The URL can be used to link to this page

Home My WebLink AboutSWP272172(4) i Sl r w R C r10 fir' �N l.p i y� - - a a 1 I?W7 o7 - 17 - t , r f 5 0l Ate <. � ;�-. _,_ - ----' �-� *-• -t i -•_�--f_�I_ � _ 1_. 1. ._ . _ _ __ ro�_ ----- ro� ------- , i• � I ` oT _ 111111 H 1111111 n11H11 111/1111 111111111 1 IIIIHI 111111 1 IIIIIIIH111111 1111111111MINI 11 11111111111111111 NIIIIIIIII 11 IIIIIIIH1111111 11 11 IIIIIIIIIIIH11111 IIIIIIII�.�i� IIIH 1 W��li � IIHI 1 , 111111,N 1 11111 �� IC�IEIi� „IIHI 111 IIIInn IIIllili' _ 1111111� IIIIIIH i 11111111 11 IIIIIIIIIIIN 1 1 H I N 1111111 11 H 11 In 1 E S 111111111111111111111111 1 Mill 111111 11111111111111111 IIN111 � �� 111111 MEN loll) 111 11111 II ENNEN 1 1111111111111 1 ` ► IIIIIIIIIIIIIIIIn 11 1 n11 1 � � _ IIIIIIIIIIIIII I111111111111111111 ONE N UMBERS HOME Wi(IMlNl Mill!� 111111111111111111111111111111111 � �� 111111111111111111111111111111111 � i�.1► 111111111111111111EN Illlllilll 1111111111111111111 N 111111/111 ��'� IIIIIIIIIIIIIIIIIII 111 111111E !! 111 IIIIIIIIIIIINNMINE MEN 111 II11111i111111111111111 IIIIN � .�� IMMUNE IIIIIIIIilllliIIIII 1111111111 1111�11 © � -1 ■ sNMI IIIN11, 111111111 11/1/1111 1 MINE IIIIIIM nl 111111111111111111 _�� _II_IIIII � -��® 1111111111111111l11 Ia�� 1�� i � �� 11111N III l , vi , {r II , _..T, oZ i 9F!00/� 14 1 I 6 9l -� I Y�- � � S o.c 75 9/ I /z S6Gt 6 i I ' ! I - G LE" Y £4 os £. .. r 1y vrs J7') gel 2i�•ia:7fW x- I loco fic,N �� • Gr9 G 3 8S r T /0' �/ /9c 2� /0 2 I i I I I /2 I l i�*-♦- l i �-- i I I-�--j--i�--�-fi I I -- 9 - • I � � II I � I I' ll I ?S -- I � I: b Ij IL 22 Zff y8 I - 30 ji- -- f I ! z I I 3 I j l I 3 f I S + 3 1 yI I I I I I , I` I - - I I I I I I J n MI��• �� ►2S G3 8S j thick ✓t5 Tv Lai s?" �o/ice/yd Sz to,o z8•y7 4 - ---- I --17� Ali I ax s r Al. �, 3•�G 3U 3G j j cB 34 i/vrJ 5' c Z9 • 83 � i h yet) k I dB I 37 �w p�e� 3•�8 3 O• Z� •� � - I I I I i G t3 /D w Z 9,,3 f I i w PAS%7o Z 8'Z L I ! , t I i I Cos IA AL J fi 27 ,2 6 31. z s� i ---. —--- cur fit ,� 9 II � � I � y i A9'LZ j 6•h i i ii i f�i l�l I i t I i t I +-- -.i. _ _ __ ------ --- - - - --- - - -- ��-��. I I (;r ------ - �--mod-- --- __ ---- -�- -- ------ - - - ---- £--- -- -- - Sz( i r -_I I t-F ^I I t J I _ - ' . . . . . . . . . . . . . . . . . . . _- . . . . . . . . . . . . _ r I I � ; ems•6 2 -��ls � I '.t'•S K,G•� I �'� I S'6 r y II I ; L 6' 6 Z I Ire 4 '' ijj , Dill III I I , I I fl� I 26'f� I j I 33.93 17 /a y,s� a• y I I ` I I 1 I �� i I i i �`•`'L;?"': ': �'_ •®_,NO N_-"-��-_----- `�'•�y , ru r ,• I i I '1J Z v•59 I I I I I I A 1 lI t:+�".. •. t. CZI ' it :r}• toad - . . . . . . . . . . . . . S' �z 3 y iz:✓ - --�--�-1-i--� CX I i r y5 a I I I ayt ti •. ♦v i. I . _.Y i i 1 , I ' I --- I I , Wel R I -- gy I I I I I I � �z• r l i I i i l � � g r /✓ i , I . �_ z6•h -- -- ---- -- --- - I J I '� 2c• "Jr AV 07rce7 / 's uw> Z/'/>£ L,4."4 Ir --- - 99.4 n/Y - — � v ao Zf' /— I I i I --z( J! I I i II I , i t � s� '^ b a�i e /s .55 5g�� rye �.o1S I 4 11 11 1 N �N111N1 IIIINININI IN11 1 INIIIINIII NNIIII.�I��IIINIIIL�-all!'�IINIII ME 111 �!�Nl1!!111111111 NIII 1 11 1 1 IIINIIIIIII INIIINIII 1 1 NINI 1 � 0-1 02 - - . J. . . . . PAJ� 00 8 _. !� " o _ o - _ Ze422_ lit iw N ----- -. -_._. -- ----_ - ------ ---------- - _ ..... _. 444.1_?-V _.... ... I � IIII 1 t I ,sZ Lz o�s� j _ - -- ----"- ------ - --- -- IVF 1 17 I .. I I I i I ham' 6 02 s hF � + fi - - - - . ----- --- -I rt- -r r L I bo h� s/ i . 1 1 Z797 710 - I r i , �c S y0Zg.0 - 'I { L y I241,1, 93 z7. / N. - 78 O - - - � . .fi N. � � I r- `t-• • i 7 I i : r _ - _ I r I I -_�- i 1 I I i i 1- 9- 9 7 7-5 770 o Av 3 p � _, --- 7- - - - i � I i - fff i chi t - 9 i Ti I I I i i I i I it k , i i y� .1. + d go bz 5 -- -I/� . - , I - ----- r- - --- ---- -- ---- - -- -L' G I ; r � diz I og - b _ - - - '' VAI 517 - rt OS he . M ems " 7-77 7 _ �Zo��Z) .3,�!�L ,,ill/' , Q1• . OC 17 IY t_ G'• , 'T o a . . L. 8 Z 0 2 $2 - f� pop" W- --- i I - . O +-rt JL G 15 Z/ - -- -- -- -- i 721 Ono Mpg, i I Z I 1 � I I � I i J ?.. r MAY-15-1997 09:51 FROM DR ZULUAGA CONST TO 2352541 P.01 . .4.�'�'. ,,� %�•�,• , 41 L HER AVE. IF 04 IFA A%t`-:-'Ex 10��'• I .. .:-fir'''` �' •�'�-:'•��y��'Z .'.�_ .' .. .r _�E'� - 4-1 .h.. aT /R� Co 12 28 _ + y,' .��.�!• LT- PENTON H*GH SCHOOL Z #400 S. 2No ST. _ .'�' •.T Apr, ?�.. f.,•'n r.i,` .. ,.. . -,qd -tT n' JOB# L - WEEK NAME EQUIP# LABOR/COST CODE MON fTUE WED THU FRI SAT REMARKS i WHEN USING EQUIPMENT, PUT EQUIPMENT HOURS ABOVE SLASH, LABOR HOURS BELOW. JOB# WEEK NAME EQUIP# LABOR/COST CODE MON TUE WED THU FRI SAT REMARKS Mal i� t r WHEN USING EQUIPMENT, PUT EQUIPMENT HOURS ABOVE SLASH, LABOR HOURS BELOW. D.A. ZULUAGA CONSTRUCTION, INC. February 17, 1997 96-227-099 City of Renton 200 Mill Avenue South Renton, Washington 98055 Attn: Mr. Scott Woodbury Re: Tobin Street/Lake Avenue Storm Improvement Project As-Built and Survey Notes Dear Mr. Woodbury: Attached please find field as-built notes and survey notes pertaining to the above captioned project. Please review and contact me with any questions you might have. Sincerely, Mike Skagen Project Manager Enclosures 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 D.A. ZULUAGA CONSTRUCTION, INC. February 10, 1997 96-227-095 City of Renton 200 Mill Avenue South Renton, Washington 98055 Attn: Mr. Scott Woodbury Re: Tobin Street/Lake Avenue Storm Improvement Project As-Built Drawings Dear Mr. Woodbury: Attached please find"Red Line" as-built drawings pertaining to the above captioned project. Also, the punch list from "maintenance" is complete and ready for reinspection. Please review and contact me with any questions you might have. Sincerely, Mike Skagen Project Manager Enclosure 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 I'IHI-1J-177( 0:7-Jl rKUI'I UH LULU"__ _. JlId: I c..———-- OF ` ..f -Y,..'J 'i, • i,i►:.••".`.�/ y' .Fa'::-•'. r0. .4.:• �: _i,.`:.: ;•� rlT •B,. fo •'• •; ' iI•�' . I t ER AVE, �.� '�. ... •' .•'•10 •'•• �` sfi �' . r• 4.0 EX � 2 "� Y' ✓'-• �+rye ', T•T • _I • L�i��-� •'� - • '-•. :�.i•/'..�'-1.'�/�'�!i � :• 'ram •. .. •' • .. �'�� M 1i�' .� ••rimer+, ; •'''al'� '�•A':.Tv":-•• sr••�.f� , �rr,;a_� •�� ,��M�• _� ..ti .la.� .;C-;•: ate" _y•tea••, ,:•:• t,l<e�. •'Z`•n�. •}.��,.. �G` .Y .� ', •_" �, ` ,,,•y,,.Y'�N�.lry' :k MMR! i/.: .Y <�....�Y .,` `i'!f•••,. ,.•;�,.• �,�( ,�.a� •� „t, ^,.r'.t is .•.�::aI.'• ?�..�.,�."•.'• �;.:•.;s,••.... •.=• �..aY.�-',.: �L',•'a.;..' �.�#'.�, ^'`�'r!{Y /-Vrf ,;�, .'•r' �:t�;'•7d,t:r.3�1r . .'.sir:':;:rF :,.:•Sa�:i.:"C �" r..: IL V '�• •'yy: .��,`x co ,sr, t. JR;- :f•�'S�.:'�- 7'�. '••mot, •"�� '• -'r'" F' _ 4 r4y^mil•.. •�r• .�..: 'w:""f^•r it .. �' ','�',`•�• .'.: .. '' . ••..v s •"ram :,a: 4 .rv.. .� I r •y.� cy ^'••-�"' 'z':'+, �J:' r:�f,•�:. .,},'-;,,�-'g.�' ��"7[�-. .;'� a ,_ ?8 �• ..�. 'let ..y . ,Y.;.. �Y' •i�i.. :�• �► '�'X,•.... :.,;;�,,.T,�'y..••'tee. •. 1 it y'►•.Y•� Q .O{ ,... ._ � ::F ti .• +:.,(,jam{< 44 . ♦:tomt I RENTON FKGH SCHOOL 4400 ' 1 EX CB TO BE REMOVED& - 'n I I REPLACED w/�NEw CB/32 vI CB RIM-29.7 it( CS RI PVC S.-28.9� 7-7 -30 EX. GRADE - - - - A ce RIM-29.73 EX C8 TO BE REMOVED k F I.E. VC 6'P S.-29.06 REPLACED W/NEW CB/33 W max- - �- I t L I _.. 1 p �EX. SSMH S N BM-629-27 � ' I File LEAD O NE COP MIT 28 k W S!0&N ST k SHAi/UCK AVE W I 28 lF 12 q 1'E OF TNT BWS U Q '6P TNoNT ��s C` ELEv-31.41 2D" 2 II/ /300 I CB RIM-29.86 TOBIN ST DENSITY FILL EX. GAS I EX CB TO BE REMOVED Nk 26 EX. g W � ' - --- REPLACED W�NEW CB 135 _-_ - --------1- -- ---r sl i a I c �. - L -J rl r UP� 1 CONC.WALK 24lM _- _ !•� I/ 1�_ __. __ _�_�_-_- a o PACK V010 BETWEEN NEW SD r- ---- --- AND EX. SS AND W /ALA p -- 1 a � UTILITIES WITH ETHAFOAM �rN7.'�L /!�� I f- TO S �- OR,APPROVED EQUAL i oibr 4eSrA6l- � Y, o C >: c 22 ----- --- --- --- L $ 12"PVC �. CB/30 ''.+ $ --+ EX. 8" SS 18" PIPE 6 PIPE 18"' J OUT DIA. OUT DIA I EX. tY SS -- _-->- 20 -- -�-_ _ REMOVE EX SD =-- - --- - I P RLELAQL-W/ �. REMOVE EX SD LF- 18'r W REPLaCEtB,�y� coNc8 LF 1 EX CB TO BE REMOVED k NOTE: I.E.6'PVC N.- 29.06 REPLACED W/NEW CO 034 ALL UTILITY LOCATIONS ARE APPROXIMATE. _ SS/AH RIM- I FIELD VERIFY LOCATION OF ALL UTILITIES. CB N '+ I.E.15"PVC E.-19.02I �/ `I I - - - -- r8 ' E.8 PVC N. -942 _dd2LK I.E.8 PVC N.-11..5 o sDMrl BE REMOVED SECTION [jf��' 0 O !i I.E.6 P 7.4 2 \\�/ to _1 LE B.PVC W.-27.37 �P �I ` U P LE.6'PVC E-27.37. S SCALE: 1"= 2' mil' ;\ w I LE.6-PVC NNW. 27.27 LE.6'PNC NE-27 3f , Z LE.6�PVC N.-27.47 ' -i CB RIM-z9. EX CB TO BE REMOVED R - .. --�-- x I.E. I PVC . -27.6. Cm W/NEW CB #31 12" C'I' W /1 W O U I.E.6.PVC S-27.7 F 0 2 4 fi FUTURE 24"SD 7W. ,. - Q SSMH RIM-30.21 GRAPHIC SCALE SEE NOTE 2 � 1..1 N. 19.27 NEW CO/15 SEE SHT.3 2 r AND NOTE 1 THIS DETAIL � •� I � ' 50 LF L ALE G s= osoz --_ 5, TOIL/IV 5 - --- -- - --�- gi USE Full LENGTH SECTIONS ....��I-L� Ri �� G OVER EX WATER W/JOINT NEW TYPE I CS i35 _.m-_W(TEREP_BETME�N_ 6'&1Z -_mcw ce#30 LE 25.37 35 RIM 29.88 "'- CROSSINGS I I.E. 27.66 NEW TYPE 1 CO/32 SHATTUCK 1LF-12'DI S=1.00% _ _.- PLUG ENDS OF ABANDONED. S ' RIM 29.81 It TOBIN - -.: ~- EX ABANDONED GAS USE 18'SECTION FROM SO PIPES W/EONC. w I.E. 27.25 REMOVE AS REQ'D C8 /35 TO SOUTH - x- ._...w ---- - ---ANB-PLUG ENDS 30 OVER EX 12"W - -- - -- p- -- - - -- --- N NEW TYPE I.,CB EX h2"W I G )2" P'•✓C. --- w RIM 29.73 --- ---- - -� - --- / O N I.E. 27.39 - i CONK CT EX SD 0 0 NEW C8 ' I 59 00TO CB - ----- _ 28 LF-1Y q EX 8'W GAS 18"CPEP --_- -- ---_ - - ffi 1 S= 0.50%USE EX. 6'W VOID BETWEEN NEW SD S-1.25% EX. 12"W J EX. ABANDONED OB�8 &EX GAS W/ETHAFOAyA EX. GAS 18'SECTION FROM I GAS / CB/32iTO EAST F---- ---------------------------- r�i - f ' �-OR-EQUAL ------- __ NEW C8/17 SEE SHT. 3 OVER E.S-W 1 r APPROX.LOCATION OF FBER OPTIC CROSSING- BACKFILL TRENCH W/CONTROL DENSITY - - ---- _ _ �E 4•W USE EXTREME CAUTION FILL FROM STA 100+09 TO 100+24 - `EX. 6'W PER DETe ' U 55 LF 16"CPEP S-0.25% NOTES - ---' 1. LOCATE CATCH BASIN /1 IH AND EAST OF EXISTING MANHOLE AS MUCH AS POSSIBLE TO MAXYNIZE CLEARANCE BETWEEN MH AND GAS. SEWER, AND UNDERGROUNC UTILITIES 2. CATCH BASIN /15 TO BE DESIGNED TO ALLOW FOR FUTURE 24"CONCRETE TO $ O ]MOVE EX MH k REPLACE W/ REMOVE EX. C8 k REPLACE W/ NORTHEAST WITH PIPE INVERT E£YATION OF 210(SAME AS IE NEW 24'SOUTH). e m 20. ...---- ---- `-TYPE-G-CB-}30(t3'-Rl`}---__----ANEW TYPE1-L CB/34 30.07(SOLID LOCKING COVER) RIM 29.91 O_ EX.lrSS----- I. 24.77 24 W I.E. 24.91 18'E 8 W 1. 24.77 18"E I.E 27.25 12'N �1 INTERSECTION DETAIL ® S. TOBIN ST. & LAKE AVE. S. w I. 27.00 12"N _ Z Duaa esv 1. 25.27 18"S 6 SCALE: 1"= 10' 0 � 16 H 5 Q IUUUuu 0 0 i) 20 30 /�� rc �- J.S`�. GRAPHIC SCALE D 107+00 106r00 O �OF s CITY OF RENTON DEPARTMENT OF PUBLIC WORKS x 90,�SFSIS!£PEG 7,c9-96 ' R SCALE: = 20' `WONAL V �N S. - A M ERT 1*. SCALE: 1 ` s S. TOBIN ST. LAKE AVE. f Ea,g,a��=j STORM SYSTEM IMPROVEMENT PROJECT DESIGNED: SW DATE: 7/12/96 FILE NAME: 6575SRV DATUM: N.A.V.D. 88; PER CITY OF RENTCNN BENCH MARKS DRAWN: M 0 20 40 60 SCALE: AS SHOWN '��O°K' 629 S W/O-27-('72 GRAPHIC SCALE NO. REVISION BY APPR. DATE APPROVED: SHEET: 5 OF: 6 33, 3 0' 30 I /100 S. 2ND ST. I #110 RAINIER AVE. 17 I REMOVE EX. / EX.MH TO BE SDMH RIM-2B.54I ��A�.B9/ 7 REMOVED Et5'CMP.S.