The URL can be used to link to this page

Home My WebLink AboutMap APPLICANT 8/8/2008 SITE ASSESMENT OF EXISTING CONDITIONS t;; :I: 5 ,." t-= en :I: to ,." GARY P. CRDSS 460 WEST 25TH STREET ' EUGENE., DR 97405 603 33RD STREET SPRINGFIELD., OR 97478 TAX LOT 17-02-31-2-4 #2300 LOT 77 OLD WINDMILL TRACT OWNER- LDACTIDN- INDUSTRIAL AVE. J-!) . , --.:J .....J ~~ J;t- -:r c:. ~ ~ ~; , - 0 E d2f=~ ~~O ~~<i o..~O INDUSTRIAL AVE. KRUSH AND ASSOCIATES 607 HIGHWAY 99 NORTH EUGENE., DR 97402 (541) 686-9211 SURVEYOR' COMMERCIAL AVE . (/) LaJ (/) (/) <C IiJ I- - (/) COMMERCIAL AVE LOG POND LaJ Z ::J lii 0 ~ t;; a::: :t: ...J to ~ :I: N 5 ,." NOTES: 1. BASE DRAWING AND ASSOCIATED DIMENSIONS AND ELEVATIONS PROVIDED BY KRUSH AND ASSOCIATES. 2. THERE ARE NO WATERCOURSES OR REQUIRED RIPARIAN SETBACKS ON THIS PROPERTY. THERE ARE NO KNOWN WETLANDS 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. THIS SITE IS IN THE 10 YEAR WELLHEAD TIME OF TRAVEL ZONE. 6. THE SOIL TYPE AT THIS SITE PER THE SOIL SURVEY OF LANE COUNTY IS 6 AWBRIG - URBAN LAND COMPLEX WITH A WATER TABLE "DEPTH 0-12 INCHES FROM NOVEMBER TO MAY". RECORDS FROM THE STATE OF OREGON WATER RESOURCES DEPARMENT WEB SITE PUTS THE WATER TABLE FROM NOVEMBER TO MAY AT 4 FEET TO 8 FEET DEEP FOR LOCATIONS WITHIN 1 MILE OF THE SITE. 7. E STREET IS IMPROVED WITH CURBS AND GUlTERS. 8. THE EXISTING HOUSE HAS GUlTERS WHICH TERMINATE UNDERGROUND AND APPEAR TO DRAIN TO A PIPE THAT OUTFLOWS TO THE DITCH ALONG 33RD STREET. t;C e (..!:j => <:( E ST. t;; TYSON PARK 0 z N t;; ,." 0 a::: ,." ,." t;; t;; Iii tii ..J tii tii a.. :t: :I: :t: :t: :I: :I: :I: to I- ~ to to U) I- b ,." ,." ,." ,." ,." m ,." ~ MAIN ST. z It) 0 - 0 - W CD I- ~ ~ Ul '" m II: Ul m ~ <C 0 :r: tI') 0.. a::: l- I u LO a::: LO N 0 -q- IiJ >- tI') a::: - - > <( 3: w" - C) Z....... I- 0 W-q- Z CD C)1t) -q- ::J'-' IiJ W I- t;; VICINITY MAP NO SCALE ~ N ,." ui OREGON AVE 9. ALL STRUCTURES AND TREES SHOWN WILL REMAIN AFTER PARTITION. UNLESS NOTED OTHERWISE. ~c~ ~Q~\\'\' D ~~ o O\J \.,O~ 1 0 0 N ..... =It::: 0 ~ I 0 N to I N ..... ..... ,." PARCEL 2 I N 6464 SQFT 0 I I"- ..... 010. HAWTHORN b ~ ...J 0 x Ii ~ "0 U) I I REVISIONS: 5' SIDEWALK tlJRTIER ENGINEERING p.c. 1245 PEARL STREET EllENE. [REGEIf 97401 PIOE. <S4D 484-9080 FAX. <S4D 484-6859 THESE DRAWINGS ARE THE PROPERTY or MORTIER ENGINEERING P.C. AND ARE NOT TO BE USED DR REPRODUCED IN ANY MANNER EXCEPT VITH THE PROPER VRITTEN PERMISSION OF' MORTIER ENGINEERING P.C. DATE: 4/22/2008 FILE NAME: 18927S1.DWG DRAWN BY: TJM CHK'D BY: · WATER-lINE IJ.J I: Z 0 ::J & ,." b ~ ,." 