Tiedeman Realignment of Fanno Creek Greenway Trailpw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_1.dgn :: Default 2/21/2019 10:49:24 AM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
ST. HELENS
ASTORIA
TILLAMOOK
MCMINNVILLE
ALBANYNEWPORT
CORVALLIS
HOOD
RIVER
DALLES
THE
MADRAS
PRINEVILLE
BEND
COQUILLE
GRANTS
PASS
Ashland
BURNS
KLAMATH
FALLS
CONDON
MORO
PENDLETON
LA GRANDE
ENTERPRISE
VALE Ontario
PORTLAND
SALEM
MEDFORD
EUGENE
ROSEBURG
Athena
N. Powder
UnityDayville
Sisters
Juntura
Frenchglen
Burns Jct.
McDermitt
Paisley
La Pine
Crescent
Biggs
Lexington
Hermiston
Boardman
Arlington
Malin
Brookings
Coos Bay
Drain
Canyonvil le
Reedsport
Oakridge
GoshenFlorence
Lincoln City
Waldport
Home
Sweet
Detroit
Antelope
Maupin
Cannon Beach
Seaside
Rainier
Milton-Freewater
30
26
101
20
99
W
26 35 197
97
74
84
82
3
3951926
26
205
34
36
126
38
126
20
395
26
7
20
78
95
3953197
58
42
62
140
66
140
101
199
5
22
Bonanza
84
Junction City
BAKER CITY
HEPPNER
Copperfield
Lake
Silver
Junction
CaveBEACH
GOLD
Orford
Port
82
LAKEVIEW
CANYON
CITY
Day
John
CITY
OREGON
HILLSBORO
DALLAS
Redmond
Z
Z
Val ley
Jordan
205
140
SHEET NO.DESCRIPTION
INDEX OF SHEETS
1
2
Title Sheet
Overall Length Of Project - 0.11 Miles
PLANS FOR PROPOSED PROJECT
LOCATION
PROJECT
TITLE SHEET
1
CITY OF TIGARD
WASHINGTON COUNTY
JULY 2017
GRADING, DRAINAGE, STRUCTURE, PAVING
N
Sec. 34 & 35, T. 1 S., R. 1 W., W.M.
Sec. 3, T. 2 S., R. 1 W., W.M.
LET'S ALL
WORK TOGETHER
TO MAKE THIS
JOB SAFE
F I R S T S A F E T Y F I R S T S A F E T Y F I R S T S A F E T Y F I R S T S A F E T Y F I R S T S A F E T Y F I R S T S A FETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYFIRSTSAFETYATTENTION:
The Oregon Utility Center Is (503) 232-1987.)
The Center. (Note: The Telephone Number For
You May Obtain Copies Of The Rules By Calling
OAR 952-001-0010 Through OAR 952-001-0090.
Center. Those Rules Are Set Forth In
Adopted By The Oregon Utility Notification
Oregon Law Requires You To Follow Rules
B
L
V
D
.
1 0
8
T
H
A
V
E
.
NORTH DAKOTA ST.
LONGSTAFF
NORTH DAKOTA ST.
THORN ST.
8
9
T
H
A
V
E
.
A
V
E
.
A
V
E
.
A
V
E
.
8
1 S
T
8
2
N
D
W
A
R
N
E
R
A
V
E.
L
O
M
I
T
A
A
V
E
.
9
1 S
T
C
T
.
9
0
T
H
A
V
E
.
9
2
N
D
A
V
E
.
9
4
T
H
A
V
E
.
A
V
E
.
9
5
T
H
9
7
T
H
C
T
.
9
2
N
D
A
V
E
.
LEWIS LN.
G
R
E
E
N
B
U
R
G
RD.S
C
O
T
T
C
T.
9
8
T
H
A
V
E
.
A
V
E
.
A
V
E
.
9
1 S
T
A V E .
TIGARD
ST.
1 0
8
T
H
A
V
E
.
1 1 4
T
H
P
L
.
1 1 8
T
H
A
V
E
.
ST.
1 1 6
T
H
A
V
E
.
1 1 3
T
H
P
L
.
WALNUT ST.
1 1 2
T
H
A
V
E
.
MEADOW ST.
KATHERINE
K
A
R
O
L
C
T
.
P
L.
C
L
Y
D
E
S
D
A
L
E
C
T
.
1 0
6
T
H
J
O
H
N
S
O
N
J
O
H
N
S
O
N
C
T
.A
V
E .
A
V
E
.
S
T.COMMERCIAL
C
O
M
M
E
R
CI
A
L
CENTERC
E
N
T
E
R
S
T.
ST.
92ND
8
7
T
H
TI
G
A
R
D
S
T.
G
A
R
D
E
N
P
L
.
GARDEN PL.
K
N
O
L
L
D
R
.
THORN
ST.STEVE
C
LY
D
E
SDA
L
E
A
V
E
.
JOHNSON
ST.
PFAFFLE
8
3
R
D
A
V
E
.
AVE.9
2
N
D
9 5 T H
ST.
H
A
L
L
T
I E
D E
M A
N
DAWNS CT.ST.
ST.
1 1 4
T
H
P
L
.
1 0
9
T
H
A
V
E
.
LONDON
CT.
A
V
E
.
1 1 6
T
H
CT.
WINDSOR
1 0
6
T
H
A
V
E
.
DI
A
M
O
N
D
W
A
Y WINDSOR
PL.
G
A
L
L
O
A
V
E
.
B
R
O
O
KSI
DE
PL.
SCOFFINS
ST.
C
T.
TANGELA CT.
ANGEL
PL.
TANGELA
ST.
9
3
R
D
A
V
E
.
LINCOLN
Ash
Fanno
C
r
e
e
k
99W
217
FOWLER
JR. HIGH
THOMAS R.
Typical Sections
Plan And Profile3, 4 TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
SW TIEDEMAN AVENUE
RD130 - Bollards
RD360 - Manhole Frame Adjustment
2A Details
GA Erosion Control Details
Erosion Control Plan
Stormwater Details
RD1000
RD1040
RD1055
- Construction Entrance
- Sediment Fence
- Slope And Channel Matting
Floodway MitigationGH
4A Profile
GJ, GJ-2
GH-2 Riprap Details
2B Pipe Data Sheet
ODOT Std. Drg. Nos.
- Chain Link FenceRD815
Plan and Elevation
End Panel Details
General Notes
Footing Plan
Typical Sections
Wingwall Details
Retaining Wall Plan and Elevation
Retaining Wall Notes
Contractor traffic control plan requirements.
Specifications and special provisions 00220 & 00225 for
that include a temporary pedestrian detour route. See Standard
Contractor is required to create detailed traffic control plans
NOTE:
Foundation Data
L1.0
L1.1
West Planting Plan & Details
East Planting Plan & Details
RD386
RD388
RD393
Concrete Pipe
- Fill Height Tables For Circular
- Fill Height Tables For PVC Pipe
Polypropylene Pipe
- Fill Height Tables for
BR720
Details
- Standard Gravity Retaining Wall
Retaining Wall Mounted Chain Link Fencing
RETAINING WALL
BRIDGE
LANDSCAPING
1
2
3
4
5
6
7
1
2
3
RD300
Zone and Multiple Installations
- Trench Backfill, Bedding, Pipe
Drafted By - Serban Dinca
Checked By - Amy Jones/Xiqin Long
Designed By - Nicholas Polenske/Eric BonnONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
PROJ. MGR. Nicholas Robertson
GA-2 thru GA-6
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_2.dgn :: Default 2/20/2019 2:01:41 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Nicholas Polenske
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
2
TYPICAL SECTIONS
{
"T"
Sl.
1:
3
Sl. 1:3
Sl. 1:3
Sl.
1:
3
Nom. comp. thkn. - 6"
Aggregate base
Nom. thkn. - 2"
Level 2, •"
ACP wearing course
~
Nom. thkn. - 2"
Level 2, •"
ACP base course
{
"E"
5'5'2'
Sl.
1:
3
Sl. 1:3
2'
2'
Sl. 1.5%
STA. "T" 2+65.00 To STA. "T" 3+45.00
STA. "E" 0+00.00 To STA. "E" 0+64.63
Side slopes are shown as vert. to horiz.
NOTE:
(For surfacing details not shown, see section above)
Sl. 1.5%
Sl.
1:
3
Sl. 1:3
Nom. comp. thkn. - 10"
Shoulder aggregate base
~
(For drg. nos., see sht. 1)
CL-4R chain link fence
Retaining wall with type
(See drg. no. RD815)
Type CL-4R fence
Sl. var. (See table)
2'
****1' to 2'
***1'
**2' to 1'
2'
****1' to 2'
***1'
**2' to 1'
"T" 4+88.00 To "T" 6+11.85
****"T" 4+58.00 To "T" 4+88.00
***"T" 3+78.00 To "T" 4+58.00 (Structure)
**"T" 3+48.00 To "T" 3+78.00
"T" 0+65.00 To "T" 3+48.00
STA.*"T" 0+43.38 To STA. "T" 0+65.00
Sl.
1:
3
Sl. 1:3
Sl.
1:
3
Sl. 1:3
*4' to 5'*4' to 5'
5'5'
{
"T"
LT EOP
to {
RT EOP
to {
-
%
+%+
%
-%
PATH CROSS CLOPE DIAGRAM
BEGIN STA.
PATH CROSS SLOPE TABLE
END STA.LT EOP TO CL RT EOP TO CL
EOP = Edge of Pavement
m
i
n
9
"
Nom. comp. thkn. - 24"
Shoulder aggregate base
STA. "T" 3+48.00 To STA. "T" 3+78.00
~
m
i
n
9
"
Nom. comp. thkn. - 24"
Shoulder aggregate base
m
i
n
9
"
~
Sl. 1:3
Sl.
1:
3
2' to 1'
"T" 4+88.00 To "T" 5+60.00
"T" 4+58.00 To "T" 4+88.00
"T" 3+48.00 To "T" 3+78.00
"T" 2+75.00 TO "T" 3+48.00
STA. "T" 0+50.00 To STA. "T" 1+00.00
*
*
*
1' to 2'**
*2' to 1'
2'
4" perforated drain pipe
4" perforated drain pipe
Nom. comp. thkn. - 24"
Shoulder aggregate base
Sl.
6.
