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Home My WebLink AboutzS-2776Set00 p r ILI I a rn I ff � w O 0 rr O m J Q 2 F Y O � x O o 9 - E W a' �— a C a +--1 N mE a `m � NEE � N m 5 a w a t7 D cr CL a w z 0 w r 00 C I D r- __j W F- 0 m _j _1 Ul-I 16 (3-11 17 lB e__� PAD EL 365 IQU P 3720 PAD EL 3710 AIM Aftlom TRIAD p-j-d L ciql L.m S..yg 1-d U. Ph.69 Ludww Ad.Wt- sit. Deeds 11814 LIM be. NE nffl" U nUl-M Td 49AUX" ft, 125AZIAN TA Fm GOL41LUM wwmbd e.eea X ROMOILD r- GLEST O DIEGNEk AL amm P.E 4 c� CARD: me CHL"M: _ 21 jw DATE: 4110198 uj TV MIN Fi 3649 L4_1 0F 366.2 ii/w IF 37a a CAP FJVD cc CAP MD 21' -8' PVC S-0 21'-r S=0.005 SSW 10 50, TO CITY ------------- �SSAIH 12 W co � ri c_W;l E- gg 777f, 11TIsm- K P L4 Zk� b E_ fflu \-29t--81 PVC 5=0.005 .7 71 CITYlor ------------ . ... .. ... ...... . cc �Eofim —5 378.58 CAP END 12' SO IE 3�4.24 a ss IE 370. RARA77 PIPES) ao, SP BETNXEN FXZ —EL37-2--Ol MIN FF 366.2 M/N FF 369.8 0 C4 iS fL 0- Lu FPEX!f WRE FENCE MIM —A 5 E L ;3;7— .0 PAD EL 379.0 1 FF 37&7 F F 9 7 �_ I L � 7 z 0 > w :APPROVED APPROVED BYe4p,,.�DAT=y? a N07E.* MIN FF EL VA 7701VS WERE cawPU7ED BY CUCULA 77NG THE INVERT OF THE 8* MAW AT THE; LOCA770AF OF THE 6' SIDE SENN. ADDING 1' 70 7RANW710N- FRbM 8' 70 6" 111:11FE 10 Ill: I 1 1, li s '!A THE SIFT SEWER WOW ON 1 1! 1:1 !1! 1; F- AFEAS(#?kNG A SAAMT- LINE DISTANCE 70 THE FURMEST'POINT' 7WlbVgC4LCULA PNG 7W- -INVERT USING THE MEASURiD DISTANCE AT 2.64 SLOPr AND 7HEIV ADDING 3,10'. wwp - z BENCHMARK AND DATUM A47U&' NAW 1988 CITY OF RENTON OW"A• OlUGINAL BENCHMARK. P.R. -WE 16' LAP EAST SIDE POMW POLE I316159. NEST SIDE' OF TALBOT ROAD. STA 7RW 106+85. ELEV. - 153.80' SET BENCHMARK. TOP OF 4- X 4- CONC. MON WITACK IN LEAD AT 114 SEC, CM ELEV. - 37&59' 01998 TRIAD ASSOCIATE SCANNED )CT -7 gF! ME - Wn TN �y FEW J ROMOILD r- GLEST DIEGNEk AL amm P.E 4 c� CARD: me CHL"M: _ 21 jw DATE: 4110198 3501-51 P. c RE oN. g WA& gm J! H_ EXPIRES: 4/26/ tp% STW NOT VAM M%—_ R-M MAND ' DAUD o. K JOB NUM 97 oo6 . .... . .... zt N - -29' -6- PVC sma TY ow a or X_ — _ X \—CAP KWG COUNTY 12 SO IE -W.52 END 55 It 31175 5L7' SEPARA770N BET110EN PIPES :APPROVED APPROVED BYe4p,,.�DAT=y? a N07E.* MIN FF EL VA 7701VS WERE cawPU7ED BY CUCULA 77NG THE INVERT OF THE 8* MAW AT THE; LOCA770AF OF THE 6' SIDE SENN. ADDING 1' 70 7RANW710N- FRbM 8' 70 6" 111:11FE 10 Ill: I 1 1, li s '!A THE SIFT SEWER WOW ON 1 1! 1:1 !1! 1; F- AFEAS(#?kNG A SAAMT- LINE DISTANCE 70 THE FURMEST'POINT' 7WlbVgC4LCULA PNG 7W- -INVERT USING THE MEASURiD DISTANCE AT 2.64 SLOPr AND 7HEIV ADDING 3,10'. wwp - z BENCHMARK AND DATUM A47U&' NAW 1988 CITY OF RENTON OW"A• OlUGINAL BENCHMARK. P.R. -WE 16' LAP EAST SIDE POMW POLE I316159. NEST SIDE' OF TALBOT ROAD. STA 7RW 106+85. ELEV. - 153.80' SET BENCHMARK. TOP OF 4- X 4- CONC. MON WITACK IN LEAD AT 114 SEC, CM ELEV. - 37&59' 01998 TRIAD ASSOCIATE SCANNED )CT 'm mm 21oF28 7779703i ROMOILD r- GLEST DIEGNEk AL amm P.E 4 c� CARD: me CHL"M: jw DATE: 4110198 SCALE: HOW.: 1-20' VW.: NIA RE oN. g WA& Q_ 20401 1— ONAL. EXPIRES: 4/26/ tp% STW NOT VAM M%—_ R-M MAND ' DAUD JOB NUM 97 oo6 'm mm 21oF28 7779703i r` a A c® 00 o w: TRIAD TES ff Q po J Lod sm,e7m8 Lod U. PLmmg Lodeeepe kebA ctm site Dewp 11814 11616 Am NL ErkkA Y4 8M74 -M Tol 415 —LUM he 49SAMU11 Tab 7m SOAR= • k1sbvmea¢ LU Q r F 0 LO uj dqQ m 4 3 EX. SWALE � \ p p 57RF,AM CORRIDOR \ I Q O D 3¢ el,i y O oW 1 �B ~ � W an' a ! t Pvc S -0.005 W �m v a <` r 47 kt ®E •\ ? x 49 ARCH:CULYERT lE 37p.93. - ~.. ` - 1.B' SEPARAROY; BEINEEN P/PES z Zff , -D4 4 LT m. OF R - 1 f- _ _ f CAP END C ni • . 211600 4.00 LT o ` I. /.. N i3•f h:� 7 �. sr` '. , 4 r a C7 w _ r- _ � - 7 �,,� �.- .�'•s�.� r3 t TZ 4� � �.� - A7 • ��L._�. _� �__ - s i� r�7 _"'°t : F: i i.- ; i # ,. I 20+7RQ6'S 4 PL - , ss,. `tom a 1 _- f 1 t s Y -cv k� { j t q ! 01�3D fO7Nd`A SE MY i' tlS7 i OF P"MM . k' y' ary OF RENTOW -. cx3 -15� 7.. 