-2 5 CB RIM-28.00 Ex A6i To BE REMOVED. w SDMHRM-29.,9 I W I I 1.E.6'CONC W.- .E.12'PVC.E-23.8 SDMH RIM-27.91 = I I I LE.12"PVGW.-2.O .-, RI - g�RE1/QyED LE15'CMP.N-20.8.8 LE12'CMP.Wr23.7 _ I I III I I I ! 5[1MH RIN-29.S1 LE fi'CON. W-25. \ i.E1s CMP.S.-21.6 N LE75 CMP.NW.-20.6 LE6'CONC.W.-25.7 REMOVE EX. $0 t G8.RIM-30.37 1 I LE.18'CONC.S.-20.B EX.MH TO BE REMOVED pa r. LE.6•CONC.E.-25.2 4Wj I I LE.B'CONC.SE-26.1 \. - -- 7(FIELD CONFIRM PRIOR VERIF NEER" \( --\�_ •, \` 49 REPLACE 24'CPEP II I f I I E.6 CONC E-24.0 .--_-- .. _ i - 1 E.6'CONr-W.-24. AS b 1 aI.E 6 CONC. SW.- ,{aI� v III 4 I \ IEFMO ISDMHRIM.I30 7 I •I I I�'. 1 - -� VING� " SW-25.6 �. LE.18'CONC.W= ai III I I - 21.4 ' I I.E.18'C��-O��NC}}}rrr 21. ._ - --_._ _ - -' I.E.24' I ,---_-___-__. _ � CONC k-T K'AL� �I I A III REMOVE EXIST. krr .1� �ONCfS.>�27.�I, `y I REPLACE W/ 11Gf o UCf _ _--- - - UYt REMOVE EL SO IT A.T.&T.FBER OP71C CABLE UGl IT I I III I Il PER DIET./ / I 'fit�tEP[7. wl m g 110 LF 24-CPEP 178 LF 24'CPEP A-T.&T.FIBER CPTIC CABLE "" _#`z`•mC� ` I it a I 6.SD 11 N 5 CMP ' 1�{ w ----NEW CB /2 r ---- -- _---- S03'21'39'E REMOVE EX SO S "T NEW CS#3 ' $ _ ----._-__----- - --$" -.. _ - 613.84' REMOVE EX.REPLACE W"SD 2 REPLACE W/ __ - `= __ - 27 E A4E WFP REMOVE EX..8' -_ NEW CB/4 30 E A E W/ ' EW CB i1 "-- e"WATER w a -3 REPLACE W/ I REMOVE 18LF(2 SE j --.---- 3trlF�`�PEP-- -- - -- ----.. I EX.CONC.j - x� I REMOVE SIDEWALKW - : I \ 'CUTTER 2ILF CURB t ( � /' -T- Up° ws / "�:. - -"r "' /P i f _ MOVE. w% APPROX LOCATION FIBER -- I EK CB TO BE REMOVED �`--BM/see-26 18 LF 8'D.I. OPTIC CROSSING. USE •� k REPLACE W C8 05 I EX.517 I CHs,S0.ELE:C..tT EDnREME CAUTION CB RIM-27.97 I° CO RIM-26.e1/ e REPLACE W I RIM-28.89 ID 1 24' / II I i I. 6-C.NW.-26.9 LEB CONC.W.-23.0 I I _-. _ 11.6'CONC.W.=25.6 O LE.6'CONC.SE.-23.41.EE4'PVC.E=25.8 O I,- REMOVE EX.CB - EX CB TO REMAIN. R!_NiON HIGH + ICI I I I (j y 1 1 h REPLACE W/CB/36 REMOVE Ex 8'R I SCHOOL 10 I I 1 m #400 S. 2ND ST. CONNECTE I E NEW 3'AT #200 S. 2ND ST. w II III II � I� _ J 30• 48 I I I I I 18 LF- 8" D.I. S-3.335 I - I USE SINGLE SECTION BETWEEN ' 28 LF- 8'D.I. S-2.14% CATCH BASINS NEW TYPE 1 OB#37 NEW TYPE I CS /36 RIM 28.89 RIM 28.89 I.E 26.80 Jo- I.E.26.80 RE OVE REPLACE W I CB r------- T------'-'------.__.. . . - --- - --- _.- - -- ---- -�- REMovE EX ewcic MN REPLACE w/ ----- ------ ----- ------- - ---------- n NEW 4e TYPE I CB/1 W/SOLID LOCKING COVER !REMOVE Ex.CONC.MH R REPLACES W/ I.E.22io W ' RIM 29.32 I x !NEW 48'TYPE I CB/3 W/SOLID IL.WNG COVER � i i CONNECT EX 4'E i w I.E. 21.15 24"S k NW i II i 28.54 I CB/3 I j = I.E. 26.20 8'SW 6:SE ! 25 •Sp i 0 J.E.21.40 24'S t N r- -----i-- 40----._.. ---------i --------- -- -- -----..----_. __._ -_... ...-- --��73 8'E - I ----i-- - -- --T- EX. CB ---1-- ------- -1-- - w 40 III `EX. B'w ICDNNEcr Ex tY w I I i �µ- EX.CONC.MH ' NEW C8 /1 I I CONNECT NEW, N EX. MH- F-------�iMODIFYANNEL -BAD I REMOVE k REPLACE W I I I £X. 8'W iI I EX. h MODIFY CONC, i _ _ -- I _ _ --- USE 201E SECTION - ��/ _ 20 REMOVE EX.EItICiC RIM 29.19 ! I i I - 6'W(W/MIN.8' USE 20LF SECTION I � 24'NTO MATCH N I I.E.21.20 24"SE ak IN I I EX. 8`W OF SO PIPE UNDER ' I I.E.OF EX 6'18"CONC.Nj r- CONNECT EX W ; EXISTING GRADE AT I I - AT CB TO ECLEAR AST END- -- 6'W(W/MIN. 6' I + I I CENTERLINE OF PAVING I CLEAR DIST. W END 301 Go W �- --.__._-- -- -- -- I ! -- I --�-�-- EX. 8'Sd ---40---- AT CB TO EAST F.X. 64 ' Laarrews �}` urY of I I I I I I SEAar[E WATT lolPfiUyfZ.- i U--_--- - �� --- EXISTIN STORM DRAIN----, >77N EGBRO DRAW/M(Y I( I I --- EX.8'W � D-161t,77/ c/rY MAKES -- -- - - - - - ----- No GOARAkrEE AS TO - I BO LF- 24' S•.19x - - ----- 110 LF-24'CPEP S-0.18X 178 LF- 4' CPEP S r 0.20% 78 lF=24"CPEP S-0_20x 7WE LOCprroNS TAT SN0M1A7.5 ! �J -------_- ceArreAcr SPEC. I-o7.rT, i REMOVE E)L BRICK MN!R MACE W/- o 27 LF- 24'CPEP NEW 48'TYPE I CB/4 w SOLID LOCKING COVER O to si'4J S-0.19% RIM 27.91 ' o DAnw 6Z8y LE 21.76 24'S t Nul 15.00 i 1 )-2172 a II s II U o I- a J. / Q 50+00 51+00 62+00 53+00 O C ry 54+00 ' 1 CITY OF RENTON O 9F01 Pg02�4¢:. DEPARTMENT OF PUBLIC WORKS % g'ss/O G\ S. TOBIN ST. - LAKE AVE. HORZ. SCALE: 1' = 20' NAL -2146 VERT. SCALE: 1" 5' EXPIRES 101/ar7 nn STORM SYSTEM IMPROVEMENT PROJECT DATUM: N.A.V.D. 66; PER CITY OF RENTON BENCH MARKS tU4DD 56AMA WATIW TO PIjofjLj 3C-OW D. SW DATE: 7/12/96 FILE NAME: 6575SD ' 0 20 40 sc `. CHECKED: MAA 1' - 2V GRAPHIC SCALE SCALE: SHE T, 626 I- REVISION Br APPR. DATE APPROVED. SHEET, 2 OF: 6 II gss TOBIN s� EX CB TO E1E a U �85 TOBIN S. �W 8 Ca RNA-29.64 T II I I L9 RIM-29.86 I I.E.6'C.NE.-29.0 30. LE 8'PVC.E-26.1 II EL C8 TO BE REMVED - I I.r 1 PVC. NE-25 EX CB TO BE REMOVED c'e RW-29.87 3� I I.E 12•CPEP 25.1 3 /104 RAINIER AVE. I #100 RAINIER AVE. II I &REPLACED W/C%-��t1'1. NEW CB/13 I.E.12'CPEP W.-Zs.t k110 RAINIER AVE, FlLL FULL LENGIH O 4`r I I LE.12'%ONC.S.-23.5 I +18.64 LAKES Rmf-pB.gt ETA. TO P4PKIN LL12•D.I.E.E-23.3 - � 1 I LEB'PVC W.-26.61 SDMH T e.n �� EX.6'W/GONG 0 16' LE.72'D.1.E.-25.1 I.E15'CMP.S. 2/.87 6 j CB RIM-27.80 GAS SO NCE THROUGH I I EX CB TO BE REMOVED E.a"�GyE/'��(ABA--- SDLIH RIM-29.02 I.E12•CMP.W.�23.17 I.E.6'CONF E.-26.4 Ca RIM-28.71 2y8( N D EX.CB TO BE REMOVED �� SD TO BE RELOCATED I REMOVE EX.CB LE POc.N..2;i. AeAN II I.E12•Ca+C.s.-23.4 LEB'CONGN .(PLU -a k REPLACED W/CB�7 _ cavc.sW. .r _ = I _.- .. ____- --. -_ - I..6 26.8 LE6 CONFW.- 26.64 % I.E12'CONIC. 21.97 ' Fa.RIM- �-�.� __-_' m___--r- _LEA.` 2.52 _-_ OTT I I I I.E.12'F N.-230 C8 RIM- :�1 ,E B' 1. 12' C.N.-23 LE12•C.5.-230 -I- L _ LE6'C.W.-23.7 E C�- ,.`\ I Z I.E.e'c.� I�MOYE ESt-8-.SO X REPLACE W/ - - � - --' -- I - I I.E.12'CPEP.SW .4 m _ 12 LF-1Y CPEP ._ ___.._ RE110VE EX SD 2 REMOVE EX SO k FMgA Y' BM 2 9 76A. I - `-r 56+13.64=PT. --t- ----- NEW CB}f _ cH1ss0.8K.46 u '-'-- --- ' uaf -__ _ _ r _ ucra um 'N3L- �P /ELEY.=2945 c- > X IOCAG. FIBER q,,� + ---- 2 „.� QN ------ u' • - -- - 1.,z ,t \'tJC ABAN. � cAelE t'47 NEW CB 0 m OO - - - -- .__. USE EX�{E-CAUTION F10ER OPnCS OF ASPHALT ATNT EO.A ucr " i 8'SO - tk* 7_-�-- - - _ _ _ -- /1 ( NOt'38'07'E _ _. _�,.-_ _ _. __._--._.- _ REPLACE W%33LF 8'CPEP _EW CD o I i 14 LF 8•CPEP .._ - REl10VE E7L SD PIPES SO W 2 C. ___ a•PVC 30 LF-8' - /O DETI IL ,1 _ NEW - ___ �5 ss 12�� ---- - PARALLEL- 18' - - -. I . REMOVE EX SD k MREPL REPLACE /CPEP I - --- -- - I Q R�G� g A I ( 5 PvcW su+.SEW. 12 ss- ca+c. ' MC REPLACE W/ -- W _ - •- - - �- - e'wATER • W- a 77 LF-24 CPEP 161 • • • - -" e'WATER �� f- -moo �r� • " 30 IFCONc-� `-�_- �.-. - _ --- CONC NA-1 �4 TO 11. SMH E-25- 9 LSE12 PVC.W.?216.8 rE.e'NE.-27'I ii I I.E.12•PVC.E.-21.6 tt - o�.�,�..-. • , EXIST.BIDC,(TW,) �105 (8'W,RUNS LE.B'PVC.S.-220 ' CB IM- 7.97 i SSMH RIM-28.SA I ( TOBIN ST THROIlO_ 1 I LE.B'PVFN.-22.0 I.E.8 PVC.W.-22.8 • I' _ - LE.e'PVC.E.-229 LE.B'PVC,N.-'_3.8 I 16 \ - D.L 591H RNA-28.81 -- --- 13 -NEW w p7 1 0 I r � p I.E.B'PVC.E:2282.E m B',� h I CB RNA-28.30 TOBIN ST LE6 CONF3.-27.5 /102 LAKE AVE. �I i REMOVE EX. CB REPLACE w/C8 MATCHLINE 100+80 li " - I m I I SEE SHEET 4 N RENTON HIGH SCHOOL #400 S.2ND ST. goo IOA i ' NEW TYPE I CS #13 REMOVE EX. CB RIM 26.1 NEW TYPE I CB /14 \:"CE W/TYPE I CS #18 REMOVE 4 REPLACE EX CB NEW CB/9 STA 54+79 22'RT IZ 23.7 8'E RIM 28.5 .30 W/NEW TYPE I CB/7 PoE 2' LE 26.50 EX. 6'SO I.E 26.50 ---- - --r RIM-Z8.7------ _ a I I.E. CO GRATE TO ALIGN W/ �- REMOVE NEW E 1111 1i Ex CB W/ CS /10 EABANDONED\1 �- \ i I GAS FUTURE CURB EXTENSION `�4 l� I \ \ I -EX GAS. PACK VOID S i 22'LEFT OF I i REA 27.E I 6' W/LONG I I I _ I ' ( rt) LE 23 80 g NEW sa AND IX. GAS w/I I w 4Wl EX. 8'w I ETFIAFOAM OR APPROVED EQUAL 1 :o I w - 26--- --_-'- -- i o ��x env W I �--------' ------ -`------- Y EX.8'SS - ------ I M OI I DOMED O UJ w 1 NEW I 1 I CONNECT LY_8' I 1 I AS IJNE JO LF- 8•DI w N '•Y I I I EX. 12' SD S= 1.00% In USE 201E SECTION 41'4LF 88'CPEP - � SD J um t8'SECTION FROM -NEW TYPE I /18 ---- I -NEW CB/IS -.- -.. - ___-_--- I MIN. 6'CLEAR EX. 8'SD i OF SO UNDER 8'W $=1 21% CB/14 TO WEST OVER RIM 29.88 I EX 112' SS I OVER GAS UT1L -- I ------- ---- -- ---- ----�-t--- _ - -----_ +-. MIN�fi�_CLEARANCE.) ---------- - -_..-- - ...----......_to..__... _ _1 _EX. ._W __._ - ---------- 1- -._A ISE-I R'-SEGRON LE 26.E I _ _ _ _ EX:8'W 1 W END AT CB TO EAST _ __ i I T 121F-12-CPEP - -� i 12LF-8•CPEP I NEW CB/12 I I - -1 NE14 CB�7 j FROM CB{E18 T S-1.25% I I �1.67X I 1-------- ---------I I NEW 72•TYPE N CB/1 SOUTH OVER IX. NEW CB 29.9 3OLF-.8'CPEP E 12- SD ( I NEE 23.00 S i I 15 LP CONTROL I 5=0.83% EXISTING GRADE AT IX. B' SD -_-- I _ _---. 2. E I __ _,- I DENSITY FILL -- --Y�--- ----- ----- --- -._-. _I - LE 300S2 18' -J -iB-�- N I 1 --I--- -LE 26.0 SAY----� ---QNq{SEMENT----- r ------ ( r-----L--� I ------- CONNECT DL 12"NE t W - - EXISTING STORM DRAIN S. NOTES ON DETAIL 1/5 EX. CB 8'W THROUGH - -- II -- - - - - - ---- - -------- ------- --- --- -- --- ----------- ----- =0.37%-- �Eij- i -�- --- -T451�=L4 S=O.i7S - - ---- - - --�22--LF-�N• - = 0.12% - 77 if-24 CPEP S-0.1 181 1F-24 CPEP S-0.1 - - , ---- --- -- --------------- - ----- - U ------------- --------- U 00 NE.W 48• N CB /6 W/ NEW 46'TYPE N CS/B W/ _ ___._ __..-._._-_------.---_----- -- REMOVE EX BRICK MH k LACE W/ 45 IF EACH PIPE O SOLID ING COVER SOLID LOCKING COVER REMOVE IX BINX MH& CE W/ NEW TYPE 11 C8 /12(10'LT 4.) S-0.67% EX. B S a0 RIM 27.5 RIM 27.7 .IOW 48"TYPE N CB /10 /SOLID LOCKING COVER RAM 28.71 (SOLID LOCKING N I.E.21.85 4'N k S LE 2200 24'N t S RIM 2&17 LE 2255 24'S k N USE 20 LF SECTION 02J 0 DA7VY 6(8P I.E.21.85 2'W LE 22.00 8'E I.E.2230 24'S h N LE 23.5 8'E A W OF SO PIPE UNDER � NEW C8 7�STA 1 12kRT ' 0 z 700 CONNECT OTFIER IX. SD PIES + RIM 29. Z a -A I.E. 23.63 8'NW "MH TO EAST n I.E 23.30(2�18'W 7 U i I.E 2130 24 E • _ s a N IZ 2&20 8'N r o A J.$ LAKE AVL I PN ST. 55+00 36+00 57+00 58+00 Of w "+Do l00+w 100t90 SAE a CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ' HORZ. SCALE: 1 _ Sro"A`£N S. TOBIN ST. - LAKE AVE. q VERT. SCALE: I' = S' L ealms 1011•97 � STORM SYSTEM IMPROVEMENT PROJECT N DATUM: N.A.V.D, 88; PER C!TY OF RENTON BENCH MARKSu DESIGNED: SW DATE: 7/12/ti6 PEE NAME; 8575$D ' 0 20 40 60 DRAWN: MM rw�-,y e�� YN GRAPHIC SCALE CHECKED: SCALE: 1•- 20' ritDB T: 3 OP 629 L- B - NO. REVISK BY APPR. DATE APPROVED: SHEE . 6 W Ld 1200 I pN I I W N ?I W�' NO ADDRESS I 150 TOBIN ST pB I EX MHTTDIOREMovEo ILLI o m _ I It 1�-81:r_�$W TOBIN I I pzzo v' I --- I.E.�. C.s. REMOVE EK CB k EX 6� SO 6 OpryC.N.WW 2288 yy88 � �� W/�1V � /21 /216 TOBIN ST 1161 SH ATTUCK CON E.�26.08 a C8 26 TOBIN STTOBIN 5T NO ADDRESS L 1 W. _- .81 I I..6 ONC. - 1 Cl -T. ASPriA�.i �Z I coil B 1 ASPHALT ._-___ O I ASP�iALT I O- - - •--'1• _ -_ _ _ '� _-__-_� UP REMOVE EX 1Y CMP CONIC-WALK �-_- LOpC CE -_._- - _ _ _ 12-PVC -- -t REPLACE W/ -- ------- - - ---- -=- - - - - - - - - TYP ______-._ "`r"1".'