES REQ'D. ROADWAY (TYP.) HYDRITE CHEMICAL
MATCH EXISTING BID ITEMS #1101 & 1102 191 W 28TH AVE
CONDITIONS OUTSIDE (TYP.) ST■ ADJUST MANHOLE
OF GRAVEL(TYP.)
SHOULDER (TYP.)
�x_-z z x PE 16
00
MO
----_._"._. 76 .GRADE (TYP)--T 7d.57.._ _... _...._. ......_. \
762.27 762.47 762.72 7 2.97 -"- - 763.08 763.07 - 762.80 762.29 _ - 781.79 781.39 """ - 760.99
LP VPC HP ��, VPI VPT
�� W s+oo
+60 s+ 0 fi+00 +34.66 +50.00 7+00 a w 8+ 0 +50
762.63 762.83 763.08 763.33 763.44 763.43 763.16 762.65 0762.15 761.75 761.35
.._ . -. .. .... PROP. C/L -__ _ \ EX ASP.
GRADE (TYP.) '- -- - ._'- .._.._ \ �\ ,�,ANT - -
Y �
_- 762.27 782.47 ---- - _ 782.72 _ _ __- 762.97 ® ' 763.08 ---' - 761.79 761.39 - 760.99
- 763.07 762.80 762.29 "
° .01
88
---7d.12 ."....._ - 76 .58 CI 1 ,, ` ee 76 .40i' ._.__ _ ._- - 76T.25-M. ... -y- 76�.L "-'►
-
j PROP. 5" MT ASP. PAV'T WI 10"
APPROX. TURF REGRADE DITCH TO ALLOW I 258.65' C.A.B.C. REQ'D. (TYP.)
RESTORATION LIMITS FOR PROPER DRAINAGE 38' �? i
(TYP.) WHERE TRACKS REMOVED. 3010
GERMAN EV PAID AS TURF RESTORATION
RE -GRADE DITCH TO LUTHERAN CEMETERY BID #1370 (TYP.) VINTON STOCKPILE FACILITY
DRAIN AS SHOWN. PAID W 100 WAUKAU AVE '
AS TURF RESTORATION ' PROP. 8" H.E.S
BID ITEM #1370 (TYP.) PROP. 8" H.E.S. CONC. SIDEWALK REQ'D (TYP.). RE -GRADE DITCH TO
DWY APRON W/ 15' DRAIN AS SHOWN. PAID
APRON FLARES REQ'D CENTER OF AS TURF RESTORATION SAW CUT
(TYP.) DWY AT STA BID ITEM #1370 (TYP.) REQ'D (TYP.)
6+86 (33' RT)
VCL= 100.00
0 c u
ro o 0
m ��°• + o
765 765
HP 64,34.66
¢ u Nw HP763.44 Fw EX C/lPROFILE
.._..---_.........._._-.._.._.._____...._.__.__...--_..
764 --� - --.".._.._._...- --'-'--.... --=--- .._....__._... - - VP_I_S&t50-OQ-....__._.............__......----F_u.._.................._..".._._"._....._._...... ._......... -- -- 764
a
VPl.
763 0.517% - - - - - 763
i> LL
PROP. CIL PROFILE
i
760 760
4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ASPHALT PAVING
N0. STATION DESCRIPTION ELEV. -'-'
DESIGN DATE I APRIL2022 ISSUED FOR CONSTRUCTION 02/17/2023 BRADLEY STREET
DESIGN ENGINEER
DESIGN ENGINEER JAKE DEDERING STA. 4+50 TO STA. 9+00
o zo 4o
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-09 SHEET 6 OF 17
PROP. 1 FT WIDE
CHEMICAL GRAVEL SHOULDER (5"
HYDRITE OF 3/4" C.A.B.C.) REQ'D.
191 IT 28TH AVE
(TYP.)
191
1544.97'
x x -x-
3 & i
---7E�:45----►j 75.
760.99 760.
761.35
760.99
\80.95
_„ 760.59
- - 75§.21
t. ,i- R
�o.
g950
PROP. 5" MT ASP. PAVT
W/ 10" C.A.B.C. REQ'D.
(TYP.)
ACS AUTO
i
I
I
I
I
762
761
760
759
758
757
9+00
9+50
REMOVE EX. DWY APRON
AND CULVERT REQ'D.
TURF RESTORATION. PAID
AS EXCAVATION (TYP.)
MINI STORAGE
2923 BRADLEY ST
6 -►- 7�79
\ 759.39 --'
I
I 1
W B RA D L EY ST
-o�-
RIPRAP TO
1
■
DITCH TOP.
O FLOW TO CREEK.OTo Z
PROP.4" CONCRETE SIDEWALK
DITCH TO ALLOW FOR PROPER
BE INSTALLED DURING BOX
CULVERT WORK. REQ'D (TYP.) TO BE INSTALLED
1
(7` REGRADE
Q DRAINAGE WHERE DRIVEWAYS REMOVED. PAID
(n ACROSS LIMITS OF PARAPET WALL. 1
Li AS TURF RESTORATION BID #1370 (TYP.)
PROP. 30" CURB AND ,
GUTTER REQ'D (TYP.),�
SAW CUT
REQ'D (TYP.)
BIT ITEM #1442
TAPER
�\
1 1�
F
PROP. 2' CURB
REQ'D. (TYP.) �` \
U)
x -x I x -x -x -Ix -X._
j
x -x -X - . ----x Asp
l
- PROP. E.O.P.
(PAnF r TYP 1
758.99
�ftx
-- 757.79 - 757.31
1.55 \ 760.15 \ \X759.75 759.35 m \ 758.95 758.55 7W.15
15 I 757.66
LL �
cAV 7
).T9 ® 759.79 ....... 759.39 . 758.99 _ 758.59 758.19 D 757.79 _ 757.29
_._....... . .........
c�
\-APPROX.
75 .7
-756:0_........__._.PROP. C/L GRADE5.60 (TYPJ 5.qQ-_ _ - .. 249,66' 181.35' MATCH EXISTING PROP. 8"H.E.S. CON,CONDITIONS DWY APRON W/ 5' 18'
8:x -x ---Ix OUTSIDE OF GRAVEL 29 APRON FLARE REQ'D
TURF I SHOULDER (TYP.) (TYP,)
RESTORATION LIMIT PROP. BOX CULVERT
OSHKOSH CORPORATION (TYP,) I PROP. B" H.E.S CONC. SEE BOX CULVERT
SIDEWALK REQ'D (TYP.). PLANS FOR MORE
RE -GRADE DITCH TO DETAILS.
RE -GRADE DITCH TO DRAIN EX. PROPERTY DRAIN AS SHOWN. PAID
AS SHOWN. PAID AS TURF i IRON (TYP.) AS TURF RESTORATION AT&T PROP. BOX CULVERT
BID ITEM #1370 (TYP.) PARAPET WALL (TYP.)
RESTORATION BID ITEM #1370 CENTER OF
(TYP,) DWY AT STA
13+02
(33' RT)
10+00
10+50
11+00
11+50
12+00
762
761
760
759
758
757
12+50 13+00 13+50
NOTE:
EXISTING UTILITY POLE TO SOUTHWEST OF
PROPOSED BOX CULVERT TO BE MOVED TO
FURTHER SOUTH NEAR EXISTING DRIVEWAY
ENTRANCE PER WPS.
BENCH MARKS - USGS NAVD 88 DATUM
PLAN DESIGN
INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
ASPHALT PAV 1 N G
BRADLEY STREET
STA 9+OOTO STA 13+50
NO.
STATION
DESCRIPTION
ELEV.
DESIGN DATE
_
APRIL 2022
ISSUED FOR CONSTRUCTION
02/17/2023
DESIGN ENGINEER
3
IFC-TURF AND PAVEMENT
2/1712023
JD
DESIGN ENGINEER
JAKE DEDERING
o zo 4o
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-09 SHEET 7 OF 17
NOTE:
CONTRACTOR SHALL BE RESPONSIBLE FOR
REMOVING AND RE -SETTING EXISTING RURAL
TYPE MAIL BOXES AS SPECIFICED IN STANDARD
SPECIFICATION 100.64. RELOCATED MAILBOXES
SHALL BE COORDINATED WITH THE LOCAL POST
MASTER. ALL COSTS ASSOCIATED WITH THIS
WORK IS INCIDENTIAL TO THE PROJECT
760
759
758
757
756
755
754
HYDRITE CHEMICAL
2903 BRADLEY ST
EX. FENCE TO BE
REMOVED AND
REPLACED BY HYDRITE
PROP. 30" CURB AND
GUTTER REQ'D (TYP.)
BID ITEM #1442
PROP. BOX CULVERT
SEE BOX CULVERT
PLANS FOR MORE -
DETAILS
.31 _ 756.81 -
I i
REGRADE DITCH TO ALLOW FOR
PROPER DRAINAGE WHERE
PAVT REMOVED. PAID AS TURF
RESTORATION BID #1370 (TYP.)
i
F•_i.
756.56
RE -GRADE AREA TO
DRAIN OUT TO
ROADWAY (TYP.)
SAW CUT
REQ'D (TYP.)
YDRITE CHEMICAL
[2875BRADLEY ST
i
4
i1
-.-
756.31 756.06
.._. %"-K
L755.83
57.66 �-' I 717,11 70.92 �756.67\\ \ \ 756.42 �
`+ PROP. CIL GRADE
- -..._
57.P9 756.81 756.5756.316 (TYP)
PROP. E.O.P. A\n�\\
---�� PROP. 2'CURB TAPER., `�''
\� (TYP.) APPROX. TURF < I
\ \ RESTORATION LIMITS
I (TYP.) REPLACE DISTURBED
MATERIAL IN IN
PROP. 4" CONCRETE COST SHALL BE
SIDEWALK REQ'D (TYP.) TO BE INCLUDED IN TURF =
t5 INSTALLED ACROSS LIMITS OF RESTORATION BID ITEM
PARAPET WALL. (#1370)
PROP. BOX CULVERT
` PARAPET WALL (TYP.) I
a\
m� 756.17
i
PROP. 8" H.E.S
CONC. DWY APRON
W/ 12' APRON FLARES REQ'D (TYP.)-�_
PROP. H.E.S
CONC.DWY g "D L EY ST.
PAV'T TIES REQ'D (TYP.)
WALDEN PAPER
PROP. 8" H.E.S CONC. SERVICES
SIDEWALK REQ'D (TYP.). 167 W 28TH AVE +_ ._ I
,A I PROP, 1 FT WIDE GRAVEL SHOULDER IF OF 3/4"
I_........ ... ...1.... .__. EX. PROPERTY C.A.B.C.) REQ'D. (TYP.)
CIJ i \ IRON (TYP).
MATCH EXISTING
< I \ I ASPCONDITIONS OUTSIDE OF _
-= -->- --a---- `— -- GRAVEL SHOULDER (TYP.)
4.
e �
i
- 7 .31 \ 755.51 — — — 755.71
-- 755.56-----.,
- HP 17 00,
18+00�
755.92 755.67 755.B7 756.07
ASP.
\
T
755.83 '- - -- 756.56 7 31 755.51 755.71
ADJUST MANHOLE
(TYP.)��---
PROP. 5" MT ASP. PAV'T \ 'i''-
W/ 10" C.A.B.C. RI 556.3�'
(TYP.)TYP.) EX. MAILBOX
(TYP.)
REPLACE DISTURBED 1 2840:
MATERIAL IN KIND. COST 1` r
SHALL BE INCLUDED IN TURF'
- RESTORATION BID ITEM --
(#1370)
OTA COMPANY
EX. MANHOLE ON PRIVATE PROPERTY WHERE ASPHALT PARKING
LOW POINT BETWEEN DRIVEWAYS AREA TO BE REMOVED
TO CONC. SIDEWALK
0
a
�
o
m i
i
---
p
II
^
N
LL
PROP.
C/L PROFILE +
^
m f a
II
�.... _..... ....... ---....... -... -...
X. C/L PROFILE II
----....._._.._........._............_._......... ---- ---
^
-�----...._..__.—._- _.._
i
i
13+50
14+00
14+50
15+00
15+50
16+00
16+50
760
759
758
757
756
755
754
17+00 17+50 18+00
BENCH MARKS - USGS NAVD 88 DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
ASPHALT PAVING
BRADLEY STREET
STA. 13+50 TO STA. 18+00
NO.
STATION
DESCRIPTION
ELEV.
DESIGN DATE
APRIL 2022
ISSUED FOR CONSTRUCTION
02/17/2023
DESIGN ENGINEER
_
3
IFC-SIDEWALK AND APRON
2/1712023
JD
DESIGN ENGINEER
JAKE DEDERING
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-09 SHEET 8 OF 17
757
756
755
754
753
752
I
t ! ! 46
SAW CUT REQ'D (TYP.) RE -GRADE DITCH TO DRAIN B RAD L EY ST ■
AS SHOWN. PAID AS TURF+80.85 ` I 0 ~
RESTORATION BID ITEM #1370 _I 40 R ,!� /j-----}
__- PROP5" MT ASP. PAV'T (TYP.) W/ 10". ! I
i C.A.B.C. RE ; I I I i ■
_ 1 WALDEN PAPER
SERVICES
457.38i ?,•.; 167 28TH A
ASP
PROP. E.O.P.
GRADE (TYP.)
— — — SAW CUT ALON CONSTRUCTION JOINT
764.50 �Sy REQ'D (TYP.
\ HP \ FOR
18+ao 33 w +St.00 \'
9 00 00 a w 21 00 LP 75459 ! 'i 21' 82
756.D7 755.82 755.58 755.33 75 8 T 754.83 754.68 _ 7 •6 5 54 a! !!
\\ EC ASP a5F'. •i I i
\ ® ... PA�. \ 754 ; i ■
'55.71 755.46 755.22 754.97 _ 754.72 _ •<7 754.32 ADJUST MANHOLE '!
f
lh
ASP
PROPC/L GRADE 200.0' ------
(TYP.)* \`
APPROX. 1
PROP. 1 FT WIDE MATCH EXISTING i, }
_ -•� \ RESTORATION LIMITS I CONDITIONS
I I !—EX. PPRROPERTY (TYP.) GRAVEL SHOULDER (5" OUTSIDE OF GRAVEL
i IRON (TYP.) OF 3/4" C.A. B.C.) REQ'D. \ (TYP.) SHOULDER (TYP.)