1:, x. - — —1t — K6JO cOiMitr - 1 'w couaP' KINO COUNTY i _ 12 SD IE 79 _ PROPOSED WATER MAIN TIP .1�2' SOME 36456- \ oi� BTNEEN' PPES % / 1a; �® - EX 4' AlN LINK FENCE. Q C 1.0 O T _ _ D '..� X ,E'- 1- Sa�T.P � � � H SCALE: 1" = 20' •�; EX 4" PVC CULV ! Fy I .. .... \ "cam e 0 90 20 40 _ 1 E` DMGNSII: , AMM A& CADD: aw a CUM M: 0. ,OF DATL' 4110198 w SCAuk HORIZ.: 1 aY0' N/A yy 4f ° m *76013 A RE fG of WAgyr t. p F 1 � � n V 1� 8A{%lSTER�G�� ~ 9S /ONAL O a EXPIRES: 4 /26/�D�p W BENCHMARK AND DATt/M DA7UM:NAw' taw pTY a-RumN STAMP NOT V= sugw RK.• DNLw SICK® AID) DATHD • - OMOINAL SMaIMARK•. R.R. SPIKE 16' UP EIST MOE POKER PULE 1316159, NEST S/DE OF TALBOT ROAD, STATION JOB NWHIBS :: _ - - 106 +85 ELEM. - 15180' 277_'..' 3 ;. APPR 7- I�EE3 SET BENpaMARK.• TOP OF 4- X 4. OLWC MON W1 ACK IN LEAD AT 114 SM COR. ELEV.. - J7d58' MW NOt®SS I 22oF28 E BY P " j DATE 15-10-9Q BY ATc i MM" 77�� x,�.. ... 01998 TRIAD ASSOCIATES L �•-� J O 8 7 CO, /P— 7776 0_? SCANNED )CT . `n o .243 L L 1 . I I 8 310 rz � 00 = 0 I J 300 iTi ............................... ............................... .............................� .._ ......._._........_. / INSTALL BOTH EVERY 50 I .......... _ ....... ............ ... /... ... / / APPROVED ¢ 7E PIPE. LENGA NTRACTORTO. 1 20' HORI; lm= 5' VERT waya:_�mr.�ww�rQ.rwuacrsu - � 1= IY$ESY�fiAETAFBY(' _;..... .. _ .............................. 330 Acc,a_ rs2ir'z J f5caarPF Eienw. . xA�s� Z CASE IT IS NEIDED. —__ _____. ._._. .... ............ .......... .... ....._.. - ................................... . ...... -. W --.. ........... .._._..._................... ..._I ............. ............._..._.- O E► ARE.HaWENTAL LENGTHS ci :SERMINE EXACT LENGTHS 33 gg 2*776 04 ItQUAL 4u 3 a a WNE EXACT x o B >�> _ - __ - - - -_- 50' O.C. 2 PIECE CUP $ r" CONNECTING BAND (SMOOTH 1Y d O TYPE) SETH NEOPRINE GASICET BOLT PRE - DRILLED ANGLE °n IRON TO TWO -PIECE CUP — _II CONNECTING BAND —� I z > 1 I I I I�I N y III It RlJyAfp g GlaESr II IC J BACKFlLL ANGLE IRON DI 4GM. M REEVES P.E. 1L HDPE II A U -BOLT —I PIPE CADD: 5' HEAVY -DUTY, T- SHAPED, GAL 4'AN12ED STEEL FENCE cmCw. X, �f—If Lll Posr DA78 4170198 1= I� BOLT U -BOLT TO PRE- DRILLED =1 I 'III: SCALE aoB1Z.: 1' —CID' ANCYE IRON CLAMP SECURELY I —I I1 =1I1= v�'1'.:. NSA Tn HEAVY DUTY r- SHAPED, TRENCH - -III —I I I �I I 1 III FENCE POST 2 f h A. R£ Ptii op WAS LF + (FOR SANITARY SEK£R PIPE) F�� ,ryo L DRISCOPIPE PIPE ANCHOR DETAIL x INSTALL EVERY 50 MIN Q7 I NOT TO SCALE o 20401 Is ONAL EXPIRES: a/26ZO( srAtip xor vArm BENCHMARK AND DATLW MR—M MOM am mm DATUM.• NAw 19M CITY OF RENTON oa ,� 97006 ..e.=.. ,., _ BOVaTAIAfmk /CPPRn \/ w �m ORIGINAL BENCHMARK R.R. SP!/C£ 16' UP EAST SIDE PoaSER POLE t _ /d16159, NEST SIDE OF TALBOT ROM, STA7701V S= NUMM 106 +85 ELE'Y. 15180' c 6r DF 2v BY l�i� SET BEIVCHUARK.• 70P OF 4• X 4• CQVC MQN WfIACK 64 (BAD RR AT 114 SEC CDR. E".. - 37658' Q1998 TRIAD ASSOCIATES QU A') 7 0 8 7 C I� S 1?�6afc SCANNED )CT - l JM 24 :01 I I llJ- ........ _...._......__......_.... ....___ ........................ ir H 290? ... _.. ...... _ ED Q a � __._._._..._..._.___..__....._. .............. _..........___........_....__._.. ...._...._..._.__._............ a280 > ................ ...._._................ ........_.............................. ._......... _ ....... _......__.......__... ............ ..._ ......... ...._.._ __ .. ........ - ........ .._. wZ oN 00 �E oZ 3 z 270' ' EE-4 a pq 1-4 a' c ®E `m d m E mN_._.. / ......... ....._....... /... /... ......................................._.__..__...._.._......._._....._. ---- ..._..... ...... _..__._..._.... ............................... .............. 2601 SPRINGBROOKI : TRACT A / t / 3 0 / W gl / I 0 a // _.. /_..... .._............. .......... ................._..... 