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HomeMy WebLinkAboutD-382415W N 0 m I NEW WATER LINE SEE DWG W -11 - ATE CV- — t RE AC 2�, iW G(1 —W—W—W—W--;;�W— 7+00 7+50 NEW SEWER LINE I 11 �� SEE DWG S-9 J PARCEL: 329470-0371 3a PARCEL: 329470-0360 H IYPE f IM 167 72 II 766 _-(F CON, r)F' Bur 72 TC 329470-0321 NEW SEWER LINE SEE DWG S-9— L>F �( I HIGH AVE S — svo F DF— W w— w —W—W—W—�— _,.�. g 8+00 8+50 ..x W— W— w— yy_9+00 J SEMI] Rim 1 ash, 11 ; 5.7 '(5'COIVC W) E-065 16(f3COINC E) qi 445(12"CONC N) 7-'CONO BfIIED S) Fol ;64.01 NEW 12 SO 4 RE x 01 CB TYPE 1 W-368- J3 II -36.44(6"CONC E) If 365.3l(6'CONC W) 6c;2 ., _. _. PARCEL PLAN �1 STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' X��MM PAA`E RCEL: 329470-0350 KEY PLAN ,, 10 I 11E, .....1111` FMH RIM 368.65 LE �6555(4"AFC NE) „ IE-IF5..16(12"CONC S) - F401 364,56 KEY PLAN GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. PLACEMENT OF SDMH21, SDMH22, AND ALL OTHER TYPE 2 CATCH BASINS ALONG GUTTER, SHALL BE PER DETAIL 6 ON DWG SW15. 5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O1 SEE STORM WATER NOTE 4 ON DWG G2. (2)PROTECT AND SUPPORT EXISTING GAS CROSSING. (3)ABANDON EXISTING MANHOLE. ®SENTRY BOX W/ POSSIBLE UNDERGROUND LINE WHICH IS NOT SHOWN IN BASE MAP. CONTRACTOR TO LOCATE CABLES SERVING SENTRY BOX AND EXERCISE CAUTION WHEN WORKING IN BOX VICINITY. O5 REPLACE EXISTING WOOD CURB ALONG HIGH AVE FROM APPROX STA 6+60 TO STA 9+50 WITH NEW CONCRETE CURB AND CUTTER PER CITY OF RENTON STD PLAN 103. (6)NEW STORM TO CROSS BELOW EXISTING SIDE SEWER. PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. O7 REMOVE AND REPLACE CATCH BASIN. REMOVE APPROX 34 LF STORM PIPE TO EAST. ®REMOVE EXISTING CATCH BASIN. PLUG AND ABANDON EXISTING PIPES. (9)REMOVE AND REPLACE CATCH BASIN. iQ PLUG PIPE AND ABANDON. 11 REPLACE EXISTING DRIVEWAY ENTRANCE WITH NEW TYPE R113 IN ACCORDANCE WITH RENTON STD PLAN 104.3. 12 PROVIDE TEMPORARY SUPPORT FOR POWER POLE. 013 POTHOLE EXISTING SEWER SERVICE TO CONFIRM NOT IN CONFLICT WITH NEW SDMH21. IF CONFLICT EXISTS, COORDINATE WITH CITY TO ADJUST MANHOLE LOCATION OR RELOCATE SEWER. 014 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. INSTALL ETHAFOAM PAD FOR SEPARATION FROM NEW STORM. 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet PROFILE RECOMMENDED FOR APPROVAL BY JOSEPH FARAH HIGH AVE S STA 6+18.79 TO END SURFACE WATER UTILITYENGINEER HORZ SCALE: 1"=20' VERT SCALE: 1"=5' � W S. G7s wnSNr �� AS NOTED ERZ°”' 9e'"ss' CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 EE • oTE STORM SYSTEM IMPROVEMENTS PAGE°°°" �� 4 Louis Berger �w JTE °NE IN CN oAT M RENTON c��A� ;,ssw0 w BID SET MSG 05/05/2017 MSG CHEF °�W�SW9 'NAL Wl� �•. 520 Pike St, Ste 1005, Seattle, WA 98101 206.453.1043 N0. REVISION BY DATE APPR aPPRkE°Mew sCALEAECEIIINEI Planning/13w1ding/Public Works Dept. 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T ..._._ 1111.. .. ........1...._...... 340 7+00 8+00 9+00 GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. PLACEMENT OF SDMH21, SDMH22, AND ALL OTHER TYPE 2 CATCH BASINS ALONG GUTTER, SHALL BE PER DETAIL 6 ON DWG SW15. 5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O1 SEE STORM WATER NOTE 4 ON DWG G2. (2)PROTECT AND SUPPORT EXISTING GAS CROSSING. (3)ABANDON EXISTING MANHOLE. ®SENTRY BOX W/ POSSIBLE UNDERGROUND LINE WHICH IS NOT SHOWN IN BASE MAP. CONTRACTOR TO LOCATE CABLES SERVING SENTRY BOX AND EXERCISE CAUTION WHEN WORKING IN BOX VICINITY. O5 REPLACE EXISTING WOOD CURB ALONG HIGH AVE FROM APPROX STA 6+60 TO STA 9+50 WITH NEW CONCRETE CURB AND CUTTER PER CITY OF RENTON STD PLAN 103. (6)NEW STORM TO CROSS BELOW EXISTING SIDE SEWER. PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. O7 REMOVE AND REPLACE CATCH BASIN. REMOVE APPROX 34 LF STORM PIPE TO EAST. ®REMOVE EXISTING CATCH BASIN. PLUG AND ABANDON EXISTING PIPES. (9)REMOVE AND REPLACE CATCH BASIN. iQ PLUG PIPE AND ABANDON. 11 REPLACE EXISTING DRIVEWAY ENTRANCE WITH NEW TYPE R113 IN ACCORDANCE WITH RENTON STD PLAN 104.3. 12 PROVIDE TEMPORARY SUPPORT FOR POWER POLE. 013 POTHOLE EXISTING SEWER SERVICE TO CONFIRM NOT IN CONFLICT WITH NEW SDMH21. IF CONFLICT EXISTS, COORDINATE WITH CITY TO ADJUST MANHOLE LOCATION OR RELOCATE SEWER. 014 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. INSTALL ETHAFOAM PAD FOR SEPARATION FROM NEW STORM. 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet PROFILE RECOMMENDED FOR APPROVAL BY JOSEPH FARAH HIGH AVE S STA 6+18.79 TO END SURFACE WATER UTILITYENGINEER HORZ SCALE: 1"=20' VERT SCALE: 1"=5' � W S. G7s wnSNr �� AS NOTED ERZ°”' 9e'"ss' CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 EE • oTE STORM SYSTEM IMPROVEMENTS PAGE°°°" �� 4 Louis Berger �w JTE °NE IN CN oAT M RENTON c��A� ;,ssw0 w BID SET MSG 05/05/2017 MSG CHEF °�W�SW9 'NAL Wl� �•. 520 Pike St, Ste 1005, Seattle, WA 98101 206.453.1043 N0. REVISION BY DATE APPR aPPRkE°Mew sCALEAECEIIINEI Planning/13w1ding/Public Works Dept. PLAN AND PROFILE, HIGH AVE S, SHEET 3 OF 3 STEEN OF 7i /05/17 °°`MSG 42 89 S W P 3 8 2 4