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Home My WebLink AboutPermit Building 2007-8-31 CITY OF SPRINGFIELD. Building/Combination Permit PERMIT NO: COM2007-01196 ISSUED: 08/31/2007 APPLIED: 08/14/2007 EXPIRES: 02129/2008 VALUE: $ 371,550.00 Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line SITE ADDRESS: 6021 Fernhill Lp ASSESSOR'S PARCEL NO.: 1702343406700 Springfield TYPE OF WORK: Single Family Residence PROJECT DESCRIPTION: Single family residence - Mt Gate lot 59 TYPE OF USE: New Residential Owner: GREG LARKIN Address: PO BOX 832 SWEETHOME OR 97386 I CONTRACTOR INFORMATION I Contractor Type General Electrical Mechanical Plumbing Contractor RIVER VALLEY BUILDERS INC G & E ELECTRIC INC MIDWAY MECHANICAL INC ADH PLUMBING INC License 134566 54468 154166 175077 BUILDING INFORMATION I # of Units: Primary Occupancy Group: Secondary Occupancy Group: Primary Construction Type Secondary Construction Type: # of Bedrooms: 1 R-3 U VB # of Stories: 2 Height of Structure: 41.00 Type of Heat: Forced Air Gas Water Type: Gas Range Type: Gas Energy Path: Path 1 Sprinkled Building: n/a 2 I DEVELOPMENT INFORMATION. Frontyard Setback: Side 1 Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: 23.50 5.00 5.00 61.00 0.00 Overlay Dist: # Street Trees Rqd: Paved Drive Rqd: % of Lot Coverage: I PUBLIC IMPROVEMENTS I Street Improvements: Storm Sewer Available: Special Instruction: Phone Number: 541-726-0330 Expiration Date 04/15/2011 09/15/2007 01130/2009 04/0312009 Phone 541-760-7881 541-967-7045 541-928-2423 541-967-7686 Lot Size: Sq Ft 1st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage/Carport Sq Ft Other: Occupant Load: 10,000 1,975 1,005 1,556 562 REQUIRED PARKING Hillside 2 Yes 34.42 Total: Handicapped: Compact: 2 Fully Improved Sidewalk Type: Curbside 5' . Yes', DownsJ2!l_uts/Drf~WleqU'reslfo6tt@m Sewer Storm drainage should be directed to the stub PAA\pIt~MeWpg~ b the Oregon Utility toUow rules adopte Y e rutes are set forth Notification Center. Thos hOAR 952-001- tn OAR 952'()()1-og~~~~~~i~S of the rules by 0090.. You may 0 (Note: the telepho~e calling the center. Utility NotificatIon number for tthe 'lsor1e~g~_332-2344). Cen er - Notesc' E NOTI : K THIS PERMIT SHAll EXPIRE 1F THE WOR AUTHORIZED UNDER THIS PERMIT IS NOT COMMENCED OR IS ABANDONED FOR ANY 180 DAY PERIOD. Pae:e 1 of 4 ....~....;. Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Description Type of Construction AC - Residential Deck V Wood Frame Garae:e A.C. - Residen Deck/Balcony Dwelline:s Garae:e Fee Description + 5% Technology Fee Oyerwidth Application Fee Plan Review Residential + 10% Administrative Fee + 5% Technology Fee + 8% State Surcharge 3 Baths One & Two Family Addressing Assignment Appliance Vent Boiler/Comp Up To 100,000 btu Building Permit Curbcut Permit Dryer Vent Exhaust Hoods Fire SF Fee - Residential Fireplace (Listed) Furnace - up to 100,000 btu Gas Outlets 1-4 Plan Review Major - Planning Plan Review Residential PW Disc - 2nd Pe'rmit Sanitary Sewer - Improvement Sanitary Sewer - Reimbursement . SDC MWMC Administration SDC MWMC Improvement SDC MWMC Reimbursement SDC Sanitary/Storm Admin SDC Transpo Admin SDC Transpo Improvement SDC Transpo Reimbursement Sidewalk Permit Storm Drainage Impervious Area Storm Sewer Each Addtll00' I Valuation Description I $ Per Sq Ft or multiplier $4.00 $19.00 $103.00 $27.00 Square Footage or Bid Amount 2,980.00 562.00 2,980.00 1,556.00 Total Value of Project ~ Amount Paid $2.00 $40.00 $984.27 $232.25 $120.63 $165.41 $337.00 $35.00 $7.00 $14.00 $1,596.60 $85.00 $7.00 $10.00 $254.90 $17.00 $14.00 $5.00 $205.00 $53.52 $-30.00 $591.72 $778.17 $10.00 $961.52 $91.61 $156.82 $69.15 $862.25 $195.48 $85.00 $1,028.72 $32.00 Date Paid 8/14/07 8/14/07 8/14/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 8/31/07 Pae:e 2 of 4 CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2007-01196 ISSUED: 08/31/2007 APPLIED: 08/14/2007 EXPIRES:, 02/29/2008 VALUE: $ 371,550.00 Value Date Calculated $11,920.00 $10,678.00 $306,940.00 $42,012.00 $371,550.00 08/15/2007 08/15/2007 08/14/2007 08/14/2007 Receipt Number 1200700000000001036 1200700000000001036 1200700000000001036 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 lio0700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 1200700000000001135 Status Issued CITY OF SPRINGFIELD" Building/Combination Permit PERMIT NO: COM2007-01196 ISSUED: 08/31/2007 APPLIED: 08/14/2007 EXPIRES: 02/29/2008 VALUE: $ 371,550.