Loading...
HomeMy WebLinkAboutPermit Building 2019-06-10SPRINGFIELD rLA OREGON Web Address: www.springfield-or.gov Permit Issued: June 10, 2019 Building Permit Residential Manufactured Dwelling Permit Number: 811 -19 -000948 -MD IVR Number: 811071745184 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov TYPE OF WORK Category of Construction: Manufactured Dwelling Type of Work: New Submitted Job Value: $200,000.00 Description of Work: New manuf. home placement 3bed/2bath 1439 sgPt ]OB SITE INFORMATION Worksite Address Parcel Owner: ROCHA RAMON GILBERTO 466 S 71ST ST 1702353407107 Address: 34360 NE COLORADO Springfield, OR 97478 LAKE DR UNIT 1115 CORVALLIS, OR 97333 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone PRECISION CONSTRUCTION & CCB 222222 541-401-2433 EXCAVATION LLC - Primary PENDING INSPECTIONS Inspection Inspection Group Inspection Status 5999 Final Manufactured Dwelling Mfd Dwelling Pending 5300 MH Setup Mfd Dwelling Pending 5240 Footing Mfd Dwelling Pending 1020 Zoning/Setbacks Struct Res Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811071745184 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. 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 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/ Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 6/10/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD .9 a) 0 .s Fi Z U- r: a E M 0 rn 0 -o CL lu n Ln o C O O -,r tp O IT 7 r O It N r w o >_ v n rn 3 0 0� O O v 't oo O O o O Un to OR v OR 0 M O M M co 00 O r M V O N "t co c0 Cl r M f, O N N CO K N 'O R to 69 N3 N It Cl) r r WIn to N LL O ^ °' v� c» N6� 69 � 6�s cn w a N v v M C6 ° N Z '" c a U � ai n `v E +� CL O C U E a� o v CL C Cl Cl d• LO O 'Cf r ON .-. O O Nr 00 Co O Co to co OO O O7 N E O � li � 00 N r co 4 M C - 4 00 0 LO r M I� fV tV) It N 6Ni7• N_ ® E8. 6F> 69 N 64 C' V) m b4 bf) EA 69 LL O M O O O O O O O Cl O O O Cl O O O O O r O r O r O r O O O co co co 00 co c0 co co 00 co O O T T T 0O 00 00 00 0O 0? 00 N Im V cr) co V LO OJ f- I N r� to O c0 O O O O N O N O N O N O N O N O N O N O O co N O tOto to co co 00 co co co co co co co V O O O O O O O Cl O O O O O O O O O O O O O O Co O O O CL = O 3 0 O Cl O O O O O O O O O O O O O O O O O O O O O O 01 O 0� O - O - O OO O O O O O M O O M � Q T V N N N n r t` r rr r r N M c Cl) Cl) M M M M V O Q N co co co CO co co It I It It d' li ` V C o m °' a _ 0 C ca ++ �± cn Z d '� o a� a; 0 U m fl. c cm 3 U oc i/i T CL T •d cD v w tC14m c com c U N 5 v 'C 2 m N O O. C m C y O yJ O m F— y O 0 0) y Q N m U in U in U U w c c0 0 c ° (j c c y (j o 0 3 m m m °' m °' U v t5 o E E w y E 0) Lb E y E o N o U co a c m rn m m �' :3:3 o o a o n m fA o � to a L U ti O 3 +- =E m a E a? CL E •m C a o m o m 5 a 2 E d m E m E U . o m U c C y - — U � � U U EDO U U w U U 0 � 65 M co U) U)cn cn co O7 Ix ??pJ U 7 c U) U) N w 0) C .Q C/) C C C C C C C C C C c w O O O O O O O O O O amu, w w ¢¢ a ¢ a a¢ a a a r O O O O O O l° co O O It O �r O r LO ;r to M co v 't N 00 r O O> CO N cn 0 C14 co CD N007 N Ni 'T ^ OJ V N cl r ta C Q co M .m. W a 2 M 'gyp LA -"c 0)cu0 N G Z •a :� :� 0 0) 0) O O O O O O O) 0) 07 07 `° c 0 O O O O O O O O O O O O �: a m m H cryo cryo cryo to cD Z-5 co cr—o (D co to .9 a) 0 .s Fi Z U- r: a E M 0 rn 0 -o CL CITY OF SPRINGFIELD, OREGON af-puraoryna DEPARTMENT USE ONLY Permit no.: 1RO 225 Fiflh Street ♦ Sorinetield_ OR 97477 ♦ P116411726-3753 ♦ F.A.M5411726-3689 kzeb an 9 Manufactured Dwelling/Recreational-Park Trailer Date: Placement Permit Application " This permit is issued under OARS 9.18-500-0105 and 918-525-0370. Permits expire if work is not started within 18.0 days of issuance or if work is suspended for 180 days. LOCAL GOVERNMENT APPROVALS Zoning approval verified: ® Yes ❑ No Property is mgthin flood plain: Q Yes 9 No Sanitation approval verified: il Yes ❑ No CATEGORY OF CONSTRUCTION 19 Residential ❑ Government I El Commercial JOB SITE INFORMATION AND LOCATION Job site address: �=2 City { County: State: C)V—" lzlp:97405 S99.00 Subdivision: 0 d I 1 Space/lot no.: Reference: Z S 3 Taxlot l 0 DESCRIPTION OF WORK S537.00 Year Manufactured: \Ck # Bedrooms: Sq. Ftg: Value: Q�p PROPERTY OWNER Name: o L. l Address: S Mj Cityca(vatLi' State: G.