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Home My WebLink AboutCapital Improvement Maps - Vol 2 REGION NO.| STATE FED. AID PROJECT NO, SHEET NO. 8 WASH. a aT > £ NAR 7 OL ae a |e a a | 0.02'/ ft. 0.027 ft. rie OZ CHO Hee eT eiueerSyacre ees ————— =: or ae <i ee ae Corie @ 0.20 cn : \ CEMENT CONCRETE oe 0.40 YG! : we NS AND GUTTER @ 035 WA ae XM AE a << © 675) ® 0.35’ : ‘ 7 S : JO Sakon Eo a DRIVEWAY SECTION aed COMMERCIAL TYRE: “As wan SIA. W4eyeae Lt STA LL 15385+50 RE eee oe to : STA, L Heo2387 Li STA. L 1537+00 RT. Bis= SIA. (Os LO A. 9+01.9 STA. L ste -26 io. STA. FR2 6+00 AH. SU isi 85 i, STA. FRE 64 s@ . ar Sik 152450 0) STA. FRE 7+35 LT. EXISTING RETAING WALL meas t StA € ieseeer i Sik eR 7260. UP i= STA. L 153/521 UT, STA. FR2 8+40 LI. SE or Je 15) 15! z Si 11540 255 ul. STA. FR! 9+50 LI. | “3 note | 0.027 ft | 2 0020 | | aes SAC SSS SEAS SNE UE NUNC TENE UE PURE BENG PUREREREEUEEUURENE 5 — Se re EE Ft mg 0.02'/ft. 0.027 ft. SMU Si Su2=m=iten SS LEGEND NS MESHES UNS tp h ASPEALT. CONCRETE. PAVEMENT @GWASS 92) ASPHALT. CONCRETE PAVEMENT =GlASS see! ASPHALT TREATED BASE CRUSHED SURFACING TOP COURSE GRAVEL BASE. GLASS - 3B" R@GADVWAN sSaGHON -| a PR!STA. 640@ 16 ER’ STA 10400 OR STOLTS * NOTE:~1F NO WALL aTAPER TO MEET aoe EXISTING PAVEMENT el le wi He ted melt | | | \ coer 0.027 ft 0.027ft pee] | Pom Bo Pe Saal SLAY MOS? VERT S —— ee ea ; WW Th ; S|’ i) : =. SSS a a = : SSS ee ae Maile =i) == eee = SS a a ie Se, z i aa PENN TTEM =i Ua = = ee Si! = @O@2 Tit: FU oe AN vee ee 0.02'/ft. TENS NSS SS SN = aii a7 rsa yes ne Veta So 35) mentee Ne 0.20 \ CEVeME CONCRETE ~ agdee ® CURB AND GUTTER @ 0.35 < s2gle , SR 169 SR 405 MAPLEWOOD To 1 3597 Roapway Sections. “4 23,65 te PIR ZS J re C.$ 173406 gad ROADWAY “SEETION | es LINES SiReIOS SAY Gl b NOTE MAPLEWOOD DR, 1480+50RT| 22 8 6TH AVE, EAST 1487+53RT| 13 A ROAD APP __C -_1498+OORT| 15 8 a CITY HALL RD. 1542+28 33] 24 Q STOP AT _R/W i <= a0) .) Cu 9 N ~ v v 4 SR1IG% 1134 ef MAPLEWOOD Toe SR405 mes RIGHT OF WAY CHECKED ATE Chen 13597 Roadway Sections MP 2512 Ao Bef i's sheets MP 23,65 To 2 t ESlqite 117’ 8' Ca VARIABLE 24’ TO 25' CEMENT CONCRETE “ CURB AND GUTTER ae 0.02 /ft. A Els “a PE TEE cscs . OO2/ft. vooairt =i x ul a EREINFORCED CONCRETE @-015 ; eRE TAINING WALL 0.35'- S @-0.20 3DRAIN REINFORCED