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Vent Fan Willamalane Single Family $28.00 $2,303.00 8/31/07 8/31/07 1200700000000001135 1200700000000001135 Total Amount Paid $11,349.02 I Plan Reviews I Initial Review Plannin2 Review 08/15/2007 08/15/2007 08/1512007 08/30/2007 APP APP LLH TAJ Survey required because of minimum side setbacks. Follow LDAP approval for tree preservation. Plant native street trees chosen from the list for Hillside Development in the street tree handout. Storm drainage to be directed to storm sewer stub provided. -MS 8/1612007 Took in an overwidth application. Routing to traffic. BC Approved as noted Public Works Review 08/15/2007 08/16/2007 APP MS Public Works Review 08/14/2007 08/14/2007 10 BRC Structural Review 08/15/2007 08/3012007 APP DLM To Request an inspection call the 24 hour recording at 726-3769. All inspections requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following work day. ~eouireCUnsnections I Erosion/Grading Inspection: Prior to ground disturbance and after erosion measures are installed. Curbcut - Standard: After forms are erected but prior to placement of concrete. Sidewalk - Curbside: After forms are erected but prior to placement of concrete. Vfer Electrical Ground: Install ground rod at footing and call for inspection in conjunction with footing and/or foundation inspection. Footing: After trenches are excavated. Foundation: After forms are erected but prior to concrete placement. Floor Insulation: Prior to decking. Shear Wall Nailing: Before covering sheathing with finish materials. Framing Inspection: Prior to cover and after all rough in inspections have been approved. Wall Insulation: Prior to cover. Ceiling Insulation: Prior to cover. Drywall: Prior to taping. Hold Downs Installed: Special Inspection performed prior to placement of concrete. Provide report to City Building Inspector. Pa2e 3 of 4 CITY OF SPRINGFIELD - Status Issued Building/Combination Permit PERMIT NO: COM2007-01196 ISSUED: 08/31/2007 APPLIED: 08/14/2007 EXPIRES: 02/29/2008 VALUE: $ 371,550.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Final Building: After all required inspections have been requested and approved and the building is complete. Perimeter Foundation Drains: After gravel and filter cloth is installed but prior to backfill. Underfloor Plumbing: Prior to insulation or decking. Underfloor Drain: Prior to cover or placement of concrete. Rough Plumbing: Prior to cover and including required testing. Shower Pan. Prior to covering and including required testing. Water Line: Prior to filling trench and including required testing. Sanitary Sewer Line: Prior to filling trench and including required testing. Storm Sewer Line: Prior to filling trench. Final Plumbing: When all plumbing work is complete. Rough Gas: After line is installed and required testing and capped if not attached to an appliance. Gas Service: After line is installed and line has been connected to a minimum of one appliance including required testing. Presure test done at this point. Rough Mechanical: Prior to Cover Final Gas: When all gas work is complete. Final Mechanical: When all mechanical work is complete. Rough Electric: Prior to Cover Electric Service: Approval required prior to utility company energizing service. Final Electric: When all electrical work is complete. By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety. I further certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project. I further agree to ensur. that all requir' ctions are requested at the proper time, that each address is readable from the street, that the per t card is loc at the fr. nt of the property, and the approved set of plans will remain on the site at all Hmesdnrin Hon. ~ g:- '7/- c ;7 I' Date Pal!e 4 of 4 ~ Application Fora Second Driveway or Overwidth Driveway Applicant (Property Owner): Z> vt:::.