8-04 (02) - Plan Drawings.pdf
PDF 7 MB Posted
- Attached to
- 34th Street Upland to Milwaukee -22B Project
- Solicitation number
- RFP 25-19137-TF
- Issued by
- Hunt County, Texas
About this file
These cross-section engineering drawings detail the 34th Street Reconstruction project for the City of Lubbock, Texas, prepared by Kimley-Horn engineering firm. The project spans from Upland Avenue to Milwaukee Avenue and includes comprehensive topographical and utility mapping for street reconstruction. The documents provide detailed cross-sectional views at various station points along the project route, showing existing and proposed water lines, sewer lines, duct banks, drainage channels, culverts, and right-of-way boundaries. The drawings are dated September 2, 2025, with horizontal and vertical scales of 1" = 20', and include precise elevation measurements, slope percentages, and utility placement information.
The technical drawings reveal multiple infrastructure elements, including proposed 12-inch water lines, existing 12-inch water and sewer lines, AT&T duct banks, and several box culverts of varying dimensions (such as 6'x2', 4'x3', and 8'x3'). The project appears to involve significant grade modifications, with elevation changes and slope adjustments documented across different intersecting streets like Upland Avenue, Tiffin Avenue, Rochester Avenue, Quincy Avenue, and others. The cross-sections indicate careful engineering considerations for drainage, utility relocation, and street profile reconstruction, with notes emphasizing that contractors should verify existing utility locations and that these sections are not intended for direct construction use but to support planning and design processes.
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Text version
DESIGN: LS
DATE:
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:4
:4
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.0
E
L
.6
O
F
.0
.2
O
.4
.0
O
.6
.4
O
.6
.5
O
X
IS
T
R O
W
7.93% 2.64% 2.77% 7.13%
STA 102+52.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
PROP 12"
E X
IS
T
R O
W
34MUP_CL
.7
.7
O
.7
.1
O
.1
O
.5
.4
O
.5
.5
O
6.88% 2.89% 3.06% 6.03%
STA 103+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
PROP 12"
E X
IS
T
R O
W
E X
IS
T
R O
W
WATER
PROP 12"
R O
W
R O
W
34MUP_CL
.4
.8
O
.3
.9
O
.8
O
.4
.5
O
.4
.3
O F
F .7
.5
O
F F
E X
IS
T
R O
W
E X
IS
T
R O
W
6:1 5.28% 3.15% 3.36% 4.96%
STA 103+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
1. APPROXIMATE LOCATION AND DEPTH OF EXISTING
NOTE:
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
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M
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X
S .d g n
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/2
:4
:4
P
M
KHA NO.: 063126043
9/2/2025
F-928
WATER
PROP 12"
R O
WR
O
W
34MUP_CL
.0
.9
O
.0
.7
O
.5
O
.3
.5
O
.3
.4
O F
F .6
.7
O
F F
E X
IS
T
R O
W
E X
IS
T
R O
W
6:1 4.08% 3.43% 3.65% 3.92%
STA 104+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
URBANA AVENUE
WATER
PROP 12"
R O
W
34MUP_CL
.8
.9
O
.8
.6
O
.3
O
.2
.5
O
F F
.2
.8
O
F F
E X
IS
T
R O
W
6:1 3.42% 3.58% 3.82%
STA 104+27.93
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
PROP 12"
R O
W
34MUP_CL
.7
.2
O
.7
.7
O
.2
.0
O
.1
.5
O
.1
.5
O F
F .2
.0
O
F F
E X
IS
T
R O
W
6:1 2.94% 3.65% 3.87% 3.01%
STA 104+50.00
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 1403260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
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X
S .d g n
/2
/2
:4
:4
P
M
KHA NO.: 063126043
9/2/2025
F-928
WATER
PROP 12"
R O
W
R O
W
34MUP_CL
.4
.2
O
.3
.3
O
.9
O
.0
.5
O
.0
.4
O F
F
.4
.3
O
F F
E X
IS
T
R O
W
E X
IS
T
R O
W
6:1 2.40% 2.92% 2.99% 2.63%
STA 105+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
PROP 12"
R O
W
R O
W
34MUP_CL
.0
.2
O
.0
.9
O
.6
O
.9
.5
O
.9
.4
O F
F .2
.8
O
F F
E X
IS
T
R O
W
E X
IS
T
R O
W
6:1 1.29% 2.48% 2.50% 1.42%
STA 105+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
