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CD : JO B NO : ST A : PL O T SC A L E : PA P E R SP A C E : PL O T DA T E : XR E F ; FI L E N A M E : LU A - 9 7 - 0 8 7 DA T E : FE L D B O O K : PA G E : DR A W I N G NO : TA L B O T RI D G E CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r DA T E | AP P R | AP P R o v e n : BY RE V I S I O N NO . 270 / SEE _DRISCOPIPE_ALIGNMENT POST DETAIL, SHEET 16 260 SPRINGBROOK |... TRACT.A fy 2 Y/ = Sf q ny Bg SD ENERGY DISSIPATOR TYPE I!—48" x TOP 234-54 236.50 250 enaeeeee tio ye ALOPRAZON TAL... LENGTH... CON TRACTOR...TO. 12” IF 20800 (NE) 297.75 DETERMINE ACTUAL LENGTH PRIOR TO 12” IE 234z09-(OUT-W) 230.65 (SEE DRISCOPIPE BOTTOM CONNECTION DETAIL, SHEET 16) AA 7 y EXISTING GROUND (TYP.) / / / 240 ra 7 / / / / f- 22.30% 10'-12" @ 26-60% / 7 “\ ‘ Y If CA MIN. 2.00% SLOPE EX. CB 45 RIM 232.4+ EX. 12” IE 228.94 (OUT—W) NEW 12” IE 228-94 (IN-E) N 9 © 228.42 KN 06 5 s+ © fos NY N N 0+00 1+00 CB 1 TO EXISTING CB 45 20’ HORIZ MA T C H L I N E SE E BE L O W MA T C H L I N E SE E AB O V E CALE: 1 SVE RT. BENCHMARK AND DATUM TRACT A LOT 8 oa / / f- 0 f 4 CB 1 TYPE I-48" [30 (MATCH EXISTING) W/ SOLID, LOCKING LID 335.59 12” IE 335-70 (IN FROM VAULT) 332.58 8” IE 332-98 (IN FROM VAULT) 3352.56.12" JE 33290. (OUT Woo... (SEE DRISCOPIPE TOP CONNECTION DETAIL, SHEET 16) 4 SEE _DRISCOPIPE ALIGNMENT POST-DETAIly--SHEET-4 Y \ EXISTING GROUND (TYP.) Uf 310 Vo P V4 fo HORIZONTAL LENGTH. CONTRACTOR TO DETERMINE ACTUAL LENGTH PRIOR TO ORDERING’ PIPE. J00 ie = S 2+00 3+00 DATUM: NAVD 1988 CITY OF RENTON BENCHMARK: ORIGINAL BENCHMARK: SET BENCHMARK: R.R. SPIKE 3.6’ UP EAST SIDE POWER POLE oi #316159, WEST SIDE OF TALBOT ROAD, STATION _ °° ELEV. = 153.80" ox » ® ae ; TOP OF 4” X 4" CONC. MON W/TACK INOEEAD a AT 1/4 SEC. COR. ELEV. = 378,58" AS - C O N S T R U C T E D (S E E SH E E T 1 FO R DI S C L A I M E R ) on, TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kirkland, WA 96034-6923 Tel 425.621.8448 Fax 425.621.3481 Toll Free 600.488.0756 ‘www.triadassoc.com WA S H I N G T O N TA L B O T RI D G E ST O R M DR A I N A G E PR O F I L E CI T Y OF RE N T O N , MA R AR \ BY | (C K PC G | JA M MA N JA M 7/ 6 / 9 8 | RE V I S E D PE R CI T Y CO M M E N T S 11 / 2 0 / 9 8 RE V I S E D PE R CI T Y CO M M E N T S 2/ 1 8 / 0 0 | AS - C O N S T R U C T E D P L A N NO . | DA T E | RE V I S I O N : RONALD E. GUEST DESIGNED: y, REEVES, P.E/ FREDRICK CADD: BMD CHECKED: no DATE: = 2.48/00 SCALE: HORIZ.: 71°=20" VERT.: N “ | EXPIRES: 4/26/01 | 2/2/00 STAMP NOT VALID UNLESS SIGNED AND DATED bt JOB NUMBER 97-006 Gu 28 SHEET NUMBER 108 reno sssooars|_|IAISI ZIONS 7 LLA-00-Oly] JO B NO : CD : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : LU A - 9 7 - 0 8 7 PA G E : DR A W I N G NO : LU O Q aa ke O m — < Ke as 4 as OS $% o et Ee Se as 2 uj =. des CA Ss £E Uo SE Me GN < so nil eG (" o x r o n | 1 ”— 9 0 ’ ON E IN C H SC A L E DA T E | AP P R | AP P R O V E D BY RE V I S I O N NO . MA T C H L I N E ST A : 18 + 0 0 BEAM GUARDRAIL TERMINAL PER WSDOT STD. PLAN C—4D, STA RT SE E SH E E T 7 FACE OF GUARDRAIL SHALL MATCH BACK OF SIDEWALK. FOR CLARITY ON THESE PLANS, THE GUARDRAIL EX. SWALE TINNY IS SHOWN OFFSET FROM BACK OF SIDEWALK. GUARDRAIL IS TO BE TYPE 1 PER WSDOT STD. PLAN C-1 N BEAM GUARDRAIL TERMINAL PER WSDOT STD. PLAN C-—4D, START AT 18+77.5+, END AT 19+15.0+ “ss STREQM CORRIDOR > ; (AT 20+22,54, END AT 19+85.0+ — \ 4 QUTFALL_11A/ é ; Yo * 19+50.00, 53.07LT. 7 e 4 wo ., 33"x49" CMP ARCH = & é. ae x : ‘. | SET IN CENTER’ OF SWALE 3 US all Gae % “ STATE OF WASH DPERTY J |W, TRASH RAGK ON CULVERT ; oe ee e Pa . ‘ * /W/ 2:1 BEVELED END’ ya } NG | , 7 | CULVERT & 12° IE 374+ / 26165:00,+280LF, (CTR. STOR.) 20468.62, 11.55' LT. Pa / 5'x5'x2’ THICK RIPRAP L, SHEET: j VA “ ; » ON / PAD W/ 4°" SPALLS wn wn 0 INSTALL LARGE LEFT ARROW re on Se ‘ \ 4 f i : ; i rane SIGN (MUTCD WI-6) ; aa \ CB 15 __“W/ THRU CURB INLET: *, \> f-- RESTRICTOR CB 11, Type 1-72" yf 20+99.44 } ee 50’ R/W_TO CITY \\ W/7 BIDIRECTIONAL: VANED:, GRATE STE 2 [W77SOLID, LOCKING LiD yn” 10’-8" @ 1.00% |.” [CURB RAMP PER: aeons OF RENTON VERTICAL CURB *\ 194+43.63, 15.50" RT.(CTR Bea “oD Ne ¢ / fetes00- 120644 F 19+66.935, 11.69" LT. yo yaa DETAIL, SHEET 15 5’ SIDEWALK— pt 195 45.63, cia RT (CTR ATE) % : Z : ¥00' LT.:(C Lim TCR.) ; 5 es A Fé j tt Wz ‘ty, "% 9 “ - ci ; =, ; aces * o ot Sy ee 3 jevett ttt Pe Zin 1 CAP END / | STA _21+12.06 as % % CITY OF RENTON KING COUNTY 2° THICKENED EDGE PROPOSED WATER MAIN BEAM GUARDRAIL TERMINAL PER WSDOT STD. PLAN C-—4D, START AT 18+77.54, END AT 19+15.0£ W, B % % aa hieser 45.50" LT. (CTR STCR) °. ‘, (TYP. 194-43.63, 15,50" LT'{C ATE) * *, ‘CB 14°, W/ THRU CURB INLET, I—DIRECTIONAL, VANED GRATE TR 3 TRANSITION FROM THICKENED. EDGE *.. TO ASPHALT VERTICAL:.CURB*AT THRU. CURB INLET (BOTH SIDES OF CB) SEE DETAIL, SHEET 16 * ‘ \ INTAKE 118 % 19+.60.00, 30.00" RT. 33°49" CMP ARCH PIPE SET CENTER OF SWALE W/ TRASH RACK . IE 3794 4 4 . WITH VERTICAL £ND *, NOTE: °, ae \. CMP ARCH PIPE SHALL BE. 5 ALUMINUM — 12 GAUGE 2-2/3" x 1/2” CORRUGATIONS os — CULVERT PLAN iN CUTOFF WALL ; CULVERT 2 aN _ a Sag fee = DENSE GLACIAL { \ TILL OR EQUAL CONCRETE CUTOFF WALL CONCRETE WALLS TO BE DETERMINED IN THE FIELD BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION OF CULVERTS. CUTOFF WALL DETAIL (USE AT ARCH CULVERT) NOT TO SCALE NOTE: FINAL LOCATIONS OF CUTOFF PROFILE TON? p ‘ B B Hs f KING COUNTY “\- SS \ <7 aN 4 | CB 13, TYPE 1-48” 7 3k \ 4 PCR=20+55.50, 15.50 LT Voi WY SOLID LOCKING LID ° 4 4 ; g7 . i, a . ; “tn, sarattt, COE 4 4 vo D r peng tet EXN.4” PVC CULV ee \N “TRANSITION | [2 THICKE Z ex. ELE —— 19+66.93, 11.69" LT. a “ : y a i : = a a yy \_N e d a aa “ 4 __ -_s Al a ay - Way PQINT | TOC ELEV — fi | B82 TRIAD ASSOCIATES / a; 392.38 Project Management rs 4 392.04 Civil Engineering Land Surveying Land Use Planning landscape Architecture Site Design mi Zs 11614 115th Ave. NE Kirkland, WA 98034-6023 ’ : i SAT BT | . Tel 425.821.8448 Fax 425.621.9461 1 SOE SS SCO ewdune ST Toll Free 800.488.0756 wwv.triadassoc.com ‘ ;A=2257'55" fe) i : ‘R=35.00° , oe fen } i 1=14.03' ; LG} A (MP) | y = 2 % f=915020"_/ ” <56.10", = Wa 4 A - POINT | TOC ELEV 7 592.40 2 392.17 > exrRUDED CURB ” 3 391,77 2 4 391.07 5 390.43 > THICKENED EDGE e # ; é END CURB, -GUTTER, SIDEWALK, 7 PAVEMENT ¢ INSTALL PERMANENT _TYPE_Iil BARRICADE PER MUTCD WTH LARGE ARROW SIGN (MUTCD WI—6) PLACED ON BARRICADE |) SMINSTALL_SHALLOW . \.” |SWALE TO DIRECT _ CITY OF RENTON ~~ OAD a. _ KING COUNTY | 4 EA C en ; ‘A > | 7] )<CURB_RA |EX 4° BRAIN LINK FENCE AQ) 8 fit ATS, J. | é ; | "NM | hha ace ffs: oy rs P i oO XN NL / ' 10’°-8" @ 1.00% ' CAP END i | CB 16 W/ THRU CURB INLET 1 @ PCR=16756.51 , R= 35.50° (CTR. STCR.) ON THESE PLANS, THE GUARDRAIL IS SHOWN OFFSET FROM BACK OF FACE OF GUARDRAIL SHALL MATCH BACK OF THICKENED EDGE. FOR CLARITY THICKENED EDGE. GUARDRAIL IS TO BE TYPE 1 PER WSDOT STD. PLAN C-1 R= 35.70’ (CTR. GRATE) CITY OF RENTON KING COUNTY 25’ € S 47 7 T H ST . RO W _ PROPOSED FINISH GRADE (TYP.) 590 LOOSE SURFACE SOILS i i I W/ TRASH RACK J80 —_— een ae _ _ oN 380.11 IE 379% (MATCH EXISTING GROUND) INSTALL CONCRETE: CUTOFF leven GROUND (TYP.) 78'-33” x 49” CMP ARCH PIPE 370 W/ 5’ x 5’ x 2’ THICK RIPRAP PAD W/ TRASH RACK (MATCH. .EXISTING..GROUND) ARCH CULVERT SECTIONA-A SCALE: HORIZ. 1” = 20° VERT. 1” = 5§' SCALE: 1°=20’ TA L B O T RI D G E RO A D AN D ST O R M DR A I N A G E PL A N CI T Y OF RE N T O N , BY | CK MA N ] MA R JA M |M A R RE V I S E D PE R CI T Y CO M M E N T S WA L L , GU A R D R A I L , AN D jD D E D EV I S E D ST O R M 2/ 1 8 / 0 0 AS — C O N S T R U C T E D PL A N 11 / 2 0 / 8 1 Bi = NO . | DA T E | RE V I S I O N : AS - C O N S T R U C T E D (S E E SH E E T 1 FO R DI S C L A I M E R ) PROTEC E NACE DESIGNED: jy, REEVES, P.E. CADD: BMD CHECKED: n- DATE: 410/98 SCALE: HORIZ.: 7 pon 20’ VERT:: N a NOTE: APPROVAL OF THIS PLAN /S ONLY FOR CONSTRUCTION WITHIN THE CITY OF RENTON. SEE SEPARATE PLAN SET FOR WORK WITHIN KING COUNTY. [ EXPIRES: 4/26/01 | BENCHMARK AND DATUM ede DATUM: NAVD 1988 CITY OF RENTON BENCHMARK: STAMP NOT VAUD UNLESS SIGNED AND DATED ORIGINAL BENCHMARK: RR. SPIKE 3.6’ UP EAST SIDE POWER POLE EE 5 = 5 a Ort pes 97-006 SET BENCHMARK: TOP OF 4” X 4” CONC. MON W/TACK IN AT 1/4 SEC. COR. ELEV. = 378,58° © 4h SHEET NUMBER XN a \\ ra 8x 28 a eC \o se Ge rssooures|_|IAI} /|O|8} 7 ©1998 TRIAD LLA-00~ Oto} 70 0 6 R S 3 7 0 0 6 B S 1 4/ 1 0 / 8 8 70 0 6 C O 1 TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design PA P E R SP A C E : 11814 115th Ave. NE = Kirkland, WA 98034-6923 Fax 425.821.3481 Tel 425.821.8448 Toll Free 600.485.0758 00 RO A D AN D ST O R M DR A I N A G E PL A N PL O T SC A L E : CI T Y OF RE N T O N PL O T DA T E : & Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r o x ~ oa 5° SIDEWALK AN S aa n ar e s a HY Sa n , CB 8 144+35.00, 15.20" RT DIRECT FLOW TO f CENTER OF GRATE , ¥ a 0'-8" @ 1.00% CAP END (TYP.) ef é SET BENCHMARK SH O Og , OE TEE be LEE TEE OE TIER TEE, Mebelt LEI th tbtey, Venetet, 4 . Welles “Meetette extpeny spepefh we On benann ertiite WHELs “bitten ventanes enaeeng cots, Mette say Wee ssupepte NO A AR N MA A S RA R E R MI AN D BO N Y ee ws Se a ny A” NO 1 ° 1 . 