--'" J/&::t lie- l,,/ ;!5u,. / ~.f"') Address of Property owner;;: ~ 3~ ~i z ?~~e-I- /ft,rrte Address of Property for Driveway Permit: ~ It) ~ J ,/ir P1 h. / / Loo i"/ . D~te: i?,... /3 ..-cJ 7 0/ 775~~ $40.00 o Second driveway ~rwidth (Max. 30' ) Received BY~~C-- '2c)/ '7 FT. Building Per~it No: COf/Q,<:X:fl-O\ 19 G, Application Fee: Receipt No: Please sketch the proposed driveway, Include the following applicable items: house or building, proposed driveway, and street names, Include dimensions and measurements to property lines, road intersections and bordering driveways, (See attachment for an example) , : ili ift i ! j i . j . . , i~jltf!lff T . , i ! . , Ij~r,[,. ........ ........ , ...( .....,.. r j' , = 1 __nrt~~ , .' f ... i , . .. ...! . , !: ,.. fIr ~tH ' ! . j ..: ....... .... j ""/ ,fti i , .-"'" I / ti~Blmll~ .~.". v ~/ ... .. ....... . I tti=t j ~ ./ I~:i~ j " <. .,.. ...... ....... .... .... ,... J lIU I 1/ ." , , :r:'l. ..............[..1... jY, I in I I' IV ! i ......... . [:',.:,' . ,.... j ~ I ')' j ,.... q, 1 1 ii ,..... ,. .... !L ; ~i=,~ ' . . , : : ... . . L... ;'" ; . j ..... .... , . , rIm , , r~m II: [:1 J: [: : ..... ..... .' ( ... ;....,..... ... rD- . .'. .... ".1 : j ; , , applications outside the city limits of Springfield that are within the Urban Growth Boundary require a Lane County Permit, Note: The City of Springfield will not grant a second driveway permit on an Arterial or Collector Street. Over width driveways up to 30ft. may be approved by the transportation planning engineer provided that safety and traffic guidelines are met. Driveways over 30' in width require a Land Use Decision and are not handled on this application.(Contact the Planning Dept.) The application fee is not refundable. . '~~ :'t, 1. Property type: Single Family DWellingi' Duplex Other 2, -,The. propo~e~ driv~way will take acces: from whic~ str~et?' . kr.f"1 j,'~ ://, /00 D ""... '~....' -~. l.""I<\ ,_ ,,, '\ \1 '"1,~...~' ',- "':-.1, 3. Th~ dis,tancefromJl:le edge.of the driveway'tQ',the nearest corner (measur:~d'tQ the curb return) is 400 feet.. '.~~(.~:'" - ".'. ""'..~ ':"'tt~-............-=\\~,..,. \ .. ',\.~ "'~.. _'~""'-."><) ""c~.".:...' ,,'- " .... 4. The second driveway will give access to;.J3arage..;L C,,!rport ___ Side yard_ OtlJer .~ \ ,.~"~'~\ .~'\ \."" '-:'\. \::..... -"'.......... '\.. ....:-:. .'';. 5, The distance from the property line to the ga.rage, carport, fence, wall or other (where the yehicle is to be pa~ked).is . ",::i \"":. . :< \ 'I; . \ -, ..j 6._Will the proposed parking / storage area create'a vision obstruction to adjacent property driveways or to any vehicular movement on a public street? (See vision clearance attachment) '.. feet. .. ......":", A permit will require that the applicant meet city and/or county standards, specifications, and codes. Generally this means that the area behind the sidewalk shall be surfaced to the property line and also a minimum of 18 feet behind the property line. When this application is approved by the City, the appl' ment, Engineering Division Withi"::T or reapp, Property owner' 5 Signat~ ./ -; c::; :V"-' , . ust obtain a curbcut/driveway permit from the Public Works Depart- ,.. Date: 75~1 ?-cJ 7 Approved by: '1lM~' tJ:hv - I (Traffic Division) Date: g (/ 1.4::.../ (9 '1 Staff Comments: \.l ,. '. , . " \. ) ;. , ~., . i ~.t(l ~ '", .-ii:,.. . (j{f;.. 1&:.~".' y """~. >-~ .f"~.F"""I ~. \1\1 1ioT(.t. '~'f'" ..~ tv'if;l' ~te' ~ 1~f;!.~ c:Fi"~ ,"c.~r:t..r'1S" _' , ! ,. I" j ;u<,.sr l~N . . 1t>8.~~t.,...~' 1-' I l I I' t ;(,;.. n t:;:i>i"iJ If, A~~ PltOfQS.E'r; . :e::...- .......I;__H"""~"_,;I._ ~_ <;,--""........"'................-......-,., (^ . ....--'---1 r:-,,~ " t,~' j.~; '.