)
+ +90.87 _
-
SILVER CREEK SPECIALITY MEATS i
153 W 28TH AVE
it
EX. C/L
i
533%
i
757
756
755
754
753
752
18+00
18+50 19+00 19+50
20+00 20+50 21+00
21+50 21+82
BENCH MARKS - USGS NAVD 88 DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
ASPHALT PAVING
BRADLEY STREET
STA 18+00 TO W. 28TH AVENUE
NO.
STATION
DESCRIPTION
ELEV.
DESIGN DATE
APRIL 2022
ISSUED FOR CONSTRUCTION
02/17/2023
DESIGN ENGINEER
3
IFC-GRADEADJUSTMENTS
W17/2023
JD
DESIGN ENGINEER
JAKE DEDERING
I
CITY OF OSHKOSH, WISCONSIN
JAMES RABE, DIRECTOR OF PUBLIC WORKS
SCALE IN FEET: 0 20 40
CITY CONTRACT 23-09
SHEET 9 OF 17
11
/
j`
�I II
/
I�TC K TYP /
ABANDON WATER MAIN
AND VALVE
:
i.
BRADLEY STREET
co6 / �P o ASAN. WATER SERVICE
U
DITCH CHECK(TYP)
E j •,
f
% X--X X X -X
_ _
W W _ W_ W W _ �y �ABAN. � —
W (A AN1
__ _
e AEI
� BM &t
7s5.12 i ! - -- - — - - — - -........ . _... - ---- - — - - — - _ .....- - _... ... _..----- 14-00 3+00 - — _..-_ - ....__— 4+00---------_....-------- ........._____. _._5+......._ _._._...__.__--------
PROP.
TIE INTO EXISTING ' ` _ '
WATER MAIN I ! '' ! I — _ Q V-11 --
i _ T• o. .
N ,•t- TP 1 8" WM RELAY = ' —__ V 10 __ __ _ _ __.____........_..— _....__—__ ___ PROP. 8" WM RELAY— — .......... _..... .... — .......
_._
C .. — — — — — _ — _ _ _
I i CO-9 —�'- � -.. — _... -- 3—_ —...off 04 .... -_
y i
.......-03-.......3--0�--."___._.._ _ .....
04 -
- - -
• r 1 -� A BURIED
;BURIED
<(j��W
OPTIC OPTIC
1\\,
PROP. (E) DITCH
CAS DITCH CHECK (TYP) 762.12
LINE / !` I._. I.
DITCH CHECK (TYP)
I � � zl•
i
I:
0+420+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
765
764
763
762
761
760
759
758
757
756
755
754
753
752
751
750
749
748
747
EXCL PROP. CL
i .
!,•.PROP.8" WM RELAY.?' �T_;: ;
777
APPROX.
ROCK LINE
WATER MAIN FITTING
STA. 8" W.M. EL. (TOP)
SCHEDULE
765
0+52.2(TAPPING VALVE B SLEEVE) 756.53
TP•1 = 12'XB" TAPPING VALVE AND SLEEVE 0+52.2, 10.0' RT
2+99,9 (TEE) 755.89
V•11 = B. VALVE STA =3+04.0, 10.0' RT
3+04.0 (VALVE) 755.88
764
T•7 = 8"X6" TEE STA =2+99,9, 10.0' RT
V-10 = 6" VALVE STA=3+00.0, 13.5' RT
763
H-4 = HYDRANT STA=3+00.1, 27.0' RT
762
761
MAIN CONNECTIONS
PIPE SEGMENTS
760
CO-8 a CONN. PROP. 12" STO TO EX. MH 14-767 @761.5t
P-35 = 76.0 L.F. 12" STO. @ 0.91%
CO-9 = CONN, PROP. 12" STO TO EX. MH 14-2061 @ 762.2t
759
758
757
756
755
754
753
752
751
750
749
748
747
0+420+50
1+00 1+50 2+00
2+50 3+00 3+50 4+00
BENCH MARKS - USGS NAVD 88 DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
WATER MAIN RELAY
N0. STATION DESCRIPTION
ELEV.
765.12
— -'" "411212022-""—
DESIGNDATE
--
ISSUED FOR CONSTRUCTION
02/17/2023
JS
BRADLEY STREET
1
0+q9
PK NAIL IN P.P. BRADLEY & WAUKAU
DESIGN ENGINEER
DESIGN ENGINEER
JOESPH STANDIFORD
FROM W. WAUKAU AVE. TO STA. 4+00
CITY OF OSHKOSH, WISCONSIN
JAMES RABE, DIRECTOR OF PUBLIC WORKS
o zo ao
SCALE IN FEET: CITY CONTRACT 23-09
SHEET 10 OF 17
BRADLEY
STREET
ASAN. WATER SERVICE
DITCH CHECK (TYP)
PROP. (W) DITCH FIL
Ar
CO-6 CO-5
r621111
BURIED
ol�
c
DITCH CHECK PROP. (E
759.51'
DITCH CHECK (TYP)
759
758
758
WATER MAIN FITTING
755
P. 811
754
754
753
--------------------
752
752
ROCKLINE
ROCK L
750
750
748
748
747
BENCH MARKS - USGS NAVD 88 DATUM
LAN DESIGN INFORMATION
PLAN
REVISIONS
DESCRIPTION
DATE
BY
WATER MAIN RELAY
J40.
STATION
DESCRIPTION
ELEV.
DESIGN DATE
4/12/2022
ISSUED FOR CONSTRUCTION
02/17/2023
J
��j
FROM STA. 4+00 TO STA. 9+00
DESIGN ENGINEER
JOESPH STANDIFORD
CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-09
SHEET 11 OF 17
7
D
1
V
A
Y
Z
D
:J
V
v
D
V
N
N
U
O
L
c
O
j
V
Z)
v
/
C
c
L
O)
0)
c
rn
c
/
BRADLEY STREET
wi
W
LOCATION OF WATER SERVICE I
IS UNKNOWN
in
o
PROP. (W) DITCH F/L 757.68'
I
TO
N CONT�DTRECONN OTATE
W
EX. 12" SANITARY CI
ENCASED IN CONCRETE
191
+ EX. WATER SERVICE (
1 aD'. +
n
.t
v
BURIED
B!a u3
PROP. (W) DITCH FIL I
O
/ �� O 1\
U of
1544.97'
N
FIBER
762.25
(757.46'
n
(—
756.66' ITCH CHECK (TYP)
—x —x x x —x —x
n
—x —x —x —x
759.20'
OPTIC
_ x —x z--x
x
x X —X
x -F
x x x —X —z TCk-CHEEIL¢YE.k.._____
, ._�( �_ --- / •n7
P-47
,. 19_ (ABAN.) _ xc_ —
— — —T
_
W _.
— ._--- W 3: W
�— — — — —--
W (Aenn.) W
— J— — — — — — — — —
— �—
— — i '°. ' INV EL.=751.65 _ -
-._.. ....................—.....
SAN LAT
�
80' OASING
u`
rAWN
I
I
PIPE
! 105.34.F0.012"ST0.@0.20% N2
00__----.---.----.9+00__.
10--00
1100
12 00
-;_,_
:..�..
P-42 CO-5
,l.
.—.__—_._.... - I _ .. .. - . _ _ —._
I
.___ _ _...
coa -
N_3 150.9 L.F. 8" SAN. 0.40
V-13
7-6 7_1 1
ABAN. SAN LAT
_ _ --'
PROP. 8" WM RELAY V-y
V-7 1
i
PROP. 8" WM RELAY
V•14 B•5 PROP. 8" WM RELAY I &8 V-15
_..__
____---- -_-__-_
_
Od
OUE �Q' 1
p
H•t 03
_ __
- - 756.60'-•
�
_ P-3-4Od — - 80' OF 1 B" STEEL
5
I1 CASING PIPE
—__
761.25 I
LINE
59.28'
0.0'
—`..
C
181.3.' �—--p._.........GAS ...... _
6•
2948
DITCH CHECK (TYP)
2920
FIBER
DITCH CHECK
PURPOSED BOXx—x—x
F/L
o'
OPTIC
CULVERTv
\
F/L
UCH
u
'
BURIED
CPS FIBER
OPTIC
LINE
;
9+00
9+50
10+00 10+50
11+00
11+50
12+00
12
50
" W.M. L. (TOP)
)PROP.(E)DITCHFlL WATER MAIN FITTING TA. 8
_ _'—-.
PROP.CL
_.._.
...
..._..
761
SCHEDULE
9+99.7 (VALVE) 753.27761
:
__-----
V13
EXCL
V-2
PROP.
(W) DITCH FIL PROP (W)
DITCH F!L
•X6"TEE STA=10+02.3, 10.0'RT —10+02.3 (TEE) 753.26
—10+05.0
760
760
V•9 = 6' VALVE STA =10+02.3, 12.9' RT(VALVE) 753.23
P-32
75928'
_
i
L..... .;�_T•1
= 8"x6"TEE STA=10+24.6, 10.0'RT
759
-.......—.........._....�...._.---.--..
0.96%
._.
....... .. - ---
72E71
. .....
---- ------ -—........._......_.__.—__....__.
— — - _- _-
759
V-1 = 6" VALVE STA=10+24.7. 13.6' RT
H•1 = HYDRANT STA=10+24.9, 27.0' RT
"---►
P-33
V-13 = 8" VALVE STA =9+99,7, 10.0' RT
----
—
-----758
758.48'
.57% -"'
---
---
757.46'
758.08' ----► 757.
8'--•
..0.55%
757
..............................__...._...._........_..._.-
_
_...__._._._--}-__—.....__._....._._—_._._..-....._........._..........—.
___..-......__.--._.....____._..._..._
_ _-- -,-_ _ ....
757
MAIN CONNECTIONS PIPE SEGMENTS
.—_......_____....._...-_.._.-C3......_
—�
CO-5 = CONN. PROP. 12' SAN TO EX. 12" SAN @T46.8t P-32 = 41.6 L.F. 15' STO. @ 0.56%
756
756
CO-8 = CONN. PROP. 72' SAN TO EX. 12'SAN @746.8t P-33 = 37.1 L.F. 15" STO. @ 0.58%
—
- -
------ --- -
--
` ..
CO-10 = CONN. PROP. 6" WM TO EX. 6" WM P-42 = 7.0 L.F. 12" SAN. @ 0.03%
755
755
P-45 = PROP 6" WM RELAY
j
I
P-47 = 40.5 L.F. 12" STO. @ 0.99%
754
754
' ' PROP. 8"
_ _
WM RELAY r.: •
753
.-
; ; .' :.;
—... ---..__._.... .......
753
752
•, PROP, 8" WM
752
APPROx.
751
-_._._—__....--
ROCK LINEELAY'.
....__.. _—
—_.... ._....
..._..____._..._
..__._ ._
.—..._... -.. ._..___.
__._— _ _ .
R •.;.•:•;.•.•
...—
751
750
750
i
APP ZOX.
749
—__—_-
--------- ---
._—......_..�__.—_..-_._...._.......
.. _SANIT_._
_Y_SPOTREPAIR ._—__......_..._.___.
_ ROC
LINE
_..__.--...._._....__............_.._........
__ ____.
49
748
----
748
0
}747
.....—..........—
.......................
. .. -._ ..........................
P-42
-----...._—...
_... ..... .
i
746
745
746
745
---
-
744
--
-
--
--
---
744
743
743
9+50
10+00 10+50
11+00
11+50
12+00
12+50
9+00
BENCH MARKS - USGS NAVD 88 DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
WATER MAIN RELAY
NO.
STATION
DESCRIPTION
ELEV.
DATE
4/12/2022
ISSUED FOR CONSTRUCTION
02/17/2023
JS
DESIGN
3
11+15
HYDRANT ARROW ACROSS FROM
2920BRADLEY
ST
762.25
DESIGN
BRADLEY STREET
ENGINEER
1
3
IFC-ADDED PA7-CULVERT PIPE
2/17/2023
JS
DESIGN
FROM STA. 9+00 TO STA. 12+50
ENGINEER
JOESPH STANDIFORD
CITY OF OSHKOSH, WISCONSIN
JAMES RABE, DIRECTOR OF PUBLIC WORKS
SCALE IN FEET:
o zo 4o
CITY CONTRACT 23-09 SHEET 12 OF 17
LLJ
cn
n
LLJ
EX. 12" SANITARY CI _j
ENCASED IN CONCRETE
0
0
756.66' A 0 ITCH CHECK (TYP)
(3
W OF IV STEEL -
CASING PIPE
_NV
CO-4
N-3
ABAN.SAN LAT
CB -
PROP. 6" WM RELAY
-14
756.60--�...
. . . . . . . . . .
;11C
RO f
CHECK (TYP)
4 �\-756.09'
292.
om
+
00
12,50
758
757
756
755
754
753
752
751
750
749
748
747
746
745
744
743
742
13+00
'I�EINVEL.=751.65_ A
105.3 L.F. 12" STO. 0.20%
- 14100 -E Oil,
150.9 L.F. 8" SAN 00.40%
PROP. 8:' WM RE B-8
O'OF 18"STEEL
83'
J CASING PIPE
DITCH CHECK (TYP)
PURPOSED BOX
CULVERT
13+50
14+00
BRADLEY STREET
uT -
+
0
I- T
d
+
vi BM #4
11131
DITCH CHECK
Ii
............
W- (ABAN.) IV
wl
N-5
I-- T
- -
- N-7
i . . . ......
...... . ..... 3 7�w:w-",
237.7 L.F. 12- STO. 0 0.20%
-
-------- - - P-40
N.9
15+00 180
00
17 y
i"26ioL.F. 8" SAN.@
0.40% -N
P-41
T-4
8" WM RELAY
PROP. 8" WM RELAY
N-8
556,3
F2840
o
. . . . . ..........
........ . ........ .