PROP 12"
34MUP_CL
.7
.1
O
.7
.5
O
.1
.8
O
.3
O
.6
.5
O
.7
.5
O
F F
.0
.1
O
F F
E X
IS
T
R O
W
E X
IS
T
R O
W
6:1 2.18% 2.19% 0.42% 6:1
STA 106+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.6
.8
O
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:4
:4
P
M
KHA NO.: 063126043
9/2/2025
F-928
WATER
PROP 12"
R O
WR
O
W
34MUP_CL
.4
.5
O
.4
.5
O
.7
.5
O
.9
.5
O
.0
O
F F
.1
.3
O
F F
E X
IS
T
R O
W
E X
IS
T
R O
W
6:1 1.50% 2.00% 2.00% 1.50%
STA 106+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.6
.1
O
WATER
PROP 12"
R O
W
34MUP_CL
.1
.6
O
.2
.5
O
.5
.6
O
.7
.5
O
.8
.0
O
.8
.8
O
.0
.3
O
IS
T
R O
W
P R
O P
R O
W
6:1 1.50% 2.00% 2.00% 1.50% 6:1
STA 107+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
PROP 12"
R O
W
34MUP_CL
.9
.0
O
.0
.5
O
.2
.0
O
.5
.5
O
.0
.6
O
.9
.0
O
.4
.0
O
IS
T
R O
W
P R
O P
R O
W
6:1 1.50% 2.00% 2.00% 1.50% 6:1
STA 107+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.6
.0
O
.6
.0
O
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:4
:5
P
M
KHA NO.: 063126043
9/2/2025
F-928
WATER
PROP 12"
R O
W
R O
W
34MUP_CL
PROP_WATERLINE_FL
.6
.5
O
.8
.5
O
.0
.5
O
.3
.5
O
.7
.9
O
.0
.4
O
.2
.0
O
IS
T
R O
W
P R
O P
R O
W
6:1 1.50% 2.00% 2.00% 1.50% 6:1
STA 108+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.4
.0
O
.4
O
TRANSITION
DRAINAGE CHANNEL
R O
W
R O
W
34MUP_CL
.4
.7
O
.6
.5
O
.7
.7
O
.1
.5
O
F F
.9
.3
O
.0
.0
O
IS
T
R O
W
6:1 1.50% 2.00% 2.00% 1.50%
STA 108+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.2
.0
O
.2
.0
O
2:1
E L
.9
O F
F
.2
R O
W
R O
W
34MUP_CL
.2
.8
O
.4
.5
O
.5
.8
O
.9
.5
O
.8
.8
O
.9
.1
O
.2
.9
O
.2
.9
O
.8
.0
O
P R
O P
R O
W
P R
O P
R O
W
6:1 1.50% 2.00% 2.00% 1.50% 1:1
3:1
STA 109+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.0
.0
O
.0
.0
O
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
1. APPROXIMATE LOCATION AND DEPTH OF EXISTING
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:4
:5
P
M
KHA NO.: 063126043
9/2/2025
F-928
WATER
PROP 12"
2:1
E L
.7
O F
F
.0
R O
W
R O
W
34MUP_CL
.1
.5
O
.2
.5
O
.4
.5
O
.8
.5
O
.8
.5
O
.7
.8
O
.0
.5
O
.0
.5
O
.7
.0
O
O P
R O
W
P R
O P
R O
W
6:1 1.50% 1.74% 1.74% 1.50% 1:1
3:1
STA 109+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.8
.0
O
.8
.0
O
2:1
E L
.8
O F
F
.3
R O
W
R O
W
34MUP_CL
.0
.5
O
.1
.5
O
.3
.5
O
.7
.5
O
.8
.9
O
.6
.7
O
.8
.8
O
.8
.8
O
.5
.0
O
O P
R O
W
P R
O P
R O
W
6:1 1.50% 1.37% 1.37% 1.50% 1:1
2:1
STA 110+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.6
O
.6
.0
O
TRANSITION
DRAINAGE CHANNEL
BOX CULVERT
PROP 6'X2'
CULVERT 01
R O
W
R O
W
34MUP_CL
.0
.5
O
.1
.5
O
.3
.5
O
.6
.5
O
F F
.5
.8
O
.3
.0
O
O P
R O
W
P R
O P
R O
W
6:1 1.50% 1.00% 1.00% 1.50%
STA 110+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.4
.0
O
.4
.0
O
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:4
:5
P
M
KHA NO.: 063126043
9/2/2025
F-928
WATER
PROP 12"
BOX CULVERT
PROP 6'X2'
CULVERT 01
R O
W
R O
W
34MUP_CL
.9
.5
O
.0
.5
O
.2
.5
O
.5
.5
O
.7
.0
O
.1
.0
O
O P
R O
W
P R
O P
R O
W
4:1 1.50% 0.64% 0.64% 1.50%
STA 111+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.2
O
.2
.0
O
34MUP_CL
.9
.6
O
.0
.9
O
STA 111+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
PROP 12"
BOX CULVERT
PROP 6'X2'
CULVERT 01
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
UPLAND AVENUE
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
UPLAND AVENUE
0.50%0.50%
R O
W
34MUP_CL
STA 112+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
BOX CULVERT
PROP 6'X2'
CULVERT 01
WATER
PROP 12"
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
UPLAND AVENUE
WATER
EXIST 12"
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
UPLAND AVENUE
DUCT BANK
EXIST AT&T
0.50% 0.50%
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:4
:5
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
STA 112+01.47
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
UPLAND AVENUE
WATER
EXIST 12"
WATER
PROP 12"
BOX CULVERT
PROP 6'X2'
CULVERT 01
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