(Z 1 Z1P:T7'5 Phone:0152-&q- &82 Fax: /t/ 1,+ E-mail: I) Li Kasrf 2 Q This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under OAR 918-515-0010. Signature: CONTRACTOR INSTALLATION Business name: %eC '4f LOy1 Address: o-01 ��'� �� V* W Ira City:\e State. QNf�!_ ZIP-�'7 3t5S_ Phone.�Z 1-�C))- 21 S Fax:$ //-g67 12 5(0 E-mail: ` ��e�IS�V vl 2618 CCB license I)j MDI license no.:,/Ul+ Print - Signaturef A_� L last edited 5/51201713.1ones EEE SCHEDULE Description Qt3+. I Cost each I Total (l) Manufactured dwelling (a) Placement (includes placement, electrical feeder, coaterlsewer connection): , S537.00 S (b) Reinspection (no. of hrs. x fee per hr.): S99.00 S Placement permit can only be obtained by homeowner or Oregon - licensed manufactured dwelling installer. (2) Recreational -park trailer (a) Installation (includes stand and lot preparation; support blocking; anchoring; temporary steps; plumbing, mechanical, and electrical): S537.00 S (b) Reinspection (no. of hrs. x fee per hr.): S99.00 S te) Each additional inspection: (1) S99.00 $ Electrical service permit to be obtained only, by honreowner performing work or suing supers isor of Oregon -licensee! electrical contractor peifirming work. FEE SCHEDULE (3) Surcharge, 12% (.12 x total, equal to 1 or 2): S (4) State administrative fee for manufactured dwelling (item 1) only, OAR 918-500-0105(5): $30.00 1 $30.00 (5) Technology Fee, 5% $ TOTAL fees and surcharges (3 + 4+5): $11,4A Instructions: 1. Complete this form for each drainage catchment in the project site that is to be sized per the Presumptive Approach. 2. Provide a distinctive Catchment ID for each facility coordinated with the site basin map to correlate the appropriate calculations with the facility. 3. The maximum drainage catchment to be modeled per the Presumptive Approach is 1 acre (43,560 SF) 4.For infiltration facilities in Class A or B soils where no infiltration testing has been perfromed use an infiltration rate of 0.5 in/hr. Maximum design Choose "Yes" from the dropdown boxes below next to the design standards requirements for this facility. Pollution Reduction (PR) FINO 'Soakage trenches draining commerical parking lots require pre-treatment to meet pollution reduction requirements Flow Control (FC) Yes Destination (DT)l Yes 'An infiltration facility must be chosen as the facility type to meet destination requirements Total Square Footage Impervious Area= 1456 sqft Total Square Footage Pervious Area= 6820 sqft Impervious Area CN=J 98 Pervious Area CN=1 61 Total Square Footage of Drainage Area=1 8276 sft Time of Concentration Post Development= min Weighted Average CN=L 68 Site Data -Pre Development (Data in this section is only used if Flow Control is required) IPre -Development CN= 61 Time of Concentration Pre -Development= 10 min I Soil Data Tested Soil Infiltration Rate= In/hr (See Note 4) Destination Design=Din/hr Design Soil Infiltration Rate= 2 in/hr Soil Infiltration Rate Storms Used For Calculations Requirement Stormwater SubSurface Filtration/Infiltration Facility Sizing Spreadsheet Design Storm Pollution Reduction 24 Hour Storm, NRCS Type 1A Rainfall Distribution MAMW City of Eugene 3.6 inches 1 Version 2.1 Project Information 3.6 inches Project Name: (Sample Proiectl Date: Date Project Address: f#### Street or Intersection] Permit Number: FPermit # Eugene, OR (Zip Codes Catchment ID: [Catchment IDi Designer: [Designer Namel Company: [Company Name) Instructions: 1. Complete this form for each drainage catchment in the project site that is to be sized per the Presumptive Approach. 