14+50 STORM MH (4! DIA) N-6i+00
15+50 16+00 16+50 17+00
PROP,
N-3
DITCH FIL
F RIM=756.69
i 12-(S)=751.86
___1-12-(NW)=753.23
12'(N)=751.86
STORM MH (4' Dh
STA. 16+99.64, 7
RIM=755.84
756.66'
- - - ----__--_-_
DEPTH=4.08'
. . . . .. . . . . ...........
EX. CL PROP. CL
.......... -
z
- - -------
3 2:(VV)=752 34
12 (E)=752.34
... ---
V-15 N-2
12-(S)=752.34
---
P-34 755.8T
( W-5)
I -
DEPTH=2.75"
756.60'
STORM INLET
(TYPE 1) N-5
_STA. 14+69.10, 18.0'LT
SANITARY
MH N-3
RIM=756.35
I2"(SE)=753.35
! --------
PROP. (E DITCH F/L
STA, 12-99.06,
RIM-758.14•
1.0'RT
--
D PTH=4.50'
756.09'1
8'(M=746.65
12'(S)=746.69
DEPTH=10.73'
-- ------------
7r2 37.7 L.F. 12" STO. @ 0.
105.3 `12" STI D. 0.20 %/.7,
z z z
/
..........
..... . ... . ....
..
. .. . . ............
INV EL. 751.65
4 . . ... .... .. . ................ .. ... . ....
70k6p.7
. . . .........
PURPOSED BOX CUL11RT
. . . . . .................. ..
B-5 BOTTOM OF B-6
.
. . ... . ................ . ..................PRVMtl
CONCRETESLAE .7.
PR_i
-
APPROX.
"WIVII
'.'.,.
ROCKLINE
T-4
RELAY'.*'.*-....-
. . . . .........,. .,.,•.,....,
BOTTOM OF BREAKER RUN
FOR BOX CULVERT
ELEV - 746.87'
. . ........
. . . .... . .......
.......
150. S N. CASING PIPE INFO. @ 0. 0%
80'OF 18" STEEL SANITARY MH N-2
CASING.PIPE..______ STk=13,9123 -50.00, 0.0'T
WEL,7.AT STA. 14
49A A I
c 8" 'I'l. @ 01.40%
1
IL RIM=756.92
M3)
8"WMREIL B-8 8-(N)=746.05
CASWG tPEM -8'(S)=746.05
Fo-ASIM PIPE 01- 1— 32 DEPTH=10.12'
L_j,.TA=.1=�'.1�:-. T...
APPROX.
STEEL
CASING PIPE
liw ------ 0 ---- 1--p-
ui
44:::--:
STA. 8 W.M. EL. (TOP)
WATER MAIN FITTING
758
SCHEDULE
13-00.7 (VALVE) 750.65
13+07.5 (BEND) 750.58
E-6 = 8"45' VERTICAL BEND STA.=14+01.5, 10.0'RT
13+13.5 (BEND) 744.67
757
B-3 = 8"45* VERTICAL BEND STA.=13-13.5, 10.0'RT
13+96.5 (BEND) 744.67
B-5 = 8" 45' VERTICAL BEND STA.=13+07.5, 10.0'RT
14+01.5 (BEND) 749.80
B-8 = 8" 45' VERTICAL BEND STA.=13+96.5, 10.0'RT
14+05.7 (VALVE) 749.79
756
aD
V-12 = 8" VALVE STA.=15+44.1, 10,0'RT
16+44.1 (VALVE) 749.16
T-4 = 8"WTEE STA.=15+46.3, 10.0'RT
15+46.3 (TEE) 749.16
755
V-S = 6"VALVE STA.=15+46.3,13.6'RT
15+48.4 (VALVE) 749.15
H-3 = HYDRANT STA.=15+46.4,27.D'RT
1754
V-14 = 8 VALVE STA.=13+00.7 9.9' RT
V-15 = 8 VALVE STA.=14+05.7 10.0'RT
PIPE SEGMENTS
V-16 = 8" VALVE STA.=15+48.4, 10.0'RT
P-34 = 30.4 L.F. 12" STO. @ 0.86%
7 3
P-36 = 11.1 L.F. 12. STO. @ 1.00%
2"STO. @ 1 .00%
P-40= 10.3 L.F. 12" STO.
MAIN CONNECTIONS
P-41 = 25.7 L.F. 12"STO. @ 1.00%
CO-4 = CONN. PROP. 12'SAN TO EX. 12"SAN @ 746.7±
751
A3
750
749 STORM INLET (TYPE 1) N-7
STA. 16+99.49, 18.0'LT
RIM=765.31
12-(E)=752.44
748 SUMP=1.50'
DEPTH=4.37'
747 STORM INLET (TYPE 1) N-8
mc 'TA. 17+00.12, 18.0' RT
746 RIM=755.31
12'("=752.59
SUMP=1.50'
745 DEPTH=4.22'
744
743
742
457.381
12+50 13,00 13+50
14+00 14+50 15+00
15+50
16+00 16+50 17+00
BENCH MARKS - USGS NAVID 88 DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
WATER MAIN RELAY
STATION
DESCRIPTION
ELEV.
1
DESIGN DATE
4/12/2022
1
ISSUED FOR CONSTRUCTION
02/17/2023
is
BRADLEY STREET
4
15+70
HYDRANT ARROW 2875 BRADLEY ST
@
1 759.36
DESIGN ENGINEER
1
3
IFC -ADDED N-7,N-8, N-9 AND 238 LF OF 12" STORM MAIN
2117/2023
JS
DESIGN ENGINEER
JOESPH STANDIFORD
FROM STA. 12+50 TO STA. 17+00
CITY OF OSHKOSH, WISCONSIN
JAMES RABE, DIRECTOR OF PUBLIC WORKS
SCALE IN FEET:
0 20 40 CITY CONTRACT 23-09
SHEET 13 OF 17
A 11 N' O
�
BRADLEY STREET z� '
o. t
t
/
+
t o ti I Uv PROP. (W) DITCH F/L ti
w BURIED vi vi 1 BM $5 ,V
/ 457.38' BURIE ' �,�)' 757.30 l N
i oanc ���iii�j�V`V`V`����'�����(i t 754.90' 754.29'
03 Oj
r t OJ N E / t.\ t
t10
0�Ul
0�' W PAO B-7B•2 V"N i 18 00 19 00 20 00 � 21 00 _ ., �„-� i 82
331.2 L.F. 8" SAN. 0 0.40% - °r -.....
co-1 -
T-5 8"4 R 1 'i
PROP. 8" WM RELAY V-8 _: I PROP. S" WM RELAY
N-g —._.._ ' _ ._ .. -._. __......._—._.._.— REMOVE
PIPE
1
(DENTAL y I1I1
f
� - ` "• — — — — — L1
DI iGHtCK (TYPj-� . _ t
956.3� I m I 200.0'
z I 0' 1 N
j 2840
O µ m BURIED ® I
�\ o I PHONE
o _
V
rn N \ l
0
o
BURIED
ELECTRIC
`l FIJn
17+00 17+50 18+00 18+50
756
755
754
753
752
751
750
749
748
747
746
745
744
743
742
741
19+00 19+50 20+00 20+50 21+00 21+50 21+82
PROP. (W) DITCH FIL PROP. CL
...........__.._—_.__........_. ._...... N-' _ .—_ ....__.__........ -- - ---.—__— .................... .
- iC_LL
ROCK LINE
8'(S)=744.74
STA. 8" W.M. EL. (TOP)
18+77.0 (TEE) 747.83
756
20+79.7 (BEND) 747.02
20+82.1 (BEND) 747.02
755
20+89.1 (BEND) 743.95
20+90.6 (VALVE) 743.95
20+91.6 (BEND) 743.95
754
PIPE SEGMENTS
753
P-31 = 47.0 L.F. 12" STO. @ 0.41%
P•46 a PROP 6" WM RELAY
752
WATER MAIN FITTING
751
SCHEDULE
T-5 = 8"XB" TEE STA.=18+77.0, 10.0' RT
750
V-8 = 6" VALVE STA =18+77.0, 13.0' RT
B•1 = 8" 45° BEND STA=20+79.7, 10.0' RT
749
B•4 = 8" 45° VERTICAL BEND STA=20+82.1, 6.0' RT
B-2 = 8" 45° VERTICAL BEND STA=20+89.1, 4.7' LT
V-7 = 8" VALVE STA =20+90.6, 7.0' LT
748
B-7 = 8" 45 ° BEND STA=20+91.6, 8.7' LT
747
MAIN CONNECTIONS
746
CO-1 = CONN. PROP. 8" SAN TO EX. 8' SAN @743.42'
CO-2 = CONN, PROP. 8" WM TO EX. 8" WM
745
CO-3 = CONN. PROP, 12" STO. TO EX. STO MH 14-2038 @ 751.87't
CO.11 a CONN. PROP. 6" WM TO EX. 6" WM
744
743
742
741
17+00 17+50 18+00
18+50 19+00 19+50
20+00 20+50 21+00
21+50 21+82
BENCH MARKS -USGS NAVD 88 DATUM
PLAN DESIGN INFORMATION
PLAN REVISIONS
DESCRIPTION
DATE
BY
WATER MAIN RELAY
N0.
STATION
DESCRIPTION
& 28TH
ELEV.
757.30
DESIGN DATE
4/12/2022
ISSUED FOR CONSTRUCTION
02/17/2023
JS
BRADLEY STREET
5
20+94
HYDRANT TAGBOLT BRADLEY
DESIGN ENGINEER
3
IFC -CHANGED N-4 TO TYPE I INLETWI 18" SUMP
2/17/2023
JS
DESIGN ENGINEER
I JOESPH STANDIFORD
STA. 17+00 TO W. 28TH AVE.
CITY OF OSHKOSH, WISCONSIN
JA IES RABE, DIRECTOR OF PUBLIC WORKS
SCALE IN FEET: 0 20 40
CITY CONTRACT 23-09
SHEET 14 OF 17
N
O
N
N
M
N
O
N
N
n
N
O
N
N
0
WATER MAIN
BOX CULVERT
ALIGNMENT -
12" DIA. REINF. CONC. PIPE THRU SOUTH
WALL OF BOX. CAST INTO WALL.
APPROX. EL. 751.65. COORDINATE
€ R/W
LOCATION WITH UTILITY DRAWINGS
EDGE OF BOX
STA. 0+65.08 t _
EXISTING R/W
o+
BOUNDARY
CORNER OF BOX— EDGE OF BOX
STA. 0+49.58
STA.0+62.39
33.25' LT
5.74' LT —
REMOVE EX.
34'-6"
FENCE END FENCE CHAIN
OF WINGG 2
LINK 9-FT
33'-3"
LIMITS OF
,
EASEMENT M
b
�.
-3
COBBLESTONE
i
SALVAGED FROM ' \
EXISTING STREAM
OR NEW WING 2
GROUTED HEAVY RIPRAP
(WING 2 ONLY) OVER
GEOTEXTILE FABRIC TYPE 'HR"
EDGE OF APRON.
CUTOFF WALL BELOW
R0- CORNER OF BOX
M ` ',
+o -
��P�Z
K STA. 0+19.42 ; i
UPS I
i 9
GP� GFLE� 33.25' LT
s
i N r
r WINFDoG
FENCE CHAIN LINK 6-FT ��> I
4
NGLL
4-IN ON VERTICAL FACE i
NP')
PARAPET'A'
®
i
I
/ J OVERHEAD
UTILITY POLE 0 _
PLACE RIPRAP TO
BEGIN ALIGNMENT O
N = 91
DIRECT EX. DITCH TO 20'-0"
}} ,
E = 79292,783..38
STREAM AWAY FROM
WINGWALL i
REMOVE EX. FENCE OVER
I
BOX TO END OF WING 1
SOUTHERN BOUNDARY
OF EASEMENT OUTSIDE
EXISTING UNDERGROUND
PLAN EXTENTS
UTILITIES
—END ALIGNMENT !
N = 461,228.90 1
E = 792,784.88 JJ
t
V3" !
J
EXISTINJOi3oU BLE
STEEC (PIPE CULVERT
.7(t BE REMOVED
�cf> t-_ _ -_ HEAVY RIPRAP OVER
GEOTEXTILE FABRIC
----- n,, ' TYPE'HR' (TYP.)
TER'6F BO
3TA.0+50
(LBOR Ic
"CULVERT
I !.
CONSTRUCTION
JOINT IN WALLS
AND SLABS
10'-0„
\ 25° SKEW >'
EDGE OF 136X
STA 0
LENC'�N 5.78' R+T 7.61
l � EXISTING RP
1 BOUNDARY
EDGE OF BOX
. �TA.0+34.92
f- SANITARY MAI
W
J
m
PLAN.
(TRIPLE CELL REINFORCED
CONCRETE BOX CULVERT)
i2
iM
i
i•
S
CORNER OF BOX
STA. 0+80.58
33.25' RT
COBBLESTONE SALVAGED
FROM EXISTING STREAM
OR NEW
TUBULAR RAILING
TYPE W ON
VERTICAL FACE
PARAPET'A'
CORNER OF BOX
4 ( STA.0+50.43
( 33.26 RT
rAREA OF
Y DISTURBANCE: 6,247 SF
j (0.14ACRES)
NAME PLATE LOCATION.
SEE SHEET S-8
EXISTING
UNDERGROUND
UTILITIES
FENCE NOT SHOWN VERTICAL FACE
PARAPET'A'. FENCE € R/W
/- WING 2 NOT SHOWN. SE SHEET S-2 FOR SECTION HW100 EL. 754.70
SIDEWALK PAVING _[THERU ROADWAY ON CULVERT
NOTCH (TYP.)
INLET HEADER EL 755.50 qI II TOP SLAB EL. 754.95
EL. VARIES----1..----------I------y---- —- - - - - - - -------t-
3/4" V-GROOVE
INLET. TOP OF BASE
SLAB EL. 749.50
BEVEL EDGE OF
INLET CURB PRESENT IN
VERTICAL
APRON 2"
OUTSIDE CELLS ONLY. NO 4
CONSTRUCTION
CONSTRUCTION
WING 2
CURB IN CENTER CELL. SEE
JOINT
JOINT
APRON
INLET CURB DETAIL.
io
EL.746.50
OPTIONAL
BOTTOM SLAB
CONSTRUCTION
UNDERCUT 1'-0". EXCAVATION FOR
JOINT
UNDERCUT TO BE INCLUDED IN EL
IN LIEU OF CONSTRUCTION JOINTS
EXCAVATION FOR STRUCTURES.