UPLAND AVENUE
DUCT BANK
EXIST AT&T
0.50%0.50%
34MUP_CL
.4
.8
O
.4
.5
O
STA 112+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
EXIST 12"
WATER
PROP 12"
BOX CULVERT
PROP 6'X2'
CULVERT 01
DUCT BANK
EXIST AT&T
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
UPLAND AVENUE
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
UPLAND AVENUE
0.50%0.50%
WATER
EXIST 12"
WATER
PROP 12" DUCT BANK
EXIST AT&T
BOX CULVERT
PROP 6'X2'
CULVERT 01
34MUP_CL
.2
.5
O
.1
.5
O
.8
.5
O
.5
.5
O
.3
O
1.50% 0.61% 0.61% 1.50%
STA 113+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.2
.3
O
.4
O
.4
O
O
WR
O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:4
:5
P
M
KHA NO.: 063126043
9/2/2025
F-928
WATER
EXIST 12"
WATER
PROP 12"
DUCT BANK
EXIST AT&T
SEWER
EXIST 12"
34MUP_CL
.9
.5
O
.8
.5
O
.4
.5
O
.2
.7
O
.3
.7
O
.3
.7
O
.1
O
.1
.5
O
:1
1:
1.50% 0.95% 0.95% 1.50% 6:1
STA 113+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.2
.8
O
.2
O
.2
O
WR
O
W
WATER
PROP 12"
DUCT BANK
EXIST AT&T
WATER
EXIST 12"
SEWER
EXIST 12"
PIPE CULVERTS
PROP 2-18" ARCH
CULVERT 03
34MUP_CL
.6
.5
O
.4
.5
O
.1
.5
O
.8
.7
O
.1
.7
O
.1
.7
O
.9
O
.8
.5
O
1:
1.50% 1.29% 1.29% 1.50% 4:1
STA 114+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.0
.7
O
.0
O
.0
O
W
R O
W
WATER
EXIST 12"
WATER
PROP 12"
DUCT BANK
EXIST AT&T
DRIVEWAY
SEWER
EXIST 12"
34MUP_CL
.3
.5
O
.1
.5
O
.7
.7
O
.9
.7
O
.9
.7
O
.7
O
.4
.5
O
1:
1.50% 1.63% 1.63%
STA 114+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.8
O
.8
O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:4
:5
P
M
KHA NO.: 063126043
9/2/2025
F-928
WATER
EXIST 12"
WATER
PROP 12"
DUCT BANK
EXIST AT&T
DRIVEWAY
SEWER
EXIST 12"
34MUP_CL
.2
.5
O
.0
.5
O
.6
.7
O
.8
.7
O
.8
.7
O
.6
O
.3
.5
O
1:
1.50% 1.73% 1.73%
STA 114+65.63
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.7
O
.7
O
W
R O
W
WATER
EXIST 12"
WATER
PROP 12"
DUCT BANK
EXIST AT&T
SEWER
EXIST 12"
34MUP_CL
.0
.5
O
.8
.5
O
F F
.5
.5
O
.3
.7
O
.7
.7
O
.7
.7
O
.4
O
.1
.5
O
2:
1.50% 1.97% 1.97% 1.50% 3:1
STA 115+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.1
.2
O
.6
O
.6
O
W
R O
W
WATER
EXIST 12"
WATER
PROP 12"
DUCT BANK
EXIST AT&T
ALLEY
SEWER
EXIST 12"
BOX CULVERT
PROP 4'X3'
CULVERT 04
34MUP_CL
.8
.5
O
.6
.2
O
F F
.3
.5
O
.2
O
2.00% 2.00% 1.50% 3:1
STA 115+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.2
.1
O
.4
O
.4
O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:0
P
M
KHA NO.: 063126043
9/2/2025
F-928
WATER
EXIST 12"
WATER
PROP 12"
DUCT BANK
EXIST AT&T
ALLEY
SEWER
EXIST 12"
BOX CULVERT
PROP 4'X3'
CULVERT 04
34MUP_CL
.7
.5
O
.6
.9
O
F F
.3
.5
O
.2
O
STA 115+56.33
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.2
.1
O
.4
O
.3
O
W
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
34MUP_CL
.6
.5
O
.4
.7
O
.1
.5
O
.3
.0
O
.3
.0
O
.0
O
.8
.7
O
2:
1.50% 2.00% 2.00% 1.50% 3:1
STA 116+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.8
.0
O
.2
O
.2
O
.1
.4
O
W
R O
W
34MUP_CL
.4
.5
O
.3
.2
O
.9
.5
O
.6
.2
O
.0
O
.1
.5
O
.1
.5
O
1:
1.50% 2.00% 2.00% 1.50% 3:1
STA 116+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
.2
.5
O
.9
.3
O
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
R O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:0
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.2
.5
O
.2
.7
O
.8
.5
O
.9
.0
O
2.00% 2.00% 1.50% 3:1
STA 116+79.45
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
DRIVEWAY
BOX CULVERT
PROP 4'X3'
CULVERT 05
.8
.4
O
W
R O
W
34MUP_CL
.2
.5
O
.1
.7
O
.7
.5
O
.8
O
STA 117+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
DRIVEWAY
.6
.2
O
W
R O
W
34MUP_CL
.0
.5
O
.0
.5
O
.5
.5
O
.3
.5
O
.6
.0
O
.7
.7
O
.7
.7
O
1:
1.50% 2.00% 2.00% 1.50% 3:1
STA 117+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
.3
.7
O
.1
.3
O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:0
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.8
.5
O
.8
.5
O
.3
.5
O
.1
.5
O
.4
O
.5
.7
O
.5
.7
O
1:
1.50% 2.00% 2.00% 1.50% 3:1
STA 118+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