CONCRETE ms RETAINING WALL TYPE-2 fee rr oe ROADWAY SECTION "B’ AETENNATE SHOULDERS SECTION mt ROADWAY. SE@RER@ INC” STA, 1524.00 TO STA 1527-0906 17 ALTERNATE SE@ RON: ° I" STA 1505+22 TO SiWEIS@5+59:71 LT. STA1DIO+9552 TOMS 11:45 LT. WAR. 2.10 Ons CURB AND GUTTER CEMENT CONGRETE me G ESS, | | 2'MIN. CURB AND GUTTER & Ooi 015-@—f OSL MINS em nee ue CEMENT CONCRETE 620'- a Shore. CEMENIBS CONCRETE CURB CEMENIP €ONGRE TE CURB a a ROADWAY SECTION "B” Sees te ener ALTERNATE SHOULDER SECTION“IV” aan Ze Welt ; STA. 1518475 TO STA1534+50_ RT. ene a 0-20" Note: FOR WIDTH & GRADE OF DITCH SEE DRAINAGE PROFILE, Sheet No. SL 0.15) ROADWAY SEGHION 8" ALTERNATE SHOULDER SECTION “I” J pe eh ee ins A.1493+5 A.1498+70 LT. E E STA.1504+22 TO STA1505+22 LT. Sa Osc. lS aa , O02 . Srl sus % =O white a < oO” 1 VSS sur shia ee NS eee oy 0.02 itt Sy, 0.20'-@—~/ ©) o! 9) ROADWAY SEC THICGIN. By Ko ALTERNATE SHOULDER SECTION "Y” : STA.1534+50 TO STA.1540+20 RT. F CEMENT CONCRETE | CURB AND GUTTER Zz iG | oe pees Lge 002i. ASPHALT CONCRETE PAVEMENT CLASS B Or B-029 ASPHALT CONCRETE PAVEMENT CLASS E a | ae ASPHALT TREATED BASE CRUSHED: SURFACING -TOP -COURSE GRAVEL: BASE CLASS _B GRAVEL BACKFILL FOR DRAINS GRAVEL BACKFILL FOR WALLS ROADWAY SECTION “B" ALTERNATE SHOULDER’ Sa@agi@N “El” STA. 1511+45.7O STAMBMS=10- LT. VQOOSoOLO Note ie? \s AND GUTTER ab Weak fe 8 ra te 2 | 0.0 2 f t a : e a i BSE SION INO} STATE TT FED. AID PROJECT NO. SHEET No. | 8 WASH. | aN , 4. 4 Oa on r i oe, ie ole CYLINDER PILE re 0 oe BACKFILL WITH NATIVE. MATERIAL CONCRETE RETAINING WALL—p—_,}'= F ray yenam VAR. 29.7' MAX. O15 =) 0.20'-@ 6" UNDERDRAIN Ce ROADWAY SECTION “B" AEVERNATE SHOULDER SECTION °w “ STA, 1540+23 TO STA.1543+67 RT. NOTE “1 1! AND GUTTER a VAR. 21.5’ MAX. = aa ia ia Ran.” MMZIMPEIM EY 0.02'/ft: Th | wee INOTE* 4 © ROADWAY SECTION. °B” Ae@iaRNATE SHOULDER SECTION “Vil” Sy toi2+OO TO STA. 1516+00 RT. Note “1 3'Wide STA.1516+O00 TO STA. 1518+75 RT. Note “1 6'Wide *2 FOR BOTTOM OF ROCK SEE DRAINAGE PROFILE Sheet No. = a Os 2] 0.1 15° = ai, OU BHI I tae 020° @ 6" UNDERDRAIN SPECIAL GRAVEL BACKFILL FOR DRAINS lA ¥ Le - HOLY | : DoS = aN) 2 oN 12 92 | ele ta ee wah v> © 7 -cErOlVSl SS as aN3 2gg6"0 39 Zz GA ke gears: are - re oe 2 ea vas ! Tae ~ 7 axe a ve e ‘ Cee oe cai : \ . SEP st 3, 209 : ( iS ar? Xe? wo