0
%
Sl. 0.5%
STA. "T" 1+00.00 To STA. "T" 2+75.00
4" perforated drain pipe
15' max
-1.5%
+1.0% to -1.5%
+1.0%
-1.5% to +1.0%
-1.5%
+1.1% to -1.5%
+1.5%
+1.0% to +1.5%
+1.0%
+1.5% to +1.0%
+1.5%
-1.1% to +1.5%
"T" 4+88.00
"T" 4+58.00
"T" 3+78.00
"T" 3+48.00
"T" 0+65.00
"T" 0+43.38
"T" 6+11.85
"T" 4+88.00
"T" 4+58.00
"T" 3+78.00
"T" 3+48.00
"T" 0+65.00
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_2A.dgn :: Default 2/20/2019 2:47:47 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Nicholas Polenske
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
2A
"T" LINE
SW TIEDEMAN AVENUE
A
A
DETAILS
"T" 0+00
"
T
"
1 +
0
0
PLAN
SECTION A-A
A
B
C
D
Nom. thkn. - 2"
Level 2,•"
ACP wearing course
Nom. thkn. - 2"
Level 2,•"
ACP base course
Nom. comp. thkn. - 6"
Aggregate base
Sl. 1.5%
Approach tie-in
approach
Extg. asph.
Sl. 1.2%Sl. 2%
Aggregate subbase
Subgrade geotextile
Asph. conc. pvmt.
1
8
"
Var.
1'
Typ.
18" SUBGRADE STABILIZATION
be determined per field conditions.
2. Depth of subgrade stabilization to
requirements.
in areas not meeting compaction
1. Subgrade stabilization to be used
NOTES:
path section
See typical
Path subgrade
new culvert. See sht. 3 for details.
2. Remove extg. culvert and install
approach tie-in is constructed.
closer to SW Tiedeman Ave after
1. Remove and reinstall extg. gate
NOTE:
See note 2
note 1
See
Sl. varies Sl. varies
7%-10%
Approach tie-in
14' - 16'
Path
12'B C D7' - 9'15'
Aggregate base = 0'-2" th.
1%-2%
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_2B.dgn :: Default 2/20/2019 2:20:15 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
X = Other material, see remarks column
St = Corrugated steel
Pl = Plastic
Co = Concrete
Al = Corrugated aluminum
AB = Asbestos cement
Abbreviations for existing pipe materials
Ep = Epoxy coated
CIM = Chevron industrial membrane
U = Uncoated
PO = Polyethylene inside lining, polymeric outside
PM = Polymeric, 10 Mil. thkn. coated both sides
Abbreviations for protective coatings for metal pipe
concrete pipe is 15".
Minimum allowable diameter for Class 1 nonreinforced
E = Elliptical (5% nominal elongation)
R = Round
A = Pipe - Arch
axis, prior to loading
Cross-sectional shape of pipe normal to longitudinal
alternates use a separate line for each type of material.
When galvanized iron or steel and aluminum are acceptable
Cross-sectional dimensions may vary with different materials.
vary. Design height of cover shall be measured to subgrade.
pipe materials. The height of cover for any given run of pipe may
Design height of cover is the critical design height used to select
for the type of material and the diameter of the pipe involved.
5. All pipes shall conform to the AASHTO specification applicable
4. Dimensions shown are nominal.
corrugations. For connecting details, see Std Drg. No. RD326.
3. Extension of existing metal culverts may be of unlike metal or
2. A new pipe culvert installation shall be of like material throughout.
1. A check ( ) indicates column heading applies.
GENERAL NOTES:
FOOTNOTES:
1
2
3
4
5
6
PLASTIC & IRON
D
U
C
T
I L E
I R
O
N
-
P
I P
E
C
L
A
S
S
P
O
L
Y
P
R
O
P
Y
L E
N
E
,
T
R
I P
L E
W
A
L
L
P
O
L
Y
P
R
O
P
Y
L E
N
E
,
D
O
U
B
L
E
W
A
L
L
C
O
R
R
U
G
A
T
E
D
H
D
P
E
S
O
L I D
W
A
L
L
H
D
P
E
SPIRAL RIB
SMOOTH WALL
P
I
P
E
2
0
0
8
-
F
i
l
e
U
p
d
a
t
e
:
S
e
p
t
.
2
0
1
6
2
3
SPIRAL RIB
SMOOTH WALL
(Inches)
PLATE THKN.
(Inches)
PLATE THKN.
"2
12 " x
S
H
E
E
T
N
U
M
B
E
R
N
O
T
E
N
o
.
O
N
P
L
A
N
S
D
E
S
I G
N
H
E
I G
H
T
O
F
C
O
V
E
R
CIRCULAR OR ELLIPTICAL
SIZE IN (Inches)
LENGTH IN FEET
PIPE
PIPE - ARCH
HELICAL
Seam
or Lock
Welded
Riveted
LENGTH DIMENSIONS
SECTIONAL
CROSS-
SPAN RISE
(Feet-Inches)(Feet)
2
D
R
A
I N
(
P
E
R
F
O
R
A
T
E D
)
C
U
L
V
E R
T
(R
O
A
D
A
P
P
R
O
A
C
H
)
C
U
L
V
E R
T
(C
O
N
D
U
I T
)
C
U
L
V
E R
T
I R
R
I G
A
T
I O
N
S
I P
H
O
N
S
T
O
R
M
S
E
W
E
R
S
A
N
I T
A
R
Y
S
E
W
E
R
O
T
H
E
R
S
(S
E E
R
E
M
A
R
K
S
)
W
A
T
E R
T
I G
H
T
J O
I N
T
S
S
L
O
P
E
A
N
C
H
O
R
S
I M
P
E
R
F
E C
T
T
R
E
N
C
H
P
H
R
E
S
I S
T
I V
I T
Y
(H
U
N
D
R
E
D
S
)
USE / INSTALLATION CRITERIA
1
(
F
E
E
T
)
(Inches)
SIZE
RND
EQUIV.
(Inches)
RADII
CORNER
TREATMENT
TERMINAL
LT.
RT.
E
N
D
S
S
L O
P
E
D
60" Dia.
Over
Conc. Pipe
Not For
S
K
E
W
N
U
M
B
E R
P
A
V
E
D
E
N
D
S
L
O
P
E S
No.(Inches)
THKN.
PLATE
(Inches)
THKN.
PLATE
C
R
O
S
S
S
E
C
T
I O
N
3
"4
1" x 2
11
RIVETED, WELDED OR LOCK SEAM
SIZE OF CORRUGATIONS
ALUMINUM
HELICAL CORRUGATED METAL
ALTERNATE MATERIALS
ALUMINIZED OR GALVANIZED IRON AND STEEL
SIZE OF CORRUGATIONS
RIVETED, WELDED OR LOCK SEAM
"4
1" x 2
11 3" x 1"COATING
55333
(Inches)
THKN.
PLATE
C
R
O
S
S
S
E
C
T
I O
N
(Inches)
THKN.
PLATE
C
R
O
S
S
S
E
C
T
I O
N
(Inches)
THKN.
PLATE
C
R
O
S
S
S
E
C
T
I O
N
G
A
L V
A
N
I Z
E
D
A
L U
M
I N
I Z
E
D
2
3 "2
12 " x
(Inches)
THKN.
PLATE
3 3 5
C
R
O
S
S
S
E
C
T
I O
N
C
R
O
S
S
S
E
C
T
I O
N
C
O
A
T
I N
G
LOCK SEAM
3 5
C
R
O
S
S
S
E
C
T
I O
N
C
O
A
T
I N
G
" O.C.2
1@ 11
" x 1"4
3
Or
" O.C.2
1@ 7
"4
3" x 4
3
3" x 1"
RIGID
PRE-CAST CONCRETE
REINF.PLAIN
4
" O.C.2
1@ 11
" x 1"4
3
Or
" O.C.2
1@ 7
"4
3" x 4
3
G
A
L V
A
N
I Z
E
D
C
R
O
S
S
S
E
C
T
I O
N
A
L U
M
I N
I Z
E
D
3 5 5
LOCK SEAM
COATING
1 2 3 I I I
I V V
C
O
V
E
R
T
O
I N
V
E R
T
D
E
P
T
H
,
T
O
P
O
F
P
I P
E
I N
B A
S
E
D
I A
M
E
T
E
R
O
F
L A
R
G
E
S
T
MANHOLES
CONC.
(Feet)(In.)
TYPE
INLETS
APPURTENANCES
EXTENSION
R
I G
H
T
L
E
F
T
(Feet)
E X T
G
.