3 ' 3 6 " E 14+15.00 BEGIN 2 FOOT THICKENED EDGE (MATCH FLOWLINES). END SIDEWALK AND PROVIDE 20 FOOT LONG TRANSITION TO BACK OF THICKENED ; EDGE. DA T E | AP P R | AR o v e n H O w SH I T E S H H HE Mette en restees, ° thet, a ‘etter tite area OO : 4 ¢ 4 f @ é Ey 4 é 4 a 7 4 i) j _ q iz $ ¢3 4% Oy 4 TF % QD) B 4 © z % we 4 % 4 . 4 4 7 , ; j 4 pi 4 a ; A 4 3 4 % 4 $ “ 4 4 4 g 4 % 4 4 $ $ ‘y, “ey 4 % 4 “Ge g ? g i 2 é 4 H v 4 f Z Z 2 < 7 a a Mo n x EX? WIRE FENCE , é £ EA VA y y y 7 é / f Va Z é 4 Fj ? g g g y F / a g 4 ~ t, é o f f 7 f f Zé é # j i é é f é f ia bi Z i £ ? Z f 2 GEER a F SN e ae ao t a ne 4 SH E S wo m na g y y Wr SS I , NK AE E oh] 4 i f “i Me, a) ee: ws as A co canto ane pan ennntlte eon la 7 f My z H g H : i? g i” Hi Z =e Z A % z g g a 10+00.00 f Z END ;SIDEWALK AT PB (BOTH SIDES) } é i \ TEMPORARY TURN AROUND R=55" / z yyy Vv ; 9438.52 7CTR. TEMPORARY CUL (BOTH SIDES) # 3493.32 TEMPORARY CUL-DE-SAC D;RED END OF ROADWAY BENCHMARK AND DATUM NANT_TYPE Ill BARRI JDE-SAC A S8 0 8 so Ss MN SO SS P AN O N A x SA O AA BOS —SAC ca f CADE PER M.U.T.C.D. WITH / ae wv Lf one nen 5 : MOSTATE OSHINGTON PROPER ©€O Z = — — peters ete OE pes 8h LOO era tet OO pet B ¥ “ill ice SP is te a == <x te Hee ntie, CE se — i = 0 / SPATE OF UNG TO 16he Y QO ; ‘ _ 7 ; . ¢ / see een 00 tn 0 OE we el pies tone pts woe bby LEAD PEED AOE LOE Hi yyy, peor npn tt Oh Oe ver non ene vor wel, 000 bt OE OOS” i 4 MAILBOX STAND PER DETAIL, a é a antenna nee “oe SHEET 15, FOR LOTS, 1—3, / rs ae O 7 AND 14-18 ‘ / ; we mM Yt, = / wt? _J f ; 50’ R/W TO CITY 10’-8" @ 1.00% en <x A ; ‘ OF RENTON conn VERTICAL_CURB é ke ' Ng CB 7 f f . CB 2 et ae AND GU TITER aceite 08 O88 Sey, 5’ SIDEWALK: adel ° _s 6 PVG LOT SO TE LT / nn _.-f 1EF 35.00, 15.20 LT ane a = me [73#15.06, 15.20" LT [DRAIN (TYP.) 5_ SIDEWALK [14+35.00, 15.20 LT/ we ce EF SO = X“ % — mF a vee . s = oe cd . é Jee te & . . fe tee SE an ae" ° « w,, * be ca ecores oe Ne i 5 a 4 % ; ns / REN yt — ‘ CITY {OF RENTON j / chk alice . ge A . y . jo . : “ . x ym, ° ; 7 / CB 10 ——_—_——— x KING“COUNTY é KING COUNTY / ESE OO TED RT” ; PROPOSED FIRE HYDRANT (TYP) 2’ THICKENED f DIRECT FL OW..1O"” rece thee, ents pe OFF : . ; EDGE / CENTERLOF GRATE 10°-8" @ 1.00% ’ Z on CAP END (TYP.) 4) us ene iis i AS - C O N S T R U C T E D (S E E SH E E T 1 FO R DI S C L A I M E R ) www.triadassoc.com TA L B O T RI D G E CI T Y OF RE N T O N , MA N | MA R UM A |M A R BY | CK PC G | JA M 7/ 6 / 9 8 | RE V I S E D PE R CI T Y CO M M E N T S 2/ 1 8 / 0 0 | A S — C O N S T R U C T E D PL A N S 11 / 2 0 / 9 8 | RE V I S E D PE R CI T Y CO M M E N T S DA T E | RE V I S I O N DATE: = 248/00 SCALE: HORIZ.: VERT.: Z EXPIRES: 4/26/01 JOB NUMBER 2/2/00 STAMP NOT VALID UNLESS SIGNED AND DATED 97-006 4/ 1 0 / 9 8 70 0 6 C 0 1 a i f f f > sr) oak ma ij f tetany “ 4 f . - i ? i of 8 / j yf 82 A hd S;<¥ - z 4 / / } : Z o / / : io : ; \INSTALL_PERMEN. D / / j sg j / /-18" x 18” DIAMOND REFLECTORIZE! > ; } f i} ; / / MARKER PER M.U.T.C.D. 30-4 / va 4g : # ed é z é DATUM: NAVD 1988 CITY OF RENTON BENCHMARK: ORIGINAL BENCHMARK: R.R. SPIKE 3.6" UP EAST SIDE POWER POLE x #316159, WEST SIDE OF TALBOT ROAD, STATION aor 106485. LEV. = 153.80" ers SET BENCHMARK: TOP OF 4” X 4" GONC. MON W/TACK IN LEAD \\ Se AT 1/4 SEC. COR. ELEV. = 378.58’ or ; © ororel UASI7IO8|7 ©1998 TRIAD ASSOCIATES ry FI L E N A M E : 7O O 6 R S 2 70 0 8 B S 1 7“ 28 SHEET NUMBER NO L I N I H S VM NO L N I Y AO AL I D AD G Y LO G I V v t Fax 425.621.3481 wv. triadagsoc.com f ineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE = Kirkland, WA 98034-6023 Tel 425.621.0448 Civil Eng: Vv. TRIAD ASSOCIATES Project Management UV Av e NV 1d Ca L O N U L S N O D — S v |0 0 / g 0 / z av n | AW G SI N F W I N O D AL K ) 83 d GI S U Z 96 / 2 1 / 2 1 NV Id JO V N I V Y C WH O L S GN V GV v o w yf 0z / 11 WO } AG NO I S I A T A | AL V A | “O N Toll Free 800.488.0756 2/N2/00 STAMP NOT VALID UNLESS SIGNED AND DATED EXPIRES: 4/26/01 L RONALD E. GUEST — S © { © MA T C H L I N E ST A : 1 2 + 5 0 (H I N I V I D S I A HO I L LI F H S JI S ) GI L O N Y L S N O D - S V D 3 = 5 : Vs ) — M J a § : § | om \ \ el _— y ae ik t : ' S = Se e ac e am a ‘ 20 s & s x So se e , N \ S > 7 aS or i O - . mi t e s 1 $8 e me a ¥ , H ee n Me & \ ' > / \ 8 S %S Le ae a ee ‘ ae » ) \\ ° BS ou Je 4 ‘\ ~ en g Po oo sa e ae a ar a SS re c o we e ga \ : : é' _ ; ae * \ FS S I a ar S0 9 0 ar a aa y ig i si s ae Ea 1 1 ©1998 TRIAD ASSOCIATES | UU A i / O) ‘=. / ao f ? oe ¢ 4 Q hy ER <= 4 aE 4 ; : | = = 5 = =) r Oo ” . ~~ & Ss s a ® Pe wy g Pe a y , o& &8 3 we a r e r \ DI E S S \ 3 <n 5 85 a Ke , a a Nw + + SS gg ae AE EA E SE N AE S AN G , Re > Pe i s ag AE Se on = OQ 9 rr . Fs i] )) no e : OI S N N = mS ne ~ 5 x2 = > : 3 ‘ & w ~ oe wu n 8 § 5 2 x & < “ Qa Q Ls ) SS wa e g : iS ) = Sa , SR 4 SP sa ea e § <> S oy is = Y oR 7 +O Si . + i } ~ QS te ee ~ Su > BO > 3g (C R wi ow Q 9 re ) . ue Qa S # 2 & Re w = S a S Ss x = = yw + <o s Sp e ; Bw o& Bu s si t e s i } 7, : . Z ¢ Pr e e ny S qc & 2 8 SL : ‘ N 4 ys ih ' My 58 ‘ ‘ ‘| oO .® no e Bi , ; = . & e6 5 8 sk \ \ KS of S = 5 i < e@ 2 Q 2 Re Na ee Se ; : | M/ E “ SE O Fi g . : : ™ x = 88 : ~] . & © : ‘ . TB S HS Sh i n g . < 9 & ‘ : PS H S e | 2 y = = : : : Pu e n hs : a = 3 € § y § ‘ ai e (6 ) oO < : . \ { : & = 31 5 Q Se e — SO S = Q x S SS | il s “W e ie OF =2 8 ‘ ws : = x 5 la d s Si z e s 8 ‘ \ : \ | je = 8 5 ; : : ‘ , x ma r) < G@ ta y : ‘ ‘ § Q Sl o ‘ Qa as 7) ' : =< SI , : : RI S & a N x N 1% ) = Kw aN ‘ ' i x x a RS iW ' : ‘ Nw HO S 8 ¥ 3 gD : + S . : y : § + & “l O wW i s t Ro i ‘ We t Ok om SN \ ' 7 Ve n Si b - a i S ‘. , & YX BI S OP S 3; ai e ~ as S ¥ LIP TO DIRECT FLOW TO CB 3 R=38. INT 11+ CEMENT A sn g , 3, FOR 13 << on ae SA A S Ae an MO oan So D Mo A, ~~ we se 25.00, 15.2’ ET 15.2’ LT we CB 4A Re ! HEET 7 AND 8&— + Re 1+27.47 @ CG’ 2” ASPHAL ro e SS Oe a uy Ne we a, Se ew ae Po s s e re a . FF a a SS a ‘ ‘ MF O os on SH SS aa y EE eo s ae So r a , on sa s s SS T RR O GE RY AS aa a ea s e s so s e a n n y se n s A FS S OR E Ee Ut. A os N SA HS a g e s Go s s S S , VA N y . i e d e e P w - R e g . c a s e r n o e & S S S E S G . | . | i w w m ) a s n a t e t a y a n e . s c e n c e c o r p a n i e n i o n R a e n N e R a e s N T I _ _ e e _ o . . , a e s S S T o t s t y © S a e e f e ) v a ) ~ ~ : a x o n . > a W i n S t y B K < i S B e n d J < < x SEE sg sa v e n n SE E R IO ES E _ i SWAL EASEMENT 12724 LONG 1 —— — _ . ISCOPIPE P CONNECTION ba y N MP HS oS (w g ao s 1. ; f N os ~ w _ ‘ ~ ~ | ; we e TS oe s . ¢ 1 Pa =. ) an e . ol l wa e © a ga n Go SU T wa e UD : - oe 2 t c : | | | } : ee ) a = ly x x oo Ag wo r SA ar m n n n d h y Ss os d me e e SE S SG re ie W aq : : oe ui . ~ ~j | E> a ea ~ 7 = ~ © ae ee va a ha g 45" Pi CB 4, TYPE Il-48 ee SH O ne SO Ae A ed SS en e SH Se e p So w So e So r e cn NS AE re c e SS SS TE TION PER, 3 So s se s wo n oe So o ot so on oS Sa a S 8 & Q. ® WI 5 ly or e Se e — i ae . : N Ee OS s \ = = ~~ \ x SS Se . KR PS OR S ER R SS SO K RA S S Rs Re RE D zz > . SS So ca go n an g e a Ae A SH H AS : < \ 4 “> Ss = $ oe so ae ~ SS 09 y " \ Sy sa n e Ie UO NE OE AN IN R oO _ go r g e OM DS a ee e = >, . e ~ Sa m % . ew a pe o r O2 0 . ie nn N ‘9 uj a oe Se SE E OO ag , q EN * Ss S so n e aa n an On sa m e ge n r e an om n e Ne n e TO Oe NN a <2 N . . hy se _ " Sn . a n t a se n n s i n w Np so es <r wa . XS . So , a SS ea s . N en Ce e an wo e we e s HA N A N NT wi & ] } . 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Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r i STATE OF WASHINGTON PROPERTY Z Z 72) ae CSS Negor2w 8~~*~*é<i Ce eee BZ Cy GL Y ty % ZA Za © ev, 2 N&9°01'02"W 660.18 6 47 x 44,8 # 7 -- = -~ g/t. {tu 427 2 ¥ 44 LY, HY y) Gy La ee 1 13 q i. A q oe Ve STATE OF WASHINGTON PROPERTY ty , aN q . CT NGPE SECTION 31, TOWNSHIP 23 N., RANGE 5 E., W.M. TALBOT RIDGE LIAO U ALINE ALEL LOL LLL E BOL OOL AALAND ES III ogg OE Ac 2 Ey] oh S g Se e 7 ig fi SS S SCALE: 1” = 100’ i) N89°00 56°W | Wi Wh it Wi Wi he Wis ts Wh We Ws Wh Vly Wt i Wega Ve \ Y WW Whe Wi Wh We We WW We Wht 16 8 . 