Attachment 0005 Project 2023-0739 Repair Davenport End of Government Bridge Final Plans 5-9-23_.pdf
PDF 15 MB Posted
- Attached to
- Repair Davenport End of Government Bridge
- Solicitation number
- W519TC-23-R-2054
About this file
This document outlines a federal contract opportunity for repair work on the Davenport End of Government Bridge. The solicitation number is W519TC-23-R-2054 and is being issued by the Department of the Army Materiel Command Contracting Command Rock Island Arsenal. The opportunity involves final plans dated May 9, 2023 for repairing the Davenport End of Government Bridge. A file containing the 15MB final plans is attached. The response due date and anticipated award date are not specified. The contract is for bridge repair services to be provided to the Department of the Army Materiel Command Contracting Command Rock Island Arsenal.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
A.01
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
C T
N
O
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
R O
K
I S
L A
D
A
S
E N
A L
D I R
E C
T O
R A
E
F
P
U B
L
W
R
K S
R O
L A
N D
L
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
B
Y
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
G
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
C O
V E
R
S
H E
E T
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
PLANS OF PROPOSED IMPROVEMENT ON THE
ROCK ISLAND ARSENAL
ROCK ISLAND, ILLINOIS
REPAIR DAVENPORT END OF GOVERNMENT BRIDGE
PROJECT NUMBER: 2023-0739
NORTH
NO SCALE
UTILITY NOTE
The location of the existing utilities are shown on the plans for information only and represents the best knowledge of the engineer. It shall be the contractor's responsibility to verify all utility locations during construction.
R O
L A
S
E N
A L
R E
P A
V
E N
P O
G O
V E
R N
M E
I D
G E
P R
O J E
U M
B E
R
TOTAL SHEETS: 17
Note:
The 2023 Statewide Urban Design and
Specifications (SUDAS) shall apply to construction on this project
The SUDAS design specfications may be download at https://iowasudas.org/manuals/specifications-manual/
I O
R
E E
T
E 2ND ST
A
I R
E
S
T R
E E
T
CONSTRUCTION PROJECT AREA
E
A
V
I O
R
E E
T
E
A
V
G
O
V
E
R
N
M
E
I
D
G
E
M
I
S
S
I
S
S
I
P
P
V
E
R
IOWA ONE CALL
FOR UTILITIES-CONTACT
ONE CALL
IOWA
800 / 292-8989
TOLL FREE
CALL-BEFORE-YOU-DIG
CITY OF DAVENPORT
DAVENPORT PUBLIC WORKS
1200 E 46TH ST
DAVENPORT, IOWA 52807
563-326-7923
ROCK ISLAND ARSENAL
DEPARTMENT OF PUBLIC WORKS
BUILDING 102, 1ST FLOOR
ROCK ISLAND, IL 61299
309-782-2387
Gas
MID AMERICAN ENERGY
2811 5TH AVE
ROCK ISLAND, IL 61201
QCGov@midamerican.com
CONTACT: PAUL SWANSON
ELECTRIC
MIDAMERICAN ENERGY COMPANY
106 E. 2ND STREET
DAVENPORT, IA 52801
QCGov@midamerican.com
CONTACT: NICK BENHART
TELEPHONE
CENTURY LINK
528 MAIN STREET
DAVENPORT, IA 52801
CONTACT: TONY GLESSNER
CABLE
MEDIACOM
3900 26TH AVENUE
MOLINE, IL 61265
CABLE T.V.: MITCH HANCOCK
(309) 743-4750
(800) 824 6047 (REPAIRS)
SANITARY
CITY OF DAVENPORT
1200 E 46TH ST
DAVENPORT, IA 52807
ENGINEERING:
(563) 326-7423
CONTACT: RON HOCKER (SEWERS)
WATER
IOWA AMERICAN WATER Co.
5201 GRAND AVENUE
DAVENPORT, IA 52805
WATER: JULIE DUBOIS-ALLENDER
(563) 468-9222
FIBER OPTIC
WINDSTREAM
MARTHA'S WAY
HIAWATHA, IA 52233
TELE: TERRY BURKE
(563) 533-3218
CITY OF DAVENPORT FIRE DEPARTMENT
331 SCOTT STREET
DAVENPORT, IA 52801
(563) 326-7923
UTILITY CONTACTS
Utility Location Service (Iowa One Call) (800) 292-8989
O
F
B.01
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
T Y
P I C
O
S S
S E
C T
I O
N S
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
13'13'2.5'11.3' 13' 13' 2.5' VARIES 5'
57'
TYP. PROPOSED CROSS SECTION
E 2ND STREET
STA 0+00.00 TO STA 1+69.00
ROAD
NOTE:
MAINLINE JOINTING:
TRANSVERSE JOINTS: CD AT 15' SPACING
CURB JOINTING:
LONGITUDINAL JOINT NOT REQUIRED WHEN
DISTANCE FROM BACK OF CURB TO NEAREST JOINT
IS LESS THAN 15'
-SINGLE POUR: L-2
-STAGED: L-2 OR BT-3 DEPENDING ON SITUATION
-TRANSVERSE: CD AT 15' SPACING
SEE SUDAS FIGURE 7010.101 (JOINTS) FOR DETAILED
INFORMATION.
ALL DISTURBED GREEN SPACE AREAS TO RECEIVE 6"
OF TOPSOIL AND HYDRAULIC SEED AND FERTILIZER.
THE DESIGN TYPICAL IS FOR APPROXIMATE
REFERENCE AND ESTIMATING PURPOSES. ALL
DISTANCES, SLOPES AND GRADES VARY. THE
CONTRACTOR IS REQUIRED TO USE SURVEY DATA IN
THE FIELD FOR PRECISE INFORMATION.
THIS TYPICAL CROSS SECTION IS MODELED AFTER
STATION 0+00.00
SEE SUDAS FIGURE 7010.102 FOR CURB DETAILS.
WB TRAVEL LANEWB TRAVEL LANE
EB TRAVEL LANE EB TRAVEL LANE
6" STAND. CURB & GUTT
SLOPE VARIES SLOPE VARIES
"KT-2" JOINT P.C.C. PAVEMENT, 9"
MODIFIED SUBBASE, 12"
PLACE STAMPED P.C.C. SIDEWALK PAVEMENT, 6", RED,
WITH 6"X6" WELDED WIRE FABRIC
ON MODIFIED SUBBASE, 6"
P.C.C. SIDEWALK PAVEMENT, 6"
WITH 6"X6" WELDED WIRE FABRIC
ON MODIFIED SUBBASE, 6"P.C.C. SIDEWALK PAVEMENT, 6"
WITH 6"X6" WELDED WIRE FABRIC
ON MODIFIED SUBBASE, 6"
6" STAND. CURB & GUTT
SCALE:1" = 7.5'
TYP. PROPOSED CROSS SECTION
LE CLAIRE STREET
STA 0+00.00 TO STA 1+66.45
ROAD
NOTE:
MAINLINE JOINTING:
TRANSVERSE JOINTS: CD AT 15' SPACING MAX
CURB JOINTING:
LONGITUDINAL JOINT NOT REQUIRED WHEN
DISTANCE FROM BACK OF CURB TO NEAREST JOINT
IS LESS THAN 15'
-SINGLE POUR: L-2
-STAGED: L-2 OR BT-3 DEPENDING ON SITUATION
-TRANSVERSE: CD AT 15' SPACING MAX
ALL DISTURBED GREEN SPACE AREAS TO RECEIVE 6"
OF TOPSOIL AND HYDRAULIC SEED AND FERTILIZER.
THE DESIGN TYPICAL IS FOR APPROXIMATE
REFERENCE AND ESTIMATING PURPOSES. ALL
DISTANCES, SLOPES AND GRADES VARY. THE
CONTRACTOR IS REQUIRED TO USE SURVEY DATA IN
THE FIELD FOR PRECISE INFORMATION.
THIS TYPICAL CROSS SECTION IS MODELED AFTER
STATION 0+00.00
SEE SUDAS FIGURE 7010.102 FOR CURB DETAILS AND
FIGURE 7010.101 FOR JOINT DETAILS.