P
I P
E
M
A
T
E
R
I A
L
REMARKS
S
P
E C
I A
L
D
R
O
P
M
A
N
H
O
L
E
C
A
S
T
-
I N
-
P
L
A
C
E
P
R
E
C
A
S
T
Required
Number
RD346
RD345
RD344
RD343
RD342
RD340
RD339
RD338
RD336
RD335
RD334
RD332
RD330
RD328
RD327
RD326
RD325
RD324
RD322
RD321
RD320
RD319
RD318
RD317
RD316
RD312
RD310
RD308
RD306
RD304
RD302
RD300
RD399
RD398
RD393
RD391
RD390
RD388
RD386
RD384
RD382
RD380
RD378
RD376
RD374
RD373
RD372
RD371
RD370
RD368
RD367
RD366
RD365
RD364
RD363
RD362
RD360
RD358
RD356
RD354
RD352
RD350
RD348
Large Precast Manhole
Pipe To Manhole Connections
Standard Manhole Base Section
24" Manholes
Shallow Manholes
Storm Sewer Pollution Control Manhole
Pipe To Structure Connections
Standard Sanitary Sewer Manhole
Standard Manhole Details
Standard Storm Sewer Manhole
Locator Post
Pipe Slope Anchors - Concrete
Pipe Slope Anchors - Metal
Slotted C.M.P. Drain Details
Coupling Bands For Corrugated Metal Pipe
Coupling Bands For Corrugated Metal Pipe
Coupling Bands For Corrugated Metal Pipe
Safety End Section For Concrete, PVC, HDPE & Polypropylene Pipe
Safety End Section For Metal Pipe
Paved End Slope With Removable Safety Bar(s)
Paved End Slope For Culverts 60" Maximum Pipe Size
Miscellaneous Culvert Details
Sloped Ends For Concrete Pipe
Culvert Embankment Protection And Riprap Pads
Sloped Ends For Metal Pipe
Subsurface Drain
Shallow/Deep Trench Service Connection, Blocking and Markers
Bore Casing Detail
Concrete Encasement, Cradle, and Cap Details
Arch Pipe Backfill/Compaction
Street Cut
Trench Backfill, Bedding, Pipe Zone And Multiple Installations
Stormwater Treatment and Storage Facility Field Markers
Culvert ID Marker
Fill Height Tables For Polypropylene Pipe
Fill Height Table For Steel Reinforced HDPE Pipe
Fill Height Table For Corrugated HDPE Pipe
Fill Height Tables For PVC Pipe
Fill Height Table For Circular Concrete Pipe
Fill Height Tables For Aluminum & Steel Spiral Rib Pipe
Fill Height Tables For Aluminum & Steel Arch Pipe
Fill Height Tables For Aluminum & Steel Corrugated Pipe
Type "3" Catch Basin, Frame and Grate
Inlet Cap & Inlet Adjustment
Miscellaneous Drainage Structures Siphon Box,
Area Drainage Basin Or Field Inlet
Concrete Inlet Top, Option 2 Type CG-3
Concrete Inlet Top, Option 1 Type CG-3
Concrete Inlet Base Type CG-3
Ditch Inlet Type D
Concrete Inlets Type M-E, M-O, B And B-SL
Curb Inlet Channel
Concrete Inlets Type CG-1, CG-2
Frames & Grates For Concrete Inlets
Concrete Inlets Type G-1, G-2, G-2M, & G-2MA
Gutter Transition At Inlet
Sanitary Cleanout
Manhole Frame Adjustment
Manhole Slope Protectors
Manhole Covers And Frames
Carry Through Manhole - Storm
Outside Drop Manholes
Sanitary Sewer Piped Inside Drop Connection for Manholes
Manhole With Inlet
2B
PIPE DATA SHEET
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Ben Wewerka
P
V
C
-
1 2
9
P
S
I
S
T
I
F
F
N
E
S
S
30
49
3
1.6
124
7
10 500.9
0.9 10311
12 0.9
8 0.9 82
9 0.9 90
4
P
V
C
-
4
6
P
S
I
S
T
I
F
F
N
E
S
S
S
D
R
3
5
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_3.dgn :: Default 2/20/2019 2:51:53 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Nicholas Polenske
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
Irr. Irr. Irr.
+
8
2
.
4
1
1
5
7
.
8
1
+
1
2
.
4
1
1
5
7
.
2
3
+
4
2
.
4
1
1
5
7
.
0
8
-1
.
95%
60' V.C.
60' V.C.
K=41.36
+
2
9
.
5
5
1
6
0
.
9
8
K=15.78
1
6
1
.
2
8
1
6
1
.
5
6
1
6
0
.
7
0
1
6
1
.
0
1
+
6
0
.
1
8
+
4
3
.
3
8
+
8
9
.
4
1
+
9
0
.
1
8
1.85%
T 38.13'
R 100.000' C.R.
"T"
"
T
"
3
+
0
0
"
T
"
1
+
0
0
"
T
"
2
+
0
0
"
T
"
2
+
7
5
.
8
3
P
.
C
.
"
T
"
3
+
4
8
.
6
7
P
.
T
.
"
T
"
1
+
3
4
.
5
7
P
.
T
.
T
5
6.
5
1'
R
5
5.
0
0
0'
C
.
L.
"
T"
"T" 0+46.68 P.C.
"T" 0+14.28 P.T.
4
2"
C
O
N
C (
N): 1
4
5.9
0'
4
2"
C
O
N
C (
S): 1
4
6.0
0'
RI
M
E
L: 1
5
9.7
0'
Sa
n.
M.
H.
3
PLAN AND PROFILE
"T" LINE
"T" LINE
Sec. 34 & 35, T. 1 S., R. 1 W., W.M.
Sec. 3, T. 2 S., R. 1 W., W.M.
1
0+00 1+00 2+00
160
150
152
154
156
158
162
148
3+00
SW TIEDEMAN AVENUE
@ {
Profile grade
@ {
Extg. ground
1
STA. "T" 0+43.38
BEGIN PROJECT
Subgrade
Subgrade
R/W
R/W
R/W
R/W
2
3
4
1
0
"
limits
Paving
4'4'
5 '
5 '
2
2
3
2
LEGEND
Wetland
No work zone
4
6
5
146
Exc. 98 C. Y.
Emb. 297 C. Y.
20 4001020
SCALE IN FEET
20 400
SCALE IN FEET
2
4
0
7
Fill limits
Cut limits
6
M A
T
C
H L
I N
E
S
E
E
S
H E
E
T
4
N84°31'45"E
High point
7
8
2
1
0
"
3
Infilltration trench
10
12
11
8
9a
10
11
5
1312
13
filter strip
Vegetated corridor
(For details, see sht. GJ)
Vegetated corridor as filter strip
(For details, see sht. GJ)
Inst. 4" perforated drain pipe - 30'
Const. infiltration trench C
Sta. "T" 3+48 to Sta. "T" 3+78, Lt.
(For details, see sht. GJ)
Inst. 4" perforated drain pipe - 103'
Const. infiltration trench B
Sta. "T" 2+75 to Sta. "T" 3+78, Rt.
(0-8' Rt., L=8'), (0-7.5' Lt., L=7')
Removed 0-6" curb along back of ramps
FG "T" 02+37, 14' Lt.
Valve box (Water) adjusting to
(For details, see sht. GJ)
Inst. 4" perforated drain pipe - 50'
Const. infiltration trench, A
Sta. "T" 0+50 to Sta. "T" 1+00, Rt.
bollard
City of Tigard to place removable
Adjust valve box to finish grade
(See drg. no. RD300)
Remove extg. culvert pipe
Inv. out - 158.00
Inv. in - 158.67
5' depth
Inst. 12" storm sew. pipe - 49'
Sta. "T" 0+65.75, 16.5' Rt.
(For details, see sht. 2A)
Reconstruct asph. approach
Relocated PGE pole to "T" 3+28, 17' Lt.
(By Portland General Electric)
Relocate utility pole
Const. surface mounted tubular marker
(Contractor to verify locations)
Protect extg. waterline in place
(For details, see sht. GA)
Remove tree
(See drg. no. RD815)
(For drg. nos., see sht. 1)
Const. type CL-4R fence - 80'
Const. retaining wall
Sta. "T" 3+45.00, 8' Lt.
Sta. "T" 2+65.00 to
9a
11a
12a
12a
11a
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_4.dgn :: Default 2/20/2019 3:00:10 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Nicholas Polenske
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
+
2
7
.
1
3
1
5
6
.
1
6
+
3
7
.
9
7
1
5
6
.
1
3
+
5
7
.
1
3
1
5
6
.
0
1
+
8
7
.
1
3
1
5
6
.
6
9
+
1
1
.
8
5
1
5
7
.
2
5
-0.50%
2.26%60' V.C.
K=21.75
T 38.13'R 100.000' C.R."T"
"
T
"
4
+
0
0
"
T
"
5
+
0
0
"
T
"
4
+
9
1
.
8
2
P
.
C
.
"T" 5+33.85 P.T. T 21.92'R 60.000' C.L."T"
"
T
"
6
+
0
0
"T" 5+48.58 P.C.
"
T
"
6
+
1
1
.
8
5
P
.
O
.
T
.
T 34.93'
R 60.000' C.R."T"
42" CONC (N): 145.90'
42" CONC (S): 146.00'
RIM EL: 159.70'
San. M.H.
82013881CITY OF TIGARD SEWER EASEMENT
4
PLAN AND PROFILE
"T" LINE
"T" LINE
Sec. 34 & 35, T. 1 S., R. 1 W., W.M.
Sec. 3, T. 2 S., R. 1 W., W.M.
1
160
150
152
154
156
158
162
164
148
160
162
164
3+00 4+00 5+00 6+00
EUNEVA NAMEDEIT WS
@ {
Profile grade
@ {
Extg. ground
O.
H.
W.
O.
H.
W.O.H.
W.
O.
H.
W.
1
Match extg.
"E" LINE
Match extg.
"
T
"
4
+
9
9
.
5
5
P
.
0
.
T
.
"
E
"
0
+
8
6
.
1
6
P
.
0
.
C
.
STA. "T" 6+11.85
END PROJECT
SubgradeSubgrade
T 43.47'
R 60.000' C.L.
"E"
"E" 0+00
R/W
R
/
W
R/W
Wetland
1
0
"
1
0
"
2
4
limits
Paving
5'5'
5
'
5
'
Paving limits
5
'
5
'
C
r
e
e
k
F
a
n
n
o
3
5'5'
O.H.W. elev. 152.00
3
5
4
' R
.20' R.
Mitigation area
Emb. 57 C. Y.
2
2
(Class 100), typ.
Loose riprap
20 4001020
SCALE IN FEET
20 400
SCALE IN FEET
2
4
0
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
3
Low point
Fill limits
R/W
No work zone
LEGEND
6
7
Exc. 33 C. Y.277 C. Y.
Mitigation Exc.
200 C. Y.
Mitigation Exc.
9
8
4
5
6
7
8
9
10
10
Infiltration Trench
Filter Strip
Vegetated Corridor
(For details, see sht. GJ-2)
Vegetated corridor as filter strip
(For details, see sht. GJ)
Inst. 4" perforated drain pipe - 90'
Const. infiltration trench, E
Sta. E 0+00 to Sta. "E" 0+90, Rt.
(For details, see sht. GJ)
Inst. 4" perforated drain pipe - 82'
Const. infiltration trench, D
Sta. "T" 4+58 tp Sta "T" 5+60, Rt.
Protect trees
(For details, see sht. GH)
Exc. 477 cu. yd.
Mitigation excavation
line in place
Protect extg. sanitary sewer
(For details, see sht. GA)
Remove tree
(See drg. no. RD360)
Proposed rim elev. - 156.95
Extg. rim elev. - 156.53
Minor adjustment of manhole
(For details, see sht. GH-2)
Const. loose riprap (Class 100) - 44 cu. yd.
(For drg. nos., see sht. 1)
Const. structure - 80'
Pre-fabricated Bridge
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_4A.dgn :: Default 2/20/2019 3:22:57 PM rschultz
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
NO.
SHEET
WASHINGTON COUNTY
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Nicholas Polenske
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
+
0
0
.
0
0
1
5
7
.