9 2 ’ NO 1 I T 3 J6 ° E . S KEY MAP SCALE: 1” = 100° bu - L E GE N. D PROPOSED STORM DRAINAGE STORM DRAIN PIPE = ROOF AND FOOTING DRAIN ——— - - ——— BOUNDARY LOT LINE RIGHT—OF—WAY DA T E | AP P R | AP P R O V E D : BY RE V I S I O N GUTTER, FLOW, & CURB LINE de CENTER LINE EASEMENT ee BUILDING SETBACK LINE (BSBL) vee SWALE OR DITCH * »— FENCE ~~» « 10’ CONTOURS -~ 2’ CONTOURS —/f . ; EDGE OF WETLAND /} | DAYLIGHT LINE COOC™OOM., ss ROCKERY cme BARRICADE ™ CATCH BASIN, TYPE | @ CATCH BASIN, TYPE Il ® CLEANOUT © YARD DRAIN INIT CURB RAMP og, RIPRAP m= SIGN Y_Y-YN CUT SLOPES TTT. FILL SLOPES ASPHALT PAVEMENT SIDEWALK a, ee «°| CONCRETE | WETLAND PROPOSED SANITARY SEWER AND WATER - - SEWER MAIN SEWER SERVICE @ SEWER MANHOLE © CLEANOUT — SINGLE WATER METER TEMPORARY EROSION/SEDIMENTATION CONTROL PTT TINO LIMITS OF CLEARING (TO OUTSIDE OF ARC) + er ® FILTER FENCE TEMPORARY INTERCEPTOR SWALE > ROCK CHECK DAM > < TEMPORARY CULVERT 250 FINISH GRADE CONTOUR IF I} J-KDAYLIGHT LINE S rs any iQ wa SE 185TH PLACE SH I N Y y S es , st S We WwW eS R\g S_457H ans) % ~|2 xIO els : BIg (515 PROPERTY , EXCHANGE + = g SE 187TH|ST ( | 5 z g B- 3 rss es i eS x SS Ss gr 8 ~ SE 190TH ; SE 190TH 4 -— | S 557H ST Lr Se SETOOND ST WY = ie = y bs wn SoS 2 = y ae NS <x S 3 aD 196TH ST a M] 10 5 T H AV E SE é 200TH ST S 200TH ST 10 4 T H F— > PL SE Hw W x 9 6 T H A V E | S 10 0 T H NOTES: 1. PER THE MITIGATED DNS, CONSTRUCTION—RELATED TRAFFIC SHALL BE LIMITED TO 8:30 AM — 3:30 PM. 2. HOUSES WITHIN THIS PROJECT WILL REQUIRE FIRE SPRINKLERS UNLESS OTHERWMSE APPROVED BY THE CITY OF RENTON FIRE DEPARTMENT. VICINITY MAP NOT TO SCALE OWNER / DEVELOPER WHITE STAR DEVELOPMENT 703 SKINNER BU/LDING 1326 STh AVENUE SEATTLE, WASHINGTON 98101 CONTACT: JIM O'DONNELL 206-624-6480 CIVIL ENGINEER / SURVEYOR TRIAD ASSOCIATES 11814 115TH AVENUE NE KIRKLA‘C, WASHINGTON 98034 CONTACT: MARK A. REEVES, P.E. 425-821-8448 GEOTECHNICAL ENGINEER ASSOCIATED EARTH SCIENCES, INC. 911 STH AVENUE SUITE 100 KIRKLAND, WASHINGTON 98033 CONTACT: SRUCE BLYTON, P.E. PROJECT: 397177A BENCHMARK AND DATUM DATUM: NAVD 1988 CITY OF RENTON BENCHMARK: ORIGINAL BENCHMARK: RR. SPIKE 3.6’ UP EAST SIDE POWER POLE #316159, WEST SIDE OF TALBOT ROAD, STATION 1064-85. ELEV. = 153.80" SET BENCHMARK: TOP OF 4” X 4” CONC. MON W/TACK IN LEAD AT 1/4 SEC. COR. ELEV. = 378.58’ ENGINEER'S LEGAL DESCRIPTION CAUTION APPROXIMA TE AND OR ALL INCLUSIVE. CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN IS MAY NOT BE ACCURATE IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS COSTS. (UP TO THREE TIMES THE COST OF REPAIRS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR THAN 48 HOURS TO THE SERWCE). NO . bu Rts OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST CO ag ea NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION; THENCE SOUTH 01°13'36" WEST, ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION, 168.92 FEET TO THE SOUTH LINE OF THE NORTH 5 ACRES OF THE NORTH HALF OF SAID SOUTHEAST QUARTER; THENCE NORTH 89°00'56" WEST, ALONG SAID SOUTH LINE, 659.56 FEET TO A POINT OF INTERSECTION WITH THE SOUTHERLY PROLONGATION OF THE EAST LINE OF Le | HALF OF THE NORTH 5S ACRES OF THE SOUTH 9 ACRES OF THE SOUTH OF THE NORTHEAST QUARTER OF SAID SECTION: THENCE NORTH 01°07°00" EAST, ALONG SAID PROLONGATION, 300.71 FEET TO THE NORTH LINE OF THE SOUTH 4 ACRES OF SAID SOUTH HALF; THENCE SOUTH 89°01'02” EAST, ALONG SAID SOUTH HALF, 660.18 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION; THENCE SOUTH 01°14'48" WEST, ALONG SAID EAST LINE, 131.81 FEET TO THE POINT OF BEGINNING. UTILITY PURVEYORS SEWER — CITY OF RENTON WATER — SOOS CREEK WATER DISTRICT SHEET INDEX AS—CONSTRUCTED ENGINEER'S STAMP NOT VALID WITHIN THE PARAMETERS LISTED BELOW, THESE REVISIONS ARE TO THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING FIELD CONDITIONS AS OF 9/16/99 THE HORIZONTAL POSITION OF MANHOLES, CATCH BASINS, SIDE SERVICE STUB MARKERS AND FIRE HYDRANTS WITHIN THE PROPOSED RIGHT—OF—WAY WHICH VARY MORE THAN FIVE FEET FROM DESIGN LOCATION BASED ON A VISUAL VERIFICATION OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS. THE AS-CONSTRUCTED TOP AND INVERT ELEVATIONS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE AS—CONSTRUCTED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. UNLESS SIGNED AND DATED 1 COVER SHEET 2-4 GRADING AND EROSION CONTROL PLAN 5 EROSION CONTROL DETAILS AND NOTES 6-8 ROAD AND STORM DRAINAGE PLAN 9-13 ROAD AND STORM DRAINAGE PROFILES 14 ROAD SECTIONS 15 ROAD DETAILS AND NOTES 16-17 STORM DRAINAGE DETAILS AND NOTES 18 DETENTION VAULT DETAILS DEVELONE ME STEN JOB NUMBER TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11614 116th Ave. NE Kirkland, WA 98034-6923 Tel 425.821.8448 Fax 425.621.3481 Toll Free 800.488.0756 www.triadassoc.com CO V E R SH E E T WA S H I N G T O N TA L B O T RI D G E CI T Y OF RE N T O N , RE V I S E D PE R CI T Y CO M M E N T S RE V I S E D PE R CI T Y CO M M E N T S 1/ 9 8 ) 77 2/ 1 8 / 0 0 | AS — C O N S T R U C T E D PL A N S 7/ 6 / 9 8 | RE V I S E D PE R CI T Y CO M M E N T S DA T E | RE V I S I O N 11 / 2 0 , 12 / 1 4 RONALD E. GUEST DESIGNED: y, reeves, PE. CADD: BMD CHECKED: DATE: ~=—- 2/18/00 SCALE: HORIZ.: 1°=100" VERT.: jy Z | EXPIRES: 4/26/01 | 2/NE/OO STAMP NOT VALID UNLESS SIGNED AND DATED — 19 DETENTION PIPE DETAILS - 20-22 SANITARY SEWER PLAN MAY 22 P= 97 006 23-27 SANITARY SEWER PROFILE ye NUMBER 1" 28 28 SANITARY SEWER DETAILS AND NOTES REC™'\ RWR1 RETAINING WALL DETAILS AND NOTES tee’ mmm UAI7IOS7 7J O O 6 C V 2 70 0 6 B S 1 4/ 1 1 /Q R TO O R C M JO B NO : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : 310, -, a a= 5) yr \ NN § _ a: ~~ Ay VERA. ES H g : fl Wy ay Sf 360 , My P 760 TRIAD ASSOCIATES a) Project Management __I = Civil Engineering 9 PROPOSED FINISH Land Surveying ry GRADE (TYP. Land Use Planning ae landscape Architecture 500 _—_ oT \ TN — Site Design _ -— ~~ TRACT A LOT 8 _-—. a ntl — — 11614 115th Ave. NE Kirkland, WA 98034-6923 ea ~ Tel 425.821.0448 Fax 425.621.3481 ly ; , Tr = = Toll Free 600.488.0756 www.triadasgoc.com u = y 350 O Ky wi = or be 0096 2.0’ MIN. COVER < ; ceneiate | S i OVER PIPE > 166'-8" C-900 S=6: = O 290 290 — " ly _ rane Xx < a "0.0207 in S = SSMH _6 ie) CY RIM 354-62 350.72 oe 540 8” IE 34O646 (IN) F45 4S 340 o ay, EXISTING GROUND ISSMH_4 == LSSMH_S 8" /E 346-00 (OUT) 345.31 @ ¢ (TY. RIM $66-66- ay cai caecsisat ON) san (TYPE B-54” @ SHALLOW Or 8 IE 342.94 (IN : 5 342.748" IE oon) B” IE 344-24 (OUT) 343.56 MANHOLE, RENTON STD. DWG. BR37) Ly (TYPE B-54" 9 SHALLOW = 280 MANHOLE, RENTON STD. DWG. BR37) ly = 280 & W/DRISCOPIPE TOP CONNECTION PER DETAIL, ~ SHEET 16 oe Wp) © Ws DESIGN ASSUMES A 50 FEET = & RADIUS BEND CAN BE ACHIEVED 330 ON DRISCOPIPE WHILE MAINTAINING 330 a i <5 2 FEET OF COVER.” THE CONTRACTOR ~j ik wal oe SHALL ORDER A 22 1/2 DEGREE ee fx, O° DRISCOPIPE ELBOW TO HAVE ON SITE © = Zz. a IN: CASE IT IS NEEDED. 0) q CoO #s ~i< : S§& i Q1N _ = 1 Sc nor 2 ‘= Z Lui 270 z£70 ce > bem FE oo 2.0’ MIN. COVER S WY © Ae Bs OVER PIPE Lu x 25 ™ } =] ME S45 J ) 320° 320 ~ ‘. £ / fon, ce @ NOTE: uy ~ arm 3 / “x INSTALL PIPE ANCHORS PER DETAIL, SHEET 23 ALL PIPE LENGTHS ARE HORIZONTAL LENGTHS. ly ro) ac AND TRENCH BACKFILL SUPPORTS PER DETAIL, SHEET 16 CONTRACTOR TO DETERMINE EXACT LENGTHS. = re f INSTALL BOTH EVERY 50 FEET Ne ses f aan a 260 ~ 260 lujm 223 SPRINGBROOK TRACT A m7 ” 7 310 my ee ~~ Ee ee ro) 3 3 z >. y, 300't (HORIZONTAL LENGTH) 8” DRISCOPIPE OR EQUAL. ~ FER ; j L INSTALL AT MINIMUM 2.0% CONTRACTOR TO DETERMINE EXACT oO ke o : 3 a LENGTH REQUIRED. al Ie f & F ll y ds 250 250 “4 50’ 0.C. 2 PIECE CMP a) g fl NS - te oa CONNECTING BAND (SMOOTH > ry ; LL 2.0’ MIN. COVER TYPE) WTH NEOPRINE GASKET 6 le eR g OVER PIPE <a E BOLT PRE-DRILLED ANGLE Slade ee pe TOT a sya IRON TO TWO-PIECE CMP HO LAE KEKE us 0 on 1 300 CONNECTING BAND Te SAEs My | S<KKKKKKKKKKKKK LHFKEKSE SLAF II 9 gay = AG KA TE wy I =") MINN Will RONALD E. GUEST “ THON =] P > aa i= . ISS ANGLE IRON . z 240 in e ‘| BACKFILL 74 INK =| | & U-BOLT DESIGNED: y, REEVES, PE. i im FA RS - CAD: ap MEN -— 5’ HEAVY-DUTY, T-SHAPED, ; o = EIR | tr GALVANIZED STEEL FENCE CHECKED: p- a = << ul: 7 POST DATE: 2 r/1 8 3/00 < : Ui _ 90 BOLT U-BOLT TO PRE-DRILLED Sli alll SCALE: HORIZ.: 1" 99" = 14 ANGLE IRON. CLAMP SECURELY _ Ate Teen VERT: V/A < S TO HEAVY DUTY, T-SHAPED, = TRENCH ee a_i a O = FENCE POST > = > y . 230 2350 *y X¢C-900/ DRISCOPIPE COUPLING « | i ENCASED IN ONE CUBIC YARD OF CONCRETE. (FOR SANITARY SEWER PIPE) - SSMH 6 TO EXISTING SSMH 11 DRISCOPIPE PIPE ANCHOR DETAIL EX. SSMH Ti 280 wnt (INSTALL EVERY 50 ” MIN) | RIM S3a-d+- 2352.05 ” ; NOT TO SCALE L| EX. 8” IE 22%69 (STUB IN-E) 223.05 CALE: 1 = 20 HORIZ EX. 8” IE 222.98 (OUT—W) : > - , REMOVE EXISTING STUB —_— > NEW 8" IE 229-4 (IN—E) 228.05 = 5 VERT. 5 (EXACT INVERT TO BE DETERMINED IN FIELD.) [__ExPIRES. 4726/01 | Q INSTALL INSIDE DROP PER CITY REQUIREMENTS rf USING C-900 PIPE. ECCENTRIC CONE MAY NEED LNE/O0 or TO BE ROTATED FOR INSIDE DROP STAMP NOT VALID BENCHMARK AND DATUM UNLESS SIGNED AND DATED DATUM: NAVD 1988 CITY OF RENTON a 0-+-00 1400 2+00 JI+00 oe JOB NUMBER 97-006 ORIGINAL BENCHMARK: RR. SPIKE 3.6’ UP EAST SIDE POWER POLE | \>>\ #316159, WEST SIDE OF TALBOT ROAD, STATION” SHEET NUMBER 106+85. ELEV. = 153.80' Pon ‘ ; 2 3 OF 2 8 ~ oe “Oo r . L* SET BENCHMARK: TOP OF 4” X 4” CONC. MON W/TACK IN | Lv 6 AT 1/4 SEC. COR. ELEV. = 378.58’ = © 1998 SSOCIATES | LJ A So J OO) s; / LLA-CO-Olo) . 70 O 6 P R 1 7O 0 8 S P 1 4/ 1 0 / 9 8 JO B NO : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : LU A - 9 7 - 0 8 7 DA T E : FE L D B O O K PA G E : DR A W I N G NO : TA L B O T RI D G E CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r 1 "— 9 0 ) ’ SO A L E DA T E | AP P R | AP P r o v e n BY RE V I S I O N NO . 