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Home My WebLink AboutzS-1910SetA PORTION OF THE S.W. 1/4 OF THE S.W. 9/4 OF SEC. 90, TWP. 23 N, R. S E, W,M. m III L rCONNECT TO EXIST, S.S.M.H. CONTRACTOR SHALL VERIFY LOCATION, INVERT 8 FITTING NEC SARY TO MAKE ACOMPLETE CONNECTICN. _ o �9 Exlaf. /O'SS Cr C. Exi Sl`. SSMM O I I p :6'i .VC 5 Cesn }• Sewer Esm'1 / ` Gar. F.F. 39 FF. 393.5 CIO '0 •sue �9 1 I ) 5'C0. �x { I L _ 6. i l ' y _ ea dl 'e FF -39as i 5(Y4P 6e,o�_� �. P t y F.F. t D I I �a Goi F.F. 398 _j � I a 1 V•e I t, T II -` Cole I9k5 "aF L -CO//p•� ;I� 6 5. Deaf PC. �� ,JII O I' /CCJ °OB G� °/:✓ 2 !27349 Tofi p/- 3 4 cP tG' Si -. i Err ✓ -5 ?�s�i�i' 1 �O SUR E. O� ANA I.i OR TES A VE / V. EY r � A NOTE. CLEAN OUT LOCATIONS WERE OBTAINED FROM THE CITY OF RENTON RECORDS DATED 11/29/89. `r! fHGt++�� y A. Concrete Pipe, AM C14, Class 2 "E `��N °•g B. PVC Pipe, ASTM D3034, SDR 35. ♦ ° °' a[om ac ca•v[L. C. Ductile Iron. ASrIM A21.51 or AWWA C151, 4 � �®G9 ... /.. / _ ! /_.._�,. � _• _ cement mortar lined. Class 52. b: a�gy 10. Exist sanitary, sever manhole and inforastion vaa taken from °rx' _r[nao•tlox curse. " Constxuction" Drawing No. S -429, dated 7/8/86. City of Renton. Ir A[W1ASa I 11. Sanitary swat shall be televiaion inspected. ORDINARY PIPE BEDDING FOR 6° AND LARGER PIPES + !2. Side =ewe- shoe be 2. o 0.020 /) min. slope . m tL'A. a.'.1ac MANHOLE GENERAL NOTES uxriCOC[ [en+ [swAl o. iewl[ ):n improved arms. manhole to extend m - 5911 _ un in imam 6 and me nim 18 " above finished grade. In r. -a.. paved area, cmer must slope in all directions tAATa 9• soar[ s et rut leaT < to match paving. i 2. Manhole ing and cover to be 24^ clear opening, - -+� st[Tlo- sr r rlr[ j qual c O1-p :c Foundry Co No 5822 with solid roat•[Ti I lid.ac pt o r 7/8 diame%o lift.. hole 8 1/2" Aa.•or[s wT'.Tlcxr ILI M•rl[l�r from cent Cove hs 1 ha d g� ^SEWER" Pluc a CAr t Can s[w• P1r[ PLAN f rem Cary a ^DRAIN t drain. Manhole located vithir, with easement ishall have bolt down (locking lid) g and cover equal to sew, rlrt- O:yap S.c Foucdary Co. N,. 5943 WS L. 1 It UG PLAIrt. S11esTA 1.319[ -t•" xAAn III, ..a Car[. A.s wT31a rACe% or s[' .... ul ACT'S 3, Manhole shove v 48" inside diameter, 5 AsauaTSVSr A' %s vSTx thickness, to accommodates r pipe th uoh21" eawr eweo- CLEAldOI:T [r s xix - lr [ox[ain 54- inside diameter manhole shall be s s the t' C[r[C lACa e o s•tus• 48" I.D. manhole shown, except the wall thickness ...CS I [[ s Cs I'Ll shall be 5-1/2- to accommodate sever pipe through at CAST WITH Gaoar[ TO rIFIC 36-. M h 1 wall shall haw vor less than 0.12 III SAlf rr "" ST.,, $It, re LAea[A se TATC -' - q re sn h p Sineal tae[ circumferential re i PACCAST [cc[ATaIC Care Sof rc g e 1 bar. All prec set sections shall sort •s 1. 15 form t AS1M C-478. �®aa(• t0 HWa y� ITS lanr 1<ICn.[a At laraat lac mA. rlT _ +. aaw s tT[P CIA( w vnsr Crilr Pa[C +sT sitTlo- 4. All manhole ioints use a confined round rubber cea[oexlAC TC •31e • 415. ass ALL sr[rc ro gasket meeting AS"IM C-443 Specifications. 1[ I:are M. c•lra,il[e iaaraaxlac ro T_ gasket • 11) -� ftci'w aAa[ a •N TtA / A ^ "lxvl 5. All holes f inlet and outlet pipe shall be I{� blocked c t .he time of casting rgo.. I® 1 1 cA".",. rAaxall [oVPl1a4 r' L[ se Al CC-L less the s air to be core dgil.ed. w1b"O ' xro•t lxc U. __S Y' [muu Is aonxs- To . s..l sxoni _ wr1[L[ fHOw - h. All pip gh manh.. We-': IhiSI: he,e :ng 0 r bb " B h L-1.11 s.ILr I tH.xxll AAO s"tli 5""'. a 8 p 8 x i L a. - � ra or rC eel re. its � „j. - I- a" +[r[C Iouxwiio- ix+rtl sews_ cr .ea is roPpo a .ro•C 1xc oar { s c.l r.nir'o ",;I ...: STANDARD MANHOLE SAFETY STEP LADDER MINIMUM 4'-0" DEEP a. yam n� SCALE: I'° r 40' CONTOUR INTERVAL = 2' �ATUM: CITY OF RENTON B.M. � Island of Standard station at N.W, corner of N,E, 4th St. and Union Ave, per As -Built Sanitary Sever Plan Drug. No, 810120 Pg. 2 of 2 dated ' 1 1 -20 -8L Erlsv..40LO& GENERAL NOTES 1. A All work and materials shall be in conformance with the standards ' and specifications of the City of Renton Utility department and - t the latest edition of the American Public Work Association (APWA) ' S Stands rds and Specifications. 