. I I - UP ..ONC. WALK I i oJI CONC.WALK ^ E - w u 12•C.I. � w w � w _.i'�"-r-�1.'C� _ _- _ _ _-_-��_-_-- --__- C� �UP CONIC. WALK- - Y FOAM t REPLACE W 4 • LF-12•CPEP`"/ o v ° 6'IP GAS ° N / _ - REMOVE EK SD t REPLACE - REMOVE EX SD IY aP w i c 29-IF-8•DI / REMOVE EX.$0 8 - - - � - - - _ _ ° _ _ ° W/150 LF-24•CPEP u t REPLACE W/ & t REPLACE W/ EX Mn TO BE OYED 58 9.23'E 741.62•CALC_ _ _ ° - 29 -8•DI 184 LF-_24_GPEP ° 'IP GAS -u; ss s 1 - - - _ o c - -- 8 : � A �/ S NEW CB/24 8 � ° - - ---- - 1 °- - NEW CB/19 12'Cl REMOVE EX. SO a NEW CB{2 !.'R8 _ t REPLACE WJ 10 LF-8 CPEP REMOVE EX SO t REPLACE - - - --- - --- - -_ _ -c- _-2"P - ° =A-.-- -- --- --_�_�.-24 CPEP W/133 LF- 24'CPEP REMOVE EX SD t REPLACE -- -- - -- C WALK t0 -8•�� J l - _------ .- __- __-, _ _ _ . - _ _ -___ ONC GIR-3 > W/10 LF-18•CPEP REMOVE EX.SD t RE•PLACE W - -- _._ ® CONC. WALK -_ 10 LF-19•CPEP u REMOVE ♦P O n ?�- ��#20, ' �� -�� _CB�2 n�._ CONC.WALK -�-C aeEw O CB , m n b � m 2-•� __.•a`•_-_--_ _EW CB 2 �m t _� '' A '-�� a U�It�ll NEW CB P8- CONIC, WALK O a �t 8•$D n 1 I I �aY N C g CB RIM- 91 - _ DD E �� EX CB TO ! I.E.6 CONIC.N.E= 7.83 ' I.E 1 1. ... -ALL ! - + i i ,, I ,r1A ON_.K wA O 'D &m 3�i� E pp��yy I ,� I LE. CONIC.E-=26.31 _ - - D C -_._ __ O I I:E 12-Bi.E.a T5:97 I I 4 _ _- _ - I.E.6'PVC S.=26 31 "! 5 u ti #117 #125 I.E.e'cPEr N.�26.3 � 1 EX. BE REMOVED ...-.-_.-. . AS L:' Q � I- O TOBIN ST ( TOBIN ST #129 y7D1 - T u 30 co Z - I TOBIN ST •,0BIN ST I TOBIN ST _ TO � �/ I CB TO BE REMOVED p RENTON HIGH SCHOOL - _ _ uj RENTON HIGH SCHOOL S /RENTON 2nd ST /215 I.. W. 6.94 /400 2nd ST iV Q ( I I.E.8;CONIC.N.=27.24 Z TOBIN ST I I.E.a p.S.-27.54 J H Q m 29 LF- 8'DIS=5.14x 29 LF-12•DI S- 2-59% I I USE 18'SECTION FROM CB /26 . CONNECT N END TO EX CB - I TO SOUTH OVER EX 12•W. 29 LF-8•DI S=200X MATCH EX I.E.OF 12•CMP. 29 LF- 8'01 S-0.34X PACK VOID BETWEEN NEW SO AND USE 18'SECTION DI FROM CB/29 USE 18 SECTION FROM EX CB TO NEW TYPE I CB#23 USE 18-SECTION FROM CB 023 EX. WATER AND GAS UTILITIES NEW TYPE I CB TO SOUTH18S OVER EK m C ' SOUTH OVER EX. 1VW RNA 28.3 TO SOUTH OVER EX IfW WITH ETHAFOAM OR APPROVED EQUAL PoY 29.2 I.E TO MATCH EX SD I.E NEW TYPE I C8 j26 IE.27.33 MM.6•CLEARANCE OVER EX GAS Q (APPROX.26.4) NEW C8 RIM 28.7 NEW CB/24 /21 I.E. 25.3 Q NEW GB 027 - -...-- - f------ ----- - -_---�---- --�- - -_.___ ._. ---'--- -- 'xi' -- -- ---- ---- -'--- ----. -- - - - - 12•CMP NEW TYPE I CB 022 : I CONNECT EXI SD TO CB--' -----�----- �---- 10 NEW TYPE I CB #20 STA 101+11, 22'RT I RIM 28.3 I - _ _ � M i I LLEE1 24.8 O I.E.27.8 25.6 i i j CONNECT EX SD TO CONNECT EX.Sq TO CS N -------- IYPE ---- __. -- 2 I CONNECT EX SD .. TOLE-8'CPEP 5-7.20x EX.112�W -� RIM 28.7 i EX. 12'W NEW TYPE I-L;CB#28 W 101E-8•CPEP _ TO CB I I.E. 24.50 1 j EX. GAS - RIM 29.2 N W EX. 12•W S-4.00x EX. 12'W I I.E. 25.00 18'N W EX. ABANDONED''GAS EX. GAS { I I i EX. ABANDONED GAS-- I _ - !n EX. GAS 1 EX. ABANDONED GAS I I I 10 LF- 18• S-1.905 I I' 10 LF- 18' CPEP S' 1.60T _--- -- --t I--T' ---- ----------- ._--------- ---- ---- - ETC"t2'S5 _._------._.---- --{;7� ---'----- -- -'---------------#---------'----- - ------ ({j --------- 'I EX. 12"5�-- I NEW CB n9 EX. GAS I EX.�BANDONED GAS '_JEX. If SS I IB EX 12'S5 I EXISITING GRADE AT I I ( II I CENTERLLINE OF PAVING I I I I 1 -1--�----- --i i C8 - -- -- -- ---------- --- !84 211 84 LF-2 S-0.12x u 145 LF-24'CPEP S-0.10z 133 LF- 24' S-0.20% --U ---- ---- -- LF=24`CPEP S = O. - - `-�T'L� .O' EXISTING STORM DRAIN O + _ __- _ REMOVE -MH t LE-WJ-_.....----_.-_ _._ ____ _ _ _______... __ { AFM VEEX_,MH k_REPLACE _ ___.__ ___ _ _ __ REl/OVE.EX_CB.t REPLACE_ _____ _._______._ _ _ .�} O NEW 48" 11 CB #19(12'RT) REMOVE EX. H t REPLACE W/ NEW 48•TYPE II CB 124(12 R'1� NEW 48'TYPE II CB/27(1 RT) I ID W RIM 28.48 SOLID LOCKING COVER) NEW 48'8. NCB/21 CRT) RIM 29.11 (SOLID LOCKING VER) RIM 4.34 (SOLID LOCKING VER)�_�i 2 w Z I.E. 23.40 4'E h W RIM 28.77( LOCKING COVER) I.E. 23.81 24'E t W I.E 24.34 247 E t W I.E. 23.55 2 E t W I.E. 23.81 12•N I.E 26.75 8•N I.E. 24.40 S Z a = GAFVM eev I.E.25.18 "N I.E 24.88 8' S I.E 24.31 18•S I.E 24.84 18•S J ' � 16.00 '� Q iU- d R. O ' tm+00 102+00 103+00 10"W 105+00 Oa WAew, 105+00 � Q•�r4, � 3 CITY OF RENTON 9� clp\tyQ DEPARTMENT OF PUBLIC WORKS ' A HORZ. SCALE 1" 20• �QSIONAL�G S. TOBIN ST. - LAKE AVE. : = VERT. SCALE: 1" = 5' e 1at>4 STORM SYSTEM IMPROVEMENT PROJECT DATUM: N.A.V.D. 8& PER CITY i,F RIDNTON BENCH MARKS DESIGWO: SW DATE: 7/12/96 FILE NAME:6575SD �uuuuu DRAWN: M 0 20 40 60 -GRAPHIC SCALE CHECKED: SCALE: 1•- 20• 629 NO. REVISION BY APPR. DATE APPROVED: SHEET: 4 OF: 6 Penhallegon Associates Consulting Engineers,Inc. Engineering •Planning •Consulting Mark A. Aasland Senior CAD Drafter . Phone: (206) 827-2014 • Fax: (206) 827-5043 750 Sixth Street South, Suite 200, Kirkland, WA 98033 S � nn �� n//�� MM(�nnnn //�� nn e L IEME l (W �QLr,�LIV U LIW��L,".�L� Penhallegon Associates Consulting Engineers, Inc. Engineering - Planning • Surveying • Consulting DATE: JOB NO. 7 /Z r'1 loS75" 750 Sixth Street South, Kirkland, WA 98033 ATTENTION Phone: (206) 827-2014 • Fax: (206) 827-5043 1i1� gU'R RE: TO PILAara1Oe-4 /5U1uviW--A I F{.1aL1 e-- woalC-s DIEPI" Murl1��PAl. EiLrv=� . 2.00 MILL. 4,JE, So. P.>rr1-Tb� 1nlA �Jl�SS WE ARE SENDING YOU 154Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO, DESCRIPTION 1. t-1e- — L to FEEL_%-A I Q&A- THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution 'As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS PeAW tA& 44d2- S W I S TIRE 5tAf--4" XR -,F MA4146 4-575sD Is TWE PL P,/R ORL sr1EEr-t-, t�2�ey►r,,n1� �s7sw1� 1S 7�E �� -�E.'�r D12o.k►,�U lost sz�r �5 -rN►�' fly,►L.. SNIT At 6-P 1 4L.La•=HE--� I S A PCfl a�l`1 GtuEsTio�S , co,.sTac-T- Mom- ort Mo,.spWy . COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. L I 85 TOBIN ST. -- CB RIM = 29. 86 i CB RIM - 29. 64 1 . E. 6"C. N E. = 29. 0 , �? . E. 8 PVC. E. - 26. 1 \3 o 9 I . E. 12 PVC, NW. - 25. 1 CB RIM - 29. 87 I . E. 12 CPEP NE. _ 25. 3 - 10 + 0 T IN T = I . E. 12"CPEP W. - 25. 1 I . E. 12 CONC. S. - 23. 5 9+ 18. 64 LAKE S . E. 12"CON C. N E. = 23. 3 CB RIM - 28. 91 x I . E. 12"D. I . E. - 25. 1 1 „ v a o I .E 8-"0ON C. E. - 23. 5 AB AN ON 302 I . E. 8 PVC W. = 26. 61 06 - 28. 71 °� I . E. 12 PVC. W. = 2: . 6 x SDMH RIM= 29. 02 _ I . E.'8"PVC. N . ="-[25. 5 ABA ) �� N. - 23. 0 CB RIM = 28.�31 _ . E 6"CON C. SW. - 2"+ . 2- >_ �� , o v I . E. 12 CON C. S. - 23. 4 S. - 23. 0 . N . E. 6 C...E: 26. 8 N -- 1 . E. 12"CON C. N . = 23. 4 N. = 23. 7 � `' I . E. 12"CPEP. SW. - 23. 2 fit. 2 6�--- I . E. 6"C O N C. W. = 2 3. 6 ; 13 ._,,,, CA00 \ 1J UV coN v, , BM #629- 26A 0 / c aYv3gutu9tz3:»;h'/'.yti*xAS4'wn4Yifs+l .c-.z;,: x+5''!'2s`nr•1'.3:.n7 \�.. Y I N I ' 111 * • S�1 •HI . BK WAL K n ELEV. 29. 46 � IJ • YH► _ -` -- QO W • f Wp 12 ' CONIC. � .� � cols k x -� r� �, � 1�., �. P A D C7 N _.. , . X • �`' .. '' '^.. c>dF :}fir ... • �.� -- --- -ill 7 o .- � J . 12' CON C, O 8„ -ss --_d_ N S S - <!o .: ss 8 WATER x. .ss r.M -�-- W v)) 60 ct .ass$ N a TER 0 X 8" WA � i'A LC) �• W Y 8 - �' sl 28 5 s � x no N EP ASPHALT CB RIM = 2 9. 2 co�-�' =' � .,..... ......,.. . � � �o, N 1 . E. 12 W. - 25. 1 >> _ CD SSMH RIM = 29. 64 1 . E. 12 E. 25. 2 ��" „ 0 X v » - I . E. 6 NE. = 27. 2 �; 1 -� I . E. 12 PVC. W. - 21 . 8 #105 �. ,� � 41 � �co c _ t 1 �, c� 1 . E. 12 PVC. E. - (8 H2O RUNS 0 � ; r-N� 21 . 6 TH OU GH CB I . E. 8 PVC. S. - 22. 0 '`' N I . E. 8"PVC. N. = 22. 0 m K CON w � 00 -o 00 -o u N w - 99 t v " o I 0 l A SSMH RIM - 28. 81 0 J I . E. 8"PVC. N . /S. - 22. 6 cn I . E. 6"PVC. E. - 22. 8 #108 � IV C B RIM - 2 8. 3 0 TO B I N S T : x I . E. 6 CON C. S. = 27. 5 Cn N `' p °b pp moo N < < c ot�� -- zot C) C7 cu 0 < , CB RIM = 27. 84 n c j c m �N I . E. 6 N . - 26. 99 n .k, o z 0 0 6 PVC CA o SDMH RIM - 28. 48 . E. 12 C. I . W. = 25. 58 ` ,� v CB RIM = 28. 03 1 . E. 12 C. I . E. = 25. 68 1 N i;?.ai:`yF�%�,<'Sw.',,^ ... [IFS - „ x -�-- a9-u_'X I . E. 12 CMP. S. 25. 93 I . E. 12 CMP N . - 25. 18 nN ,` u I . E. 8" CMP. NE. = 26. 03 G- ap cP - r- � CA 1 FXI s x G) mNc� o dWO «Zl �N J CoN O _ co � m = G� D 0) 0 N00' a CD X � ---- 3� '. o � N�' Cp -Q 1 0C/) U) mw w I �N r 00 ,l �� x CP � X Q0 • Q0 000 X N r cam' =vim = CD , O , t 0 Q0 G�. z v t cf� o m�N m N �0) • v N N Q0 � � SOD �No� CD 1 33, 33 I! 1 I 30 , I #100 S. 2ND ST. WATER 30 Z M.H.'s 'I #110 RAINI REMOVE EX. CB SDMH RIM=28.54I ER AVE. I''7 I T -- I W & REPLACE W/ CB #37 EX. MH 0 B E + E.15"CMP.N.=2i;5 I REMOVED " CB RIM=28.00 CB RIM=28.89 I.E.15 CMP.S.=2, 5 " - EX. MH TO BE REMOVED. ~ I 1 I " SDMH RIM=29.19 I.E.12 PVC.E.=23.8 W �. I.E.fi CONC.NW.=26.9 I.E.12 PVC.W.=2 .0 hi EX. MH TO BE REMOVED f.E.15„CMP. S.E.=20.8 I.E.12"CMP.W.=23.7 SDMH RIM=27.91 = ! ` SDMH RIM=29.32 I.E.15 CMP. N.=20.8 I.E.15"CMP.N.=21.6� (n I I I.E.15"CMP.S.=21.6 °� I.E.15"CMP.NW.=20.6 I.E.6"GONG. W.-25.7 . I } C.B. RfM=3 g I.f .18"coNc.s.=zo.s EX. MH TO BE REMOVED �XI *T I.E.6"CONC.E.=25.2 REMOVE EX. SD W 0 37 D I.E.6"CONC.SE.=26.1 (FIELD VERIFY W/ ENGINEER ( .) & REPLACE W/ ` V) I.E.6"CONC.E.=24.0 y TO CONFIRM PRIOR TO `� '�� •` , . 49 LF 24" CPEP I I.E.6 CONC.W.=24.9(AB '�tMOYE EX. $D ) I I I.E.6"CONC.SW.=25.s REMOVING & REPLACE W/ D •, EX. R MA y._. - I _J MN °' f I �„ 28 LF 8" D.I. N RIM I.E-18 CON C W=21 4 E.1 _ - - - C N. 2 - ___ _. _. _ __ C __ - Otv T. , I.E.24 CONC s. 21 REMOVE EXIST. THE & �__ __.._-_ .� _�___ _.. ____ ____..._ _.___.._�-.__�___- - ---- REMOVE EX. SD REPLACE W/ NkW EE REMOVE EX. SD A.T.&T. FIBER OPTIC CABLE PER DET SHT. I / UGT u -�C �- UGT t1�T --- - ucT --------- uc? ucT _ ( -- -& REPLACE W7 A.T.&T. FIBER OPTIC CABLE uGT I z I I f 110 LF 24" CPEP 178 LF 24" CPEP " CMP rn ' I PLUG E D , .. " 15 24,, + ABANDO 6" SD I cON , N N w SO W/ CONF �c �--NEW CB #2 S03'21'39"E I r' REMOVE EX. SD o NEW CB o 0 613.64' REMOVE EX. 6" SD & REPLACE W/ o - & REPLACE W/ E " i 27 LF 24" CPEP REMOVE EX. 8" SD NEW CB #4 30 LF 8" CPEP 8 I EW CB #1 g / 8" WATER _-___._-____ & REPLACE W .._tF_8„-_. �_ _ ____. w -- -._._-- w W - --- ._ .- -_-. � -- w ...__� �, _ w w w REMOVE 18LF (2 SE s - X REMOVE & EP CE - EX. CONC. SiDElWA - .._�------ -- ---------- --- ____..-- ------ . -_-_-__.- _.. __ __ _.__ ___ -- _ ._.__ _. .------- __ .. _._. ._...- -•--- _ ...,._ 21LF CURB & uGpUGIPREPLACE W/ NEW C. _ 4 �' GUTTER ua� J P SIDEWALK ! ! ii �` 4 ` �� -� ��. s� �� -w..� �� ------------ REMOVE EX. SD 1 . APPROX. LOCATION FIBER i I & REPLACE W/ OPTIC CROSSING. USE EX. CB TO BE REMOVED N ,I PER W.N.V _ L.__-__e.+ 62g_2b 18 LF 8" D.I. EXTREM AUTION ZZ & REPLACE W CB REMOV EX. SD ? I cw�!s.so. ;�__t;. E C _ ' C RIM=28.89 � 'Eu.- 29.27 CH RIM-27.97 CB RIM=26.81 / I D & REPLACE W/ I.E.8"CONC.W.=244 23.E � " c. 6 C.NW.-26.9 !.E.6 CONC.W.=25.6 O I.E.6 CONC.SE.=23.4 I.E.4"PVC.E.=25.8 O �, �, 80 LF 24" CP REMOVE EX. CB EX. CB TO REMAIN. I I RENTON HIGH SCHOOL - c ` GA PAIN & REPLACE W CB b fJ I / # REMOVE EX. 8" & if I I - » I #400 S. 2ND ST to Ik m 1 ! CONNECT NEW 8 AT I #200 S. 2ND ST. W Z I SAME I.E. Z c, U I f 30 I 48 I 18 LF - 8 D.I. S=3.33% USE SINGLE SECTION BETWEEN I 28 LF - 8" D.I. S=2.14% CATCH BASINS 04EIV r�- I 7 NEW TYPE I CB #36 RIM 28.o9 ,0-� RIM 2&89 �'- I.E. 26.80 � • 2r�, 2cg REMOVE & REPLACE . - - ---- ----- -- - --- _.. .