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Home My WebLink AboutCapital Improvement Maps - Vol 1 MIA PL T. 23 N. nee. i W. M. ee ee ee | EET ee ) WASH. | | a aN © 1480 i et ioc cL) RS oc ee ee co cg! a Ee ; i: 4 ore Si " . ‘ | tan = ee tap a I Se 1490 g , =a a: eS ) a aes f ae S o & 38 a ia ‘ ge pe. it eh C3) og] a ere ee - Bee fo. Be icier = z| © es ie + ST = ne = OVRED raae4 poe le) es N oO) N | 1470 TT Blo o a6 32) RIVERS SN BEGINNING OF PROJECT a ee i ee . i. ial Gol 3 Se a 2 O SRe1G9 STA. 1469100 BEGINNING OF ENCROACHMENT Pe as wee =| reg Samy os ee O EASEMENT SN es 2 MP 23.65 HWY. STA. 1471+00 = re Once’ 0} s Ne ola O) af ay Gy. go TT tna ‘ Pane RR. STA. 740+59.70 oe 2 ae cl ag Gyan : ieee O — ie Se ak END OF ENCROACHMENT fe ala al Val Ye 7 te Wie vt 2 Ol<t HWY. STA. 1485+00 = \a OE | eee. | Pie eats 9 Oh | a |S RR STA. 726+6194 i CEE yg : ~- $ < SR eeCACHMENT LINE RR. HIGHWAY B/W LINE 3 al Si aa OS | ee ae j = = - ~ — ‘ zs So a WY Evy ~ ; ms ° z x aa Sect ea s ani —Saaees : Lu : % = pe TO MAPLE VALLEY .-Weab0" a s45cy cae : Saaee peel ud ee eee PRE Sk Sa aera EN 2450 Cee ~~ S664" \N62°84'59"W i [ Sa telelet Se NO SPE ; SEC Sa ss. |. tee ‘a '47' a7 SR-169 ie Oe\ < Aza} cl. | [4880 7 : 100! ae here ee, aes L . \ icine ile al eee Le See Be i e set i —— R-4 Weak eee = 1481+10 1486+8928-7 \ 1488 +0706 ata cat = 2 io 1] i Ke ORL LT Ta See R 2 pr ae = ol “[30'R i w} ay man i : d ao. - 18 a. , \ P BIB AX od 2 Q \¢ gg ; ee. RES : i g ae K | oN = ce = OS a: hi ANG :. = s nile N @ tN S ia alts : ° ae S 0 a a. t D3 | | a = ‘ + v ae + | \ rd rd ® + ig | | \ = 0) E | @ . a F | | | \ x Non \ | : x S | | oOeee is x6 egies Cae SESE DENOTES CLEARING LINE x" YZZZZZA. «=~ PAVEMENT REMOVAL, PAY ITEM ROADWAY EXCAVATION RXXXXXY PAVEMENT REMOVAL, PAY ITEM ROADSIDE CLEANUP A PEAS SHADED IN GREEN | INDICATE SEEDING AND/O® SHAPNE | 1 We eae NY eet el AREAS BounDeD iw RED zt 100 0 100 200 a va TiO RGGelVe Ve wAN TING Sov | m | es | 7 NATIVE SHRUBS AND/OR TREES 5 Pi_ STATION A R T L al SR 169 146250000 | O1'.15'16" LT. Q' 0.00' 0.00" SRIG9 149250573 | 08 50 59" RI .2000' (SAS |. 306.91" ' h RD. APP 'B’ 942214 |75°16 00" LT] 40° | 30.84 | 52.55" wiih nga My Renton Municipal Bldg, W 200 Mill Ave. Se. Nn | Renton, WA 98055 ; f $5086 VM ‘uojuey ' Bpig pedioyuny ucwuey iGGdcG VS'OF OV 1] OOS l<GL| Piers .G.cdV Ga WEITI ALIS FHL 40 391450 oBOe | SLUG | 0OOc [ld .69,0S.60)] Goo cor! Sol ue felexe) 00'O | 0 LT SLalsol CCootcerl. 60) 35 7 py XY V NOILVLS Id | | ViVd SAYND sa7at ao/anv Skaaus AaniLyN Sh @ PN! LNW ANI aAV2eaAI evale 2 : BS Se ta SVS | a ss as en | | WN Aya N¢ AAANNOE) Svaa 7 | INid WHS aAO/ANY QNIQ23R3S aivoidnl | Na32aD NES Gaav ls Svaa 4 | dANV3AID SdISGVON WSLI AVd ‘TWONSY LNSWSAVd KXXXXX | NOILVWAVOXS AVMCGVOYN WALI AVd “TVAOWSY LNAWSAVd ZZZZZA r ANI ONIGVaNS SSlONaG 4 Oo) ou Se) & S) 1) Sh m © 4 Pid A _ \ aS P| s © 3 S Sg ‘ > . eG! -U Qo O \ ; é ‘ CO O j ps x SI lr = R ONG U y ol cm 8 - Ne a % Bl 2 é 5 Cee @ R . 