250 ................. ................................................ ....... ...._........................ .. LN� S! / -- / 2.0' MIN. COVER / OVER PIPE f: / / / 6 240' _ .. �, ....._ . a. / _...../ / . w... H .._...._ E.CN- C8A0D ON SCOP Nl%+£ COUPLR230 lIJC......_ ....................... .._............................ i OF CONCRETE rj.._ ....._ .. ....... ... ...., I I EX SSMH 71 RIM =,J3E U EX. B" lE 223-69 (STUB IN —E) EX 8" lE 222.98 (OUT —W) REMOVE EXISTING STUB 1 NEW 8' IE 229t (IN —E) p (EXACT INVERT TO BE DETERMINED IN FIELD.) INSTALL fNSDE OROW PER CITY RE IREMENTS � Ir USING C -900 PIPE. ECCENTRIC CON MAY NEED TO BE ROTATED FOR INSIDE DROP I I iTi ............................... ............................... .............................� .._ ......._._........_. / INSTALL BOTH EVERY 50 I .......... _ ....... ............ ... /... ... / / APPROVED ¢ 7E PIPE. LENGA NTRACTORTO. 1 20' HORI; lm= 5' VERT waya:_�mr.�ww�rQ.rwuacrsu - � 1= IY$ESY�fiAETAFBY(' _;..... .. _ .............................. 330 Acc,a_ rs2ir'z J f5caarPF Eienw. . xA�s� Z CASE IT IS NEIDED. —__ _____. ._._. .... ............ .......... .... ....._.. - ................................... . ...... -. W --.. ........... .._._..._................... ..._I ............. ............._..._.- O E► ARE.HaWENTAL LENGTHS ci :SERMINE EXACT LENGTHS 33 gg 2*776 04 ItQUAL 4u 3 a a WNE EXACT x o B >�> _ - __ - - - -_- 50' O.C. 2 PIECE CUP $ r" CONNECTING BAND (SMOOTH 1Y d O TYPE) SETH NEOPRINE GASICET BOLT PRE - DRILLED ANGLE °n IRON TO TWO -PIECE CUP — _II CONNECTING BAND —� I z > 1 I I I I�I N y III It RlJyAfp g GlaESr II IC J BACKFlLL ANGLE IRON DI 4GM. M REEVES P.E. 1L HDPE II A U -BOLT —I PIPE CADD: 5' HEAVY -DUTY, T- SHAPED, GAL 4'AN12ED STEEL FENCE cmCw. X, �f—If Lll Posr DA78 4170198 1= I� BOLT U -BOLT TO PRE- DRILLED =1 I 'III: SCALE aoB1Z.: 1' —CID' ANCYE IRON CLAMP SECURELY I —I I1 =1I1= v�'1'.:. NSA Tn HEAVY DUTY r- SHAPED, TRENCH - -III —I I I �I I 1 III FENCE POST 2 f h A. R£ Ptii op WAS LF + (FOR SANITARY SEK£R PIPE) F�� ,ryo L DRISCOPIPE PIPE ANCHOR DETAIL x INSTALL EVERY 50 MIN Q7 I NOT TO SCALE o 20401 Is ONAL EXPIRES: a/26ZO( srAtip xor vArm BENCHMARK AND DATLW MR—M MOM am mm DATUM.• NAw 19M CITY OF RENTON oa ,� 97006 ..e.=.. ,., _ BOVaTAIAfmk /CPPRn \/ w �m ORIGINAL BENCHMARK R.R. SP!/C£ 16' UP EAST SIDE PoaSER POLE t _ /d16159, NEST SIDE OF TALBOT ROM, STA7701V S= NUMM 106 +85 ELE'Y. 15180' c 6r DF 2v BY l�i� SET BEIVCHUARK.• 70P OF 4• X 4• CQVC MQN WfIACK 64 (BAD RR AT 114 SEC CDR. E".. - 37658' Q1998 TRIAD ASSOCIATES QU A') 7 0 8 7 C I� S 1?�6afc SCANNED )CT - l JM 24 :01 I I �� o � I a I` rn I ff � J � W �_ m J Q Y nQ � wZ °H � O � � E 0 a �iQ U ' W nd :—i a' � � � � � c ®E �� °� m E aN yy � m 7' � m o � � �� . i� �' O o �� N �� k �� O N wwp -s' -1i7� . 3 ' BYP��. 1'E 5 -10-Y9 � : ' �, � Rig Ct�; �'- a�7Su.tP SCAi�BNED)Cj-:� f °a y �� N �' r 1 H N �� ' %gip$ ti %J 'PRI/OL1 ASSOCIATE$ .i Ct�; �'- a�7Su.tP SCAi�BNED)Cj-:� f °a y �� N �' r 1 H N �� ' %gip$ ti %J 'PRI/OL1 ASSOCIATE$ r�o�e r.� ®m: �.9 �� l;aa 9m�efinl lend gee Plenoing ludeupe e�.e:t..a.:,. sits Dee4a 11114 11011 Iw. AO L9rtLY, V 9104/ -NtJ ffi 426.181.1/41 !Yi iirC1.9111 `fa8 Pies 169A1i.0A6 en „Prydreeeee Z �i 2 W I _ � r; (vR 3 O 4 3 � > O o� J r�rww Y, � o W _.. _ _ a __ _ _... 350 j p �O O � p®y W RI S S O _.� _ 350 - -- -- ?��- � �aa .. . _ _..._._.... ..... _... .... . .. y��p5 F a4 � C _.._4 ;. 340 i � �$� ” e'� ? ........ � AQNAIDE 6LEST "" �,� CADp• BW '. �_E � i � ....__ ...._...�__ 4 )0 98 ^� SC1i& NOSiZ.: f X20• Yi361'.�. N/A N a A. R£ P� og wAB� `� �F�. l,IQ f EC x c�'S Qt718TER� �� qq SIONAI E� s�y�' I e�acRx �� oa rum EXPIRES: < /26 /ylO t� DATUAk:,. NA YD 1888 dTY DF RENTdMI �� Nom: VAI�D BENdHMARK• ?!�� !;�-� ,a1'!D- D?'4g9 GW/pNAt BENCHMARK.• RR. SPBfE 36' UP EAST SIDE PO1£R I�LYE /318'159 xesr.