- - - - - CB EX CB W� NEW TYPE I #5 s REMOVE EX. BRICK MH & REPLACE W/ j RIM L, NEW 48" TYPE II CB #1 W/ SOLID LOCKING COVER I D REMOVE"EX. CONC. MH & REPLACE W/ - I.E. 22IIV �2- i 5 CONNECT EX. 4 E . NEW 48 TYPE II CB W SOLID LOCKING COVER RIM 29.32 " ► j EX #3 / VE RIM �� I w I.E. �� 24 S & NW 21-11 CB #3 ; _ " J 25 Ek Sp Q I.E. 24 S & N 2/,�. r - V I.E. 8 sw - 5, 3 _ __. __ - - —---___ - _ _ �- ----- - - -- ._ _.__.- - -- -_ _ 40 EX. 8"W CONNECT EX 12 W /.E- �/• `'�4� I w { I I CB #4 i cwn I � � rL EX. CONC. MH ! NEW CB #1 I EX. CB CONNECT NEW 24" N j EX. 8 W IL dt MODIFY CONC. 20 REMOVE EX. BR_ICK MH & REPLACE_ W i I I I I EX. 6" SD USE 20LF SECTION __ - _ _ -_ I _ _. _._._,NEW 48" TYPE If CBS b L KING �4VER -----r-_._.._ __ f 25 - - ____- --- _- -- 25 . CHANNEL IN BASE I I I OF SD PIPE UNDER EX. 8"W TO FIT NEW PIPE. NEW t RIM 29.19 ! I ( 8 W (W/ MIN. 6 USE 20LF SECTION _ - OF SD PIPE UNDER i I E. 24" TO MATCH I I.E. 21.20 24" SE & N 2/,lc9 I _ CLEAR DIST. W END I.E. OF EX. 18" CONC. N. I CONNECT EX 6" W EXISTING GRADE AT I - of �' ) / " » 8 W W MIN. 6 - I AT CB TO EAST ( / t CENTERLINE OF PAVING I S=per CLEAR DIST.) W/ END I I =, -- Y _ _ _- _ _ _ -_,___ r 1 � EX 8 SD � �', 43 yo B TO EAST II EXISTIN STORM DRAIN I ( of I 1 I EX. 8 W 0 C _ _ 110 LF - 24 CPEP S - 0.18X — l --- " �►A � (( 178 LF 4" CPEP S = 8:��- 78 LF 24" CPEP S =-8t� o gJ I I 80 LF 24" S=0.19% - — >L� � I — . I 20 EXPIRES 3-- I REMOVE EX. BRICK MH & REPLACE W/ o I 27 LF - 24 CPEP NEW 48 TYPE II C8 #4 W/ SOLID LOCKING COVER .�. -'�"�E' `CrG/,� 5 5�'C�rViV !.vFe I S = 0.19% RIM �91 ?7,7� o' I/DT •�t5,8 / T ~ DATUM ELEV , ! I.E. -�76 24 S & N 2/- Lo O __ 15.00 ►L •r n N o = 5 ad w BUIL i. N CV N N O ��, As Q •` 0- � ` ,� —,3J 97 cr 50+00 51+00 52+00 53+00 C� ��4 ��-, "�` 54+00 0 w 4, t k, CITY OF RENTON Am LL DEPARTMENT OF PUBLIC WORKS 3. A�'� VE T. SCALE 1" = 5' .riNAI- �.�a S. TOBIN ST. — LAKE AVE. V) L �' —'t -----• STORM SYSTEM IMPROVEMENT PROJECT Lo CD DATUM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKS DESIGNED: SW DRAWN: MAA DATE: 7/12/96 FILE NAME: 6575SD 0 2GRAP1iIC SCALE 60 CHECKED: SCALE: 1" = 20' FIELD BOOK: 629 U NO, REVISION BY APPR. DATE APPROVED: SHEET: 2 OF. 6 DIRECTOR OF PUBLIC WORKS . 1 i EX. CB TO BE MOVED I ' 11 #85 TOBIN ST. ` & REPLACED W CB16 , CB RIM=29.64 #85 TOBIN ST. I CB RIM=29.86 I I " 1 y I.E. 8" PVC. E.=26.1 I o I.E.6 C.NE.=29.0 1 EX. CB TO BE REMOVED 3 0 a I.E.12" PVC. Nw.=25.1 s �! 0 BE REMOVED , � _ 3 0 EX. CB T _ ( I.E. 12" CPEP NE.=25.3 I CB RIM=29.87 _ I R AVE. � 11. I:E.12"CPEP W.=25.1 # 104 RAINIER AVE. #100 RAINkE & REPLACED W/ C8 NEW CB 13 j I.E.12"CONC.S.=23.5 ' 9+18.64 LAKE S CB RIM=28.91 • ,DAD, ICASA II LENGTH OF 110 RAINIER AVE. / FILL FULL EX. MH TO E REMOVEi� " � I.E.12"coNc.NE.=23.3 EX. 6 W CONC. 1 6 I.E.12"D.I. E.=25.1 /E1 "- I I.E.$"Pvc `�.=26.61 • SDMH" R!M 8.17 I CB RiM=27.60 D - __ � !� SDMH RIM=29.02 BE REMOVE I:E•$"coNc.E.-2315(ABAN_ ) -_ �� { CMP.S.--21.s7 GAS SERVICE THROUGH , I I EX. CB TO LE 12 PVC.W.=23.f > EX. CB TO BE REMOVED I.E.15 = I.E.12"CMP.w.=23.17 +� LE.s"corvc. E.=26.4 SD TO BE RELOCATED CBS 5 71 REMOVE EX. ,C8 !.E a�PVc.N.=2s.� ABAN N )� ` �� I.E.12"coNc.s.=23.4 r __4 I.E.6 CONC.NW.(PLUGGE ) _ I _. ( I.E.12"CONC.N.=23.4 = W. .2 dt REPLACED W CB 1 _ �_ -_ ____ r BY OTHERS I.E.12"c. N. 23.0 CB RIM=28.3� I.E 6 CONC.S C� / _ 1 6 N ► I __ _ " =21.97 _ I.E.12 CONC. I E 6 CONC W A 1 E.12 C 5 -23 0 --- �'`' I E.12"CPEP SW.=2 i� 6"C ' .E. 26 8 2 8 g. RlM=26.64 - . _ _ -- 1.E.8"CO _....� _.... 25 IE W =237 C.E �' � = 3 6 A O r -_ _ . - _-----_ _ - _� _ .. _ _--_- - - - 6r�--- _ _- --- Z I.E. a C.�. REMOVE EX. 8" SD & LA I - N p BM 29 m " f _,.�., -- -,- ' - REMOVE EX. SD C8 2 EX. do REPIAC GTHw,tr^�< 12 LF 1 CPEP 4 <P _.. _.-.---_. . __._.�____ __-_._�___.___ _.._ . 2 E +13.6 , . REMOVE _ 56 _�___.- _ _- _ - ___ -_ _ - a9 � _ I _ ._-w.-- ! _ _ � RED .__-_____ _._"___ ___.__�- _..__.-._ �..�Y.._ CPS. _ . G - UGT GT _ ---+- t)GT `1 Pl' UG7 UG' + { - - - PPROX. LOCATION FIBER Gr ___ - C�1 NEW CBS 15 o --r- U 4ea , ___________ _-_-_._----- ---� T 2' CONC G --- Q __ _ G - D` X � .�G- ___ uG CA � % __ ,�.._� _-__-_ -.-•� ABAN. USE EX FIBER oP¶cS -- - R - ASPh A� _ A`�&Y t�GE a T h NEW CB #10 �' REMOVE EX. 6" SD & ` ' ::_ _.-- --------- h _- uGr -- - -, � N01.38'07"E .� _3 00' REPLACE W/ 33LF 8 CPEP �� cpE v., u $ o ``3- - __.___ __ o REMOVE EX. 6 SD PIPES REMOVE EX. SD PIPES o - `� - "Ur � 14 LF - 8" CPEP o » �= �'- `� ""- CB I I 3 _ " & REPLACE W _--- & REPLACE W/ (2) I z 12 CONC. EW I s Pvc 30 LF 8 DI " » I SEE*DET IL 1 -�cr-- NEW C8 # o REMOVE EX. YSD (� "' ss _ - 12 LF - ____ PARALLEL �45 LF - 18 I� c G -- / :4Pvc REPLACE <., - _ " VE EX. S _ ___ w w w ss 8" WATER CJ ss � � 8" PVC to -- ss REM �}, � - 24 PEP __ C� saN W& REPLACE W/ 75 w _.__-.- - _ � - �, l9 ,3' `� - "' w 8" wAiER CD CPEP __ __ _ _- .. -__._.w. ._., EP �__ __..-_-__ _ . �__ _._- - __. _ -__ _._ ...._-�:_.�.___._.___-__ 4 _ _ - w - 8 CPEP _____ .__.._..;_ . _ - W CB H -� '_�__ __ - _ `y AE 30 - ----- ----- NE 1 , LF _ - - - CONC. WALK _ _ -k EX. CB TO BE i �" --- - -- w CONC`,C'URB GYP. _- . _- . ----- -___ -•----- _--_____- _.._ __ ---- -------. _ _ _.-- - --- - _ _ - - _1. - - t -- f�ieeill�t/ CB CB RIM=29 24 c -_ CaI'� NEW _ ,.._ - - •� -__ -_ 1 I , T SSMH IM=29.64 . _._ �' 1 i.E.12" E.=25.2 I.E.12"PVCA=21.8 _ \ I _- \ \ w ---- _ -r--- _ , ° ,�,_.._.. •t� - EXIST. �` ` #105 8" W. RUNS ? - ...•»- BLDG. T I.E 6 NE 27 1 ,�,.�_,. ,•° ( YP.) ( `f I.E.8"PVC.S.=22.0 CB IM=27.97 TOBIN ST THR.411CrH_CB I i; I.E.B"PVC.N.=22 SSMH RiM=28.54 I __ I U. I.E.8"PVC.W.=22.9 , --_-.-_CJN�. .y� 1.E.8"PVC. N.=23.8 JU " D.I. , I.E.B PVC.E.=22.9 I 6 SSMH RIM=28.81 < 30 ► I 0. " _ NEW CB ;, 17 f` }; I.E.e Pvc. N./S.=2.2.6 I I.E-6"Pvc. E.=22. #108 rn 01 I .30 TOBIN ST z CB RIM=28 (n 102 LAKE AVE. # +r c�=� r -- I.E.6 GONGS.=27.5 I I _ �, I REMOVE EX. CB I �10 C) I �! ! REPLACE W CB 18 iz / �+ ( " I SEE SHEET 4 MATCHLINE 100+80 � o � � ...,. <I N RENTON HIGH SCHOOL i 1 I CB RIM ; x �' ° NC #400 S. 2ND ST. ! 1 I I tli I �11J0, `z c I x If '-•4O if /e//�? 30,1 �i I II 61 p 00 fl Lot NEW TYPE I CB 13 /g�r`8 �' �' REMOVE EX. CB RIM 28. ¢• 64 ° � REPLACE W/ TYPE I CB #18 NEW CB O9 STA 54+79 22 RT I.E. U7 8" E ,?6,3� R M TYPE I CB 1 14 _ rf . 2,,3.,��' /�� RIM 28.�-,e6�, REMOVE & REPLACE EX. CB ? .. _ �� 28.5-:r. � > :?, 1.E. 28 i0 ?�, W/ NEW TYPE I CE3 �E7 RIM 2. .c5 � ..�., •�` .� �� I.E. 26.50 •'S�5.'' � EX. 6" Sl; y RIM 2&7 I.E. 22.35 c�3,c "' Ct T- T I.E. 22.0 ?3.6 �• REMOVE do REPLACE EX. CB W/ tl PLUG END- SETi N , CB GRATE TO ALIGN W/ ! �, NEW TYPE 1 CB 11 i NEW CB #10 EX. ABANDONED ! X. GAS I FUTURE CURB EXTENSION ew EX. GAS. PACK VOID BTWN• ( 22' LEFT OF I �• RIM 27.60 d ,, 6" W CONC. ( ) ,,�- I . / f NEW SD AND EX. GAS W w w , Ct ; I.E. 23.W4:?5 2✓ I / ; '� W ! _ + 2 I ► EX. 8"W = . ETHAFOAM OR APPROVED EQUAL --- --- -__ _ .-_ ._ ----- - -- - - w __ - _ _ - _ . __ _r_ _ 25 5 - _. - - _t -t. + � r ,�.° o EX. 8"SS � � ._ . ABANDONED ► » w ! �, of•� ( O O 30 LF - 8 DI w aAS LINE I = w w NEW CB 1 CONNECT EX. 6 ! EX. 12" SD S � � � USE 20LF SECTION " SD TO CB ` USE 18 SECTION FROM NEW TYPE I � #16 NEW C8 #15 1 I MIN. 6 CLEAR » 1'4LF--8 CPEP ! lJ RIM 29. 4 1 » �, ' OF SD UNDER 8 W f EX. 12 SS OVER GAS UTIL. 4 TO WET R I VE CB 1 S OVE Ex. 8 �SD I tl" tl 2� » 7 ; ��, LE. 26.6 / _\ 25 _ __ ._ / CLEARANCE)__ _ _ _ __�_-_-. _ �__ _ _�_ _ _24 _._-__-__-._.__ ___ - . ___ _-_-- , ____ _ L - I USE 18 sEC110N EX. 8 W k:x. 8"W W/ END AT CB TO EAST 12LF-8" CPEP _ - _ _ - - - ` 4 � I I FROM CB 18 T 12LF-12 CPEP ,, -� _ NEW CB #12 i » I ( N C8 #17 S-1.877G - - - - _ _ , - ` NEW 72 TYPE II -CB #15 SOUTH OVER EX. NEW CB .(` !. - RIM OLF-8"CPEP E . 12" SD I LE. 2368 24" S23•� ► I I 15 LF CONTROL S=0.8m c.',43' ,q EXISTING GRADE AT ; EX. 8" SD I i ; I I 1 Ii- DE NSITY FILL I- 18 E I.E. I E. �� 2 E L E d� A N i --- I E. -=S t - - - Tf J 4 ( tl ENCASEMENT (- CONNECT EX. 12" NE & W Ex. CB 8" W THROUGH C EXISTING STORM DRAIN (( SEE NOTES ON DETAIL 1/5 OTTOM 25.2 - - -, 2&.91-- I �4 ; - _ -- I AMC 75 Z ow _ » i�5 - 24 EP S 0.17% f r _ -24 -CPER-S 0..'�791f�--� )X 77 LF - 24" CPEP S 0125 �+ 1fi1 LF 24 CPEP S = 0.1919 (2) PARALLEL 18" {:PEP 45 LF EACH PIPE o N 0 NEW 48" E II CB #6 W/ �- NEW 48" TYPE it CB #8 W/ REMOVE EX. BRICK MH dt REP CE W/ 00 0 SOLID LOC ING COVER SOLID LOCKING COVER NEW TYPE II CB #12 (10' LT F ) S = 0.67% v>4-�� + RtM 1,7. RIM � �- REMOVE"EX. BRICK MH & REPLACE W/ EX. 8 SS �• » M NEW 48 TYPE it CB 10 SOLID LOCKING COVER RIM 28.71 (SOLID LOCKING C R �� : ti o � l.E. • 4 N do S 2l��5I.E. 22.9� 24 N do S RIM 28.17 ��.�� I.E. 22.55 24 S & N e�.� � y � USE 20 LF SECTION DATUM! ELEV I.E. 2445 2 W 23,05 I.E. 22.00 8 E e3.:f� I.E. 22.30 24" S dt N � - I.E. 23.5 8"� �t W 04,24 Z OF SD PIPE UNDER a, NEW CB 17 O STA 100 35, 12' RT o Z 15.00 ' " +uu ._ CONNECT OTHER EX. SD P PES ,,,� 23,�j �' ccr) RIM 29.# '' " Z a = /, ', 22, (o f3" SE NEW MH TO EAST In cm0 In a, I.E. 23.30 2" 18 W J o a, I.E. 23.63 8 NW M o ao � l034t N N N I.E. ) w ad r ad ad v; » U E. 23.30 24 E o = S Q N N N N ,� L� N v, I.E. 26.20 8 N o -`�8 LAKE AVE. TOBIN ST. a 00 55+0fl 58+00 57+00 pf vdH! -,y `"' 59+00 100+00 100+50 cc ,boo, C� Fl It CITY OF RENTON �727 DEPARTMENT OF PUBLIC WORKS o HORZ. SCALE: 1" a 20' - i ��s � 7 Z , 3 " - _.. _ _. S. TOBIN ST. LAKE AVE. o ,Q VERT. SCALE: 1 = 5 �EXPIRE.S 10/16/ _, ,�, cal STORM SYSTEM IMPROVEMENT PROJECT DESIGNED! SW DATE: 7/12/96 FILE NAME: 6575SD h DATUM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKSunu DRAWN: MAA rn0 20 40 60 CHECKED: SCALE: 1" = 20' FIELD BOOK: 629 i GRAPHIC SCALE NO, REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 6 DIRECTOR OF PUBLIC WORKS tl , - ; EX. CB TO BE REMOVED & REPLACED I W/ NEW CB #3 I CB RIM 29.8 I.E. 6" PVC S. = 28,97 I B 30 EX. GRADE I � E REMOVED & �. CB RIM = 29.73 EX. CB TO -- _ ---- -- __ -- ____ __ --- --- ------------__---------_ _ _ I.E. 6" PVC S. = 29.08 REPLACED W/ NEW CB #33 w ' I EX. SSM H I FND +I! & LEAD 0 NE. C 28 I_ w 1' E OF IN T BW'S ELEV. _31.41 25 2 . #ioo 9.88 LIMITS OF CONTROL EX. GAS I CE3 RIM 2 TOBIN ST DENSITY FILL I' I I.E. 6" PVC W. = 29.03 I. EX. CB TO BE REMOVE 26 EX. 8 W REPLACED W/ NEW CB #35 I -- - -_ _ -_ -- _ _ - _ - - - -L ---EX_ 12 SD I - - vTcc) - _ - - -- 00 - col L L ANEW 18 SD CONC. WALK �4-------- W � C,.i=._R`E"fi�O�E:-EX': 5D & � - �.._._.� -- - ______�-�_-� ___...._ -- �� __._._.__. �- � -- --- - PACK VOID BETWEEN NEW S D - `--�-f�Ef�Af E W --cv---` _ w '�______-S0 C.�1 �-=- �--�:�--.�._ � I AND E X. S S AND W _ ____ » w w _�___._ _ _ _ _ _ _ � � _ UTILITIES WITH ETHAFOAM 50 0- 12 DI ,n EX. SD T - - - OR APPROVED EQUAL TO BE c o - - - -+ EX. 8" SS 6 I - -_ ss 12" PVC CB �''• $ low18" PIPE " PIPE 1811 EX. 12" SS -- G -- _ ss- OUT DIA. OUT DIA. I `� 4 �(/f� 1. 20 ..-._. ._ _._...._.._..-+...._ram-+_.. REMOVE EX. SD ^ ✓` .,.