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Home My WebLink AboutD-357805s w'. r� 00 P_ M N d- 1} oy} } } 1 \ P' 12° PVC } \ Q IE = 61,39 \ } o \\ I \ \\ \ OR ED f\UMI \ °'^I4' RAP PAD o �\ DRAINAGE EASEM \ SSMH \ RIM = 75.58 \ 8" PVC OUT N IE = 67.\23 8" PVC IN S IE = 67.43 \\ 00 \\ 1 DISCHARGE PIPE /HOSE y \ DISCHARGO PUMP \ PR�POSfD GRAD }}I 4d r of i S'T �\ i 7I` — �< \NL \ J I } J IE 36 �1.27 b ! t } 1 NEW CB -TY RIM EL = f NEW 24" W EX. 18" E 7 48" \O \ \r GRNVO- SANDBAG COFFERDAM ®0 ems 1 cv C-t � I � 30' 2� 0 1 s� t0 54 O Q. :.........:. ... ....... ....... ....... ....... ....... :....................... _ .... - Existn : Grade.. 9 .:- ......: EX.'CB-TYPE :........ '2 54 ":....::... ..... :.........:.. .......:...... _ ...... :.........:.........:.... ...:.........:.........:. ...... ........:. NEW- GB -TYPE 2 48 W BIRDCAGE. (...............:::: _ .. commuotation:::::::::: .......: :::::::::'::::::::::::::::::::: ....... :..... .:::: ::::::: AROUND INLET AND PUMP TO SANITARY SEWER OR :....... ..:. .. ......:..... _ _ :.........:.........:.RIM EL., ":W'.IE.5 .68.96- ..- ...:..- ......:...._.Co - nuit -- "" -,-` ..._ .... ......... _ .. ....: :: :.::....: :.......:':....... ..... . ... ... ...... . ..:......... ............ .........:..........:. .. _._,........................_ NEW:24: ._.. "EX'.:TB ".' .1:::::. _ " 3...GAS.... €:I€ =89.55'.... '... .. : _ : - :::. ':.. - Oepfh .appx.... :': ": ":::':'.'? :: °'.': ':':':.:.:.:.:.:._.....:.:... ,.:...:.:.,._.,.;..._.:.:.,.;.. .,.,.,.;...:.:.:.,.;... ;.. ...:':' ':..'.-,.,.:. ':'.....:'....:.:' ...:.:...:.:.:':.: ?':- :':.: °':.:.._.;':'75': -: ":' . ........ . ....75 .. , .... - - - .. , .........:...:..::': DATE . ... Dep .appx ""�"0`O�P°x' 5 - :. 3v: I : X S. 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'.'' _.:::::.:.:.tE= .... 6Q.29.:.:.:.:.:. .....................:........-...................................._..........:....... _....... _:....._. ._.........:...._....._........ ....... ....... _....... .. _ _... ....... ... ....... .. 60 _.:....__ :.._.....:...._0.:. ..- _.. :.. SCALE : : : : VERt: . . :5: RIIOO�J.STp !lC". pF WASHq. `9.G PROFILE ALONG EXISTING CULVERT CHECKED FOR COMPLIANCE TO CITY STANDARDS Date 1 LS Date Date RECOMMENDED FOR AP VAL By BY CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES. A. THIS PLAN DEVELOPED FROM BASE SURVEY FROM OTAK, INC.. UTILITIES NOT POTHOLED. DEPTHS ARE ASSUMED APPROXIMATE. REF: KING COUNTY WATER DISTRICT NO. 107 WHITEHAWK OFF -SITE SEINER EXTENSION AS BUILT. B. IN ACCORDANCE WITH APPROVED PERMITS, CONSTRUCTION WITHIN THE ORDINARY HIGH WATER (OHW) MARK WILL BE LIMITED TO BETWEEN MAY 15, 2011- AND OCT 15, 2011. C. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. D. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS AND SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 2010, AND AS AMENDED BY THE CITY OF RENTON SPECIAL PROVISION. CONSTRUCTION NOTES: tO INSTALL EROSION CONTROL BLANKET IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS. BLANKET SHALL MEET THE REQUIREMENTS OF DIVISION 9- 14.5(2) OF THE WSDOT 2010 STANDARDS AND SPECIFICATION. TYPICAL TRENCH BEDDING AND BACKFILL (NTs) TRENCH EXCAVATION PAY LIMIT 7' -0' MAXIMUM SEE DETAIL FOR PAVEMENT PATCH BACKFILL MATERIAL WSDOT SECTION 9 -03.19 BANK RUN GRAVEL OR NATIVE MATERIAL IF IT MEETS SPECS. PIPE ZONE MATERIAL WSDOT 2006 SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING NEW UTILITY PIPE EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDATION MATERIAL MEETING WSDOT SECTION 9 -13.6 QUARRY SPALLS NOTES REFURBISH EX. 18" CULVERT USING ENVIRONMENTALLY SAFE RESIN - IMPREGNATED LINER BARREL. CURED IN PLACE PIPING TECHNOLOGY. RESIN LINER SHALL BE INSERTED ALONG ENTIRE scve As Noted LENGTH OF CULVERT 3. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM ® PLACE 18" THICK RIP RAP PAD WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH 5(� CONTRACTOR TO PLACE COFFERDAM AROUND INLET AND PUMP TO SANITARY SEWER OR OTHER APPROVED DISCHARGE POINT IF FLOW IS PRESENT IN DITCH TYPICAL TRENCH BEDDING AND BACKFILL (NTs) TRENCH EXCAVATION PAY LIMIT 7' -0' MAXIMUM SEE DETAIL FOR PAVEMENT PATCH BACKFILL MATERIAL WSDOT SECTION 9 -03.19 BANK RUN GRAVEL OR NATIVE MATERIAL IF IT MEETS SPECS. PIPE ZONE MATERIAL WSDOT 2006 SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING NEW UTILITY PIPE EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDATION MATERIAL MEETING WSDOT SECTION 9 -13.6 QUARRY SPALLS NOTES 1 I ADDED AS -BUILT INFO, ADDED NEW TYPE 2 GB 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. scve As Noted m, wm m DATUA 3. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE FLOW LINE IS MAINTAINED. D=357805 AS -BUILT 08/18/11 LINCOLN AVE NE AND MONTEREY PL NE ' STORM, SYSTEM REPLACEMENT � 0 02 CULVERT REPAIR 2 'P'3 D]-357g®5 1 I ADDED AS -BUILT INFO, ADDED NEW TYPE 2 GB GMD 11/23/11 mmsm scve As Noted m, wm m DATUA i y,>1„ CITY OF RENTON planning /Building /Publio Works Depi. REMOVED OLD INFO, OLD CONSM. NOTES, CLEANED UP DRAWING., F�jG:MD N0. REI/tSION BY DATE APPR ""�"0`O�P°x' D=357805 AS -BUILT 08/18/11 LINCOLN AVE NE AND MONTEREY PL NE ' STORM, SYSTEM REPLACEMENT � 0 02 CULVERT REPAIR 2 'P'3 D]-357g®5