6
0
+
0
0
.
9
9
1
5
7
.
5
6
+
1
3
.
4
9
1
5
6
.
9
8
+
2
5
.
9
9
1
5
6
.
8
6
+
6
4
.
6
3
1
5
6
.
5
0
-
4.
6
3
%
-0.93%
25' V.C.
K=6.76
4A
160
150
152
154
156
158
162
164
148
0+00 1+00
@ {
Profile grade
@ {
Extg. ground
Emb. 16 C. Y.20 400
SCALE IN FEET
2
4
0
PROFILE
"E" LINE
166
168
170
172
174
146
144
142
140
138
160
150
152
154
156
158
162
164
166
168
170
172
174
Subgrade
1
0
"
"T" LINE
Exc. 9 C. Y.
ONLY
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
REVISED AS CONSTRUCTED
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_GA.dgn :: Default 2/20/2019 3:24:35 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Nicholas Polenske
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
GA
EROSION CONTROL DETAILS
trees.
when the work area is within the CRZ of
6. Additional protective fencing may be required
care shall be taken during excavation.
be taken to minimize root disturbance. Special
5. If work is done within the CRZ, care must
take place within the CRZ, except as dir.
4. No soil grade changes or compaction shall
trunk for every 1" of dia. size.
area with a radius of at least 18" from the
3. The CRZ for trees over 4" dia. shall be an
the trunk.
be an area with a radius at least 5' from
2. The CRZ for trees 4" dia. or smaller shall
zone (CRZ) as dir.
shall be protected within the critical root
1. Trees adjacent to designated clearing limits
NOTES:
fencing
Temporary
M
i
n
.
4
'
fencing
Temporary
Between stakes
6' max.
fence stakes
6' metal "T"
(CRZ)
Zone of protection
M
i
n
.
4
'
mesh fencing
Orange plastic
fence stakes
6' metal "T"
TYPICAL TREE PROTECTION
FENCING DETAIL
TEMPORARY FENCING
POINT NO.TYPE SIZE (IN.)REMOVE
TREE REMOVAL IDENTIFICATION TABLE
Orange sediment fence may be used where sediment fence and temporary orange fence overlap.
Install measures within the right-of-way unless directed otherwise.
water does not enter the roadway or drainage system, or violate applicable water standards.
applicable to each staging phase. Construct in such a manner so as to ensure that sediment and sediment-laden
Standard Specifications for Construction. Implement this plan for all clearing and grading activities and in segments
Develop a revised plan of the Erosion and Sediment Control measures shown as required by Section 00280, Oregon
the site.
these measures for unexpected storm events to ensure that sediment and sediment-laden water does not leave
Erosion and Sediment Control measures shown on this plan are for anticipated site conditions. Adjust or upgrade
Standard Specifications for construction and the Erosion Control permit.
responsibility of the contractor for the duration of the project to comply with Section 00280 of the Oregon
The construction, adjustment, maintenance, and upgrading of these Erosion and Sediment Control measures is the
GENERAL NOTES:
51481
51480
51479
51478
51477
51306
51225
51028
50826
50825
Deciduous
Deciduous
Deciduous
Deciduous
Deciduous
Deciduous
Coniferous
Deciduous
Deciduous
Deciduous
8
11
6
10
10
6
8
10
10
18
X
X
X
X
X
X
X
X
X
X
CWS STANDARD DRAWINGS
Standard Erosion Control Notes for Sites Less Than 1 Acre
Inlet Protection - Type 4
Concrete Washout
Wattles
Sediment Fence
Construction Entrance
Matting Channel Installation
945
915
900
880
875
855
805
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_GA-2.dgn :: Default 2/20/2019 3:26:34 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Nicholas Polenske
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
1 6
0
Irr. Irr. Irr.
160
1 6
0
1
6
0
"
T
"
3
+
0
0
"
T
"
1
+
0
0
"
T
"
2
+
0
0
"T" LINE
Sec. 34 & 35, T. 1 S., R. 1 W., W.M.
Sec. 3, T. 2 S., R. 1 W., W.M.
1
SW TIEDEMAN AVENUE
STA. "T" 0+43.38
BEGIN PROJECT
R/W
R/W
R/W
R/W
limits
Paving
LEGEND
Wetland
No work zone
20 4001020
SCALE IN FEET
Fill limits
Cut limits
M A
T
C
H L
I N
E
GA-2
EROSION CONTROL PLAN
S
E
E
S
H E
E
T
G
A
-3
Remove deciduous tree
Protect deciduous tree
Remove coniferous tree
Protect coniferous tree
2
3
4
Flow arrow
Orange plastic mesh fence
Slope matting
Construction entrance
"
T
"
1
+
0
0
1 3
3
1
2
3
3 1
4
1
3
1
Orange sediment fence
(See CWS std. drg. 915, sht. GA-5)
Inst. inlet protection, type 4
(For details, see sht. GA)
Inst. orange plastic mesh fence
(See CWS std. drg. 875, sht. GA-4)
Inst. orange sediment fence
(See CWS std. drg. 855, sht. GA-4)
Const. construction entrance, type 1
(See CWS std. drg. 805, sht. GA-4)
Inst. slope matting, type C
5
5
Inlet protection
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_GA-3.dgn :: Default 2/20/2019 3:27:58 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Nicholas Polenske
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
"
T
"
4
+
0
0
"
T
"
5
+
0
0
"
T
"
6
+
0
0
"T" LINE
Sec. 34 & 35, T. 1 S., R. 1 W., W.M.
Sec. 3, T. 2 S., R. 1 W., W.M.
EUNEVA NAMEDEIT WS
O.
H.
W.
O.
H.
W.O.H.
W.
O.
H.
W."E" LINE
STA. "T" 6+11.85
END PROJECT
"E" 0+00
R/W
R
/
W
R/W
limits
Paving
Paving limits
C
r
e
e
k
F
a
n
n
o
M
A
T
C
H
L
I
N
E
R/W
GA-3
EROSION CONTROL PLAN
1
20 4001020
SCALE IN FEET
S
E
E
S
H
E
E
T
G
A
-
2
LEGEND
Wetland
No work zone
Fill limits
Cut limits
Remove deciduous tree
Protect deciduous tree
Remove coniferous tree
Protect coniferous tree
Flow arrow
Orange plastic mesh fence
Slope matting
Construction entrance
Mitigation area
2
3
3 2
2
3
2
1
2
Orange sediment fence
1 1
O.H.W.
asphalt path
Protect extg.
requirements in mitigation area.
See special provisions for seeding
NOTE:
(See CWS std. drg. 880, sht. GA-5)
after excavation for floodway mitigation
Inst. wattles at ordinary high water
(For details, see sht. GA)
Inst. orange plastic mesh fence
(See CWS std. drg. 875, sht. GA-4)
Inst. orange sediment fence
(See CWS std. drg. 805, sht. GA-4)
Inst. slope matting, type C
4
Wattles
"
T
"
4
+
0
0
CWS ease.
CWS ease.
4
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_GA-4.dgn :: Default 2/20/2019 3:31:25 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Nicholas Polenske
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
EROSION CONTROL DETAILS
GA-4
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_GA-5.dgn :: Default 2/20/2019 3:32:57 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Nicholas Polenske
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
EROSION CONTROL DETAILS
GA-5
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_GA-6.dgn :: Default 2/20/2019 3:34:29 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Nicholas Polenske
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
EROSION CONTROL DETAILS
GA-6
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_GH.dgn :: Default 2/20/2019 3:36:10 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
"
T
"
4
+
0
0
"
T
"
5
+
0
0
"
T
"
6
+
0
0
34 35
23
42" CONC (N): 145.90'
42" CONC (S): 146.00'
RIM EL: 159.70'
San. M.H.
82013881CITY OF TIGARD SEWER EASEMENT
S39°43'2"E
S
5
°
3
4
'
3
1
"
E
S
3
0
°
1
8'
4
8
"
E
S
6
7
°
2
0'
1
4
"
E
S
6
0°5
7'2
7"
E
S53°41'0"E
S38°20'32"
E
"FC" 11+55.13 P.I.
"FC" 10+14.26 P.I.
"FC" 11+23.79 P.I.
"F
" 1 1 +
7 7 .8 1 P
.I .
"F " 1 2 +0 2 .5 8 P .I .
"F" 12+28.43 P.I."F C
" 1 2 +0 0
"FC" 11+00
"FC" 10+00
"FC" 10+00.00 P.I. =
"T" 4+02.98, 71.83' Lt.
"F" 12+49.22 P.I. =
"T" 4+92.89, 137.36' Rt.
GH
"T" LINE
EUNEVA NAMEDEIT WS
O.
H.
W.
O.
H.
W.O.H.
W.
O.
H.
W."E" LINE
"E" 0+00
R/W
R
/
W
R/W
C
r
e
e
k
F
a
n
n
o
20 4001020
SCALE IN FEET
R/W
No work zone
LEGEND
FLOODWAY MITIGATION
PLAN
"FC" LINE
STATION
OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET
A
B C D E
F
Sl. 1.00%Sl. 1.00%
Sl.
1:
2 Sl. 1:2
TYPICAL MITIGATION SECTION
and elevation data at points A - F.
See Table, this sheet for station, offset
NOTE:
OHW elev. 152.00
Extg. channel
Extg. ground
Finish grade
{
"FC"
Wetland
Wetland
grading
Limits of
grading
Limits of
line
Break
line
Break
A
ELEV.
N/A
N/A
14.01 Lt.
22.17 Lt.
24.31 Lt.
N/A
30.41 Lt.
34.72 Lt.
N/A
35.29 Lt.
37.52 Lt.
41.89 Lt.
42.00 Lt.
38.66 Lt.
N/A
N/A
20.27 Lt.
N/A
13.53 Lt.
N/A
N/A
154
154
153.70
N/A
153.26
153.61
N/A
153.61
153.65
154.85
154.86
154.91
N/A
N/A
155.47
N/A
152.18
B
ELEV.
C
ELEV.
D
ELEV.
E
ELEV.
F
ELEV.