ax ie , a PN CaN o | nou Ce \, 2 4 Aes ow we gL*¥ \ \ ea oI i. V ai wio2e \\ i VAG tas / yao ; pA aw < ey) . * Se i ee aay \ yee 45R uN ddv Cu ee ‘ O78. ss aera 2 . ¢ | i : NS p07705! DO8 . : | O) : | i parzoce SNA NEI I ONE, fre Se Ba ao ae ah ve OO vz noe le Re z © 9960tEOGl 1d ee z O - ik : 2 | ech BT) 7 Pa ee = I aa) . ee ¥ Siete: ea OO+ 7 ieee ae i ere a “hg A SEOs] Og a Li] uw | 7 INGE ore 0 fe) : \ ~ O a 2] POSt Suva : ! U ; BS S0t ay es o\ vt rai | | 1-0 Nees “i Q\\ > ss SS, K@) NO es oh D\ a + a G / be %g * Ss O) ie eld 2 = aw / ; < O) : LE oe | ‘ a SG ir “ ‘ v\ oe © é La “\ Ce Oe o5 - Z 5\ BY ao fi OR - So e\ a ye 5 3 £5 1 by a be eo “y 4 Mo Cy Besse "1 SS Os YS Came (G9) ig ae) O IN aS % os Oo ~ Sa oO) Ts 5, SRK YR jose “(SIS f---— - - S = ‘oa + \ i — “ ‘le [Xo PE WINN ~~ 20ers aaa 112 565. J “Oa 7S x a ‘a i Og = WY i a Ng gee aN 0 5 7 sa Seas / ve he Es ae = a Oo v7? ~ bio ames ye 2 Lia djojo; fi /) at, 8 Si" igs & Pp | P. : paar Mis aS: lie oe z é , “ ; nu \ <— uy # 7, Ms ip 5 6 VP O 4 il Sy = A = hele 2 / // é ) ie a = Se O° iia (ree : é uM Wu lr kK iad Ch Saas IS \ 5 : / S/o tell We oO tie Zz OlO}O ie a2 > ° ON ke) te) (i 29) lJ DD) alo ro) 4 x ¥ + me ae : Op Wee Sox © Z 95 = Se ae A x ky ) < [e) LIBS of 96 d Jj Mp | ZO 2 Seis & ° XY Qs Ly ima : Ps Ob TfL}, Vy a ZOO rg ff fils Ay 4 b ee = toy oe oy 7 6 o Do Gy Gy i Qime | ow re O Ce Eo ity LS @) Ni Be oy “4s | W iy Zz Sieserale) Be SPE a a aod eae Gee teeta Slr | Np Wow w 2 fo) a y Vp ee eS eS <x Ind i Ss * >a Ko. : sae | Pie: Sanayi Snes ; “Sona a l eos SLERAGLES oe “ova | SBpRSEYD ee) ee blisz dw O, FOE POTLYRTIIAMEHD |. S0V.-yYS GL Geo BOERS os aes T.23N.R.5E. WM. SHEET NO. FED. AID PROJECT NO. STATE : WASH. : REGION NO.! § 8 ae dAL Fiyy GYVND Nigzg OSte | 6rL | / O2te6r, ELES<EPI Ta | | | RIVER Sod DANA) els SikSO) | Pe. DOUBLE BARRIER NO PASSING STRIPE ) a Lu ag = O > 2 Ly BL SNVYL WYOSINA ONS vp) PEE O Kk ke i=) dovn, m ne © Vt uip a @ KW js. ete SE \l wO —_ < N@ 3 On \ PG = is °o} ° a ° ©) oe | & Y DN i | m re us > | MATA if m4 Vo) Al 96 0r7*167!1 Od pZ+O6yl NYNLSY SNIdVd yS+6Sbl SNVYL NYNL 11 NIO3SG TO EXISTING CURB & GUTTER ie 1 CEMENT CONCRETE CURB & GUTTER ~ ~ “@axD3HS AVM 40 LHOIN OQ3M3IARY | \ | : ° i) Fae ee, z 4 a: (ale | Ys ul vl gl | o ¢ oO cl NI g 2 é ey + ~ O al 9) a a a io) ol