8B a © a Ne = 0 ae) pee Q 70|0 > 00 ENE Oo e y eh . Ow 2 aA * 2 oo. cN A fi H ma L = att Hla) s R C3 Fe Y.OEF> [OO Ni NI fe) a |g : O BOE ie) > Ww) 90Z0*88rL iA OL*LSVI> a ie BE: coool} M.6S:72029 NN fe y9S: eA a pare ee ee — a OS __Osr ABTA S1dVN OL : . ate z co - 5 b : = 2 Fi aa : y “ 296 OV BEL ; aes: ES alu ‘if SANIT M/S AVMHOSIH 8 YU SNI1 LNASWHOVOYNONS “YY > ais By / yEl9+9SZ “WLS UY O48 S 2 7 ie 300. a | xm zlyn eX =OO*GS8rl VLS AMH Boa () a : sae - i | Poe VAP 0 Os ee LNSWHOVONDNA JO CNS a cee e i. 2 ee oe ! LG 7 oe CG > pa dee Ss a aaa OL6S*Ob/ “VIS “UY saan € SS a oe \p Ae eae a4 RIS meee aes. = OO0*1Z7L “WIS AMH OO+69r1 hit poe: bs i * INAS YA & ee 2 ae on : “ LNBINHOVOEONS 30 _ONINNID=E as je) ies = = = WIR + Ol es ie --- ‘ 5 ee ee ee 8 Po De eli: 4 ee Sh o es oe SS LOsgrOud JO ONINNIDSE =: : = O10 ale i ome les BSB ai : a — OLvl a: as -+- ee |S) = UJAYNOLNOD 49 OL YAuy Ol ay Pirie F 2 - . 8 O oe 3 an O 3 Of =¢ ; 5 poM ce ee = ON “eae ee i a, -U au 5 aan uN Seine — © ‘ 4H i, od i eo ds ae ror or oN ¥ x pee, OSL G “HSYM 3 | e e ° ° e e Co SS ae Se — —— = = ‘ON LS3HS | ‘ON LOSrodd div ‘aad BLvis |'ON NOIDSY WGN M = Pea N | | : H | | \ “HONA “1SI0 aadvut | NMvud 07) "BONA ‘TOUd a3y493HD aaMaIAsY GQ3xSSHSD AYM SO LHOIY aiva | SHEET NO. FED. AID PROJECT NO. Zz IN oO) T 3 ‘a lo O - @ ee Eg aS Ei < By (oa) b 3 es * ra rE fe) z Ze : ag 3 @) oO (6) t| t : oO © waa t 1 ! l (Re ie ie) (fe eS a " S ee ag OO FO 6 (ois aera toe ae See Oa lO Oe) _ ines Be eS ae ! = OOOO -— om oO a oO ! lanl a a a a 2 rr, OnNnDDOD aa 1 1 ip 1 1 on Mmamvow oe | 4 3 4, c sss LO Vd n ae 5 LAS ¥ Me Blas. Or O5 -s Ge. Ov 2 Gi O Sony a ae A D A ee A QLELN “Shee fog. eS) = lu Blo ° So. a rm < ere fe); o Qu an =5 SL | 22 ri2 U } SW ce) te a nat ee a Oj Hy aw x] < aa a oe =]8 ee fe) 9% Lo Cai @ Ee: C2 ™ go re @ O 6 2 . : ee = Lu 9 Y) ze . z = jae 2a Qu lac ae 52 ma Ou lal é Cae ea Ww — : (LYSAINO -g bl << WHC YON) LNSNSy3 ae 4d 8 NOLONYLSNOD = Lis ' WW a) l < © iC) . SLNAW3SVa 0S mloo*2ts! fe SOvNIVeC =< e o + bab + USb e8) ave OS Awe Q: + © © O) ‘ © . + — a J RE ety). Oe oe wae : Da Eh fe) +|0u/0u]0] en] 00 NTIS |p ]O1O SOO] TIO; |. TIX] O JLO} CULO st OW | — AST KE a 6 Om®) vas O ane NILOIKN IO] |D A a: Cpr ee NIO]MO;OIs =a x 3 “CBee anes — NINO Fae Ga Sf FZ i ss ; ad | ig ells sl oO ao a OlOlOlOlOlO Ge oO O = ara ereeneene t +t One oO OOOO] NIN oS q 4 Oo = olan : ome Sa “ Bo CO. ‘a = aad Fi uJ S25 |sealeec| seen Se vi) Ue es Oo S| JOlQ/Qjojojo (5 a." y SS rial ieee or © |, K = oe 5 | elo \olalio es aie oO} lolo|s|os Boomtooan o 2 Q ©} [eal] ]s : = 56 2 o}O ole ee ON - CO { Sse = Peo. O A © WoW uJ OO} LO}O| NNO wee COON O > O}]r]DjO}al]n a = : ZS BIisie [eee 10 0 oO O tae Lu CO alae coale aealane ‘ teats YA ! Se Lu KH CO} QUIS | CO] LO} OO (ey ! 