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HomeMy WebLinkAboutzS-2226Set51 SOUTH LYNNWOOD 40 SNOHOMISH CO. KING CO. POULSBO -- -_ :- P REDMOND ...... 5 _.... 52 ... ...m'::: ::::. ..... 7. .... .. - -...- ::: ..... BELL mss. : :•: :•: :-:::•:: :-:::.- :: :: : :: SEATTLE 90 :. • ...: ....... BRE TO KWILA 40 RENTON VASHON -= ISLAND KENT ..- .. ............. MAPLE VALLEY 76 SITE LOCATION s AUBURN KING CO. PIERCE CO. TACOMA yy, IIIj 1 DRAWING INDEX DRAWING SHEET TITLE NO NO G100 1 VICINITY MAP, LOCATION MAP AND DRAWING INDEX See original fil 5701 2 KEY SHEET signatures, and G102 3 ABBREVIATIONS, STANDARD SYMBOLS AND LEGEND G103 4 GENERAL NOTES AND CONSTRUCTION NOTES C100 5 SURVEY CONTROL AND CONSTRUCTION LIMITS STA M53+00 TO M80 +00 Clot 6 SURVEY CONTROL AND CONSTRUCTION LIMITS STA M80+00 TO M94+27.21 C102 7 TEMPORARY EROSION SEDIMENTATION CONTROL (TESC) STA. M52 +79.74 TO M80+00 4 C103 8 TEMPORARY EROSION SEDIMENTATION CONTROL (TESC) STA. M80+00 TO M94+27.21 C104 9 TESC DETAILS AND NOTES C105 10 PLAN AND PRORLE STA. 52 +50 TO 57 +50 C106 11 PLAN AND PROFILE STA 57 +50 TO 62 +80 C107 12 PLAN AND PROFILE STA 62 +80 TO 68 +00 C108 13 PLAN AND PROFILE STA 68 +00 TO 73 +00 C109 14 PLAN AND PROFILE STA. 73 +00 TO 78 +00 C110 15 PLAN AND PRORLE STA 78 +00 TO 83 +00 C11i 16 PLAN AND PROFILE STA. 83 +00 TO 88 +50 C112 17 PLAN AND, PRORLE STA. 88 +50 TO 93 +45 C113 1S TYPICAL PIPE DETAILS SHEET 1 3 C114 19 TYPICAL PIPE DETAILS SHEET 2 C115 20 PIPE BEDDING, TRENCHING AND SHORING DETAILS C116 21 STOP LOG DETAILS C117 22 ROADWAY RESTORATIONS SECTIONS AND DETAILS C118 23 STRIPING AND LANDSCAPING RESTORATION PLAN 5101 24 STRUCTURAL NOTES 5102 25 PIPE LOADING S103 26 NORTH END CROSSING STRUCTURE — PLAN & SECTION f 5104 27 NORTH END CROSSING STRUCTURE — SECTIONS 5105 28 NORTH END CROSSING STRUCTURE — SECTION & DETAILS 5106 29 SOUTH END CROSSING STRUCTURE — PLAN /►/ /TV ILA AD LOCATION IWA S107 30 SOUTH END CROSSING 2 VIC STRUCTURE — SECTION & DETAILS a / /`TI• • • •si�� S708 31 SPRINGBROOK CROSSING STRUCTURE — PLAN /SECTION NO SCALE NO SCALE S109 32 SPRINGBROOK CROSSING STRUCTURE — SECTIONS z� - - OU -22246 01 Z r Z Q 1 1 U nQ N F U 1323..5® Q REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 - - Garry Struthers - Associates,. Inc. ®° 2955 80th Avenue SE o Mercer Island, WA. — BY DATE - - - QT. ■ � � " E T R O Municipality of Metropolitan Seattle JULY 19" DRAWN- CHEa<ED: SCALE: SOUTH INTERCEPTOR PARALLEL - FILE NO- - mm. G.T./B.T. PHASE 11 A76 `E`O"M�D- As o.. VICINITY MAP, LOCATION MAPS DRAWMG 1 • CONTRACT N0: - � 1 V O W/M 29 -94 AND DRAWING INDEX SHEET ND: NO: REVISION WW ?7 F G�; ti C D E FIR 3 s 9 � i' r d 2�4X BOLL See original fil copies for submittal an approval signatures, and or engineer's professi I sea[ 6 QT. ■ � � " E T R O Municipality of Metropolitan Seattle JULY 19" DRAWN- CHEa<ED: SCALE: SOUTH INTERCEPTOR PARALLEL - FILE NO- - mm. G.T./B.T. PHASE 11 A76 `E`O"M�D- As o.. VICINITY MAP, LOCATION MAPS DRAWMG 1 • CONTRACT N0: - � 1 V O W/M 29 -94 AND DRAWING INDEX SHEET ND: NO: REVISION WW ?7 F G�; ti C D E FIR 3 s 9 � i' r d 2�4X BOLL 5 4 3 Z 1 n a N.E. 7777 0107 1/4 - SC. 25. - T.23N -,. R.4E., W.M. I� 0112 � ! C7Oa S.E. 1 /4 SEC.' T.23N., R E., RA L., W-M. N.E. 1/4- SEC.. 36, T.23N., RAE., W.M. to to + CITY -OF RENTON a� wo F NORTH ROSSINGJDSTRUCTURE tF!) way EXISTING R78 -1 R78�A -12 N OAKESDALE -AVE. S.W. EXISTING 72� SS END M INTERCEPTOR �� ROPOSED ?i M 18A -15 1-R18A -156 �7 Rt8f -17 �Rt8A -t7B 3 r— R18A -18 R18A -21 1 8P SS k EXISTING R78A -11 os CONNECTION TO to BEND NG 72' SS . EXISTING 72" SS (t3 EXISTING 108' SS N R18A -14. 1&0. -t6 O EXISTING 72• SS Q R78A -19 ix OO METRO SOUTH W F SROSSING STRUCTURE e+; N+ INTERCEPTOR t7 CROSSINGSTRUC CREEK R18A -2/ sl M +� 3 n� 3 3 N LLI Ui tri wo KEY PLAN FOR 20 SCALE SHEETS SECTION 25 SECTION 36 0 o-0 1" 200' a� c cFi1 F o N Fitt OAKESDALE AVE. S.W. `t' M 3 3 3 3 vi vi Vi _ I t I j j cloo a C1i32 c1o1 a C103 ; N N O 1% NO + �' F + S_i.� NMj +pMj o�D +� M m 3 KEY ` PLAN FOR 50 SCALE SHEETS zoo 0 zoo 400 e60 = Z o w 'n I a 1" =200' wa a- a � a. Z N W Cn w O FEET o rn w Q Z d® (1'=200') j In wQ wd� 1, Q]ad' ag 132351 UAIL- s' m CCOMODAIE wxr 1 /2D /e5 BT _4ULY t996 �,- M S T R ® Municipality of Metropolitan Seattle n,rns) PER rnr or RENroN Ii -s 94 See original file copies for T. nE N6 Garry Struthers Associates, Inc. submittal and approval J.H.W. QT./b.T. - - --- INTERCEPTOR BOIITH � ERCEPTOR PHASE II A718 bNMUMON RECORDS 796 2955 - .:80th Avenue SE .' _ signatures, and for engineer's RECOMMENDED t'�20o'. avn+G NO. Mercer Island, WA professi na seal CONTWT NO, KEY SHEET 6101 APPRErVM REVISION BY Dare - - - - W/ii 29-94 - MEET Na 2 ff 32 16 r c r G /L.� i'_ .> Z­ H 24,x( ROLL 158 FIR 3. �6 2 C10Q 7777 0107 _ Ct1Q ` C1'N� - _ I� 0112 � ! C7Oa EXISTING R78A -11 os CONNECTION TO to BEND NG 72' SS . EXISTING 72" SS (t3 EXISTING 108' SS N R18A -14. 1&0. -t6 O EXISTING 72• SS Q R78A -19 ix OO METRO SOUTH W F SROSSING STRUCTURE e+; N+ INTERCEPTOR t7 CROSSINGSTRUC CREEK R18A -2/ sl M +� 3 n� 3 3 N LLI Ui tri wo KEY PLAN FOR 20 SCALE SHEETS SECTION 25 SECTION 36 0 o-0 1" 200' a� c cFi1 F o N Fitt OAKESDALE AVE. S.W. `t' M 3 3 3 3 vi vi Vi _ I t I j j cloo a C1i32 c1o1 a C103 ; N N O 1% NO + �' F + S_i.� NMj +pMj o�D +� M m 3 KEY ` PLAN FOR 50 SCALE SHEETS zoo 0 zoo 400 e60 = Z o w 'n I a 1" =200' wa a- a � a. Z N W Cn w O FEET o rn w Q Z d® (1'=200') j In wQ wd� 1, Q]ad' ag 132351 UAIL- s' m CCOMODAIE wxr 1 /2D /e5 BT _4ULY t996 �,- M S T R ® Municipality of Metropolitan Seattle n,rns) PER rnr or RENroN Ii -s 94 See original file copies for T. nE N6 Garry Struthers Associates, Inc. submittal and approval J.H.W. QT./b.T. - - --- INTERCEPTOR BOIITH � ERCEPTOR PHASE II A718 bNMUMON RECORDS 796 2955 - .:80th Avenue SE .' _ signatures, and for engineer's RECOMMENDED t'�20o'. avn+G NO. Mercer Island, WA professi na seal CONTWT NO, KEY SHEET 6101 APPRErVM REVISION BY Dare - - - - W/ii 29-94 - MEET Na 2 ff 32 16 r c r G /L.� i'_ .> Z­ H 24,x( ROLL 158 FIR 3. �6 2 TYPICAL SECTpIONa jAN�D., ABBREVIATIONS DETAIL ABBR ABBREVIATED) CHAM CHAMFER DIFF DIFFERENTIAL FM FORCE MARY FWD FORWARD MATL MAX MATERIAL MAXIMUM REQD RET REQUIRED REFAIN(ING) :NUMBERING ACT ACTIVATED CH CV CHANNEL. CABINET HEATER CHECK VALVE, CONTROL VALVE DIM DISCH DIMENS�N(ED DISCEWNGE(m -FEN FOUNDATION MECH MECHANICAL REFW RT RETAINING WALL RIGHT ADPT AD ADAPTER ADDENDUM CHEM CHEMICAL DISC DISCONNECT FURN FURNISHED FUF'. FUTURE NJ MED MECHANICAL JOINT MEDIUM RH RIGHT HAND ADD ADH ADDITIONAL ADHESIVE CO CLR CLEANOUT CLEAR. CLEARANCE ON DWG DOWN DRAWING GAILV GALVANIZED GSKT GASKET MIN MINIMUM R/W RDWY RIGHT -OF -WAY ROADWAY (1) SECTION CUT TAKEN ON SHEET 20 ADJ ADJUSTABLE CLK COMPT CLOCK COMPARTMENT DAB DIP DRILLED ANCHOR BOLT DUCTILE IRON PIPE GV CATE VALVE M6C MISCELLANEOUS SAF SCH SAFETY SCHEDULE 8 S AGG AMB AGGREGATE AMBIENT COMP COMPLETE(TION). COMPACTION) EE EACH END, ENGINE EXHAUSST GA GAUGE GEN GENERAL. GENERATOR MAC METRO MDRURE MUNICIPALITY OF METROPOLITAN SEATTLE SEC SECOND, SECONDARY DIRECTION SECTION SECTION LETTER IS LOOKING ANSI AMERICAN NATIONAL STANDARDS INSTITUTE COMPR COMPRESSOR ff EACH FACE. EXHAUST FAN WAY GL t ERNE WTR-C2 NONPOTABLE CRY WATER SECT SECTION _ ANC ANCHOR CAD CARD COMPUTER AIDED DESIGN COMPUTER AIDED DESIGN & DRAFTING EF EWEF EACH EACH WAY EACH FACE GOV GLOBE VALVE C2 NON I E CITY WATER SEW SK SEWER SKETCH �or AB AGV ANCHOR BOLT ANGLE GATE VALVE CMA COMPUTER- MANUAL -AUTO CONTROL STATION EA EACH GR GRATE GRTG GRATING AIRS NOING STEM RISIN SHEET ON WHICH SECTION WAS TAKEN —� —SHEET ON WHICH AV ANGLE VALVE, ACID VENT CONC CONCRETE ESMT E EASiMENT EAST GND GROUND �p 5L SOUTH SECTION APPEARS AVE AVENUE CCP CONCRETE CYLINDER PIPE ELL ELBOW GIRT GROUT NLC NOT CONTRACT SPC SPACE ARCH ARCHITECTURAL) CCSP CONCRETE LINED & COATED STEEL PIPE ELEVATION (Q�) GO GUARD LATE T NOT 70 EXCEED SPG SPACING (2) SHEET 20 SHOWS THE SECTION & IS ASTM AMERICAN SOCIETY FOR TESTING MATERIALS CMU CONCRETE MASONRY UNIT EL EMIR EMBEDDED. EMBEDMENT HH HAND HOLE Nis