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HomeMy WebLinkAboutzS-2013SetN 10,000 N 9,800 N 9,600 N 9,400 v W wwp -/4 - 2?o/3 I AI R MH :.E_23.251L ) .-YPE 'i CS STORM MH (54') i 27.81 PIPE EL =22.p- St3.5. .., ,,,, 3 (S 6') =251.74.E .lM( S ) =21.63 TYPE I CS- I (E 8') 25 7j E.(S 8" ) =21.57 RIM 29.56 r. _. Y �-' ..E.(E 8) =21.61 I.E.(SE 6")=27_'51 a Pored B{ ,r -- - NORTH 8th STREET _ - - - - -- - -- - - V / , DR;°IN INLET �� n '- -- - - - - -- "A4Y Y:a 36• SD ) ti RIM 30.10 % ''� �- 'S9=____ _______________� i i..5 - %•-�'- j 1�� I.E.(NW 6•) =29.1 i� { 20 505e ! r G f _ r' uon.eRINS nFLLe , -7 38.31 DISC IN SW TYPE i C8. AIM 27.25 ' =78.31 1 z( ;8(18' CUP )'I.L.CN) =25, 3!(8•CCNCa : ,i z. /,',, 1 ) C3 X54181 Cup) STORM MH iHAU Wa RIM 27.99 �� - _ // I I EXIST. Q LD I. E.0m 72'0 Ytt I E.tS :8•) 21 491; �� ` ,. --- .------- ----- . - - - -- RIM 29.25 N IE 23.2 ! o IE 20.7 ST, ". I /j ; [E 2o.76s DETENTION POND I a y�P.27.0 //.3 30.92 o So TYPE H LC. �a I �7+ O AIY 26.41 h %y;,� p q7 1,`''//�� i.E_(w1= 23.54te• .t I� L7U IL_DSIVV/ PVC) I_E.( E) =23.51 t8• PVC1 TYPE ' cs--- -- I �/ w R IM 26_14 �.9 ' IJ 7" / I I ,y 8' PVC 4 -_ -_ -------- - - - - -- _STORM (N 15 RIM 25 IE_6 1.9616• CMP) I.E. )=220 35(18 aP I U (L)- 20,36cN'LY t i-KI I.E.iL 6= ?0_31HS'LY 2 �Y %} p I P � � / I -L• - -- - - -- STORY W. RIM 27,2Er'� l;�' fits - - - - - -1__j - - - - - - - - - - - - - - -- O I.E_tE) =20, 79(N•LY fl2• PVC) I. ti.'y.•y I.E.[E)= 20_67[S'LY 12' PY[a ---G -..'T A 1 VF ,ac a. .ate... x' iF� x _ x -... X 1.. -x.. _.:.. ' qtq PROPOSM 15' 30' LATER - ASEONNT TO CITY OF • j? , - FOR FJI WATER �L (2) LA TE¢ & VALVES .'FE.LL ° OF WATER) ----- ---------- ✓ ,'' - -- - -- . x I , f ,- I _ -CRY W- t4B•1 .24:8. .(�. 2fl_-20I4:.I2• r S I8'D .._.'S ES•) =?0.14 - x n ) � � TYPE I CS RIM 25 _ Pwetl ia� + - - / ' ' t TYPE T C8 RIU 25 65 tF'Fie �ii1 _ _ STORM MA R3ii 25_5 IH 21.50 I ! EAN W _WR } R IM �7-jj ( u I I � MANUFACTURING i /OFFICE BUILDING 1 i OF WATER / ! 1� FFE 31.0 _ . W_ x I II -- - - -,.. _-„-„-..-._-„-..- ... -..-..-..-.,-,.-,--------„-__--•-_ _---- 1 ..- ..-- _- .,- ,-- ,_- __ -_, -,I N 9,400 F- CHECKED FOR COMPLIANCE FOR CONTINUATION SEE DWG SD32 T 1, 1' STANDARDS Date Date Date REvOMMENDED FOR APPROVAL eve�,Y Y -$_at, AREA " A" SANITARY SEER PLAN F -- - � - -' - -' .}�`"�"'"'� PLI�N REYtEW SCALE: 1 ° =40' cc o z ® S-2 SANITARY SEWER NOTES & SPECIFICATIONS THE FOLLOWING APPLY UNLESS OTHERWISE INDICATED: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AM SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSOOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES. PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY s?2 '. OF RENTON SPECIFICATIONS FOR MUNICIPAL CONSTRUCTION. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AAD IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. S. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM 0- 1557 -70. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE HE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROAOWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATIINE CUT WITH SAN IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. (FOR CONTINUATION OF SANITARY SEWER NOTES SEE SHEET S031) 2 .1 �A44. 1 � it j! T u i 1 N 8TH ST qe�I zi N 8TH. ST SSOE, INC. I _ ENGINEERS ARCHITECTS PLANNERS Z u i fJOO� 3015 112TH AVENUE, N.E., SUITE 101 PROJECT BELLEVUE, WASHINGTON 98004 .TEL. 206 -827 -2950 z SITE p SHEET a� PROjECT `aIJUII N 4TH ST •NUMBER OF S�3��ORAWING NUMBER PI ` , CITY OF RENTON KEYLAN DEPARTMENT OF PUBLIC WORKS NO SCALE ZI AREA "A" SANITARY SEWER PLAN Z bill(- -fu 2 't,' -`L 3 (3i iq2- DESIGNED: M. B. DATE: 10 -31 -91 I FILE NAME: 5011SD30 1 BULLETIN 91 WS i 3/24/91! DRAWN: C.H.D. 0 ISSUED FOR CONSTRUCTION CHECKED: R.L.M. SCALE: 1 ° =40' FP 800). PAGE N0. REVISION BY �; APPR. DATE APPROVED: SHEET) > OF: Ej o � c w I AN FR M a 1 M 32 33 .. Mx t48 ) 3 TYPE a *n _ r' -3 M M -y- M zc•.A RIM 74 -31.34 �_.s5 :._. "v.'i .14.E. =» 89'..,`..._`_TORM MHi 41 uC 'C u• c' C ^J s. :7.,;5 5' COtiC TO d 4y _ IM ? 9n - -n' ARGN - -•75 R 33 o PTO' o? :_ ,o -- __ -- " ;f9rr- a"`',K'+°Y;'}. =AS RISER --' --- _ .._...._ _.-.. - - - - -- -- --- - - - - - - - - - - - - - - -- - - -- --- �--�a- S- �- - — -S - -_- •-_ - -=-- -- -- - -- -------- - --- -c --- -- -- -- u NORTH 8TH VIREET -- -- --- - -- -- —� K �•- -+-- -• —.._ '-= _ _ .. - .. _ X RIM 36- - -�`- - . -- - -� �\ ``- \� .�_ .h0o E" CONIC 10,000 I „TORM uH STORM r y a �� O `ipRAiN [NLE7 F• +? 6" CONIC �`�p 29. zS R V'1G ?0 I '..l STIR i .�\ RIM 35.27 35.i4 , >� . - -c. ?E 3 -, • I.E =34.39 - "\� \ - \�.6 CONIC TO _ - ''•"p° 'f['1SC hO� 5" CONIC ' 'I —j 3 \,� y�• �• =EL+.0 ':OSfc 1 ��-MONITORING nEU -11, Coo 70 W 1 RIM 36.02 s x ` 3 1 x s ORM Mr E. ;E. .- \_3 o CD N 91800 RIM � 7 1 TANK "\ f 1 w i \ _ z \ I x r a - t 1ti i PUMP HOUSE II f ! 1 STORM *4 4 RIM 37_8 u 39. JO 23.38 a �l' s) j a d01S C— iSs" Io j ---- - - - - -- -- o x V x —� ) — = r �:• > N 9,600 — -- -- d• C_ I I VE:_ _ }" 7. FOR CONTINUATION / 0' s SEE OWGI P21 Xi � I Co FOR CONTINUATION 41 PSS SEE DWG P4 KITCHEN GREASE 'INTERCEPTOR ! BQB CALL DNI C ..