Loading...
HomeMy WebLinkAboutLarge Format - 2 of 3-~ ~ t Cl ;; "' 8 ~ 0 ~ :;: ;;- ~ ;;, I F ol t ~ g ~ l ,$ ~ 1 Ill "' t !S 1 f ' ] ., ' ~ " ... "' "' I "' s 5 i :e: CITY OF RENTON LAKE WASHINGTON BLVD. HAWKS LANDING STORM AND WATER SYSTEM IMPROVEMENT PROJECT PROJECT SWP-27m3531 JEFFERSON LE\,/IS >/AHKIAKUM -,~\,fLJTZ CONSULTING ENGINEERS 701 D£XTER AVENUE NIIRTH SUITE 200 SEATTLE, \JAS!i!NGT!IN 91310, Ci!06) 284-08&0 w'HATCDM OKANOGAN SKAGIT SNOHOMISH YAKIMA FERRY ADAMS STEVEN I \,fHITMAN I SKAMANIA / KLICKITAT ,......!./-- ,--"'-, _.,,, VICINITY MAP NOT TO SCALE ASOTIN \ PRELIMINARY NOT FOR CONSTRUCTION PROJECT PLAN SCALE: 1 "=200' ------------------+----lr---+---1-B.P.B. -C.J.K, t----+----------------+----lf---+---t -S.A.C. NO. REVISION BY DATE APPR t-.=..,=m a,,,.-----; B.P.B. INDEX j l ·~· •, •. !.·.· '(\ i . ' '. I Jl l A 1 i CHECKED FDR COMPLIANCE VITH CITY STANDARDS .i ' DESCRIPTION SHEET NQ. By•----------------Do. te•-------- By•----------------Do.te•-------- 1 2 3-5 6 7 I COVER VICINl1Y &: LOCATION MAPS AND INDEX .. J By1________________ Do. te, _______ _ BY'----------------Do. te•-------- RECOMMENDED EDR APPROVAL SYMBOL LEGEND, ABBREVIATIONS, AND SURVEY CONTROL TABLE \ STORM DRAINAGE IMPROVEMENT PLAN &: PROFILE By•----------------Do. te•-------- By•----------------Do. te•--------UTILl1Y DETAILS 11 WATER LINE RESTRAINT DETAIL CITY OF RENTON \ i \ • l \ 1 Planning/Building/Public Works Dept. By•----------------Do. te, _______ _ By•----------------Do.te•-------- PROPERTY LINE DISCLAIMER The property lines shown hereon a.re loo.sed on o.vo.lla.ble lnforMo.tlon 1 not on o. surveyed locQ tlon Qnd Qre only approxl~Qt&, City of R PJann· ,enton mg o· . JVJsion JUN 2 4 2010 fRi IE rt; IE U W1 IE ff)) D-353101 LAKE WASHINGTON BLVD HAWKS LANDING STORM WATER IMPROVEMENTS -2/26/10 --_ ... COVER -1 ""7 / ,------------------..... --------------·---- ' ----------- ABBREVIATIONS AVENUE ASBESTOS CEMENT PIPE ADJUST ALTERNATE ALUMINUM AMERICAN NATIONAL STANDARDS INSTITUTE ASPHALT ABBREVIATIONS RED REINF REQD ~(W s REDUCER REINFORCE REQUIRED RIGHT-OF-WAY SLOPE SOUTH SCHEDULE SYMBOL LEGEND EXISTING PROPOSED DESCRIPTION 0 0 MANHOLE OR DRYWELL (AS NOTED) CLEANOUT AVE AC ADJ ALT ALUM ANSI ASPH ASTM ASSY BF BLDG BLK BO CTR CAP CB AMERICAN SOCIElY OF TESTING AND MATERIALS ASSEMBLY SCH SF SFM SHT SPECS SQ ssco SSMH SSNT SSRC STA STD TB SQUARE FEET FOUND MONUMENT SHEET SPECIFICATIONS SQUARE 0 1111 @ TYPE 1 CATCH BASIN OR CURB INLET TYPE 2 CATCH BASIN Cl ~R CMP co CONC C CONN CONTR CONT CPEP CPLG CY CONT CL CF CFS DC DI DIA DOT DIM DWGS D EOA E EA EL EL ELEC EXIST F FIG FIN FL FT FO FOC GA GALV GI GV HOPE ID IE INV IN L LB LF MAX MFR MH MIN MJ MISC N NO NTS oc OD Pl pp PVI PE PERF PVC PVMT PVT PC btf R RET RR BLIND FLANGE BUILDING BLOCK BLOW OFF CENTER CORRUGATED ALUMINUM PIPE CATCH BASIN CAST IRON CENTER LINE CLEARANCE CORRUGATED METAL PIPE CLEANOUT CONCRETE CONDUIT CONNECTION CONTRACTOR CONTINUOUS CORRUGATED POLYETHYLENE PIPE COUPLING CUBIC YARD CONTINUED CLASS CUBIC FEET CUBIC FEET PER SECOND Boi~1lt ?to~URVATURE DIAMETER DEPARTMENT OF TRANSPORTATION