|
50' R/W 50' R/W
<br />6" ~ 21' PAVING 6" CURB CURB 6" ~ 21' PAVING 6" CURB CURB
<br />VARIES VARIES VARIES VARIES 3.5' VARIES VARIES VARIES VARIES 3.5' VARIES
<br />LANDSCAPE STRIP SIDEWALK LANDSCAPE STRIP CROWN AT CENTER SIDEWALK
<br />EXISTING 1 G ,gyp EDGE OF AC 2~ 15'pQE ~G ' OF STREET G •(0
<br />2q _ 51, 15'(1 2% 2~ f 2% 15'GP~ ~G -i 5~`~15~1
<br />NOTE: SEE NEW
<br />PERVIOUS PAVING i `~-"L j SECTION ON SHEET C2. ~ NOTE SEE NEW ~ _ ! ~
<br />NEW PERVIOUS PERVIOUS PAVING
<br />PAVEMENT STANDARD SECTION ON SHEET C2. STANDARD
<br />EXISTING OPEN CRUSHED CURB CURB NEW PERVIOUS STANDARD PAVEMENT CURB
<br />AC TO AGGREGATE CLEAN CRUSHED AGGREGATE REMAIN FILTER COURSE STONE RESERVOIR OPEN CRUSHED CLEAN CRUSHED AGGREGATE
<br />FILTER FABRIC AGGREGATE STONE RESERVOIR
<br />LAYER FILTER COURSE FILTER FABRIC LAYER
<br />PR P ED APITAL DRIVE PR P ED APITAL DRIVE
<br />R E TI N R E TI N
<br />PRIVATE DRIVE SOUTH TO PRIVATE DRIVE NORTH PRIVATE DRIVE NORTH TO HENDRICKS PARK
<br />SCALE: 1 "=5' SCALE: 1 "=5'
<br />_ )[AO ~~~I '~.i.__-' ~ i Ft ~ ALIGNMENT EQUATION/TRANSITION; <EXISTING EASTERN EDGE OF ASPHALT>
<br /> 7+98.60=<WESTER GUTTER ALIGNMENT STATION> 8+74.55.*
<br />,.J / If
<br />d`~ ~ ~ ~ *THERE IS A 14' SHIFT WEST AT THE TRANSITION FROM THE EXISTING
<br />. ~ 3+'APITAL DRIVE >o ~ EASTERN EDGE ALIGNMENT TO THE WESTERN GUTTER ALIGNMENT AT THE E Zx4~~pp ~ STATIONS NOTED ABOVE.
<br />~
<br />~ .i'j "~r~x ~ . - ~r , -".904 X06 _ Z IA9Z )4 ~ ~~06
<br />,lam.-- _ - 908 ~ -l---.gln
<br />STREE - \ 9/
<br />UTA DER ,r< = ,
<br />C ~A - r ~4~~~
<br />_ ~ ~
<br />o - S k
<br />c+ o i'4 r ` "o '
<br />~ _-_ww- _ _ - ~ ~
<br />o. ,..s,~-.~~~--~~~'- ~ ~ ~ ~ ~ 1,1 ZZ I ~ ~a./~ 8 p
<br />L EXISTING EASTERN _ ~ x s° ~ V
<br />~W EDGE OF ASPHALT c z± C~ OG % '7 /
<br />ALIGNMENT START mob'" ~ A° x ~ a~ ~ 1 ~ \
<br />A`~ 1 x n
<br />~b ~ ~ ~ \ Ap xo x s/` ncD
<br /> Z x jW O Z I CQM x C ~ F •1.
<br />~ ~ A:>r~\ ~ ~ ~ ~ ~ Q 9 RS '~rl.ry~ 28 1 •i
<br />_ ~ '7
<br /> 6~ i x m ~F ~j1 0
<br />N~ ~ ~ o SHIFT FROM EXISTING EASTERN
<br /> % m~ ~SR• EDGE OF ASPHALT TO WESTERN ~ N 2 ~ 1 o, e
<br /> GUTTER ALIGNMENT. ~ ~ ! ~r TT
<br /> m O?
