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Home My WebLink AboutPlan, Tentative APPLICANT 11/16/2005 S -- ASS-SS\t1- \J- 0:- - X S- \G CO\) - O\S NOTES: 1. BASE DRAWING AND ASSOCIATED DIMENSIONS AND ELEVATIONS PROVIDED BY KRUSH AND' ASSOCIATES. 2. THERE ARE NO WA't.rtCOURSES OR REQUIRED RIPARIAN SETBACKS ON THIS PROPERTY. THERE ARE NO KNOWN WE11.ANDS ON THIS PROPERTY. 3. THE SUBJECT PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN PER FEMA MAPS. 4. ALL ELEVATIONS AND CONTOURS SHOWN ARE EXISTING. NO NEW ELEVATIONS OR CONTOURS ARE PROPOSED. 5. THE TIME OF TRAVEL FOR THIS PROPERlY IS 2-5 YEARS. 6. THE SOIL TYPE AT THIS SITE PER THE SOIL SURVEY OF lANE COUNlY IS CHAPMAN 25 WITH A HIGH WATER TABlE DEEPER THAN 6'. FOR MORE INFORMATION ON THE SOIL lYPE AND WATER TABLE CONSULT THE STORMWATER MANAGEMENT STUDY. 7. LAUREl AVE IS PAVED BUT HAS NO CURB AND GlJlII:.ri AT THIS LOCATION. 8. THE EXISTING SHEDS HAVE NO GUTTERS. EXISTING DRAINAGE IS TO THE LAWN. 9. ALL STRUCTURES AND lREES SHOWN Will REMAIN Aru:.t< PAf<mION. 8 . "BIRD 1 AbblTION ~ I V AtIAhOIY CRE. 1 4 (3) I 'EN ESTATES : 6' Cyeloll: I 81te Ob8e~r{ellee Wi I 6 I Ilg 810t. I I 6 I I o S179- 34' -7- :::::::--.- r ellee 00" E --~ \ ~ -::.: - ~ \ 1'40.00 ~ ~ \ c: ... ~ ~\J ~ ~ UTILITY POLE ~ PHONE RISER ~ =- I~ /)UI1E STREET I~ --- I ei ---- - > ---- . u9 ---._~ z: . - __~! ...--UTILITY POLE I Or.~" , ~ I I ~~ . CJI I ~: - zl :::>: I ! I I: R ~ I ~ J ~ ~ ~ :J ~ I~ .~ .... > ? 1 i _18' - 1'1' I: Ale I I ! I ~ I: IP FIRE HYDRANTw- . ~ " 'UTIUlY POLE TO Ji'Ounl'li AlEAhOIY l~cls':II'ION (ID1 'N 882'.42'88 I 8 I I \ , , , I I I I I I I I 426.94 I I ....... ....... It ~ 7 . . II I. f I I . 4' ooel.. tepee! ~ ~~. /-->- , 0.17 ~-- .j PROPOSED 10' I . . RIGHT-OF-WA) ( J DEDICATION t I.. I PARCEL 3 20,367 SQ.FT. ~ H I.tJ 4'-8"50 X 5" CONC. BLOCKS ADANDONDED PIPES -- '\- - - -0 136.85 o 6"Mople . ....... APPROX. LOCATION OF ~ UNE OF SMAU.. TREES. :!:....... . 3--4 1/2- IN OIAMt.1 t.r< N ~ ~ ~ if .... .... I: ,.,., i;c ~ ..... N a;~ ~ ~b Co1'Z PARCEL 2 PARCEL 1 15,247 SQ.FT. , .. '\ \ \ IRRIGATION SPIGOT (ABANDONED) b (/) 10' CONCRETE DRIVEWAY. PROPOSED 20' ACCESS EASEMENT \ \ v C \J -Y VIA -::J NOT TO SCALE / -0'" -ru I OSACE ST. J t-:INYO~ ~!:.._____ __ . :GRIOGEilGR. ...- ;1--=== - I " I ~_~?L RICHlAND ST. ..: II> :c :l LEGENDs "* t: = EXISTING FENCE OHP = OVERHEAD POWER . C/)- (/) I.L.I (/) CJ) <( w I en . I- a: <C Q..