Permit Ii R1 CITY OF TIGARD SITE WORK PERMIT
I I ' COMMUNITY DEVELOPMENT Permit#: SIT2014-00018
TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 02/26/2015
Parcel: 1S 135BB00800
Jurisdiction: Tigard
Site address: 10645 SW GREENBURG RD
Project: IFLY Subdivision: HILLSBORO Lot: PTS 1-2
Project Description: Site work associated with construction of new indoor skydiving facility and parking lot. Site utilities under separate
permit.
Contractor: PARKWAY CONSTRUCTION AND ASSOCIATES Owner: EWING IRRIGATION PRODUCTS INC
100 CIVIC CIRCLE 3441 E HARBOUR DR
LEWISVILLE,TX 75067 PHEONIX,AZ 85034
PHONE: 972-221-1979 PHONE:
FAX:
FEES
Description Date Amount
Specifics: Permit Fee-Site Work 02/26/2015 $1,720.89
Plan Review 10/09/2014 $1,118.58
Type of Use: COM 12%State Surcharge-Building 02/26/2015 $206.51
Class of Work: NEW Plan Review-Fire Life Safety 10/09/2014 $688.36
Erosion Control w/Development-Eng 02/26/2015 $386.40
Project Valuation: $302,828.00 Info Process/Archiving-Lg$2.00(over 02/26/2015 $30.00
11x17)
Site Specifics:
Excavation Volume: 3700 cu.yd.
Fill Volume: 1500 cu.yd.
Impervious Surface: 73778 sq.ft.
Engineered Fill: Soil Report Required: Yes
Paving: Yes Grading: Yes
Landscaping: Yes Site Prep: Yes
Storn Drains: Retaining Wall: Yes
Fire Underground: Yes Accessible Parking: Yes
Fence:
Total $4,150.74
Required Items and Reports(Conditions)
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other
applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of
issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon
Util otificatio enter. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules
or direct questions to O• C b =- ing 503.232.1987 or 1.800.332.2344.
I ued By: / / Permittee Signature:
Call 503.639.4175 by 7:00 a.m.for the next available inspection date.
This permit card shall be kept in a conspicuous place on the job site until completion of the project.
Approved plans are required on the job site at the time of each inspection.
.''
Building Permit ApplicationRECE(VED
Site Work 1111'' FOR OFFICE USE ONLY
City of Tigard OCT Received Permit No.: `/
" 13125 SW Hall Blvd.,Tigard,OR 97223 I 2 14 DateB : O 9 �l n y. �O/9
Eril
Phone: 503.718.2439 Fax 503.598,196 Plan Review Other Permit:
TIGARD Inspection Line: 503.639.4175 C� OF TIGARD Date Ready/By: Juris: ® See Page 2 for
Internet: www.tigard-or.gov BUILDING DIVISION Notified/Method: Supplemental Information
TYPE OF WORK REQUIRED DATA:I-AND DWELUNG
®New construction ❑Demolition Permit fees*are based on the value of the work performed.
Indicate the value(rounded to the nearest dollar)of all
❑Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the
CATEGORY OF CONSTRUCT/ON work indicated on this application.
Valuation: $ ‘--..t.....,,❑ 1-and 2-family dwellin g ®Commercial/industrial
Ir-
❑Accessory building El Multi-family Number of bedrooms:
❑Master builder El Other: Number of bathrooms:
10/0/6 JOB SITE INFORMATION AND LOCATION Total number of floors:
Job site address: W GREENBURG New dwelling area: square feet
City/State/ZIP:TIGARD,OR 97223 Garage/carport area: square feet
Suite/bldg./apt.no.: Project name:I-FLY INDOOR SKYDIVING Covered porch area: square feet
Cross street/directions to job site:GREENBURG AND HIGHWAY 217 Deck area: square feet
Other structure area: square feet !
REQUIRED DATA:COMMERCIAL-USE CHECKLIST
J
Subdivision: Lot no.: Permit fees*are based on the value of the work performed.
Tax map/parcel no.:Lot 800
Indicate the value(rounded to the nearest dollar)of all
equipment,materials,labor,overhead,and the profit for the h
DESCRIPTION OF WORK work indicated on this application.
