<br />- <br />_ <br />. ~ ~ r, T D~ <br />~ w ~ ~ as ~ _:A~ f0 o m ° _ <br />f. r - r. - , < ? ~5 <<, <br />e~j ~ r £ x ~ <br />D / , ~ ~ J/~J BRACT 'C' <br />i~~ ~ ~ r8 ~ 1!1/11/1 C t ~ ro u ° cgs me ~n~ 3L3~$ - ( I s ,~l _ <br />~e ~"~}4 ~ ~ : \ \ <br />4 9~ - x r ~ Z Z ~ 1 ~ ~ ~ a b, w <br />, t , m ~ $ TRACT Ip1 m r ~ , ~ ~ ~ 7 ~ ~ <br />+ ~f a~ ~ a. r A c ~ _ e. ~;u <br />~ ,s per''` t .c ~ <br />v ~ Lor zi ~f~ j <br />~ ~ ° ~ ~gr.~ i ' , ~ ~ : 0 , ~ co <br />, ~.e ~ ~ ~a,~ ~ LOr 23 <br />i ..~r ~ ~PK79 \ ~ a' rs 'eQR 2S i C/y T <br />1 tlM 313?1 a ~ e~ 13?JONOD ~ 4. ~ k- . °b~ e~ ~ ~ 2 x f <br /> w ~ A ~w ty , ~ .s ~ ~ ~ m ~ <br />L__-r ~ r S 0 ~ ~ ~s <br />~ ~ ~ ~ ~ nor 20 ~ r ~ ~ z m r„ V n tl ~ ~ wr 5 to 2 ~ 0 4~ ~ ~2 ~ y <br />a EXISTING HOU~E~ A N a ~ V ~ / < ~ ~ <br />~ ~ TO REMAIN m~ ~n 2802 MFG env ~ \ w"'s.,t L.. r vx cif ~ ~ ~ \ 'i moi ®a ~ , 4' mcZi f ~ I \ ~ o~ \ : ~t >8 <br />G ~D [m ~ @ I r. o{ v~ `"Su`, A ~ ~ { Ci ~ aw~a rangy ~ y z # •i 1~ agg~ r~ o e <br />uAx~ m NItlM 313aDNOD ~ 3 0 h a. - <br />4 Q Q o vxn iz \ ~ u~ LOT 32 ~ ~ ' ~ n ° ~ ~ 1 ~ yes ~ <br />DOO } ~ 01Z T. p - w <br />n 2603 p g I ~ 0 I v' l v rn y~ QS - ata WW ~ a ~ r„ n A i~, a~ ~ s SPHALr, 1 - WW <br /> 4 ` W _ ~ ~ ~_i ~ _ I e ~ ~a ~ r - W -1- ~r <br />~F EH ~A ~ EXISTIN 3 UNIT ~ ~ ' ~ it ~ ~ , i - - WW- _ f~ e ~ w 8 6, im ~l~Cp~\G <br />~ Af ~ ~ APT. 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P~ ~1s,~ ,.f <br /> X44- ~ \ <br />L <br />25' R/W PRIVATE R ADWAY <br />LOuV PT :ITA~ 0+44.59 HIGH PT STAB ~:+4488 4 88 I LOW PT STAB G+80.00 LOW PT STAB 7+95.00 HIGH PT STAB 9+91.2f: <br />14.5' 10,5' LO'JJ PT E:LEV~ 883,97 HIGH PT ELEV~ 903.91 )3.91 LOW PT ELEV~ 884.23 LUW PT ELEV~ 887.98 HIGH PT ELEV~ 907.89 I c~ <br />PVI STA~0+84.59 - PVI STA~2+4-x,94 ~ 135 PVI ELL-V~88677 PVI E:LEV~911,z7 4 PVI (~TA•7+IiJ.00 PVI ~~TA~8+50.00 PVI STA~9+89.73 ~ I ~ PVI ELEV~890.i8 PVI E.LEV 8E 4.58 PVI ELEV~911.14 <br />6" 21' PAVING 6" K~10,00 K~6,13 K21.21 K~10.00 K~3.10 <br />930 LVC~80.00 LUC~190.00 CURB CURB i zn _ _ - _ LVO60.00 _ I _ L'JC~I10.00 _ LI/090.00 _ _ _ _ _ _.i 930 <br />1 `l v ~r r LOW PT STAB 5+12.58 O ~ O tD O tc .p ~ i~ ~ ~ ~ LOW PT STAB 10+99.41 m f I 10+99.41 ir) <br />S~ S7 3.5' 10.5' 10.5' in 6~1 in N ~ O ,S N N r d) p . LOW F'T ELE'J~ 882.35 p p ~ p o' o i~ ~ r ~ LOW PT ELEV~ 900.22 ~ c~co ~rilr rile + J: 900.22 <br />F~~'DFc~I' SIDEWALK ~ G ~0 ~ ~ s~ti~o 15'pP~1~~ 125 co ..v ~ ~ m ~r ~ PVI STA•4~34.85 ~ ro ~ co p ~ p ~ p rn p PVI STA~10+76.07 - +76.07 + <br />2q E w ~n w ~ w 'ro .ao .m +I~ +ro - PVI ELEV~381.36 ~ p PVI ELEV~l399.06 n~ - ~ r , ~ i~ K~10.48 399.06 2 <br />` iDU UU UU 920 I ..w ..w ~ ..w :~w ..w K~4.52 Q 1 c~ ~ I_VC~18C.00 ~ . > _ ~ > ~ > ~ ~ ~ ~ ~ ~ ~ LVC~80.00 ~ .00, 0 920 <br />\V~' i ~ n ~ > > > » 