PFI2020-00461 DEVELOPMENT ENGINEERING FEES
Public Facility Improvement(PFI)Permit:
INITIAL PFI PERMIT FEE
Part 1: Required submittal fee is 10%of the Net PH Permit Fee.See below for calculations.Minimum of$300.
NET PFI PERMIT FEE
Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PH Permit Fee).
WATER LINE CONSTRUCTION FEE
Part 3: All public water system improvements engineer's estimate X 12%.
FOR STAFF USE ONLY FOR STAFF USE ONLY
TYPE 4: SMALL WIRELESS FACILITY TYPE 1—3: DETAILED SUBMITTAL
CHECKLIST REQUIREMENTS
Does applicant have a right-of-way license? ❑Yes ❑No TYPE 1 AND TYPE 2-Must include a sketch
showing:
Under the wireless facilities standards,is the proposal
❑ Dimensions
considered?(check all that apply): 0 Small Cell ❑Macro ❑ Street Name
How many install sites are proposed as part of this permit
❑ Site Address
application?
TYPE 3-Must provide 4 sets of plans (sized 24 x 36
or 22 x 34) and an electronic version of all submittal
The proposed equipment is located on which of the following: items. The plans must that include:
❑Public Right-of-Way 0 Private Property
❑ Cover—Site,Vicinity,Abbreviation,Legend
If equipment is to be located on private property,describe the ❑ General Notes (City,Water,Sewer,etc.)
type&use: 0 Street(Plan,Profile)
❑ Water,Storm and Sanitary(Plan Profile)
❑ Water Quality Facilities
O Grading
O Landscaping/Tree Plan
❑ Composite Utility Plan(Electrical,Phone,Gas, Storm,
Sanitary,Water,Signage,Street Lights,etc.)
O Details
O Traffic Sight Distance
O Signing and Striping
O Street Light Plan and Photometric
❑ Engineers seal/signature
❑ Sheet label(project land use name,revision and plan
log block,dates and sheet numbers.)
❑ Engineer's Construction Estimate
Additional Submittals
(per land use conditions,if applicable)
❑ Traffic Report
❑ Storm water Drainage Calculations
❑ Geotechnical Report
❑ Preliminary Access Report(Sight Distance)
❑ Proposed Plat
❑ Pathway Design
❑ Water Provider Approval
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-ot.gov • 503-718-2421 • Page 3 of 4
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MINIUM SKETCH REQUIREMENTS (Put N/A if not applicable)
North arrow Property lines&dimensions Existing utilities locations
(sewer,storm,water)
Street&street names All existing structures
Proposed work Existing curb or edge of pavement Utility&street light poles
Existing S/W or D/W apron Slope of property Trees
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 54)3-718-2421 • Page 4 of 4
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Page 84 2011 Edition
Stationary Lane Closure with Flagging Diagram 320
Diagram 320 covers total closure of one lane of a two-lane, two-way
roadway. See the detail inset for the layout if using a single flagger to control
both directions of traffic on low volume roads(less than 400 ADT) with good
sight distance as discussed below.
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. Flaggers at each approach are required if any of the following
conditions exist:
a. Night Operations.
b. Work space is over 200 feet in length.
c. Sight distance is less than 750 feet from each approach
through the lane closure.
d. Traffic volumes are greater than 400 ADT.
4. The length between the Flagger Ahead signs shall not exceed one
mile. Use Diagram 340—Lane Closure with Pilot Car if exceeding one
mile.
5. Cones should be used to outline the work space when curves or other
roadway alignments prevent clear direction for the motorists to pass
the work space safely.
6. Cones along the work space are recommended when posted speeds
are 45 mph or greater, when working under heavy traffic or when travel
lanes are narrower than 11 feet.
7. Extended queue signing (see Diagram 5-4) should be used when
traffic queues extend beyond the initial advance warning sign.
8. When flagging near an intersection, the"Flagger Ahead" (CW23-2)
sign should be visible to traffic entering from any side road. Additional
advance warning and Flagger Ahead symbol signs may be placed on
the side road(s).
9. Sign set-up and flagger placement shown may be used for intermittent
full road closures of 20 minutes or less.
10. The"ONE LANE ROAD AHEAD" (W20-4) sign is optional and should
be considered on high volume or high speed roads, or when extended
queues are expected.
Chapter 5 September 2016
2011 Edition Page 85
Stationary Lane Closure with Flagging Diagram 320
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Speed A a C space ,
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25 100 100 100 75
30 100 j- '
35 350 350 350 125
40 350 4 2 O
45 180 O O 2
50 500 500 500 210 3 6
55 250
60 285
65 700 700 700 325
70 365
September 2016 Chapter 5