Construction of surface parking lot,detention basin and associated underground Valuation: $302,828.00
�t
utilities to serve a new iFly indoor skydiving facility. Existing building area: N/A square feet
New building area: 10142 square feet
-
PROPERTY OWNER I =' TENANT Number of stories: 3
Name:SKYVENTURE,LLC Type of construction: II-B
Address:6034 WEST COURTYARD DRIVE,SUITE 135 Occupancy groups:
City/State/ZIP:AUSTIN,TX 78370 Existing: N/A
Phone:()206-979-4395 Fax:( ) New: A-3,B,M
ail APPLICANT ❑ CONTACT PERSON NOTICE
Business name:SKYVENTURE,LLC All contractors and subcontractors are required to be
Contact name:BILL ADAMS licensed with the Oregon Construction Contractors Board
under ORS 701 and may be required to be licensed in the
Address:6034 WEST COURTYARD DRIVE,SUITE 135 jurisdiction in which work is being performed.If the
City/State/ZIP:AUSTIN,TX 78370 applicant is exempt from licensing,the following reasons
apply:
Phone:(206-)979-4395 Fax::( )
E-mail:BILL @SKYVENTURE.COM
CONTRACTOR
Business name:PARKWAY CONSTRUCTION AND ASSOCIATES BUILDING PERMIT FEES*
Address:100 IVIC CIRCLE (Meese refer MIN
Structural plan review fee(or deposit):
City/State/ZIP:LEWISVILLE,TX 75067
FLS plan review fee(if applicable):
Phone:(972)221-1979 Fax:( )
CCB lie.: SSI �p I I r1 i Total fees due upon application:
r gs l oo d + Amount received:
Autho ed signature: This permit application expires if a permit is not obtained
.C.-.. .6--- .16r. within 180 days after it has been accepted as complete.
I Print name:William P.Adams Date:8 OCT 14 s Fee methodology set by Tri-County Building Industry
Service Board.
I:\Building\Permits\SIT-PermitApp.doc 10/01/09 440-4613T(I1/02/COM/WEB)
4 t
City of Tigard: Site Work Permit Checklist
Page 2 -Supplemental Information
Commercial,Multi-Family and One-and Two-Family Dwellings:
No permit is required if fill is less than 50 yards(5 dump truck loads),or less than 3 feet deep and will
not be supporting a structure. If a building will be constructed on the fill, it must be engineered fill. If
fill is in a flood plain,drainage way,or wetland,the applicant must apply for a sensitive lands review
(SLR).
Please complete all items below,unless otherwise noted.
Excavation Volume: 3,700 cu.yds.
Grading Volume:
(Soils report required for>5,000 cu. yds.) 3,700 cu. yds.
Fill Volume:
(Fill exceeding 12"in depth shall be compacted to
90%of maximum density) 1,500 cu.yds.
Retaining structure? (Check one) ❑ Rock
n CMU
❑ Concrete
❑ Other: Segmental block
*Total new impervious area including all buildings,
sidewalks,and paving: 73,778 sq. ft.
Site Utilities Plumbing Work:
Complete the Plumbing Permit Application for site utilities plumbing work.
Plans Required: See"Site Work Permit Application-Plan Submittal Requirements"attached.
The following must accompany this application:
® Site Plan with Vicinity Map showing ADA ® *Parking(including ADA)and Lighting
compliance Plan
® Grading Plan and details IN *Landscaping Plan _
Erosion Control Plan and details ® Soils Report(if required)
® Retaining Structures ® Fire Line
*Does not apply to One-and Two-family dwellings.
Plan Submittal: Permit Fee:
TYPE OF SUBMITTAL #of Plans Valuation: Permit Fee:
(New,Additions or Required at 5.00 to$500.00 $51.09 minimum permit fee
Alterations) Submittal $500.01 to$2,000.00 $51.09 for the first$500.00 and
$2.69 for each additional$100 or fraction
Commercial 3 thereof,to and including$2,000.00.
$2,000.01 to$25,000.00 $91.44 for the first$2,000.00 and
Multi-Family R-1 Occupancy 3 $10.76 for each additional$1,000 or
fraction thereof,to and including
$25,000.00.