380 HIGH POINT ELEV = 364.72 HIGH POINT STA = 0432.14 oq PV! STA|= 0+50 S PV ELEV = 365.15 he 50.00’ VC a Ke 3 whe S ~ aN M2) IM 9}3 - x ker Ox +/¥ = N S im | S18 93 + ¥ Sh m ha ™ P te 3 3 x la lin N 370 <n am Lid RR ~ He ts a da 3 Sie =|\ 8 be = SLO N se ~ aed ot ~ Y Sha F = w= a an a S BIL s a LOW POINT ELEV = 350.00 SI ie ns we ss LOW POINT STA = 2401.25 —\ ante = iy &|9 PV STA = 1476.25 faa hamnmen IS " BIS PV ELEV = 350.00 =~ cS Glin 50.00! ve ~ OH ~— Le <x ras Oe . mie “Ig 360 “= ae ag : 360 a ~N fc, % > a 3 ~Z> Rito g G x{|& > ~ Ie oj Sis S) N +) 2 N nN] 9 2 alg & | 2 5s Ls) s—~ x SS _ 2 7 ~~ _ 0.00% 350 een a . 350 RIM 364-70- 361.31 a ae a a aan 8” IE 354-04 (IN) 350.72 ts 8” IE 356-94 (OUT) 350.66 SSMH 8 RIM 364-85 364.50. 8” if 356-65 (IN) 356.44 8” IE 366-7% (OUT) 356.28 SSMH 6 RIM 351.62 8” IE 34640-(IN) 345.43 8” IE 346-06 (OUT) 345.31 (TYPE B-54”" @ SHALLOW 540 MANHOLE, RENTON STD. DWG. BR3Z) 540 ACCESS ROAD TO LOTS 3 ; ACCESS ROAD TO VAULT CALE: 1 = 20 HORIZ! 9” 9 ; T= 5 VERT. + O}9 - N S ‘9 ra) N s) © N : og] % : . Ke} S ~ a) ee) S sk ss Be 8 8 8 s : O+00 1400 BENCHMARK AND DATUM AS - C O N S T R U C T E D (S E E SH E E T 1 FO R DI S C L A I M E R ) DATUM: NAVD 1988 CITY OF RENTON BENCHMARK: ORIGINAL BENCHMARK: _R.R. SPIKE 3.6’ UP EAST SIDE POWER POLE #316159, WEST SIDE OF TALBOT ROAD, STATION 106+ 85. ELEV. = 153.80° . gin? watt OS 2ON SET BENCHMARK: TOP OF 4” X 4° CONC. MON W/TACK IN-LEAD \cae AT 1/4 SEC. COR. ELEV, = 578.§5 x Pe \\ ) peer — atl Le wir’ ‘ : lew | cece ©1998 AD ASSOCIATES TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning landscape Architecture Site Design 11814 115th Ave. NE = Kirkland, WA 98034-6923 Tel 425.621.8448 Fax 425.621.9481 Toll Free 800.488.0756 ‘www.triadassoc.com = S S = = >= SA N I T A R Y SE W E R PR O F I L E TA L B O T RI D G E CI T Y OF RE N T O N , AR } DA M ; MA R } JA M MA R MA N | M BY | CK PC G | JA M RE V I S E D PE R CI T Y CO M M E N T S RE V I S E D PE R CI T Y CO M M E N T S i 7/ 6 / 9 8 | RE V I S E D PE R CI T Y CO M M E N T S 12 / 1 7 , 11 / 2 0 / 9 8 2/ 1 8 / 0 0 | AS — C O N S T R U C T E D PL A N NO . | DA T E | RE V I S I O N ) | RONALD E, GUEST PROJECT MANAGER — DESIGNED: y, peeves, PE. BMD CHECKED: p¢ DATE: = 2.48/00 eS | __ EXPIRES: 4726/99 | 22/00 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 97-006 24128 L|UIAIS! ZIONS} 7 SHEET NUMBER LLA-00-Olo\ 7O 0 6 S P 2 70 0 6 P R I 4/ 0 / 9 8 JO B NO : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : LU A - 9 7 - 0 8 7 DA T E FE L D B O O K : PA G E : TA L B O T RI D G E CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r 1° = 2 0 ’ DA T E | AP P R | AP P R O V E D BY RE V I S I O N NO . 410 ©1400 N i S 21390 + ) rf Ce 5 S o " LOW POINT ELEV = 364.16 Ly + oS “a . = % » LOW POINT STA = 12+06.55 = 9 & PV STA = 10+00 PVI STA = 12+50 =r G & PV ELEV = 369.66 PV ELEV'= 362.16 %) Wy ° 50.00’ VC 180.00’ VC ~ q x 1/3580 7 ij = 4 3 oO} 8 a8 38 g N16 + @|% a he BR £ 3155 ‘ 8/5 =| als 3 S 8] 8 2 $|8 oi] ui : Oi] ta uy | S be lS. So) £53.65 fe =f Ls) >|> 8 E: Se ) = vars mlm ws tal iy Ny = ci =| ies N S oO ly | ly + 5 r S als be) Qa a EXISTING_GROUND <9 2198 = ec(MP) \ “8 370 a= Se poeeSeeLT \ PROPOSED FINISH St y = o— i ae GRADE (TYP.) \ MIS a = _ = ae ~~ ~— s ~ ~ CAP-END (ssw 9 1-3” SEPARATION J560 IE ete RIM S6o+6 by a 561.73 BETWEEN PIPES 8” IE S62-40- (IN A = 8” IE 362-00 (OUT) 361.64 SOM os SEIT 8” IE 36450 (IN) 360.72 B” IE 36448 (OUT) 360.82 LSSMH 8 = : RIM 364-65 364.50 POLE: 1= 20 HORIZ. 25 MPH DESIGN SPEED o> ene (OUT) Sone ” ? EXISTING PROPOSED ¢ FINISH T= fe) VERT. | GRADE (TYP.)\ GRADE (TYP. SMITHERS AVENUE S ; : s 5 8 S ES § 3 S 8 9+00 10+00 11400 124-00 13400 BENCHMARK AND DATUM DATUM: NAVD 1988 CITY OF RENTON BENCHMARK: ORIGINAL BENCHMARK: _R.R. SPIKE 3.6’ UP EAST SIDE POWER POLE #316159, WEST SIDE OF TALBOT ROAD, STATION 106485. ELEV. = 153.80° SET BENCHMARK: TOP OF 4° X 4" CONC. MON W/TACK IN LEAD AT 1/4 SEC. COR, ELEV. = 378.58’ AS - C O N S T R U C T E D (S E E SH E E T 1 FO R DI S C L A I M E R ) TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kirkland, WA 96034-6923 Tel 425.821.8448 Fax 425.821.9481 Toll Free 800.488.0756 www.triadassoc.com 2 = Wy Ly 5 = OS § is) a vd — Q o& x = w | & S oO & y < K tonal = | Kn _ S = my S S ag © BS ess m 23 2 5 ae 3 ba e ESE E ae § B§ 2 AE aN S<KKKKKKKKKKK] CADD: = gu CHECKED: on DATE: = _ 218/00 SCALE: HORIZ.: 1"=20’ VERT:: N & EXPIRES: 4/26/99 | 2N2/OO STAMP NOT VALID UNLESS SIGNED AND DATED LLA~ 00-lo\ T0 0 6 S P 5 70 0 6 P R I 4/ 1 0 / 3 8 JO B NO : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : LU A - 9 7 - 0 8 7 DA T E PA G E : DR A W I N G NO : TA L B O T RI D G E CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r SC A L E : 1” " = 2 0 ’ Eee x a a. Lu ke <x (a) > faa} z O <2 > ty o fe) Zz 410 590 380 370 560 410 PU STA TF 400 PW ELEV = 385.81 250.00’ VC &) N ni =| S| [ea Bes) ale 4 napa —2+==|390 1.25% So ) 3 EXISTING’ GROUND < @ € (TYP) he W ly : i < . i weit _ ee <9)" i | : 370 sh en of wee 0880 2 le if a Br IE S98 (IN) 371.65 S 8” IE SAG2 (OUT) 371.72 - . <. WY ly = = 33] 360 ° 9 < BCALE: 1”= 20’ HORIZ] > 99 9 é T= 5 VERT. 25 MPH DESIGN SPEED S 47TH STR EET RCE TE) PROPOSED | £ FINISH ‘ S 8 = 8 : 8 S 5 g 8 § 5S 3 144-00 15+00 16+00 17+-00 BENCHMARK AND DATUM TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning landscape Architecture Site Design 11814 115th Ave. NE Kirkland, WA 98034-6923 Tel 425.821.8448 Fax 425.821.3481 Toll Free 800.488.0756 www.triadassoc.com S feo S = = 7) S SA N I T A R Y SE W E R PR O F I L E TA L B O T RI D G E CI T Y OF RE N T O N , BY | CK MA N | MA R JA M MA R RE V I S E D PE R CI T Y CO M M E N T S AS — C O N S T R U C T E D PL A N oo 2A 11 , NO . | DA T E | RE V I S I O N AS - C O N S T R U C T E D (S E E SH E E T 1 FO R DI S C L A I M E R ) RONALD E. GUEST DESIGNED: yy, REEVES, P.E. CADD: BMD CHECKED: OF DATE: = 2/48/00 SCALE: HORIZ.: 1"=20’ VERT.: N fa EXPIRES: 4/26/99 | DATUM: NAVD 1988 CITY OF RENTON 22/0 oC STAMP NOT VALID BENCHMARK: ue UNLESS SIGNED AND DATED ORIGINAL BENCHMARK: R.R. SPIKE 3.6’ UP EAST SIDE POWER POLE _ oy ANN ee | #316159, WEST SIDE OF TALBOT ROAD, STATION —.ych\.cO™ 106+85. ELEV. = 153.80’ ove OF . JOB NUMBER 9 7. O 6 or 8 and -O00 SET BENCHMARK: TOP vA 4” X 4" CONC. MON W/TACK IN LEAD TN Le© AT 1/4 SEC. COR. ELEV. = 378.58" ve T SHEET ewer NUMBER Yaw 26% 28 ooo mo assooures|L_ AID] /|O}8) 7 LLA - 00-01 70 0 6 S P 4 70 0 6 P R 1 4/ 1 0 / 9 8 LU A - 9 7 - 0 8 7 DA T E FE L D B O O K : PA G E : DR A W I N G NO : TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying land Use Planning Landscape Architecture Site Design JO B NO : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : 11814 115th Ave. NE Kirkland, WA 98034-6823 Tel 425.821.6448 Fax 425.621.3481 Toll Free 600.488.0756 wwv.triadassoc.com 410 410 TA L B O T RI D G E WA S H I N G T O N HIGH POINT ELEV = 389.46 LOW POINT ELEV = 387.95 HIGH POINT STA = 184+353.33 LOW POINT STA = 19+43.63 PV STA = 18+50 PV STA = 19+60 PV ELEV:= 389.88 PM ELEV = 387.13 4001 100.00"..VC 100.00!..VC- EXISTING GROUND NOTE: @¢ (TP. STREET LIGHTING REQUIRED _ ee oor PROPOSED FINISH —_—S _ oe as GRADE (TYP.; \ at J9O}- ee eee eS a SE OO TT oN ~ a 39 5 . 0 0 IN T 20 4 + 7 9 . 0 8 S 47 T H ST 17 + 0 5 , 9 0 10 2 N D AV E SE \ | | | BV C S : 18 + 0 0 BV C E : 38 9 . 2 5 EV C S : 19 + 0 0 EV C E : 38 8 . 6 3 BV C E : 38 8 . 3 8 EV C S : 20 + 1 0 EV C E : 38 9 . 5 9 BV C S ! 19 + 1 0 590 SA N I T A R Y SE W E R PR O F I L E TA L B O T RI D G E CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Et 7 \ 9 Q a 3 SS N 3.8” =O: . 0.0075 Nw a 7 <168 8” PVC S=6-0062 : = 190’-8" PVC S=6-6062 x 7 | lor ASBUILT VERIFY ELEVATION PRIOR sen 380 she ce fa i a a ir 73 VERIFY ELEVATION . SSMH 12A Th 7 LSSMH IS aur De 593.52 RIM 388-04 387.97 ec = 8” IE 382-37 (IN) 384.28 ial 12 KA 8” IE 3O+-28 (IN) 381.84 A om | 8” IE 382-27 (OUT) 384,24 | / / / \ \ Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r 7 \ 4 CI T Y OF RE N T O N , SV / 8” IE 380-48 (IN) 380.54 8” IE SB-SR (OUT) 381.93 8” IE 386-66 (OUT) 380.37 MA N / M A R JK M [M A R JA M |M A R BY | CK 370} 370 17 + 0 0 SE E SH E E T 26 1° = 2 0 ’ ON E IN C H F NO T ON E IN C H SO A L E AO O O R D I N G L Y e e 11 / 2 0 / 9 8 ) RE V I S E D PE R CI T Y CO M M E N T S 8/ 1 7 / 9 9 | RE V I S E D PE R CI T Y CO M M E N T S 2/ 1 8 / 0 0 ] AS - — C O N S T R U C T E D PL A N NO . | DA T E | RE V I S I O N TC H L I N E ST A J60 = CALE: 1"= 20’ HORIZ RONALD E. GUEST = 5’ VERT. DESIGNED: y, aeeves, ne CADD: = =—s py AS - C O N S T R U C T E D (S E E SH E E T 1 FO R DI S C L A I M E R ) 25 MPH DESIGN SPEED CHECKED: yr S 47TH STREET EXISTING PROPOSED ¢ FINISH DATE: = 2/18/00 GRADE (P\ TYP. [GRADE (TYP.). SCALE: HORIZ.: "=99° \ VERT.: NA DA T E | AP P R | AP P r o v e n : XR E F : 39 7 . 5 7 —_ | BY 58 8 . 0 0 58 8 . 6 3 5 58 9 . 2 5 38 9 . 4 7 58 8 . 6 3 58 7 . 9 7 38 9 . 1 4 59 4 . 0 3 59 6 . 