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HomeMy WebLinkAboutzS-2986SetSEC.23, T.23 N., R.5 E., W.M. woow� SR169 42+241.088= 1154TH 1+005-691 BEGIN PROJECT Cj) n­ — co tQ > 152ND AVE. s.E. V rsic"OIA NE / � ® � I 6 L AP E- � w L L Y X m LAI it RmF u, 0 3: 'H PL. S.E. 1+ ul N 14*18'51" E 36 M...m V) Ld z _j 3: ILL --jr­ A5 10 15 _RS 34 — 33 32 I'll, ]SHED GRADE 34 im m 100 10 1 g EXIST. SSMH STA. 1 TOP ELI KING COUNTY R70 2 03 .6, 3.5 -32-19 n RT 32.04 28.29 31 30 0 0, 33 + II _T "—'CLEANOU Flo 29 I p 32 g, pr, q 28 "W I R#f K& EXISI. < 31 27 RIVE INTERCEFTOR 0 ROP CO SEE DEV nm qrw- Ld q R &% AI N -gg i 30 THIS SHEET MODIFIED TO R §1 26 25 REFLECT CONSTRUCTION QQ -EXIST LE = 26.4 24 29 RECORDS., APRIL 2ob6l )mn, pvc 0+950 0+975 1+000 1+025 1 Ix ICHECKED: FIELD BOOK: SURVEYED:-- SURVEY BASE MAP: DESIGN ENTERED: FOTES DESIGNED VANDERBURG GOTZ 5PE 4-.G4* Penhallegon Associates EL W48TAD w-AdmE F-M jAjcx3BR 800 FlFrH AVENUE SUITE 3800 SEATTLE WASHINGTON 98104-S122 TEL: 206.340 06.340.2255 FAX: .2266 FED. AID No. BRS-M171(001) PROJECT No. 401288 SURVEY No. 23-23-5-23 MAINTENANCE DIVISION No. 4 VAND (t 1.15% Ms- MERIDIAN p 2002 Consulting Engineers, Inc. 2002 1 lFnq­.,i,q Pi-ni- S­reyj�g A -98:Dl PH (21�),­-1855 1 BO0 -9-5-9405 Kilkl­d-�SgZf�tle- Fed .. I Way - Portland DATE REVISION I 'EXPIRES 4/4/ NORM ZONE, METER RmF u, 0 3: 'H PL. S.E. 1+ ul N 14*18'51" E M...m V) Ld z _j 3: ILL --jr­ M 36 35 10 15 _RS I'll, ]SHED GRADE 34 im m 100 10 1 g 0 0, 33 + r N 32 g, pr, "W I R#f K& < 31 EXIST. GRADE 0 Ld &% AI N -gg i 30 THIS SHEET MODIFIED TO R §1 REFLECT CONSTRUCTION QQ SAN- R SEWER: 29 RECORDS., APRIL 2ob6l )mn, pvc F71 I 5PE 4-.G4* 1.15% Ms- MERIDIAN p W.S;P.C.s NORM ZONE, METER 27 26 25 W, 83/91 CALL 2 WORKING 'DAYS' BEFORE YOU DIG 1 1 14-L 1-800-424- L 5555 (UNDERGROUND QTIUTY LOCATIONS ARE APPROX.) 1+075 1: KING COUNTY; DEPT. OF TRANSPORTATION, HAROLD TANIGUCHI, DIRECTOR ELLIOTT BRIDGE4 3166 SHEET 146, OF BRIDGE, REPLACEMENT PROJECT 159 SHEETS SEWER PLAN 311 -25 (146) �T' SCANNED 1, 2 7,12006 40 39 38 37 36 35 34 33 32 NOTE: — DIMENSIONS WITH " *" IN VICINITY OF BIKE TUNNEL WERE MEASURED AT TIME OF INSTALLATION. 31 ** ELEVATIONS AT ABUTMENTS 1 ig & 3 ARE DESIGN VALUES do WERE NOT MEASURED DURING OR AFTER CONSTRUCTION. 30 FIELD BOOK: SURVEY BASE MAP: DESIGN ENTERED: FOTES 2002 DESIGNED VANDERBURG 2002 CHECKED: GOTZ 2003 0 0 a V) W z J U Q O O 2 LO Q N W z J 2 U Q g SEC.23, T.23 N., R.5 E., W.M. IE 508mm Q.D. HDPE ,Y SEWEF IN PIPE SI ILAR TO ON SEW-16 ,. 1 +123.0, 1.1m - - a4 29 ------ - - - - -- 19 .Om 610mm CA SINS CENTER IUNDER TUNNEL 28 TRANSITION COUIPLING 1 +125 DATE I REVISION Penhallegon Associates D EL K PROJECT No. 401288 ` HAROLD, IANIGUCHI; UIKtGIUK i pp ELLE ®TT ®1 —i� ®GE # 3,166 sHEEr 147 . OF Consulting Engineers, Inca goo FiFTH AVENUE SURVEY No. 23- 23 -5 -23 .g. ONE, °b�eCtgg88� BRIDGE REPLACEMENT PROJECT - 159 SHEETS - E,gm —l5 P c S -yi q o SUITE 3800 > SEATTLE. WASHINGTON s z oeioi PH: izo ess aoo aas -aaoe ........... 