�...a� rALBOr ROAV, STanDN foe +85: EGEV. - 15,x80• TDB NO6� �� SET BENd141ARK: TA° C1F 4' X 9' CDNG A/DAI. W/TAClC hY LEAD AT 1/4 SEG CpP. Ei€6! � 378.58 $'ggg°r NO1®B6 �� /� L ®1998 1RIAD ASSOCIATES � U A �� O18 I Ct�; �'- a�7Su.tP SCAi�BNED)Cj-:� f °a y �� N �' r 1 H N �� ' %gip$ ti %J 00 0 I r` rn I � Q J W O m Q z � I o 0 0 oo Y22 N H a E UN a mE o `m o '5 r trio00 E � N y c m I 9 m m EL C7 f� F O O N I I I O N a A® r 7M TRUW. Walla t CK Lnd Serum Iend Bee Pl -bg L¢d—pe kti itmt- Sift Few 118i4 114Th Ate. R WAIW , 1N. 9S0f1 -M Id 4:04ALL84t8 Fa 42LULWI TSB. Fm 888AILM wxtllk4r•eeem 0 Z Xy L 3 o Yj W h z 'cC y � o W p� V G� a `$ z ROVA/B DINGNED: ,, tEDM P.- CARD: 6w DATE: 4/10/98 SCALE: HOHIZ.: 1' -20' vast.: N/A A. Rf �P6 04 wd68,I,FJ, F ,O m Z o 10407 <v IST TFSS ONALR�G\� EXPIRES; 4126/Wb 1 SfW NOT VMM DNM smW AND DATHD mB NDAHH 17-006 sm mnm 25oF 28 F .UA97037 S . I t" m O o� N o m H � y �i I t !�� N y:: V �ii BENCHMARK AND DATUM DAXW.' NAw 19M CITY OF' RENTON BEHUrNAW.' ORIGINAL BENCHMARK.• . R.R. SP/KE• 36' UP EAST SME POKER POLE . .:- APPROVED/ -- :- 00 1316159, NEST SIDE 01 TALBOT ROAD, STA ACV 106 +85 ELEV. - 15780' SET BENCHMARK TOP OF 4• x 4- OLWG LOV w/TACK IN LEAD AT I/4 SEG O0i4 ELEV. - 37858' �14-71 Y �AT�M ®ATa ATE � _ _. . ^� 01998 TRIAD ASSOCIATES 00, 5 - ?7 60 6 SCANNED ?CT - 8 09 - ® F A® r 7M TRUW. Walla t CK Lnd Serum Iend Bee Pl -bg L¢d—pe kti itmt- Sift Few 118i4 114Th Ate. R WAIW , 1N. 9S0f1 -M Id 4:04ALL84t8 Fa 42LULWI TSB. Fm 888AILM wxtllk4r•eeem 0 Z Xy L 3 o Yj W h z 'cC y � o W p� V G� a `$ z ROVA/B DINGNED: ,, tEDM P.- CARD: 6w DATE: 4/10/98 SCALE: HOHIZ.: 1' -20' vast.: N/A A. Rf �P6 04 wd68,I,FJ, F ,O m Z o 10407 <v IST TFSS ONALR�G\� EXPIRES; 4126/Wb 1 SfW NOT VMM DNM smW AND DATHD mB NDAHH 17-006 sm mnm 25oF 28 F .UA97037 S . I t" m O o� N o m H � y �i I t !�� N y:: V �ii 00 A 4 h J LU 0 O m Q m � Is wz ae ®o x E-4 3 << E- z Zw a- mE a� � N m c m c m ® a C7 g O 1 Z 0 w cc ww�- yi- s�7'�t �UFll] 400 390 38o 370 360 A® ®l� ®� _ M TrAm Project lleoo{emmt fSnT Bepoeerml Lod I�rsyio6 Lend Us P..m Ledecepe lrch .4— Sit. Deeo 11914 im Are. 99 MkWA a 99L04.997J W 4ffi821.9t49 ter ULVA I ib►. lees Ma Lm �Jwlddusmam v F �dbl8 N 2It, ss!DNAL 2 O E� Lz V 2 CZe3 � LL 3 0 BENCHMARK AND DATUM cc cc Q W L cc LU o [rl co � 9 y cc c z t� ORHCNAL BENaiMARK.' R.R. SAKE 3.6' UP EAST MDE POHN POLE y � o a W JOB NUMM 1 �wJ DMGM: 4L RE.MM RE APPRGVED7� s V HFJ' me O� N'J F �dbl8 N 2It, ss!DNAL E� V 9 N� A BENCHMARK AND DATUM EXPIRES: 4/26/�YO o l R DAWM' NAW 1988 07Y OF MWTON o [rl � 9 DNM S[GNSD AND': DATED c z y N ORHCNAL BENaiMARK.' R.R. SAKE 3.6' UP EAST MDE POHN POLE J RMALD E (LEST PF JOB NUMM 1 �wJ DMGM: 4L RE.MM RE APPRGVED7� CADD: stn SET BENCHMARK.• 70P OF 4- X 4• GONG MON W17ACK IN LEAD 97-006 CMMD: " DAT& 41101.98 SCAIB: HOBiZ.: 1-20' : AJ /4 AT 114 .SEC COR. ELEY. - 378.58' $HBB'd' Npy®gB 26GF2® B A. R£'F �P6 p4 WARN f HFJ' me O� N'J F �dbl8 N 2It, ss!DNAL E� V N� A BENCHMARK AND DATUM EXPIRES: 4/26/�YO DAWM' NAW 1988 07Y OF MWTON STAMP NOT VAUD BENCHMARK• DNM S[GNSD AND': DATED ORHCNAL BENaiMARK.' R.R. SAKE 3.6' UP EAST MDE POHN POLE /316159, NEST SIDE OF TALBOT ROAD, STAT7ON 106 +85 ELEV. - 15280' JOB NUMM APPRGVED7� A F,1A E !- -_ SET BENCHMARK.• 70P OF 4- X 4• GONG MON W17ACK IN LEAD 97-006 AT 114 .SEC COR. ELEY. - 378.58' $HBB'd' Npy®gB 26GF2® B _ 01998 TRIAD ASSOCIATES U A ,) O CD; z976o7 SCMVNED ?CT -® 499 . v LL # -0 f; I — 1 CD � a rn I� $ Q J � W rr O CD Q m ~ gffi r n m �H 3 E- 3 ►�-I w a a' mE a o 3 E e D7 E m c m e ' m a0 i$ 7 0 O y3� N UE O W wwp- 17 -1'7d REMCHUARK AND DAMN DARN. NAW 19M CTY OF R&VWN BENCHMARK.