The URL can be used to link to this page

Home My WebLink AboutzS-3062SetN O O C7 N Tetra Tech /KCM, Inc. 1917 Seattle, First Avenue l —1 Washington 981Q1 206 -443 -5300 Fax: 206 -443 -5372 - d' -1® &12 t � CoeITY C)F RENTOI 4 ®® - qw 'I 1• '1 IL S R IMPROV MEN MAY 2003 1 SCANNED MAR 29 -2—* C�O; 5,— - Iv i s R 0 ri a d -QQ Y E c 0 O Z_ S N CO O C? >; LV r G ABBREVIATIONS ABBR ABBREVIATION DBL DOUBLE ACI AMERICAN CONCRETE INSTITUTE DIET DETAIL ASPH ASPHALT DIA DIAMETER AP ANGLE POINT DIP, DI DUCTILE IRON PIPE APPROX APPROXIMATE, APPROXIMATELY DWG DRAWING AVE AVENUE OHW EOP AVG AVERAGE EQ LEGEND EAST EACH ECCENTRIC EACH FACE EXPANSION JOINT ELECTRIC ELEVATION EDGE OF PAVEMENT EQUAL EQUIVALENT ESTIMATE(D) EXCAVATION EXISTING EARTH PRESSURE BALANCE MACHINE FINISHED FLOOR FIRE HYDRANT FLOW LINE FLANGE(D) FLOOR FORCE MAIN FENCE FEET, FOOT FORWARD ❑ CATCH BASIN OR INLET E EXISTING CLEANOUT A EA BH BORE HOLE ECC BLDG BUILDING EF BM BENCH MARK EJ BOT BOTTOM ELEC BV BUTTERFLY VALVE EL GATE VALVE, GAS VALVE OHW EOP ST ACCESS SHAFT EQ CENTER LINE EQUIV CB CATCH BASIN EST CDF CONTROLLED DENSITY FILL EXC Cl CAST IRON EXIST CIP CAST IRON PIPE EPBM CL CENTERLINE, CLASS CLF CHAIN LINK FENCE PWR CLR CLEAR, CLEARANCE ID CMP CORRUGATED METAL PIPE FF CONC CONCRETE FH CONST CONSTRUCT (ION)(ED) FL CONT CONTINUE(D), CONTROL, FLG CONTINUOUS FLR COR CORNER FM CTR CENTER FNC CULV CULVERT FT CV CHECK VALVE, CONTROL VALVE FWD CY CUBIC YARD LEGEND EAST EACH ECCENTRIC EACH FACE EXPANSION JOINT ELECTRIC ELEVATION EDGE OF PAVEMENT EQUAL EQUIVALENT ESTIMATE(D) EXCAVATION EXISTING EARTH PRESSURE BALANCE MACHINE FINISHED FLOOR FIRE HYDRANT FLOW LINE FLANGE(D) FLOOR FORCE MAIN FENCE FEET, FOOT FORWARD ❑ CATCH BASIN OR INLET O EXISTING CLEANOUT A FIRE HYDRANT • PROPOSED MANHOLE 8 "SS SR GRID EXISTING SANITARY SEWER AND SIZE OF ROCKERY —*—>�— FENCE ems► N--6000- NORTH ARROW G GAS LINE OC ON CENTER SPEC GR GRADE OD OUTSIDE DIAMETER SR GRID GROUND OF OVERFLOW SS GTP GATE POST OHP OVERHEAD POWER. SST GV GATE VALVE, GAS VALVE OHW ORDINARY HIGH WATER ST ACCESS SHAFT -E STA HH HAND HOLE P PIER STD HORIZ HORIZONTAL PL PLATE, PIPE LINE, PROPERTY STRUCT HPG HIGH PRESSURE GAS LINE 206 -443 -5300 Fax: 208-443 -5372 NO. PWR POWER TBM ID INSIDE DIAMETER PP POWER POLE, POWER PANEL TEL IN INCH PVMT PAVEMENT TEMP IE INVERT ELEVATION TOC QTY QUANTITY TP TYP LF LINEAR FEET R RADIUS, RISER, LOC LOCATION RCP REINFORCED CONCRETE PIPE UG LP LIGHT POLE, LOW PRESSURE, REBAR REINFORCING BAR LOW POINT REF REFERENCE REM REMOVE(ABLE) V REPL REPLACE(ED) VB MAINT MAINTENANCE RETW RETAINING WALL VERT MATL MATERIAL ROW RIGHT —OF —WAY VLT MAX MAXIMUM MH MANHOLE W/ MIN MINIMUM S SLOPE, SOUTH W/0 MISC MISCELLANEOUS SCH SCHEDULE IN MJ MECHANICAL JOINT SD STORM DRAIN WCR MIC MONUMENT IN CASE SECT SECTION WD MW MONITORING WELL SHT SHEET N NORTH XCC NTS NOT TO SCALE YD NO NUMBER NUD NORTHSHORE UTILITY DISTRICT DRAWING INDEX DRAWING TITLE NO G1 ABBREVIATIONS, LEGEND, AND CALL TWO DRAWING INDEX Cl KEY MAP C2 SITE 1 MANHOLE LOCATION C3 SITE 2 AND SITE 3 MANHOLE LOCATIONS C4 MANHOLE PLAN AND SECTIONS C5 REPAIR