Loading...
Permit CITY OF TIGARD PLUMBING PERMIT ' 3 ' COMMUNITY DEVELOPMENT Permit#: PLM2015 00282 T 1(jARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 09/01/2015 Parcel: 2S1 11 CA00500 Jurisdiction: Tigard Site address: 9888 SW SATTLER ST Project: Sattler,Lot 2 Subdivision: ALDERBROOK FARM Lot: 10 Project Description: Installation of(2)dry wells. Contractor: KEN RICHARDSON EXCAVATING LLC Owner: PHOENIX REDEVELOPMENT INC 3675 SE MAPLE ST 516 SE MORRISON ST, STE 700 HILLSBORO, OR 97123 PORTLAND, OR 97214 PHONE: 503-466-0224 PHONE: FAX: FEES Quantity Description Date Amount 1 ea Drywell, Leach Line or Trench 09/01/2015 $18.76 Specifics: Drain 1 12%State Surcharge- 09/01/2015 $8.70 Plumbing Type of Use: SF 54 ea Minimum Fee Adjustment- 09/01/2015 $53.74 Class of Work: OTR Plumbing Type of Const: Occupancy Grp: Stories: Total $81.20 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 Utility Notification Center. 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 que .. to OUNC by . 'rig 503.232.1987 or 1.800.332.2344. Issued By: / /, 4 / 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 j,. project. Approved plans are required on the job site at the time of each inspectio . Plumbing Permit Application 'CE'VED Site Utilities FOR OFFICE USE ONLY City of Tigard AU G 2 4 2015 Received • / , y) Permit No.:�J �/5 dv a Eir 13125 SW Hall Blvd.,Tigard,OR 97223 Platt Review 1.4/Phone: 503.718.2439 Fax: 503JF\9eta;;=TlGARD DateBy: 7� + Other Permit No.:+-(<jTt /S 0QQ4/ Inspection Line: 503.639.417 S TIGARD BUfLDivG �iVISt ON Date Read B o� o�n 7uris: See Page e 2 for Internet: www.ti and-or. ov Notified/Method: Supplemental Information TYPE OF WO' t1�� 44 7W - /, FEE* SCHEDULE ►; New construction ❑De ..lit ,n For a, cial in ormation use checklist. Description Qty. Ea. Total ❑Addition/alteration/replacement ❑Other: New 1-2-family dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 '-and 2-family dwelling 12 Commercial/industrial SFR(2)bath 437.78 JaL SFR(3)bath 500.32 ❑Accessory building ❑Multi-family Each additional bath/kitchen 25.02 ❑Master builder ❑Other: Fire sprinkler( sq.ft.) Page 2 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: S S g 8 ) 45A\.ee___ Catch basin or area drain 18.76 City/State/ZIP: 'r C�A'.S © � q7 Z'Z Footing 1,leach line,or trench drain �' 18.76 Footin drain(no.linear ft.: ) Page 2 Suite/bldg./apt.no.: I Project name: Manufactured home utilities 50.03 Cross street/directions to job site: .• +"- VC-- Manholes 18.76 Rain drain connector 18.76 Sanitary sewer(no.linear ft.: Page 2 Storm sewer(no.linear ft.: ) Page 2 Water service(no.linear ft.:_) Page 2 Subdivision: I Lot no.: Fixture or item: Tax map/parcel no.: Backflow preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 \ ✓ Clothes washer 25.02 �ir-1 /S-'0' 1k_O\ `n 't" 0 F TWO J ry ( Dishwasher 25.02 Drinking fountain 25.02 Ejectors/sump 25.02 PROPERTY OWNER 1 ❑ TENANT Expansion tank 12.51 Name: S Adz( (3U 1�t� Ho eS//LG G Fixture/sewer cap 25.02 El Address: /$1� i(/� /&q 1- tbce, (Q j'o Floor drain/floor sink/hub 25.02 1,l J N Garbage disposal 25.02 City/State/ZIP: (3o -�.N 0) - ?700&&` Hose bib 25.02 Phone:(5(33) 533-576 7 Fax:( ) Ice maker 12.51 ❑ APPLICANT CONTACT PERSON Interceptor/grease trap 25.02 S^ -7 n U f L� L„A / / Medical gas(value:$ ) Page 2 Business name: d"SC� /,� /T� (�-� h-L Contact name: c4- le ( O`r 1 f / Primer 12.51 ( Roof drain(commercial) 12.51 Address: Sink/basin/lavatory 25.02 City/State/ZIP: Solar units(potable water) 62.54 Phone:(51)3) 76 y..- 8 Z 5,c- Fax: :( ) Tub/shower/shower pan 12.51 Urinal 25.02 E-mail:CaIP._ 0 SA3e bu l``T,' O tvveS//L Gt0/1- CONTRACTOR Water closet 25.02 Water heater 37.52 Business name: Ken 43 Z r) E CA VOL-I-1'04-2 Water piping/DWV 56.29 Address: ? 75 _ /4 A r - g Other: 25.02 City/State/ZIP: H.;Ilshro, o ?7/Z3 Subtotal Phone:(503) 4166- ©ZL If Fax:( ) Minimum permit fee: $72.50 -'sv CCB Lic.: aaz?4// If Plumbing Lic.no.: 34'49-c 19� Plan review (25%of permit fee) -- State surcharge(12%of permit fee) c/•7O Authorized signature: " , // TOTAL PERMIT FEE Q'(. C Print name: / v t/ � Date: f/ ,,/ This permit application expires if a permit is not obtained within 180 days C i / / after it has been accepted as complete. (/ *Fee methodology set by Tri-County Building Industry Service Board. I:\Building\Pmmits\PLMU-PmnitApp.doc 10/01/09 440-4616T(I0/02/COM/WEB) Plumbing Permit Application - City of Tigard Page 2 - Supplemental Information Fee Schedule: Residential Fire Suppression Systems: Site Utilities Qty. Fee(ea) Total Square Footage: Permit Fee: Footing drain-1"100' 50.03 0 to 2,000 $121.90 2,001 to 3,600 $169.69 Footing drain-each additional 100' 37.52 3,601 to 7,200 $233.20 Sewer- 1st 100' 62.54 7,201 and greater $327.54 Sewer-each additional 100' 37.52 Water Service- 1st 100' 62.54 - Medical Gas Systems: Water Service-each additional 100' 37.52 Valuation: Permit Fee: Storm&Rain Drain-1st 100' 62.54 $1.00 to$5,000.00 Minimum fee$72.50 Storm&Rain Drain-each additional 100' 37.52 $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and$1.52 for Other Inspections or Fees Qty' Fee(ea) Total each additional$100.00 or fraction thereof,to and including$10,000.00. Inspection of existing plumbing or for $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and$1.54 for which no fee is specifically indicated 90.00/hr each additional$100.00 or fraction thereof,to (minimum charge-1/2 hour) and including$25,000.00. Inspections outside of normal business 90.00/hr $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and$1.45 for hours(minimum charge-2 hours) each additional$100.00 or fraction thereof,to Reinspection Fees 90.00/hr and including$50,000.00. Additional plan review for revisions 90.00/hr $50,001.00 and up $742.00 for the first$50,000.00 and$1.20 for (minimum charge-1/2 hour) each additional$100.00 or fraction thereof. Subtotal: Commercial Fixture Work: Are you capping,adding or replacing fixtures? If"yes", please indicate work performed by fixture. Failure to accurately report fixtures could result in increased sewer fees*. Quantity by Fixture Type Plan Review for Plumbing Installations Fixture Type for Kept°Ce/ Plan review is required for any of the following.Performed: Capped Added Relocate q g' Baptistry/Font Please check all that apply. Bath Tub/Shower ❑ Any new commercial building with water service 2"and Jacuzzi/Whirlpool greater,except systems designed and stamped by licensed Car Wash -Each Stall engineer. -Drive Thru ❑ New exterior plumbing site utilities for any complex structure Cuspidor/Water Aspirator as defined in OAR918-780-0040. Dishwasher -Commercial ❑ Medical gas and vacuum systems for health care facilities. -Domestic ❑ Any multipurpose fire sprinkler system. Drinking Fountain ❑ Any complex structure as defined in OAR9I8-780-0040. Eye Wash Floor Drain/sink -2" Submit 2 sets of plans with any of the above. -3" Isometric or Riser Diagram Car Wash Drain ❑ Isometric or riser diagram is required for new buildings Garbage -Domestic-non-food Disposal -Domestic-food related that meet the qualifications above. -Commercial-food related -Industrial-food related Ice Mach./Refrig.Drains Oil Separator(Gas Station) Comments regarding fixture work: Rec.Vehicle Dump Station Shower -Gang -Stall Sink/Lav -Non-food related -Bradley -Commercial-food related -Service Swimming Pool Filter *Note: If the fixture work under this permit results in an Washer-Clothes Water Extractor increase of sewer EDUs,a sewer permit will be issued and Water Closet-Toilet fees assessed for the sewer increase must be paid before the Urinal plumbing permit can be issued. Other Fixtures: C:\Users\Cale\Downloads\PLMU_PermitApp(1).doc 2 i` • 60 g '2' g SW 5A OCZsi, • • • • •• . • . • • � • • • • I,S o ' �1 _ • • • • . • • • . 2 ►�- o00 . . . . . .. hr^.. . ••• • • •i••CF 42415 • •• .• . • •• ••• • •• • •• • • • • • •• ,La,, r-IQ ` .� . — • • •• ,.:,, S 69°58'001[133.11• • ••• ; t-7 /I �VD CITY OF TIGARD W"WATER METER II I X'WATER METER /V PARCEL 1 ( PARCEL2 REVIEWED FOR CODE COMPL1IANTCE• •. •• •• • •• l • it I • • ••• ••• •• � :•_ 4+ 1,4 Approved: M : ••• • • • • • 11 II OTC: I I ,-, tt Permit#: Psi • , i Z l� o Address: :j.' FYI— 1 if l2 Ii ii Suite #: i By: ,. I Dates , --3/_, S 0 ti i 1 -�0 1 _sa:5=1E13315' I .1.t'.J °I LOT 15 NEW 12'WIDE I A/C SHARED II III��� REV I S I ON DRIVEWAY it I ---.. , NEW 1'PVC O A 'r I ] PARCEL 1 , I WATER SERVICE l�-a'G/0 k' G A-(-cg. PARCEL 1:I 34$/a € get/1--F ?I r 1— 4 N 'APP w«ED - A(103 aDIMO IF 1 I \...t. , LOT 14 " t' (-15-"' 1_____M_ ___ A9aowl1n8 ' I , LOT 26 I , /I y I NEW 1"PVC PARCEL 2 _ ,5 WATER SERVICE LIVING SPACE 2,849 SO FT 7 48•'211" �r - I - NEW 4'PVC SAN II 4 IV SEWER LATERAL GARAGE/SHOP 870 SOFT _ `t E r I-w PARCEL 1 TOTAL FLOOR AREA 3,719 SO FT # i _ ALDER-R'LAN W/ ''', ._ ROOF 2,584 So FT PARCEL 2 _ 4-CAR G•RAGE •�.' _,,.. 12 - PAVEMENT 1074 SO FT 1 dt. \ TOTAL IMPERVIOUS 3,658 SO FT in - /f NEW 4"PVC SAN TOTAL LOT AREA 13,052 SO FT to i 3f-1)// SEWER LATERAL t"' 54' / / / // t PARCEL 2 L� X �rY W V`� 67 "/ // �/ /�/ // LOT 13 S P� /� ac - 7' 4 // TO 8'PVC SAN '. ‘ii LOT 27 SEWER IN SW / / '�' � n �f I _ KABLE ST. 7 / -/ e)(\,;.\0--,- /{l` - N 89 g W 13321' /1 LOT 7 —1\ SITE PLAN - SATTLER PARTITION , ' Scale 1"=40 IMF SAGE BUILT HOMES SATTLER PARTION PARCEL 2 SAG BU I LT 18820 NW Bethany Court#200 Job No. 156-0911-10 Date 6/01/15 Sheet Beaverton,Oregon /m! Client Sage Built Homes By MEB I . )\``1b N.� '^ • •• 1 •• •• • •• • • •• • •• •• • •• • • • • •• • • • •• . • •. •• ■ • . • ••• •• •• ••• • •• •• •• • • • • •• • •• • • • • • • • • • • •• -al • • ••• • •••• Is, • •• •• • • •• •• •• . • •• ••• • •• • • ••• • • • • • • • li • ••• ••• •••• :•: • • � 5' MIN I10' MIN -FROM PROPERTY LINE PIPE JOINT 1,,1'-0" MIN I 10' MIN. ABOVE GROUND .\`•'1,,,, A ^"^'ip ilk 1X SLOPE MIN.-'1.' ••\l%j' •:mss/�.k�. •:::•;�•:, .. ••�� \�% 2'-0" MIN '\\'/j`� ■ �'. SEE DRYWELL SIZING CHARTS Or�•® ® ® FOR REQUIRED DEPTH AND H -'_ DIAMETER. MINIMUM HEIGHT= 12'THICK LAYER OF r TO r L.® ® ® ,r 5FT, MINIMUM DIAMETER = 26' 2-i" ROUND ROCK BETWEEN ,o ® ® ® At; PIT UNING AND EARTH WALL, Y`• . lY�� UP TO THE UD. pig ® ® 1:'.: IWO 01 1. Provide protection from all vehicle traffic,equipment staging, and foot traffic in proposed infiltration areas prior to,during, and after construction. Exhibit 2-36: Drywell Sizing Table Once approval has been given by BDS for onsite infiltration of stormwater, 2. Siting criteria:Gravelly sand,gravelly loamy sand,or other the following chart shall be used to select the number and size of drywells. equally porous material must occur in a continuous 5'deep Gray boxes are acceptable. stratum within 12'of the ground surface. IMPERVIOUS 28" Diometer 48' Diameter 3. Sizing:Exhibit 2-36 is used to appropriately size the Area Drywell Depth Drywell Depth - drywell(s)based on the amount of impervious area that (sq-ft) 5' 10' 15' 20' 5' 10' 15' 20' each drywell is designed to manage. This chart shall be used as guidance,is based on field experience,and should 2000 -_ be used as minimums only. 4to 3000 4000 , 4. Drywell shall not be installed where base of facility has less 5000 than 10'of separation to water table. 6000 5. Top of drywell must be below lowest finished floor. 7000 8000 6. Setbacks(from center of facility): 9000 a.10'from foundations 10000 b.5'from property lines c.20'from cesspools. 7. Piping shall be ABS SCH40,cast iron,or PVC SCH40. 3" pipe must be used for up to 1500sf of impervious area, otherwise 4"minimum. Piping must have 1%grade and must follow current Uniform Plumbing Code. -DRAWING NOT TO SCALE- STORMWATER MANAGEMENT MANUAL TYPICAL DETAILS -Simplified/ Presumptive Design Approach- NUMBER ts►` Bureau of Environmental Services Drywell - SW-170