Glo 1 ae a:| Nila: q Lk @ ee Seca Gla © i ZS*GOrl SNVYL NYNL 11 ONS | el ale — \ | te} fe) a} A © | 10} O \ 1-2 LI SNVYL WYHOSINN NIO3¢ ee) v2 | ibe|| |CE*VEVl onyYL NYNL LT SSYSAaY LId$ tN 45 0 (0) mS fe} a fe ys = (CAO! = \ Oo ial fe) Qe <{ o) Q | ZIESrl SNVYL NYNL 17 NIO3E El WSl6 | ie 2 O ou All ae | axl) | ye fe) >i Lolo O}w ° O < © oO SING ° te) roe) a | B ~ OO+7Stvl dV Sn ° rev] MN ® anita) OStISPL VLS belive ter wells ie Jo |2 ON }22US 20S - SNIT HOLYW : af] Zz Elo : a |S < fa} O wa Y ~ a1iva ag ous Sb Ss 2 Te a’ 4taAH« FIISS AW. 8) Somes iy, IMNCIL@2ZITINNG MA | oeS Ly Sop y's Goom wrd iH holon Sw = elena e Vr 29-7) yy Cob WwW. Uedaked meee £69 Se 4Zos PITSB4 OG co By nee" IMA L BSS 7 M.P. 23 Os p>) W2IAL PLE ZATION MM. eS liste SHEFTS Ly Le 65 DATE To 6 / @f SHrer ae i gcdlwasuliee oo i { ae 2S 50 oe Eats oe eter er COO Ceo Pe FE rey ce eS Se ne 2 fae) =. ven ee Le: ee —— ee ee s oe = ae awe POT. 1480+50.63 = CED AR a RD.APR "A" 10+00 sok Daa / — fa) 1480 / a Lo g O / Se ea . oO 1470 z i / Ss o. Qs : < Ze SZ ie PLASTIC TRAFFIC BUTTONS, 20' CENTERS EXISTING S R 1 69 No so -X j WY) 5 P ra) FE BEGIN OVERLAY 8 SHLD. \ Tu $4 . S _EXISTING SR 1693S: Le as EUS AGW = . ee 5 x Oy 4 t : i Min. eee BRR eh . a ce ,N61°09'43"W j= iS) DCF = a —= 3 ey ; === Ss AW nnn eae Fatale ene ts ee ie etal fo Sm coun oo om a/ A = i; an Soe = =A ° 3 ° ° ° ° O——o——_9—__» 6= or A —_ ee ee t co To EXISTING SHLD. = : er = vi = ; = : yi — 13 200’ TAPER fe) fe) 9 Oe oe ea rc if 3 PAINT STRIPE t ib oo ae = = Ny 10 AFFIC BUTTONS ia < (BY OTHERS) t S Se OO CENTERS ai | = BEGINNING@OF PROJECT BEAM GUARD RAIL,TYPE 7 2 caeneree z STA. 1469+00 4 + : MIP “23165 ae < CEMENT CONCRETE CURB & GUTTER EXISTING CURB OVERLAY * “NOTE: FEATHER 10 MEET EXISTING PAV'T SCALE IN FEET St Updated s\- 29-T) bo EP ae aati ok | JIM CL WM. Ss RQ \69 a WO SA46 0) 73400 geen MAPLEWOs er eres Be : yi T.23N.R.5E.W.M. Pe eet e | 4 ; be: : : OI ____FR-1 941513 = ; a0/ , FR-2 9+01.93 Q ‘ : NY, | af “uy : & : PO) 1S16+ 50 = ne aee @ | N ; oO] | FR-1 10+00 wl | Eibad > Q % ley ez | | eee : a 1S ND | | Paoeee + a | rae is aR _— 20 4 as 1,0 + db Ee | 3 VG Sy oy i ol ie © ib ee a © Pas ES) Se) 8 a POT. 1519-85 = | ; jw 74 FR-2 610000 FR-2_ PT, 8+29.09 [ey © ratte ~ RD. APP'E’5+00 8 pe Oo “ igkece ial. SOO OO) = | % as | O ce