2. L Liisting utility locations are approximate only.. it shall be the can tractor's responsibility to verify: l ocations and inverts prior to construction. For utility locations in King County call 1- 800-424 -5555. 3. A A preconst ruction c on£e rence' and twenty-four hour notice will be requ ired prior to starting new construction. 4• I It shall b 'Se contractor's responsibility to secure all necessary permits prior to starting construction. 5. I Inspection will be accomplished by a representative of the City of .Renton. 6, A All trenches shall be compacted prior to testing sewer lines for accepts ce. 7. S Side sewers shall be tested for acceptance at the same time the main line sew is tested. 8. N New connection to existing . facilities shall be sealed off until upstream. construction is finished, tested, cleaned TV'D, and accepted - All construction debris and water shall be removed prior to opening the seat. / 9. P Pipe shall be: A. Concrete Pipe, AM C14, Class 2 "E `��N °•g B. PVC Pipe, ASTM D3034, SDR 35. ♦ ° °' a[om ac ca•v[L. C. Ductile Iron. ASrIM A21.51 or AWWA C151, 4 � �®G9 ... /.. / _ ! /_.._�,. � _• _ cement mortar lined. Class 52. b: a�gy 10. Exist sanitary, sever manhole and inforastion vaa taken from °rx' _r[nao•tlox curse. " Constxuction" Drawing No. S -429, dated 7/8/86. City of Renton. Ir A[W1ASa I 11. Sanitary swat shall be televiaion inspected. ORDINARY PIPE BEDDING FOR 6° AND LARGER PIPES + !2. Side =ewe- shoe be 2. o 0.020 /) min. slope . m tL'A. a.'.1ac MANHOLE GENERAL NOTES uxriCOC[ [en+ [swAl o. iewl[ ):n improved arms. manhole to extend m - 5911 _ un in imam 6 and me nim 18 " above finished grade. In r. -a.. paved area, cmer must slope in all directions tAATa 9• soar[ s et rut leaT < to match paving. i 2. Manhole ing and cover to be 24^ clear opening, - -+� st[Tlo- sr r rlr[ j qual c O1-p :c Foundry Co No 5822 with solid roat•[Ti I lid.ac pt o r 7/8 diame%o lift.. hole 8 1/2" Aa.•or[s wT'.Tlcxr ILI M•rl[l�r from cent Cove hs 1 ha d g� ^SEWER" Pluc a CAr t Can s[w• P1r[ PLAN f rem Cary a ^DRAIN t drain. Manhole located vithir, with easement ishall have bolt down (locking lid) g and cover equal to sew, rlrt- O:yap S.c Foucdary Co. N,. 5943 WS L. 1 It UG PLAIrt. S11esTA 1.319[ -t•" xAAn III, ..a Car[. A.s wT31a rACe% or s[' .... ul ACT'S 3, Manhole shove v 48" inside diameter, 5 AsauaTSVSr A' %s vSTx thickness, to accommodates r pipe th uoh21" eawr eweo- CLEAldOI:T [r s xix - lr [ox[ain 54- inside diameter manhole shall be s s the t' C[r[C lACa e o s•tus• 48" I.D. manhole shown, except the wall thickness ...CS I [[ s Cs I'Ll shall be 5-1/2- to accommodate sever pipe through at CAST WITH Gaoar[ TO rIFIC 36-. M h 1 wall shall haw vor less than 0.12 III SAlf rr "" ST.,, $It, re LAea[A se TATC -' - q re sn h p Sineal tae[ circumferential re i PACCAST [cc[ATaIC Care Sof rc g e 1 bar. All prec set sections shall sort •s 1. 15 form t AS1M C-478. �®aa(• t0 HWa y� ITS lanr 1<ICn.[a At laraat lac mA. rlT _ +. aaw s tT[P CIA( w vnsr Crilr Pa[C +sT sitTlo- 4. All manhole ioints use a confined round rubber cea[oexlAC TC •31e • 415. ass ALL sr[rc ro gasket meeting AS"IM C-443 Specifications. 1[ I:are M. c•lra,il[e iaaraaxlac ro T_ gasket • 11) -� ftci'w aAa[ a •N TtA / A ^ "lxvl 5. All holes f inlet and outlet pipe shall be I{� blocked c t .he time of casting rgo.. I® 1 1 cA".",. rAaxall [oVPl1a4 r' L[ se Al CC-L less the s air to be core dgil.ed. w1b"O ' xro•t lxc U. __S Y' [muu Is aonxs- To . s..l sxoni _ wr1[L[ fHOw - h. All pip gh manh.. We-': IhiSI: he,e :ng 0 r bb " B h L-1.11 s.ILr I tH.xxll AAO s"tli 5""'. a 8 p 8 x i L a. - � ra or rC eel re. its � „j. - I- a" +[r[C Iouxwiio- ix+rtl sews_ cr .ea is roPpo a .ro•C 1xc oar { s c.l r.nir'o ",;I ...: STANDARD MANHOLE SAFETY STEP LADDER MINIMUM 4'-0" DEEP a. yam ...CS I [[ s Cs I'Ll shall be 5-1/2- to accommodate sever pipe through at CAST WITH Gaoar[ TO rIFIC 36-. M h 1 wall shall haw vor less than 0.12 III SAlf rr "" ST.,, $It, re LAea[A se TATC -' - q re sn h p Sineal tae[ circumferential re i PACCAST [cc[ATaIC Care Sof rc g e 1 bar. All prec set sections shall sort •s 1. 15 form t AS1M C-478. �®aa(• t0 HWa y� ITS lanr 1<ICn.