PFI2015-00180 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT
a COMMUNITY DEVELOPMENT Permit#: PF12015-00180
13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 12/17/2015
Parcel: SEG536
Jurisdiction: Tigard
Site address:
Subdivision: Lot:
Project: TriMet
Project Description: At intersection of SW Greenburg Rd. and SW North Dakota St., install two shelters at existing bus stops.
SEG 536
Owner: FEES
Description Date Amount
PFI Permit Fee 12/17/2015 $300.00
PHONE:
Contractor:
WARREN PACIFIC CORPORATION
2310 N KERBY ST.
PORTLAND, OR 97227
PHONE: 503-708-0429
FAX:
Applicant:
ALI AL SAHAF
1800 SW FIRST AVE., SUITE 300
PORTLAND, OR 97201
PHONE: 503-962-2193
Tota 1 $300.00
Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact
information of responsible parties before beginning work.
Permittee/Applicant
Signature: Not Present
Issued By: C> --�-
Special Conditions(See Attached)
Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY
Conditions for PF12015-00180
Type: Condition Name: Status: Severity:
PFI_Sidewalk/[ 01 -WORK SITE REQUIREMENTS Applied Notice
Applicant must comply with all applicable provisions of federal and state law, the Tigard Municipal Code, and the terms of
any agreement with the City of Tigard regarding work to be done pursuant to this permit.
PFI—Sidewalk/1 02-WORK SITE AREA Applied Notice
The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards. The
spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited
and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up
and suspension of work to accomplish clean-up.
PFI_Sidewalk/[ 03-WORK SITE EROSION CONTROL Applied Notice
Prior to starting work,effective and approved erosion control devices must be installed and maintained meeting the Clean
Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to
accomplish effective erosion control.
PFI—Sidewalk/i: 04-WORK SITE REPAIRS Applied Notice
Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes, etc. shall be
reinstalled or replaced,with like kind of material. Obtain City approval of restoration work.
PFI_Sidewalk/C 05-PRECONSTRUCTION MEETING Applied Notice
Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert
Phone#>,to establish a preconstruction meeting.
PFI_Sidewalk/[ 06-NOTICE TO COMMENCE WORK Applied Notice
The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged
inspection, and after completing work covered by the permit.
PFI—Sidewalk/1 07-PERMIT/PLAN ON SITE Applied Notice
A copy of the permit including a Certificate of Insurance, and all attachments,and a copy of the approved construction plan
and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and
provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and
specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work
performance.
PFI_Sidewalk/[ 08-EMERGENCY CONTACTS Applied Notice
Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2)persons who have
authority to resolve problems, take corrective action and, in general,will be responsible in case of any emergency. The
applicant shall notify the City Inspector, in writing, of any/all assignment changes.
PFI—Sidewalk/1 09-OTHER Applied Notice
REC; :.IrED
City of Tigard DEC 01 2015
PUBLIC WORKS — ENGINEERING
Public Facility Improvement (PFI) Permit
DESCRIPTION OF WORK(in the right-of-way) TYPE OF WORK
Check one: ❑ Utility Connection El TYPE 1—Franchise Utility Work
Sidewalk/driveway approach Work performed by NWN,PGE
❑ Street improvements agency.nd/or utility
Detailed description: TYPE2—SidewalkDriveway/Sewer
f.qileA os c rl ;o y) Work performed for the purpose of:
I S gt�GLGHe
Sidewalk-installation or repair.
• Driveway approach installation
Property address/location(s):
and/or repair
Sanitary sewer lateral installation
L1 ' I(�S Arid CA�t`lo ns life gt�G�t and/or main fine tap
❑ TYPE 3—Full scale Development
Applicant: 7f t lvw T Work performed with Land use
Address: lQOo S`N rt!`1t AVE• Sy i to 300 approval which includes any of
the following:
/state: Porfilagno� / Q� zip: 9-+2_01
City p Subdivisions or Partitions
Phone: So3 -96)�-219Finail: rgIGAhN4aLZ Troj i Me • Street widening
Contact name: Ali At gQat� Phone: 503 -961 • Mainline installation for Sanitary
{{;
r,, sewer,Storm sewer,Tigard water
Contractor: W a«e►� PA Gt T'L ""` N and/or Tigard Water Service Area
CCB#: 3 H 17 Z Expiration: A r t l , 201-1
SUBMIT COMPLETED APPLICATION TO:
Address: 2b1 o N 1Cerloy Street
City of Tigard
City/state: r�t-101ti'1� UZ Zip: q1 12, PlanninglEngineering
Phone: 503- mail: 13125 SW Hall Blvd.