1 ! © fem ie —(|@ |e x aera ul bu O ap FHO;LO LO} JO} be <ie <I Ss, US| = = —lO|O!1O} Ja |_. N a Soy | Sale (ts Pea N a Qe Me) 4 || eye N GS WY} | LL] Oe |O NN vp) Cte stress | “hee SLIDNS GF YO B LF9HS ee ee | wonL 13 vil bien aw 98. S@be dw aiLva Aq | aiva i} AG R) j { y rs re LaA3SHS NId 2655-1 SOv-yS OL BOOMa dU 69| -2S te. n eee el. So | SHEET NO. FED. AID PROJECT NO. STATE | REGION NO. 8 n23N ROE. WM. - 130) a tee STA) 15501119 END OF PROJECT MP 25:19 GRADE INTERSECTION LT 942+2633 POT. OOtL CONSTRUCTION EASEMENT ay } soi 2 = lw) ES9S*6 PSL —--O0*67G1- p< SL Orel Sec) N 39°59’ 30" w VSL Ost L Td 666P*6ECL. LINSWSSV3 ALIA ES ofS gechs- 1 EP+SE EGt OO*SESL VVEStZEGL ENSWasVa NO Snel Sneo- a OO*ZEGL oy &% OO*SEGL + LNAWSSVa NOILONYLSNOD LNAWASVS ALITILA 4 £ ere. EO*9EGLe N SECO* SPSL ~ Kevakensorcetl LVOStEPSL 4 OS*OPSL OO0*6ES/ Ld OG9EtLFSL SS oe Oo OS*StGl y 42104 4096 ita) fo) — S6 S6 Go*VEGl & LUASNI = aha DRAINAGE EASEMENT Rages @ PT She ; 1 OE ofS) OS*6ZSI fh M\,GLZGoLP SE ce ol Ae AN = cae ee ae ie N SE FOUNDATION OOtZESL 2d OO00'0 2a BONS" Mia 1Od 968s mod OOCGOrscsl ScGl Mei id GtOG+ SoSl NOILVNOA (INSERT ) CONSTRUCTION EASEMENT ~ 40 20 Ser vegl LNAWSASV]A ALIILA GaxNDSHD AVM SO LHOIe OGSM3IAse 3iva See Sean UNL S/ YONZ “LSI 207) “MONE ‘TOUd ~ @3DBHD QgovaL NMvuG Aa Serceel SZ*EeGl DENOTES CLEARING LINE 20 IN Ree ULL LL) PAVEMENT REMOVAL, PAY ITEM ROADWAY EXCAVATION OL SCALE © OSM asy io /7 3.06! 290.28) iO. 5' 200 100 2, 00G) 10,000' CURVE DATA 14°36 el. RT. 100 STATION SR 159 _ 15260736.85 ie SEE T, eae Spo (536249.09 | 02°08 15" SCALE 4. £ 4322S Geto ae ov Laans Nid L655 54 Soya Oo Geom sand VA B9OV-US ‘ele On ace a CPaoGHoens So ce 8 WASH. [, 23 N ‘ 5 E W M. | REGION NO.| STATE FED. AID PROJECT wi SHEET NO. a E : se ‘ Oo rn ae VO : ae 2 2 otic BEGINNING OF ENCROACHMENT ae a Secven E434 Corner (Not Pound) COPA HWY. STA 1471+00= _ 2 oe - ne : \RR STA. VAOsSee ea ie 2 "—-RORPR 8 @r913 86 ee x Se ce ee Ras Von ROD. APP. a. Ey \ 3 ee ae oO col gc: , ie ’ é g \ a ge “ END OF ENCR RO.APP B 9+4385 PT. \ — DRAINAGE EASEME = iV] | BEGINNING OF PROJECT . a fiesta teasgoe \ ve : wo Por 2rsog0 NENT iE SR-169 Sta. 1469+00 ‘ e 2 RESTA CEI 94 " §RI69 1487+53 = ee ECan oe af Ease R169 1987+53 = Pots \ oe Riy Le 319 M.P ERE SD aki Bo ee re RD. APR B lo#00—OCO y Ep eae ee ey 38 | SRI69 _1480+5063_, for - 2 ae ila RR. ENCROACHMENT LINE RR. & HIGHWAY R/W LINE RD.APR A i0+007 ase O000" Ar + Bie es Ne a . ee wo + ‘ co ON oe t so a os eee Se eee ea _ essen cece he ecenee PE eae eae To MAPLE VALLEY Wfeas’ eee KN va heii B go, + ee ee en errs POON 2106-6 OUR 2 10 aes 7 ee a ee ee Neato eee eT pineal eae OE a I69 me] Ee 49-4097 PC\ | Ray. R77 ee Sn EA ee Ee rh RE , RRR NS gt | BC BY sisi... ols een NOR a mM IPEDS 0: Eh tere reat nena + | 7 SS oO SR. 405 \ Pes Iau Ree.adce a tom {c “ar ies _ oe < x £ SS nsdo| [RPA POT 1489+1500= 2 oe + ee Fs . + S a : ot R= N ROT, I+ 00 - 3 - = | R=30' SLU ey vA — 7s a : 4 @ Ss \ a 8 O N + 3 ale : Ze ONR Nu ie 1425 < e SO \O ay seg. 7 LN cA e eo) Ke a , 2 - xd . a os * <i) . \ O | } . Cee? ‘ g 1 ] \ _ t | ta} - PROJ. ENGR. (10c | oe : DIST ENGR FEIGS Qed MARPLE UIC eke gon o ore U Sapa, sat rote DENOTES CLEARING LINE RSS] PAY «ITEM CONCRETE PAV’T REMOVAL RSS PAY ITEM ROADWAY EXCAVATION 24 E=| PAY ITEM BITUMINOUS PAV’T REMOVAL § a SCALE IN FEET eee ee