NOT TO SCALE SQ SQUARE _ IDENTIFIED AS BELOW AUX AUXILLARY CLADS CNEI CONDENSATE CONDUIT EMER EMERGENCY HS_ HAND STATION O/C ON CENTER SS STD SANITARY SEWER STANDARD SECTION LETTER - AVG BPR • B/B AVERAGE BACK PRESSURE REGULATOR BACK TO BACK CONN CONTT CONNECT(OR)(ION) CONSTRUCT(ION)(ED) ENCL EC ENCLOSURE - END OF CURVE - H HANG HDWR HARDWARE OHP OPNG ORK' OVERHEAD POWER OPENING ORIgNAL STA STG STATION STARTING IDENTIFIER SK BACK. BOOK CJ CONSTRUCTION JOINT ENGR ENGINEER HEIR HEADER HT HEIGHT OA OVERALL 57L STEEL SCALES SO2 BCFV BFP BACKFLOW CHECK VALVE BACKFLOW PREVENT€R COTR CONT CONTACTOR CONTINUE(D), CONTROL., CONTINUOUS ENTR ED ENiER,-ENTRANCE EQUAL HL OVFL PVT OVERFLOW PAVEMENT SD STrtiiCT STORM DRAIN STRUCTURE SHEET ON WHICH � �SECTI ON WHICH BAC BACTERIA, BACTERIOLOGICAL CONTR CONTRACT(OR) EQUIP EQD EQUIPMENT EQUIPMENT DRAIN HIGH HORI HIGH WATER tlORQ HORIZONTAL (FOR} PERM PERMANENT SW WS SOUTHWEST SECTION WAS TAKEN SECTION APPEARS BALV BV BALANCING VALVE BALL VALVE CORP CRE CORPORATION .. CORROSION RESISTANT EDUIV EST EQUIVALENT ESTIMATE(D) IN INCH INFO INFORMATION PHASE PNC PHRASE PT OF INTERSECTION OF VERTICAL CURVE TAN TEL TANGENT TELEPHONE BSN BAR SCREEN CORR CORRUGATED EXC EXCAVATION ID INSIDE DIAMETER PSI POUNDS PER SQUARE INCH T.E.S.C. TEMPORARY EROSION SEDIMENTATION CONTROL (3) DETAILS ARE CROSS- REFERENCED BM BEAM, BENCHMARK CMP CORRUGATED METAL PIPE EXIST EXISTING IF Ate Py POINT TYP TYPICAL IN A SIMILAR MANNER, EXCEPT BRG BM BEARING BEARING TEMPERATURE CTR CCW COUNTER COUNTER CLOCKWISE ES DIETING SURFACE INSTALL- PAL PC POLYVINYL CHLORIDE PORTLAND CEMENT UG UN UNDERGROUND UNION THAT DETAILS ARE IDENTIFIED BY NUMBER RATHER THAN BY 4 4 BCR BEGINNING OF CURVE CENTER CSK COUNTERSINK(SUNK) EJ EXPANSION JOINT lNT INTERIOR- ROBW - INVEL' INVERT ELEVATION (!E} VP AL POLE LETTER BLK BLACK, BLOCKING) CPLG COUPLING IXT EXTERIOR INVERT: INVERSE PP POWER POLE BF BO BLIND FLANGE BLOWOFF CRN XLP CRANE CROSS- LINKED POLYETHYLENE EX FAQ EXTRA F X�TFlEI]t710N) JOINT EklQ2 p P/C p_�m PRECAST CONCRETE VC VCP VERTICAL CURVE VITRIFIED CLAY PIPE BC BOLT CIRCLE, BEGIN CURVE BOTTOM OF PIPE CUFF CFH CUBIC FEET (FOOT) CUBIC FEET PER HOUR F FF FACE FAR FACE FINISFED FLOOR JF BP jP'OI�AYD QR Ql VOL WTR VOLUME WATER BOP BLVD BOULEVARD CFM CUBIC FEET PER MINUTE FS FAR SITE LVL LEVEL R RADIUS. RISER WF WIDE FLANGE BKT BRACKET CFS CUBIC FEET PER SECOND FED FEDERAL ILL LOW LEVEL RR RAILROAD W/ WITH BLDG BUILDING CUIN CUlfl CUBIC INCH CUBIC METER FIG FLT F FILTER, FLOAT LW LOIN WATER REC RECEIVE w/O WEST BUV BP BUTTERFLY VALVE BYPASS CUYO CUBIC YARD FCR FiNE CRUSHED ROCK LWL LOW WATER LEVEL RECD [ED RECEIVE REDUCE. REDUCER CDF CONTROL DENSITY FILL CYL CYLINDER FIN FINISHED LWR LOWER - CI CIP CAST IRON CAST IRON PIPE DEC DEPT DECREASING DEPARTMENT FTHG FIX FITTING FIXTURE fAOf MGMY MANAGEMENT REG RE?IFORCE(ED)(iNG) RERE nED} CEM CEMENT DESCR DESCRIBE FCA FLG FLANGE COUPLING ADAPTER FLANGE(D) " MH MANHOLE C ��EN CONCRETE CMG CEMENT MORTAR COATED DSGN DESIGN FLEX MAN RCP FORCED CONCRETE PIPE CML CEMENT MORTAR LINED DET DIAG DETAIL DIAGRAM FL FLOOR LINE. FLOW LINE MFD" MANUFACTURED REBAR REINFORCING BAR (CONCRETE) CTR C/C CENTER CENTER TO CENTER DIA DIAMETER FT FIG FOOT, FEET FOOTING MFR MANUFACTURE]? MANUFACTURING REST_ REM REINFORCING STEEL RE CL CENTER LINE. CHLORINE, CURRENT LIMITING MCI MA7ICAC� __•��(E�..-- RED RED(') STANDARD SYMBOLS 3 3 NATURAL GROUND OR GRADE (\�/ STREET LIGHT OHP - OVERHEAD POWER LINE _ _ _ — �E TRAVELED WAY. ' ICE OR HL LINE l 1 TEL BURIED TELEPHONE CABLE HANDRAIL NATURAL GROUND OR GRADE ® VALVE TS TRAFFIC SIGNAL CONDUIT (FLOW ACTION) ROCK FIRE HYDRANT - NEW FORCE MAIN: SEWER OR WATER OUTLINE OR BOUNDARY DCONCRETE ❑ WATER METER BOX - E - 925 .c7CfSTING CONTOUR - - • z PRECAST CONCRETE ❑ CATCH BASIN OR INLET 125 PROPOSED CONTOUR GRID LINE - - CONCRETE BLOCK 8" DECIDUOUS TREE & SIZE CONSTRUCTION EASEMENT E 31—! UTILITY NOTE 2 Z CENTER LINE OF PIPE O000C)o0�DD�O WOOD POSTS Ll1(1GCld BRICK 4^ %�\ EVERGREEN TREE &SIZE EXIST- LIL`Fff PILE - CENTER LINE OF ROAD STEEL ® COORDINATE CALL OUT O POWER POLE -- PROPERTY LINE CxgNSTRUCTKXY EASEMENT t CHECKER PLATE 12 "SD STORM DRAIN & SIZE SECTION OR _. ............. TEMPORARY - - - -- _-_ SUBDIVISION LINE PERMANENT EASEMENT BOUNDARIES J 10•'SS SANITARY SEWER & SIZE GRATE OUTLINE EXIST. FILTER FABRIC FENCE — — — — EXISTING SANITARY SEWER. INSTALLATION z J LARGER THAN 36° o c� SURVEY MONUMENT OR PERMANENT BENCH MARK 108 SS PROPOSED SANITARY SEWER LARGER THAN 36� = CEMENT CONCRETE PVT (NO CURB) M57+00 = MONUMENT LINE STATION o 0 z� 0 U ��� 57-FOO = PIPE LINE STATION ¢ ' T v\ EXISTING MANHOLE 6 "W WATER MAIN & SIZE —.X— —X— —,. EXISTING FENCE w ti 12•'F FIRE MAIN & SIZE WETLANDS SYMBOL o J NEW MANHOLE EXIST. CULVERT, /PIPE � - - z P BURIED POWER CABLE - RAILROAD {DOUBLE TRACK} EXISTING CONCRETE EARRERS. - _ ¢ ® SOIL BORING & DESIGNATION PLUG ON SANITARY .SEWER RAILROAD (SINGIJ TRRACK}., .. _ . _ WETLANDS 80UNDRY 1 32352.. REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 F.H.L. I M E T R ® MmYCipaft of Metropolitan Seattle JULY 19l)6 Garry Struthers Associates, Inc. See original file copies for t CHECKED s FILE N0 SOUTH INTERCEPTOR PARALLEL RCEPTO11 © submittal an approval J.H.NL G.T./R.T. A--76 PHASE I -. 2955 .80th Avenue SE. Signatures, and r engineer's RECOMMU i seal NONE DRAwttNC No: ABBREVIATIONS, STANDARD professi n coNlR�crNO: G102 Mercer island, WA. 9 6' w/M 2s -a4 SYMBOLS A'ND LEGEND SHM N0., OF az d!! !!b REVISION i _222� BY DATE - - D E F G_ z z 2 e 3 H A C - i u i 24X ROLL ✓ ®... FIR ... w`0 - ,. �L S 4 1 3 2 GENERAL NOTES: 1. SURVEY CONTROL MONUMENTS ARE LOCATED WITHIN THE EXISTING R.O.W. OF OAKESDALE AVENUE. SURVEY CONTROL MOUNMENTS REPRESENT THE CENTERLINE ALIGNMENT OF OAKESDALE AVENUE AS ORIGINALLY SURVEYED. THE COORDINATES SHOWN ARE BASED ON THE COORDINATE SYSTEM USED FOR THE SOUTH INTERCEPTOR PARALLEL PHASE -1 AND WAS DEVELOPED BY SURVEY MEASURMENTS USING THE TWO POSITIONS FOUND IN THE FIELD AND SHOWN ON THE PLAN SHEET 0101 OF THAT PROJECT AS LISTED HEREON: TRAVERSE POINT N 69,422.31 E 54,047.65 STATION 55+50.00 (END SURVEY CONTROL LINE) N 67,988.64 E 54,026.14 VERTICAL CONTROL IS BASED ON THE BENCHMARK USED ON THE SOUTH INTECEPTOR PARALLEL PHASE -1 PROJECT BEING THE TOP OF THE MONUMENT CASING LID ON THE CASED MONUMENT ON THE CENTERLINE OF OAKESDALE AVENUE AT THE CENTER OF THE CUL DE SAC LOCATED 402 FEET NORTH OF THE INTERSECTION OF S.W. 31ST STREET AND OAKESDALE AVENUE- COORDINATES- N 68,257.42 E 54,085.88 2. VERTICAL ELEVATIONS ARE BASED ON METRO DATUM WHICH IS NVGD (USC & GS GEODETIC MEAN SEA LEVEL) PLUS 100 FEET- 3 1 EXISTING UTILITIES AND OTHER SUBSURFACE INFORMATION SHOWN ON THE PLANS IS NOT GUARANTEED TO BE ACCURATE OR COMPLETE. THE CONTRACTOR SHALL LOCATE ANY SUBSURFACE OBJECTS THAT MAY AFFECT OR CONFLICT WITH THE WORK OF THIS CONTRACT. 4. WETLAND BOUNDARIES SHOWN ON THE PLANS WERE DEVELOPED USING THE 1987 AND 1989 FEDERAL MANUALS FOR IDENTIFYING AND DELINEATING JURISDICTIONAL WETLANDS. 5. A COPY OF ALL DESIGN STANDARDS SPECIFIED FOR USE ON -SITE SHALL BE AVAILABLE IN THE CONTRACTOR'S OFFICE AT ALL TIMES. 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION AND EROSION CONTROL FACILITIES AND POLICIES, TO ENSURE THAT EROSION OF THE SITE DOES NOT OCCUR AND THAT SEDIMENT -LADEN WATER DOES NOT LEAVE THE SITE. FACILITIES AND POLICIES SHALL BE ADJUSTED AS SEASONAL CHANGES OCCUR AND AS SITE CONDITIONS CHANGE. 7. THE CONTRACTOR SHALL PROVIDE CONTINUAL., RATHER THAN PERIODIC, MAINTENANCE AND CLEANING OF THE WORK AREAS. THE ROADS AND FACILITIES USED BY THE CONTRACTOR AND THE SUBCONTRACTORS. AND THOSE PORTIONS OF THE CONTRACTOR'S YARD AND THE LAY -DOWN AREA USED BY THE CONTRACTOR AND THE SUBCONTRACTORS_ 8. THE CONTRACTOR SHALL PREVENT CONSTRUCTION DEBRIS FROM ENTERING NEARBY WATERWAYS AND WETLAND AREAS. 9. CONSTRUCTION EQUIPMENT SHALL BE CONTINUOUSLY MAINTAINED IN TOP WORKING ORDER AND FREE FROM LEAKING FLUIDS. EQUIPMENT WHICH, IN THE SOLE OPINION OF THE ENGINEER, IS IN POOR OPERATING CONDITION, SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE ENGINEER. 