o x liga yd | & QO: < en | (ol: | e oe Le \ PREZ RG. 7+ 70.9) 10'R © ~ | a) Lo ie , Se ee ee : : DI Le % ‘ wae = i < 2Z Hole a) ld Pe uJ ee | 4 vs i pee : SR 169 is 12 1 ol me) Sy a —_— = =| oes to) N 94°44'W o oe ° ° N56°44'W ees s s oo ae : = ae = e “9 —- : : : 5 Gy) ‘ a noe ah . Le cal 1S OG) PURI De Ses OOS ard bP eae Dy, SUSU REN SIN ras 2 8 E é oO CONTINUOUS 2-WAY LT. TURN LANE © S 9 OC io PLASTIC TRAFFIC BUTTONS, 50’ CENTERS = S le < oP, : A 5 ajo = 0) a x ian s ® eA = CEMENT CONCRETE Rl Ee O + er = < CURB & GUTTER < A NS tN O ) ae < = NO 9) ps AG Le re) Zo + i alag 5 ale Ona . 6) C. — 110 ss iva << Se (te KOH, Zz = calle 9 2 OrIO i aa) J O:} 0: * NOTES: x ; | 1 TAPER FR1 ON LT TO MEET EXISTING ; : | PAVEMENT OR RETAINING WALL , | 2 MEET EXISTING PAVEMENT | 2 9 z SCALE IN FEET (en a bee 50 O 50 100 eo wo = Hw OD GURVE.- DATA a l 2S 9 P | A R ii E as 1512+14.28 60°01’ OORT. 5 50:0 BHES5 - 5/6212 | oe 1517+59.85 2°0000LT | 30000’ Be37) | 10472" 5 2 ss FR2 8+00.00 1°40 OORT 2000.0' 29.09 | 58 18° Ws y Hn) Updated 1-29-71 by Chi s2-e-7 JEM Se 169 ELIeZAaArco rh Sle Ane am € | = "A ae : ee [REGION NOT STATE [FED Alb PROJECT NO | “SHEET NO. | ~ “T.23N.R.5E.W.M. aes : ew | op ee —— Bae ee i i ¢ H oO ee e ope | w , ae | & EDA R RIVER : | a3 = ee ae | aes g = ! Q —— | ve Te) = a cme foegHa av a ee -. < | yee ea WY 06) ra > ae <e © « ¢@ nee Ole oy E 3 of | ; i = = OQ *., eed 33 Q a 2 i ae © a — Q | oO oe me One 1580 enmea ee «WS Ze QO: : < lis ; Fane eX 2 = S: CONTINUGUS Sayay Pelee © eS RARE me 1 TURN LA all | | 2 i IC BUTTONS, 50’ cT . x Pee o 8 POT 1533+87 = LO) et Ne RD. APP*G' 5+00 = falzl | | = io aa || ame lo}. 1a m) i ae oO q|/z te ORS a2 =|) Seas N Ss) Sunes ee oS fay a Ye =|? 2 a ee Sl = Hi _ x< —2 SS | Ko fee Zz + Ne POC 1b 24550. = OO | = O aa RD.APP “F" 5 +00 z9|2 CEMENT CONCRETE CURB & GUTTER Ju Nass O O 4} O < = COIN = O = Ds 0 opie < o =) Salta " Ie = al GEIO ¢ 0 O:/ a: Oh See + 5) |: oO mle Q- ox le O - off 2 eRe : | : | fig * NOTE: | £23 MEET EXISTING PAVEMENT vp we a ¥ tL a4 ty 2 : x ve 9 SCALE IN PEE YG a a en eo oe secre v 50 0 50 100 Fay — ee r) ge okie Ot CURME DATA ae ee P| A RS i L ee 1526+36.85 | 14°3615"RT | 2000 256.28 509.78 ha Vd - ead Updated 1-23-71 by CL Ww $B 2 PEON 4 DATE BY RIGHT OF WAY GHECKED REVIEWED DATED Ee BY ff ZAT: a Ls Siac