.0
.7
O
.0
.4
O
W
R O
W
34MUP_CL
.6
.5
O
.6
.5
O
.3
.0
O
2.00% 2.00%
STA 118+26.11
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
BOX CULVERT
PROP 4'X3'
CULVERT 06
DRIVEWAY ALLEYR
O
W
34MUP_CL
.6
.5
O
.6
.5
O
.2
O
STA 118+34.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
DRIVEWAY
BOX CULVERT
PROP 4'X3'
CULVERT 06
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
ALLEY
WATER
EXIST 8"
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:0
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.6
.5
O
.6
.5
O
.1
.5
O
.2
O
2.00% 2.00% 1.50% 6:1
STA 118+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
3300 3300
DRIVEWAY
BOX CULVERT
PROP 4'X3'
CULVERT 06
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.9
.3
O
W
R O
W
34MUP_CL
.4
.5
O
.4
.5
O
.9
.5
O
.5
.5
O
.0
O
.1
.7
O
.1
.7
O
2:
1.50% 2.00% 2.00% 1.50% 6:1
STA 119+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.6
.7
O
.1
.7
O
W
R O
W
34MUP_CL
.2
.5
O
.5
.5
O
.8
O
.9
.7
O
.9
.7
O
1:
1.50% 2.00%
STA 119+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
TIFFIN AVENUE
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.9
.7
O
2.00%
O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:0
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.0
.5
O
.4
.5
O
.7
.0
O
.8
.7
O
.8
.7
O
1:
1.50% 2.00%
STA 119+77.16
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
TIFFIN AVENUE
WATER
EXIST 8"
.7
.7
O
O
W
34MUP_CL
.0
.5
O
.6
O
STA 120+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
DRIVEWAY
BOX CULVERT
PROP 4'X3'
CULVERT 08 WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
TIFFIN AVENUE
WATER
EXIST 8"
2.00% R
O W
34MUP_CL
.9
.5
O
.6
O
STA 120+04.35
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
DRIVEWAY
BOX CULVERT
PROP 4'X3'
CULVERT 08 WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
TIFFIN AVENUE
WATER
EXIST 8"
2.00%
R O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/7
/2
:4
:3
A
M
KHA NO.: 063126043
2/7/2025
F-928
34MUP_CL
.8
.5
O
.8
.5
O
.3
.5
O
.1
.5
O
.4
O
.5
.7
O
.5
.7
O
1:
1.50% 2.00% 2.00% 1.50% 4:1
STA 120+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.9
.7
O
.5
.1
O
W
R O
W
34MUP_CL
.5
.5
O
.5
.5
O
.9
.5
O
.2
O
.3
.7
O
.3
.7
O
1:
1.50% 2.00% 2.00%
STA 121+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
ALLEY
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T WATER
EXIST 8"
.3
.7
O
W
34MUP_CL
.5
.5
O
.5
.5
O
.8
.5
O
.1
O
.2
.7
O
.2
.7
O
1:
1.50% 2.00% 2.00%
STA 121+08.76
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
ALLEY
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.3
.7
O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/7
/2
:4
:3
A
M
KHA NO.: 063126043
2/7/2025
F-928
34MUP_CL
.3
.5
O
.3
.5
O
.8
.5
O
.6
.5
O
.9
.0
O
.9
.7
O
.9
.7
O
1:
1.50% 2.00% 2.00% 1.50%
STA 121+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
.0
.7
O
.1
.0
O
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
R O
W
R O
W
34MUP_CL
.9
.5
O
.9
.5
O
.5
.5
O
.2
.5
O
.5
O
.5
.7
O
.5
.7
O
1:
1.50% 2.00% 2.00% 1.50%
STA 122+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.7
.8
O
.6
.7
O
W
R O
W
34MUP_CL
.5
.5
O
.0
.5
O
.1
O
2.00% 1.50%
STA 122+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
BOX CULVERT
PROP 8'X3'
CULVERT 09
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
SARATOGA AVENUE
WATER
EXIST 8"
2.00%
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/7
/2
:4
:3
A
M
KHA NO.: 063126043
2/7/2025
F-928
34MUP_CL
.4
.5
O
.0
.5
O
.1
O
STA 122+56.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
BOX CULVERT
PROP 8'X3'
CULVERT 09
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
SARATOGA AVENUE
WATER
EXIST 8"
2.00%
R O
W
34MUP_CL
.0
.5
O
.0
.5
O
.6
.5
O
.4
.5
O
.7
O
.6
.7
O
.6
.7
O
1:
1.50% 2.00% 2.00% 1.50%
STA 123+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.6
.7
O
W
R O
W
34MUP_CL
.6
.5
O
.6
.5
O
.1
.5
O
.9
.5
O
.2
O
.1
.7
O
.1
.7
O
1:
1.50% 2.00% 2.00% 1.50%
STA 123+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.2
.7