10. CONSTRUCTION EQUIPMENT SHALL BE SERVICED AND MAINTAINED ONLY WITHIN AREAS APPROVED FOR THAT PURPOSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A REQUEST SHOWING THE AREA AND THE PROVISIONS TO BE MADE FOR BERMING, COLLECTING WASTE OIL, AND PREVENTING RUNOFF OF PETROLEUM PRODUCTS INTO THE SURROUNDING AREAS. 11. PIPES ENCOUNTERED DURING EXCAVATION SHALL BE TRACED OUT AND REMOVED OR SUPPORTED AS REQUIRED DURING CONSTRUCTION_ 12. THE CONTRACTOR SHALL SUBMIT A DETAILED PLAN FOR CONTROLLING DUST ON THE SITE, TO BE APPROVED BY THE ENGINEER. 13. POWER POLES AND TELEPHONE POLES WITHIN THE EASEMENT WHICH CONFLICT WITH PIPE OR STRUCTURE INSTALLATION SHALL BE REMOVED BY THE CONTRACTOR. OVERHEAD POWER AND TELEPHONE LINES WILL BE RELOCATED BY THE CONTRACTOR IN AREAS SHOWN ON THE PLANS. CONTRACTOR WILL COORDINATE WORK WITH THE AFFECTED UTILITIES. ALL WORK PERFORMED BY THE UTILITIES SHALL BE AT THE CONTRACTORS EXPENSE. HIGH VOLTAGE POWER WILL REMAIN IN PLACE NEAR THE PIPELINE - CONTRACTOR SHALL TAKE MEASURES.TO PROTECT WORKERS AND POWER LINES. 14 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD. SAFETY DEVICES,_ PROTECTIVE EQUIPMENT.- FLAGGERS. AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE. HEALTH. AND SAFETY, OF THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT -`ANY WORK WITHIN THE TRAVELED RIGHT - -OF-WAY THAT MAY INTERRUPT. NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL P LAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. CITY OF RENTON 18. ALL 108 AND 84 INCH DIAMETER PIPE SHALL BE M -LOAD DESIGNED REINFORCED CONCRETE PIPE ALL 54 -INCH. DIAMETER PIPE SHALL BE D -LOAD DESIGNED "REINFORCED CONCRETE PIPE. THE WALL THICKNESS AND REINFORCEMENT SHALL BE DESIGNED BY THE PIPE SUPPLIER USING THE LOADS LISTED ON DRAWINGS 5161 AND 5102 S 4 CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AND THE ENGINEER. 15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER 5-22126" ;. DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE v 1 �) 1 SYSTEM PROVIDED DURING CONSTRUCTION. ru REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS -7/96 - Garry-Struthers Associates, Inc. 2955 80th Avenue. -SE Mercer Island, WA. NO' ".REVISION BY DAIS W E F G f -222 O fC . H — - - e I` 24X ROLL l f 132353 See original fil copies for - submittal an .approval signatures, ` and r engineer's profess[ 8 I seal W E F G f -222 O fC . H — - - e I` 24X ROLL l f 132353 B.T. T "® M' G ■ R ® Muntc�"ty of Melrepatm Sedue JULY 1896 DRAWL CIUM, SOUTH INTERCEPTOR — PARALLEL LE ND: A76 J.H.WI. I QT./S.T. NONE PHASE II RANG No- RECOMMENDED. • TRACT N0 : -.. GENERAL NOTES AND G 1 ®3 W/M 29-94 ` STRUCTURAL NOTES SHEET NO: 4 O 32 W E F G f -222 O fC . H — - - e I` 24X ROLL l f .. s 4 3 a i C A 24X ROLL 158 1 f�li ti a F R AL AL A RVEY CONTROL LINE (PHASE 11) AL EQUALS CENTER LINE 1 1 1 IC RIGHT-OF-WAY OF PUBIC RIGHT -OF -WAY AS SHOWN CITY OF RENTON �, N 30` 30 40' 140' CITY OF RENTON i lil SEATTLE TIMES COMPANY _ 1- co i SEATTLE TIMES W N� Z �`' 1 R = ss. w TRILLIUM ~I� (n N - COMPANY = 89'21'40" (n ; CORPORATION BENCH MARIE CASED M N M (CP -1A) WE'E4OS N R = 55.00 co Q 9000'00'IN L = 85.78 ( = I o I! ( F- ,- R = 55.00 O E 54085.8782 i F ° "` ugGy _ _ �� L = 86.39 R = '55.00 \ Im A = 90'38'26 f O STA. M53 +00 � � . d = 90'0000' -� � L = 87A1 ELEV. 117.55 (MONUMENT -LID) =35.00 �_ L = 8-39 LIMITS OF C�Tl�"iiON AT FACE OF CURB (T1rP) -SEATTLE TIMES COMPANY Q ( p CITY OF RENTON e 00 M -. - M+ 00 TING 108 PIPELINE .. O-0 97 IR MFrRo •` = - _ � � A DAB A 7 - 9 +n - -- sFw 1 - - 8 ss - - a:SS R=35.00 .... .. ....... y OF 4 \ \ \\ /- AIIMITS OF t � -p - �R CONSTRU OFFSET 10' nUNDARY (8t m WETLANDS B_ ON EASEMENT LINE v RT FR M PIPE CENTERLINE NM +� WETLANDS EOUNCARY (u7io� ,�� \q1 / MONUMENT (CP -2) � = 55.00 o^ _ woo,00 °D" i o L = 86.39 BURLINGTON NORTHERN RAILROAD ° CASED NT(CP -3 (ALSO ONSTRUCTION UMR) / N 67855. 3152, CITY OF RENTON E 54076.8981 to � � INTERSECTION 2-1994 N 67112.1994 E 54057.4617 a <N z� STA. M57+0266._ ELEV. 117.17 TOP OF CASING aG STA. M60+19.19 I z° STA. M64 +43.03 ELEV_ 117.06 TOP OF CASING 1 PHASE t SURVEY CONTROL LINE J�o vB Q� j CASONUNENT END PHASE 1 SURVEY CONTROL LINE (STATION 55+00) N 2895 EQUALS PHASE II SURVEY CONTROL LINE ' R = 5566 � chi m ANGLE EXTENDS TO ANGLE PT. ap Q ! E 5408 4157 STATION M55+70.71. OFFSET 54.24 RT. _ o ryryI STATION 49+59.15 N 693N 60' RT. FROM PIPE CENTERLINE STA M54+92.50 �� ELEV_ 116.44 -TG "F CASING L = 86.39 i z p 6 : i SE 1/4 SEC.25 T23N R4E E 54050:48 PHASE 1 SURVEY CONTROL LINE CITY OF RENTON [LJ % EQUATION: MONUMENT EQUALS �Zy • PIPE CENTERLINE (CONTINUATION OF PHASE 1 30' 30• i 3 M STATIONING) STATION 54+92.50. OFFSET 6.00' LT_ F / F r SURVEY CONTROL LINE / CENTERW9E RIGHT -OF -WAY STATION M54,-92.50. OFFSET 0.00 56 O 5€3 100 150 �p�sk0 a° 4e!�io SCALE @t FEET Go 0 Nto Y/ OF RENTON \ TRILLIUM CORPORATION I CITY OF RENTON "D CITY r ��rj ° ¢y ° q O. O LIMITS OF CONSTRUCTION AT FACE OF CURB (TYP) �pG ��gyCp \� �9 O LIMITS OF CONSTRUCTION 4::i°.SEC IO2H R = 463.34 yj O m AT FACE OF CURB (TYP) LA-DS BOUr;DAP.Y (E7/89) • STA M74 +30.46 55 �J A = 1417'54' �y f m f O - - - _ - - L = 115.63 - - \ 47.85 - O ° 5 •t M70+ M75+00 LU W z K J- - - - - - - - /ry V P 8'SS P 8 "55 9mSS 4 BURLINGTON w u OF CONSTRUCTION R - 55.06 Ld[� AT ACE OF CURB (iYP) P P 00 °z NORTHERN I �_ a = 9060'00' � y R = 55 -� LIMITS OF CONSTRUCTION � n RAILROAD ! L = 86 -39 �kN A = 90'00'00' AT FACE OF CURB (TYP) o zo f n I BURLINGTON NORTHERN HILRv BD Do Q AD L - � . W N, 71- ( 1 /ts SECTION LINE V) BURLINGTON NORTHERN N �1 I NORTHERN - - RAILROAD � °J RAILROAD Z z BURLINGTON R = 463.34 ¢ z SE 1/4 SEC-25 T 23N R4E A =18.36'46' 30 I L = 150.52 t 133142 B.T. ®� E T R ® � of Matrop lt- s-ft AUGUST 9944 See original fit copies for submittal an approval signatures, and or engineer's t t Garry Struthers: AssocI®LeSs Inc. 295 ®tai Avenue $E B.T. FILE No: DRA6'N= CHECKED. J.H.W. G.T./B.T. SCALE., - 9° = 50' SOUTH IN1 T`;.° - PARAII.r..L..- PHASE N SURVEY CONTROL & CONST. LIMITS A7B oRnwWC N0: RED: .� " Mercer Island,_ VITA. prof s- l seal g coNrRncr Na wM 24 -44 STA. M53 +00 TO M80 +00NO .. - - .. .. p s°F 3a N0: RENSiON WW .. = a�� BY DATE _. FNM- E Ti F .. V G- 22Z�o-s' H C A 24X ROLL 158 1 f�li ti a F R 5 4 t 3 a i 1 S_ ee original file copies for submittal and approval signatures, and f r engineer's professi n I seal 9 6 24V ROLL 1-58- FR 330 5 i 'i i { `7 I -1 3, i i 2 'j i i ;.9 i i 1 t � 1 N ti N i 3 2 CI' RENTON TEL 12 "W �-- RELOCATE EXIST. 4" IP J GAS LINE AS REQUIRED (APPROX. STA M53 +50 a n TO M81 +25) BY OTHERS M533 +0_ O n1 01-01 _ 'E 192.16 - BENCH MARK / �15 ---- `` CASED MONUMENT(CP -IA) 1 N 68257.4183 ` E 54085.8782 EXISTING MH 1 STA. M52 +99.55 R18 -11 / ELEV. 117.55 \ (M()NIIMEtNT II 72" METRO 0 r -- PLUG 'EXIST. CROSS XI A CHANNELS 101 I. [ST. STOP LOGS CONNECTION PER 6 B KHE STA. 3 +OOt 0 - TO MOVED -- 53 +OD, / UEF,<E.) EXISTING MH � 1 7 SE 1 / L BEGIN PIPE 89 +20 WET DS BOUND, III T *-OF R N- SCAL IN FEET .130 0 I � w QQ � rn 125 J M r� 00 a joO + W + 120 In wrn m 1. 115 I I TREEIM IXI euLKH o AFTEIR ALL N I i CONST RUCTION IS III COMP EXI TING PIPE u 110 I I END PLUG TO I I 1 1 1 /_- I I r 105 II I X I 1 II I III if 100 4 111 it i CONTRACTOR - WARNINCat' - - _ , QU Grass - SEATT� _ R. _. 55.00 CONTRA TOR 80UN (87 - _ _ .. 89 Brush PLC - TIMES Ci = 90'00'00" 30' noas to- professi n I �sseal ,V MIE NY CNiEr1I, COMPANY L = 86.39 M.H\ ' 7 15.00 P.1SA -13' ¢ � � E 54079.62 Brush / UTILITY RELOCATION NOTES_ DROP 7 _ TTY ♦' OCONNECT SANITARY SEWER STUB TO NEW METRO --12"W MANHOLE AS SHOWN �` a T , SDJ MH 1 p ! SD 15" I J� SD CASE6.ArtONUMEFFr -•' - @R ECONNECT EXISTING STORM SEWER WITH NEW PIPES AND FITTINGS _ p of IE 8" I CB sf 109. Q 11J n N-69065-2895 - E 540824t57 _ STA M54 +92-50 APPR0X. LRWFiS OF (( 1!__ -L_ 4 8 - O3 TELEPHONE TO BE RELOCATED AS REQUIRED - - ®RECONNECT EXISTING WATERLINE WITH NEW PIPES ASSUME .. - - 2 / /j" 72" PIPE lNCRETE M54 f ELEd 116.44 EXCAVATM (YP_) p TOP OF CASING 3 € o ) O = 7 AND FITTINGS - - ' O5 RELOCATE EXISTING GAS LINE AS REQUIRED G-TB-- LI M57+ C ENT .:mss:: -i.