a a 5 100 O 100 200 \ ass \ ie) wrist. x 933 YTD; CURVE DATA ee PI STATION oo fo A R Looe [ rt SRI69 1482+00.00] 011516" EAE 0’ 0.00 0.00 Se SR169 1492+ 9573] 08° 50 S9RT. 2000, 154.76 308.91 TM y RD APP B 9+2214; 75 16 OO LT. 40 30.84 5255 gi ¥ x= Rea my Sees {Z -3-7t JIM Fest Hole cs a < 3 TENN opal Rs Ot ign Checked By | t ; { + t me ER Des! : fi i et fs a lg cs Set anf 2 uv Reviewed By. Engineer of Bridse Sesign Supervising, $ BY | APP*D REY Bracket g a a co ~ REVISION Boxes, + Ackfed. Ped! # 3 [BAB-7 f- oH Ei ay BY _|APP'D A roe ee Fee: Be Bake srt hye eae ae Ee pp whee Ef 20% (anbabletiteedn en aie Boe ne ta Mt set ay Boa ae entacion gel Ses mewn naa “REVISION ee Tear Holes Aa ive Bracket Sta. (508 +34 woe tniniis Sled tant aan cae ane EM ile lpg geenp entcen Mee DATE RIGHT OF WAY CHECKED tal 7) jaiol gle EE x , { i w - < a 5 ce a7 of o Stn SERS > ir Wg 9) sewn | vty b oo ae iS aes vi? : Et 30 aa os & 4 : Q Baie $0 ‘ DRA ae Kw f- & ® ul , SER» i \ ae OLY i Maemt p oy hee las RD. APP C ALIGNMENT POINTS A= 4+025 POT. B= 4+3128 PC C= 1499+374 POT.= 4+9936 POC D= 1499+49 POT = 5+00 POST. E= 5+5662 PI. P= 6s5521- Pik, G=6+80 POT. DEN@ITES. CLEARING FINE PAYG REM = CONCRETE FAV. | Was SGAEE IN’ BEEE — REMOVAL PAY ITEM ROADWAY EXCAVATION PAY ITEM BITUMINOUS. PAV’T REMOVAL EXIST. PAV’TS \— 1503+09,66 PI. T23N. R5E. WM. DRAINAGE EASEMENTS| CC. 1105.08 PT. CHANNEL CHANGE EASEMENT. CC; 84845797 Pl. (BWART2 7/8) |? a CONSTRUCTION eee \ CONSTRUCTION & DRAINAGE EASEMENT— | (FOR ORIVEWAY & CULVERT) \\° yZqO° Sec Cor (Found) Ss LV Stone Mon. W/Lead Plug eae AS \ wate 1512+14.28 PI, \ \h ae % e \ \ Sa we t \\ ae fe) FR-2 ALIGNMENT POINTS H= 7+70.91 PRC. I =8+O000 PI. J=8+29.09 PT. Mcieintcl oS FR-2 9+0193 REGION NO. STATE FED. AID PROJECT NO. WASH. 1518+12:20"-Pil. BK. = /1518 +0236 POT. AHD. EQUATION 100 O 100 200 oe ee - \ CURVE DATA SCALE IN FEET aaa ss] IPI. STATION A slapaag. = 2 SO O SO 100 ISRI69 1503+ 09.6661 11.007 LT. 600 354,72 640.71" Le : SR169 1512+14.28 |6C°O100' RT. SoG; SIZ Cee 76.12" Pixs Ree) INSERT. SR1691517+59.85 | 20000" LT. 3,000 Be 7 fOA7 2" FR-2- 8+0000 | 140° OORI|: . 2000): 7 20703 58.18% RDAPP C 5+5662/6409 OORT. 200° 125.34 223.93 ’ : Ls JCC. (8*84 7913445 Sou. 150 234 79) ___455 08" eae . pied INS SHEET NO. SHEET NO. FED. AID PROJECT NO. STATE WASH. 8 REGION NO. T23N. RSE. WM. < OS 5 ootLes! zg g ao fe LINASW3SV3 NOILONYLSNOD £592 + 6S) GRADE INTERSECTION LT. 154242833 P.O.T. ‘= xe) LN C9) ive) o) { 5 > Tq. ko -Q ie eres age) > oo +b peo Z ‘ 0e jo} 4 a 2 i | eae ENS ; u > ————---—---__--- ld 666b46S ‘20d O86S+8ES| LNAWASVA NOILLNYLSNOD €S+8ES £b+82S1 00+82S1 S6 ‘Od bbe9gtles| IN3BW3SV3 NOILINYLSNOO—> S) e495) fO+9Es Fi INSWSSV3S NOLONYLSNOD 00+S¢S| Se+besl SE 69+ 8bS) bt Sb'IS+9bS| { in © AS ai cstees RS ‘Ld OS9E+1bS| \ SL+ObS| ane i Ms jDLOGHy i s Ob+ObS| i og of 08 +r 00+6€S! FOUNDATION } i RQ [ LYASNI RY SNI 32S cS j Yo | | 1 i s IIS Bye i ! JA \ i > I 4 oy ios 00+2¢5) 4 nes De ’ @, Me, | Aa Ve Sellar \ Zt Cae a y se a. NN WA | I: “Oo g aN SF oo aon We " CS FON NZ ene) ae AD ea cor o L ee 70S ft ee i r ; | F LOd 00:00+0 30 2 i = 10d 00006251 /NSL 2S.LP Qu a ic VOX Oy 1 as) | <9 . 