[a At laraat lac mA. rlT _ +. aaw s tT[P CIA( w vnsr Crilr Pa[C +sT sitTlo- 4. All manhole ioints use a confined round rubber cea[oexlAC TC •31e • 415. ass ALL sr[rc ro gasket meeting AS"IM C-443 Specifications. 1[ I:are M. c•lra,il[e iaaraaxlac ro T_ gasket • 11) -� ftci'w aAa[ a •N TtA / A ^ "lxvl 5. All holes f inlet and outlet pipe shall be I{� blocked c t .he time of casting rgo.. I® 1 1 cA".",. rAaxall [oVPl1a4 r' L[ se Al CC-L less the s air to be core dgil.ed. w1b"O ' xro•t lxc U. __S Y' [muu Is aonxs- To . s..l sxoni _ wr1[L[ fHOw - h. All pip gh manh.. We-': IhiSI: he,e :ng 0 r bb " B h L-1.11 s.ILr I tH.xxll AAO s"tli 5""'. a 8 p 8 x i L a. - � ra or rC eel re. its � „j. - I- a" +[r[C Iouxwiio- ix+rtl sews_ cr .ea is roPpo a .ro•C 1xc oar { s c.l r.nir'o ",;I ...: STANDARD MANHOLE SAFETY STEP LADDER MINIMUM 4'-0" DEEP a. yam Emma { .:. ,. ..,. _. ,._. M k .... vvs.., �,` �: �n: �_ n�- 9S��. �,. 4.. �:.,. T` �,°.. as��. o-v. �k ,..w..°..ts.°,.� „_..E.,..:uyiw. �:�i,...._. �: u....,•._..._ __ :�., ... ,° ,.:,. �.-,. A PORTION OF THE S.W. 1/4 OF 711E S.W. 1/4 OF SEC. 10, TWP. 23 N, R. 5 E, W.M. gA - i X00 pO ,. 00 G02 / j 1 1 /5' Dee, Ff 405. c_ .0. 928 FF 4095 - I I. i �FF 407..01- C.O. #23 ' O S 3 ss , J�N i .0. 410. #2 F.F. 6' o. L5' v y logs ,. 1 oO 25 SUf2VFy09 # °. ORD po L e� G681 FNGI SCALE: I” = 40' CONTOUR INTERVAL =2* DATUM: CITY OF RENTON B.M° Found chiseled square at end of southerly gas pump island at Standard statlon at N.W. corner of N.E. 4th St, and Union Ave. per As -Built SoNtary Serer Plan, Drrg. No. 810120 Pg. 2 of 2 dated 1 -20 -8L Elev. - 40L08. •,I O -� f7.. 413.0 m a p Q F.F. 914.0 '.r g :: 0 � /5'Sonil4ry a 9 NOTE: • a � 1' � CLEAN OUT LOCATIONS WERE OBTAINED ® FROM THE CITY OF RENTON RECORDS / . n DATED 11/29/88. 40) - �5 - F. F.' 40.0 G 9 FF 412.0 �; ( I�, _ 4.5 \ R14 5 Y r - - -� L Ia 0. „ _ —._ - i hh F.F. 410 <., I Poa! sec. 9 /ay. FF 4125 6 -`LO 6' - 'J f 7. 41? 0 F F 410 5 F F 409 5 $ ^6. v F.F. 409.0 \ 1 - soli _ • ' ss l = �:.J #I _.' i_. 1 F.F. 412.5 x �, C.O. # is C.0 To Z ' ` L J 5to l 6ti.- l09 F� 409 n 6 Co . `�7 o J�52� — 6. • N 1 s' Deev •\ 7 F 408.0 T { * \C.O. #IP C.O. #i? SSAiH N 4 8'D P vc �\ I �. A!. 5.. 12iZ 83'lTofo /J •' s,NR1. 7'. 6 • n 7 a�t � � �3 I ANACORTES AVE. NE. 4 y ,;sue ©As Cwslrucfed /nro PyR,/e �M33ai L �g 0 �J N z x th �s a a a3o ^z� 3 G a 0 n- - Z EEOvw r � 2 G I z Oi F -. O Z Lr Z LIJ Q U CIL c 11.1 w Q �r Cr LLI Q Z U 0 0 Q Z Li IY Il U } F U SOH NO X99_02 -863 CF SI(,NED D.O. D a A W N S.L.B. CNEC 9..ED J.W.N. OAT E Mar. 1987 PA'f Cif N.N. S -2 19 3 5 410 410 4:0 405 405 { 405 400 E. — G—de0�7 P,pe 400 400 Prop 6-49' I� )"p° Y /Q � I 395 11 II 1 395 11 395 385 m. /./ d 385 SCALE r a5 w,i.. COvmuR MITERVAL = z DATUM -CITY OF RENTON 9J& Found dMeoNd 61 :nd of wutMrf, ®d� prig kldnd dt Siondard atotion aI KW. eormr o1 N.E :n 4th St. and Unton Am hr As -Bunt Sordtdrr _ - Se"r Plop, DrwS No. 610120 Pg. 2 of 2 dowd o- h 380 =120 -81. Elev. . 401.08. k`6 55MH 4 I �CO Rrm= 397,5') Sfio 3.45, /OLt� LE_ =394 - 375 N � V H //. Em 3'3993 p w See Sh"t J - 7 SI fo -3 *45, BB "Gt Q' Ilia I � 370 370 1 370 -Q � � 1 /3LFG'mSS- 4 h I D hlFww 365 YI�u'gj SECTION D °ii yOj (�WW 365 365 '�� --SG LF G'e a5- 44, - qSfc V h ,. CO. «4 �- R,m = 39450 1 L7 38700 C.O. +t 5 _ ,a_ T ,/ See Sh"t S ^ R/m - 396.50 y 410 410 4:0 405 405 { 405 400 E. — G—de0�7 P,pe 400 400 Prop 6-49' I� )"p° Y /Q � I 395 11 II 1 395 11 395 A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SEC. 10, TWP. 23 N, R. 5 E, W.M. 96 See Shoot S p 4 4i 1 ON ° p � O.O. '• Z Rein • 398.00 t -- o Rim 395. /O! f _ 386 60 .'. E -= 389.Q0 ti k �4 Q V) o� •�• �t 90LF, G "b SS ✓f• • vI{ tvvf _ l� We' &31F, G "0 55 _. -r P. .� IL 79 ( - _ 3Q 3lBEF, /2 "m D. / 55 Ai 166' T � c 313 ZB' 406 �w c d. -9 154 • a � IO f 12 / 13 I '' /c.•et siwe+. � Exiafing Aspho /f - — -- v /4'r�✓e NOT NON Vie: aP j C /usfer OF 5 � _ 0 Moilboxes /E= B.67pe O /2 "Con-. Pipes N.E. 4th S T. / \> i 3hP / E - 399. 30 \ 5, /Z "CMF' E raf Cow h Bonin / Eris/ E.8 _. / R•m. B9 ' NO.I_ /.E.= 402.26 R,m= 405.62 � E 4o3 .G4 385 m. /./ d 385 c` :n it o- h 380 380 f It 390 I 390 390 In 375 375 N � A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SEC. 10, TWP. 23 N, R. 5 E, W.M. 96 See Shoot S p 4 4i 1 ON ° p � O.O. '• Z Rein • 398.00 t -- o Rim 395. /O! f _ 386 60 .'