24910 PE-1414K - . y . . . . - -
~ . ~
+ ~ i T7 i
~ ' i J 1 I~ 1 ~ r c.c..~i . I ~ i ~ / LL•I ~ ~ •
~ . ~ ' ~ ~ I GRAPHIC SCALE r--- . ~ 2APHIC SCALE
~ ~ A PORTION OF THE SW 1 4 OF 50 1 a 50 100 200
, SEC 8 T.25N. R.45E. W.M. ~ ( IN FEET
Pa ~EC S~ . ~ > > ~ ~ ~N ~r > '~~'''8 ~ ~~~n - ~aa fc. ~o ~ SPOKANE COUNTY WASHINGTON _ . 8R . 1 inch s 100 tG '3
~ . ~ ' ~ I~ ~ a a ~
~ N .
, ` . - . t ea~K~ aonn s Z
SYM. _ ~ y ~4 FUNRE ACOUISITION ~~m~nilrrt:c DfIST. E.O.P, PROP. ~ - ~ RO,W. ~ lk ~
a,,,, SAWCUT UNE . „ ` , , VARIES 3 19' ~ 1' ~ II ~
~ • ' 30' 0(15T. FA.W. • 25' - SIDEWAIIl, DRAINACE 4
' j ` ~ UTlLRY AND SLDPE r 4S' FASE~fENT Q . ro
~ I ~ 12' 12' I 1' 2' e' ~ ~ ~ ~ - ~ 8 ~2~
VI I NTY MAP r~flc ~rar~c eiKe 2oa rn~nae~r '~in~wrux C UWE AND SNOW STORAGE ~
~
--.r==,.,` YARIES .02 TO .Q9S ,;_02 " ~ ~:l. 'f' _
T,C. + ~.32' ~ SAWCUT ~C -T.C. + 0.2'
~ T K T TABLE OF CONTEHTS COMPACTED C1A55 '8' ASP T CONCREfE CONTNNING 5 ~/4X TO 6 1/4x ASPNAI.T 0$1 COAdPAC'fED CRUSHEO TMPE 3 Ny<~
' , ~ „ SURfAGNG TOP COUASE IN ACCORDANCE w11H CURB W.S,0.0 T. SPECIflCATIUNS. 1~ a • C
COVER SHEET ..................................................SHEEf 13A 0 pOc~'
BARKER ROAD PLAN & PROFILE SHEEf 138 BARKER ROAD TY~ICAL CROSS SECTION
BARKER ROAD PLAN dc PROFILE ................SNEET 13C NOT TO SCALE ' DRAINAGE DETAILS SHEET 13D ~ a
, , CHANNEUZATION PIAN SHEET 13E , I to~ e~
' I~RIC~'rlC~.l PWI.~...yp~D.:.. _m, . .,SHL~'[13F
' lRiLj~qAT~OtJ RECARA DRAWi~......S~1EETf3Fa \ ~
. ~s
I I ~ ~ ,
~ ~ ~ ~ ~ ~ -Moe
~ ~ ~ ~ ~ o ~ ~ ~ ~ ~ ~z ~ ? a . ~
Q _ ~ ~ I I~ I I~~I S~~ S~E~T I~L ~R ~
~ W A~• 6diL sPi1~l~T I I . ~ W ~ I ~ co $ T A ro+u.e~ aaoy (9~ N ~R~cTb~J ~euncEA ~ ~ I I~~ I I I ~0~~ (W~, z~
Q I I I I I I coNCs W I I N e~a ti ~CBONRI~E E Q U (W
~ ----J L------ npn , ~ a a ao ta~~?a_ i`~~ ~4~.~KEI~R AD ~''O i ~ 2t7. 2o zi 2CY~ n 70~, 2~ ~.~3i'" ~~a ~'U,~ O O:,~o ~ J~r o z
. .1 -P - - ~r ~ ~ , ~ . ~ ~9- . ~ ~ ~ ,~''3 ~ '.l~ - • r~.'. ~ > - _ - NOTES - ~ Q - ~ - ~ 's.- = _ - _ 1 - ~,r : ^ ~ r / .~~a__^ _ ai-_ ' .=--f L _
wo~K z - ~-T= 'zl - , ~.r~"~ -~`-~'ib~5 - I ~ A L I. A N D M h T E R W S S H A L L B E I N C O N F O R h N N C E W I T N T H E' S P O K A N E ----.--------------------------------~-.c.----- ~ - I- G 0 C O U N 1 Y S T A N D A R D S F O R R O A D / d J D S E W E R C O N S T R U C 1 1 0 N 1 9 9 5 ~ AND AS ~ I C,:_:1_::=`_„~ C::_::_::_::_:: y C.._.._::_::_::~ t~~ ~ ~ ~ ~ I I I I I A M E N D W, ~ -1 Q 4 1~ I I I I I I I~nui~i.r c'~ iD_ I
2. THE CAMfRACTOR IS RE IRED T HAVE A V N e' SI~EwuK 6' ~pEwAllt ~I II ~IIII 'n~~~~~C c` ~i;a_ I I ~~,~'~'v~.RJf'~I~ I i~r~iTr~i~nAi r nii QU 0 dL10 CONSTitUCT10 PERI~R ON ~ ~ ~ Iv~rir~RJ}li~ nr~~i n~ ~~i i vi.~riCirivln~, i~nl~.