96. / Oj. & Pe wy ey re) OS S285 Sa £ o~ W/o f O/K iad = Io gf WW Q Sq RS | . b/g / pageeeet Zz Or ra Se ao oa ow Ol ee aero) x | = One a ee Peco pirve? 0° gree?! o07£ 2" MENT fF ts AS CONSTRUCTION = JIM (INSERT) a 10 S) SGotveGl 68*ceSl INAWASV4a NOILONYLSNOO 6L+EES1 5.26 | SOS US STEMS 200 2562S IeSis5s ie 2000 10,000' DENOTES CLEARING LINE 100 CURVE: DATA PAY ITEM ROADWAY EXCAVATION SC/NUE IN EEN VELL SR169 1526 +36.85] 14 3615" RT. SR 169 1539+ 49.99 |O208 15° RT. Pl. STATION GaxDaHO AVM dO LHOIY ~~ Ga MalAae rae meth 307) “YONA froud SLE fl ee Cl ae PPS sep Ss bl SZ ail @b Saye 2 eine Laat S WOT _@lE 7 copas O, dooms TIP by Col ee oOnGCtrel !) SZ HS) e 46s = os ye } Ss CoS p34 MAM Bmos Dn fe PENSE En ES Ores | SPO NS DIE nC 2 ’ . song, ane nee 2 | ileep, ROAD SHEET | TOTAL D.NO. | STATE | FED. AID PROJECT NO. Nob eeneere VAP 5696 BABA. 54 5114 53.73. VAP 51:74 ° aS O : P = 0.641 "o iE | = 200 ae C= = oe 200 WG. 1528+9035 BK 1528+ 88.96 AHD. 40 - LT. + 34s 20. con 54.14 RL - 3% (LN ECRT = 2% FULL SUPER CROWN SLOPE CROWN SLOPE 1524 +18 | RULE VSURER 1522410 CROWN 1523+76 1528+53 1528+94 1530+60 CROWN CLEARING & GRUBBING ACRES CLEARING: & GRUBBING ae ge ee ACRES CLEARING & GRUBBING . —- AGRES ROADWAY. EXCAVATION INCLUDING HAUL CULYDS. Ee ROADWAY _ EXCAVATION INCLUDING HAUL. oe UGUEYDS.:: a EMBANKMENT CUNDS: EMBANKMENT faces p Bae ve EU MDS: EMBANKMENT ROADWAY __ EXCAVATION INCLUDING HAUL ROADWAY. SECTION ““E” ROADWAY SECTION SD! -:5-0. a . ROADWAY SECTION. “°F” = : poe eee —=—__> ~ foe 59.15 63.99 VP! +44 59.15 +02.5-59.15 SACO as 7) EVC +69. 60.04 GRADE CONTROLLED BY SR160_ PAVEMENT BVC:4+ 30 - 62.99 EVC +80: 62.83 BVC +30 60.51 VP} +55 59.35 EVC:+80 59.16 fe: az Ae i : 5 > we bee or -O ig ag NOR ia ® O:-© ::-O -- 0+ fs = To) S 88-8 Ree g WO) 8ShRS58 888 8 FO : 3 2 7 O e) Oo Oo Nn KO Oo (ey ooOon 3d 0 O ON yt: 0 : O = 2 ro) io ie 1G) ino 0 iN 1 1 1 Ww In Mim mM TO). aad Ps S a 4 Ee fe) Oo fo) on OW roe iQ 10 5 np & 8 O86 O oft eg¢ear Gee earecuey con : . ud + + + + + + + + ote eat tte te + Gr + + + + are a 5 : S Sees eae ee cata oe ee : aa : 65 Ce © Ore ; OS Con S ac Lae 7 tie 0 65: bO Ce Si ay mm > iy MS > a: (es eo = O oe : = S Li: LJ CHECKED DRAWN TRACED K-EXIST. GROUND Sek calle RD.APP_“C" 4+9936 POC = 50 4 SR169 14g: a7tO=P OT. Shh GREG 1516450. amma. Ps bots ER-2 9s 0193 = : Q@ SHEETS 62 = 7 FE IM NSN oles oa) Il te aia IIS] L <_ we) Se dog Peori Le MP 2519 SL fet Hi CS. I7S4 OG MAPLE Uu/o07 1-Sas2 7 IMI 23 €15 WS pe Pine eM ae Pa Beas ine ere Pee aes ak Gee eG ee cl eee 2) ee elirep. ROAD : I sneer | total Peat ce age cli. Os Beesescae e os ee : oe a EW NG. | STATE | RED. AID PROJECT NO. |") | arene BEGINNING OF PROJECT ae i MP. 23.65. MEET EXIST. - “PAVEMENT VAP-63.52 0 5 fe coc Gis Lt.