3': b 24' .C. - . z ex) E STREET 60" R.O.W. 8- ASH 0 N 89-29'30" W 125.41 LOT 78 OLD WINDMILL TRACT WORK ORDER NO. 18927- TJM ::r g c $EET 1 C - 0.9 I - 1.4 IN/HR A - 1288 SF Q II: 0.04 CFS PARCEL 2 THERE ARE CURRENTlY NO IMPERVIOUS SURFACES ON PARCEL 2. ALL STORMWATER PERCOLATES INTO SOIL 1. CONTOUR UNES NOT SHOWN SINCE lOT IS RElATIVElY FlAT. SEE ElEVAllONS. 2. THE EXISTING STORM WATER FROM THE EXISTlNG HOUSE DRAINS TO GUTTERS AND DOWNSPOUTS WHICH TERMINATE UNDERGROUND. IT APPE'ARS THESE DOUNSPOUlS DRAIN TO AN UNDERGROUND PIPE WHICH DRAINS TO THE DITCH ON 33RD ST. STORM WATER FROM THE EXISTING DRIVEWAY CURRENTlY SHEET DRAlNES ^ TO THE LAWN AND SUBSEQUENTlY PERCOLATES INTO THE SOIL EXISTING IMPERVIOUS SURFACES STORMWATER flOWS ARE TO REMAIN AS EXISTING. 3. THE ONLY IMPERVIOUS SURFACES ON THE PARCElS ARE THE EXISTING HOUSE AND DRIVEWAY ON PARCEL 1. ALl IMPERVIOUS SURFACES SHOWN ARE TO REMAIN. ALL OTHER AREAS ARE PERVIOUS. THE RElATIVELY FLAT GROUND SURFACE MEANS THE STORM WATER STRIKING EARTH DOES NOT flOW SIGNIFICANTlY, BUT INSTEAD PERCOLATES INTO THE SOil WHERE IT FALLS. 4. A DRIVEWAY IS PROPOSED ON THE CIlY RIGHT-OF-WAY. THIS DRIVEWAY WILL DRAIN TO .-e:- STREET OR THE GRASS AREA ON EITHER SIDE THE DRIVEWAY. 5. NO IMPERVIOUS SURFACES OR STORMWATER ElEMENTS ARE CURRENTLY PROPOSED FOR PARCEL 2. IT IS ANTICIPATED AT A FUTURE llME THAT A SINGLE FAMILY DWELUNG WILL BE. BUILT ON THIS PARCEL THE STORMWATER FROM FUTURE IMPERVIOUS SURFACES MAY DRAIN TO E ST THROUGH A WEEP HOLE IN THE CURB. A SEPERATE PERMIT FROM. THE CITY OF SPRINGFIELD IS REQUIRED FOR FUTURE WORK IN THE CITY RIGHT OF WAY. 6. SEE THE ATTACHED STORMWATER MANAGEMENT SYSTEM STUDY FOR ADDmONAL INFORMATION ON THE ANTICIPATED FUTURE CHANGES TO THE LOTS. GRADING AND PAVING PLAN OVlNERI GARY P. CROSS 460 VlEST 25TH STREET EUGENE, OR 97405 603 33RD STREET SPRINGFIELD, OR 97478 TAX LOT 17-02-31-2-4 #2300 lOT 77 OLD WINDMill TRACT SITE DRAINAGE (USING RATIONAL METHOD) NOTES: LOACTIONI SMALL LEVEL SITE STUDY STORMWATER STAYS ON SITE 2 YR STORM, 10 MIN DURA1lON ASSUMES INSTANTANEOUS llME OF CONCENTRAll0N FLOW RATES ARE EXISTING AND PROPOSED. Q-CIA SURVEYORI KRUSH AND ASSOCIATES 607 HIGHVlAY 99 NORTH EUGENE, OR 97402 (541) 686-9211 PARCEL 1: :> c( a.. ell 1.&.1 Q c( a: CJ :::) -< LEGEND: DIRECTION OF DRAINAGE ... BUILDING DOWNSPOUTS ODS o o &ti N ...- 0 0 N ...- ::at:: .q. I N I ...- ,.,., I N 0 I '"', ...- b ;: ....J d g fi b CO Z LO 0 . 0 - W (0 I- (J)~ .q- f' Ol II: (J) Ol ~, c( O:r: t") 0:::1- I a.. ULO 0::: LO N 0 .q- La.I ~ t") . a > C3 3: w ,-... - Z.... I- 0 W.q- Z CO "LO .q- ::>~ La.I w I- ...