DIMENSIO_II!) DRAWINGtS DRAIN EDGE OF ASPHALT EAST EACH ELEVATION ELBOW ELECTRICAL EXISTING FORCE MAIN FIGURE FINISHED FLANGE FEET FIBER OPTIC FACE OF CURB GAUGE GALVANIZED GALVANIZED IRON GATE VALVE HIGH DENSITY POLYETHYLENE PIPE INSIDE DIAMETER INVERT ELEVATION INVERT INCH LENGTH POUND LINEAR FEET MAXIMUM MANUFACTURER MANHOLE MINIMUM MECHANICAL JOINT MISCELLANEOUS NORTH NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER POINT OF INTERSECTION POWER POLE POINT OF VERTICAL INTERSECTION PLAIN END PERFORATED POLYVINYL CHLORIDE PAVEMENT POINT OF VERTICAL TANGENT POINT OF CURVATURE POINT OF TANGENCY QUANTITY RADIUS RETAINING RAILROAD G-r.a.y & Oaiborn.e, Loo. CONSUL TING ENGINEERS 701 DEXTER AVENJE IIIRlH SUllE 200 SEATTLE, 'J~ 98109 <!06) 2&4-0860 TC TEL THRD THRU TYP VERT ~I W/0 WTR SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE SET NAIL/TAG SET REBAR/CAP STATION STANDARD THRUST BLOCK TOP OF CURB TELEPHONE THREADED THROUGH TYPICAL VERTICAL WEST WITH WITHOUT WATER SYMBOL LEGEND EXISTING PROPOSED -m '\\\--«t '\\',.- .J..11 .lll-.Ul .IIL- 21 I [TT] --. --- ------- ' ---10 ----- --TV-- ---FO:-- ---P--· --T--- W ---G--- ---1 __,- s SD --------- --· F-- ... "-..,--· ........ >--D--< ) I I I I I l --w-- --D-- DESCRIPTION CURB & GUTTER ASPHALT PAVEMENT GRAVEL SURFACING CONCRETE SURFACING CONCRETE SIDEWALK RIGHT-OF-WAY LINE CENTERLINE OF ROADWAY PROPERTY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE CONTOUR LINE BURIED CABLE TV BURIED FIBER OPTIC BURIED POWER BURIED TELEPHONE WATER MAIN (SIZE AS NOTED) GAS MAIN IRRIGATION LINE SANITARY SEWER STORM DRAIN SANITARY SEWER FORCE MAIN DITCH CULVERT (SIZE & TYPE AS NOTED) FENCE (TYPE AS NOTED) FENCE (WITH GATE) TELEPHONE VAULT POWER VAULT TELEPHONE MANHOLE -0- ] ? ® D ..11 -·.:.-... ' ' ~ED ~ED 0 O:.::C:0:::::C:0:: ® @ ~H-1 I J T Jf POLE WITH GUY WIRE POWER/ TELEPHONE/ GUY POLE LUMINAIRE YARD LIGHT JUNCTION BOX (AS NOTED) GATE VALVE BUTTERFLY VALVE WATER METER FIRE HYDRANT REDUCER THRUST BLOCK TRANSITION COUPLING OR FLANGE COUPLING ADAPTER CAP/PLUG BLOW-OFF AIR RELEASE VALVE MAIL BOX (NOTED) SIGN EMBANKMENT TREE (CONIFER) TREE (DECIDUOUS) SHRUBS BUILDINGS ROCK WALL ELEVATION POINT MONUMENT ANGLE POINT / CONTROL POINT BENCH MARK ----DETAIL NUMBER ~ REFERENCE SHEET GEOTECHNICAL BOREHOLE. PRELIMINARY NOT FOR CONSTRUCTION 1----1---------------+---t---+---i -B.P.e. -C,J,K. -1----1---------------1----1----t----i S.A.C. NO. REVISION BY DATE APPR ..... -..,..-,...------1 B.P.B. I ONE lklOH I l!ll'W.IIW! if NOT CiN! mt eoAUI~ DATUM SURVEY CONTROL POINTS POINT NORTHING EASTING Elev. DESCRIPTION 100 101 102 103 104 105 195845.39 1302202.31 196057.91 1302336.26 195784.74 1302198.44 195928.90 1302284.73 196275.27 1302513.82 42 93 5/8" REBAR/RED CAP "G&O CONTROL", IN GRAVEL NW ' SIDE LW BLVD, 7'NW OFEP, 14.5'NW OFWTRVALVE 39 99 LG MAG NAIL/TAG 'G&O CONTROL'', IN BK/CURB NW . COR S/WALKINTXLW BLVD/N.41ST ST@PT CASED 21/2" BRASSYW/ ")(" & "1997 RLS 23613", N. BND 43·99 LANE LW BLVD, 78' SW ENTR TO EASTSHORES APT. 41 70 CASED 21/2" BRASSYW/ PUNCH & "1997 RLS 23613",90' ' NNW OF CL ENTR TO EASTPORT SHORES APT. 35 93 