CUT OFF
IN THE BOTTOM SLAB, THE
PLACE GE TYPE C, AND
WALL
CONTRACTOR MAY PROVIDE 2"
BACKFILL WITH WITH BREAKER RUN.
DEEP SAW CUT WITHIN 12 HOURS
AFTER POURING
INLET
SECTOR!
C 1
LIVE LOAD:
S-1 GENERAL PLAN AND NOTES DESIGN LOADING------------------------HL-93
S-2 CROSS SECTION, QUANTITIES AND DETAILS INVENTORY RATING FACTOR 1.05
_______________
SBOX DETAILS -1
3 OPERATING RATING FACTOR 1.36
_______________
S-3 BOX DETAILS -2
A WISCONSIN STANDARD PERMIT
SBOX DETAILS -3 VEHICLE(WIS-SPV}._______________________ 220 KIPS
S-5 WINGWALL DETAILS -1
S-7 WINGWALL DETAILS - 2 EARTH LOAD:
S-8 VERTICAL FACE PARAPET'A' DESIGNED FOR FILL HEIGHT RANGE
S-9 TUBULAR RAILING TYPE W (ALUM.) OF 1.0 TO 3.0 FEET.
S-10 TUBULAR RAILING TYPE'H' (STEEL)
S-11 FENCING DETAILS MATERIAL PROPERTIES: ui
CONCRETE MASONRY CULVERTS ----------- fc = 4,000 PSI
E f-EN D HIGH STRENGTH BAR STEEL °
18" MIN. WIDTH RUBBERIZED MEMBRANE REINFORCEMENT ------------------------ fy = 60 K.S.I.
WATERPROOFING UP WALLS AND ACROSS 'HYDRAULIC DATA
A
TOP SLAB. 100 YEAR FREQUENCY
DENOTES WING NUMBER. Q700--------------------------------------- 650 C.F.S. VELOCITY ---------------------------------- 7.42 F.P.S.
HW100 -------------------------------------- EL.754.70
DRAINAGE AREA _____________________________ 1958ACRES[ 3.06 SQ. MI.
ROADWAY OVERTOPPING FREQUENCY __________ N/A c
STRUIICTURE )IES1GN1 CONTACT 10 YEAR FREQUENCY ='
KEITH BEHREND Q10--------------------------------------- 346 C.F.S.
(608) 251-4843 2 YEAR FREQUENCY
Qz----------------------------------------- 230 C.F.S.
VELOCITY ---------------------------------- 3.71 F.P.S.
iyl...11•\!Jr1TION DAiA h€.:..UER�:�...�1iE� HW2 --------------------------------------- EL. 753.05
FOUNDATIONS HAVE BEEN ALL STATIONS AND OFFSETS ARE BASED ON BOX CULVERT ALIGNMENT.
DESIGNED FOR A FACTORED
BEARING RESISTANCE OF 2,200 DRAWINGS SHALL NOT BE SCALED. °z
PSF.
BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2" CLEAR UNLESS OTHERWISE SHOWN OR NOTED.
T n A,FY C DATA THE FIRST OR FIRST TWO DIGITS OF THE BAR MARK SIGNIFIES THE BAR SIZE.
DESIGN SPEED = 25 M.P.H. ALL STATIONS AND ELEVATIONS ARE IN FEET.
WITHIN THE LENGTH OF CULVERT ALL SPACES EXCAVATED AND NOT OCCUPIED BY THE NEW STRUCTURE SHALL BE
BACKFILLED WITH BACKFILL STRUCTURE TYPE A.
BEVEL EXPOSED EDGES OF CONCRETE 3/4" UNLESS OTHERWISE SHOWN OR NOTED.
THE CONCRETE IN THE CUT OFF WALLS MAY BE PLACED UNDERWATER IF THE EXCAVATION CANNOT BE DEWATERED.
THE ALTERNATE CUT OFF WALL MAY BE USED IN LIEU OF THE CONCRETE CUT OFF WALLS. PAYMENT SHALL BE BASED
ON CONCRETE CUT OFF WALLS.
PLACE AN 18" (MIN.) WIDE SHEET OF "RUBBERIZED MEMBRANE WATERPROOFING" ACROSS TOP SLAB OVER ALL
CONSTRUCTION JOINTS AND EXTEND DOWN TO BOTTOM OF OUTSIDE WALLS.
THE UPPER LIMITS OF "EXCAVATION FOR STRUCTURES CULVERTS B-70-928" SHALL BE THE EXISTING GROUNDLINE.
SEE SPECIFICATIONS FOR A COPY OF THE GEOTECHNICAL REPORT.
UNDERCUT 1'-0" AS SHOWN ON DRAWINGS. EXCAVATION FOR UNDERCUT BELOW BOX CULVERTAND C.I.P. CONCRETE
RETAINING WALLS TO BE INCLUDED IN EXCAVATION FOR STRUCTURES. PLACE "GEOTEXTILE FABRIC TYPE C" AND
BACKFILL WITH "BREAKER RUN".
SEE UTILITY DRAWINGS FOR
ALL UTILITY NOTES AND DESIGN
IN LIEU OF USING BREAKER RUN FOR THE BOX CONSTRUCTION PLATFORM, THE CONTRACTOR MAY ELECT TO
SUBSTITUTE #1 OR #2 CONCRETE COARSE AGGREGATE, SELECT CRUSHED MATERIAL OR OTHER GRANULAR
MATERIAL AS APPROVED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR BASE STABILITY WITH ANY
SUBSTITUTED MATERIAL. THE ENGINEER MAY BE CONTACTED TO DETERMINE IF "OTHER GRANULAR MATERIAL" IS
ACCEPTABLE.
FILLER SHALL CONFORM TO THE REQUIREMENTS OF AASHTO DESIGNATION M153 TYPES I, 11, III OR AASHTO
VERTICAL FACE PARAPET'A'. TUBULAR DESIGNATION M213.
RAILING TYPE W NOT SHOWN.
LOCATE NEW NAME PLATE AS SHOWN ON THE PLANS.
- OUTLET HEADER CONCRETE FOR WINGWALLS IS INCLUDED IN THE CONCRETE QUANTITY FOR "CONCRETE MASONRY CULVERTS".
EL. VARIES EXCAVATION FOR C.I.P. RETAINING WALLS SHALL BE INCLUDED IN THE BID ITEM "EXCAVATION FOR STRUCTURES
_� 3/4" V-GROOVE CULVERT B-70-928".
WING WALL BEYOND
THE BACKFILL QUANTITIES ARE BASED ON THE PAY LIMITS SHOWN ON THE PLANS AND MAY NOT REFLECT ACTUAL
OUTLET. TOP OF BASE PLACED QUANTITIES. "BACKFILL STRUCTURE TYPE A" REQUIRED ON THE BOX CULVERT SIDES AND BEHIND THE
SLAB EL. 748.95 ENTIRE C.I.P. CONCRETE RETAINING WALL LENGTH. BACKFILL PLACED BEYOND PAY LIMITS OR EXCEEDING PLAN
QUANTITIES SHALL BE INCIDENTAL TO EXCAVATION FOR STRUCTURES.
BEVEL EDGE OF EXISTING
BOTTOM SLAB 2" STREAM13ED ALL DETAILS, MATERIALS, AND FABRICATION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR HIGHWAY AND
STRUCTURE CONSTRUCTION FOR THE STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION, CURRENT EDITION.
-----
---------- A NAME PLATE CONFORMING TO SECTION 506.2.4 OF THE STANDARD SPECIFICATIONS AND STANDARD DETAIL
DRAWING 12A3 OF THE WISCONSIN FACILITIES DEVELOPMENT MANUAL SHALL BE INSTALLED. NAME PLATE SHALL BE
�- WING WALL FOOTING BEYOND INCIDENTAL TO "CONCRETE MASONRY CULVERTS".
PIGMENTED SURFACE SEALER SHALL BE APPLIED TO THE INSIDE, TOP, AND END FACES OF CONCRETE PARAPETS.
- OPTIONAL
CONSTRUCTION JOINT TUBULAR RAILING TYPE W MAY BE ALUMINUM OR GALVANIZED STEEL AT CONTRACTOR'S OPTION. SEE SEPARATE
DETAIL SHEET S-9 AND S-10.
CUT OFF WALL BENCHMARK TABLE
OUTLET
BM NO.
DESCRIPTION
I LOCATION
ELEV.
BM #2
ARROW ON HYDRANT, W ROW @ 2875 BRADLEY
NA61,399.28
E:792,760.23
5936
ARROW ON HYDRANT, W ROW ACROSS FROM
]762
BM #3
2948 BRADLEY
NA60,943.83
E:792,758.01
.25
Y
w
y W
W� z
~U) z
Z H v
W = N 0)
NZ��O�
Q� H Y!7
o�ZD0 yz
r � a W L6 o
0.0 W.O t1
m J W z F Lp
M y M
w H z
Z >. z
W .3 3
IS
1382.078
MATTHEW YENTZ
4 1&1
STRAND
ASSOCIATES®
S-1
NOTE: BENCHMARKS ARE OUTSIDE OF PLAN EXTENTS.
u \
c..tr 22 COIN- ,-:C l il:. „<, i X i ;I-, RA.( A!,; eo 17
! � .. - �� d, 1 ,.� :� a,:z� �'�" t„ s i _^till , �_ �� �_ ,�i, 3 'L`?1;
27'-4"
8,-91 8'-0" 8'-0"
10" 10" 10"
4
~ems —_— - ---- — .{e—-------a. ---------- _—-..-.-------
CONST.
JT. (TYP.)
1.5
EXISTING STRUCTURE
TO BE REMOVED —
PLANNED SUBGRADE
`— BREAKER RUN
LIMITS OF UNDERCUT. ADDITIONAL UNDERCUT MAY
BE REQUIRED FOR UNCLASSIFIED EXCAVATION OF
UNSUITABLE FOUNDATION MATERIALS.
IY
PICA_ SECTION THRU BOX .
(LOOKING NORTH)
EXTEND BACKFILL STRUCTURE
TYPE A TO UNDERSIDE OF
ROAD/SIDEWALK SUBGRADE
®ELi-VARIES-------------- ;
754.95 TO 755.50 d r
- TOP OF BOX r
CULVERT PAY LIMITS
OF BACKFILL
REQ'D "r 1.5
(TYP.) r
—_ F' BACKFILL
- 4 STRUCTURE
TYPE A
GEOTEXTILE FABRIC TYPE C. LOCATE UNDER
BREAKER RUN, WRAP UP SIDES OF BREAKER RUN,
ACROSS TOP OF BREAKER RUN AND EXTEND V-0"
PAST OUTSIDE EDGE OF BOTTOM SLAB.
36-0" CLEAR
CHAIN LINK FENCE ON TUBULAR RAILING TYPE W ON
VERTICAL FACE Ti RIW VERTICAL FACE PARAPET'A'
PARAPET'A' NOT SHOWN NOT SHOWN
14'-5" 6.W12'-0"
1'-0''GRAVEL SHOULDER LANE I LANE SHOULDER 1'-0"GRAVEL II
12'-0" 6 -011'
CROSS SECTION THRU ROADWAY ON BOX CUI V* RT
(LOOKING NORTH, SEE ROADWAY PLANS FOR MORE DETAILS)
TOTAL......ESTfIM T D QUANTITIES
BID ITEMS
UNIT
TOTAL
REMOVING OLD STRUCTURE STA 00i50
IS
1
EXCAVATION FOR STRUCTURES CULVERTS B-70.928
LS
1
BACKFILL STRUCTURE TYPE A
TON
1016
BREAKER RUN
TON
204
PIGMENTED SURFACE SEALER
SY
41
ADHESIVE ANCHORS NO.4 BAR
EACH
10
CONCRETE MASONRY CULVERTS
CY
27S
BAR STEEL REINFORCEMENT HS STRUCTURES
LB
25650
BAR STEELREINFORCEMENT ITS COATED STRUCTURES
LB
6930
RAIUNG TUBULAR TYPE'H'
IF
53
RUBBERIZED MEMBRANE WATERPROOFING
SY
23
RIPRAP HEAVY
CY
47
GROUTED RIPRAP HEAVY-
CY
7
PIPE UNDERURAIN WRAPPED 6-INCH
IF
116
FENCE CHAIN LINK 6-FT 4-IN
IF
42
FENCE CHAIN LINK 9-FT
LF
19
GEOTEXTILE FABRICTYPE C
SY
424
GEOTEXTILE FABRICTYPE HIT
SY
88
UNCLASSIFIED EXCAVATION
CY
25
NON -BID ITEMS
FILLER SIZE 1/2"AND 3/4"
FINISHED GRADE 10'-9" _
EXTEND BACKFILL STRUCTURE TYPE 8'-8" V-4" 9"
A TO UNDERSIDE OF ROAD/SIDEWALK
SUBGRADE PARAPET/RAILING
NOT SHOWN
PIPE UNDERDRAIN WRAPPED 6-INCH. SLOPE��
0.5% MIN. TO SUITABLE DRAINAGE. ATTACH
SOLID CAP AT BURIED END AND RODENT I
SHIELD AT DAYLIGHTED END. SEE RODENT
SHIELD DETAIL THIS SHEET. I
BACKFILL
STRUCTURE TYPE A j ?5 2 Q
PAY LIMITS p FINISH GRADE
OF BACKFILL j Q Q /— VARIES
V-13„
REQ'D EL. VARIES
748.95 OR 750.22
z
BREAKER RUN W
In
LIMITS OF UNDERCUT. ADDITIONAL UNDERCUT MAY R BREAKER RUN W
BE REQUIRED FOR UNCLASSIFIED EXCAVATION OF
UNSUITABLE FOUNDATION MATERIALS. PLANNED SUBGRADE
GEOTEXTILE FABRIC TYPE C. LOCATE UNDER BREAKER
RUN, WRAP UP SIDES OF BREAKER RUN, ACROSS TOP
OF BREAKER AND EXTEND 1'-0" PAST BACK EDGE OF
FOOTING AND 6" PAST FRONT EDGE OF FOOTING
TYPICAL SECTION __HRU RETAINING WALL
NOTES:
* DIMENSIONS ARE APPROXIMATE. THE GRATE IS SIZED TO FIT INTO A PIPE COUPLING. ORIENT SO
SLOTS ARE VERTICAL.
