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HomeMy WebLinkAboutzS-2189Setwwp -i7— I !Dim i i S v R D E S I G N C O M P A N Y • Civil Engineering • Planning • Landscape Architecture • 911 Western Avenue • Suite 302 • Seattle, WA 98104 • Phone 206.223.0326 • s s Os z A RAINIER AVE. N. -- , i A 167 3 VALLEY FREEWAY r F SHA DICK S. o INDEX OF DRAWINGS a °z Z CEDAg!� s SHEEP N0. DESCRIPTION ' n LOGAN AVE. S. r 9f COVER SHEET — ROAD � MAIN A E 5. BENSON o 2 SEWER PLAN AND PROFILE, STA. 10 +00 TO 14 +00 MILL �O�S O,y PARK AVE. N. 3 SEWER PLAN AND PROFILE, STA. 14 +00 TO 19 +00 9� PROJECT / 4 SEWER PLAN AND PROFILE, STA. 19 +00 TO 23 +00 LOCATION �e - 218901 SUNS N R R 5 SEWER PLAN AND PROFILE, STA. 23 +00 TO 28 +00 B� FD aos� 6 WATER PLAN AND PROFILE, STA. 20 +00 TO 23 +00 RECOMMENDED FOR APPROVAL IN 7 WATER PLAN AND PROFILE, STA. 23 +00 TO 28 +00 PLAN REVIEW DATE 8 GENERAL NOTES AND DETAILS WASTEWATER UTILITY DATE WATER UTILITY DATE LOCATION MAP 9 DETAILS REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS UTILITY SYSTEMS MANAGER DATE MAINTENANCE SERVICES MANAGER DATE RO LL'149 365 SHEET 1 OF 9 95006 MAINCOV N PROJECT MERIDIAN IS ASSUMED 2.0 0 1 1 0 20 40 Im-m mm i I'_ SSMH RIM-41.10 f co INV 2 4" W, 187NE, 8"N=32.97 x SCALE: 1" = 20' BLDG #435 LEGEND co L RESTRIPE & BUTTON 0 NEW SANITARY BLDG #435 LANE MARKINGS PER SEWER CLEAN OUT BLDG #919 :_ 4 SPECIFICATIONS 0 NEW SANITARY EWER MANHOLE SSMH RIM 42.24 S 0 A _.F+A__ INV 8" N&S=35.98 NEW SANITARY P A SEWER LINE 77— LLJ 4 ASPHALT PAVEMENT L I M, IT,� IJ i OF PA REPAIR "Pj SIDEWALK 8 ROPAi N I LILOW S.S. ) CONCRETE NEW Sl­� S. REMOVE- EX � S.S.M�H. (STA. 13+25 5 H. #2 REPAIR NEW S.S.M:H."#1 (S EWER_TR.ENCH Ld TA.- 10+10.25 5' LT.:)- MON CENTERLINE R.O.W. --------- __,---REMOVE­ 8 SEC Ld -----------REMOVE I-, /—EX. 8" 10: F I � 'L, - -_- __ - --- Lf) RIGHT-OF-WAY EX. S.S.M.H7 I I PROPERTY LINE __7 lj 0 r. 4 nAII _Ij��mg 0 INTERM. CONTOUR 17, 11 I-fil il - . , - F 44�t­' 9+50 I�_ �` ­_S� + INDEX CONTOUR 10+00 > XT BEGIN FULL LANE 7 + - - - - - - - -------------- 12-+QQ�_ -REPAIR 1p UG SEWER MAIN PAVEMENT STA. 10+00 ------------ UG SEWER SERVICE +0c) 14'-1 UG STORM < d -MAIN--AVE-S- UG WATER UG WATER SERVICE Ld UG TELEPHONE z UG GAS A _j UG GAS SERVICE NOTES: 1 4- C) UG POWER R kyl -� I\V 2' R C P We, + T. UG TELEVISION 1. EXISTING SIDE SEWER CONNECTIONS SHOWN ARE q BASED ON TELEVIDEO OF MAIN AVE. SEWER LINE E­_1T �E­ IN C"ICP < GAS METER S I F, c. I _`.S. CITY RECORDS. NEW SIDE SEWERS SHALL BE GAS VALVE PROVIDED PER NOTE 2 & AS SHOWN ON PLAN. SIDE SEWER REPLACEMENT, PAVEMENT RESTORATION, TRANSFORMER CURB REPAIR & SIDEWALK REPLACEMENT SHALL SSMH SUMP Fj POWER VAULT CONFORM TO CITY OF RENTON STANDARD DETAILS RIM=48.17 TELEPHONE VAULT & THESE PLANS. INV 19' NE & SW=37.4 0 SEWER MANHOLE 2. LOCATE EXISTING-ACTIVE SIDE SEWERS ALONG - CATCH BASIN MAIN AVE. LINE FOR THE FOLLOWING BUILDINGS L I I L STORM MANHOLE & REPLACE AT THE SAME LOCATION WITH NEW EXIST. BUILDING 6' SIDE SEWER LINE(S) BETWEEN 9' SS MAIN & PROPERTY LINE: CALL 48 HOURS 435 MAIN AVENUE SOUTH (CITY RECORDS BEFORE YOU DIG SHOW A SIDE SEWER TO THIS BUILDING S V R 55 ........ FROM S. 5TH ST. ADDITIONAL SIDE SEWER(S) 1-800-424-5555 55 MAY OCCUR ALONG MAIN AVE. S.) . ...... . ................. NEW S�S:M'-H. #1 (4i�'_bw ............... .. . .... ............. ....... .......... ......... ........ .. ... .. . ... DESIGN C O M P A N Y STA. 10+10.26 5 LT. NEW SHALLOW S.S.M.H. #2 3. PIPE LENGTHS & SLOPES SHOWN IN PROFILE RIM= 41.1 (54!' D3 +25.4 5' DEEP) 911 Western Avenue ARE FROM EDGE OF M'H. TO EDGE OF Suite 302 IE 8- NORTH = (IN) 34.32 (MATCH CROWN OF EX. 24!') 50 ......... M.H. (2' OFF CENTER)........... 1 5'. LT Seattle, WA 98104 ........................................................ ... IE AT- ME -- .32.97. (IN) ........................................................................................ . ............................. .. ...... .. R[M= 42 24 ..................... ... 50 Phone 206.223.0326 IE 24!' WEST 32.97 (OUT) IE T NORTH­ 35.90 (IN) 0 IE -T SOUTH 35.80 (OUT) BEN A. VWMA 0 C? 0 . ... ......... ...... 45 45 ..... ................................................ .......... ... .0 .... ............... EXISTING- GROUND­_�� ................. .............................................. < AT CENTERLINE 96 Q� 0 00 0 FEOI.. < 40 ................................................ .............. .... ... < ........................ .............. ......................................................... .. .... ............................................... IDGWES 3/07/96 13 V) D_ < t I- < 0 RECOMMENDED FOR APPROVAL S S. @ 0.48% - - - - - - - - - - - - - - - - - - 311 LF B" 35 ......... . ............................ ..................... ... ................................. ....... ........... .......... ..................... ................................................ 35 - - - - - - - -- PLAN REVIEW DATE 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - EXIST. 6' S.S. WASTEWATER UTILITY DATE 30 ....... ........... ........... ....... ...................... ............................................................................................................................ ......... EXISTING SS MANHOLE . ................................... 30 EXISTING SS MANHOLE- r.TTY np _R_F.NTnN ........................ ........................ .................................. ........ ................................. ......................... ............ ................................... ....... I .......... ....... 13+00 14+00 20 .......................... ....................... ................... ........................................................................ 9+00 10+00 11+00 12+00 wwP-27_21839 I N - - -- -- - _IL - PROJECT MERIDIAN IS ASSUMED I - in F 41 20 0 10 20 40 _. 6m m IL_ 4� LIMITS OF PAVEMENT = _ TI _I� SCALE: 1" = 20' - _ BLDG #903 I ; g REPAIR (TYP.) t , f - _ NEW HALLOW S. �,�- -- I sMH_ #3' F F L _- LEGEND r G ) T 4 I!� I� E�JT ._.a ( Q 5' 1 r- - -- =- �� LT. - 4 , 4 4 " ri -FI' _T BLA e SEWER } J _ r I I � ,t , STA. 16 +5 BLDG #323 1/2 BLDG OUT - F 2 SEW R TRENC) I L #319 ® NEW SANITARY W _ E _REMOVE' �� -- -8 SEC ION (NP. E SL� r ��" _, -� - - SEWER MANHOLE LU � '- � -`- '•, ,- <�ii �� - - -- #331.. #329 _ EX. $.S.M.H. �; t.v {� n 1 -_�' - -.. _ % / / /i + /i ✓i % / /i /i' /_f< �� , % // j �B G #31 _ - - LD 7 _ � -� _ - PAVEMENT - _ ; - �SE SEWER _ i SEWER 111 _ - - - _ �..- ..,�- -. -t j l_ 4 - - -- - [ [ Lam; -- - REPAIR LT LLJ - - �: - , : s N - --- - _ -_ - - -' --t - -- -I° -= - e ON - - _ -- - _R_ REMOVE - w CONCRETE SIDEWALK 9 -- REPLACEMEN 321 • :LF 8" S:S: = ®: 0 4 ,% - _ - - FRENCH I� €C - -- EX. S tvTl�_ J N REPAIR T.A. 18+03 LTt i 4 t� a p 00 i —_ 4 z _ - -32T LF -8`S ? ® 0 �F 9 - ° - CENTERLINE R.O.W. _ .., } - _ .15+00 15 +60.18', - _. aw c - - _ SSMH- RIM 43 43 _- _- - ��, 16 +00 +. V I A I4 174 00 18+010 _ 0 RIGHT -OF -WAY _ 3 PROPERTY LINE �- INV 8'115 & S 378 i - — -- - - 1� "D _ 1 'C SSMH RIM -44.39 19 _i' - -- -:_- .• - �.tT'. _:._ _ -- r - -2 -SIDE .Sf: GYEB. —_ — — _ __ - _; - -- -'INV 8" N &S =38.7 INTERM. CONTOUR - Q ,: _ _MAIN AVE S REI�gCH SENT INDEX CONTOUR F�- : _ '_ i 1 - -. - RANCH SECTION - - - - -- a -- + _.. -_ - - - - - -- - - -- -, - - - - r = - -- !_ y I r._ \ STA;' 17 +27 R _ =_�_- - _NEW SIDE SEWER - _ L .,. - ------------ ------ - - - - -- UG SEWER SERVICE W _ - - - - STA. 18 +10 RT. LF it i. CONC. CURB /i / / /i /i / /i. ;i% /i / 7 - �' N Z " - UG STORM J _ REPAIR (TYP) n W - -- 2 I ❑ PH °,_T " CORDS SH W A 6" STORM UG WATER ~ q / CITY RECORDS = Z UG WATER SERVICE _ I -' �I - r �, S n L FROM',, N U \. , \ EXMOVDE A KEPli%\CE l 4 PAVEME T\ CORNER OF I BLDG T 330 MAIN N AVE S. J - UG TELEPHONE =4 =? NEAREST JOINTSR(TYP) -F' II 43 _ REPAIR ,( IF STORM, SEWER I CONNECTER,= "TO,EX. - - -- UG GAS \ 8 - NOTES - f " z ': BLDG #330 SEWER MAIN, CAP X. PIPE & CONN�CT 1�- - -- UG GAS SERVICE fl F y,- E T _ 3T0 EX CATCRI,,8ASFN IWy41'$ LF 6' Q - F f l 4 - I -- -- - --- UG POWER 1. EXISTING SIDE SEWER CONNECTIONS SHOWN ARE BASED ON TELEVIDEO OF MAIN AVE. SEWER LINE `; �- t P,J 4 R.. S B4 �'.2 J NF I J UG TELEVISION n, & CITY RECORDS. NEW SIDE SEWERS SHALL BE I 4 F 6. •T 4_ 5 r N e 4 A Nv ` - N GAS METER PROVIDED PER NOTE 2 & AS SHOWN ON PLAN. �' IN • . h� ' N &S =3 3 ® 44. L 17 GAS VALVE SIDE SEWER REPLACEMENT, PAVEMENT RESTORATION, - C.!T - cF tiIV z -- - R I TRANSFORMER CURB REPAIR & SIDEWALK REPLACEMENT SHALL 0!I __ N`! R 4c :,.) - JAI CONFORM TO CITY OF RENTON STANDARD DETAILS FE; E IN`„ R(--,-, 4 8 H E F'! POWER VAULT R I:,R & THESE PLANS. -,I- _L DIN . C- -40J. N' F +I 0 TELEPHONE VAULT 2. LOCATE EXISTING ACTIVE SIDE SEWERS ALONG INN, k' O SEWER MANHOLE MAIN AVE. LINE FOR THE FOLLOWING BUILDINGS N- II ?