• -•- - -•:••• 'E _ - - ''::: > :; 57+ fS,' '== :•:•:- ::•:•r:•: ' : Y:•: 7 RECONNECT EXISTING SANITARY SEWER LINE WITH ONL,A! �(5 l APPRO)C LIMITS OF E (CAVATION (iYP -) f PIPES AND FITTINGS ® RECONNECT EXISTING GAS LINE WITH NEW PIPES + AND FITTINGS 72" METRO O RELOCATE EXISTING POWER (LIGHT) POLE 0 _ - AND ALL APPURTENANCES - -� - r- El 70 RESET MONUMENT AFTER CONSTRUCTION —8 °ss SS MH Brush 0 _ OIXISITING 708 °: SS HAS CONCRETE BEDDING 11 TO + 120' ABOVE INVERT - NORTH END � 'STRUCTURE - � �.. - Brush C SURVEY AKESDALE AVE - D CROSSING R78A -12 STA. 53 +66,01 N 68781.87 7 ,E n. !� - - - - -- 3-- KS -. - .-- 2 . .- N N �' �� ---- - --� -� �� �' - )� t4 _ O .S E 54052.76 //� F F CITY OF RENT-ON O D Q O C� . V/ - - -- --- 15 PLUG AND ABANDON EXIST. SS NE. U-3 ''n' ``+, - - - - - - -- PLUG TO. BE OF 1000 PSI (MIN.) CONCRETE 17 __ ' ' U U �� 1 COMPLETELY FILLING ABANDONDED LINE FOR A S - BENS STA 5 2.43 \ \. - t / CA��dONUMENT (CP -2) r--- - - - - -- �' - E 54076.8981 W �•AI`IDS MINIMUM OF 2 LINEAL FEET -- N -4��55 6; t t . _ 7 0 E 4078.04- :. cJ Lc l .: ' -: ., STA_ M57 +02.66 BOU f ELEV_ 11717 87/'89) ' - = _.� Z cn ... - . _ { f (TOP OF CASING) - FOR UTILITY LOCATIONS IN IONG COUNTY - _CALL .1 -800- 424 - 5555 - BEFORE D€6MG. - ix 130 tN MMU W ta 125 10 -CPRBafff OF I�`3 i fa w 120 _ [ CE71i$iL@VE t>F ..ap s� E 1- m a L Ln O go { • Ld w_ } - - -- -- - - -- p f8 { [ ' 10 115 ECT 8' ITARY 4 I NEW MANHOLE ( C DROP I I 6 W W 110 II I I I i Z � V - Sm­2W607 105 z II I I 100 0c CONTRACTOR - WARNINCat' D UTBJIY AT10N8 XIMA CONTRA TOR submittal an PLC un Loc noas to- professi n I �sseal ,V MIE NY CNiEr1I, PIP SURFACE T 1 SM OTH FINISH, J.Al 53 +40 1 1 R Fi 1= - MAT RING R S DER 10 17 to 'n VRT. ),. -5, 90 80 OF IPE. I 53 +00 54 +00, 55 +00 Q REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 _ - EI-EVATION Q'E3•� t0a�• - ECILMS 02" SEA LE9 1929 Garry Struthers Associates, Inc. OSC& GS(ADJUSIEL 1947 0 n 2955 80th Avenue SE Mercer Islanit WA. N0: EVISION BY DATE - - - I L T i 57 +00 1 32359 B.T. "METRO Mir of man Saco. JULY 1996 DRAWN_ CHECKED: SCALE: FILE NO: GEC. :T. HOtSL 1' =20' SOUTH INTERCEPTOR - PARALLEL PHASE II A76 RECOMMENDED: PERT: 1'-V DRAWING NO CONTRACT NO: PLAN AND PROFILE) C C105 APPROVED: 29 °94 STA. 52 +50 TO STA. 5! +50, SHEET NO: OF 10 sa See original file copies for submittal an approval signatures, and r engineers professi n I �sseal ,V 57 +00 1 32359 B.T. "METRO Mir of man Saco. JULY 1996 DRAWN_ CHECKED: SCALE: FILE NO: GEC. :T. HOtSL 1' =20' SOUTH INTERCEPTOR - PARALLEL PHASE II A76 RECOMMENDED: PERT: 1'-V DRAWING NO CONTRACT NO: PLAN AND PROFILE) C C105 APPROVED: 29 °94 STA. 52 +50 TO STA. 5! +50, SHEET NO: OF 10 sa 1 \L = 86.39 SEATTLE TIMES COMPANY TEL® Brush — � ° -�� —TEL Z Tsui Gross SEATTLE !--DALE TIMES COMPANY Brush AVE UTILITY RELOCATION_ NOTES: 5 o SQ H Q o f2 Brush -_ TEL O W ORECONNECT EXISTING. STORM SEWER WITH i ce o NEW PIPES AND FITTINGS 4 O3 TELEPHONE TO BE RELOCATED AS 3 - .. CB ®- 12 SD REQUIRED C`ITERSECTfON, SECTIo4_t9 in ® RECONNECT EXISTING WATER. LINE WITH �} M58 +OO / - SeA_ APPROX_ NEW PIPES AND FITTINGS • - - - - I ' '•' ' ' ' ' ° ' - ' -------- =_ : '.= :_ -: _._.. :•::::•:-:•::• :.;.•:- M59 +00 :- := :• :. :::. :. :.:::. .. .. M60-E00 - - - _ �- LIMITS OF EXCAVATION (TYP) U611 +00 \j f � �' 2 # O RELOCATE EXISTING GAS LINE AS N REQUIRED 5+00= .$:= ..:.:= ::.: -' :::;: y�___ - i - O M vs �� •ii• :6a'P - .• _ - -ITT r'.�� -� --: - • -• � �:•: �•:•:•:•:•:;:- :•:•:•: �;:;:;:;:;:•:•:;:;: ° LU ^} = 62+00 Z (S C® �/ - Z—APPROX- Vj S LINE WITH ONEW. - _j �2" METRO - ' - EXCAVATIONM TYP)F �f5\ G - ,n PIPES AND FITTINGS �. 11 �4 �f��!f � 4 Brush �a / f 72" 70 O V - © ®® - / - _ Brush -- -- --- ® ® ®� / f Brush 74 -- --------- -- --- ---- -- P - " - - arUSn -- -- - - -- - - - Brush � 90'00'00 ". i ses – - - ( rush 0 ' � _ �_� _ �eT °�" P L A L = 345-39 SCALE 1' =20' BURLINGTON NORTHERN SE 1/4 SEC_25 20 D : RAILROAD ,T23N R4E 20 40 60 is O (`f SCALE IN FEET FOR UTILITY LOCATIONS IN KING COUNTY CALL 1- 800 - 424-5556 BEFORE DIGGING 130 CONTRACTOR WARNINGI 130 fi1Y D X/I/A7E L/TY LOC TRA CT MWO ARE SHALL I ALL OTJ TY LOCA S TO i E ANY CONFL/C - e 125 Cw - w . k I I 120 - o CENTERLINE JOF ROAD—) ff a r .. a _� Z = z - - - .. irk OF, tF € PIPELINE _i I - 1 i it ' rn rn N e7. - . N j! f 1 z �! 120 - a X? i W i ? . � � - � I e I � •- ® 2 - -__ I W _ Z 115 ) -- -- -- - -- — _— 04 I I m 115 I � cc 110 W I i 110 I i I 4 44 A 105 i U - U 105 ( 100 i 100 00 Z K C[ x...o 95 108" SS 0 0.0487. C I � o J� � 85 SCALES HC�RZ 1'' =2 ' U Q?' I"=5' 90 VEj��T_ 58 +00 59 +00 1 r A i •. 62 +00 132360 1 REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 ¢EVaxxi a Q.ax. ioo o� es�1"AGAIS D 1e4i2 B.T.' METRO MWIlil ipo ty Of Nebgwlta7'Seaft .. ... O Garry Struthers Associates Inc. f 2955 80th Avenue $E See original f71 copies for p - submittal an approval signatures, and r engineer's DRAWN- CHECKED:. 1H 1r m_ T. T. SCALE: : ". NORIZ:1•�20' 'my 11196 .. SOUTH INIERCEPTOR - PARS 1 � PHASE U FILE NO: Aa6 Q . Mercer Island, WA. - professi n I seal RECOMMENDED: P VERTY :g' CONTRACT NO PLAN AND PROFILE DRAWING N0: REVISION BY DATE ', _- PROVED -�A 106 W/� 29 °94 T C G T c f] o S 1 A �57 +J® TO S 1 A.., 62+8O :SHEET N0: R 110F .�_ A B D c 2A < ROLL l qfi 8_.�F WPR 33 7m 1 1 r� umm 3mm F' 1 UTILITY RELOCATION NOTES: OCONNECT - SANITARY SEWER STUB TO NEW METRO S MANHOLE AS SHOWN O2 RECONNECT EXISTING STORM SEWER WITH NEW _ PIPES AND FITTINGS 03 CONTACT TELEPHONE - ®RECONNECT EXISTING WATER LINE WITH NEW PIPE AND FITTINGS - OS RELOCATE EXISTING GAS LINE AS REQUIRED ® © RELOCATE EXISTING WATER LINE AS REQUIRED ORECONNECT EXISTING SANITARY SEWER LINE WITH NEW PIPES AND FIT;INGS ®RECONNECT EXISTING GAS LINE WfTH NEW PIPES AND FITTINGS - @ALL WORK OUTSIDE PAVED AREAS TO BE W ENCLOSED BY SILT FENCING. _a 10 RESET EXISTING MONUMENT AFTER CONSTRUCTION 0 13 RECONNECT EXIST. POWER CABLE WITH NEW CABLE AND ALL APPURTENCES - 15 PLUG AND ABANDON EXIST- SS LINE. PLUG TO BE OF 1000 PSI (MIN.) .CONCRETE COMPLETELY FILLING ABANDONDED LINE FOR A MINIMUM OF 2 LINEAL FEET - 1 g ABANDON EXIST. 12" WATER LINE. REMOVE EXIST: VALVES. PLUG ALL OPEN -ENDS. 3 24,x( ROLL 158 FR 3:133 8184 -16 Brush TRILLIUM M.H. ? 4 STA. CORPORATION N 6s728,26 72s.2s ' ' E54044.46 WE1ANDS BOUNDARY-07/!t WITH DROP NL SS MH 6 V SLT FENCE CITY OF RENTON TREES Z UTILITY RELOCATION NOTES: sazE VAL ✓E j2 L� . OAKESDALE A�fE TEL STA M68i -95 — — --• — — ��A _ ' 12"W — .tee.- �.- ..s...�- �-�'-- ® START 1 -0 WATER LINE �tNITH COUPLING OMANHOLE AS SHOWN DER STUB TO NEW METRO + o 22 1 �' 0MH 1 6 - © O PIPES AND FITTINGS T STORM SEWER WITH NEW S N 7 APPROX. LIMITS OF t �� 15 1 v _�.: OTELEPHONE TO BE RELOCATED AS REQUIRED ` 00 11 1 4- _ EXCAVATION. (TYP) ° h 4 ANDOFITTINGS EXISTING WATER LINE WITH NEW PIPES - Mo9.t,�� J - z�- — M7 { - -' M71 +00 c< 05RELOCATE EXISTING GAS LINE AS REQUIRED - — — r i M72+00 � M73 — — W _ - - — — RELO CATE CA T E E I STI P G WATER L INE AS REQUIRED U IRED 6 9 OU= 1 W •= 7 2 +- - 0 0• - WITH SEWER LINE T N 73 7 RECONNECT EXISTING SANITARY �� 0 4 1 5 RELOCATE EXIST. 4 IP GAS LINE Z AS REQUIRED (APP OX. STA M53 +50 - -- - •- .,, — ONEW PIPES AND FITTINGS Z APPROX- _4:S OF TO M81 +25) ��y� J V EXCAVATION (TYP) � 1l w ®RECONNECT EXISTING GAS LINE AS oCOU 10 IN CB 0 o o = REQUIRED. - U O ALL WORK OUTSIDE PAVED AREAS TO BE ENCLOSED 72- METRO p Q BY SILT FENCING 10 — Brush a� - TEL Brush 12 ' -- d Brush BURLINGTON NORTHERN N —sD MH 1a P,IM 116.69 '' °� IE 109.59 15" 5 - 15 PLUG AND ABANDON EXISTING SANITARY SEWER zo 0 20 ao o RAILROAD PLAN IE 110-49 12" E u, LINE. PLUG TO BE OF 1000 P51 (MIN.) CONCRETE, SCALE 1 " =20' z) COMPLETELY FILLING ABANDONED LINE FOR A Q BURLINGTON NORTHERN RAILROAD E MINIMUM 2 LINEAR FEET- SCALE IN FEET - - - � 16 ABANDON EXISTING 12" WATER LINE - (1 ° °20 REMOVE EXISTING VALVES. PLUG ALL OPEN ENDS. ') FOR UTILITY LOCATIONS IN KING COUNT)!. CALL 1-500- 424 -5555 BEFORE DIGGING- - - - 130 CONTRACTOR WARNINIM 130 APM X[MIATE C NTRACT M SNALL I I ! ! z ALL UTILI Y LOCATK 8 TO DETEF MINE ANY CONFUCT& 30 I' j 125 I iii I I 125 01- o�X0 j k € Ld w C/) I f 1 3 +DUO r I �o - CE LINE OF RELINE o (((a� I E EINE O EE 120 120 W I I I i co 115 — — —7 -- CD - -� -- ! — — •1 115 110 I j W 110 W G ; I I i I t I I Z I I J i I 105 105 to I f I Z OJ 0 III t } 100 on 100 I I t I = o { a rt _ LL LU CONNECT ISTING 8° 108a SS 0 0.048 t I ( v 95 I INV. 98.14 SANITARY EWER TO I i 95 E_ CALES HO Z. 1 ° =2 I VEI T- 1 5' O 90 � 2 aZ a' 26. §8+00 69 +00 70 +0 71 +00` 2 +00 73 +00 1-32362 Q REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 - - ELEVATION Q M.OR t°O Cr, _ EQUALS UEAU SE0. LLl1EL.T929 - 0 S E T R ® - O� _ fty!. � Qs -c.x cs.