SfTE A1 AiL 71MES, THE ABSENCE OF THE PERAIR N'I{l RESULT IN AN O ~ C~~ ~~~~n` I I IvCnir-f~vuJ~.~ 7n i~~„ i nr IMMEOWTE SFMDOWN OF WORK AND THE PdSSlBLE REU6VAL df iH6SE ' Z v, ~~~v~.v~vuJ I I Ir~n~pn~eTinni`I ~ nR~Ciiv~~ ~.v i ITEMS CORSTRUCfED WI1Fi0UT THE PERMR. I vrrivir.~lJf~~~- . -a ' I I..v~~ vhni ~vir I' C
3, LOCATIdNS OF E%ISTING UfIU11ES SHOWN lN THE PLA11S ARE APPROXIMATE i~~ri ~~n i~-~n~ . 1
GOORDINATE WITH THE SP01fAME COUNtt ENGINEER'S t~GARDtr~ OVERHEAD • ~r~.~..,v ~~hw~ I AND UNDERGROUND U11UtY R0.0CAilON STANS PWOR TO CONSIRUCTION . PERMITS FOR BARI(ER ROAD IMPROVEMENTS WILL ClOT BE ISSUEO UNTIL
UTIU11E5 HAVE BEEN RELOCAIED. ~ \ 'nu~nir ~ri iip_ 'nur~ir r~ nU_ WARNING!!! ~,vrriv~F~„flli I vrrir~R~n~~ 4, THE OONTRACTOR IS REOUIRED TO HAVE A CONPLE7E SET OF 1HE ACCEPTED r•u i v r C~ i~ i~ ~~^i i~ n-~~~ ~~n ~ rR11 A I T[~ A 11 ~ p nL. 1 r~/"%Il, S <
ROAD AHO DRAINAGE PIANS ON iHE JOB SfiE WNENEVER CONSfRUC110N IS ~ C S h. ~ i v R v i w n,: v ~ i v i n h i v, rvi ~ G ' a P~ o c~ E S S. "u P~""s onr~ro v~'a~ m,~,o/s~ cawsroeR~n ~~~~v. Fl B E R O P T I C C A B L E A P P R O X I M A T E L Y 3 0 ' /N I /1T 3 \7 l_V I
5. If 1HE CANRU~CfOR OISCaVERS ANY DfSCREPANpES BEIWEEN 1HE PIANS AND EAST QF BARKER ROAD CENTERLINE. f, I NC CONDRDDNS ENCAUNiERED, THE CONTRACTOR SHAII IMNEDIATELY M' $ C ~ O
POTIF! 1HE OESIGN ENCINEER, i0D0 WHIPP~E. P.E., 0 458-6840, ~E S~ ~ CALL AT&T/GTE FOR LOCATE ~ ROJECT INSPECTINC ENCINEOi OR HIS REPRESEHfATNE, I.P.E.C, BRUCE \ ~ HOWARO 0 458-6840 AND THE SPOW~NE COUNTY ENCINEER'S OfFICE, - n ~ - . ~ ol '
CONSTRUCIIQN ENGINEER, ED PARRY, P.E, 0 456-3600, ' 4 \
6. fOR CONSTRUCT10t1 OF DRYWEUS, INSTAI.L flLTER FABRIC, 'AI,IOCO° 4519 OR ~N f~ RfPRESEMS AREA Of APPROVEO EWI~VALENT, BEIWEEN iHE ORriYELL BARREL AND THE W/SHED FERIbWENT WIDENiNf3 DRAINROCK, AND BEIWEEN THE WASHEO ORAINROCK AND NATNE SOILS PER •~N~ • ~
SPOKANE COUNi1' STANDARD OETAIL 8-1. 7. PRIOR TO SITf C6N51RUCTION, THE COMRACTOR IS AESPoNSIBLE FOR • a . ~ . • cn
~ r~ SPONANECAUI~IY -El~i'G1N~CR'Sf LACAIING UNOERCROUND UTILITIES. GLL THE UNDERGROUNO UflUll' I HAVE REVIEWED THE CONSTRUCTION AND TO Ml' KNOWLEDGE LOCATVON SERNCE AT 458-8000 BEFORE YW DIC. ~ ;~F~~~._ -COPJSTiUCTICi`lFiA;~S•
& THE CONTRACTOR SHALL kAKE AN EFFORT TO PROTECf ALL GTCH BASINS ~ • FIND IT TO 8E IN SUBSTANTIAL CONFORMANCE WITH THE FF~~~':: P/~NNf AND DRYWD.LS FROM BEING CONfAMINATEp 1YITH SILT BY INSTAWNG iILTER D!S£AC~ ~ro: ~8~uwc ~ V
FABRIC OVER TME META~ fRAAIE OURIHG THE INSTAUATION AHD KEEPING APPROVED PLANS AND STANDARD SPECIFlCATIONS AS NOTED. , P.ccF~'rh~~c~:Nu~c~ id,~-k~ a IT IN PIACE UNlll THE $iREEf$ HAVE BEEN PA1~ED ANO CIEANED. \ I ~ ~j/~A G1~~8inllCTiQN ppplldElilhTlCt1 h~'r ~ W U Z ~
p~o No r,~~aFO rm•~;,~~~~ A~: R QUC'~~ Fs.o; 9. ALI. 6RY~VELL CONNECTION PIPES SHAII BE PIACED BELOW THE OItYVlELL ~ t C~ ~%C~iw~`c 47i7 E;7AE~:n.: =Yf C~ ihL CONGREfE CAP ANO SHALL FLOW AS OIRECTED IN iHE PIFNS, ea~v;,~,erR.ciun;S~}tf.s~t;t":'.~,~:~__ O~
10. THESE PtANS ARE BF1NG PROVIDfD AS A PART OF THE RNFRWAIK 7fH ADOfTION FROJECT PIAN SEf IS A SEPARATE SUflMITtaI i0 SPOKANE )I IKttv 0 d .
