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