2. Provide a distinctive Catchment ID for each facility coordinated with the site basin map to correlate the appropriate calculations with the facility. 3. The maximum drainage catchment to be modeled per the Presumptive Approach is 1 acre (43,560 SF) 4.For infiltration facilities in Class A or B soils where no infiltration testing has been perfromed use an infiltration rate of 0.5 in/hr. Maximum design Choose "Yes" from the dropdown boxes below next to the design standards requirements for this facility. Pollution Reduction (PR) FINO 'Soakage trenches draining commerical parking lots require pre-treatment to meet pollution reduction requirements Flow Control (FC) Yes Destination (DT)l Yes 'An infiltration facility must be chosen as the facility type to meet destination requirements Total Square Footage Impervious Area= 1456 sqft Total Square Footage Pervious Area= 6820 sqft Impervious Area CN=J 98 Pervious Area CN=1 61 Total Square Footage of Drainage Area=1 8276 sft Time of Concentration Post Development= min Weighted Average CN=L 68 Site Data -Pre Development (Data in this section is only used if Flow Control is required) IPre -Development CN= 61 Time of Concentration Pre -Development= 10 min I Soil Data Tested Soil Infiltration Rate= In/hr (See Note 4) Destination Design=Din/hr Design Soil Infiltration Rate= 2 in/hr Soil Infiltration Rate Storms Used For Calculations Requirement Rainfall Depth Design Storm Pollution Reduction 1.4 inches Water Quality Flow Control 3.6 inches 1 Flood Control Destination 3.6 inches Flood Control Facility Data Layer 1 Layer 2 Layer 3 Layer 4 5/6/2019-2:59 PM Facility Type= Soakage Trench Facility Surface Area 230 sqft Surface Width= 5 ft Facility Surface Perimeter= 102 ft Surface Length= 46 ft Basin Volume= 322.0 cf Effective Facility Percent Storage Depth Material Depth (in) Voids (in) Drainage Rock, Layer 2 48.0 35% 16.8 0.0 0.0 0.0 Totals= 48.0 in 16.8 in Pollution Reduction-Calculation Results Peak Flow Rate to Stormwater Facility = 0.001 cfs Peak Facility Overflow Rate=0.000 cfs Total Runoff Volume to Stormwater Facility = 25 cf Total Overflow Volume= 0 cf Max. Eff. Depth of Stormwater in Facility= 0.0 in Drawdown Time= 0.2 hours N\A j Facility Sizing Meets Pollution Reduction Standards? FN\AMeets Requirement of No Facility Flooding? Requirement for Maximum of 18 Hour Drawdown Time? Flow Control-Calculation Results Peak Flow Rate to Stormwater Facility = 0.030 cfs Peak Facility Overflow Rate= 0.000 cfs Total Runoff Volume to Stormwater Facility = 641 cf Total Overflow Volume= 0 cf Peak Off -Site Flow Rate Max. Eff. Depth of Stormwater in Facility= 2.6 in Filtration Facility Underdrain= N\A cfs Drawdown Time= 0.2 hours Pre-Development Runoff Data Peak Flow Rate = 0.009 cfs Total Runoff Volume = 426 cf Yes Facility Sizing Meets Flow Control Standards? YES Meets Requirement for Post Development offsite flow lessor equal to Pre-Development Flow? YES Meets Requirement for Maximum of 18 Hour Drawdown Time? Destination-Calculation Results Peak Flow Rate to Stormwater Facility = 0.030 cfs Peak Facility Overflow Rate=Elcfs Total Runoff Volume to Stormwater Facility = 641 cf Total Overflow Volume=cf Max. Eff. Depth of Stormwater in Facility= 16.6 in Drawdown Time= 16.7 hours Yes Facility Sizing Meets Destination Standards? YES I Meets Requirement of No Facility Flooding? YES Meets Requirement for Maximum of 30 hour Drawdown Time? 5/6/2019-2:59 PM CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET JOURNAL OR JOB NUMBER: 19-000948 ADT TRIP RATE x NUMBER OF UNITS NAME OR COMPANY: RAMON GILBERTO ROCHA 9.57 1 LOCATION: 466 S 71ST ST $184.51 1093 B. IMPROVEMENT COST: TAX LOT NUMBER: 1702353407107 ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP x A DEVELOPMENT TYPE: Single Family Residence 9.57 1 $366.41 1.00 = 0 NEW DWELLING UNITS 1 BUILDING SIZE (SF): 1458 LOT SIZE [Sl } 8276 U w IMPERVIOUS AREA MAX 45% 18% MAX 35% 0 � 1. STORM DRAINAGE NUMBER OF FEU's x COST PER FEU 1 1$131.89 = DIRECT RUNOFF TO CITY STORM SYSTEM 1054 B. IMPROVEMENT COST: NUMBER OF FEU's x COST PER FEU A. REIMBURSEMENT COST 1 1$1,597.44 AREA DRAINING TO = $1,597.44 1055 IMPERVIOUS S.F. x COST PER S.F. DRYWELL CHARGE NUMBER OF FEU's ICOSTPERFEU 2033.00 $0.294 = 2033 $298.85 $298.85 B. IMPROVEMENT COST $22.82 MWMC CREDIT IF APPLICABLE (SEE REVERSE) _ RvTERVIOUS S.F. xCOST PER S.F. MWMC ADMINISTRATIVE FEE CHARGE _ $10.00 2033.00 F: $0.424 = 2033 $431.00 F $431.00 1070 ITEM 1 TOTAL - STORM DRAINAGE SDC $729.85 ` J 1 2. SANITARY SEWER - CITY SUBTOTAL x I ADM. FEE RATE A. REIMBURSEMENT COST: NUMBER OF DFU s x COST PER DFU 26 $165.54 =r $4,304.04 1091 B. IMPROVEMENT COST: NUMBER OF DFU's x COST PER DFU 26 1 $81.54 = $2,120.04 1092 ITEM 2 TOTAL - CITY SANITARY SEWER SDC = $6,424.08 11 A. REIMBURSEMENT COST: ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP x NEW TRIP FACTOR 9.57 1 19.28 1.00 = $184.51 1093 B. IMPROVEMENT COST: ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP x NEW TRIP FACTOR 9.57 1 $366.41 1.00 = $3,506.54 1094 ITEM 3 TOTAL - TRANSPORTATION SDC = $3,691.05 4. SANITARY SEWER - MWMC A. REIMBURSEMENT COST: NUMBER OF FEU's x COST PER FEU 1 1$131.89 = $131.89 1054 B. IMPROVEMENT COST: NUMBER OF FEU's x COST PER FEU 1 1$1,597.44 = $1,597.44 1055 C. COMPLIANCE COST: NUMBER OF FEU's ICOSTPERFEU 1 1$22.82 = $22.82 MWMC CREDIT IF APPLICABLE (SEE REVERSE) _ ($216.01) 1054 MWMC ADMINISTRATIVE FEE _ $10.00 1056 ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = $1,546.14 SUBTOTAL (ADD ITEMS 1, 2, 3, & 4) _ $12,391.12 ` J 1 5. ADMINISTRATIVE FEE: SUBTOTAL x I ADM. FEE RATE = CHARGE $12,391.1 1 5% $619.56 TOTAL STORM ADMINISTRATION FEE $36.49 TOTAL SEWER ADMINISTRATION FEE: 321.20 1079 TOTAL TRANSPORTATION ADMINISTRATION FEE: $184.55 1077 TOTAL MWMC ADMINISTRATION FEE - LOCAL $77.31 1 1078 TOTAL SDC CHARGES = $13,010.68 DATE 5/6/2019 DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE NUMBER OF NEW FIXTURES x UNIT EQUIVALENT = DRAINAGE FIXTURE UNITS (NOTE: FOR REMODELS, CALCULATE ONLY THE NET ADDITIONAL FIXTURES) FIXTURE TYPE NO. OF FIXTURES UNIT NEW OLD EQUIVALENT DRAINAGE FIXTURE UNITS BATHTUB 2 0 3 = 6 DRINKING FOUNTAIN 0 0 1 = 0 FLOOR DRAIN 0 0 3 = 0 INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC. 0 0 3 = 0 INTERCEPTORS FOR SAND / AUTO WASH / ETC. 0 0 6 = 0 LAUNDRY TUB 0 0 2 = 0 CLOTHESWASHER / MOP SINK 1 0 3 = 3 CLOTHESWASHER - 3 OR MORE (EA) 0 0 6 = 0 MOBILE HOME PARK TRAP (1 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 SHOWER, SINGLE STALL 1 0 2 = 2 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 0 0 2 = 0 SINK: SINGLE LAVATORY/RESIDENTIAL BAR 3 0 1 = 3 URINAL, STALL / WALL 0 0 5 = 0 TOILET, PUBLIC INSTALLATION 0 0 6 = 0 TOILET, PRIVATE INSTALLATION 2 0 3 = 6 MISCELLANEOUS DFU TYPE NUMBER OF EDU'S 20 = TOTAL DRAINAGE FIXTURE UNITS *EDU (Equivalent Dwelling Unit) is a discharge equivalent to a sin¢le family dwelling unit (20 DFU s) set at 167 gallons per day 0 26 MY MC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE YEAR ANNEXED CREDIT RATE/$1,000 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? 