COUMY, PLEASE 8E AWARE THAT TME SPONSOR (PACIF~C PROPERTIES) ~ FWS NO OIRECT OWNERSHIP W~IACENT TO BARICER ROAD RICHT OF WAY THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCUIIITIONS ~ WRHIN iNE PROJECT NCINItt. l
11. FOA M7Y CURB CRADES LESS THAN 0.8X {0,0084FT./FfJ, A WA$HINGTON I~• OueT4 PInTDESi4N 4RAO~snNOPRic~RTnpNpL aCCpPTaNCe TH~RAawfAYANO CONFORM TO APPUCABLE EOITIONS OF THE $POKANE COUNT`f STANDARDS FOR ~AES 9 ar ~ ~ n a$ j ~ i
STATE-LICENSEA PROfESSqNAI IAND SURVEI'OR SHld.L VERIfY 1HAT THE 4U1'fER ►~1.~~1 CNaRaCTeR~5TlC5 ~oN 6~~CFR RnaD-S~TA. i1+7fi 'fC> STA. ~A175(Rf' ROAD AND SEWER CONSTRUCTION AND THE SPOKANE COUNIY GUIDEUNES FOR S q1RB FORIIS ARE AT THE CRAOES NOTEO ON 7riE APPROVED PlANS, 9HaLL6E pLC~W TESTED T4 @YALUAI'E 1'pT~NT~Q~ 4UT'fER PONDW4 91Tu,4T~pN9, PRIOR TO PIACEMENT OF CURB NATERUU.. iHE OON~RACTOR IS TulS EvaLUA1InN Mn.X ~tES LT NrNE k~VALaup REpLpCEMENTIx''11JEEWTIQE ~
RESPONSIBLE FOR ARRqNGING M1D COORDINATING WORI( VfITH THE ,qp~t BE,CTInN, i,.~vigwi,~, ~Gu~R sEC7lcasTp WCReasE ~praUZ80 t~MlB ~ORMWATER ~lANAGEMENT. ALL OESIGN DEVrAiIONS HAVE BEEN APPROVED BY DEVELOPE S A PRO AL ~ PROfESSIONAI UNO SUAVEYOR. nR'rH~pnDl'~C~N ~FG•iuLH To a~rCyRgpRl~PS.[IJnrE: THE6ECUR6 pRpPSM~~ TIiE SPOKANE COUNIY ENGINEER. I APPROVE THESE PWJS FOR CONSTRUCTION. Irr
~ R2[R41RED8514NDEVIA710NP1tIOR?nIU51'ALLQTI~N) Af'('RCn/4L/AQCpP7AN~C A6 WEIL as REN~~AI,~Rq~t,pCEMPrJY WILI BEAT'fNE OEX(tCTInIJ C~p'r{I~ OESiGN ~ ' ~u4~uE~a ci.Pe.~.~ dNO/~. TM~ ~~N~ c~u►~r~r eN4~NtER. CALL BEFORE YOU DIG 456~
. .
_ , , ' , . , ~ , . +
~
/ i WRYE TABLE , i ~'7 /
I CUR4E I RAOIUS I LENGTH I TANCENT I CHORD I DELTA I I ~ / (.L / ;RAPHIC SCALE
~ C11 30.00' •47.1Y 30.00' 42.13' 89'S9'3S ~ ~ W I I ~ GRAPHIC SCALE 10 20 40
~ I I ~ 20 10 20 I ~ I (INfEET) ~
Q ~ ~ r ~ ~ ~ ~ ~ WARNINGU! c ~N ~ ~ I inch - 20 ft. 3
o ~ ~ W ~ ~ - I ~ I F1B~R OPT1C CABLE APPR~XIMATELY 30 t inch • 2o n. ~ Q
N ~ ~ ~ EAST OF BARKER ROAD CEWTERUNE. ~ I ousnwc s.o.w. ~ a I ~ ~ CALL AT&T/GTE FOR LOCATE O ~
' i ~ , , i i ~ i i i , ~ + o co J
~ ~ a ~ L--------------^------------------------------ -------------------------------J 1.------------ v- Q ~
~ W ~
~E INIER~CTIDN OETAL ~0 Z J W
~ 34, 2 , acsn~c R.o.w. 'o, 03 9ARKER ROAD ?o +a = - - _ (n
~o ~t t2 ~ t~ 31. ts - - - - - r - - ~ - - - -I - - - ` - - --1-- - ^ - - - - - - - - Jr - - - • •1'w NOVJ4'7YM ~ .i U . W '
i "Jh ~ , PROPOSEO R,O,W. E%ISRkGrEOGE , Z~ a ' ~ ^ PAV¢uar , 2~ ~ LLJ
I ~ ~ ~ ' , . 1 l~~
/ ~ T _ _ - r ~ y - - -
m / r _ - r ~ ^/l l / - 1 J - -
i +Y'! N / / ~ ~ 2 ~ . ~ . . .~r '!_Y j i f i` - _ ~ - . -
, us STpP/ I , ~ ~8~' e e I / , ; b ° C ~ ~ 1 , . , . , ~ r ; ' I ~ ` ~ r ------~.~~~~~~~---~----------~~~---r--~~~------~^---------------~---~~~~-~~~~---~-~----~~---~~~~^--~~-~_.--~~~.------~--
5' F'UfURE - .
W ~ ~ s SIDEWNJC, DRAINPGE, UTiUTY L.._.,_.._.._.._.,_,._.,_,._.._.._.,_.._.._.._..~,._.._.,_,._.._.._ ._......_.._..J L.._.._.._.._.._.,_,._.,_.._,._,._.._.._.._.._. Z ~ ANO SIOPE EASEMENf
~I Q ~
Z O ~ ( e' ~ ' i
~ N . 14Y . 1 I • , ~ K R 2 POND Z2 ~I I .
~ 'nu~~~~D c;L i~ _ W B0.R E RaAD ~ ~"10. 10+14, )3' RT.(BARKER fipAp) V r r i r ~..11„f~ I~ ~ f ~ I BEGIN SIDEWAIK, IYPE B CONCREfE u~ri nn n-~n~ ~p` ~ ma ' - ~
CURB A11D GUtTER CONSTRUCTION NOTES "h""' ~ Q I HAVE REVIEWED THE CONSTRUCTION ANO TO MY KNOWLEI ~ , g x i ~ exirnHC a.o,w. ~ o,~ ~ p w G°,o FlND IT TO BE IN SUBSTIWTIAL CONFORMANCE WITH THE .
I OF PAVEI~ENT ~R~~ ~ Q SM~'CUT PAVEMENT 19' EASf Of CEHTERUNE. ~ ~ . ~0 C ~ ~ PERNANENi WIDENINC T~c ~aT~srn ~o+ii~ro~A te ~NE M1D ~ PROVED PLANS AND STANDARD SPECIFlCATIONS AS NOTfI
~ 2 RE6lOVE dc AEPIACE DUSfING SICN. ` I I FJ(ISTING EDGE O OF PAVEIIENT 3 Tp a% , t. ~
O F~IStlt~3 UfILIT1ES TO BE RELOCATED BY OiHERS 2yo6~ ~ STx 10+12 73' Rf. BEdN SAINCUT 1' INSIDE F PAVEYENf ~ S'~ • Q FDCE 0 ~
ON NORiH SIDE OF CEMERUNE REMOVE ASPHALT AND TACK CQAT. ~ DEVELOP S A PRO AL DAT e COUNTY DATUM 0 INSTALL WHEELCHP}R RAMP PER SPOKIWE C0, DESIGN'R NODIFlEO INTERSECTIOIV DETAII ~ IEY,NRES 9/2// ~ ~
°lC MARKED IN FlRE HYDRANT ON NORTH 00 ~YPE 1 CURB INIET IOCAiION AS kOTED ON PRORLE BELOW ~ 3B SIDE OF INDIANA, NORTHEAST IF INTER- ~E DETAII SHEEf {3E - - _ = ~
SECTION OF McMIUAN LN. AND INDIANA ~ P M SEC. T.25 N.~ R~45 E~~W.iMI. AVE. EIEY, = 2029.93 ~ BECIN A NG AT STA. 16+12, ~3~ A BEFOR YOU DIG 456-8000 C LL E. SPOKANE COUNTY, WASHINGTON
p01,'" 0~9 ~p64 0~0~ ~g2 !b `p0 0~ A ,
' ,0• ,0~ , 0~ p~~ ~1~ 0 ~8, x ~ .0~ ,0~~~ ,O~t p11~ . 0 o °v n" n ' ,c oo . ~ o, ~ ~
2~~ NN~n ~no N Q m n ~ A' ~ p p~6 p O ~ ~ ~ M ~ M ~Pt'~- e My~ 6 d N Ifr o V „ a~ F _ . _ _
~N ..N ^N ON =N .'.R rG ±6 N~p ,FM1 1f~1~ 4M }~V~ NI~I N~ n~ O'" N^ pW IAd Q~ N ' N ^ N N N~ ^ N N Y) O ~ M + n M N.- N d ho' qr N oy~ ill N C/L ►R .-N .~.N MN Mry '>N d0 +M t~ {N ""N n0i
" ^ .e.`_~~~.~ ^ ~N •~N ~N ~N ~O ~O O ^ •-N ~N N ^
2~30 .l~-.•-----@1-----••~---_ -_.g._____$,-_----,u ...E '~°~--~----e'Fi_
Q( NC 0.5PHAlT ~ Y J ~~~rs .
.
pA8`~ ~~0~ op0~' OpO~'' ptl°+~' ~~`l~ O`0~ op9A ~ab ~CA ~ .0• . . ~ ~0 0 ~ 0~ ~ 0~ ~ 6A 1 t
G~g ' ' A' ,o j A~ o~` p~` p~~ o~~ ~ o"~ a pN o o ao ' ,p~
2V'tV ^`N ~ Y ~ 'v1a, ~ QiW IVf ~ M N O- - i ~ ~ ~<°v o0 0"'Q~' + +Mr~~ o ~ N"' od ~~~o, ~ ar~ o i~
EDGE OF ~ ^/V ~`Y .r.~ ~N ,.O +1"1 fMl ~M +N Nn^ Pn,. g~ ~n Qi N p~` 77 ASPHALT ^N ~N NN NN Nry N~ MO M~10 ✓10 ~lp +M N}NI POi A N~ tf101 ~W ~ " rN ~ N . N ~ N d~ d 4 ~N ~N ~ ry nN
~9~ RT. -_-~."____.~q..____".y._____-E3.._____~-"_ rN ..ry ^ aN ~N u~i~ ~i°n ~q -E3--- ----t~-~ • ^ ~ a 2~3~ I ----91---- •--H---- ----E3-•----- r i~---- -H--- ~-----~~3----
- . - ~ -~---_'•~}_--'--~-=---~d-~-
EX, NG ISPHALT
~ ~ ~ II -0.0120 a •
~ ~ m Z -0.0~32 -o.o~az -o.oos -o.aa~o 2~~ a a ~ ~ ~ ^ °o -0.0080 I
~ z ^,L~ m ~ ID~ ^m'tr- - - ~N NN mIIN ~rSl~ ~N G~pi 4'l~ V~r~O m(1~~pp Crn RIGHT +M d'dA (DIN u~~ ~N INCI N(y~~y pNN ~,I,pp
N O ~ ~ d ~ N{ r N ~Q O O N O O O p p Z y~ N TOP OF .-N U~I- U~IV- •~p +J e T N IGI ~F qNp +NN ~p ~N CURB (~~~.a ' - ` ~N ~F ~~W ~ud N ~ Qp ?Q 1
, ' ^F41 ~41 U ~ r 203~ - - _ _ _ . r o~n _ a.__--
- 8-- - • - - - ~ PROP ED GRADE - EXXI~?ING Git9UN0 ' sP~~M1l~ ENGIi !L-EFl'S OFFIC m a ~ ~ !2 • ~ ~ ~ ~
,C;.: i- G O! S T R UC T I O N I'IANS• ' n N PR CTdr:
s• . ~ . I u+i d ~ RC~E~T;dJCE t~'~a /8 ' ^ ~~M f0 MY KNOWLEDGE U) ~ .
