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HomeMy WebLinkAboutMap SUR 6/26/2008 ( TBNT A. TIVE PAR TITIQN PLAN GRADING AND STORM WATER MANAGEMENT :POR ROY L UNDllLAP NE 1/4 SEC. 34 l' 17 S, R 2 W W.M. ASSESSOR'S MAP N(). 17-02-.34-1,.3 TL #4.00 SPRINGFIEIr,D, LANE COUNTY, OREGON JUNE 22, 2008 PLAN JI!- SCALE : r ... 20' 9wner /Partitioner ROY LUNDBLAD 1444 VERA DR. SPRINGFIELD. OREGON 97477 ~ ,\l)..\)~~ vO 0<0 CO A--- <b~. ~ ~ 0'" "\.~ \> ~\> '<9~ c:-- 511 ~) o I"') I r'~-- ----. - ~-- --.-- \-- - - --- -- -- - - -- ----- -- - --j :. ~ . z : ;q ~ q S2 . :<:0 Q::: <:0 Q::: : :- ~ - ~ : : 9.0' BUILDING : i 90' ENVELOPE ~1 1 : . . . I I I I : : . I . I I I I I I . J _ ' in o (0 ~. .,~ ~"""... .... "".""" ., ""'. ",0'. "'.,n ,I o o ID R>~ · ~. ~ 0'" "\.~ v . ~\> ~~ I . . . : I I I I I I I . I I , I I . . I ! . . I L5.0', I AREA FOR i 6RU!~:L . . 1 ,.............1-- -........... i · ' ~ 30 0" I Y. .... N. ..-' ~ . .."" -" ",# , -"..",.. ' .. ,,#. :..... ~-- -.---.: ,,,:,, "::. ~ --- --~I"'-~~'~-; - C. 61.5' $;2= . , 'III- P ARCBL 1 11217 SQ. PT. ...- ~ ,\'0 .~~ ~.O ~~ y 00 C :.;r ~ ~ -too -.... " ~. l)..~ ~~ ~'o",. 0'" ~~ O~~ \> ~(p 'o~~ C, 0 ~ ~. l).. b ~ ~ ~'o '" · 0'" ~'Q O~~ V ~(p 'o~~ '0",0 POAGE ENGINBERING & SURVEYING, INC. 125.4' , 186.9' ~. l)..~ ~'Q ~c,,,,. 0'" ~'Q O~~ V ~GO'o~~ Cb 0 ~ " r.O. BOX 2527 It BUGBNB, OREGON 9740~ ,. (541) 485..4608 JOB No. 374l, DWl'l. BY LAOl3741GRAD, DATB: 0-16-08 '\ to ~i ~ SITEI THURSTON ti MIDDLE SCHO , r ,~ . . ~)tr. ~ G 5T i i FIS: .~'[lST~ ILX &:p~ ~=- €. ) o:~a!~- THJRSTON Ds.r is ~OGEVI~.. ~.~.~ HIGH SCHoa.. In C 1sT . '= ,OCT \ ~85T' _ ij) ~ CST f' ^ ~~l ~t:Jj /1 J ~TST , ) ~ IN STREET i8 lii- . IB ~ , _] &TER _ ;ST ~ .' SITE LOCATION MAP (NO SCALB) :::;;;;;- Legend 1444.41 SPOT ELEV. FOR NEW CONC. D~IVEWAY Fl505.4 FLOW LINE. ELEV A TION OF PROPOSED SEWER ---..,----..,- JOINT ACCESS EASEMENT AND MAINTENANCE AGREEMENT BOUNDARY Grading, Pa ving and Stor1Jl. wa ter Manag~ment Notes _ I ~ r I. THIS APPLICATION DOES NOT PROPOSE TO CREATE ANY NEW PAVING AREA IN EXCESS OF 5000 SQ, FT, 2. THE SITE IS GENERALLY FLAT WITH NO DEFINITE DRAINAGE PATTERN FOR TtlE PERVIOUS AREA WITHIN THE SITE. THE ROOF AREA AND IMPERVOUS SURFACE AREA FOR THE eXISTING STRUCTURE DRAINS TO THE GROUND. STORMW A TER RUNOFF FROM PROPOSED 'CONCRETE ACCESS DRIVES WtLL SHED TO A FRENCH DRAIN ADJACENT THE EDGE OF THE CONCRETE DRIVE THAT WILL IN TURN DISCHARGE TO THE EXISTING CURB AND GUTTER VIA A WEEPHOLE IN THE CURB. AN ILLUSTRATION OF THE PROPOSED STQRMWA TER COLl..ECTION SYSTSM IS SHOWN ON SECTION A-A BELOW. ROOF DRAINS FROM NEW CONSTRUCTION ON PARCEL I AND PARCEL 3 WILL DRAIN TO INDIVIPUAL ON SITE DRY WELLS. 3. NO EXCA VA TION OR SITE GRADING IS PROPOSED WITH THIS APPLICATION. 4. APPLICANT WILL REMOVE THE EXISTING CURB CUT AND CONSTRUCT A NEW CURB CUT. 24 FT. IN WIDTH. AT THE LOCATION SHOWN HEREON TO SERVE THI;: PROPOSED SHARED DRIVEWAY. SECTION A-A NO SCALB 1% _, CONC. DRIVEWAY 1% k-: 12" ... V!/////////////ij/////// ~///////// /// ;//// ~ . .. " , ~ I 1/2" MINUS / ROUND DRAIN RQCK / REGISTERED PROFESSIONAL LAND SURVEYOR , '- ~ ~A-m OREGO'N JUL Y 13. 1984 . JONATHAN A. OAKES " . 2105 "I , . . EXPIRES: DECEMBER 31. 2006 expIRES: ./ JUN 2 6 2008 Original SubmittaJ_ ( o \T) ~ fM @ (TBR) SAN .....--- W ---- ~.~ ~ ?\~ 8 ~, c,,~ . bs. ~ O~ ~:~ ~~v -co~ <o~. ~ ~ O~ ~~ v ~v ~~ Le$end., TENT A TIVE PAR TITION PLAN SITE ASSESSMENT AND VICINITY MAP FOR ROY LUNDBLAD NE 1/4 SEC. 34 T 17 S, R 2 W W.M. ASSESSOR'S MAP NO. 17..02-34-1-3 TL #200 SPRINGFIELD, LANE COUNTY, OREGON JUNE 22, 2008 PROPERTY CORNER WATER VALVE FIRE HYDRANT WATER METER SANIT ARY SEWER MANHOLE TO BE REMOVED SANIT ARY SEWER (SIZE AS NOTEP) U.G. WATER MAIN (SIZE AS NOTED) .. J,'" , . (j') ~ \ - CONIFERIOUS TREE (AS NOTED) DECIDOUS TREE (AS NOTED) ~E EXISTING FENCE AS NOTED / ~8", '. - ~ . ,.,..~; o o~ !;Q~ !If I ) @ . .. ...., I ~I" , . If 3: f-t !Q t::'Il I:tI '''~ ~ -..~~ 'f-t 1 \ t/) " I :I: I E-t \C) \0, tI: E-41 ~ 0 ZI 11 SCALE : I" · 30' ~ EXISTING BUILDING \ \.f}, ~~ O~ ~~ v 00 c.; , ~ ~;~ ,C(; ~~'b ~f'8 ~{:Ic - . """ JOINT AC MAINTENANCE AND UTILITY (:ASEMENT \:' 6.0' / WOOD FENCE , .' " , 150.0' . 4' f.," I I I I .. ~~ ~ q wo6og<' ~h" ~ FENCE., OAK g&::' .. FILBERT ftv . STER . . 18" OAK PARCB~ 1 11217 SQ. PT. 0'1 o l1! ~.16" F1"A PLE " . {& ~~ED (TBR) JOINT ACCf=SS. MAINTENANCE AND UTILITY EASEMENT ~BERT WCLUSTER 12" CHERRY ,..,>( :Q' ~ f},bt. ~'Q ~~ · ~ ~'\) G.~ vO O~ .(1Vv c,,~c; <'o~v . .~O ~ eXPIRES: 06-30-2009 ~ \.~~~~ vO V~ CO 0'1 o q < P ARCBL 3 8663 SQ. F'l'. 61.5' 509 12.~ '86.9' j' 0 ;Q" ~b ~'\> ~c,~' 0<\ ~'\> O~~ v ~COc,~~ <'0 0 t\ .~'6.0' WOOD -- FENCE 6" OAKS (3)~ 125.4' ... .. 6.0~~ T~-'" . FENCE :Q' f),.~ ~'\> ~~~. O~ ~'\) V~~ ~ ~COC:>~~ C:>~O -4''\'-- ~. " REGISTERED PROFESSIONAL LAND SURVEYOR Ow.ner IP arti tioner ROY LUNDBLAD 1444 VERA DR. SPRINGFIELD. OREGON 97477 <:::... ~~ OREGON JUt. Y 13. 1984 JONATHAN A. OAKES. '" ! 2105. .t eXPIRES: DECEMBER 31. 2008 POAGB ENGINBERI:NG & SURVEYING, INC. P.O. BOX 2527 It BUGBNB, OREGON 97402 It (541) 488-4505 JOB No. 3741, OWN. BY JAO/3741TBNT DATB: 4..18-06 ~ tn ~I m SITE THURSTON I- MIDDLE SCHO L tn'lii I' r-- f')~ ~ ~.G STJ _ rE ta FI Sl ~ 11 ~ IL x ~--E.sr... 1_ m <0 / 'F 1ST JP~ .- (J) €, ) l _ ce: C1 ~ _ Tt-URSTON .l4r ;; ~ID; X ~ ~ ~ HlGH SCHClCL lii C ~ 1= ~ 0 CT ~ 8ST ,_ (f) .JC CST n-1 ml ^ srr- tB .6..,)T 8 '(jj ( ST ~ ~ct ct' J' t,.~ ST I- 1 ~~ STREET Ill, i^STER _,ls~: SITH LOeA TION MAP (NO SCALB) ::::;;;:;, Site. Ass~ssm,en t ,Notes I. THERE ARE NO WATER COURSES IDENTIFIED ON THE WATER QUALITY LIMITED WATERCOURSE (WQLW) MAP THAT CROSS THE SUBJECT PROPERTY. 2. THE PROPERTY APPEARS ON F.E.M.A. COMMUNITY PANEL NO. 4115592 AND BY GRAPHIC PLOTTING THE SITE FALLS WITHIN A ZONE X WHICH IS OUTSIDE THE BOUNDARIES OF THE SPECIAL FLOOD HAZARD AREA 3. CONTOURS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD DATUM PER BENCHMARK DESCRIBED AS A CHISELED SQUARE AT THE SOUTHWEST CORNER OF THE ONE HALF CURB RETURN AT THE SOUTWEST CORNER OF 67TH ST. AND THURST ON. ROAD.J=~EV.?I.2..81 \ 4. THE DESIGNATED WELL ~E:AD PROTECTION MAP INDICATES THE SUBJECT ~~ ---......-. PROPERTY IS LOCATED WITHIN AN AREA OF CONCENTRATION HAVING A 5 YEAR · TIME OF TRAVEL CLASSIFICATION. 5. AS SPECIFIED IN THE "SOILS SURVEY OF LANE COUNTY" THE SITE CONSISTS OF CHAPMAN-URBAN LAND COMPLEX SOILS. TABLE 14 OF THE SOILS SURVEY INDICA TES THE DEPTH TO GROUND WATER IN CHAPMAN-URBAN LAND COMPLEX SOILS IS GREATER THAN 6 FEET. ...... . ,. Tentative Partition Notes I. THERE ARE NO EXISTING OR PROPOSED TRANSIT FACILITIES ADJACENT TO THE SITE. THE NEAREST TRANSIT STOP IS LOCATED AT THE INTERSECTION OF 66TH ST. AND THURSTON RD. WHICH IS APPROXIMATELY 100 FEET EAST AND 600 FEET NORTH OF THE SUBJECT PROPERTY. ,Solar Access PARCELS I IS IN COMPLIANCE WITH THE SOLAR ACCESS DESIGN STANDARDS OF SDC SECTION 34.010(3)(b)(I) BECAUSE IT HAS A NORTH.;.SOUTH DIMENSION IN EXCESS OF 90 FEE:T AND ITS FRONT LOT LINE IS ORIENT A TED WITHIN 30 DEGREES OF THE EAST/WEST AXIS. PARCEL 2 DOES NOT HAVE A NORTH/SOUTH DIMENSION IN EXCESS OF 90 FEET. HOWEVER IF THE NORTH/SOUTH DIMENSION OF PARCEL I WAS COUPLED WITH THE PANHANDLE ACCESS ADJACENT TO THE NORTH BOUNDARY OF PARCEL 2 THE RESULTING NORTH/SOUTH DIMENSION WOULD BE IN EXCESS OF 90 FEET AND THEREBY COMPLY WIH THE MINIMUM SOLAR ACCESS ST ANDARDS OF THE SPRINGFIELD DEVELOPMENT CODE. PARCEL 3 DOES NOT MEET THE MINIMUM SOLAR ACCESS STANDARDS AND THE APPLICANT IS SEEKING AN ADJUSTMENT TO THE DESIGN STANDARDS UNDER SECTION' SDC 34.010(d)(l)(b} SINCE THE EXISTING PUBLIC RIGHT OF WAY PREVENTS THE PROPERTY FROM BEING DEVELOPED TO THE DENSITY ALLOWED BY THE CODE AND STILL MEET THE MINIMUM SOLAR ACCESS DESIGN STANDARD. ReQeived: JUN 2 6 2 Original Submittal.., ,.. . / 5 LJ B 2C:O~ - 00030 p~ cKwnd~