. E -= 389.Q0 ti k �4 Q V) o� •�• �t 90LF, G "b SS ✓f• • vI{ tvvf _ l� We' &31F, G "0 55 _. -r P. .� IL 79 ( - _ 3Q 3lBEF, /2 "m D. / 55 Ai 166' T � c 313 ZB' 406 �w c d. -9 154 • a � IO f 12 / 13 I '' /c.•et siwe+. � Exiafing Aspho /f - — -- v /4'r�✓e NOT NON Vie: aP j C /usfer OF 5 � _ 0 Moilboxes /E= B.67pe O /2 "Con-. Pipes N.E. 4th S T. / \> i 3hP / E - 399. 30 \ 5, /Z "CMF' E raf Cow h Bonin / Eris/ E.8 _. / R•m. B9 ' NO.I_ /.E.= 402.26 R,m= 405.62 � E 4o3 .G4 10.00 E' 1.E.= 40272 10- eMP /W% REVISIONS NOTED WITH A G WERE /.e.= goz.9s- /z °cMRrEJ OBTAINED FROV VIDEO FILMS, 11/29/88, SUPPLIED BY ARCHER CONSTRUCTION, AND AVAILABLE FROM THE CITY OF RENTON, UTILITIES DEPARTMENT. NOTE: -- SEE Sheers f mid 2 Sf /z�B/ 5i 47GS -J FOR CLEAN OUT LOCATIONS. II . 00 12.00 13.00 410. _.. Tf s /s A /cif "f e� As - B�•i /` O�orH �y _.. 405.__. �Z /2��SCS 8tl��v� 400 355 ,y- u 390 l � 9y.=s c' 299'& /0"e ,l// iiT+ D. I F-�cm 1`/ N d2 385 1 .380 SURyFy�s 375 Y C."I Q7 eA ® 370 ENGt�� v 365 REVISIONS NO.1 DESCRIPTION DATE IBy 11�1 +Pew C. �y Os qe.+b iT I r+ ee F9C S / /!/CYG✓ J/y B 3 -BB CONSTRUCTED 12 '�- !f /09/88 i 4 "I -. - on I i B� M Ih I 00 o CD 0/ � co u:�0 �o ` C5 Z OD v.xcl Of01cl >a� a30 O Z N 0 I Z 0 lu = cc 9L HE i 1 t _r 1 • l JOB NO 299 -02 -863 DESIGNED D.L.O. DRAWN M.L. CHECKED J.W.N. DATE Mor. 1987 DATE OF PRINT S $ °C 3 20 OF-35 SHEETS 385 m. /./ d 385 c` :n 380 o- h 380 380 f It I I oy In 375 375 N 375 V H 11 1 a a I Z 370 370 1 370 hlFww 365 YI�u'gj SECTION D °ii yOj (�WW 365 365 '�� 10.00 E' 1.E.= 40272 10- eMP /W% REVISIONS NOTED WITH A G WERE /.e.= goz.9s- /z °cMRrEJ OBTAINED FROV VIDEO FILMS, 11/29/88, SUPPLIED BY ARCHER CONSTRUCTION, AND AVAILABLE FROM THE CITY OF RENTON, UTILITIES DEPARTMENT. NOTE: -- SEE Sheers f mid 2 Sf /z�B/ 5i 47GS -J FOR CLEAN OUT LOCATIONS. II . 00 12.00 13.00 410. _.. Tf s /s A /cif "f e� As - B�•i /` O�orH �y _.. 405.__. �Z /2��SCS 8tl��v� 400 355 ,y- u 390 l � 9y.=s c' 299'& /0"e ,l// iiT+ D. I F-�cm 1`/ N d2 385 1 .380 SURyFy�s 375 Y C."I Q7 eA ® 370 ENGt�� v 365 REVISIONS NO.1 DESCRIPTION DATE IBy 11�1 +Pew C. �y Os qe.+b iT I r+ ee F9C S / /!/CYG✓ J/y B 3 -BB CONSTRUCTED 12 '�- !f /09/88 i 4 "I -. - on I i B� M Ih I 00 o CD 0/ � co u:�0 �o ` C5 Z OD v.xcl Of01cl >a� a30 O Z N 0 I Z 0 lu = cc 9L HE i 1 t _r 1 • l JOB NO 299 -02 -863 DESIGNED D.L.O. DRAWN M.L. CHECKED J.W.N. DATE Mor. 1987 DATE OF PRINT S $ °C 3 20 OF-35 SHEETS K tb cr- 0 w Q- C/) LU z Sea Sh"t S - 3 A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SEC. 10, TWP. 23 N, R. 5 E, W.M. O H Z /C 5.5 •f T See Shea/ S - 3 lL O � �• +•. � till � I ,� tz U ,oDNU P99 -02 -863 OE $,GNED D.L.O. . DRAWN M,L, C NE(•EC J.Wx 1 D A'E Mor, 1987 E , S-4 21 35 ;—., _ - h If lb al f Jr, I y >VG}�'OfJ "OG r I I I a 4'0 92 -9, n, ANA CORTES A VE. N.E. SCALE• ; 25. or; Vow CO CONTOUR INTERVAL = Z aosu:zvc o ,p F WASH/ 9- DATUM CITY OF RENTON Q NOTE: -- REVISION:; 1jOTED WITH A ® WERE OBTAINED FROM. VIDEO FILMS, 11/2`0/88, SUPPLIED BY ARCHER CONSTRUCTION, sq��wr� B bl000Mnd oM3Wlaiddord station of w. carrier of N.E.�� 41h 51. andndard per AaW. c Sanitary Sinser Sewer plan, prwy Ave. ve 8er As Pg. 2 of doted y 01 z �i �C/ 0.0 {, STS AND AVAILABLE FROM THE CITY OF 1 Elev. 40108. /F F. ENGINE' �4n"iO�Z RENTON, UT !_ITIES DEPARTMENT. NOTE. -- SEE Sheets 1 cod 2 - 0'00 1.00 FOR CLEAN OUT LOCATIONS. 2.00 3.00 4.00 5.00 / 11 410 410 405 �-- Y / 405 400 i i 400 i 395 Vi 395 P11 390 h: /3 <{ie As O. 390 319' i � ,. . � - 766F 8- 6 0/ CL 52 � 7, j Er, s f Mrr U i 299' � e T-�169' ®S O. n 385 ^ t @� 380 Q 380 0 375 • C T y �{ C N (,� 375 9e 370 ti m t �? - h' N f 3 �: a:'6'g 370 N� Z, ini-/` 2 d w w 365 v " ANACORTES AVE IKE z,.. ;. .,....6= m, 365 K tb cr- 0 w Q- C/) LU z O H Z lL O r tz U ,oDNU P99 -02 -863 OE $,GNED D.L.O. DRAWN M,L, C NE(•EC J.Wx D A'E Mor, 1987 E , S-4 21 35 ;—., A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SEC. 10, TWP. 23 N, R. S E, W.M. NOTE: REVISIONS NOTED WITH A ZL WERE OBTAINED FROM VIDEO FILMS, 11/29/88, r� SUPPLIED BY ARCHER CONSTRUCTION, AND AVAILABLE FROM THE CITY OF RENTON :I-LTILITIES DEPARTMENT. o NOTE: - SEE Sheets I a,d 2 CO *t /l _ C. o.