(ALUD4EQ �s4�) B.T. i O - �C..LY 1�6 Inc. See original fie copes for Garr Struthers Associates, ncDRAWN: CHECKED: SCALE: FILE NO: ® .4 y submittal an approval J.N-w. G.T./B:T. HORIZ:1 " =20' 90UTN INTERCEPTOR u- PARAU EL z A76 2955 80th Avenue SE signatures, and r engineer's RECOMMENDED: VER 1-1 -5 DRAWING NO: O Mercer Island, WA. professi n l seal PROVED- CONTRACT NO: PLAN AND PROFILE C108 NO: REV] ON BY DATE - - - 9 6 - W/N 29 -94 STA 68 +00 TO STA 73 +00 SHEET N0: OF IAIW - 27- ? ?1 13 32 r D E F G IM % P' "2GoA N R O d I I] L 2 ROLL 1 _ _ -3 4 3 I 2 1 CONTRACTOR WARNING1 UNWOR O MID UTTU Y LOCATN) i8 ARE APPROXI ATE COi ACTOR 8 ALL VERIFY UTN.ITY E ANY "RJCTB. OCATIONS O dETEW 2AY,X ROLL 158 F 335 o UTILITY RELOCATION NOTES: - - - _7� X5251 Brush - INTERSECTEON / STA. M74 +30.46 _ Brush: STS _ �, 14 g - - - / - _ OCONNECT SANITARY SEWER STUB TO NEW METRO INLET S5 - AS SHOWN -. TEI , AVE. N _65906.50 E. 54�.� 7 14 �- oMANHOLE NNECT EXISTING STORM- SEWER WITH NEW EO 8 „/ $ - PE PIPES AND FITTINGS - 2 "W - — �. -NEW 12" IE�TDTL O3 TELEPHONE TO BE RELOCATED AS REQUIRED p € W— ®RECONNECT EXISTING WATER LINE WITH NEW PIPES AND FITTINGS ORELOCATE EXISTING GAS LINE AS REQUIRED - I 13 3 _ c6 \ 0 13 0 7 - 0 (D RECONNECT SANITARY SEWER LINE WITH -. .. _. -._ - - - _ f- - NEW PIPES AND FITTINGS ® RECONNECT EXISTING GAS LINE AS REQUIRED - 6+ c:3Y +oo- : ::•o-:•::•:•:•::::i :•:- ••:- i- F- :- .•:• -v: :: =: =:78 9 V� f -- ELOCAiE EXIST_ 4' GAS J AS FJ W 70 RE€"ARPEE (APPROK 6A U53+50 1A81+25 }. TO _ PLUG 12 ^ — �(�� - Z: 11 REBUILD EXISTING SD AT NEW GRADE Q ���JJJ -j - �— RECONNECT EXISTING CATCH- BASINS TO NEW SD f - NEW 12" IE 109.8 - AT NEW GRADE OF 0.0038 FT /FT 13 RECONNECT EXISTING POWER CABLE WITH NEW Brush CABLE AND APPUTENCES - - -. 1/16 SECTIOTA.LI SD MKH - 15 PLUG TO BE OF 1000 PSI (MIN) CONCRETE. - _ _�l2LI olziil= RIM 116.94 COMPLETELY FILLING ABANDONED LINE FOR 'LSD MH (EXIST) � II��1l�. - �., P IE -14294 t�.. MINIMUM OF 2 LINEAL.FEET- - . P,IM -.T7.67 IE 208-67 15 "S - R = 55.00 IE 108 -82 15" N d 90.00'00" IE 108.6.7 15" W _ o 1 I L -. 86.39 SE 1/4 SEC-25 T 23N R4E B!"'usFx �1 _ Bb<'us h � _:•! .............. ---" � GG � Brush zo o zo 40 60 3o PLAN: a - SCALE IN FEET I 130 !A @4 € QI Z F 3 Z _ °Z �Z , 175 co 0 N OF ROAD � � ��3 X z � 120 ti 1.15 NEW 12' SD EXIST. 12° SP 110 I W - r g : j i f 105 f 1 wr 00 100 0o Zo i I f _ Q Z N w 108° S 0.048% I CONNECT EXISTING 10' I i _ 98.48 SANITARY R 10 N 95 Q PR FILE � f i I MANHOLE VJITH DROP I � �' wU az SCkLES N RZ- 1 "° 0' j `� _ ., s0 RT- 1., =5 1 75 +00 76 +00 - - 77 +00 78 +00 13263 . sca c�`E`a�a B.T. ® a` -__-. --, w•w ;IUCY 79&6 Garry Struthers Associates, Inc. See original fil copies for. �E FlLE No submittal anc approval dH -1L QT./B.T. T. HORIZ 1'�2O' SOUTH INIERCEP70R - PARALLEL A76 2955 80th 'Avenue SE signatures, and g r engine- s g RECOMMENDED :. VERT 1 - =s' PHASE Il DRAWING NO: Mercer island, WA. professi 9 I seal 6 APPROVED. CONTRACT NO: PLAN AND PROFILE C109 W/M 29-94 STA 73 +00 TO STA 78 +00 SHEET NO: #OF 1 32 C b E F G /3. ,p_�22ho13 H 2AY,X ROLL 158 F 335 3 Z i CONTRACTOR WARNINGI UNDERO OUND UTILI Y LOCATIO i8 ARE APPROXIMATE. CONTRACTOR r engineer's ALL VERIFY ALL UTIUTY �OCATION3 TO DETERMI E ANY COgIFUCT& z. 0 UTILITY RELOCATION NOTES: G OZ RECONNECT EXISTING STORM SEWER WITH NEW PIPES AND FITTINGS O4 RECONNECT EXISTING WATERLINE WITH NEW PIPES AND FITTINGS a5 RELOCATE EXISTING GAS LINE AS REQUIRED 108° TO BE JACKED UNDER BOTH SETS OF R/R _ TRACKS. CONTRACTOR TO DETERMINE LOCATION OF O JACKING PIT(S)- O 1 i0 RESET MONUMENT AFTER CONSTRUCTION T1 13 T4 T5 T6 20 0 20 40 60 SCALE IN FEET (1"=20') 24X ROLL 15-8 FR 336 130 r LU ti N N U� I 1 See, original file copies for submittal anc approval N Z f 3 r engineer's professigni 1 @@seal V o z. 0 - � E a to 15 .a � w f I C T TC TC JACK - UN[IER t PER SPECIE A NS i UTILITY RELOCATION NOTES: G OZ RECONNECT EXISTING STORM SEWER WITH NEW PIPES AND FITTINGS O4 RECONNECT EXISTING WATERLINE WITH NEW PIPES AND FITTINGS a5 RELOCATE EXISTING GAS LINE AS REQUIRED 108° TO BE JACKED UNDER BOTH SETS OF R/R _ TRACKS. CONTRACTOR TO DETERMINE LOCATION OF O JACKING PIT(S)- O 1 i0 RESET MONUMENT AFTER CONSTRUCTION T1 13 T4 T5 T6 20 0 20 40 60 SCALE IN FEET (1"=20') 24X ROLL 15-8 FR 336 130 r LU ti N N U� I 1 See, original file copies for submittal anc approval signatures, and r engineer's professigni 1 @@seal V UTILITY RELOCATION NOTES: G OZ RECONNECT EXISTING STORM SEWER WITH NEW PIPES AND FITTINGS O4 RECONNECT EXISTING WATERLINE WITH NEW PIPES AND FITTINGS a5 RELOCATE EXISTING GAS LINE AS REQUIRED 108° TO BE JACKED UNDER BOTH SETS OF R/R _ TRACKS. CONTRACTOR TO DETERMINE LOCATION OF O JACKING PIT(S)- O 1 i0 RESET MONUMENT AFTER CONSTRUCTION T1 13 T4 T5 T6 20 0 20 40 60 SCALE IN FEET (1"=20') 24X ROLL 15-8 FR 336 130 r LU ti N N U� I 1 3 2 1 i .. - - r v n S - 16 8 16 s BOEING COMPANY O SEWER WTIH NEW PIPES -- ._� -_^. -. AND FITTINGS S V1! � N65080.11 3S � E53993 -19 ` CM RECONNECT EXISTING WATERLINE ITH NEW. PIPES S AND XIST. 72 CMP CENtR --OF SYMMETRY O \\ \\ \\ (4) FOR SPRINGBQOOK CROSSING Q MH �OAKESDALE AVE o STRUCTURE AT -PIPE '�— r - LINE AS REQUIRED -' �\ \, \� 1 STA. M84 +00.14 � -} � Q RECONNECT EXISTING GAS _ `\ ASED MONUMENT CP 6_); •� - — SD JACKING PIT \ \\ \\ \\ rt n Ftt�4.37'F - - + TIGHT SHEET \ \ - \' I `� E 54003.9325 - - ct ,% SD CO O RECONNECT EXISTING PILE (TYP.) \• \ \� !� STA. 6184 +34.58 SSlMH - - _ - p O C SANITARY SEWER LINE WITH \ \ - ELEV_ 117.49 , Gl _ p.` �i NEW PIPES AND FITTINGS (TOP OF CASING) STA 84 +93.9°+ TO �A_ 86 +61 —55 CB Lr CONTRACTOR TO REBUILD C- SS MH \ \\ \ !\ \\ /` ISLAND TO EXISTING OR BETTER 16 2 S 4 +00 1O M85 +00 CONDITION SEE DETAIL - LL, Z •,� ' \ \. — _ __ APPROX. LIMITS OF - OA: EXCAVATION TYP. 70 RESET EXISTING MONUMENT ( ) AFTER CONSTRUCTION s� :1 •r — W t o- Z „ ti O 1 72' SE - N _. - - ! \\ \ \ 2- -OTECT - APPROX LIMITS OF U V 13 RECONNECT EXIST. POWER .. CA13LE JACKING PITTA 72" c CB - EXCAVATION (TYP) \. AND ALLrIAPPUTENC�LE rush - 72 SEWER - E E 1 T. I. �\ ._ - - 16 2 ^,. ^r..- .,- ..- ..r,r... UG o t , 4 AS REQUIRE OX. \` \ ` Brush -�� - QSTA. M84 +25 TO M93+ \\ NE 1 /4 SEC.36 T23N R4E - -- - `�-" --- _ , s PLUG AND AEANDON EXIST_ ' g ' o, SS LINE. PLUG TO BE OF DEMSE TREES , STERNCO LAND CO. — — — _ 1000 PSI CONCRFIE, \ COMPLETELY TILLING \ END TIGHT SHEET ABANDONDED LINE FOR A ST 6 1 \ WETI -AN PILE STA M86 +50 1/16 SECTION LINE 20 0 20 40 60 ` ^. MINIMUM OF 2 LINEAL FEET >- v _ iSTiNG \ N _ 0 SPRINGBROOK CRK 0. PLAN SCALE IN FEET TS SCAlf 1 ° =20' 1 - -20 130 130 a G I o Z 125 Z� I z °'� I [[ i ( z 125 - �� - C� OF pEI.INE- l F i rn 03 <+ o { mini iV ° a ZvFi w �_ - - - - - /- ,-CEN�LINEI OF ROAD - F = a 120 PR POSED o v [ E ! z s ir3 120 CU VERTS - z z 1 W C ( OTH w } tA OD 115 — — — --71 T15 oo + N6. + co j E V� / \ \ 110 z �Z i inz 1 I i U i 110 J I 11 11 11 11 I I I I i f E T IN V1 05 V II\ / I I I !ff I i 44 I I I 4 I 11 x U 105 II f I 1 ilk 4 I. 1 ill � OZ 100 I I I 4 I i I 100 o 0 108' �. 4$% T t f CON CT EWER 8° 4 SANI SEWER O NEW ! _ 99.20 z 95 INV. 98.88 1 I - INV: 98.2 - - - - f + MANN LE WfiH D P 1.7 II 95 —P 1 O8 SS 0 0.04 o b .. 