` a R CATCH BASIN & REPLACE AT THE SAME LOCATION WITH NEW 'F T4`'` F i6 R F 4` L', STORM MANHOLE 6" SIDE SEWER LINE(S) BETWEEN T SS MAIN `•' ? & PROPERTY LINE: 3CT ? -H EXIST. ' BUILDING 317 MAIN AVENUE SOUTH CALL 48 HOURS 319 MAIN AVENUE SOUTH BEFORE YOU DIG 323 1/2 MAIN AVENUE SOUTH 1-800-424-5555 . $ Y R - - 55 .... • • .329..MAIN.AVENUE. SOUTH ........ _ .... ............................... _ .................:.. ............................... ........ .. ......... ........... .......... ....... ....... ...... ... ..... .... .. 55 331 MAIN AVENUE SOUTH z z z DESIGN C0MPANr 330 MAIN AVENUE SOUTH NEW SHALLOW. S.S.M.H. #3 ° w . ° ? o o Q 911 Western Avenue 54'. DIA. 6' DEEP a v ¢ a a o Suite 302 3. PIPE LENGTHS &SLOPES SHOWN IN PROFILE z z z z z z' STA: 16 +50 5' LT. ' ° - ° ° C) ' JI° .......... o o - .a o o . U :5 ..... ...... .o ............. ... .. ........ ........... . .................... 50 50 ARE 'FROM EDGE OF M:W: 'TO' EDGE' nF..... o ........... w � Q w w 0 z....... RIM= '43:43' ' Xi U) .I D- � > o Phone 206.223.0326 M.H. (2' OFF CENTER) a�za�o a z a�z a IE 8" NORTH = 37.53 ('IN)) o �' o ° X w xo ° Q U JU C) J U J U. ( F- o z o 0 0 0 0° IE 8" SOUTH = 37 43 OUT w o v o n o 4 A Q Q D_ - EXISTING GROUND -� � Iw I� .Iw Iz L� Q 3 � - a � Qlco 45 AT CENTERLINE XL °.........:. o a:o ° .xo a o oz o o..... ...... ....................... a ..... arm...... ... ... .. 45 A of - - o� �� 9b, 40 .......... .......... ...... ................. . ......... .............. ............III. ... ..... ......... ... ............. .. ...... ..... .. ...... .. 40 -- II _ 321 LF 8" S.S. ® 0.48% - -- - - -- -- - - - - -- ----------- --- -- -----= - - - - -- - _ -____ --- _- _- _ - - - -- RECOMMENDED FOR APPROVAL 35 ................... ... ...... ............................... ... ........ ...............I ... .. .... ... ... °..... .. .. .. ....... ....... ........ ........ ...... ... ......... .... ... ... ............ .... .......... ...... .. ..... ... ............ .... ... PLAN REVIEW DATE 35 WASTEWATER UTILITY DATE EXISTING SS MANHOLE EXISTING SS MANHOLE 30 ........................................................................................................................................ ............................... _ . 30 CITY OF RENTON DEPARTMENT: OF PUBLIC WORKS 25...... ........... ............................................. ..... . _ ........ ..... ,... ........ ... ... ...............:......... ........ ....... .......... .... ............................... .............. .. ........... ..... MAIN AVENUE SOUTH UTILITIES REPLACEMENT 19 +00 M T 20 ............ ............... ....... ......... ................ ..............: ............ ....... 14+00 15+00 16 +00 17 +00 18 +00 ww,u- 27 —i/$9 LEGEND e NEW SANITARY SEWER CLEAN OUT REMOVE EX. S.S.M.H. N ® NEW SANITARY SIDE SEWER REPLACEMENT NEW SHALLOW S.S.M.H. #5 SEWER MANHOLE STA. 20 +76 LT. INSTALL I (STA. 20 +76 3' LT.) NEW SANITARY SURFACE CLEANOUT AT CURB LINE I PROJECT MERIDIAN IS ASSUMED SEWER LINE 4 LIMITS OF PAVEMENT ASPHALT PAVEMENT zo 0 NEW SHALLOW S.S.M.H. #4 11 8 REPAIR (TYP.) 0 20 ao REPAIR F SEWER & WATER CONCRETE SIDEWALK (STA. 19 +75, 5' LT.) !.1•. _ t I' 3 TRENCH REPAIR 5 SSMI i [RIM-45.24 -- 8 SECTION (TYP.) SCALE: 1' 20' = iM! 6" Vv S9 44 INV n" S -39.34 1 - CENTERLINE R.O.W. RIGHT -OF -WAY PROPERTY LINE 2 SEWER TRENCH N \ , -- NTERM. CONTOUR BLDG 315 SECTION (NP.) iU A// Ff - _�I- E i 4 = cam_ INDEX CONTOUR UG SEWER MAIN BLDG #928 BLDG 233 Ls9 y BLDG #919; 1. SSMH RIM-45.24 # / Lil - -- - -- UG SEWER SERVICE BOT =41.5 %' &'235 _ BLDG #231 1/2 2 - -- UG STORM 'j` /. (n UG WATER LLI , .. ; : � �. / iii�� iii/ � � r _ F H ,��:TNNMII , ,� li - LV - -- - -- UG WATER SERVICE �OC NOTES: TELEPHONE F „ N 1. EXISTING SIDE SEWER CONNECTIONS SHOWN ARE PLUG -EX. 8 "ys —y` UG GAS t E_ , ! &--T-4 o BASED ON RECORDS. OF MAIN AVE. SEWER LINE _ UG GAS SERVICE O 00 T _ , - r &CITY RECORDS. NEW SIDE SEWERS SHALL BE 8 "_ S.S. _ EFTS --6 MAIN AVE S. 20 +DD / -i `� - 8 SS,�' �"0tf'S' -04— T + PROVIDED PER NOTE 2 & AS SHOWN ON PLAN. F -- UG POWER -F _ T - SIDE SEWER REPLACEMENT, PAVEMENT RESTORATIOW - UG TELEVISION 17 - - - - __2 Pf UG EX '; - �22�D� r T - - -- - -- K% CURB REPAIR & SIDEWALK REPLACEMENT SHALL r GAS METER LIMITS ,,& PAVEMENT TRENCH SECTION. $, S.S. T ii mm RL QVE .