THE RODENT SHIELD, PIPE COUPLING AND SCREWS SHALL BE CONSIDERED INCIDENTAL TO THE
BID ITEM "PIPE UNDERDRAIN WRAPPED 6-INCH".
THE RODENT SHIELD SHALL BE A PVC GRATE SIMILAR TO THIS DETAIL. THE GRATE IS
COMMERCIALLY AVAILABLE AS A FLOOR STRAINER. A PIPE COUPLING IS REQUIRED FOR THE
ATTACHMENT OF THIS SHIELD TO THE EXPOSED END OF THE PIPE UNDERDRAIN. THE SHIELD
SHALL BE FASTENED TO THE PIPE COUPLING WITH TWO OR MORE NO. 10 X 1-INCH STAINLESS
STEEL SHEET METAL SCREWS.
4'-0" MIN.
RIPRAPTOE DETAIL
BOX REINFORCEMENT BEVEL 2"
BOTTOM SLAB NOT SHOWN —�
SHEET PILING
(MIN. WEB THICKNESS 5/16")
PAYMENT BASED ON
CONCRETE CUT OFF WALL
LE
6" ill 6"
N
J_
a
W1
0 W
z V 2
aU)0 z
O
va 0
W s m s v►
co aF o3
T ~ n Z =
a j o o z
w00
co cy F t9 } O
W Z F t9
Z w U) m
VF) z
H } v 2
Wo �'
co
V) to
H
O
19
0
F-
W
J
F
O
JOB NO.
4
1382.078
PROJECT MGR.
MATTHEW YENTZ
f'
6: A=I
STRAND
ASSOCIATES®
0 N > F`
;(�, -1;. J7z' 1..,,, t , . _ .i.�JL'L ..; Ai)I tir_2 i7-;cr v
RODENT SI--HELD DETAIL
A _TE RNAT' CUTOFF WALL
E.&
2T-4" L C E N D
WING 3 27 SPA. @ 1'-0" MAX. = 26'-10", 6401 ■ SEE VERTICAL CONST. JOINT DETAIL ON SHEET 27'`4"
84 FOR ADDITIONAL BARS REQUIRED THROUGH
3" 18 SPA. @ V-6" MAX. = 26-10", B408 3" CONSTRUCTION JOINT. WING 3 3" 27 SPA. @ V-0" MAX. = 26-10", B514 3"
IN LIEU OF CONST. JOINT IN BOTTOM SLAB,
CONTRACTOR MAY PROVIDE 2" DEEP SAW CUT B528 @ V-0". PLACE
WITHIN 12 HOURS AFTER POURING. 8517 @ 1'-0" PERPENDICULAR TO HEADER,
SPACE PARALLEL TO BOX
BOX f
O.C. STILL REQUIRED. CULVERT ALIGNMENT
\ 2'-0" DIA. OPENING FOR MANHOLE. SEE DETAIL
o \ �- \ • SHEET S-5. FIELD CUT REINF. AS NECESSARY TO 9 s BOX i ui
u m \ ! MAINTAIN 2" CLEAR AROUND OPENINGS. m F
OUTLET HEADER c
q m \ CUTOFF WALL BELOW ° Of11 ABOVE
( c7 m
m
B401 n II B516
a
co (TYP.) I \ t EL m II (TYP.)
\ WING 4 _ _ WING 4
rn II
4 ) - (TYP ll
B509 G
(TYP. ( I s I ) I! I I I III
I la
B423 ' ill I I I III II
!
m 6422 I I
m I I B423
III I I!
R
6424 ° N B424
0
t I':
z= m I! m I; I I;�I B421
B422
zm 4 i i; zmz
¢ K 6408 i LI:¢ ¢ O' ¢ mZ F @ l (TYP.) I ' 6421 Z g z0 0 li B514
Z
c 4W I-
(TYP-)
�' = M li I I III I'
�w� M B518 I �WF
iI II I'
EL Z
0 0
B518 (TYP) EL hoo
>z6517.zo
;I I I I I III CONST.
p w VE I @ 1-0„ i p w I '\1�_9" I JOINT ■ �C
aim ONTONST■ _�� I� (TYP.)I (III v
I A
) I
'JI1 1
I`_
z m N I � NI� li Z m iV ,I :.-.�N1� I C 0
LL� ;i I �, ¢�z II I� III I\ II) , W
�: BOX CULVERT LL g _
BOX CULVERT =
ALIGNMENT ? O !I IiI I ALIGNMENT v% M d' p
I�
H��zo I II I I�o Z= N
B422 00 O Ow0 F
p r I B424 IS 3'-0„ :I Ii 013 M O 0
wa0
fN
0> z0 B421 I 4 12" DIA. REINF. CONC. PIPE THRU O w zz (I I I q 0~ Z F
I' ��O
o CO SOUTH WALL OF BOX. COORDINATE m> 0 I I! o rn Q W y t� Q
O LL B421 ! B423
z¢ 0 u m LOCATION WITH UTILITY DRAWINGS. 0-1 a III �'I ( u LO 0 W
PROVIDE ADDITIONAL REINF. PER z¢ I I m N 1 Z �W `� o I I 4 !0 z
o X o c m DETAIL ON SHEET S-5 o H o I m v�wv�
6408 a uoi III �. Il
i� (TYP.) I I �n m (TYP.) 2 0 a
IL
u 0:
II
m I II ( ID m
� I , II I'
i
�O
6527 @ 1-0". PLACE
PERPENDICULAR TO HEADER,
642_2 _1(_III
6..._4.._.2.P...._4
SPACE PARALLEL TO BOX
CULVERT ALIGNMENT
B725 B519_...(.
)...T
-_.._Y.._..P...._.,... )
(TYP.) (TYP.) B5116506
6326 (TYi (TP CONNECT C.LP. RETAINING WALL
FOOTING TO BASE SLAB OF BOX WING 2
WING 2 —
LVERT USING U509 @ V D.C.� V'B51PJm CUJOB NO.IB512CENTERED 0NJOINT. (TYP 1382.078TYom WINGS 1, 3,4) (TYP)
B507 PROJECT MGR.
I
39 (TYP.) m INLET m MATTHEW YENTZ
3p \ o HEADER
CONNECT C.I.P. APRON TO BASE q.
SLAB OF BOX CULVERT USING @9"c2 m ABOVE ( Q m
U509 @ 1'-0" O.C. CENTERED ON / 9 3+ 6 �� ( m a .
JOINT. 32B
�I o
BOTTOM HEADER. p ---- WING 1 41
SEE INLET CURB DETAIL WING 1 —
B505 (TYP.) 3" STRAND
3^ 27 SPA. @ 1'-0" MAX. = 26'-10", 6413 3" 1 18 SPA. @ V-6" MAX. = 26-10", B408 3� _
27' 4" ASSOCIATES
27'-0" �' SHEET
CUTOFF WALL
B01 0M SLAB REINFORCING PLAN BELOW TOP SLAB REIIIIFCRCING PLAN S-3
„_.
+� ��'' 's�— ��n (�;,. ;t1 ii ,: az,.... ,,.:22 ,,c_ 1 t t)T,: 11 �.i,a .cy _ �I'le cr>se; ;�, u' t: �� S, a ��i �. < .,:€ Sjx 'Al:I �, r<� ",t� 1 , -
7i`,
o7—'
)DITIONAL REINF. REQUIRED
HEADERS. SEE HEADER
:TAILS THIS SHEET
.50 (INLET)
95(OUTLET)
3" RUBBERIZED MEMBRANE
/ATERPROOFING UP WALLS AND
CROSS TOP SLAB AT VERTICAL
ONST. JOINT. EXTEND MIN 6"
ELOW TOP OF BOTTOM SLAB
;505 @ 1'-0" O.0
IYR ALL CORNERS)
748.42 (INLET)
747.87 (OUTLET)
-EGI-ND
A IN LIEU OF CONST. JOINT IN THE BOTTOM SLAB, CONTRACTOR MAY
PROVIDE 2" DEEP SAW CUT WITHIN 12 HOURS AFTER POURING. B517 @
l'-0" O.C. STILL REQUIRED.
* BARS PLACED PARALLEL TO € CULVERT. SPACING PERPENDICULAR TO 9.
CULVERT.
**BARS PLACED PERPENDICULAR TO EDGE OF APRON. SPACING PARALLEL
TO EDGE OF APRON.
'
3 18 SPA. @ 1' 6" MAX. = 26-10", B408 (TOP & BOT.) 3" PARAPET REINF. 1 VERTICAL FACE PARAPETA'
AND FENCING NOT SHOWN
EMBEDDED IN HEADER.
SEE SHEET S-9. 3"x6" DEEP
T"P i CAI_._ JE .TICIN TI"'I R(..! '_ rA SIDEWALK NOTCH
(LOOKING EAST) B634 RUBBERIZED
MEMBRANE
EL. VARIES WATERPROOFING
2" BEVEL AT 758.34 TO 758.58 8433 @
6729
APRON V-5" APRON EDGE 9" 0 C _
LAP * 6527 @ V-0" O.C. MAX.
PLACE BARS BEFORE
2'-0" 2'-0" T P SLABIS POURED. I CLR. W WO
-
INSIDE FACE = 1 1/2" 6430 (TYP.)
MIN. 3 CONST. JT. LEAVE ROUGH = v
I 3/4" V-GROOVE JOINT
C? OPTIONAL
APRONREINFORCEMENT, CONSTRUCTION 4
SEE PLAN JOINT 6729
CULVERT TOP SLAB STEEL. SEE
CUTOFF WALL 3" CULVERT TOP SLAB TOP SLAB REINFORCING PLAN
- U420 @ V-0" O.C. CLR.
1/3 OF BOX WALL THICKNESS, B517 @ 1'-0" CENTERS IN ,..- MAX (TYP.)
TOP SLAB OR BOTTOM SLAB ALL WALLS AND SLABS
THICKNESS %�'
U419 @ 1'-0" O.C.
18" RUBBERIZED MEMBRANE WATERPROOFING. CONST. JOINT FORMED SEAL JOINTS UP THE WALL AND ACROSS TOP SLAB EXTENBY BEVELED KEYWAY BEVELD CU O F WALL Q INI IFBETWEEN
VERTICAL CONSTRUCTION JOf !TINSIDE FACES
OF BOX WALLS 1'-5" BOX CULVERTi'L i E<<ivERE HIL
2" BEVEL —� LAP
B431 ADHESIVE
ANCHOR DOWEL @ 2'-0"
O.C. MAX. EMBED 4" —
B326 @ I
9" O.C. -------
6"
B532
2" BEVEL
� U509
CONSTRUCTION
JOINT
BOX CULVERT
BOTTOM SLABINLET APRON
(TYP.) BOTTOM HEADER
l'-6"I—
B725PRESENT ACROSS
ENTIRE BOX OPENING
INLET* CURB ..._DETAIL
(CURB PRESENT IN EXTERIOR CELLS ONLY)
HEADER
TOP SLAB
BOTTOM
SLAB —
1 1 /2"
'-'�HEADER
TOP SLAB
PARAPET REINF.
EMBEDDED IN HEADER.
SEE SHEET 3-9.
CULVERT
1' 3" VERTICAL FACE TYP ET' AND
TUBULAR RAILINGG TYPE'H' NNOT SHOWN
3"x6" DEEP SIDEWALK NOTCH
RUBBERIZED
REINFORCEMENT, B634
6433 @� MEMBRANE
SEE PLAN EL. VARIES
9" O.C. WATERPROOFING
OPTIONAL 757.99 TO 758.24
CONSTRUCTION JOINT
R
* B528 @ 1'-0" O.C. MAX.
_® /
w q
PLACE BARS BEFORE B729
I 2„ a = w O
CUTOFF WALL TOP SLAB IS POURED.
a CLR. N
d
w
B430 (TYP.)
3„
CONST. JT. LEAVE ROUGH
_
6403 @ 1'-0" O.C. MAX. (TYP.)
CLR.
3/4" V-GROOVE JOINT
B401 @ V-0" O.C. * B729
CULVERT TOP SLAB STEEL. SEE
BOTTOM SLAB CULVERT TOP SLAB TOP SLAB REINFORCING PLAN
ELEVATION SECTION Cc
INLET NOSE OUT I...ET HEADER DI::_T.AIL
`� CE�11 ERG�ALL D`cT/11L5 CUTOFF WAI L @ OU T I_.E.T
_x, .
w,,�� ,:...tr.2,,.,�\.c�� .,0<o-,i.:lo,1G ..3 _..'�1-'le .rsfe .I ,-_��.,-U,.'or: .,..a.�.�, ,,_.. .3< < CUl V-RT _E+)< ..�Irl �..;,a:,1 [:,:;• :,�;b lI. 1�1r.>
a
z
0
h
w
o:
Y
w
v z
O O
NSF v
W = La D: p
N o z =
O F J v 0 7
LU �i 0 C 0 u
O
0
caN
LLI
N z
> v z_
QG
m
JOB NO.
1382.078
PROJECT MGR.
MATTHEW YENTZ
691imi
STRAND
ASSOCIATES®
SHEET
S-4
I*
W ? 4 4
"vv cn�
lto O> .--
m mto m
8401 , B^05
519, 8431
B433
BOX CULVERT
RII I OF RARR
8527 B528
8539
NOTES
MATCH ROADWAY CAST REINF. CONC. PIPES INTO BOX WALLS. CUT PIPE FLUSH WITH
SURFACE ELEVATION INTERIOR FACE OF EXTERIOR WALL.
MANHOLE LID
FIELD CUT REINFORCING I(NECESSARY TO MAINTAIN 2" CLEAR AROUND REINFORCED CONCRETE PIPE OPENINGS AND MANHOLE
OPENINGS.
2
iv 135° STD. U806 9'-5"
HOOK B539 U807 2'-5" TO 8'-10"
81, U808 V-9" TO 8'-2"
4
1
4„ 180° STD.
