|
50' R/W 50' R/W
<br />6" 21' PAVING 6" CURB CURB 6" 21' PAVING 6" CURB CURB
<br />VARIES VARIES VARIES 3.5' VARIES VARIES 2' VARIES VARIES 3.5' VARIES
<br />SIDEWALK LANDSCAPE STRIP SIDEWALK
<br />LANDSCAPE STRIP 10.5' TO CROWN 10,5' TO CROWN CROWN VARIES* CROWN VARIES*
<br />Gp 0 G~ 0
<br />~ 2% 15'1 E ~ G 2% 2% t- 51,OQ ~1~ ~ 2% 15'1 E ~ G 2~ 2% 51,OP ~1C1 E
<br />P~' -i . E~1S 21 SLGP G ,
<br />:1 ~ pPE 2 ~ S~ ~1~G G E~
<br />Gp ~~15 ~(0 S
<br />6" LEVEL 2, STANDARD 12" THICK 1 1 2"-0 STANDARD ~ CURB 6 LEVEL 2, COMPACTED CRUSHED ROCK
<br />STANDARD CURB CURB 1/2" DENSE GRAVEL SHOULDER TO FLUSH 1/2" DENSE FILTER FABRIC
<br />GRADED HMAC 12" THICK 1 1/2"-0 DISSIPATE RUNOFF CURB GRADED HMAC LAYER
<br />COMPACTED CRUSHED ROCK CROWN AT CENTER FILTER FABRIC
<br />OF STREET LAYER * CROWN VARIES TO MATCH EXISTING PAVEMENT AREA SHEET DRAINING TO THE WEST. CROWN GENERALLY WILL
<br /> FOLLOW EXISTING EASTERN EDGE OF ASPHALT, BUT MAY VARY SLIGHTLY IN TRANSITION AREAS OR LOCATION WHERE NEW PAVEMENT WILL BE WEST OF EXISTING WESTERN EDGE OF PAVEMENT.
<br />PR P ED APITAL DRIVE
<br />R E TI N PR P ED APITAL DRIVE
<br /> R E TI N
<br />STA. 0+00 TO 3+31.40 AND
<br />7+96.80 TO 9+74.00 END OF PAVING STA. 3+31.40 TO 7+96.80
<br />SCALE: i "=5' SCALE: 1 "=5'
<br />v`'' ~ ~ ~ ~ ~ wn r;,<
<br />o s ~ I ° i u --f,y~_``986 ' r ~ t
<br />~ ~ 3+00 ~ - ~ { ~ ~o COPlCREtF u,.... +Q~ 'C` 4 e
<br />elm-` D
<br />,~*f''` ~ CAPITAL RIVE' n 2 ~ w Lp ~ ~ ~ ~ ~~DO ~ ~'f x ~
<br /> Z O
<br />M' / z ~ . ' f~;= , ~ X90 X904 X906 X908 ~5 W
<br />s, 6 ~ 8 ~ i\ -90 .90
<br />T ~ - ~ ` ~ .
<br />µ ~ v ~ x0
<br />rye ~ rA, 1 t
<br />~ ; ~
<br />~ ~ ' ~ LOT 22 l i '
<br />0 ~ ~ F ~ ~ _ _ ~ 'TRACT ~C~ 0 e
<br />fis u H D: ~ ~
<br />x 4 , t V' V .
<br /> a~ \ Y
<br />m ~ ~ EXISTING EASTERN ~ ~ ~ = TRACT 'D' v ` ~ y- , EDGE OF ASPHALT ~ ~ `y
<br />ALIGNMENT START ~ " ~ ,a ~ ` ~ 1 r a ~ t
<br />F
<br />~ IAT 21 ~ ~ ~ : ~ t ~ ~ ? a A
<br /> 'V Z ~ ' O
<br /> ~Fa ,g. Lor 23 \ '`4
<br />a6 ~ \ ~ k 4 - a A '~f fr.: _.x:14' 1L. m:.-' d .~W _7~ ; STA. 9+74.00
<br /> =m r END OF PAVING
<br /> g~ F~~, IMPROVEMENTS m~ ~ ?SRS ~'~~SZ?..,,„~., "8~~
<br /> ~i4 ~1 - i2 i
<br /> ~ ~ i
<br /> o ~
<br /> i X14 PAM AD ~ J "0~1.. l ^-~~_'!~uJti}U5 -~es~; U A A - ~ -
<br /> 3 ~~'e ~p _ ~ I _ ~ , 0 - r ! s
<br /> ..J , r ~ .1 ~ - - g1011~l..,_ 1
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<br /> I ~ ~ ~ ~ ~ - - Q~S ~ WW- ~'a ~ _ ~v s~ _z -
<br /> 5 fi° ~ - -W -1- v..._. _ y t 3 ~ ~ > A~ - ~ . '~a,~._-m_ i - ~ ~ 0
<br /> ~ 8 6 ~ ~ t` ,~r ~ ~ s ~ ~ _ ~ W ~
<br /> _ ~ ~ ~ . ~ e_.,.a ~ -•1 s 'ae ~ LOT 24 ~~0`, _ QP
<br /> I e'c, 906 ,r ~ o ~r?
