|
~ - EX/Sl.' SAN SWR M #N4-W1-104 g~»-t - i t
<br />w SAN SWR MN #k N4 -WI -113 EXlS1' SAN SWR MH # N4 Wl-l08 87 ~ * X/ T /M EL£V = 383.7 ~ 74 I • EX/ST RIM ELEV = 394.3±
<br />h RIM ELEV = 395, ~ E S . R~ _ 8"FL /N (E1= 385.93 EXIST. 8 FL /N (E1= 388.50 EX/ST 8"FL /N (WI - 38/ 9/
<br />~ e I a ! EXIST. 8"FL OUT (EI = 381.41 ~ v 8 FL OUT (WJ' 385.93 EXIST. 8 FL OUT (WI =388.40 ~ 0 1
<br />CURB RETURN CURVE TABLES ~ @ ~ ~e ~ IOLF ~
<br />. h' @ v 52a I 0 e S= 0.253 I 151 a
<br />c9o X @ I
<br />° ~ - L-39.27 0 ~ ~ ~I _ _ _ _ EXIST. SAN SWR MN# N4-WI-99 ~-90 00 00 R-25 . oo ~ ~ ~ TL /T-04 /3 4 4 200 i.
<br />e U EXIST. R/M ELEV = 385. B ~ ~o p TC ELEV DESCRIPTION ~ X/ 8"FL /N(E1= 383.50
<br />`~ti Q E sr. _ A 0°00'00 391.25 PC Qv 44 @ v EX/Sr78 FL /NlS1-377.2T
<br />° ~ 14" 396.76 CL RAMP ' 0 `v EX/St 78"FL OUT (N1=377.27 I. f I B 27.23 ( @ h
<br />4 °00'00" 396.44 ~/2 ~ Q ~ `v ! 0'. ~9
<br />D 90°00`00 395.63 PT 0 40 V• ~ Q -h
<br />c91 ~Q 0 0 , Q ~ ! ~ ~ ,
<br />° ~ R=13.00 L=19.68. ~ @ ~ ~ _ ~ ~=86 43 1? @ TL /7-04 /3-23Ca0 ~ ~ l0~ EWEB EASEME ~ ~0 h ~ V
<br />p TC ELEV DESCRIPTION v x Q M W_ ~ Q @ ~ Q _ ° r00~~ 397.09':':1 PC ~ ~2 0 0 v ` t1 ~ . Q
<br />A 0 00 ~ ~ y ° ~ CL RAMP. Q : B 1 10 14 397.05 ; ~ a Q 00 N 0
<br />~ 2 r ~ 0 0 ~ ~ 20 MWMC EASEME C 43 21 38 397.15::` ~ /62LF @ ~ ~t Q' ~0~~
<br />° 4 ' 17" 397.25 PT ~ I v @_ ~ J ~ ' D Sh 3 Q~ o O1Q~ ZO
<br />~a ~ ~ ~ y .v ~ Q ~ a 52a 86
<br />_ ~ O~10 QQO oP'c y 80 L~ ~@ ,1 ( .
<br />~ 52a ~@ Wv 45 N.I.C. ~ CURB INLET LT MED CUR 3? ~ v0 I S- O.Oi39 e@ ROAD STA JO f 20.T3 8 L y W 26 ~-=r~~e
<br />v Q g'G o . ,ati ~ pJ ~I z~ „
<br />0 ~ @ 0 ~ ~ ~ l•Y T V = 395.03 227 LF Q a ~ h ~ ~ ~A _ c ESE r2 ti 4 90 LF I e :39/08 2 r r~
<br />_ _ ~ ~ I C Q ~ s to FL OUT (FI W SAN SWR MH # N9 Wl 1l4 ~ Q h e e
<br />= 397.0_ Q ~ Q RIM ELEV 50' ~ 88 e @ ~ „ x38879 ~ 0 Q 0 vJ h 0~ ti ~l
<br />G EXIST 8 FL /N (EI O 8 ~@ I v 0 0 J •v Q " T W1= 386.25 ~ ~e ~ 0 M h . _ 8 FL OU l ~ U 'b v 41
<br />~0 0@ 88 0~ J ,v~ „ ~ ~ ~ ~ ~o m ~ 3. 3s-- r e v x~ Q , Q ~ ~ 4 PVC
<br />4`~ ~ Q . Q 41 V gtio 0 Q Q X~ Z ~ 30a CONS so,~p Q Q ~ ~ b Q o~ ~ CONOU~T
<br />Fo @ 0 ~ ~ ~ . ~ v ~ o ~FH o ~ 0~ QO goo N ~ 5za I
<br />oq Q 0 ~ ~ N ~ ~ 9 ~ ~S ~ Q 0 3 I 0 Q 0~ 0 0 ~W 132~F