BENCHMARK, 3" DOMED BRASSY, NO MARK, CLE. . S/WALKOFBRIDGE, 8' N. OF S. EDGES/WALK 196728.81 1302742.39 34.38 LG MAG NAIL/TAG 'G&O CONTROL" ,INTX OF LW BLVD/ N.43RD ST IN 1/4AOFBK/CURBOFS'LY CURB RETURN 3" DOMED BRASSY W/ PUNCH & CROSS "T24N, R5E" & 106 196763.55 1302831.60 33.04 "PLS 247801995", SE SHOULDER LW BLVD,3' NW OF CURB,JUST N.OFINTXW/ N 43RD LG MAG NAIL/TAG"G&OCONTROL'', IN ASPHALT 5' N. 107 196903.74 1303011.81 42.83 OF CURB IN SSW COR INTXLW BLVD/RIPLEY LN N, +/· 15' SE FROM END OF FOGLINE CASED 1 3/4" BRASSYW/ PUNCH, W.SIDE RIPLEY LN, 108 197011.82 1302948.40 45.08 N.2'W.OF ROLLEDCURB,NEXT TO E'LYTURN ARROW SIGN,+/-50' W/OFLW BLVD 109 196744.49 1303748.13 37.36 CASED BRASS PIN IN CONG. POST HORIZONTAL DATUM: NAD83[91] VERTICAL DATUM: NAVD88 GRADING QUANITIES CUT: 2,380 cy fill: 2,450 cy GENERAL CONSTRUCTION NOTES 1. ALL TYPE 2 :cATCH BASINS AND ACCESS RISERS SHALL HAVE FLAT TOPS ''l-. ' \_ ', 2. LENGTHS OF"flPE AND INVERT ELEVATIONS ARE SHOWN AT CENTERLINE OF STRUCTURE. PA.YMENT FOR THE BOX CULVERT WILL BE BASED ON ACTUAL CULVERT INSTALLED . FROM FACE OF INSIDE WALL TO FACE OF INSIDE WALL OF EACH STRUCTU~E: '· 3. CONSTRUCTION WORK HOURS SHALL BE FROM 7:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS. -· . , 4. THE .CONTRACTOR SHALL IDENTIFY IN ADVANCE, WATER SERVICE LINES THAT MAY BE DAMAGED D4RING INSTALLATION OF STORM PIPE. IF WATER SERVICE LINES REQUIRE REMOVAL TO FACILITATE STORM PIPE INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH CITY MAINTENANCE CREW. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: - A. CONTRACTOR SHALL EXPOSE WATER SERVICE LINE. B. CITY MAINTENANCE CREW WILL SHUT OFF WATER AND TEMPORARILY CUT AND CAP SERVICE LINE. C. CONTRACTOR SHALL INSTALL STORM PIPE AT WATER SERVICE CROSSINGS. D. WHEN CONTRACTOR IS A SUFFICIENT DISTANCE BEYOND WATER SERVICE LINE, THE CITY MAINTENANCE CREW WILL INSTALL A TEMPORARY SPLICE. E. CITY MAINTENANCE CREW WILL REPLACE WATER SERVICE WITH A COPPER LINE AT A LATER DATE. 5. LOCATE ALL CATCH BASIN AND MANHOLE FRAMES AND GRATES OUTSIDE OF VEHICLE WHEEL PATH WHERE FEASIBLE. 6. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS. UTILITY NOTE: , THE CONTRACTOR S,HALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER;' 1-800-424-5555) FOR FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS JU,v 24 2010 OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO /,rJJ RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. RrfE(Q(Eg~f, "'1 ,....._ _____________________ _J '!Eid/ CITY OF RENTON Planning/Building/Public Works Dept. D-3531 OkZ LAKE WASHINGTON BLVD HAWKS LANDING STORM WATER IMPROVEMENTS ..... 2/is/10 --_ ... 2 " l3 t ~ § 0 ... al ;;;-... .,. ... - 1 !i' '<! ; I i!i ~ ~ 9, l!I. .Si I "' .l. a! ~ I ' "ti iii ; !l "' "' "' I "' "' IS i :E -,-- I - 1 50 45 30 --------------~---------------------------·----------·--------·---------·-·-----·· .................................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ·...,,, . : . : . : . : . : . : . : . : . . . . : . : . : ... : . : . . . . . . . . .. : . : . : . : . : . : . : . : . . : . : . : . : . : . : . . . . . . . . .. : . : . : . : . : . : . : . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ' .......... : . : · 1 ·:' . . . . . . . . . . . . . . . . . : ~~ ·.: ~ ;.: : . : . : . : . : ·; ·: . : . : . : . : . : . : . : ... : ...... ' .... : . : . : . : . i. : . : . : . : . : . : . : . : . : . . .................. : .................................. . . . . ----........... . ::-t ... ~ : ·: : . . ............ ' . . . -. . . . ' . ...... . . · I· ...... ' .......... . . . : : : : : : : : :2" AIR VACUU.M •.:: :_:::: · ·RELEASE· VALVE·':-· · . : : : : : : : : : : : : : : .. : : :~SSEMSLY .. : . . . . . . . . . . . . . . . . __ . _ . _ . _ .. _ .. . .. . . . .. .. .. ......... . .. .. .. . ........ ·:···· .. ···· ........ ·: ............................................................................................................................................................................................................................................................................... " .................................................. : ...................... · ................ : ................. .. . . . . . . . . . . . . . . . . . : : : : : : : : . : : : . . : .. : . : : <: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... : . . . . . . . . ·\· ..... : ..... . ............ :·:·:·:·: .................................... :···· .. ········'"'':·· ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ . . . ..................... : ·: · !° : · : · : · : · : ·: ·: ·: ·: · i ·: ·: ·: ·: ·: · : ·: · : ·: · / ·: ·: ·: ·: ·: ·: ·: ·: ·: · · : ·: ·: ·: ·: ·: ·: ·: ·: · · : · : · : ·: ·: · · · : ·: · · · ·: ·: · · ·: ·: ·: ·: ·: ·: · ·: ·: ·: ·: ·: ·: · : ·: ·: · ·: · : ·: ·: ·: ·: ·: ·: ·: · ·: ·: ·: · : · : · : · : ·: ·: · ·: ·: ·: · : · : ·: · : · : · : · · : ·: ·: ·: ·: ·: ·: · : · : · ·: ·: ·: · : · : ·: ·: ·: ·: · · : · : · : · : ·: · : · : ·: ·: · ·: ·: ·: ·: · : · : · : · : · : · · : ·: · : ·: · : ·: ·: · · · · · ·: ·: · · · : · : ·: · · · · · · · · · · · · · · : · · ·: · : · · · · · · · · · · · · · · · · · · · · : · · · · · · · · · · · · · ·: · · · · · · ·I· : · : · : · : · : ·: ·: ·: ·: · ·: ·: · : · : · : · : ·: · : · : +: ·: ·: ·: ·: ·: ·: ·: ·: · !-: . : ·: ·: ·:.: . : . : . : . j . : . : . : . : . : . : . : . : . : . . : . : . : . : . : . : . : . : . : . I. : . : . : . : . : . : . : . : . : . L : . ; . : . : . : . : . : . . . . . . . . . . . . . . . . . . . . ......... ; ......... ;..... . ........... :::::::·---.. :--· .... .. . . . ' . . . . . . . . . . . . .. . . . " ............. :· ......... " ................................................................ :· .................... ".' ......... ' .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . , ..................... . ...... 50 45 40 35 30 25'-'-'-'---'-'---·-- 11 +00 12+00 13+00 -----___ _c_c..;_:_ _____ ~--~--,--;_, __ · ._ . ....:_;_..:....:___· _ .... :_ ... 14+00 15+00 .. ---·~·--·-------' 16+00 : : I · J 25 -..... 1---1--------------------1---+--+---1-!l.P.B. -C.J.K. CITY OF RENTON 20' 10' 0 20' 1" -20': c· ity of Rent Pfflnn;n . on g Division JU,v 2 4. 2010 40' D-3531 03 ..... 2/26/10 -- CONSULTING ENGINEERS PRELIMINARY NOT FOR CONSTRUCTION 1------,1---------------------1----1----1----1-S.A.C. Planning/Building/Public Works Dept. LAKE WASHINGTON BLVD HAWKS LANDING STORM WATER IMPROVEMENTS 701 llfXTIR AVEN.IIE NIIRTtt sum: BIii SEATTLE. VASll!NliTIIN 98119 Glll5l 111114-0860 NO. RE.VISION BY DATE 7 ~.-11'1'1_111 __ _.....;., ___ ,_..j EI.P.B, APPR ""' ti ~- 0 "' "5 "' IS ~ 0 ~ i;J ;;;- ~ ~ l 5 i "! ~ ili ! iii ~ ~ 9,. iS. .si I i "' " " " !S xi ,. £ ' " .,, .. ~ :l "' "' I i ~ ~ ,: 40 35 30 25 20 ' ., . . i • .t- • .J: . j, ·-· j>AQUl...~ . ~1.1.'\'0':)I\~ ' ' 30 9 28 LEARING LIMITS GRAVEL ACCESS Willi CONCRETE ACCESS PAD 40 35 30 · . // . ;;. . : 12· di wAn:RuNi:: i ~. • · . ' · · · · · · · ' . . · : ' . · : : . ; . . . . . . : : : : · · · . · : : · · · · · · · · · · · · · · · · · -· = . . . . . . · . · · ' ..... · · · · · · , · · · · · · ·. , · . . . · . . · · : : • .... : : : . : : • : : • : • . : · • . • • . . : 25 .. :. . . .... : . . : · · ·· · · · · · · · · · · · · · · · · ·· · S=0.0001 · .. · · · · · · · · · .. · · · · ·.. · · · · · · · .. · · · · · · · · · · · · · · · · · · · · · · · · · S=0.0001 · · · · · .... :. . ....... :. . . :. : · O 0001 · · · 1 s+so ................................... :1 .. 'foo ....................................................................................... 1 a-1:00.......... ... .. . ... .. .. . . .. .. .. .. .. .. .. .. . .. .. . .. . . . . . . . .. .. .. .. . .. .. .. .. . .. .. .. . .. .. . 9.'f.OO ......................................................................................... 20+00 .................................. , ................... , ................... , ............ 21. *oo .............. , ................... , ................... , ................... , ............. 22+0f1.0 I-I- I-~z ~z ::, :::> z Oz o_ o-z 3::-~ LLI -LLI -ii: IJJ ii: z L,J VI :z II) :z VI 'Q V) C. ... ... ... C. !I.. 1io • lb f!i B:i • lb lb ~ • Vllf ~ ~ ~ LLI IJJ ..... &&!J &!J C. l.l.. ~(J (J(J I IN • !.a-IN ~~N IN ~~· IN !.a-!.a-~"' "'"' -(',J N ~ "' "' ~ ~.,..o ~ "",...,... 8 ~ ~NIN IN ~ ~ I") I') . ~"' I')"'"' • "' "' co ,... <O <O I') • • ~ ui ui r-: t\l • • • ~uiui I')~~ I') CC> CO CD "' N N IN I') IN IN IN "" "' "' -II II JI II 11 11 II II II H 11 II I 11 B :I! • • 8 :I . . . 8 :z • . . 8 ::I! • L&l -IJJ IJJ -~ IJ.! La.f Ii:: ILJ l•!L&.! -IJJ 0:: • • a: . . -1---1-------------------+--+--+---1-!I.P.EI • I- Bi!: ... 11i~ • ~ ~~ C. C. C'I ~"1,- "'"' ~ ie II') II') "'<O ~~~ II') II 11 11 8 ::I! • • -IJJ IJJ 0:: • • 20' 10' 0 1 .. 20· 40' = 20': D City of n "'ent 0 Planning Div, ,· n s1on JUN 2 4 2010 35310 ..... 2/26/10 Gr...,..&~Jno, PRELI MIN ARY NOT FOR CONSTRUCTION -C,J,K. --1------------------------+--.......;1---+----1 - CITY OF RENTON Planning/Building/Public Works Dept. LAKE WASHINGTON BLVD HAWKS LANDING STORM WATER IMPROVEMENTS -,.. CONSUL TING ENGINEERS 70I D£XTEII AVEll!E IG1H SUl'I£ 2G1I SEIITTl.£, VASltlNGTIN 98WJ (206) l!84-Gll&8 NO. REVISION BY DATE S.A.C. APPR t---..,.~,..~..,~~~~~~ El,P,B. 4 '""'"4 ""7 .... G..7 &OJ»..... a e,, J.....,.., CCNSUL TING ENGINE:ERS 701 lll!XT£II A\1£1!1A! 1111TH SUITE !!Ill SEA~ YASHiNGTllil 91m C2Cll5) 184 ONO ./ / 50 50 ~ .. .........•.. ..... . . . .......... -. •· .................... •· .. . . . . . . . .. . . ...... . . . : -.y:: : ... ........ . ...... . . . -.... . . -. . •. . ......... . . ... -,, .. . ... ,EXl:f;-hNGiGROUND AT : : : : . :ST.Of<M :Al IGNMENT . '•: : : ': 45 45 . . . .. . . . . . . . . . .. . . . . . . .. . . . . . . . . . .. ..•.......... :-........ -:-. . . ' . . . . .. . . . . . . . . . •. . . . . . . . . . •. • . . .. -" . . . . . .. ir'" : : ~: . .,,...... - ·•· ·•· ·•· ·•· !· ·•· ·•· ·•· .. ·•· ..... ·•·. ·:. ·•· ·•· ·•· ·•· ·•· ·•· ·•· ·•·. ·:. ·•· ·•· ·•· ·•· ·•· .....•. ·•· :· .•..•..•..•. ·•· ·•· ·•· .•..•. :· ·•· ·•· .•. ·•· .. -~·~·~~~~~~··· ~~~-~···: ................... : ........... ·•· ·•· ·•· ·•· :· ·•· ·•· ·•· ·•· ·•· ·•· ...... ·;·~. ·;· ·•· ............. •i• ... ·~· ... ··~ ·•· ··/~· .•. ·•·::; ......... t ~ ·•· ... ~ •..•. · l · .• .. 7. .• ......•..•..•. : . ·•· .•. ·•· ...... ·•·.' . . . . . . . . ... . . . . . . . ... . : : : : ::: . . . . . ... . . . . ... . . . : :.;; :~: ··············· . -~--. . .. . . . . . . . . . .. . . . . . . . . . . ,,,.;. : ...... .. ' . . . . . .. . . . . . . . . . .. . . . . . '-'-----. ;_ -... -. . •. . • !'i"":'. • • . ;· ' . . . • • • . .. ... · ... l'l'!'..: •• · ....... :::· .. : .. r._: __ : _ _. __ . __ . __ ·_:.: .. ) .. : : : : . . ... .. ":· .................. : .. ····· ............ : ................... :·· ................ ·:" ............... ·: ................ ..... .... :· ... ' ..... :· ......... :·..... . . . . . . .. . . --· ..... _..;.'*':-... 40 . . "' . ' . ............... : ................... : .................. : ..... . . . . .. -. . . . . . . . . .. . •· . . . :· . :· .......... 35 . :· . . ,,,... . . ........... :::::::::::::: .......... :Ff--. . ..... ··-:········· ... •· ...... . ................. ' . ·-...... ' . . ... . . . . . . . . . ' ...................... ·:~: .................................... : ................. ·:/: ............ ·: ·: ·: /: '.' ·: ·: '.".' ·: ·: ·: ·: ~ .. ·: ·: ·: ·: ·: ·: ..... ·:~: ........ ' .... ':. ·.:· .. :.:.: .... : ........... : : : : : : : . . . . . : :· .. : :: . •· ' . . . . . . . .. . .. :· .... --... : .. 30 =.:....:.:;:~:..:::..=:...:..,:..:'.=! ........... t ·.· ................ ' .................. ''.' ................. .r. .... ·•· .•..•... ··,i~' .LF± .. 24 ;·:c~EP. ·: ·•· .... ·: ·: ·: ... ·.· ............. ·: .... ·•· ·•· ·•· ....... ·•· •· ·•· ·•· .. ·•·. '5i i~' 24~· ·cPEP. j · .................. t .. ·•· ·: ..... ··:;a· L~ ··2;,;;· 'cPE·P· t ·.· .•........... ·:· ·! ...... : .... : . . . . . . .. . .... , . . . . . . . . .. . . . . . . 25 .... .... . .... . . . . . . .. . . . . . . .. . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . ,. . . . . . . . . s-0.0001 , . . . . . ... ,. . ... , ......... ,. . ................. ,. s-0.000.2 . ,. . . . . . . . . . . . . . , ............ s=o.0002 ,. . . . . · · · · · · · s;.·o:.ooot · · ·' · · · . 22+50 1-23+00 24+00 PRELIMINARY NOT FOR CONSTRUCTION ::, z 0- 1,J ;i: zu, lhfb && -...----l...--------------------1----1----!----1-II.P.B. -C.J.I(. 1---1--------------------l----+----+----l-,..__...;s;;;;.A..;;;C;.:;. ___ __. -B.P.B. DATE APPR NO. REVISION BY ... .... 25+00 ~ I CITY OF RENTON I-::, oz 3:: -zw z fb (I') II. 0 (.) "" Planning/Building/Public Works Dept. 40 35 30 25 20 ·------··-----···---------------·--------------------···------·· / ' ! .) ;, •) 20' 10' 0 20' 1" = 20': D-3531 a· LAKE WASHINGTON BLVD HAWKS LANDING STORM WATER IMPROVEMENTS -2/26/10 -..... _ ... 5 .....5 7 ~ ~- ~ ~ /.: ~ "' ~ 0 ~ ~ $ i ~ 'i I l Ii i b1 '" .G "!! ~ i :!! ' I ~ ~ "' ~ I SI i. ,: .. -----~· SIDEWALK MATCH EXISTING WIDTHS CEMENT CONCRETE CURB AND GUTTER, SEE DETAIL THIS SHEET 1/4" PREMOLDED JOINT FILLER : ,: ) ·• t'i@i:J.iff"-'rl&s.;,.,;.:_y "1{),_,::i,.n-~;.;.;..,.,_,-c:.~-".,, 4" COMPACTED DEPTH---' CRUSHED SURFACING TOP COURSE IJ<> U<> tJ0 CEMENT CONCRETE SIDEWALK NOTES; 1. EXPANSION .JOINTS AND CONTRACTION JOINTS SHALL BE AS SHOWN. JOINTS SHALL BE FLUSH WITH THE FINISHED SURFACE. 2. ALL UTILITY POLES, METER BOXES, FIRE HYDRANTS, VALVES, ETC. LOCATED IN THE SIDEWALK AREA SHALL HAVE 1/4" PREMOLDED JOINT FILLER (FULL DEPTH) PLACED AROUND THEM PRIOR TO PLACING CONCRETE. 3. PREMOLDED JOINT FILLER MA TERI AL SHALL BE ASPHALT SATURATED FELT OR PAPER. 4. FORM AND SUBGRADE INSPECTION BY THE OWNER SHALL BE REQUIRED PRIOR TO POURING CONCRETE. 5. CONCRETE SHALL BE A COMMERCIAL CLASS CONCRETE. JOINT AND FINISH ffl!!TAIL CEMENT CONQ. SIDEWALK DETAIL~ NOT TO SCALE \::..J I 2,85 BOTTOM WIDTH==12' 2" COMPOST TILLED INTO 6" NATIVE SOIL. WU IIQIWN P CRQH QCDON 1, PLANTS WITHIN THE WET BIOSWALE SHALL BE TOLERANT OF PONDING FLUCTUATIONS AND SATURATED SOIL CONDITIONS AND DROUGHT DURING THE SUMMER MONTHS. ALLOWABLE PLANTS AND SPACING ARE SHOWN IN TABLE 1. NOT 10 SCALE Common Name Western manna2rass Velvetorass Shortawn foxtail Water foxtail Spike rush Slough sedge Sawbeak sedge Sedge Slender rush Water parsley Hardstem bulrush Watercress Small-fruited bulrush TABLEl ALLOWABLE PLANTS AND SPACING Snacin• /On Center) Seed Seed Seed Seed 4 inches 6 inches or seed 6inches 6 inches 6 inches 6 inches 6 inches 12 inches 12 inches BROOMED FINISH 4" WIDE, SMOOTH TROWELED PERIMETER ENT CONCRETE CURB AND GUTTER, SEE DETAIL THIS SHEET ' PRE MOLDED JOINT FILLER ---© EXPANSION JOINT @ CONTRACTION JOINT 6" THICK CEMENT ------ CONCRETE 1/2"R MATCH EXISTING DRIVEWAY WIDTH _4 1/2"R~ r--:±=-Yi_;_q:i--"..~. • CD • ,.. l GENERAL NOTES; 11 4 ·q A • . "1 4 a . q_ MATCH EXISTING I 'b ·' ,.. I 1. PREMOLDED JOINT FILLER SHALL BE ASPHALT SATURATED FELT OR PAPER. 2. FORM AND SUBGRADE INSPECTION SHALL BE REQUIRED PRIOR TO POURING CONCRETE. 3. INSTALL ON A 2" COMPACTED DEPTH LAYER OF' CRUSHED SURF ACING TOP COURSE. 4. CONCRETE SHALL BE A COMMERCIAL CLASS CONCRETE. 0 CEMENT CQNQ. TRAFFIC CURB AND GUTTER NOT TO SCALE 1' MIN (TRANSVERSE XING) 3' MIN (LONGINTUNDINAL XING) CPEP OR DUCTILF--_,., IRON PIPE PAYMENT LIMIT 10. 5' (LONGITUDINAL) 6.5' MIN (TRANSVERSE) FINISHED\ GRADE \ 1' MIN I , 2.. -:s· -o" I 24" -4'-0" 2" COMPACTED DEPTH----"' CRUSHED SURFACING TOP COURSE FIRM AND UNYIELDING:----_..., SUBGRADE NOTES: 1. CONCRETE SHALL BE A CLASS 4000 MIX. SEE NOTE 2 . . . . :; . 4 .. 2. DRIVEWAY SLOPES SHALL NOT EXCEED 2% (MAX) CROSS SLOPE AND 12: 1 (MAX) LONGITUDINAL SLOPE. ' '' 1' MIN (TRANSVERSE XING} 3' MIN (LONGINTUNDINAL XING) 2" ASPHALT CONC. CLASS 'B' 6" ASPHALT CONC. CLASS 'B' 6" CRUSHED SURFACING TOP COURSE '----PIPE BEDDING SEE SPECIFICATIONS TYPICAL ROAD RESTORATION / TRENCH SECTION ~ NOT TO SCALE r:::9 D-3 PRELIMINARY NOT FOR CONSTRUCTION l----+----------------+---+--+---,-8.P.B. CITY OF RENTON LAKE WASHINGTON BLVD HAWKS LANDING STORM WATER IMPROVEMENTS Gr..,.. &Os~, Jno- caNsuL TING ENGINEERS 701 DEXTER AVEMJE IGTH SUITE 200 -C.J.K. Planning/Building/Public Works Dept. ''>. 'I •• 1,,, .. qi City f · o· Renton Planning Division JUN 2 ,J lOIQ 31 D1 1111111 2/26/10 --_,. ... D-1 'I .... ,, I\ -1'! '8 t "' <:'I " ~ ~ "' ~ § ~ ., ..... ~ ili ~ ~ "' 0 ! i i .\i i ] C, .s; " C !!I i :!! ' i i ::l [2 I "' ; ii I :,: 4'6"± SCALE: 1 "= 20' B' MIN. EX 12" DI W 6 3/4" SHACKLE RODS (TYPICAL) DEADMAN BLOCK (TYP EACH SIDE) Gray &0.Lorne, 1no CONSULTING ENGINEERS 701 DEXTER AVEIIIIE NORTH SIJIIE 200 SEIITTLE, IIASH!NGTDN 98109 ~) 284-0860 ----------~-- 27'± 12"DI SPOOLS (TYPICAL) LENGTHS AS NEEDED 18" MIN SPOOL SPOOL 12" SLEEVE (MJ) NEW 12" GATE VALVE (MJ X MJ) 2-12" 22 1 /2 ' BENDS (MJ X MJ) SHACKLE TO VALVE, DEADMAN BLOCK, AND THROUGH ALL BENDS TO OPPOSITE SIDE. (TYPICAL BOTH SIDES) PRELIMINARY NOT FOR CONSTRUCTION EXISTING BRIDGE AND EXISTING SIDEWALK GRADE 18" STEEL CARRIER PIPE\ 5' MIN. 12" WATER MAIN RELOCATION NOT TO SCALE 1.5' 5' MIN. ' SPOOL ,, ' - 6 3/4" SHACKLE RODS (TYPICAL) 8'± SPOOL NEW 12" GATE VALVE {FL X MJ) - 12"X 8" TEE (FL X FL) 12" ADAPTER (FL X MJ) - 1----1-----------------1---1---4---1 -ll,P,B, -C.J.I<. 1----1-----------------1.--1---4---1-f----"S"-".A..;.;;C. __ ---I DATE APPR -B.P.B, BY NO. REVISION EXISTING GRADE 8' MIN. EX 12" DI DEADMAN BLOCK SEE DETAIL 6 3/4" SHACKLE RODS (TYPICAL) RECOMMENDED FDR APPROVAL By•----------------Do. i;e•-------- By•----------------Do. i;e, _______ _ By•----------------Do. te•-------- By•----------------Do. te•-------- CONSTRUCTION SEQUENCE FOR 12-INCH WATER MAIN RELOCATION ABOVE NEW BOX CULVERT 1. INSTALL CONCRETE DEAD-MAN BLOCKS ON EXISTING 12" WATER LINE. ALLOW 5-DAY CURING TIME. 2. CUT IN 2 NEW 12" ISOLATION GATE VALVES, SHACKLE NEW VALVES AND TEE TO DEAD-MAN BLOCKS WITH 6-3/4" SHACKLE RODS (TYPICAL). CITY CREW WILL PERFORM CUT IN OF VALVES. 3. INSTALL NEW 12" WATER LINE. 4. PRESSURE TEST, DISINFECT, FLUSH NEW 8-INCH LINE. SHACKLE RODS (AS REQUIRED)--,. 6-3/ 4" FOR 12-INCH PIPE (SEE CITY DETAIL B089) 3" CLR 3" CLR fl4 REBAR 8" O.C. E.W. CENTER IN CONCRET in PLAN VIEW CONCRETE SHALL BE KEYED 12" MIN. AGAINST UNDISTURBED EARTH BOTH FACES 12" PIPE 1.5' MIN. \__ CLASS 5 1/2 SACK CONCRETE 3000 PSI MIN +--1----1- 6' MJN, I TYPICAL CONC~~~NDffDMAN ANCHOR DETAIL/'~' I I. ~ NOT TO SCALE - D-353107 -CITY OF RENTON LAKE WASHINGTON BLVD HAWKS LANDING STORM WATER IMPROVEMENTS 2/26/10 - Planning/Building/Public Works Dept. -NOi 7 7 "" 7