- :.1 ~"'~{l /t~ t { "'t't.'" ~a;j .. ~": -",q h).M~f Frte Community Services Diy, Building Safety CITY OF SPRINGFIELD, OREGON 2255'11 Street, Springfield, OR 97477 Ph. 726-3759 Mountaingate Subd. Lot # 59 ~~ ~- Mountaingate Subdivision Site Investigation Questionnaire for Consulting Design Professionals SITE ADDRESS: 6021 FERNHILLLoop CITY JOB#COM2007-01196 Foundation reauirements - new structures on residential lots This form may be used as a verification to allow construction to continue on the job site until the stamped ' AFFIDAVIT For Site Investi{!ation Ouestionnaire' is submitted to the City. This form must be completed by a licensed design professional (engineer or architect) or his/her authorized representative, and submitted to the building inspector prior to requesting City inspections or placfng . foundation concrete. It is important that all questions be answered completely for the foundation site to be approved for construction. Owner: River Vallev Builders. Inc. Contractor: River Vallev Builders. Inc. . A. Date(s)ofthe design professional's site evaluation? Auaust 2007 B. Has the design professional reviewed a copy of the geotechnical mformation that was prepared for the subdivision relating to this site? Yes ~ No_ If not, please contact this office for a copy of the report. . The design professional must be familiar with the geotechnical information before completing this form. C. In which Geotechnical Investigation category is this site located? Level I ! Level II Note: Level II requires a site-specific geotechnical investigation & reoort Were any site conditions identified that would change the category? YES_ NO! . (For criteria detennining category, see the specific Geotechnical Report for the correct phase of the subdivision) If"yes", explain (use the reverse side of this sheet or an added sheet if necessary) Note that this lot was revised to a Levell status based on an area-wide geotechnical investigation and report dated June 6, 2005 lof5 Community Services Div, B.uilding Safety CITY OF SPRINGFIELD, OREGON 225 5'h Street, Springfield, OR 97477 Ph, 726-3759 Mountaingate Subd, Lot # 59 Was a geotechnical engineer involved at the site to verify that conditions are suitable for construction of the proposed building(s)? Yes! No Name of geotechnical engineer D. What was the nature of the excavation and lor fill? Foundation Dad construction included excavation of a sinale bench into the hillside. Cut heiahts ranoed from aDDroximatelv12-feet at the north side to 12-feet alona the south side. Soils eXDosed in the cut consisted of aDoroximatelv 1 t02-feet of dark brown silt over tan/brown/oranlle decomoosed sandstone with zones of "Dillow" basalt. Groundwater or seeDaae was nol observed in the excavation. Was existing.non-structural fill or expansive soil encountered on the lot? Yes_ No.,! Tf"yes", what types, depths and locations, and how does it affect the building foundation? None reauired. We noted that the east edoe of the excavation was alono a storm drain and the crushed aaoreaate trench liII and DiDe was Dartiallv exoosed in Ihe excavation, The Dioe was nol disturbed, What measures were taken to rem~dy the soil condition (include type of engineered fill used to stabilize the soil)? None reouired. ADoroximatelv 6 to 12-inches of %-inch minus dense-oraded crushed aooreaate was Dlaced on the undisturbed sandstone subarade to raise the loundation Dad to the desired lootina arade. Is the site as prepared adequate! inadequate 0 to maintain constant moisture conteIftin the sub grade? Note: Verification ofmoisture stabilization in the sub grade is a requirement for site preparation, and must be affirmed before construCtion can Continue. If inadequate, what measures are to be taken to provide constant moisture content in the sub grade? Is the site, as prepared, adequate !. inadequate[] to support the proposed structure? An affirmative answer is requisite to proceeding with construction. If inadequate, what additional work is ne.eded to