(f)t--= I-(f) a::c 00& ,L~~ ::EWZ z 1-- <( CO ::)L() <CON I- N L.. I.IJ I- I'- I'- .q- 1'-0 Q)(,Q Q) (:k::N 01 <0 ..N 01'- -.J w~ LL~ 0~ Ze Ct: C1- (J) REVISIONS: . MORTIER ENGINEERING P.C. 1245 PEARL STREET EUGENE, OREGON 97401 PHONE' (541) 484-9080 FAX' (541) 484-6859 THESE DRAWINGS ARE THE PROPERTY OF MORTIER ENGINEERING P.C. AND ARE NOT TO BE USED OR REPROnUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF MORTIER ENGINEERING P.C. DATE: . 10/21/2005 FILE NAME; 17188S1 Kniqhts DRAWN BY; T JM CHK'D BY:. WORK. ORDER NO. 17188 SHEET JOB LOCATION: 18-02-06~42 #2600 P~e :1. of 3.; , .1".2.0D6 S 1 PRLZ005.00075 D...5 L..... ..J.J.. J)IA.UI- f{.J\,ia....,.S r ,c.. &t~IT/~i L. ~ ?NtitIOtl Te,.-.;1&TIVe, T :- \IT A T V :. .A \1) ) V S 0 \_ :J.A \ JJllk8 ~ . ----___ 1 ---- . -.. t ----~ . . --- f 1 TENT A TIVE PARTITION APPLICANT. DUANE KNIGHTS 2258 N. 33RD STREET SPRINGF1ELD, DR 97477 KRUSH AND ASSOCIATES 54 CENTENNIAL LCCP EUGENE, OR 97401 (541) 686-9211 LDR 18-02-06-42 12600 PO'JER = S.U.B. "A TER :: S.U.B. SE'JER = SEPTIC PHONE = Q'JEST GAS = N'J NATURAL NOVEMBER L 2005 LEGEND. IS IE- = EXISTING FENCE OHP = OVERHEAD PC\tIER PH = PHONE PROP. = PROPOSED ELEC :: PRDPDSED SURVEYOR. ZONING. LOCA TIONa UTILITIES. DA TEa FIRE HYDRANT . , ~ " s 1 1 1 I 1 , 1 , I ................-...-.............-. I I I 1 . I I I 1 1 . . II I . II t . ~: 100d FTceI J I I t: 'r81lUJ I .uJ.D.rJrIOJ( 2t} Jt.t l I~' (J~ i ., (S) I ~ 182'4I2'..e.; ! fr~ 1 I ! aIte ~CIt3CO w/ I' I 159.33 ~ I I , 6' ~l ':a. 34' 00. E f'HONE ~rJ( !'Olz · 2t) .li&uJo'$IffR'IOJ( 111\ 1 88r..tr8a S' f'.-J_ \QJ 1 . -vQQP' F8tJoe f i < ~ ~ n ~ ... x t.&J . It') I~ ~ I.i. N !f~ 'iDlz tl PARCEL 3 23,792 SQ. FT. 10.17 ~ I -- ; ,; PROPCr.m 10' RtGRr-OF-WAY ~11ON PARca 1 15,607 SQ.FT; ~ ~ VATER METERS " 10' CONCIu:.II:, DRM.iYAY PROPOSED 20' ~-usE ACCESS F.ASEMENT S-c E :. 2 0:- 3 NOTES. 1. '" ASTE'J A TER FOR ALL PARCELS 'JILL DRAIN TO SEPTIC SYSTEMS. 2. STORM'JATER FOR ALL PARCELS WILL DRAIN TO DRY \JELLS. 3. NO NEW' BUILDING SITES ARE PROPOSED AT THIS TIME. UTILITY POLE lEl PHlINE Ib.>c.I< ~ I 4. THERE ARE NO EXISTING STREET TREES ADJACENT TO THE PROPERTY AND NONE ARE PROPOSED. 6. THERE ARE ND EXISTING SIDEW'ALKS ADJACENT TO SITE AND NONE ARE PROPCSED. 7. NATURAL GAS IS NOT AVAILABLE FOR THE PROPERTY. 8. THERE ARE NO PUBLIC STCRMWATER DR 'JASTE'JATER AVAILABLE Tn SER'/E THE PRO~ERTY. 9. THERE ARE NO EXISTING STREET LIGHTS ADJACENT TO THE PROPERTY AND N~NE ARE PROPOSED. 10. ALL NE'W UTILITIES VlILLBE LOCATED UNDERGROUND. 11. \~E ARE NOT PROPOSING Tn DEDICATE RIGI-lT-OF-'JAY ALONG THE SDUTHERLY PORTION DF THE PROPERTY FOR THE FUTURE EXTENSION OF GARDEN A VENUE. GARDEN AVENUE VIAS DRIG!NALLY DE~!CATED ALONG THE SOUTHERLY BOUNDARY OF THISPRCPERTY PER THE PLAT OF DOUGLAS GARDENS. GARDEN AVENUE ~AS LATER VACATED ON APRIL 71 1960. 12. THERE IS AN EXISTING EASEMENT LISTED ON THE TITLE REPORT AS EXCt.t"TION 13. THE EASEMENT APPEARS TO NDT BE ON THE PROPERTY. UTILITY POLE ~ t ! i I: r 11 If REG~JU\ED PROFESSIONAL LAND SURVEYO to-:. A" OREGON JULY 14, 1m MARVIN S. KRUSH 1643 EX? JUNE 30, 2007 ~ ~ ~ Ca\CADL T\D'JG\042OAPRE.D\rIG G~A) ~G A~) :JAV\G -::J --A \ NOTES: " 1. BASE DRAWING AND ASSOCIATED DIMENSIONS AND ELEVATIONS PROVIDED BY KRUSH AND ASSOCIATES. 2. THERE ARE NO PROPOSED CUTS OR FILlS ON THE SUBJECT PROPERTY. 3. THE EXISTING STORM WATER FROM THE SHEDS CURRENTLY SHEET DRAINS TO THE LAWN AND SUBSEQUENTLY PERCOLATES INTO THE SOIL NEITHER SHED HAS GUTTERS. THE CONCRt.It:: BLOCKS SHEET DRAIN TO THE SIDES. NO OTHER IMPERVIOUS SURFACES CURRENTLY ARE LOCATED ON THE PROPERlY. PERVIOUS SURFACES PERCOLATE INTO THE SOIL AS THE VEGETATION AND RELATIVELY FLAT SLOPE PREVENT MUCH FLOW ACROSS THE SURFACE. 4. IT IS CURRENTLY PROPOSED THAT A SINGLE FAMILY DWELLING WILL BE BUILT ON PARCEL 1 WITHIN A YEAR. CONSTRUCTION ON PARCELS 2 AND 3 IS NOT SCHEDULED FOR 2 OR 3 YEARS AFTER COMPLETION OF CONSTRUCTION ON PARCEL 1. IT IS PROPOSED TO PLACE DRYWELLS ON EACH PARCEL TO SERVE THAT PARCEL EXCLUSIVELY. DRYWELLS WILL BE SIZED AND INSTALLED DURING THE SFD CONSTRUCTION PROCESS. SEE THE ATTACHED STORMWATER MANAGEMENT SYSTEM STUDY FOR ADDITIONAL INFORMATION. 5. THE DRIVEWAY SERVING PARCELS 2 AND 3 Will BE GRAVEL OR PAVED AND SLOPED TO THE NORTH. IF THE DRIVEWAY IS PAVED. A SWALE WilL BE INSTALLED ON THE NORTH SIDE OF THE DRIVEWAY WITHIN THE PROPOSED ACCESS EASEMENT. THE SWALE Will BE SIZED TO RETAIN THE STORMWATER FROM THE DRIVEWAY UNTIL IT CAN PERCOLATE INTO THE SOIL SEE THE ATTACHED STORMWATER MANAGEMENT SYSTEM ?TUDY FOR ADDITIONAL INFORMATION. 6. FOOTINGS FOR All FUTURE DEVELOPMENT MUST BE PLACED ON UNDISTURBED SOIL. ENGINEERED Fill, OR SPECIFICALLY ENGINEERED TO BRIDGE THE DISTURBED SOIL. DISTURBED SOil INCLUDES, BUT IS NOT LIMITED TO, ANY EXISTING FILL. SEPTIC TEST PITS. EXISTING AND OR REMOVED BURIED UTILITIES. AND FOOTING PADS OF REMOVED STRUCTURES. (NO STRUCTURES ARE PROPOSED FOR REMOVAL UNTIL DEVELOPMENT OF PARCEL 3) , I I 1 I I I I 8 I ........~.... I ---........... . "B.lRb I Abh/1'/ON 1'0 I J(k-AbOlf (J..bl:t ~ 4 18\ I 4'4'EN ESI'AI'8.~ I 6' ~ I ,,;J 475.701 8/t Cyclolle Fi I 6 I e Obscurli ellce rtl I I 119 "ota I I 6 I 475.70 I 5 179. 3 ' _ r ellCe 4 00" E r-.::::---...... - ~ ' 475.87 1 ........._-_~ 40.00 to ~ , \ ~ 0 \ 1 !l ..... \ 478.70 8 -\. '-!:to ::; ~ ~"-/ € ~ $ 47 . 0 0 0 PARCEf6fO 20.071 SQ. FT. H ~ :> 475.70 --- ....... ....... ~ t ex) ~ ~ PARCEL 3 20.367 SQ.FT. '"' I.tJ 8"W1LLOW 1 0' CONCRETE DRIVEWAY PROPOSED 20' ACCESS E'ASEMENT SITE DRAINAGE (USING RATIONAL METHOD) SMALL LEVEL SITE STUDY STORMWATER STAYS ON SITE 2 YR STORM. 10 MIN DURATION ASSUMES INSTANTANEOUS TIME OF CONCENTRATION Q=CIA C= 0.95 I = 1.4 IN/HR PARCEL 1: A = 2640 SF PROPOSED Q = 0.08 CFS A = 37 SF EXISTING FROM DRIVE Q = 0.001 CFS PARCEL. 2 A = 1189 SF EXISTING AND PROPOSED Q = 0.04 CFS PARCEL 3 A = 2050 SF EXISTING AND PROPOSED Q = 0.06 CFS FIRE HYDRANT ! ...oUTILITY POLE IEJ- PHONE RISER /)UI1E STREET --- ---- ---- - ---- - -- - - cr-UTILITY POLE LEGEND, u = EXISTING FENCE = OVERHEAD. POWER ..... =DIRECTION OF DRAINAGE -K OHP eGO.GO o =SPOT ELEVATIONS . I I 1 I 426.94 1 7 I 1'0 Ji'OUR.'1'lf 1I8.4JJO,; ,clfftl'ffn 10\' 'ST-AI'ES 6' Cedar \QI t 8 475.53 . Fellee 1 I -- - -. '\- - -..(~r 136.85 R APPROrM~TION OF ..;. UNE OF SMALl. TREES, :!....... 3--4 1/2- IN DIAMt.tr:.,( N ..t- .- ~~ ~\ b "0\. (I) \ ~ , I . 1 I I I 4' ood fycel1 -,., _____ A.7~A~: C ~ 18' 476.20 '0.17 ~ ~ Ale PROPOSED 10' t ~~1~NWAYIJ fl)a ~ C'! PARCEL 1 ~ N 15,247 SQ.FT. 1 c::.., 4)~ \..J \;;'u ~ \~! ~ ~ I 191~' ~ ~ b'} ....... ~ (1):-<< ~ ~ I ~ t)( 0 ~ / b~ '(I) ~ :s.. 10 UTIUlY POLE I I I I I I I I I I I I I I I 1 __ I -- . -. .... -- .... .... I ---...........1 JOB LOCATION: 18-02-06-42 #2600 \ . > <C 0..' -' I.LI o <C a: ~ . I- a: <C o...(/)....= a:~(/) O"~ IfI!..Zf"1 -~I") ::e I' I' v 1'0 Q')<.O m N ~I to ..N 01' -1 w~ - ~ u..v "LO Z '--/ 0::: a (/) . I- <C I- L La.I I- Wz Z <Cco :::> o~ N REVISIONS: MORTIER ENGINEERING P.C. 1245 PEARL STREET EUGENE, OREGON 97401 PHONE. (541) 484-9080 FAX. (541) 484-6859 THESE DRAWINGS, ARE THE PROPERTY OF MORTIER ENGINEERING P.C. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF MORTIER ENGINEERING P.C. DATE: 10}31/2005 FILE NAME: 1718853 Kniqhts DRAWN BY: TJM CHK'O BY: WORK ORDER NO. 17188 SHEET 53