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HomeMy WebLinkAboutSite Plans (Supplemental 8-10-15)NOTES: LEGEND OA'NER & APPLICANT r;°. WALTER DEVELOPMENT LLC 1. ALL NEW ON-SITE UTILITIES SHALL BE PLACED IN C I SITE BOUNDARY LINE CATCH BASIN ATTN: TOM WALTER OMPL ANCE WITH EUGENE CODE SEC. 9.6775. _ranc 2863 RNERWALK LOOP 2. PROPOSED WATER MAIN SIZES AND LOCATIONS TO BE AC PAVING " WASTEWATER MANHOLE E'N'GINEERING. EUGENE, OR 97401 DE>'ERMINED 8Y E.W.EB. 43RD AVE Since 1977 z 3, NEW PAVING FOR JOINT USE DRIVEWAY = 8200 SF CURB FIRE HYDRANT BENCHMARK DATUM 4. THE OPEN SPACE TRACT WILL 8E HELD IN COMMON BRAE BURN ~ ~ ~ civil ~ transportation OWNERSHIP 8Y THE OWNERS OF LOTS 1-10 WITH A TOP OF BANK o ~ structural ~ 9eotechnical CITY OF EUGENE BENCHMARK #SE WATER VALVE Q SURVEYING 1054: FOUND 3" D1A. BRASS BLANKET EASEMENT ALLOWING USE BY ALL THE LOTS. ........_._.~~~.._"..x EXISTING DITCH w/ DISK IN TOP FACE OF CURB AT 5. THE PROPOSED PUBLIC WASTEWATER MA1N WILL BE FLOW DIRECTION ARROW MAIL BOX ~ 2 w 43RD AVE 310 5th Street SOUTHWEST CORNER OF FOX CONSTRUCTED PRIVATELY THROUGH THE PEPI PROCESS. PROPOSED DITCH w/ r:,;; f;;,.~.-;~ 4jry AVE ~ Springfield, OR 97477 HOLLOW RD & DONALD ST. FLOW DIRECTION ARROW , GREATER THAN 20q SLOPE ~ p: 541.746.0637 ELEVATION = 779.12 ,~~n~~, ~vr ~h~~~.~~, 30 FT V 48tH AVE ~ R~~ Q f: 541.746.0389 'ti ti WASTEWATER SEWER EGETATIVE BUFFER ZONING a.... ~......m .n~. S ~~~y cs~ AVE 3 www.BranchEngineering.com Springfield OR I Salem OR Gf~P OVERHEAD POWER AVE ~ a R1 -LOW DENSITY RESIDENTIAL PROPOSED STREET PAVING W1DTN D METRO PLAN DESIGNATION ~ WATER MAIN m REGI8TERED LOW DENSITY RESIDENTIAL EASEMENT ~ FUTURE SIDEWALK PROFESSIONAL E~ STING USE LAND SURVEYOR G TELEPHONE RISER VACANT enee ReneeClough UTILITY POLE AND ANCHOR ~ Q /"lOU 4, Date:2015.07.15 V' `C 1. I I OREGON PROPOSED CURB a NOVEMBER 30, 2007 RENEE CLOUGH ww PROPOSED WASTEWATER SEWER LINE s9isue 0 v ~e EXPIRES December 30, 2015 --dur PROPOSED JOINT UTILITY TRENCH QO ~Q~ so PROPOSED STORMWATER SEWER INE project title: PROPOSED WASTEWATER MANHOLE LEGEND ~ ~ FIRE HYDRANT ~o~ 0 m BUS STOP P~,P S ~ r ~ 1 