N/A
N/A
152.25
152.25
152.25
N/A
152.25
152.25
N/A
152.25
152.25
152.25
152.25
152.25
N/A
N/A
152.25
N/A
N/A
N/A
N/A
152.00
152.00
152.00
N/A
152.00
152.00
N/A
152.00
152.00
152.00
152.00
152.00
N/A
N/A
152.00
N/A
152.00
N/A
N/A
10.51 Lt.
18.67 Lt.
21.41 Lt.
N/A
28.39 Lt.
32.00 Lt.
N/A
32.57 Lt.
34.72 Lt.
36.69 Lt.
36.78 Lt.
33.34 Lt.
N/A
N/A
13.83 Lt.
N/A
N/A
N/A
N/A
12.06 Lt.
14.17 Lt.
15.63 Lt.
N/A
19.08 Lt.
14.05 Lt.
N/A
11.55 Lt.
12.72 Lt.
17.28 Lt.
17.41 Lt.
16.94 Lt.
N/A
N/A
12.36 Lt.
N/A
13.28 Lt.
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Ben Wewerka
"FC" 12+34.00
"FC" 12+21.00
"FC" 12+06.43
"FC" 11+90.00
"FC" 11+80.00
"FC" 11+70.00
"FC" 11+50.00
"FC" 11+37.03
"FC" 11+23.79
"FC" 11+20.00
"FC" 11+10.00
"FC" 10+70.00
"FC" 10+65.00
"FC" 10+60.00
"FC" 10+50.00
"FC" 10+40.00
"FC" 10+30.00
"FC" 10+25.48
"FC" 10+16.49
*
*
*
*12.26 Lt.
12.78 Lt.
N/A
N/A
12.86 Lt.
12.40 Lt.
N/A
16.49 Lt.
17.30 Lt.
13.70 Lt.
N/A
N/A
N/A
12.14 Lt.
12.32 Lt.
10.39 Lt.
12.88 Lt.
15.07 Lt.
N/A
152.00
152.00
N/A
N/A
152.00
152.00
N/A
152.00
152.00
152.00
N/A
N/A
N/A
152.00
152.00
152.00
152.00
152.00
N/A
N/A
14.67 Lt.
N/A
N/A
31.27 Lt.
30.01 Lt.
N/A
26.66 Lt.
29.62 Lt.
27.48 Lt.
N/A
N/A
N/A
25.43 Lt.
24.12 Lt.
19.66 Lt.
15.87 Lt.
N/A
N/A
N/A
152.25
N/A
N/A
152.25
152.25
N/A
152.25
152.25
152.25
N/A
N/A
N/A
152.25
152.25
152.25
152.25
N/A
N/A
152.00
153.17
N/A
N/A
154.71
154.60
N/A
154.89
154.88
154.89
N/A
N/A
N/A
153.35
152.75
153.27
152.76
152.06
N/A
elevations prior to construction.
Field verify offsets and*
Protect trees
trees
Protect
Mitigation area
12.26 Lt.
16.50 Lt.
N/A
N/A
31.77 Lt.
30.51 Lt.
N/A
27.16 Lt.
30.12 Lt.
27.98 Lt.
N/A
N/A
N/A
25.93 Lt.
24.62 Lt.
20.16 Lt.
16.37 Lt.
15.37 Lt.
N/A
12'
8'
20'
11'
19'
6.56'
T
y
p
.
3
'
2
4
'
2
4
'
No work zone
LEGEND
PLAN
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Ben Wewerka
GH-2
RIPRAP DETAILS
Datum, 1988.
North American Vertical
Elevation are based on
NOTE:
R
/
W
R
/
W
C
r
e
e
k
F
a
n
n
o
"T" LINE
"
T
"
4
+
0
0
T
r
u
s
s
protected
be preserved &
Extg. utility to
O.H.W.
O.H.W.
protected
be preserved &
Extg. utility to
T
r
u
s
s
toe trench
Bottom of
toe trench
Bottom of
ELEVATION
O.H.W. elev. 152.0
7'
2.5'
1.5'
Sl.
1:
2
Sl.
1:
2 Sl. 1.00%
@ "T" Line
Extg. ground
Riprap, class 100, typ.
8'
1.5'
2.5'
T
yp.3
'
T
y
p
.
Sl. 1:2
Sl. 1:2 ground
Finish
1.5'Sl. 1.00%
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_GH-2.dgn :: Default 2/20/2019 3:51:11 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
El. 156.50
El. 156.90
100 yr. elev. 159.98
"T" 4+58.00
{ Bent 2
"T" 3+78.00
{ Bent 1
N84°31'45"E
path7200'-0"
48000'-0" ctr.-ctr. steel truss bridge
{ Bent 1 { Bent 2
GJ
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Ben Wewerka
R/W
"T" LINE
10 200510
SCALE IN FEET
Nom. comp. thkn. - 24"
Shoulder aggregate base
~
Sl. 1:3
Trench
Infiltration
Ft
(W)
Width
Ft
(D)
Depth
In
(S)
Storage Depth
A
B
C
D
E
2
2
varies
varies
varies
2
2
2
2
2'-3"
9
9
12
9
9
4" perforated drain pipe
INFILTRATION TRENCH
A
A
{
"T"
Sl. 1:3
Nom. comp. thkn. - 6"
Aggregate base
Nom. thkn. - 2"
Level 2, •"
ACP wearing course
~
Nom. thkn. - 2"
Level 2, •"
ACP base course
Sl. 1:3
Nom. comp. thkn. - 10"
Shoulder aggregate base
2'2'
Sl. 0.5%
Sl.
6.
0
%
15' max
SECTION A-A
STORMWATER DETAILS
VEGETATED CORRIDOR AS FILTER STRIP
"T" 3+00
"
T
"
1
+
0
0
"T" 2+00 5'5'
Sl. 1.5%
S
W
D
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_GJ.dgn :: Default 2/20/2019 3:54:20 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
Irr.
Irr. Irr.
"
T
"
1
+
0
0
"T" 2+00
pw:\\pwcs01e.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\As-Constructs\36016f_GJ-2.dgn :: Default 2/20/2019 3:55:31 PM rschultz
NO.
SHEET
ENGINEERS
CONSULTING
www.obec.com LAKE OSWEGO; SALEM; MEDFORD, OREGON; VANCOUVER, WASHINGTON
REGIONAL OFFICES:
920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089
CORPORATE OFFICE:
ONLY
REVISED AS CONSTRUCTED
2-11-19 CONTRACT: OBEC PROJ. NO. 360-16
WASHINGTON COUNTY
SW TIEDEMAN AVENUE
TIEDEMAN REALIGNMENT OF
FANNO CREEK GREENWAY TRAIL
"
T
"
5
+
0
0
"
T
"
6
+
0
0
Section line in easement description
Drafted By - Serban Dinca
Checked By - Amy Jones
Designed By - Ben Wewerka
GJ-2
"T" LINE
10 200510
SCALE IN FEET
VEGETATED CORRIDOR AS FILTER STRIP
STORMWATER DETAILS
"
T
"
6
+
0
0
typ.
1'-0"
SEC. 34, T1S, R1W, W.M.
N
99
217
LOCATION MAP
No Scale
SCALE WARNING
drawing is not to scale.
measure one inch, then
If scale bar does not
1
OAKIRONWOOD
SCHOLLSWOOD
CT.
A
S
H
W
O
O
D
G L E N W O O D
HAZELWOOD
C
T.
C T .LP.
DR.
COTTONWOOD LN.
WILLOWWOODCT.C T .
B O X W O O D
MANZANITA
A V E .
TIMOTHY
PL.
NORTH DAKOTA ST.
1 0 8 T H
A V E .
CT.108TH
NORTH DAKOTA ST.
Ash
Creek
9 5 T H A V E .
LONGSTAFF
NORTH DAKOTA ST.
L O M I T A
A V E .
9 0 T H
A V E .
9 2 N D
A V E .
9 4 T H
A V E .
A V E .
9 5 T H
9
7
T
H
C
T
.
9
2
N
D
A
V
E
.
LEWIS LN.
G
R
E
E
N
B
U
R
G
RD.S
C
O
T
T
C
T
.
9 8 T H
A V E .
A V E .
A V E .
9 1 S T
A V E .
TIGARD
ST.
1 0 8 T H
A V E .
1 1 5 T HBURLCRESTDR.
SUMMERCREST
TIGARD DR.
S
U
M
M
E
R
C
R
E
S
T
1 1 4 T H P L .
KATHERINE
LYNN
ANN ST.
1 1 6 T H
A V E .
WALNUT
ST.
ERROL ST.1 1 2 T H A V E .
FOWLER
MEADOW ST.
KATHERINE
K
A
R
O
L
C
T
.
P
L.
C L Y D E S
D A L E
C T .
1 0 6 T H
J
O
H
N
S
O
N
J
O
H
N
S
O
N
S
T.
C
T.
GRANT
A V E .
A V E .
ST. ANTHONY
ST.COMMERCIAL
C
O
M
M
E
R
CI
A
L
CENTERC
E
N
T
E
R
S
T
.92ND
TI
G
A
R
D
S
T.
BURNHAM
ST.
FRE
WIN
G
CT.
GLEN
F
R
E
WI
N
G
Mc
K
E
N
ZIE
S
T.
V ILLA G E
WALNUT PL.
G
A
R
R
E
T
T
Cree
k
GRANT
G
R
A
N
T
CT.CHARLES
PATHFINDERCT.
COOK
PARK W A T K I N S
AVE.
ST.
PATHFINDER
WY.
107TH CT.
WATKINS
PL.
MIRA
C
T
.
A V E .
MORGEN
CT.
E
R
S
T
E
EDEN
A
M
B
I
A
N
C
E
L P .
C
T.
C
T
.
CT.
S
O
N
N
E
H O W A R D
D R .J
A
M
ES
C
T.
FONNER
1
1
1
T
H
P
L
.
FONNER ST.
ST.
DR.
A V E .
A V E .
90TH
FannoC
L
Y
D
E
S
D
A
L
E
A V E .
JOHNSON
ST.
RD.
ELECTRICST.
P
L.
V
E
N
U
SCT.1 1 0 T H
A V E .
LN.
SCHOOL ST.W
A
L
N
U
T
S
T.
AVE.9 2 N D
9 5 T H
ST.
T I E D E M A N
DAWNS
CT.
ST.
ST.
DR.
ST.
1 1 4 T H
P L .
1 0 9 T H
A V E .
ASH DR.
BURNHAMCT.GLENCIR.
D R .
HILLCT.AVE.LONDON
CT.
A V E .
1 1 6 T H
CT.
WINDSOR
P O N D E R O S A
P L .
1 0 6 T H
A V E .