B 3 2 6, COAST. (TYP) HOOK
JOINT _ i 806, U807. U8_08
UNCOATED: 22430 LEIS
COATED: 1890 LBS
BAR NO.
MARK READ
LENGTH
BENT
COAT
SERIES
LOCATION
8401 31
5-10"
X
CUTOFF WALL-OUTLET-VERT.
BAR MARK NOT USED
B403 5 29-10' CUTOFF WALL - OUTLET - TRANS.
BAR MARK NOT USED
B505
308
9-Y
X
BOX CORNERS -VERT.
B506
62
22'-0"
BOT. SLAB -TRANS.
8507
20
12'-9"
X
BOT. SLAB -TRANS.
B408
76
36-3"
X
BOT. SLAB - LONGIT.
B509
62
27'-0"
BOT. SLAB -TRANS.
B510
22
14'-3"
X
BOT. SLAB -TRANS.
B511
62
27'-0'
TOP SLAB - TRANS.
B512
22
14'-3"
X
TOP SLAB - TRANS.
B413
56
36-3"
X
TOP SLAB - LONGIT. - BOT.
B514
56
W-3"
X
TOP SLAB - LONGIT. -TOP
B515
62
22'-0'
TOP SLAB - TRANS,
B516
20
12'-9"
X
TOP SLAB - TRANS.
B517
78
V-T
VERT. CONST, JOINT -HOR7
B518
450
T-8"
WALL-VERT.-DOWEL
8519
296
6'-7"
X
INT. WALL-VERT.
8520
154
9.10"
EXT, WALL-VERT.
8421
16
W-0"
EXI WALL - LONGIT.
8422
16
34' 1"
INT. WALL- LONGM
B423
16
W-3"
INT. WALL - LONGIT.
B424
16
42'A"
EXT. WALL - LONGIT.
B725
6
29'-10'
BOT. HEADER- INLET -TRANS.
B326
40
4'-9"
X
BOT. HEADER - INLET- TIE
B527
28
5-1V
X
X
HEADER - INLET - TIE
8528
28
10-5"
X
X
HEADER. -OUTLET -TIE
B729
12
29-10'
X
HEADER -TRANS.
B430
8
29-10'
X
HEADER -TRANS.
B431
10
11-51
X
CURB- EXTERIOR CELL INLET - DOWEL
8532
2
8'b"
CURB- EXTERIOR CELL INLET -HORIZ
B433
80
3'-7-
X
X
HEADER-VERT.
8634
4
29'-10'
X
HEADER - TRANS.
B435
8
9-91
OPENING -WALL -HORQ
B436
8
51-6"
OPENING - WALL - DAG,
B537
4
4'-10'
OPENING - MANHOLE -. HORQ.
8438
12
4'-10'
OPENING - MANHOLE -HOR2
8539
2
10-10'
X
X
OPENING - MANHOLE - RING
B440
11
V-4"
X
OPENING -MANHOLE -DOWEL
B537 (E.F,)
134:
(E..,
DIAMETER B440 @ V-W O.C.
BOX TOP SLAB EMBED 6"
CU VERT MAM 'OLLE DETAII
LEGEND
1O 8" THICK CAST -IN -PLACE CONCRETE RISER.
O2 PRECAST CONCRETE ADJUSTING RING AND
FLEXIBLE JOINT SEALANT.
B435
(E.F.)
B505 (O.F.),
B518, B520 (I.F.)
(TYP.)
:XTERIOR WALL
)F BOX BELOW
NING SEE
PLAN FOR
LOCATION
B436 (E.F.,
TYP.)
I.E. 751.65
TOP -SLAB SOU_ k:_f......_BOX._. . IAL
ADDITIONAL REINECRCEMEN DETAIL
NOTE: ALL BARS SHOWN IN ABOVE DETAIL ARE IN ADDITION TO BARS
SHOWN IN BOX SLAB REINFORCING PLAN AND TYPICAL SECTION.
PLACE ADDITIONAL REINFORCEMENT ON INSIDE OF EACH MAT OF
REINFORCEMENT FOR BOTH FACES. SEE DETAILS THIS SHEET.
LE('END
BAR WITH SERIES. LENGTH SHOWN FOR BAR IS AN AVERAGE LENGTH
AND SHOULD ONLY BE USED FOR BAR WEIGHT CALCULATIONS. SEE BAR
SERIES TABLE FOR ACTUAL LENGTH.
* ADHESIVE ANCHORS NO. 4 BAR EMBEDDED 4" IN CONCRETE.
B537
4
4'-10'
B438
12
4'-10'
B539
2
10-10,
X
X
B440
11
1'-4"
X
BOX CULVERT BAR SERIES TABLE
MARK I NO. REO'D I LENGTH
B507 1 2 SERIES OF 10 3
BUNDLE AND TAG EACH SERIES SEPARATELY
WINGWALL BAR SERIES TABLE
BAR
MARK
NO. REQD
LENGTH
U402
2 SERIES OF 2
4'-7" TO TAG'
U403
1 SERIES OF 3
T-9" TO 9-2"
U404
2 SERIES OF 7
12-1V TO 17'-7'
U405
1 SERIES OF 7
8'-1" TO 12-3"
U807
2 SERIES OF 4
3-4" TO 9-9"
1 SERIES OF 4
2-8" TO 9-1"
EU808
U624
1 SERIES OF 17
Z-2" TO 29-7°
U426
2 SERIES OF 19
V3" TO 19-4'
U429
1 SERIES OF 12
1'-0" TO 29-7"
C.I.P WINGWALL
BILL OF BARS
mm
U518, UG37
N
U �_` 0__._.._Q1 1 �._ U `...1.._..,. o
U630, U431us
UNCOATED: 3260 LES
COATED: 2770 LEIS
BAR
MARK
NO.
RNO.
LENGTH
BEM
COAT
SERIES
LOCATION
U401
24
10-5"
FTG..- WINGS 1, 3, & 4 -TRANS. - 80T.
U402
4
V-3"
X
FTG. -WINGS 1& 3-TRANS. - BOT.
U403
3
9-0"
X
FTG. -WING 4 - TRANS. - BOT.
U404
14
15'-0"
X
FIG. - WINGS 1 & 3 - LONGIT. - TOP & BOT.
U405
7
10-2'
X
FIG. - WING 4 - LONGIT. - TOP & BOT.
U806
35
1 T-4"
X
FIG. - WINGS 1 ,3, &.4 - TRANS. - TOP
U807
8
6-6"
X
X
FIG..- WINGS 1 & 3-TRANS. -TOP
UW8
4
5'-11"
X
X
FIG. - WING 4 - TRANS. - TOP
U509
57
4'-0'
FIG. -.ALL WINGS - HORZ -DOWEL
U610.
44
F-T
X
X
STEM - WINGS 1, 3, & 4 - DOWEL - B.F.
U411
44
3'-9"
X
X
STEM - WINGS 1, 3, & 4 - DOWEL - F.F.
U612
44
6-4°
X
STEM - WINGS 1, 3, & 4 - VERT. - B.F.
U413
44
V-10"
X
STEM - WAGS 1, 3, & 4 - VERT. - F.F.
L1414
14
13-1"
X
STEM - WINGS I & 3- HOR17 - B.F.
U415
14
174"
X
STEM - WINGS I&3-HORQ-F.F.
U416
7
17-7"
X
STEM - WING 4 - HORQ - B.F.
U417
7
17-11
X
STEM - WING 4-HORQ-F.F.
LJ518
44
6-11,
X
X
STEM - WINGS 1, 3A 4 - USHAPE
U419
34
V-10'
X
APRON -CUTOFF WALL
U420
3
33-6'
APRON - CUTOFF WALL
U621
1
30-1"
APRON -TRANS. -SOT.
L1622
1
12-6
APRON
-TRANS. - BOT.
U623
1
23'-11"
APRON -TRANS. - BOT.
U524
17
15'-11"
X
APRON - TRANS. -BOT.
U425
2
19S"
APRON -LONGIT.- TOP &BOT.
U426
38
10-0'
X
APRON - LONGIT. - TOP &BOT.
U427
1
33-6'
APRON -TRANS. -TOP
L1428
1
18-2"
APRON -TRANS. -TOP
U429
10
19-6'
X
APRON -TRANS. -TOP
U630
21
6-0"
X
APRON -WING 2- DOWEL -B.F.
U431
21
3'-4"
X
APRON -WING 2- DOWEL -F.F.
U632
21
T-7°
X
X
STEM - WING 2- VERT. -B.F.
U433
21
7'-7"
X
X
STEM -WING2- VERT. -F. F.
U434
12
194,
X
STEM - WING 2-HORV_
U435
2
7'-8'
X
STEM - WING 2 - HOR V
U436
6
173"
FIG. - WINGS 1 ,3, & 4 - LONGIT - TOP & BOT.
U437
44
4'-6"
I X
X
STEM - WINGS 1, 3, & 4 - VERT. - TOP
BUNDLE AND TAG EACH SERIES SEPARATELY.
2-„j Tr;Y'.3tc„ inA�.JC, €',�,E:, S..7;U ?2 t. .,il tt7 — �. 'r"
Y
LLI
WLu
0'
v Z
k o z
V
Mesa
N
N H 0
IL
c F j w c
nWaw LL,0
m xF � G
/� W I t9
m C y v m
N Z
} v Z
J
C
f0
1382.078
' PROJECT MGR. '
MATTHEW YENT2
�.
ml
STRAND
ASSOCIATES®
S-5
LE E QNQ
. _......-.-- ......................
18" RUBBERIZED MEMBRANE WATERPROOFING, RUN
FROM BASE SLAB TO TOP OF WALL.
I
EDGE OF END OF
F.F WING / FOOTING (TYP.) — BOX —
U404 (TOP & 1-- U436 (TOP
i BOT.) (TYP.) & BOT.) •_
I B.F. WING
it 1
iQ a! U806 (TOP)
ao U401 (BOT.)
(TYP.)
a
U807 (TOP)
i U402 (BOT.)
[ (TYP.)
12 SPA. @ 1'-0" = 12'-0", U806 (TOP)
8 SPA. @ V-6" = 12'-0", U401 (BOT.)
ffi N G & 3 1. E Lea! !
4 3"x6" DEEP PAVING NOTCH ON WALL B.F. SEE SECTION EDGE OF
SHEET S-7. FOOTING (TYP.)
0 ro
314" FILLER. TOP OF FOOTING TO TOP OF WALL. SEAL ALL
EXPOSED HORIZ. AND VERTICAL FACES OF FILLER WITH
NON -STAINING GRAY NON -BITUMINOUS JOINT SEALER 1"
DEEP AND HOLD 1/8" BELOW SURFACE OF CONCRETE.
Q * TRIM IN FIELD TO FIT.
4
BOX WALL
\ U509 @
i\
1
3SPA. @V-0"_
3'0", U807 (TOP)
1 SPA. @ V-6" =
T-6", U402 (BOT.)
REINFORCING FOR VERTICAL
FACE PARAPET'A' NOT SHOWN
a"
13 SPA. @ V-0" MAX = 12-6" /
3"
U610, U612 (B.F.),
U411, U413 (F.F.)
4
U518, U437 U41U41
U437 U638 (.F.)
F
EL. 758.58 WING 1
EL. 758.68 WING 1
EL. 757.99 WING 3
EL. 757.89 WING 3
U518 (TYP.)
LL
it
3/4" V-GROOVE
Q
EL. 755.50 (WING 1)
EL. 754.95 (WING 3)
w
ai
FINISHED GRADE
v
v
U612 (B.F.)
g
U413 (F.F.)
EL. 749.50 WING 1
_
EL. 748.95 WING 3
U610 (B.F.)
U411 (F.F.)
i( �l
9 U806 (TOP) $
U401 (BOT.)
R (TYP.) 0 p BOX WALL
m
06 \
EL
@ o
vai I U808 (TOP)
� U403 (BOT.)
(TYP.)
U50
@ 1?0 e
U405 (TOP & BOT.) B.F. WING 4
(TYP.) � �
U436 (TOP & BOT.) FF.F. WING
3"
�T_ L
8 SPA. @ 8'-0" = 8'-0", U806 (TOP) m
5 SPA. @ 1'-0" = T-6", U401 (BOT.)
13'-0"
REINFORCING FOR VERTICAL
FACE PARAPET'A' NOT SHOWN —�
EL. 758.34 WI
''!` .1PJG' G PLAN
WING 1 & 3 El EV,<;I ION WING 4 ELEVATION
(EXTERIOR FACE)
(EXTERIOR FACE)
,,i, A L?< -�,, i< ,>:a, < :;l�L .f ...`t'4.__w"` �r;�3 �f;b 1
® END OF
3 SPA. @ 1'-0" = BOX —
3'-0", U808 (TOP)
2 SPA. @ V-6",
U403 (BOT.)
L. 758.24 WING 4
3/4" V-GROOVE
EL. 754.95
Y
W
W
Z
F Z �1
J ~ v
NWdy =�;
o yoz
J
CC U. w
w Y O
3 W Z f l9
w y O m
T. yFj Z
i W V Z
J
{Q
1382.078
PROJECT MGR.
MATTHEW YENTZ
EL. 748.95 WING 4 �.
STRAND
ASSOCIATES®
SHEET
S-6
U638
1'4" VERTICAL FACE
REINFOPARAPETAND
REINFORCING NOT
FENCE CHAIN LINK 1'-0"
9-FT NOT SHOWN
3"x6" DEEP
I SHOWN
SIDEWALK NOTCH
U434
—III
FRONT FACE OF WALL
—III
U435
U437
U518
ece
�— 3/4" V-GROOVE.
q
U434 (TYP.)
SEE WINGWALL
ELEVATIONS
U414, U416 ( TYP.)
n
U415,
Z
O
¢
N
Z
O
j
FINISHED GRADE IN
FRONT OF WALL VARIES
W
W >
w
U632
(TYP.)
w
�w
>Z
jZ
PIPE UNDERDRAIN U612
U413 o j
w
III_
WRAPPED 6-INCH
U630
U4°34 3
U610
9" TOE
U806,U807,
3„
U431
U808
EL
g
TOE
426IL
°
U404.U40 cq
lic
d
(TYP.) U
pg5
U427, U428,
v
v
_
U429
U436
U411
q
PIPE UNDERDRAIN
WRAPPED 6-INCH
3
U425 (TYP.)