�X 525.,My — _ IN AVER- -2 -3 N CONFORM TO CITY OF RENTON STANDARD DETAILS 2i+ 0: � 4, -- E GAS VALVE 9 Q REPAIR (TYP.) $ _ - _y �1f �.EX 84.S.. 4 LIMITS OF PAVEMENT Q &THESE PLANS. - -STA 19 +75 'RT = �F �` F � /I _ _ 8 REPAIR (TYP.) �' TRANSFORMER 2. LOCATE EXISTING ACTIVE SIDE SEWERS ALONG POWER VAULT y I� lyl MAIN AVE. LINE FOR THE FOLLOWING BUILDINGS T TELEPHONE VAULT -;— — L i, �;� 1� i�'. _ - f W E SAME LOCATION WITH NEW - -- i I: �;� /i /i /�i G %U, / / /i7 „' %�L ;,%,� /�2i% ii /i,�iii.�i /Li /, i / i�� /i; i� fi' S�DE SEWER T INE(S) BETWEEN 8° SS MAIN O SEWER MANHOLE Z GONG. CURB- ���� F �.� .c �.. /,'\ % J & PROPERTY LINE: CATCH BASIN 2 REPAIR TYP.�� �I �D /,, BLDG #100'2 BLDG'•, #232 BLDG #230 Z STORM MANHOLE ( ) �. A 7 O I 1' I II _ U I U SOUTH \ -`- REMOVE & REP LA E # _ ;< 230 MAN MAIN E BLDG 304 r EXIST. BUILDING Q CONC. SIDEWALK ANEL = i - f I F I - -- F 231 1/2 MAIN AVENUE SOUTH _ I t 4 Q 232 MAIN AVENUE SOUTH FROM NEAREST JOINTS \ - h - 233 MAIN AVENUE SOUTH -4 Ir 44.7 Lr 4i I ENE SOUTH Jt (NP•) FIF G T 4_t I L- i1 =4�i. 237 MAIN AVENUE SOUTH F FI 44 919 S. 3RD STREET 928 S. 3RD STREET III' 1 �� ^,'_ `i - - ' 1002 S. 3RD STREET 'F 4 304 MAIN AVENUE SOUTH - " " -z 315 MAIN AVENUE SOUTH 3. PIPE LENGTHS & SLOPES SHOWN IN PROFILE ARE FROM EDGE OF M.H. TO EDGE OF M.H. (2' OFF CENTER) CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 S Y R 55 . ............................... .................. .. ........... ............................... ............................... 55 z z NEW SHALLOW S: S. M. H...# 4 ... ............................... - p p NEW SHALLOW S.S.M.H. #5 z ' 'z' ' z z o e s c N c o rn P A N r (54” DIA. 5.9' 'DEEP) ° z ° z ° w (54' DIA. 4.8' DEEP) . � Q F Q r= Q a 911 Western Avenue a p a STA.. 19 +75 5' LT. z z ¢ o Q a o Q. ol> olc3 o RIM= 44.93 STA. 20 +76 3' LT.o z o olo olo QIo 0 o Suite 302 - - R1M =44.77 a 0 Seattle, WA 98104 50 ... ............................... w... w lE 8 ". S.OUTH.. =. 39.06. OUT .............. ¢ o. ¢ ............ ............................... 7.................... ............. I............................... ............................... 50 x X U IE 6' EAST = .39.16 (IN) ) IE 6" WEST" = o ° o x x � � x � Phone 206.223.0326 o� ovt o� 40.12 (IN)' ���� o° o° o° o -' a a n EXISTING GROUND 1E 8" NORTH = o10 Xol< BEN • K a¢ d a x �AT CENTERLINE 40.02 OUT w a d d JQ WA alb Qlo p cn Qh QI� Ql aM .F ai 45 -- __ [1 -1L -� -.. ....... .. —.... — ...-- ..Q_..��...IlL. -..— 45 _ y5 ........... NEW a a SEE SHEETIA6ER MAIN A� - - - - -- tt /ONAE �I �� 40 .._... . ............................... ____.__. _ - - -.__ - .- . -.. - -- --------- .----------------- - -.. -- ......................... ............................... owEssoWree ...................... ------- - - - - -- EO EO 31-0 LF 8” S.S. CL. 50 D.I. ® 0.42% (POLYWRAPPED) EXIST. 8" S.S. APPROX. TOP CRPL #1 { 66' SWD PIPE. . APPROX. TOP CRPL #2 EL. 37.7 35 35 ......................................... ............................. .. ... 1........ .......... ............................... _ ...................... ............................... 51 1/27 - SWD PIPE . EL. 38.5_ 2 - 18' LENGTHS D.I. PIPE WITH 3 RESTRAINED JOINTS. CENTER ONE.JOINT MIDWAY 30 ................................................................... ............................... .............................. .,BETWEEN ....ER PIPELINES BETWEEN CEDAR RIVER PIPELINES 24 +00 EXISTING SS MANHOLE EXISTING SS MANHOLE #17 -93 c ' 25 ....................................................................................................................................................................... ............................... ..... 