tease toot din niet T.23N.R.5E. W.M. ii oe eae REGION NO. | STATE | FED. AiD PROJECT NO 8 | WASH. { i “2 4. ii [SHEET NG. | { END CURB & GUTTER ON BER i 1550+11.2 “ NOWES: : 2 3 4 END ALL CONSTRUCTION AT RIGHT OF WAY MEET EXISTING PAVEMENT TE CONCRETE CURB & GUTTER JO EXISTING CONCRETE GUTTER CURB & GUTTER PROFILE CONTROLLED BY EXISTING PAVEMENT. ADJUST EXISTING PAVEMENT WIDTH TO MEET GURB & GUTTER, STA. 1547500. 10 STA 155041119 S@GAKE IN EE | fe) falls moO Lon 10 O| Pate) od! + O) THe Me 0} Oe ar Ke Je | Sle O) Oleg ud aid QO: ca Oe ; ae LO lO af 2 K 4G = O:/e& a Sle END. OF PROJECT . ij as ie .oag POL 153221 = = ) S ale STA. 1550+11.19 fe) NOTE*2 y) RD. APP“H" 5+00 on 3/0 M.P°2519 Sai ee / yo a ras) : Zz Ol] 7 ff / ie woh nore N twen / Aly 14 15 CRTONO2OFY O) \. 50 eee, 7 te S uaa i A Ww} See Sie == lhe i a) Sai Ly ail | N Ve is S x y/ ; 4 Sai eG 7 | alk / N 4207 45a io 20 oe Ko) ¢ O-G i MO) weteiren ithe) = 99 ——0 | —o I i oC © in Ze (cy Ci aad : En ee “50'€TRS. Z5 ETc eee a a 5 1. Mane ae rN a 20'R 20'R © ae © 2 O46 i > Tacs Die ee LL = te i | = ee < Sr: ie a e) S 2. z Oe 2 a. 2 © y i ee O = = 7 ai Fa 3 Ni : = Be = LO i (cy ite) pe) Chis 0 w eg O size OG =) . aL eo) ‘ e 2 9 WZig & g = i —l0: < uJ Ww) & i < = s 2 = ri 0 x = O Hl< qo 6S fe um | Oe 5 Z ce . Gi 6 Fla) ein a or 3 : coe a) x Cc ss Z G ae z Ee i G Del 8 5 us ul CO} coe ee = 2 e a = 9 es z ea a cr a Ow i 56 s of 5 @)G) (a) PELE Oa a 50 6 50 ek gt CURVE DATA pe | ae ae fi le | 153944999. | 2208775" RT. | 100001@ON FR is6.55 373.06 Uedated ean by Co W. fod da tt JEM ON 1000S eee NI OLN | oa : ENG iol ai batic dt es | ree i “ITT OG+18bL VIS 4: EXISTING 42° METRO SANITARY SEWER % Pa i OO {| \ . eo if i ‘ ‘ i Wy i \ ql A b o% et i i 4 someecentusn cman i i i = : e 3 z i i | ay f vets ik 50 100 NEW WATER MAIN OTHE =tRENGH EXISTING WATER MAIN 50 INS REE A SCALE SLIBHS ge b LaaHto Sil OR a Se ee ey SOpb ies OL Te ommarnagepy GPa aS PEP LUD: BASEN SS REN OE EERE REICH HSS ens it@) iD ; i § i H ; +08 2 ¥ ; : ewrenowicoone +89. / i f i d fy i | So if i } ' H j : qi ; i id Vi i f f . f / / f 1 i ; i f : : 7 i H i f : : : i b |i EXIST. 