The URL can be used to link to this page

Home My WebLink AboutPermit Building 2018-01-24r?AFe%M ;01,1, D s -r>' Et r Driveway Must be rebuilt to current standards max width 24' 24'X 3' Soakage Trench DATE RECEIVED: 12 / 7 / 17 JOBNO. 17-2898 ZONE: LDR OCCUPANCY GROUP: R3 UNTTl51: 1 OCCUPANCY LOAD: STORIES: TYPE CONSTRUCTION: MED LEGAL DESCRIPTION: 17 0 2 3 3 2 3 0 0 610 2 ADDRESS: 55063 D ST OWNER:NICK AND CARA SCHMERBER THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS INDICATED IN RED. CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL. CITYOFSPRING 7, ORE N APPROVED BY: " ATE: 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 6" service connection. Field verify location. Construct driveway per City Standard 3-21. Maximum width 24 feet. No above -ground facilities (fire hydrants, power poles, catch basins, valves, j -boxes, etc.) shall be permitted within the apron or ramp area. New street trees shall be at least 2 inches in caliper. Street trees shall be selected from the City Street Tree List and installed as specified in the City's Engineering Design Standards and Procedures Manual 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 -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS Stormwater may be discharged to a soakage trench. Soakage trench must be setback 10' from the homes foundation and 5' feet from property line. Soakage trench must not be built in any easements. LEGEND �. FOUND MONUMENT AS NOTFD. FOUND 5/8' REBAR WITH A YEI LOW .PLASTIC TO CAP STAMPED 'SKINNER d ASSOC, INC.' 6 FOUND P K. NAIL o SET 5/8' x 30" RESAR WITH YELLOW PLASTIC 1-0. CAP STAMPED 'POAGE ENG. 5 SURV. WC' ❑ COMPUTED POINT. NO MONUMENT SET 1 1 { DATA OF RECORD WITH AN ENDNOTE CORRESPONDING TO A REFERENCE NUMBER SHOWN HEREON INDICATES LINE NOT DRAWN TO SCAIF PT.E. DENOTES PUBLIC UTILITY EASFMENI I, PIPE DENOTES IRON PIPE I. ROD DENOTES IRON ROD El DENOTES PROPERTY LINE - LAND PARTITION PLAT No. 2007-P2185 PARTITION PLAT RECORDED FOR DEBORAH STROCHLIC COUNT CLERK A REPLAT OF A PORTION OF LOT 2, BLOCK 4 BY: PBPExxxcxs OF SIMMON'S ADDITION I HIMMON� ADDITION NW 1/4 SEC. 33 T 17 S, R 2 W W.M. BOOK T°, PAGE 26 " LANE COUNTY PLAT RECORDS SPRINGFIELD, LANE COUNTY, OREGON 2, CS.F, No 37419 WOODS 2002 3, C.S.F. No. 24896 SUITE 1978 - SEPT 27, 2007 4- C.S.F. No, 33051 O. BROWN 1995 5, C_S.F. No. 30480 KRUSH 1992 6. C.S.F. No 14264 HUTCHISON 1965 7_ CSL Na, 23339 SMITH 1979 8, C.S.F- Na. 15403 ENSTAD 1968 9. WARRANTY DEED RECORDED OCTOBER 28, 2004 )NST- + 2004-083611 ARE COUNTY OREGON DEED d RECORDS S 89°46'51' W 2500' IS 89°49 W 25.009 PAATI'IIONER: DEBORAH SI ROCHLIC - 574 WEST 24TH PLACE EUGENE OR. 97404 ED. 1/2' PIPE S 00°0700' W 032 i - - 8 7 -moo o O TD. 3/4' LPIPE SW COR LOT 9, SLK, 4 SIMMONS ADDITION IS 89°4650' E 1121.4115 S 89°53'00' F 11214/' IS 89°5300' E 1091.191 S 89°5300' E 1091.28' 42.08' 362.95' 1 - (242.00b1 136.,.001 FD 1/2' 1 PIPE F0. 