2.5' 15' 14' 2.5'12.6' 13'
SB TRAVEL LANE
NB TRAVEL LANE
6" STAND. CURB & GUTT SLOPE VARIES SLOPE VARIES
P.C.C. PAVEMENT, 9"
MODIFIED SUBBASE, 12"
6" STAND. CURB & GUTT
"KT-2" JOINT
TYP. PROPOSED CROSS SECTION
ROUNDABOUT
SCALE:1" = 7.5'
2.5' 16' 2.5' 3.5' 2.5' 69' 2.5' 3.5' 2.5' 16' 2.5'
TRAVEL LANE TRAVEL LANE
PLACE P.C.C. PAVEMENT, 6", RED,
WITH 6"X6" WELDED WIRE FABRIC
ON MODIFIED SUBBASE, 6"
6" STAND. CURB & GUTT
30" X 9" STANDARD P.C.C. PAVEMENT (TYP.)
6" STAND. CURB & GUTT (TYP.)
6" STAND. CURB & GUTT (TYP.)
6" STAND. CURB & GUTT (TYP.)
NOTE:
MAINLINE JOINTING:
TRANSVERSE JOINTS: CD AT 12.97' (13') SPACING MEASURED FROM THE CENTER OF
THE TRAVEL LANE. (15' ALONG THE OUTSIDE EDGE OF THE TRAVEL WAY.)
CURB JOINTING:
LONGITUDINAL JOINT IS REQUIRED FOR ALL CURB.
-TRANSVERSE: "BT-4" JOINT
P.C.C. PAVEMENT, 9"
ON 12" MODIFIED SUBBASE
P.C.C. PAVEMENT, 9"
ON 12" MODIFIED SUBBASE P.C.C. PAVEMENT, 9"
ON 12" MODIFIED SUBBASE P.C.C. PAVEMENT, 9"
ON 12" MODIFIED SUBBASE
NOTE (CONT):
THE INSIDE CURBS AND APRON SHALL BE SLOPED TOWARD THE
TRAVEL LANE. TYPICAL CURB SLOPE SHALL BE 2% BUT MAY
REQUIRE FIELD ADJUSTMENT BASE ON LANE SLOPE.
-SINGLE POUR: L-3
-STAGED: L-3 OR BT-4 DEPENDING ON THE SITUATION
-TRANSVERSE: CD AT 15' SPACING
ROUNDABOUT ISLAND
SCALE:1" = 9'
NOTE (CONT):
ALL DISTURBED GREEN SPACE AREAS OUTSIDE OF THE
ROUNDABOUT TO RECEIVE 6" OF TOPSOIL AND HYDRAULIC SEED
AND FERTILIZER.
THE DESIGN TYPICAL IS FOR APPROXIMATE REFERENCE AND
ESTIMATING PURPOSES. ALL DISTANCES, SLOPES AND GRADES
VARY. THE CONTRACTOR IS REQUIRED TO USE SURVEY DATA IN THE
FIELD FOR PRECISE INFORMATION.
SUBGRADE STABILIZATION POLYMER GEOGRID TYPE 2
TO BE PLACED FULL WIDTH UNDER THE MODIFIED SUBBASE LAYER
(NOT REQUIRED OUTSIDE OF CURB AND GUTTER)
SUBGRADE STABILIZATION POLYMER GEOGRID TYPE 2
TO BE PLACED FULL WIDTH UNDER THE MODIFIED SUBBASE LAYER
(NOT REQUIRED OUTSIDE OF CURB AND GUTTER)
SUBGRADE STABILIZATION POLYMER GEOGRID TYPE 2
TO BE PLACED FULL WIDTH UNDER THE MODIFIED SUBBASE LAYER
(FULL WIDTH OF CROSS SECTIONAL AREA INCLUDING ISLAND)
O
F
REFER TO THE "D" SHEETS FOR SPECIFICS
REFER TO THE "D" SHEETS FOR SPECIFICS
3" DRIVEWAY DROP CURB
30" X 9" STANDARD P.C.C. PAVEMENT (TYP.)
3" DRIVEWAY DROP CURB
30" X 9" STANDARD P.C.C. PAVEMENT (TYP.)
"BT-4" JOINT "BT-4" JOINT
"BT-4" JOINT "BT-4" JOINT
EXPANSION EXPANSION
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
ROAD
B.02
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
T Y
P I C
O
S S
S E
C T
I O
N S
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
TYP. PROPOSED CROSS SECTION
SPLITTER ISLAND
NOTE:
MAINLINE JOINTING:
TRANSVERSE JOINTS: CD AT 15' SPACING
CURB JOINTING:
LONGITUDINAL JOINT IS REQUIRED FOR ALL CURB
-SINGLE POUR: L-3
-STAGED: L-3 OR BT-4 DEPENDING ON SITUATION
-TRANSVERSE: CD AT 15' SPACING
SEE SUDAS FIGURE 7010.101 (JOINTS) FOR DETAILED
INFORMATION.
THE DESIGN TYPICAL IS FOR APPROXIMATE
REFERENCE AND ESTIMATING PURPOSES. ALL
DISTANCES, SLOPES AND GRADES VARY. THE
CONTRACTOR IS REQUIRED TO USE SURVEY DATA IN
THE FIELD FOR PRECISE INFORMATION.
SEE SUDAS FIGURE 7010.102 FOR CURB DETAILS.
SCALE:1" = 5'
TYP. PROPOSED CROSS SECTION
LE CLAIRE STREET-SIDEWALK EAST SIDE
STA 0+00.00 TO 1+66.45
NOTE:
SAW CUTS: 6' SPACING
ALL DISTURBED GREEN SPACE AREAS TO RECEIVE 6"
OF TOPSOIL AND HYDRAULIC SEED AND FERTILIZER.
THE DESIGN TYPICAL IS FOR APPROXIMATE
REFERENCE AND ESTIMATING PURPOSES. ALL
DISTANCES, SLOPES AND GRADES VARY. THE
CONTRACTOR IS REQUIRED TO USE SURVEY DATA IN
THE FIELD FOR PRECISE INFORMATION.
SIDEWALK TARGET CROSS SLOPE 1.5%. MAX CROSS
SLOPE 2%.
GRADE ADJUSTMENT MAY BE REQUIRED TO ENSURE
POSITIVE DRAINAGE.
SCALE:1" = 5'
SCALE:1" = 5'
2.5' WIDTH AND SLOPE VARIES 2.5'
MODIFIED SUBBASE, 12"
P.C.C. PAVEMENT, 9", RED
ON MODIFIED SUBBASE, 12"
CURB SLOPE 2% CURB SLOPE 2%
SUBGRADE STABILIZATION POLYMER GEOGRID TYPE 2
TO BE PLACED FULL WIDTH UNDER THE MODIFIED SUBBASE LAYER
(FULL WIDTH OF TYPICAL CROSS SECTIONAL AREA)
3" DRIVEWAY DROP CURB 3" DRIVEWAY DROP CURB
30" X 9" STANDARD P.C.C. PAVEMENT (TYP.)
6'
MODIFIED SUBBASE, 6"
P.C.C. SIDEWALK PAVEMENT, 6"
WITH 6"X6" WELDED WIRE FABRIC
ON MODIFIED SUBBASE, 6"
PLACE 6" TOPSOIL
HYDRAULIC SEED, FERT., MULCH PLACE 6" TOPSOIL
HYDRAULIC SEED, FERT., MULCH
TYP. PROPOSED CROSS SECTION
LE CLAIRE STREET-SIDEWALK WEST SIDE
STA 0+00.00 TO 1+66.45
NOTE:
SAW CUTS: 4' SPACING
ALL DISTURBED GREEN SPACE AREAS TO RECEIVE 6"
OF TOPSOIL AND HYDRAULIC SEED AND FERTILIZER.
THE DESIGN TYPICAL IS FOR APPROXIMATE
REFERENCE AND ESTIMATING PURPOSES. ALL
DISTANCES, SLOPES AND GRADES VARY. THE
CONTRACTOR IS REQUIRED TO USE SURVEY DATA IN
THE FIELD FOR PRECISE INFORMATION.
SIDEWALK TARGET CROSS SLOPE 1.5%. MAX CROSS
SLOPE 2%.
GRADE ADJUSTMENT MAY BE REQUIRED TO ENSURE
POSITIVE DRAINAGE.
4'
MODIFIED SUBBASE, 6"
P.C.C. SIDEWALK PAVEMENT, 6"
WITH 6"X6" WELDED WIRE FABRIC
ON MODIFIED SUBBASE, 6"
PLACE 6" TOPSOIL
HYDRAULIC SEED, FERT., MULCH
MATCH INTO EX.