~"Tf'i'~CTIC\J ~OC.UidCiSfATI 'I O.PID C@P,i1f•~[D ' =CGl;D GFLu~~i~t A~ic ArOlq D P?~~d T4 f,' kP,":V . cE wmH rHE • , noNS As NorED. ~
^EPlF.~;Cc ~LY EST.~.Jlt3N'15~ CF ~hf: R7,1L3 A.VD ~ ~~,%„3iFJ^,N.- Iny;ld'J'7t~lAMC~ I . , ,
~ 11 12 13 14 ~5 46
DATE
. 10
- C'L , r ~ ~i
V ~
CURVE TABLE ~ ~
CURVE I RADIUS ( LENGTH 1 TANCENT I CHORD I OELTA GRAPHIC SCALE c>> zo.oo~ a~,aa ~s.ae~ ze.zr egss~sr CAUTION!!!! BURIED FIBER OPTI ' so 2s so C12 20.00' 51.43' 20.02' 2830' 9P02'5S ;O F ~ z
C LINE APPROX. 18 NORTH OF CENTERLINE ,oo ~,3 zo.~ 31.40' 1fl.98• ~.2~' 89'57~oT OF MISSION AVE. AND BURIEO 6" GAS NE APPROX. 14' NORTH OF c~a ~a.oa 31,43~ 20.02• 2s.~a~ svorss U ♦ 2
i c~s ~a,oo~ 3~.~0' 1998~ ~e.2r as~s~~or CENTERLINE OF MISSION AVE. CALL LOCATES PRIOR TO ANY EXCAVATI N (~N ~ 1 ` 0 , a 2 ~
AT 456-8000. 1 inch ~~o r,. ~ O
~ a
v
CONSTRUCTION NOTES ~ Qt SA1YCUf PAVEAIEM 6' NORTH OF CEMERIJN& ~ w - 3 } •
REMOVE ASPHALT NORTH OF $AkeCUT I,B~E AS SHOMM MID Tapf COAT. AEPRESENfS EXISTING ~
2p INSTALL SPOKANE COUMY TYPE 1 PAR ~ TO BE 4' CURB INLEf PER S1D. PIAN B8. ~ . _ a
Q3 REI/O1E 8 R~I.OCAIE EXISiWG 9US SfOP SION ~
~ . . W ~
U'?~ _ NDY19 M~ D 1
, t » ♦W rW .r ~ ~
aut eouHfl 3~ o~ c~ ~o ry ~ , n.
I ~ ' ~ , ~ ~~R v ~h1aLK`7r~ . ~asn~c v ~ 7 ~ l~~ ADflFfIflN . . r~ u~E ~ ~ RIVERWALK 7TH AqDITION ~
W ~ ~ , ~ ` ~Z ~ i 1 2 .%3 ~ ~ 5:`~ 13 d
~ ~g W ~ 4 ~5 ~ ; 14 22 i ~ ~ ~ , _ ~ r ~ ~ ".20 3 + ~ l8 ~ ~0' _ RE ACOUISIiION ARFA --r--- I U~ ~ _ I 10' MURE A~UUISITION AREA 6 P a P~ H
I o g ` - _ ~AUI'~~Nl.l~ - ~ ~ _ $ - . IXISL_G4lBe srop/,~ " ~%l'.~.:~-'i.ii°i.:jr""'. i~r~- ;~'~'~"~rf+"~-"'/J' 0 F :ri~.~~. ' ,ry-~ . ~ a ~
Slt~ , p ~ ~ .!'/~i'./'.~;' , .i'_:f' ! .~'>"Ji" i:~'~'-'y'~~i~.iiii~i~"r. Y c,~ ~ (z) t~ti0 2 2 ~ ~ z a ~ ~ .
- ='~====J ~ - - ~ , ' r _ 2 rEXISTiNG DR~U T ' ~ _d . ` ------a---^--~- ---d~---- - - . ~ ~ ~ _ 1. - - ~ --,-~•~~,n.~R~ ia - - - -o _ ? ~ _ tE. i]~ k69'~6~ w t8. _ ~ tgf_ _ 2t, ' W 22 SES~f 2J 2~ 2S. ~3
~ ING EOGE ~ ~ " p(ISTINC E~DCEJ ' - ~ - -I - , 28}- ~ MISSlON AVENUE ~ f PAVEMEM , a~ PA,~EM ,
MISSION AVENUE ie.n.sNua~ao ~w+u~f. si.~~,ea(~assroH ~ ~o.ooc►Wxuour ~wp iaao~aarowc ! . ,
SBG Pon1D DEjAI L$HaGj I~ 1 SEE INiER~C1ION OfTA1L c~. ~ ~ FofG as- 6i.I~~T ~ •••.•-~~onl ti , .
oF DRYWaLL. r I HAVE REVIEWED THE CONSTRUCTION AND TO MY KNOWLEDGE ~
FlND IT TO BE IN SUBSTANTIAL CONFORiuIANCE WITH THE
~ APPROVED PLANS AND STANDARD SPECIFICATIONS AS NOTED. p ~ i ~ . . g•Z~•/~'~ DATE . ~
~ COUNTY DATUM `~'AES 9n„ : , J DEVELOPE~ S APPROVAL DATE '7~ Al4RKED IN FlRE HYDRANT ON NOKIFI ~
Sf0£ OF INDIANA, NORTFIEA5f Oi INTfR- • ~ oN~o:M~O~LIAN lN, AND INDIANA SEC. 8 T,25 N. R.45 E. . 456-8000 ~
, , ,W M. , SPOKANE COUNTY, WASHINGTON CALL BEFORE YOU DIG 456-80
w DUW : Zl~.~
-i~.0060 • 0.0080 }~.pp71 +0.0080 +4,007p +0.[ 080 -U, )081 - ).0236 i ).0072 0.0082 +0.0081 -0.0078 +0.00"7 +0.0 )7A -0 D079 .Op79 -O.OOSD -0.0080 U
I ~ +O.OD79 -0.0094 -OAO~.~ +O a~~82 + ~)9 ~ .0.0079 -0.0~78 +0.0079 +0.0080 ~.~78 +0.~ ~0T9 ~~~T *~g +O.OO T9 ~0' MT.". . --BR8I0--- t9.QQ9 , _ ~ _ Z0~ W g :
q .V V ~ ~j V ~j U ~f U U U U tJ Nci d;r r ~ ~ ~ r a mci m~ or ~ n o~ °f~ ~ n~ N ~m w~ ~ e ~ m n oor m ~m ^ ~0n w U 040 ILL
cp ~'1, a0 N m ~~1 d ~ t0 . Oi ~ rD r ~0 O cp ' q -g ~iu~ r~ ~ mm ,~m 'ao am ri p ZO`1V W~~~4 ~N mh 'p1 ~C ~O N Y~'! ~ ~01 NN ~ v m' Nt0 ~ "m O 1~ +M IDI~ ~I~ W ~ 2~ !S ',7 ~ ~ ' `'~+~i ~ +r", + e!f + ~ ~ + y+M6~ v+,~O v+, ;o mo +g AA u )P OF '0 V)~
ID O io~9 O c0 O ~0~~ m p ~0~ -G.~.. ni f7 ^ ~ N ~.Q y~ N N N N ~N N N N iN N N N N N N ZO~V TOP 0 ~N ~N iN ~N "N .N ~ V ~N •N NN Ni W~N ~IQF - ~ CURB ' . A . , - . - TOP OF ~,N Q ' ~o~ ~ ; . ~ zg~ ' 1 958 LT.