1 (Enter 1 for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT? 1 (Enter 1 for Yes, 2 for No) BASE YEAR 1979 CREDIT FOR LAND (IF APPLICABLE) VALUE / 1000 CREDIT RATE $40.83 x $5.29 = $216.01 CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE / 1000 CREDIT RATE $0.00 x $5.29 = 0 TOTAL MWMC CREDIT- _ $216.01 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 p b 0 n 0 A wwfactoryExpanet • www.FactoryExpo.net • www.FactoryExpo.net • www.FactoryExpo.net- 3 /Z SPRINGFIELD DEVELOPMENT AND PUBLIC WORKS OREGON Jobsite Copy ENCROACHMENT PERMIT ' APPLICANT: Precision Construction ATTENTION. Oregon law requires you to follow rules adopted by tho LOCATION: 466 S. 721, St Oregon Utility Notifleellon Center, Those rulas are sot forth In OAR 952-001-0010 through 95'),••001-0000. You may obtain t�opios of the PERMIT: 811 -19 -000118 -PW ruk,'t, by (:allinrl lho cantor. (Nott): The a,idmInislrutivo telephone► DATE- 05/24/2019 number for the, Oregon Utility Notificalion 1;enler is (1400)332-2344. CONDITIONS OR APPROVAL Contact Craig Fitzgerald at (541)954-6477 a minimum of 24 hours prior to core drilling and to schedule Inspection of pipe connections, C onoocriwr to 0e rr►prlc, wi(h cr 4" inser(a. R',e i/ r:nr►ncf.(irv► is any lariler it will raquin.f a SvOilm ref main (r) be rc,r)100:10, Refer to City of Springfield Municipal Code 3.208 for Information on Encroachment Permit requirements. Work within public right-of-way shall only be performed only by contractors and employees certified pursuant to ORS 701.026. All materials and workmanship shall, at a minimum, meet City of Springfield, Department of Public Works "Standard Construction Specifications, 199W1 as amended In 1998 (or current edition). The City has the right to require additional work not shown/described here In but necessary for the restoration of the City's ROW Infrastructure. A spill kit is to remain on-site for the duration of all construction activities. The spill kit shall, at a minimum, contain absorbent, spill booms, and spill pads. The spill kit is to be placed in an area where it is easily visible and accessible In case of a spill emergency, Applicant shall maintain oversight of all contractors and sub -contractors performing work authorized by this permit and shall be responsible for ensuring all work Is performed In accordance with City of Springfield Standard Specifications and the specific conditions of approval contained in this permit. City of SpringFleld - 225 Fifth Street • Springfield, OR 97477 - 541.726.3753 - 541.736.1021 Fax www.springRold-or.gov 30Y(I 9SZTL9ETVS Tb:8T 6T0Z-LZ'AEW By signature, I state I have carefully examined tate approved permit and do hereby cares to comply with the requirements of the permit and I certify any and all work performed shall be done In accordance with the Ordinances of the City of Springfield, applicable City Standard Specification and Drawings, and the laws of the State of Oregon pertaining to the work described herein. I further certify only contractors and employees who are in compliance with ORS 701.055 will be used for this project. I agree for myself, my contractors, and employees, that the approval of the right of way permit in no manner presumes or Implies the approval or terms of approval of any other future permit required by the City for the site and Indemnifies and holds harmless the City regarding any future approval of a future site plan, partition, subdivision, or any other required permit that may cause any work completed In compliance with the right of way permit to be altered to conform to the final permit approval. I understand and agree the City may inspect the work site described in this permit at any time during a one-year period following the receipt by the City of notice of completion of the described work and specify, at the City's sole discretion, any additional restoration work required to return the site to a standard acceptable to the City. I will be notified In writing of any work required and will have 30 days from the date of the notice to complete the work. Work not completed at the end of the 30 days will be performed by the City and the costs will be billed to me. I further agree to ensure all required inspections are requested at the proper