—Ln Tigard,OR 97223
Contact name: �r'1 K W a�C h Phone: 503 --1'09 "A 2-G 1 Applications for"minor work in right-of-way"
(� only may be emailed to:
Engineer: Ali Al S o1 VNA } ro_TrmitsQt igard-or.gov
Address: V600 cz J Fi f-St Av E• ? s )%te 300
City/state: Po r-fi AYI CA /D 2 ?ip: Ct-k 201.
Phone:503-962-2 Iq 3 Email: g t sg Lia a A Tr;M e t o�j Case No.:
Contact name: All Al Soyica Application submitral fee:
Additional fees:
Estimated value of work is required(if over$5,000):$ Al 1 Uu 0 App -cc
accepted:
(within the public right-of-way) By: Date: I2 t l 5
Is work related to a LAND-USE DECISION? E] Yes /No Application r ewcd:
By::s Dace:
If so
please specify (MLP, SDR, SUB, etc.) case#:
_ Applicant notified: _
Is work related to a BUILDING PERMIT? El Yes
Yes LY No By Date:
If so,please specify(BUILDING PER case#: 1:\CURPLN\M.M.n\Land Us.Appik ti ns R.,07/09/1015
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page I of 4
L--� -
�N
-\O P r e
PQ P \
EX. R.O.W. LINEL
EX. WALK PATH CONCRE
AUTUMN OAKS SIGN
EX. TRIMET TRASH CAN C�
EX. TRIMET BUS STOP SIGN
NEW 5'X8' BUS ADA - \
RAMP LANDING AREA
NEW TRIMET TYPE "A"
BUS SHELTER (N.I.C)
(8.5'X2.5 X8 )
EX. CONCRETE PAD O
EX. LIGHT POLE
EX. TRAFFIC SIGNAL BOX
- NOTES:
ZN
DIR. = DIRECTION
EX. = EXISTING Qj;l
MAX. = MAXIMUM 10' `J' 0' 10' 20'
MIN. = MINIMUM
N.I.C. = BY TRIMET
a
R.O.W. = RIGHT OF WAY SCALE: 1 " = 10'
0
Y
Q
CAPITAL PROJECTS SHELTER INSTALLATION
w
TRI MET DIVISION SW GREENBURG RD FS SW NORTH DAKOTA ST
w
1800 SW FIRST AVE., SUITE 300
PORTLAND, OREGON 97201 EBp, OB, NS
PROJECT COORDINATOR: CONTRACT NO: DESIGN: DRAWN: CHECKED: DATE:
ALI AL SAHAF 503-962-2193 AA AA AA 11/18/15
SCALE: FILE NAME: LOC ID: OTRSEC/SEC NO: APPROVED: SHEET NO:
1" = 10'-0" 2234-GREENBURG NDAKOTA - YP 2 OF 2
0
4'-6 II/16' 8'-6 3/8'O/A LENGTH 4'-6 II/16'
O/A WIDTH 1'-&1/8'ROOF TRIM O/A WIDTH
6mm THEI;I'10GLEAR BELL END
WHITE CLEAR TINT
ro
*END FLAT BAR 1/4'TEMPERED GLASS
+ Y'TRIM
•
ROOF TRIM CORNER TRIM
OUBLE LIGHT
POP FIXTURE(INSIDE j
SHELTER)
~ ul POST POST
2 7 C3 MIL POWDER m (3 MIL POWDER
W m COAT FINISH) `n COAT FINISH)
mS
;p U ''CHANNEL M 'F'CHANNEL
s
1/4'PIN,
TYPICAL
A. A3
2 9/I6' HORIZONTAL MULLION
LEFT SIDE ELEVATION FRONT ELEVATION RIGHT SIDE ELEVATION
• 8'-6 3/8' O/A LENGTH
ROOF TRIM
44'x19'GLAZING 44'x1S'GLAZING LIGHT TO BE MOUNTED
TO ROOF TRIM AT
POWER CENTER OF GLASS PANEL
4 LEG
NOTES: GLAZING:TEMPERED
COLOR: —GLASS(BY OTHERS) x
SHELTER 4 BENCH: 2
DARK BLUE,F621IM12
• POWDER COAT BY PROTECI4 2 PERSON,EASY r0 � c 0
ACCESS BENCH 113
.9Q
� v0
ROOF n
ABOVE
5
3 TOP VIEW - ROOF REMOVED
w
x 88 2-06� ® TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TR I MET
AL �05 BASIC SHELTER COMPONENTS
AP
CRAL PROJECTS
w+o TYPE A SHELTER
TR 1W) MET FAC710 NUTIES EISI�
MSION PLAN&ELEVATION
POf01AND,OREGON 97U2
�E.S �41�— rcr n0..
v,
NOT TO=.E owunnc 5-1000 BH06077BLE w
Public Facility Improvement (PFI) Permit
Second Location -Detailed Description and address/location:
- Installation of TriMet Type 'B' Shelter behind the sidewalk as outline in the drawings.