• ORIG AAL BENCHMARK. R.R. -9;1KE 316' UP EAST SIDE PONER PLYE 17/8159 NET SIDE aF TALBOT RDAD• STA770N 106 +8S a".. - 15,x80' APP }tGE1 APPROVED SET BENCHMARK: TOP CF 4- x 4- CDNC Mav WITACK IN LEAD pa 7 AT 114 SEC. CDR ELEY. - 37&56• By DATE :5 -X6 -99 � BY TE. Co, 3- 172ece SCANNED 1CT -81999 L L #160 # T�li 1 TRIAD ASSOCIATES] i A'WW ®.v TRIAD ASSOCIATES Pmjmt pmt ci.D Bspaeer nA amd &-7.A um Use PW mg Uuds pe kchiledt Site Desip 11414 L1AH Am N4 Omam, TA mutt- -= W 42FLO IM fa 4"La181 TOR ha 400.4SM • tdmirseem 2 2 i V cc11Q. W c '2 ti W 0 V b O Q g O X RaGYD E WEST m- DESIGNED: M• REEyQ P.E CARD: moo CHEM: J, DATE: 4110198 SCAIB: HOST": 1 X20' PERT•: NIA �'WA Ree �P6 p4 B4- � v z �F "�I d o�e9 1 I 41 ONTE G (` ?/ EXPIRES: d/26� 1 SWIP NOT PALHI UNM SIGNED AND DATED JOB NMMU 97-006 SHEET NUIM 7OF ZS UA917087i I F, m Q w H ' H t�3 cl N `� a F7 L m � r a N ti ROLL # 167 FR 2- 3 5 rl- Co rn ,%.. 10 401 I R rf T j� T o NAL A z CAP END —2f'-B" PVC 5=0.005 9 cc 190�-8"Pvc SSMH 12 5O'R/W TO aTY MIN FF ELVARONS WHERE COMPUTED BY CALCULA77NG THE INVERT OF THE 8' 41 15 16 FROM 8' TO 6" PIPE: COMPUTWG WE INVERT AT THE END OF THE WE CL KING COUNTY ---------- LINE DISTANCE 70 7HE FURTHEST POINT ON THE LOT CALCULA17NG 7HE INVERT 0 10 20 40 T SENCHMAR CAP END k. 5 =a02o0 (Typu ELEV J7&51 cr J &7'-qEPARA i H E� 0 In 17 18 11 3 41 x 3 < PAD EL�Wil I MIN FF%V PAD a 37201 FX0 EL 37.10 PMVFF [M!!�EL -J7A5O MIN FIF 366.2 MIN FF 370.8 _091 IN FF 366.2 9.� E C-4 SSWH 10 i m I 15 6 ... -4A ol E- < >-4 z iw E- L4 +S CAP END fI Maoo.5 u- cot ,%.. 10 401 ----------- j� T o NAL A z CAP END —2f'-B" PVC 5=0.005 5E M E 1wcN cc 190�-8"Pvc SSMH 12 5O'R/W TO aTY MIN FF ELVARONS WHERE COMPUTED BY CALCULA77NG THE INVERT OF THE 8' 41 15 u- cot ,%.. 10 401 cc j� T o NAL A z 29' -B' PLC S--O.005 aTrOF RENTON 5E M E 1wcN 29X--e PSE -Ef + T 1 17 190�-8"Pvc --- .. MIN FF ELVARONS WHERE COMPUTED BY CALCULA77NG THE INVERT OF THE 8' RATS: 2118100 15 16 FROM 8' TO 6" PIPE: COMPUTWG WE INVERT AT THE END OF THE WE u- cot ,%.. 10 401 cc j� T o NAL A z 29' -B' PLC S--O.005 aTrOF RENTON 5E M E 1wcN CAN: swD NO 7E, • --- .. MIN FF ELVARONS WHERE COMPUTED BY CALCULA77NG THE INVERT OF THE 8' RATS: 2118100 0 PawC COUNTY FROM 8' TO 6" PIPE: COMPUTWG WE INVERT AT THE END OF THE WE CL KING COUNTY ---------- LINE DISTANCE 70 7HE FURTHEST POINT ON THE LOT CALCULA17NG 7HE INVERT 0 10 20 40 T SENCHMAR CAP END k. 5 =a02o0 (Typu ELEV J7&51 8 SS /E 37Q5B &7'-qEPARA i H E� BETWEEN 11 3 41 x 3 BETY�F,W PAD EL�Wil I MIN FF%V PAD EL [M!!�EL -J7A5O _091 IN FF 366.2 9.� E C-4 El PAD EL 3780 Eoe'!WPE FENCE F F J ol 3677 IN FF 37x 7 u- cot ,%.. 10 401 cc j� T o NAL A z 29' -B' PLC S--O.005 aTrOF RENTON BENCHMARK CAN: swD NO 7E, • --- .. MIN FF ELVARONS WHERE COMPUTED BY CALCULA77NG THE INVERT OF THE 8' RATS: 2118100 u- cot WAS z 401 29'-8- PVC S=0,005 CITY or RENTON j� T o NAL RGX4U) E. GUEST LL 29' -B' PLC S--O.005 aTrOF RENTON BENCHMARK CAN: swD NO 7E, • --- .. MIN FF ELVARONS WHERE COMPUTED BY CALCULA77NG THE INVERT OF THE 8' RATS: 2118100 0 PawC COUNTY FROM 8' TO 6" PIPE: COMPUTWG WE INVERT AT THE END OF THE WE X 7 7 KING COUNTY LINE DISTANCE 70 7HE FURTHEST POINT ON THE LOT CALCULA17NG 7HE INVERT 0 10 20 40 ---------- CAP END CAP ENO, 8 SS /E 37Q5B &7'-qEPARA i H 30' SOARA 770M PIPES BETWEEN 11 3 41 x 3 BETY�F,W u- cot WAS z 401 ui j� T o NAL RGX4U) E. GUEST FEXPRES 4126101 21151aa STIR NOT VALID DMGNRD: AL Raw-% P.E. BENCHMARK CAN: swD NO 7E, • CM=: XF MIN FF ELVARONS WHERE COMPUTED BY CALCULA77NG THE INVERT OF THE 8' RATS: 2118100 MAIN AT 7HE LOCATION OF THE 6' SIDE SEWR. ADOwG 1' To 7RAN-q77ON SCALE: HORIZ.: 1-20' FROM 8' TO 6" PIPE: COMPUTWG WE INVERT AT THE END OF THE WE VW.: NIA SCALE: 1" 20 Z LINE DISTANCE 70 7HE FURTHEST POINT ON THE LOT CALCULA17NG 7HE INVERT 0 10 20 40 " ROLL # 167 F R 2" 3 6 WAS 4ma-274-76ft OA 401 Z 0 co > w j� T o NAL RENCHMNK AND DATUW FEXPRES 4126101 21151aa STIR NOT VALID DATUM. • NAM 1988 C17Y OF RENTON BENCHMARK UN= SIG= M DATED NO 7E, • MIN FF ELVARONS WHERE COMPUTED BY CALCULA77NG THE INVERT OF THE 8' joB?