1F ~p ~ ~T~, _ ~s. ~°1~ ~ ~~v inw il.iW mm 15. Q~ G ~ ~ , tip. ~ . r~' ~ S S~ _I J.. . j w - > iii LC i w ~ ~ _ > - ~i Cp yin N m W m ~J i~ ~ <br />51.015'(~~ STANDARD F ~,~FF~I I i r ip ~ lU . . <br />E~ CURB ~~ST Tp _ _ _ . _ _ . . . tic 115 ~ ~ ~ m <br />LEVEL 3, 1/2" DENSE 1 1/2"-0 COMPACTED CRUSHED ~ <br />STANDARD GRADED HMAC. THICKNESS ROCK, THICKNESS PER GEOTECH ~ ~ , ~ PER GEOTECH RECOMMENDATIONS CURB 910 i~J U U > > I 910 <br />RECOMMENDATIONS i v ~ ~ + / ~ A . , I I I _ _ _ ,T. ~ I~ w _ _ ai i 'J }1J <br />o s <br />- i <br />105 a ~ <br />PR P ED PRIVATE R AD ~ ~ ~ ~ 900 ~ ~ ~ 7~g 900 <br />Y ~ \ inn ~ _ i TYPI AL R E TI N ~ - <br />~i m i/ I EL.EV:90 <br />SCALE: i "-5' > W ~i / Op , _ . 0,~ ~ ~ _ . <br />X95 0 ~5 Q ~ I - - - ~ ~ EXISTING GRADE 15 PROPOSED GRADE CL <br />~ F . ~ ~ LEFT OF CENTEIZLIN~ ~ <br />890 inn 890 <br />r I . / ~ ~ I ~ _ _ i -ti _ _ J ~ ~ - - e _ 4.00 _ . <br /> EXSTING GRADE 10.5 ~ - - ~ _ ~ _ - _ s - <br />X85 i ~ . RIGHT OF CENTERLINE 17% _ _ , ~L. - -----E_ . <br /> i ~ 880 <br />880 J! APPROX. VERTICAL APPROX VERIICAL L0~^J~0"J 0~ <br /> w~,HUViv yr C~ EXISTING GRADE C9' CLJ ` ( ) I VAULT TYP <br />40 0 VAULT (NP.) . <br />X75 I <br />870 _ »n 8 70 <br />0+00 1 +00 2+00 3+0 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+DO 11 +00 1 1 +00 <br />_,i V <br />C <br />Since 1977 <br />civil transportation <br />structural ~ geotechnical <br />SURVEYING FOR CONSTRUCTION <br />310 5th Street <br />Springfield, OR 97477 <br />p: 541.746.0637 f: 541.746.0389 CT TO AGENCY REVIEW <br />www.BranchEngineering.com <br />Springfield OR I Salem OR <br /> Scale: 1" = 30 I Proj. No. <br />SCHIRMER SATRE GROUP <br />375 West 4th, Suite 201, Eugene OR 97401 ■ # Date Description ion 14-020 Drawn By <br />Phone: 541.686.4540 Fax: 541,686.4577 ~ P RED ROF Fs 1 6119/17 Com leteness ■ ~ s~ p .eness ARS SHEET NO. <br />■ www.schirmersatre.com ~IN~ O <br /> 0 15 30 60 ~ ~ ~ , #~93zPE ~ ~ 8122117 Completeness I ;eness Checked <br />+ ~1~ + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Di ignedbyNathan on Date: 2018.01.2414:34:22-08'00' 4 1119/18 Lot 33, 34 Utilities <br />ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Z o~EOON ~ 34 Utilities NP <br />~ ~ COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 9]' °~c tio~` O I Date <br />PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY N ti ~ q ~ MAR. 3, 2017 <br />1 ~ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND ~ ~ ~ ~ PA1 <br />CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ EXPIRES: DECEMBER 31, 2018 Phase C4 <br />UNAUTHORIZED REUSE OF THESE PLANSBYATHIRDPARTY,THETHIRD NEAR CAPITAL HILL AND SPRING BLVD EUGENE OREGON PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. > <br />©2017, SCHIRMER SATRE GROUP <br />