- ...... _. _ Au P R CE W REMOVE EX. SD do _ 5 LF - 18 EP W REPLACE W� a � 8 LF - 18 CPEP t ; , } L�Nc.► RI T EX. CB TO BE REMOVED & NOTE: `" ► _ REPLACED W NEW CB #34 ALL UTILITY LOCATIONS ARE APPROXIMATE. - c�--- - - --L, _.. � � I.E. 6 PVC N.--- z9.os / FIELD VERIFY LOCATION OF ALL UTILITIES. SSMH RIM -- 30. 2 CB #18 N I.E. 15" PVC E. = 19.02I 00 - .. ll J p 19.52 I.E. 12 PVC W.� 00 I.E. 8" PVC N. 19.42 ` ., SDMH TO BE REMOVED r.I + �RiM -_30,07 Ex 2 SECTION �� '� U P �p I.E. 6 PVC S. - 27.47 _ p I.E. 8 PVC W. -- 27.37 _ .- I.E. 6" PVC E. - 27.37• 5 SCALE: 1" 2' �''�GP �. I.E. 6„ PVC NNW._- 27.27 w .E. PVC NE. _ 27.3 {. 6" PVC N. = 27.47 -- -� ce RIM = 29.8o EX. CB TO BE REMOVED & - -� - 12 C. I. _ " PVC N. = 27.6 .REPLACED W/ NEW CB #31 �� U A2)2). Cr8 #0J I.E. 6" - W W ---mac I.E. s PVC S. - 27.7 0 2 4 s FUTURE 24" SD W ' _ J GRAPHIC SCALE SEE NOTE 2 5, Q � SSMH RIM = 30.21 `E' , 8�217 t#2 le��'✓ I.E. 12 PVC N. S. CHAN. 19.21 NEW CB #15 SEE SHT. 3 (I I,C, 99,o2 6 ON AND NOTE 1 THIS DETAIL 50 LF - 12" DI S = 0.50% NEW TYPE i-L CB 31 - - F../e USE FULL LENGTH SECTIONS ��- _ --- - - - _ G - ------(D- �S' OVER EX. WATER W/ JOINT " RIM 288 - NEW TYPE I CB #35 � I.E. 254aT 2¢-93 - TrFx..,� CENTERED BE _ -- _._d� 12._ NEW CB #30 __ _.__.. __. 35 RIM c),94 CROSSINGS I.E. 2 2?.7� d- NEW TYPE I CB 2 _ i _ _ ° SS s 1-7- RIM ZA. �`%� - SHATTUCX �� F 8 t TOBIN i 1 LF 12 DI S=t.OM PLUG ENDS OF ABANDONED w I.E. -�• �° EX. ABANDONED GAS. USE 18' SECTION FROM SD PIPES W/ CONC. 2B . _ w REMOVE AS REQ D CB #35 TO SOUTH -- _ AND PLUG ENDS 30 OVER EX. 12 W - C EX. 12"W 0 � P�/ r NEW TYPE I }C8 w RIM 22 -- V) LE. 2-9 2 ,4s/2"'6w Y CONNECT EX. SD 0 „ o I i 59 00 � TO CB NEW CB 4 / ___.-___. . 1 EX. GAS PACK 8 LF - 18" CPEP 5 LF . D EX. 8 W I VOID BETWEEN NEW SD ± o CB #16 S 0, USE EX. 6 W S = ,"✓ EX. 12 W - EX. ABANDONED I r & EX. GAS W/ ETHAFOAM EX. GAS GAS �, _._�_ I ��` NEW CB# 17 SEE SHT. 3 18 ON FROM I C8 2 TO EAST I- - - - - .�- 4.R-�93JAL- - - - - - _ - ' _.._ - - _._. - - - - - - --- - -- - - -- - - - - - - - - - R EX 8"W i (- APPROX. LOCATION OF O)tFIBER OPTIC CROSSING - BACKFILL TRENCH W/ CONTROL DENSITY . USE EXTREME CAUTION FILL FROM STA 100+09 TO 100+24 EX, fi W PER DET 2 L.J + 7 55 LF 18" CPEP S /2 o NOTES: ------ - 1. LOCATE CATCH BASIN #15 SOUTH AND EAST OF EXISTING MANHOLE AS MUCH AS POSSIBLE TO MAXIMIZE CLEARANCE BETWEEN MH AND < GAS, SEWER, AND UNDERGROUND UTILITIES. Q 2. CATCH BASIN #15 TO BE DESIGNED TO ALLOW FOR FUTURE 24" CONCRETE TO p R MOVE EX. MH & REPLACE W/ REMOVE EX. CB & REPLACE W/ NORTHEAST WITH PIPE INVERT ELEVATION OF 23.0 (SAME AS IE NEW 24" SOUTH). ap __._._.-----._____2a- _.____ _._�___.__.__-_.____ .__. _..._ N W 4$11.TYPE-ff__CB._#p_{1. -_� �_.__. _._,�.__.__ NEW TYPE I-L CB #34 '1. + RI (SOLID LOCKING COVER)2 ,97 RIM 2�'1 ° O E X. 12 S S-/ I. .=��-24 W .4//7 I.E. " 18 E & W .2� I. . - 2C,o'e -'eewcs I.E. 12" N �w ,. INTERSECTION DETAIL C� S. TOBIN E. S. /ct s w 4. . 27 . -� S SCALE: 1"= 10' Ln Z DATUM E'LEV I. i 8 $ 24. 3 D� 5? 'UC 7G/l+"'Ev SHC1l /v cL = 15.00 ? Al klERe -4S� dL 7: /. 30341 J4. ... � 0 10 20 0 /phi L o GRAPHIC SCALE +� r.° a7 �f uV,�g .,y, EXPIRES -3 107+00 108+00 N co � � - CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HORZ. SCALE: 1» = 20 s AL S. TOBIN ST. - LAKE AVE. VERT. SCALE: 1 5 �- s�vr»► STORM SYSTEM IMPROVEMENT PROJECT © V) r- DESIGNED: SW FILE NAME: Lo DATE: 7/12/96 6575SRV Ln DATUM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKS DRAWN: MAA 0 20 40 60 CIOCHECKED: SCALE: AS SHOWN FIELD BOOK: 629 i GRAPHIC SCALE NO REVISION BY APPR. DATE APPROVED: SHEET: 5 OF. U DIRECTOR OF PUBLIC WORKS Feb-07-97 09: ] GA Meriwe-thc-_v Learchman 206-483-2alS C 0 Y E R �AX S H E E T MLA, INC. Lo ugiticers& Sut-veyous I 1800 NE 160(lo St., llothell, IVA 980 1 1-4 1 56 Phone: (206) 488-4800, Fax: (206) 433-2315 Fax #: -2- 2, cf-7 Date: 2- - 7 q 7 includilig this cover sheel, COMMEN'J'S > A Z Kj- e3r— C-8 -2-4 _2 7-Ft C-5- 8> POIS /7-1 L167 It 0,0 P4.>n_ A"K (Aj4_0Al- -rws 644%VC cA4,)5CA FROM: K-E-- h i 1 F 1 ' I I . W v _ I Lo � � NN I F-- WW I . wP3 v) OUjL�I 20o I _ � N °cv°a: 150 TOBIN ST a . NO ADDRESS # I I TOBIN ST . n �- EX. MH TO BE REMOVED w • EE CC 00 ® w I c f OR orvc. s.w. _ TOBIN ST REMOVE EX CB & EX. 6 SD I I 3 26.38 #212 220 o I.E. 6" CONC. N.E. = 6•08 REPLACE EX. CB W/ NEW C #26 #216 TOBIN ST #61 SHATTUCK w __ _ T- ! z EX. BUILDING (TYP.) J _ TOBIN ST TOBIN ST 1. % �! '/. RESS MH1M 6 CONC. W. = 2.7.81 1 I. NO ADD F12 PVC E. W. CFiAN. 20.81 k k Z 5 HAi..I z HAi �I < ' - S, SP ' � � � T a� ��`�� - � � c M RIM � --- - . _..... W 19 96 w I 2 REMOVE EX. 12 CMP CONC. WALK _ _ _ ._ _ _ _-. --, cc 7 ._. _____ ._1. -- ___-_ .,...,...r c-� Rc_ K EENCE � z - UP & REPLACE W ,._ -_.Y._ _:. CONC, WALK I - :S - " __L:. ._.._ UP -- UP (;8 _ CONC. WALK ----- - - 28 � --. 8 DI- _.. _�. - _ _-- �__. .�.�__ _--, -__w_ __.. . I -Q- 1 zr- -_ w - �._.._ W ��_ ,. - - -.._ .._____ _ �- - - -..-�.._ _ _-_.._.. -1 ___.__--_______ _ _ - - UP CONC. WALK - - _ i C.I. - ---__ - - 1 - __ - �_.__ __ __ _-_ _- --- - _ r - w _ _ :_._. .-__ r 2 C I _-...- - �- -tea.__ t-- -_ o REMOVE EX. SD �' w � U= - 12' CPEP w --- - ___ w W N & REPLACE W/ o _ - �' REMOVE EX. SD 12w aP w '� - -� s IP GAS » w -- -� o REMOVE EX. SD & REPLACE REMOVE EX. SD c _ G _ - G - _ _ _ 2.9 LF -8 _.QI _ _ _�.. __ .__ / � � o & REPLACE W • - G _ - G c, ' W/ 150 LF - 24 CPEP cn " / �p & REPLACE W/ _ EX. MH TO BE R OVED sa 29 23 E 741.62 CALL. - "w �� - - - _ _ _ _ _-. _ 0 _ T------ 3 -o EW CB 21 G .. o +` G _ G _ _ __ ___ - __�___ c 29 LF - 8 DI 184 LF - 24" CPEP , G GAS G -- - ss o 3 ss - S -_ _ -- 3 c NEW CB #24c _ 8 `I 0 LG NEW CB 9 f 2• cl REMOVE EX. SD " _____. G GNEW CB 2 G ____ 2" IP GAs sst R 6 & REPLACE W/ REMOVE EX. SD & REPLACE» 10LF 8 CPEP W 1 - 24 CPEP REMOVE EX. SD & REPLACE G _ _ 3 145_IE _24 CPEP _t-- _ REMOVE EX. SD & REPLACE W co WALK 1O LF - 8" CPEP -- - - -� _ _ ------y =�- _�:___ -�--__� __ - �., _.__ -- - __ _ ---,-�--_ --�_� �_ _____�.__ __ -- ------ - .___. 10 LF - 18" CPEP ; c -�.-.�___.�.. -.�_ W 10 LF 18 CPEP -_ CON W -- - C WALK o' - _ - L NEW CB - -------_-----_--__ _ -- REMOVE � - _ 1M CB J2 WALK 0, .� o o, � _ � - --_ -__..-._--��__...._- .. _ ._ . ..- __ _ - _ NEW CB- 28- i CONC. WA o - - - - ao rn z o """' - - _ - - -- - EXIST. CB WXB #20 I Z RFunVE EX C & 6 _ - � _ _ ._.. --..- - n to� n c� ^b'S 6 o CB RIM 29.11 - - +�► -- < , -- --- -- - - O u " & 6 SD II N t1)N !� II oo � � � � EX. CB TO BE REMO D I.E. 6 CONC. N.E.= 27.83 � �-, I.E. 1 C.I. W. 26.21 ASPHALT o CONC. RE,. WAI-►_ 00 i �r II i I.E. 8" aCONC. E. = 26.31 - - _ z + z 11 II SB R1M = Z_8_. 7 �, I.E. 8" PVC. S. - 26.31 _ -_ _ _ - - -- -- - - 0 O �° - _ o0 3 Lj z „ g j �' I i Ex. CB TO BE REMOVED - -- - _ - - - _ - = R _- - _ l ^ O w it n- _ m �� #117 125 I.E. 8" CPEP N. - 26.3 U �; # -}- ' c�ou #129 TOBIN ST TOBIN ST #201 #205 oc Q x � - w N�,,�,, TOBIN ST TOBIN sT I Ex. CB TO BE REMOVED _ - I I TOBIN S T ..� RIM � 9.64 Z g I T -1. $„CONC. = 2 04 RENTON 0 HIGH 2nd SST OOL J w�iLd RENTON HIGH SCHOOL I.E. 8 CONC. W- = 26.9 # LLJ # 400 2nd ST #215 I.E. 8" CONC. N. = 27.24 Z U I TOBIN ST I I.I:--, 8" CI. S. � 27.54 � I I i I U I 29LF - 8 DIS = 5.14% 29 LF - 12 DI S = 2.59% -5 59 yo i USE 18 SECTION FROM CB #26 CONNECT N END TO EX. CB �9 TO SOUTH OVER EX. 12"W. 29 LF - 8" DI S ='2.01W-3,/D v MATCH EX. I.E. OF 12" CMP. 29 LF - 8" DI S = PACK VOID BETWEEN NEW SD AND USE 18' SECTION FROM CB #29 USE 18' SECTION FROM EX. CB TO NEW TYPE I CB 23 USE 18' SECTION FROM C8 EX. WATER AND GAS UTILITIES NEW TYPE I CB #29 » " WITH ETHAFOAM OR APPROVED EQUAL. RIM � 96o TO SOUTH OVER EX. 12 W. roo//V SOUTH OVER EX. 12 W RIM 28.3 TO SOUTH OVER EX. 12 W NEW TYPE I CB #26 I.E. ,9/ MIN. 6 CLEARANCE OVER EX. GAS { I.E. TO MATCH EX. SD I.E. RIM -JB,73 CL (Ar PROA. Ls..4) ,°ir NEW CB #21 I.E. _ 3. 26,��3 NEW CB #24 CL NEW CB #27 30 EX. 12" CMP �- -! ILo NEW TYPE I CB #22 , CONNECT EX. SD TO CB ' ; F-- NEW TYPE I CB #20 STA 1101+119 22' RT RIM 28+ ,ed0,4 II w _ RIM -27,�.3 I I.E. 25.6 25. 7/ ! -- CONNECT EX. SD TO CB I CONNECT EX. SR TO CB _ 2 ,l3 I 1 •; I.E. 5 j I v ; . . -._ -- { • w 4e 25 ___ _._ ___ �_ .__ _�._ w�.�___ _---� 2� 17-l0° NEI t 25 i 12 W NEW TYPE I-L w } --� - - TYPE- - E X �� Li CONNECT EX. SD ` p RIM ' 06 7,3 k w _ I 10LF--8f' S= EX.C.12 W I RIM 29.2 eq,45 cn � ' 10LF-8" CPEP TO CB I.E. 18" N E X. GASLi I.E. 25.00 le � 25,7Q Li EX. 12"W S=4.009G ,-�� I EX. 12"W - ? i EX. GAS j ; EX. ABANDONED GAS w EX. ABANDONED;GAS I - " L i 10 LF - 18" CPEP IS 1.609� EX.; GAS t EX. A ANDONED GAS t I 10 LF `•� rr 18 CPEP S 20 -12uSS- EX. 12 SS ( EX. GAS EX. 12 SS NEW 19 f �) I EX. 48ANDONED GAS _ EX. 12 SS EXfStING GRADE AT I I CENTER INE OF PAVING -l; 30 I I 1 i CB CPEP I E » » 133 LF - 24 S = 84 LF-24 CPEP S= U 145 LF - 24 CPEP S = a _ Q EXISTING STORM DRAIN O O REMOVE X CB & REPLACE-f- REMOVE EX. MH & REPLACE _.�__ ___.�-__._ __-.__._. - --._____.____ . - _.__._ . _ _ . _.._ _-_-_--_--- _- _-______ _ �. � ___..,_._._.._.. _..__._..._:-,..._ ___,-- _. -- ._ _ .TYPE O ��._._-.-___. _ .�_.-..�__._.__..�_....�.._ a.____._-_.REi�OVE E 1aFf��C uR'EPLACE W / NEW 48 II CB 7 N O " �._ __ ___-_.�_- ' - REMOVE EX. H & REPLACE W/ NEW 48" TYPE II CB #24 (12 R " #2 (1 RT) ,5/ o r NEW 48 E II CB #19 (12 RT) » RIM .�4 (SOLID LOCKING C VER) �' NEW 48 II CB #21 (12 RT) RIM 29J4. (SOLID LOCKING C VER �I,Q RIM 28.48 SOLID LOCKING COVER) =�� R ?8. 70 I.E. 2&& 24" E & W z3, ) S S I.E. 24" E do W w RIM �3.77 ( LID LOCKING COVE ) w Z I.E. 23.�40 4 E +dt W �- .�5 I.E. 2 E & W . ,. : I.E. �# 12" N Z-5.2¢ Z " I.E.I E 2M. 8" N � O/ I.E. S v ,a9 » » I.E. 18 S 25 f 2/ J I.E. 24r88 8 S��-� I.E. 18 S 25, � �* = DATUM( E'LEV I.E. " N z41 40 o 15.00 c 2 U a. Q00 � Os Oi Qco NQ�� Qt� A ��r V'� � 5 N N N N N `� N O��L L A O 9 N O _ J a 101+00 102+00 103+00 104+00 W y "� 106+00 cn I p / CJ,r� ,��• •.5?`�'f1C TGIF�'� Si`�'C�GI�iV �`� -; � - N O •r Wye NOT �4 !✓/�` �", - CITY OF RENTON 72 DEPARTMENT OF PUBLIC WORKS X SSjONAL��`��t ?Z'�• q� o H ORZ. SCALE: 1" = 20' » _ S. TOBIN ST. - LAKE AVE. o VERT. SCALE: 1 - 5 EXPIRES I4/18�/�J�� STORM SYSTEM IMPROVEMENT PROJECT Lo DESIGNED: SW DATE: 7/12/96 FILE NAME: 6575SD DATUM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKS mar `� Lo I DRAWN: MAA Lo 0 20 40 60 SCALE: 1" = 20' FIELD BOOK; CHECKED- NO, 629 v; GRAPHIC SCALE v NO. REVISION BY APPR. DATE APPROVED: SHEET: 4 OF: DIRECTpR OF PUBLIC WORKS 2" ACP OVERLAY. 