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HomeMy WebLinkAboutMiscellaneous Plans 2005-8-10 . .. .. .-.- . . .. . . . . . . . . . . . . . . . . . . . . . . . . ... .. .. .. . . . . . . . . . . . . . . . . . . . . . .. CITY OF SPRINGFIELD . . . .~velpp,nrQi Services Department .. .. . . . . . . . . . : : 2uJlding Safety Division . . . . ... ... ... ... . . JOB ADDRESS ... :Residentjftl Plan Review .. .. . . . .. ..... ... ..... 65 Kremont Ave. . CITY JOB#~ C~m2005-01041 OWNER: Richard Remoir PHONE: 744-0498 CONTRACTOR: Hardacker & O'Leary PHONE: 895-4307 Items listed below (if any) and those marked in red directly on the approved permit documents are incorporated into this project in addition to any requirements appearing on the construction plans and the City standard document entitled "Single Family and Duplex Construction Most Commonly Missed Items". A corresponding number is marked on your plans for any items listed below where applicable. All references are to the 2003 Oregon State One and Two Family Dwelling Specialty Code, (2000 International One and Two Family Dwelling Code as amended by the State of Oregon unless noted otherwise). A copy of this code may be obtained from the Building Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-5986 Your signature on the Building Permit is an agreement that all items will be installed or corrected, and that all work on this project will comply with applicable codes. ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD. PLANS REVIEWED BY: ~ ,J/;fpu- Review completed on PHONE: 7Zc. - .3~2.J ~~()/t;) / / 1. ELECTRICAL GROUNDING REQUIRED IN NEW FOUNDATIONS: On new construction, a #4 concrete reinforcing-bar electrode at least 20' in length shall be installed horizontally and centered in a minimum 5-1/2 inch thick concrete foundation at the location of permanent service entrance. A second bar, at least 1/2 in diameter shall be stubbed up a minimum of I2-inches above the surface of the foundation near the service entrance panel location. The stubbed up . .. .. .. . ... ......... ... ......... ... rod or bar shall bend horizontalli ~cf att~h (qe). t~.t~e.r~~orcing bar electrode with a minimum 12" lap. .. .. . ... An alternate electrode installatiU rrf~ be I1s~d 1n:a HI: ttl.4 inch thick continuous concrete slab using ~O ji,lon:iio: ~.ban; ~pp.oc conductor placed in a large loose coil, centered in the slab. The electrode shall rise up out of the slab a minimum or l2-inches, facing the qawJ space ~u.d.lpc~t~d near the electrical main d. 'b . I . . . .. . . . lstn utlon pane. ... .... .. ..... ... ..... ..... .. Note: There shall not be any vapor barrier or insulating material installed below the concrete slab footing. (MDPSC 3-8.2.1 & 2,NEC 250-82(C)). INSPECTION OF THE GROUNDING ELECTRODE SYSTEM INSTALLATION IS REQUIRED PRIOR TO PLACING OF CONCRETE FOR THE FOUNDA nON 2. Porches, carport slabs and concrete steps exposed to the weather, and garage floor slabs shall have a minimum compressive strength of 3000 psi. Concrete "batch" trip tickets are to be made available upon request. (Table 402.2). Foundation concrete for manufactured homes shall have a minimum compressive strength of2500 psi at 28 days. 3. Provide a minimum of6" of clearance between finished grade and all untreated wood materials. (INCLUDING SIDING) (R-322. I). 