<br /> nm '`t e ~ ~ CI
<br /> m = ~ti. a,~ a ~ Lor 2 ~ Lor 1 ~ m m m~ ~ ~ y \ /
<br /> Lor 25 ~ ~ ~o Lor 3 , i
<br /> ~
<br /> ~ J 10 PVf. WW R, ~ ~ ° - _.EASEMENT ~ , .
<br /> LOT 26
<br /> ~ 9 ~ ~ . . ° ~ . 6 oz 6
<br /> APITAL DRIVE
<br /> WE TERN UTTER LINE
<br />HIGH PT STAB I*06,28 LOW PT STAB 1+40.47 HIGH PT STAB 2+E~2.95 LOW f'T STAB 3+29.12 m ~ HIGH PT STAB 5+80.01 ~ ~ LOIN PT ~TA~ 9+48.72
<br />HIGH PT 1=LEVY !385,95 LOW F'T ELEV~ $87,85 HIGH PT EI_EV~ 896,22 LOW PT ELEb'~ 899.86 ~ O ° HIGH PT ELEV~ 914.70 LO'N PT E:LEV~ 589,21
<br />PVI STA~0+8E,28 PVI STA'I'~75.47 PVI STl~~2+42,95 PVI STA~3F54,12 ~ ~ PVI STA~6+03,46 PVI STA~8+83,72
<br />PVI EL.EV~884.84 PVI ELEV~889,79 PVI ELEV~895,12 ~ PVI ELEV~901.23 ~ v ~ + I = ~ PVI EL_V 9i8. ~3 PVI ELEV~890,51
<br />K~21.05 K~29,79 K~I o,67 K~17,24 n 930 LVC~40.00 LVC70.00 LVC~40.00 I_VC~50.00 ~ K~12,35 K~16,25 LUC~200,00 LVC~130,00 93D
<br />tocn tocn r~u» u]N cvto Nm cnv cv~? cvo~ ~co v~nc~~ c~cv ~co ~m Yco (0m (0m N- N- (0 arm ~r~ rp ~N
<br />t9ui ON ONCJm Nut ~ Q O lp~ OcU ~CO ~ 07cJ0] C96] N~ r0 _m w0 Y O n'i N n'i OJ ~ r of Cn QO CJ~ CJO + ~ X07
<br />c0 to (U ~ ~ ro rn cp m ~ ;n m O O - - ('J ('J ~ ~ p] WO F NCO +OJ ~ u~ _ ~ m w
<br />W W ~W ~W W ~W Ytn cn(~ _ ~~0)0 a]~ Qp W 920 .w ..w w _ _ UU _ 92
<br />~ W W m W W w~ w ~ W W W ~ Q W W U> U> U> U> D QW CO Lbw m- W-
<br />m 0] W ~ J ~ o C7 W ~J U, W ~ ~
<br />Q W O L - - ~ z
<br />YJ O W ~
<br />910 I - - - o~ 910 i Q ~ iv
<br /> 0~ ~ EXISTING GR?DE AT EXISTING GRADE AT J ~ ~ ~ ° a_ r EXIST EAST EDGE WESTERN GUTTER LINE m ~
<br />o ~ o _ _
<br />o ° `3 Qp`b o OF PAVEMENT Q C0 z /C W ~ a
<br /> 0 m ' 0 ~ a _ m
<br />900 o Q / . ~o _ _ 900 ~ o o ~
<br />Q Y o~ ,50~~ Q o _ _ ~ ~ Q >w o
<br />~O Woo ~ ~ o0 ` c~ ww 40 D
<br />Y ~ m - PROPi7SED GLADE Al-
<br />w ~ W 90 WEST GUT>-ER LINE ~ _ 890
<br />890 m QW , . ~ J _ ~ - ~a n.,m
<br />o> cow
<br />~ w ~J APPRO;K. VERTICAL ~ -
<br />UW LOCATIUN OF
<br /> VAULT (TYP.)
<br />880 _,.a ; STA. 10+50,88
<br />J OUTFACE INTO
<br />C7 _ _ CH
<br /> FL=886.23
<br />8 70 _ _ _ 87
<br />O+DO 1 +00 2+DO 3+00 4+DO 5+00 6+DO 7+00 8+DO 9+00 10+00 11 +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" = 40 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 ~ 6119/17 Com leteness ■ ~ s~ p .eness ARS SHEET NO.
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<br /> 0 20 40 80 ~ ~ #~9L3~PE ~ 8122117 Completeness i ;eness Checked
<br />+ ~1~ + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Di ' ignedbyNathan n Date: 2018.01.414:33:57-08'00' 4 1119/18 Lot 33 34 Utilities
<br />ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW ~ o~E~oN ~ , 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 C3
<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
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