- Site address is at SW Greenburge RD opposite of SW North Dakota ST(TriMet Bus Stop ID 2235)
which is adjacent to 11225 SW Gereenburg RD.Tigard,OR 97223
- Contractor is Warren Pacific Corporation—CCB#34172/Expiration—April, 2017
The sidewalk and public right of way are too narrow to accommodate a shelter without blocking the
ADA mandated pedestrian throughway.TriMet made a deal (Property Agreement)with the adjacent
property to construct concrete pad directly behind the sidewalk, on their property. Please see the
attached drawings and plans.
A Shelter would give customers a covered place to wait and would be cleaned at least once per week by
TriMet Crews.
T
rte!
9
;,�'�,�, ems;��q• ,.,
gC 1;
ppig
"��eft •�' �
r
3
O
Y
CE
Q
ED CAPITAL PROJECTS BUS STOP IMPROWENTS
z DIVISION SW GREENBURG RD OP SW NORTH DAKOTA ST
w TRI@MET
1800 SW FIRST AVE., SUITE 300 SITE MAP
PORTLAND, OREGON 97201
w PROJECT COORDINATOR: CONTRACT NO: DESIGN: DRAWN: CHECKED: DATE:
= ALI AL SAHAF 503-962-2193 AA AA AA 11/18/15
SCALE: FILE NAME: LOC ID: OTRSEC/SEC NO: APPROVED: SHEET NO:
1" = 50'-0" EXHIBIT A 2235 - YP 1 OF 4
NOTE: 142 FEET DISTANCE FROM
THE BUS STOP POLE TO NORTH
DAKOTA ST
NEW TRIMET
TYPE 'B' BUS �G
SHELTER
(8.5'X4.5'X8')
LLI
z CONSTRUCT NEW \\ .
u 6' X 20' \�.:..
o CONCRETE PAD
SEE DETAIL
Q SHEET 3 \�
NEW 5'X8' BUS ADAa /
RAMPING LANDING AREA
O.
EXISTING TRIMET BUS STOP POLE SIGN
Side
End of sidewalk
a
10 5 0' 10' 20'
IS
vj0 CENjER
H P
0
SCALE: 1 " _ '10' �OE
0
Y
Q
CAPITAL PROJECTS BUS STOP I M P R O W E N TS
W
DIVISION SW GREENBURG RD OP SW NORTH DAKOTA ST
RI@METT
1800 SW FIRST AVE., SUITE 300
PORTLAND, OREGON 97201 EB, OB, NS
w PROJECT COORDINATOR. CONTRACT NO: DESIGN: DRAWN: CHECKED: DATE:
= ALI AL SAHAF 503-962-2193 AA AA AA 11/18/15
SCALE: FILE NAME: LOC ID: OTRSEC/SEC NO: APPROVED: SHEET NO:
1" = 10'-0" EXHIBIT A 2235 - YP 2 OF 4
0
3
vi
20Qo'
6 "
A
SHEET 4
CONSTRUCT CONCRETE PAD 5.5" MIN.
THICKNESS, 3000 PSI PCC WITH 2"
COMPACTED AGGREGATE BASE. SLOPE TO
DRAIN TO CURB (NOT TO EXCEED 2%)
CONSTRUCT CONCRETE CURB.
SEE DETAIL 1 /4
M
c
v
Q
h
O
Y
Q
CAPITAL PROJECTS BUS STOP I M P R O W E N TS
z olvlsloly SW GREENBURG RD OP SW NORTH DAKOTA ST
w TRI PRET
1800 SW FIRST AVE., SUITE 300
PORTLAND, OREGON 97201 DETAIL
W PROJECT COORDINATOR: CONTRACT NO: DESIGN: DRAWN: CHECKED: DATE:
= ALI AL SAHAF 503-962-2193 AA AA AA 11/18/15
SCALE: FILE NAME: LOC ID QTRSEC/SEC NO: APPROVED: SHEET NO:
m EXHIBIT A 2235 - YP 3 OF 4
o
EXISTING GRADE - BLEND NEW
GRADES AT 3: 1 MAX. TYP. ALL
SIDES
1" RAD. TYP.