29.5' a ~ a 3...~ _ e ...E ~ - CURB ~z r cu ~e iro~ ~vaE i 29.5' LT. W g ' 030 zo 40
ZO3O q1R8 INLET iYPE 1 CUAB INLEf i'tPE 1 RB INLET E 1 fURB INIET TYr^E 1 CU 8 INLET CURB IILET I~ 2fi 89,74 c72 t~ , rrrz~:ra ~ ~+e~-- _ , J ~~y~ ~ ~ ~ rr~ i ~ 38 ~N~~► cu»e ir ~r ~ ~T T~zo3e,~o 2030 O~j W + \ .
TC=D~i34.39 TC=2034.35 T:=2035A3 T:=2035.24 23 8~.77 ~~I 25+72. - zQ A-1 C U R B I N L E T T G 2 0 J SJ 4 T C■ 2 0.' S, 7 5 2 4+ 8 3. 1~ U„~ N P E 1 T C 2 0 3 6. 4 4 TC■203 3.88 T C= 2 0 3 e+. 8 9 z~ C~ ~ w~ ~ a ~ ~ ITJ Z ~
21 +12.1 B + +0.0010 _ ~OJ003 p ~ ~ I 0.0020 4.4010 +0.0004 +0.0028 +0.001 +0.0056 CR=2035,32 +0.0016 ~.00 +0.00~ 1 +0.1018 +;0.0021 +0.001 ] +0.001 0,01 17 ~ z w t - o w Q o cc
~ +OA00~' ~ ~ ~l t0.0031 +0.0020 40.004J t0.0044 +O.ODS7 +0.001 ~ +0.0 )62 +6 0021 +0.0038 +0.0000 -0.0040 WQ a i +~0.04/~ rg ~ 'U'006Q ~'A'flC I . 4 -'I,COIf ~;0.0026 ~ ~t , - -J-- ~ Y J J a ~ ~d a d ~y d q 'd --t C/)
~ 4 4 l ~ ~ 4 'R ~ q a ~ ~ W W W ~ W W W W W rn~ ~ IJ p~ W ~ W W W W W W W ~ W ~ W ~ ~ ! W ~ ~ W ~ p~ r~ I~ N N Oi ~'1 M n r~ 0. ~ < 'p~ ^y hM ^ P 10 Ci t0 ~ ~ Oftq Ip Oi0 O~iv~ ~ ~^10 .IW O.- VN~ 0?t~ a~ Nm ~ .01 rd. .N N d.. ' N~ G?r I~r WN fQ owl i
an ajtb .jt0 iN ~r0 ~1~ ~f~. N~{~ ~ ~O .Y if1M O'f v1 M1~D ~CO N~(0 y'W Ifl 10W O N NM ~d 00 ~ . N '~Y a b'O IQ;~ ~ N~ ,y 47 !0 ^ h p n I~ P M I~ P ~ I~ 1~ ZV'N N' 0~ N f0 M1 ' 13 C~ ' ~ IN t~ V f~ U1 1~ yj 10u~ T' N dj ~p tD " D ~4 m } } v~ r~ + r~ } y ~1 d O b +r'f i' iM r~ } ~rl + h ~r1 tI~ ~r'1 ~ i 1M „+j~ Mf0 d0 ~4 d0 NO u+i y+O O ~~p ~00 tb0 hQ ~-~j~ p N N N tV N N ~ry~ "SO -0 ti. -.-G ^ m ^r~0~_ .~p Ni~ .!O N~~ ~ N iv~~ ~ N N N N N IN N N N N N N N N N N ZOTV
GWE F ~N N.- .~N ~N ~ ~-N ~ J N ..IV NN N ' ASP ~ _ _ EDGE Of S
8' LT. -----~--e~►-e--~---~-•-~--~-~-~--~---~--d---e--~--rtr--~--~--~- -~s--~---e---E►---e--n ---a--~--a--e-- ---~r- -tj- -~---c~-- ASPHALT 8' LT. 2030 LT. J Z a mTA o
• 2030 ,
..o.ooa2 +o.oo» +0.0020 +o.oo~i +o.oof~ +0.002• +o.aoas +o.o~a +~,oou +~o.aoz~ +o.oo~a +o.ooz~ .o.ooa~ +o.a~i~ -ooo~o +o.aoi, ~ +o.ao~ 1 +o• io +c,oo24 +o.oo~o +o.oo~a -o.ooo~ +0.001 +0.0014 +p,Op2gl +O.OOi~7 +O.C~26 +)A039 ~r0.~~ ~~~8 + ,002J +a~~g3 +0.0047 +0.0027 +0.00~8 +0.0~131 +).0031
~ - I _I- ~ i N~ ~ ~ ~ 4 4 ~ ~ d d ~ ~ 4 ~ ~ ~o d a d 4 4 < 4 4 { d d ~ d ~ ~ d o ~ n N~ ~ i~ n~ M n n m e a
N.. a~ H n~ F ~ - ~r r ~ N ~r- ti ~ ~ ~i- o ~r i~ ~ rf n o -m -a~ ~N ~m m a w Hn ~!n ,m r a ^N ^ n ~ N -N N a~, co N m,~ n,~ b o `~i n m i ~ ~f ap ~N a m e mc0 t0 ~ a !N g Y M w d ~ ' p a~ ni ry ~f ~ e d o I.~ v n pf n a a 0 I Q D fV( 0 ~ w C, m a0 0 tp N N N n' r ~ O d r i r i~ D nr~' n n o a D u l N O r i~ N Y m N~p ~j W~: ^ I~ ~ n P h ~ ` ~ I~ m n ~ n Z N~ V N~ h.O T p N p d 0 0 Q p i' 1 a ~ O P' N' O p f h u j i~ MN O~ ~ D O l ' N ~ p ~ u p ~ 0 t D 1~ r~ ~j w ~