-'w--n 97-006 MAIN AT 7HE LOCATION OF THE 6' SIDE SEWR. ADOwG 1' To 7RAN-q77ON f 89m NU-'_Rft -10F2 , - 2 a FROM 8' TO 6" PIPE: COMPUTWG WE INVERT AT THE END OF THE WE SEWER SHOWN ON THE PLANS ASSUMING 2005 SLOPE MEASURING A S7XNGHT LINE DISTANCE 70 7HE FURTHEST POINT ON THE LOT CALCULA17NG 7HE INVERT USING 7HE MEASURED DISTANCE AT 2005 SLOPE AND THEN ADDING 5.0'. ROLL # 167 F R 2" 3 6 01998 TRIAD ASSOClATESjL---jk-)ICI -/j VI k--;l A SCANNED OCT 4 2000 c2 C, -4 C*� WAS 4ma-274-76ft OA 401 j� T o NAL RENCHMNK AND DATUW FEXPRES 4126101 21151aa STIR NOT VALID DATUM. • NAM 1988 C17Y OF RENTON BENCHMARK UN= SIG= M DATED ORIGINAL BENCHMARK, R.R. SPIKE -16' UP EAST SIDE POAER POLE 1316156, ASST SEE OF TALBOT ROAD. STAllON 106+81 ELEV. - 15MBO' joB?-'w--n 97-006 SET BENCHMARK. • TOP OF 4- X 4- CONC MON W I-TACK IN LEAD AT 114 -M-r- COR ELEV. = 37--58- f 89m NU-'_Rft -10F2 , - 2 a 01998 TRIAD ASSOClATESjL---jk-)ICI -/j VI k--;l A SCANNED OCT 4 2000 c2 C, -4 C*� CIO rn Q s J W rr l- 0 m J Q g O d O 6 E y' F�j-t o E— aW mE Em m m E � � N to c a (7 O O N I� 0 N W Cr Wwp +2I °2 %76 EX. SIM1'ALf — \ 7 S7RF\41 COR( 001 !� C. H 1� !`t 8° SS AE€ 3 1:4j ® r 50' R TO GT!' .2500, 1200 t T } f' x 4 ARCN CULVERT lE .93 ,d _ - OF REN70N i 6' Hair eET11 FN P i V y 2� us law--r P VC A tt i 1 k } 1 �6Lkq —g t P 1S f 1 { 4 t e Z �1 LTTY OF RENTON KING COUNTY PROPOSED WA TER MAIN TYP 12- SO � 384,.7' -• ` � I � L � -i rr �SO !E 3B.i81 5' SEPA),77ON •., 11 \ 10' PIPES �f \sy� A X E.} -soUr� I a / F tEX,4" PVC CULV - i ROLL # 167 N y' o CAP �:w a /—rZ* Pic 5 =R6iR5 ` ,"211i 13 �?Oi85.32 20R' LT �] -2AP END0, 200 LTA` f I �ID CITY OF RENTON KING COUNTY. EX 4• j,M1AIN CINK FENCE 1 �) — _N — SCALE: 1" = 20' 0 10 20 40 WMCMURK AND DA TUV DATUM• MAW 1968 CITY OF RENTON BENCHMARK' ORIGINAL BENCHMARK: R.R. SPICE .16' UP EAST SIDE POKER POLE #316159, NEST SIDE OF TALBOT ROAD. STA 77ON 106 +65. ELEV. - 16580' SET BENCHMARK: TOP OF 4° X 4- CTNC MON W/TACC IN LEAD AT 114 SM COR. ELEV- - 378.S8' ®1998 TRIAD ASSOCIATES 7 SCANNED OCT 4 2000 A. RE Roe WAS F F �s F o z POD 401 4� Cls'rERC>I 10NA1 E EXPIRES 4/26/01 2//8100 SPANP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 97-006 11 I f 0 1 c m q A ®.m mm v TRIAD ASSOCIATES Project llmq mmt Civil Fnllbeering lend Surveying lend Vse Planning landscape Architecture Site Design 11814 116th be. NB Em" 9A "034-am Tnl 488.881.MM to 42LM3101 Tag lase 800ABL07M — tdadteac.a® a Z 2 4q� K W v, loft y W vd ® p'pp vJ CC __ L A V co Lu r. i i I I W L 12 p« qq tog y��o (® _ y o X F /t'OYAID E GLtEST DESIGNED: M RFEroi S AE CARD: 6 , CHECEM: XF DATE: 2118/00 Scam: HOES.: VEST.: N/A ®1998 TRIAD ASSOCIATES 7 SCANNED OCT 4 2000 A. RE Roe WAS F F �s F o z POD 401 4� Cls'rERC>I 10NA1 E EXPIRES 4/26/01 2//8100 SPANP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 97-006 11 I f 0 1 c m q o Lb 19 rn Q S J R 6 a W C7 O m a`o m wz ° o� 8 E 0 v 3a E- a z °w 1--1 W a jw a' ®f am m E mN c n �.t m E (7 I o 11 O N m 270 260 250 / / / / -- / �___� / 230; � _- _ C -900 L7RlSCOPI/'f COUPI i ENCASED IN ONE IPUBIC YA OF CONCRETE, I ! II I I EX. SSMH 71 RIM 23205 �J EX. 8- IE -2 £ (STUB IN -E) 223i65 EX. 8- IE 222.88 (OUT W) REMOVE EXISTING STUB NEW 8- /E � (IN -E) 22405 icrerr ivwpr m Pc ni y ilucn IN acln. 1 UIREMEN7L \OVERMPIPE V£R = 6.a _ -.... _..... .. _. _. ... _.. __ .a. _._ .....- ....... ... _ __.. I_I BACKFlLL .III t 7 ANGLE IRON & U -BOLT LL - III PIPE - ! 5' HEAVY -DUTY, T- SHAPED, — i-- - -- - -� - - -- - -.. 20- _ _ -. -- - - -- ! - _ - -- - - 320 I� I / A :III — Ti 1 =111 =1 LAJ / INSTALL PIPE ANCHORS PER DETAIL. SHEET 23 / / NOTE.• ALL P /PE LENGTHS RE HQ4/ZONTPl LENGTHS AND TRENCH BACKFlLL SUPPORTS PER DETAIL. SHEET 16 / CONTRAC70R TO MINE EXACT LENGTHS INSTALL BOTH EVERY 50 y 9ROOK 7RACT A -- - W / �t / j / 300't H IZONTAL LENGTH B' ORISCO°�11EA' INSTALL / T MINIMUM 2O.S CONIRACTO4 LENGTH PU /RED NE EXACT ' - ... -. _..... _ __- -- - - __ -.. -. 