provide. adequate foundation support? E; Did the design professional witness placement and compaction o{the engineered fill, or is' there a specialinspe.ction report forthcoming from a qualified agency? I witnessed Placement ~ Special Jnsp/compaction report X 20f5 Community Services Div, Building Safety CITY OF SPRINGFIELD, OREGON 2255'11 Street, Springfield, OR 97477 Ph, 726-3759 Mountaingate Subd, Lot # 59 Acoov of the field test results for in-Dlace densitv and water content of the crushed aaareaate fill is . attached to this reDort. F. The design professional intends to use the following method for installation of perforated perimeter footing drains: ' The design on the, attached drawing provided by the design professional. , " 0 The method shown on the original construction drawings. ,. ,. . ., , . . . . . " 0 The typical 'Foundation Drain' drawing attached to permit ....................1 Perforated perimeter drains' are not required.... ......",.,.."."",.,.., ,.. 0 Comments: Additional footina drainaoe is not reouired due to the drainaoe svstem constructed at the toe of the cut sloDe. The drain consists of a 3-inch diameter Derforated PVG DiDe surrounded bv drain rock, G. Low-point crawl space drains are required to prevent the build,;,up of excess . moisture inside the foundations during (and after) construction. This drain may be installed after foundation placement onlv with the exoress oermission of the desi2"n orofessionaI. a. The design professional has determined the following: The crawl space drain is required when the foundation is installed..... 0 The low-point drain can be installed after foundation placeme,nt without a significant moisture build-up problem within the foundation ,.. .., ... .... 0 (The low-point drain may be installed at the stage of construction) .. post & beam,jraming, roofing, etc. b. Has the design professional observed and approved the installation of the required low point drain?.. ... ... ... ... ...... ... ... ... ..... Yes, No if''yes'', where is the low point drain located under the building and where does it terminate at this time? (Must be an approved location, i.e. street gutter, storm sewer, sump pump and discharge line to the street, etc.) A low-Doint crawls Dace drain is not reauired for this foundation" The d~sign professional must determine whether the approved permit drawings have adequate foundation steel. Is any additional foundation steel required that is not shown on the foundation drawings for the building? Yes No !. If 'yes H, describe additional steel required (or provide drawing). 30f5 Community Services Div, Building Safety CITY OF SPRINGFIELD, OREGON 225 5'h Street, Springfield, OR 97477 Ph. 726-3759 Mountaingate Subd. Lot # 59 The individual doing the observations and providing direction for the excavation and site. preparation work on the property must sign the following statement. . The undersigned design professional (or authorized employee) attests that he/she observed required moisture stability procedures on this site, and that such procedures were accomplished before any'changes occurred in the moisture content of the sub- grade under and around the building (where expansive soils were encountered). Tite undersigitedfur.ther attests that the sub-grade, as prepared, is adequate to support the building proposed for this site. Additional comments: (Note): A copy of this report shall be kept 'on s~te with the approved plans at all times. This report shall be followed by an affidavit, signed and stamped by the design professional under whose auspiCes this report was completed, affirming the information herein~ The signed/stamped affidavit together with a copy of this report shall be submitted to this office prior to requesting framing inspection for the building. . <:' - Signature .