U621, U622,
w
U403 U402, ro
PLACE DOWEL LEGS
U623, U624
v
PLACE DOWEL LEGS
TOWARD CENTER OF
TOWARD CENTER
OF
WALL AS SHOWN
31�
6 SPA. @ V-6" = 9'-0"
T-W 3„ WALL AS SHOWN
3"
19 SPA. @ 1'-0" = 28'-6" ,
U404, U405
10'-9"
SECTION THRU
WING 2 cgti A. RCN
SEC TION _ T HRU R/INL:MA-
EL. 756.
EL. 756.i
I
JOINT AT BOX
CULVERT A
-. 749.50
.KING 2 ELEVAT ON
(EXTERIOR FACE)
»n,- ;, :.
r:€ r s' , ,:.., ..; or;: .>t a ,{;\ 2'dw; r.eo' t02
_EGEND
18" RUBBERIZED MEMBRANE WATERPROOFING, RUN FROM
BASE SLAB TO TOP OF WALL.
m KEYWAY FORMED BY BEVELED 2x6.
U509 DOWEL @ V-0". CENTER ON JOINT.
34' FILLER. TOP OF FOOTING TO TOP OF WALL. SEAL ALL
EXPOSED HORIZ. AND VERTICAL FACES OF FILLER WITH
NON -STAINING GRAY NON -BITUMINOUS JOINT SEALER 1"
DEEP AND HOLD 1/8" BELOW SURFACE OF CONCRETE.
NOTES
SEE SHEET S-5 FOR WINGWALL BILL OF BARS.
4LL
Z
O
N
C
Y
W
W
N� z
Z Z
�19
aW0co =H
N
N W a H =
cpo jooZ
J
prd 04))
m a W Z N0
z VF! Z
J
G
fG
1382.078
' PROJECT MGR. '
MATTHEW YENTZ
4 1 &=I
STRAND
ASSOCIATES°
SHEET
S-7
END OF
WING —
2'-7"
RUSTICATION
3/4" V-GROOVE
9 SPA, @ 5" = 3'-9" 101, I 10 SPA. @ 10" MAX. = T-1 l"
R501,R502 T R501,R502 3"
AT WIN "WAU S
ISDE ELFVATION OF PARAPET
OUTSIDE FACE
ill . 1 11-01, . . 31,
�l
T
I
2"
A
R503, R504, R505, R506
CL
RUSTICATION
3/4" GROOVE
AN OF P/
PARAPET
RII I OF RaP.
UNCOATEMOLBS
COATED: 2270 LRS
BAR
MARK
NO.
REDO
LENGTH
BENT
COAT
LOCATION
R501
137
5'�"
X
X
PARAPETVERT.
FZ502
137
1 -1g .
X
x
PARAPETVERT.
R503
F
12
12-91
x
PARAPET HORZ OUTSIDE FACE - WINGS 1, 3. & 4
R504
8
I2'-11"
X
PARAPET HORIZ INSIDE FACE - WINGS I & 3
RW5
4
12-5'
X
PARAPET HORV INSIDE FACE - WING 4
R5W
16
29-10-
X
PARAPET HORIZ_ - BOX HEADER
R502
T-W
SIDEWALK
— R501
— 3" 4" DEEP END OF WING
SIDEWALK
NOTCH
SECTION A -...A
M. ;'50 ("orltr,,)c-,A2�027
36 SPA. @ lg" MAX. = 29'-8"
R501,R502
CULVERT WEADER
rL FENCE CHAIN 4"
LINK 9-FT
WING 2
END POST
OVERHANG POST
rL FENCE CHAIN
LINK 6.5-FT
LEGEND
A PIGMENTED SURFACE SEALER ON FRONT FACE,
ENDS, AND TOP OF PARAPET.
ATTACH FABRIC AND BARBED WIRE FROM WING 2
TO END POST ON BOX HEADER.
3/4" FILLER. TOP OF FOOTING TO TOP OF WALL.
SEAL ALL EXPOSED HORIZ. AND VERTICAL FACES
OF FILLER WITH NON -STAINING GRAY
NON -BITUMINOUS JOINT SEALER 1" DEEP AND
HOLD 1/8" BELOW SURFACE OF CONCRETE.
4 7/8"
i END PLATE
TO RAIL END. SEE
ELEVATION SHEET S-9
C:4
END PLATE (TYP.)
ED
Z
z
=0
0
WING 3
EDGE OF BOX
AT rL OF FENCE
PARAPET'N ON
60
ol
ii
PARAPET
BOX HEADER
ilzo:
j
w
5 1/2"
A
RAIL PC
ST
INTERIOR
RAIL
POSTE
z
w
(L
WING 4
TO RAIL END.
SEE ELEVATION
2'-6"
SHEET S-9
4 7/8"
+
t END PLATE
tV
04
04
+
U) z
QUISUE FACE OF L�)ARAPE_11'
R501
R502
POST SPACING PLAN �o
_j 0
< (L
777777
777
1vTA
ARAI,
i ry
EDGE OF
BOX ATrL
OF RAIL
EDGE OF
BOX AT rL
OF RAIL
1382.078
I PROJECT MGR.
MATTHEW YENTZ I
6: A iml
STRAND
ASSOCIATES®
SHEET
S-8
51/2" SEE POST SPACING SHEET S-8 SEE POST 2'-0" SEE POST
F . moo° THIS SURFACE TO BE \� y SPACING SPACING 3/4" SQ. BAR x 6" LONG -WELD ANCHOR BOLTS
\D 1 1/2" 3'-10" SHEET S-8 1-2 10 SHEET S-8 TO ANCHOR BOLTS 9 3/4" LONG x 314"
CAST TRUE OR BE R
MACHINED 4" 2F 5/8' 3 1'.p"
AT POSTS
DIA.
CORE 112"x1„ 51/2" �? 4 .. } {
F.F. THR'D
R SLOTTED HOLES-
- ....
Li
Qy 1}
1/4" " 3/8" DIA.
��� 173
; ` 1 3/4" ALUMINUM PIN \�� ' r P i
WITH DRIVING FIT r- ��
`, 1 o a
ANOF I
CHOR 61/2" 31/4"
3 3/4'
=XP GEn EEN ',flNG FIND BOX 93/4"
BOLTS 31/2"
--- -' 0.
3.70 SLEEVE DIA. TOP RAIL N a CHAMFER BEFORE
2 17 ° y 3 85' SLEEVE r i n r' 4 VE DIA. BOT. RAIL EL_EVA i I0' O F RAI €.AG TOP OF CORE 11/16"xl 3/16" LE ' ' '' THREADING
PARAPET
-
6 3/16" SLOTTED HOLES I� A I L L n' Q E- -f`• I L
31/4„ - a
X _ DRILL 1/4"DIA. DRAIN HOLES
1`
5/16" IN RAILS AT END PLATE '>
m 3TMP) 1 1/2" V-3 3/8" (OUTSIDE ELEVATION) 19
{ 1/6 PANEL LENGTH / END PLATE
ol WASHER
1„ �t4"TO NEAREST POST _. . ......... ...... _.._.__.. ---_- ..__ ._....._ _ ANi�i'fOR BOLTS AT POSTS
ro R. 3/4"R. ( DIA. — -
-� \ ' -
_ ----'---` 3/83/g� 4` - — - — - —
1 3/4" 1/4" MIN. 15181,
1 3/4' 1 1/2" 4' 1 1/2" 4 5/8" € OF d
/4 BOTTOM RAIL FRONT FACE OF RAIL FRONT FACE PARAPET 1 55/8 R z
3116 (TOWARD ROADWAY)
�
BASE TO BE 7' TO AY) �
FLAT AND TRUE 4 7/8" € OF END PLATE PLAN
-- - VERTICAL FACE PARAPET'A' ro 6 5/8"
7" 6" € OF TOP RAIL 5/8" R.
w - LiF if OF' __.i' �1 L3 _ND At .ABUlMENIS � —
zt
Q DRAFT P3/8'IN' DIA. ALUMINUM
/ > (T,P) NOTCH PIPE TO CLEAR PIN WITH DRIVING FIT
J ; i 3/8" DIA. PIN BY 1/2" IN. 1/2" THICK M
I
�- _. E [ 1
N ACC, 10N R N
T 1 1/4" DIA. DRILLED
I.
5/16"� j: - - �� HOLES FOR PRESET
31/4 ,
- - -- = ANCHORBOLTSS 19/16" 3f 1/2"i 19/16"
MIN. ^ SHM1/8"x31/4'k0'-65/8"
1 1/2 - - 1 1/2" 2 PER POST SHIM 1/16'k3
r-nI n � /::�Z I /� L I I f_-"/ ! .. 1 _!.._G r / -7.1 J d.
StEC ON -.. �_ \ \.:.=5 1 �5:::♦ i-�_♦ L �, m 2PER POST V
1" DIA. 2,-7„
N
HOLE E.0.51 SHIM' uE.IAILS = � o z
2' 10"
CASTING
- ..........._._..... f0.1
Al UMINUM ' SST CAST ING r_r r 7 . r _1. r r_z � 1 =f�L� PLATE � OW. W F a ;
4" Q.D. x I1/8"CK MIN. , 1 - 3/4" SQ. BARS WELD IN F d z = }
WALL THICKNESS + ' t ly , _ _s TO ANCHOR BOLTS 2' 81/2" LONG. p p y Z
3/ } EL i E DETAIL I._ f, I ABUTMENT I iV�CNT CHAMFER " n Z '4 W p O
BEFORE 3,: U.
THREADING THR'D. N m J {p
15/32"x11/32"x51/2" / 1° _ 1 Z II-- O
13
ALUMINUM CLAMPING BAR ROADWAY 7 1l2 LONG _ = W 0 v m
l 7g13?° OPENING `I - - y Q W
2 7 �- ANCHOR BOLTS Q W v
7/16' STAINLESS STEEL CAP
SCREW AND CURVED R ; , , / ^ ^ 61/2" 31/4"
A ''' ° OP OF PARAPET n 9 3/4" LONG J J T+
T
TAPERED CAST ALUMINUM
WASHER (2 PER POST) ; l /(.* r" 9 3/4"
tt r;
m
--- =f -
t WASHER 0 F..
21j32 ±`.. --f +.,'t\ ANCHOR BOLTS AT END 'LATE - c
U 1rNL AI RAIL OPENINGS
.................---.-....._........._......_................................_
i,+� a� BID ITEM SHALL BE "RAILING TUBULAR TYPE H" WHICH INCLUDES
4 1/2" O.D. x 5/16" MIN. WALL ;'; r N ALL SLEEVE DETAILS SAME AS "RAIL SPLICE ALL ITEMS SHOWN.
r 1 DETAIL" UNLESS SHOWN OTHERWISE
l'•/ %`' N '€ E ANCHOR BOLTS, NUTS AND WASHERS SHALL BE STAINLESS
STEEL.
5/8" STAINLESS STEEL CAP SCREW SHIMS SHALL CONFORM TO SAME MATERIAL AS POSTS. JOB NO.
& CURVED AND TAPERED CAST %
k' `,.� + - +. ' i 3°-10" DRAFT
x, 1382.078
ALUMINUM WASHER (2 PER POST) + , (TYP.) SHIM 1/16"x7 1/2"x1'115/8"
} w m m RAILINGS SHALL BE FABRICATED IN 2 AND 3 PANEL LENGTHS.
\ -� } ,�•• ��, � � � 2 PER END PLATE PROJECT MGR.
RAILING POSTS SHALL BE SET NORMAL TO GRADE LINE. mgrrHEw reNrz
_ 1 5/8" R. ALL POST SPACINGS ARE MEASURED HORIZONTALLY ALONG
1/2"x1 1/4"x51/2" STAINLESS / CENTERLINE OF THE POST BASE.
STEEL CLAMPING BAR r 1 3l8" 1 3/8' - { �.
_
31�6 SHIMS SHALL BE USED UNDER POSTS AND END PLATES WHERE
3/16" MIN. ° I 2'-7" I 1'-3 1/4"
REQ'D. FOR ALIGNMENT. —
J � I f�i O F Rfil _ ;�T l rt/ Fi i ! N I � POST J1 DETAIL FOR 1„ THICK 2'-9 3/4" VA 5/8„
DRIVING FIT FILL ALL EXPOSED OPENINGS BETWEEN SHIMS AND POST STRAND
ANCHOR BOLT HOLES WITH NON -STAINING GRAY
NOTES: (' NON -BITUMINOUS JOINT SEALER. ASSOCIATES®
MAX. REDUCTION IN DIAMETER OF BENT SECTION SHALL BE3% RAIL CLOSURE CAP QUAILS END PLATE SHIM DETAILS
WALL THICKNESS OF TUBING SHOWN ABOVE SHALL BE MIN. NOMINAL RAILS SHALL BE BUILT STRAIGHT AND SPRUNG INTO PLACE FOR SHEET
AVERAGE WALL THICKNESS.
MAX. REDUCTION IN SLOT WIDTH IN BENT TUBING SHALL BE 3/16" STRUCTURES CURVED UP TO 3". FOR STRUCTURES CURVED Sig
GREATER THAN 3", RAILS SHALL BE CURVED TO FIT.
( Y, ?'�!>. i�.i\ �...; I lii..L \ {M1 ♦ .
:
v
(V 1
........ .... ..
cj
f N
3/16 TYP.
N
�— 1" DIA. DRILLED HOLES
STHL POST DETAILS
1/4" CLOSURE PLATE IN ENDS OF STEEL
RAILING WELD & GRIND SMOOTH.
PLACE ONLY WHERE REQ'D ^ ^T ^^ ^ ^^
51/2" SEE POST SPACING SHEET S-8 SEE POST 24" SEE POST
1 1/2" I 3'-10" SPACING T 2„ 10„ SPACING
SHEET S-8 SHEET S-8
_ 4„ 2'-6 5/8„ 3„
I 1
�, II
EACH POST: 4-5/8"xl 1/2" THREADED 2 3/8" R.