<br /> ~~~_~r__ ~R~ _ , ~ ..3 . . 1 ~ - II*~.JU a ~ ~ - . _ _ _ _ ~
<br /> - V~aoa ~,pp ~
<br /> ~ m x ' _ _ _ III
<br /> ~ ~.m - . ,may,. ~ i , 9+00 _ ~ 7
<br /> a ~ ~ I I ~ I
<br /> x / ~ - - -~w`~ ,~5 r ~ ~ - ,a G
<br /> ~ ~ - - ~~~I ~ ~~P
<br /> ~ ~ 0 ~ -a P
<br /> n D ~ 1
<br /> ppyZy~~ Ay
<br /> . ~ _ _ ' ~ 1
<br /> Vrm % E \S ~ 1
<br /> ~ Q 7 I X DP y/
<br /> rm lJ ; ~ \ 1 t a I-
<br /> ^ D Dm,1 1
<br />APITAL DRIVE IVE APITAL DRIVE
<br />EXI TIN EA TERN ED E F A' ~E F A PHALT WE TERN UTTER LINE PR FILE
<br />ii ~
<br /> ~ ~p d- N OD O
<br />I 940 ~ ~ ~ ~p ~ O m ~ + N o N 940 940 940
<br />~n _I i r v U7 I fll ± (0 + d- ml i + ui - ~ + 1Q
<br />I ~ ~ d- n yo o ~ (0 r
<br />~ I - ~ ~ ~ Q Q Q o + N Q ~ ~ ~ Q Q ~ l0
<br />tf? N ~ I ~ + n ~ ~O ~O ~61~~p ~
<br />930 ~ a . Y~ Y~ Y~fiY~~ Q m (V Yrn a~ w~ w-;Q~`~ ~ + I ~ 930 930
<br />D ~ ° ~C) N ~ u~ ~ J i a~ w~ ~6 w~v ~'o r ~ 930
<br />cD a t I`- N r~ " O Y m m m ~~~m Yb~ Q r= _ . c~ m ~ m m Q ~ O O ~ ~n
<br />~~a I) _ n~ m rn a O - O m " a rn W ~p I o o > o w " w cn r Q cc ~ ~ 40 0 ~co o> Qw Qw a~JO>Li1> m Y~: cn~~ ~ ~ N
<br />~ ~O Y~ ~ r ~ + (n N a O m , 1 QW ~J ~J ~_1QLLPW i Q~~ O ~ CO + OJ
<br />~ N h) n f- O O w~ o a `n~ ao m o~> o ~ J C7 111 C7 W Cg W O, J LLJ ~ 6~ Q ~ r (t) o ~ 00 p O W W Q LJ m w ~ 920 920 Q ~ ~
<br />920 ~ Y ~ W ` ~I <r ~o wrn air W ~ iii ° ~ I~ ~ ~ d ~ r41 to i i 920
<br />N o N T~ ~-O Iil0 m o> caw + I ~ 6~ ~ N o ~ YO fY~ o aW W - vLJ o~ W r", U) m~pQ to ~ m I' ~ - ~ ~ Q w w ¢n (n ~ ~ ui o
<br />al ~ I I _ . a o in W ~ J sl r a Y~ <I~ Qw caw -0.04 I . cc LLi a Y ~ a ~ m + co m ~
<br />r ~i- ~ o a m w lil r I I ~[1 m ~ m.o w~ o, aJ ~ ,30~ 0.449, .40 ,l ~C > ~ w ~ Q ~ m 2 4 ~ w Q~ ~-o ~°wc'Yr i-o m m co
<br />~ d Q O ~p ~ c~ w ~ w o = I I Y,• m W ~
<br />910 p ~ a ~ a " a > w ~ ' ~ ~ o co Flo YI„~ w ,r w ~ q w . _ ~ , << 910 910 0 ~ m Q ~ ~ ~ d Q a ° ~ ~ ~ EXISTING GRADL- AT >a w _ w m Q I ,m ~ w m ~ ; cn o ~ m ~ rn - ~ 910 0
<br />Itn WI m a w o, J W EXISTING EASTERN a i~J ai w ~ ~ ~ o > m ~ a ~ Y ~ ~ ~ v _ _ r ~ Q9 ~J a C7W QW n Q~ YpYp Q -
<br />o a u~~ Ym ~J caw . / 0 0 ° m a co m w c~ w J5 I I ASPHALT LINE ~ > ~ i11 LLJ ~ J w ~ ~ Q caw a> m WmWm ~n~ e"~
<br />p „ a ~ ~c r w co o > ' ~ «w aw W m ~oc~ro Y~' a a-J ~ ~J o> m m r Yr Q
<br />o Q o m w C0 C0 W " alw ~ Ill ~ 3 PROPOSED GRADE AT SED GRADE AT W 3 ~ W a w W w ao ~i c~n ~ ~ o> w w ao a CO co