+� %2 FOR CLEAN OUT LOCATIONS. o�\ R'r' - 409,50 Rim - 4J 0.00 /.E =40550 j /E.= 405.40 _� - 1 See Sheet S -5 �.\ � � _ See Shoot S — 7 1 caea 355'. _ 8'r O/ SS /99' 99 ® Q -3to 075® / _ Q 293 ® .I - _ _ 4` � e ssneu r ¢i , sto 70, s� ct pf rr 0 e SCALE: 1.25 were NOTES : . hk 0 CONTOUR INTERVAL= 2' NE AVE. E t Licenaad Surveyor To As -Built Inverts And SubmN - �ilryto pp DATUM CITY OF REN f VIA _ e - D.pl. afan To The Clfy O(( R -�rt�for, III Works Q,�- Fowd cMsehd sum' of and of soutMriy gas pump Q Dspl. When Plam As -8ulIt (Typ.} IflOnd Ot Sfandad s0o11at of N.W. corner of NF- 4th St. aM tlMon Avr: por As -B1 Sewer Pia+, Drwq. No. 810120 Pg. 2 Of 2 10ed 1 -20 -81 Elev. - 40108. - 5.00 6.00 7.00 GE I II,ONI UESCBi -ON DATE By � A9 LbN.S'TRf/CTE� 63�" �' LONSTRULTEO :2ioz -Ps iz :c -ems am U O co o� N 0 p - C7 Ifl z_ co 0 (n G _ a 30 0 Z- 3 0; 0 z 0 O W t a) 5 [l y C.O. #113 v ®�-- co :, A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SEC. 10, TWP. 23 N, R. s E, W.M. Y - /\ � f e /� '� r /. E _ 405 40 -- -- �M/' * ✓ '� NOTE: REVISIONS NOTED WITH A © WERE SWILLED BY R ARCHER IOCONSTRUCTION, DB o e y \ AND AVAILABLE FROM THE CITY OF RENTON, UTILITIES DEPARTMENT. NOTE: -- SEE Sheets I and 2 0 a 3 ®59 Bldg. I \ FOR CLEAN OUT LOCATIONS. r,Trd 390` ` f �Py .3 °1 SECTION A•A �1i Wh Fa 1 Rim -ao .�- Rim • 4/O & ' b 25 5 r44 G f �nmf Q CO. #/O 1 AIM -d&'. 5 r I i I Rim =4094 /E.= 40 "— C.O. #113 v ®�-- co :, —� Rim =4 ," 9 70 - Rim- 4/' 99 I �� 65LF 6"m SS 405 II 395 - SSA4H #9 St° 5'46, /7G "Lt Bldg. I I _ r,Trd 390` ` f �Py .3 °1 SECTION A•A I Rim • 4/O & ' �T r44 395 390 CO. #/O 1 AIM -d&'. 5 r I i I Rim =4094 /E.= 40 "— 5LF 8 -r 11 - St05 *Z0'5'Lt. /3LF6 -oss [5� h '^ GL� r -- P OHO E'✓n Bainry 13 (sp A I , \ A 35 ' V% 5.00 ' 6.00 00 ®® � D O!'RIC,io /miNA 6iO TES A VE. Al E. I! I' -20' Horia. SCALE: I'- 5' Vert. RI ®TES : T "" ✓. CONTOUR INTERVAL = 2' (D Licensed Swvayyor To As -8ullf Inverts And 9.�mlf Info motto. To The Clly Of RZon Pubic Works Q DATUM: CITY ®F RENTCf1 Dept.. Whan Plans As -Built (Typ,) M Found cMsslsE at end of southerly gas pump B.M. Island at sfo9lon at N.W. corner of N.E. 4th St. and Uelon Am per As -DWIt Sanitary Sewer Plan, Drw% No. 810120'PS. 2 of 2 dated as 1 -20 -8L Elev. - 401.08. - 10.00 11.00 This /s if X5- 54111 Oowinj 12.00 13.00 - 415 C.O. #113 v ®�-- co :, —� Rim =4 ," 9 70 - Rim- 4/' 99 �� 65LF 6"m SS 405 II 395 - SSA4H #9 St° 5'46, /7G "Lt Bldg. I I _ r,Trd 390` ` f �Py .3 °1 SECTION A•A I Rim • 4/O & ' 395 390 CO. #/O 1 A�LF, 6 "OSS X5 'y. 5 r I i I Rim =4094 /E.= 40 "— 55MH n4 Q.�O - St05 *Z0'5'Lt. /3LF6 -oss [5� h '^ GL� r -- P OHO E'✓n A A 35 ' V% 5.00 ' 6.00 00 ®® � D ... I...... 415 1 405 - -f — �� - -- P—p. Grade W ¢ \ _ /410 400 405 i a 400 395 ® n 4 390 0 !� 299' t .. 385 380 v 375 370 Q/44' 5 yP�7 �ti nil. i / 1 1 P S ` X ti p h�j x y h' -ATE CID � d i �0 385 PO 3B0 � 1 375 h 370 (� L5�, 355' 405 400 395 i m y0C 17'' '7 9 395 .¢�wai 13-13 ®s �+ 390 NO. DESCRIPTION DATE BY � A IS CONS RGC - /�� I 00 0 co C) mz 00 N N EO ca N = N as N > Q a3o m Z N 3 0 0 h IL c Z O V W t mxa HE W J tW V a. z J ex n ry ry �i..F J X- cy— 0 w IL U w 0 r Q d joB No 299 -02 -863 DESIGNED D.L,O, DRAWN IE.R. CHECKED DATE DATE OF PRINT 1.FF99 S — 6 3 -J5 SHEETS SS .m S =Co 9 i. K A f". 405 II 395 - 400 r,Trd 390` ` f �Py .3 °1 SECTION A•A 395 390 385 1 5 r I i I 385 PO 3B0 � 1 375 h 370 (� L5�, 355' 405 400 395 i m y0C 17'' '7 9 395 .¢�wai 13-13 ®s �+ 390 NO. DESCRIPTION DATE BY � A IS CONS RGC - /�� I 00 0 co C) mz 00 N N EO ca N = N as N > Q a3o m Z N 3 0 0 h IL c Z O V W t mxa HE W J tW V a. z J ex n ry ry �i..F J X- cy— 0 w IL U w 0 r Q d joB No 299 -02 -863 DESIGNED D.L,O, DRAWN IE.R. CHECKED DATE DATE OF PRINT 1.FF99 S — 6 3 -J5 SHEETS PE V ",5 'DNS NO. DESCFIPTiDN Da TE �e:' AS CONS �AY/l7E0 J Cdr C-3-BB llA AS LOTRULTEO Toy d? F T N m On co Ocl o m j 2 N 4J IG H t� N 3zm s= 1 N Q m z 30 m o d F c Z O ;j: W L m ¢ a Z O H CR Z T U) Q w LuLa- o V (x a. CL z z U) F- U) Z O F Z LLI D_ U- 0 A h U ioeNO 299 -02 -853 DESIGNED D.L.O. DRAWN M.L. /E.R. CHECKED DAT E Mar. 1887 DATE of _ -.. ❑RINT S -7 HEETG s , wN.' 2tttar.n4f3.R .:.. nn Fx_.._d ...:. _._.___.. v w... _'' y �_ ': .?