42” METRO SANITARY SEWER i H H f : } i i 4 Fi % 3 i Z i ‘ : f : i j } : ; i i } i i i : i H Hi Hi 3 } | Sie | j @ EOD) : } et i f i i i i } ? i. i f 100 : , fe) : a i 5 : i j i i i i i i : i i { ; ; i i ; : j i NEW WATER. MAIN UNEITY ~TRENCH EXISTING WATER MAIN 50 ~-S ON 3ODUSG 29S -3NI7T HOLVW t on { % i i E i IN FEET SCALE SLIFUS J? 2 s7alt¢ ane GlS2 AW Sb. BO G2 ae to Td ALirisg L@SE -7 Sob BS. S Ceoersrayy) SPF7t aS Bel Ss) cA fi % } ; W.M. SY | NEW WATER MAIN ree, 5a ere as (@) je) z < > cx re eal 2 3 oS oom [@) © > zs ee BS) EF x =. 14) ke i Lu Le Shee z uu el <I O WY SLABHS ge Ee LEBHS GI S2 ‘aWr-. eb 3 S92: airy SL Tigh 4L(ML 9 LGSE-7 SOP'AS We Feom a1 Lp) (SCA ap Mee Te AS So fcibiecs 1) XS FE) ON, 220s 225 SNl Bol rae] O0*CeS) VIS ; SEWER : > : a eel ‘ Zz : aR <if an ae ae : op ye oe ee ae |) 7 at nu a NE Be Bac At x ie et rs oieenonsonsreceunnanntee etme \+ WM. Nia 6.9 Foren | seit prsnardhe Papamoa tenner aconhennms ods i Fy poids paonencservanioameoriencnnenseds Sustains a \ “ bd Hi . 4 E a lal Soierg i Cad tn ant } \ per ie \ i ior ci 3 { ie ea : a Lg Py) 100 50 NEW WATER MAIN UTI Y¥< RENCE EXISTING WATER MAIN 50 INVREET SCALE SLIPS qe? b LSet > bio SS Pin CES Peed nerd ALIVILY LEeSEe- 1 SOP as eL avom WIS LY Coen ee es NN Bic p SEWER ee og SS HOGG) Ia EXIST, 42” METRO SANITARY NEW WATER MAIN UTILITY TRENCH EXISTING WATER MAIN 100 50 50 INSP EE SCALE SL£xRH9 Gi'S2 Ly Sop D'S 6S fae > Cig > LIBAD Qi SD Se Aa) word KAVILG LG@SE-7F IE, Ccom Ard ee eo) g q. ENO. OF PROJECT 22) og Oo o= lo WM — ON <0: n> ‘ sJ rales EXIST. 42” METRO SANITARY SEWER NEW WATER MAIN UTILITY TRENCH EXISTING WATER MAIN 50 100 50 IN FEET SCALE SLI AALS Te ee SOISe AW OF. SS 8See ag No taf KLIP ILD : fe SG 7: sop OS oO, VeaMyaqtWdeL/ 6olt as pee fe 2) ne a 3JNOZ HLYON W3LSAS 3LVNIGHOOD NOLONIHSUM pL: abl yas i lo pe | = 6£°99 17 | GEL G49 GLI, -A We 209 £226 99'7-X We © aN Kea & fh ia } S Gy 3) & XZJONI L3ASHS 2.x Zep Mit ra PtH HE O£'29 GO! FI PL) 867428 9997) - 77 on A x L Bey. -77 Loe Oth 6L/ -k 620 110 BIOI-XK ps —L29 x= 609 ae a are ee = poe aH naIadYUeD +s - Ce OBE tp - ae x i” Ma NTT ee [2 oat k ite u caoeen nN xo CAS Were aiid Sob ae ee F p aS Os “we ioe: 2 <8 4 ‘4 aur} os4ew i fee thane sie AG OIIGL! LG! O90 L99] ~) OS ipa ln ne. 8 WASH. REGION No.| STATE FED. AtD PROJECT NO. [ SHEET NO. } i T. 23. N. R.5E. WM. DATE BY a LL : ‘ GOV'T. LOT 9 SW 1/4 SE 1/4 SEG 17 N SEC. | <1 - \ SW 1/4 NEA & S Ny eC) | Sec 2 BENTON. \ x : fh a | _ N Woda NW ae ek oO : <a a 2 : es co LOT 6 \ SECA De | ee Bw Nae mire : : Aes 2 , é : ? GOV" : Hel | | ee a . GOV'T LOT 3 | =e Mee 6 zal | | GOV'T. a SEC. 16 : SS * iY OV'T. LOT 4 SEC. 2! SEE, 17 moro \ ee - : 1520 eS 3 \ ; ; A S : —“>_ = Gov" “geec: 2 oe oe \ ae : Peas SRI69 Se LOT. 2 SECs 2 Ta BEGINNING OF PROJECT ea << bo 16 . De fae = + : aS, oe 4 y Ha ue ee eee ae 1469+00 < ~~ oO NSEE eee 2 : : 1500 $5 y/ Se ~ Seem or mr 25. tec : <4 ia ee ans o A i: SEC 17 ihe <>? : i : a at nN we te 7 GOVT. Lore t END. OF PROJECT SR 169 Sta. 1550 +11.19 MP 25.19 a PLE VALLEY a=====>e ; ne oD Be JIAPLZ YALL BS HSS == re g Eee ea Be e On Mie Or es ae ee R Co See \ : a6 AO SSW ia NE 1/4 aaa ALLEY : aN 2) Ji BEG ION or \ a * 2REANGS Cov 1 101 | a Pa ee ae \ i Wa < S : ; i | tis ee ‘ . A x GOV. tO) 10 Go SEC! oe eee ee e a ae . SEC. |7 : Soe : Reece res ee oe ne ss y X wy x& 4 a ae iN \y \ ” oe ; a \ GOV'T. LOT 6 7 \ NE W4 SW 1/4 ee 7 \ Se fea { 5 ‘ © Ov c Ge iS \ SECs 16 we ~ a i Gy SEC \¢ Cs SEA NEA 7 \ NW 1/4 NE 1/4 we ig LA co SEG. Ver 7 a SEC 7 Ss 2 ’ \ : NY * ae — ‘ SE SE 1/4 \ oe \ ve A Ls TIT Sie VA ¥E © We SEC. 16 \ ew \ sw la NW 14 a ‘ oe Bil : ee ‘ NW 1/4. SE'U4 7 \ SEC 16 “a NEIW4 NE 1/4 \ a | ‘ i x SEC. 16 oe \ 7 ‘SBC. 17 \ ’ oe . Zi \ (3) SE1/4 NWI \ \ : ‘s jae SE SEC. 16 \ se Poe - : ve Ce Ze “ ee | ! A. (724 SE /62 i SR 496 BST Z. * oot & aa Marewr iu 200 VICINITY MAP a 400 200 0O ~ 400 800 1200. 1600 SCALE IN) FEET wergin: Of. Project =~ 1.54 MILES LEGEND SUEETS EXISTING ROADS ====== GRADE, DRAIN & PAVE AP To P4.P @5,19 Vicinity MF WIG te ES OSS HEET } : Jlevge Of Fee w so a) - 1,662, 722,04 179,672.68 To pesaquae 1 663,202,725 k= 1, 663,682.96 4. CURVE > Mon pe STATION See) |} ae , £539 +4999 2° 08°/5 “RT | 2000.00 180.55 AS 26+ 36.85 ie Sea Re 2,009.00 (256.28 | a a Y = i te Ss — S. ‘Zo HRS 3 Fi 7 J A Stee eae eg ae WES enone oe ® ® | < ara | N Nen3.? aE 2 ne ‘es ‘SHEET INDEX x Ve f S, © & DATE OF PHOTOGRAPHY: 4-10-63 x= PCS I/D) 73 ¥ = 9/77 528.3) Ls $4.88 ——T=" et SCALE: 1I"=100' WASHINGTON COORDINATE SYSTEM NORTH ZONE WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA ,WASHINGTON KING COUNTY PRIMARY STATE HIGHWAY NO. SMV RENTON TO MAPLEWOOD PEANS AND CONTRACTS DIVISION MAP NO. A-143 CONTOUR INTERVAL: DATUM: MEAN SEA LEVEL !960 ADJUSTMENT DATE: JULY, 1963 SHEET i OF 3 SHEETS