�� cvec N o�H ST� 1 771 13- AScL A MANUFACTURING / /OFFICE BUILDING I �1 RIM; 37 .9'1 ! FFE 31.0 // ! (I - c 3� 19 TYPE ! l2" 5T5®h RIM C 3. - , �1 F o f. L---•--••------- ••- .._.._.._•._.._.._.__.._..- - _.._..- - - - °- - - - - - - _.._- .._.•_.._.• •. -.I _.- _�Lr._. -_ = >_ m_` t s t _t.- ,_C,G7AM. MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD33 RECOM'v)EN1) ED RECOMMENDED AREA "B" SANITARY SERER PLAN FOR APPROVAL FOR APPROVAL 7 l/ SCALE: 1 " -�!0' IcD WP-%Pf 2l's43' PLRN REV(6l^! WgSTEWAtER ANG /NEER S -2013 IL SANITARY SEWER NOTES & SPECIFICATIONS (CONTINUED FROM SHEET SO30) 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. FOR LANDSCAPING SEE LANDSCAPING DRAWINGS. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PP.OPORLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.5(i) OF THE CURRENT! STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF T !TENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFDRML'Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE AS INDICATED IN SECTION BELOW. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM ':8 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18. PROVIDE MANHOLES (MH) PER CITY OF RENTON STANDARD DETAIL SHT.1 DROP MANHOLES PER CITY OF RENTON STANDARD DETAIL SHT. 5.1.4. -SEE SO_ 19. .PROVIDE OUTS (CO) PER CITY OF RENTON STANDARD DETAIL SHT. 5.2.4. DETA L 4 /SD34A:` BACKFILL TO MATCH VERTICAL SIDES GF :R NCH EXISTING GRADE -C uiNiMTZF -XCAVA TIN, EXISTING GRADE — ADEQUATELY BRACE TO MEET ALL SAFETY CODES AND REGULATIONS. L •� 1PCPTED COMPACTED B.CKF'L y LAID IN 8" LOOSE LTFTS z (957 MAX. DENSITY) GEOTEXTiLE ON SIDES &EDT. MIN. LAP 0 JOINIS 1r CCMFACTED PIPE BEDDING , A � A _ N 4" LAYERS ` (957, MAX. DENSITY) NOTE: RIPE— A EXCAVATED SOIL :0 BE -0 1' -0 TOCKPILfD AND fESfED FOR E MAX. < CONTAMINATION PER MAX. SPECIFICATIONS AND 'R' ` -PTPE O.D. DRAWINGS. PIPE BEDDING & BACKFILL SECTION SCALE: NTS N STH ST 4 € C Del LPROJErT SITE N 4TH ST KEY PLAN Z: NO SCALE Z Ln. J "�ryw 5i SSOE. INC. ENGINEERS ARCHITECTS PLANNERS 900 3015 112TH AVENUE. N.E.. SUITE 101 BELLEVUE. WASHINGTON 98004 TEL. 205 -827 -2950 PROJECT 915 0! NUMBER DRAWING S D 3 1 L NUMBER CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AREA "S" SANITARY SEVER PLAN 2 BULLETIN #2(B -2) NS 3� ii`IZ DESIGNED: M.B. DATE: 10-31 -91 1 FILE NAME: 501ISD31 1 BULLETIN #1 WS 3/24/9- GRAwN: C.H.D. _ 0 ISSUED FOR CONSTRUCTION CHECKED; R.L.M. SCALE: 1 " =40 RELD Baas, I.M. NC. REVISION cl" APPR. ! DATE APPROVED: SHEET: OF: -� I 11 1 I T I I i Y I I I I I )I Y I MATCH LINE N 9,400 FOR CONTINUATICN SEE DWG 5030 N9,400 - •- - •.� -••- - , - - -_ -. _- ._,. -,._ - ._.- __._..- _ _.._..- - - - - -' - "- -- -•-- -----•---------------- -•- ••- --- --- __- ___,__- __ - - -•-- - •- -•-- -J r TIPS CB RIM 25 c_[M)= 24.37[12'PL Aril ;APE I LS RIM 26.861 i E iW) =23.21 12•QLASJ1-- " "" �_ SSMH i STORM MR (48•a ' TAIX RIM 27.63 .� ,(111 =22.81t12•PLAST) FARM STORM MH i. =_- 1w= 2o..7e18 ew) Z.E.as)= 20.28e18•LwI _ '4 RIM E 22.10 �, �,,;'' //J MANUFACTURING Y /� i' /OFFICE i CONC. �' BUILDING G1 FFE 31.0 r / 4.1 i II cs J1 / 6V9267 STORM MH RIM 28.00 i1 x 6' N9215 : �' 6' STL i T.a.tw3= 21.59 .E,iN)= 2(3.15. N 9.200 I.E.aS) =20.10 NATURAL GAS PI RING INSTALLED BY S RIM XN �291� 1j ; l i/ WASHINGTON NATURAL GAS (WNG) I I I•E• =19 90 ^' 9i a "'' I. COORDINATE TRENCHING AND BACKFILL'� K+ OIL/11 aR �� \ , )" II WITH NNG it' IE 24.0 --t r: {. a 11 ✓� It / o kN H RIY 31.00 W i / u it 2 +32 z 31.66 0 P° ea 79.67 Q TYPE I /'/ °zlt ! 24.00S z • •RIM 27.26 �=. i.E.I E3-2 1 =� 8 Pv § j /oc� biii all :J ! o (12 'PVC) Iwr / -1.mm� Co s. L` STORM UH V' II ®` ill a RIM 27.942 � il �!i. i,j I it 2�,,�'�q4 L£.iwi= 3.43t12'I„VCh I v O 11. MH E RIM =30.04 I !I Lu 47� ' ;'� ST Il 1 rr STAB 7�8 ,/ ii J W T a7 92 i �i, � ,'- t ii)-) L RIM= 1.5 s\ RIM =34.5 - I - _E5479.83- y _ RI 22_70 22.70 i N 9,000 TOP PIP£= i STA 2+82 ° r I -/ - - - -- -/ E5490 cu'i, IE 26.00 IE 22.61N -- - -- IE 25.24N `i t i TxPE I c • IE 25.04W m u U i RIU z6.4o .° 8' PSS `o I i i, ' FOR PROFILE M' 'I ;�` a_3 FDR PROFILE. tP05S ?st_£ 2• 46 If ®1.00Z� ', it _ -z� SD....�^�- ��,�,,,�� CGNDU ?T THRU CB. tl _ �' ) r a e „ 4))1 P RIY =30.9 0 '1 SEE LINE A _ J rks3 Svc ( N 8902 1 WG S034 1 * M RIM 31.5 - i 5469.67: g 1 TYPE I C6 ,i o STA 8 +62 ° RIM 26.33 °z STA 2136 Q / / 'I E 29.05 (DROP) _ 1 LE -iNEl= 23.731 .. ° 'I 959154 m a' i 11 LEAK TEST ' E23.9E :' 8' PSS 2WLF ®0 d07,�. r (LINE A) I.E.[S) =23.63 )' k 50441 zy c� °�I I -il i_E_(W) =24.1 i , - o a i „ L ;; - e $' PSS 14 LF-1 00Z i 1t _ I MH D RIM -30.50 ZE�Y. 42 E ) -I t ¢ d .'i ea_ wM . m: 11 } CO RIM 9'" -i s L1 STA 7 +27 (LINE A) ?£ 15.4o N -s w in an / [; $� i 6' PSS 6 LF: 2E L" 0 +00 (LINE B) 'FLAMMABLE MATERIAL �ASTE TREATMENT BLDG. 1: 8' PSS i7 LF �1.04X 8' PSS 59 LF 01).40% 1.1 N8909.57 FFE 31.0 Y) E5515.57 t � a u, _£ 23.01 MH J RIM =30.50 IE 21.515 STQrdf MH I,\ r.n a CO RIM 50.9 j I, t RIM 27.74 ° 1 d o �\ f N8867' ! IE 21.71E L E. t s 1 -23 72 (12' EOh�) \ _ \ E5505.67 j I. E.(N) =19.2fi (z7- CO m FORPROFILE 1i �y A ; ) I IE 2I.7iNW I.E.(n) =19.14 (24' CCNI. ' 60 \ SEE LINE Cam/ fFOR PROFILE ii' 8' PSS 1 LF ®i.�x ' / 1 E 21 94W 22.98N "1 DWG S034,'/ I r -- EE LINE A ,{ o IE 21:74S t.E� qrr \\ I WG S034 - ti �N8 �5015.Z Q C� 8' PSS 10 LF MI.00Z N 8.844 gad• , €NDUSTRIAL SEWER It• - R €M z7.30 +� I \ c - -SSMtt is / STA 2 +35 IE 21.57W ° (`+ STA:6 +68 ;. Si c '�" \ l c S I.E -[W) =21.55 a ` ; ! +y "... -F= VERIFY ERIFYc ytHAN0 +i0 -i iNE A)..X�X IE229.61 �� IE 21.37E = 34.90 -, °_ ; E5515.67 21.7 j• I;1 •° p PRIOR TO / MH B AIM I NSTRUCTION STA 0 ','E C) STA 5 +43 IE 19.21E \ 0D j ' IE 21.27,N j Off_ _ n = •- s! I1. ,' ' E5043.61 ' -�_I . IE 21.27W i. W8723 54 STA 0 +40 [E 22.02 ' KoP Z / / IE 20.37W? S�IrQ �_ _ i 1 FO.R"P ILE -5s� - I5 'w6 : ( ,-, IE 18.00 ! IE 18.37E iE 20.57N -ss _- r2_! _ m „t IE18.27W'';_ •���.�q / i SEE NEAT SS• 4- 8° PSS 8' PSS o ;i ; 8' PSS 28 LF ®0.4021 SD34 ST .i I QBIM 26.69 3 -- LF M0.40R F @ ¢ RiM 28'2 i 42' 5,, RIM 28. 1// VTr - - tsi S) =24864 CONC. > "G. v. � : � 70 „ p 23• � 42° SD rE 23 6 1, 3C• cp - IE CONC : - -- +-_ - - - -- - - -__ -- _ --- ---- ----- ----- -- - - -- __ - - __- �'.-- SAN. SWR. MH RIM 27 88 fl _ _ 30 Sp! I���` •7� /- FORM 'm., 1 i.E.iM ) -17.91 (24')i.E.(N) -1� 96 (21 ) STQRM MH i �� // RIM 30.0 ).OS i8'CONC.) •� I.E. (S! 20 -?3 (10') I.E.iSSE )= 8.05 t8 ) 1 8.73 (26'CONC -) ". ( :_E_(E) -19.37 ( -•) i !„!� .E 2x.43 _ 3.00 (24' CONC.) SWR. THRU MH) �) 'SSMH', U • buy Anchor SAN. SAR. m„ Cl ' oo va ,v a, 1 Yi1'R *tfe Cl Lu w w RECOMMENDED C}P4MEN7ED w AREA "C" SANITARY SEWER PLAN Z a -� �� 2 SwT JI , ?C, :lAL r. 1 i BULLETIN #1 WS FOR APPROVAL 2 SCALD. 1 ° =40' z S.20 / ? 0 i ISSUED FDR CONSTRUCTION BY� 41 Y-8 -92 `' � - Vl PLA REVIE11! VfasrEYVATER ENG INFER xo. I REVISION ay e KEY PLAN NO SCALE z 900 I i AL I Y I X f I I_ L.. _� -...1 1.�.._.. T. _.._. I INWP -14 -L 011 f MATCH LINE N 9,400 FOR CONTINUATION SEE DWG 5031 -- -- - - - - - - - - ----------- •------ •- • - -•-- - - - - - ..T.._ _.._..- - - j I' Z MANUFACTURING Z /OFFICE GUARD (C BUILDING HOUSE, I � ' 1 x �A 1 IE 24.0 -- C STA 12+48 -. -- N9131.87 1 ' 1 II ! I I, E5813.83 FOR PROFILE A IE 24.005 SEE LINE A I I _1 OWG 5034 k �r yv 19 y / CD I SI i cc \\ v I \ i / 1 \\ ! I !! cl \1 \\ j 11 D i UJ TZ "i Z ' A ° I i -STA 8+52 \\ i (LINE A) \\ O c' Y(\ tO ji 8' PSS 298 LF ®0.40 E5 n 2 IE 2 1 X Lu 1 A i \\ i 4 11 \\ \ I I i 1�\ I � VU j FUTURE DIVISION OFFICE j 1 LJ y1 i1 I I \t 14 MH I II II \\ STORM MH \ •3I.0 STORM MH. �I a RIM 31.5 STORM NH \�, iE 26.34! 25.02 RIM 31.0 ,I ''. RIM 31.0 \� .� .30': SU' IE- "25:38. •_SF _ i 30' SO IS 26.03 \, V - -_� _= iSTROM M - 3O -SL'_ 30' S0 I,_R.iM. 31 HO _ \ x ��MANHOLE IE 25.81 \ RIM 35.0 I \\ IE 26.69 metal O sh rd RECOMMENDED o RECOMMENDED F FOR APPROVAL OR APPROVAL AREA I'D" SAN i TARY SEWER PLAN BY �a,�-� 11 -1 -9'2 w PLg��' AavtEIY NfAS►Ei'ATER ENGINEER SCALE: i' =40' ¢ Z _.. - - - -- - - - - - - N 9,400 -' � �•.� RIM 39.30 RIM 36.78 , IE 33.00 ? I.E.(N.24- CC CJ81 1 0 °i I.E.(S.24^ 02W-;S5 o p SAN SWR MH. RIM 35.77. 1.E.(S -N,8') =30.19 - sC�1M w 1 f ; Rim �,I e E 24.1! „ SAN SWR MH. RIM 35.74 E.(N,8 ^) =30 51 I.E.(S.8') =31 76, TTYPE I CB. RIM 35.54 I.E.01.18' CONC)= 30L94� L I.E.(S.IS' CONC) 31:24 I.E.(E.18' CONC)= 31:12- m / CONC.. Paved 1 TYPE I CB 1 x I RIM 35.37 SOLIF 18" FROM w TOE f W N! -WATER YaULT ------------------ 1 , N N 9,200 1 �I -TYPE 1 CB, RIM 36.23 tlp I.E.( E. 5• CONC) =34.48 a �I li• iY OF RENTON UTILITIES EASEMENT REC NO 7201018384 (TYP.) xi �q, 3 i I It AN SWR MH 1 1 j I 4 RIM 36.58 1.E. (S-N, 8') =31 68 l --------------- -- -- STORM MH - _ - - RIM 3-r. j I' -� + -W -- - - -- YE 24." 4 3: L - i ------------------ 1 i coNC. 1 an { ,�st 4^`x3 -• -� . I N L 1 i, CONE, N 9,000 - ' ! 1 i 'STORM MH (48'), RIM 37.27 _ 12 F � ' -_ W - a LE.(N.24' COW) -32.57 I - -- - -- - -- W- - -,'�' I_E.(S.18' CONC)= 32.72; ABANOO)E3• _ '.. i c8 �1 1A 1 a �l c CD L1 G') G O Q i F�J 1 i2s BRASS CAP IN ' ELEV. 38.04 / r ,SAN SWR MH, RIM 38.08 I.E.(S -N,8') 32.50 ' YPE.I CB, RIM 37.88 T E.( W, 5' CONC) 35.33 } I. I.E. (E, 6' CONC -35.38 :j 1 `DRAIN INLETIZ RIM 38.00 I N 8,800 N 6TH 2 Otr 2 IS 2) Sw j 3 3i 92- 1 BULLETIN r1 YIS 3/24/9t- 0 ! ISSUED FOR CONSTRUCTION NO. REVISION BY i aPPR. i DATE LPROJECT Ic 900 ME DEPT. , , -:s -- -- --- -- - - -- - - - '!- WATER. MH' V, . - - - - - - - - - - - - - - - - Ii RIM 38.14& VJ i' I.E 33 4t� 25'x25' PUGET 1 i POWER EASEMENT O Z REC. NO 8605090948 N 8,800 N 6TH 2 Otr 2 IS 2) Sw j 3 3i 92- 1 BULLETIN r1 YIS 3/24/9t- 0 ! ISSUED FOR CONSTRUCTION NO. REVISION BY i aPPR. i DATE LPROJECT Ic 900 a W SITE 0 rr a N 4TH ST KEY PLAN VJ � NO SCALE O Z A . SSOE, iNC. ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE, N.E.. SUITE 101 BELLEVUE. WASHINGTON 98004 TEL. 205- 827 -2950 PROJECT 915011 NUMBER OF DRAWING S D 3 3 NUMBER CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AREA I'D" SANITARY SEWER PLAN DESIGNED: M. B. - DATE: 10 -31 -91 FILE NAME: 50I1SD7 DRAWN: C. H. D. CHECKED: R.L.M. ! 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