50' O. C. 2 PIECE CMP CONNEOPHO BAND / M OVER 71PE) MITI NEOPR/NEGA £T // f OVER j BOLT PRE - DRILLED ANGLE CONI 70 T{H7 -PIECE CUP CONNfCRNG BAND � - — V t v+ = -- / �___� / 230; � _- _ C -900 L7RlSCOPI/'f COUPI i ENCASED IN ONE IPUBIC YA OF CONCRETE, I ! II I I EX. SSMH 71 RIM 23205 �J EX. 8- IE -2 £ (STUB IN -E) 223i65 EX. 8- IE 222.88 (OUT W) REMOVE EXISTING STUB NEW 8- /E � (IN -E) 22405 icrerr ivwpr m Pc ni y ilucn IN acln. 1 (FOR SANITARY SEVER PIPE) _ _ SSMH 6 JO EXISTING _SSM14 -_11 - DRISCOPiPE PIPE ANCHOR DETAIL _ ... ,. -. ..... .. .... i . _. INSTALL EVERY 50 ' MIN NOT TO SCALE CALF 1"= 20' HORIZ 1 5' VLRT. INSTALL INSIDE DROP PER CITY RE& UIREMEN7L = 6.a _ -.... _..... .. _. _. ... _.. __ .a. _._ .....- ....... ... _ __.. I_I BACKFlLL .III HOPE 7 ANGLE IRON & U -BOLT - III PIPE - ! 5' HEAVY -DUTY, T- SHAPED, IIII GALVANIZED STEEL FENCE GALV __. _.... _..... BOLT U -BOLT TO PRE-DRILLED IIII ANGLE IRON. CLAMP SECURELY — TO HEAVY DUTY, T- SHAPED, TREY' H A :III — Ti 1 =111 =1 FENCE POST 2 _ _._. ..- ;_.. .... .. _....._ . -_... _ _ .._.... _.. -239 .. _.. . -.. ...... <.... (FOR SANITARY SEVER PIPE) _ _ SSMH 6 JO EXISTING _SSM14 -_11 - DRISCOPiPE PIPE ANCHOR DETAIL _ ... ,. -. ..... .. .... i . _. INSTALL EVERY 50 ' MIN NOT TO SCALE CALF 1"= 20' HORIZ 1 5' VLRT. INSTALL INSIDE DROP PER CITY RE& UIREMEN7L USING C -900 PIPE. ECCENTRIC CON" TO BE ROTATED FOR INSIDE DROP MAY NEED 7 YTW wwp -j?- 2976 %'f°W z"f'U6/ ROLL # 167 J*UU WWMMARK AAV DATUW DATUM: NAVD 1988 CITY OF RENTON BENCHMARK, ORIGINAL BENCHMARK: R.R. 5P /K£ 16' UP EAST SIDE PON N POLE III NEST SIDE OF TALBOT ROAD, STA ROY 106 +85 ELEV. a 15180' SET BENCHMARK: TOP OF 4- X 4- CONC. MON W/TACK IN LEAD AT 114 SEC. COO. ELEV. - 371158' ®1998 TRIAD ASSOCIATES . 277EIl SCANNED OCT 42000 s® TRUW ASOMIATM Project Management Civil Engineering land Surveying lend Uee Planning l—c—pe Arahiteetme Ste deelgn 11614 116th Me. 1� [UHend, 64 ON34 -M Tel 4ffiJg1dN6 Gag 42LOI.6461 To8 rm 666A11LO 66 mtrlWSna.o® 0 C7 2 ♦4� v ' V O Ir ®�+ g Q U y � o kl 0 V P a� z PRIM DMOD: M. REEKS P.E CARD: awD Cam: nF DATE: 2178100 crass. DOEIZ.: 1 • -20' VW': N/A �WA i A. RE F 4�^ v � PO 401 �O \��v4• /6TER �G ONAL F ExPw� ES nt /16/01 —__ -. L - - 2/ /8 /OD STAMP NOT VAUD UN= SIGNED AND DAM JDD 'lt-i"n 97-006 QUM unvaxo a o 3DF 8� f- 5 .0 N 4� N fl- 00 CIP1 1'• Q J W S (} fr F- 0 m Q � nQ o m d O ®c o E �E-J .2i Q a Lll ry a F2 F+1 \ m s ° m E � N _ a m ll ° m 1 m m C7 o o ap Y 3 Im Ib If z O N lY WWP -'7! sT76 v *W 1"01W ROLL # 167 e `•� O lv o n T h� V C qj e� A v Project Management Civil Angmmrmg Lend Surveying Land Use Planning Lendecepe Architecture r hoi Site Oeeiga 11614 119h d- NN L *1" Td =34-M 7,1 4269218648 TB 458219481 7aN F— IWA88.67W an.IxieBroeAS® h a d O W W y o-. ► AWOL d 147;%Ilz --- - --- --- ® `LI .36® O LL `" V co ii aag W BG y .- - 350 t I€ 3 � o a � C5 ... 34© € ° Z 61� I y RONALD E GUEST _ DMGM: M. REEWSS RE CARD: BID 2118100 swx. Hom.: 1' 20' Vw.: N/A �FA.WASFE` F� F O z q 401 4, DISRE4F'�G�? ONAL E BEW)MMAK T AND [EXPIRES 4//26/99 STW NOT VX D DATUM.- NAM 1988 CITY OF RENTON BENCHMARK • UN= SIGNED AND UM ORIGINAL BENCHMARK: R.R. SPIKE 16' UP EAST SIDE POKER POLE /316159, NEST WE OF TALBOT ROAD, STATOL 106 +85 ELEV. = 15180' jOB NPUBIR 977-006 _ SET BENCHMARK. TOP OF 4° X 4- CONC. MOV W/TACIC IN LEAD n AT 114 SEC COR. BEY. - 37858' — 24D(r 28 c i ' -�J U A `J 7 O 77 $.j' 1998 TRIAD ASSOCIATES L- SCANNED OCT 4 2000 v *W 1"01W ROLL # 167 e `•� O lv o n T h� V C qj e� r hoi h h h v *W 1"01W ROLL # 167 e `•� O lv o n T h� V C C?l III rl- w a $ J W 0 O_ rr H O m J Q p0 O O O C E E7 3a E H L U W W � d mE `m 5 E m E cN - m m� a c7 f# � o N o y 2 O N w D: wwp. % I - S77A ROLL # 167 �i DATUM: NAW 1988 CTY OF RENTON BENCHMARK: ORHOHNAL BENCHMARK: R.R. SPHKE J.6' UP EAST SIDE PON£R POLE /316159, IWST SIDE OF TALBOT ROAD, STA BON 106 +85 ELEV. = 15180' SET BENCHMARK. TOP OF 4- X 4- CONC. MON Wlum M LEAD AT 114 -Wa COR. ELEV. = 378.58' o . W.