AREAS PLANS AND DETAILS S1 PRECAST MANHOLE DETAILS S2 PRECAST MANHOLE DETAILS S3 KENMORE INTERCEPTOR SECTION 2 ACCESS SHAFT SPECIFICATIONS STATE ROUTE SANITARY SEWER STAINLESS STEEL STREET STATION STANDARD STRUCTURE TEMPORARY BENCH MARK TELEPHONE TEMPORARY TOP OF CONCRETE TEST PIT TYPICAL UNDERGROUND(POWER/ TELEPHONE) VALVE, VENT VALVE BOX VERTICAL VAULT WITH WITHOUT WATER, WEST WHEEL CHAIR RAMP WOOD FENCE EXTRUDED CONCRETE CURB YARD DRAIN TYPICAL SECTION AND DETAIL REFERENCING SYSTEM (1) THE SECTION IS CUT ON DRAWING C2 SECTION NUMBER E 1 C5 (DRAWING ON WHICH SECTION APPEARS. A DASH ( —) INDICATES THAT THE SECTION IS SHOWN ON THE SAME DRAWING. (2) THE SECTION IS SHOWN ON DRAWING C5 2 SECTION NUMBER C2 DRAWING ON WHICH SECTION WAS TAKEN. A DASH ( —) INDICATES THAT THE SECTION WAS TAKEN FROM THE SAME DRAWING. "VAR" INDICATES THE SECTION WAS TAKEN FROM MORE THAN TWO SHEETS. r ROLL 1�9 31' FR 247-� 4 Tetra Tech /KC1VI In CALL TWO °°°� BUSINESS DAYS —NO SCALE ,oi®wo� Iwo ,� /,w, $ CITY OF RENTON KENNYDALE LAKEFRONT N h 1917 First Avenue �sR YV Y Q g -E SEWER IMPROVEMENT MAY 2003 Seattle, Washington 98101 + DRAWING CONFORMED TO CONSTRUCTION RECORDS G1 12/03 2 —10 amxu c r,m ae mw Planning /Building /Public Works Dept. ABBREVIATIONS, LEGEND, AND 206 -443 -5300 Fax: 208-443 -5372 NO. REVISION BY DATE APPR "`"m"a' DRAWING INDEX SCANNED MAR 2 9.2-01 Co, 7- 30 6eoz ROLL 1�9 31' FR 247-� 4 3101612 ft CALL TWO BUSINESS DAYS E BEFORE YOU DIG $ 1 -800 -424 -5555 N h �sR YV Y Q g R MAY 2003 x o� G1 2 —10 i�� 81 3101612 ft '7oyI1 N to 0 C? I- Cm L I 1 SECTION 31,32 TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M_ KING C01-JNTY, WASHINGTON. WATER SURFACE ELEVATION = 16.8'(NAVD88) AT TIME OF SURVEY. WATER SURFACE ELEVATION VARIES FROM 16.8 TO 18.8 :AL IS SCALED I et�� 'l ec�a; ACM, Inc. DHA -7 SCR "X" IN CONC WALK 1917 First Avenue E 1301246.3096 ELEV= 39.97' Seattle, Washington 98101 1 DRAWING CONFORMED TO CONSTRUCTION RECORDS 206443 -5300 Fax: 206 -443 -5372 NO. REVISION BY ROLL I 3, J HOUSE #3805 HOUSE #3719 NOTES: 1. HORIZONTAL AND VERTICAL LOCATION SHOWN FOR EXISTING 8' CAST IRON FLUSH MAIN IS APPROXIMATE. VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO MANHOLE SHOP DRAWING SUBMITTAL_ 2. SEE DIVISION 1 SPECIAL PROVISIONS FOR CONSTRAINTS AND MILESTONES OF IN —LAKE WORK AND OTHER WORK PRODUCTS. 3. AVAILABLE HYDRAULIC HEAD LOSS IN THE FLUSH STATION SYSTEM IS EXTREMELY LIMITED. SEWER BYPASSING AND /OR SEWER CLEANING METHODS THAT INTRODUCE SIGNIFICANT HEAD LOSS INTO THE SYSTEM OR SURCHARGE THE SYSTEM WILL RESULT IN SEWER BACKUPS INTO HOMES. CLEANING AND SEWER BYPASSING METHODS THAT RESULT IN SURCHARGING WILL NOT BE ALLOWED. THE CONTRACTOR SHALL AT ALL TIMES CONDUCT ITS WORK SO AS TO PREVENT ANY BLOCKAGE AND SURCHARGING IN THE SIDE SEWERS CONNECTED TO THE FLUSH MAIN. DAMAGE TO EXISTING FACILITIES AS A RESULT OF THE CONTRACTOR'S WORK SHALT. BE PROMPTLY REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE. 3-306204 Q CALL TWO BUSINESS DAYS J� BEFORE YOU DIG 1 -500 -424 -5555 UPg N N d �v ° 20 0 20 40 a Q SCALE IN FEET $ IN CITY OF w.o + MAY 2003 AS NOTED. tea: xo ,ssr, FENTON KENNYDALE LAKEFRONT s SEWER IMPROVEMENTg r� aau DATUM planning /Building /Public Works Dept. SITE MANHOLE LOCATION C2 F IW OE r]I 2 ,nnnm s�ac.mtrvar 4 X10 8x SCANNEDHAR 29 -2—fc CD; 7--'?0 Fl-V w I IF DHA -7 SCR "X" IN CONC WALK N 1947172221 E 1301246.3096 ELEV= 39.97' NOTES: 1. HORIZONTAL AND VERTICAL LOCATION SHOWN FOR EXISTING 8' CAST IRON FLUSH MAIN IS APPROXIMATE. VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO MANHOLE SHOP DRAWING SUBMITTAL_ 2. SEE DIVISION 1 SPECIAL PROVISIONS FOR CONSTRAINTS AND MILESTONES OF IN —LAKE WORK AND OTHER WORK PRODUCTS. 3. AVAILABLE HYDRAULIC HEAD LOSS IN THE FLUSH STATION SYSTEM IS EXTREMELY LIMITED. SEWER BYPASSING AND /OR SEWER CLEANING METHODS THAT INTRODUCE SIGNIFICANT HEAD LOSS INTO THE SYSTEM OR SURCHARGE THE SYSTEM WILL RESULT IN SEWER BACKUPS INTO HOMES. CLEANING AND SEWER BYPASSING METHODS THAT RESULT IN SURCHARGING WILL NOT BE ALLOWED. THE CONTRACTOR SHALL AT ALL TIMES CONDUCT ITS WORK SO AS TO PREVENT ANY BLOCKAGE AND SURCHARGING IN THE SIDE SEWERS CONNECTED TO THE FLUSH MAIN. DAMAGE TO EXISTING FACILITIES AS A RESULT OF THE CONTRACTOR'S WORK SHALT. BE PROMPTLY REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE. 3-306204 Q CALL TWO BUSINESS DAYS J� BEFORE YOU DIG 1 -500 -424 -5555 UPg N N d �v ° 20 0 20 40 a Q SCALE IN FEET $ IN CITY OF w.o + MAY 2003 AS NOTED. tea: xo ,ssr, FENTON KENNYDALE LAKEFRONT s SEWER IMPROVEMENTg r� aau DATUM planning /Building /Public Works Dept. SITE MANHOLE LOCATION C2 F IW OE r]I 2 ,nnnm s�ac.mtrvar 4 X10 8x SCANNEDHAR 29 -2—fc CD; 7--'?0 Fl-V w I IF N LD O C? r_ N ► c I FLUSH MAIN HORIZONTAL AND VERTICAL/ - LOCATION IS SCALED FROM SHEET 3 OF 6 CITY OF RENTON PUBLIC WORKS / PROJECT 5 -442 - DATED 11 -1986 4- WA TER SURFACE ELEVATION = 16.8'(NA VO88) / A T TIME OF SURVEY. WA TER SURFACE ELEVA T1 ON / / �O) VARIES FROM 16.8 TO 18.8 / �y �QJ LAIIKE AS IN ON T z r7 � a` � BOAT SP1KE /GRAVEL N 193202-4220 E 1300549.6929 -692 2 / ELEV= 24.93" " M HOLE CO RDI AT S / „ EX T NG 8/G T � / IP F U H IN MANHOLE COORDINATES o / BED , nc � 47 /P X RE AINT �z� a• � a4 122° 12'33" Z/A LE N 396378.6127 47'31'16" E 5886 .1272 / / / SITE 2 MANHOLE i j / j SEE 4 122° 12'34" N 396352.0267 E 58866.7446 __q° i A PP � SS / SS� / /� MEGALUG INSTALLED CPt N SAN CLEANOUTR I / .ROCKERY rV ?9�OE5.775F E 1_700_ Ccl,5_;rl9 li Tetra Tech /KCM, Inc. First Avenue Seattle, Washington 98101 2054435300 Fax: 206443 -5372 HOUSE #5233 Flill J� � �O NOTES: 1. HORIZONTAL AND VERTICAL LOCATION SHOWN FOR EXISTING 8" CAST IRON FLUSH MAIN IS APPROXIMATE. VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO MANHOLE SHOP DRAWING SUBMITTAL- 2. SEE DIVISION 1 SPECIAL PROVISIONS FOR CONSTRAINTS AND MILESTONES OF IN -LAKE WORK AND OTHER WORK PRODUCTS_ 3. AVAILABLE HYDRAULIC HEAD LOSS IN THE FLUSH STATION SYSTEM IS EXTREMELY LIMITED. SEWER BYPASSING AND /OR SEWER CLEANING METHODS THAT INTRODUCE SIGNIFICANT HEAD LOSS INTO THE SYSTEM OR SURCHARGE THE SYSTEM WILL RESULT IN SEWER BACKUPS INTO HOMES. CLEANING AND SEWER BYPASSING METHODS THAT RESULT IN