98104 -3122 E 206:3402 ss MAINTENANCE DIVISION No. 4 �s .4 SEWER" PLAN 311 -25 (147) BY DATE Kirkl-d- S- ffl. -Fed—1 w r- P-11 —d ` A&. 5- 24Ydoo2 SCANNED OCT 27-2006 t CURVE DATA IL 34 °48'45" R 355.000 L 215.696 T 111.293 PI STATION 1 +469.67 PI COORD. N. 401788.945 E. 53013.120 I�Ix FIELD BOOK: SURVEYED: SURVEY BASE MAP_ DESIGN ENTERED:_ DESIGNED VAND CHECKED: GOTZ O (V 2 H-� Q N fn W Z J T U H Q 40 39 38 37 0 In N 36 2 e} 35 Q 34 to w Z J 33 = — U t— Q 32 Q Q �JJ U 100 YR. FLOOD Eli. 31.9 31 I 30 I � ! I .ORDINARY HIGH WATER EL. 29 SEC.23, T.23 N., R.5 E., W.M. cq i Rxo so 1 \ o \ � I / ( a °l \ RAW PL. S.E. (/ ( R W � CKS !—CO•NC ` LO % gt _ -� _ / SSM �4 Y I I PROPOSED STORM STA 1 X336 \ II� DRAIN (TYP) 1.1 �2T SSMH #3 ! 00 — IiIl4' STA. 1 +316.0 1.1m RT 50 SSMH s — toi z 1'f ET 148 SHEETS B HAROLD TANIG DIRECTOR f 2002 Penhallegon Associates K NC. PROJECT No. 401288 s ®UCHI, �+ ELLIOTT BRIDGE # 3166 TES IURG 2002 Consulting Engineers, Inc. E„9 P. su ey 800 FIFTH AVENUE SUITE 3800 SURVEY No. 23- 23 -5 -23 $ aola �13T88� BRIDGE REPLACEMENT PROJECT ee <rg y ieoi za .E.,e s�« iaoa SEATTLE, WASHINGTONslOAI<1L' 2003 cH- 4a' ass 1-300 945 -8aoe 98104 -3122 TEL: 206.340.2255 �,.. CC`A /Cp PLAN SEWER (zos; ...... FAX: 206.340.2266 MAINTENANCE DIVISION No. 4 EXPIRES 4/4/ %1 DATE REVISION BY DATE Kirkland- Seatfle- Federal Way- POrl /antl A3:5 20L.0o6 SI s � �_p .ty 7777, w ra J 5 y ET 148 SHEETS SEC.23, T.23 N., R.5 E., W. M. 48 47 46 45 44 43 42 O O 41 LID 40 Q e— N 39 W Z J 2 38 Q 37 36 cI FIELD BOOK: SURVEYED: SURVEY BASE MAP: DESIGN ENTERED: FOTES 2002 DESIGNED VANDERBURG 2002 CHECKED: GOTZ 2003 DATE STA. TOP: IE = _ WIRE / R/W �— 5 0 —DITCH w \ I I GRAVEL SHOULDER 5 - 10 15.1 W � - - SCALE IN METERS I I i I I L0 48 47 I � I V,_ UJI 45 5 1200 mm 76.7, Om — 44--',L DIA. RT 42.285 IN =39.5 5 EYJER 44 OUT =39 73 9 43 �+ 42 " AS A9ft,AAhAh,& REVISION i+ 425 1 i 1+450 1 1+475 I I Itnzo I I 1 1-800-424 — (UNDERGROUND, UTILITY LOCATIONS ARE APPROX.) FED. AID No. BRS— M171(001) KING COUNTY DEPT. OF TRANSPORTATION SEW -4 r HAROLD TANIGUCHI, DIRECTOR B ELLIOTT BRIDGE # 3166 SHEET 149 � & Penhallegon Associates K Q PROJECT No. 401288 Consulting Engineers, Inc. 800 FIFTH AVENUE SURVEY No. 23- 23 -5 -23 ` - OF a S,�,eY,9 SUITE 3800 a°�j $ i701Bg� BRIDGE REPLACEMENT PROJECT 159 SHEETS so z.- ,coo SEATTLE, WASHINGTON a TEL- 203122 �9fuxeL 311 -25 (149) »., 'z�oc— g_-a.s 800- 945-9 403 AX 206.3 0.2 66 MAINTENANCE DIVISION No. 4 E FIRES 4 SEER PLAN BY DATE Kirkland- Seattle - Federal Way- Poifland , - - --j A3 5- Zgt6Ot SCANNED OCT 2 7 2006 s ws 1 .