EX. X
SIDEWALK z Q
SLOPE 2% MAX
CV Q
135, i N oc)
�-
''_"': III, -III-1TI111 l li l
g„
3000 PSI PCC
2" MIN, DEPTH OF
COMPACTED 4"
CRUSHED ROCK
COMPACTED
SUBGRADE
CONCRETE CURB AT BUS SHELTER PA 1
NTS
KEY
C.O.P. - CITY OF PORTLAND
DIR.- DIRECTION
EX. - EXISTING
MAX. - MAXIMUM
MIN. - MINIMUM
N.I.C. - BY TRIMET
R.O.W. - RIGHT OF WAY
T.O.S. - TOP OF SLOPE
T.O.W. - TOP OF WALL
0
Y
Q
CAPITAL PROJECTS BUS STOP I M P R O W E N TS
z DIVISION SW GREENBURG RD OP SW NORTH DAKOTA ST
w TRI@MET
1800 SW FIRST AVE., SUITE 300
PORTLAND, OREGON 97201 DETAIL/SECTION
w PROJECT COORDINATOR: CONTRACT NO: DESIGN: DRAWN: CHECKED: DATE.
ALI AL SAHAF 503-962-2193 AA AA AA 11/18/15
SCALE: FILE NAME: LOC ID: OTRSEC/SEC NO: APPROVED: SHEET NO:
m 1" = 10'-0" EXHIBIT A 2235 - YP 4 OF 4
4'-6 11/16' 8'-6 3/8'O/A LENGTH 4'-6 II/16'
O/A WIDTH 1'-8 I/8'ROOF TRIMO/A WIDTH
6mm THERMOGLEAR BELL END
WHITE CLEAR TINT
1/4'TEMPERED GLA55
6'END FLAT BAR
i0 LL
,r 00 'T'TRIM
ROOF TRIM CORNER TRIM
\ j FIIUB
LE LIGHT
FIXTURE(INSIDE
SHELTER) POST(3 MIL
r w P05T(3 MIL POWDER COAT
z
v
U POWDER GOAT m FINISH)
OFINISH.)
_ Q
W Q w 'F'CHANNEL
O U 'F'CHANNEL m
u,
rTE<SCREW jPICAL
nH3
2 5/16 HORIZONTAL MULLION
LEFT SIDE ELEVATION FRONT ELEVATION RIGHT SIDE ELEVATION
B'-6 3/8' O/A LENGTH
l'-8 I/8' ROOF TRIM
44'x l9'GLAZING 44'x l9'GLAZING LIGHT TO BE MOUNTED
TO ROOF TRIM AT
NOTES: POWER -CENTER OF GLASS PANEL
COLOR: LEG
SHELTER 4 BENCH
DARK BLUE,P52118012
POWDER COAT BY PROTECH '
Z
J Q
2 PERSON,E45Y x =3
ACCESS BENCH Q
1 v O
GLAZING TEMPERED GL IPA
� ROOF BY OTHERS v
8 ABOVE
5
3 TOP VIEW - ROOF REMOVED
eeLo 2-06 TRI—COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TRIMET
o Bu zwo6 CAPITAL PROJECTS BASIC SHELTER COMPONENTS
of o,TE D TYPE B SHELTER
!: FACILITIES DIVISION PLAN AND ELEVATION
-T TRI `➢ M E T 710 N.E.HOLIADAY STREET
PORTLAND,OREGON 97232
nm i. Avco c .a .TA,c
ryo Eo.a.
zca�NOT TO SCALE .c S-1100 BH0600T9LE
`�OLJ
st-&-
Traffic Control Plan:
- Using the same Traffic Control Plan for the first and second locations.
- The work will only be during standard work hours. (Monday through Friday from 8:00 a.m. to
4:00 p.m.)
- The work will occur for approximately 3 days or less.
- This work will not require a street closure.
The two shelters will be installed by crews from Warren Pacific Corporation. TriMet Shelters will be off
loaded from truck then moved into spot detailed on attached plan. Activity of shelter install takes
approximately 40-60 minutes. Truck will either park in traveled lane using"Right Lane Closure, Multi-
Lane Non-Freeway Diag. 500" (pg 108; Diag. 500; in Oregon Short Term traffic Control Handbook) traffic
control guideline or park in the adjacent parking spot to site.This will depend on the availability of the
parking stall. Once shelter is bolted down it will be operational for transit riders.
7
4pp l""'j
Page 108 2011 Edition
5.5 Multi-Lane Roads
Right Lane Closure, Multi-Lane Non-Freeway Diag. 500
Diagram 500 covers work which closes the right lane of a multi-lane non-
freeway road.