SURCHARGING WILL NOT BE ALLOWED. THE CONTRACTOR SHALL AT ALL TIMES CONDUCT ITS WORK SO AS TO PREVENT ANY BLOCKAGE AND SURCHARGING IN THE SIDE SEWERS CONNECTED TO THE FLUSH MAIN. DAMAGE TO EXISTING FACILITIES AS A RESULT OF THE CONTRACTOR'S WORK SHALL. BE PROMPTLY REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE. S CALL TWO BUSINESS DAYS BEFORE YOU DIG 1- 800. -424 -5555 W z • i ^I N N y ^ 7 _J I b 0� o N 20 0 20 40 o 5111115025111120 T!!!Siiiiiiiia v SCALE IN FEET v 6 K 3 D e AS NOTED 10°° CITY OF RENTON KENNYDALE LAKEFRONT MAY 2003 "$ a — �a�n_!+� � DATUM SEWER IMPROVEMENT - ow.• 1 DRAWING CONFORMED TO CONSTRUCTION RECORDS 12/03 omaa a�wu.sxc l FxO�UE Mp1 Planning /Building /Public Works Dept. 'SITE AND SITE 3 MANHOLE LOCATIONS C3 .: NO. REVISION BY DATE APPR "Pg1pT� " 0C°°a ` 5 -10 gx SCANNED NAR 2 8 2—* Gam, 3a 6s e — 0 ROLL 1 9-, 3' fh FR A i A CD C7 r- N N i G LAKE WASHINGTON EL LAKE WASHINGTON EL LAKE WASHINGTON EL VARIES 16.8 TO 18.8 VARIES 16.8 TO 18.8 VARIES 16.8 TO 18.8 (NAVD 88) (NAVD 88) (NAVD 88) LAKE BOTTOM PRECAST CONCRETE BEYOND, EL 14.0t MANHOLE, SEE U.1 FLEX COUPLING, S1 p TYP 8 "DUCTILE IRON - %a�j,� ar` / •- ,lr? /\ a . /fir• :, .r /ai• LAKE BOTTOM RECAST CONCRETE ° 8 ° $ $ °° B ° $ � 8 e ° EL 8.0t MANHOLE, SEE °w Q w g q $ m a° Q ROMAC 611 BELL j S1 MANHOLE COORDINATES GRAVEL BEDDING RESTRAINT, TYP 0 ' » AND BACKFILL, TYP PRECAST CONCRETE MANHOLE, SEE a /ar ' niAf a —— , 2 -• • - ,= =- -�„ SITE 2 MANHOLE 1 NOTE: PILES NOT 47'31'16" S1 SHOWN FOR CLARITY. GRAVEL BEDDING 122° 12'33" SECTION 3 FLEX COUPLING, TYP z I - AND BACKFILL, N 396378.6127 18' -3" ' TYP E 58869.1272 SCALE:1 /2 " =1 -0" - LAKE 8 "DUCTILE IRON QO g °$ ° °� °a° BEYOND, EOM 30f i% a' w� MANHOLE COORDINATES u » SITE 3 MANHOLE 47° 31' 16" NOTE. PILES NOT - °$° SECTION ROMAC 611 BELL 3 °� °gym° B °a ° °° 2 SHOWN FOR CLARITY. RESTRAINT, TYP Bg$m8g$ °�� ° � ��e ° °.P3 g � � 9) 122° 12' 34n _;_Z, m g 8 SCALE:1 /2 " =1' -0" I ,, EXISTING 8" DUCTILE N 396352.0267 z GRAVEL BEDDING E 58866.7446 r \ AND BACKFILL, TYP PIPE PARTIALLY EXPOSED ! \ - ALONG LAKE BOTTOM MANHOLE COORDINATES SITE 1 MANHOLE I �� •, �, • �•• SECTION NOTE: PILES NOT 47'31'30" N396554.6787 1 SHOWN FOR CLARITY. I 122° 12'25" E59317.7955 SCALE:1 /2 " =1' -0" PRECAST CONCRETE \ ! MANHOLE r _EX COUPLING, /� EXISTING 8" DUCTILE $� (P / IRON FLUSH MAIN 8 "DUCTILE / \ 1 IRON 8" DUCTILE IRON I' I 8 "WYE S-306206 I 1 t t 1 - \ r r I EXISTING 8" DUCTILE IRON FLUSH MAIN 3 EXISTING 8" DUCTILE CALL TWO PRECAST ! - IRON FLUSH MAIN I MANHOLE CONCRETE \ (I BUSINESS DAYS n INSTALLED 1 a BEFORE YOU DIG 1- 800 -424 -5555 - -- FLEX COUPLING, TYP s w SITE 2 MANHOLE 8" DUCTILE IRON SITE 3 MANHOLE N PLAN q SCALE:3 /4 " =1' -0" C3 PLAN SCALE:3 /4 " =1' -0" C3 C i e Tetra Tech /KCM Inc. AS NOTED.. DATUM , CITY OF RENTO Planning /Building /Public Works Dept. KENNYDALE LAKEFRONT SEWER IMPROVEMENT MANHOLE PLAN AND SECTIONS MAY 2003 x 1917 First Avenue Seattle, Washington 98101 9 206 -443 -5300 Fax: 206-443 -5372 ° �` C i DRAWING CONFORMED TO CONSTRUCTION RECORDS 12/03 om� NO. REVISION BY DATE APPR c 6 10 a ScAVNEO �wlR 2 9iJs �'` 3ada'6 _ 6 - . . L L It 9;� .3 2', 47'31'56.5 "N \ L47'31'56.5 "N 122' 12'38.2" W 122-12'38.1') ww .: 9 FLUSH MAIN REPAIR DETAIL 4001"' APPROX 1 " =8' -O" Ci 12 "MIN GRAVEL BEDDING FLUSH KAAlKll REPAIR DETAIL 1 " =1 ' -O" - Tetra Tech /KCM, Inc. 1917 Seattle, First Avenue Seagle, Washington 98101 206-443-5300 Fax: 206-443 -5372 15 1 /2 "DIA FLUORESCENT ORANGE BUOY AT SITE 1 AND SITE 2, BLUE AND WHITE BUOY AT SITE 3 SHACKLE ROMAC SS1 REPAIR CLAMP SST THIMBLE CENTERED OVER HOLE IN PIPE. ONTRACTOR TO VERIFY OUTSIDE SST WIRE OF EXISTING PIPE PRIOR BOTTOM ELEVATION \DIAMETER O ORDERIIIG OF REPAIR CLAMP BEYOND. EXISTING Y Q — `3/8" PIPE PARTIALLY 2' -0" EXPOSED - \ 12 "MIN GRAVEL BEDDING FLUSH KAAlKll REPAIR DETAIL 1 " =1 ' -O" - Tetra Tech /KCM, Inc. 1917 Seattle, First Avenue Seagle, Washington 98101 206-443-5300 Fax: 206-443 -5372 15 1 /2 "DIA FLUORESCENT ORANGE BUOY AT SITE 1 AND SITE 2, BLUE AND WHITE BUOY AT SITE 3 SHACKLE l GARAGE GARAGE /CONC PATIO _ DOCK EXIST 10 "DI PIPE EX 8 "Cl FLUSH MAIN BURIED 2'LONG EXPOSED 10 "x8 "REDUCER 10 "BLIND CL OUT IN CLEANOUT NC WALK FLANGE 2807 AC S EXISTING FLUSH MAIN AT EDGE OF LAKE CLEANING BY REMOVING BLIND FLANGE. VIDE ALL NECESSARY _ s TEMPORARY ING AND APPURTENANCES �oC FOR ACCESS 0 LEANING EQUIPMENT FROM -Rw 4w NT9i MOUNTAIN EW BL NORTH AND TO VI %y PREVENT SEWER SPILL IN LAKE. RESTORE A B�lp ALL AREAS DISTURBED B LEANING N OPERATIONS TO IXISTING C ITIONS. e CALL TWO N BUSINESS DAYS BEFORE YOU DIG 1- 500424 -5555 g1 a ti MAINTENANCE ACCESS IMPROVEMENT PLAN 4 APPROX 1 " =8' Y _ °•° „� CITY OFY 2003 _ AS NOTED 1O1®°` t1D10�19°' $ RENTON KENNYDALELAKEFRONT SEWERIMPROVEMENT ,,., `• 1 DRAWING CONFORMED TO CONSTRUCTION RECORDS 12/03 a�� —I DATUM a Planning /Building /Public Works Dept. REPAIR AREAS CJ e NO. REVISION BY DATE APPR sar. 7 a10 d PLANS AND DETAILS SCANNEONAR 29 R OL L - I , j FR 19 Ar i. f �g SST THIMBLE z Uj J M SST WIRE ROPE CLIPS _z m 06 \ Y Q — `3/8" SST g m o WIRE ROPE "o i-- z oao o 0 J WWW SST WIRE 'er O ROPE CLIPS Of L- o- o l GARAGE GARAGE /CONC PATIO _ DOCK EXIST 10 "DI PIPE EX 8 "Cl FLUSH MAIN BURIED 2'LONG EXPOSED 10 "x8 "REDUCER 10 "BLIND CL OUT IN CLEANOUT NC WALK FLANGE 2807 AC S EXISTING FLUSH MAIN AT EDGE OF LAKE CLEANING BY REMOVING BLIND FLANGE. VIDE ALL NECESSARY _ s TEMPORARY ING AND APPURTENANCES �oC FOR ACCESS 0 LEANING EQUIPMENT FROM -Rw 4w NT9i MOUNTAIN EW BL NORTH AND TO VI %y PREVENT SEWER SPILL IN LAKE. RESTORE A B�lp ALL AREAS DISTURBED B LEANING N OPERATIONS TO IXISTING C ITIONS. e CALL TWO N BUSINESS DAYS BEFORE YOU DIG 1- 500424 -5555 g1 a ti MAINTENANCE ACCESS IMPROVEMENT PLAN 4 APPROX 1 " =8' Y _ °•° „� CITY OFY 2003 _ AS NOTED 1O1®°` t1D10�19°' $ RENTON KENNYDALELAKEFRONT SEWERIMPROVEMENT ,,., `• 1 DRAWING CONFORMED TO CONSTRUCTION RECORDS 12/03 a�� —I DATUM a Planning /Building /Public Works Dept. REPAIR AREAS CJ e NO. REVISION BY DATE APPR sar. 7 a10 d PLANS AND DETAILS SCANNEONAR 29 R OL L - I , j FR 19 Ar i. f LV co CD I\ N a. �i I HOLD DOWN ANCHORS, TYP 4 PLACES ®90'- PIN PILE SUPPORT, TYP 4 PLACES AT EQUAL SPACING EACH MANHOLE, SEE 4/- - NOTE: FOR STEEL MANHOLE CAGE, SEE REFERENCE DWG S3 MANHOLE COVER SEE 6 /S2 SEE 3 /S1 FOR REINFORCEMENT ° 8 "DIA DUCTILI IRON STUB -. -J1 -1063 \ i \ 1 i 3° SST SEATING RING, SEE 9/S2 \ 1J 101 STEEL EYE NUT FOR PRECAST BUOY ANCHORAGE MANHOLE TOP PLAN 1 SCALE: 3/4 ° =1' -O° C4 HOLD DOWN — — ANCHOR, #5012- 1 SEE 7 S2 2' -0 °ID I I SEATING RING - #5 HOOPS SEE/-9-1\ S2 4' -0 °ID I L--CHANNEL L PRECAST NON - SHRINK MANHOLE GROUT SECTION 2 SCALE: 3/4 ° =1' -0' - #5 HOOPS CAD 12 EF — 0 - #5 ®12 EF I 0 PRECAST MANHOLE 6 °DIA GALV STEEL 8" PIPE PILE, SCH 40 TYP 1V 1 /2- DIAx2' -6 DBA, TYP OF 2 T &B - — - — - — - S N in io- - - - - - - S— — — M -- - - - - -- 8 "DIA SCH 40 fO PIPE SLEEVE rn ROUND -- CORNERS 8 "DIA SCH 40J PIPE SLEEVE R PL3 /8 T &B SHEAR P _ PLAN SCALE: 1 1/2 " =1' -0" - 5' -2 °DIA 2 - #5 AROUND 1/2 "DIAx6 WHS (�12, 3' -10y "DIA EMBEDDED ARMOR HORIZ OFFSET UPPER o PLATE SEE AND LOWER WHS '6" 11Y4" CONSTRUCT °I ° CONCRETE' CHANNEL AND SLOPE SHELF PRECAST -- -- • 1/2" PER FOOT MANHOLE • e • � a 11/2.. I 5/8 "DIA STEEL EYE NUT FOR BUOY ARMOR PLATE ' - ANCHORAGE SEE - CLa s B SAP, TYP DETAIL 6 _ - SCALE: 1 1/2 ° =1' -0 - 2 - #5 HOOPS 1 /4"x3 "DIA SEEP RING 5 - #5 EW T &B AT /PILE SUPPORTS EQ SPACING BEYOND NOT SHOWN SECTION 3 SCALE: 3/4 " =1' -0" - ':�l " "3-1/2 "DIAx6 WHS 3/4 "DIA GALV THRU BOLTS ON PILE ±. PROVIDE OVERSIZE DRILLED HOLES IN 8 "DIA PIPE SLEEVE TO ACT AS GUIDE FOR SUBMERGED DRILLING AFTER INSTALLATION OF PILES. BENT PL3 /8x�i MATCH MH L RADIUS 4 #5 ®12 EW T &B e ':�l " "3-1/2 "DIAx6 WHS s M U 9 CITY T swam ,�.` e.e ,°m ITY OF MAY 2003 x. Tetra. Tech /KCM, Inc. AS NOTED C �"��' -' �r KENNYDALE LAKEFRONT 1917 First Avenue ee•M DaruM I ON SEWERIMPROVEMENT „� a Seattle, Washln #on 98101 1 DRAWING CONFORMED TO CONSTRUCnON RECORDS 12/03 a®m Y 9 , Planning /Building /Public Works Dept. PRECAST MANHOLE DETAILS S l i 206-443-5300 Fax: 206443 -5372 NO. REVISION BY DATE APPR `' 8 x SCANNED MR 2 9 �� C� ; �- 3 B e2 `� � S — 3 0 .� 2 _ _ = a ROLL'1931' _ FR 2 =v m N I cv O M i I Q / � �J Q B j °14401 12 J SST ROLLED L2x2x3/8— DETAIL SCALE: NONE - 2' )GE OF \NHOLE COVER ;T L2x2 A .T PL 3/8» SECTION 3 / SCALE: FULL SIZE NOTE: MAKE ONE SPARE 2' -3 "DIA MH COVER MANHOLE COVER 11/2" 3/8' MANHOLE COVER 3/8 »DIA SST D ETA I L 6 GUIDE PIN �.. SCALE: 1 1/2 " =1' -0" S1 M 4J/2 3/1fi \ 1/2 "DIA SST SST co CASTELLATED M NUT AND LOCK II II II PIN II II • I� 3 16 Q II II C 11 / a II II _I " II II II � II 11 II 1 3/8-OD ° Ii 11 II II I ii x1/4' WALL 5-IN CONFINED ° �J__�_ U O -RING GASKET FOR II I II SST TUBE ,o REAM FOR SLOT SEE 5/S2 a CLASS 2 FR HOLD DOWN ANCHOR r7 it I II w 2' -0 "DIA OPENING 2" SCALE: 1 1/2 " =1' -0" S1 lI I! a 11 Ii II CP a i1 I II a 1/2 »DIA 5" SST ROD -\, I`-I ii1t� a I v 1/ 1 I a 2 /2" a 1 "R a a ) a I 2 HANDLES SEE 8/- - 9'— .3 "MANHOI F ('OVFR ca ca 2- GUIDE PINS SEE 4/- 6- LOCKING HANDLES SEE 1/- (ARROW ON PLAN INDICATES DIRECTION TO CLOSE) J, DETAIL �� - --- - -- Z S -3o6 7/8 "DIA SCALE: FULL SIZE - SST BOLT DETAIL g SCALE: 3 " =1' -0" - SST ROLLED 3" 5' -6 "ID 5/8" L3x3x3/8 1 /8 °R 1 /2 "x4" SST \ WHS X12 "OC GALL TWO DETAIL BUSINESS DAYS Ss SCALE: 1 1/2 " =1' -0" ski BEFORE YOU DIG 1 -800- 424 -5555 SECTION 2 SCALE: FULL SIZE - Tetra Tech / KCM, Inc. 1917 First Avenue Seattle, Washington 98101 1 DRAVANO CONFORMED TO CONSTRU 206 -443 -5300 Fax: 206 -443 -5372 N NO. REVISION DETAIL 5 SCALE: NONE - Ali- ROLL 19 3 w 0 N t 9 911kR1tA STJIE AS NOTED n® w"uO°+m�a, DATUM !1 CITY OF RENTON Planning /Building /Public Works Dept. KENNYDALE LAKEFRONT SEWER IMPROVEMENT PRECAST MANHOLE DETAILS MAY 2003 b r i g a,cwo, S2 a� APPR scvE om,owx am: 9 10 8x 3GNMED MAR 2 9 amfs 0_0, 51 S - 3 O 6 2 w 0 N t 9 N to O C7 n LV FRI R i I L PLAN SCALE: I "= V -0 318 "GUSSET (4 RE L2'Dl —� 3 /8'xlZ" FLANGE —1 _ 3/6° I 3v i6 29 $9 11- 4 6413SET is LEI.IUALLY SPACED) L_ / "x¢" FLAAiGE i\ P / "¢ CONFINED O-RIMG GASAFT FOR SLOT 5EE P159 I N' I Uj I tit O �i -N W: C •Q e i I H' �!I j 1 o-6 SEE KIS9 I —SEE P1 /59 S YAi.' t - - 6 NOTE: CONTRACTOR TO VERIFY SHAFT DIMENSION, R[(TStJB(9i €FklitlG SHOP DRAW(iA�Ex`i =' A O.3 S. S. M• 5 (EQuA41-Y SPACEO) 3'x 3/4 < STIFF RIA16 _ 4ENE GASKET DETAIL ss SCALE: HALF SIZE , a. I DETAIL S9 SCALE: FULL SIZE NOTES: %5s0462 1. FLANGE SURFACES SHALL BE MACHINED FLAT AFTER FABRICA- TION AND SHALL BE MATCH DRILLED. 2. THE BOTTOM FLANGE OF THE ACCESS TUBE SHALL BE IN A COMMON PLANE WITH THE MATCHING STAINLESS STEEL SEAT- ING RING. MAXIMUM DEVIATION INCLUDING SURFACE VARIATION SHALL BE 1116 ". 3. WELDS SHALL BE 3116" FI LLET CONTINUOUS UNLESS OTHER- WISE NOTED. 4. NEOF RENE GASKETS SHALL BE CEMENTED TO THE UPPER FLANGE WITH AN INSOLUBLE CEMENTING MATERIAL AS RECOMMENDED BY THE GASKET MANUFACTURER. 5. THE O -RING GASKET SHALL CONFORM TO THE SPECIFICA- TIONS GIVEN FOR REINFORCED CONCRETE SEWER F IPE JOINT GASKETS. 6. ALL METAL SHALL BE ALUMINUM EXCEPT AS NOTED. 7. FURNI SH ONE COMPLETE SPARE SET OF GASKETS, O -RING &FLAT FOR AN ASSEMBLY OF 1 -10' & 44 SECTIONS OF ACCESS SHAFT. GASKETS SHALL BE PACKAGED IN PROTECTIVE WRAPPING AS RECOMMENDED BY GASKET MANUFACTURER AND MARKED "GASKETS- ACCESS SHAFT'. w ONTRACTOR TO REPLACE zs GASKET AND PROVIDE CHAIN AND LOAD K c rt.cat s DETAIL ss EXISTING O -RING GASKET SECTION s s P� of • <S yti'Z apo� N° � J oe •'AS '1 BINDERS AS NG CED. REMAINDER OF SCALE: 3 " =1' -o AS REQUIRED TO PROVIDE SCALE= I "= I' -o DRAWING IS FOR REFERENCE ONLY WATERTIGHT SEAL THIS DRAWING REDUCED TO HALF SIZE W ^S��FSTE'i O'S T Ell, d DETAIL S9 - -- - -_ - - -._— -- i I I SCALE: 3 " =I' -0 I I (It I DESIGNED MCP METROPOLITAN ENG'NEERS MUNICIPALITY O F M E T R 0 PO L I TA N S E AT T L E W21LC WEST POINT KENMORE INTERCEPTOR SECTION 2 ORA'N NUMBER `:. DR.— DS If WG BROWN GND CGLDWELL CccEy A%FD KRGMEn c. _ Su T-EG s G E M E, RvvE ,o R ,.E eggqpvEE G ' ^ = C¢ PLACES j � 57IFF RING SHAFT 9 MEET NU MBER CREC,cED �j� HILL GND INGMGN P W BECK uN_• GSSOCGTES Oez w. £ .A «• M<..,Aa., E ...,: R,O.M,< ,.«. .,e,,.. E.,..«., ,•«/ . -Ms<. ,. •.v.Eq•«.z o- . M<,.o "_o_. E_R „ «_.= .e „o, .. "oa,A <A,,.< AS NOTED %SEE / 169 1'0 AfoLE 3/'2 PLAN, SECTION AND DETAILS 12 OF 27 ° _ I cl Tetra Tech / KCM, Inc. S9 DETAIL 4) NO SCALE { ” SCALE- HALF-SIZE KENNYDALELAKEFRONT MAY 2003 R —_ 1917 First Avenue I m� I SEE R /S 9 / "� CC3AIF. RING STIFF RING SEWERIMPROVEMENT Seattle, Washington 98101 ® 1 DRAWING CONFORMED TO CONSTRUCTION RECORDS 12/03 \ I 1 L «E ••a J DATUM Planning /Building /Public Try ! KENMORE INTERCEPTOR SECTION 2 S3 •wp •�>• —lab! 206 -443 -5300 Fax: 20&- 43 -5372 NO. REVISION BY DATE APPR (EQUALLY SPACED) - R — DETAIL se if �" �o °`ao SCALE: HALF SIZE LOAD BINDER .. ff5RICAN �30G (a PcA c65) 5TC- CONTRACTOR COIL CHAIN WIWILL11AM5025 TO PROVIDE —i EYE PATTERN SAFETY HOOK EA END. REACH 4`- P ('¢PCRGF) LOAD BINDERS t src AND CHAIN NOTE: CONTRACTOR TO VERIFY SHAFT DIMENSION, R[(TStJB(9i €FklitlG SHOP DRAW(iA�Ex`i =' A O.3 S. S. M• 5 (EQuA41-Y SPACEO) 3'x 3/4 < STIFF RIA16 _ 4ENE GASKET DETAIL ss SCALE: HALF SIZE , a. I DETAIL S9 SCALE: FULL SIZE NOTES: %5s0462 1. FLANGE SURFACES SHALL BE MACHINED FLAT AFTER FABRICA- TION AND SHALL BE MATCH DRILLED. 2. THE BOTTOM FLANGE OF THE ACCESS TUBE SHALL BE IN A COMMON PLANE WITH THE MATCHING STAINLESS STEEL SEAT- ING RING. MAXIMUM DEVIATION INCLUDING SURFACE VARIATION SHALL BE 1116 ". 3. WELDS SHALL BE 3116" FI LLET CONTINUOUS UNLESS OTHER- WISE NOTED. 4. NEOF RENE GASKETS SHALL BE CEMENTED TO THE UPPER FLANGE WITH AN INSOLUBLE CEMENTING MATERIAL AS RECOMMENDED BY THE GASKET MANUFACTURER. 5. THE O -RING GASKET SHALL CONFORM TO THE SPECIFICA- TIONS GIVEN FOR REINFORCED CONCRETE SEWER F IPE JOINT GASKETS. 6. ALL METAL SHALL BE ALUMINUM EXCEPT AS NOTED. 7. FURNI SH ONE COMPLETE SPARE SET OF GASKETS, O -RING &FLAT FOR AN ASSEMBLY OF 1 -10' & 44 SECTIONS OF ACCESS SHAFT. GASKETS SHALL BE PACKAGED IN PROTECTIVE WRAPPING AS RECOMMENDED BY GASKET MANUFACTURER AND MARKED "GASKETS- ACCESS SHAFT'. w ONTRACTOR TO REPLACE zs GASKET AND PROVIDE CHAIN AND LOAD K c rt.cat s DETAIL ss EXISTING O -RING GASKET SECTION s s P� of • <S yti'Z apo� N° � J oe •'AS '1 BINDERS AS NG CED. REMAINDER OF SCALE: 3 " =1' -o AS REQUIRED TO PROVIDE SCALE= I "= I' -o DRAWING IS FOR REFERENCE ONLY WATERTIGHT SEAL THIS DRAWING REDUCED TO HALF SIZE W ^S��FSTE'i O'S T Ell, d G' 0 N4L £N /OhAL£H DESIGNED MCP METROPOLITAN ENG'NEERS MUNICIPALITY O F M E T R 0 PO L I TA N S E AT T L E W21LC WEST POINT KENMORE INTERCEPTOR SECTION 2 ORA'N NUMBER DR.— DS If WG BROWN GND CGLDWELL CccEy A%FD KRGMEn c. _ Su T-EG s G E M E, RvvE ,o R ,.E eggqpvEE G ' ^ = SY ST E X ACCESS SHAFT 9 MEET NU MBER CREC,cED �j� HILL GND INGMGN P W BECK uN_• GSSOCGTES Oez w. £ .A «• M<..,Aa., E ...,: R,O.M,< ,.«. .,e,,.. E.,..«., ,•«/ . -Ms<. ,. •.v.Eq•«.z o- . M<,.o "_o_. E_R „ «_.= .e „o, .. "oa,A <A,,.< AS NOTED AUG 1964 PLAN, SECTION AND DETAILS 12 OF 27 _ Tetra Tech / KCM, Inc. NO SCALE CITY OF KENNYDALELAKEFRONT MAY 2003 R —_ 1917 First Avenue RENTON SEWERIMPROVEMENT Seattle, Washington 98101 ® 1 DRAWING CONFORMED TO CONSTRUCTION RECORDS 12/03 L «E ••a J DATUM Planning /Building /Public Works Dept. KENMORE INTERCEPTOR SECTION 2 S3 •wp •�>• —lab! 206 -443 -5300 Fax: 20&- 43 -5372 NO. REVISION BY DATE APPR '�' — 'ACCESS SHAFT �" �o °`ao SCANNED Wd 2 8 2=5v Cl),, . S -3062 RO L 1 19:1 L FR HJ N 1