4. The grade away from foundation walls shall fall a minimum of 6" within the first 10'. Drains or other approved means shall be provided to ensure positive drainage. Except when restricted by lot lines. 5. Ground under building shall be sloped to a low point, and an under floor drain installed to provide positive drainage from the area under the building. (OTFDC 311.4). 6. Provide 6 mil black polyethylene ground cover, lapped 12" at joints and 12" up stem walls. Note: Moisture barrier shall be installed above the foundation slab or pier bases. 7. Provide net free ventilating area not less than I square foot for each 150 square feet of crawl space area. One such ventilating opening shall be within 3' of each corner. Vents shall be covered with minimum 1/4" and maximum 1/2" corrosion resistant wire mesh. See attached Table 3-D (OMDPSC 3-10). 8. Roof storm drains shall be provided to capture roof drainage. Storm drainage shall be piped to an approved drainage way. Drain lines within five feet of buildings shall consist of a material approved for use within buildings, such as ABS/DWV or PVC/DWV. Perforated drain lines used for sub surface drainage need not comply with this requirement. (OTFDC 801.4 & Table 3811.2)). . .. .. .. . ... . . . . . . . .. ... ......... ... 9. Perimeter skirting for the manufal!Q.uttl h~rne~lt pe.M~t~ne, brick or other masonry material with no more than ~4" exposure ab"ove grade, in order to comply with the manufactured home standards of the City of Springfield Development Code. See the auihat excerPt f,o11l th~ l!r~~on Manufactured Dwellinl! and Park Soecialtv C<?~~ ~<t.ma~:'1fy:~~irtiIf& ~ni~<Glation guidelines and details. .. ...... 10. This property is located in the flood z~~ for ~ Will~t:e River. As such, the following requirements must be satt<~e~: .::.:. . .. i. .. .. a. The main floor level of the manufactured home shall be a minimum of 18 inches above the base flood elevation (BFE). The BFE for this property is 448.85 ft. above mean sea level, as determined from the FEMA Flood Insurance Rate Map by our Public Works staff. Please provide this office with an elevation certificate that is prepared by a properly licensed surveyor, engineer or architect that verifies the floor elevation is the required distance above the BFE. The FEMA form for the elevation certificate is available at this office upon request. b. The manufactured home shall be secured to a foundation support system that is: I. Installed on positive connection piers and anchored with approved ground anchors; 2. Supported on and secured to an