~F}~ +~M1 ~M } 1~ i,M1 + MI + i~'f ~ 'f ~ i~ ~ ~F M) 1 + 4~ f + M i i~ M1 y~~ + M + + M F' Yp) } I f ~+1✓C~ N JI O O ~ O b O ~ 6 n~ d l - 0 1 II-~ D~ II- 7«L ,~Rrp~ 1E -q;,.. ~p,,, ~ ^ ~ ^ N~ ~ J~ ~i~ n7il~ N N N N N V N I V N N N N N N N N N N N N N N N 20~ • N ~ N rN • N ~-N rfTl 'N ~N V ~-N '-CI rN ~N N • • ~ z o > ,
I I ~ " ~ - - - - - - -6- - ~ -H- - - -6:- - 9 - - - -E~ -E~- H- -E~ ~ - -E~ ~3- - i~-- --~---~~--~--~~--~-•-e---e- --~e---t---c~-~t~--c~--•-e---d C/L aao ~ ~ a
2030 ' ~ z ° .
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~ ~ ~ ~ N ri ~ ~
~ ~ ~ : N ~ 16 17 18 19 20 21 22 23 24 25 26 ~ -
27
SHEET
5 0F 13
- - - . _ - • - - - '
~
ROAU R~ 1.5' ~ 2' 1.5' ~ B5~ Q ~Q~p~ EASEMENT EXIST, Q . ~
UMI15 28' RQAD FASEMENT UNITS PAVEMENT. i
- EJfIST. C,` 25' SIDEWALK, DRAINAGE Mf0 SLOPE EASEMENT ~y 2p.
s~oeronuc a~ unun uriutt fASEMENT _ EASEMENT PROP ~ 4' g~ 15' 10' R~ 3~'
21' 10' ~3:1 TYP 3:1 lYPo . 0.5' SLOPE SIDEWAII( . 5' ESMT. '208' iREATMENT iUTURE ACQUISRION
~a . s~ . s~ ~ ~ AND SNOW SfORdCE 2'. 4' , 12' 12'
BdfE TRPFFlC TRAFFIC 0.020D Ff./Ff. 0.02Q0 FT./FT. IANE E1fISTINC 8.8' . 6.2' FFlC ~
,IWt14~t~ { NOlE HYDROSEEDING SFIALL BE DRYLAND IYPE GRASS, GROUND 2% ~~N 2x A~~ .02~ ~~N ~ 1HE CflASS SWALE AREA $IW.I. HAYE S Ih~NG 9• ,S _mmm=o~~a= ~ oomffic
SIDEWALK ~ AND VKi0R0US CRASS PlMl1'S PER SOUARE 2 r--~---_~• (AS SNOWN OH PIANS) F00T AT 1HE END OF ONE YEAR TO BE ~ M~
CONSIOERED CONPLETE. TOP OF WALK = TC +.2' ALL DRAUdAGE PONDS SHALL BE HYDROSEEDEU $WpI,E pEPTH = TC - 2' IYPE CURB ~ COAIPACIID C1A55 "A ASPHALT CONCRETE Wt1H iHE fOLLOWING SEEO/SIURRY 111X: CONTAINWG 5 3/~% TO 6 1/4X ASPHALT ON 7 \
7 COIIPACTEO CUSS 'B' ASPHAIi CANCRElE COMMNING COMPACTED CRUSHEO SURFACINC BASE COURSE IN 5 3/4X TO 6 1/4A ASPHAI.T ON COMPACiEO CRUSHEO SEED 40 Iba/ACRE 33X DURAR HA~ FESCUE ACCOROMlCE WIiM W.S,~.O.T. SPECIFICATIONS
SURFACINC BASE COUt~E IN ACCOROANCE YlITH W.S.D.O.T. SPECIFICATIONS 33R SNEEP FESCUEpyproved 33f~ REUBAId'S CANADA BIUEC S
~yp/~~~ p 12-24-24 FEFii1lRER 400 ICe/ACRE TYPICAL CROSS~SEC~QN EXIST• 4' COMPACTEO CIASS 'A lSPHAI.T CdNCREl I 1 r~VI~U,. ~f~055-SECTION SYLVA FIBER MULCH 2A00 Ibs/ACRE iwr m w~c~ CONTAINING 5 3/4X TO 6 1/4X ASPHALT ON
(N~T TO 9CALE) J-TA~ SOIL BINDER W Ibs/ACRE COMPACTED CRUST[ED SURFACINC BASE CAURSE IN MISSION AVENUE "~0R0JiN~ w.s,o.o.T. sPec~FlCanorrs. ~
RIO GRANDE LANE SANDUSKY RNER LANE MCMILIAN LANE AUGUSTA LANE
HOLIDAY LANE POTOMAC IANE 1YPICAL SWALE SECTION WITHOUT DRYWELL
SALMON RIVER LANE (STA. 19+06.37 TO STA. 24+83.Z3, (NOT TO SCN.E) EDGE Of ASPHALT
~ ~
~
A q ROAO ROAD
EASEMENT FASEMENT LIMRS UMI15 ~D 5' TWWSfTION ~ U
84CK OF SIDEWALK . ~ 1C AGPMAI T (1N K' ' e c ~s ~ r- i~~'.