4 . SS 0.048 ;` SCALES i OIZZ_ 1 °= 0' Q INV. 99.185E62T. ¢ Z -A . r 90 83 +00 84 +00 85 +00 86 +00 ► 88 +00 32365 LENGMEN JACWff FROM 58' TO 76' TO ACCOYOOKM WNF /20/95 -. - ELEVATION O Q,OR t00 - : ' EOUALS YEA(! SEA LEVEE,1929 _. - ®�• • ^'o�•`•Y� +v°�r wVa"ia P�ARCN 1�5 - U SC& GS(ADA)SiED 1947} - - &T. - ! Fu1uRE ADDITIOWIL cULVERrs (B+' oTNERS) TER cln of RENfON it -3 -94 .• See onginal foe copses for Garry Struthers Associates, Inc. DRAWN_ CHECKED: SCALE: FIL NO: 2' SHOW SHEET PILE AWAY FORAi EXIST.. CULVERT PER an oF. RENTON 11 -3-90 wrtr /z0 /95 Q - submittal an approval - SOUTH INTERCEPTOR - PARALLEL A p JHN G.T./B.T. HM7-1' -20' PHASE II As caHSTRticTED we /9/ae 295 / , ,, ' si natar ©Tessa Ir ea[ ineer's �� A(�i 14N ® PROFILE (i1 '. 2955 80th Avenue SE 9 9. RECOP�Y� D: vERT t'sS• DRAWING N0: O P CONTRACT NO 11 nAercer tsiand WA. w/t� 29 -9s STA 83 +00 TO .STA $8 +50 SHEET NO: 10F REVISION 8Y DATE LA -2' -222 16 3? ii g C 0 E F C y L old T u i t I L 24X O 1 5 v a 3-37 �\ t \- '� ! U UTiLtT1f L TiON3 N COUNTY C 7-800- 424 -Sb5 BEF RE DIGGING. UTILITY /(r` \ `��'�Q� �G! R M H U RELOCATIONS NOTES: - - - K = 55.00 r 111 CB = 86_°1. E53936.97 A 111i0lIID UTILITY LOCATIONS ARE N N 64716.72 ,6 8 1 CONNECT S 107.26' G = 90 24'0 ,+,, �. r ` I°v1 __L_ /,' CB Ld STRUCTURE' V Afppp�jE TOR SHE- E E 53987 10 O 1 C —� \ SEPARAT R PO.rkin } 2 2 RECONNECT EXISTING STORM ii g C 0 E F C y L old T u i t I L 24X O 1 5 v a 3-37 3 Z 1 24x( ROLL 158 FR 3,318 UNDE APPR GROUND DXNIATE. Y ALL UTILI INE ANY ILITY LOCA ONTRACTO Y LOCATIO ONFLICTS. ION8 ARE 8NALL i8 TO VERI D 24x( ROLL 158 FR 3,318 PRECAST MITER. SEE 4 {[YP) 1 1 SEE PLAN SHEET & FOR COORDINATES OF RING COVER PER - SET TOP MH FRAME & 1 i i S i PLACE MANHOLE COVER SEE r COVER AS SHOWN I t 4 ` submittal an 8° OF GRADE ON PLAN SHEETS 1 1 : / professi n l seal 6, L MIN, Z fn Q ADJUSTMENT RINGS N — — / � U F Z Q - _ PHASE 11 RIM ELEVATION PLAN. THIS A'B COMMENDED FINISH IS DRAYANG NO: OR EXIS EXISTING PROPOSED GROUND IN GROUND UNPAVED AREAS AND AT EX. �x C113 GROUND IN PAVED AREAS - W/M 29 -94 SHEET 1 sNEET wo: _ 18 °F 32 - i 48'x24" ECCENTRIC 2'-0' MIN 3 CONE PIPE JOINT (TYP) POLYPROPYLENE (TYP.) \ LADDER RUNGS ®i " PRECAST 48'DIA MH SECTION PER ASTM C478 OFFSET SIDE FROM E OF PIPE AS SHOWN ON PLAN SHEETS NOTE 13.14,15 & 16. BENDS SHALL 13E PRECAST RUBBER GASKET TYPE 2 BEND DETAIL BY THE PIPE MANUFACTURER. JOINTS PER SHOP DRAWING SUBMIi"fAL IS ASTM C443 DETAIL rJ REQUIRED. PRECAST T —TOP MH PIPE SEGMENT SCALE 10 1 NF' I'll V SEE l 1 i i S i 3 -> I t 4 ` submittal an Wr Z J Z O C' S Z O.. Z W U W N W : ^n7 0 REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 Garry Struthers Associates, Inc. 2955 80th Avenue SE — 051 Mercer Island,, WA NOS. REVISION BY DATE - - 3 -> B.L. See original fie copies for submittal an Wr Z J Z O C' S Z O.. Z W U W N W : f ti professi n l seal 6, L MIN, Z fn Q NO: N � U F Z Q - _ PHASE 11 ^n7 0 REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 Garry Struthers Associates, Inc. 2955 80th Avenue SE — 051 Mercer Island,, WA NOS. REVISION BY DATE - - W Z -i 2 — 2 - _ ._ 4 ROLL B.L. See original fie copies for submittal an approval signatures, and r engineers professi n l seal 6, L MIN, W Z -i 2 — 2 - _ ._ 4 ROLL B.L. ®®1'1'1E..TRO Municipality of Metropolitan Seattle OAIE JULY .1996 SCALE SOUTH INTERCEPTOR - PARALLEL NO: - AS SHOVIN _ PHASE 11 A'B COMMENDED TYPICAL PIPE DETAILS DRAYANG NO: CONTRACT NO: C113 APPRO�FD: - W/M 29 -94 SHEET 1 sNEET wo: _ 18 °F 32 - W Z -i 2 — 2 - _ ._ 4 ROLL 3 2 1 1 Ak 19 1 LOADING BLOCK P--I.D. IN FEETx4000 LBS- � s — — — 1 PIPE PENETRATION SEE A �. PRECAST PIPE BULKHEAD J 1 2'I I X 1/2" I MIN THICKNESS = 10' l� SUPPORT BLOCK RCP JOINT SHEAR TEST SECTION 19 1 TYPICAL SHEAR TEST DETAIL 4 Ti I ( 4 #5 (TY' --) NO SCALE 1 108' PIPE - ADD 4 #5 EACH - SIDE OF PIPE .14'0 DUCTILE IRON PIPE WITHIN PENETRATION -CONCRETE GRAFT INTERFACE AREA SHALL E CLEAN UNDERSIDE OF COVER DETAIL NO SCALE T � ,. ` r 1'0 LIFTING HOLE 3' LETTERS- 2 REQUIRED SAYE — ANp DIMENSIONS AS CAM LOCK CLEATS FOR UNDERSIDE 3 REQUIRED - ® ® Q a ® SEE opoo CLEATS, - 3/8' HIGH. ® p ® o p 1/2' WIDE AT TOP. � h 79 1 3 4 WIDE AT BASE ®� ® n® n n H .O E Cr Q (non o 1 -1/8' 0 t1/8' HOLE n 3 REQUIRED. 1/2' WEB ®11E�i6 ��pllplip (8 AT 4S) ® !lpJtl Q L��Lplfff p iiplJ !p} P R � ri STANIJARD METRO MANHOLE FRAME AND COVER DETAIL 1 NO SCALE 1 2' -1 1/2' DIA 6' DUCTILE IRON t/8 5' (MANU- FACTURED LDCK POSITION) i 1-1- (IN SEGMENTS WHERE CAM LOCKS ARE PLACED) 1 -5/8` (IN SEGMENTS WHERE CAM LOCKS ARE PLACED) MANHOLE COVER SECTION NO SCALE 19 1 RUBBER GASKET (19 DI 1 RCP ADD 2 #5 X 7 - -0' 8 AND COATED WITH EPDXY BONDING COMPOUND PER SECTION 03300 45 Q 6' EF TOP do BOTTOM TYPICAL EACH PIPE PENETRATION SEE A PIPE JOKE (TYP_) PRECAST PIPE BULKHEAD J I 1 MIN THICKNESS = 10' \ Ti I ( 4 #5 (TY' --) 1i!! 2 #5 (rip-)- 12 NG. 41H- F TYPICAL PIPE END PLUG DETAIL 5 ROMAC � NO SCALE 10 1 OR EQUAL. (TYP) fill fill � 17 2 _ - RUBBER GASKET A'= 1 -3/8° MIN. SEE NOTES FOR INVERT SEE PROFILE " d ° a .Q a T/2 t 5% SECTION DRAWINGS ` .' c - - c - STORM DRAIN PENETRATION SECTION NO SCALE OF 108' PIPE 1 ' PIPE PEPfETRATION DETAIL NO SCALE q 1 T - g N • .. - - _ 0` MIN- 7/8° MAX. Z J o u z 00 - T CTAII �1 TYPICAL PIPE JOIN. D� „,III NO SCALE 19 1 - z zo u�U _ z N w o �¢ an- J V ® wU - 1'.32368. : REVISED,TO REFLECT. KING COUNTY CONSTRUCTION RECORDS 7/11 - Garry Struthers Associates, 'Inc. See original fa copies for B.T. d'c ® wwd..; 3: Malropa.len Ssatete T�v ,IS�Y 1985 Q '. 295580th Avenue SE submittal an signatures, and approval r engineers ,,,k HE�KEa .LH.W. G.T./B.T. a> �AtE, - AS SHOYM SOUTH INTERCEPTOR - PARALLEL PHASE 11 nE Na'A78 NOS .D LLREVISION BY. DATE :Mercer Island, WA. - rofessi n i seat E� �• NrRACr Na TYPICAL PIPE DETAILS DRAWING W/M'29 -94 �,7I -II�ET 2 SHEET HEFT NO- OF 19 32 A B -_ C D. S 2 1 TRENCH BACKFILL GROUND z .. �r } UNDISTURBED - LIMITS OF ELEV. 108 MIN. TRENCH v TRENCH NOTES' LOCATOR TAPE TIGHT SHEET SHORING 2' MIN. COLOR RED --- E UNDISTURBED TRENCH DAM TRF_NCH DAM COLOR RED TO LIMIT GROUND WATER -ENTRY FROM STREAM SOIL CDF OR A MIXTURE OF 50% NATIVE SOIL 1 } EXISTING GRADE 108'55 AND 50% BENTTONf1E 1 TRENCH DAM DETAIL 1' MIN. CLAY NO SCALE 20 20 ASPHALT CONCRETE (3" MIN.) 2' MIN. (TYP_) CONTRACTOR TO SUIT THE CONSTRUCTION OPERATIONS. REPLACEMENT PATCH TO BE SECTION C SCALE. 1'= 10'-0' 20 20 C 20 EXTEND INTO 20 z .. UNDISTURBED - 108 "SS SOIL -TYP. iv v TRENCH NOTES' LOCATOR TAPE TIGHT SHEET SHORING 2' MIN. COLOR RED --- _ 7.2,3,4,6,7,9,10 do 11. TRF_NCH DAM COLOR RED TO LIMIT GROUND WATER -ENTRY FROM STREAM CENTERED IN LIMITS OF EXISTING GRADE 1. THE TRENCH WIDTH AT THE TOP SHALL BE WITHIN THE PIPE SECTION TRENCH TRENCH DAM DETAIL 1 NO SCALE 20 20 ASPHALT CONCRETE (3" MIN.) CONTRACTOR TO SUIT THE CONSTRUCTION OPERATIONS. REPLACEMENT PATCH TO BE 1" THICKER THAN EXISTING TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE THE CONTRACTOR'S RESPONSIBILITY. FINAL JOINT MUST ASPHALT CONCRETE TRENCH — €. BE SAW -CUT D CONTRACTOR, EXCEPT 11E1t1 =I, WATER TABLE EXISTING ASPHALT 6 CONCRETE \ 0 j 6" MIN BEFORE DE- I� III A?- �. GRAVEL BASE TRENCH I I { -- WATERING -I [ t EE 11 TRENCH 13ACKFILL REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS- BACKFlLL TT MAY VARY GRAVEL BACKFg1 t I I FOR PIPE BEM UTILITY TRENCH GRAVEL- BACKFlLL 1' -2" (TIP.)- w w ¢ (2 ' 1 _NW -W2611 ¢ Z TYPICAL -PLAN PIPE SUPPORT TirPlydl ASPHALT TRENCH PATCH FOR SIDE UTILITIES DETAIL DO NO SCALE 2b z 20 20 132369 Q ..REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 _ : - - B.T o 6.171 E T. R O Municipality of Metropolitan Seattle ,ay Im See original fil copies for Garry Struthers Associates, [nC. awvN CHECKFO sc _ HuE i+o: cin�.r u""'ii - PARALiEL NO• submittal on approval avuin Ins J.H.W? GT./$.T. A76 ' 2955 80th Avenue SE s NEMMENOED- DRAWING NO:, signatures, and r en ineer's � �� �� M professi n I seal CONtRAUNO: PIPE BEDDING, TRENCHING AND Mercer Island, WA. 9 8 C115 lum W/M 29 -94 SHORING DETAILS TAILS � No- 2OOf 132 w U E 2!4X ROLL 158 i 6 i H f I I� € 1 AL NOTE: SEE TRENCH NOTES LOCATOR TAPE 17't NOTE- SEE TRENCH NOTES TRENCH NOTES' LOCATOR TAPE TIGHT SHEET SHORING 12,3,45,6,7,8,900 & 11_ COLOR RED --- _ 7.2,3,4,6,7,9,10 do 11. COLOR RED TO LIMIT GROUND WATER -ENTRY FROM STREAM EXISTING GRADE 1. THE TRENCH WIDTH AT THE TOP SHALL BE WITHIN THE � EXISTING GRADE CONSTRUCTION EASEMENT AND AS DETERMINED BY THE CONTRACTOR TO SUIT THE CONSTRUCTION OPERATIONS. SIDE SLOPES TO BE TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE THE CONTRACTOR'S RESPONSIBILITY. SIDE SLOPES TO BE I( _ DETERMINED BY t ttii APPROXIMATE TRENCH — €. BY. CONTRACTOR, EXCEPT 11E1t1 =I, WATER TABLE BACKFILL - CONTRACTOR, EXCEPT 2 THE HEIGHT AND THE SUPPORT SYSTEM FOR THE VERTICAL AS OTHERWISE INDICATED 1 f =1 1 I =1 BEFORE DE- I =1! 