O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/7
/2
:4
:3
A
M
KHA NO.: 063126043
2/7/2025
F-928
34MUP_CL
.1
.5
O
.1
.5
O
.7
.5
O
.5
.5
O
.8
O
.7
.7
O
.7
.7
O
1:
1.50% 2.00% 2.00% 1.50%
STA 124+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.0
.7
O
W
R O
W
34MUP_CL
.7
.5
O
.7
.5
O
.2
.5
O
.9
.5
O
.3
O
.2
.7
O
.2
.7
O
1:
1.50% 2.00% 2.00% 1.50%
STA 124+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.6
.7
O
W
R O
W
34MUP_CL
.2
.5
O
.2
.5
O
.8
.5
O
.6
.5
O
.9
O
.8
.7
O
.8
.7
O
1:
1.50% 2.00% 2.00% 1.50%
STA 125+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.0
.7
O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/7
/2
:4
:4
A
M
KHA NO.: 063126043
2/7/2025
F-928
34MUP_CL
.8
.5
O
.8
.5
O
.3
.5
O
.1
.5
O
.4
O
.3
.7
O
.3
.7
O
1:
1.50% 2.00% 2.00% 1.50%
STA 125+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.7
.3
O
.6
.7
O
W
R O
W
34MUP_CL
.3
.5
O
.3
.5
O
.9
.5
O
.0
O
STA 126+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
DRIVEWAY
BOX CULVERT
PROP 8'X3'
CULVERT 11 WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
R O
W
R O
W
34MUP_CL
.2
.5
O
.2
.5
O
.8
.5
O
.8
O
STA 126+15.96
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
DRIVEWAY
BOX CULVERT
PROP 8'X3'
CULVERT 11 WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
R O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/7
/2
:4
:4
A
M
KHA NO.: 063126043
2/7/2025
F-928
34MUP_CL
.9
.5
O
.9
.5
O
.4
.5
O
.5
O
STA 126+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
DRIVEWAY
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
R O
W
R O
W
34MUP_CL
.4
.5
O
.4
.5
O
.0
.5
O
.8
.5
O
.1
O
.0
.7
O
.0
.7
O
1:
1.50% 2.00% 2.00% 1.50%
STA 127+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.1
.7
O
.3
.3
O
W
R O
W
34MUP_CL
.0
.5
O
.0
.5
O
.5
.5
O
.3
.5
O
.6
O
.5
.7
O
.5
.7
O
1:
1.50% 2.00% 2.00% 1.50%
STA 127+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
.8
.7
O
.0
.3
O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/7
/2
:4
:4
A
M
KHA NO.: 063126043
2/7/2025
F-928
34MUP_CL
.5
.5
O
.5
.5
O
.1
.5
O
.2
O
STA 128+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
DRIVEWAY
BOX CULVERT
PROP 8'X3'
CULVERT 12
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
R O
W
R O
W
34MUP_CL
.3
.5
O
.3
.5
O
.8
.5
O
.9
O
STA 128+30.94
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
DRIVEWAY
BOX CULVERT
PROP 8'X3'
CULVERT 12
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
R
O W
R O
W
34MUP_CL
.1
.5
O
.1
.5
O
.7
O
STA 128+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
DRIVEWAY
BOX CULVERT
PROP 8'X3'
CULVERT 12
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
WATER
EXIST 8"
ALLEY
R O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:2
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.9
.5
O
.9
.5
O
.3
.5
O
.6
O
.5
.7
O
.5
.7
O
1:1 1:
1.50% 2.00% 2.00%
STA 128+66.67
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
ALLEY
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.0
.7
O
W
R O
W
34MUP_CL
.6
.5
O
.6
.5
O
.2
.5
O
.0
.5
O
.3
O
.2
.7
O
.2
.7
O
1.50% 2.00% 2.00% 1.50% 6:1
STA 129+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
.7
.7
O
.7
.7
O
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
R
O W
R O
W
34MUP_CL
.2
.5
O
.6
.5
O
.9
O
.8
.7
O
.8
.7
O
1.50% 2.00%
STA 129+42.29
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
.3
.7
O
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
ROCHESTER AVENUE
2.00%
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:2
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.2
.5
O
.5
.5
O
.8
O
.7
.7
O
.7
.7
O
4:1 4:1 1:
1.50% 2.00%
STA 129+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
ROCHESTER AVENUE
2.00%
.2
.7
O
W
34MUP_CL
.7
.5
O
.7
.5
O
.3
.5
O
.1
.5
O
.4
O
.3
.7
O
.3
.7
O
1.50% 2.00% 2.00% 1.50% 4:1
STA 130+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.4
.0
O
.9
.7
O
W
R O
W
34MUP_CL
.3
.5
O
.3
.5
O
.8
.5
O
.6
.5
O
.9
O
.8
.7
O
.8
.7
O
1.50% 2.00% 2.00% 1.50% 3:1
STA 130+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.1