>r• -. , x<•...v . .-. : u.>x c r:. .... Ex, EST Ex. da' So Sewn: 1 4(GD�y �L t� �,nyf� .W. 1/4 OF THE S.W. 9/4 OF SEC. 10, TWP. 23 N, R. 5 E, W.M. SCALE. I" = 40' CONTOUR INTERVAL =2' DATUM: CITY OF RENTON - 9.M. F Nam eMsslad squaw of and of southerly gas pump bland of Standard Mallon of N.W. corner of PEE 41h 31. and Union Ave. per As -Bullf Satdtwy Sewer PIm, Div% No. 010120 Pp, 2 of 2 dated 1 -20-8L 6_._1`__ . 401.08,. GMRAL NOTES 1, All work and 2aterials shall be in conformance with the standards and specifications of the City of Renton Utility department and the Is test edition of the American Public Work Association (APWA) Standards and Specifications. 2. Existing utility locations are approximate only. It shall be the contractor's responsibility to verify locations and inverts prior to construction. For utility locations in Ring County call 1 -800 -424 -5555. 3. A preconstruction conference and twenty -four hour notice will be required prior to starting nee construction. 4. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. • 5, Inspection will be accomplished by a representative of the City of Renton. 6. All trenches shall ,,e compacted prior to testing serer lines for acceptance. 7. Side sewers shall be tested for acceptance at the same time the mein line sewer is tested. 8. New connection to existing facilities shall be sealed off until upstream construction is finished, tested, cleaned TV'®, and accepted.. All construction debris and water shall be removed prior to opening the seal. / 9. Pipe shall be: d J`T�W L 3 die /8B lJ A. Concrete Pipe, ASPN C14, Class 2 S. PVC Pipe, AS9M D3034, OR 35. • • KOO." GRA.II. C. Ductile Iron, ASTM A21.51 or AHWA C151, �• �. s [a.Mne cement mortar liaad. Class 52. ap �t 1.0. Scirt sanitary ewer manhole and information rss takes from = c` ti B•`` ImAO-1.0a GRAVEL. "Construction" Drawing No. 5 -429, dated 7/8/86, City of Renton. 6s Ir MwIMs 1 11. Sanitary never shall be television inspected. OWNARY RIPE SEWING I FOR i GE "AND LARGER PIPES t 12. Side sewer shall be 2% (0.020'1.) min. slope. lI•a tat» ..[alaG MANHOLE GENERAL NOTES LMNmI [en• tawL /I TG mtrvl[ Immal 1. In unimproved areas, aaahole to extend minimum 6" sad asxisaa 18" shove finished grade. ION paved area, ewer mast elope in all directions J 4 to match paving. [YIN a RA01 s a1 ..lAMNtRT p g• .r.¢.o ..-1 2. Manhole ring and ewer to be 24" clear opening, equal to Olympic Foundry Co. No. 5822 with solid CeMMTE •^ SECTION Iry 111t ' lid except for one 7/8" disaster lift hole 8.1/2" tr• IL from canter. Cover #bell have wording. . "SEWER" PIPSerte v ATTtoT ru GNAV¢s for sanitary ewer, or 'DRAIN" for atom drain. n#e a w n 1r s-t[MA rlr[ PLAN _ Nanholo located within easement a hall: have halt Yrt -? -Mae To !IT down (locking lid) ring and cover equal to RAY[" 1`111- Olympic. FoorxLry Ca. No. 5S143 WS -L. 1Let Pl.tTl■ /.MTN I.SIOf Rae 0"I'm TNCIK et 24" I(Ont. NMLI .I.G A.e C#N 3. Manhole shown is 48" inside diameter, 5" .wall Nannies.[ NIIIGf YI TM Ml MNA L -11, thickness, to accommodate sewer pipe. through 21 ". e•' .IN. I'r. AA . C"CMn 54" inside diameter Manhole shall be awns as. the CLEANOUT �Tf L[rit ING [.Its a ralusT 48" I.D. menhale shove, except the wall thickness —1 slats . 1`G[[NST ...GS MST shall be 5 -1/2" to seco date sewer pipe through s[ [AST "I" " "V1 Io ..... 36 ". Manhole -all -bell he— not lase than 0.12 its Sd1rill STEP INt1 ALl I'll MO LtJM. MtAli square inch per lineal feet circumferential re- WTI; —0 UNIT ECCENTRIC CONE inforcing steel bar. All precut sections shall Not[ !Il "-MO ea•• To 24- - conform to ASTM C -478. tAle TO Nt 111.1 STEPS Nlnl M'0aga MleleMlM Ya I i. !earl [IT, List M MRTICµIT - PRt CASI S[CTIM [ "Tawllaa To AST. A 615. ANe Nll STEPS To 4. All —hole joists uss a confined roved rubber T— M ILallaa. seek at me ring ASTM C -443 apecifications, SALrAN111e t "rmmlas To rmr." NA" pipe shall be ALl. a III M 'f� :_ NCr1ON ' T " A•• . rIMA 5. All holes for inlet and outlet blocked out at the time of casting sections l.le Irle NR"all cmwtlNC - n1r1aLE SEAL tvwt unless the wells are to be core drilled. Mrowe Rt l.Iatlac aNA • Y =� Y EQUAL n'a"' to sow -. -suL s.wn +• MANVILLE S.eM Iy. Alalls .1. - F Y f 6. All pipe through manhole all shall have "0" ring 1 C"S1AatT t"CRET( .I.IaM I 1" MIP I.TO - Y tNAN.tL Nwo s.