approved foundation wall; 3. Attached to an approved structural skirting system; or 4. Designed by an Oregon professional engineer or architect and approved by this office prior to installation of the system. c. If any portion of the masonry skirting for the crawl space is located below the BFE, the required ventilation openings in the skirting shall be increased to Is.f. for each 100 s.f. of crawl space area, and the bottom of the openings shall be no higher than 12-inches above the ground. -1 , ~ ~.~ Jj ('! ~ .:5 ~ 71),' K/fL/l# J~~-- €- f:?Yl~-iJ KpYYJ D, /\- j7i () ;/VI ~L:-. !-/Ju~ ~tA-tV 4" 6q 'f r to' .r. i"J-m 1 ~ QJ r -J "-r--~'.t.'-r ---11'--- ...)'n. qf1ll (-'-j :-- . . -~~-gj '-"u -;-:.J I :; "-. /'\10 jJ - -J c.:GI~:l /. / ; . /', <..~Q) ~+!" ,- "-/ . . (jfJo'.., ,""" c::i,j' nH ;C)w' l~f /J5 - \ ",--- \,~-".... -', , / ;f- @ ~ B~-, I~ ."- ~ I~ -0" . "it'" 1HZ.. - 'L- @ " .i~~ ~Q , i q.!jTB -,-WI? &'i ,CP~~-;';'V LWf---I.' ~'_. w - '-It;,,~:z.- .11'8"----.._1 ,~C::cil~ .-L. IZ" o.~r:: G' '. ,~~ -1. ~ " 3 ,.n 'T' V' j-- <In'.'-.."-j .JJ '" .., L "I "4 ili '.ft 1:-:1' .- ~,.,' r I \~ :os ~ ,~;:[ ';:J.:1.E! .... . . . . ~.... -? l-r Z ,." . . -r . . J- . .~.. . . . . 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"1:ocJ: ~~-JQ:' 1..1-,-=0 LoC~Z ~C;~W ='~~s ~.....,o(5 w CD)-..... . o -,...;1 ~ V)~5~~ ~~~~~~ ,. WKolAfUW 1Hl(JoIt5S "'AD DAff, ~B/'U96 fIIl'QiE.D PACK NO. .. . . .. .. .. . t.:. . .. .. .. . . .. . . . . . . . . . . . . !-""l.........,v~ ~L_ .." / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. ... ... .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . .. .. . . . . . . ... ... SILEO A' ~ . . . . . SEP 25 eea : .'f{. . 1.1l~.DI'ICII:I'''' _dlGlClllld~ ,--'d.td' ..::1-, ... ." JI'f. . .. ~-- Dil:PUjt-;" NOTE: All DIMENSIONS ARE QIVEN IN FEET" DECIMAL FEET. CHORD L.ENGTHS a BEARINGS ARE GIVEN FOR ARCS. UTlL.ITY EASEMENTS C EASNT) SHALL BE 7 FT. ON EACH SIDE OF THE PROPERTY LINE WHERE SHOWN 14 FT. WIDE. . IND'CATESMDNUMENT SET. I . INDICATES MONUMENT FOUNO. ::; ,II ~ II ~ ij ~I- w . or :; :J) . ill _~ 1\ ~ \\ ~ ,- SCALE: I"' 50 FEET CURVE DATA: A b. E 16-2I':5Q" R1:1i72.34 T a1B8.50 B 4 I: S-ZS'I'" R :. 1060.00 CLL.20-15'07" H= 288.31 \\ FILBERT GROVE, SECTION 2, T 18S, R3W I W. M LANE COUNTY, OREGON . . . ... . . . . . . . . . . . .. . . . . . . . . . . . ... ... . . .. . . . . . . .. .. . . . . . . . . .. ..... . .,~ .~E W~ 5 26 S 71''''''4;'.[ 150,! 07 -- . . . ".0- o .~ ~ ::= . 95.00 27 . E . . . -..~ 1"1'~ ~ s. z . ...,- ~ "80.za'!7 W .'.00 DESCRIPTION: BEGINNING AT THE INtTIAl CORNER. $ITUATEPAT THE SOUTHEASTERLY CORNER OF LOT 32 ,OF BLOCK 2. OF FILBERT GROVE 2ND ADD., AS RECORDED IN VOL. 54 PAGE II . LANE COUNTY BOOK OF TOWN PlATS,WHICH IS RECORDED AS BEARING S O.Z9'15-W 645.10 FT. a 5 05.44'. 