�. . Rmn r � - FIELD BOOK: SURVEYED: SURVEY BASE MAP: DESIGN ENTERED: FOTES DESIGNED VANDERBUR( CHECKED: GOTZ DATE 59 58 57 56 55 54 53 52 51 50 49 48 SEC.23, T.23 N., R.5 E., W.M. 0 Lo F- W z J 2 U Q 59 58' 57 I - I 56 j I 55 Or m- i SSMH STA. 1 +827.0, TOP ELI. 8 1200m Om - ,55.50- DIA RT 55.487 I14=52 I 5. 74 - I �. I I _ IE 5�-�$5 i OUT=! 2.68 I i I II I 3m STUB SLOPE - WITH � .50% 9 P I I i mm STA. 1 +570, 0.8m L TOP EL 9� I E 59 - +74,58 50_064 j IN -47.43 OUT= 47.361 - - I I ER I I I SP I I �Om I - I i i i59 ( 5`loe I I I , i I I 59 58' 57 56 J r 55 Or m- MANHOLE FRAME AND COVER SEE FRAME AND COVER DETAIL ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE A " TYP. B MANHOLE NOTES: 1. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER MANHOLE FRAME AND COVER DETAIL 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL 48" MH 54" MH 60' MH 'A' 'B' 'C' 'D' 'E' 48' 6" MIN. 5 "MIN 24' MIN. 21' I.D. 54' 8" MIN. 5.5" MIN. 24' MIN. 24' I.D. 60' 8' MIN. 1 6' MIN. 42' MIN. 30" I.D. FOR 5/8 " -11 N.C. x 1 -1/4" S.S. SOC. HD. CAP SCREW (3 REQ'D.) �TYP. NON -SKID PATTERN 2" RAISED LETTERS AS \ REVD. SEE NOTE No.3 BELOW `- UNDERSIDE SHOWN FOR CLARITY 3/4" CORE (TYP.) ON 23" B.C. 5/8 " -11 N.C. 1 -1/2" CORE (TYP.) (LOCKING) ON 23" B.C.(TYP. 3 PL) FRAME (LOCKING) COVER (LOCKING) NOTES: 1. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL 2. USE FRAME AND COVER FOR SEWER (SPECIFY "SEWER" ON COVER), r 5 /8" 3/8 x1_3/8" 1 2" 1 SEAT -II- -II- 2 -1/2 25" SECTION B -B FIELD BOOK: SURVEY BASE MAP: DESIGN ENTERED: FOTES DESIGNED VANDERBUR( CHECKED: GOTZ 26 -3/8" 25 -1/4" 24" 1 6' -� I-- 1-1/4•• 23 -1/,V SECTION A -A MANHOLE FRAME AND COVER NOT TO SCALE REVISION t .r Y ( l� j ®JCFVNE TAD Penhallegon Associates K JACQJAMC ®B, RG. Consulting Engineers, Inc. .. FIFTH AVENUE E g pi-i"3 UTPE 3800' so z iaao SEATTLE, WASHINGTON s 9eo 98104 -3122 06) 441-1855 1-800-945-8408 TEL' 206.340.2255 FAX: 206.340.2266 Kirk/antl- Seattle - Federal Way - Portland SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE 24" STEEL CASING CITY OF RENTON UTILITY DEPARTMENT, THE SPECIAL PROVISIONS AND THE CURRENT EDITION OF THE PIPE WSDOT /APWA STANDARDS AND SPECIFICATIONS. O.D. =24.0" (609.6mm) 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S I.D. =23.8" (604.52) RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 3. A PRECONSTRUCTION CONFERENCE AND A 72 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW NOTE: SANITARY SEWER CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE CITY OF PER SUBMITTAL OF FEB 23,/���, / RENTON'S REPRESENTN 2005, CASING PIPE WALL E PRIOR TO LAYING PIPE, INSTALLING CASING OR PLACING MANHOLE SECTIONS. i THICKNESS IS 0.135 INCHES ANY PIPE LAID WITHOUT 24 HOURS NOTICE SHALL BE UNCOVERED, EXAMINED BY THE CITY AND MATERIAL SPECIFICATION: ASTM RECOVERED AT NO ADDITIONAL EXPENSE TO THE OWNER. A1011- 03aSS, Gr 36 TYPE 1 4. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE SUPPLIED BY NORTHWEST PIPE OVER ALL OTHER PLANS. COMPANY PIPE SPECIFICATION 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION iS IN AWWA C- 200 -97. I O.D. PIPE PROGRESS. THE CONTRACTOR WILL PROVIDE CONSTRUCTION STAKING. O.D. =2.4" ( 467.36 6. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY / I LD. =18.4' (467.36 SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR POLYETHYLENE CASING ' LICENSED PROFESSIONAL SURVEYOR. INSULATOR SEGMENT 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE (TYPICAL OF 5) - DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 RUNNER HEIGHT = 1" PERCENT OF MAXIMUM DENSITY. 'THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER SPACE CASING ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER INSULATORS 72 FOR 20x24 PIPE SHALL BE THE SAME AS DESCRIBED: 6.5' (2m) D.C. INSULATOR, TYP. MAX. I \ p 8. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE \ WITH SECTION 7- 08.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM INVERT ELEV. OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING 'BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. i 9. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D679, SDR 35. PIPE CALLED' OUT AS 0905 SHALL BE PER AWWA C905, Cl 'OUTSIDE DIAMETER, / t SS MACHINE SDR 32.5. SEE SPECIFICATIONS FOR HDPE PIPE. I SCREW AND 10. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE NUT TYP. FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. BOTTOM ELEPI SEE S -33 & 5 -34 FOR OF CASING PIPE UTILITY SUPPORT DETAILS CASING PIPE DETAIL SCALE: 3­=l'-0- 35.99 36.015 L ° a MH PER ° a DETAIL AT a LEFT - 1.52m (60") ° a ° 600mm (24 "0) ` DIMENSION A CASING PIPE rot �y a SEE TABLE ° HDPE PIPE a ,� J - A2C� G I 460mm 1(18 ") OUT IE 25 (1 ") LOWER THAN 34.17 I CASING PIPE lE 1 �34.36I 34.31 ° e CASING INSULATOR f CHANNEL TO MEET & MATCH CASING :PIPE. SMOOTH AMBIENT TEMP TRANSTION TO ALLOW. CASING 0 TIME OF DIM A" DIM "A" INSULATOR TO SLIDE BACK INSTALLATION ('F) (mm) (in) ® AND FORTH IN CHANNELING 70' F 460 18 50 - 70' F 300 12 THIS SHEET MODIFIED TO SECTION THRU SSMH #2 30* - 5a F 100 4 REFLECT CONSTRUCTION SCAJI: 1 " =1' -0° RECORDS. APRIL 2006 FED. AID No. BRS -M 171(001) aaxn KING COUNTY DEPT. OF TRANSPORTATION SEW -6 1% a HAROLD TANIGUCHI, DIRECTOR PROJECT No. 401288 SHEET 151 ELLIOTT BRIDGE # 3166 OF SURVEY No. 23- 23 -5 -23 8$$9 BRIDGE REPLACEMENT PROJECT 159 SHEETS �s10HA1, �' MAINTENANCE DIVISION No. 4 1 EMKS 4/4/ SEWER DETAILS 311 -25 (151) 1` N3.5.2gWOL' SCANNED OCT 2 7 2006 u� E3,. { { FIELD BOOK: SURVEY BASE MAP: DESIGN ENTERED: FOTES 2002 DESIGNED VANDERBURG 2002 CHECKED: _ GOTZ 2003 DATE 104 102 100 98 96 94 92 90 88 86 ELEV. IN FEET J i mI m U / � WW GRADE 24" RING EXIST 72" 24" RING 05011 METRO MH N0. 105.25 ING 1(32.037) R10 -52 (32.081) 32 —� 18" PVC CAP 30 18 "x18 "x18 "x15" FABRICATED CROSS IE 92.81 (28.29) NOTE: PIPE & SLUICE GATES FOR LANDFILL LEACHATE NOT SHOWN iE 86.35 (26.32) 18" PVC (460) l I... 24" CONC. 87.47 (26.66) EXIST 24" STUB S= 0.0015 PER METRO DWG SECTION SCALE 1/4" =1' -0" EXIST 72" METRO MH ST 10' LONG EXIST. CEDAR RIVER EXIST STUB PER INTERCEPTOR 36" RCP PER DWG DATED METRO DWG % FEB. 1976 �I FLOW I' 36" RCP I 1 24" CONIC. STUB � INSTALLED APPROX. 1976 ' o (BELOW) 15.90 I ID I � X AS CONSTRUCTED 1 ( SEWER ALIGNMENT o m L i� U) m I Z ,I 00 4'X6' CONC. 1 311 POURED IN PLACE PLAN VIEW SCALE 1/4 " =1' -0" —15" PVC (400) 28 EXIST CONIC PLUG 26 ELEV. IN METERS NOTE: SOURCE FOR EXISTING CONCRETE PIPE STUBS WAS METRO DRAWING TITLED "KING COUNTY WATER DISTRICT 90, CEDAR RIVER INTERCEPTOR - SECTION 4" DATED FEBRUARY 1976 W /NOTE "NOT AS BUILT" ® ASV D e.JGFW-JFrno Penhallegon Associates 1 K ICFY�E JAMB. lNC. Consulting Engineers, Inc. 600 FIFTH AVENUE Eng neey rg Piann ng S­,,,,pig SUITE 3800 yoo z a Site yooa SEATTLE. WASHINGTON se eiol 96104 -3122 a ;za e s eoo y<� saas TEL- 206.340.2255 FAX: 206.340.2266 REVISION BY DATE Kirkland- Seall/e- Federal Way - Portland FED. AID No. BRS —M 171(001) anxv KING COUNTY DEPT. OF TRANSPORTATION SEW -7 HAROLDD •TANIGUCHI, DIRECTOR PROJECT No. 401288 ` ELLIO'I 0 BRIDGE � 3166 SOF 152 SURVEY No. 23- 23 -5 -23 $dCj8011dgg� BRIDGE REPLACEMENT PROJECT 159 SHEETS �siox►r.� y MAINTENANCE DIVISION No. 4 owls W/4/ SEWER'. DETAILS 311 -25 (152) f 3 �} mug'. /7# 1 ELEVATION IN METERS (TYP) FRAME, COVER AND r'�� t. o 1 ADJUSTING RING PER I SANITARY OLE TYPICAL 37.0 j DETAIL ON S 6 I ; I THIS SHEET MODIFIED TO { REFLECT CONSTRUCTION RECORDS. APRIL 2006 J�.076 -36.5 [37 CONE�T CONCENTRIC o STEP — — — — — —36.0 L 610 [247 PRECAST —35.5 I BASE SECTION /SECTION 1.220 [48.1 THRU SSMH #4 NOT USED SCALE 1"=l'-0"` NOTE: DETAIL NOT USED. MANHOLES WITH FLAT TOPS WERE INSTALLED. BASE UNIT WAS 3' HIGH. i y Of I` t A' WE EP FED. AID No. BRS —M 171(001) anxv KING COUNTY DEPT. OF TRANSPORTATION SEW -7 HAROLDD •TANIGUCHI, DIRECTOR PROJECT No. 401288 ` ELLIO'I 0 BRIDGE � 3166 SOF 152 SURVEY No. 23- 23 -5 -23 $dCj8011dgg� BRIDGE REPLACEMENT PROJECT 159 SHEETS �siox►r.� y MAINTENANCE DIVISION No. 4 owls W/4/ SEWER'. DETAILS 311 -25 (152) f 3 �} mug'. /7# 1 r'�� t. o I ; I THIS SHEET MODIFIED TO i REFLECT CONSTRUCTION RECORDS. APRIL 2006 FED. AID No. BRS —M 171(001) anxv KING COUNTY DEPT. OF TRANSPORTATION SEW -7 HAROLDD •TANIGUCHI, DIRECTOR PROJECT No. 401288 ` ELLIO'I 0 BRIDGE � 3166 SOF 152 SURVEY No. 23- 23 -5 -23 $dCj8011dgg� BRIDGE REPLACEMENT PROJECT 159 SHEETS �siox►r.� y MAINTENANCE DIVISION No. 4 owls W/4/ SEWER'. DETAILS 311 -25 (152) f 3 �}