5 0 17+00 18+00 194-00 20+00 21+00 BENCHMARK AND DA TUM | __ EXPIRES: 4/26/99 | DATUM: NAVD 1988 CITY OF RENTON 2 MN SOO BENCHMARK: STAMP NOT VALID ORIGINAL BENCHMARK: R.R. SPIKE 3.6’ UP EAST SIDE POWER POLE UNLESS SIGNED AND DATED #316159, WEST SIDE OF TALBOT ROAD, STATION RNS Dn . i = 153.80’ \ SET BENCHMARK: TOP OF 4” X 4” CONC. MON W/TACK IN LEARN 97-0 O06 AT 1/4 SEC. COR. ELEV. = 378.58’ 3 47 We RE V I S I O N FI L E N A M E : ene? 27+ 28 ©1998 TRIAD ASSOCIATES | S A or, Fi UO $$ / LLA-00-Glo\ NO ee © 7O O 6 S P 5 7O 0 6 P R 1 4/ 1 0 / 9 8 LU A - 9 7 - 0 8 7 CD : JO B NO : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : TO OUTFALL 11A A _N 5 y_\__N 5 y _\——_N = Vr z z E I : = F3 & . , 7 \ Vy = AVA TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying aN ELBOW, SEE DETAIL Land Use Planning \ THIS SHEET (TYP.) —errSmr iid bai 8” STUB landscape Architecture Site Design 11814 115th Ave. NE Kirkland, WA 98034~029 GROUT = Tel 425.821.8448 Fax 425.621.3481 . (TYP.) ‘ a Toll Free 800.408.0758 www.triadassoc.com Ww 2’ 4 : — « Be O tw Yes aa ‘ = mb iD w ks aa a c ig fal a — \ © ‘ag a 7 . { G} ma ia? 0 » on” » 69.4" | _ a J6"CMP 92'-96 ‘ 36”CMP = ? a eo ig \ / S o as _ __ _ __ _ NA UY? aT a _I - < of \ +N 72° me x SS _ CB 11, TYPE l-72°77 \~ | Zz ‘ 7" 12” STUB = . / - <I > v .\ | \ / bm “ : \ | | : 2s Ly = S \ / _ Q ache, ° | oo : > CLEANOUT, 8° JX) oS j— . SHEAR GATE Jag ‘ . 2” MAX. 4 CB 12, TYPE Il-60 w — CLEANOUT, 8” LE Qo ~ | SHEAR GATE = FROM CB 13 nr = e' 101.50" = 2 a) gk PLAN VIEW <Ti2 ao os mf ly mal Paz, OS O;® OS ¢: D | ~ (=) S [ame ie 3 ui & bn ee NOJE: (1) ALL 36” & 96” DETENTION PIPE S = CR Ss SHALL BE HELICAL CORRUGATED ALUMINUM PIPE. 36” PIPE ROUND, SOLID, LOCKING ly oe SHALL BE 14 GAUGE WTH 2-2/3" x 1/2” CORRUGATIONS, LID MARKED “DRAIN” La & 3S 5 OR 16 GAUGE WITH 3” x 1” CORRUGATIONS, AND EL. 392.07 ue ae REQUIRED “DEAD°STORAGE 839 CF ee ee bia ro} Si PROVIDED "DEAD’STORAGE —9@7-CF | 947 . , REMOVABLE WATERTIGHT = . PS ” » COUPLING es REQUIRED “LIVE"STORAGE 3,458 OF ean ee en ee . . —- LE. (SEE RESTRICTOR = WY = saya] &° PROVIDED “LIVETSTORACE ceaeecr | xa20 SHALL BE HELICAL CORRUGATED STEEL PIPE. 12” MIN. im = KR “6 a i ° 36” PIPE SHALL BE 14 GAUGE 2-2/3" x 1/2” 16” MAX] - a YY ‘DETAIL) AT Oo CORRUGATIONS OR 16 GAUGE WITH 3” x 1 or | = GAUGE WITH 3” x 1” CORRUGATIONS. ce cc = be < & ALL STEEL PARTS AND SURFACES eee es . wile 3 MUST BE GALVANIZED AND ASPHALT na tat gs Ee Loe ks ee Se (TREATMENT 1) COATED OR BETTER | — ; 6" & ly 2 LID MARKED “DRAIN” ay ‘* 6” MIN. 6" g 7 EL. 38767 387.79 IF DISSIMILAR METALS ARE USED . MAX. = ~ FOR THE LIFT GATE AND RESTRICTOR i - SS TEE, THE JOINT SHALL BE CAULKED r co PER CITY SPECIFICATION. 4 _ im p ‘ ; cl rma WELD ELBOW WITH 12 amy a : . ORIFICE DRILLED IN PN, aa ; < —- . “* _ | a | fe 12 GA END PLATE © a > a 1: SS EL. 385.33 A C S|: (SEE RESTRICTOR DETAIL Ss Fe 33 a or ee, € te ue , a , - FOR ORIFICE DIAMETER(S)) 5 y = ae 5 — n _ 92 = _ bln jo 4.50 | i = BE - a a rs rer TES : S 5 on - 0.5" MIN. 7 rr bo a ny OO i SS se oP OF RISER a i Po [MEN Rg ; ELBOW DETAIL G |e af 3 EL. 386-33 385.30 . 6 r es NOT TO SCALE = z 7 L__J) ( a ee ae - LS 2” GALVANIZED S E ; % | PIPE 63 Oo SS ‘ 383. r ° oS Ld Ly 2 12” IE. GS-76. ty | E<KKKKKKKKKKKK : re ; RONALD E. GUEST ORIFICE $3, EL. 3B2-+5- 382,13 =". WELD 12 ee BOTTOM PLATE [FOTO ‘ ear WITH 2-3/8" SHARP EDGE an : ’ : f : ORIFICE (ORIFICE TO BE SHOP DRILLED).|: .. LS 92'-96" @ 0.50% a M. REEVES, PE /d FREDRICK ORIFICE $2, EL. SAAS 381.13 = — saree CADD: pup or WELD 12 GA. BOTTOM PLATE » ee > CHECKED: = WITH 3—1/4°8 SHARP EDGE ; ware wel __ 36" CMP. — on Jor <x ORIFICE (ORIFICE TO BE SHOP DRILLED). | COUPLING my, Soe EL. 379.53 . een DATE: 2/18/00 PIPE SUPPORTS 3" X .90 -T - 379.58 bled a ge SCALE: HORIZ.: a ALUMINUM STRAP BOLTED LJ EL. 379.10 EL. 370-52 —4>. MSDE © -02.50)) BACKELRG VERT.: ae Sou a STAINLESS BOLTS mae Y_DEAD STORAGE \_DEAD STORAGE J bs = =— = 4 ’ SAA = —— _ _ IIRRRRRR —— ——* — 4 = EL 578.10 = aa - SAN YSIS > — aa : 2" MIN. 7 NATIVE MATERIAL —X LR m OUTFALL 114 . fis 377.20 a . (IF APPROVED BY = SN VN S ‘377-37 377.28 lE 377370 || eee GOR Eh 577.53 * L_£L_ 377.57 . Z CONSULTANT) 12” MIN a . ke ee ee ee ee ; ” MIN. MS | 6” : Do ERE a5) _.paeee chaticnienion A ar ee GRAVEL BACKFILL FOR——<4 RA 1° iain rr en ea Se PIPE BEDDING PER 1994 Ny RN . T ee WSDOT SEC. 9-03.12(3) A RX hd ” KEY GZ 2’ MIN, PP 8” WATER TIGHT 8” PIPE FOR DRAINING . YA NS ’ = “ 6” PERFORATED PVC PIPE,.\YS4 Ss 7 ) 1 ) SHEAR GATE ¢ DEAD STORAGE CB 12 WRAPPED W/ MIRAFI 140-NSS DETENTION RX PLACE MIRAFI 2 \ 8” SHEAR GATE TYPE Ii — 60” FILTER FABRIC. PROVIDE 7 oa a 140-N BETWEEN c bs IE 377.36 FOR FULL LENGTH OF RN.” RA GRAVEL LAYERS db ( j . , DETENTION PIPE AND 4-7 SK ol ge _ CONTINUE TO SDMH 'C’ Ne Ss 2’ MIN. a a IN NON—PERFORATED CRG Y » z lain : PROFILE VIEW 6” PVC PIPE. VV DR ee 1° S ls t__J ‘; a INVERT OF 6” PIPE —RERARRRRARRAR RAI [ EXPIRES: 4726701 | > bes, EL. 373.37 rd iS SAME AS 12” OUTLET | | “ 2 AE Sd > Sani ELLE, Sa TR 18” D 18” lad on oe ae ee at ne a OS SE Se Sa “BO ght ARIA Se Be gt hye , AGGREGATE PER 1994 STAMP NOT Y, 2 ee, Ot ey ee ee WSDOT SEC. 9—-03.1(3) 7 ORIFICE #1, EL. 375.37 C—GRADING #5 UNLESS SIGNED AND DATED WELD 12 Gh, BOTTOM PLATE DETENTION PIPE BEDDING, SUE re denice tai ere eres) BACKFILL_ AND DRAINAGE “= 97-006 RESTRICTOR CB 11 DETENTION STRUCTURE oe oo aie wes TYPE Il — 72" 1"=2" I 19* 28 | (S. 47TH PLACE) ce Oo \ oe . Soa UAISI7[O18|7 ©1998 TRIAD ASSOCIATES LLA-00-Obo} TQ 0 G R D 6 4/ 1 0 / 9 8 LU A - 9 7 - 0 8 7 JO B NO : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : , \ 3 a 135.92 _ —"s & yp \_N F CLEAR DIMENSIONS 41.94" 93.98" _ — V-. 15” MDE x 136" LONG = = - ———— = x p 4 : i DEEP ; { yyy a 2 ET < EXISTING GROUND (TYP.) VAULT ACCESS, WITH < ; 9.00° Sis <5 2 (12°) + Project Management SIR \ Kis (8°) —— Civil Engineering VAULT ACCESS WITH 4, ~ _ PROPOSED FINISH GRADE (TYP.) Land Surveying LADDER TO BOTTOM 7 = ' Land Use Planning J50 \ ~— _> lima arya A 350 . 2.35" Landscape Architecture | Ls ——= N& ae \ _ ~ 41.98’ a 93.95" = Site Design a ~ = an 11814 115th Ave. NE Kirkland, WA 98034~6023 a vB melee ce ow eee pk bw Meme a oe: ~ 135.93' 7 Tel 425.821.8448 Fax 425.821.3481 7 TOP OF LIVE STORAGE EL. 347.20 7 348.4947 = - Toll Free 800.488.0758 www .triadassoc.com . T T (AS CONSTRUCTED DIMENSIONS) N ; 7 . 1 TOP OF VAULT = OQ "sg ] SCALE: 1°=20" Le) = 36’ T 50’ | 50° be as + + 24” DIA. LOCKING LID G} = _ _ . MARKED "DRAIN = O <i INSTALL 8" VALVE EXTENSION AND RIM EL, 350:06- 550.92 <= 540 ig 540 COVER OVER END OF &” DRAIN PIPE , 7) Mm = 8” VALVE EXTENSION <x 41.96" — _ , 26'-12" _ 93.96 med << = = = / TO CB 1 0.5" MIN. — < (5 ES I 556.47—~ | BOTTOM OF VAULT El. 336-46 336.39 TOP OF DEAD STORAGE EL. 336-40 336.41 - idaary aT mcataid | TOP OF VAULT EL. 349.50 ~ a nil , pe DPYYYONY YY a y y Ly ei cami 7 H8. RERRRRRRRRRARARAAR » er us SSIS SSISSSS ASSUMED SPAN Q a BOTTOM EL. 33866 332.71 L eal are ane = ee re THICKNESS—13 ~ Ye R, i . | Z oe a \ cone 0 38% = 1E,_5.30..36 a nun —_ be § fk 330 3350 oe 347.20 ~—~is | | =a _. TOP OF_RISER _M.WS. EL, 34720 oe fe) os Lo! | 346.53 Wis2 a |---+—_______ NOTCH WEIR EL. = 346-53- S re) VAULT SECTION A-A so TT WEIR LENGTH = 0.4375 (ARC LENGTH) =iwvl PIPE_SUPPORTS zaik- 2h 3”x0.090” ALUMINUM W/ 5/8” ™ | | > = os STAINLESS BOLTS ‘gtd Oli Or ~~ ho 7, o 2 z a S 5 , 6” IE S44:36- 344,82 Hie QJ Coz E * = 2 Ss L | ORIFICE #2, WELD 12 GA. —= | ly > 3 ee aia — = EX $ +———————orrai PEATE WIDTH 2-778" PLATE WDIH 2-7/8'0 Q Q — ‘s : 12” RISER - SHARP EDGE ORIFICE Le) ‘2 2, 2y - (ORIFICE TO BE SHOP DRILLED). Or = a 4 dl a 7 s 3 c 7 = - a a SHEAR GATE VALVE ‘ a Ly] — ‘8 AAD. aE: SCALE: 1”= 20’ HORIZ] ae EXTENSION PER COP 7 2 2 a d | oe mes ow ° : en ae = 2 VERT. 1” TUBULAR ALUMINUM LIFT ROD a \e) SN ATTACHED TO TOP STEP “=. La > £ o's bee rn Eo =n ___ SUPPORT BRACKET FOR Tr — sfil s° yy EXTENSION ROD AND O ~° oo ceiiiediaa = es Sa bs <2 REQUIRED “DEAD” STORAGE 3,990 CF. , = : = _—— PROVIDED “DEAD” STORAGE ~+;4+04 C.F. | 5,226 « Res FABRICATE OUTLET AT ly JB 8 Fz REQUIRED "LIVE" STORAGE 21,435 CF. Ye . i REQUIRED PIPE SLOPE AT 3 PROVIDED "LIVE” STORAGE 24-930 C.F. | 22009 « GROUT (TYP - %) _ * NQIE: ASBUILT VOLUMES DETERMINED BASED ” ON THE ASSUMPTION THE RISER PIPE IS QA pp CONSTRUCTED PER PLAN. (EL. 347.20) tT 5 8” SCREW-TYPE SHEAR GATE fame ; = = PER C.0.B. STD. DWG. No. D-28 TB Sa — 30° STORM DRAINAGE E \ 5 S S B > o ; 45 0 EASEMENT p male , 336.42 E a g)8y | _— A < z &E ; a] y z58 <lo fl YL, pe >. | 534,42 iY) E ae d 7 - 4 <I9 y r a ORIFICE #1, EL. So4-40- > ee | LL 315 / | ba: WELD 12 GA. BOTTOM PLATE ee 3 aS > bes WITH 1-3/8" SHARP EDGE ORIFICE QO} & gs L,, <> (ORIFICE TO BE SHOP DRILLED). Q) BRNXSs a 7 mae coven)? 