One-&Two-Family Dwelling 2 $25,000.01 to$50,000.00 $338.92 for the first$25,000.00 and
$8.06 for each additional$1,000.00 or
fraction thereof,to and including
$50,000.00.
$50,001.00 to$100,000.00 $540.42 for the first$50,000.00 and
$5.38 for each additional$1,000.00 or
fraction thereof,to and including
$100,000.00.
$100,000.01 and over $809.42 for the first$100,000.00 and
$4.49 for each additional$1,000.00 or
fraction thereof.
1:1Building\Permits\SIT-PermitApp.doc 05/25/2012 2
V
e r
City of Tigard
114 •
COMMUNITY DEVELOPMENT DEPARTMENT
■
TIG n R Building Permit Review — Commercial - With Land Use
Building Permit #: J/471-0/1(' /b
Site Address: /0(1 t/S 6feey 6v0 Suite/Bldg#:
Project Name: i R/
(Name of comrnjrcial business occupying the space. If vacant,enter Spec Space.)
UN
Planning Review
Proposal: S/4.40 4 4acci! Gv' // ntw fn /
city lb 414
M
L`7 Verify site address/suite #exists and active in permit system.
❑ Land Use Case#: 0 a°/4 CON( (�
❑ Plans).46.ch Approved Land Use: /
Si Plan andscape Plan ❑ Other:
it Urban Forestry Plan ❑ Elevation Plan
❑ Building Height: Maximum Height AActuF-teight
❑ Conditions Met: 't/o f►.Y r ❑ Prior to Submittal E'1 Prior to Permit Issuance
Notes: 0 4t lt! CCU/v',,41 6,44,6444.s
Approved by Planning: Date: 1// — /"/V--,Revisions (after Building Submittal only) Reviewer Date
Revision 1: ❑ Approved ❑ Not Approved
Revision 2: ❑ Approved ❑ Not Approved
Revision 3: ❑ Approved ❑ Not Approved
Building Permit Submittal
Original Submittal Date: it/f//4
Site Plans: # 3
Building Plans: # 3
Building Permit#: QYEnter building permit# above.
Workflow Routing: grPlanning engineering Ip1'-Permit Coordinator 2'Building
Workflow Sign-off: i;VS' -off for Planning(include notes from planning review)
Route Application Documents: Building: original permit application,site plans,building plans, engineer and
beam calculations and trust details,if applicable,etc.
Notes:
By Permit Technician: r �$/ Date: /p 1/5///r
I:\Building\Forms\BldgPermitRvw_COM_WithLandUse 042914.docx
ti
Engineering Review
❑ Actual Slope: /2.
❑ PFI Permit#:
❑ Conditions Met
Notes: r- - , /. — - - .Ti .1 _: . _. .• I./
Approved by Engineering: /03-Date: �� o?O/
Revisions (after Building Submittal only) rj( Reviewer ,A•ZS' 1 Date
Revision 1: ❑ Approved ❑ Not Approved
Revision 2: ❑ Approved ❑ Not Approved
Revision 3: ❑ Approved ❑ Not Approved
d11Y• `1�tlM..T•rrw.rii4�PAY01i�F+'4..'.•.�' Y:.:.«R+�11� % .."'t:i.TdkYdr -.-s!s.- i ..:,.. ...
Permit Coordinator Review
XConditions Met-Prior to Issuance of Building Permit
Notes: OK.. Pei NL 1 IQ W k; Ic. - C.o Rd;-{-►(W.° Tr' e Imo— w 1- h -e ce.,�FcU cif" G.tf7C-(.)
op r-Ufa_( — but- -{'hat iS r7 u✓ -400 tA- -nO+ S Cr perr T. P/an n i rt.5
otc-{o, iss„a.,c.., o sir fe,rr,..,'-4- u✓ Phasc i .