I • ~ O : i. ~D EASE ENTn~ 17.5' ' ~ 17.5' . EASEMENT 1,5' ~ _ 8-~ _ r y~ I 6, ~ - W ~
16' 10' w ~ ~ ~ za ~
10' . 6' 2', IS.S' PAVEO WIDTH , 15.5' PAVED WID7H , 2' S~ z0 wF n nwrnuc
- . FRONi Oi SIDEWAIK~ ~ j ~ ~y ai o.ozoo ~r./~. o.asoo R,/Fr. ' ~ ~ ~ O
~ PLAN VIEW i ~ z~ i ~'I~L..~ WQ K( Z EDGE OF ~
/ ~l/T' PRE AIOlAFO JOINT FILLER ~ a` ~o~wauc ~ k (tS SkOVfN ON PUNS) ~ '6r' SPOKANE COUNIY ~ ~ ASPFWIT
rne a cuRe PIAN VIEW s~ ~
r ca~aP~:rw a,~s asPw~T co►rc~ ca~awiNC ~ SIDEWAU( TRANSITION DETAIL 1 y, ~ 5 J/4X TO 8 1/4X ASPHALT ON CA1lPNCTED CRUSHEO ~v • •
SURiACINC BASE COURSE IPf ACCOROMICE WIfFI (NOT TO SCAIE) 1 O ~ r 1" RADIUS W.S.D.O.T. SPECIACA110N5. EOGE OF ASPHALT I
~ ~ r , TOP FRONT Qi V1ALK EL ~ :r ~ I - - - • - ~r _ , I ~ ~ TYPICAL CROSS-SECTION ~ ~ ~ Q W Q N
o f~ TROWEL Fl~ISH (NOi TO SCALE) ~ ~ _ . ~ , / _ ~ LOCALIZED CRADING W W w U • ~~w rOo
PONO AOTfOAI El. i . I'v IN VICINIIY OF CURB ' , ~~y r ~ . - +r _ ~ , SALMON RIVER LANE (STA. 24+83.23 TO STA. 28+83.94) INLEf IYPE 2 TO A ~ ~ ~ ~ U. u. .
~ DEPTH OF AT OPEN: •t:' o~~o ~ a Y Z~ ~ c'~
~ SECTION A - A w2~
~F
CURB INLET TYPE 2 Q ~ (NOT TO SCALE) 8 zN Wg W ~ d ~ l~Q 08- ~~u
R W ' ~
~ , FOR PLACEMENT IN SIDEWALKS (NO CURBS) ~ ENf EA LIMITS , UMITS APftON fl ~ 32 ROAO EASEAIENf TROWEL F.pCES WI1H 1/4' / • ~ R I K ~~jtQA ~ N
w~ws eoc~ (rrn) I HAVE REVIEWED THE CONS7RUCTION AND TO MY KNOWLEDGE ~z ~ ~ ~~o ~ .
c/~ ~~~y FlND IT TO BE IN SUB5TANTIAL CONFORl~IANCE WITH THE z a p, ~ ElSEAlENT ~6~ 16' . f/SE1tEP0T ~O 3 j m .0200 Fr/Fr Z
BROOM FlNISH APPROVED PLANS AND STANDARD SPECIFICATIONS AS NOTED. ~ F~ Q 1 O' 10' \ U ~ C ~;oN
1', 14' PAVED WIDTH , 14' PAVED WIDTH , y p N~j ~ R Z w~~ EDG£ OF ASPHAI.T W CALIZEO GRADING ~ U Z
I 1 I _ R a~5 NORMAL GU fR ~ ~ ¢ ; VICLNITY QF CURB Z~ ' i
0.0200 FS,/ff. 0.~200 Ff, Ff. FlOWl1NE ELEVATION ~ ~ ~ PLAN VIEW DROPPED o~ ! p~ PAVEMENT r GUTTER LINE a LEf TYPE 2 TO A a V n :PTM OF 8' AT OPENING J Q Z ' Z~W g .
~ TYPE 'R" ~ CURB 0
SA01fAP1E COUNTf , ~ 7~'tF~' IYPE "f7' CURB ,
CONCREiE CURB OR ~ -1 7' ttPICAI a' tNLET 3' lYPOCAI. y,:~ ~ •~y Y COMPACTED ClASS "g' ASPMALT COMCRETE CONTAINMG CURB 6t CIJI'IER ' "1• ~EXPIRES 9/24 J 5 3/4% TO 8 I/4A ASPHALT ON 8' COMPACTED CRUSMEO (UNLESS OTHERWISE ~ ~ .
SURFACINC &1SE C6URSE IN ACCORDAkCE WITH SPEqFlEO) W~ UNE SECTION ili1CK P,C.C. W.S.D.O.T. SPEqFICATI0N5. --DROPPED GUTiER l1NE „ W~
TYPE ° R" CURB - ~8~ U. ~ ix u,
TYPIGAL CROSS-SECTION ~ ~ , (NOT TO S~ALE~ y , , , / \ fl a . W z 14- a o
R~~~~.( ~~.Ct . BALDWIN LANE SECTtON wg z~~~ az asW ~ .
, .l~1" g2a9G ~ .0" '0 a,~~ H~g
CURB INLET TYPE 1 ELOPER'S APPROVAL DATE _ ~Cc uWo~ O N ~ F~ ~ N Q VI
~ (HOr ~o scu~ ~ • ,A
~ . ' ~ CALL BEFORE YOU DIG 45fi- 1
~ ~ ~
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