23 +00 20 .................................................................................................................................................................................... ............................... 18 +00 20+00 21 +00 22 +00 www .2 -we 9 368 NOTES: 1. EXISTING SIDE SEWER CONNECTIONS SHOWN ARE BASED ON TELEVIDEO OF MAIN AVE. SEWER LINE & CITY RECORDS. NEW SIDE SEWERS SHALL BE N PROVIDED PER NOTE 2 & AS SHOWN ON PLAN. SIDE SEWER REPLACEMENT, PAVEMENT RESTORATION, CURB REPAIR & SIDEWALK REPLACEMENT SHALL PROJECT MERIDIAN IS ASSUMED LOCATE EXISTING SIDE SEWER CONFORM TO CITY OF RENTON STANDARD NEAR SOUTH SIDE OF FUEL DETAILS & THESE PLANS. 20 0 0 20 ao -I I GII I __ -� 1 �' ISLAND & CONNECT. COORDINATE - -- W/ PROPERTY OWNER L d 2. MAIN ACTIVE SIDE SEWE FOLLOWINGSBUILDI,NGS BLDG #207 %II = pI I &REPLACE AT THE SAME LOCATION WITH NEW SCALE: 1" 20' SSMH RIM 44.77 2 NEW SIDE SEWER- SSMH RIM -44.08 6" SIDE SEWER LINE(S) BETWEEN 8" SS MAIN NV 8" N &S =38.64 TRENCH SECTION l-' INV 8" S =37.41 & PROPERTY LINE: NV 12" PLUGGED E =39.8 9 STA. 25 +45 LT. a II INVI 12" E &W =36.78 221 MAIN AVENUE SOUTH LEGEND -= -_ < 225 MAIN AVENUE SOUTH 0 NEW SANITARY ^ I 226 MAIRLXVENUE�SOUTH SEWER CLEAN OUT r 229 MAYN A�%ENUF�SOUTH -- f _ • NEW SANITARY B BLDG 22i F c ,',. ` ��Q PIPE LENGTHS & SLOPES SHOWN IN SEWER MANHOLE W ! G #225 E <I LE F _ E 41 . CV ,il `., 1 O,� \ ROFILE ARE FROM EDGE OF M.H. 229 # 3 (SEWER & WATER DIRT 6_ - \ - I �I� �A �, �O �,0 EDGE OF -M :H. 2' OFF CENTER NEW SANITARY ( ) TRENCH H.4..1 LANU _ a SEWER LINE SECTION (TYP.) I 2 - 2 i., W SID SEWER r IT ASPHALT PAVEMENT yy 8 SIDE REPAIR TV- - _ ? to �- L_,; G' TRENCH SECTIO �.I T ,, _ ' \9 i/ /,' it - - r -.- L aR R i N _ `- L CONCRETE SIDEWALK U7 NEW_.SHALLOW S,S.M.H. 6 °- - - - - -- - -° 0 LT_ # - - _REMOVE EX -- 'f - -- = _ �E} - - I- STA. 23 +90, 3 LT.) - - - - � � _: _ _ O � I PLUS PIPE "ENDS - - - -- -- °.',;.,; - - - - - - -- � � --�_ .� .� = � � L ��y. r r � _ -- � - ' 8''. -�sYS� _• REPAIR CENTERLINE R.O.W. $ SS, - i- '292 -L�- 8"-S., -S - .,,. - +- - -- -- - - - PROPERTY LINE _ N _< 4 ±00 - -- OSSMH -- INTERM. CONTOUR -_ 25+0 _. M '26 00 L, ' REMOVE EX. SSMH. MAIN AVE S 4 LIMITS OF 26 +8Q., 2 +100 -' LF -_:1\ NDEX CONTOUR Fa- _ - SIDE SEWER 2 -- - $ PAVEMENT CQ NECT NEW 12 S.S. TO \EX. 28 +00 - -- -_- _ __ __._ ( ) REPLACEMENT- - 8 "SS - - - -- UG SEWER MAIN _.__ ____ _ REPAIR TYP. 9 - - },214 \S, .. FE NCO COUPLING - -- - - - - -- - -- - $ SERVICE .� - _- - - - _ -- ST��6± __ - — —.. �, - EQUIVA -- _ -- UG STORM TAN- OR AP D� ENT \ CE -- `i\ .;A.' K Z:. - - , 2° _ _ - - -_ , I NEW S S M.H. #7 Rli-- Z Ea -, - - UG WATER 26 +85;5 XlC'' 'T /i % -- UG WATER SERVICE _ \ 1 - - - -- - - - -- - .E n b;I TI UG TELEPHONE U ;ti J / i- BLDG #226 UG GAS \ BLDG #1005 t I'' \ Q UG GAS SERVICE � ��; CONC. CURB j = , i II I f ,' I_ 'I I - I � i I _ L_ \�4 ., REPAIR (TYP.) 4, I + i \ \ \\ UG POWER FII y' - UG TELEVISION % -- a,A; © GAS METER -_ �i REMOVE &REPLACE J �; - =I L�� �IJ= CONC. SIDEWALK FROM _ e - t GAS VALVE � / r I� E T 4 IS 41 NEAREST JOINTS (TYP.) �' 6 4 n'_ \ 0 TRANSFORMER G rc IVY. f R., L: -4, ti. i� �f Ft F'. POWER VAULT F1 �.• E: r f� =1 , TELEPHONE VAULT FII1 = N I O SEWER MANHOLE k 1 EI CATCH BASIN .r "< F 4 0 STORM MANHOLE EXIST. BUILDING ` CALL 48 HOURS BEFORE YOU DIG S V R 1-800-424-5555 ... .. 5 Z ..... ........ .. .............z ..z .. ...... ......Z......0111 .... .... NEW S.S.M.H. 7 D E S I G N 0 M P A Z # 5 C N V 0 0 0 U w o U (48" DIA. 7.3' DEEP) a s a a Q a? Q 911 Western Avenue NEW SHALLOW S.S.M.H. 6 U o U UIJ U o STA. 26 +85 5 3' LT. # to w o o 0 U z Suite a 02 (54' DIA. 6.1' DEEP) ° of ° z w o . o J o RIM = 44.08 a I 4 50 ..... ................... ................ ............................... ......... ..................... .. ........ ... .�...� �.... w .;...... _. .......... .. ... 