53265 | BKKKKKKKKKKKI 2 ELEV 33200 = ee 6” FOOTING DRAIN oy rs 0.50% . INSTALL _TEE FOR FOOTING / <=! RONALD . GUEST _ 350 , —_ pf... PROPQSED..FINISH GRADE (TYP.) 24" ACCESS - DRAIN CONNECTION e Pa Z PROJECT MANAGER Z g 7 8” PIVOTING SHEAR GATE (TO DRAIN/ | a DESIGNED: y, REEVES, P.E./i FREDRICK : E DEAD STORAGE) PER C.O.B. To ; 4 CADD: 7 7 DWG. No. D—27 a ly 4 , BMD —T -_ :: CHECKED: fam y \ ; a JOF ra f ¢ ——- — < EXISTING GROUND~(FYP:} / INKZOP OF LIVE STORAGE eg ll i a oe ee DATE: = 2/8/00 CPP Jog 37950 2’ 8” SCREW TYPE — rs SCALE: HORIZ.: 7* — 20° w \/ ooo LADDER SHEER GATE ed” WOE x 2° DEEP 3 rs / — 18” yO) SUMP (OR 4° DIAMETER ee fa) to 26’-12" @ 2.69% ana: MANHOLE BASE) / 15.04 YY 340 / ——— a > a a / SECTION VIEW / L— 8” VALUE COVER / / a i 12” RESTRICTOR / \ = siasate DETENTION VAULT \TOP OF DEA aaa SCALE: 1" = 2’ rT 7 SCALE: 1" = 2 z II5O fe) | EXPIRES: 4726/01 i?) > 2)N2/00 fag STAMP NOT VALID - UNLESS SIGNED AND DATED ne AN oP . . ones JOB NUMBER 97-006 ‘3 8 OE oh = od ‘ m4 L FR yg SHEET NUMBER 180 28 ; L JUJAIS) ZIOIS| 7 2 ©1998 TRIAD ASSOCIATES LLA-00-Gi\ 7O O 6 R D S 7O Q 0 6 P R I AM A /a R r JO B NO : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : LU A - 9 7 - 0 8 7 ; § g - E n E LL O a ag kK O mM —! x kK Fx, Of SS 3 Co = 22 oO >: = WwW Ef] 3a UR 5 £&E UD oO SE Me ON 28 anil 2 ON E IN C H DA T E | AP P R | “P P R O v E D BY RE V I S I O N NO . KI 7) HIGH POINT ELEV = 389.46 LOW POINT ELEV = 387.95 rs HIGH POINT STA = 18433.33 LOW POINT STA = 19+43.63 NT PV STA = 18+50 PV STA = 19+60 ally Pp PV ELEV'= 389.88 PV ELEV = 387.13 sa) = 400; 100.00....VC. 100.00°...VC. Na dS Mi Ss i alg sia 3h ef - L195 +| 93 o EXISTING GROUND 9 Ls) S 0] © QR Ss NOTE: QS @ ¢ (TyP.) \ Sik aire Har Aya STREET LIGHTING REQUIRED Byiy aii 818 SIS SIs 8/8 \o M} ly} ly peep its) lg} uy we _ _ _ — a sen nt PROPOSED FINISH =_ GRADE (TYP., \ 39 Ph \ 7 BT=12" @ 1.40% 0 eo: FROM CB 16 > — y, at’ 1.21% ok \ Z 35-12" © 6-50% / void CAP_END \ Z \ 6 12” IE 38B.82 an Tia ra lta ‘~12” © O-60% \ im 2 ' \ ra 0.56% 0 N 4 \ be wg mn e J x o 1° SEPARATION J8O} — ee Pee 4 380 prvetertt eee eoreevser tier te eettt? —~— mi a 92°+ 9 6” DETENTION PIPE @ 0. 50% rs CB 14 ha See 7 (SEE DETAIL, SHEET 19) ) W/ THRU CURB INLET | — —— TT N TOP 387.53 y ( 2-36" 0 0.50% 2'-36" © 0.50% 12” IE 384-64 384.67 \ 2 ”. 26: fad IN "= 12._@. ly ~ ae Hed OO TO OUTFALL 11A a W/7 THRU CURB INLET [CB 12 TYPE Il-60” TOP 387-53 387.60 CB 13 TYPE |l-48" W/ SOLID, LOCKING LID 12” IE 384-49- 384.75 TOP 394-24 390.89 TOP 392.07 370 ELS eran rE aae3s Wn) soxoe farie"SSeie" tn Sante 70 io GDt Ts eee . oa ¥v ] ‘o ‘ i iE cet a- m OCUT-NE SOS ORT: IE SEES IN= “TES | — 2 ( ) 36” IE 379-57 (OUT—W) 379.58 (W) |CB 11 TYPE IIl-72" + W/ SOLID, LOCKING LID N 387.79 TOP 387-67 ~ 377.28 8” IE 377-36 (IN-E) vs (“DEAD” STORAGE DRAIN) pe 377. 28°12" 1E SFP (OUT=NW) wH 379.08 36” IE 379-09- (IN-E) SEE DETAIL, SHEET 19 = — i 9 S CALE: 1 20 HORIZJ = ry 9 1_= 5 VERT. 25 MPH DESIGN SPEED S 47TH STREET EXISTING PROPOSED ¢€ FINISH GRADE (TYP. GRADE (TYP. g off {8 ole Ne ols ols offs +2 alg S ars) IN ye 4 : hes H(t) ats) ut) ] ole S 3 ~lo} Olet Ins Tig} Niet Vie %© sS § os 38 a8 38 8 38 35 als a8 17+-00 18+00 19+00 20+00 21400 BENCHMARK AND DATUM DATUM: NAVD 1988 CITY OF RENTON BENCHMARK: ORIGINAL BENCHMARK: SET BENCHMARK: 1064-85. ELEV. = 153.80’ R.R. SPIKE 3.6’ UP EAST SIDE POWER POLE #316159, WEST SIDE OF TALBOT ROAD, STATION AS - C O N S T R U C T E D (S E E SH E E T 1 FO R DI S C L A I M E R ) TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE = Kirkdand, WA 98094-6923 Tel 425.621.6448 Fax 425.621.3481 Toll Free 800.488.0756 www. triadassoc.com S S < = x = TA L B O T RI D G E RO A D AN D ST O R M DR A I N A G E PR O F I L E = S me ne Le) > - © eee BM ak mB <2 PE R CI T Y CO M M E N T S IS E D ST O R M RE V I S E D 00 ; AS — 17 6/ 1 1 / 9 9 2/ 1 8 / CO N S T R U C T E D PL A N NO . | DA T E | RE V I S I O N | DATE: =. 28/00 SCALE: HORIZ.: 1°=20' VERT.: N te [ EXPIRES: 4/26/01 | 2/2/00 STAMP NOT VALID UNLESS SIGNED AND DATED ee un 97-006 13°28 SHEET NUMBER LLA-00-G\o) 7O O 6 P R 1 7O O 6 R P S 4/ 1 0 / 9 8 DR A W I N G NO : LU A - 9 7 - 0 8 7 ST A : JO B NO : TA L B O T RI D G E PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : “f e CI T Y OF wl RE N T O N ma l l Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r 1” = 2 0 ' AP P R | AP P r o v e n , DA T E XR E F : BY RE V I S I O N NO . FI L E N A M E : 410 410 590 J80 J60 J90 13 4 5 0 SE E SH E E T 12 e je LOW POINT Ei LOW POINT ST, LEV = 364.16 A = 12+06.55 MA T C H L I N E ST A 1380 NOTE: STREET LIGHTING REQUIRED EV E S : 13 + 4 0 EV E E : 36 9 . 9 0 R 5 «i 3 " & : 3 i 2 ly 1%) i 4 3 q . rS | & 8 9/8 g Is + +1¥ Hd = A)» ia N ne =I 3 s ars = 3/8 gala " uj : Ss — = OLS... io oop & a ee =TS AIS ~ a rad | St.) Ys PSS Ss = QS Nie N ey) by | ly ba me Ny S “1Y) leet x is <1) EXISTING_GROUND = @ ¢ (TYP.) L. ¥g —— ~_ PROPOSED FINISH ol + en i: a GRADE (TYP.) AIS iS ae —_——-\|—-—-—-—-— TS i ~ o~ ~ 130°—12”" @ 5.81% TO CB 3 TOP 369-06 369.01 12” IE 365-36 365.41 i 30-12" © +60% 1.87% TOP 365-4% 365.44 12” IE 362.09 (NE, CB 4, TYPE W, TOP 565-76 TOP 369.06 12” IE 365-66 EXISTING GRADE (TYP. PROPOSED € FINISH GRADE (TYP. 12” IE 362.14 (SW) 25 MPH DESIGN SPEED SMITHERS AVENUE S 42-3 59-96 —— 29'-12" © 452% ‘W/ THRU CURB INLET TOP F65-7## 3635.84 12” IE 360-34 360.34 CB 6 TOP 367-5F 367.60 12” IE 36-4:4+3 363.95 (E) 363.85 (W) J60 12" TE 359.96" (NW) 12° IE 359.86 12” IE 360.01 12° IE 360.01 (E) \ / © o/@ a|% =| o]|® og col ol aie Ri hg hy she She ~ SS SS sg sls ss S18 sie SIS SIs S 10+00 11+00 12+00 13+00 BENCHMARK AND DATUM AS - C O N S T R U C T E D (S E E SH E E T 1 FO R DI S C L A I M E R ) SET BENCHMARK: DATUM: NAVO 1988 CITY OF RENTON BENCHMARK: ORIGINAL BENCHMARK: R.R. SPIKE 3.6’ UP EAST SIDE POWER POLE #516159, WEST SIDE OF TALBOT ROAD, STATION . 106+85. ELEV. = 153.80’ OC ‘eX pean TOP OF 4” X 4” CONC. MON W/TACK IN LEAD AT 1/4 SEC. COR. ELEV. = 378,58’ TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning landscape Architecture Site Design 11814 116th Ave. NE = Kirkland, WA 98034-6923 Tel 425.621.8448 Fax 425.821.3481 Toll Free 800.488.0756 www.triadasaoc.com S S s = < = TA L B O T RI D G E RO A D AN D ST O R M DR A I N A G E PR O F I L E > : S > = O ee “EF EE : a2 a: 2 a be a & 3 <KKEKKKKKKKKKKI RONALD E. GUEST DESIGNED: 4 REEVES, P.E. CADD: BMD CHECKED: - DATE: = 28/00 EXPIRES: 4/26/01 | LN2/00 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 97-006 17°28 ©1998 TRIAD ASSOCIATES | LU A 9 / O 's 7 LLA-00- Ob! TO Q G R P S 70 0 6 P R I 4/ 1 0 / 9 8 LU A - 9 7 - 0 8 7 JO B NO : ST A : PL O T SC A L E : PA P E R SP A C E : PL O T DA T E : 5 y_\__\ g AE: An GEA @ = ,-_ # a Ay 3 = |8 H way —EEy TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11614 115th Ave, NE Kirkland, WA 98034-6923 Tel 425.621.8448 Fax 425.621.3481 Toll Free 800.408.0756 www.triadassoc.com LU Oo = 7 Ww S ~ 410 410 > S : © Wg x a x Pa = ¢ | Q N a = & ey 400 PSTA'= 15425 400 SS . PVI ELEV = 385.81 a 250.00" VC = > < ~ re gis ae S S ry +18 E/5 K © “5 ane 5) Gi Y) a G5 gig gl ml x, 7, fal & m}a tu] ty Q © ge fr PROPOSED..FINISH. = q = Ss 590 GRADE (TYP. res ==1I590 <x I > ‘a Zz 2 uj 8 — — = 1.25% Q 2 Fit go + z =o < = © MM Ss Lp) A <a Eee S = g& - EMS TINE EROOND ~~ = a c LL oN ~— \ fal 52 wW 5 a & 380 |5 | 380 3 ane wee EE = CB 9 TOP 366-73 386.85 1.20. Ne SOBEBS-IBS,00 8” IE 385-62 383,32 AS - C O N S T R U C T E D (S E E SH E E T 1 FO R DI S C L A I M E R ) XR E F : FI L E N A M E : Lap) . fs prnreressttit eee! ut evarnnrervvenstitsteet OE 2 87% i 5 - rr mee CB 10 __ a i : 3 to FP case Hy aa 370 +2 scone : 87E- 384.18 370 5 8 2 a fe 5 = a 4 i, 8 ie wee ie _ TOP S77. ME pts + S B 4 = - we a 12” IE BIAS 1.02 “uj ee 8” IE 374-48 374.17 = E by 3 — _ oot |-— 30'-12" @-+:67%- 1.80% = pa eB ae ces Pr a && TOP 344% 377.41 12" IE S745? 374.31 ly S<KKKKKKKKKKK] OE SARGS 574.71 s J60 ir 5 360 RONALD E. GUEST S PROJECT WANACER — 99 3 Pl CALE: 1”= 20° HORIZ. NS DESICNED: y, peres, PE 1"=_5' VERT. cu: ae — CHECKED: WOF < DATE: = 2.48/00 ~ 25 MPH DESIGN SPEED SCALE: HORIZ.: 1°—20' w 3 < SHISTING PROPOSED FINISH a fa S 47TH STREET GRADE (TYP. ‘a a) > \|/ is 38 ss me as af Nie ; S Sis SB 38 as as ss 8 144-00 154-00 16+00 17+-00 za o = Zz EXPIRES: 4/26/01 > tu BENCHMARK AND DATUM 22/00 DATUM: NAVD 1988 CITY OF RENTON STAMP NOT VALID BENCHMARK: UNLESS SIGNED AND DATED ; es ORIGINAL BENCHMARK: R.R. SPIKE 3.6° UP EAST SIDE POWER POLE _ aun? JOB NUMBER #516159, WEST SIDE OF TALBOT ROAD, STATION” aN 106485. ELEV. = 153.80 yom 9/- O06 SET BENCHMARK: TOP OF 4” X 4" CONC. MON W/TACK JN LEAD» |. SHEET NUMBER AT 1/4 SEC. COR. ELEV. = 378.58 Wh ue, 12 0 2 8 5 Re 9 L IWIAIS) JIS) 7 © 1998 TRIAD ASSOCIATES LLA- 00-G\o} 7O C S P R I _— A 7o v s e R P s NORTH LINE SOUTH 4 ACRES SOUTH HALF NORTHEAST QUARTER W H E N RE C O R D E D R E T U P N T O : Of f i c e of tr e C i t y Cl e r k Re n t o n Ci t y Ha l ! 41 0 8 6 So u t h Gr a d y Wa v Re n t o n , WA 98 0 5 5 85 . 0 3 ’ 68.47’ - 12 : F 5,822 SF w ; S Bl IB 13 5,822 SF an \ Q2O0CO 7 ACKNOWLEDGEMENTS STATE OF WASHINGTON COUNTY OF KING , | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT BOB NIEMAN AND DEEHAN WYMAN ARE THE PERSONS WHO APPEARED BEFORE ME AND ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, AND ON OATH STATED THAT THEY ARE AUTHORIZED EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS MEMBERS OF TALBOT RIDGE HOMEOWNERS ASSOCIATION, OWNERS OF TRACT B IN THE PLAT OF TALBOT RIDGE TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. \ DATED 7 SIGNATURE OF S|» 14 NOTARY PUBLIC 4 PRINTED NAME 8 3 TIME MY APPOINTMENT EXPIRES \ | | Ls) \ Ea eee 17 1APOOODN LUA-00-61—LLA LND-30-0207 ACKNOWLEDGEMENTS STATE OF WASHINGTON COUNTY OF KING | CERTWY THAT | KNOW OR HAVE SATISFACTORY EWOENCE THAT BOB NIEMAN ANO DEEHAN WYMAN ARE THE PERSONS WHO APPEARED BEFORE ME AND ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, AND ON OATH STATED THAT THEY ARE AUTHORIZED EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS MEMBERS OF SPECIALIZED HOMES, LLC., OWNERS OF LOTS 4 THRU 13 IN THE PLAT OF TALBOT RIDGE TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME TITLE MY APPOINTMENT EXPIRES | | 8 aghiaen! : PO R N¥ SE K SE C 31 , TW P 23 .N , RG E SE , WM . PO R SK , NE K SE C 31 , TW P 23 N, RG E 5 E, WM . ip 5 Vt ae Sg 1/4 CORNER nN = N89°26'29 E 178.22 SEC_31-23-5 | is FND 4"x 4" CONC MON . ? SOUTH 47th STREET W/0ND AT FNC COR io w/GND AT FNC COR 6 “(JAN 97) - bee TRACT A 7.35" | oe 20.01" NGPA iN Sie .