2S4.95FT. a 503.05'30.. G 2!.G5 FT. as 02-01'30-[ 513.12 fT. FROM A 5/BINtH IRON ROD MARKING THE NORTHWEST CORNER OF THE WN. MASTERSON DLC.NO.GIIN TOWNSHIP.8 SOUTH, RANGE" WEST OF THE ",ILLAMETTE MERIDIAN, LANE COUNTY, OREGON, RUNNING THENCE FROM THE TRUE POINT OF BEGINNING; S 0 Z. OI'SO- E 308.22 FT. ALONG THE SOUTHERLY EXTENSION OF THE EASTERLY BOUNDARY LINE OF SAID FILBERT GROVE 2ND ADD. TOAONE INCH 'RONPIPE (I-I.P); THENCE N 72 ...'!l-W 103.67 FT. TOA I-I.P; THENCE N 86- 50'2%-. 62.32. FT. TO A I-I.P~ THENCE N 8S-55'OZ" 60.13 FT. TOA I-l. P; THENCE N B7-00' 40.. 71.9.FT. TOA ,ALP; THENCE N 83. 50'45.. 71.9. FT. TO A I-I.P; THENCE N 82.5.'4J-W 42.00 FT. TO A I-I.P; THENCE N 77.33'28-" 30.02 FT. TO A I.I.P~ THENCE N 77.25.52.... 67. 87 FT. TOA rl.p~ THENCE SOUTHWESTERLY ALONG THE ARC OFAIOGO.OOFT .RADIUS CURVE LEFT TO A '-I.P, THE LONG CHORD BEARS S 6.lo\'09-W 12.54 FT; 3RD AeQ. . .. - . - - . . . . . . IOF2 . . . . .. .. . . . . . . . . . . . . ... ... ... . .. . , .. .. .. . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . THENCE N 83.34'0\2-W 210FT.MOREaR LESS TO THE ORDIMARY HIGH WATER MARK OF THE WILLAMETTE RIVER. A I.,.P AS A REFERENCE BEARS N 83~o\'42-W 155.00 FT. FROM THE PREVIOUSLY MENTIONED I-I.P; THENCE NORTHERLY &DOWN. STREAM ALONG SAID ORDINARY HIGH WATERMARK TO APOINT ON THE SOUTHERL.Y BOUNDARY LINE OF LOT26,BLOCK3 OF FILBERT GROVE 1ST ADDITION AS RECORDED IN BOOK 52., PAGE 2:5. LANE COUNTY BOOI( OF TOWN PLATS; THENCE S 7"-16'43"E 150 FT. MORE ORLESS TOA .-I.P MARKING THE SOUTHEASTERLY CORNER OF SAID LOT 26, A I"I.PAS REFERENCE SEARS N 71.16'4~W 9~.OO FT.FRON THE PREVIOUSLY MENTIONED I- I.P,SAID REF ERENCE PIPE BEARS N 09.34'4..E 130.32FT. FROM THE PREVIOUSLY MENTIONED REFERENCE ,PIPE; THENCE SOUTHWESTERL Y A~QNG THE ARCOF A 1120DO FT. RADIUS CURVE LEFT TOA '-I.P. THE LONG CHORD BEARS S IZ.33'39-W,6.2GFT; THENCE S71~5'56-E . GO.OOFT. TOA I.I.P; THENCE NORTHWESTERLY ALONG THE ARCOFAIOGO.OOFT.RAOIUS CURVE ~ TOA l"tP. THE LONG CHORDBEARSN IZ.33'14-E S.74 FT; THENCE SOUTHEASTERLY ALONG THE ARe OF A 1202.34FT.RADIUSCURVE lEFT. TO A I"I.P, THE. LONG CHORD BEARS S 7S.S2'20.E,7.78 FT; THENCE N 13-S6'32"E 60.00 FT. TO At-I.P; THENCE SOUTHEASTERLY ALONG THE ARC OF A 1142.34 FT. RADIYS CURVE LE FT TOAI"I.P MARK ING THE SOUTHEASTERLY CORNER OF LOT2 BLOCKS,. FILBERT GROVE 1ST ADO., THE LONG CHORD BEARS S77.3I'03-e ,58.20 FT; ~ N.W.eORNER . ." WM.MASTERSON OLe.NO.61 : (SO.29'15"W64S.10'. -., . S 5.44'W 28.-.99\ t \ S 3.0"30"W623.6s'a S 2.01'30-[ 57!.12'TO- \ INITIAL CORNER \ ~0 . s 17- sa' ,cw IC.CC .. g .. .; .. ~ c .. .. STATE OF OREGON S S COUNTY rs LANE . . l,WARREN W. CLARK, BEING DULY SM:HI; DEPOSE AND SAY THAT THIS IS AN EXACT (X)PY 'OF THE FINAL MAP OF .. FILBERT GROVE, JRD ADDITION" IN I..AHE COUNTY. OREGON. ~-Ril.1.LI BLOCK 0' , \BLOeK0 FILBErT GROV/E 2NO I AOO. \ "'.hol 32, " I 3 .. s \ ,..~~o-.. \ N 8T.~B 30 E I S7r~7'0S.E I 71.31 I 1'1 J5 \ TT.4' _ .!6'30"E"'4I'" &0.00 24 I I f-_---!!.:~_S a'.U'O'"E S8....8:26~E- -sa.jn'.a E., !IaT:r; - ;e-/ ~ I --~i7~Fr:~'-'- . i.... ":...; -illO:~;''' ~-io.,. -1 6Y:: 3 3 ~ BLOCK :~ I ~ I ~ I Z :: ~ UTlfTEASMT-[ ~::: h Qc ; ~~ ..,....,.. ~ 4:t a- 0 9 .. CI 8 . 0 7 ,.. C I 6 ..,a 0 c::~ III .0.00 ----1~0: ~ l == ~ ~ ~ l~ 2 ~\~' J- - ~~ t CD ~.; 58.20 Z" 1"5" " 2. '& 0 ;ll:t III S77.3"03-E\ \V , _ \ . ~ 34 O. .. tU7 ' '5.11 #"' _.'.. ..~ e~..,Cl 14.7a.". ..,~..OE: ~ -.0"36'0.. . "'W ...... ~ '" ioJ .~ 0 III".~ 4'.l..-NI~.I~ - N 7~8' :. ~I . .. '!... {(REIIONT AVENUE 3.... 5O.CO ~ ~ ~ ~ - -+ 0 ..... :z - .. A \ c, . Go. 0 :z S7:(SZ'2o"E 7.78 If'. 02. 22. SZS.U ~\ '~ O S7'7~5'" .'.e. G8.4t 1...07 T 3 .:. {86 J 7?"2I'ZSE 16.42 ...~z , 27 _ '8O"4-0'5Q-[ SU-'O'4'[ S17-00'40E H.,-Dl47E .1n"':I: I", 2m e: 101 . S !J. ~.,. . ... .. c:: .0 0 ~ 0 ~ ... &;:. 0 c :a. ~ ~::B 00 "0 -.,.0 3 .:;g 4 ~~ 5 .... Ci'N = 0 _ ~~ ~ ~ 2 : g ~ 0 ~ ~ .-.: ~l~ ~' 28 f ~ =!:; .. B ~ -0 C K f6\~ 2 : - PAllC;U ~G'\ I~,J,: '5~O _ I' N I \:V J I '.'... ~.... 7'7.25'52-W -- - - "'N 83.~4''''2". 15S.00 '-::.:J 67.87 ..... t.. N83-S0'.S.W N87.00'40-W N8!f5S'OZ"W''N 86.50.22....;..... ,. 2'0 +- . "'fI. ')to ~6 TI...... 60.13 .62.'2 I I .. d.... ~.8 71.t4 ... - PARCEL: F /-i.ft./.,. 0 Oil.,.".?' .,~ _" 0.... .O~ ~ '00 "7'8_ .." If...It w~~ o - . 0 N . . .. .. ~ ~ . c 'or;P. "'" . .. "' SUBSCFU BED AND SWORN TO BERJRE ME THIS .!!U!i I)lY OF ,JULY,. 1968.: 35 ....91 N 1!.OO'S7W ff:IfJIRt FUBUC fOR OREGO~.. ' ~T C~FES~. ~: '91D 36 o N ,; ~ ':-.. '. ~ '- ~ " , THENCE N 11.01'23-[ IOO.50FT. TOA '-"PMARKING THE NORTHEASTERLY CORNER OF SAID LOT 2; THENCE S77""7'05"E 11.21 FT. TOA l-l.P; THENCE 981-'3'04"E 71.35 FT. TO AI-I.P; THENCE S 85..-8'26.[ 71.35FT. TOA'''I.P; THENCE S 8n3'4S-E 77.41 FT. TO A '-I.PIAARKING.THESOUTHEASTERLY CORNER OFLOTS,BLOCKSOF FII;-BERT GROVE 2ND ADD; THENCE NSr-'S8'3Q-E SO.OOFT. TOA ,"I.P; THENCE N Z.01'3C-W 8.86 FT. TOAI-t.P MARKING THE SOUTHWESTERLY CORNER OF THE AFORESAIDlOT32, BLOCK 2. OF FILBERT GROVE 2ND ADD; THENCE N 87.58'30"E SO. 00 FT. ALONG THE SOUTHERLY liNE OF SAID LOT 32 TO THE POINT OF BE61NNING 6 CONTAINING 3.2 ACRESOFlAtU),1II0RE OR LESS. / AUG-25-2005 05 :49 AM HARDACKER & ~'~iAl\" .. . 5.4\.895 4307 . . . . . . . .. ... ......... ... ..... .. .. . ... . .. . .. .. .. . .. . .. . .. p~e2 .. . .. .. . . . . . . ... ... . . . . . . . . . . . . ,... ... . ... . . . . . .. .. . . . . . . . f.~u - SANITATION AUT:HQRIZA:f:IO.N NOTICE, FOR SPOS7Jilf :.: Permit Sub-Type: AUTHSITE Application Date: 08/0512005 Proposed activity: AUTHORIZA TJON WITH SITE VISIT Job Address: 65 KREMONT A VB SPR Applicant: HARDACKER RALPH PO BOX 686 CRESWELL OR 97426 Owner: REMIOR RICHARD 65 KREMONT A VB SPRINGFIELD OR 97477 Parcel #: 18..03-02.33-03800 Discussion: SYSTEM WORKING AT THIS TIME Authorized?: Y Y~Yes N=No Inspection By: WM Inspection Date: 08/10/2005 Inspector Signature: _m.'_'_ Date: g(u(()s .. '. " 0.. '. . .. 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N b , ~. . r FLOOR o,oTEM iYY - INSTAll 2x6 PLATE-j! I 4>-2" Bun f~INGE ~ I S'aJ 30" OIC (2 MIN) SWING ":---. / SNAP LA TCl-! WI ~L'/ MAX. 10 Ib RELEASE ~d EX. GRADE ~ 4405> ,- TOP OF BEAM 4500 EXCAvA1f 'aJ BOLT~ LOCAtiONS T:::> ALLOW MIN_ 3' COvER MAIN BEAM . BFE 4490 DIRECTION OF FLOW CD LONGITUDINAL SNAP LA TCl-! WI MAX. 10 Ib RELEASE I 3/4" MINUS 'i't: I CR\JSI-1ED ROCK I I I SECTION ~ ~ ~ (1) 1/2"=1'-0" NOTES. ALLOW ADEQUA1E CLEA:~ANCE 'aJ BOTTOM d: SIDES FOR GA1E TO SWINCs WlmOUT I-1INDERANCE EXCAvAtE 'aJ BOLT-~ LOCATIONS TO ALLC":J MIN. 3" COVLR o I.--'--~_-.- - ~iINGED PANEL (6 TOT AU DIRECTION OF FLOW o TI-IE DESIGN PRESENTED I-JEREON IS TO ENSURE FLOOD FLOWS ARE NOT RESTRICTED 4: ADEQUATE LATERAL RESTRAINT IS INSTALLED NO STRUCTURAL DESIGN IS INTENDED PIER 4: FOUNDATION LOCATIONS 4: SIZE ARE AS RECOMMENDED BY I-JOME MANUFACTURER. 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ILOCK 2 0' 'IUIIITIltO\'IIIlClaoa;TIlIllCEII'T'"II'30'EtCl.oan.aLOII' TIIEIlDUTIIIIIl.YI.IIlIDf'tI&lDL.OT,'TnT!4.DOIIlTDf'1OI11111111C1 'COfllT...IIIIIlOI.lolCIIUO'L.AIIO.1I01l'l!0II1.ES:1. s 1754 11/18/2005 foRI 9:52 FAX Emerald LiTest~le 541 682 8500 I.ANE COIjNn. P,W DELTA It .. .. .. ........ . . . . . . . . ..... .. .. . .. . .. . .. . .. Lane County Department 01 Publk Works 541+747+4625 p. I I(fIUUJ IUUO> Nov 18 05 12:39p . .. . . . . . . . . . . . .. Permit 051038 <. .. . . . ... Fao:i1ity Plirmit. .. .... . .. . .. . . . ... .,... ... . ... . . . . . .. .. . O~Oh\7 ~-nl.~lfl Type Drainage Applk::atoll Oi\te 11/14/2005 ll;~ued 1.1/1612005 11/15/Z00S 11116/2006 . . Issued by Shankl: wT\Ii~ . . Inspected by Sl1ar:1clet wilham . .. .... .. . .... . .... ... .. ~ .. .. . . .. ~t"",'.~d o'lct>\I,t)' ......,C.l D' CI.l!~I"~\..<1 ~,,,.. \<> l~>~ ~":>".!.:c:r <f"t... Local"'o: 10 03 02 3 3 03800 I .\ I I 1 I I I ! Acid Inspection Permit EltplR!S on Completed l:1...:c .....n I "'Ie C.;.'\;"lV n~p~~lp'tn~ ~.f :>t.:bl.r. We:I<~:~ urro:l')e !a !I~ m:;r.'::l;:I:T". ,...,C1l ;:>~'II":.t:,,~ t.::l"',~V l~ :':li:np"r.:,d. 1~:~h11' pa:l;lC! Se:"on ,f'! Sl''''~(;:' 1/'.;;~~'\l(o' 1 ['~'.I..l Zone 1 Eugene Road KREMONT AVE H,oad No. 100700 Mllepo5t 0.05 Applicant's [)Q&cnptionof Wqrk: TAKE GUTTER WATER ( 1150 SQ FT MOBiLe HOME) TO HOLE DRILLED IN CURB THEN WATER TO RUN IN GUTTER TO STORM WATER DRAIN. REPlACING EXlS'TING MANUFACTURED Hm1E. Applicant """.... RALPH HAROACKER Owner RICHARD REM lOR Day Phone 541-895-4307 Eve Phon. ~41-B95.4307 Ce~ Phone 541.Q1 C;.OQ74 Fa> ~41.895.4307 emad Day Phone 541-744-0498 E\l8 Phone Ceu Phone "" ert1l!11 PO BOX 686 CRESWELL. OR 97426 Ad..... U' KREMONT ST SPRINGFIELD. OR 97477 Comments: Bore or consb'uct I"<O:'phcle:, in curb ror stonnw!lt:erdrzliNlg;l!lI from 1150 sq It manufacbJrtd hamll. ConstnJct pel" spoclflcatlons on attached City of Springfield standarrl d~willQ . CAll WHEN WORK t~ COMf>lETEO, 682.6902. / lillrte County [}eflt.ol Publk: Wor1l.s, 3040 N. \)(!na liwy., Eugene>, OR 97408.169(', Attn: l'errl1lt:s C~k 'd. ~41.be2.(fl02 Fal. S<lI.1i8Z'&SOO Hen.lnQ 'mOllolrQd: 541.(,P,?]99S ^' "ffY \,<-f'" ~'"IV ,V J :/ / 0 , c~ !.)~PJG /:>/ ~~ ~ y 1rr \~ ,.?J Page 101 J Il.(ov''-109104