<br />900 Y~ m o., ~J 65 ~ Q ~ m i i aril c~lw 531 EXISTING EASTE(N i ~ 900 900 ~ J a W o> o> ~ W~ G EASTERN ~ d ~ w rr i a w Q w m Y~ Y M 900
<br />a Q N ~ W C1 > ~ 8~ - ' - F~SPHALI LINE ~ O ~ m ~ W C9Lil I ~ 1 _I LINE ~ \ ~v~0 ~ caw ~J~J w m w~ ~9~ ^ ccwccw W EXISTING GRADE AT- o > ~ ~ e w
<br />(Ar „ QW Q'J oa ~ , ~ W W ~ JI m ~ J EXlS SING GRADE 10 RIGNT ~ ' •43g N~ESTERN GUTTEf~ LINE a w o > m f~ m
<br />a W a w I S3~ OF EXISTING EASTEF,N A rr J Q W ~ '1g mw ~J w w 0 >
<br />wm o> ~J 'f. ~ a w ~ W ~ ASPHALT LIME 2 taw aw
<br />890 m ~ J ~ a~°/ c~ w / ' ` ~ A 15.,n~r, I ,6/ 890 890 9 -3.3E>~ .50' c~ w (Dw 890
<br />o > L- v~8~~~-~.
<br />~ ~ 3,68 ~ - c~ w / ~r,',aQ EXISTING GRADE 21 RI(rHT -3,90 OF WESTERN GUTTER LINE ~ .
<br />D%
<br />/
<br />880 ~o°~ 8~ ruicTlnir. r.RnnF ~n' 880 E?(ISTING GRADE 10 LEFT PROPOSED GRADL OF 880 880
<br /> OF WESTERN GUTTER LINE WESTERN ~~UTTER LINE
<br />C~ !_EFT OF EXISTING
<br />lASTER~' ASPHALT LINE
<br />~ ~ ~ ~ ~ ~ ~ 8 70 8 70 8 70 8 70
<br />0+00 1 +00 2+00 3+00 4+00 5 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 i 12+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 ~ Salem OR
<br /> Scale: 1" = 40
<br />SCHIRMER SATRE GROUP
<br />375 West 4th, Suite 201, Eugene OR 97401 ■ # Date Description ■ ion Drawn By
<br />Phone: 541.686.4540 Fax: 541.686.4577 ~ ED PROF ~R FS
<br />■ www.schirmersatre.com S~ si ~IN,~ O ARS SHEET NO.
<br /> 0 20 40 80 ~ ~ ~ #79232PE ~ ~ ~ Checked
<br />+ ~1~ + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Digitally signed by Nathan Patterson
<br />ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Date: 2017.02.2814:58:47 -08'00' NP
<br />~ ~ COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 2 OREGON = 9 o~~ ~ Date
<br />PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY N ~ ~ ~ ~ ti ~ MAR. 03, 2017
<br />1 ~ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND ~ ~ ~ qN ~ PAS
<br />CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ Phase C3
<br />UNAUTHORIZED REUSE OF THESE PLANSBYATHIRDPARTY,THETHIRD NEAR CAPITAL HILL AND SPRING BLVD EUGENE OREGON PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. EXPIRES: DECEMBER 31, 2018
<br />©2017, SCHIRMER SATRE GROUP
<br />
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