° 32 ling a ha vc) ee > Ce .' . Wo ' | Mes gist be 35 ee atahe GRAPHIC SCALE “ 4 ‘i v's ad y i sts 3 2 1 31's sj BASIS OF BEARINGS in | ad rls 5 & "CITY OF RENTON INVERSE OF N20°09'04"w, 8 3444.43’, BETWEEN CONTROL POINTS 1227 AND 1872. ‘S é ~ LEGAL DESCRIPTION OF EXISTING PARCELS to) 8 LOTS 4, 5, 6, 7, 8 9, 10, 11, 12, 13 AND TRACT 8 =| us OF THE PLAT OF TALBOT RIDGE AS RECORDED IN ai mead | | 8 VOLUME 194 OF PLATS, ON PAGES 15-17 RECORDS ° » 3 — * Z am ’ KI TY __ 00’ | _NB9'00'S6"w 7 7] 79-98 aN a= a = yor KING COUNTY Al AND UNDER KING COUN aoe - . T; txee rr 8 @©® i RUL 5 ey fa : z --Ae | [ 8 5 P| g [Pa | 8 W-—_-— . So ai. t i 38 l ; z 5 5 48 >} 5 8 Z FND CITY OF RENTON HORIZONTAL CONTROL R86 = oo © no rie / POINT $1227, 3/8” COPPER PLUG IN CONC 2 | -|* 5 DN 0.89" IN MON CASE, N24°W, 5 | ee) ~\ 7,400 SF 2 = 7,574 SF 11.4’ FROM A SIMILAR MONUMENT 1s | 90.02 — 7550 739 (MARCH 1994) vd \ g 170.02’ When 120.03" 25.00’ 25.00’ ~ f 95.01 — : 1 33.02 “po sf 80.01' N89°00'56°w 2 tc SOUTH LINE NORTH 5 ACRES Pray ; y/ NORTH HALF SOUTHEAST QUARTER El FND 1/2" REBAR w/CAP TEMPORARY TURNAROUND AND “ate HANSEN-LS 21464 CONSTRUCTION EASEMENT LEGEND yee APPROVALS REC. NO. 19990826000429 FOUND CASED MONUMENT AS NOTED CITY OF RENTON APPROVALS CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS /Q DAY OF <2 “ evra WwW » 2000. — ADMINISTRATOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS //™* DAY OF Juty _ , 2000. Lane DeukinS wezz Mable KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER £20 Ifo - 00 fe- oese- eel? _00T% - eofe~ 0090 - of40- es/4 -esde ~.01Se@ DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNERS OF THE LAND HEREIN DESCRIBED OO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WTH THE DESIRES OF THE OWNERS IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. SPECIALIZED HOMES, LLC BY: NEIM - BY: _: _.. DEEHAN WYMAN — MEMBER TALBOT RIDGE HOMEOWNERS ASSOCIATION _— FOUND EXISTING CORNER AS NOTED CASED MONUMENT PUBLIC STORM DRAINAGE EASEMENT CREATED BY PLAT PUBLIC SANITARY SEWER EASEMENT CREATED BY PLAT PRIVATE WATERLINE EASEMENT CREATED BY PLAT f PRIVATE DRIVEWAY AND UTILITY STREET ADORESS, TYP EXPIRES: 02- OLL ORIGINAL LOT LINE RLL REVISED LOT LINE NOTES 1. INSTRUMENTATION FOR THIS SURVEY WAS A ONE MINUTE THEODOLITE AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 352-130-090. 2. CORNERS SET- 24°x 5/8” REBAR w/CAP “TRIAD 18102” 05-02 Vuae 2/2000 3. SET LEAD AND TACKS IN CONCRETE CURB AT SIDE LOT LINE EXTENSIONS ON SMITHERS AVENUE SOUTH. FND 3° BRASS CAP SET IN MON CASE (MARCH 1994) 3 6 26 7 6 . 1 0 MO 1 1 3 ' 3 6 " E 1317.13" FOUND CITY OF RENTON HORIZONTAL CONTROL POINT #1872, 1/8” COPPER PIN IN CONC. ON 1.0° IN MON CASE (MARCH 1994) - CONTROL DETAR FND 4°x4" CONC (N.T.S.) MON w/COPPER PLUG (MAR94) KI N G CO U N T Y , WA S H I N G T O N SU R V E Y O R ’ S CE R T I F I C A T E Th i s mo p co r r e c t l y re p r e s e n t s a su r v e y ma d e by me or un d e r my di r e c t i o n in co n f o r m a n c e wi t h th e re q u i r e m e n t s of LO T LI N E AD J U S T M E N T RE C O R D I N G CE R T I F I C A T E Fi e d fo r re c o r d th i s _ ! \ ao e 4 : 5 i = 4 # e i 4 e “M . , in bo o k da y Se . at -( 4 2 5 ) 62 1 - 3 4 8 1 FA X we r e . TR I A D A S S O C . C O M (4 2 5 ) 82 1 - 8 4 4 8 th e SU R V E Y RE C O R D I N G AC T et th e re q u e s t of at th e re q u e s t of wr y 7! é 20 0 0 SU R V E Y S at po g e _ _ s 2 - H TR I A D AS S O C I A T E S , #N C . SP E C I A L I Z E D HO M E S , LL C . G Da t e _ * X / X x / 9 x 60 0 FI R S T AV E N U E , SU I T E 51 0 SE A T T L E , WA S H I N G T O N 98 1 0 4 SP E C I A L I Z E D HO M E S , LL C . OI M S I O N OF RE C O R D S (w + - $ Zi . | Su p t . of Re c o r d s Ch e c k e d . LL A - CO - O l l SE C DK , TH I N RE SE Ue 4 . : ; g g Here cl sai g i r 7 Pd 2 4 \ pe oP oP a =P a ee ae ce ae an O@® 73.54 woe ry ae tu & b a mn ° ae 5 a 3 i se | | me § S| aes as ° | te ze] gal x 3 | ! mae 2 —Nne1'00"W. TRACT A 3 wae oT £ - § '. 5 NES aol < 8 yi o F i S ® ~2 — a 3) ond =al rf = eo) a O id = ood < O Lu A. a) SU R V E Y O R ' ’ S CE R T I F I C A T E Ta l s ma p co r r e c t l y re p r e s e n t s « su r v e y me d e hy me or —M . , in bo s k _ _ _ _ _ _ s f 9j un d e r my @i r e c t i e n in co n f o r m a n c e wi t h th e re q u i r e m e n t s of ot th e re q u e s t of 3 we SU R V E Y RE C O R D I N G AC T ot th e re q u e s t of KING COUNTY DEPARTMENT OF ASSESSMENTS , dash oY: NOTES EXAMINED AND APPROVED THIS _//_ DAY OF » 2000, a8 cman 1, INSTRUMENTATION FOR THIS SURVEY WAS A ONE MINUTE THEQOOUTE CITY OF RENTON i ue AUG 0 7 2000 RECEIVED CITY CLERK'S OFFICE @ e ny APPROVALS KNOW ALL MEN BY bem Bee aye y WaT ye @ CASED MONUMENT UNDERSIGNED OWNERS LAND HEREIN DESCRIBED PUBUC STORM DRAINAGE CASEMENT —) CITY OF RENTON APPROVALS 00 HEREBY mae A SAMRARY LAE, ARMS REDT THEREOF : © CREATED BY PLAT Ss CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT yg THE GRAPHIC ee oe THE ae ae 0) u SANTARY SEMER CASEMENT SOS: AND APPROVED THIS _/ DAY OF » 2000. THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT ANO 7 — IN ACCORDANCE WITH THE DESIRES OF THE OWNERS IN wTwEsS §=©6=—|«G) | RIVA, Wee Case 6) WHEREOF WE HAVE SET OUR HANDS AND SEALS. =a 0) PRIVATE ORIVEWAY AND UTUTY SPEGALIZED uc e = V 4720) «STREET ADORESS, TYP S ey: OLL ORIGINAL LOT LUNE = 7 ALL REVSED LOT UNE S S WN CI T Y OF RE N T O N LL M PA G E 00 1 OF 00 1 07 / 1 1 / 2 0 0 0 15 : 1 1 KI N G CO U N T Y , WA Sesct yw oble pf ee ee ANO ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THiS WG QOUMTY ASSESSOR DEPUTY KING COUNTY ASSESSOR LES CS EAS RNG, MEETING GR GHREDNS CUNDAERS SET ee Za of Om ae 2. CORNERS SET- 24°x 5/8” REBAR w/CAP “WHAD 18102” 3. SET LEAD AND TACKS IN CONCRETE CURB AT SIDE LOT LUNE EXTENGIONS ON SMITHERS AVENUE SOUTH. wccount mammen 25750 - oo < 0076 - a0fo - GoGo - of/od~-a//0 - ofat-a75¢ LL A - 0 C 0 - O l o | Eo s Ba CD : JO B NO ; ST A : PA P E R SP A C E ; PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : LU A - 9 7 - 0 8 7 DA T E : FI E L D B O O K : PA G E DR A W I N G NO : TA L B O T RI D G E HIGH POINT E LEV = 364.72 ly = a © Ly ; S ly © Qa HIGH POINT STA = 0432.14 > | iS PV! STA| = 0450 = e& S PV ELEV = 365.15 <x & 50.00" VC i & ss 8 = _ a Se L BRIM RIN g a 00 N Pe) = Sl Sz +\<¥ ~ N Re La © IS RIN O18 2 px Lu SS S a a is z inlin N = Le) 370 meee " a = S - > 7 =— Fon ea) a5 77> +88 ° | “8 3 SF I 1H os al ~ x Gla 2 <3 c ol fr, as ys sg $ SIS 3 _ LOW POINT ELEV = 350.00 OQ Z, y 2 Ps pn tg . aes SI LOW POINT STA = 2+01.25 =< QJ ‘@) Ze my Il a S . 2) © x a &|9 PV STA = 1476.25 = = = 90 < = S Fu 23 lige ") ae PV ELEV © 350.00 Q _ 5 = — be . 50.00) VC fia Sui : a8 x} 5 EY 5a KIS Le) x 7 lana a - ox yy e) a CO eg S (| 2 a ~ 8 Ww e 35 360 ae of : 360 ~ u Me 2 a > SN ais as SIE 7 > eg rays am 3/3 S uu La sgal so 1% =< a|™ Q AT Q ad 4 RIG oe eer x me ‘ Ss s gs g £ H lee H > a}& ” M See uj <= zs CB 4. TYPE -84"9 hI z 2 W, THUR CURB INLET S S15 rT m3 38 OP 365-74 363.71 i Ss fe) ~ 77) $BHE 359-96 i 7 ~ ry) 12” IE 359.96 (N 0.00% ~ 350 ~~ EB OM ot — i 350 12” IE 360.01 Sy aS" =H _ e __ _ Q np 12” IE 360.01 (E) ‘a = ~~ aT lu S 348149/ ~Lo ~ g = : = N ase | CT " MWS EL. 347.20. °° | T q) e 83 . N12" IE. 346-93 r : S S58 UF Nair esa | | Elett 9 9 . s a2 CALE: 1”= 20° HORIZ. cB 2 S wi | 50! net iE ee: <u 3 #9 3 349,85 “TOP 350-5 = = = 2 3 was T= fe) VERT. 547.53 8" IE 347-45 _ _ B88 340 546.88 12” IE 34764 we 340 \@) E 88s 8-8” @ hk a 2 we ‘@) > N > a eee | NL eee At a or 33641 | 26'=12" 9 seen dy | E<EKKKKKKKKKK1 ACCESS ROAD TO t z || |ceorra Be - ee ( 21% a oe oa CROTON SOF ANCE TEE TOP OF DEAD STORAGE EL-336-40- 336.39 333.91 ——_2 _ ' - 8" IE F556O- oo 26'-8" © 250% RONALD E, GUEST 4 g 24 - [--——_ 4 DESIGNED: y, Reeves, Pc. 5 ee ee eres — CADD: ap 2’ ' a C7 m8 || | | : CHECKED: pr a ] DATE: < a. 2/18/00 TYPE |l-48" ' ACCESS ROAD TO VAULT | |_ OB_|_TPe 1-4 = 4'x4 (MATCH EXISTING) fay W/ SOLID, LOCKING LID 335.59 12” IE 335-70 (IN FROM VAULT) " 352.58 8” IE 332-98 (IN FROM VAULT) > 332.56 12” |E 332-90-(OUT— ~ 9 ~ of os 9 “o ‘N N = : oh los s S = a5 9 s s 8 sy Ky a) Ps Se) a) Ny yy Ny 0+00 14+00 z= 9 EXPIRES: 4/26/01 ] a BENCHMARK AND DATUM 22/00 DATUM: NAVD 1988 CITY OF RENTON STAMP NOT VALID BENCHMARK: UNLESS SIGNED AND DATED ORIGINAL BENCHMARK: RR. SPIKE 3.6’ UP EAST SIDE POWER POLE 6 ae #316159, WEST SIDE OF TALBOT ROAD, STATION JOB NUMBER SET BENCHMARK: me 4" a cone won W/TA Ci | 9 f- Oo 06 AT 1/4 SEC. COR. ELEV. = rage ee SHEET NUMBER wh © cp 10* 28 J So ssszonre| AISI 7[O1S|7 Ar ©1998 TRIAD ASSOCIATES TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE = Kirkland, WA 98034-6923 = S 2 a5 = LLA-00-Olo| 7O O 6 R P 2 7O O 0 6 P R 1 4/ 1 0 / 9 8 40 0 9 0 0 2 98 6 / 0 1 / ¥ 1S 8 9 0 0 2 1S S 9 0 0 2 NO L O N I H S VM NO . L I N 3 Y AO AL I D Fax 425.021.3461 www.triadassoc.com neering Id a LO g i v t Site Design 11614 115th Ave, NE Kirkland, WA 98054-6923 Tel 425.621.6448 ] Engi ivi Land Surveying Land Use Planning Landscape Architecture C Vv. TRIAD ASSOCIATES 2/6/00 97-006 ~~ 20028 LIWIAIS! JIS 7 UNLESS SIGNED AND DATED NV 1 d Ga L o n e u l s S N o o — S v | 00 / e i / z SI N I N N O D AL D Yd GI S U Z I A R E / L U ZI UV NV A SL N F W N O D AL D Ud TF S U F 8 0e / 14 Wr | 99 d SI N I N N O D AL O wd GI S U F A | 86 / 9 / Z NV 1d Y¥ 4 A M A S AY V I L I N V S X) | Ad NO I S I A T H | @L V | “O N EXPIRES Toll Free 600.499.0756 < = 2 [=} LL RONALD E. GUEST JOB NUMBER é ‘A € ce ©1998 TRIAD kaso 1.50’ SEPARATION. BETWEEN PIPES ponett Ge AT, © > —— M A T C H L I N E ST A : 1 2 + 5 0 (Y A W I V T I D S I G YO A | LI F H S AA S ) GA L I N U L S N O I - S V 3 z / 4 % 2 ae , 1 Sh e s ci & WT Te e Ni n N ; i % § + ._ 4 Nh : : B “i , . eS 1 Sk S , | a ' ae : t ~ . : ; os wi e K 7 ea e an e am ma n n e © RK n ie oo ; i “i r a ce \ HI S RI S . we _ 1 wh a & = . & MR P nn be n e a a © %S \ iy ‘. Ae x \ NI Wy ) t wy ry ) i = a a 7 dk \ N ta ra \ : S N ¥ ee Q = S 9 Q= 2 | ~~ ~ . { . ge 9 cs 4 x 4 mH a <= eg s S Ww ) Q ” = a a= . 