/ STUDS WELDED TO RAIL
4-3/4" STD. WASHERS (BENT) �
& 4-5/8" HEX NUTS '\ _I
;SAIL TO POST CONN.
F7 7"';,
FIELD ERECTION DETA, L._. AT RAIL OPENING
iO NT DET.I1
t XP. . PEf':r> hl 'JiPIG AND 30X
ELEVATION OF RAILING
DRILL 1/4" DIA. DRAIN HOLES
IN RAILS AT END PLATE
11/2"
T-33/8"
(OUTSIDE ELEVATION)
END PLATE
4 5/8" € OF FRONT FACE OF RAIL FRONT FACE PARAPET
BOTTOM RAIL 3/16 (TOWARD ROADWAY)
4 7/8" € OF END PLATE PLAN
VERTICAL FACE PARAPET'A'
6" € OF TOP RAIL
DETAH OF RAIL BEND AT ABUTMENTS
CHAMFER
BEFORE
3/4" SQ. BARS. WELD THREADING
TO ANCHOR BOLTS
2'-8 1/2" LONG --_.
7 1/2"
LONG. .. _ i 61/2"
i--o
' 2'-7" N a
TOP OF PARPAET
WASHER
ANCH0.':`......_E_OLTS AT END __' )TE
00 _
r;
O (j� 1/2"THICK
1 1/4" DIA. DRILLED
~ T7 HOLES FOR PRESET
ANCHOR BOLTS
ro m 11/2" I 2W" I 11/2"
2'-10"
END PLATE
ANCHOR BOLTS
9 3/4" LONG.
AT INTERIOR POSTS 5 1/2" CHAMFER
BEFORE
THREADING
3"
rTH_��R'D
3/4" SQ. BAR x 6"
LONG -WELD TO
ANCHOR BOLTS
€ OF ANCHOR F.F.
BOLTS PARAPET
3 3/4"
3 1/2"
9 3/4"
TOP OF PARAPET
�0
WASHER
N a
ANCHOR BOLTS
.AT POSTS
....
m
5!8" R. SHIM END 11/2"x1' <} 5/8"
2 PER END PLATE
_. N 518" R.
p v 1 3/8 r 2.7„ I 1 3/8" ;.
u -
M N -
Z-9 3/4" m V-3 1/4" 13181,
M
V-4 5/8"
END PLATE SHIM DETAILS
N01=J
BID ITEM SHALL BE "RAILING TUBULAR TYPE'H"' WHICH INCLUDES ALL
ITEMS SHOWN.
ANCHOR BOLTS, NUTS AND WASHERS SHALL BE EITHER STAINLESS
STEEL OR ASTM A307. IF A307 IS USED ELECTRO-GALVANIZE NUTS,
WASHERS & TOP 3 1/2" OF ANCHOR BOLTS.
CLOSURE ENDS ON STEEL RAILING SHALL BE 1/4" PLATE. WELD AND
GRIND SMOOTH.
RAILING SHALL BE FABRICATED IN 2 AND 3 PANEL LENGTHS.
RAILING POSTS SHALL BE SET NORMAL TO GRADE LINE.
ALL POST SPACINGS ARE MEASURED HORIZONTALLY ALONG
CENTERLINE OF THE POST BASE.
SHIMS SHALL BE USED UNDER POSTS AND END PLATES WHERE
REQ'D. FOR ALIGNMENT.
FILL ALL EXPOSED OPENINGS BETWEEN SHIMS AND POST ANCHOR
BOLT HOLES WITH NON -STAINING GRAY NON -BITUMINOUS JOINT
SEALER.
RAILS, POSTS & SHIMS SHALL BE MADE FROM MATERIALS
CONFORMING TO ASTM DESIGNATION A709, GRADE 36.
ALL MATERIALS, EXCEPT ANCHORAGES, SHALL BE GALVANIZED
AFTER FABRICATION. PRIOR TO GALVANIZING, ALL STEEL SHALL BE
GIVEN A NO. 6 BLAST CLEANING BY SSPC SPECIFICATIONS.
RAILS SHALL BE BUILT STRAIGHT AND SPRUNG INTO PLACE FOR
STRUCTURES CURVED UP TO 3', RAILS SHALL BE CURVED TO FIT.
ALL SLEEVE DETAILS SAME AS "FIELD ERECTION JOINT DETAIL
UNLESS SHOWN OTHERWISE.
O 5/16"x3/8" WELDED STUDS.
Q 3" STD. PIPE x V-10" LONG.
❑ 3" EXTRA STRONG PIPE x V-10" LONG.
,n, 1/2" DIA. WELD BEADS AT 1/3 PTS. ON PIPE 11" CIRCUMF. GRIND
BEADS SO THAT SLEEVE FITS FREELY IN THE I.D. OF 4" DIA. EXTRA
STRONG PIPE.
ANCHOR
BOLTS 9 3/4"
— LONG x 3/4"
DIA.
3/4" DIA. STD.
PIPE (TYP.) -
v 7
BAR 1/4"x6"x1'-01/2"
WITH 6-11/16" DIA.
HOLES (3 1/2" GAGE)
SHIPPING' BAR
6 5/8" Al
W
5/8" R. m 518" R.
5T
SHIM PER POST
1 9/16"
5/8"SHIM
2 PER POST SHIM 1/16"x3 1/4"x6 3/4"
31/2' 3 2 PER POST
'0S' SHIM UE MILS
' JOB NO. I
1382.078
MATTHEW YENTZ
4 A=I
STRAND
ASSOCIATES®
S-10
�2 � 09 . o � .1 i Sj?� t• ire t � iv L: rl : -) '
vt, �- a:..<....... �.,.5- ic.?<.._.,.IL•.:Il;. 't'�t �Jlhf .11 .C>__. _...._> ii e.: 1. �.�I.i '1 is;�'.^
r
FEM MEMBER
STEEL
FENCE
MEMBER
OUTSIDE
DIAMETER
(INCHES)
WEIGHT
(LB/FT)
RAILS
1.660
2.27
END POST
2.875
5.80
OVERHANG POST
2.875
5.80
LINE POST
2.375
3.65
POST SLEEVE
4,000
9.12
BOTTOM OF
FENCE FABRIC
FIELD CLIP
AS REQ'D 1 , , � � GALVANIZED
1/16"THICK
OAT SHIMDETAILS
SHIMS REQUIRED ONLY WHEN END POSTS
AND LINE POSTS ARE WELDED TO BASE
PLATES. PROVIDE 4 SHIMS PER POST, USE
WHERE REQUIRED FOR ALIGNMENT
BULGE FABRIC TO ALLOW END CLAMPS
FOR JOINT MOVEMENT ----\ //v STEEL RAILS
STEEL END POSTS
TENSION BARS
TENSION BANDS
STEEL
LINE POST
8'-0" MAX. POST SPACING
BARBED WIRE �
TENSION BANDS (TYP.
DOUBLE AT TENSION BARS) AT
CLAMP V-0" SPACING
TOP OF PARAPET W
END CLAMP 1'-0" ; 1'-0" �— TIE WIRES 0
END CLAMP
JOINT OPENING
WINGWALL
STEEL END POST
OR POST SLEEVE
RAIL END
BRACE
BAND STEEL RAIL------------
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3/8" DIA. x 1 1/4" GALV.
CARRIAGE BOLT (TYP.)
PLACE ORNAMENTAL CAPS ON TOP
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OF POSTS WITH TAPPED SET
4
ND 1,1 AMP
SCREW OR BOLT (TYP J
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STEEL
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TOP RAIL
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STEEL
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POST
FENCE
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FABRIC
(THIS SIDE)
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F. POST —►1
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DETAIL
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BOTTOM OF
FENCE FABRIC
VERTICAL FACE PARAPET W
PARAPET NOT PRESENT ON
I WING 2. MOUNT POSTS
[ ( DIRECTLY TO TOP OF WING.
3"x6" DEEP
SIDEWALK NOTCH
CONST. JOINT
-
STRIKE OFF & I
LEAVE ROUGH
SECTION TH RU F-NCE
SECTION THROUGH BOX HEADER AND WING 1 SHOWN.
WING 2 SIMILAR.
:
5
wa
13'-3 1/4" WING 1 (ALONG POST rQ
FENCE PART ELEVATION
FENCE ON BOX HEADER AND WING 1 SHOWN. WELD 1 1/2"x1/4"x2"
WING 2 SIMILAR. LONG LUG TO POSTS
BRACE BAND
RAIL END
STEEL RAIL � 1/4
STEEL LINE POST
OR POST SLEEVE
0 J
—STEEL RAIL 1
RAIL END
GRIND RAIL TO
REQ'D RADIUS —
STEEL END POST
* OOU� UIE CLAMP OR POST SLEEVE
WELDED
-CON N =CTiON
(AT
OVERHANG SECTION)
SEQ �_1D_N�....__AA
NOTE:
PLACE ALL BOLT HEADS ON SIDE OF
FENCE ADJACENT TO PEDESTRIANS
5/8" DIA.
HOLE
I 0` � —cs
V-0" OVERHANG
(WING TIPS ONLY)
POSTS ARE TO BE SET VERTICAL.
PLACE ORNAMENTAL CAPS
ALL FENCE COMPONENTS SHALL BE GALVANIZED STEEL, EXCEPT
._- ON TOP OF POSTS WITH
THE FENCE FABRIC WHICH MAY BE ALUMINUM -COATED STEEL OR
TAPPED SET SCREW OR
GALVANIZED STEEL.
------ BOLT (TYP.)
FABRIC SHALL CONFORM TO ASTM A491 OR A392, CLASS 2. STEEL
RAILS, POSTS AND POST SLEEVES SHALL CONFORM TO ASTM
DOUBLE CLAMP
F1083, STANDARD WEIGHT PIPE (SCHEDULE 40). FITTINGS SHALL
CONFORM TO ASTM F626.
TENSION BAR
THE BID ITEMS SHALL BE "FENCE CHAIN LINK 6-FT 4-IN." AND
"FENCE CHAIN LINK 9-FT.
STEEL END POST
COMPLETE ANY REQUIRED WELDING OF COMPONENTS BEFORE
GALVANIZING,
OVERHANG POST
POST BASE PLATES SHALL BE FLAT WITH ALL SURFACES SMOOTH
AND FREE FROM WARP AND ALL EDGES SMOOTH, STRAIGHT AND
VERTICAL. ALL PLATE CUTS SHALL BE MACHINE OR MACHINE
FLAME CUT.
DOUBLE CLAMP
BASE PLATES, ANCHOR PLATES AND SHIMS SHALL BE ASTM A709,
--_
GRADE 36.
—1
ALL POST SPACINGS ARE MEASURED HORIZONTALLY ALONG THE
C/L OF THE POST.
WING TIP
CAULK AROUND PERIMETER OF BASE PLATE AND FILL PORTION OF
SLOTTED HOLE AROUND ANCHOR BOLT IN SHIM WITH
I
NON -STAINING GRAY NON -BITUMINOUS JOINT SEALER.
ALTERNATE TO DOUBLE CLAMP: USE LINE RAIL CLAMP
(BOULEVARD) OR 180° BRACE BAND. WHICH MAY BE USED WHEN
THE POSTS ARE EITHER BOLTED TO THE POST SLEEVES OR
DIRECTLY WELDED TO THE BASE PLATE.
1/2" DIA. x 6" LONG GALVANIZED HEX BOLT WITH NUT & WASHER. i7
STEEL
OVERHANG
ALTERNATIVE ANCHORAGE: CONCRETE ADHESIVE ANCHORS
POST
1/2-INCH. EMBED 7" IN CONCRETE. ADHESIVE ANCHORS SHALL
CONFORM TO SECTIONS 502.2.12 AND 502.3.14 OF THE STANDARD
SPECIFICATIONS.
0 ATTACH FABRIC TO RAILS, AND TO POSTS WITHOUT TENSION
BANDS, WITH TIE WIRES (ROUND, 9-GAGE) SPACED AT 1'-0'.
0 BOLT RAIL TO RAIL END TO SECURE OVERHANG SECTION.
ALTERNATE IS TO WELD RAIL DIRECTLY TO END POST.
FILL SLEEVE AND BEVEL AWAY FROM
POST WITH NON -SHRINK GROUT AFTER
SETTING POST. (LEAVE NO VOIDS) —
DRILL 3/16" DIA. DRAIN HOLE PARALLEL TO
ROADWAY IMMEDIATELY ABOVE GROUT IN
POST. SLEEVE LOCATIONS ONLY
c POST � I
SLOPE GROUT �I
FOR DRAINAGE
/8" DIA. HOLE FOR 1/2"
)IA. ANCHOR BOLTS Zk r
POST SLEEVE
DST SLEEVE, LINE LINE POST,
DST, OR END POST OR END POST
I
FENCE POST
! - TOP OF f
PARAPET h1
DIA. DRAIN HOLE�f'"�
FENCE
FABRIC
FENCE FABRIC WOVEN OF 9-GAGE WIRE IN
2" DIAMOND PATTERN MESH WITH BOTH THE
TOP AND BOTTOM SELVAGES KNUCKLED.
FOP Q` ON! DEFAII
3/8" DIA. GALV. CARRIAGE BOLT
WITH LOCKING NUT. (TO BE
SUPPLIED WITH ASSEMBLY)
BOTTOM i RAIL
RAIL
eo
3/16
DE
--- -
OF PAIRAPET E
_-
- --- -- ._..._.. -- 3/4"x5„x8„ BASE PLATE
6"
— 1/4„xZx8„
f POST i POST TACK WELD ANCHOR PLATE
@ 1/3 POINTS � ANCHOR BOLT �
ANCHOR PLATE BASE PLATE
1`f NOTE: ANCHOR PLATE NOT REQUIRED D.;E ETA: L....__A'
WHEN ADHESIVE ANCHORS ARE USED UNIT SHALL BE GALVANIZED AFTER FABRICATION
NOTE: IN LIEU OF USING THE POST SLEEVE, THE FENCE POST
MAY BE WELDED TO THE BASE PLATE.
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1382.078
' PROJECT MGR. '
MATTHEW YENT2
4 1 iml
STRAND
ASSOCIATES®
S-11