.1
O
.5
.7
O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:2
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.8
.5
O
.8
.5
O
.2
.5
O
.5
O
.4
.7
O
.4
.7
O
1.50% 2.00% 2.00%
STA 131+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
ALLEY
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.1
.7
O
W
34MUP_CL
.8
.5
O
.8
.5
O
.1
.5
O
.4
O
.3
.7
O
.3
.7
O
1.50% 2.00% 2.00%
STA 131+08.37
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
3290 3290
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
ALLEY
.0
.7
O
W
34MUP_CL
.4
.5
O
.9
.5
O
.0
O
2.00% 1.50% 3:1
STA 131+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DRIVEWAY
BOX CULVERT
PROP 8'X3'
CULVERT 13
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
2.00%
.8
.0
O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:2
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.1
.5
O
.6
.5
O
.7
O
STA 131+86.66
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
.8
.0
O
DRIVEWAY
BOX CULVERT
PROP 8'X3'
CULVERT 13
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
2.00%
R O
W
R O
W
34MUP_CL
.9
.5
O
.5
.5
O
.6
O
STA 132+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DRIVEWAY
BOX CULVERT
PROP 8'X3'
CULVERT 13
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.8
.3
O
O W
R O
W
34MUP_CL
.5
.5
O
.0
.5
O
.1
O
2.00% 1.50% 3:1
STA 132+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DRIVEWAY
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.0
.3
O
O
W
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:2
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.0
.5
O
.0
.5
O
.6
.5
O
.4
.5
O
.7
O
.6
.7
O
.6
.7
O
1:
1.50% 2.00% 2.00% 1.50% 3:1
STA 133+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.8
.0
O
.6
.7
O
W
R O
W
34MUP_CL
.7
.5
O
.7
.5
O
.2
.5
O
.0
.5
O
.3
O
.1
.7
O
.1
.7
O
1.50% 2.00% 2.00% 1.50% 3:1
STA 133+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.0
.7
O
.6
.7
O
W R O
W
34MUP_CL
.4
.5
O
.4
.5
O
.0
.5
O
.1
O
STA 133+91.85
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DRIVEWAY
BOX CULVERT
PROP 8'X3'
CULVERT 14
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.5
.0
O
W R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:3
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.4
.5
O
.4
.5
O
.0
.5
O
.0
O
STA 134+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DRIVEWAY
BOX CULVERT
PROP 8'X3'
CULVERT 14
WATER
EXIST 12"
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.5
.0
O
W R O
W
34MUP_CL
.3
.5
O
.3
.5
O
.6
.5
O
.9
O
.3
.7
O
.3
.7
O
1:
1.50% 2.00% 2.00%
STA 134+40.67
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
.9
.7
O
ALLEY
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
R O
W
34MUP_CL
.2
.5
O
.2
.5
O
.6
.5
O
.9
O
.2
.7
O
.2
.7
O
1:
1.50% 2.00% 2.00%
STA 134+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
ALLEY
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.8
.7
O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:3
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.1
.5
O
.1
.5
O
.7
.5
O
.5
.5
O
.8
O
.0
.8
O
.1
.5
O
3:1 3:1
1.50% 2.00% 2.00% 1.50% 3:1
STA 135+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.9
.1
O
.1
.5
O
W R O
W
34MUP_CL
.0
.5
O
.0
.5
O
.4
.5
O
.7
O
1.50% 2.00% 2.00%
STA 135+48.10
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
SHEET FOR MORE INFORMATION
*SEE EARTH CHANNEL DETAIL
PROP EARTH CHANNEL
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
ALLEY
R O
W
34MUP_CL
.0
.5
O
.0
.5
O
.4
.5
O
.7
O
STA 135+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
SHEET FOR MORE INFORMATION
*SEE EARTH CHANNEL DETAIL
PROP EARTH CHANNEL
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
ALLEY
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:3
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.9
.5
O
.9
.5
O
.5
.5
O
.8
.5
O
F F
.6
O
STA 136+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
SHEET FOR MORE INFORMATION
*SEE EARTH CHANNEL DETAIL
PROP EARTH CHANNEL