5 aS wv id k Si z 5 OS , a an fe ae \ a 8 ly wa ) & ) x && SP SO S AG oz \ = sy So a ly « ii Se ae Be e . NS os e SO Ay JM E ) 4 y S a SS is ) g S . “ a : a ~ gs te a / ag . 8 ZN = SS . Sy on J : ") > *s Q 8 2y g > ® Ss f Mo 2a LS S + a ee d +S é mS a a My a X es S8 0 09 AW Mn y © ¢ ‘i Sp e e n SO A at ca g e S 4 VY * 3 4 = fe © | & os e & 2 8 NG ae 5 Me ¢ : Ne NE N as > PAD EL PC SD IE 3565. 8 SS IE 553. wiser os NAVO 1988 CITY OF RENTON 2 ¢ é wa car cose OE aon vee ares Oe ANCE cpeatts HEA EE ORIGINAL BENCHMARK: ‘BENCHMARK AND DATUM “g e S ad = S S . 3 = : . = i ' ‘ » : S S j = Oe SS : < S a a Q § 8 : N \ = : — NG : : 4 N § (X p ) w x. . - a : \ \ ‘ , ‘ m) 1S Si s . — : , i ; : \ e I = g “ : SS C - ‘ 3 ‘ 3 : , iI K R ™ Sa ar a BS S IN EE ns al Ro b as , <j ] | ee \ ‘ du s —_ ' xi Na l mo o ~~ \ fe n Nh a} Se al e e . wi z . NS BS 2 Bl d Sa ne i di e s — 2) t2 = Na 5 SS aN = sw e wn as sa a n an co s e an s MA N Se “a t Na ee e W& ) IA ey SI N S, ~ © — iy Ny iy a 75 ) + Se . + ‘ ‘J vi ly e So y m ll PO se e a a, : YO Oe en t r a & <x ao S ws ~ 5 SQ ~ N eo . SW B oe or ee ne e ae ae WA S SA A ao e g “o k oo A Re e sa y ~~ wT Q P- 4 en el aD oe gl ee x ae » \ bo o s xs Ri e ht , ‘ Xa n an n e Qa ly ry te i 5 a) oe Q: \ 7 — nr ae s Py ce = §| - SA A S SR N So at An D a. 2 se a t oo We , © ~ | ~ — oo t PAD EL. 353.0 ae NA N G 4 Ma s TE AS SHOWN ao s a oe ne SE Y UTILITY EASE! CONNECTION /t., ON SH 20 oo 345.01". 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So w jo s e 90 8 AA H D © SO sa a & Se e , we NY NY ~J ~~ PA N N so n . 4 RS ae Ow e , 0 we OO D AE E SW S SA Y SE E IN N Zo Wr Se e e = N ea d , = > * Hm on g N So y A Nw WG wh \ 8 Y >~ 2 5 os c d 8 a a = Ss ao d EN a 3 Ye , OY Ai n e an n e Ga n e WW E 00 A AN | Ss Yr , Sa e n r e >< } GE 09 0, ~ ly Ae n , AY FO 8 08 og Rg ro y aa n =A ) an c y NO Y NO ne ci g AN Y se r r a AN E SN HE oy a) er ay we e S9 8 208 OO . YO U3 5 H 8 JO J B I S I U I W P Y “F g Ue W w J e W w W I Z BB e J 5 ‘y d e q SH J O M TG N g / B u l p j i n g /B u l u u e | d ‘O N ON A V U O sa t u r a NO L N A Y r - 39 d l u LO @ I V L HO AL T O S /8 0 - Z 6 - V N 1 ‘d o ‘O N ao r VL S B0 v d S Ya d v d a1 I V O S 10 1 d ‘a i v d LO l d ‘S a u x ‘S W V N 3 Td LLA-00-Oto\ CIATES PA G E : DR A W I N G NO : SH E E T : LU A - 9 7 - 0 8 7 CD : JO B NO : ST A : PA P E R SP A C E : / TRIAD ASSOCIATES x ae ws Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kirkland, WA 98034-6023 Tel 425.621.8448 Fax 425.621.3481 Toll Free 600.496.0756 ‘www.triadassoc.com ” app even een ee OE” vans tren pen tee ee 7 wen eres tote VEL EO . en vette, A gen 7 on a cme ome commas LA A ia a ra 18 \ f WA S H I N G T O N TA L B O T RI D G E z ge a & oe PAD EL 373.0 ‘s 4 x e r , % f se ——T 4 T he eure tae 4 ¢ fate DEAD | sell ai Te ood Ed MIN FF 370.8 ‘, eo / AO A a Or a a TN a nS Or ae aoe se ed 4 4 4, al 8 a 4 % ; pan eget = ; Oo re } ; Va ’ = 7 ae mim / ; f f f Z all F “ a ae f A 4 é - f we 9S f é f i é é we q g $ rs G a = ; J y / eo CAP END j f Zé Z f ae 4 CAP END, é g wane 21°-8” PVC S=0.005 % Yn, SSMH_12 f.17435.00, 4.00" LT 21'-8" PVC S=0.005 ,/ / _ SSMH_10 PL O T SC A L E : PL O T DA T E : SSMH,‘11 f f 50° R/W TO CITY cee ones dover _ re od # OF RENTON cae 8 tm ey snes, nunrnte we wen . ([13+25:00, 400° TT ; 14+50.00, 4.00" LT, F / lo tore an ne _ _ j . yea ? 7 o / p05 te z Cie > aceaitiben: bb é id wa > rae 9 c <r r *e “ % * oe, on “le fg gisdy Mee gen’ t “. ae rs ” ye . ase °° we . a fi och ee Ws A é SA N I T A R Y SE W E R PL A N TA L B O T RI D G E 29’—8" PVC S=0.005 cITY OF RENTON . KING COUNTY 29’-8" PVG S=0.005 CITY OF RENTON A 3 ; KING COUNTY f +8 1 CI T Y OF RE N T O N , g g x § Ss . N N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r my nd CI T Y OF nl RE N T O N XR E F ; FI L E N A M E : — , | oe a ues 31 / f / penn | CAP END ; SET BENCHMARK / é rd ; og ALEV. = 378.58 —— GP ee / Z an 12" SD IE 383.52 3 i : F. 12” SD IE 374.24 f / ane 8” SS IE 377.16 = a j 8” SS IE-370.58 / / pn 5.7" SEPARATION BS 33s ec ie Pf | 3.0° SEPARATION Z / ee BETWEEN PIPES < = ; oF } BETWEEN PIPES ee = m 8223 Hp | | ® eo 1! ’ ; ian) ra - } i e é S 5 PAD EL 572.0 | --T PAPEL 375.0] ey EER _ MIN FF 366.2 |" MIN FF 369.8 i" ; > goon 0 7 ; be > > 8 . 5 nee i ; _ aS a S| aff J) 5 EEE |] gis ; i La 3 BB ay an eee Pete genset me ; 4 & g 3 j ric 8 . NS bu Z H YY) ANS Sa # 818 uy | E<KKKKKKKKKKKK1 ee “ a es | one" ye SI =) wen 4 = i MZ) RONALD E. GUEST a 2 we a watt " 4 z |g Wa > i Q [| DESIGNED: w. reeves, Pe. & 8 “ - ' tu CADD: 6p oc / | ae (> | CHECKED: wo a f a. / S ~ DATE: 2/18/00 / ne / ; ho | SCALE: HORIZ.: 7”=20" _ f % 4 Wtayy j oo H VERT. . N/A . / 7 ; / SCALE: 1” = 20 =i. 7 i et WIRE FENCE / oT f 4 = 4 é > f _ [PAD EL 379.0 y, / 9 10 20 40 O j JAN FF S787 ( é ee ; f ; é ~ a WY) ie f f a fo q cd i Jf / : / a é j / == a = f j L / i f j ; =z e / j o j f | _ EXPIRES: 4/26/01 | ; \ ] s' . / / BENCHMARK AND DATUM 22/00 ok s ; / DATUM: NAVD 1988 CITY OF RENTON STAMP NOT VALID i 7 of ; NOTE: BENCHMARK: UNLESS SIGNED AND DATED j = / ; ; ; » | J sls / i MIN FF ELVATIONS WHERE COMPUTED BY CALCULATING THE INVERT OF THE 8” GRIGHAL BENCHMARK: RR. SPIKE 26° UP EAST SIDE POWER POLE oS / f / MAIN AT THE LOCATION OF THE 6” SIDE SEWER. ADDING 1” TO TRANSITION 1085, LEV. = 15380" NY STATON | cow JOB NUMBER 97 / - y ; FROM 8” TO 6” PIPE. COMPUTING THE INVERT AT THE END OF THE SIDE oh es -O06 / ea SEWER SHOWN ON THE PLANS ASSUMING 2.00% SLOPE. MEASURING A STRAIGHT SET BENCHMARK: TOP OF 4° X 4" CONC. MON W/TACK IN LEAD ype LINE DISTANCE TO THE FURTHEST POINT ON THE LOT, CALCULATING THE INVERT AT 1/4 SEC. COR. ELEV. = 378.58" \AP\ "SHEET NUMBER v2 USING THE MEASURED DISTANCE AT 2.00% SLOPE AND THEN ADDING 3.0’ oeo™ | 28 9 | IUIAIS!| JOS) 7 ©1998 TRIAD ASSOCIATES LLA- 00-0 2/ 1 8 / 0 0 70 0 6 0 0 1 70 0 6 S S 2 70 0 6 B S 1 LU A - 9 7 - 0 8 7 Z Lu 8 O ‘a or ke O m —_ x 2 EE PA P E R SP A C E : TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kirkland, WA 98094-6923 Tel 425.621.8448 Fax 425.621.3481 Toll Free 800.408.0756 www.triadassoc.com WA S H I N G T O N EX. SWALE iN VV Crttryy Be PL O T SC A L E : PL O T DA T E : STREAM CORRIDOR = SA N I T A R Y SE W E R PL A N TA L B O T RI D G E CAP END 4 23'-8" PVC S=0.005 _SSMH 13 ([O+85-D6-ZOOTF 2045.52, 206°LT ae - won wz waceaan Ee acca “CAP END i 8 4 214+16.00, 2.00 tT f * ss IE: 3a. a “SSMH_ 12A ce x 49° ARCH CULVERT IE T76. 93 18° SEFARATION BETHEEN PIPES ¥ 19+25.00, 2.00" LT CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r one 50’ R/W_TO CITY OF RENTON nai CI T Y OF RE N T O N , 18 4 0 0 MA T C H L I N E ST A AS - C O N S T R U C T E D (S E E SH E E T 1 FO R DI S C L A I M E R ) | XR E F : FI L E N A M E : i. — a ; CITY OF RENTON h op — KING COUNTY 7 a s ki 2 ic aa \ yy, SS a i: KING om . - a S FB 5 33 PROPOSED WATER MAIN (TYP) g ee. i ork a Nye ee ‘ . 8" SS TE 382.12 Y > i & : BE ~ | 2/8 , 4 | | 1.0" SEPARATION Qe EX 4’ QHAIN LINK FENCE Sag a) gla Be aa es , YON, . | 4) BETWEEN PIPES A\\ a B re : sine SS Ch, A 2 é 2 ae 3 tts a a. LS } 4 Bee Z B N <> Ys, % “ee Oe" in 6 a aL ams $3 \ 4 . ‘ Ex4" PVC CUL V —onmert ° / RONALD E GUEST, : : } i” ‘ DESIGNED: y peeves, PE. ; CADD: BMD : CHECKED: p¢ e DATE: =. 28/00 WW = < (a) > faa) 4 3 | EXPIRES: 4/26/01 | > ; BENCHMARK AND DATUM 2NE/00 DATUM: NAVD 1988 CITY OF RENTON STAMP NOT VALID BENCHMARK: UNLESS SIGNED AND DATED ORIGINAL BENCHMARK: R.R. SPIKE 3.6’ UP EAST SIDE POWER POLE agin? fn #316159, WEST SIDE OF TALBOT ROAD, STATION x Otow 106+85. ELEV. = 153,80" oeiee™ JOB NUMBER ALO en 97-006 SET BENCHMARK: Tor vA 4” X 4” CONC. MON W/TACK IN LEAS © X ae SEC. COR. ELEV. = 378,58’ wh .¢]| SHEET NUMBER mes 22028 AA fe) 9 L JLUJAIS) ZIONS} 7 ©1998 TRIAD ASSOCIATES LLA-G0-Ob) 70 0 6 S S 3 7 0 0 6 B S 1 4/ 1 0 / 9 8 70 0 6 0 1