O
F
"BT-4" JOINT
"BT-4" JOINT
C.01
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
Q U
A N
T I T
I E
S
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
O
F
C.02
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
E S
T I M
A T
E
R
E F
E R
E N
C E
I N
F O
R M
A T
I O
N
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
O
F
C.03
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
E S
T I M
A T
E
R
E F
E R
E N
C E
I N
F O
R M
A T
I O
N
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
O
F
C.04
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
E S
T I M
A T
E
R
E F
E R
E N
C E
I N
F O
R M
A T
I O
N
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
O
F
C.05
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
G E
N E
R A
L
N
O T
E S
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
1.) THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2023 EDITION OF THE STATEWIDE
URBAN DESIGN AND SPECIFICATIONS PROGRAM (SUDAS) UNLESS OTHERWISE NOTED.
2.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND
PAVED STREETS, INCLUDING ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL
VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER AND
DEPARTMENT OF PUBLIC WORKS IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO
EXISTING UTILITIES CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE
APPROXIMATE. IT IS POSSIBLE THAT THERE ARE OTHER UTILITIES WHOSE EXISTENCE IS PRESENTLY
NOT KNOWN OR SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TYPE
AND LOCATION OF UNDERGROUND UTILITIES AND TO AVOID DAMAGE THERETO. MINOR CONFLICT
WITH UNDERGROUND UTILITIES THAT ARE ABANDONED BUT NOT REMOVED BY THE OWNER OF THE
UTILITY SHALL BE REMOVED AS NECESSARY FOR THE CONSTRUCTION OF THE PROJECT BY THE
CONTRACTOR. REMOVAL SHALL BE INCIDENTAL TO THE JOB AND SHALL NOT ENTITLE THE
CONTRACTOR TO ANY EXTRA COMPENSATION.
3.) THE DEPARTMENT OF PUBLIC WORKS SHALL HAVE ACCESS TO THE PROJECT FOR CONSTRUCTION
AND TO MAKE EXTENSIONS OR ADJUSTMENTS OF SERVICES.
4.) ALL UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS
SHALL BE PROPERLY DISPOSED OF OFF-SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL
GUIDELINES.
5.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES
FOR EXCESS OR UNDESIRABLE MATERIAL. WHICH IS NOT TO BE INCORPORATED IN THE WORK
INVOLVED IN THIS PROJECT. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED
TO THESE SITES.
6.) THE CONTRACTOR SHALL PREVENT SILT AND DEBRIS FROM ENTERING STORM SEWERS AND
CULVERTS AND SHALL REMOVED ANY SUCH MATERIAL THAT ENTERS THEM.
7.) CARE SHALL BE TAKEN TO PREVENT STORM WATER FROM UNDERMINING THE PAVEMENT DURING
CONSTRUCTION. IF AREAS BECOME UNDERMINED, THEY SHALL BE REPAIRED IN A MANNER
ACCEPTABLE TO THE ENGINEER/C.O.R. REPRESENTATIVE. PRESSURE GROUTING MAY BE REQUIRED.
8.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ADJACENT STREETS FREE FROM
EXCESSIVE BUILD-UP OF SOIL AND/OR GRANULAR MATERIAL FROM THE PROJECT. THE CONTRACTOR
SHALL CLEAN EXCESS SOIL AND OTHER MATERIAL FROM THE ADJACENT STREETS AS REQUIRED BY
THE ENGINEER/C.O.R. REPRESENTATIVE. ANY DAMAGE DONE TO EXISTING STREETS SHALL BE
REPAIRED AT THE CONTRACTOR'S EXPENSE.
9.) THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT THE SPREAD OF DUST FROM THE
CONSTRUCTION AREAS AND HAUL ROUTES, WHICH INCLUDE THE APPLICATION OF WATER AS
DIRECTED BY THE ENGINEER/C.O.R. REPRESENTATIVE. THIS WORK SHALL BE CONSIDERED
INCIDENTAL TO EARTH EXCAVATION.
10.) WHEN NOT INITIATED AT AN EXISTING JOINT, REMOVAL OF EXISTING CONCRETE PAVEMENT, ASPHALT
OR CONCRETE DRIVES AND SIDEWALKS SHALL BE INITIATED WITH FULL DEPTH SAW CUTS,
EXERCISING EXTREME CARE TO AVOID SURFACE BREAKS AND SPALLING. IF SURFACE BREAKS OR
SPALLING OCCUR, ADDITIONAL REMOVAL AND REPLACEMENT SHALL BE MADE AT THE CONTRACTOR'S
EXPENSE. THE COST OF SAW CUTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF
CONSTRUCTION.
11.) SPECIAL CARE SHALL BE TAKEN FORMING AT INTERSECTIONS SO THAT THE PROFILES
AND GRADES OBTAINED ARE AS SHOWN ON THE PLANS AND GRADE SHEETS. SHORT
LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS.
12.) ALL CONCRETE SHALL UTILIZE A SUDAS MIX DESIGN AND HAVE A COMPRESSIVE
STRENGTH OF 3,500 PSI AT 14 DAYS AND 4,000 PSI AT 28 DAYS.
13.) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES
ARE ENCOUNTERED BETWEEN THE PLANS AND SPECIFICATIONS AND THE EXISTING
FIELD CONDITIONS. WORK WARRANTING A CHANGE IN SCOPE SHALL BE SUBMITTED TO
THE C.O.R. WITHIN 30 DAYS OF NOTICE OR THE CONTRACTOR WILL FORFEIT RIGHTS TO
COMPENSATION FOR THE WORK.
14.) PUMPING GROUND WATER AND/OR STORM WATER FROM OPEN TRENCHES SHALL BE
CONSIDERED INCIDENTAL TO THE CONTRACT.
15.) CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE
CONTRACTOR AND SURVEY CREW AND COMPANY SHALL BE CONSIDERED COMPETENT
AND RESPONSIBLE FOR REPORTING ANY DISCREPANCIES OR UNFORESEEN PROJECT
ERRORS BEFORE AND DURING CONSTRUCTION STAKING TO ENSURE BLUNDERS AND
MISINFORMATION IS NOT CONSTRUCTED IN THE FIELD. IF AN APPARENT ERROR IN THE
DESIGN IS DISCOVERED DURING CONSTRUCTION STAKING OF THE PROJECT, THE
CONTRACTOR AND OR SURVEY CREW AND COMPANY SHALL CEASE CONSTRUCTION
AND REPORT IT TO DPW IMMEDIATELY SO THE ERROR MAY BE CORRECTED AS SOON AS
POSSIBLE. ANY LOST WORK TIME, LABOR OR EQUIPMENT FEE WILL NOT BE PAID DURING
WORK STOPPAGE DUE TO UNFORESEEN ERROR.
16.) THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING AND MAINTAINING
ACCESS TO LOCAL BUSINESSES.
17.) ALL EXISTING STORM INFORMATION SHALL BE CONSIDERED A REFERENCE AND IS THE
RESPONSIBILITY OF THE CONTRACTOR VERIFY IN THE FIELD PRIOR TO CONSTRUCTION.
18.) THE CONTRACTING AUTHORITY RESERVES THE RIGHT TO KEEP ANY/ALL REMOVED
MATERIAL THAT INCLUDES BUT IS NOT LIMITED TO MANHOLES AND STORM SEWER PIPE.
IF THE CONTRACTING AUTHORITY ELECTS NOT TO KEEP REMOVED MATERIAL, THE
MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND IS RESPONSIBLE FOR
THE DISPOSAL/REMOVAL FROM THE PROJECT.
19.) NO OVERHAUL ON THIS PROJECT.
20.) EXPANSION MATERIAL SHALL BE FIBER BOARD WITH A TOTAL OF 1" OF TOTAL
EXPANSION BETWEEN THE BACK OF CURB AND EITHER EDGE OF THE SIDEWALK (I.E. 1”
AT BACK OF CURB, NONE AT EDGE OF SIDEWALK OR NONE AT BACK OF CURB AND 1” AT
EDGE OF SIDEWALK OR ½” AT BACK OF CURB AND ½” AT EDGE OF SIDEWALK).