Revisions (after Building Submittal only) `� ,,,/r/
Revision Notice 1: Date Sent to Applicant: /Z/2l/5 ite ,Zvr/ : ' '1
Revision Notice 2: Date Sent to Applicant: /
Revision Notice 3: Date Sent to Applicant:
OK to Issue Permit
Approved by Permit Coordinator: __ � --- Date: 4.2 -a)-5-- /S
I:\Building\Forms\BldgPermitRvw_COM_W ithLandUse_042914.docx
RECEIVED
Tv 1116RD Tualatin Valley Fire & Rescue OCT 92
014
Tualatin Valley Fire Flow and Hydrant Worksheet CITy0FT1
Fire & Rescue �Tr �r/� GARD
North Operating Center Central Operating Center South Operating LDINC D1V1S10N
20665 SW Blanton Street 11945 SW 70th Avenue 8445 SW Elligsen Road
Aloha,OR 97007 Tigard,OR 97223 Wilsonville OR 97070
Phone:503-259-1400 Phone: 503-649-8577 Phone: 503-259-1500
Fax:503-259-1224 Fax: 503-642-4814 Fax: 503-259-1520
Fire Flow and Hydrant Worksheet
This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) before any permits for
new building construction, building expansion or fire hydrants will be issued by any building department within the TVF&R
District. For assistance completing this form, see the Fire Flow and Hydrant Worksheet Instructions or call the Operating
Center nearest you.
SECTION 1 - Preparer Information
a. Preparer Name: David Fey Date: 3/6/2014 1
Phone: 425-216-0318x311 Fax: 425-216-0329 E-mail: davidf @jensenfey.com
b. Architect/Engineer of Record: Jensen Fey Architecture
Phone: 425-216-0318 Fax: 425-216-0329 E-mail: davidf @jensenfey.com
SECTION 2 - General Building Information
a. Project Name: I-Fly
Project Address: 10655 SW Greenburg Road
City: Tigard County: Washington Zip: 97223
b. Construction Type: Type IIB and IIIB
c. Total Bldg Area: 10,218 sq ft(as defined by the OSSC)
Total Fire Area: 10,218 sq ft(as defined by the OFC)
Bldg Fire Flow: 2250 GPM (base amount without adjustment for occupancy hazard classification)
d. Describe Fire Area: (if more than one fire area,include an 8 1/2 x 11 or 11 x 17 drawing indicating the various fire areas)
e. Type of Occupancy or Use of Building: Mixed Use (M, B, S-1, S-2)
Page 1 Revised: October 2011
Fire Flow and Hydrant Worksheet (continued)
SECTION 3 - Occupancy Hazard
a. Percentage of Occupancy Hazard Classifications(see Worksheet Instructions-tables 1 and 2)
Occupancy Hazard Classification Fire Area Total Fire Area Percent of Fire Area
Light Hazard 10218 SF I 10,218 SF x 100 = 100 % _
Ordinary Hazard Grp 1 _ 0 SF I 10,218 SF x 100 = 0
Ordinary Hazard Grp 2 (HPCS I & II) 0 SF I 10,218 SF x 100 = 0
Extra Hazard Grp 1 (HPCS III) 0 SF I 10,218 SF x 100 = 0 %
Extra Hazard Grp 2 (HPCS IV & HH) 0 SF I 10,218 SF x 100 = 0
Total must equal 100% 100
b. Calculated Fire Flow
Occupancy Hazard Classification Factor Fire Area Fire Flow Bldg Fire Flow
Light Hazard 0.75 x ## % x 2250 GPM = 1688 GPM
Ordinary Hazard Grp 1 0.85 x 0 % x 2250 GPM = 0 GPM
Ordinary Hazard Grp 2 1 x 0 % x 2250 GPM = 0 GPM
Extra Hazard Grp 1 1.15 x 0 % x 2250 GPM = 0 GPM
Extra Hazard Grp 2 1.25 x 0 % x 2250 GPM = 0 GPM
C. Required Fire Flow with Occupancy Hazard Adjustment 1688 ]GPM
SECTION 4- Minimum Number of Fire Hydrants Required
Refer to Table C105.1 below(2010 OR Fire Code, Appendix C)for the minimum number of hydrants required.