time and the approved permit and set of pians will remain an the site of all times during construction and unill removed by the City. I shall defend, Indemnify and hold harmless the City from and against all liability or loss and against all claims or actions based upon or arising out of damage or Injury to persons or property caused by or sustained in connection with performance If this Contract by the permittee except, pursuant to ORS 30.140, for losses, claims, or actions resulting from the sole negligence of the City. I shall assume all responsibilities for the work, and bear all losses and damages directly or indirectly resulting to the permittee, the City, or to others on account of the character or performance of the work, unforeseen difficulties, accidents, or any other causes whatsoever. I shall assume defense of, Indemnify and save harmless the City, Its officials, agents, and employees from all claims, liability, loss, damage, and Injury of every kind, nature and description, directly or Indirectly resulting from activltles In the performance of the Contract, the ownership, maintenance or use of motor vehicles In connection therewith, or the acts, omissions, operotlons, or conduct of the permittee or any Subcontractor under the Contract or any way arising out of the Controct, Irrespective of whether on act, omission or conduct of the City connected with the Contract Is a condition or contributory cause of the claim, liability loss, damage or injury and Irrespective of whether act, omission, or conduct of the permlttee or Subcontractor is merely a condition rather than a cause of a claim, liability, loss damage or Injury. I shall not be liable for, nor be required to defend or indemnify, the City relative to claims for damage or damages resulting solely from acts or omissions of the City, its officials, agents, or employees. The permittee's absence of or inadequacy of the liability Insurance required by the City of Springfield shall not negate permittees obligations In this agreement. PERMITTE6 Printed 2_7 M Z Dates ©ga - 2_7 l _._.�...._�.._..,_ City of Springfield • 225 Fifth Street • Springfield, OR 97477 - 541.726.37S3 • 541.736.1021 Fax www.springfield-or.gov 95ZTL9ET69 Tb:8T 6TOZ'LZ'AEN 2090 Oregon Manufactured Dwelling Installation Specialty Code U—BAR ANCHORING CONCRETE ENCASED REBAR ANCHORING POINTS TYPICAL ANCHORING STRAP r . YOKE a; TENSIONING ` `'• _ DEVICE 5/8 in. �: a,� a •.. y.., REBAR :, s ' •.. , : , , .. HOOK 4' R a,a � . � d , • EXPANSION BOLT ANCHORING IT -zS' UNDER—FLOOR ENCLOSURE CONNECTOR WITH S.' TYPICAL—�� � ai^'Ki4� A, �~ STRAP 'AND PIER . 1:.s;- TENSIONING DEVICE e,+;, r'4: a'• EXPANSION BOLT TYPICAL 1/2 in. X 3 ft. REBAR IMBEDDED A MIN. OF 3 in. INTO FOOTING OR SLAB TYPICAL IATIMCHMENT POINTS INSTALLED MAX. 11 ft. ON CENTER AND NOT MORE THAN 12 in. FROM THE END . Figure 3-2.6 Typical Foundation Anchoring 3-3 Site and Stand Preparation. 3-3.1 Suitability of Site. Each site shall be suitable for its intended use and acceptable to the building official based. on this code and local land use regulations. Manufactured dwellings shall not be located on land that is unsuitable due to swampy terrain, lack of drainage, or proximity to the breeding places of rodents or vermin unless improvements have been made to the land to eliminate or control the hazards. In areas having highly expansive, compressible, or shifting soils, the building official may require a soil test. 3-3.2 Unforeseen Factors. When unforeseen factors are encountered (i.e., rock formation, high ground water levels, springs, or biological generated gasses), corrective drainage work, acceptable to the building official, shall be completed prior to the siting of the manufactured dwelling. 