<br />T RLINE CURVE TABLES t5"~ ~ sTA 8 ~ 42.00 ~ ~v ~ ~ loo ~OLF ` .g lo3a . CEN E ~ h e y Q c, W' Q 3 ~ - 0.066
<br />E+5 ~ ti v S 1. WI. _ g ~ 0 34.5 RT ti y
<br />• N ~ ~ v ; Q y
<br />cs ~ ~o Olq r y, LANOSCAPfO CS
<br />. PC STA 8+60, 21 ~ (J X MEO/AN ~ pT STA 11+04.95 ~ p
<br />W ~ e ~ 0 ~ 4=28°00'00 I ~ ~ ~ ~
<br />@ ~ 75LF ,,5 TYP 500.00 4~ = 107a I R ° v p S 0.00/7 ~ . I
<br />LC=241.92 N12 00 00 W ~ ~ ? (x TYP 3G 4 0 80 LF Q \ I
<br />0 2 p 2 - - ~ Oe l59 LF p a
<br />Q' ~ ~ ~ l08 LF ~ 150 I a Q ~ y 2d k ~ 47LF Q ~ ~ ~ a a' loon = 3
<br />~ ~ s o.022 h 1
<br />~ v -y 2 Q ~ 0 \ a o
<br />~ ~ ~ 0' F ~ 2 TM SWR MH # W1-5045 ~ 0 ~ 4 L _ S N4 ~ ~ 109 5.0,001 124 A h
<br />Roao sr /o~~~oo , i
<br />I - ~ ~ 1
<br />17-04-13=4-4-100-~Q ~ TL IT 04-13-2301 - _ _ . ~ ~ ~ TL -H M _ p ~ 40
<br />STM SWR MH #l= N4Wl 5044 ti ~ J ~ I 2
<br />124 Oi 0 ROAD STA 8f 65.64 ~ 44 /30 LF
<br />ACCESS ROAD FOR OUTFACE STRUCTURE MAINTENANCE 0 ~ 104 l~ l S 0,00 , _ 43
<br />I SEE DETAIL I5, ADDENDUM N0. I ~ @ 0~ ,
<br />4" 3/4 0 CRUSHED ROCK 8 STM SWR OUTFACE v 0 _ 2 „ C•I 142a 8 fi 90.27 70,24 RT Q ~ I
<br />ON /2 M/N. BAR RUN. ROAD STA ' 0 0 , 1 1 - = ti.
<br />V ~ I. 26 - WE/ ELEV J 391.00 ~ ~ ~ 9 EXISTING - -
<br />. I ~ CURB INLET ;r SEAL WATER 4 h , 4
<br />a q ~ SUPEl;:ELEVAT/ON' 0 RT MEDIAN CUF
<br />T/GNT.(TYPJ M v a 8 STM SWR OUTFALt 0 SUPER • 2.4~ 0 Q ROAO srA lots 42a ROAD STA 8 ~ 99, 22 71.50 RT m~ @ ~ ~ 0 , ~ v 8' r C • ,
<br />0'I _ N Q IrYJNQ~F /24 N 0 p R WEI,REdEV 391.00 LADE . @ h ~ Y+37M m Q ' 0
<br />.CONSTRUCTION NOTES 4s Ft IN(wI ~ 3a5,a5 h DESIGN V2LOCl~ w~ ~ ~ Q Q v RADIUS' 500 Q~ N 0 L i~ i
<br />• -A .S. ELL'V°39/.0 ^ ~ 0 ~ - . W ~ Y. ~ ROTATION AXIS ° ~ Q ~ TC ELEV = 398,
<br />WR OUTFACE REMOVE AND 0 ~ 0 ~ 0 ~ ~ 0 /0"FL OUT (WI 8 SFMS 0 ~1 QO CENTERL/NE 2u cy
<br />PAVING. ~ ? _I 42 O STA 9 t /8.81 83,70 ART REPA/R EX/STING ~ (7 0 0 Q , ARD' CURB AND GUTTERS S}fCT10N 0 RDA LAKE EDGE(TYPJ Q 0 Q k ~ ~ 1. CONSTRUCT STAND , h Q ~ W Z
<br />0 @ h ~ y0~ hWa; ' PER 6ETAIL 5 . WE/ ELEV=39/,0 - 01 ~ lTL170439
<br />c-i 24 FL ININI = 388.93. ,
<br />S RB AND GUTTER .SECTION ~ FULLY SUPERELEVATED CROSS SECTION la. CONSTRUCT R$VER E GU /24 SUPEREILEVAT/ON RUNOFF f.