1— A?- �. SECTION SHALL BE DETERMINED BY THE CONTRACTOR AS TRENCH I I { -- WATERING -I [ t EE 11 —I ii REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS- BACKFlLL TT MAY VARY GRAVEL BACKFg1 t I I FOR PIPE BEM APPROXIMATE WATER TABLE GRAVEL- BACKFlLL °° ° ° ° 0 0 �z BEFORE DE- 3- TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY WJ_S.HIA PER CHAPTER 296 WAC. FOR PIPE BEDDING VERTICAL io WATERNG -155 2' MIN_ TRENCH ° ° _ = - MAY VARY l� SS 4 COMPACT BAC[ffILL ABOVE THE BEDDING ZONE TO 95 (Tvo ) 108' SS COD CONCRETE ° PERCENT N FUTURE PAVED ZONES AND TO 90 PERCENT ALAS. COMPACT FOR CDF CONCRETE o 0 o ° o BEDDING 120' —� N LANDSCAPING GRAVEL BACKFTLL BEDDING 120' a - PIPE REDOING TO 95 PERCENT. PRECAST CONC. ° -6° a a N PIPE SUPPORT 0 °6 a =P o �_ 5 CONTRACTOR SHALT_ UTLLRE A SHORING AND DEWATERING PIPE SUPPORTS 3 a - . a o - ON EACH SIDE 3 ° > oQ o ° N SYSTETf WHCHI STALL PREVENT LOWERING OF THE WATER ON EACH SIDE °° o0 0 0000 OF J094TS O 2O on WATER TABLE TABLE N THE ADJACENT WETLANDS_ THE BEGINNING AND OF JOINTS 20 20 _ 4 _ AFTER DEWATERING ENDING STATIONS ARE MINRIU,IS, THE CONTRACTOR N GRAVEL BACICFILL i•f ? BEFORE TRENCH SHALL EXTEND THE SHORING AND DEWATERING SYSTEM FAR GRAVEL BACKFlLL _ ? FOR PIPE BEDDING EXCAVATION EiI0l1GTi 50 AS TO AVOID IMPACTS TO THE WETLANDS. FOR PIPE BEDDING . -------------L--- — — 6- ALL SHORING INCLUDING SHEETING SHALL BE REMOVED _ WHEN BACKFI L IS COMPLETE. REMOVAL SHALL BE DONE WATER TABLE TYPICAL TRENCH SECTION / . q N AT A TEE AM N SUCH A WAY SO AS NOT TO DISTURB EMBEDMENT DEPTH TO BETWEEN SHORING NO SCALE 1011 12,13 20 PPE B1 DDW AND SO AS NOT TO ALLOW SLOUGHING OF BE DETERMINED BY AFTER DEWATERING 14,15,16.1 ADS UNDISTURBED SQL, CONTRACTOR BEFORE TRENCH EXCAVATION 7. ALL SHORING WHICH IS N CONTACT WITH CDF SHALL UTi.QE A BOND BREAKER TO ENSURE REMOVAL WITHOUT DISTURBANCE OF THE COF o a EXCAIMATIONM SPOILS MAY NOT BE PLACED ALONGSIDE TRENCH EXCAVATION ADJACENT TO STREAM - THE TROT ADJACENT TO THE WETLANDS. SPOILS WILL NO SCALE 15 20 c BE REMOVED AND STORED N A LOCATION AT LEAST 100 FEET AWAY FROM ANY WETLANDS. 1 0° o C1 9. TRENCH DAMS PER V -4° I N 3 SHALL BE PLACED AT 300' MAX �2020 FDER1fALS ALONG TRENCH- 8• 1 8" _ -H w 10- MATCH EXISTING GRADES AND SURFACES. 2" 2" t 11 -THE WATER TABLE SHOWN ON THE DETAIL IS DAGRAMATIC #4 LIFT HOOK I ONLY AND MAY VARY N DECEMBER 1993 THE WATER TABLE WAS APPROXWTELY AT ELEVATION 110.0. 0-n.-ER _ DATA FOR AN ADJACENT PROJECT INDICATE WATER TABLE r+ AT 105.0 N THE SUMMER OF 1992. THESE ELEVATIONS # \ ` ` SHALL BE USED FOR 9FCMMATION PURPOSES ONLY e I e l PRECAST CONCRETE I PIPE SUPPORT ADJUST PIPE TO FINAL # ° TYPICAL SECTION AT PIPE S_ UPPORT F ALIGNMENT USING WEDGES N NO SCALE 20 20 I i1. c o ?� m SECTION rE CUT FROM 67x12° ` SCALE: 1 1 /2 " =l' -0' 20 20 TREAT® STOCK, 24` LONG P `Q PRECAST CONCRETE PIPE SUPPORT i TYPICAL PIPE SUPPORT SECTION PIPE LENGTH C 20 20 NO SCALE 20 20 2oE2o LIFT HOOK (TYP.) 2 -# 2 -# D20 L LJ -- - — — L� J. w - Z J 00 Z z w V-2 TYP. I PRECAST CONCRETE PRECAST CONCRETE JOINT SUPPORT 3 JOINT SUPPORTS, SEE NO SCALE 0 20 Z w0 - 1' -2" (TIP.)- w w ¢ (2 ' 1 _NW -W2611 ¢ Z TYPICAL -PLAN PIPE SUPPORT TirPlydl ASPHALT TRENCH PATCH FOR SIDE UTILITIES DETAIL DO NO SCALE 2b z 20 20 132369 Q ..REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 _ : - - B.T o 6.171 E T. R O Municipality of Metropolitan Seattle ,ay Im See original fil copies for Garry Struthers Associates, [nC. awvN CHECKFO sc _ HuE i+o: cin�.r u""'ii - PARALiEL NO• submittal on approval avuin Ins J.H.W? GT./$.T. A76 ' 2955 80th Avenue SE s NEMMENOED- DRAWING NO:, signatures, and r en ineer's � �� �� M professi n I seal CONtRAUNO: PIPE BEDDING, TRENCHING AND Mercer Island, WA. 9 8 C115 lum W/M 29 -94 SHORING DETAILS TAILS � No- 2OOf 132 w U E 2!4X ROLL 158 i 6 i H f I I� € 1 108" SS 5 5 I - 3/16° PL COVERING END OF CHANNEL COVER I t/2' Di/l BAR HANDLE FILLET WEIR (3/16 °) IN PLACE (TYP.) 3' AT END OF COVER 5 3/47 LOCATION OF CHANNEL (TYP) 1 4" CLR. OF 1 4" CLR_ TY OF COVER STOP PLATE �.�-t. °_HA!EL (TYP., CHANNEL {TYP -} AT _ LOWER END AT Di/t BAR HANDLE I TYP. CHAt6H (TYP_) SS PL 3 /(TYp.) 3/76° PL (TYP- AT END OF COVER 3f16 3/76' PL (TYP) 3/4' DIA -�-- � HDLE 3/16 O 3/1S TYP_ 108° SS HANNEL COVER (SHOWN _ `r Q IN RAISED POSITION) - F 4 ( 3f4 DIA_ 4 f HOLE (TYIP) I o 6 "x6" TIMBER STOP LOGS CUT TO FIT CURVE OF PIPE 7/4' CLR_ (T[P.) STOP LOG CHANNEL CHANN13_ COVER STOP PLATE CHANNEL COVER a DETAIL ' DETAIL %3 DETAIL 4 i STAINLESS STEEL SCALE- 3' = 1 =0' SCE _ ?' -O' SCALE 3' = 1' -0° 7 STOP LOG CHANNEL 7 21 NOTE, MATERIAL SHALL BE STAINLESS STEEL PL, ASTM A- 316_ NOTE MAIII RIAL SHALL BE STAINLESS STEEL PL; ASTM A -376. NOTE MATERIAL SHALL BE STAINLESS STEEL PL, ASTM A -316_ CHANNEL COVER STOP PLATE STAINLESS STEEL ANCHOR I BOLT, WASHER AND NUT ANCHOR BOLT 5/8° DIA-, 4" EMBEDMENT t 3 HILTI KYAK BOLT I[ OR EQUAL A 12' O.C. (TYP.) 3 g• g• STOP LOGS AND CHANNEL DETAIL 1 SCALE 3/4 ° =1' -0" 10 17 NOTE: WHEN STOP LOGS ARE NOT IN PLACE, COVER PREVENTS SEDIMENT FROM RWNG CHANNEL 2 2 - - - 'OCR - _ :Z Of AW,2zol 1 ' as 1 n; V IT J � 1 REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 Garry Struthers Associates- Inc. 80th Avenue SE e Mercer :island. WA. "O. 27 -Jza «� R DATE BMW _ See f original file _ copies for submittal anc approval signatures, and r engineer's profess- n I seat ' 9. 6 _ i 3`3 / O B.T. G ■ R 0 �_ Y of jL Lp Im DRAWN_ ECKED: Au C T/,&T. SCALE:.... - .' SOUTH INTERCEPTOR - PARALLEL FILE NO:- A76 As SHOWN PHASE 1 DRAWW NO: STOP COG CONIRA CT "°` C 116 APPROYM w/11_z9 -s+ DETAILS 7 SEr Ho ar 21 32. C „c A 8 C7„ y G 12 26' 12 H _. -- - - e u 2 OLRL - FIR 3,42 fi' s 3 2 I' As i p TOPOGRAPHIC FEATURES VARY SEE PLANS �- � \% j i 90' I RESTORATION NOTES: 1� ROAD I - PIPE 1, RESET ALL DISTURBED MONUMENTS AFTER CONSTRUCTION PER SPECIFICATION 6' O_C_ 2': ASPHALT CONCRETE OVERLAY AND CITY OF RENTON REQUIREMENTS —SET RESTORED GROUND AT "(FINAL ELEVATION TO MATCH EXISTING CURMNE) o 2 % FROM EXIST_ CURB TO TYPICAL 2_ RESTORE ROADWAY GRADE AND CROWN TO MATCH EXISTING RESTABLISHED MATCH EXISTING_ (TYP) GRADES AND CROWN FROM EXISTING CURB. PROTECT EXISTING CURB DURING 2' ASPHALT CONCRETE OVERLAY E CONSTRUCTION ACTIVITIES. (FINAL ELEV. TO MATCH EXIST. CURBUNE) TYPICAL TOPOGRAPHIC FEATURES 11.00' 11.00' 12 O' 11.00' 11.00 TYPE 2L TRAFFIC ARROWS LANE LANE E e LANE LANE VARY SEE PLANS I '% 2% , J Ca I =1 I I I =i 1 =� i — —I �_� =1 `ff \ \ff \ \ff \ \/f ff \ %f \ff \ %f \ \f� \f \ f \ \/ ` j�/ \f� CENTERLINE TWO -WAY 0 Q of ll I� l l =l I I —1 I I \��i \��i \ \i� \i\��t �``� \�.�\`. < �. \f / LEFT TURN LANE - vIO a !- EXIST. ASPHALT CONCRETE PAVEMENT €— t _ I o T I I 1 1 1 —I [ I lit tp Ili lit t f�1/2 WIDTH CLASS "B ", 2" WEARING COURSE 1—� _1 COMPACT DEPTH �� I I ! ! I =1 I I =1 I I =1 l l =1 —I l l�`i SIDE SLOPES TO BE DEiERM1tNED BY CONTRACTOR, — - — - -} - — - — - — — I L — — — — — ` ; EXCEPT AS OTHERWISE INDICATED EXIST. ASPHALT TREATED BASE, l -1 ! 