2" DEPTH — OF(SEE NOTE 2) OF GRIND OR SAWCUT AND EXIST PAVEMENT SURFACE REMOVE EXISTING PAVEMENT PRIOR TO OVERLAY 2" ACP OVERLAY 0.5' CRUSHED SURFACING TOP COURSE (INCIDENTAL TO ACP TRENCH PATCH) - -- --n n -- --- ACP TRENCH PATCH _ I 6 S. 2nd ST. EDGE OF CURB & GUTTER 2" OTHER STREETS (TYP BOTH SIDES) VARIES NATIVE MATERIAL OR BANK RUN FULL STREET OVERLAY W/ GRINDING GRAVEL IF NATIVE MATERIAL IS LAKE AVE STA 50+20 TO 50+64 UNSUITABLE PER SPECIAL PROVISION 2-09.3(1 )E EXIST PAVEMENT SURFACE 1 .0' NOTES BEDDING MATERIAL PER SPECIAL 1. A minimum 6—inch vertical separation shall be provided at utility crossings, unless noted0 — _ _ n - - -- - PROVISION 7-04.3(1 )(B) otherwise on the plans or as allowed by the Engineer. Utility crossing locations and elevations — VARIES (INCIDENTAL TO PIPE) shall be determined by the contractor in advance of any construction activities. EDGE OF PAVEMENT 2. The Contractor shall confirm using smoke, dye, or other testing methods whether pipes noted EDGE OF CURB & GUTTER 0.5' on the plans as abandoned are in fact not being used. Pipes confirmed as abandoned shall be plugged as noted. Pipes found to be active shall be connected to new structures at no additional cost. All such testing shall be incidental to the other contract pay items. 2" ACP OVERLAY. 2" DEPTH GRAVEL BACKFILL FOR FOUNDATIONS I OF GRIND OR SAWCUT AND 3. All removed items of recoverable value shall be carefully salvaged and delivered to the Owner r— REMOVE EXISTING PAVEMENT IL VARIES (SEE NOTE 1) IF REQUIRED PER 2-09.3(1 )C in good condition and as directed by the Engineer. Materials and items deemed of no value by the Engineer shall be removed by the Contractor and become the Contractor's property to be PRIOR TO OVERLAY disposed of in accordance with the contract. 1 . TRENCH LIMITS SHALL BE PER 7-04.3(1 )A 4. All work within the City of Seattle's Cedar River pipeline right—of—way located parallel to and HALF STREET OVERLAY W/ GRINDING OF THE SPECIAL PROVISIONS. adjacent to S. 2nd Street shall be done in accordance with the conditions and requirements of the City of Seattle. Any costs incurred shall be incidental and included within the bid prices in the LAKE AVE STA 50+64 TO 58+80 contract. A minimum of 48 hours notice shall be given to the Seattle Water Department prior to 2. ACP OVERLAY TO EXTEND 1 .0' BEYOND ACP TRENCH the performance of any work within the pipeline right—of—way. PATCH UNLESS WITHIN STREET OVERLAY LIMITS PER DETAIL 2 ON SHEET 6. 2" ACP OVERLAY, EXCEPT EDGES OF NEW MAT SHALL BE "FEA 1HEKED TO 1 " MAX. DEPTH AT CURB LINE. AT CONNECTING STREETS EXISTING 1 TRENCH SECTION PAVEMENT SHALL BE PLANED 6 NTS PER STANDARD PLAN AS MARKED EXIST PAVEMENT SURFACE OUT BY ENGINEER IN FIELD 1 /2" DIA. SOFT DARK GREEN RUBBER HOSE. OVERLAP HOSE TO FORM A FIGURE EIGHT. TREE - -- - -- _- --- - TRUNK MUST NOT BE IN CONTACT I - TREE TRUNK `- EDGE OF PAVEMENT W/ WOOD BAR OR 12 GA. WIRE. EDGE OF CURB & GUTTER (TYP BOTH SIDES) 2" FULL STREET OVERLAY (MINIMUM GRINDING) MAX TOBIN STREET STA 99+50 TO 108+00 � 2"x2"x10' WOOD STAKE. PLACE ON CURB SIDE OF TREE. 2 STREET OVERLAY LIMITS _ TREE NOTES: 1 "x4" BOARD SECURED TO 6 NTS 1 . WORK SHALL BE COMPLETED IN ACCORDANCE 2"x2"x10' WOOD STAKES ° WRAP & TWIST 12 GA. WIRE ENDS AROUND 1 %4" BOARD. W/ SECTION 8-02 OF THE SPECIFICATIONS AND Q TREE TRUNK BOARD & STAKE FINISH SHALL BE SMOOTH W NO SHARP THIS DETAIL. 1-- �- TOP OF ROOT CROWN TO BE 1 HIGHER / C THAN FINISH GRADE. OR PROTRUDING BURRS &/OR SPLINTERS. " 2. FILL PLANTER WITH MULCH TO LEVEL OF 0 = 2" MULCH " SIDEWALK AFTER INSTALLING TREE I 2 x2 x10 WOOD STAKES KEEP CLEAR OF ROOTBALL EXISTING GRADE 3. AT THE END OF ONE YEAR GUARANTEE PERIOD, -j ./i��/�/��//��/�// /��/ r�,�i/ �'W"�/i�� REMOVE MULCH AND STAKES TO DEPTH Q = ��/�\�/� \\i/ � /� �� \�\\/�\�/\\�\\\ NECESSARY TO REINSTALL BRICKWORK m F WITHIN PLANTER SURROUNDING THE TREE. O w BRICKS SHALL BE SET FLUSH WITH THE 0 SIDEWALK. �/. \!\ \ \ �� Q��1� )NA 6ti,�,Q�9� /� OPEN BURLAP AROUND TRUNK. ,► a // // / / �. CUT & REMOVE TOP 1 /3 OF BURLAP CITY OF RENTON � 12 MIN. DEPARTMENT OF PUBLIC WORKS EXISTING SOIL BACKFILL W/ 2/3 PLANTING SOIL; OJg rGR �� 36" GREATER & 1 /3 EXISTING SOIL. THOROUGHLYSs;��,A, N"� THAN DIA. OF WATER SETTLE. 24-96 S. TOBIN ST. - LAKE AVE. F ROOTBALL 10�'�g� ' STORM SYSTEM IMPROVEMENT PROJECT 3 DECIDUOUS TREE PLANTING DETAIL DESIGNED: SW DATE: 7/9/96 FILE NAME: 6575DET 6 NTS DRAWN: NJC CHECKED: SCALE: AS NOTED FIELD BOOK: 629 NO. REVISION BY APPR DATE APPROVED: SHEET: 6 OF: 6 DIRECTOR OF PUBLIC WORKS X SHEET LAYOUT AND SITE MAP TOBIN ST , LAKE AVE . STORM SYSTEM IMPROVEMENT PROJECT r�co� 0 200 400 600 SECTION 18 - TWP. 23 N. - RANGE 5 E. MERIDIAN: N.A.D. 83/91; USED W. LINE E. 1/2, SECTION 18-23-5. Pc = s4+tt.o� GRAPHIC SCALE DATUM: N.A.V.D. 88; CONTROLLING B.M.= CITY OF RENTON B.M.#673 = TOP 1/4" BRASS PIN SET IN CONC. MONUMENT AT CENTERLINE OF MORRIS AVE. AND 12' 95 00 NORTH OF CENTERLINE OF S. 2ND STREET. ELEV. = 32.62 FOUND CONC. MON. AND CITY OF RENTON B.M. #2128; 3" BRASS DISK STAMPED "K.C. SURVEY MON. DOWN 1.0' NOT FOUND THIS SURVEY EN-80 1973" IN SIDEWALL NORTH SIDE OF AIRPORT WAY ±30' WEST OF CHECKERED RUNWAY MARKER. ELEV. = 30.86. 7 8 7 / . . . . . . . S88'27'04"W . . 18 17 18 `. tn. I � I I 4 100 00 I �c N . E . 1 / 4 18 -23 -5 n r�Cc�7� (EXISTING FEATURES) (PROPOSED FEATURES) PT z 104+94.40 � M WATER VALVE @ STORM 105 0 �L"JIJ�J U Lr,SI�JL�, 0 L=,L� -�- HYDRANT Q CATCH BASIN OLE I ® WATER METER REPLACED STORM DRAIN LINE 12 @❑ MANHOLES (SS/SD) NEW STORM DRAIN LINE < 12" 12 00 84~ S /� 1:1 CB-0- POWER/UTILITY POLE NEW STORM DRAIN LINE > 12" IE-- GUY ANCHOR rp I a x ." 8 8 STATION NORTHING EASTING ELEVATION DESCRIPTION FA POWER TRANSFORMER 8 �� o a/ + FPMT POWER/TELEPHONE VAULT \ o 7 m g _8= 100+00 179567.29 1298625.82 29.58 MON. IN CASE ® INT. N. C L S. 2ND ST. ® POWER HAND HOLD WAY 102+00 179558.53 1298825.63 28.90 PK NAIL W1 ALUM. WASHER LS. #11691 ❑ TELEPHONE/TV RISER 104+00 179549.77 1299025.44 29.46 ID GAS VALVE INT. MON.� `-' - -- -- - �_ - _ _ N 106+00 179541.01 1299225.25 30.10 „ �/¢---� STREET LIGHTS Z X 100.0 SPOT ELEVATION ea +38.52 -- _ ,.,-, m 107+41.62 179534.81 1299366.73 29.58 ® INT. SHATTUCK AVE. S. ri SIGN o 108+00 179532.25 1299425.06 30.38 „ 82 ' � i � ' # i ! ? ?� I o ROCKERY T 1 i 110+00 179523.49 12996 4. 1 „I S � 2 86 3 .19 -� z CONIFER TREE - 31.84 „ I 112+00 179514 73 1299824 67 PC 111+55.1Q t t ! ; i INT.!MON' ! ! DECID. TREE ! ! i 100}oo.oi TOBIN ! ! t # 50+00 178649.83 1298653.09 PK NAIL W ALUM. WASHER LS. 11691 '66, I t ` ! 0 59+�8.6�t LAKE AVE. ! i # ! ! i i # ! I ( ow �, - ! t8a #! sN t , ta !, Q +-t $--# ?• � _ _ ___!_N _ W j I I I 52+00 178849.49 1298641.3 7 28.47 „ ® CASED MONUME NT? 54+00 179049.14 1298629.64 28.12 P.K. NAIL W/ ALUM INU M! 0 „ WASHER L.S. #1169156+00 79248.80 S900 , 1298617.92 28.28 __j vi 56+13.64 179262.41 1298617.12 28.360 + _ - CENTER LINES z '' f + ' # f•' # _ - 8 I g g 8 58+00 179448.70 1298622.44 29.11 PROPERTY LINES t (n Q RIGHT-OF-WAY LINES 59+18.64 179567.29 1298625.82 29.58 MON. IN CASE ® INT. S. TOBIN ST. _ 115 00 W ! t ......i...... _....... a_.__= Its �os.a g 60+00 179648.62 1298628.15 29.71 PK NAIL W ALUM. WASHER LS. 11691 W WATER LINES/ / FLOW INT MDITCH. .. t o SF T'•�"""OF 6 # 1 } } 62+00 179848.53 1298633.85 30.87 SS SANITARY SEWER LINE SHEET t 63+38.52 179987.01 1298637.57 30.84 MON. IN CASE ® INT. AIRPORT WAY �D STORM DRAINLINE ---------f---- i , .. OF 6 }............. .... €# ��srrss: sr :....... UGP UNDERGROUND POWER LINES t F j _ _ UGT UNDERGROUND TELEPHONE LINES _- O CHAIN LINK FENCE _....-._..._..".."• x WIRE FENCE ................. d o0 ..........__._.......................... ❑ WOOD FENCE s ac rr: r x pia i AVY.- . SHEET INDEX DESCRIPTION 120 + 00 W 51 o N 5� SHEET 1 COVER SHEET. NOTES, LEGEND, 1- W ........... . .51 SITE MAP, SHEET LAYOUT, ETC. SUORVEYUND THIS SHEET 2 PLAN 8� PROFILE CHECKED FOR COMPLIANCE ...._....................._. S 2� ST TO CITY STANDARDS V ._.... .._..._.._............._..............._.......�........ _ _ SHEET 3 PLAN 8� PROFILE �' Date r I R - _ - t SHEET 4 PLAN & PROFILE - Date Date SHEET 5 PLAN 8� PROFILE DETAILS 125 00 1a rt •::gym..>.,... :rta: ,c .yam„�*° SHEET 6 DETAILS & NOTES 1D J, Sr• .�, \ •�/�/,�►� ..... .. I ENDED ;� �, ' FOR APPROVAL CITY OF RENTON \ m i3Y_ n� �- FOUND CONC. MON. \ I IN CASE DEPARTMENT OF PUBLIC WORKS N \ 31: , y S. TOBIN ST. - LAKE AVE. STORM SYSTEM IMPROVEMENT PROJECT Lo DESIGNED: SW DATE. 7/12/96 FILE NAME: 6575CVR DRAWN: MAA Q I CHECKED: SCALE: AS SHOWN FOLD 900K 629 a NO. REVISION BY APPR, DATE APPROVED: SHEET: 1 OF: 6 DIRECTOR OF PUDLIC WORKS r I EX. CB TO BE REMOVED do I REPLACED' W/ NEW CB #32 n CB RIM = 29.87 I.E. 6" PVC S. = 28•g7 EX. GRADE I dt 30 - - � CB RIM = 29.73 EX. CB TO BE REMOVED _ I I.E. s" Pvc s. = 29.os REPLACED W/ NEW CB #33 F- EX. SSMH W W _ ^ I _ B_M-6_2_9--27 I I FND TK & LEAD 0 iJt= COR IE 28 \ S 10BIN ST & HA.(TUCI', AVE w 28 LF - 12 DI / 1' E OF IN T BW s ELEV.=31.41 � ( I 25' 2 I ; #300 LIMITS OF CONTROL-\ CB RIM_ 29.88 TOBIN ST DENSITY FILL EX. GAS I I.E. 6" PVC W. = 29.03 ' n 26 EX. 8" W vl o EX. CB TO BE REMOVED do Z / I D I REPLACED W,( NEW S -•-EX. - - 00 l - .. a. D cor - - - - - - - - ,� �\ I NEW- - w 18" SD / ) o CONC. WALK 24 w o _ -- - uP a :3 PACK VOID BETWEEN NEW SID - - '^ o AND EX. SS AND W REWtOVE�EX:"SD & "" CA REPLA Wf--�a w w _ UTILITIES WITH ETHAFOAM 50-1F- 12' DI ti� "' - - - - - - - - 1 Q,G/ EX. 0 I OR/APPROVED EQUAL R - �/ co 22 G 0 12" PVC CB .30 r'. g - EX. 8 SS 18" PIPE 6" PIPE 18" EX. 12" SS SS ss OUT DIA. O-JT DIA. G_ a G 20 - - - 30 - -- - REMOVE EX. SD - uP - °�: REPLAQUW/ - REMOVE EX. SD dt LF - 18" EP REPLACE ° . \,` / W ' coNc. EX. CB TO BE REMOVED do NOTE: Wf 8 LF - 18 CPEP I.E. 6 Pv-c 129•os REPLACED W/ NEW CB #34 ALL UTILITY LOCATIONS ARE APPROXIMATE. o -- --o - - ( FIELD VERIFY LOCATION OF ALL UTILITIES. 'n SSMH RIM = 30. 2 u I= CB #18 15" PVC E. = 19.02I - \ � � o PVC W. 19.52 CON L.� f,�� /� O h LE. 8 "PVC N. 19.42 ' _ 00 = EX. SDMH TO BE REMOVED 2 SECTION N ' I n + r� I.E. 6 PVC S. 27.47 U r (r0 7-1 O I.E. 8" PVC W. 27.37 5 SCALE: 1"= 2' GP r I.E. 6� PVC E. 27.37 I.E. 6" PVC NNW_= 27.27 _.� I.E. 6 PVC NE. - 27.3 --- -- --_ -_-.____ W I.E. 6" PVC N. = 27.47� Z - = 29•80 EX. GB TO BE REMOVED dt // 12 C•1 _ ICB 6M PVC N. 27.s .REPLACED W/ NEW CB #31 w W U LE. 6" PVC S. = 27.7 0 2 4 6 FUTURE 24" SID ac W o Q SSMH RIM = 3$0 GRAPHIC SCALE SEE NOTE 2 LE, 12 PVC N. S�CHXN- I9.21 Q NEW CB #15 SEE SHT. 3 U (D _ AND NOTE 1 THIS DETAIL__ 50 LF - 12" DI S = 0.50X NEW TYPE I-L CB l31 7 Or�1>y `--- -- - -- "" USE FULL LENGTH SECTIONS RIM 29.80 - OVER EX. WATER W/ JOINT " _ - NEW TYPE I CB #35 - -�I.E. 25.37 - CROSSIRN SW�.FN__�X._�_d�_1.2.-- --------N€W--r.B-�i.3a -- -- -- 35 RIM 29.88 �t I.E. 27.66 SS / I I _ It NEW TYP I CB #32 SHATTUCi TOBIN i 1LF-12" DI S=1.00X PLUG ENDS OF ABANDONED I S RIM 29.8 �- EX. ABANDONED GAS. USE 18' SECTION FROM SD PIPES W/ .�QNC. ` w I.E. 27.25 REMOVE AS REQ'D CB 35 TO SOUTH j _ - - - - _ EX -- - -- - AND--PLUG ENDS 30 OVER EX. 12 IW » _ --_ I 12 C 12"w i o NEW TYPE I iCB #33 - - / 0 W RIM 29.73 - V) I.E. 27.39 CONNECT EX. SD 0 0 59 0 TO CB Q NEW CB #34 _ - - - -- _ - � 26- EX. -GAS_.PACK-..--- ---- 8 LF - 18" CPEP j 28 LF 12 DI EX. 8 W VOID BETWEEN NEW SD CB EX. ABANDONED S = O.� X USE EX. 6 W S = 1.25% EX. 12" W EX. GAS / S SECTION FROM & EX. GAS W/ ETHAFOAM GAS - - - - ��- - - - - - - - J, I r-, n .-. � -� `,' I ( I ! NEW CBS 17 SEE SHT. 3 CB32IT0 EAST F t' --•}- - - - - - - - - - - - - - - - - - - - - - - - - - - J APPROX. LOCATION OF FlBER OPTIC CROSSING - BACKFILL TRENCH W/ CONTROL DENSITY OVERno E�(. 