50 �z Iw IE 8 SOUTH 37.42 (IN} Se WA 9810 STA. " 23 +90 3' LT: " A CI X o X w Phone 206.223.0326 X U x o Q x x z IE 12" EAST & -WEST = 36.78 RIM 44.77 EXISTING GROUND U U ° D of < o IE 8" SOUTH 38.73 IN) AT CENTERLINE a� N d � o I N A. IE 8" NORTH 38.63 (OUT) alro al o alp 41� Q JQ oFwasy, 45 ..... ... : ....... .. � .. � _ —,. � ... .... .. � � . -_.. .. ............................. ...................... . �g �` QOJ. � QNU " NEW 12'' WATER MAIN — 45 P, � 95 t�t SEE SHEET 7 NplE� �� 40 _- ..- .- :_.___ ._ ................. ... ..... ..... .... ..........._................... .. ......... .. 40 owraES a�miea --------- - - - - -- -292 LF 8 " -S S. CL 50 D.I. ®0.42 %. (POLYWRAPPED) - -- _ - -- -- -- - -- RECOMMENDED FOR APPROVAL APPROX. TOP. CRPL #3. �- 35 .......... _ ................................................. I.......... ....................... :....... ............................... ............................... .66 ". SWD'. RIPE........ .... 35 PLAN REVIEW DATE CENTER "1' - ' 18' SECTION 'OF 'PIPE " " EL. 36.6 OVER SIND PIPELINE. PROVIDE ETHAFOAM PAD WHERE CLEARANCE G 1' WASTEWATER UTILITY DATE EXISTING SS MANHOLE 30 ..................... ........................ ........ ........ ........ ........ _............... ........ ................ ........ ........ ........ ........ ...................... .. ...... ................ .......... .. ....... ......... 30 EXISTING SS MANHOLE CTTY nF RF.NTnN - - DEPARTMENT OF PUE 25 ... ........................... ...................I........... ...... ................. ............ ........................ ....... ....... .........._. ........ 27 +00 28 +00 MAIN AVENUE SOUTH UTILITI SEWER PLAN AND PROFILE S1 DESIGNED: MAK DATE: 3 OCT 199, 20 ....................... ................................................ ...................... ........................... DRAWN: JZ/PMB 23 +00 24+00 25 +00 26 +00 CHECKED: TVs SCALE: 1" -20• wWP 2' -2'499 : NO. REVISION BY APPR. DATE APPROVED: GENERAL NOTES 1 6. 7. 8. 9. 10. 11. 12. 13. 14. EXISTING SITE IMPROVEMENTS SHOWN ARE BASED UPON A. SURVEY BY INCA ENGINEERS, INC., DATED 5/18/95 AND CITY OF RENTON RECORDS. NO WARRANTY OR GUARANTEE OF ACCURACY OR COMPLETENESS IS EITHER IMPLIED OR EXPRESSED. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS HAVE BEEN SHOWN ON THESE DRAWINGS FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID UTILITIES AND IMPROVEMENTS IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND UTILITIES AND IMPROVEMENTS WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE TO UNDERGROUND UTILITIES AND IMPROVEMENTS RESULTING FROM HIS OPERATION. A COPY OF THE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DATUM — ELEVATIONS SHOWN ON CITY OF RENTON DATUM (NATIONAL GEODETIC VERTICAL DATUM), AND ARE BASED ON CITY OF RENTON BENCH MARKS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISHED GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. IN PAVED AREAS, ALL MANHOLE COVERS SHALL SLOPE TO MATCH PAVING. ALL PAVEMENT, WALK AND CURB REMOVALS SHALL BE VERTICAL SAW CUT AT THE BOUNDARIES OF REMOVAL AREA. REMOVALS BEYOND LIMITS SHOWN ARE AT CONTRACTOR'S EXPENSE AND SHALL BE INCLUDED IN THE TOTAL CONTRACT PRICE. CONTRACTOR SHALL RESTORE OR REPLACE ALL PAVEMENT, WALKS, CURBS, DRIVEWAYS, WALLS, ROCKERIES, LANDSCAPING INCLUDING LAWN. FENCES, UTILITIES, METERS, VAULTS, MAILBOXES AND SIGNS, OR RELATED ITEMS DAMAGED BY CONSTRUCTION TO ORIGINAL OR BETTER CONDITION. THE HOURS OF WORK IN STREET RIGHT —OF —WAY SHALL BE LIMITED TO 7:00 AM TO 5:00 PM ON WEEKDAYS ONLY (UNLESS OTHERWISE ,APPROVED IN WRITING BY PUBLIC WORKS AT 235 - 2635). SEE SPECIAL PROVISIONS FOR LANE CLOSURE REQUIREMENTS. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND EMERGENCY 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF WORK. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR A MINIMUM OF FIVE (5) PIPE LENGTHS IN ADVANCE OF NEW MAIN. PROVIDE ETHAFOAM PAD WHERE CLEARANCE BETWEEN NEW AND EXISTING UTILITY LINES AT CROSSINGS IS LESS THAN 1'. CONTRACTOR SHALL PROVIDE BYPASS PUMPING WHERE NECESSARY TO MAKE CONNECTIONS AND CONSTRUCT ALL PIPING AND APPURTENANCES. ALL BYPASS PUMPING METHODS SHALL BE APPROVED BY THE ENGINEER. ALL COSTS ASSOCIATED WITH PUMPING SHALL BE INCIDENTAL TO THE CONTRACT. INSTALLATION OF 45 DEC. WYE FITTING FOR SIDE SEWER CONNECTION TO MAIN SHALL BE ALLOWED ONLY IF APPROVED BY THE ENGINEER. CONTRACTOR SHALL RE---POSITION SIDE SEWER ALIGNMENT, IF NECESSARY, TO AVOID DISRUPTION OR DAMAGE OF EXISTING UTILITY SERVICES. NO SIDE SEWER SHALL BE CONNECTED TO THE NEW SEWER MAIN PRIOR TO TESTING AND FINAL ACCEPTANCE OF MAIN, UNLESS APPROVED BY THE ENGINEER. CITY OF RENTON STANDARD DETAILS ARE LOCATED WITHIN THE BOUND CONTRACT DOCUMENTS. ALL DUCTILE IRON PIPE FOR WATERMAINS SHALL BE CLASS 52 UNLESS OTHERWISE NOTED. ww p- j7-1/'89 SEE DETAIL FOR PAVEMENT REPAIR SELECT IMPORTED a a D BACKFILL CONFORMING TO SEC 9 -03.19 COMPACTED IN 12" MAX LIFTS TO 95% MAX. DRY DENSITY BEDDING MATERIAL I N PER WSDOT APWA. 9 -03.9 (3) CRUSHED SURFACING TOP d COURSE COMPACTED TO 95% DENSITY I t I FOUNDATION MATERIAL — 1 WHERE UNSUITABLE TRENCH FOUNDATION EXISTS W (PAY LIMIT) W = 48" FOR PIPE < 15" I.D. SEWER SEE DETAIL FOR PAVEMENT REPAIR SELECT IMPORTED a a q BACKFILL CONFORMING TO SEC 9 -03.19 COMPACTED IN 12" MAX LIFTS TO 95% MAX. DRY DENSITY a .0 ° I I 1 I FOUNDATION MATERIAL TRENCH WHERE UNSUITABLE W (PAY LIMIT) FOUNDATION EXISTS W = 48" FOR PIPE < 15" I.D. WATER SEWER PIPE & WATER PIPE BEDDING DETAIL 8 NOT TO SCALE APPROX. EDGE OF EXISTING CONC. PANEL, UNDER EXISTING OVERLAY. REMOVE PAVEMENT PANEL FROM EXISTING JOINT. SEE DETAIL 4 FOR PAVEMENT REPAIR 8 PAVEMENT 11' OR 22' PER PLAN 3 5' OR PER PLAN - VERIFY EDGES OF EXISTING CONCRETE PANEL (UNDER OVERLAY) ARE ALIGNED WITH EDGES OF TRAFFIC LANE. IF CONDITIONS ARE OTHERWISE, NOTIFY ENGINEER IMMEDIATELY. (TYP.) SELECT IMPORTED BACKFILL PER 1 DETAIL 8 12" WATER PIPE WITH POLYETHYLENE 8" SANITARY / \/ / WRAP SEWER PIPE WITH POLYETHYLENE WRAP SEE DETAILe FOR PIPE 9' TRENCH (PAY LIMIT) BEDDING 8 NOTE: REMOVE EXISTING DEACTIVATED 6" C.I. GAS LINE BETWEEN S. 2ND & S. 3RD ST. AS REQUIRED TO INSTALL NEW WATER PIPE. APPROX. LOCATION IS 9' WEST OF CENTERLINE SEWER AND WATER TRENCH SECTION 8 NOT TO SCALE STA. 20 +70 TO STA. 27+15 RO L L'1 4 9 37 APPROX. EDGE OF EXISTING CONC. PANEL, UNDER EXISTING OVERLAY. REMOVE PAVEMENT PANEL FROM EXISTING JOINT. VERIFY EDGES OF SELECT IMPORTED BACKFILL PER 1 DETAIL 8 EXISTING CONCRETE PANEL (UNDER OVERLAY) SEE DETAIL 4 ARE ALIGNED FOR PAVEMENT CE REPAIR 8 WITH EDGES OF TRAFFIC EXISTING RIGID BASE 12" LANE. IF CONDITIONS PAVEMENT \ ARE OTHERWISE, 11' (PAY LIMIT) NOTIFY ENGINEER COMPACTED CRUSHED SURFACING TOP COURSE. M M E D IATELY. SEE DETAIL FOR PIPE BEDDING 8 8" SANITARY SEWER PIPE SEWER TRENCH SECTION 8 NOT TO SCALE STA. 10 +00 TO STA. 19+85 SAW CUT & TACK COAT. SEAL AFTER ASPHALT CEMENT CONCRETE, PORTLAND CEMENT CONCRETE PAVING CL. B (3 -3/4" TO 5 -3/4" THICK PAVEMENT, 3 DAY /3000 PSI MIX, 2 LIFT MATCH EXIST. 8" THICK REMOVE LOOSENED TRIM ASP VERTICALLY S _v R e D E S I G N C O M P A N Y 911 W t _ A ' N \ii /iii 3/4" DIA. x 12" LONG \ /T\ \ii` \ `�i z O SELECT IMPORTED BACKFILL PER 1 DETAIL 8 DOWEL BAR ® 18" ON SEE DETAIL FOR PIPE BEDDING 8 8" SANITARY SEWER PIPE SEWER TRENCH SECTION 8 NOT TO SCALE STA. 10 +00 TO STA. 19+85 SAW CUT & TACK COAT. SEAL AFTER ASPHALT CEMENT CONCRETE, PORTLAND CEMENT CONCRETE PAVING CL. B (3 -3/4" TO 5 -3/4" THICK PAVEMENT, 3 DAY /3000 PSI MIX, 2 LIFT MATCH EXIST. 8" THICK REMOVE LOOSENED TRIM ASP VERTICALLY S _v R e D E S I G N C O M P A N Y 911 W t _ A ' N \ii /iii 3/4" DIA. x 12" LONG \ /T\ \ii` \ `�i z O es rn venue Suite 302 Seattle, WA 98104 DOWEL BAR ® 18" ON Phone 206.223.0326 CENTER (EPDXY COATED) k EXISTING RIGID BASE 12" QQ of MIN. v 4 95 aTm, e COMPACTED CRUSHED SURFACING TOP COURSE. 2/49 COMPACT TO 95% DENSITY pies COMPACTED TRENCH f 1 RECOMMENDED FOR APPROVAL BACKFILL PER DETAIL 8 PLAN REVIEW DATE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 4 PAVEMENT REPAIR WASTEWATER UTILITY DATE 8 NOT TO SCALE WATER UTILITY DATE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS MAIN AVENUE SOUTH UTILITIES REPLACEMENT GENERAL NOTES AND DETAILS DESIGNED: MAK DATE: 3 OCT 1995 FILE NAME: 5006 DRAWN: JZ /PMR MAINDEII CHECKED: TVS SCALEAS NOTED BELD sooK: REVISION BY APPR. DATE APPROVED: SHEET: 8 OF: 9 In NZ Z W W N W I D DO 00 00 of a, N p 1.8' 2.4' 1.8' 2.5' 1 2" GAS W/ TAR WRAP \ � \� \\ \\1\�� �� '� \.mod' N