~~ Name Michael Remboldt Title PrinciDle Geotechnical Enaineer Company K & A Enoineerino. Inc. Phone 684-9399 Licensee Michael Remboldt License # 19474 expires 12/30/2008 The geotechnical report for each phase of the Mountaingate Subdivision makes recommendations for placement of building construction on each site. The report also recommends that site preparation during wet weather conditions be avoided unless special measures are. taken to mitigate soft soil conditions and moisture collecting in or around the foundation areas during and after the construction process. Positive site drainage must be provided. 40f5 Community Services Div, Building Safety CITY OF SPRINGFIELD, OREGON 225 5'h Street, Springfield, OR 97477 Ph, 726-3759 Mountaingate Subd. Lot # 59 SITE ADDRESS: 6021 FERN Hill Loop AFFIDAVIT For Site Investigation Questionnaire Foundation Sub-Grade Approval for Residential Building Site in Mountaingate Subdivision The undersigned hereby affirms that the excavation, structural fill and moisture stabilization methods for the building site at the address shown above were observed by me or an authorized employee of my firm and that the following is true: 1. The geotechnical information for the subdivision, specific to this site, was utilized as part of the determination for foundation preparation and drainage requirements. 2. The foundation sub-grade is capable of supporting a minimum of 1500 psf, and is adequate to support the building proposed for this site. 3. The moisture content of the excavation was adequately maintained during the site preparation process and the site is adequately graded and drained for discharge to an approved location in order to maintain stable moisture content throughout the construction process and thereafter. 4. The accompanying report titled "Site Investillation Ouestionnaire for Consulting Desilln Professionals" containing field observations and instructions made on (dates) Auaust 2007 for this building site was completed either by me or by an authorized representative under my supervision. To the best of my lrnowledge, the information contained in that report is complete and accurate. Signature ~\ Date F/~/w""'7 Name of Licensed Professional (print) Michael Remboldt. P.E. EXPIRES r . Density of Soil and Soil-Aggregates In-Place ASTM 02922 and 03017 Project: 169.07 I Site Address: 6021 Graystone Loop I Permit No: LDAP2007 -00152 . I Date: 18/28//07. DensitY Test Typel: OT-6 Operator: SS Material Type:13/4-inch minus dense graded crushed aggregate - Springifled quarry I Maximum Dry Denstiy, pcf1128.0 . Standardization and Reference Gheck,Ll Density Ll Moisture, I (Standard Deviations) (S.D.) 0.94 (S.D.) 0.53 1 Direct Transm'ission (DT) (specify depth, in.) or Air Gap Backscatter (AGB) (specifiy(T)ouchable or (U)ntouchable mode -Testperformed-using-SeamancNuClear-Corp-modeIC=300;-SN-21113~----------- Client: River Valley Builders, Inc. Project: 169.07 K & A Engineering, Inc. 8/29/2007 . ---- - .Il' CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET JOURNAL OR JOB NUMBER: 'NAME OR COMPANY: LOCATION: TAX LOT NUMBER: DEVELOPMENT TYPE: NEW DWELLING UNITS ]. STORM DRAINAGE DIRECT RUNOFF TO CITY STORM SYSTEM IMPERVIo.US S.F.. x ,. COST PER S.F: CHARGE 2973.00$0.346 = I $1,028.72 RUNOFF ROUTED TO DRYWELL DESIGNED AND CONSTRUCTED TO CITY STANDARDS, . IMPERVIOUS S.F. x I. COST PER S.F. x I DISCOUNT RATE DISCOUNT , 0.00 I $0.346 '50% $0.00 ITEM 1 TOTAL - STORM DRAINAGE SDC I $~,028.72 COM2007-0l ]96 River Valley Builders 602] Femhill Loop 17023434 TL 06700 SINGLE FAMlLY RESIDENCE ] BUILDING SIZE (SF o . LOT SIZE (SF): 2. SANITARY SEWER - CITY A. REIMBURSEMENT COST: NUMBER OF DFU's x 29 B. IMPROVEMENT COST: I NUMBER OF DFU's x I 29 COST PER DFU $26.83 COST PER DFU $20.40 ITEM 2 TOTAL - CITY SANITARY SEWER SDC =1 $1,369.88 3. TRANSPORTATION A. REIMBURSEMENT COST: I ADTTRIPRATE x I 9.57 B. IMPROVEMENT COST: I ADT TRIP RATE , 9.57 I NUMBER OF UNITS I x I I I I I COST PER TRIP 20.43 x I NEW TRIP FACTOR , 1.00 I NUMBER OF UNITS I x I I . I I I = , COST PER TRIP . I x 'NEW TRIP FACTOR $90.10 . I 1.00 $1,057.73 I x ITEM 3 TOTAL - TRANSPORTATION SDC 4. SANITARY SEWER - MWMC A. REIMBURSEMENT COST: NUMBER OF FEU's x ] ICOST PER FEU I $91.61 B. IMPROVEMENT COST: INUMBER OF FEU's x COST PER FEU 'I $961.52 MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE ITEM'4 TOTAL - MWMC SANITARY SEWER SDC = 1 $1,063.13 ... -~. SUBTOTAL (ADD ITEMS 1,2,3, & 4) == , $4,519.46 5. ADMINISTRATIVE FEE: 10000 $1,028.72 $778.17 $591.72 $195.48 $862.25 = $91.61 =1 1 1 $961.52 $0.00 $10.00 I SUBTOTAL x ADM. FEE RATE I $4,5]9.46 5% TOTAL SANITARY ADMINISTRATION FEE: TOTAL TRANSPORTATION ADMINISTRATION FEE: CHARGE $225.97 r/J ~ Cl o u ~ ~ t-< r/J >-< o gj 1]070 I ' 1091 1092 1093 ]094 1054 1055 ]054 1056 Matt Stouder TOTAL SDC CHARGES 156.82 1079 I $69.]5 11078 -, = I $4,745.43 8/16/2007 . PREPARED BY DATE - - -~. --- _. -- - --- DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE NUMBER OF NEW FIXTURES x UNIT EQUlV ALENT = DRAINAGE FIXTURE UNITS (NOTE: FOR REMODELS, CALCULATE ONLY THE NET ADDmONAL FIXTURES) NO. OF FIXTURES DRAINAGE UNIT FIXTURE FIXTURE TYPE NEW OLD EQUIVALENT UNITS BA TIITUB 1 0 3 = 3 DRINKING FOUNTAIN 0 0 1 = 0 I FLOOR DRAIN 0 0 3 = 0 I INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC. 0 0 3 = 0 I INTERCEPTORS FOR SAND / AUTO WASH / ETC. 0 0 6 = 0 I LAUNDRY TUB 1 0 2 = 2 ICLOTHESW ASHER / MOP SINK 1 0 3 = 3 /CLOTHESWASHER - 3 OR MORE (EA) 0 0 6 = 0 MOBILE HOME PARK TRAP (l PER TRAILER) 0 0 12 = 0 RECEPTOR FOR REFRIG / WATER STATION / ETC. 0 0 1 = 0 RECEPTOR FOR COM. SINK / DISHWASHER / ETC. 1 0 3 = 3 I SHOWER, SINGLE STALL 1 0 2 = 2 I SHOWER, GANG (NUMBER OF HEADS) 0 0 2 = 0 /SINK: COMMERCIAL/RESIDENTIAL KITCHEN 1 0 3 = 3 SINK: COMMERCIAL BAR 0 0 2 = 0 SINK: WASH BASIN/DOUBLE LAVATORY 1 0 2 = 2 SINK: SINGLE LA V ATORY/RESIDENTIAL BAR 2 0 1 = 2 URINAL, STALL / WALL 0 0 5 = 0 TOILET, PUBLIC INSTALLATION 0 0 6 = 0 TOILET, PRIVATE INSTALLATION 3 0 3 = 9 MISCELLANEOUS DFU TYPE NUMBER OF EDU'S 20 = 0 TOTAL DRAINAGE FIXTURE UNITS 29 *EDU (Equivalent Dwelling Unit) is a discharge equivalent to a single family dwelling unit (20 DFU's) set at 167 gallons per day MWMC CREDIT CALCULA TION TABLE: BASED ON COUNTY ASSESSED VALUE YEAR ANNEXED BEFORE 1979 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 CREDIT RATE/$l,OOO ASSESSED VALUE $5.29 $5.29 $5.19 $5.12 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 $2.25 $1.80 $1.59 $1.45 $1.25 $1.09 $0.92 $0.72 $0.48 $0.28 $0.09 $0.05 IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter I for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT? (Enter I for Yes, 2 for No) BASE YEAR 2 2 1979 CREDIT FOR LAND (IF APPLICABLE) VALUE / 1000 CREDIT RATE $0.00 x $5.29 = , $0.00 CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE / 1000 CREDIT RATE $0.00 x $5.29 o TOTAL MWMC CREDIT $0.00 = i llama lane Park & Recreation District Job. No. ~ ,\\~J) ~SrSTEM D~VELOPMENT CHARGE WORKSHEET FOR 2007 NAME: }.Uer \a\tfu ~s PHONE: \~32D ADDRESS:~ ~p;3IL ~ITY~~EO~P:~~ LOCATION OF PROPOSED BUILDING SITE: Street Address: \~\)'L\ ~\\, \\ \nr(J Plat Name: \1.t G(rle Tax Lot Number: t"1O'2M3t- D\o lOJ 1. DEVELOPMENT TYPE (Check appropriate dwelling(s). Dwelling type definitions are on the ba~k. ) A. Sinale-Family Detached \ NO. OF UNITS X $2,303 per unit = $ fLClJ3 oJ B. Sinale-Family Attached NO. OF UNITS X $2,426 per unit = $ C. Multi-Family Aoartment NO. OF UNITS X $2,032 per unit = $ D. Sinale Room Occuoancv NO. OF UNITS X $1,016 per unit = $ E. Accessorv Dwellina Unit 3. TOTAL WILLAMALANE NET SDC ASSESSED ~~ reduced for Credit] Development ervlc City of Springfield X $1,151.50 per unit = $ · '".2 cD $ 'J-.3D c:J. jJ $ '1.00& d) ~/ 3 \/0'] Date $ NO. OF UNITS WILLAMALANE SDC 2. SDC CREDIT (If applicable) SDC payer must furnish proof of Willamalane Credit approval.) 5 DEVELOPMENT TYPE DEFINITIONS1 Sin'~I,eJ ~trJI}' J1"'~hed Dwelling Unit A bu1.JdiflgJor a portion of a building consisting of one or more rooms including sleeping, cooking, an'd plumbing facilities arranged and designed as permanent living quarters for one family or household; and not attached to any other dwelling unit or building. TpiS.s!~.l'i~n in~I~. smanufactured h~.~~n.@; lq; .