If closing more than one lane on a multi-lane road, provide a minimum
tangent distance of 2L between the end of the first lane closure taper and the
beginning of the second lane closure taper.
1. Use truck-mounted flashing warning lights on work and protection
vehicles. See Section 4.3—Lights and Lighted Signs for exceptions.
2. For added visibility, a truck-mounted arrow board or PCMS in caution
mode may be used.
3. When the posted speed is 40 mph or less, the RIGHT LANE CLOSED
AHEAD signs may be omitted.
4. Placement of signs in a non traversable median or other median that is
not a two-way left turn lane is required for lane closures any time there
is room for a truck to be parked on the left, out of the travel lane.
When there is no room for a truck to be parked on the left an additional
RIGHT LANE CLOSED AHEAD sign should be placed on the right side
and placement of signs in the median is optional.
5 If flagging is needed for work vehicle ingress/egress, use Flagger
Layout Detail (see Inset).
Sign Spacing and Buffer Lengths(feet)
Posted Spacin Between Signs Buffer
Speed A B C Space
20 50
25 100 100 100 75
30 100
35 40 350 350 350 125
150
45 180
50 500 500 500 210
55 250
Chapter 5 December 2011
2011 Edition Page 109
Right Lane Closure, Multi-Lane Non-Freeway Diag. 500
1 4 t t
•
• Protection Vehicle
• w/TMA(both Optional)
• See Chapter 4
f
I I .
• BulYr
t t�
I auger
JA
I
I B .
•� BE ••
PREPARED • L
L TO STOP •
(Optional)
Flagger Layout •• us
Detail
A
v, ' - I ti
B
* See Note 4RIGHT LMIE
* ( - CLOSED
j l t t AHEAD
ROAD
• WORK
AHEAD
December 2011 Chapter 5
L%J-
Traffic Control Plan:
- Using the same Traffic Control Plan for the first and second locations.
- The work will only be during standard work hours. (Monday through Friday from 8:00 a.m.to
4:00 p.m.)
- The work will occur for approximately 3 days or less.
- This work will not require a street closure.
Two Shelters:
The two shelters will be installed by crews from Warren Pacific Corporation.TriMet Shelters will be off
loaded from truck which takes only couple minutes then moved into parking spot where there will be no
lane closure. Activity of shelter install takes approximately 40-60 minutes.Truck will be parked in pull off
lane using"Diversion into Continuous Left Turn Lane Diagram 430" (pg 106; Diag.430; in Oregon Short
Term traffic Control Handbook)traffic control guideline. Once shelter is bolted down it will be
operational for transit riders.
Concrete Pad for a shelter:
For the second location that is adjacent to 11225 SW Greenburg RD.Tigard, OR 97223. We are doing
concrete Pad prior to installing the shelter. Truck will be parked in pull off lane using"Diversion into
Continuous Left Turn Lane Diagram 430" (pg 106; Diag. 430; in Oregon Short Term traffic Control
Handbook)traffic control guideline. Notice that it will be no lane closure.
The Concrete work will take 2 to 3 days to fully cure.
Page 106 2011 Edition
Diversion into a Continuous Left Turn Lane Diagram 4301
Diagram 430 shows work in the travel lane(s) next to a continuous two-way
left turn lane with one direction of traffic diverted into the continuous two-way
left turn lane.
1. Use truck-mounted flashing warning lights on work and protection
vehicles. See Section 4.3—Lights and Lighted Signs for exceptions.
2. For added visibility, a truck-mounted arrow board or PCMS in caution
mode may be used.
3. When two or more travel lanes are reduced to a single lane before the
diversion, each lane shall be closed separately. Layout traffic control
according to ODOT Standard Drawing TM 852 for 5-lane sections.
4. A shifting taper(L/2) may be added in the diverted traffic direction
across the continuous two-way left turn lane (as shown). This option is
recommended when the speed is 45 mph or greater.
Sign Spacing and Buffer Lengths(feet)
Posted Spacing,Betw_een.Signs Buffer
,Speed A B C Space
20 50
25 100 100 100 75
30 100
35 40 350 350 350 125
150
45 180
50 500 500 500 210
55 250
Chapter 5 December 2011
2011 Edition Page 107
Diversion into a Continuous Left Turn Lane Diagram 430!
ROAD
WORK
AHEAD
B
11y1t
CENTER I
LANE
CLOSED
AHEAD
A
II
U2 I . I
Buffer
Protection Vehicle
w/TMA(both Optional)
See Chapter 4
Buffer
•
• U2
I ;
U2 I• I A
It
II
lyt B
ROAD
I WORK
AHEAD
December 2011 Chapter 5