+3%e Ltée Rt- 2% NOG oc 1494 +13 FULL SUPER 1494+55 = FULL SUPER - CROWN. SLOPE 1489+72 CROWN 1496 +21 CROWN - Mm CROWN SLOPE. b 1491478 1496 +75 _CROWN. O 1491+36 a CLEARING & GRUBBING AGRES : cole CLEARING € GRUBBING ACRES RING € GRUBBING ACRES - USC&GS - bee ROADWAY EXCAVATION INCLUDING. HAUL CULSADS, 7 = ONE EXCAVAT] ON INCLUDING HAUL CULY DS. ROADWAY EXCAVATION INCLUDING HAUL, CULYDS: | | 2 ee EMBANKMENT CUaiDS: EMBANKMENT Ge VOS: EMBANKMENT CUIYDS: @ 470M 5 6 7 eo se 8 400 | a a eee ES VAP 56.96 -O13°%o = =O48%5 ; i i ne (OO: 5O 2 ke Rt 48° : Se Be y Lti+ Ba --- fos ae 3 se 7 ie e STA 1518+1220 BK. STA 1518+02.36 AHD. Ute Rt, -2°%o Lt -8%e o : | Rt-B% FULL SURER +82 CROWN... SLOPE 1498 +23 .. CROWN. SLOPE 1500+ 44 FULL SUPER 1505+19 - FULL SUPER 1509+74 FULL SUPER: 1513+ 96 1517+ O6 CROWN - 150 7+46 AVE _ CLEARING GRUBBING ACRES fie eee CLEARING GRUBBING ACRES | | ig incon nog ROADWAY EXCAVATION LINCLUDING- HAUL eee ae ROADWAY EXCAVATION INCLUDING HAUL pe ea E Ceo te ee eo eee NAMEN IS Be ik e a CUNDS: [0 : meee Boe, EMBANKMENT" ca temps gan ' CUED i ae Some eae BS hace O isco |e - 8 9 1510 Py be Bee | 9 1520 4 SHEE FS EY APS ~ ISS DIE PLE Woods wt BEGINNING OF PROJECT STA. 1469+00 17 O) M.P 23.65 - Ge eSATA eRe arc emiearmneavscre bermceeacpacan serps iin rete fa peas ex Mame an STALE SNA TOU DVI BU erena cog nanan nme ea ton onanncan soo oinasMteasiate msonunse ede nono awa nvicentostuain etecateint senna onnasSniartit its rncctacomtontn al METRO MH. P METRO MH MATCH WIN@lSicc Shoot STA. 1481+ 50 SCALE IN (FEET : 00: 6 @®) 6 PL vA AES e ey) a > O ng oo : Lu 3 = at 1 - i ; f / ' bee j i i j i ¢ oe i : \ ' ©) (ale i : PPA a Le O : i al i : : \ 4 ee) i \ ie = i a \ LJ : a \ é oe fe ee \ ae Se 1 \ i \ / \ i \ } / u / fi i i / / / Hf i / i j | i i i / q ; j i i | | S i 10 : i Hl j | j ; (e) i : A j i aa? fo) i i i to fi H Fa i 4 i ; OS+I8rL VLS T HOLVW SCALE JN FEET SLIPHS Jo 6M +255 6Gl'S2 AW ce S9VE2 ai PONG AT LG@SE~7 SOP'aAS %W% Peomar rary 62! AS ADS Lf ot See SE VEG SFOS” To IV APL L02002 [2 SSO DE4AIN AGE VATE AES SGALE IN@EEET Ps a ea ee eS 50 O 50 100 SST RES: tb as Be fo 3 _LEMETRO MH. NIT. HOLY LoMETRO MH. ROCK FASCIA WALL (OO*edGl VIS 100 3®) 50 S@ARE IN JEEET SLIDHS CI'SS Al Sop AS form LO Oe ape he) ela CN SOE ey PEON IAAT LS Si Ea a, PL. ACOM AY {A} SO” YS Op fo) A oO oO O) jes Li UJ Uwe 2 ima) =a << O 7) ae \ | \| q SI el lad t Fl. ul 2} O O OQ re O ©) va) | cond tJ tJ LL z2 Ww 3 x O i) S42a4S F $9 joaUs a W. Or SO eee iy Jorn vad L@SE-7 poms) dw 69/ as \OPELI Ss ENDS OR APROJECL STA. 1550+11.19 M.P 25.19 METRO MH, “Geroecl visi | “te {| 2S - JN!I17 HOLVW 0 Y EXISTING 42” METRO SANITARY SEWER 32 ON 4 4 BUS o i 1 —Se RETAINING Wall” 100 Se ) SCAUE IN FEI 50 ble af Ves SS Cap GS) Ss CHI AS do " Dies CL. SF BZ aan PEO WMIFAT L@'Ss 77 SL hoc B7Ad¥ |,/ PEL yD TOTAL SHEETS SHEET NO. S551 6 Ae FED. AID PROJECT NO. eye eae Meee iL eiee- _Se*serl Key a penser ss) tia ee Bs CSS Si soz 11] 0s cae So ets 8 ano Caan er ap mt eee es PSIG NS: 2 A Se eel MEAG -2=A): oe Sea. eee He NI: oe. 992 41. BLeieet ee : : eo ee es ao "ge Hl Optere eee eee =G pes “4 cal nO | orn, 3 S sles ano" ey Ob NG) ClO pee