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Permit .. ili . CITY OF TIGARD SITE WORK PERMT • COMMUNITY DEVELOPMENT PERMIT # : SIT2008 -00004 TIGARD DATE ISSUED : 7/18/2008 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL : 1 S136CD -00500 SITE ADDRESS: 08000 SW PFAFFLE ST ZONING : C - P SUBDIVISION: PACIFIC CROSSROADS CORP LOT: JURISDICTION : TIG PROJECT: PACIFIC CROSSROADS CORP.CENTER Project Description: Sitework for (3) new office buildings. • CLASS OF WORK: NEW PAVING ?: U RESO. NO: TYPE OF USE: COM GRADING ?: Y VALUE: ,x,.09 EXCV VOLUME: 2,809 cy LANDSCAPING ?: Y L / � y � oo , U FILL VOLUME: 21 cy SITE PREP ?: Y �f' / � ENG FILL ?: U STORM DRAINS ?: Y SOILS RPT REQD ?: Y IMPERV SURFACE: 42,100 sf Owner: FEES CEDAR HILLS DEVELOPMENT Description Date Amount 915 NW TORRYVIEW LANE [BUPPLN] Pin Rv -Valu 2/19/2008 $982.13 PORTLAND, OR 97229 [TAX] Valu 12% State Surchar 2/19/2008 $604.39 [BUILD] Prmt Fee -Valu 7/18/2008 $1,508.20 [TAX] Valu 12% State Surchar 7/18/2008 $180.98 Phone: 503-299-3100 [ERPRMT] Erosion Control 7/18/2008 $100.00 Contractor: [ERPLN] Erosn Pin Rv CWS 7/18/2008 $32.50 [EROSN] Erosn Pin Rv COT 7/18/2008 $32.50 PACIFIC CREST STRUCTURES INC [ BUPPLN] Addl Pln Rv 7/18/2008 $200.00 17750 SW UPPER BOON ES FRY #190 DURHAM, OR 97224 Total • $3,640.70 • Contact #: PRI 503 - 968 - 8949 FAX 503 - 598 - 6658 REQUIRED ITEMS AND REPORTS Ersn Cntrl 681 -4444 Reg #: LIC 66915 Final observation & acceptance This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0100. You may obtain copies of these rules or dired questions to OU NC by calling 503.246.6699 or 1.800.332.2344. Issued ' . ' i„ d Permittee Signa I Vi/ , . Call 503.639.4175 by 7:00 a.m. for an inspection that business day. This permit card shall be kept in a conspicuous place on the job site until completion of the project. • Approved plans are required on the job site at the time of each inspection. Agri 0 yi�.� -6 .• •. t -C_e Bnildine Permit Applicati r — QOOD,j Site Work FOR OFFICE USE ONLY F 1 5 2008 City of Tigard Received Date/B �ve /3 w Permit No.: sii /! , _ 4. ° 13125 SW Hall Blvd., Tigard, OR J2�Y OF TIGARD Plan Revie Phone: 503.639.4171 Fax: so$U1L9�yIN Date/B : A� �� ENT • Other Permit: . Inspection Line: 503.639.4175 G DIVISION Date Rea. TI GARD Y Y Juris: ® See Page 2for Internet: www.tigard- or.gov Notified/Method: Supplemental Information TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING CE N w 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 CONSTRUCTION work indicated on this application. ❑ 1 -and 2-family dwelling Valuation: $ y g Commercial /industrial Accessory building Number of bedrooms: ❑ ry g ❑ Multi - family ❑ Master builder • ❑ Other: Number of bathrooms: Job site ad 'G 0� JOB SITE INFORMATION AND LOCATION Total number of floors: ck...3 P.F -rt;(� New dwelling area: square feet City/State /ZIP: `I-►el A1,:1.1:, dp. a o is1 Garage/carport area: square feet Suite/bldg. /apt. no.: Project name: ?Ad., G, p Cis? a MQ I y Covered porch area: square feet Cross street/directions to job site: 5 . 1*afp-LE S -t AND Deck area: square feet S' NI I-9 ttl Ave NI 11 E Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: Lot no.: 501 , 400 Permit fees' are based on the value of the work performed. Tax map /parcel no.: S (3 LP C AND 100 I Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK work indicated on this application. Srrteyio - ALSO 1 ART @ w,- t { 3 Valuation: $ A N� W I s - i s PI �O�I 000 SHCII. 13NI� -p t nIC S — 1S ` j 3 s SF - N. Oeetiplyn C� Existing building area: square feet /2-A D New building area: 51 13 5 square feet —� 1}r6 / -PAV /NG,� NIZBS 1 c5'tP LANI APF I PROPERTY OWNER I ❑ TENANT Number of stories: I Name: CEb1 14 t LLS V E 1.-oi'M E r,1T Type of construction: v - $ Address: ct IS N W .y Vl eN! LANE Occupancy groups: City/State/ZIP: -pp -TL t' © N ci 9. A.L9 Existing: N I A Phone: ( 9 1 • 3() Fax: ( ) New: $ APPLICANT 0 CONTACT PERSON NOTICE Business name: to> p N PE t GsN t. .o IA All contractors and subcontractors are required to be Contact name: 13 v ' t , AF_ licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: 9. ( 5b t W '30Y to LAN. ' jurisdiction in which work is being performed. If the City /State /ZIP: l 160 � G ON c� ZZ3 applicant is exempt from licensing, the following reasons apply: Phone: ( 5503) M4. 6SSR.. Fax: : (503) a4 • 0411- E- mail: ..pj @ •11'j4p:. ��oWl I I �� CONTRACTOR • Business name: _c. I .F IC am. tkC , I NC BUILDING PERMIT FEES* Address: 9z 33 5J\f I/pe, LE N ; a I T S ! 0 (Please refer to fee schedule 1 Structural plan review fee (or deposit): GI is , i City/State/ZIP: , � - �l_{��I'b l IQ- a 9 -2 - Phone: ( 563) t Leg , $ 4.4 c1 FLS plan review fee (if applicable): �l' �GI / Fax: ) 1 CCB Iic.: lj W 4 is— Total fees due upon application: .5)...._ Bedtc Amount received: trj g . 62. Authorized signature: h This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: Date: 2. (s . c.1"6 * Fee methodology set by Tri -County Building Industry Service Board. (:\Building \Permits \SIT- PermitApp.doe 12/27/06 440- 4613T(II /02 /COM/WEB) PERMIT NO ,44 *.5 hero CleanWater Services Our co n�nit t is clear. LOT ✓j� EROSION CONTROL INSPECTION REPORT DATE X INSPECTOR £ ,07 /7' ,, SUBDIVISION /I, OWNER/PERMITEE ���, ,j /� � SITE ADDRESS 494 S7JW �° / , �". r 6< ;,„ •. I/ FINAL INSPECTION THIS SITE MEETS THE POST- CONSTRUCTION EROSION CONTROL REQUIREMENTS SET FORTH IN CLEAN WATER SERVICES RESOLUTION AND ORDER NOTE: IF POST - CONSTRUCTION EROSION CONTROL MEASURES ARE STILL BEING EMPLOYED ON THIS SITE TO MEET CRITERIA FOR AN APPROVED FINAL INSPECTION, THE MEASURE(S) MUST REMAIN IN PLACE UNTIL LANDSCAPING IS COMPLETE OR PERMANENT GROUND COVER IS ESTABLISHED. A COPY OF THE FINAL EROSION CONTROL INSPECTION REPORT MUST BE FORWARDED TO THE NEW OWNER, AT WHICH TIME NEW OWNER ASSUMES THE RESPONSIBILITY FOR MAINTENANCE, REPAIR AND REMOVAL. OTHER THANK YOU FOR YOUR COOPERATION! INSPECTOR - A v�'�� PHONE .‘d /..fl�o�' 1T a F oD `{ Noisinia oNiaiins auvou. 30 A110 800Z 9 I E3di ®3/ \I3031:1 Fire Marshal's Division Offices Tualatin Valley North - 14480 SW Jenkins Rd., Beaverton, OR 97005, (503) 356 -4700 Fire & Rescue South - 7401 SW Wash Ct., Tualatin, OR 97062, (503) 612 -7010 I �xr•.i -z ' - revue.- ..ae.. -- ,a- .. r r Yf P'es' � r .u�..r n...vy,�. ..w�.- 'taro A [" 0 3 C ;1, _.+taw .:51i . t 4 ''..., �, �,.: This worksheet is required to be submitted to and appr9ved 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. See the instructions for assistance completing this form or call one of the above numbers. i I Preparer Information _I ' I Preparer Name: (Craig Harris I Phone:1503- 620 -8668 I Fax:I503- 620 -5539 I Architect / Engineer of Record: IAA( Engineering I Phone:1503- 620 -3030 I Fax:1503 -620 -5539 I I I I 1 General' BuildInganfbitiatien -;- Project Name: (Pacific Crossroads Corporate Center I y� is Project Address: 18000 SW Pfaffle Street City:ITigard I County:IWashington County I Zip:I Construction Type(s): (Type V -B I Total Bldg Area: I 5,050Isgft Total Fire Area: I 5,050Isgft Bldg Fire Flow: 1 1919IGalions Per Minute (Light Hazard) Describe Fire Area: (If more than one fire area, Include an 8112 x 11 or 11 x 17 drawing Indicating the various fire areas) Type of Occupancy or Use of Building: (Office (A_ Occu pancy Al Determine percent of each occupancy hazard in the fire area. x•�. .�:- ., ' .y aw :.� M .6w -- �.s.- ti.a+ -w _ -_�r. . > .�r.+--r_. �.. 4 sM rr- e Y :s• v. 3iio'mf fe601a ac 0 A, , 74A� Light Hazard 5,050 SF E'er 5,050 SF Niurop47 100 % Ordinary Hazard Grp 1 0 SF 1 SF 5t ,1QQ$ �"° 0 % Ordinary Hazard Grp 2 0 SF e'l 1 SF 4D�'` 0 % Extra Hazard Grp 1 0 SF 1 SF . °..1.10 0 % Fa r,1 o Extra Hazard Grp 2 0 SF .:,7 1 SF �t�16QQ�4.c��.�� 0 � Total Must equal 100% I 100 % A2 Calculate Fire Flow ��' Y.� " °• S' .1snr.,M r *- •.r++MA►' WF � 4WwrMa lx taa ell l:Cl'k 1 gym? hao`tii s , re • re a ms "' t .>� it s n ire#FTow Light Hazard 1.0 , 100 % ati 1919 GPM 1919 GPM Ordinary Hazard Grp 1 1.2 0 % ILV 1919 GPM 0 GPM Ordinary Hazard Grp 2 1.3 0 % fi 1919 GPM ;;'°^; 0 GPM Extra Hazard Grp 1 1.4 Al 0 % 1919 GPM 5 0 GPM Extra Hazard Grp 2 1.5 gc3 0 % 1919 GPM 0 GPM A3 Required Fire Flow ( 1919 GPM 1 �( ...= - .,Minimum Numbef,of Fire Hydr'arlts Requ•iied`+._.. = -r, r ; :a Required Fire Flow 1919 = ( 1 (No. of Hydrants Required �C:,,, Reduction ofFiretiFJow; - Reds ctlor�s_are based the followin -, Cl - Reduced by 25% for all Group R Occupancies without fire sprinklers (multiply by .75) C2 - Reduced by 25% for a NFPA 72 Fire Alarm System (multiply by .75) C3 - Reduced by 75% for NFPA 13 Automatic Sprinklers (multiply by .25) i ....._.R quir!ed=Flre:F,lowl:;... �s: ;• _ _ •. - _ `'�.z . . . D1 - Group R occupancy I No Ix ( 1 1 = I 1919 GPM (Max. 3000 - Min. 1500 gpm) D2 - Fire Flow 1919 GPM X 1 I I =1 1919 GPM (Max. 3000 - Min. 1500 gpm) 1 FE: Available Fire Flow t•,th "e'Building Test Results: I 3,924 I GPM Manually enter available fire flow here. Please attach documentation of the flow test that was made. It shall Include date, time, location of static/residual and flow hydrants, and the tester's name, phone number and address. 01/10/2006 12:24 FAX 5035910886 TVYD Engineering a001/004 Tualatin Valley Water District 1 850. SW 170t'' Av ... - P.O. . . FAX . . . Box 745 Beaverton, OR 97075 • 1nAtc: 1 Jan. 10, 08 Total Number of Pages Including 4 Covet Sheer: • I� TO: FROM: I! Atrn: Norm Kevin Schmelt er Company: X1.1\ -T. Engineering - Phonc: (503) 620 - 3030 _ Phone; (503) 642 I I pax: (503) 620-5539 L ine: (503 ) 801-30;11 CC:: Fax: (503) 591 -0986 : - .. itl :• � r'uc how report i I X As Requested I 1 0t Review I Urgent Reply ASAP Please Comment - r NO'1'I;S /C OMMTtN'1'S: Call if you need more information. ii • 01/10/2008 12:24 FAX 5035810988 TVVD Engineering J002/004 .4 Jl'1PF2.1 -2001 THU 01 :36 PM FAX N0, P. 02/03 • FLOW TEST SUMMARY REPORT Pagel ;"6- LOCATION:8200 SW YCaifle DATE: 6 -21 -2001 Tigard, OH TIMM: 11,15 AM ,�..atialLydrant Number: 1 Flowing Hydrant Number: • 2 Elevation,. • • - - - 0.. -- • Elevation, 0 . .. Dist. Between Hydrants: 600 P 312211 4 . Diameter of Main: • 10 Outlet Diameter: 2.50 in Number flowing: 2 Coeff.: 0.90 Static pressure: 85.00 psi Residual pressure: 73.00 psi Pitot Reading: 22.00 psi Flows. 1574.6 gpm I Flow at 20 psi: 3924.1 gpm .. • GRAPH: 100 + J S i ?� • 90 + /Normal Pre9euro -No Flow-89.00 psi ' S \ \\ • S 80 + \ \ \ \\ /Test Flow- 1574.6 gpm -73.00 psi . \ \R.. ; 70 r ..,.. j0 + .... I, ...... Sn + ... I I. 1 40 + I 30 + 20 + Avail, Flow @ 20 poi= 3924.1 0ptn to + • 8001200 1.600 2000 2400 2800 3200 3600 4000 I' FLOW (GPM) NOTES: (1) Flowing.hydretht is assumed to he on a circulating main or downstream of the pressure test hydrant on a dead -end system. (2) slow analysis assumes a gravity flow system with no distribution dilie;4195d pumps and having ho demand, Other than the test flow, (3) Disi:aneo botwoon hydrants. elevations & diameter are for information only. a .�92 a d p 'n s� / f114- A (5,%-z.) fi • Y.: /" J y y"/• _.�-- ___-- - -r'��- J i/�. S 61. / � �i - •�. � � 5 /6 r ..-.-.. / • 01/10/2008 12:24 FAX 5035910986 TVWD Engineering a003/004 JUN21 -2001 THU 01:36 PM FAX NO. N. 03/03 FLOW T 9T SUMMARY REPORT page2 '0.0 _ .........._. i 90.0 NOrmal Pressure -No Flow.85.00 poi BU.o Test Flow- 1574.6 gpm -73.00 psi 70.0 N \ A 60,0 \. N R 50.0 E \ K _. . 0 . 0 ( \ p 3 0.0 N �! 20,0 Avail. Flow 0 20 psi= 3924.1 gpm b I! . 10.0 0.0 ._1. I I I _ L, _ I I R001200 1600 2000 2400 2800 32 3600 4000 FLOW (GPM) • 01/10/2008 12 :24 FAX 5035910988 TVYD Engineering 41004/004 - 4 . • •• • - 794.2 s ?,.. ,r4......-- • r . ' ....... .....-_. .,. . . --. • .-•••• . . ' • - --- • ra —S) ; -.1 ''i.. •. i.... , • ,--- :.._ --,..- .;..„ .4 . . . S% •- ' , .4 • •'... .'mt.) ..-1 1 -7... . • . . ..... . v. ...._ a r- 44 ! _ , / 5.... . 7 ... . ..1 , LI) 1 ....e. • t c..," - 'kr , f . • .a.': .1 '-... .._ . -.. ,- ' - ii_-- %-i- 1..s% — " i . L . 0.............. , :I 1,... • • ..... ...1 ". 2: • •.. --..... L c ) Av.. i'• • • 7 . ..‘" , . i J....... t r.'t • , . . 1 , .._. .. — X I .•7. , -- 0 ,..r . . . C. . . . . . . . . . . .. . . . .. .. . ... .. . .. . . . . . . . . . , . . • • • • . ..... .. .' . . .. . .. .. .