3-3.3 Grading and Drainage. Site grading and drainage shall be provided according to the following and Figure 3-3.3: (1) Lots and stands shall be provided with adequate drainage and shall be properly graded to divert surface water away from manufactured dwellings, accessory buildings, and accessory structures. 18 NOTE: IF REBAR IS REQUIRED IN THE FOOTING OR SLAB, THE END OF EACH ANCHORING LOOP 'SHALL BE TIED TO THE CONTINUOUS REBAR. (2) Roof run-off from manufactured dwellings shall be adequately diverted away from the stand. (3) Lots shall have sufficient drainage to prevent standing water, excessive soil saturation, or erosion from becoming detrimental to the lot, stand, or any structures. (4) All drainage shall be diverted away from the home and shall slope a minimum of 1/2 in. per foot away from the foundation for the first 10 ft. Where property lines, wall, slopes, or other physical conditions prohibit this slope, the site shall be provided with drains or swales or otherwise graded to drain water away from the structure. Alternate grading methods may be used if approved by the building official. (5) Sidewalks, walkways, . patio slabs, or driveways abutting the manufactured dwelling stand or foundation shall have a slope of 1/4 in. per 12 in. to divert water away from the stand or foundation. The concrete shall be no closer than 3 in. vertically to any untreated wood or siding. (6) The slope of cut or fill surfaces shall be no steeper than is safe for the intended use according to Oregon Residential Specialty Code, Section R403.1.9. 3-6.2 Concrete. Footings may consist of one of the following: (1) One 4 in. nominally thick individual precast concrete footing. (2) One 3-1/2 in. thick poured -in-place individual concrete footing. (3) Minimum 6 in. thick, continuous concrete footings (also known as concrete runners), not less than 18 in. wide and reinforced with two continuous minimum #4 reinforcement rods. Rods shall be: (a) Overlapped 12 in.; (b) connected with wire ties or equivalent; (c) Be 3 in. from the bottom of the footing, and not closer than 3 in.. from the edge of the footing; and (d) Located 10 in. apart in the footing and the pair centered beneath the pier locations. If a continuous concrete footing is wide enough to support two or more rows of piers (i.e., a three -pad pour), the reinforcement rods shall be installed under each row of piers including the mainframe, perimeter, and marriage line piers. See Figures 3-6.2(a) and 3-6.2(b). MIN. CONTINUOUS POURED—IN— CONCRETE FI WITH MINIMUI 390D PSI IN co UATa 2010 Oregon Manufactured Dwelling Installation Specialty Code (4) Minimum of 3-1/2 in. thick continuous concrete slab footings (also known as a three -pad pour), not less than 48 in. wide, reinforced with approved fibers or with 10 gage 6 in. x 6 in. wire fabric centered vertically within the continuous footing and no closer than 1 in. from the edge of the continuous concrete slab footing. See Figure 3-6.2(c). (5) Minimum 3-1/2 in. thick concrete slab (also known as a full slab) not less in area than the manufactured dwelling, reinforced with approved fibers or with 10 gage 6 in. x 6 in. wire fabric centered vertically within the slab and no closer than 1 in. from the edge of the slab. See Figure 3-6.2(d). (6) Poured in place concrete shall have a minimum 28 -day compressive strength of 3,000 lbs. NOTE: SEE THE OREGON ELECTRICAL SPECIALTY CODE rt REQUIREMENTS FOR FOUNDATION—ENCASED Ij ELECTRODE PRIOR TO POURING CEMENT. IE IwU WNIINUUUJ V-4 JILUAK REQUIRED BEFORE USE Figure 3-6.2(a) Typical Individual Continuous Concrete Footing 23 4 6 in. I C-) 0 2010 Oregon Manufactured Dwelling Installation Specialty Code i 0 ® 16 in. NOTE: IF BACKFILLING IS TO BE GREATHER THAN _F ��-- 12 S in., ADD DEPTH AND REBAR AT — 12 in. PERIMETER AS INDICATED. NOTE: CONCRETE SHALL HAVE 3000 PSI IN 28 DAYS AND HAVE 7 DAYS OF CURE TIME BEFORE USE. 