eee en eae DES Ta INI A: SRO: OO aa « nee Pf. Os TSN ay no “aie hee Dla ial eae, ii stn 4 bi ae : vo a a : a ve a a ieee Ee ee ee te ‘GaxDaHD 3LVIdWaL ni ses ee e i 2 zi eae aes ae ae aaiiojd BiVvidWal eee Aas ee ___GaNDaHD =— a a — pereeioene eee end ee = era a3xD3HS aN “aNnous a STE oe ee Galen 3 aNIT “aNnoUS cn) oye a ea Pie a i Se s OZ -Z/-2 _ 30) ; ~ WHO. (af a) eae Lae ae _NMVEO- C4 2OY Si f° 4. aa 4 S 3a.Lvqa, ‘Ag E ae ae [ee hie me | i _3iva AS 9O8TC tw OL. L9 8 is aw Lis Sat con-Hs °F Bee Se WY bII-US 2ORELE - TOTAL SHEETS SHEET NO, FED. AID PROJECT NO. STATE WASH. et dilaner seo ats chs. Sein eas Serene | han aise | Weed once Rt eric SE ua yates) tm Sekt e et eluae Wet ences cael oi Cane eee hegrte ade Bier] Bogan 166 ay SL *96rL eS . A SAT c NBR eee oe 22e aa opeaarl | cian | 0g ma G+ 68ti. : #8 forever roots Hl CO eS eo: raise | Gadav-a i can OOH By dev-Ce se AL Ree : ee ee es Caiosn > eaiwaaNals ‘QaxDaHD ANI ANNOY. GgllLOld 3ividWaL Gz1L01d 3NI7 ONNOUDS | Ta: S & eS ne er ei a ~~ aaxoaHo oe we ae ze ae i aaovuL aoe Sa o ee NMVuG oa ae ie = meimeesivor ha ea SLIP HD b] 82% eth zB? $APDA SOp AS a e27/ 3S SL 6s Vee a, Se Ni 084 Lese- 7 DOOM A Tete 1A] bell = 572 (OLS ieparnal ete ae tans TOTAL SHEETS SHEET NO. ED, AID PROJECT NO. Fi STATE WASH. 8 DIV. NO, FED. ROAD POE e GoE ache 00 +03 3-38-72, GAS Te seers ‘PROF Mees SES SST _ GO 3uD3HD alvIdWwaL 3il0qd SividwaL CESPELE) “3NIT “aNnouD re OUD __G3xD3H “aavuL + NMVeG SLIINS 0° Gg 4BIHS bl'S2 d'W °L sate a' Ww Fr! Gea 2PMNIFIG LOoSE- 7 goom Bw! BE te Se! SOF FS oy SF! as TOTAL SHEETS SHEET NO. FED. AID PROJECT NO. _setves ; : Ss JN 2 ee SE! i SC ea d2"0rs! : +OPS| | 6234 Oc = ih G ) Soya -OO+*€ Gil go SG ek MSGNN: HW: eee oe lees serio ae res Pl ee i CERES) FEUER a eee Dg ee eer ae ee aaiiondyslyadnaL Shae if Be ~Gaxo3HD SNIT GNAOED = ED a fe ees ee ee ee Gatton ani aNooUD Me Oat Se aaa 3ivd Kage yore ae ia MESES © ope SR ys tS Jo SF “L£93HS walbl' SS SIW MU SOES ofp 2V"IJ0Oey S24NIHIG ae tee 7 SOC'AS 8 goom a7dHW Cor win Be as 0) fed fee ma eS Chas 3-3-72 TOTAL SHEETS Cas” SHEET NO ee ee Oe — SS oe FED. AID PROJECT NO, STATE WASH. 8 FED. ROAD DIV. NO. So “O68Z Tr “6S75 5 ee a ee ea ee cee epee Get ee pe Sees eres Cee. Cee =e “SEES =—=Stied= eS laa 5 SHEET. 30.4% :: ~- ROCK FALL oa 75 jepdhed os 60 5 oe eae io Tt Hate ae 62:24 OS+L1S ee oe: se a Tee Ge pec, CO aan seis 13 mam. viosws yOOH. ONS e ee “ NIvuGuaann “ON. eae BSA ATG aera Pa Te pert ota: 8 ‘SZ*BiS! Bie Serres, Weel SAGE aa ee ats GP oe i aaa 2 ooroien | | oops aaa, a ae sees ae OOLG Bi oe oe NOTE 4 Be 200! | OAs QLD | | | ESS OTHERWISE 5849 : e i aks ; Bo (ag 75 | OVVS TA 3 62997 We Peeee tom.of Wal j ae oe sich (1-6) 9 Underdrain Pipe 6" Diam, i a oorztg OU ON ee ay OOrZiS| BUSS S44 ee aa viosva YOOU NOSE SS AINEGEBONO. NOSE cs il ASO cater ee a . cS ng alinal ect Ee eal eee LL opr dan 5 PRs ee eee. “CONT. ON SREY 2m FLADHS es ok ea ar “O3NDSHD FiVIdWaL ea a 70 nodD 5; QaLL01d 3LVIAW3L eee U v LBA a oe = O32vuL é ERE Ti ~93xDaHO aNIN GNNOXS ~Q311074 