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HomeMy WebLinkAboutzD-3578Set00 ti M N D. 0 jq��Ipp�i� I I I I I �� 11 11 1 • • • • SYSTEM REPLACEMENT PROJECT SWP -27 -3578 CHECKED FOR COMPLIANCE T kNDARDS Dote Date Date PROJECT STREET ADDRESS: 4196 Lincoln Ave NE, Renton, WA 2005 NE 40th St, Renton, WA RECOMMENDED FOR APPROYAI BY BY �zr �97ENE��4� m REVISION S HT NO. DWG NO. TITLE 1 C1 TITLE SHEET, LOCATION MAP, AND INDEX OF DRAWINGS 2 C2 CULVERT REHABILITION AND GRADING 3 C3 STREAM INLET MANHOLE AND PIPE LOCATION MAP NO SCALE As Noted o a� D IP M%QE WI? 4i+ BY DATE APPR 'rJA "NOLY CITY OF 08-18-11 REN TON LINCOLN AVE NE AND MONTEREY PL NE's ° STORM SYSTEM REPLACEMENT Planning /Building /Public Works Dept. TITTLE SHEET, LOCATION MAP, C 1 AND INDEX OF DRAWINGS ^ 1 '3 D-35�g01 OD N OL .L Y c t i It t t t t t \ \Q s t o \� OP ED i IRG�UM 4' ' RAP PAD ` 0.._/ 1 l � 4 1 4� W� P'37 8 IMI 1 i l 5 '4 I 36" GPP IE - 19.27 b / 1 N Wt. A_4 I �9 i 1 i A y t EX. 1$'k \CONCR SSMH RIM = 75.58 8" PVC OUT N IE _ 8" PVC INSIE =E DISCHARGE LVERT " GRP�E.1- 0 10 20 1 =10' P 20114 FdIJ - 73,62 12'C our W§E -70.13 SANDBAG COFFERDAM ee L o , 1 K 16' 54 Fj,,,,3 }G —ebb ,[30" 0 a� .. ......- __ ...................... _..;............................................. :::::: :::::::::::::::::::::::::: .........: .........:...................:. ............. .,........... ::::: SCALE :.H©R ... .. ....... .......-- ._..:...................... Z 1" 1 V........ ° ... L................. L.-.-. ........ ..... L.......... ........ .................... :................ ... _............... .............. ......... ................. .......,........ ...,., e..... ................... :::::::::::: ; ::: ' I e- .c........:;ExIMg:Gra�...,,':: ::::::::: ::::::::: bf; C9= 1YPE:•: 5! 1':::::: E::::::::: i:::::::::i:::::::::�:::::::::i ......... ... _..':':': _ ....................... . .......... .........:...... ...:... ......:. :........................ .......... ..................... ........:.... .........:........ n:: !................ V1;RT.::1:...51................ 'wotnmunlrailon : ; ; :::::::: :::::::::::::::::::::::::::::::::::::::: :::::::::...................... ....... ....... .:. .;. .I . ......... : .........:... ......:.........:.........:.... :: .........:.... ... : .........:.........:......... : ......... : .. .. :.:.I '.: -:. v.. Ptn.: QPPX a.:.:.:.:.:.:.:.: ,:.:.:.:.:..:.:.:.:.:.:.:.:.:.- �:.' :.:..:.:.:.:.:.:.:.:.:. 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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 SEWER 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 MUNK:IPAL CONSTRUCTION," 2010, AND AS AMENDED BY THE CITY OF RENTON SPECIAL PROVISION. CONSTRUCTION NOTES: iQ 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. EXPOSE, CUTOFF AND DISPOSE BROKEN PORTION OF CONCRETE PIPE AND MAKE SMOOTH, STRAIGHT EDGE, LAY NEW CPEP ALONG PROPOSED GRADE AND BUTT UP SPIGOT END TO STRAIGHT EDGE OF CONCRETE PIPE. JOIN PIPES USING HEAT SHRINK WRAP MANUFACTURED BY RAYCHEM OR APPROVED EQUAL. Q REFURBISH EX. 16" CULVERT USING ENVIRONMENTALLY SAFE RESIN – IMPREGNATED LINER CURED IN PLACE PIPING TECHNOLOGY, RESIN LINER SHALL BE INSERTED ALONG ENTIRE LENGTH OF CULVERT ® PLACE 18" THICK RIP RAP PAD O 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 (NITS) 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 T 4. •' •' • —u EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) ' a. : 4 DEPTH AS APPROVED BY ENGINEER a ^ BACKFILL WITH FOUNDATION MATERIAL MEETING 4 a.. WSDOT SECTION 9 -13.6 QUARRY SPALLS 1. NOTES UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 95X 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- 357801 100% DESIGN CITY OF � WD (!DA RENTON as .TUM amaaa: ,iie,. �c � Planning /Building /Public Works Dept. u ro* o� xw N0. REVISION BY DATE APPR I smxuwox 08/18/11 LINCOLN AVE NE AND MONTEREY PL NE STORM SYSTEM REPLACEMENT CULVERT REPAIR co P_ M r. N CL W CHECKED FOR COMPLIANCE TO CITY STANDARDS � � Date zs n V Date Date RECOMMENDED FOR APPROVAL 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.. 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: Q INSTALL OPEN CURB FACE FRAME AND GRATE, SEE STANDARD DETAIL PLAN 203.00 O INSTALL DEBRIS BARRIER ON BEVELED PIPE END SECTION, SEE STANDARD PLAN 223.10 PLACE 18" THICK LOOSE QUARRY SPALLS TYPICAL TRENCH BEDDING AND BACKFILL (NTs) TRENCH EXCAVATI13N PAY LIMIT 7' -0' MAXIMUM ° n 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 9-03.12q3) GRAVEL BACKFILL FOR PIPE ZO E 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. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 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. -- As Noted = M)I =ift, AM CITY OF aswrn: RENTON na¢nx GMD a_re _u�cx _�_ DATUM y3 Jrr '"fYA°Di A *_ s'++E I Planning /Building /Public Works Dept. s wn a¢ Nw NO. REVISION BY DATE APPR rm,am: `"• `" °°" D.357803i00% DESIGN LINCOLN AVE NE AND MONTEREY PL NE STORM SYSTEM REPLACEMENT STREAM INLET STRUCTURE AND PIPE �t 08/18/11 ti M n N CL A ;N i x s jq�gr-� 111�� I m SYSTEM REPLACEMENT PROJECT SWP -27 -3578 q✓" f �y tv 1 w N (} 4 81 d.. x 4 � �hJ 2 {✓ ;} / t9i tl S F iv e d !� � } .r 14 ^t.� f §S V CHECKED FOR COMPLIANCE TO CITY STANDARDS Date 1 1311, Date Date PROJECT STREET ADDRESS: 4196 Lincoln Ave NE, Renton, WA 2005 NE 40th St, Renton, WA RECOMMENDED FOR APP OVAL BY BY SHT NO. DWG NO TITLE 1 C1 TITLE SHEET, LOCATION MAP, AND INDEX OF DRAWINGS 2 C2 CULVERT REHABILITION AND GRADING 3 C3 STREAM INLET MANHOLE AND PIPE LOCATION MAP NO SCALE wanes: ruw ° As Noted 'AH1°� "4e 1810 1B °' —78 -11 L CITY OF LINCOLN AVE NE AND MONTEREY PL NE ru RENTON STORM SYSTEM REPLACEMENT P IN °GMD ' /dl ruu.r.�uc Planning/Building/Public Works Dept, TITLE SHEET, LOCATION MAP, C 1 �«maff� NO. REVISION BY DATE APPR wCOP�" ` AND INDEX OF DRAWINGS "' 7 3 D-3S7g0 YS ;i F PROJECT STREET ADDRESS: 4196 Lincoln Ave NE, Renton, WA 2005 NE 40th St, Renton, WA RECOMMENDED FOR APP OVAL BY BY SHT NO. DWG NO TITLE 1 C1 TITLE SHEET, LOCATION MAP, AND INDEX OF DRAWINGS 2 C2 CULVERT REHABILITION AND GRADING 3 C3 STREAM INLET MANHOLE AND PIPE LOCATION MAP NO SCALE wanes: ruw ° As Noted 'AH1°� "4e 1810 1B °' —78 -11 L CITY OF LINCOLN AVE NE AND MONTEREY PL NE ru RENTON STORM SYSTEM REPLACEMENT P IN °GMD ' /dl ruu.r.�uc Planning/Building/Public Works Dept, TITLE SHEET, LOCATION MAP, C 1 �«maff� NO. REVISION BY DATE APPR wCOP�" ` AND INDEX OF DRAWINGS "' 7 3 D-3S7g0 s 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. PVC: ... :.........:.........:..... .. . - ::i2:::...:.:E:: ....... .. :: ......,....._.._:.:- ... - . . . .--- ---... ....:: S dnitary:SeWet::::: ::::::: ... .:. .._: ....... ....... ......' :: ....... . . .:.. . ....... .... :..... 4.. ... ..... .. ....... .................,.................. /.........:.. ........:.......- .............. ..... ... :....1 :..... .. ..:..... ....:... ... ...:.. ... .... .. /: .... ..:...... ........... .. ...�!.... :�,,. .!: ... .1. ........................ LJ: : .:..... -. .. ..........: _. .. n taea , t1d0 ::.. – _ . _ _.... �:.._..: ....... ..... :...... .............. _ of: embup8menf:::::::: - ..................... _ .........,,.f_ _ ... .�:.................::....... ...... .._.... ....... ....... ...... „ . : : : . "':'. . . !' _ cG .:.i .:..: ".. V .:�....— .......... ....... .. .... : : n NC �� ....... .... . . . . . .. ..... ...... . ... . . . . . . . _ .......:..... '.'' _.:::::.:.:.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 CD r M N CL µN S l SSMH RIM = 11511 8" PVC OUT N IF = 104.41 8" PVC IN E IE = 105.11 8" PVC IN S IE = 104.61 / / / A NEW CB -2 5M" REMOVE IX. METAL VAULT RIM EL.= i13:40 115.05 NEW 30" S IE-- 44&49110.36 ROPOSED / I C RING LIMIT OVERSIZED CB RIM = 113.8 30" CPP OUT N IE = 110.4 r^ t Q PE 2X36" DRAINAGE EASEMENT T.L. # 3345700163 8" ORDINARY HIGH SAND BAG COFFFFERDAM CENTER OF STREAM C I \ 120 SSMH RIM = 116.37 8" PVC OUT N IE = 105.37 8" PVC IN S IE = 105.57 FOG \STRIPE 07 to 20 1 T \ 0 f 8 °- i h��ti 'a s� CHECKED FOR COMPLIANCE TO CITY TANDARDS Date 1 312 Date Date RECOMMENDED FOR APP OVALGGqq BY /J ` 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.. 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: iG INSTALL OPEN CURB FACE FRAME AND GRATE. SEE STANDARD DETAIL PLAN 203.00 �2 INSTALL DEBRIS BARRIER ON BEVELED PIPE END SECTION. SEE STANDARD PLAN 223.10 O3 PLACE 18' THICK LOOSE QUARRY SPALLS TYPICAL TRENCH BEDDING AND BACKFILL (NTS) TRENCH EXCAVATION PAY LIMIT T -0' MAXIMUM SEE DETAIL FOR PAVEMENT PATCH BACKFILL MATERIAL WSDOT SECTION 9 -03.19 BANK RUN GRAVEL, OR NATIVE MATERIAL IF IT MEETS SPECS. Q a a 4 Q PIPE ZONE MATERIAL —t—. WSDOT 2006 SECTION 9- 03.12(3) 12" MtN. ' GRAVEL BACKFILL FOR PIPE ZONE BEDDING NEW UTILITY PIPE 6 "MW a EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) a - DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDATION MATERIAL MEETING <. WSDOT SECTION 9 -13.6 QUARRY SPALLS NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 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. p UP WNWMG. As Noted xax¢owcu: xm � 188 90WP CITY OF CIFANE ML RENTON GMD a,e ww DATUM I� CP%1°g wr ru+seuE Planning /Building /Public Works Dept. xor oxc u<x N0. REVISION BY DATE APPR "00L"01XL'' '. I LINCOLN AVE NE AND MONTEREY PL NE STORM SYSTEM REPLACEMENT STREAM INLET STRUCTURE AND PIPE 08/18/11 �imeook 03