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HomeMy WebLinkAboutTED4003426.3236 CB #1 A SSMH #1 I - I / 19 ! °. I RlM=23.46` '383 A.16 3.89 12 CPEP SD HAN. MH2387 29 RIM=24.36 IE W =13.95 IE 36" E, 24" 1 W, 18" E UN- 38 AVAILABLE VAULT FLOOR ELEV=13.05 48" CPEP SD---- 15 � _N P. 8 MH2386 10+00 RIM=24.43 G IE- W=14.03 IE-E=14.08 25 27 8" PVC SS OCB #1 C 3 o 41 I SECT.18 T.23N. R.5E. W.M. i SIDE SEWER FOUND CAPPED SIDE SEWER AT ROW NOT FOUND 21 4 I :4) AOCA, OF ABANDONEDD MANHOLF I (;81,3U6 rvit tw 30 RIM=24.31 CTR. CHAN. # I IE-W=22.37 15.16 39 21 36 20 CB 2 I) IE-E=22.47 = 10 12 14 SSMH #2 8 PVC SS 7 2 y dq" rPPP 0,n 38 " 9 22 2 19 12+00 G G G G G G 22 SHATTUCK AVE. l1 V CB2384 U) 041 d, MH2385 IE=21.38 RIM=24.07 IE-NE=18.07 • I IE-W=17.87 IE-N=17.97 I LTHIS LINE IS CALLED C UT AS "PROPOSED TELE. DUC " ON 1987 SHATTUCK AVE. BOUTH I INTERCEPTOR SEWER PANS. i PLAN SCALE: 1" = 20' ^ a-LO z ao U p j 0 W _ X Z _ Z � a_ - 2 0 Z O m O U Z (n Cn W J d- �� CO W w ro N U �p ^ I X O 1- 1 X CD Z aj U- U U N CO z_ z � cn I ao � w _ � N � cn NQ °� p z v +I � w � v X � J � N ~ � Uj � � � �� U W < CN 0 Q N °' CD ? r- � � W CO O O z_ i C� CD > U > .. - r- N X +~ [__ �v Z x z Z W z CD xw w I-m� (J) II U 1 W m o _ NAY = Ld x x x LU � � x I m Q m ~ - .- U II p Q � cn Co cn cn Q � W F- > x 3: to U GE w _j cn \ cn cn Q m w cn Ln cn cn m m Z \ X X X X _ X X r� W LL_I W W n W w 19.7 L. F. 12" CPEP m f S=9.34% ROSEWATER CLIENTS PEOPLE PERFORMANCE 1201 THIRD AJEOJ�; SU'I- 150 SEAIi1E, I'V'A .I �T f; 9810 1S w w O U � z z w I I x x CD O O z_ of 00 I X Ln Ln Cn X X C/-) W W x LLJ 192 L.F. 48" CPEP SD S=0.31 % 11 35.5 L.F. 48" CPEP SD S=1.69% PROFILE SCALE: H: 1 " = 20' V: 1 "=10' 3 OF ABANDONED MANHOLE _~mil 39 38 I 8 ��20-\,1 ;3213+00 12 G �� G G G 8 _ ry 8 36 CB #2A 44 \ 15 EM= 8 RIM=25.18 4.33 IE-N=19.72 73 IE-NE=21.53 IE-S=19.59 I E- W- 20.97 I f i I m w Q' U W 00 ^ I- "I J U z - !- J d- cn 00 ^a_ w X cn w Zw 00 N Q a_ w 0 U z_ W U 0 z_ w 0- N < I > x Q!fCD w x LO N N 04 z `- � Ln I� - "t Lj 00 Qm-II ITC) � < tnUafwWJ X X W � W 232.2 L.F. 48" CPEP SD S=0.24% R=342632 CONSTRUCTION NOTES: D 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-BUILTS) AND NEW 12" SD SEWER SERVICE, VERIFY EXISTING AT EL. 19.87' PIPE DEPTH PRIOR TO CONSTRUCTION O2 REPLACE EXISTING WATER SERVICE LINE TO MAIN (PIPE AND 22 PLUG & ABANDON EXISTING SIDE INSTALLATION BY CITY). O SEWER. RECONNECT TO NEW 8" SS (� 3 PROTECT EXISTING METER AND 25 ADJUST MANHOLE O O METER BOX ® O CONNECT NEW SANITARY SEWER LINE CD OREPLACE EXISTING WATER 27 TO EXISTING SANITARY SEWER 4 METER AND METER BOX MANHOLE, RECHANNEL MANHOLE 3: (BY CITY) 29 RELOCATE EXISTING BURIED TELEVISION BTV LINE ADJACENT j� CONNECT EXISTING STORM LINE ( ) W AT ROW WITH DI PIPE AND FLEX TO EXISTING BURIED POWER W COUPLING. MATCH EXISTING IE. (COORDINATE WITH COMCAST) (FWD #704) 3Q TELEPHONE PEDESTAL ABANDON AND FILL EXISTING RELOCATION (BY OQWEST 8 STORM DRAIN PIPE ) 0 32 Ln PROTECT GAS LINE (COORDINATE ABANDON STORM DRAIN MANHOLE + WITH PSE) 36 REMOVE EXISTING CATCH BASIN* UTILITY POLE RELOCATION 10 (BY PSE) 37 REMOVE EXISTING STORM DRAIN PIPE* Q CONSTRUCT 8" SANITARY SEWER 38 REMOVE ABANDONED SANITARY SEWER* U) 11 THROUGH MANHOLE IN 14" STEEL 39 REMOVE EXISTING MANHOLE* W CASING. SEE DETAIL, DWG SD06. Z 12 PROTECT EXISTING BURIED 41 ADJUST VALVE BOX O TELEPHONE CONDUIT BURIED TELEPHONE (BT) SHOWN MAY _ (COORDINATE WITH QWEST) 44 NOT EXIST. TELEPHONE IS OVERHEAD, PROTECT EXISTING BURIED POWER VERIFY PRIOR TO CONSTRUCTION. Q 13 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) CN o � cn C.� O +I Ld N W z (n X f- m 0 X Ln W Q (n LLJ Z_ U Q ►o 19 BURIED POWER LINE RELOCATION (BY PSE) 20 SEE SHEET SD04 FOR PROFILE SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS o cn cn Z p W Ld p L6 z_ W 7 r-Cn > Q inm _z c~n W Q r� 00 0 N p 40 z I x ( x - N p c0 p N I I N z I N 4 00 II D O cn z w U) � O w � F w � - z 00 II D d O Z Ln = Q X Ln _ 0) Z Ch 0 > X m O_ > m C �j L(� Z c�nU o+ ter)=0 w wU LJ w LL]� o ± ��=c� Un � II m m NUz = Y Cn I- O C) m m 00 N U z = Y X U WC�- � W O Q Of 0 V) 1—0 m W W Z-H m W m Ln Q� � U �-gyp z I (n (n�UJ tZ, Lfi o � X w L1 in (nFhUJ 1 � 139.6 L.F. 8" PVC S=1.61 % 22.2 L.F. 8" PVC S=0.14% 13 L.F. 14" STEEL CASING SEWER PROFILE 20 0 20 40 SCALE: H: 1" = 20' V: 1"=10' SCALE IN FEET V RAINIER AVE S (SR 167) �A' APPROVED FOR CONSTRUCTION SCALE: VERTICAL: NAVD 1988 IMPROVEMENTS PROJECT �7 DMJM HARRIS AECOM HORIZONTAL: NAD 1983/1991 FIELDBOOK: K.ITH 1" = 20' • CITY OF PHASE 1 PAGE: 10900 NE 8TH STREET, SUITE 750 RALIN R RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: BELLEVUE, WASHINGTON 98004 DATUM CO PHONE: (425) 454-5600 FAX: (425) 454-0220 CITY OF RENTON DATE CH ULLA ATOFULLN CALF P STORM DRAINAGE &UTILITIES SD01 Public Works Dept. N SCALE NOT ONE PLAN AND PROFILE STA 10+00 TO 13+50 SHEET: OF: 1� ADDENDUM N0. 1 WRE 07�09 FED AID NO.: ARRA-0167(044) NO. REVISION BY DATE ITH z �m �m N J m z 17�� N Cr ❑0©"©m©v