3NIT GNNOYS SS SEES ___NMyHa bi S2 AW et 599 2. uy B71 Feely DIPEN AAC Lele > SOVAS GCL coon? Ara ty Nhl Ga. Eat Bes TOTAL SHEETS SHEET NO FED. AID PROJECT NO. STATE WASH. 7 ame ‘Se-els - CONTINUED. pe A SR se Se ee : eee) Gomera ces =e “SERIE ee 2 NGaIIGND ONS WY SZFBII a 8 ae _ Oo ts OG+ZISt SHEE i eae ite SG sOy ae Shes ‘SHEET 304 = seciiceaa= Cahas- 8.3572 z ae Os*19) a ee = aH OOLg “14 ae Drderarain “Pipe OVS Wal Hed eeeeees* Melo riatci ee eee cog ate OV* ELGL ‘beALS cS POLSS Ns oe Pipe 6" Diam. i | BOS 13. OSS. Be day. 62 41 OS *Z1S1 nerd ea | O22 = Heceome ease HERWISE NOTED, : = foc os ce! So t-AL “GO sO. i Sel Chae ia sl. oO Gailoid 3NIT GNnOYD fa recs 27 | 127s || SHEET: SL ADH S Jo ob LOIDAS DI S2 Ail or 69 S2 4p a7 Foes DPPONGAIG £6825 -5 Goer? Ata Py Poi Ss ORAS. Gi Shea oe: TOTAL SHEETS SHEET NO. FED. AID PROJECT NO. _ Hay ons gus faa “ocmee gsi! ib 4A ene ee VINO el -= 9g Da) Z See 4 Nt [OES al it TAL SD 9671 00-G0t (GEREN HIN i NOG SOdt Set br Oost pe oe ieee A ee a ) GauOsHO aly diay ito Bans Re Meme pie eho ae ae ies ees ic etet suazZg oe Le +LIAH S APs SE UNL SSR es ese HRP nN est ss Ute encore raven a “ Riese es ee ee casos LAE oleate area gr ea daiiond aiviawal Rice. lee Lo eg eee bl'is2 Aa’ W Fl SD ee Bi Q3xD3HD 3NIT GNNONS TR Se en nat ap __Ga1L01d 3aNIT “GNnOuS- Mii ano Te oT Fy ae Gye ie 5 ee g Z met a = 2 a ay we pao 3 NMvaG a} 7 9) og x = oe i y aad aiva “Ag me aax¢ a. % LEeFE ai go0AS 2) 729g 2 Gil eS pe iS? BB: 72. Aide REGION NO.| STATE FED. AID PROJECT NO. SHEET NO. 8 WASH. | 8! 24' Le VARIABLE: O1F1O 42. 24’ 8’ | CEMENT CONCRETE { PROFILE GRADE & -0,30' CURB AND GUTTER | PIVOT POINT -0.35' | oe 0027 tt. f 0.02'/ft. DATE ROE RH fats] ites) eae oF WAVE Mie It —___ ee ee pig ta as Dee { 3 EMSS MSW slt=ms ws wy Sys ia Oly BY RIGHT OF WAY CHECKED REVIEWED _ || S pe 171+0O0 TO STA. 1484+32 € oe 7 VAR. LT. OR RT. 8’ 24! | _VAR. O'TO 6} VAR. O'TO 12! ! 24! Si CEMENT CONCRETE PROFILE GRADE & ) /CURB AND GUTTER Pee) Tent 1) -0.35' 002/ft 0.02" /ft. 0.02") ft. O.027 ft. wa \ Sis 7 FS SuS> Ee U EM = ee a a we VELVTUBELBUAUVAARVTSSVAVAs ANSUTLLEEERUTALSUES SEES Og a = Pte aie SSS OSS eet TEER ea eee Eu Z2UPSMONU SN S72 2 = = c= = a =) ay, ri us fy. E = = = = = JTS AEE Ge 1A oe, PS 002] == MSM = tl =i) = itz ? ; 1 ROADWAY SECTION B SWAN IA SAes2 tO 3 STA 5054 22 SiA. 1 Ste 5) FO SIA. 15 50+ 1182 LEGEND ASPHALT CONCRETE PAVEMENT -CLASS B ASPHALT CONCRETE PAVEMENT - CLASS E ASPHALy tReATED BASE CRUSHED. SGRFACING TOP. COURSE GRAVEL BASE - CLASS B GRAVEL BACKFILL FOR DRAINS | a Cas VARIABLE 24 TO 25 | WOGSLVO ty TT -VARsOsIees “sS GRAVEL BACKFILL FOR WALLS 1 6:2. iy 8) 0.30’ in pee, / 2 0.35" co CT Cee me TA be =a) O35) eS oS € OF CHANNEL CHANGE 2% |B Bo AS | PROFILE GRADE ook == VAR. 27' MAX. FOTIA Ss <, — Reapway (7BA 06 or ss Maree WOOD | l] | REINFORCED CONCRET KE TAINING WALL 7) { : = 1 oi BEiz 2 ESE CEN EES Ld ZF oe = aie a G LIGHT LOOSE 1 Cis Ws Wswl]eWV=atlsm=zewTPuUTzwWEwW=ensin ne RIPRAP ROADWAY SECTION C STAWS05 922), 1 S1A4511+45... LT.