8"W I I USE EXTREME CAUTION FILL FROM STA 100+09 TO 100+24 E . 4°W EX. 6"W PER DET 2 NOTES: 55 LF 18' CP -- S = 0.25X _ _ _ _ _ _ 1. LOCATE CATCH BASIN #15 SOUTH AND 'EAST OF EXISTING MANHOLE AS MUCH AS POSSIBLE TO MAXIM ZE CLEARANCE BETWEEN MH AND GAS, SEWER, AND UNDERGROUND UTILITIES. Q i < 2. CATCH BASIN #15 TO BE DESIGNED TO ALLOW FOR FUTURE 24" CONCRETE TO W VE EX. CB do REPLACE W NORTHEAST WITH PIPE INVERT ELEVATION OF 23.0 (SAME AS IE NEW 24" SOUTH). O R MOVE EX. MH �t REPLACE � / REMO / co- - -- 2e _ -_ -- -- ---- -- --- -- - -N Vlf - -tt-CB-ice f t3� CB #34 N + RI 30.07 (SOLID LOCKING COVER) RIM 29.91 to EX. 12"ss I. • 24.n 24; w I.E. 24.s1 1sM E �c w 1 INTERSECTION DETAIL @ S. TOBIN ST. & LAKE AVE. S. I. 24.7718 E I.E. 27.2512 IN W 1. 27.00 120 N 6 ' `n Z I.E. 25.27 18 S SCALE: 1 = 10 DATUM! ELEV 0 - 15.00 L U 3 � N 0 1 C 20 30 _ 0 1,p J. ST GRAPHIC SCALE 107+00 108+00 � pF WAsy�tio-q cr Q�� I CIO Z N CITY OF RENTON 0 DEPARTMENT OF PUBLIC WORKS wj OiC..s QISTEPF' ' C_ S�ONAL E� HORZ. SCALE: 1" = 20 S. TOBIN ST. - LAKE AVE. 3 ,q VERT. SCALE: 1" = 5' r-p(pIgES10/115M47 -- STORM SYSTEM IMPROVEMENT PNOJECT 0 O N pESIGNED, $W DATE: 7/12/96 FILE NAME: 6575SRV Lo DATUM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKS ' iI DRAWN: MAA 0 20 40 60 CHECKED; SCALE: AS SHOWN FIELD BOOK 629 co 5-1 GRAPHIC SCALE swop -27-2iyt C.i NO. REVISION BY APPR. DATE APPROVED: SHEET: 5 OF: 6 DIRECTOR OF PUBLIC WORKS I 33' 33' II 30' 30, I #100 S. 2ND ST. I WATER #110 RAINIER AVE. M.H.S I REMOVE EX. CB EX. MH TO BE SDMH RIM=2$.541 I w II & REPLACE W/ CB #37 LEi5"CMP.N,=21,5 w I I I I REMOVED EX. MH TO BE REMOVED. I CB RIM=28.89 I.E.15'CMP.S.=21 5 CB RlM='L8.00 + SDMH RIM=29.19 I.E.12"PVC.E.=23.8 w I.E.6"CONC.NW.=26.9 I.E.12"PVC.W.=2 .0 SDMH RIM=27.91 2 X. MH TO B REMOVED I.E.15'CMP. S.E.=20.8 I.E.12"CMP.W.=23.7 E E I.E.15 CMP.N.=21.6 N SDMH RIM=29.32_ I.E.15"CMP. N.=20.8 I.E.15"CM P.S.=21.6 I i LE.15"CMP-NW.=20.6 I.E.6"CONC. W.=25.7 EX. MH TO BE REMOVED Ewsr. B�DG LE.s"coNc.E.=25.2 REMOVE EX. SD w C.B. RIM=30.37 LE.18"corlC.S.=20.8 (nN•) & REPLACE W/ I (n I > I FIELD VERIFY 'r1 ENGINEER _` 49 LF 24" CPEP I LE.6"CONC.SE.=26.1 + ( / I I LE.6"GONG E.=24.0 I ! TO CONFIRM PRIOR TO IIj I Pr I I.E.6"CONC.W.=24.9(AB EX. SD REMOVING) +' I I.E.6"CONC.SW.=25.6 I ` \' •.�. E, I I & REPLACE W/ EX. MH T R MA o I 28 LF 8" D.I. _ , _ - _ SDMH , - •r T II RIM _ __ :::.x� __s..�.___... L E.18 C D III !,; ✓� �o J N �- ONC.W.=21.4 _ --- rON^ A f I - LE.18"GONG N. 21. __._-___-_ __ __-- _ _ ._ .._- _;..:_-._�.__.______--__�__ F I '� REMOVE EXIST. THE & - - -_ -._--__:-�R_- _ _._ LE.24"CONC S. 21. L _ --�_ ---- __ ------ I I �: ---- - I- REMOVE EX. SD REMOVE EX. SD A.T.&T. FIBER OPTIC CABLE I iE REPLACE W/ N W EE UGT --- UC - ---- UGT --- - UGT - -- - - -- -- --- UGT UGT UGT UGT �E-REPCA-CE--W/- & REPLACE WT A.T.&T. FIBER OPTIC CABLE � € PER DET SHT. 15" CMP I c II; / I 110 LF 24" CPEP 178 LF 24" CPEP 2 " m I f I PL G E1 D » - 4 cON cl€ AB NDO 6 SD 1 ❑ N 01 W , c - I I` € ob-r1 W CON TE �� -- / c ti ��NEW CB #2 O o S0613.64' E REMOVE EX. 6" SD CON ! REMOVE EX. SD o NEW CB #3 I o & REPLACE W/ ❑ & REPLACE W/ " NEW CB #4 30 LF 8" CPEP I 8„ 27 LF 24_CPEP REMOVE EX. -8 -SD dr- dee f I NEW CB # 8" WATER g & REPLACE W/ W w ----- -- w ---------- w -- --------- w ------- I _ -._�- ------ -- --- - - - w w w -3$-t1=8"--CPEF- ► do.1 REMOVE 18LF (2 SE I - O _ _ - ---- - - - - -- ---- ` ,° REMOVE & EP CE - v/¢' E - EX. CONC. D A !( 21 LF CURB & _�_._. ._._ M_ ucP - -___ uGP _ ____ _._.___.___-r. _.___._---_-__-_ UGP -- - UGP UGP p .___.___....._-- REPLACE W N W m C. -' ! GUTTERS - / SIDEWALK -`� �` ---c ---z - -- --'�- REMOVE EX. SD � A & REPLACE W/ APPROX. LOCATION FIBER I EX. CB TO BE REMOVED OPTIC CROSSING. USE I I ; PER W.N. . _ -- -BM #629_1t; 18 LF 8 D.I. & REPLACE W/ CB #5 II REMOV7 EX. SD r ' I I.. EXTREME CAUTION CNIS.SQ.EL_(, Lf CB RIM=26.81 I / CB RIM=27.97 RIM=28.89 Ems.- 29.27 I !I & REPLACE W/ �� LE.8'CONC-W=23.0 I.E.6"CONC.-=25.8 6 O 80 LF 24 CPE I.E.6"CONC.SE =23.4 __ __ ___ - - LE.4"PVC.E.=25.8 IAA REMOVE EX. CB Ne� MAK. RENTON HIGH SCHOOL � / i REMOVE EX. 8" & #400 S. 2ND ST. Lo G ; �� '� & REPLACE W CB 6 CONNECT NEW 8" AT #200 S. 2ND ST. I w 2 I �' d;s, SAME I.E. _ m Z � I ik�- 30 ' a 3 0' I 48 I I it I y I 18 LF - 8" D.I. S� 3.33X I I USE SINGLE SECTION BETWEEN 28 LF - 8" D.I. S-2.14X CATCH BASINS NEW TYPE I CB #37 NEW TYPE I CB #36 RIM 28.89 RIM 28.89 REMOVE k REPLACE ' I.E. 26.80 I.E. 26.80 EX• CB ''V' NEW TYPE I C13 --- 30 _ - -- ----- - -- - - - - - _ / � I------ -- - RIM 26.81 I I I � REMOVE EX. BRICK MH REPLA-r- W/ j I I.E. 22.0 W " I REMOVE EX. CONC. MH & REPLACE] W/ RNEW IM 29.32TYPE II CB #1 W/ SOLID LOCKING COVER EX SD7 RINEW 48"M 28.5 TYPE II CB #3 W/ SOLID ;LOCKING COVER CONNECT EX. 4" E W I I I CB I _ I.E. 21.15 24 S & NW » EX Sp 0 'I.E. 21.40 24 S & N I - - - - - �-- - - - rt ! cn I.E. 26.20 8 SW & SE _ 25 - -30 ----- -w 40 1 _ _ - _ . _ _ _�-EX. 22.73 8" E _. -._ _ --___.___..�.._ _... _ -- -}--__._.3p_8"W CONNECT EX 12 W I + CB #4 Li 40 I I i ! EX. CB I I EX. 8"11 W I EX. MH EX. CONC. MH I NEW CB #1 I I 1 CONNECT NEW 24 N ` EX. o" -- CONNECT I I I _ 7- NEW s MODIFY CONC. i 20 - -- _ � -__REMOVE EX. BRICK H & REPLACE W� _ 1 -_._---- _ _ _ _ _ ____-_.___.-_-_. _ '-- -_---_USE 20LF SECTION ___ ____---25-----._ _ _ �..__ - - r 48' TYPE II CB #2 W/ SOLID LOCKING COVER I � OF SD PIPE UNDER -- - - - CHANNEL IN BASE - I " » 1 EX. 8"W USE 20LF SECTION TO FIT NEW PIPE. NEW RIM 29.19 _ 8 W (W/ MIN. 6 » I. I.E. 21.20 24" SE &IN I I CLEAR DIST.) W/ END i OF SD PIPE UNDER I.E. 24 TO MATCH = r - CONNECT EX 6" W EXISTING GRADE AT I I AT CB TO EAST - " 8"W (W/ MIN. 6" I.E. OF EX. 18 CONC. N. I I CLEAR DIST. W END CENTERLINE OF PAVING i I ; I S=0.83% ) / I I I i I EX. 8" S AT CB TO EAST - _.__._.___.__r_._.___.._ . __._ _.. -_- - - _- t _ 30 4� r,L w Cox i� • U1 �OCAfloNS G1re of I i I I EXISTIN STORM DRAIN 56ArrLE W -1 Ex. 8 w /aRF B,�►S�.D oN GAY � `/ k,/ I I VEX. 8"W Q RE,NfoN RE oRo DRAw/Nlr - -+ - -- - - - - -- - -- - - - - - - - - - - - - - - D- 181Z TH c-lrY MAKO I - - - - - - - 110 LF - 24" CPEP S = 0.18X 178 LF 4" CPEP S = 0.20X - - 78 LF =24" CPEP S 0_20X - I I 80 LF - 24" CEP S=0.19% No C-UARA rEE AS TO -- -+ - - - - - THE _o . LoC.Al,oN•s AS SNOW0. $9E LI REMOVE EX. BRICK MH & EPLACE W/ coA1rRAor 09C-' o-7'/7' 27 LF - 24" CPEP NEW 48" TYPE II CB #4 W SOLID LOCKING COVER O S = 0.19X RIM 27.91 I I.E. 21.76 24" S & N u� DATUM ELEV I " O - - 15.00 I I Z iL -J N Im w l Co U S N N N cN i N N N GI Q --__ -- - �-G �• T��` > 50+00 51+00 52+00 53+00 O �0 iti ', 54+00 CITY OF RENTON i� 972 DEPARTMENT OF PUBLIC WORKS i A /d1 HORZ. SCALE: 1" = 20' S. T OBIN ST. - LAKE AVE. VER7. SCALE: 1" = 5' STORM SYSTEM IMPROVEMENT PROJECT ,d EXPIRES 10/16/97 � DATUM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKS 1L.1ADD SMILE WA r0 P OF/ -scoff I l�/y196 DESIGNED: SW DATE; 7/12/96 FILE NAME: 657rjSD r` IIJIJIJLJIJ �- 4�J DRAWN: MAA to 0 40 60 - SCALE; 1" = 20' FIELD BOOK: 629 CHECKED: GRAPHIC SCALE U S wR .72 NO. REVISION BY APPR. DATE APPROVED: SHEET: 2 OF: 6 DIRECTOR OF PUBLIC WORKS D.A. ZULUAGA CONSTRUCTION, INC. /hG ir. �i•.� �-2.� 1 VS-' ZZ �/Z Cv � i cv�,l•�� ? y5 D /. S Z a %Z Z �� ZZ �Z cv /•.7 t 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 W I I N g �� Lo W ! I- � N w w w II II ILi . rn u� #200 I = (n e p c zl I I I V) N N 00-a: NO ADDRESS I # 150 TOBIN ST TOBIN T I , t II�� EX. MH TO BED REMOVED EE 11 CC Wy� 2g �g w E: #206 W c> ' LE. 6;; CONC. S.W. 26.38 TOBIN ST REMOVE EX. CB & EX. 6` SD #212 ) #216 I #220 O °�°_ , - - - o I I LE. 6 CONC. N.E. - 26.08 REPLACE EX. CB W/ NEW C #26 I I z EX. BUILDING (TYP.) _ TOBIN ST TOBIN S25 T TOBIN ST #61 SHATTUCK / ( D NO ADDRESS I la PhL=12 PVC E. W. CHAN. 20.81 I I.E. 6 GONG. S.W. 27.81 I n - 3G - _ _ O g ! I I -- L _ _ n I I ASPHAL.I o o ASPHALT - I n n ASPHALT PVC 19 96 CK T _ l� 0 �� -�. n 12 w CONC. WALK - - z; REMOVE EX. 12" CM_P � _ '-_ _ _..-.-_.. --_ _ -- - _ _ -- _ ___.___...__..-----. . �._.___.._._._._._ _._..______ CONC. WALK CONC. WALK -- - -" Up & REPLACE W/ _ �I�W CB 23 �.-.--- -- ---- _up.._... _.� Up N W-rB-�129� _ - - -- --- E --� - 1 C.I. w -- w w w " CONC. CURB _A.= _- _ _ _ ------ ---- ---- - -- .- C WALK - - -- - - NC 12" C.I. w � w _ ------ REMOVE EX. SD A LF - 12" CPEP w w w w w & REPLACE W/ o _ - - REMOVE EX. SD & REPLACE REMOVE EX. SD 12" UP 6" IP GAS ^' 8 _ cr/ o REMOVE EX w SD _ _ _ _ o & REPLACE Wf c_ c c 29 LF - fl DI_ W/ 150 LF - 24 CPEP c,� & REPLACE W/ oss - �- "& ; $ EW CB 21 S8 2s'23"E - 741.62 CALCAL�C.o- - G - G - - G - _ �-- _ _ _ c - 29c LF - 8» DI °' 184 LF - 24 _CPEP-- - EX. MH TO BE R MOVED _ - G G 2" IP GAS c ss ss SS 2s o Ss s ; ss / o NEW CB24s a - - - -- - - - 12" Cl - - - c --- - _ c _ NEW CB 27 2" IP GAS ss s - ss SS SS SS 12" PVC -N0.1 EW CB #19 REMOVE EX. SD 10 LF 8" CPEP REMOVE EX. SD & REPLACr� - - - - -- - - - - - - - - c - - G - G o - - & REPLACE Wf » - - - - - - - k'��_____.____ / 133 LF - 24 CPEP REMOVE EX. SD & REPLACE - - - - - - - - LF_- 24 CPEP ---- --- W --=- REPLACE -- -- -- -----_=- --------___ •--= - =_-__----------._�__._____,---__-_. __ ---._------- - .c,�� ;�� > W/ 10 LF - 18 CPEP - - REMOVE EX SD & CON WALK 10 LF - 8" CPEP ' _ _ 18* CPEP - CONC. WALK 5 - _._._..-.___._--- - - -- - - --NEW CB #22 - I ___---- -- - - -- -- - -- REMOVE ► o L. ...._ _� t __ _ _.__.- -- .. __ _. - - r; NEW CB #28 I CONC. WALK W CB �25 cotve WALK - - - 3 - � o z 03 VE E C & 6 S - - -�-- ---i� .. ,.__ w _- - NEXIST. CB r n 1�6°.•�• B #20 l zn o`` z `�' ' M = - �- -- --�� -�- -- - - - - O II II & 6" SD N u'00 NNN ( f I. 6 CONC. N.E.- 27.83 I.E.CR12 C.I. W. 26.21 ON Nr- - �.: -=t= - - L u 1 EX. CB TO BE REMO D - ASPHALT o O L / p �/E ! I I LE. 8" GONG E. = 26.31 00 z °° II A I I GB RI ?8 77 / z + _ I I p LE. 8" PVC. S. = 26.31 n ✓ I O N 3 wZ �:�: " B:I: ' _ EX. CB TO BE REMOVED j - - - - - - - - - - 00 O O ui m II __a 117 125 LE. 8 CPEP N. = 26.3 - ` _ - - c� w # # #129 #201 205 ir - s: - - `- - �U"o TOBIN ST TOBIN ST TOBIN ST TQ,t /N ST I ( I TOBIN ST # Z N NN I TOBIN ST EX. CB TO BE REMOVED O =ter - I CON��T RENTON HIGH SCHOOL _ RENTON HIGH SCHOOL CB RIM = 29. 4 .- _ �� I I.E. 8" CI. S. N. = 2 .94 #400 2nd ST W J # 400 2nd ST I #215 I I.E. 8 CONC. N. 27.24 ,. Z TOBIN ST U I Q I I � I ( I I 29LF - 80DIS = 5.14% 29 LF - 12" DI S = 2.59% I USE 18' SECTION FROM CB #26 CONNECT N END TO EX. CB TO SOUTH OVER EX. 12"W. 29 LF - 8" DI S = 2.00% MATCH EX. I.E. OF 12" CMP. 29 LF - 8" DI S = 0.34% PACK VOID BETWEEN NEW SD AND USE 18' SECTION FROM CB #29 USE 18' SECTION FROM EX. CB TO NE:W TYPE I CB #23 USE 18' SECTION FROM CB #23 EX. WATER AND GAS UTILITIES NEW TYPE I CB #29 TO SOUTH OVER EX. 12"W. SOUTH OVER EX. 12"W RIA 28.3 TO SOUTH OVER EX. 12"W NEW TYPE I CB #26----1 WITH ETHAFOAM OR APPROVED EQUAL. RIM 29.2 MIN. 6" CLEARANCE OVER EX. GAS LIE. TO MATCH EX. SD I.E. I.E. 27.33 NEW CB 24 CL NEW CB 27 � (�'PPROX. 26.4) � NEW CB #21 I.E. 25.3 1 • - - --- -- - _..___.-___-_.__._..-....._.._-._..__.___.