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.5
.6
O
W R O
W
34MUP_CL
.8
.5
O
.8
.5
O
.4
.5
O
.2
.5
O
.5
O
1.50% 2.00% 2.00% 1.50% 3:1
STA 136+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
SHEET FOR MORE INFORMATION
*SEE EARTH CHANNEL DETAIL
PROP EARTH CHANNEL
WATER
PROP 12"
SEWER
EXIST 12" DUCT BANK
EXIST AT&T
.3
.2
O
W R O
W
34MUP_CL
.7
.5
O
.7
.5
O
.3
.5
O
.1
.5
O
.4
O
1.50% 2.00% 2.00% 1.50% 3:1
STA 137+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
.9
.2
O
SHEET FOR MORE INFORMATION
*SEE EARTH CHANNEL DETAIL
PROP EARTH CHANNEL
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
R O
W R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:3
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.6
.5
O
.0
.5
O
.3
O
1.50% 2.00%
STA 137+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
SHEET FOR MORE INFORMATION
*SEE EARTH CHANNEL DETAIL
PROP EARTH CHANNEL
WATER
PROP 12" SEWER
EXIST 12" DUCT BANK
EXIST AT&T
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
QUINCY AVENUE
2.00%
R O
W
34MUP_CL
.6
.5
O
.9
.5
O
.2
O
STA 137+77.69
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
SHEET FOR MORE INFORMATION
*SEE EARTH CHANNEL DETAIL
PROP EARTH CHANNEL
WATER
PROP 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
QUINCY AVENUE
2.00%
WATER
EXIST 12"
R O
W
34MUP_CL
.5
.5
O
.9
.5
O
.2
O
STA 138+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
SHEET FOR MORE INFORMATION
*SEE EARTH CHANNEL DETAIL
PROP EARTH CHANNEL
WATER
PROP 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
INFORMATION
PROFILE SHEETS FOR MORE
*SEE INTERSECTION PLAN AND
QUINCY AVENUE
WATER
EXIST 12"
2.00%
R O
W
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:3
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.4
.5
O
.4
.5
O
.3
.5
O
F F
.1
O
STA 138+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
SHEET FOR MORE INFORMATION
*SEE EARTH CHANNEL DETAIL
PROP EARTH CHANNEL
WATER
PROP 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
BOX CULVERTS
PROP 3-6'X2'
CULVERT 15
WATER
EXIST 12"
R O
W R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.5
.5
O
.5
.5
O
.2
O
STA 138+91.30
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
PROP 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
DRIVEWAY
WATER
EXIST 12"
R O
W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.6
.5
O
.6
.5
O
.2
.9
O
.2
.0
O
2.00% 2.00% 8:1 4:1 1.00%
STA 139+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
PROP 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
DRIVEWAY
WATER
EXIST 12"
R O
W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:3
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.7
.5
O
.7
.5
O
F F
.5
.9
O
.0
.5
O
.3
.0
O
9.79% 1.50% 2.00% 2.00% 6:1 5:1 1.00%
STA 139+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DUCT BANK
EXIST AT&T
SEWER
EXIST 12"WATER
PROP 12"
WATER
EXIST 12"
E L
.2
O F
F
.5 1R O
W R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.9
.5
O
.9
.5
O
.9
.9
O
.2
.5
O
.5
O
7:1 1.50% 2.00% 2.00% 6:1 9:1 1.00%
STA 140+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DUCT BANK
EXIST AT&T
SEWER
EXIST 12"WATER
PROP 12"
WATER
EXIST 12"
E
L
.9
O F
F
.9 1R O
W R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.0
.5
O
.0
.5
O
.5
.9
O F
F .3
.5
O
.6
O
2.14%
1.50% 2.00% 2.00% 6:1 4.24% 1.00%
STA 140+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DUCT BANK
EXIST AT&T
SEWER
EXIST 12"WATER
PROP 12"
WATER
EXIST 12"
E L
.8
O F
F
.5
R O
W R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:4
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.1
.5
O
.1
.5
O
.3
.9
O F
F .4
.5
O
.7
O
1.50% 2.00% 2.00% 6:1 2.05% 1.00%
STA 141+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DUCT BANK
EXIST AT&T
SEWER
EXIST 12"WATER
PROP 12"
WATER
EXIST 12"
E L
.2
O F
F
.5 7R
O W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.0
.5
O
.0
.5
O
.2
.9
O F
F .6
O
6:1 8:1 1.50% 2.00% 2.00% 6:1 1.64% 1.00%
STA 141+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DUCT BANK
EXIST AT&T
