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HomeMy WebLinkAboutS-361204N PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE, a s N N n°i N EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. {\ o STA 33+29.45 IT SHALL BE THE CONTRACTOR'S N N it - tadTCh tilaas o RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND w m EXISTNO CENTER OF SEGIION SON + HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND z z �[ }l.onc roaar�� CAS P, N UTILITTES PRIOR TO COMMENCING CONSTRUCTION. NO w w o N / H &3er >�oas reer ,roR) STA. 22 +33.0 7.5' RT. 0' REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES J F N // E fs1',967 s.:a HET (cart; SSMH 3, SHALLOW MANHOLE -54" ARE SHOWN HEREON: THE ENGINEER ASSUMES NO o o 0) ` SERVED 9253 CITY STD. PLP,N -400.2 SF RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES o -ca ? t / 02305` RIM= A33.5fl 4 %�l•$�j 9� 'pI�F NOT SHOWN IN THEIR PROPER LOCATION. W o f., BY SEWER PARCEL #1 IE =46��i, 8 "(E) STA. 23 +38.0 7.5' RT. SF x o o ° TAX �j SSMH 2, MANHOL -48" 15 SEWER EASEMEN TO THE CITY OF RENTON �Y CALL BEFORE YOU DIG, 1- 800 - 424 -5555 w w M f wG _ �{� ?•Ql MID GHPnIIJCe.1_ FR c >, J a a t n. EASEMENT TO BE 0 TAINED PRIOR TO CONSTRUCTION N 1 STAB 33 +14.44, FIELDS AVE NE srdvR�.s< :«r s� Maur.: sas '� =.R -.IAiN RIM= ##.39. 47•6I O O� I S §,- VU +00, SEWER CONST. j ` s2as„ ' s6Jr.. _, 6 az . \ it 4 E 466��, 8" E) 305_9003 NO MONUMENT FOUND o z z O /"„ 3 g' ur x `„` Jri 1 STA. 13 +32.28 r IE= 466c6�, 8 °�W) <<Y- .... _ _ - _.__ .... -_._ . 1( ?Z ..._ ... -j..0 ° m D •�` -s __ 5e <u.,r" r: ;,. a7 • , `" �`- -_ _ _- ......_;- AT INTERSECTION +� w w IOO D NT'X BOUNDARYjLINE ket II- m4WorrXp Mt[2•61•W. 'A,r FEN r ORNER X p RC u till > > O �`� ... -.a_ .; ._ - --- ..,....._._ ..'a.-.:-. =.: r 1jµ.) _ N � t ,r 4- ,._.� 11 +06.64 HOQUTAM AVE N r rn INV- E7t.'3 3 °CMP {s;} rr J ,r "`.e„ t _._.,.. 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IE= 464.87, 8 " -EX. %� '�� 15' SEWER EASEME T TO THE CITY OF RENTON _... - -' o„ I °� I h- - - - - -' f S V T m IE= 464.97, 8 °(W) NEW O I w EASEMENT TO BE 0 'AINED PRIOR ,Tp...00NSTRUCTION °•z ,` a Na m°o^ mx e ' / cal w z -- -oo-' o z .. �a s:.i I i - --- ;j SF _ ri� oI z lL,_ _ ,.% '' CONTRACTOR TO VERIFY EXISTING SEWER %.d ar w n +n. ;�. tsax >s !� 02305.9210 �w�� TA. t'a:f` .� xrsrnc�sc �I r�w" of G ELEVATION PRIOR TO CONNECTION; rs O > I : . _ -, 11oz,-�8 �, ,, ,, , ` GEI. #1 r "'� w� °" vr3O II II +� - "1 FOOTS ur sEwER-- """'1T1 IF ELEVATION SHOWN IS IN- CORRECT; NOTIFY y ••••' °p(t• SERVED �+,..�` a+ 'tPXPPR D2'i9) - ?vitmn ciw� N t,`F{ ;?" =1 ,I 1..........._.. t`a55>_ J�' s-iu8 is Z ENGINEER PRIOR TO CONNECTION. h o o ✓ t' h.51' ° P O is V) Z V) r "`r_ BY SEWER 9209 NI w �I AR lijh0 305 Qr�t filO.a ta't:ordc £s7 a � I r i-..H 2 - ._ 7� Pao I J��aa• �p'4E s I ;.,.- o j- trrot} �; `�.... ... ..,_...,._. -_ ' �05.1r s , \PAS ^R o�� t ` ¢1_l~ Q ._;.tanr:. xrosK w�l 6Eai �Q mot' J a V) z E DRA N LINE E5MT F X ^� FLT I o Av1 DRI EWAr.. � X I ° o O Rr.c a) ssa�Go-a. �� F ��� ( Q E� E:. _ w + jSj w 3 i I F� I I Nu - µr�.,a s2'cGwc ;n; a > ° C~ a,.t,, r T� r F r— % i rn u o / \ Nc = � WOOa I I 816h c �i r Fy r .-.. ... --- .. -.. t` :TiGE I \ _ f I/ 'I Nv .. 7� a Z wY - 2z rsNOE / y irri;:a 12 'ADS t'<! }}., �., p H w a' r.._ _1a ,, __.. i ^ 5` a a A). 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STA. 30 +00.00 EM 459 66,28" N E= 459.58, 8" E pp O 'FOUND MON +/ 1.5 DOWN r �W t, Sj LEAD & TACK IN CONIC. (NO CASE) _. _.- IE= 459.90, 8" W a0' I N 0.3T N & 0.0T E _..__.........._.._...._.... . _ .._.._. _ FiR' H.mo, ( 7 HOQUTAM STA. 7 +92.13, W L J ui - - _ I o INT'X MONUMENT NE 7th PLACE Z ° UN" N. '!2, :Ny, 1 / -, v'4 .r4, NE 7th PLACE 11, °+ & HOQUTAM AVE NE LL NOTE: ALL TRENCH RESTORATION SHALL BE PERJ4j - PER CITY AS -BUILT ° _ - - _ - -- -` SEWER PLANS, S -3278 W a CURRENT I FOUND ?Say iN ASE < CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL u, ono S :a0, ccRC' a C.08, :> � o w ## LL SEWER CONSTRUCTION PROFILE ° STA. 33 +14.44, FIELDS AVE NE STA. 11 +06.64 HOQUTAM AVE NE w STA. 20 +00, SEWER CONST. : STA. 26 +62.29, SEWER CONST. CL Z Q (n Q LAJ m .....___ .. ........... ._..,_, ____ .... .... ,. ____ _. .___ ..__. .__._ __... _..... ._.... ._. EX GRA ...... ......... .....,.,. __ ... wf _ - o A, niq 470..¢.0_ -. ® ' 9.. 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