<br />-PER DETAIL 4 . -0,366 ~ A/C
<br />c-i ,r;: 5' WIDE CURB AND GUTTER. SECTION ~ ~ ~
<br />2. CONSTRUCT ~
<br />PER DETAIL 6 ~ 0 c-~ 0 Z
<br />~ ~ J 2a. CONSTRUCT REVERSE $ WIDE CURB AND GUTTER. o-J MM^ D; - ~ zJ
<br />SECTION PERDETAIL 7 f
<br />00 , . C.• 0.. (p~t0... N..,..0 . ~ . , , , roP of cURB RT• r ~ I. r
<br />' 3a: ;:.USE ,TYPE A •EXCAVA~T~ION; • ' ' . ' ~0~0 • • . L~..r0 .h • ' 'TOP OF CURBRTM~D TYP ` • ' ~ =.3~,1,.n•AC'ON'18-1~/2"'CRUSHED;''' ~ ~ a..,........ Q.41.V^ .,....,,...,~~•a
<br />,.4,,;BASIC•9ID...../~...,.., 0 .0 Ob h V 0... • ~ ~ . .I..v~ • ; , T4P F CUR$ LT MED T YID 0 W
<br />~ L.TERNATEBID• _:,Q~~ AC: • . , , p~~yhq . , . , . Wq ~ • Nv ROCK. ~ , • + . , 00 , . , . . , , ~,NrO~. ~1 . •CENT~RL•INEa/C•TYP.. ~w
<br />' ~ 23. • ' INST;ALL• ,STANDARD, REMOVAiBitB BQLLARD AT• , , ~ @~ ' ro W~0 ~ TOP~OF'CUI~BLT;TYP; • ..,~ti•WW~, . I,OCA'tION OF'EXIS'TtNG' GRE~V•EL:RO'ADWAY., . , ~ . • . ~ ~WVV. , ~
<br />• ~ONS~RUCT CURB .CDT >?OR ~ S'~ANDI{RD. WHEE.LCHAI,R ~ ~ ' 26, fit, • , . , , h Z~• l.,l~h~ , , . , , , , , 0 ~Q ~
<br />: , . , , , , . , . .kl. ......y 0h RAMP.. . ; , , ~ W.~a~v.~~~ . . ~ ~ t~.vv~~........,..
<br />400; .2x, ~~NSTALL STANDARD GIJA}fDFtAIC,,•W~T}i >a•~CCR~~'$Gl~~•; , . .
<br />. THA'~ GUARDRAIL SHALL B~ MO N'E ` . , BREA AY. FOST P R C~IT~X 'STANDARD:. , . , ; • - , • • ~ • . . . .
<br />SAW ~ ~
<br />.30.. ' PROVID ~3"..FVC: S~I~EDUGf~-,40. G4ND:U~'>< ;WITH .PU~~+ . • , . . . • . ; , . , . • . ' . • • • • ~
<br />• ROPE E R IRRIGATION SY$TEM~ GQNTROL WIRING;... , : . . - 30a: ' 'PROVIDE '4'" PVC' SOHEDULE '40' CONDUIT 'FOR ' ; .
<br />, RRI(3ATION. SYSTEM ~IPiK4,,_. a . ' , ,
<br />95. ..34:::..:. END~• AG• • PAV~iNG,..A'P BACK...pg.. G.UAR.D..RA.1L.,..,. . , , , _ , . •
<br />C N .....w~... • . SfiRUCT' 20'' LONG CURB 'A'ND' 6U'TTER ~ . ' ` ' ' 38. 0 • . , UR ANB , .
<br />ST N AR ~ _ A y..,.. A.D G. B SECTION-.FROM ~ . . TRANSITI N ' ' ~ - ; -
<br />. . ' GUTT:ER•TO• REVERSE •GURB ~AND• GUTTER, . . . r
<br />39, , coNs~rRuCT: I'ARABO~IG. FLARE MEDIAN• , ; US BAY ,REFUGE LANQ. , . ' , . ~ , • . . , ~ , , . , . .
<br />- 40~ CONSTRUCT•B , , • , , • , • . , r
<br />43 ; ' PROVIDE 'LTD ' BU5~ S'YOP: SIGN. . . • , . , . . . . . Yp. . • :.:4.4..,.. .O..C.A:T1~~.:.OF. `I~UT~JR~,.'SIpEWALK. • NOT .IN .............36 .SrM. SWq.. EXIT/NG. GROUND.CENTERL/NE
<br />T . 1
<br />•390: ~ =0.00.16 R TYP . S . EXISTING GROUND LT CU B' ,
<br />"~TAiLC~-rw EXIST/NG'GROUNDRTCURB'FYP,.,,. 45; COMMON • UTILITY T1tENCli'. ` `SEE lac . .T. . R, .ND7.Q`LI'.TYP~ , . . . .