SEWER
EXIST 12"WATER
PROP 12"
WATER
EXIST 12"
E L
.4
O F
F
.5 8R
O W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.9
.5
O
.9
.5
O
.1
.9
O F
F .2
.5
O
.5
O
5.01% 0.57% 1.50% 2.00% 2.00% 6:1 1.05% 1.00%
STA 142+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DUCT BANK
EXIST AT&T
SEWER
EXIST 12"WATER
PROP 12"
WATER
EXIST 12"
E L
.6
O F
F
.5
R O
W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:4
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.8
.5
O
.8
.5
O
.0
.9
O F
F
.4
O
2.00% 2.00% 6:1 1.38% 1.00%
STA 142+46.36
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280DRIVEWAY
DUCT BANK
EXIST AT&T
SEWER
EXIST 12"WATER
PROP 12"WATER
EXIST 12"
R O
W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.8
.5
O
.8
.5
O
.0
.9
O
F F
.4
O
2.00% 2.00% 6:1 1.46% 1.00%
STA 142+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280DRIVEWAY
DUCT BANK
EXIST AT&T
SEWER
EXIST 12"WATER
PROP 12"WATER
EXIST 12"
R O
W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.7
.5
O
.7
.5
O
.5
.5
O
F F
.3
.0
O
STA 143+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
DUCT BANK
EXIST AT&T
SEWER
EXIST 12"WATER
PROP 12"WATER
EXIST 12"
BOX CULVERTS
PROP 4-8'X3'
CULVERT 16
R O
W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:4
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.7
.5
O
.7
.5
O
.3
.9
O F
F .0
.5
O
.3
O
1.31% 6:1
1.50% 2.00% 2.00% 6:1 6:1 1.00%
STA 143+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
PROP 12"WATER
EXIST 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
E L
.8
O F
F
.6 1R O
W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.8
.5
O
.8
.5
O
.6
.9
O
.1
.5
O
.4
O
3:1 4:1 1.50% 2.00% 2.00% 4:1 7:1
1.00%
STA 144+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
PROP 12"WATER
EXIST 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
E L
.9
O F
F
.6 1R
O W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.9
.5
O
.9
.5
O
.8
.9
O
.2
.5
O
.5
O
1.50% 2.00% 2.00% 4:1 7:1
1.00%
STA 144+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
PROP 12"WATER
EXIST 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
E L
.0
O F
F
.6
R O
W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:4
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.0
.5
O
.0
.5
O
.6
.9
O
.3
.5
O
.6
O
4:1
1.50% 2.00% 2.00% 4:1 9:1 1.00%
STA 145+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
PROP 12"WATER
EXIST 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
E L
.5
O F
F
.6
R O
W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.1
.5
O
.1
.5
O
.4
.9
O
F F
.4
.5
O
.7
O
1.50% 2.00% 2.00% 4:1
7.23% 1.00%
STA 145+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
PROP 12"WATER
EXIST 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
E L
.8
O F
F
.6
R O
W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
34MUP_CL
.1
.5
O
.1
.5
O
.2
.9
O F
F .3
.5
O
.7
O
1.50% 2.00% 2.00% 5:1
2.32% 1.00%
STA 146+00.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
PROP 12"WATER
EXIST 12"
SEWER
EXIST 12"
DUCT BANK
EXIST AT&T
E L
.7
O F
F
.6
R O
W
R O
W
P E
D E
S T
R
IA
N A
C C
E S
S E
S M
T
WATER LINE REMOVAL AND ABANDONMENT.
2. SEE UTILITY RELOCATION SHEETS FOR LIMITS OF EXISTING
UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY IN FIELD.
DRAWN: LS
CHECKED: TW
UPLAND AVE TO MILWAUKEE AVE
34TH STREET RECONSTRUCTION
0' 20'10'
HORIZONTAL 1" = 20'
VERTICAL 1" = 20'
THEY ARE ONLY TO SUPPORT PLAN SHEETS NOT TO OVERRIDE THEM.
IN FIELD MAY VARY. CROSS SECTIONS NOT INTENDED TO BE USED FOR CONSTRUCTION,
CROSS SECTIONS BASED ON AVAILABLE TOPOGRAPHIC INFORMATION. SOME FEATURES
F
IL
E
D A
T E c p w
\k h
\d
\3
M
U P
X
S .d g n
/2
/2
:5
:4
P
M
KHA NO.: 063126043
9/2/2025
F-928
34MUP_CL
.9
.5
O
.9
.5
O
.5
.9
O
.2
.5
O
.5
O
4:1 5:1 1.50% 2.00% 2.00% 6:1 5.29% 1.00%
STA 146+50.00
-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1203240 3240
3250 3250
3260 3260
3270 3270
3280 3280
WATER
PROP 12"WATER
EXIST 12"
SEWER
EXIST 12"
DU…
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