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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/6/2006 ///' LOT/IF 5.126 10FT. / / / // I 1\ "' , I II ~~ 7F _ _______- _ J '~-........ ./ ------ . ""'" ~ LOT 4 LOT 3'"""____.. 5.186 SO.FT. 5.126 SOH. ---------, '"" ''''-.. ~ 'k, '", ....., I.e.. / )" 576.7 10' STM' ;,.., ........ ........ - -" FL 'In "~'/. . ~8' Ie I .- ~ - -.._~ " -=:: 9- . --'~'--_U_-~---.~7/ I -~\ - /' LOT 2 5.126 SOH. /" ~-.,- 'j ,1 \f) ~ I ,~r-0\ I n^\yf I \ \ LOT 8 V \ \ 8.187 SOFT. \ \ 10\ ( \ , \ \ \ ~ (,I ~) ) \ \ \, \ ~ \ \ \ C ((, ,1, '\ \ \ \\r \ \. \ '\ I'i - \, \ \ \ . \, .', \-.\ \ \ LOT 6 ". \ 1,. \ A '. . Vl. 5.126 SOFT. \ \ It. \ \, \ \ ,~ \ " I I" \ '. \ \' \,.: \ , ,,' I ~ \YLOT 7 I ~ \, 01 \3 \ ::->.;l" /1 &; \ 5.122 SOFT. ! \. "It \ 3~ '\ \ ! I j {J ~1 \ ~. _---t ---::::....-1/1 ---1r /f ............-i~~ ; .l; J ,~." I I,' I I I:' '.I~ a:!-.J ~ I ~ ~ ~lJ' I~ )~J'~!~ ~VI2Y,.r' , " /112Y. /J I If \'-- ,,/ -\ .;-'--,/ -;- I -----;} -- I I , PRE-SUBM\TIAL RECIO NO" 6 2006 JONS LANDING GRADING AND PAVING PLAN (pa-J) \y,^, So(Lt---\ ~vD~ =----_.~-~-~-'.......""~ """ "" ., " F\ ~~o ~PP:"-S0t3 \{~ 7~~(p -abqt LEGEND: o - PROPOSED CURB INLET - PROPOSED CURB INLET I- W WI ~ 1\ ~\ // ~~176'~~ I '", ..' /'~-, Lf') F.L. .~ // /Ie 573.0 / II) ~ I ~ ~ i ~ 1// w I ,'" ----~ -/A"l -"""'. " ~ .\ · \ '06~O:O~' \ \ , ". o [Q] @ - EXISTING CURB INLET - EXISTING STORM WATER MANHOLE 570 / FINISH CONTOUR (A T ROADWAY) / CLIENT: DON HORTON 780 S. 57TH STREET SPRINGFIELD. OR 97478 LOCA TION: 18-02-04-11 #5300 780 S. 57TH STREET SPRINGFIELD. OR 97478 POAGE ENGINEERING & SURVEYING INC. 990 OBIE STREET EUGENE. OR 97402 (541) 485-4505 ENGINEER: ZONING: LDR UTILITIES: WATER - SUB. ELECTRIC = SUB, SEWER - CITY OF SPRINGFIELD GAS - NW NATURAL PHONE - U.S. WEST CABLE - COMCAST AUGUST 3. 2006 DATE: NOTES: BASED ON DISCUSSIONS WITH CITY STAFF. THE EXISTING OFF SITE WATER QUALITY FACILITIES WITHIN THIS BASIN ARE ADEQUATE TO ACCOMODA TE THE ADDITIONAL MINOR FLOWS. FACILITIES ASSOCIATED SPECIFICALLY WITH THIS DEVELOPMENT MAY INCLUDE DOUBLE CHAMBER CA TCH BASINS. AS REQUIRED DURING THE PUBLIC IMROVEMENTS REVIEW PROCESS. APPRO X 450 CY. CUT AND APPROXIMA TEL Y 450 c.Y. FILL WILL BE REQUIRED FOR THE ROAD IMPROVEMENTS. NO STRUCTURAL FILL IS ANTICIPATED. THE EASTERLY 100 FEET OF THE SUBJECT PROPERTY HAS A 15% SLOPE. 3TORMWATER MANHOLE RIM-95.21. IE-90.0I. PRE-SUBMITTAl REC'D -~- '.". "". 11- ~- o~ I ) \...1 cu:-~~ ~I ~