<br />.4T, PRQYID~ .CONSTRUCTiQN;~aIG1+C.. TYPE; 0; W20~3 PER . _ . . , EXl , • ; . I 0 36' •I. I I
<br />• • MUTGD• ~ 48•"x48" PER ~D•ET'AZL 13 ;ADDENDUMf N0 ~ 1. ~ A =19.8IACRE ~ • ' ' •EX/SF/N~ GROUND 70 R;T TY PER' STAN .ARD'CITY• O>r' E'U(3EN8 'D$T11IL~. , . , I ~C=25,86cfs . . . .
<br />, . . , , . , , . • . • ~y
<br />INSTALL . ~ . od7258sdrs , fi' 1~~
<br />s=a..ool¢ I .S'ANITARY..SE3^lER ~ . ~7 ~ ~
<br />id • 385: 52a. NS~'1 UGfF 8 SANITARY SEWER 1?VG AST~f D30~4, ~ ~ ~ . • . x.4 ~ ~ ~
<br />W~Ti~` RUBBER; G.ASK~T •J01NT.' ' ,
<br />..CONSTRUCT. STANDARD .C.ITY .OF. EUGENE .SANITARY . ~ . ~ ~ ~ • . ~ . ' • ~ : ' ' ~ ~ ~ . ~ . , . 66. ......SEWEFt•MANH06E.,
<br />~ ..a.
<br />. 114.. ,ABANDON EXISTING: SANITARY SEWER MANHOLE., , . ~ , , . , , , , . • .h , . " , . , . . . PLUS INLET. ANIl O~JTLE.T• PIPES. S~jLTH, CONCRBTi. ~ . ~ ~ ~ ~ ~ ~ . fl. • . , , , .
<br />. • . , . . V' ..'~..,~..}I~. ...EX/ST.,7:8.•.SAN..SWR~..,. cp• 1 1
<br />......FIL'LMANHOLE'WITH'CONCRETE'. • ....0 ~ 0 • i
<br />•EXISTIN~i ~ SANITARY SEW R• $$R i ...........:....L..... 75a. T PINTO ..8 .......y~ .;p~.. ..........................A......................................................................,.........
<br />.....v.
<br />ao h .I ...STANDARD CITY OP EUGENE •DETAIL.- COORDIN ~E• ~ . • .,0 0~ ; • • ~ 3 rO.v~NOi.
<br />2... .41J...~.~.a, N..v~b. " WITHCITY•. :HOLEI•TOflEDRILLED...,., _ :,~.m~~~ ..~.1.~~.~ ~~'N~'~osM
<br />i~ y....~ M.hl ii . 84. CAP. AND PLUG E.Np OF SANXT.ARY SEWER AND. MARK... " . ; ~i . • • ...END • WITH • 2"•X4 • MARKER, • SEWER
<br />. . • END WITH 2n •X4d• MARKER. PAINt_YELLOW, ~i . J.. ~
<br />PROVIDE 'C'LASS D • BACKF'ILL' AS PER ' DETAIL' ; IL lug • . y..... • i y Q W q 32~;k y . i W Q M 'L'INE 'T-O' PROVIDE -S-')ERVIC,E, FOR
<br />J 1.. ~,0 ~.I . .F.UTURE. PHASE:. , . 'q~ . . . 0 . . . 2.50. ONNgGT NEW 48" -STORM -SEWER TO C
<br />. . 375. v ..:..J J.JO.. • , WJ.J.. 86. PROVIDE C... . . ....I PER-DET " E..... EX'I'STING".. CU'LVERT`;.
<br />. . IL W y... 41k~ y .y . . W „Z. p... Hs 2. , • Q k. h " ~~0~1.. • k I. k k . . s■ :h ' . . .15-1. DAYLIGHT. END. OF EXISTING. 48, ~ ~
<br /> CULVFR•T TO EXISTING - GROUND
<br />81: ADJUST LX15TI G; FRAME; AND; COVER; TO FINIS4......... . K I z a: : : : : : . ' , , • . ......ELEVATIbN ;OF; SWALE' . , . , ,
<br />3 r GRADR . Y . y STM• SWR.... ,
<br />88. 'ABANDON EXISTING:8"` SANITARY SEWER,- PLUG; ' . • • STiW'SWR I. :0 BACKFILL
<br />10X04 F~ T. CLASS 9}00 . . . ANDS; QF 'PIPS .,WITH .0CON 8F00'
<br />
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