[LI rubber ga k c, un a nanhoie coupling conforming to r _ ! CsaER[TE s.E L/r — le rieto For C 4,8 spec ito exist, John - Manville or equal. NJ -�Ul For czons to existing manhole, the manhole r/ 1i all shall be core-drilled. A conical type Eier II o. /s GALCUrl tit m►At1Ee IWIMSioN GRAVEL ible seal equal Kor -N -Seal she l' stalled, mro.rva auNrotuNl GAR r {`! cALrwlr[o STANDARD MANHOLE eqn _ e s.00'. ITT" OARS " 7. Precast concrete to may be supplied by the SAFETY STEP LADDER MINIMUM 4'-0 DEEP following: Associated Sand and Gravel Everett Concrete Products �. Afte Town Co C ..e Pipe. Inc. A PORTION OF THE S.W. 9/4 OF THE S.W. 1/4 OF SEC. 10, TWP. 23 Iii, R. 5 E, W.M. 'o Aol �y6 acp pp2 A I s^ e o F.F. 405:0 ` Ir z b F lt; fi Ft 40 .0 2 ;" F'. _X P d I REVISIONS 1 to ID 00 o� o a co om e0 H � r C6?gN Q � O 2 N 0 z G _ a W L c cc 0. Em �1 ippi.��{ O OL �! Z Cis Q m 4) ® } z N JOB NO. 299_02_863 DESIGNED p DRAWN M.L. CHECKED JwA DATE Mgr, 1987 DATE OF PRINT S $ -6 3 20 OF 35 SHEETS 11 L ! I f I A! _ ( I I = f I I I I _ I ____ A __. _� A I 1_ tI\ v , K� v_ `lLd 365 - BREMERTON AVE N. E. 95.Hf/� 2 Jio 047 /O "Lr` SCALE: 1,:=20 eg Vert. SUR" CONTWR NTERVAL = Z DARM CITY OF ttENTON of O NOTE: B.I�A. Farad chiseled pwn of and of watnery goa a1ero Y lsl of Standard station at K.W. corner o} N.E. G581 REVISIONS NOTED WITH A ® WERE 4th St. and Union Am. par As -Built Sordiary OBTAINED FROM VIDEO FILMS, 11/29/88, Sewer Mw Drwg No. 810120 Pg. 2 of 2 dated ^i� ECISTS SUPPLIED BY ARCHER CONSTRUCTION, I -20 81 = 4OL08• ENGI�E� AND AVAILABLE FROM THE CITY OF Z RENTON, UTILITIES DEPARTMENT. NOTE: -- SEE Sheets I and 2 1.00 FOR CLEAN OUT LOCATIONS, 2. 00 _ 3..00 _ 4.00 5.00 Exist. G ale ® g7 405. .cr= 400. n O b 395. i A4 To EYI674 MH 299' . n A 00 Aq I � a This is A L'erFi'f ed BAs vii5` Oiawii�9. 390 /- 764F-6".0 Ol CL cS? Ficv» 44H (in � 385 h a© 0 380 aj m�� v 375 QE Q co BREMERMV AVE. AlE �' %�"` a>� �— j /•a /aa 370 OO as 365 REVISIONS ll N N 0 O rn 2 N 3zm > N a3IS Z N O ` H C _ X O 0) W L 0) cc Q HE w � V f_ Z Q Z C. m t0� w Ld z C Cc aear � JOB NO 299 -02 -863 DESIGNED D1.0 DRAWN ML CHECKED .1.Wx DATE DATE OF PRINT S-4 21 OF 35 SHEETS 0.00 410 405 400 395 I 390 i 1 I 385 I ,.80 i 375 1h ri 370 a 4 365 - BREMERTON AVE N. E. 95.Hf/� 2 Jio 047 /O "Lr` SCALE: 1,:=20 eg Vert. SUR" CONTWR NTERVAL = Z DARM CITY OF ttENTON of O NOTE: B.I�A. Farad chiseled pwn of and of watnery goa a1ero Y lsl of Standard station at K.W. corner o} N.E. G581 REVISIONS NOTED WITH A ® WERE 4th St. and Union Am. par As -Built Sordiary OBTAINED FROM VIDEO FILMS, 11/29/88, Sewer Mw Drwg No. 810120 Pg. 2 of 2 dated ^i� ECISTS SUPPLIED BY ARCHER CONSTRUCTION, I -20 81 = 4OL08• ENGI�E� AND AVAILABLE FROM THE CITY OF Z RENTON, UTILITIES DEPARTMENT. NOTE: -- SEE Sheets I and 2 1.00 FOR CLEAN OUT LOCATIONS, 2. 00 _ 3..00 _ 4.00 5.00 Exist. G ale ® g7 405. .cr= 400. n O b 395. i A4 To EYI674 MH 299' . n A 00 Aq I � a This is A L'erFi'f ed BAs vii5` Oiawii�9. 390 /- 764F-6".0 Ol CL cS? Ficv» 44H (in � 385 h a© 0 380 aj m�� v 375 QE Q co BREMERMV AVE. AlE �' %�"` a>� �— j /•a /aa 370 OO as 365 REVISIONS ll N N 0 O rn 2 N 3zm > N a3IS Z N O ` H C _ X O 0) W L 0) cc Q HE w � V f_ Z Q Z C. m t0� w Ld z C Cc aear � JOB NO 299 -02 -863 DESIGNED D1.0 DRAWN ML CHECKED .1.Wx DATE DATE OF PRINT S-4 21 OF 35 SHEETS A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SEC. 10' Tt®P. 23 Icy R. 5 Ey W.M. , " - -- NOTE: REVISIONS NOTED WITH A ® WERE - OBTAINED FROM VIDEO FILMS, 11/29/88, i SUPPLIED BY ARCHER CONSTRUCTION, AND AVAILABLE FROM THE CITY OF e `RENT"ON,-�1TILITIES DEPARTMENT. NOTE: -- SEE Sheets I and 2 C. o. + 2 !3 FOR CLEAN OUT LOCATIONS. Fdi -410.00 /,F7, 405-40 0„ 1 See Sheet S -6 / b See,Biieet S - T 1 � � .75•© \ r /� � f 1 s a 40 LF, 6 `v .5'S 5 z i i k S H d i 8 ca ,., ✓< t ca:: '.r. , ;, N` °kr.. .. _. >p. .. e,_ ......,.... r. .d:?,Se., /f f : %.. w,. :..e.r,r ' f ,x. $: <.. �' o r .. .... r. .., tr. >,> ..are .✓` ... n... ,:.x. s"o o_ .._ TSe., , r r l'. t r .. l.. a• e'k _:ir u.: r:. a'1 ':'4 S. , r ,... . .,_ ... . • - ,� '�" a �° >.::;r � s ; u° ��y� 9 r -xr t� �'r g� �a✓ s .:s �, g x �°' r.2t �7 s, ��, �',��'"„ , . A T - _ _ _ _ — - mom.. _ _ l a � ^e. a 4,� SCALE: I - 5Vet. N dT E S CONTOUR INTERVAL= 2' Lkensed klfamailon Trvo T rq� DATUM CITY OF RENTON M uAnd uRt City Ot ReRton Ps Mc Warlcs Q�Q�°/�A�/,�% ®A! /1 I /c Af C " 9.K Foun4 eldwled of end of sautti�rcty gaa pomp �1 Dspf. Whon Plans As -gutdt (Typ.) ui (sorer/ i t e 7V AVE !V E �yy�q�jbn of N.W, eoPRer o4 N.E. 4th St, and Union Ave. pp;�r As -Built 5 *ytory Suer PkNk Dra% No. 1 0120 Pg. 2 04 2 doted 4'20 -BL EMv..40L08. _ 5.00 6,00 8.00 9.00 10.00 ...:.., 419..: .:...:.. .. ..., ... .. .. - .... ...... .._..... .. ........ j.. _ .. .. \;. ... . ; 'qa . P de : O_....:_.. ..........__ .. - - - -- . _. .... ... _ .... .... b ,_..._ _._.._4015 ........ b 400 - -:49 _... ..___4.OQ ... _. O!T IVaw 395 .� 4 AAA 390 _...._.. ........ ........_ .:. .. .. _.... .....: .........._ 390 - - This /s RccrYfied As- Brii // IJroiuiriQ. AS 239' 6: 385 355' °6 °O13/ mS= 0.L3I% t2 /z �° I 1 a tii /88 8 <9fe�9 .380 ..380 - ... G s��+CD7 dpi !� pfC _.... 375 _._ :_..... __. ..._ _.. _. BeTEAr/G!F /VSY 4iE..IV.G. _375........ -.... may: Q) 370 ' ® i t I 4, N 0 ° co 0 0) o Z N N O? iao D r N 0 � Z m N ® (// N < m Z N 0 CL r C z o a w 0 m cc a '1'!1 LLJ ILL. •. CL �. • 1 e JO®NO. 299 -02 -863 DESIGNED D.L.O DRAWN M.L. CHECKED W DATE mm. P387 DATE OF PRINT I�f S-5 2G OF 35 SHEETS A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SEC. 10, TWP. 23 N, R. S E, W.M. � fst �/3 7--89 01 �. �� /> See Shoot � /lXTr /Y ii>rc��ir�cYicri ir'� Tf.� Gi Of S e rd a .S�i7fo� �2ib /ic K�crfs �;of f'gf,�:�f' /o�is I� x Rim = 5 ' �«ti E. ` /. = 90404 .40 AF CO +r PO f �' � FSSMH _ _ /E= 4Gao. 70 LIE .-;-- B210 p ad \� co. ssMCS *3s, NOTE: REVISIONS NOTED WITH A © WERE , z l I OBTAINED FROM VIDEO FILMS, 11/29/88, I �� R� Cove Oot°� / - SUPPLIED BY ARCHER CONSTRUCTION, ff - 98LFG'm5'9 = O AND AVAILABLE FROM THE CITY OF I It fk d.17•s /'4a- - `V - RENTON, UTILITIES DEPARTMENT. NOTE: -- SEE Sheets I and 2 45 1 F, SS SEG &/�wg1'S2 0 I\ 1 } FOR CLEAN OUT LOCATIONS. _ j Q_ 1� I - ^`� I ! 1 I6 4si ,l F, !� • a Ss � _ a4 L F, i "° �S -- f �°�',°-c. a �� ,I ; sae,. -, u:. R`•� .. 1 I . .,. � ,... .....•.. .: ........�..... _. „-, � sin "`- G LF P" 27 fO s ¢= atb'e =2dio , f A� 35 LF, G "a 55 Q lY.E 5th/.`. E, hf C, i• g' `; C� 1"_20' Horh. © �° .��A� :.l Them ©' j�� SCALE. 1 "= 6 Vert. \ fcscmenf Sfo. /Q3r3f I CONTOUR INTERVAL = 2,� 0o1sSMH «s DATUM CITY OF RENTON - l Bto o•� B.rsr. Found eMeded afire at and of southerly pas p rmp f`.. —L LF6 "ass c'p 9sP.5 •� C.O. +1` /9 - '1 �ni 8 15to 8 +70, 5' Lf I I �� ' - Island at Standard sWtbn of KW, corner of N.E. 41h St, and Union Ave, per As -Built Sanitary Sewer Plon, Drw¢ No. 810120 Pp. 2 of 2 ated I -20 -BL Elev. .40408. � � See Shee9 S - 5 I&VZF, 2035 102 . OO 4.SGF �'i SS 103 . 00 104-.00 105.00 106.00 C.D. k27 ti4 0 Rim =405: 9 r : .. .. ... .. .. .... _ ie :,..:: .... :. _ . 420 /.E, =.4 ......420._. �a � 415 .......... 415 : is /s A Th _ C� }.fits As-- Brie %fO�n i�q. o r G "ty of X'enz'>n — 1.2 -99 LO U) 00 Occ rn Co '50 Z N w rp r b •' 3 z co '✓i = N .; N > Q ;D a3o ®= N 3 p o m Z o 0 CWc a mi W 0 V 1L J CL p0 (L 3 v ) N z z 0 l— z LLI w O } U 'DeNO. Y99 -02 -863 DESIGNED D.L.O. DRAWN M.L. /ER. CHECKED �W DATE Mar. 1987 DATE OF PRINT S-7 OF SHEETS 2/68 410 _ _ �> 410 405 <Q !\ b `bm� - U i a},:ivAA M VV 1 - � -.WQ R _.... _ x ...:... _.:._ .... _.. _.:.. __ .... _:.... _. ... .... .. _.. _ �I 400 1F� o El Q 134', I �I /L`�Sp8 400 Ay&.zF e,9,SSIV 5 =0.0:4!1 j i C3 Q0 395 - - - 395 s= o. ooa i Se /ow Rt. ��E i5f: G—de L. OFP,ve D� ss, dmS 390 Grode 410 us 390 ON a" 385 0t\ N h a 010 1 W 405 - ,... 85 SURY &.5 0.004'/. 380yyL PO V • • I i)s1^�i Q 116' a -mss -1 n -cad "a SSSS 400 i1 — / Lh _ : `� `0 380 ,� °O.Q?4 /. U r� VW u SSMH # / �. d S %LF B "a 5595= O.QJ4Y SECTION C-C 395 �375 375 o r G "ty of X'enz'>n — 1.2 -99 LO U) 00 Occ rn Co '50 Z N w rp r b •' 3 z co '✓i = N .; N > Q ;D a3o ®= N 3 p o m Z o 0 CWc a mi W 0 V 1L J CL p0 (L 3 v ) N z z 0 l— z LLI w O } U 'DeNO. Y99 -02 -863 DESIGNED D.L.O. DRAWN M.L. /ER. CHECKED �W DATE Mar. 1987 DATE OF PRINT S-7 OF SHEETS