~!'.(\:!il ."1(\,1' /.';J -- -.X.JlJ.t),....)J ( lJu..(.II .t.~'J~I/.~J 4.~<fd" 7 ~~~~fJlyh~.tlt1t\1ed ~~~~foC~Nt.r1l D.Ao ) ~~.c~.~-.i~..c...;...! k' ~);l0ri1&n 0 a ~I d.h~ C0RSiSlln{l~ .c9'"OW...f-fttlle roums,If1~Q~~;h~~~ln,~" '~oo lng, . and plumbing facilities arranged and designed as permanent living quarters for one family or household; and which is attached to one or more dwelling units by one or more co~mon ve~ical wafSfr;h~ ,defi?ifiqn--?IH~~l~e~, but(if/ryo~ fi~ited to "duplex", .... "zero lot line dwelling", "towntiG\~e", al7l~ ''A;oiilio6se'l. Wlth/tb.e ~1<c.~ptlon of duplexes, <. '(")' r'" Sfr;1g!e~~t~_ett'OOt.\,~lDw~lIing Units typically are separat@!~~ow..~ ~'e.d..l. ! I .'- ~ (J;\, i iU: G-i U" ! " /t- P V- I . 'l.t. . '-.- JJ. ~ (, I: Multi-Family Dwelling Unit "\I - . A portion of a building consisting of one or more rooms including sleeping, cooking, and plumbing facilities arranged and designed as permanent living quarters for one family or household; and which is attached to two or more dwelling units by one or ,[11S(~ ~Qru~~ r'\ertical walls. Typically, the units are'in an apartment building or com~I~C~(i.9~~'~ not separately owned. .I . Single Room Occupancy Dwelling Unit A portion of a building consisting of one or more roqms including sleeping facilities with a shared or private bath, and shared cooking facilities. and shared living/activity area. This definition also includes, but is not limited to "assisted living facility." Single room occupancy dwelling units shall be charged at one-half the multi-family dwelling unit SOC rate. Accessory Dwelling Unit A secondary, self-contained dwelling that may be allowed only in conjunction with a detached single-family dwelling. An accessory dwelling unit is subordinate in size, . location, and appearance to the primary detached single-family dwelling. An accessory dwelling unit generally has its own outside entrance and always has a separate kitchen, bathroom and sleeping area. An accessory dwelling unit may be located .~i,thinG"'etWq.b.ed to, or detached from the primary single-family dwelling. Accessory "aWEj;I~'ng~il~.~~all be charged at one-half the single family detached dwelling unit SOC rate. . ('Ill" ,. ... I '.~.," ffi ~f\~ ~ · ',.J""}"; .....\. -. cf' i" " -"t /"'- , r ('\ .. 1 \ ~ J J' (~ ,-...., .~~. ~(} }~~;date'<t 2lcq'/di / 1.;.11- /1' " ,J - '.. _J...~ 1 From the WPRD Parks and Recreation SDC Resolution No. 06-07-6, Octob~/10, 2006 6 225 Fifth S.treet Springfield, Oregon 97477 541-726-3759 Phone City of Springfield Official Receipt Development Services Department Public Works Department Job/Journal Number COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 COM2007-01196 Payments: Type of Payment CreditCard Check cReceintl RECEIPT #: 1200700000000001135 Date: 08/31/2007 Description Plan Review Residential Addressing Assignment Willamalane Single Family Fire SF Fee - Residential Sidewalk Permit Curbcut Permit PW Disc - 2nd Permit Storm Drainage Impervious Area Sanitary Sewer - Reimbursement Sanitary Sewer - Improvement SDC Transpo Reimbursement SDC Transpo Improvement SDC MWMC Reimbursement SDC MWMC Improvement SDC MWMC Administration SDC Sanitary/Storm Admin SDC Transpo Admin Building Permit 3 Baths One & Two Family Storm Sewer Each Addtl 100' Furnace - up to 100,000 btu Boiler/Comp Up To 100,000 btu Vent Fan Appliance Vent Exhaust Hoods Dryer Vent Gas Outlets 1-4 Fireplace (Listed) Plan Review Major - Planning + 5% Technology Fee + 8% State Surcharge + 10% Administrative Fee Paid By RIVER VALLEY BLDRS RIVER VALLEY BLDRS Item Total: Check Number Authorization Received By Batch Number Number How Received IIh 034717 In Person IIh 13367 In Person Payment Total: Page I of2 8:52:36AM Amount Due 53.52 35.00 2,303.00 254.90 85.00 85.00 (30.00) 1,028.72 778.17 591. 72 195.48 862.25 91.61 961.52 10.00 156.82 69.15 1,596.60 337.00 32.00 14.00 14.00 28.00 7.00 10.00 7.00 5.00 17.00 205.00 120.63 165.41 232.25 $10,322.75 Amount Paid $9,500.00 $822.75 $10,322.75 8/31/2007