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HomeMy WebLinkAboutSWP2703426.37SECT.18 T.23N. R.5E. W.M. PROPOSED ` PAVEMENT LIMITS, CB #3A tEE SHEET RP02 0 Q PCB #3 10 3 ce2i 8s CD ( RIM=25.65 4 5 ? 3_26 0 2 AN 39. W 38 LLJ :- - A p p 48 CPEP SY „ STA 14+83, 2711'L AN r12 CPEP SD CB #3B, TYPE 1 (SOLID LID) 14 L.F. RIM: 26.0 12" CPEP SD 16.5t IE=22.92 12" CPEP(E) 8 RIM=26.04 �' S=21.06% NW=17.4+ IE-E=16.36 SM H #3 TR. CHAN. ' 7 16 O8 __ RIM 26.0` 7 MH2' �9 CTR F RIM 4H 218' =17 8. O.0 56 HIM--25.62 21Rc 39 CB #4 20 11 t-N=20.0 9 W=lac ? 35 CB #4 36 `-E=2Q 4 36 0 I - SS 8 In 14+00 8 2 + GI G IG CB #5 - 3 Q U) 44 7 4 _ 3 20 CB #5 LLJ 46 MH2183 RIM=26.01 Z IE-NW=19.17 MH2184 RIM=26.04 IE-N_ r,' z Z IE-NE=20.88 IE-S=19.68 IE-F IF -•4 U � Q 36 STA 14+66, 29.4'R CB2185 CB #513, TYPE 1 RIM: 24.8 RIM=24.96 IE=23.66 IE=21.56 12" CPEP(NW) 15 L.F. 12" CPEP SD S=1.11 % V I ! M> 8 0 � 28 U) 10 CB #6A 4 � 4 5 4 20 CB #6 5 5 34 C4-- =2s.5 - 24.27 E 0 � '9 12!16-tOO 9 12" CPE SD 2. 00 G G G G G -T 8" PVC SS 25 27 BT W SHATTUCK D 36 44 C B2163 FR 2164 87 M=25.06?_?? 96 STA 14+99, 29.8'R 36 EM; CB #5C, TYPE 1 O .76 RIM: 24.8 IE=21.56 12" CPEP(SW) 23 L.F. 12" CPEP SD S=0.73% PLAN c12" CPE SD 7 w�LL 2 2� 17+00 - G G G W -- - vv -- V �-- 71BT -_-. - -- BT -- ---- . CONIC. SIDEWALK IMAILBOX THIS LINE IS CALLED OUT AS "PROPOSED TELE. DUCT" ON 1987 SHATTUCK AVE. SOUTH INTERCEPTOR SEWER PLANS. 3� 7 O 0 MF (l� Rlt C7 0 0 G 0 MOVA m 11AILGAACT&A- I A, U01 � W z_ _J Q 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 OCONNECT EXISTING STORM LINE TO NEW CATCH BASIN, VERIFY EXISTING PIPE DEPTH PRIOR TO CONSTRUCTION O8 ABANDON AND FILL EXISTING STORM DRAIN PIPE O9 PROTECT GAS LINE (COORDINATE WITH PSE) 10 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 27 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. 36 REMOVE EXISTING CATCH BASIN* O37 REMOVE EXISTING STORM DRAIN PIPE* O38 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". o� c �D �m vJ � D W 00 �m �z I WE 0 ROSEWATER PROFILE 20 0 20 40 a, CLIENTS PEOPLE PERFORMANCE SCALE: H: 1 " = 20' D=342633 �mmmmi q q ml �i V: 1"=10' SCALE IN FEET SURVEYED: RAINIER AVE S (SR 167)DATE: R SA� APPRovED FOR coNSTRucTION SCALE „ _ VERTICAL: NAVD 1988 IMPROVEMENTS PROJECT DESIGNED: 1 _ 20 HORIZONTAL: NAD 1983/1991 FIELDBOOK: DMJM HARRIS AECOM .Q� ""Asti-y'� K. SMITH R "' CITY OF PHASE 1 PAGE: 10900 NE 8TH STREET, SUITE 750 ' / DRAWN Agf�� RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: R. EDRALIN DATUM BELLEVUE, WASHINGTON 98004� G a 33808 CHECKED; ONE INCH Public Works Dept. STORM DRAINAGE & UTILITIES SD02 PHONE: (425) 454-5600 FAX: (425) 454-0220 �� ��� CITY OF RENTON DATE M. DE LILLA AT FULL SCALE SCALE °AC ORO INCH PLAN AND PROFILE STA 13+50 TO 17+50 SHEET: ALE� 10 ADDENDUM N0. 1 WRE 07/09 KRS APPROVED: FED AID NO.: ARRA-0167(044) 33 OF48 7 11I7.001 N0. REVISION BY DATE APPR K. SMITH fim©umm©n