—MR 25oF Z C)1998 TRIAD ASSOCIATES I L- I y I I 1 4f3 , ,S- 277613 SCANNED OCT 4 2000 S �l R c o lv o m D y w ' Gv f 1� U V q a 1 0 o a ti rn Q J a w fs 0 Z 0 W Ir I 360 ROLL # 167 FR 2 4 1 uj 410 0 _ 410 7 0 OD a 400 e 390 i m o W C) E E-• 3 e z w E- l-ti W a' c U P4 ` m� a `m u m E N c m 1p�� f o 370 N W a w fs 0 Z 0 W Ir I 360 ROLL # 167 FR 2 4 1 sw A� Amw TVJW 1A Prajeet management Civil Engineering land Surveying Lend U. Planning feadecape Arcuitedere _ 410 Site Qeeiga ueu usln ►.r: me Ermos, x► = Tel IlbMAM ru damiml Toll rra SWA& M —t d b- W e 400 W 390 O � o h LLJvi e. — 370 s 19�� s> RONALD QXST MGM M. mn= P.E COD: e�ro a 1 CUM: � DATE: 2118100 3CAfB: HOBiZ.: 1' =20' UM N/A /�/� 17 + 00 A. f R OF WA H S 0 a P� 01 n f9TER�G� UNAL E EVIRES 4/26/99_] aswim"RK ARD ®A 7XW 2 /IS /aa DAnw, NAw 1986 CITT OE Ream 3rW HOT V= BENCHMARK' i1NM 9GNM ARD UM ORDINAL BENCHMARK: R.R. SPIKE 16' UP EAST SIDE PONER POLE /316159, NEST SIDE OF TALBOT ROAD, STATION 106 +es aEU. = 15180' i6H NUMR n -► 11 �11i'. ' SET BENCHMARK. TOP OF 4' X 4' CONC. MON W/TACK IN LEAD AT 114 SEC. COR. ELEV.. = 37856' Clt¢F7° MMGI'm 26U@ 28 O 8 7 ®7996 TRIAD ASSOCIATES ` -J J / -22,71Z J ,413 I(,' SCANNED OCT 4 2000 i Now Co ° a i ti rn Q ASSMIAIM JProject Management Civil Engineering Iend Surveying tend Use Planning landscape Architecture site Uesign 11814 im km NE TAf" A9 OBm-= Tai 4MMIA 8 in 428,ai.8Ml T.0 bee MA88AT68 a .blalemac.aem W 0 410 __ - - -- - -- - - - - - -- -- -- - - - - -- 410 rr o a co _ -. ... _... _. ____._. ._. _.. ___. _. -__ .._........ ....... ..... .... .... _ QH ..._. ....... __... _.. HIGH PONT aEV = 389.46 LOW POINT ELEV = 38795 HIGH POINT SiA = 18 +33.33 LOW PONT STA = 18+4363 4. PN STA = 18 +50 PN STA = 19 +60 'n C o P14 El EV = 389.88 PV, ELEV = 387.13 ¢ 4M ft-4ft- cc W } 9i +q1 + s i q �i £XISANG GROUND oo ' m a NOTE N � o¢ - n W 0 0 W W ,_. _....- ........ __. - tli _ PROPOSED FINISH ....._.__ .. ___.,. �. _.______ _�_ _ —_.,_ .__. �_ - -. _.._._____ .._a..,_ _.._ .._ ... _.....__.._. _.___.. ___._ . __........_._ ........ .... ._.._._... ..._. _. .__.___ _ _ _ GRADE 7YP Q y-- ------ - - - - -- \., v �-+ I ,3 O x 3 a° Lu -- -- —� - - - CC m - -- -.. \ \\ — so --- mo W am v `m 0.0073 3 /i60' 8- PYC S=&696P 190' -8' PVO S-= &996+P i" _ o u E ill m N \ / # NOT ASBUILT .. ;�— / € i VERIFY L7FVATlON PRIOR m m - / - ( .SSA1H J3 ........ - -' TO FUTURE DES167V a SSNH 12A 1 i / RIM 39332 W V tp SSMH 12 mN 3 i31 r - -�� ..-- - - - - -- - -�_ . �. - 6' 1E 3eg3; (IN) 38428 8- IE 391:£& (IN) 381.84 4 8- IE 38E:07 (OUT) 384.24 5g N R 3Bq�g (SIN) ; 5=54 8- 1E 0W.J9 (OUI) 391.93 co s 3 z i a- 1E ma-so (an) Sean uj ' 370 U a N �i dd 5 a1a G S ,sS 8 2 A c M - .i6 - - -- - - - - -- - - - -- _ _ _ - _ -- - --- - - - - -- - - - -- - - -- — - - -._ _ _.__. ._ 360 x Q qp - CALE: 1" 20' HORIZ RONALD Z: aWr ' R . DAY. REEIES P.E. CADD: aw a 25 MPH DESYGN SPEED - CUM: S 47TH 'STREET EXIS77, PROPOSED F1MSH DATE: 2118100 GRADE TYA. GRADE TfP. SCALE: llao .: w VERP.: N/A 0 is O 0 N o ro q h O h m h h h h a1 h ry 17 +00 18 +00 19+00 20+00 21 +00 11,11 P� oFA'WA e Fe o PO 20401 4� �TISTEE��G�� SI ONAL EC z 0 EXPIRES SEWlRK ® ®® x/26/99 N -� DATUM: NASD 1988 CITY OF RRENTON � 21181 ®0 BENCHMARK.- STAW NOT VALID ORIGINAL BENCHMARK.- R.R. SPIKE 36' UP EAST SIDE POKER POLE UNM SIGNED AND DATED 1316159 REST SIDE OF TALBOT ROAD, STATION 106 +85. ELEV. - 15380' JOB NDIDIEE ,.� ^AC SET BENCHMARK.. 70P O' 4- X 4- CONC. MON W/TACK .7 7 IN LEAD =V V 6 AT 114 SEC. COI. ELEV. = 378.58' s8661' 14um = 2� ®1998 TRIAD ASSOCIATES L v O O lJ 7 n+ C- ' ' � :7,/, r SCANNED OC? 4 ZQQO � ROLL # 167 FR � 2 w 1 oe N V O.