N �p s � 8 D,I. a --- 12" D.I. 8 "x 8" TEE �-�9- il�- ,L'---- -0%- �,r--- - - - - -- i I 24 -4" TEL. DUCTS L• -' _J �� CAST IN CONCRETE, DEPTH UNKNOWN 12" MECH. TRANSITION COUPLING 6" MIN. CLEARANCE A W/ ETHAFOAM PAD / BEFORE (EXISTING CONDITIONS) V-- CONCRETE BLOCKING PER CITY OF RENTON BASED ON CITY OF RENTON RECORDS AFTER STANDARD DETAILS 1 MAIN AVE. S. & S. 2ND ST. WATER CONNECTION — SECTION 9 NO1 TO SCALE CROSS OVER EX. WATERMAIN WITH: 2 -12" 22 112° VERTICAL BEND (MJ) 1 -12 "x 8" TEE (MJ x FL) 1 -8" GATE VALVE (FL x MJ) 5 LF -12" DI �F (POLYWRAPPED) 1 -12 "x 12" CROSS (MJ) ®•} 1 - 12" PLUG (MJ) 1 -12" GATE VALVE ASSY. AND VAULT PER CITY OF RENTON STD. DETAIL 2 -12" NIPPLE, DI (LENGTH TO FIT) 1 -12" MECH. TRANSITION COUPLING CONNECT TO EX. 8" WATER WITH: 1 -8" MECH. TRANSITION COUPLING 3 -8" NIPPLE, DI (LENGTH TO FIT) 45° VERTICAL BENDS (MJ) 1 -12 7x 12" CROSS (MJ x FL) VERTICAL 2 -8" -12" BLIND FLANGE, ONE TAPPED 2" 1 -2" CORPORATION STOP 1- TEMPORARY 12" PLUG W/ 2' BLOW - OFF ASSY. AND BLOCKING AS REQ'D REMOVE EX. GATE VALVE AND CROSS. ABANDON EX. 8" Cl WITH: 1 -8" CAP (MJ) ®L Ln F-,I 12" DI SEE DETAIL 4 FOR PAVEMENT $ REPAIR SAWCUT PAVEMENT SAWCUT 6' (PAY LIMIT) u n a o0 NEW S.S. 1 -12" GATE VALVE ASSEMBLY (DIRECT BURY, 2" BY -PASS) PER CITY OF RENTON STD. 24 - 4' TELEPHONE DUCTS SELECT IMPORTED o CAST IN CONCRETE. FIELD DETAIL a 'VERIFY SIZE & DEPTH. TONAL PAVEMENT SURFACE � I2 -12" 22 1/2° VERTICAL BEND (MJ) TESTS CONNECT TO 12" CROSS WITH: owrESaio�iee 0_ 12 -12" NIPPLE, DI (LENGTH TO FIT) 8't (FIELD VERIFY) -H j I1 -12" MECH. TRANSITION COUPLING Y 7) 1 -12" SLEEVE (MJ) 12" 22 1/2' VE )T. w EXIST. = NOTE: ALL FITTINGS TO HAVE CONCRETE BLOCKING ( BEND (MJ TYP. 12 D.I. " � 12" D.I. a-_- -_- AFTER WASTEWATER UTILITY DATE BEFORE 12" MECH. TRANSITION COUPLING 6" MIN. CLEARANCE A W/ ETHAFOAM PAD / BEFORE (EXISTING CONDITIONS) V-- CONCRETE BLOCKING PER CITY OF RENTON BASED ON CITY OF RENTON RECORDS AFTER STANDARD DETAILS 1 MAIN AVE. S. & S. 2ND ST. WATER CONNECTION — SECTION 9 NO1 TO SCALE CROSS OVER EX. WATERMAIN WITH: 2 -12" 22 112° VERTICAL BEND (MJ) 1 -12 "x 8" TEE (MJ x FL) 1 -8" GATE VALVE (FL x MJ) 5 LF -12" DI �F (POLYWRAPPED) 1 -12 "x 12" CROSS (MJ) ®•} 1 - 12" PLUG (MJ) 1 -12" GATE VALVE ASSY. AND VAULT PER CITY OF RENTON STD. DETAIL 2 -12" NIPPLE, DI (LENGTH TO FIT) 1 -12" MECH. TRANSITION COUPLING CONNECT TO EX. 8" WATER WITH: 1 -8" MECH. TRANSITION COUPLING 3 -8" NIPPLE, DI (LENGTH TO FIT) 45° VERTICAL BENDS (MJ) 1 -12 7x 12" CROSS (MJ x FL) VERTICAL 2 -8" -12" BLIND FLANGE, ONE TAPPED 2" 1 -2" CORPORATION STOP 1- TEMPORARY 12" PLUG W/ 2' BLOW - OFF ASSY. AND BLOCKING AS REQ'D REMOVE EX. GATE VALVE AND CROSS. ABANDON EX. 8" Cl WITH: 1 -8" CAP (MJ) ®L Ln F-,I 12" DI SEE DETAIL 4 FOR PAVEMENT $ REPAIR SAWCUT PAVEMENT SAWCUT 6' (PAY LIMIT) u n a o0 NEW S.S. 1 -12" GATE VALVE ASSEMBLY (DIRECT BURY, 2" BY -PASS) PER CITY OF RENTON STD. o SELECT IMPORTED o \ \ \i DETAIL LL PER e DETAIL $ DETAIL a SEE DETAIL FOR PIPE e BEDDING $ 6" SANITARY SIDE SEWER PIPE 2 SIDE SEWER TRENCH SECTION 9 NOT TO SCALE S v R D E S I G N C O M P A N Y 911 Western Avenue Suite 302 Seattle, WA 98104 Phone 206.223.0326 CROSS OVER EX. NEW S.S. 1 -12" GATE VALVE ASSEMBLY (DIRECT BURY, 2" BY -PASS) PER CITY OF RENTON STD. NEW SS LJ e Fo `Q SAN. SEWER WITH: DETAIL AFTER PRESSURE AND PURITY TONAL 6 LF -12" DI � I2 -12" 22 1/2° VERTICAL BEND (MJ) TESTS CONNECT TO 12" CROSS WITH: owrESaio�iee (POLYINRAPPED)- 12 -12" NIPPLE, DI (LENGTH TO FIT) 2 -12" NIPPLE, DI (LENGTH TO FIT) I1 -12" MECH. TRANSITION COUPLING 1 -12" SLEEVE (MJ) RECOMMENDED FOR APPROVAL NOTE: ALL FITTINGS TO HAVE CONCRETE BLOCKING PLAN REVIEW DATE PER CITY OF RENTON STANDARD DETAILS. AFTER WASTEWATER UTILITY DATE BEFORE WATER UTILITY DATE CITY OF RENTON a MAIN AVE. S. & S. 3RD ST. WATER CONNECTION — PLAN DEPARTMENT OF PUBLIC WORKS S NOT TO SCALE MAIN AVENUE SOUTH UTILITIES REPLACEMENT DETAILS p CALL. 48 HOURS DESIGNED: MAK OATS: 3 OCT 199, E NAME: 9J006 MFlINDEI7 DRAWN: JZ /PMB BEFORE YOU DIG CHECKED: NS SCALE:A; NOTFFI FlEll eaoK: w w/' —27- 2/69 1-800-424-5555 NO. REVISION BY APPR. DATE APPROVED: SHEEP: 9 OF: 9 ROLL . 149 371