y~ ~ WY N \r i. ~C .m ,nom.,. a ,r/ a°m~ ~ OWE Rp , -Received Exrsr~c la PuE ; o~A m~.. AUG 10 2015 ~ P v m ~ /g ~ m`"am~ ~ //~+m" P ~ , ER , C U~~ EN S VICINITY MAP P ann ng p 9 sion SP Eg ,%m V ~ ~ Ex+sr~ ~ PuE CL EXISTING 14 P11f ; SCALE: 1 "=2000' ~.f ro0' TL 800 " , r,," o. O r ~ TL 1000 r'I h TL 700 f .f U Lor 7 ~ O 15,x,,. 5 ,f'~ 6, 799 SF ~ ~ 1 m~ X12" ti• w; p 12~ ..r~ d1 e~ f O / 0..~ ` ~ , 6 30' T USEp TL 200 1 G ~ _ w S 60 EA El~E1V?10 j d-135400 ~ ~ ~ a ~ R=316.47 a y,i, t o N. ~ ~ L=76.78 / LOT 8 000 ~ ~ ~ ~ 5108 SF ~ LO 4 000 a ~ N r ~ r, ~ ~ , INDMDUAL WASTEWATER ~ ~ ~ ~ PRESSURE LINE FOR ~ r EACN LCT L TL i 02 ` 5 ~ 1 / ..~r N. u~ ~ ~ 18 OPEN ~ ~ h T 9 o m Z 0 DRAINAGE 5,912 S TYPICAL JDINT UTILITY TRENCH Q ~ " ~ w CONVEYANCE ~ S DITCH X SCALE: NONE N y~ ~ ~ , ~ LOT 5 ~ ~ 95 ~ o~", ~JriP`` ~ PROPOSED 10' PRIVATE 8,63 5F G~ ~ s~ urxlrr EASE,~Nr 15 ~ PROP, ~ ~ LOT 6 ~ I d ..~.M..«•.°'°°' 7' Ply m ~ 21,864 SF ~ ,~J LOT 10 ~ N~ WWN " ~ 7,203 SF a; ...~~~°m w~. LOT 3 ~ DITCH INLET -Rs52 ' f ~ ~ I \ o _ 3,623 SF ~ TO PICK UP ~ N N LOT 2 ~ ON-ROADWAY o, 1= - Z 10,023 RUNOFF SD 3p ~ DETENAON o ~ 1 ~ w LOT i FACILITY I N V ~ tP o X12,367 SF Sp r ■ ~ NEW OPEN ~ i : ' `f',' 'c,+ ' DRAINAGE 'F'`~~ I i CON Y ~ 11 1200 VE ANCE " ' ~ . n FLOW D1TCH ~ . ' r ji. SPREADER ~ , , : ' ~ i ~ . r'te` 3 ,~a' , / i a ~ , / ,,,~y . ,,51 . J,. ' A. / r , ■ J ~ fir. i , i,~~' r r~,.i r, , , ~ . ~r A ~ , rr: / ~ WATER QUALITY fi -TREATMENT SWALE' ~r i , ~ ~ ~ 1 f , ~FY.yL ~ ~ ` 'rr3 , ~i, ~ ~ ~ ? I'•' F' e ~ 1 'I ~ , F°'~ r'pF , -~A.~-;'' '-~"'".a:'7` - fir' r, , F = "r ;1 PAM ~S~ACl~','' F`,''~ "=>`*,r~~`_'~ i .94 895 SF ' it ` ~i _ _ _ W . ~"w~ ';r a 'fir' ' ~ _ a ~ , ~ ~ , ; r' ~„u.. ~ ' i`, i . '"i . • m 0 ' --4 ~ llrr ~4~ ~ .„,.,,,gym °~7,Ciy ti"~., ~I J ' / ~ `~N. `Gyp ;.r: ~r; ``i,'. ~ \ f r ~ , , 9 ~ Ta\ M ~ ,v. a "`~~mo ~c.~ , ~ ' t N r n ~y ~ ~ , r , ~~r ~ 4 r r r ~ d=287843 ~.w ~ ti R=766.2 ~`ti ~ ~ ~ L=378.61 ` ~ i i..~~ ~ ~ ~ O~ `~ti\. N85 O o~w., m~, ~ 6 DO W 309.8 o ~ ~ 0 5 GRAPHIC SCALE TL 4500 x r ~ ti 0 50 0 25 50 100 ~ t g IN FEET 0 i tJ copyright © 2014 Branch Engineering, Inc. ~ I