5/8'1 ROE 5 3°22'02' E Ds s 00°07'00' W 0 3P 4 LANE COUNTY SURVEYORS OFFICE C.S. PILE NO. 5,832 __ FILING DATE O�DCG O7 - C Divis]on of Chief Oeyuty Clerk Lane Caunty 0eeds and Records IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII $61,00 00962404220700816150010013 12/1112007 08.14:11 AM RPR -PART Cnt_=1 SG] -1 CASHIER 05 $40.00 S10.00 $11.00 SCALE --_ 1111014 QNa546 0 1423.50'16 - 423./1 S 89°46'51' W 2500' IS 89°49 W 25.009 PAATI'IIONER: DEBORAH SI ROCHLIC - 574 WEST 24TH PLACE EUGENE OR. 97404 ED. 1/2' PIPE S 00°0700' W 032 i - - 8 7 -moo o O TD. 3/4' LPIPE SW COR LOT 9, SLK, 4 SIMMONS ADDITION IS 89°4650' E 1121.4115 S 89°53'00' F 11214/' IS 89°5300' E 1091.191 S 89°5300' E 1091.28' 42.08' 362.95' 1 - (242.00b1 136.,.001 FD 1/2' 1 PIPE F0. 5/8'1 ROE 5 3°22'02' E Ds s 00°07'00' W 0 3P 4 LANE COUNTY SURVEYORS OFFICE C.S. PILE NO. 5,832 __ FILING DATE O�DCG O7 - C Divis]on of Chief Oeyuty Clerk Lane Caunty 0eeds and Records IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII $61,00 00962404220700816150010013 12/1112007 08.14:11 AM RPR -PART Cnt_=1 SG] -1 CASHIER 05 $40.00 S10.00 $11.00 SCALE : f 40' 1111014 QNa546 0 141o1LAIRD - 0z L`T NoF I mOF AD4Aat46 Hq2 y(, P-2 BASIS OF BEARINGI. 13. PUBLIC STORM SEWER EASEMENT BY AN INSTRUMENT ROD s3 3 S 89°SY00' E 121.0892 IS _- S 89°53'00' E 121.10' -- S I 1A Y'1 `IS 89°55'28' E SZ00')� W/'FELLOW PLASTIC ID. CAP S7AMPE➢ "KRUSH PLS 1643' 2000'12 TIOL08'j 2 (S 3r5300-56911? zzz 19.93' 10.1' p S 89°55'28' E 56.91 IS 00°0500' E 25.001 ---- _ 5 00°05'00' E 25.00' (S 89-53 00' E 15327)2 --`\ D STREET S e9°53'00' E Is .27 ,>LC 'S 89°55 E ATO091 5 09°5300' E 12100' --o1-; Ind UV PARCEL 4501 50. FT. BLOC 3 2 oz E 1847.011 847:00_._, 5 (847011 - 4 IE A. PRIVATE ACCESS. AND UT�JTY EASEMENT - RECORDED �/ 1),-c 07 _ 2oOz-A/S(� mOF INSTRUMENT NO. RFGISTERED - LANE COUNTY OREGON OFFICIAL RECORDS PROFESSIONAL 13. PUBLIC STORM SEWER EASEMENT BY AN INSTRUMENT LAND SL FSVEYOR s3 3 r, S I 1A zzz - 0.7' TO 1/2' SO. ROE S 8°36'48' E 05( S 89°46'51" W 112488' IS 89°54'50" F 1144.8713 (S89°49' W 1125.0)1 v. 58.00' 111. S 89°53'00' E 3 PARCEL 2 6730 SO. FT. _ RE 010' WESI 63.0 S 89°53'00' E 123,28' 'L l5 89°53' E 125.1'11 FT ACCESS AND ASEMENT A ADDITION — 2 1 3� Z WIRE FENCE. LINE SEE 0-2' SOUTH OF LINE NOTC B _ ID, VT L ROD (BENT) 23°16'51' E 03580)9 3' 58.00' S 89°46'51" W 121.00' IS 89°49' E 1210011 CHAIN LINK FENCE 1.2.' SOUTH OF LINE JONATHANos A. CAKES POAGE ENGINEERING k SURVEYING, INC. ___ _. ___. ➢f] ROY >S]'I ° HOORAH. Ol[CON 97462' (5{I) 485-4505 FD, 5/8' L ROD W/ YELLOW PLASTIC 11). CAP STAMPED 'BRANCH ENG LS 2609' N 89°32'48' F 1021' S DO°13'31' W 0,39' F C. NO BUILDING, STRUCTURE, TREE, SHRUBBERY OR OTHER - OBSTRUCTION SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT, D. AN EASEMENT FOR A DITCH OR CANAL 1N FAVOR OF THE MCKENZIE IRRIGATION ASSOCIATION BY AN INSTRUMENT RECORDED DEC. 21, 1946 IN BOOK 338, PAGE 307 LANE COUNTY OREGON DEED RECORDS EXTINGUISHES THE RIGHTS GRANTED UNDER A PREVIOUS EASEMENT RECORDED JANUARY 25, 1940 BOOK 202, PAGE 262 LANE COUNTY OREGON DEED RECORDS AND CONTAINS A CLAUSE WHEREBY THE EASEMENT WILL TERMINATE IF THE DUCH IS ABANDONED OR NOT USED FOR A PERIOD OF FIVE (5) YEARS. NO DITCH OR CANAL IS LOCATED ON THE SUBJECT PROPERTY, E. PROPERTY IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS IMPOSED BY AN INSTRUMENT RECORDED SEPTEMBER 9, 1945 IN BOOK 330, PG, 348 4 5,66 15.66) 4 I NOTE A. PRIVATE ACCESS. AND UT�JTY EASEMENT - RECORDED �/ 1),-c 07 _ 2oOz-A/S(� INSTRUMENT NO. RFGISTERED - LANE COUNTY OREGON OFFICIAL RECORDS PROFESSIONAL 13. PUBLIC STORM SEWER EASEMENT BY AN INSTRUMENT LAND SL FSVEYOR RECORDED MARCH 28, 1968, RECEP, NO. 18959 r, LANE CO. OREGON DEED RECORDS JONATHANos A. CAKES POAGE ENGINEERING k SURVEYING, INC. ___ _. ___. ➢f] ROY >S]'I ° HOORAH. Ol[CON 97462' (5{I) 485-4505 FD, 5/8' L ROD W/ YELLOW PLASTIC 11). CAP STAMPED 'BRANCH ENG LS 2609' N 89°32'48' F 1021' S DO°13'31' W 0,39' F C. NO BUILDING, STRUCTURE, TREE, SHRUBBERY OR OTHER - OBSTRUCTION SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT, D. AN EASEMENT FOR A DITCH OR CANAL 1N FAVOR OF THE MCKENZIE IRRIGATION ASSOCIATION BY AN INSTRUMENT RECORDED DEC. 21, 1946 IN BOOK 338, PAGE 307 LANE COUNTY OREGON DEED RECORDS EXTINGUISHES THE RIGHTS GRANTED UNDER A PREVIOUS EASEMENT RECORDED JANUARY 25, 1940 BOOK 202, PAGE 262 LANE COUNTY OREGON DEED RECORDS AND CONTAINS A CLAUSE WHEREBY THE EASEMENT WILL TERMINATE IF THE DUCH IS ABANDONED OR NOT USED FOR A PERIOD OF FIVE (5) YEARS. NO DITCH OR CANAL IS LOCATED ON THE SUBJECT PROPERTY, E. PROPERTY IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS IMPOSED BY AN INSTRUMENT RECORDED SEPTEMBER 9, 1945 IN BOOK 330, PG, 348 4 5,66 15.66) 4 I