- eo' ,." b (/) \ REVISIONS: 5' SIDEWALK 60" R.O.W. t:i~ w 0:: Iii o 0:: ,." ,." I: o ,." b ,." b E STREET DIiINEERING p.c. 1245 PEARL STREET EUGENE, 1R:(Dt 97401 PIOE. CS4D 484-98 FAXa <541> 484-689 THESE DRAVINGS ARE THE PROPERTY OF MDRTIER ENGINEERING P.C. AND ARE NDT TD BE USED DR REPRODUCED IN ANY MANNER EXCEPT VITH THE PROPER VRITTEN PERMISSION DF MORTIER ENGINEERING P.C. DATE: 4/22/2008 FILE NAME: 18927S3.DWG DRAWN BY: TJM CHK'D BY: ~'\. l"> l>.t 24' .C. 1 O. CUI..: lOT 78 OLD WINDMill TRACT WORK ORDER. NO. 18927- TJM :I: g o 8f.EET 3 60. R.O.W. LAND D V S ON PLAN OWNER. GARY P. CROSS 460 ~EST 25TH STREET EUGEN~ OR 97405 603 33RD STREET SPRINGFIELD, OR 97478 TAX LOT 17-02-31-2-4 #2300 LOT 77 OLD WINDMILL TRACT NOTES: 1. THE NEAREST FIRE HYDRANT IS 15 FEET NORTH AND 79 FEET WEST OF OUR NORTHWEST PROPER1Y CORNER. 2. STORM WATER FROM PARCEL 1 WILL DRAIN TO DRAINAGE DITCH ALONG 33RD STREET PARCEL 2 WILL DRAIN TO CATCH BASIN ON E STREET. LIJACTION- 3. THERE ARE NO EXISTING STREET TREES ADJACENT TO THE PROPER1Y AND NO NEW ONES ARE PROPOSED. 4. THE EXISTING STREIT UGHT ADJACENT TO THE PROPER1Y IS. LOCATED NEAR THE NORTHWEST PROPER1Y CORNER. 5. ELEVATIONS ARE BASED ON BENCHMARK PNO 212, BEING A SQUARE IN THE TOP FACE OF THE CURB WEST END OF CURB RETURN. SOUTHWEST CORNER OF INTERSECTION 18TH AND G STREET. ELEVATION == 461.60 6. THE NEAREST BUS STOP IS ON THE NORTH SIDE OF MAIN STREET ACROSS FROM TIiE INTERSETlON OF 32ND STREET. 7. THE PROPOSED DRIVEWAY SERVING PARCEL 2 WILL BE CONSTRUCTED DURING TI-fE BUILDING PERMIT PROCESS. 8. All.. NEW UTILITIES FOR PARCEL 2 WILL BE LOCATED UNDERGROUND. ANY NEW UTIUTlES SERVING PARCEL 2 WILL BE INSTALLED DURING THE BUILDING PERMIT PROCESS. 9. THE OVERHEAD UTILITY UNES SERVING PARCEL 1, WHICH CROSS PARCEL 2. WILL BE PLACED UNDERGROUND. SURVEYDRI KRUSH AND ASSOCIATES 607 HIGH\! A Y 99 NORTH EUGEN~ DR 97402 (541) 686-9211 RESIDENTIAL W A TER=S.U.B. ELECTRIC=S.U.B. SEWER=CITY OF SPRINGFIELD GAS=NW NA TURAL PHONE=Q'WEST CABLE=COMCAST JUNE 25" 2008 LAND USEs UTILITIES. DA TEl ~~(j'\ ~\1\~ ~\~ o \,.\) \\ 10 \..0 0 0 N ...- =1::: ~ 1 '" 1 ...- tor) t '" 0 I f'-. ...- RJ t- ;: g d ~ 10"HAWrHORN ~ ~ . .. 0 CO ~.HAWrHORN ;~ ~ 5' SIDEWALK i It o tI') ... o tr) b rt1 to ~ ~ bl 'O~ ~ --0 .-J. , 'HC__ "- ........ . .. PARCEL 1 OHc 'qy,o. 5,589 SQFT --........._ '. --"0171 . "- _ _ ~~SED ~ PUEl c____ --::~ -S....WATER LINE ~.> - - 68.3 N 89-29'30" W 125.41 PROPOSED 10' PUE . 1 1 I I ;--- 6- WATER-UNE r--------- I E STREET I 24' tC. ~z ~I ~ "'> ~ LOT 78 OLD WINDMILL TRACT g o ~~ o N e REGISTERED PROFESStONAL LAND SURVEYO OREGON JUt..V 1~ 1978 MARVIN S. KRUSH 1643 EX? JUNE 30. 2009 JoB 07-10