GENERAL NOTES
O
F
C.06
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
S I G
N
S
C H
E D
U L
E
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
T
HANDHOLE
POWER POLE
STORM MANHOLE
HYDRANT
WATER VALVE
GAS VALVE
STORM INLET
SIGN
L E G E N D
TELEPHONE PEDESTAL
OE OE
E E
G G
T T
FOC FOC
CHAIN LINK FENCE
OVERHEAD ELECTRIC
GAS LINE
UNDERGROUND ELECTRIC
TELEPHONE LINE
FIBER OPTIC CABLE
ELECTRIC MANHOLE
TELEPHONE MANHOLE
DECIDUOUS TREE
TREE STUMP
CONTROL POINT
UNKNOWN MANHOLE
MONITORING WELL
GUY WIRE
POST/BOLLARD
TREE LINE
SOIL BORING LOCATION
SAN
ST ST
W
SANITARY SEWER
STORM SEWER
WATER LINE
TRACKS
POWER POLE W/ LIGHT
POWER POLE W/ METER
LINE CONTINUATION
CONTOUR
SANITARY MANHOLE
TRAFFIC CANTILEVER
TRAFFIC SIGNAL CONTROLLER
E
T
H
P
12"
STORM INLET
UTILITY MARKER
ADA STALL
NOTE:
1.) A 35% SHRINK FACTOR HAS BEEN ADDED TO
THE CUMULATIVE FILL VOLUMES IN THE
ABOVE TABLE.
LIGHT POLE
O
F
GUY POLE
AutoCAD SHX Text
AR
M
Y S
IG
N
FO
UNDA
TIO
N
RIM=566.17 EX
INV=554.27 (N)
INV=554.12 (NE)
P
O E
O E
OE
OE
OE
O
E O
E O
E O
E O
E
OE OE OE
OE OE
W W W W W W W
W W
SAN
SAN
SAN
SAN
SAN
0+50
1+00
1+50
1+63
CP-1
N:1768365.8860 E:2186697.0490
ELEV:566.83
58" REBAR, W/ RED WHA CAP
CP-2
N:1768304.7020 E:2186484.1720
ELEV:564.26
58" REBAR, W/ WHA RED CAP
CP-3
N:1768385.8560 E:2186342.0630
ELEV:561.49
MAG NAIL IN SIDEWALK
CP-4
N:1768562.5540 E:2186591.5490
ELEV:563.33
58" REBAR, W/ RED WHA CAP
CP-5
N:1768353.5100 E:2186596.6300
ELEV:567.46
PK NAIL
0+00 0+50 1+00 1+50 1+69
0+00
0+50
3+20
1+
1+50
2+00
2+
3+00 1+
0+
0+
1+
1+
563.62 FG
563.62 EX
EP: 1+66.45
565.59 FG
565.59 EX
Mid: 0+83.72564.08 FG564.21 EX
563562
D.01
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
E X
I S
T I N
G
F
E A
T U
R E
S
A
N D
R E
M O
V A
L S
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
N
S
W E
Feet
0 40 80
END OF PAVEMENT REMOVAL
EX. JOINT
BENCHMARK
BOLT ON HYD. IN THE WORD MUELLER
ELEV. 565.12'
BENCHMARK
BOLT ON HYD. IN THE WORD MUELLER
ELEV.=564.88'
REMOVE EX. CONC. BLOCKS
101.6 LF
BENCHMARK
SQUARE ON NE COR OR CONC SIGN BASE
ELEV.=557.03'
RELOCATE EX. "ARMY" SIGN
1 LS
℄ E 2ND ST
LE
C
LA
IR
E
S T
G O
VE
RN
M
EN
T
BR
ID
G E
(ASPHALT PAVEMENT)
(A
SP
H
AL
T
PA
VE
M
EN
T)
(P.C.C. PAVEMENT)
END OF BRIDGE
NOTES:
1.) REMOVE ALL PAVEMENT/SIDEWALK/DRIVEWAYS HIGHLIGHTED.
2.) ALL LIGHT POLES ALONG E 2ND ST SHALL REMAIN UNDISTURBED.
3.) TREES TO REMAIN AND UNDISTURBED
BEGIN REMOVE EX. SIDEWALK
REMOVE EX. HMA PAVEMENT
REMOVE EX. BLOCK SIDEWALK
REMOVE EX. P.C.C. SIDEWALK
TREE AND TREE BOXES
TO REMAIN/UNDISTURBED
END PAVEMENT REMOVAL
AT JOINT AT TOP OF STEPS
END OF SIDEWALK REMOVAL
REMOVE EX.
REMOVE EX. STREET SIGN
2 EA
REMOVE EX. STREET SIGN
1 EA
REMOVE EX. STREET SIGN
2 EAREMOVE EX. STREET SIGN
1 EA
REMOVE EX. STREET SIGN
1 EA
REMOVE EX. STREET SIGN
1 EA
BEGIN REMOVAL EX. P.C.C. SIDEWALK
END REMOVAL EX. P.C.C. SIDEWALK
END OF P.C.C. PAVEMENT REMOVAL
END PAVEMENT REMOVAL
AT JOINT AT TOP OF STEPS
BEGIN REMOVAL EX. P.C.C. SIDEWALK
BEGIN REMOVAL EX. P.C.C. SIDEWALK
PAVEMENT REMOVAL = 2,209.53 SY
SIDEWALK REMOVAL = 645.72 SY
SIDEWALK REMOVAL = 101.48 SY
PAVEMENT REMOVAL = 1712.73 SY
HATCH AREA = EX. PAVEMENT, CURB SECTIONS AND SIDEWALK
SHALL REMAIN UNDISTURBED
A
V E L L A N E
PROP. CL TRAVEL LANE ALIGNMENT
FOR REFERENCE PURPOSES ONLY
RIM=566.17 EX
INV=554.27 (N)
INV=554.12 (NE)
P
YIELD
YIELD
YIELD
O E
O E
OE
OE
OE
O
E O
E O
E O
E O
E O
E
OE OE OE
OE OE
W W W W W W W
W W
W
SAN
SAN
SAN
SAN
SAN
0+50
1+00
1+50
1+63
CP-1
N:1768365.8860 E:2186697.0490
ELEV:566.83
58" REBAR, W/ RED WHA CAP
CP-2
N:1768304.7020 E:2186484.1720
ELEV:564.26
58" REBAR, W/ WHA RED CAP
CP-3
N:1768385.8560 E:2186342.0630
ELEV:561.49
MAG NAIL IN SIDEWALK
CP-4
N:1768562.5540 E:2186591.5490
ELEV:563.33
58" REBAR, W/ RED WHA CAP
0+00 0+50 1+00 1+50 1+69
0+00
0+50
3+20
1+
1+50
2+00
2+
3+00
ARM
Y S
IG
N
FO
UNDATIO
N
1+
0+
0+
1+
1+
BP: 0+00.00
563.62 FG
563.62 EX
EP: 1+66.45
565.59 FG
565.59 EX
Mid: 0+83.72564.08 FG564.21 EX
562 563
563562
D.02
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
P R
O P
O S
T
E
P
L A
N
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
N
S
W E
Feet
0 40 80
℄ E 2ND ST
(9" P.C.C. PAVEMENT)
(12" MODIFIED SUBBASE)
LE
C
LA
IR
E
S T
(9 " P
.C .C
PA
V
EM
EN
T)
(1 " M
O D
IF
IE
D S
U B B A S E)
G O
VE
RN
M
EN
T
BR
ID
G E
BEGIN NEW 9" P.C.C. PAVEMENT
ON 12" MODIFIED SUBBASE
STA 0+00.00 (℄ E 2ND ST)
R9 8'
.0
8'
.4
4'
.4
.9
5'
STA 0+95.47
STA 1+11.09
STA 1+35.83
.2
3'
.2
3'
R5 9'
R9 8'
R9 8.
R34.50'
HATCH AREA = EX. PAVEMENT, CURB SECTIONS AND SIDEWALK
SHALL REMAIN UNDISTURBED
PLACE 6" STANDARD CURB
30" CURB & GUTT
217 LF
PLACE 6" STANDARD CURB
30" CURB & GUTT
SEE SUDAS FIG 7010.102
255 LF
PLACE 6" P.C.C. COLORED PAVEMENT
W/ 6"X6" WWF ON 6" MODIFIED SUBBASE
415.5 SY
PLACE 3.5' APRON
9" P.C.C. PAVEMENT
ON 12" MODIFIED SUBBASE
94.80 SY
5'
PLACE 6" P.C.C. SIDEWALK
W/ 6"X6" WWF
ON 6" MODIFIED SUBBASE
R98'
R98'
R98'
"CITY OF DAVENPORT" SIGN
TO REMAIN UNDISTURBED
R16.4'
PLACE 6" P.C.C. DRIVEWAY
W/ 6"X6" WWF ON
6" MODIFIED SUBBASE
PLACE DRIVEWAY DROP CURB
PLACE DRIVEWAY DROP CURB
PLACE DRIVEWAY DROP CURB
PLACE DRIVEWAY DROP CURB
EX. JOINT
EX. JOINT
PLACE 6" TOPSOIL
HYDRAULIC SEED FERTILIZE AND MULCH
PLACE 6" TOPSOIL
HYDRAULIC SEED FERTILIZE AND MULCH
PLACE 6" TOPSOIL
HYDRAULIC SEED FERTILIZE AND MULCH
PLACE 6" TOPSOIL
HYDRAULIC SEED FERTILIZE AND MULCH
PLACE 6" GRANULAR SURFACE
(MODIFIED SUBBASE)
MATCH INTO EX.
PLACE 6" GRANULAR SURFACE
(MODIFIED SUBBASE)
MATCH INTO EX.
3.5'
PLACE 6" P.C.C. DRIVEWAY
W/ 6"X6" WWF ON
6" MODIFIED SUBBASE
PROP. 30" CURB & GUTTER
3" DRIVEWAY DROP CURB
SEE SUDAS FIG 7010.102
PROP. 30" CURB & GUTTER
3" DRIVEWAY DROP CURB
SEE SUDAS FIG 7010.102
PLACE 9" P.C.C. COLORED PAVEMENT
12" MODIFIED SUBBASE
33.2 SY
PLACE 9" P.C.C. COLORED PAVEMENT
12" MODIFIED SUBBASE
20.5 SY
PROP. 30" CURB & GUTTER
6" STANDARD CURB & GUTTER
SEE SUDAS FIG 7010.102
PROP. 30" CURB & GUTTER
6" STANDARD CURB & GUTTER
SEE SUDAS FIG 7010.102
R59'
R98.43'
R98'
R97.29'
15'
29.04'
52.17'
57.15' MATCH INTO EX.
23.12'
.0
8'
.1 5'
EX. JOINT
NOTES:
1.) WWF = WELDED WIRE FABRIC
PLACE 6" P.C.C. SIDEWALK
W/ 6"X6" WWF
6" MODIFIED SUBBASE
372.55 SY (ENTIRE SIDEWALK ON NORTH
AND WEST SIDE OF 2ND AND LECLAIRE)
PLACE 6" P.C.C. SIDEWALK
WITH 6"X6" WWF ON 6" MODIFIED SUBBASE
144.5 SY
C L
T
RAV E L LANE
STA 0+50.02
YIELD
YIELD
OE OE OE OE OE OE
OE OE OE OE OE
W W W W W W W W W W W
W W
W W
SAN SAN SAN
SAN
SAN
1+50
1+63
CP-2
N:1768304.7020 E:2186484.1720
ELEV:564.26
58" REBAR, W/ WHA RED CAP
0+00 0+50 1+00 1+50 1+69
0+00
0+50
3+20
1+
1+50
2+00
2+
3+00
ARM
Y S
IG
N
FO
UNDATIO
N
1+
1+
EP: 1+66.45
565.59 FG
565.59 EX
D.03
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
P R
O P
O S
T
E
P
L A
N
N
D
S
T R
E E
T
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
N
S
W E
Feet
0 20 40
5' P.C.C. SIDEWALK
P.C.C. SIDEWALK
℄ E 2ND ST
(9" P.C.C. PAVEMENT)
(12" MODIFIED SUBBASE) ADJ EX. MANHOLE TO FG
1 EA
PLACE MH BOX OUT
ADJ EX. VALVE TO FG
2 EA
PLACE ROUNDABOUT SIGN
S-3
PLACE YIELD SIGN
S-1
PLACE YIELD SIGN
S-2
9.
1'
STRIPE 4 PARKING STALLS
STRIPE 2 PARKING STALLS
ADJ VALVE TO FG ELEV
1 EA
PLACE DRIVEWAY DROP CURB PLACE DRIVEWAY DROP CURB
REMOVE & REPLACE EX. TREE GRATE
1 EA
REMOVE & REPLACE EX. TREE GRATE
1 EA
PLACE 6" P.C.C. COLORED STAMP SIDEWALK
WITH 6"X6" WWF ON 6" MODIFIED SUBBASE
101.48 SY
B.O.P. STA 0+00.00
MATCH INTO EX.
BEGIN NO PASSING ZONE
(DCY4) STRIPE END OF NO PASSING ZONE STRIPE (DCY4)
3.5 STA
END OF NO PASSING ZONE STRIPE (DCY4)
STA 1+67.51
3.4 STA
PLACE YIELD LINE (YLW2)
STA 1+60.06
PLACE "YIELD" SYMBOL
STA 1+46.03
30" CURB & GUTT
30" CURB & GUTT
238.0 LF
SPLITTER
ISLAND
SPLITTER
ISLAND
SINGLE YELLOW LINE
HATCH, 20' SPACING
1.2 STA
P.C.C. SIDEWALK
MATCH INTO EX.
RELOCATE "ARMY" SIGN
STA 2+09.53
1 LS
PLACE 3" DRIVEWAY DROP CURB
30" CURB & GUTT
83.77 LF
PLACE 6" P.C.C. SIDEWALK
WITH 6"X6" WWF ON 6" MODIFIED SUBBASE
144.5 SY
EX. JOINT
END OF P.C.C. SIDEWALK
PLACE WHITE LANE STRIPE (ELW4)
STA 2+33.39 TO STA 2+64.07
0.35 STA
PLACE DOTTED WHITE LINE (DLW4)
STA 2+03.88 TO STA 2+33.39
0.35 STA
PLACE ROUNDABOUT SIGN
PLACE ONE WAY SIGN
STA 2+53.39
2 EA
S-4
PLACE 6" STANDARD CURB
30" CURB & GUTT
217 LF
PLACE 3" DRIVEWAY DROP CURB
30" CURB & GUTT
255 LF
3.5' P.C.C. APRON
R
R
R
R
R =51'
R
PLACE 6" P.C.C. SIDEWALK
W/ 6"X6" WWF
6" MODIFIED SUBBASE
372.55 SY (ENTIRE SIDEWALK ON NORTH
AND WEST SIDE OF 2ND AND LECLAIRE)
R
R
R
R
EX. JOINT-MATCH
R
PLACE 9" P.C.C. COLORED PAVEMENT
12" MODIFIED SUBBASE
33.2 SY
INV=554.12 (NE)
P
0+
0+
1+
1+
YIELD
YIELD
YIELD
O E
O E
O E
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE OE OE
OE OE OE OE
W W W W W W W W
W W
W
SAN
SAN
SAN
SAN
1+00
1+50
1+63
CP-1
N:1768365.8860 E:2186697.0490
ELEV:566.83
58" REBAR, W/ RED WHA CAP
CP-2
N:1768304.7020 E:2186484.1720
ELEV:564.26
58" REBAR, W/ WHA RED CAP
1+00 1+50 1+69
0+00
0+50
3+20
1+
1+50
2+00
2+
3+00
ARM
Y S
IG
N
FO
UNDATIO
N
EP: 1+69.00
565.49 FG
565.33 EX
Mid: 0+84.99
563.02 FG
563.16 EX
R
-3 .0
2%
-3 .2
5%
-3 .1
3% -3
.2 5%
-1 .7
6%
-1 .5
9%
-2 .5
0%
-1 .4
7%
1+
1+
EP: 1+66.45
565.59 FG
565.59 EX
565565
D.04
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
P R
O P
O S
T
E
P
L A
N
R O
U N
D A
B O
U T
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
N
S
W E
CENTER OF ROUNDABOUT
N:1768336.66 E:2186584.95
ELEV:568.33 FG
G O
V' T
BR
ID
G E
R
R
R
R=43'
R
R
R
PLACE YIELD LINE (YLW2)
STA 1+57.58
HATCH AREA: EXISTING PAVEMENT SHALL
REMAIN UNDISTURBED.EX. JOINT - MATCH INTO
STA 1+36.69, 6.13 (L)
PLACE "YIELD" SYMBOL
STA 1+43.35
C L
T R A
V EL
LA NE
PLACE 3" DRIVEWAY DROP CURB
30" CURB & GUTT
255 LF
PLACE 6" STANDARD CURB
30" CURB & GUTT
217 LF
PLACE 6" P.C.C. COLORED PAVEMENT
W/ 6"X6" WWF ON 6" MODIFIED SUBBASE
415.5 SY
PLACE ROUNDABOUT SIGN
PLACE ONE WAY SIGN
STA 1+36.69
2 EA
S-5
3.5' APRON
9" P.C.C. PAVEMENT
12" MODIFIED SUBBASE
94.80 SY
ADJ EX. VALVE TO FG
2 EA
END CURB AT EX. JOINT,
5' CURB TRANSITION TO
FULL HEIGHT
END CURB AT EX. JOINT,
5' CURB TRANSITION TO
FULL HEIGHT
PLACE WHITE LINE STRIPE (ELW4)
STA 1+27.15 TO 1+48.05
0.3 STA
BEGIN NO PASSING ZONE
(DCY4) STRIPE
STA 1+08.63
END OF NO PASSING ZONE STRIPE (DCY4)
1.1 STA
END OF NO PASSING ZONE STRIPE (DCY4)
1.1 STA
SINGLE YELLOW LINE
HATCH, 10' SPACING
0.5 STA
9" P.C.C. PAVEMENT
12" MODIFIED SUBBASE
6" STANDARD CURB
30" CURB & GUTT
EX. JOINT
BEGIN P.C.C. SIDEWALK
STA 0+31.50
ADJ SAN MH TO FG
566.60 FG
1 EA
Feet
0 20 40
MATCH INTO EX. STEPS
PLACE 6'X6" P.C.C. SIDEWALK
W/ 6"X6" WWF
ON 6" MODIFIED SUBBASE
182.69 SY (QUANT. TOTAL FOR
SIDEWALK ON EAST SIDE OF
LE CLAIRE STREET/ROUNDABOUT)
PLACE DOTTED WHITE LINE (DLW4)
STA 0+97.78 TO STA 1+27.15
0.35 STA
PLACE 6" TOPSOIL
HYDRAULIC SEED, FERT & MULCH
PLACE YIELD SIGN
S-6
PLACE WHITE LANE STRIPE (ELW4)
STA 1+27.15 TO STA 1+47.22
0.35 STA
NOTE:
1.) SIGN S-11 WILL BE PLACED ON THE BRIDGE. THE
LOCATION WILL BE DETERMINED BY THE PROJECT
ENGINEER PRIOR TO PLACEMENT. SEE THE SIGN TABLE
ON SHEET C.06 FOR THE SIGN DETAILS.
INV=554.12 (NE)
YIELD
OE
OE
OE
OE
OE
OE
O
E O
E O
E O
E O
E O
E O
E O
E O
E O
E
OE OE OE OE OE OE
OE OE OE OE OE
W W W W W W W
W W
W W
W W
W W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
CP-4
N:1768562.5540 E:2186591.5490
ELEV:563.33
58" REBAR, W/ RED WHA CAP
0+00
0+50
3+20
3+00
-3 .1
3%
-1 .7
6%
1+
0+
0+
1+
1+
BP: 0+00.00
563.62 FG
563.62 EX
EP: 1+66.45
565.59 FG
565.59 EX
Mid: 0+83.72564.08 FG564.21 EX
56756
D.05
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
P R
O P
O S
T
E
P
L A
N
A
I R
E
S
T R
E E
T
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
N
S
W E
Feet
0 20 40
LE
C
LA
IR
E
S
TR
EE
T
(9 " P
.C .C
PA
V
EM
EN
T)
(1 " M
O D
IF
IE
D S
U B B A S E)
B.O.P. STA 0+00.00
MATCH INTO EX.
BEGIN NO PASSING ZONE
(DCY4) STRIPE
END OF NO PASSING ZONE STRIPE (DCY4)
STA 0+23.27, -8.20' L
3.4 STA
END OF NO PASSING ZONE STRIPE (DCY4)
STA 0+00.52, -8.19' L
3.4 STA
PLACE YIELD LINE (YLW2)
STA 1+60.66
PLACE "YIELD" SYMBOL
STA 1+46.00
PLACE YIELD SIGN
S-7
PLACE YIELD SIGN
S-8
PLACE DOTTED WHITE LINE (DLW4)
STA 0+00.52 TO STA 2+93.97
0.31 STA
PLACE WHITE LANE STRIPE (ELW4)
STA 0+23.27 TO STA 2+93.97
0.26 STA
SINGE YELLOW LINE
HATCH, 20' SPACING
0.52 STA
PLACE 3" DRIVEWAY DROP CURB
30" CURB & GUTT
64.03 LF
PLACE 6" P.C.C. SIDEWALK
W/ 6"X6" WWF
6" MODIFIED SUBBASE
372.55 SY (ENTIRE SIDEWALK ON NORTH
AND WEST SIDE OF 2ND AND LECLAIRE)
PLACE ROUNDABOUT SIGN
S-9
4'
PLACE PAVED DRIVEWAY ENT, P.C.C., 6"
W/ 6"X6" WWF ON 6" MODIFIED SUBBASE
11.9 SY
PLACE PAVED DRIVEWAY ENT, P.C.C., 6"
W/ 6"X6" WWF ON 6" MODIFIED SUBBASE
11.1 SY
PLACE DIRVEWAY DROP CURB
PLACE DRIVEWAY DROP CURB
MATCH INTO EX. CURB
MATCH INTO EX. CURB
19.34'
8.54'
EX. EDGE OF SIDEWALK
P.
C.
C.
S
ID
EW
LA
K
PLACE 6" GRANULAR SURFACING
MATCH INTO EX.
PLACE 6" GRANULAR SURFACING,
MATCH INTO EX.
44.08'
.1
6'
6' P
.C .C
. S
ID
EW
LA
K
NOTES:
1.) TREES TO REMAIN UNDISTURBED.
2.) THE SIDEWALK ALONG LE CLAIRE STREET (WEST
SIDE) MAY NEED FIELD ADJUSTED TO MATCH
INTO THE EXISTING GROUND WEST OF THE
SIDEWALK.
PLACE 6" TOPSOIL
HYDRAULIC SEED, FERT & MULCH
PLACE 6" TOPSOIL
HYDRAULIC SEED, FERT & MULCH
PLACE 6" TOPSOIL
HYDRAULIC SEED, FERT & MULCH
MATCH SIDEWALK INTO EX.
ADJ EX. MANHOLE TO FG
1 EA PLACE 6'X6" P.C.C. SIDEWALK
W/ 6"X6" WWF
ON 6" MODIFIED SUBBASE
182.69 SY (QUANT. TOTAL FOR
SIDEWALK ON EAST SIDE OF
LE CLAIRE STREET/ROUNDABOUT)
R
R
R
R
R61.14'
R99.38'
.5
29.04'
.7
C L T R A V E L L A N E
ADJ EX. VALVE TO FG
2 EA
ADJ SAN MH TO FG
566.60 FG
1 EA
STA 1+20.63, 18.72' (R)
23.12' 29.04'
6" STAND CURB & GUTT
30" CURB & GUTT
PLACE ROUNDABOUT SIGN
PLACE ONE WAY SIGN
STA 2+53.39
2 EA
S-10
PLACE 9" P.C.C. COLORED PAVEMENT
12" MODIFIED SUBBASE
25.0 SY
YIELD
OE OE OE OE OE OE
OE OE OE OE OE
W W W W W W W W W W W
W W
W W
SAN SAN SAN
SAN
SAN
1+50
1+63
CP-2
N:1768304.7020 E:2186484.1720
ELEV:564.26
58" REBAR, W/ WHA RED CAP
0+00 0+50 1+00 1+50 1+69
0+00
0+50
3+20
1+
1+50
2+00
2+
3+00
ARM
Y S
IG
N
FO
UNDATIO
N
BP: 0+00.00
561.92 FG
561.92 EX
EP: 1+69.00
565.49 FG
565.33 EX
PC: 0+00.98
561.93 FG
561.93 EX Mid: 0+84.99
563.02 FG
563.16 EX
564.86FG
564.97FG
565.26FG 565.74FG
565.21FG
564.99FG
565.69FG 565.89FG
STA:1+36.69
569.90 TC
569.40 ETW
(568.98 EX)
STA:1+95.04
568.24 TC
567.74 ETW
(567.60 EX)
STA:0+11.36
567.09 TC
566.59 ETW
(566.86 EX)
STA:0+74.03
568.30 TC
567.80 ETW
(567.54 EX)
STA:2+53.39
566.90 TC
566.40 ETW
(566.22 EX)
STA:2+92.59
566.98 TC
566.48 ETW
(566.41 EX)
STA:2+53.39
566.28 TC
565.99 ETW
(565.99 EX)
ST
A:
1+
.6
9.
T
C
9.
E
TW
(5
.1
EX
ST
A:1+
.04
7.7
7 T C
7.4
8 E
TW
(5
.64
EX
ST
A:
0+
.3
6.
T
C
6.
E
TW
(5
.1
EX
STA:0+74.03
567.80 TC
567.52 ETW
(567.55 EX)
STA:2+92.59
566.36 TC
566.07 ETW
(566.18 EX)
STA:0+97.78
569.51 TC
569.01 ETW
(568.75 EX)
STA:1+10.77
570.48 TC
569.98 ETW
(569.87 EX)
STA:0+50.73
567.29 TC
566.79 ETW
(566.46 EX)
STA:0+74.68
568.34 TC
567.84 ETW
(567.54 EX)
STA:0+37.93566.65 TC
566.15 ETW(566.01 EX)
STA:1+57.08
565.70 TC
565.20 ETW
(565.49 EX)
570.22 FG
570.22 EX
570.74 FG
570.74 EX
570.46 FG
570.46 EX
570.00 FG
569.87 EX
570.00 FG
570.00 EX
568.01 FG
568.01 EX
567.07 FG
567.07 EX
566.39 FG
566.24 EX
566.45 FG
566.45 EX
563.80 FG
563.80 EX 564.44 FG
564.44 EX
565.27 FG
565.27 EX
565.67 FG
565.67 EX
569.20 FG
569.20 EX
569.75 FG
569.75 EX
569.56 FG
569.38 EX
569.14 FG
568.56 EX567.59 FG
567.60 EX
563.72 FG
563.61 EX 564.43 FG
564.39 EX
565.31 FG
565.19 EX
565.66 FG
565.55 EX
566.88 FG
566.88 EX
563.10 FG
563.08 EX
562.59 FG
562.58 EX
562.12 FG
562.11 EX
561.78 FG
561.76 EX
561.74 FG
561.68 EX
562.06 FG
562.01 EX
562.50 FG
562.45 EX
563.01 FG
562.95 EX
-3 .2
5% -2
.2 0%
-2 .8
4% -3
.2 3%
-3 .0
2%
-3 .2
5%
-3 .1
3% -3
.2 5%
-1 .7
6%
-1 .5
9%
-2 .5
0%
-1 .4
7%
566.04 TC
565.54 ETW
(565.79 EX)
STA:2+93.92
566.04 TC
565.54 ETW
(565.85 EX)
STA:2+78.13
565.90 TC
565.40 ETW
(565.39 EX)
STA:1+55.92
565.46 TC
564.96 ETW
(565.00 EX)
STA:1+14.66
564.52 TC
564.02 ETW
(564.10 EX)
STA:1+09.25564.46 TC563.96 ETW(563.95 EX)
STA:1+35.23
564.89 TC
564.39 ETW
(564.44 EX)
-2.07%
-1.96%
564.84 FG
564.54 EX
564.43 FG
564.43 EX
ST
A:
0+
.2
2.
T
C
1.
E
TW
(5
.9
EX
ST
A:
0+
.0
1.
T
C
1.
E
TW
(5
.3
EX
ST
A:
1+
.0
3.
T
C
2.
E
TW
(5
.8
EX
ST
A:
1+
.8
3.
T
C
3.
E
TW
(5
.6
EX
STA:1+64.46
565.26 TC
564.76 ETW
(564.75 EX)
ST
A:
0+
.0
1.
T
C
1.
E
TW
(5
.0
EX
ST
A:
0+
.2
2.
T
C
1.
E
TW
(5
.7
EX
ST
A:
0+
.4
2.
T
C
2.
E
TW
(5
.7
EX
ST
A:
1+
.4
3.
T
C
2.
E
TW
(5
.1
EX
STA:1+52.80
565.48 TC
564.98 ETW
(564.99 EX)
ST
A:2
+1 7.8
6.5
5 T C
6.0
5 E
TW
(5
.48
EX
STA:1+90.07
568.42 TC
567.92 ETW
(567.82 EX)
STA:1+75.38
569.38 TC
568.88 ETW
(568.74 EX)
1+
1+
EP: 1+66.45
565.59 FG
565.59 EX
STA:1+03.25564.29 TC563.79 ETW(564.23 EX)
STA:1+33.09564.84 TC564.34 ETW(564.73 EX)
STA:1+45.13
565.25 TC
564.75 ETW
(565.16 EX)
STA:1+56.47
565.66 TC
565.16 ETW
(565.45 EX)
564.44 FG
564.42 EX
565.32 FG
565.06 EX
STA:2+02.16
567.64 TC
567.14 ETW
(567.41 EX)
D.06
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
G R
A D
I N
G
P
L A
N
N
D
S
T R
E E
T
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
N
S
W E
Feet
0 20 40
℄ E 2ND ST
(9" P.C.C. PAVEMENT)
(12" MODIFIED SUBBASE)
SPLITTER
ISLAND
SPLITTER
ISLAND
EX. JOINT
INV=554.12 (NE)
P
0+
0+
1+
1+
YIELD
YIELD
YIELD
O E
O E
O E
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE OE OE
OE OE OE OE
W W W W W W W W
W W
W
SAN
SAN
SAN
SAN
1+00
1+50
1+63
CP-1
N:1768365.8860 E:2186697.0490
ELEV:566.83
58" REBAR, W/ RED WHA CAP
CP-2
N:1768304.7020 E:2186484.1720
ELEV:564.26
58" REBAR, W/ WHA RED CAP
1+00 1+50 1+69
0+00
0+50
3+20
1+
1+50
2+00
2+
3+00
ARM
Y S
IG
N
FO
UNDATIO
N
EP: 1+69.00
565.49 FG
565.33 EX
Mid: 0+84.99
563.02 FG
563.16 EX
R
STA:1+36.69
569.90 TC
569.40 ETW
(568.98 EX)
STA:1+95.04
568.24 TC
567.74 ETW
(567.60 EX)
STA:0+11.36
567.09 TC
566.59 ETW
(566.86 EX)
STA:0+74.03
568.30 TC
567.80 ETW
(567.54 EX)
STA:2+53.39
566.90 TC
566.40 ETW
(566.22 EX)
STA:2+92.59
566.98 TC
566.48 ETW
(566.41 EX)
STA:2+53.39
566.28 TC
565.99 ETW
(565.99 EX)
ST
A:
1+
.6
9.
T
C
9.
E
TW
(5
.1
EX
ST
A:1+
.04
7.7
7 T C
7.4
8 E
TW
(5
.64
EX
ST
A:
0+
.3
6.
T
C
6.
E
TW
(5
.1
EX
STA:0+74.03
567.80 TC
567.52 ETW
(567.55 EX)
STA:2+92.59
566.36 TC
566.07 ETW
(566.18 EX)
STA:0+96.06
569.42 TC
568.92 ETW
(568.61 EX)
STA:0+97.78
569.51 TC
569.01 ETW
(568.75 EX)
STA:1+10.77
570.48 TC
569.98 ETW
(569.87 EX)
STA:0+50.73
567.29 TC
566.79 ETW
(566.46 EX)
STA:0+53.29
567.41 TC
566.91 ETW
(566.92 EX)
STA:0+74.68
568.34 TC
567.84 ETW
(567.54 EX)
STA:0+37.93566.65 TC
566.15 ETW(566.01 EX)
STA:1+57.08
565.70 TC
565.20 ETW
(565.49 EX)
568.07 FG
567.81 EX
567.74 FG
567.10 EX
567.53 FG
567.26 EX
567.70 FG
567.70 EX
570.22 FG
569.94 EX
570.48 FG
570.48 EX
568.78 FG
568.96 EX
568.66 FG
568.32 EX 568.01 FG
568.26 EX
567.52 FG
567.19 EX
566.70 FG
566.12 EX
566.62 FG
566.02 EX
566.60 FG
566.13 EX
570.22 FG
570.22 EX
570.74 FG
570.74 EX
570.46 FG
570.46 EX
570.00 FG
569.87 EX
570.00 FG
570.00 EX
568.01 FG
568.01 EX
567.07 FG
567.07 EX
566.39 FG
566.24 EX
566.45 FG
566.45 EX
563.80 FG
563.80 EX 564.44 FG
564.44 EX
565.27 FG
565.27 EX
565.67 FG
565.67 EX
569.20 FG
569.20 EX
569.75 FG
569.75 EX
569.56 FG
569.38 EX
569.14 FG
568.56 EX567.59 FG
567.60 EX
563.72 FG
563.61 EX 564.43 FG
564.39 EX
565.31 FG
565.19 EX
565.66 FG
565.55 EX
566.88 FG
566.88 EX
563.10 FG
563.08 EX
562.59 FG
562.58 EX
562.50 FG
562.45 EX
563.01 FG
562.95 EX
570.67 FG
570.66 EX
3.
-3
.5 8%
-0.48%
-0.08%
1.42%
-1.
3.06%
-3.03%
3.26%
-2.99%
3.
-2.83%
1.72%
0.86%
-5.27%
6.53%
-2.04% 4.24%
-3 .0
2%
-3 .2
5%
-3 .1
3% -3
.2 5%
-1 .7
6%
-1 .5
9%
-2 .5
0%
-1 .4
7%
566.04 TC
565.54 ETW
(565.79 EX)
STA:2+93.92
566.04 TC
565.54 ETW
(565.85 EX)
STA:2+78.13
565.90 TC
565.40 ETW
(565.39 EX)
STA:1+55.92
565.46 TC
564.96 ETW
(565.00 EX)
(564.44 EX)
ST
A:
1+
.0
3.
T
C
2.
E
TW
(5
.8
EX
ST
A:
1+
.8
3.
T
C
3.
E
TW
(5
.6
EX
STA:1+64.46
565.26 TC
564.76 ETW
(564.75 EX)
ST
A:
0+
.4
2.
T
C
2.
E
TW
(5
.7
EX
ST
A:
1+
.4
3.
T
C
2.
E
TW
(5
.1
EX
STA:1+52.80
565.48 TC
564.98 ETW
(564.99 EX)
ST
A:2
+1 7.8
6.5
5 T C
6.0
5 E
TW
(5
.48
EX
STA:1+90.07
568.42 TC
567.92 ETW
(567.82 EX)
STA:1+75.38
569.38 TC
568.88 ETW
(568.74 EX)
1+
1+
EP: 1+66.45
565.59 FG
565.59 EX
STA:1+33.09564.84 TC564.34 ETW(564.73 EX)
STA:1+45.13
565.25 TC
564.75 ETW
(565.16 EX)
STA:1+56.47
565.66 TC
565.16 ETW
(565.45 EX)
565.32 FG
565.06 EX
565565
STA:2+02.16
567.64 TC
567.14 ETW
(567.41 EX)
D.07
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
G R
A D
I N
G
P
L A
N
R O
U N
D A
B O
U T
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
N
S
W E
Feet
0 20 40
HATCH AREA: EXISTING PAVEMENT SHALL
REMAIN UNDISTURBED.
INV=554.12 (NE)
YIELD
OE
OE
OE
OE
OE
OE
O
E O
E O
E O
E O
E O
E O
E O
E O
E O
E
OE OE OE OE OE OE
OE OE OE OE OE
W W W W W W W
W W
W W
W W
W W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
CP-4
N:1768562.5540 E:2186591.5490
ELEV:563.33
58" REBAR, W/ RED WHA CAP
0+003+20
3+00
ST
A:
0+
.3
6.
T
C
6.
E
TW
(5
.1
EX
STA:2+92.59
566.36 TC
566.07 ETW
(566.18 EX)
STA:0+50.73
567.29 TC
566.79 ETW
(566.46 EX)
STA:0+37.93566.65 TC
566.15 ETW(566.01 EX)
STA:1+57.08
565.70 TC
565.20 ETW
(565.49 EX)
566.70 FG
566.12 EX
566.62 FG
566.02 EX
566.60 FG
566.13 EX
3.26%
-2.99%
3.
-2.83%
1.72%
566.04 TC
565.54 ETW
(565.79 EX)
STA:2+93.92
566.04 TC
565.54 ETW
(565.85 EX)
STA:2+78.13
565.90 TC
565.40 ETW
(565.39 EX)
STA:???
563.82 TC
563.32 ETW
(563.32 EX)
STA:1+55.92
565.46 TC
564.96 ETW
(565.00 EX)
STA:0+01.47
563.83 TC
563.33 ETW
(563.34 EX) STA:0+14.76
563.89 TC
563.39 ETW
(563.42 EX)
STA:0+26.57
563.94 TC
563.44 ETW
(563.48 EX)
STA:0+38.39
564.00 TC
563.50 ETW
(563.57 EX)
STA:0+50.20
564.05 TC
563.55 ETW
(563.68 EX)
STA:0+62.01
564.14 TC
563.64 ETW
(563.78 EX)
STA:0+70.01
564.20 TC
563.70 ETW
(563.85 EX)
STA:0+73.82564.23 TC563.73 ETW(563.87 EX)
STA:1+14.66
564.52 TC
564.02 ETW
(564.10 EX)
STA:1+09.25564.46 TC563.96 ETW(563.95 EX)
STA:0+91.53564.33 TC563.83 ETW(563.94 EX)
STA:1+35.23
564.89 TC
564.39 ETW
(564.44 EX)
-2.07%
-1.96%
-1.92% -1.94%
-1.96%
-1.95%
-1.94% -1.92%
-1.56% -1.97%
564.84 FG
564.54 EX
564.94 FG
564.83 EX
564.15 FG
563.50 EX
564.23 FG
563.82 EX
564.13 FG
563.48 EX
564.07 FG
563.35 EX
564.16 FG
563.72 EX
563.87 FG
563.14 EX
563.96 FG
563.54 EX
563.68 FG
562.97 EX
563.77 FG
563.31 EX
564.43 FG
564.43 EX
564.36 FG
564.19 EX
564.23 FG
564.23 EX
564.21 FG
563.95 EX
564.08 FG
564.08 EX
563.50 FG
563.48 EX
563.47 FG
563.47 EX
ST
A:
1+
.0
3.
T
C
2.
E
TW
(5
.8
EX
ST
A:
1+
.8
3.
T
C
3.
E
TW
(5
.6
EX
STA:1+64.46
565.26 TC
564.76 ETW
(564.75 EX)
1+
0+
0+
1+
1+
BP: 0+00.00
563.62 FG
563.62 EX
EP: 1+66.45
565.59 FG
565.59 EX
Mid: 0+83.72564.08 FG564.21 EX
STA:0+00.00
563.29 TC
562.79 ETW
(562.79 EX)
STA:0+15.75
563.54 TC
563.04 ETW
(562.91 EX)
STA:0+57.09563.94 TC563.44 ETW(563.53 EX)
STA:1+03.25564.29 TC563.79 ETW(564.23 EX)
STA:1+33.09564.84 TC564.34 ETW(564.73 EX)
STA:1+45.13
565.25 TC
564.75 ETW
(565.16 EX)
STA:1+56.47
565.66 TC
565.16 ETW
(565.45 EX)
564.44 FG
564.42 EX
564.17 FG
564.22 EX
564.03 FG
564.19 EX
563.90 FG
564.01 EX
563.76 FG
563.81 EX
565.32 FG
565.06 EX
563 566
56756
D.08
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
M a y
D E
S I G
N E
D
B
Y
M S
U L
L I V
A N
D R
A W
N
B
Y
M
S
U L
L I V
A N
C H
E C
K E
D
B
Y
C S
B
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
P A
V
E N
P O
G
O V
E R
N M
E N
T
B R
I D
G E
G R
A D
I N
G
P
L A
N
A
I R
E
S
T R
E E
T
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
N
S
W E
Feet
0 20 40
LE
C
LA
IR
E
S
TR
EE
T
(9 " P
.C .C
PA
V
EM
EN
T)
(1 " M
O D
IF
IE
D S
U B B A S E)
NOTES:
1.) TREES TO REMAIN UNDISTURBED.
| Sheets and Views |
| Roundabout Layout 4-21-23-A.01 |
| Roundabout Layout 4-21-23-B.01 |
| Roundabout Layout 4-21-23-B.02 |
| Roundabout Layout 4-21-23-C.01 |
| Roundabout Layout 4-21-23-C.02 |
| Roundabout Layout 4-21-23-C.03 |
| Roundabout Layout 4-21-23-C.04 |
| Roundabout Layout 4-21-23-C.05 |
| Roundabout Layout 4-21-23-C.06 |
| Roundabout Layout 4-21-23-D.01 |
| Roundabout Layout 4-21-23-D.02 |
| Roundabout Layout 4-21-23-D.03 |
| Roundabout Layout 4-21-23-D.04 |
| Roundabout Layout 4-21-23-D.05 |
| Roundabout Layout 4-21-23-D.06 |
| Roundabout Layout 4-21-23-D.07 |
| Roundabout Layout 4-21-23-D.08 |
| Roundabout Layout 4-21-23-Existing Site |
| Roundabout Layout 4-21-23-8.5 x 11 |
| Roundabout Layout 4-21-23.pdf |
| Sheets and Views |
| Roundabout Layout 4-21-23-A.01 |
File details come from the government source that posted it. Updated .