3 1/2 in. CONTINUOUS CONCRETE SLAB REINFORCED WITH APPROVED FIBERS OR WIRE FABRIC Figure 3-6.2(d) Typical Fiber Reinforced Concrete Slab Footing 3-6.3 Pressure -Treated Permanent Wood. Pressure treated wood must be in accordance with AWPA U1 and shall be permitted to consist of one of the following: (1) One layer of 1-1/2 in. thick foundation grade lumber, pressure treated on all six sides. If used with concrete blocks, no more than 1 in. of exposed wood is allowed beyond the long side of the block. (2) Two perpendicular layers of 1-1/2 in. thick foundation grade lumber, pressure treated orl all six sides. (3) Two perpendicular layers of 1-1/2 in. thick wood polymer composite. (4) One piece of 1-1/4 in. thick plywood pressure treated on all six sides. (5) Two pieces of 3/4 in. thick plywood pressure treated on all six sides. 3-6.4 ABS Footing Pads. ABS footing pads shall be permitted in accordance with pad manufacturer's installation instructions. ABS footing pads shall be listed or Labeled for the required load capacity. 3-6.5 Marriage Line Column Support Footing. Where the concentrated load of a column support post exceeds the capacity of an individual footing, multiple footings of the same material may be used to distribute the load evenly according to the following: (1) Footings shall be layered and placed in a pyramid shape to distribute the loads evenly from the pier to the ground. (2) The bottom layer of a pyramid footing material shall be equal in area to the footing size required in Table 3-7.3. (3) The top layer of a pyramid footing shall be' equal to or greater in size to the bottom of the pier it supports. (4) Each layer of a pyramid footing material shall span at least 25 percent of the footings below. (5) Piers shall be supported by the top layer of footing material only and if concrete, shall not bridge multiple footing blocks. (6) Pyramided footings are not necessary under column support posts when a continuous concrete footing or slab supports the column support piers constructed according to this code. 26 Rocklin Wingate Series 3 Bedroom, 2 Bath Approx. 1,439 Sq. Ft. Last Updated: 11-9-16 0 D 01 0 0 It cr 0 O O 0_ Cr M :r 0 0 X 9 MN ED oo O m M 0/ ww.FactoryExpo.net - wwwFactoryExpo.net - wwN. Factory Expo. net - www.FactoryExpo.net: 0 ice �I rt void► a Ifh" + I r (� d T '� • • .w x . d `'` ' �"` �' r/C.*Sr GIC- T �^. cue, rasa t*►1d- - 2 7 Y' e, i0 f r; L- r, ,z r Soakage trench should be sized 5' a=1 x 42' to meet flow } control and ! destination ' requirements --)4 s' I +r f s � L'1 ,.aka K, it l I tdix be, V4 4W DATE RECEIVED 05/01/19 .OBNO.19-000948 ZONE LDR OCCUPANCYGROUP R3 UNIT 1 OCCUPAAdCY LOAD STORIES TYPE CONSTi RUMON MD LEGAL DESCRIPTION 1702353407107 ADDRESS 466 S 71ST ST OWNER RAmoN r.TT,RRRTn go( RA THE CONTENTS HERE ON RA7 7 BEEN RE'�7E :'= ED ' --ITH' AlT'ERk1'7ONS NOTED ON THE PLANS OR BYATTACH`•':E.\7, CHANGES OR ALTERATIONS !:Ar E TC THE APPRO","ED DRA": 'INGS OR PROiECT.y,FTER THE DATE BELO'`,' SHALL BE .A.PPRO7ID BY THE 13:;ILDINGCFFIC1Ai C ITY OF SPRING 15I15LD F 0 RFGON APPROVED BY DATE / 5) NOTICE: This permit shall expire if the work authorized under this permit is not commenced or is abandoned for any 180 day period. 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 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The administrative telephone number for the Oregon Utility Notification Center is (800)332-2344. Connect Sanitary Sewer to sewer main will require an encroachment permit Connect Storm Sewer to soakage trench that will be built to contain water to this site. MINIMUM SETBACKS —INTERIOR LOTS All measurements are from Property lines •« -Front Yard to House 10 feet • -Front Yard to Garage 18 feet • • -Side Yard to House or Garage 5 feet... , .0 - -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS