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HomeMy WebLinkAboutzS-3426setSECT.18 T.23N. R.5E. W.M. Ir— O co O W bi V) 0 Ln r1r) N- Q Cf) CD a Ld LLJ Cf) 0 Ln V) LLJ J C) r- Q ROSEWATER 1 CLIENTS I PEOPLE I PERFORMANCE 12.-1 THIRD AVENUE, SUITE 1500 16 SE4fT.. WASHIA;TON 98'01 30 3 i DMJM HARRIS I AECOM 10900 NE STH STREET, SUITE 750 BELLEVUE, WASHINGMN 98044 PHONE: (425) 45"OW FAX: (425) 454-OM 14.1 LF 12" CPEP S=6.74% - APPROVED FOR CONSTRUCTION CITY OF RENTON DATE PROFILE SCALE: H: 1" = 20' V: 1 "=1 0' SURVEYED; DESIGNED: SCALE K SMITH R. EDRALIN CHECKED: DNE N1CH M. DE LL1A AT FULL QfJI F ADDENDUM N0. 1 WRE 07/09 KRS C NOT ONE INCH APPRwED: scuE ►uccaRaNGLr NO. REVISION BY I DATE I APPR K. SMFTH VERTICAL• NAW 1988 HORIZONTAL NAD 1983/1991 DATU M 0 CD LLJ Ld (I) 0 L7 V) K) 0 Cn 0 Ld Ld C!) 0 Ln Q V) W z J U d CONSTRUCTION NOTES: O2 REPLACE EXISTING WATER SERVICE LINE TO MAIN (PIPE AND INSTALLATION BY CITY) O3 PROTECT EXISTING WATER METER AND METER BOX REPLACE EXISTING WATER O METER AND METER BOX (BY CITY) INSTALL TRAFFIC RATED COVER O ON METER BOX OPROTECT EXISTING 10" WATER MAIN, COORDINATE WITH RENTON WATER DEPARTMENT TO SHUT OFF MAIN DURING CONSTRUCTION CONNECT EXISTING STORM LINE TO NEW CATCH BASIN, VERIFY EXISTING PIPE DEPTH PRIOR TO CONSTRUCTION ABANDON AND FILL EXISTING STORM DRAIN PIPE 9 PROTECT GAS LINE (COORDINATE WITH PSE) iC COORDINATE WITH PSE TO RELOCATE OR PROTECT EXISTING UTILITY POLE 11 CONSTRUCT 8" SANITARY SEWER THROUGH MANHOLE IN 14" STEEL CASING. SEE DETAIL, DWG SD06 15 GAS MAIN RELOCATION (BY PSE) 20 SEE DWG SD04-SD05 FOR PROFILE 23 PROTECT OR RELOCATE EXISTING SANITARY SEWER SERVICE 25 ADJUST MANHOLE 2� CONNECT NEW SANITARY SEWER LINE TO EXISTING SANITARY SEWER MANHOLE AND RECHANNEL 28 CORE DRILL AND CONNECT TO EXISTING STORM DRAIN STRUCTURE 32 ABANDON STORM DRAIN MANHOLE 35 WARNING -UNKNOWN UTILITY APPEARS TO PASS THROUGH EXISTING MANHOLE. VERIFY LOCATION AND COORDINATE RELOCATION PRIOR TO REMOVING MANHOLE. CITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) 36 REMOVE EXISTING CATCH BASIN 3� REMOVE EXISTING STORM DRAIN PIPE* 38 REMOVE ABANDONED SANITARY SEWER* 39 REMOVE EXISTING MANHOLE* 41 ADJUST VALVE BOX 44 BURIED TELEPHONE (BT) SHOWN MAY NOT EXIST. TELEPHONE IS OVERHEAD, VERIFY PRIOR TO CONSTRUCTION. 46 FIELD LOCATE CB TO INTERCEPT EXISTING STORM DRAIN PIPE FROM BUILDING 50 PROTECT EXISTING FIRE HYDRANT *UTILITY REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION". RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 20 0 20 40 L.wli- SCALE IN FEET RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT FlELDBOOK: PHASE 1 PAGE SHATTUCK AVE S STORMWATER BYPASS AWIN.' STORM DRAINAGE & UTILITIES SD02 PLAN AND PROFILE STA 13+50 TO 17+50 SHEET: . :, A0©Umm©u LLJ J I = I j T 0 ry a LLJ V) Lr I,,- w < , STA 18+10, 24'L 30LF 12" CPEP CB #7B, TYPE 2 (48") E-18.99 12" CPEP(N,E) 3 ' MH848 -� PROPO Fr PAVEM NT RIM=27.41 4B LIMITS, SEE SHEE RP03 IE NW=22 35� IE NE=21.68 ,� 37 20CB# 13 - " nnsir+ 1 I • .► H212 10SS (AL'AlND-ICI 011111111;;�� 25 1 j \\\ 12g 39 Ln Ai 38 0 j 18+OC W 41 sj49� 87. P w W w - BT T BT CONC. v r A 41 CEW-0 C82273 44 7 6.41-F 12 P S^1.51-7 ° { jl - MH849 C132203 RIM=27.53 CBS51 RIM-27.17 CTR. CH RIM=2 9 1 IE=24.57 =17.74 IE=2 8 WITH CONTROL STRUCTURE I B2C195 36 37 CB #8B RIBA-26_50 1E=24.31 CB #8C I STA 18+64.6 15.3R TYPE 2 (48") RIM=26.9 IE=19.7 12"CPEP(W) IE=19.8 12"CPEP(N) a_ o Li d. J U a� 0 two ._. Cn r� Ln W 00Z w or - +�NZf ^Nf1f L(] r` ca r":Nr �Z QEp r n II Ila r 77 LIJ w 40 L.F. 48" CPEP SD S=0.20% RosEWATER CLIENTS PECPLEI PERFORMANCE 1201 THIRD AVENUE, SLITE SEAT'' �'41NC ON 9810 r DMJM HARRIS AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-WW FAX: (425) 464.0220 SECT.18 T.23N. R.5E. + 18+40, 2 , CB #7C, TYPE 0. IE=20.02 E�X, 2 4109.4 LF 4'CPEP S= I4 1 ' j� �11�isw�l PAD 38 iWICIMA N STA 19+95.3, 19.81 1Dy11.25 DEGREE BEND BUILDING CB #9 ZO 0" PVC SS y- 39 MO 4 18 AEH843 RIM=27 L 3 s - l =28,01 1E E_ 77 IE= _ CTR. HAN. CB " =20 3 CPEP S� 24�'�' 1.1�33' "STEE NG �O SSMH #MH2987 s � sfi sL or t£ 1 CPE � 11,(11 6 L F 1 1 z lU MH 2779 RIM=31.51 L CTR. CHAN. PLAN SCALE: 1" = 20' wr r I I RAILROAD BRIDGE cn w `-' •• , CI) Hpz- ¢ ao as 0- Q Z O UZ J a r Z a J a -jH Ld�. N �U - x X U ` N U 0 Ld . �Z�af LUaU W Z w w ti - W = LdLU U L) L)� � Y U U Q CV CC] a N N Z N O CD U O Ld Ld ❑ ❑ L10 CO rrnz= J ooN Of �rn rno �m II II�� w w -i Q> Ldr: Q j NN tnU(if wwo ¢ ¢ x x c~nUocw x (A ryww W W W ?¢ PROPOSED E_ - 166 L.F. 48" CPEP SD S= 0.20 65.2 L.F. 48" CPEP SD S=0.00% APPROVED FOR CONSTRUCTION CITY OF RENTON DATE 56.3 L.F. 48" CPEP SD S=0.27% PROFILE SCALE: H: 1" = 20' V: 1 "=10' NO. ADDENDUM NO 1 REVISION W.M. F. HYD. 21+14.5 57.6L CONSTRUCTION NOTES: W. VALVE REPLACE EXISTING WATER 21+24.7 59.7� CB #JOB CONCRETE INLET REMOVE EXISTING CATCH 1 STA 21,+86.9 21.9E SERVICE LINE TO MAIN 36 BASIN* �. RIM-27�8 �� (PIPE AND INSTALLATION IE=24.2 12 0PEP (E) BY CITY) 37 REMOVE EXISTING STORM 43 A MHZ REPLACE EXISTING WATER DRAIN PIPE* m RIM 2828-31 4 IE E=23.21 METER AND METER BOX 1E W=1$.81 REMOVE ABANDONED IE-N=20.2- (BY CITY) 38 IE�s=2o- SANITARY SEWER* 42� fi PROTECT EXISTING 8" 3 C16 0 24 WATER MAIN 39 REMOVE EXISTING MANHOLE* M .54 ' 31- RIIE CONNECT EXISTING STORM 19C 7 46 0 6 U7 DRAIN PIPE TO NEW CB, 41 ADJUST VALVE BOX VERIFY PIPE DEPTH PRIOR ADJUST HANDHOLE J_ BOX 48" CPEP 39 - TO CONSTRUCTION 42(COORDINATE WITH PSE AND S' , ABANDON AND FILL EXISTING STORM DRAIN PIPE QINEST ) 37 7 5 PROTECT EXISTING GAS LINE 43 ADJUST POWER VAULT H #10 (COORDINATE WITH PSE) COORDINATE WITH (PSE) M 1 18" Pvc 41 , 12 PROTECT EXISTING BURIED BURIED TELEPHONE (BT) = 2oa7 ,h : �A, _� N TELEPHONE CONDUIT 8w '" SHOWN MAY NOT EXIST. " 28 (COORDINATE WITH QWEST) TELEPHONE IS OVERHEAD, VERIFY PRIOR TO `" U P9 26 28 Q 12 2°� - 13 PROTECT EXISTING BURIED CONSTRUCTION. 0 POWER LINE (COORDINATE • 0 Q 1 'C. ATTU CI'\ � V E. WITH PSE} 46 FIELD LOCATE CB TO - - - INTERCEPT EXISTING STORM ION FENCE PROTECT EXISTING BURIED DRAIN PIPE FROM BUILDING p MH2987 CB2087 18 cBz05� 14 CABLE TV CONDUIT � RIM=29.57 RIM=27.15 MH841 �}1 RIM=�7.73 (NOT FOUND} CTR. CHAN. IE N=24.28 RIM=28.08 49 IE=2s.8s (COORDINATE WITH 47 WARNING - SHALLOW =18.42 IE E=2423 CTR. CHAN. IE W=2Z17 =18.85 COMCAST) WATER MAIN IN THIS AREA 30.7 LF 12" CPEP THIS LINE IS CALLED OUT As S=1 A 4% 15 GAS MAIN RELOCATION (PSE) 48 PROTECT POWER VAULT "PROPOSED TELE. DUCT" ON 1987 SHATTUCK AVE. SOUTH �� r�- Z (COORDINATE WITH PSE) INTERCEPTOR SEWER PLANS. CB #1OA 16 COORDINATE WITH VER120N 1 STA 21+87 15.5E BUSINESS FOR RELOCATION OF PROTECT EXISTING 3" DIA STA 20+21.8, 14.9'L TYPE 2, 48" EXISTING FIBER OPTICS LINES 49 CITY CONDUIT (COORDINATE 1-11.25 DEGREE BEND RIM=28.1IE-20.75 12" CPEP(S) 17 COORDINATE WITH ALLSTREAM WITH CITY) FOR RELOCATION AND IE=20.65 12" CPEP(N) PROTECTION OF EXISTING 51 INSTALL 18" OVERFLOW IE=23.4 12" CPEP(W) FIBER OPTICS LINE RISER AND SHEAR GATE, PROTECT EXISTING AT&T FIBER SEE DETAIL ON 18 OPTICS LINE (COORDINATE WITH SHEET SD07 AT & T) *UTILITY REMOVALS PAID SEE SHEET SD04-SD05 FOR FOR BY "REMOVAL OF 20 PROFILE STRUCTURE AND OBSTRUCTION". w 24 REPLACE AND RECONNECT EXISTING 10 SANITARY J cn o .-. J SEWER. N -Z Ld Jw o ❑- as �.w�.� o 00 IZ w a_ a_ w v) rn J w rn c� -- CL a cn N N a- 0 a- a C N 0- o .-. o N v o w v o 25 ADJUST MANHOLE t w U" U U" _ 0)U UZ t Q; a " CN = " 000 a - O �' +I co a- "~ co o ADJUST CB TO GRADE AND []C]1NN� 0 N >❑ -CO�r�N OC 2� + >- "� - ,n r r N °C + U r x af N + ~ n � ,n r INSTALL SOLID LOCKING COVER Q �} 117 Ifl I� U 0 C] � � 0 � _ c6 N7 U N Nr N N N r`� N N Y ►� N �`!r N Cq 28 CONNECT TO EXISTING STORM m II II 11 11 II o Q CI U w ❑� II II II II U DRAIN STRUCTURE cn U f,• W W W W W { 7 V <Y w H- 0° Vi c] rr W W W W x ci Lx�I 31 REMOVE EXISTING FIRE HYDRANT*, NEW FIRE HYDRANT AT STA± - 21 +14.5, 57.6' L 33 ROTATE MANHOLE TOP OUT OF f� CURB LINE AND ADJUST TO GRADE, REPOSITION LADDER WRE 107/091 KRS 8Y 1 DATE I APPR 117.3 L.F. 48" CPEP SD S=0.09% 16.5 L.F. 12" CPEP SD S=11.52% SURVEYED: DESIGNED: Kawffl DRAWN: III �M K N LLLA APPROVED: K S TH RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTORS RECORDS 210 0 20 4+0 SCALE IN FEET RAINIER AVE S (SR 167) DAI L: SCALE: vmnc&: NA110 19s8 IMPROVEMENTS PROJECT HORIZONTAL NAD 1903/1991 IE EOM l" - w CITY OF PHASE 1 PAGE tiA7U M a RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING N ONE INCH Public Works Dept. STORM DRAINAGE & UTILITIES SDO3 AT FULL Sc.ALE IF NOT ONE INCH p -AND-PROFILE STA 17+50 TO 22� SCALE ACCORDINGLY FED AID NO.: ARRA-0167(044) SHEET: 34 7 A0NrJw[TN[= SECT.18 T.23N. R.5E. W.M. on I SIDE NOT F NO i 4 AVEL .. u0 Ld 0 zCL i C6 U p ` x R LJ 1 ¢ W �❑ U - 00 W LL1 PO �C FtNrU r� Ci 00 zz (n Cn Ld W L ty U *:z � f U7 cn r H T-t po F- (p 4 L L J L0 C-7 W W Q QNr M CQ�� Z lf] Lj03(W11 U' Zj C7 C7 fl7 r� 0 I HW x Z Z H x II II ¢N x o V)Nnz w— Z -- _ � t I Ca I I L !n La IY w LEI [J] U W a- � 2 .. r 2 F- x_ x x m Q I- g U II H m p to cO cn to 3 in U Fh w _j to (n to W m u7 0 m a x x x x Ld W LEI W _p� J� 19.7 L.F. 12" CP S=9. %EX VAU LT G SIDE SEV#M FOUND CAPPED AT RM 21 1AA30 SD 1 z m 14)- r� G -AREA OF ABANDONED MANHOLE -' 39 21 3fi 2❑ C8 # SS CB23015 :;Ca1T7MR.C RIM=24.31 IE-E=22.47 V.IE-W�22.37 EXTRUDED CURB or. -mNLILI 0 THIS LINE IS CALLED CUT AS "PROPOSED TEL.E. DUC " ON 1987 SHATTUCK AVE. 9OUTH ! INTERCEPTOR SEWER PANS. I ! 1 i PLAN SCALE: 1" = 20' v, s �G 308 la MH2307 CB2308 RIM-25.18 RIM=24.33 IE-N-19.72 IE= 21.73 IE-NE-21.53 IE-S-19.59 IE-W-20.97 a W D_ U F- F- W Ld LdJ 00 .-� a- F_ CO L7 W U~] [V ��W LdI I LO Ld H W y a- w < Ch 0' x x C7 r7 F- CV X iD LL z z CD CD z + nLO I - - - 1 LyniNn� xx 00 00 x Li7 f� Y m m m In In (n d ® II II 0 (-n [/] U D< W W J x x x Ld x Ld W W x Ld G 192 L.F. 48" CPEP SD S=0.31 % 35.5 L.F. 48" CPEP SD S=1.69% Q a DEA OF ABANDONED MANHOLE a _ 39 8 [ABAND.) 9 13+00 �G IN f— f— _ W I W L U U Z _ Z_ I x LL I x U Ct Ln xx W= W r z � o p U O +i 04 Ld LLi z U) I I F- m O x - I` 0) 232.2 L.F. 48" CPEP SD S=0.24% Ld U CONSTRUCTION NOTES: j� CONNECT NEW 48" PSD TO EXISTING 21 CONNECT EXISTING SANITARY STORM VAULT AT EL. 14.45' (FROM SEWER SERVICE TO NEW 8" PVC SW 7TH AS -GUILTS) AND NEW 12" SD SEWER SERVICE, VERIFY EXISTING AT EL. 19.87' PIPE DEPTH PRIOR TO CONSTRUCTION 2 REPLACE EXISTING WATER SERVICE LINE TO MAIN (PIPE AND 22 PLUG & ABANDON EXISTING SIDE INSTALLATION BY CITY). SEWER. RECONNECT TO NEW 8" SS 3 PROTECT EXISTING METER AND 25 ADJUST MANHOLE METER BOX 27 CONNECT NEW SANITARY SEWER LINE TO EXISTING SANITARY SEWER REPLACE EXISTING WATER MANHOLE, RECHANNEL MANHOLE _J METER AND METER BOX (BY CITY) 29 RELOCATE EXISTING BURIED CONNECT EXISTING STORM LINE TELEVISION (BTV) LINE ADJACENT AT ROW WITH DI PIPE AND FLEX TO EXISTING BURIED POWER COUPLING. MATCH EXISTING IE. (COORDINATE WITH COMCAST) (FWD #704) 30 TELEPHONE PEDESTAL 8 ABANDON AND FILL EXISTING RELOCATION (BY QWEST) STORM DRAIN PIPE 32 ABANDON STORM DRAIN MANHOLE PROTECT GAS LINE (COORDINATE LL�"11 WITH PSE) 36 REMOVE EXISTING CATCH BASIN* 1 D UTILITY POLE RELOCATION 37 REMOVE EXISTING STORM DRAIN PIPE* (BY PSE) 11 CONSTRUCT 8" SANITARY SEWER 38 REMOVE ABANDONED SANITARY SEWER* THROUGH MANHOLE IN 14" STEEL 39 REMOVE EXISTING MANHOLE* CASING. SEE DETAIL, DWG SD06. 12 PROTECT EXISTING BURIED 41 ADJUST VALVE BOX TELEPHONE CONDUIT BURIED TELEPHONE BT SHOWN MAY (COORDINATE WITH QWEST) 44 NOT EXIST. TELEPHONE IS OVERHEAD, 13 PROTECT EXISTING BURIED POWER VERIFY PRIOR TO CONSTRUCTION. LINE (COORDINATE WITH PSE) PROTECT EXISTING BURIED *UTILITY REMOVALS PAID FOR BY 14 TELEVISION (BTV) LINE "REMOVAL OF STRUCTURE AND (COORDINATE WITH COMCAST) OBSTRUCTION". 15 GAS MAIN RELOCATION (BY PSE) 19 BURIED POWER LINE RELOCATION (8Y PSE) 20 SEE SHEET SD04 FOR PROFILE Cn U3 Z W W J n O ow z _z 7 ¢ rn cn rr] a r Zx U3 Z Z II °a Z [V II o Ld U O W U w r: CO II I = Q x 0 LO . �] Z ++ > x DC WU 7 (� prj C9] U[] Z fY 04 cn m hrj=C7 C) N U z Ld w Ld W _ d0 + r Cr! Z L] x II w Lj W U Q U ne Ld ~ Ile L0 Q U W U Z H 0 0 (0 [I)DGUJ Ld z-H Zr L1I _<<< - — - -- - 0 (nOf0J — �F- U� — w LLJ 1 V 139.6 L.F. 8" PVC 5=1.61 % 2.2 L.F. 8" PVC S=0.14% 13 L.F. 14" STEEL CASING ROSEWATER ' SEINER PROFILE 20 0 20 40 GHi CLIE:WTS I PEOPLE I PERFORMANCE PROFILE UK SCALE: H: 1 " = 20' V SCALE: : 1 = 2Q' 12Ci1 THIRD AVENUE, 5111TE 15!1:1 • 1"SCALE: off6iiiiiiii —I SEA i__, WASHIN•]TON 98101 C_,3 V: 1"=10SCALE IN FEET RAINIER AVE S (SR 167) DMJM RABBIS AE M APPROVED FOR CONSTRUCTION CEWNM HORZONmu NAD 1983/1991 IMPRO11EMENTS PRQJECFlELD�: K sMTM 1" = 20' C]TY OF PHASE 1 PAGE-- 1 09M NE 8TH STREET, SUITE 750 °R"°N RENTON SHATTUCK AVE S STORMINATER BYPASS MAIMING NO: 6ELLEWE, WASHIN[3TON 980Q4 R. EDFiAl1N aATuf� cHE PFIOME: (4� 454-58DD FAX: (425)454�D CITY OF RENTON DATE acmM. DE LJ1A "r LLINc�E Public Works Dept. STORM DRAINAGE & UTILITIES SD01 IF NOT ONE INCH PLAN AND PROFILE STA 10+00 TO 13+r50 SwEr ADDENDUM NO. 1 WRE 07/09 KRS �'"1DC01R°'"a'' FED AID NO.: ARRA-0167[044] 32 OF: NO. REVISION BY DATE I APPR K• SmrrH D- 121713141216 SECT.18 T.23N. R.5E. W.M. s- O 48" CPEP SD RECONNECT EXISTING 10"' SS PROTECT OR RELOCATE EXISTING SANITARY SEWER SERVICE, 6"MIN CLEARANCE SS PROFILE STA 17+23 SCALE: H: I' = 10' V1•-5' LLi O ca bi 0_ Z J V)� o Z W r� W Q }LO 0 pC CO N _ Ilww Waf V) W cn 3 uu j j O Cb p a_ a_ r u� " = Q CO " (0 coo C) N 4k f�� <N� �[] �NN �� N = 0r N N Do CD Coco 01 V) Ld fr W = II II _----�—COME CT EXIST1NIG-1 VSS- TO NEW SSMH #4 3� 9LF r�h p vc 0 @ Tj4s� 0 48" CPEP SD 10" PVC SS SS PROFILE - SSMH #4 SCALE: H: 1" = 10' V: 1 "= 5' J Z Rd- � 0 z W W W W N Ld UJ U W W a_[y U U C7 to U to : 00 Z_ U W (a r [ j csi 4 CTi d + d 4 N N N LC] r- LC] r Q Vl m:2 II II II Q g j V) C) E C" �_ 1 i �pp 0 1 �L7p 00 r 39.8 L.F. 12" CPEF S=0.13% SID PROFILE - CB#2 SCALE: H 1" = 10' V: 1 "=5' Z a F zw O z H .... Cn Q O — Z Z^ U U in r. co WW Q n a- WWa- a� N W W W a- U Z _ O J Q Qi " W W W W W of Ld 0 N U U W U f -- Z ~ r N W W W W W O 00 .� 3 U �3 �z�o G° rJUU�rJ" (° w - W W CQ CO " _ n W " " " " " 00 r r r W W— N r r (0 n i r] (o r In In� 00 � n � ][ � � N (o co p N h'7 [V =Nr� ¢N (6(6 N Fes- L6 N_Hu]NW VI H r N N N + r r r rrN � N ..-� + rr�d� Hm II II II II II II Ln (° 77 V) II m� II II II = II II �IQN�'w w o (n 0- w U OC W W W W W r C-DLn z VI () 0. W W W W Ld Ld 4 N d rz 0 o Qm� II C14�m II O orf Z V)U0h w — V] U OC W U LL-14 +`. _ --- -� •~tit_ t n 12" CPELn Uj o 5' 36 L.F. 12" CPEP r{ N S=1.67% 00 CV Co 19 L.F. `i$" S PVC, S=1.58% 13 L.F. >14" STEEL CASING BSD PROFILECB#4 #5 - SCALE: H: 1" = 10' SCALE: H: 1" = 10' V: 1 "= 5' V: 1 "= 5' RoSEWATER CLIENTS PEOPLE PERFORMANCE 1201 THIRD AvENJE, `'il ti06 6 SEATT-E, WASH NGT.QN y�i' 39-�. DMIM HARRIS I AECOM BELLEWE, WASHIN(iTON 96004 PHONE: (428) 454-6800 FAX: (425)1640220 APPROVED FOR CONSTRUCTION CITY OF RENTON DATE ADDENDUM NO. 1 REVISION DESIGNED: K ewrni DRAWN: CHECKED: FL KDE111■ WRE 07/09 KRS APPROVED: BY DATE APPR K aIIIIIIIII■'lH W Cb ) WJ N a U W N r r n 4` r m� II U fr W Q V] Cn Z V] W W ^ 0- a- a- OLD. W 00 n 00 ~ LO �NPO LO LC] — LC] r PO (O r (D r N (n C0 r r m � li II II II II U0� W W W W W 0 N t2.5' 17.1 L.F. 12" CPEP S= 3.51 % W Z Vl Cb Cb d ii�d It '-` W W W r N 13- 0- 13- UUU N W a 0-N CO CQ + � N r + n LO00 r Q r�N�nn m II II II V) U E W W W W � \\\'A N 32.1 L.F. 12CPEr 5=6.85%O i L 4. 0' >r 00 T OC di W W W W W W W W (C] W r, n 0-N to r N r N r N r 00 r 00 r LC]Nwco0� toN 0 r M r 0 N C N r N (6 r r o � rn � II II II II II II N � r 37.3 L.F. 18" CPEP S=6.43% 3.2 L F. 18" DIP S=0.60% SID PROFILE - CB# 3 SCALE: H: 1" = 10' V: 1 "= 5' d r W U n cv Q CD 00 ry vN mm II U OC W 3" USE POLYETHYLENE FOAM AT GAS & WATER CROSSINGS SID PROFILE = CB #7 rvr ■rr■ ■ ■. ■ ■ r V: 1 "=5' SCALE:VERTICAL: NRVO / .rAM� 1 ■ HORIZONTAL -NAB 198383�1991 DATU M ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF qtet F=0N Public Works Dept. FED AID NO.: ARRA-0167(044) c a- N Lij a - LC] w U a_ Q 0) > oa 00 N N 00 � � Q < N Cn :2 RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS IMPROVEMENTS PROJECT PHASE 1 PAGE: SHATTUCK AVE S STORMINATER BYPASS :0., STORM DRAINAGE S UTILITIES SDO4 PROFILES AND SECTIONS :, AERNMmmu ,.n 8" DIA PVC SAN SEWER 48" DIA CPEP SD E 15.46' 14" STEEL CASING 8" PVC IE 14.51' ENCASE 13 LF 8" DIA PVC SAN SEWER IN 14" DIA STEEL CASING. SEE SSMH #1 48" DIA MANHOLE ! r 14" STEEL CASING 8"PVC IE14.55' 48" DIA CPEP SD E 15.46' TYPE 2 CATCH BASIN, 84" DIA CASING DETAIL, THIS 8" DIA PVC SAN SEWER SHEET., - CORE DRILL AND CONNECT TO EXISTING MANHOLE. 'f RECHANNEL MANHOLE. -��-A------------ _--- 18" SS MH2383, 48 DIA PLAN INSTALL ADJUSTMENT RINGS STANDARD SOLID LOCKING AS NECESSARY, 4" MIN., RING AND COVER 16" MAX. HEIGHT IE 14.7' FILL CB SUMP TO IE OF 48" PIPE WITH CONCRETE SEE SHEET SDO8 FOR TRENCH BACKFILL DETAILS m 401, ' PROFILE 1 DETAIL SCALE: 1 °"=4' RvSEWATER d CLIENTS I PEOPLE PERFORMANCE 1201 TARO V. E E. SUITE 15-1 S_ATT_- •AAE ":;TON 95101 _;03' DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 OO FAX: (425) 4544 0 APPROVED FOR CONSTRUCTION CITY OF RENTON DATE 14" STEEL CASING 8" PVC IE 17.30' TYPE 2 CATCH BASIN 84" DIA EX 10" W 39.5" TO CROWN �i SSMH #3, 48" MANHOLE 12" DIA CPEP SD C7�B7 #4Ar� } 22" X 26f, I I CON C INLET 14" STEEL CASING I I 48"' CPEP S❑ 8" PVC IE 16.48' I I ry IE = 16.35' --�rf� ll1 - ,-- - } I I r +1-----�r�18— SS i------------� I I M H 2181 PLAN 54" MANHOLE ENCASE 12 LF 8" DIA PVC SAN SEWER IN 14" DIA STEEL CASING. SEE CASING DETAIL, THIS SHEET. INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT EX 10" f 39" IE 16.35 SEE SHEET SDO8 FOR TRENCH BACKFILL DETAILS m STANDARD SOLID LOCKING RING AND COVER r PROFILE 4 DETAIL SCALE: 1 "=4' oE�cWE� SCALE' vmIm KOWM IL ®RAIJ1i CHECKED: OWE wcH Y DE LWI AT FULL QfJI F NCH ADDENDUM NO. 1 WRE 07/09WAPPR C NOT ONE NQ- APPROVED: SCALE I�CORGNGLY NO. REVISION BY DATE LOMITH VEtzncw MVD 1988 HORTIOWTkL- WAD 1983/1991 DATU M 1. LOCATE CATCH BASIN SUCH THAT KNOCKOUT FOR STEEL CASING SEPARATED FROM 48" DIA. CONCRETE PIPE KNOCKOUT BY 1' HORIZONTAL, MINIMUM (AS MEASURED ON INSIDE WALL OF STRUCTURE). CATCH BASIN TO HAVE KNOCKOUT PROVIDED PRIOR TO DELIVERY TO PROJECT SITE. 2. STEEL CASING SHALL EXTEND 2 FT. BEYOND BOTH SIDES OF OUTSIDE SURFACE OF CATCH BASIN. 3. PROPOSED PVC CARRIER PIPES SHALL EACH BE OUTFITTED WITH CALPICO MODEL M SPACERS OR APPROVED EQUAL. SEE CASING INSTALLATION DETAIL ON THIS SHEET. 4. CARRIER PIPE SHALL HAVE RESTRAINED JOINTS WITHIN ENCASEMENT PIPE. 5. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER THE SPECIFICATIONS (NOT SHOWN ON PROFILE FOR CLARITY). 6. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION REQUIREMENTS. PLACE END SPACER MAXIMUM OF ONE (1) FOOT FROM END OF CASING (TYP.) STEEL PIPE CASING MAXIMUM DISTANCE BETWEEN SPACERS SHALL BE SIX (6) FEET 0. C. 1 r CASING SPACERS SHALL BE MAXIMUM OF ONE (1) FOOT FROM EACH SIDE OF PIPE JOINT (TYP.) SEAL END OF CASING WITH NEOPRENE CASING END SEALS (CASCADE END SEALS OR APPROVED EQUAL) CARRIER PIPE (PVC, SDR 35) CASING SPACERS CARRIER PIPE DIAMETER 6'" 8"" CASING DIAMETER 12"' 14" MIN. CASING THICKNESS 0.25" 0.25" SPACER BAN ❑ WIDTH 8" 8'" ANTICORROSION COATING THICKNESS: CASING — 12 MILS ❑FT NOTES: 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. 2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES. B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. SEINER CASING DETAIL N T'S r CITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS RAINIER AVE S (SR 1 B7) IMPROVEMENTS PROJECT REIDEOM: PHASE -I PAGE; SHATTUCK AVE S STORMINATER BYPASS DRAWING NO: S I RM DRAINAGE& LMLMES S DETAILS SHEET a