1 1 6 T H
1 1 8 T H
WOODLAWN
PENN
C T .
CT.
CT.
BLACK
W
Y.
WINDSOR
PL.
A
V
E.
S T .
BR
O
O
KSIDE
B
R
O
O
KSIDE
PL.
CT.
C
T.
ANGEL
PL.
TANGELA
ST.
9 3 R D
A V E .
LINCOLN
WOODARD
PARK
ENGLEWOOD
PARK
BROOKSIDE
DIAMOND
Greenburg
Greton
SCHOOL
TIGARD
ELEM.
SCHOOL
THOMAS R.
MIDDLE
SCHOOL
SHADY LN.
ST.
GENEVA
A V E .
1
1
9
T
H
A
V
E
.
9 1 S T
C T .
1 1 7 T H
T E R R .
C
T.
113TH
PL.
ERROL
LN.
A V E .
LN.
BAMBI
1 1 4 T H
T E R R .
1 1 4 T H
P
L.
S
W
E
E
N
E
YCT.
SHROPE
CT.
P
L
.
1
1
3
T
H
G A L L O
A V E .
DR.
SUZANNE
T H U N D E R
B U F F A L O
V E N T U R A
C T .
T E R R .
P L .
CT.
ELTON
1 1 6 T H
1 1 6 T H
P L .1 1 3 T H
P L .
F O N N E R
P L .
1
0
7
T
H
C
T
.
DERRY
CT.
GARRETT
ST.
LN.WOODARD
P O N D
DELL
OAK
V E R D E
T E R R .
E S A U
P L .
ST.
N
A
C
I
R
A
PIHAS
LN.
9 7 T H
P L .
9 6 T H
P L .
M
O
L
L
Y
C
T.
C A S C A D E
A V E .
MAIN ST.
TIGARD
PLAN AND ELEVATIONDESCRIPTIONREV.BY DATE
OREGON
2
/
2
0
/
2
0
1 9
c
:
\
o
b
e
c
\
p
w
o
b
e
c
0
1 \
d
0
3
0
4
1 9
1 \
0
3
6
0
-
0
0
1 6
_
0
1 _
P
L
A
N
A
N
D
E
L
E
.
d
g
n
4
:
1 2
:
0
7
P
M
SHT. OF 7
WASHINGTON COUNTY
FANNO CREEK GREENWAY TRAIL
TIEDEMAN REALIGNMENT OF
SW TIEDEMAN AVENUE
VANCOUVER, WASHINGTON
LAKE OSWEGO; SALEM; MEDFORD, OREGON ;
REGIONAL OFFICES:
EUGENE, OREGON 97401-6089
920 COUNTRY CLUB ROAD, SUITE 100B
CORPORATE OFFICE:
www.obec.com
CONSULTING
ENGINEERS
EXPIRES:12/31/
0
E
I
E
E
SE O
F
S
O
N
OREGON
16588J
U
L
Y ,1993
N G N E R
R
G ITER D PR
E SI
A
L
2
ERI
C
D RD BON
N
AE W
DATE: JUNE 2017PROJECT NO.: 0360-0016
DESIGN: E. BONN, PE CHECK: X. LONG, PE REVIEW: N. ROBERTSON, PE
PLAN
Scale: 1"=10'-0"
"
T
"
4
+
0
0
OHW
OHW
ELEVATION
Scale: 1"=10'-0"
Existing ground @ "T" Line
Existing ground @ 7' left
Existing ground @ 7' right
Finish grade @ "T" Line
145
150
155
160
165165
R
/
W
R
/
W
GRADELINE DIAGRAM
No Scale
-
0
.
50%
structure
Proposed
@ "T" Line
Profile gradeline
and protected
to be preserved
Existing utility
and protected
to be preserved
Existing utility
OHW El. 152.0
1
2
typ.
ground
Finish
Handrail
Discharge
Frequency
ft
Years
ITEMS
100
ft /s
FLOOD
BASE
FLOOD
DESIGN
UNITS
Face of Bridge
HW @ Upstream
HYDRAULIC DATA
FLOOD
MAX.
3995
159.98
3995
100
159.98
4850
500
160.86
ftScour 140.38 140.38 138.00
PP 12.75 x 0.375, typ.
Riprap, Class 100, typ.
see Roadway sheet
Excavation, typ., See roadway drawings
Riprap, Class 100, typ.
End panel, typ.
No Work Zone
truss, provided by City
Prefabricated steel
by City, typ.
panels to be provided
Rail sections on end
ONLY
Project Manager: Nicholas Robertson
02/11/19JLAAs Constructed
90°, typ.
El. 156.50
El. 156.90
flood El. 159.98
Design
C
r
e
e
k
F
a
n
n
o
PRO
J
E
C
T
"T" 4+58.00
{ Bent 2
"T" 3+78.00
{ Bent 1
wingwall
6'-0"
typ.
N84°31'45"E
"T" Line
p
a
t
h
1
2
'
-
0
"
{ Bent 1 { Bent 2
Pin Pin
Vertical Datum, 1988.
on North American
Elevations are based
Note:
E
l
e
v
a
t
i
o
n
i
n
f
e
e
t
El. 157.08
PVT "T" 3+42.41
El. 156.16
PVC "T" 5+27.13
1
'
-
0
"
m
a
x
t
r
u
s
s
a
n
d
r
a
i
l
1
'
-
0
"
m
a
x
t
r
u
s
s
a
n
d
r
a
i
l 10- panels @ 8'-0" = 80'-0" ctr.-ctr. steel truss bridge
SCALE WARNING
drawing is not to scale.
measure one inch, then
If scale bar does not
GENERAL NOTES
1'-4"Uncoated
Bar Size 3
2'-2"1'-9"
4
2'-7"
5 6
Not permitted
10
5'-3"3'-0"3'-5"
7 8
4'-3"
9
6'-4"
11 14 & 18
*Reinforcing Splice Length (Class B) Grade 60
Length
Splice
Existing ground
{ Bent
Pile cap
Wingwall
Backwall
1'-0"1'-0"
typ.
1'-0"
t
y
p
.
1
'
-
0
"
3
"
Bridge deck End panel
structure excavation
Pay limits for
structure backfill
Pay limits for granular
STRUCTURAL EXCAVATION AND BACKFILL PAY LIMITS
No Scale
2
LOADING DIAGRAMS
No Scale
CITY SWEEPERH10 VEHICLE
4 k
14'-0"
16 k 16 k
14'-0"
16 krules may be obtained from the center.
These rules are set forth in OAR 952-001-0010 through 952-001-0090. Copies of these
Oregon law requires the rules adopted by the Oregon Utilities Notification Center to be observed.
See Sheet 3 for foundation general notes.
geometric shape and location of all elements at a temperature of 52°F.
All plan dimensions shown are measured horizontally or vertically and reflect the ultimate
diamond bit core drill or a carbide bit rotary hammer with 4 cutting edges on the diameter.
High strength resin from ODOT QPL shall be used for resin bonded anchors. Drill holes with a
Provide General Structural Concrete, Class 3300 - 1•", 1" or ƒ" for all other concrete.
Provide Class HPC 4500 - 1" concrete with fiber mesh in bridge deck and end panels.
Place bars 2 inches clear of the nearest face of concrete unless shown otherwise.
maximum centers.
the CRSI Manual of Standard Practice (SBU, BBU, or CHCU). Place wire bar supports at 2'-0"
steel from the bottom mat of reinforcing steel with wire bar supports shown in Chapter 3 of
Support the bottom mat reinforcing steel from the forms and support the top mat of reinforcing
bent bars shall be A706. The following splice length shall be used unless shown otherwise:
All reinforcing steel shall conform to ASTM Specification A706, or ASTM A615, Grade 60. Field
December 2009.
Design Specifications and LRFD Guide Specification for the Design of Pedestrian Bridges,
assemblies shall be designed by others in accordance with 7th edition AASHTO LRFD Bridge
36 pounds per foot. Prefabricated truss including stay-in-place deck form and bridge bearing
allowance of 12.5 psf for future wearing surface. Design bridge for lateral stream pressure of
Design bridge for 90 psf pedestrian loading or the maintenance vehicles as shown with an
Construction as revised by City of Tigard drawings and the Special Provisions.
All materials and workmanship shall conform to the 2015 Oregon Standard Specifications for
General Notes:
DESCRIPTIONREV.BY DATE
OREGON
2
/
2
0
/
2
0
1 9
c
:
\
o
b
e
c
\
p
w
o
b
e
c
0
1 \
d
0
3
0
4
1 9
1 \
0
3
6
0
-
0
0
1 6
_
0
2
_
G
E
N
E
R
A
L
N
O
T
E
S
.
d
g
n
4
:
1 6
:
2
9
P
M
SHT. OF 7
WASHINGTON COUNTY
FANNO CREEK GREENWAY TRAIL
TIEDEMAN REALIGNMENT OF
SW TIEDEMAN AVENUE
VANCOUVER, WASHINGTON
LAKE OSWEGO; SALEM; MEDFORD, OREGON ;
REGIONAL OFFICES:
EUGENE, OREGON 97401-6089
920 COUNTRY CLUB ROAD, SUITE 100B
CORPORATE OFFICE:
www.obec.com
CONSULTING
ENGINEERS
EXPIRES:12/31/
0
E
I
E
E
SE O
F
S
O
N
OREGON
16588J
U
L
Y ,1993
N G N E R
R
G ITER D PR
E SI
A
L
2
ERI
C
D RD BON
N
AE W
DATE: JUNE 2017PROJECT NO.: 0360-0016
DESIGN: E. BONN, PE CHECK: X. LONG, PE REVIEW: N. ROBERTSON, PE
Project Manager: Nicholas Robertson
02/11/19JLAAs Constructed
ONLY
SECTION PLAN
SHT. OF 7
SCALE WARNING
drawing is not to scale.
measure one inch, then
If scale bar does not
DESCRIPTIONREV.BY DATE
OREGON
2
/
2
7
/
2
0
1 9
c
:
\
o
b
e
c
\
p
w
o
b
e
c
0
1 \
d
0
3
0
4
1 9
1 \
0
3
6
0
-
0
0
1 6
_
0
3
_
F
D
S
.
d
g
n
1 2
:
2
5
:
2
2
P
M
WASHINGTON COUNTY
FANNO CREEK GREENWAY TRAIL
TIEDEMAN REALIGNMENT OF
SW TIEDEMAN AVENUE
DATE: JUNE 2017PROJECT NO.: 0360-0016
FOUNDATION DATA
DESIGN: E. MECHAM, PE REVIEW: R. PIAO, GECHECK: K. SORENSEN, CEG
LEGEND OF SYMBOLS
26
with ASTM D1586 (See Note 1)
penetration resistance in accordance
'N'-value; Uncorrected (raw) standard
=
ILSON, INC.HANNONS W
Geotechnical and Environmental Consultants
LEGEND OF MATERIALS
Silt Lean Clay
in the test hole on the date shown.
Elevation of groundwater measured
description of terms used on this sheet.
Refer to the geotechnical report for a 3.
information contained therein.
to geotechnical reports and drill logs and
available upon request. Contractor shall refer
logs used in compiling this drawing are
in terminology from the drill logs. The drill
a consolidation of information and/or revision
Geotechnical data shown on this drawing are 2.
Boring was sampled with a cathead hammer. 1.
Notes:
OREGON
77330PE
E
LLI
O
T
T C. M ECHA
M
RENEWS: 12-31-2018
J
AN.
10 , 200
6
E
I
E
E
SE O
F
S
O
N N G N E R
R
G ITER D PR
E SI
A
L
02/11/19JLAAs Constructed
Project Manager: Nicholas Robertson
PLAN
Scale: 1"=10'-0"
"
T
"
4
+
0
0
"T" 4+36.26, 20'-4" Rt.
Boring B-1
Bridge
Proposed
145
150
155
160
165165
125
130
135
140
115
120
Existing ground @ 7' left
Existing ground @ "T" Line
Existing ground @ 7' right
FOUNDATION DATA
Scale: 1"=10'-0"
9
32
10
22
10
10
6
11
9
5
6
4
10-19-16
Boring B-1
10-19-16
ONLY
C
r
e
e
k
F
a
n
n
o
3
"T" 4+58.00
{ Bent 2
"T" 3+78.00
{ Bent 1
Vertical Datum, 1988.
on North American
Elevations are based
Note:
E
l
e
v
a
t
i
o
n
i
n
f
e
e
t
medium to high plasticity.
trace, fine to coarse sand;
Lean Clay (CL); moist;
Very stiff, blue-gray,
plasticity; micaceous.
trace to few, fine sand; medium
Stiff, blue-gray, Silt (ML); moist;
sand; low plasticity; micaceous.
coarse, subangular gravel; fine to coarse
with Sand (ML); moist to wet; fine to
Hard, blue-gray, Silt with Gravel to Silt
plasticity; trace organics; micaceous.
moist to wet; trace to few, fine sand; low
Medium stiff to stiff, blue-gray, Silt (ML);
trace organics; slight iron oxide staining.
moist; trace fine sand; low plasticity;
Stiff, gray to brown mottled, Silt (ML);
SCALE WARNING
drawing is not to scale.
measure one inch, then
If scale bar does not
4
FOOTING PLAN
Pipe Pile
TC-U4c
or
TC-U4c-F
…" backup bar
of Pile (A36)
Plate at bottom
FOOTING PLAN
Scale: „"=1'-0"
Š
ƒ
"
(ASTM A36)
Pipe Pile Cover Plate
PIPE PILE DETAIL
No Scale
PIPE PILE SPLICE DETAIL
No Scale
14ƒ"
maximum ˆ" gap
bearing, grind as required,
Pile cut-off to provide uniform
12ƒ"1
"
Bents are parallel with Bearing = N05°28'15"W.
121.0' at both Bent 1 and Bent 2.
and the minimum pile tip elevation shall be Elevation
The estimated pile tip elevations is Elevation 101.5'
Wave Equation with PDA testing.
kips per pile. Drive piling using criteria base on the
driven close-ended to a nominal resistance of 160
conforming to ASTM Specification A252 Grade 3,
All piling shall be PP 12.75 x 0.375 steel pipe piles
Foundation General Notes:
B-U4a
or
B-U4a-GF
DESCRIPTIONREV.BY DATE
OREGON
2
/
2
0
/
2
0
1 9
c
:
\
o
b
e
c
\
p
w
o
b
e
c
0
1 \
d
0
3
0
4
1 9
1 \
0
3
6
0
-
0
0
1 6
_
0
4
_
F
O
O
T
I
N
G
P
L
A
N
.
d
g
n
4
:
2
3
:
2
6
P
M
SHT. OF 7
WASHINGTON COUNTY
FANNO CREEK GREENWAY TRAIL
TIEDEMAN REALIGNMENT OF
SW TIEDEMAN AVENUE
VANCOUVER, WASHINGTON
LAKE OSWEGO; SALEM; MEDFORD, OREGON ;
REGIONAL OFFICES:
EUGENE, OREGON 97401-6089
920 COUNTRY CLUB ROAD, SUITE 100B
CORPORATE OFFICE:
www.obec.com
CONSULTING
ENGINEERS
EXPIRES:12/31/
0
E
I
E
E
SE O
F
S
O
N
OREGON
16588J
U
L
Y ,1993
N G N E R
R
G ITER D PR
E SI
A
L
2
ERI
C
D RD BON
N
AE W
DATE: JUNE 2017PROJECT NO.: 0360-0016
DESIGN: E. BONN, PE CHECK: X. LONG, PE REVIEW: N. ROBERTSON, PE
Project Manager: Nicholas Robertson
02/11/19JLAAs Constructed
ONLY
wingwall, typ.
6'-0"
"T" 3+78.00
{ Bent 1
"T" 4+58.00
{ Bent 2
80'-0" ctr.-ctr. bents
90°, typ.
R
/
W
OHW OHW
steel pipe piles, typ.
2- PP 12.75 x 0.375
preserved and protected
Existing utility to be
5'-4 "
1'-0" fillet, typ.
t
y
p
.
1
'
-
0
"
1
8
'
-
0
"
o
u
t
-
o
u
t
p
i
l
e
c
a
p
,
t
y
p
.
t
y
p
.
6
'
-
8
"
t
y
p
.
2
'
-
4
"
No Work Zone
R
/
W
45°
typ.
3'-6"
typ.
1'-9"
preserved and protected
Existing utility to be
N84°31'45"E
"T" Line
SCALE WARNING
drawing is not to scale.
measure one inch, then
If scale bar does not
1 '-0 "
4'-1"
DESCRIPTIONREV.BY DATE
OREGON
2
/
2
1 /
2
0
1 9
c
:
\
o
b
e
c
\
p
w
o
b
e
c
0
1 \
d
0
3
0
4
1 9
1 \
0
3
6
0
-
0
0
1 6
_
0
7
_
W
I
N
G
W
A
L
L
S
.
d
g
n
9
:
5
8
:
4
1
A
M
SHT. OF 7
WASHINGTON COUNTY
FANNO CREEK GREENWAY TRAIL
TIEDEMAN REALIGNMENT OF
SW TIEDEMAN AVENUE
VANCOUVER, WASHINGTON
LAKE OSWEGO; SALEM; MEDFORD, OREGON ;
REGIONAL OFFICES:
EUGENE, OREGON 97401-6089
920 COUNTRY CLUB ROAD, SUITE 100B
CORPORATE OFFICE:
www.obec.com
CONSULTING
ENGINEERS
EXPIRES:12/31/
0
E
I
E
E
SE O
F
S
O
N
OREGON
16588J
U
L
Y ,1993
N G N E R
R
G ITER D PR
E SI
A
L
2
ERI
C
D RD BON
N
AE W
DATE: JUNE 2017PROJECT NO.: 0360-0016
DESIGN: E. BONN, PE CHECK: X. LONG, PE REVIEW: N. ROBERTSON, PE
Project Manager: Nicholas Robertson
02/11/19JLAAs Constructed1
ONLY
6'-0"
PLAN
Scale: •"=1'-0"
5
'
-
0
"
|
ELEVATION
Scale: •"=1'-0"
SECTION A-A
Scale: •"=1'-0"
A
A
PLAN - BENT 2 LEFT
Scale: •"=1'-0"
7
WINGWALL DETAILS
1 left and Bent 2 right similiar.
Bent 1 right wingwall shown, Bent
or well compacted material.
Pour wingwall against undisturbed
with finish grade.
The top of wingwall shall be flush
Notes:3 '-6 "
1
'
-
0
"
1'-0" fillet
{ Bent 1
at end panel
below end panel
match to horiz. bars
#4 fillet bar @ 1'-0"
#4 U-bars "v" @ 1'-0"
#4 U-bars "h" @ 1'-0"
#4 bars @ 1'-0" each face
2'-5"9"
1'-4"
1
'
-
4
"
3'-6"
1'-4"
#4 @ 1'-0"
#5 @ 1'-0"
4'-6"
6'-0"
1'-0"
8
"
7"
1
'
-
0
"
#4 fillet bar
Fill face Open face
#5 @ 1'-0"
1'-0"
#4 @ 1'-0"
@ 1'-0"
#4 U-bars
match to horiz.
#4 U-bars "h",
c
l
.
3
"
1'-0"
backfill
Granular structure
#4 @ 1'-0" horiz., open face
#5 @ 1'-0" horiz., fill face
and backwall
Top of fillet
{ Bent 1
vert. , each face
#4 @ 1'-0"
match to horiz.
#4 U-bars "h",
match to vert.
#4 U-bars "v",
ground
Finish
ƒ" chamfer, typ.
each face
#4 @ 1'-0"
5 '-4 "#4 U-bars "h"
1'-9"
{ Bent 2
t y p .2 "
#4 @ 1'-0"
#4 @ 1'-0"
at end panel
below end panel
horiz., open face
#4 @ 1'-0"
ƒ" chamfer, typ.
"v" @ 1'-0"
#4 U-bars
"h" @ 1'-0"
#4 U-bars
5'-0"6 "
4'-4"6 "5 '-7 "
6
"4 '-4 "
1'-0"
6'-1"
6
"4 '-1 0 "
1'-0"
at end panel
below end panel
horiz., fill face
#5 @ 1'-0"
SCALE WARNING
drawing is not to scale.
measure one inch, then
If scale bar does not
1
RETAINING WALL PLAN AND ELEVATION
PLAN
Scale: „"=1'-0"
DEVELOPED ELEVATION
Scale: „"=1'-0"
p
a
t h
1
0
'-0
"
76'-0"
typ.
6"
02/11/19JLAAs Constructed
DESCRIPTIONREV.BY DATE
OREGON
2
/
2
1 /
2
0
1 9
c
:
\
o
b
e
c
\
p
w
o
b
e
c
0
1 \
d
0
3
0
4
1 9
1 \
0
3
6
0
-
0
0
1 6
_
0
8
_
W
A
L
L
P
L
A
N
A
N
D
E
L
E
.
d
g
n
1 0
:
2
4
:
0
2
A
M
SHT. OF 3
WASHINGTON COUNTY
FANNO CREEK GREENWAY TRAIL
TIEDEMAN REALIGNMENT OF
SW TIEDEMAN AVENUE
VANCOUVER, WASHINGTON
LAKE OSWEGO; SALEM; MEDFORD, OREGON ;
REGIONAL OFFICES:
EUGENE, OREGON 97401-6089
920 COUNTRY CLUB ROAD, SUITE 100B
CORPORATE OFFICE:
www.obec.com
CONSULTING
ENGINEERS
EXPIRES:12/31/
0
E
I
E
E
SE O
F
S
O
N
OREGON
16588J
U
L
Y ,1993
N G N E R
R
G ITER D PR
E SI
A
L
2
ERI
C
D RD BON
N
AE W
DATE: JUNE 2017PROJECT NO.: 0360-0016
CHECK: E. BONN, PE REVIEW: N. ROBERTSON, PEDESIGN: A. FORTNER
145
150
155
160
165165
Project Manager: Nicholas Robertson
ONLY
1
1
"T" line
Wall control line
ROW
ROW
American Vertical Datum, 1988.
Elevations are based on the North
Note:
7.00' left
"T" 2+70.00
WCL 0+00.00
Begin retaining wall
7.00' left
"T" 3+41.41
WCL 0+76.00
End retaining wall
existing utilities
Preserve and protect
El. 159.40 TOW
WCL 0+00.00
Begin retaining wall
El. 156.00 BOW
El. 155.00 BOW
@ WCL
Finish ground
El. 157.80 TOW
WCL 0+76.00
End retaining wall
Accompanied by Dwg. BR720.
Edge of sidewalk
Shore as required
see Dwg. BR720 for details
Contraction joint, 3 equal spaces,
@ WCL
Existing ground
fence, see Sheet 3
Wall top mounted CL-4
"
T
"
3
+
0
0
waterline
Cast wall around existing
preserved and protected.
Existing waterline to be
SCALE WARNING
drawing is not to scale.
measure one inch, then
If scale bar does not
2
RETAINING WALL NOTES
TYPICAL SECTION
Scale: •" = 1'-0"
EXCAVATION AND BACKFILL PAY LIMITS
Scale: •" = 1'-0"
SURFACE FINISH DIAGRAM
No Scale
Uncoated
#3
1'-0"
#4
1'-4"
#5
1'-8"
#6
2'-0"
#7
2'-8"
#8
3'-6"
#9
4'-4"5'-7"6'-9"Not permitted
Bar Size
*Splice
Length
#10 #11 #14 & #18
Coated 1'-2"1'-7"2'-0"2'-4"3'-1"4'-1"5'-2"6'-6"8'-0"Not permitted
30% for regions with more than 50% of bars spliced in one splice region
40% for locations with 1'-0" or more of fresh concrete placed below
*Increase the splice lengths by ALL the applicable percentages:
stations shown.
Linearly vary between
2'-0"2.61'0+76
2'-7"4.37'0+69
2'-10"5.04'0+64
3'-1"5.66'0+55
3'-2"6.06'0+45
3'-3"6.29'0+32
3'-3"6.19'0+25
3'-2"5.94'0+22
3'-0"5.57'0+18
2'-9"4.65'0+11
2'-3"3.24'0+00
B HWCL
observed. Copies of these rules may be obtained from the Center.
952-001-0090, adopted by the Oregon Utility Notification Center to be
Oregon law requires the rules set forth in OAR 952-001-0010 through
A706, or A615, Grade 60.
All reinforcing steel shall conform to AASHTO M31, Grade 60, or ASTM
All concrete shall be commercial grade, Class 3000.
Passive resistance neglected-
Soil Friction Angle: 34 deg-
Coefficient of Active Earth Pressure: 0.51 (coulomb)-
Soil Unit Weight: 125 pcf-
Shannon and Wilson Geotechnical Report dated March 10, 2017:
The following parameters were used for retaining wall design, based on
ODOT Geotechnical Design Manual and Bridge Drafting and Design Manual.
Design Specifications (7th edition) with all interims, as modified by the
Design shall be in accordance with the 2014 AASHTO LRFD Bridge
Standard Specifications for Construction" and the special provisions.
Provide all materials and perform all work according to the "2015 Oregon
General Notes:
DESCRIPTIONREV.BY DATE
OREGON
2
/
2
1 /
2
0
1 9
c
:
\
o
b
e
c
\
p
w
o
b
e
c
0
1 \
d
0
3
0
4
1 9
1 \
0
3
6
0
-
0
0
1 6
_
0
9
_
W
A
L
L
N
O
T
E
S
.
d
g
n
1 0
:
2
6
:
4
4
A
M
SHT. OF 3
WASHINGTON COUNTY
FANNO CREEK GREENWAY TRAIL
TIEDEMAN REALIGNMENT OF
SW TIEDEMAN AVENUE
VANCOUVER, WASHINGTON
LAKE OSWEGO; SALEM; MEDFORD, OREGON ;
REGIONAL OFFICES:
EUGENE, OREGON 97401-6089
920 COUNTRY CLUB ROAD, SUITE 100B
CORPORATE OFFICE:
www.obec.com
CONSULTING
ENGINEERS
EXPIRES:12/31/
0
E
I
E
E
SE O
F
S
O
N
OREGON
16588J
U
L
Y ,1993
N G N E R
R
G ITER D PR
E SI
A
L
2
ERI
C
D RD BON
N
AE W
DATE: JUNE 2017PROJECT NO.: 0360-0016
CHECK: E. BONN, PE REVIEW: N. ROBERTSON, PEDESIGN: A. FORTNER
6
"
4|
1
12
1
e
m
b
e
d
.
2
'
-
0
"
m
i
n
.
(
s
e
e
t
a
b
l
e
)
H
m
i
n
.
6
"
(see table)
B
typ.
1'-0"
c
l
.
3
"
cl.
3"
2
"
holes at 10'-0"
2" dia. weep
m
i
n
.
6
"
each way
#5 @ 1'-0"
Provisions
see Special
treatment,
Architectural
in drainage geotextile
drain material wrapped
2 cu. ft./ft. of gravel
granular structure backfill
6" min. compacted
ground
Finish
ground
Existing
see Sheet 3
Fencing,
typ.
1'-0"
6
"
Structure excavation
Granular structure backfill
ground
Existing
ground
Finish
Native material
General surface finish
m
i
n
.
6
"
s
e
e
S
p
e
c
i
a
l
P
r
o
v
i
s
i
o
n
s
A
r
c
h
i
t
e
c
t
u
r
a
l
t
r
e
a
t
m
e
n
t
ground
Finish
As Constructed JLA 02/11/19
ONLY
Project Manager: Nicholas Robertson
SCALE WARNING
drawing is not to scale.
measure one inch, then
If scale bar does not
3
CHAIN LINK FENCING
RETAINING WALL MOUNTED
SECTION
PLAN
ELEVATION
Scale: ƒ" = 1'-0"
BASE PLATE DETAILS
Scale: 3" = 1'-0"
As Constructed JLA 02/11/19
ONLY
Project Manager: Nicholas Robertson
DESCRIPTIONREV.BY DATE
OREGON
2
/
2
1 /
2
0
1 9
c
:
\
o
b
e
c
\
p
w
o
b
e
c
0
1 \
d
0
3
0
4
1 9
1 \
0
3
6
0
-
0
0
1 6
_
1 0
_
W
A
L
L
f
e
n
c
e
.
d
g
n
1 0
:
2
9
:
0
5
A
M
SHT. OF 3
WASHINGTON COUNTY
FANNO CREEK GREENWAY TRAIL
TIEDEMAN REALIGNMENT OF
SW TIEDEMAN AVENUE
VANCOUVER, WASHINGTON
LAKE OSWEGO; SALEM; MEDFORD, OREGON ;
REGIONAL OFFICES:
EUGENE, OREGON 97401-6089
920 COUNTRY CLUB ROAD, SUITE 100B
CORPORATE OFFICE:
www.obec.com
CONSULTING
ENGINEERS
EXPIRES:12/31/
0
E
I
E
E
SE O
F
S
O
N
OREGON
16588J
U
L
Y ,1993
N G N E R
R
G ITER D PR
E SI
A
L
2
ERI
C
D RD BON
N
AE W
DATE: JUNE 2017PROJECT NO.: 0360-0016
CHECK: E. BONN, PE REVIEW: N. ROBERTSON, PEDESIGN: A. FORTNER
FENCING NOTES
Leveling nuts
6"3"
9"
alignment of fence posts
1" grout pad for
m
i
n
.
5
"
hole thru plate
1" dia. drain
16
3
steel pipe post
2" dia. std.
"2
11
3"
"2
11
1
"
2
"
3
"
6
"
10'-0" max. post spacing
Pay length for wall
\ • x 3 x 6
e
m
b
e
d
.
\ • x 3 x 6
2- ƒ" dia. holes
Provide heavy hexagon nuts conforming to ASTM A563.
rotation of 60° turn from snug tight condition.
Tighten anchor nuts by the turn-of-the-nut method with nut
Standard Specification 00535 and manufacturer's directions.
(AASHTO M314, Grade 36, ASTM A307) according to Oregon
Provide and install high strength resin bonded anchors
vertical in the transverse direction.
parapet normal to grade in the longitudinal direction and
vertical alignment of the structure. Install fence posts and
Construct chain link fence post conforming to horizontal and
according to Oregon Standard Specification 02530.70.
pipes after fabrication. Provide Galvanize-Control silicon
Hot-dip galvanize all structural steel including fasteners and
Provide structural steel conforming to ASTM A36.
Provide all pipe conforming to ASTM A53, Grade B.
Retaining wall
bonded anchors
†" dia. resin
4" min.
see Dwg. RD815
Type CL-4R fencing,
Accompanied by Dwg. RD815.