Required Fire Flow: 1688 GPM
TABLE C105.1
NUMBER AND DISTRIBUTION OF FIRE HYDRANTS
FIRE-FLOW REQUIREMENT MINIMUM NUMBER
(gpm) OF HYDRANTS
1,750 or less 1
2,000-2,250 2
•
2,500 3
. _ 3.000 3
3,500-4,000 4
4,500-5.00x.) 5
5,500 _ 6
6,000 6
6,500-7,000 7 j
7,500 or more 8 or MO °°
Page 2 Revised: October 2011
Fire Flow and Hydrant Worksheet (continued)
SECTION 5- Reduction of Fire Flow
Reduced by 75%for an approved automatic sprinkler system, installed in accordance with NFPA 13 or NFPA
13R(choose multiplier 0.25 in Section 6).
SECTION 6 - Required Fire Flow
Fire Flow: 1688 GPM x 1 1688 GPM
(Min.=1500.Max.=3000)
SECTION 7 -Available Fire Flow to the Building
Manually enter available fire flow here. Please attach documentation of the flow test that was conducted. It
must include date, time and location of static/residual and flow hydrants, as well as the tester's name, phone
number and address.
Test Results: 8423 GPM
Page 3 Revised: October 2011
EcEIVEP
MACKENZIE . ppT 9 2014
1515 SE Water Ave.Suite 100•Portland OR 97214
PO Box 14310•Portland OR 97293 CITY OF
TEL:503.224.9560•NET:MCKNZE.COM•FAX:503.228.1285 BUILDING DIVISION
Letter of Transmittal
54487-1-R4
Date: October 8, 2014 Project Number:2140065.00
To: City of Tigard
13125 SW Hall Blvd
Tigard, OR 97223-8199
Attention: Debbie Adamski
Project iFLY Tigard
Narae:
Enclosed: Quantity Medium Description Comment
1 Color Kimley-Horn Transmittal
Photocopy
3 Bond Full 2014-1006 Issued for Permit Civil Plans
1 Color Geotechnical Report
Photocopy
1 Color Fire Flow and Hydrant Worksheet
Photocopy
1 Color iFLY Site Work Permit Application
Photocopy
1 Color Comment Response Letter
Photocopy
1 Black and iFLY Stormwater Calculations Report
White
Photocopy
3 Color iFLY Landscape Plans& Urban Forestry Report
Photocopy
1 Color iFLY Cost Estimate
Photocopy
3 Bond Full Landscape plans
Remarks:
Signed: Mark Person
Transmitted Delivery PM
Via:
If enclosures are not as noted, kindly notify us at once.
C Kimley-Hom IN 1 and Associates, Inc. RECEIVED
1001 Warrenville Road
Suite 350
Lisle,IL 60532
OCT 9 2014 Ph:630-487-5550
Transmittal CITY OFTIGARD
BUILDING DIVISION
Date: October 7, 2014 Job Number: 160695020.2.700
Project Name: iFly—Tigard (Site Work Permit Submittal)
To: City of Tigard
Attn: Debbie Adamski
13125 SW Hall Blvd.
Tigard, OR 97223
Ph: 503-718-2450
We are sending these by
❑ U.S.Mail FedEx ® Hand Deliver
❑ Other:
We are sending you
®Attached Under separate cover via the following items:
❑ Shop Drawings ® Prints/Plans Samples ❑ Specifications ❑Change Orders
▪ Other:
Copies Date No. Description
10/6/14 iFly—Tigard Civil Plans(full size)
10/7/14 iFly Site Work Permit Application
1 10/6/14 Comment Response Letter
1 6/19/14 iFly Stormwater Calculations Report
3 6/19/14 iFly—Landscape Plans& Urban Forestry Report
Geotechnical Report
10/7/14 iFly Site Cost Estimate
3/6/14 Fire Flow and Hydrant Worksheet
Debbie,
Please find enclosed the iFly Site Work Permit Submittal for the iFly project located at
10655 SW Greenburg Road Tigard, OR. Please use these plans when you conduct your
review and contact me with any questions(Ph: 630-487-5557; nate.grofffa,kimlev-
horn.coln).
Regards,
Copy to: Bill Adams(iFly) Signed Nate Groff,P.E. (KHA)
•
}
Kimley>>>Horn 01�VED 100WarrenvileRoad
Suite 01 350
Expect More ExpeeierceBette, PRELIMINARY OPINION OF PROBABLE CONSTR Lisle,Illinois 60532
Project: iFly-Tigard
OCT 9 2014
Location:Tigard,OR
Date: October 7,2014 CITY OF TIGARD
1.01 Demolition Allowance 1 Allowance $ 5,000.00 $ 5,000.00
Subtotal Demolition $ 5,000.00
I
2.01 Clay Cut to Structural Fill 3,000 CY S 4.50 $ 13,500.00
2.02 Subgrade Roadway&Parking Lots 2,000 SY S 2.00 S 4,000.00
2.03 Subgrade Building Pad _ 1,600 SY 5 2.00 $ 3,200.00
2.04 Sewer and Foundation Spoil to Structural Fill _ 1.500 CY S 6.00 5 9,000.00
2.05 Topsoil Export 700 CY 5 7.00 $ 4,900.00
2.06 Backfill Curb&Gutter 1,550 LF S 1.10 5 1,705.00
2.08 Landscape Retaining Wall 150 SF $ 15.00_$ 2,250.00
Subtotal Earthwork $ 36,305.00
3.01 Construction Entrance 1 EA $ 2,000.00 5 2,000.00
3.02 Silt Fence Installation 800 LF 5 1.50 $ 1,200.00
3.03 Landscape Area Inlet Protection 3 EA _ $ 150.00 $ 450.00
3.04 Inlet Filter Baskets 10 EA $ 150.00 $ 1,500.00
3.05 Rip rap and Flared End Section Protection _ 1 EA $ 300.00 $ 300.00
3.06 Concrete Washout 1 EA $ 500.00 5 500.00_
3.07 Street Sweeping&Dust Control 1 Allowance $ 5,000.00 $ 5,000.00
Subtotal Erosion Control $ 10,950.00
4.10 Heavy Duty Bituminous Pavement _
4.11 1.5"Bituminous Surface Course 1,200 SY S 7.50 $ 9,000.00
4.12 3.5"Bituminous Binder Course 1,200 SY $ 8.50 $ 10,200.00
4.13 6"Aggregate Base Course(CA6) 1,200 SY $ 7.00 S 8,400.00
4.20 Regular Bituminous Pavement
4.21 1.5"Bituminous Surface Course 850 SY $ 7.50 S 6,375.00
4.22 2.5"Bituminous Binder Course 850 SY $ 8.00 $ 6,800.00
4.23 6"Aggregate Base Course(CA6) 850 SY $ 7.00 S 5,950.00
4.30 Concrete Pavement
4.31 6"P.C.Concrete Pavement with(6x6/W2.9xW2.9)W.W.F. 75 SY $ 20.00-5 1,500.00
4.32 4"Aggregate Base Course(CM) 75 SY S 6.00 S 450.00
4.40 Concrete Sidewalk(5"P.C.Concrete Pavement&4"Aggregate Base Course•CA6) 4,500 SF S 4.00 $ 18,000.00
4.50 Curb&Gutter B6.12 1,550 LF $ 14.00 $ 21,700.00
4.60 Striping and Signage 1 Allowance $ 7,500.00 5 7,500.00
4.70 Depressed Curb&Gutter 20 LF 5 10.00 $ 200.00
4.80 ADA Ramp 2_ EA _$ 500.00 $ 1,000.00
Subtotal Paving $ 95,875.00
5.01 8"PVC SDR-23 15 LF $ 21.00 S 315.00
5.02 12"RCP 486 LF $ 24.00 $ 11,664.00
5.03 15"RCP 97 LF S 27.00 $ 2,619.00
5.04 24"ADS Nyloplast Yard Drain 2 EA $ 600.00 $ 1,200.00
5.05 4'Diameter Storm Manhole 7 EA S 2,500.00 $ 17,500.00
T
5.06 4'Diameter Storm Manhole with Restrictor 1 EA $ 3,500.00 5 3,500.00
5.07 Connection to the existing Manhole 1 Allowance $ 4,000.00 $ 4,000.00
5.08 Trench Backfill 500 CY $ 16.00,$ 8,000.00
Subtotal Storm Sewer System $ 48,798.00
6.01 6"PVC 47 LF 5 40.00 $ 1,880.00
6.01 4'Diameter Sanitary Manhole _ 2 EA S 2,500.00 S 5,000.00
6.02 Connect to Existing 1 EA $ 3.000.00 $ 3,000.00
6.03 Trench Backfill 120 CY $ 16.00 $ 1,920.00
Subtotal Sanitary Sewer System $ 11,800.00
•
r .
M
7.01 6"Water Main-D.I.P. 390 LF $ 30.00 $ 11,700.00
7.02 2"Water Service-D.I.P. 350 LF $ 20.00 $ 7,000.00
7.03 Fire Department Connection 1 EA $ 1,000.00 S 1,000.00
7.04 6"Tapping Saddle for Connection to Existing Water Main 1 EA $ 5,000.00 $ 5,000.00
7.05 Fire Hydrant Assembly 1 EA $ 3,500.00 $ 3,500.00
7.06 6"Gate Valve 1 EA $ 4,000.00 $ 4,000.00
7.07 2"Gate Valve 2 EA _ $ 1,500.00 $ 3,000.00
7.08 1 1/2"Water Service Meter 1 EA $ 1,200.00 $ 1,200.00
7.09 2"Backflow Prevention Assembly 1 EA j$ 800.00 $ 800.00
7.10 6"Double Check Valve Assembly in Vault 1 EA S 5.500.00 S 5,500.00
7.11 Trench Backfill 400 CY $ 16.00 5 6,400.00
Subtotal Water Main System S 49,100.00
8 01 Landscaping ® S 25.000.00 $ _ 25,00000
Subtotal Landscaping $ 25,000.00
9.01 Site Lighting 1 LS 5 20,000.00 $ 20,000.00
Subtotal Lighting S 20,000.00
`l ll,hl�h/,Rl"
1.00 DEMOLITION S 5,000.00
2.00 EARTHWORK $ 36,305.00
3.00 EROSION CONTROL $ 10,950.00
4.00 PAVING $ 95,875.00
5.00 STORM SEWER SYSTEM $ 48,79800
6.00 SANITARY SEWER SYSTEM S 11,800.00
7.00 WATER MAIN SYSTEM $ 49,100.00
8.00 LANDSCAPING $ 25,000.00
9.00 LIGHTING $ 20,000.00
TOTAL $ 302,828.00
This Engineer's Opinion of Probable Construction Cost is based upon the Final Engineering Plans revised by KHA dated 10/6/14. The Engineer has no control over the cost of labor,materials,equipment,or over the
Contractor's methods of determining prices or over competitive bidding or market conditions.Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the
Engineer's judgment as a design professional familiar with the construction industry.The Engineer cannot and does not guarantee that proposals,bids,or actual construction costs wail not vary from its opinions of probable
costs.
Notes:
1 This estimate excludes building costs.
3 This estimate excludes signage.
4 This estimate excludes survey construction layout.
5 This estimate does not include any permit fees,roadway impact fees and/or connection fees for any utility or city services
6 This estimate excludes off-site roadway or utility improvement costs
7 This estimate does not include soft cost fees.
8 This estimate excludes General Conditions
•
Kimley>>>Horn
Transmittal
Date: February 25,2015 Job Number: 160695020.2.700
Project Name: iFly—Tigard
To: City of Tigard
Attn: Dan Nelson
13125 SW Hall Blvd.
Tigard,OR 97223
Ph: 503-718-2463
We are sending these by
▪ U.S.Mail ® FedEx(8am delivery) ❑ Hand Deliver
▪ Other:
We are sending you
Attached D Under separate cover via the following items:
▪ Shop Drawings ❑ Prints/Plans ❑ Samples ❑ Specifications El Change Orders
❑ Other:
Copies Date No. Description
3 2/6/15 iFly—Tigard Civil Plans
Dan,
Please find enclosed the civil plans for the iFly project located at 10655 SW Greenburg
Road Tigard,OR. Please contact me with any questions(Ph: 630-487-5557;
nate.groff @kimley-horn.com).
Regards,
Copy to: Bill Adams(iFly) Signed Nate Groff,P.E.(KHA)