----- --_- . -.-----___.--_ -__. EX. 12 CMP '� I NEW TYKE I CB 22 � I CONNECT EX., SD TO CB NEW TYPE I CO #20 STA MC'=.+ll. 22' RT ! RIM 28.�3 I - w RIM 27.8 i I.E. 25.0 ! 0 I CONNECT EX. SD TO C� CONNECT EX. Sq TO CB Z I.E. 24.8 I ___..___.__..__..�____-.-_- -_. -_-..___ _ _ -__-_ __ __ __- -. --__-_-_ ._ F_ -. _.._. - _--. --- --... ._._. .__.___ _ _ .__-._-_ ._.__.. . . I -__ _ ._.____ _ __-. ... __ _-____. -_____..._ . .._ 25. -_�- __ _.. .__.__. .-_ .-_.. 25 T 35 ---- -__.- .. .. NEW TYPE i ..>�: CB.... 25.._.- __. .� CONNECT EX. SD0 - _--- _ _-_ __-_ -._-_-�._-_-- LWLJ -. 40-25.__.._-. . .. . .__ __ RIM 28.1 X. 12 W NEW TYPE I-L CB #28 w _ IOLF-8 CPEP S=7.20% EX.I 12 W I.E. 24.50 18 N EX. GAS RIM 29.2 10LF-8 CPEP TO CB I I.E. 25.00 18" W EX. 12"W S-4.00X I EX. 12"W EX. ABANDONED I GAS I EX. GAS I EX. ABANDONED GAS I 1 Ld O ( 10 LF - 18" CPEP S = 1.90% I ' 10 LF - 18" CPEP S �= 1.60% EX. GAS I EX. A ANDONED GAS t I I I -- - --I )- - - -- - - - - - -- �._ _.. - -- - - - - -- - ------- - -20- ------ --- -- -- -- --- -- _ _ _- -- -- -- - --- - -- - __ _- -- ------ -- - - - --- 2�} ---- - -- - -- F-- -- -- - - -- __ -- ---- --- EX. -12 - SS. - - - - - - ---- -- - - _- -- -- - - - - - - - u EX. 12 SS I NEW 9 I EX. GAS EX. �BANDONED GAS -JEX. 12"' SS I I EX. 12" SS r-jI J EXISTING GRADE AT T R I INE OF PAVING ! I I I CEN E t` iCB - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - -.----- ---- - ------- -- ------ ---------- - --- - ------------- -- - ---- - __._ - - - - --- .___--t -- - - --- -- - -- - - ------ ------ ------ - -- --- » u 133 LF - 24" CP P S = 0.20% 150-LF= 24 CPEP - 84 LF-24 CPEP S=0.12% U 145 LF - 24 CPEP S 0.10% Q EXISTING STORM DRAIN O O 00 _ ___ ..__ _ -- - - - -- -- -___ -- --_--.---._- - . _-- --.REMOVE EX.-MH-*-REPLACE __ _ _ _- _ _ _---- - _ ---\_ptmw_EX.-Cfl_& REPLACE _0. _ 2o- _--_--. .__ _.____. __ _._- REMOVE MH _& REPLACE__W - - _ -- - - - __ -- ____----- REMOVE EX. H & REPLACE W/ NEW 48" TYPE II CB #24 (12 RT NEW 48" TYPE II CB #27 (1 RT) �p NEW 480 E II CB #19 (12' RT) NEW 48" II CB #21 (12' RT) RIM 29.11 (SOLID LOCKING C VER� RIM 29.64 (SOLID LOCKING C )VER) RIM 28.48 SOLID LOCKING COVER) RIM 28.77 ( LID LOCKING COVER) I.E. 23.81 24 E & W I.E. 24.34 24 E & W W I.E. 23.40 4" E & W ` W Z I.E. 23.55 2 E & W I.E. 23.81 12 N I.E. 26.75 8 N r J I.E. 24.40 " S I.E. 24.88 8" S I.E. 24.31 18" S I.E. 24.84 18" S Z _ DATUM! ELE'V I.E. 25.18 N J o 15.00 a Q co O O N Ili 1� (D OO pO 5 N N N N N N N N M M F-- O CL101+00 102+00 103+00 104+00 105+00 �O��OF W .\ _ 106+00 Of O I co N CITY OF RENTON 0 Y * 2 JF27 �G�•��'�� DEPARTMENT OF PUBLIC WORKS 0 DA HORZ. SCALE: 1"� = 20' s/ONALEN 1 Z�-�� S. TOBIN ST. - LAKE AVE. 3 VERT. SCALE: 1 - 5 STORM SYSTEM IMPROVEMENT PROJECT p EXPtRE310/16/ Lo 0 DATUM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKS DESIGNED: SW DATE: 7/12/96 FILE NAME: 6575SD n DRAWN: MAA Lo rn 0 2GRAPHIC SCALE 60 CHECKED: SCALE: 1" = 20' FIELD BOOKi 629 NO. REVISION BY APPR. DATE APPROVED; SHEET: 4 OF: 6 DIRECTOR OF PUyLIC WORKS B r I I 85 TOBIN ST.' EX. CB TO BE F,60VED 'n & REPLACED W/ CB #16 CB RIM=29.64 #85 TOBIN ST. I CB RIM=29.86 I I > I y I TE12PVE . 8" PVC E.=26.1 I.E.6"C.NE.=29.0 30' 1 NW.=25.1 I s II EX. CB TO BE REMOVED EX. CB TO BE REMOVED - 30 I I.E. 12" CPEP NE.=25.3 1 I CB RIM=29.87 I.E.12"CPEP W.=25.1 #104 RAINIER AVE. #100 RAINIER AVE. II & REPLACED W/ C8,#1.1• I I NEW CB #13 I.E.12"CONC.S.=23.5 1 9+18.64 LAKE S > FILL FULL LENGTH OF I.E.12"CONC.NE.=23.3 I CB RIM=28.91 #110 RAINIER AVE. EX. MH TO E REMOVE[ , 6' EX. 6` �� CONC. r�G I.E.12"D.I. E.=25.1 _ 1 I LE.8"PVC W.=26.61 SDMH RIM=-8.17 I I C8 RIDS=27.60 1.E.8"CONC.E.=23.5�ABAN N _� _ I - V LE.15'CMP.S.- 21.87 B I GAS SERVICE THROUGH I I EX. CB TO BE REMOVED LE 12"Pvc.w.=23 d SUMH RIM=29.02 t p, I I LE.12"CMP.W.=23.17 I( I.E.6 CONC. E.=26.4 SD TO BE RELOCATED CB RIM=28.71 REMOVE EX. CB LE 8"PVC.N.�2S. (ABAN N ) j I I.E.12"CONC.S.=23.4 3.2 D EX. CB TO BE REMOVED 3 p�'� C LE.6"CONC.Nk(PLUGGE ) BY OTHERS I I I LE.12"C. N.=23.0 CB RIM=28.31 LE 6"CONGSW.=28.2 I III I III LE.12"CONC.N.=23.4 & REPLACED W/ C8 #7 ��/ LE.12"CONC. .=21.97 II LE.12"C. S.=23.0 ' so I.E.12"CPEP.SW.= .6 _ = 6.64 �. � �� -_I.E.B_'CON�22.52 LE.6"C. W.=23.7 /E - � c LE.6"CONC.W.=23.6 ABAN - L -1. . --- _ ____ 26,11 _=--- - -_ --------------- II I C•B. RIM 2 � � I __--------. _---------___. ._._..__..----__-- -- E_�24.8 z I E a am c' REMOVE EX. -8"_SD & REPLACE W/ - - - - - - - _ REMOVE EX. SD - - - - NEW CB 12 �Q REMOVE EX. SD & REPLACE ec t �qLL FULL GTH OF:% rC�IIS.Sc.BK.WALK - _ L - -= _ - _._ - -_ _ __. _. .._ m 12 LF - 12" CPEP _ -r- -�' 56+13.64-<PT. G I-- - - uGT _ -- _ #'LAeE Wf _._- __.- .__. -_ _. _ - ---try f 1 -LF 24=-OR€R =__=-- ___ - -EX. 6 - W � ' 1 / I /F�_.E.v.- 29.46 I -� - PUGT UGT UGT II 3c I CP _ ..1 - - UGT W Ci 1� -F PPROX. LOCATION FIBER uGT - ,r CONC G - G -- --- G _. & # ,�- _ I \��\\�, \�`.\`.\ p UGT -"BLE --FER. - __ -- - -- -- - - - - ;{ ABAN. TICS CA 5 �\ - - -- ' - USE EX U FIBER OP �Z� E.::7 ASP�iALr ucT AT&T _ - cr NEW CB #10 I 1 `n REMOVE- EX 6" SD II $� � - s.- N01'38'07"E " - -00' - REPLACE W/ 33LF 8" CPEP `O I �,$ cp u UGT 14 LF - 8" CPEP o0 o " U, o I 14 - _ REMOVE EX. 6 SD PIPES REMOVE EX. SD PIPES - cn O » - O .7 O r I �` \ 12" CONC_ O EW CB 8" PVC 30 LF 8 DI & REPLACE -W/ & REPLACE W/ (_.) I I SEE�DET IL 1 - - - - q= - o REMOVE EX. SD _ �' `ss 12 LF - 88„ PEP PARALLEL 45_LF - 18 I e c G - NEW CB #6 & REPLACE W/ -- _ I '� - REMOVE EX. SD - __ - ss ss - ` _ -- w w yy 8" WATER w (�J � N ss 8" PVCCPJ SAN. SEW. N ss- W/ 1 Ei1 LF - 24 CPEP w -- w - V » P W -_ - - - --- -- -- - - - - -- - - " ---- - - - -- - - - - w w WATER » __� - - - - - - - -- - __- - - -- - --- --- --NEW~CB_ 14 _��____________- , __ __ --- HAI REPLACE& 77 LF - 24 CPEP _ w 1. -----------y- �-.______ _-,-_ _ �- _ .\ I 6 P w S CPEP _ _.___ _.___- - - - _--- --� - _- coNc. wALK - - - - - - - - z8` - - EX. CB TO BE , i 30 LF _ - -- - - - - g TYP.' w CONC. C��R_S_�•L-�._�--:__---_�-_ - _ - _ .. - .�� .� _ -_ _��"__ - _�� - - - - - - -- _ - - ROVES - ._._ __- _ --___ NEW _ iI � C CB RIM 29.24,1 ----==" - __-._-- �-_--"Q i �? � � S5MH RIM-29.64 _ -- CON - - -= 2=- a---�\ - J -/ 'I, LE.12 W.=25.1 I I i� --- - = - -- - ,\�' ..\� \ I i -- --- -- - - - - `;` \ `� �` , LIE I� LE.12"PVC.W.=21.8 LE.6" NE.=27.2I !i LE.12"PVC.E_=21.6 _ _ �i \ EXIST. BLDG. (TYP.) o•�--- �v CB iM=27.97 �' #105 (g" W. RUNS I I E.8"PVC S -22.0 " _ SSMH RIM=28.54 I I TOBIN ST TMC'ONC� II w I ;! » I I E 8"PVC N.-22.0 LE.8 PVC.W.-22.9 I.E.8"PVC. N.=23.8 I 16' i D /l Lower LE.B"AVC.E.=22.9 ! 1' D.I. SSMH RIM=28.81 NEW CB 17 I � r 0 II I 01' I.E.8"Pvc. N./s.=22.6 LE.6"PVC. E.=22.8 #108 m 0I If f'1 I CB RIM=28.30 TOBIN ST N #102 LAKE AVE. I I I N I (- 1 LE.6 CONC.S.=27.5 > J.•+1+, I I < 1 I REMOVE EX. CB m I 1` w i REPLACE W/ CB #18 m-� I I MATCHLINE 100+80 I o II T I SEE SHEET 4 N RENTON HIGH SCHOOL I I i - CB RIM = I �, O " ONE #400 S. 2ND ST. I,E. 6" N. =26.99 II I I . I I WN � I! � II O I II • I I I � � I Pv I I goo �o NEW TYPE I C8 #13 REMOVE EX. CB RIM 28.1 NEW TYPE I CB #14 REPLACE W/ TYPE I CS #18 REMOVE & REPLACE EX. CB NEW CB #9 STA 54+79 22'RT I.E. 23.7 ,`." E RIM 28.5 RIM 28.30 R .E. 26.50 W/ NEW TYPE I CB #7 RIM �7.25 I.E.LE. 26.50 EX. 6 SD I.E. 22.25 j I.E. 22.0 I j REMOVE & REO,LACE EX. CB W/ I PLUG END- NEW I ! ( II SET CB GRATE TO ALIGN W/ I NEW TYPE I CO #11 I NEW CB , 10 EX. ABANDON`_D ' X. GAS ` d- N 1 I ! W CONC. EX. GAS. PACK VOID B E FUTURE CURB EXTENSION ! RIM 27.60 6 / ~ 22' LEFT OF ) I ! I.E. 23.80 Ct ! - NEW SD AND EX. GAS W/ ; I w W I ( I EX. 8"W I - . z i ETHAFOAM OR APPROVED QUAL ! o `w 26 5�1 EX. 8"SS .. A ANDONED �EX. 8'W �(n I - - 4e --- - - -- -- ---- - - _ - - - 3@-- --- --------_ -- - ---- _ - -- --- -- -- -- -- --- -- - I » O I I AS LINE 00 30 LF - 8" DI w w CONNECT EX. 6 w N NEW C 1 ! EX. 12 SD f # ' S = 1.007E N USE 20LF SECTION " SO TO CB USE 18' SECTION FROM NEW TYPE I �B #16 NEW CB 15 OF SD UNDER 8" W 14LF-8 CPEP CB 14 TO NEST OVER RIM 29.86 I OVER 6GAS UT1L. EX. 8' SD I CE =1.219G _._-.- __-- ---_-.__'.. _ _..-_ -__.._ ..._________..-_- _EX, g".._W _ I.E. 26.6 _.._._.._ -_-_______.- ---- . _ (W _ MIN...8_. CLEARAN ) { T 20 t _ _ ..-- -- -- -- -_-_----- --2Q - _ _ =..�-- - f USE-18 SECTION \ f _-_. _ --___ __.._-- - I -- -- -" 25 - " 26 EX. 8"W �� W END AT CB TO EAST I 12LF-8" CPEP I NEW CB�#12 t N CB #17 I FROM CB #1$ TO' 12LF-12" CPEP - -r S=1.67% i L- - NEW 72 TYPE II CB 1,05 „ ( SOUTH OVER EX. S=1.259r NEW CB "0 I I ! - - - - - - - - - - - - -- � RIM 29.9 " I 8 W oIT_ CPEP I E 12 SD I I I.E. 23.00 24 S I I 15 LF CONTROL S= .83X I EXISTING GRADE AT __. _ _ ) 18_E� .__._ _ -----_ _DEN ITY FILL EX. 8 SD �..______.__-___.__ ____ _____--.___._____--__-._____Qp__._._._._.___ __�- -- -_.___.__. _._ I__-CENTERLINE OF PAVING - -___-- _ -_-----------______----- I I - - -� r I.E. 26.008�SW » r t ENCASEMENT_._- - -_.-. J � I I CONNECT EX. 12 NE & W r r ' SEE NOTES ON DETAIL 1/5 EX. CB X. 8" W THROUGH C1 EXISTING STORM DRAIN - OTTOM 25.2 -----_______-�___.--_- ____ _ --_--------- -_----- -------- ---- _.____.__._ _. ____-__._. --____ _____ _. ___-__--_______-__-- -_ __._._ ._- ______.._ CP - - - I - - - - - - - - - - - - - - - - - - - - - - 122-LF- -24o�RE;LS�o.V7 - = o.12x _ _ _ _ _ _ - - - - T45L� - 24 PEPS 0.179E - - - LF - 24" CPEPS = 0.19 161 LF 24* CPEP S = 0.19 - - - - - - - - ;� a A 77 - - - - - - - - - - - - - -- ------- --_ - _ -- -- -- -- ----- -- _-- - .-- --- _ _- ------- -- - ---- - ------- -- ---- -2- -PARALLEL--18"-- CPEP REMOVE EX. BRICK MH & REP-ACE W/ 45 LF EACH PIPE L o N - NEW 48" E II CB #6 W/ NEW 48" TYPE II CB W/ S = 0.679� EX. 8 SS , o SOLID LOC ING COVER SOLID LOCKING COVER REMOVE EX. BRICK MH & REPLACE W/ NEW TYPE II CB #12 (10' LT OF CE ) � + + RIM 27.5 RIM 27.7 NEW 48` TYPE II CB #10 / SOLID LOCKING COVER RIM 28.71 (SOLID LOCKING COVER) p I.E. 21.85 4` N & S I.E. 22.00 24" N & S RIM 28.17 I.E. 22.55 24 " S & N USE 20 LF SECTION O LO » OF SD PIPE UNDER ' I.E. 21.85 2 W LE. 22.00 8 E I.E. 23.5 8 E & W M NEW CB 17 O STA 100 35, 12 RT i6h DATUM! ELE'V I.E. 22.30 24 S & N __. 0 , o z 15.00 CONNECT OTHER EX. SD P PES + + z RIM 29.0 o -� I.E. 23.63 8" NW ° _W MH TO EAST go Im w �o I.E. 23.30 (2) 18" W M Ir„ OR o N N N I.E. 23.30 24" E o !'_ 3 U o °' ad ad oo c® of C� Q Q » of3 5 Q N ^� N cr cal cv N "' �'' c(n v~i I.E. 26.20 8 N N I Q o - - 1, S LAKE AVE. TOBIN ST. 5 00 55+00 56+00 57+00 53+00 ® pF W' /Yil, 59+00 100+00 100+50 v7 - I " CITY OF RENTON �0 9F �� e�,� I DEPARTMENT OF PUBLIC WORKS w 29727 '' �s crs a � 7-L1-I6 x S�ONAL �, #b HORZ. SCALE: 1" _= 20' S. TOBIN �T. - LAKE AVE. o ,q VERT. SCALE: 1 = 5 i` °X'i�s 10"6/97 �'ORM SYSTEM IMPROVEMENT PP� 1JE+ '�' a N DATUM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKS CD I -� DESIGNED; SW DATE; 7/12/96 FILE NAME: 6575SD Ln 0 D 40 60 DRAWN; MAA SCALE; " FIELD BOOK; GRAPl1iC SCALE I CHECKED: 1 = 20 629 U WID 7 'm2172 y NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 6 D O D IRECTR F PUbLIC WORKS f�i1vl\u i►1.�: