Southside Park Bridge Install - Volume3.pdf
PDF 14 MB Posted
- Attached to
- Pedestrian bridge
- Solicitation number
- S-KS0055-00017318
- Issued by
- Washington County, Siletz City, Oregon
About this file
Project Design Specifications for Southside Park Railcar Bridge Installation
This is a design specification document for the City of Sheridan, Oregon's Southside Park Railcar Bridge Installation Project (Project No. 26031), prepared by a registered professional engineer and dated June 2026. The project involves the installation of an owner-furnished, 66,000-pound, 80-foot railcar bridge at Southside Park in Sheridan, Oregon. The work scope includes demolition and vegetation clearing, construction of two ULTRABLOCK abutments with anchor bolt installation per ASTM F1554 Grade 36 specifications, unloading and positioning of the bridge from a truck positioned in the parking lot, installation of ADA-compliant concrete sidewalks and ramps, installation of removable bollards, foundation drainage systems with 4-inch perforated drain pipe, erosion and sediment control measures, and site restoration through hydroseeding. The project includes comprehensive construction drawings with details for abutment sections, profiles, bridge plans, support details, and site access routes from both north and south approaches.
The design specifications establish critical construction requirements including abutment leveling to within one-quarter inch, anchor bolt placement tolerance of one-eighth inch, and soil bearing capacity assumptions of 1,000 PSF for undrained Waldo silty clay based on USDA soil survey data without subsurface investigation. The contractor is responsible for crane sizing, rigging planning, lift engineering, utility locates through One Call (1-800-332-2344), erosion control plan submittal, and differing site condition evaluation. The specifications note that if encountered soil conditions are soft, disturbed, or unsuitable, the contractor shall over-excavate to competent material and backfill with compacted structural fill or crushed rock as incidental work to the lump-sum bid price. The abutments are designed for the bridge dead load, AASHTO T3 truck live load (72,000 pounds), and lateral earth pressure from compacted granular backfill with specific engineering parameters (G = 120 PCF, F = 32, K = 0.31).
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Southside Park Bridge Install - Volume2.pdf | ||
| Southside Park Bridge Install - Volume1.pdf |
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
PROJECT NO. 26031
SOUTHSIDE PARK
CITY OF SHERIDAN SOUTHSIDE PARK RAILCAR BRIDGE
INSTALLATION
JUNE 2026
VICINITY MAP
NOT TO SCALE
LOCATION MAP
PORTLAND
SALEM
EUGENE
COOS BAY
LONGVIEW
THE DALLES
PENDLETON
BEND
BURNS
KLAMATH FALLSMEDFORDBROOKINGS
CRESCENT CITY
ROSEBURG
SEAL ROCK
SPRINGFIELD
CORVALLIS
ONTARIO
GRANTS PASS
C
AL
IF
N
EV
OREGON
NEVADA
WASHINGTON
P A C
IF
IC
O C E A N
LA GRANDE
BURNS
JUNCTION
CALIFORNIA
ASHLAND
TILLAMOOK
SEASIDE
LINCOLN CITY
NEWPORT
MYRTLE POINT
FLORENCE
BANDON
PORT ORFORD
GOLD BEACH
EAGLE POINT
ADAIR VILLAGE
N
PROJECT
LOCATION
PROJECT
LOCATION
D at e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
AD
EXPIRES: JUNE 30, 2027
94253PE
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN IGO
G1
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
SHEET # SHEET NAME
GENERAL
G1 - COVER
G2 - GENERAL NOTES, SHEET INDEX, ABBREVIATIONS, & LEGEND
CIVIL
C1 - ACCESS PLAN
C2 - SITE PLAN
C3 - DEMOLITION PLAN
C4 - BRIDGE PLAN AND PROFILE
C5 - ABUTMENT SECTION TYP.
C6 - ABUTMENT PROFILE
C7 - UPSTREAM AND DOWNSTREAM PROFILES
DETAILS
D1 - SUPPORT DETAIL AND SILT FENCE DETAIL
D2 - ROCK ENTRANCE DETAIL AND STRAW BALE BARRIER DETAIL
D3 - BOLLARD DETAIL AND STANDARD SIDEWALK DETAIL
AutoCAD SHX Text 99W
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
COVER
AutoCAD SHX Text
SHEET INDEX
D at e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN IGO
G2
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
1. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN A COPY OF
THE RULES BY CALLING THE CENTER.
NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.
STAT. AUTH.: ORS 757.542 THROUGH ORS 757.562 AND ORS 757.993.
2. THE CONTRACTOR SHALL CONTACT 'ONE CALL' FOR UTILITY LOCATES PRIOR TO EXCAVATION. (1-800-332-2344)
3. THE EXISTING UTILITIES ARE SHOWN ACCORDING TO AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL THE UTILITY WITHIN THE CONSTRUCTION AREA AS SPECIFIED. NO GUARANTEE IS MADE THAT ALL OF THE EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN EXCAVATING AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING HIS OPERATIONS.
4. OVERHEAD ELECTRICAL DISTRIBUTION SYSTEMS MAY NOT BE SPECIFICALLY INDICATED ON THE DRAWINGS BUT MAY
EXIST IN PROJECT AREA.
5. THE BRIDGE PROFILES HAVE BEEN MARKED TO INDICATE THE REQUIRED BACKFILL CLASSES (A, B, & C) SEE
TECHNICAL SPECIFICATION FOR SPECIFIC BACKFILL MATERIAL REQUIREMENTS.
6. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PROJECT DESIGN SPECIFICATIONS AND DRAWINGS.
THESE DRAWINGS SHALL BE COORDINATED AND USED IN CONJUNCTION WITH THE TECHNICAL SPECIFICATIONS AND
APPROVED SUBMITTALS.
7. PROPERTY AND RIGHT OF WAY LINES SHOWN IN THIS PLAN SET ARE APPROXIMATE AND BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL OBTAIN TEMPORARY CONSTRUCTION ACCESS OR PERMISSION FROM PRIVATE
LAND OWNERS PRIOR TO ENTERING PRIVATE PROPERTY.
8. PERMITS ASSOCIATED WITH THE TRENCH DE-WATERING SYSTEM SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
9. CONTRACTOR RESPONSIBLE FOR SUBMITTAL OF EROSIONS AND SEDIMENT CONTROL PLAN.
10. NO SUBSURFACE INVESTIGATION HAS BEEN PERFORMED FOR THIS PROJECT. FOUNDATION DESIGN IS BASED ON ASSUMED SOIL BEARING CAPACITY FOR WALDO SILTY CLAY AS MAPPED BY USDA WEB SOIL SURVEY. THE ASSUMED ALLOWABLE BEARING CAPACITY IS 1,000 PSF (UNDRAINED). THIS VALUE IS NOT CONFIRMED BY IN-SITU TESTING.
11. THE ABUTMENT FOUNDATION DESIGN IS SENSITIVE TO ACTUAL IN-SITU UNDRAINED SHEAR STRENGTH. IF UNDRAINED SHEAR STRENGTH (C) IS LESS THAN APPROXIMATELY 800 PSF, THE CALCULATED ALLOWABLE BEARING CAPACITY FALLS BELOW THE DESIGN DEMAND. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF SOIL CONDITIONS ENCOUNTERED DURING EXCAVATION APPEAR SOFT, SATURATED, OR INCONSISTENT WITH FIRM
SILTY CLAY.
12. THE OWNER AND ENGINEER MAKE NO REPRESENTATIONS AS TO ACTUAL SUBSURFACE CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY EVALUATING SUBSURFACE RISK IN PREPARING ITS BID.
DIFFERING SITE CONDITION CLAIMS SHALL BE EVALUATED PER GENERAL CONDITIONS ARTICLE SC-4.
13. IF MATERIAL ENCOUNTERED AT BEARING ELEVATION IS SOFT, DISTURBED, OR OTHERWISE UNSUITABLE, THE CONTRACTOR SHALL OVER-EXCAVATE TO COMPETENT MATERIAL AND BACKFILL WITH COMPACTED STRUCTURAL FILL OR CRUSHED ROCK AS DIRECTED BY THE ENGINEER. THIS WORK IS INCIDENTAL TO THE LUMP-SUM BID PRICE.
14. THE RAILCAR BRIDGE IS OWNER-FURNISHED (RICK FRANKLIN CORP). APPROXIMATE WEIGHT: 66,000 LB. EXACT WEIGHT, DIMENSIONS, PICK POINTS, AND RIGGING DATA SHALL BE OBTAINED BY THE CONTRACTOR FROM THE OWNER PRIOR TO MOBILIZATION. THE CONTRACTOR IS RESPONSIBLE FOR CRANE SIZING, RIGGING PLAN, AND ALL
LIFT ENGINEERING.
15. ULTRABLOCK ABUTMENTS ARE DESIGNED FOR THE BRIDGE DEAD LOAD, LIVE LOAD PER AASHTO T3 TRUCK (72,000 LB), AND LATERAL EARTH PRESSURE FROM COMPACTED GRANULAR BACKFILL (Γ = 120 PCF, Φ = 32°, K = 0.31). DO NOT
EXCEED THESE LOADS WITHOUT WRITTEN ENGINEER APPROVAL.
16. BRIDGE-TO-ABUTMENT ANCHOR BOLT LAYOUT, SIZE, AND EMBEDMENT ARE SHOWN ON SHEET C5/C6. INSTALL PER ASTM F1554 GRADE 36 UNLESS OTHERWISE NOTED. ANCHOR BOLT PLACEMENT TOLERANCE: ±1/8 IN. FROM PLAN
LOCATION. DO NOT GROUT UNTIL BOLT PLACEMENT IS ACCEPTED BY THE ENGINEER.
17. ULTRABLOCK ABUTMENTS SHALL BE LEVELED TO WITHIN 1/4 IN. ACROSS THE BEARING SURFACE PRIOR TO BRIDGE INSTALLATION. VERIFY LEVEL AFTER BRIDGE IS SET AND BEFORE GROUTING OR FINAL BACKFILL. NOTIFY ENGINEER
OF ANY GAP EXCEEDING 1/4 IN. BETWEEN BLOCK AND BEARING PLATE.
18. THE ENGINEERING SERVICES PROVIDED FOR THIS PROJECT DID NOT INCLUDE A GEOTECHNICAL INVESTIGATION.
FOUNDATION RECOMMENDATIONS ARE BASED ON PUBLISHED SOIL SURVEY DATA AND THE ENGINEER'S PROFESSIONAL JUDGMENT. THE ENGINEER'S LIABILITY IS LIMITED TO THE SCOPE OF SERVICES PERFORMED AND DOES NOT EXTEND TO SUBSURFACE CONDITIONS NOT REASONABLY ASCERTAINABLE WITHOUT SITE-SPECIFIC INVESTIGATION. THE OWNER ACCEPTS RESPONSIBILITY FOR AUTHORIZING CONSTRUCTION TO PROCEED WITHOUT
A GEOTECHNICAL REPORT.
AC PAVEMENT
APPROX APPROXIMATELY
BC BEGIN CURVE
BLDG BUILDING
BM BENCH MARK
BMPS BEST MANAGEMENT PRACTICES
BOW BACK OF WALK
CB CATCH BASIN
CP CONTROL POINT
CTR CENTER
D DRAIN
DI DUCTILE IRON
DIA DIAMETER
E EAST
EC END CURVE
ELEV ELEVATION
EOC EDGE OF CONCRETE
EOG EDGE OF GRAVEL
EOP EDGE OF PAVEMENT
EX EXISTING
FH FIRE HYDRANT
FL FLOWLINE
FT FEET
HDPE HIGH DENSITY POLYETHYLENE PIPE
HSS HOLLOW STRUCTURAL SECTION
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCH
LIP LIP OF GUTTER
LT LEFT
MIN MINIMUM
MJ MECHANICAL JOINT
N NORTH
NTS NOT TO SCALE
OD OUTSIDE DIAMETER
PED PEDESTAL
PRC POINT OF REVERSE CURVATURE
PVC POLY VINYL CHLORIDE PIPE
PVI POINT OF VERTICAL INTERSECTION
QTY QUANTITY
ROW RIGHT OF WAY
RT RIGHT
RW RAW WATER
RWR RECLAIMED WATER
SD STORM DRAIN
SE SPOT ELEVATION
SPW SPILLWAY
SS SANITARY SEWER OR STAINLESS STEEL
STA STATION
SW SIDEWALK
TBC TOP BACK OF CURB
TD TANK DRAIN
TG TOP OF GRATE
TOE TOP OF SLOPE
TOP TOP OF BANK
TOC TOP OF CURB
TRANS. TRANSITION
TYP TYPICAL
TW TOP OF WALL
UNO UNLESS NOTED OTHERWISE
SYMBOL LEGEND
CATCH BASIN
FIRE HYDRANT
POWER POLE
GUY ANCHOR
SURVEY MARKER
EXISTING LINETYPE LEGEND
TREELINE
EDGE OF CONCRETE
RIGHT OF WAY
CONTOURS
HATCH LEGEND
CONCRETE
PAVEMENT
GRANULAR MATERIALS SUCH AS
CRUSHED ROCK OR GRAVEL
NATURAL GROUND
WETLANDS
BUILDING
FIRM CLAY / SANDY CLAY
SUBGRADE
EXISTING FEATURE LEGEND
TREE/SHRUB
STREET SIGN
NEW LINETYPE LEGEND
CONTOURS
BRIDGE
EDGE OF CONCRETE
HATCH LEGEND
CONCRETE
PAVEMENT
GRANULAR MATERIALS SUCH AS
CRUSHED ROCK OR GRAVEL
NEW FEATURE LEGEND
BOLLARD
AutoCAD SHX Text
GENERAL NOTES, SHEET INDEX, ABBREVIATIONS, & LEGEND
AutoCAD SHX Text
GENERAL ABBREVIATIONS
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text H
AutoCAD SHX Text Y e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN IGO
C1
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
N
DIRECTIONS TO SOUTHSIDE OF BRIDGE
1. FROM MCMINNVILLE HEAD SOUTHWEST 11.3 MILES ON OR-18 WEST.
2. TAKE EXIST 33 TOWARDS SHERIDAN.
3. TURN RIGHT ONTO SW BALLSTON RD/S BRIDGE ST. SOUTHBOUND
4. IN 0.3 MILES TURN LEFT INTO SOUTHSIDE PARK.
ACCESS, STAGING AREA, AND GATE NOTES
1. GATE CODE PROVIDED UPON SIGNED PROJECT AGREEMENT WITH OWNER
Access Plan 1" = 250'
DIRECTIONS TO NORTHSIDE OF BRIDGE
1. FROM MCMINNVILLE HEAD SOUTHWEST 11.3 MILES ON OR-18 WEST.
2. TAKE EXIST 33 TOWARDS SHERIDAN.
3. TURN LEFT ONTO SCHATZ RD. SOUTHBOUND.
4. CROSS RAILROAD TRACKS INTO CITY WASTEWATER TREATMENT
LAGOON FACILITY.
5. TURN RIGHT AND HEAD WESTBOUND AROUND NORTH SIDE OF
LAGOONS.
6. CROSS WEST FIELD TO BRIDGE SITE.
HWY 18
BA
LL
ST
O
N R
D
AutoCAD SHX Text
ACCESS PLAN
AutoCAD SHX Text
NORTH ACCESS ROUTE AROUND WASTEWATER LAGOON
AutoCAD SHX Text Project Site
SOUTH ACCESS ROUTE THROUGH SOUTHSIDE PARK ENTRANCE
0+00
1+001+94
0+00
1+00
0+001+001+19
D at e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN IGO
C2
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
N
SHERIDAN POND
EXISTINGPARKCOVERED
PICNIC AREA
CP 1
N: 531,500.58 E: 7,455,446.56
EL: 204.74
1 SITE PLAN
C2
CP 2
N: 531,500.58 E: 7,455,501.17
EL: 204.68
CP 3
N: 531,637.75 E: 7,455,366.38
EL: 202.11
PARKING LOT
D R
AI
N
AG
E
C H
AN
N
EL
UPSTREAM ALIGNMENT, SEE
PROFILE ON SHEET C7
DOWNSTREAM ALIGNMENT, SEE
PROFILE ON SHEET C7
PROPOSED BRIDGE 80 FT
CP 4
N: 531,665.35 E: 7,455,424.15
EL: 199.66
PROPOSED RAMP
ONLY ON NORTH SIDE
ULTRABLOCK
ABUTMENTS SEE SHEET
C5 & C6 TYP.
REESTABLISH
CONTROL OUTSIDE
OF IMPROVEMENT
AREA
C5
C6
INSTALL NEW SIDEWALK SEE
SHEET D3 DETAIL 504
INSTALL NEW 9 FT WIDE
CONCRETE SIDEWALK SEE
SHEET D3 DETAIL 504
INSTALL REMOVABLE
BOLLARD SEE SHEET
D3 DETAIL 105
INSTALL REMOVABLE
BOLLARD SEE SHEET
D3 DETAIL 105
SHEET NOTES:
1. INSTALL EROSION AND SEDIMENT CONTROL BMPS PRIOR TO
GROUND DISTURBANCE.
2. HYDROSEED ALL DISTURBED AREAS UPON COMPLETION OF
BRIDGE INSTALLATION.
3. RAIL CAR GROSS WEIGHT IS 66,000 LBS.
EXISTING POND ACCESS
PLATFORM
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
%%U PLAN SCALE
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1"=20'
0+00
1+00
0+001+001+19
D at e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN IGO
C3
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
N
SHERIDAN POND
PARKCOVERED
PICNIC AREA
1 DEMOLITION PLAN
C3
PARKING LOT
D R
AI
N
AG
E
C H
AN
N
EL
VEGETATION
CLEARING LIMITS
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
%%U PLAN SCALE
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text
44 FT
AutoCAD SHX Text
48 FT
AutoCAD SHX Text
44 FT
29 FT
0+00
0+001+001+19
ST
A
0+
ST
A
1+
ST
A
1+
80' OVERALL LENGTH
D at e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN I GO
C4
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
N
SHEET NOTES:
1. CONTRACTOR SHALL CONTACT "ONE CALL" FOR UTILITY LOCATES
PRIOR TO THE START OF ANY EXCAVATION.
2. CONTRACTOR TO INSTALL ALL EROSION AND SEDIMENT CONTROL
BMPS PRIOR TO GROUND DISTURBANCE
3. BRIDGE INCLUDES INSTALLED RAILING
IMPROVEMENT NOTES:
INSTALL ABUTMENTS PER DETAIL ON SHEETS C5 & C6.
INSTALL BRIDGE SUPPORTS PER DETAIL 1 ON SHEET D1.
INSTALL GEOTEXTILE FABRIC BETWEEN UNDISTURBED NATIVE SUBGRADE AND AGGREGATE BASE.
INSTALL BRIDGE, COORDINATE UNLOADING OF BRIDGE WITH OWNER'S TRANSPORT. SET BRIDGE
FROM TRUCK POSITIONED IN PARKING LOT. RAILING IS PREINSTALLED ON BRIDGE.
INSTALL CONCRETE SIDEWALK, PER DETAIL 504 ON SHEET D3
INSTALL REMOVABLE BOLLARD PER DETAIL 105 ON SHEET D3
INSTALL THICKENED CONCRETE EDGE OF SIDEWALK AT ABUTMENT INTERFACE
INSTALL 4" PERFORATED DRAIN PIPE WITH FILTER SOCK AROUND FOUNDATION ABUTMENTS. OUTLET
DOWN GRADIENT AT CHANNEL BANK.
SCALE HORZ 1"=20'
VERT 1"=2'
PLAN AND PROFILE
C4
ORDINARY HIGH WATER
TOP OF BANK
33 4
INSTALL 9 FT X 9 FT LANDING PAD AT END OF RAMP,
DO NOT EXCEED 2.0% CROSS SLOPE AT LANDING
EXISTING TOPOGRAPHY SLOPE
BOLLARD TYP. SEE DETAIL 105 ON SHEET D3
AutoCAD SHX Text
BRIDGE PLAN AND PROFILE
AutoCAD SHX Text
%%U PLAN SCALE
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1"=20' e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN IGO
C5
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
1 ABUTMENT SECTION TYP.
C5
7"
4"
1'-10" 6'-4"
2"
1'-31 4"
1'-10"
9'-0"
1 FT1 FT
NTS
AutoCAD SHX Text
ABUTMENT SECTION TYP.
AutoCAD SHX Text 10"X10"X " STEEL BASE PLATE 12" STEEL BASE PLATE WITH FOUR (4) " SS HILTI KWIK 58" SS HILTI KWIK BOLT TZ2 ANCHORS EMBEDMENT DEPTH = 6" MIN. INTO BLOCK SEE DETAIL 1, SHEET D1
AutoCAD SHX Text DRILL " HOLES THROUGH EXISTING 1" STEEL PLATE 58" HOLES THROUGH EXISTING 1" STEEL PLATE INSTALL TWO (2) " GALVANIZED HILTI KWIK BOLT TZ2 WEDGE ANCHORS 58" GALVANIZED HILTI KWIK BOLT TZ2 WEDGE ANCHORS EMBEDMENT DEPTH = 6" MIN. INTO BLOCK, 58" GALVANIZED WASHER & NUT
AutoCAD SHX Text
2" NON-SHRINK GROUT (TYP)
AutoCAD SHX Text
2'6"X2'6"X5'0" ULTRA BLOCK WALL.
AutoCAD SHX Text
6"X10"X " STEEL TOP PLATE 12" STEEL TOP PLATE SEE DETAIL 1, SHEET D1
AutoCAD SHX Text 6"X6"X " STEEL POST, APPROX. 12" STEEL POST, APPROX. 1'-1 " TALL (MAKE TO FIT DECK) 34" TALL (MAKE TO FIT DECK) SEE DETAIL 1, SHEET D1
AutoCAD SHX Text TWO (2) 8" X " GRADE 8 HSS CARRAGE BOLTS (TYP) 58" GRADE 8 HSS CARRAGE BOLTS (TYP)
AutoCAD SHX Text
BASE OF BLOCK ELEV. 195.59'
AutoCAD SHX Text
TOP OF BLOCK ELEV. = 203.09'
AutoCAD SHX Text
TOP OF DECK ELEV. = 204.42'
AutoCAD SHX Text APPROX. UNDISTURBED SUBGRADE SURFACE ELEV. 194.59'UNDISTURBED SUBGRADE SURFACE ELEV. 194.59'
AutoCAD SHX Text
NON-WOVEN GEOTEXTILE FABRIC, EXTENDING 1 FT OUTSIDE BASE BLOCKS
AutoCAD SHX Text
1 FT MIN
INSTALL 4-IN PERFORATED DRAIN PIPE WITH FILTER SOCK AROUND ABUTMENT TO DRAIN FOUNDATION e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN IGO
C6
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
1 ABUTMENT PROFILE
C6
MIN 1 FT
6"
4"
4"
4"
3'-5"(APPROX.)
NTS
AutoCAD SHX Text
ABUTMENT PROFILE
AutoCAD SHX Text
AREA OF EXCAVATION AND COMPACTED FILL
AutoCAD SHX Text
BRIDGE DECK ELEVATION = 204.42'
AutoCAD SHX Text
BASE OF BLOCK ELEV. 195.59'
AutoCAD SHX Text
TOP OF BLOCK ELEV. = 203.09'
AutoCAD SHX Text
FINISH GRADE 2% TOWARD CREEK (TYP)
AutoCAD SHX Text
INSTALL LEVEL NON-WOVEN GEOTEXTILE FABRIC, APPROX. ELEV. 194.59
AutoCAD SHX Text
SIDEWALK TERMINATION WITH THICKENED EDGE 1" BELOW TOP OF ULTRABLOCK ABUTMENT
AutoCAD SHX Text
1FT MIN
AutoCAD SHX Text
1FT MIN
AutoCAD SHX Text TRANSITION WITH FERCO COUPLING TO 4-IN SDR35 PIPE TO DAYLIGHT AT CHANNEL WITH POSITIVE SLOPE FOR DRAINAGE, INSTALL DUCKBILL STYLE CHECKVALVE AT OUTLET
INSTALL 4-IN PERFORATED DRAIN PIPE WITH FILTER SOCK AROUND ABUTMENT TO DRAIN FOUNDATION
ST
A
0+
ST
A
1+
ST
A
1+
ST
A
0+
ST
A
1+
D at e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN IGO
C7
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
1 UPSTREAM AND DOWNSTREAM PROFILES
C7
100 YEAR FLOOD STAGE ELEV.
10 YEAR FLOOD STAGE ELEV.
100 YEAR FLOOD STAGE ELEV.
10 YEAR FLOOD STAGE ELEV.
UPSTREAM AND DOWNSTREAM PROFILES
e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN IGO
D1
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
STEEL SUPPORT POST DETAIL
D1
NTS
10"
10" 8"
1"
1"
10"
6"
3"3"
10"
8"
10"
8"
6"
2" 1"
2"
2"
2"
11" 11"
6"
3"
10" 10"
5" 5"
1"
D1 1a
D1 1b
D1 1c
D1 1d
BOTTOM TOP
SIDE FRONT/BACK
SILT/SEDIMENT FENCE DETAIL
D1
NTS
DETAIL NOTES:
1. STEEL SUPPORT BASE PLATE SHALL MEET MINIMUM ASTM A36 OR A572 GR.50.
2. BASE PLATE ANCHORS SHALL BE HITL KWIK BOLT TZ2 AND MEET ICC-ES EVALUATION REPORT
NUMBER ESR-1917 AND DIVISION 5 PER TECHNICAL SPECIFICATIONS
SUPPORT DETAIL AND SILT FENCE DETAIL
e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN IGO
D2
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
ROCK CONSTRUCTION ENTRANCE
D2
NTS
STRAW BALE BARRIER
D2
NTS
ROCK ENTRANCE DETAIL AND STRAW BALE BARRIER DETAIL
e Sh ee t N o.
w w w .to pe xe ng -ls
.c om
1-
0-
DATE:6/21/26 FILE:C:\Users\cjani\OneDrive\Documents\Projects\26031 - Sheridan - Southside Bridge\03 Design Services\01 CAD\DESIGN.dwg
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
PR
O
JE
C
T N
O
SI
LE
TZ
, O
R
F
R
ED
T
AY
LO
R
R
OREGON
REG
ISTERED PROFESS IONALE N
G I N E E R
NOV EMB ER 1 3 , 2 0 18
CHR I S JAN IGO
D3
SO
U
TH
SI
D E
PA
R
K R
AI
LC
AR
B
R
ID
G E
IN
ST
AL
LA
TI
O
N
C
IT
Y O
F
SH
ER
ID
AN
JUNE 2026
SO
U
TH
SI
D E
PA
R
K
REMOVABLE STEEL BOLLARD
D3
NTS
STANDARD SIDEWALK DETAILS
D3
NTS
BOLLARD DETAIL AND STANDARD SIDEWALK DETAIL
| Sheets and Views |
| G1 |
| G2 |
| C1 |
| C2 |
| C3 |
| C4 |
| C5 |
| C6 |
| C7 |
| D1 |
| D2 |
| D3 |
| (541) 270-8432 | |
| 2026-06-21T10:41:05-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
| (541) 270-8432 | |
| 2026-06-21T10:41:21-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
| (541) 270-8432 | |
| 2026-06-21T10:42:12-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
| (541) 270-8432 | |
| 2026-06-21T10:42:29-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
| (541) 270-8432 | |
| 2026-06-21T10:43:03-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
| (541) 270-8432 | |
| 2026-06-21T10:43:42-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
| (541) 270-8432 | |
| 2026-06-21T10:44:32-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
| (541) 270-8432 | |
| 2026-06-21T10:44:47-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
| (541) 270-8432 | |
| 2026-06-21T10:45:20-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
| (541) 270-8432 | |
| 2026-06-21T10:45:58-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
| (541) 270-8432 | |
| 2026-06-21T10:46:17-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
| (541) 270-8432 | |
| 2026-06-21T10:46:43-0700 | |
| 59 Fred Taylor Rd | |
| Chris Janigo | |
| I am approving this document |
File details come from the government source that posted it. Updated .