1 =1 I ICI 1 =1 l I 11=\ \� 1/2 WIDTH 4" MINIMUM COMPACT DEPTH // U, I U U v Garry Struthers Associates, Inc._ ' 2955 80th. Avenue SE ® Mercer Island, WA. i\ EXIST. SELECT ROADWAY BORROW, \f \� Oa00d dOdOO� O a O O O �a 1� \ \. approval signatures, and $� professi n i seal TYPE 6" MINIMUM COMPACT DEPTH X/ aOdO d0dO \� RAVIN�i ND ENTMT ND ARROW C117 DOUBLE /000 ad d d0a0 0 aad DOUBLE DOUBLE TURN ARROW DETAIL'X>' CONCRETE CURB . O O O O O O O SINGLE NO SCALE 23 2IST. & GUTTER 23 22 `�. DOUBLE M65 +60 DOUBLE M68 +09 \ \ DOUBLE M70 +57 oada 00000000 0000 \< TRENCH DOUBLE M75 +57 ' 0 M78 +09 M82 +64 INCLUDING BEDDING �1/2 WIDTH TYPICAL ROAD RESTORATION SECTION A SINGLE 12' MIN - 9.00' I.D. CONCRETE SURFACE AND BACKF A IL! jj- CENTERLINE OF LANE M92 +77 M92+77 SCALE: , ° =5' TYP. 2 ' 17.00' RESTORED - PAVEMENT SURFACE RESTORE SINGLE 1/2 WIDTH TURN ARROW LOCATION SCHEDULE Garry Struthers Associates, Inc._ ' 2955 80th. Avenue SE ® Mercer Island, WA. B.T. See original file copies for submittal an approval signatures, and STATION LOCATION professi n i seal TYPE STATION RECOMMENDM - POINT FOR SINGLE ROADWAY RESTORATION RAVIN�i ND ENTMT ND ARROW C117 DOUBLE M54 +30 I I SECTIONS AND DETAILS-. FMEET W OF DOUBLE M58 +00 DOUBLE M60+17 SINGLE TURN ARROW DETAIL SINGLE M63+24 23 22 `�. DOUBLE M65 +60 DOUBLE M68 +09 DOUBLE M70 +57 DOUBLE M73 +10 SAW CUT TYPICAL DOUBLE M75 +57 12' MIN. DOUBLE SINGLE M78 +09 M82 +64 EXISTING ASPHALT - SINGLE CONCRETE SURFACE �- OOSiING OR SINGLE M92 +77 M92+77 _ - RESTORED - PAVEMENT SURFACE RESTORE SINGLE EXISTING TREES PLANTER WIDTH SEE PLAN SHEET C118 i o p¢ o G o G po EXISTING ASPHALT TREATED BASE X' RESTORE TOP f COVER AND PLANTINGS EXISTING CURS PROTECT J FROM DAMAGE VERTICAL CONCRETE CURB EXISTING OR RESTORED PAVEMENT REST EXISTING CURB _ SURFACE PROTECT FROM DAMAGE CROWN _ - - _ / _ - "_ _' - _ - EXIST. CROWN �s - - - z 00 z One zo - - - - ` O � V Z �w co D3 _ TYPICAL PLANTER RESTORATIOiJ NO SCALE Tt62 a z 2 17 23 Garry Struthers Associates, Inc._ ' 2955 80th. Avenue SE ® Mercer Island, WA. C D F G AI-0- S' - 222�t 3 H ;L 24X ROLL 158 F R 3, 4 3 B.T. See original file copies for submittal an approval signatures, and or engineer's - professi n i seal 9 S C D F G AI-0- S' - 222�t 3 H ;L 24X ROLL 158 F R 3, 4 3 B.T. �yy c T ® ®, ®■ .� ` ■ �' o wtY of. Neb opol ton 34mttie JULY 191% ' DRAW* d.C,T G T./B T. ALE. SOUTH INTERCEPTOR PARALLEL FILE ND A7B NO SCALE PHASE U RECOMMENDM - ROADWAY RESTORATION RAVIN�i ND ENTMT ND C117 w/M 211- 44 ' I I SECTIONS AND DETAILS-. FMEET W OF C D F G AI-0- S' - 222�t 3 H ;L 24X ROLL 158 F R 3, 4 3 S 4 3 1t f t I I SEC_ 25 T23N R4E EL YELLOW DOUE I CENTER STRIF U) Y ' I z i SEE NOTE 4 ca 41z fr cnz� En a'— t0 F ,n Z� ,[1 U�,n K(n� ELI+ W Cx zOAKESQAE.E AVE -------------- ------- ------ --------- --- --- - -- _ M55 +00 M56 +00 ---------- ----- -- ------ ---- -- M57 M 00 - -- -M kOD -- �__ --- M59 +00 OD -- 52+00 - M63 +00 --- » » -_ -- --- --- --- ----- --- ----- -------- - - - -- % — - ---- --- ----- ----- �� • DOUBLE TURN ARROW (TYP.) 23 22 - D__ - - SB+[GLE TUIM ARROW, -. .)-/ ("7 23 22 ° W9WTE SKIP STRIPE (iYP) SEE NOTE 6 0 ® _ _ - - — _ z ® YELLOW TWO—WAY z LEFT TURN STRIPE (TlY) SEE NOTE 5 q�+ QAKESQAf_E AVE w OM ---------- » - - » -- - - - -s »- »-- ------ 67+ 0 M68+00 ----------------------------------------- M69 +00 M70 +00 M71+00 ------------ ------------------- - - --- - ti M72 +00 M73+00 ------------------------------- -- ----------- --- - - - -- - - H ILE 'E (TYP.) Y NOTES: Q z TURN ARROWS SHALL BE 5 Fo "� U) FL 7,0 O PPEERNWSDOT STANDARD Yn °z w ( 40 2) RAILROAD STRIPING SHALL . w _ BE PER WSDOT STANDARD - PLAN 3) CROSSWALK STRIPING SHALL ------- ---- -- LEPER WSDOT STANDARD 64+00 M65+0C -� MBR. vi W - 4) YELLOW DOUBLE STRIPING PER -- ------ -------------- WSDOT/APWA STANDARD PLAN z H -3a (DETAIL B) _ - r 5) YELLOW TWO -WAY =1 TURN STRIPING PER WSDOT/APWA WHITE GORE STRIPE (TYP.) SEE NOTE 7 0 STANDARD PLAN H -3a (DETAIL C) WSDOT/APWA ST 4C 6) STRIPING ANDARD PLAN i H -5d (LANE STRIPE) 4 7) WHITE- GORE STRIPE PER WSDOT/APWA STANDARD PLAN H -3a (DETAIL A) B) STRIPING SHALL NOT BE APPLIED WITHIN m �+ SEVEN (7) FEET OF THE CENTERLINE °+ 3 a m z rn m OF THE EXISTING RAILROAD TRACKS_ mmm o �W o m?:2 _ wQEn�3z63(i —, D01Q }3Z ZOd zQF w0- C7 -ES�— U�tn z� D w(ao m W� — } (n In — O I.._ ---------------------- ----- -- ----- ----- --- --- d-- --- ---- ---- ---- ------ ---- v - - - - - -- - ---- --- --- ------- --- ----- ---- - -- -- ---- --- ---- ---------------- Z— - -7— - J �. S RAILROAD V ems} CROSSING PAVEMENT � I I i O o 0- m (- m j�o T - z o Q- C I rw- °o Q -N - .l4Jt D G�t[3G m� _ m ~p m��c°°o..° �o ° .n °aN o aoQm win O�a`+° 3 m 3 C -°° o� � +.0 + rn + w Kin 1=1 Jv�m r: Z o m 3 < - ° c� moo. of °m. o + o + + =m w� _ pro ve [n :.F� w �mm w w�� 3+ �z� 3� }tw—O� C w vim w O�. w�n.0 rOa K F--ZQ U UOQ ¢ } w�,- z _ m moan- m (n APPP.OX 3 "s dill TREE (TYP.) m M--- -- - --- -- M ' M82 +00 - -_ -- ----- ---------------- - .Y- — +� _ _M84+00 M f » +00 »» M88+00 —» �s- _T_ - - —T- - - ---------- --- -- °-_-- -- -___- :. 8.91' - - -_- -_- -- ----------- -- ------ ----- »� »------ -i 1'_O ------ --t --°- �. CURB-RADIUS 7193.67 f - STA M85 +75.22, - a BEGIN LANDSCAPING ISLAND) _ D RADIUS 5.5 �! �L CURB LANDSCAPING -81' ISI:rSND CURB RADIUS 2.48' \ - _ - - CURB RADIUS 5.55 CURB RADIUS 5 50 0 S0 100 150 STA M84 +93.90 - STA ME6 +61.49 STA M89 +44.85 CURB RADIUS 10.26' - \\ -- - STA M90 +16.02 SCALE IN FEET STRIPING AND LANDSCAPING RESTORATION PLANS (1 " =50') "SCALE: 1.,_50,. Q REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 : - - Garry ,Struthers Associates, Inc. © - `2955 '80th Avenue SE o : Mercer Island, WA. N0:V�ON BY OAiE DENGME DPMM -- J.H FECOM W � -.a .f IWPRME .� c F 0) tu Z J V i w . a �- � Um3r Z w ¢ ,2226 Mw MP _ � II (I li ll ll ll l ll ll ll li 11111 s M92 +00 --- --- --------$ _ _ _ M94+00 - ---- ---- ---------- I _ OAKESDALE AVE oZ Il ll ll llil ll II II II II I II 0 ° t�c) ¢ END LANDSCAPING ISLAND CURB RADIUS 1 -03' STA M91+16.08 - 1 _ -. ..D_ I1 QZ . 132372 DAM B.T. R M E T R O Mw*O V of Meacpaton -Seaft JULY 1996 w G T/�.T. SOUTH INTERCEPTOR — PARALLEL �"� NO. A76 ,- - w PHASE u cownUCT.NO.' STRIPING AND LANDSCAPING owf _ 0118. W. W/M 29-94 RESTORATION PLAN S"EE` NO: 23 OF as G v _ I, I 24X ROLL 15,, ® FR - w,4 4 { j J �'n l See original file copies for submittal anc approval signatures, and I or engineer's professigni 9/96 1 seal DENGME DPMM -- J.H FECOM W � -.a .f IWPRME .� c F 0) tu Z J V i w . a �- � Um3r Z w ¢ ,2226 Mw MP _ � II (I li ll ll ll l ll ll ll li 11111 s M92 +00 --- --- --------$ _ _ _ M94+00 - ---- ---- ---------- I _ OAKESDALE AVE oZ Il ll ll llil ll II II II II I II 0 ° t�c) ¢ END LANDSCAPING ISLAND CURB RADIUS 1 -03' STA M91+16.08 - 1 _ -. ..D_ I1 QZ . 132372 DAM B.T. R M E T R O Mw*O V of Meacpaton -Seaft JULY 1996 w G T/�.T. SOUTH INTERCEPTOR — PARALLEL �"� NO. A76 ,- - w PHASE u cownUCT.NO.' STRIPING AND LANDSCAPING owf _ 0118. W. W/M 29-94 RESTORATION PLAN S"EE` NO: 23 OF as G v _ I, I 24X ROLL 15,, ® FR - w,4 4 { j J �'n l 3 2 1 24,E ROLL 158 F 3 4 5'--- See original f copies for submittal an approval signatures, and or - engineer's professi n 1 seal- 9 6 24,E ROLL 158 F 3 4 5'--- I s a i t ® nty1mu ro MULECf lane COUNTY CONSTRUCTIOn RECORDS if ® AM LOCATION OF ATiN MEO CULVERT. AM DETAIL. BN 3/95 FOEREwc;E. REISSUE OF COMPLETE DRAWW SET. Garry Struthers Associates, Inc. ® LMM OF JACKED PEE CHAIIIM FROM W -O' TO 76'-T EIN 1/95 , TO ALLOW FOR FUTURE CULVERTS (LAY OTHERS) PER CITY OF 2955 8 0th Avenue SE . REIM COMMENTS (11/3/94). O M ` ercer, Island, WA. No EVISION BY DATE W w =�7 JJ8 � A— 111—Zlf ENaNI0ts. INC. 132374 See original fil ( copies for submittal- on approval signatures, and or engineer's professi n I seat 8 g GR A g C D E F � r 24 ROLL 15-1 %w 10 ENaNI0ts. INC. 132374 . Y. q#Af1G .. " o'M E T R O MaMciPaiitY of Metropolitan Seatrie. JULY 1906 ' P.AY.N: ECKED: CALE. SOUTH INTERCEPTOR - PARALLEL ILE NO: JRR U BAINR COAOAENDED: t. PHASE 11 A75 )RAWING NO - APPROVED: - CONTRACT NO: PIPE LOADING 5102 L _ WM 29 -94 - HEET NO: 2OF 32 GR A g C D E F � r 24 ROLL 15-1 %w 10 Garry. Struthers Associates; Inc —ad TO REFLECT KING COUNTY CONSTO1c M RECORD 7/96 2956, 8 0th - Avenue S E REISSUE OF COMPLETE oRA1MNG SU oN 3/95 e . Mercer Island, WA NQ VISIaV BY DATE See original fil copies for submittal an approval signatures, and or engineer s prafessi n il seal � 6 M. CI'IG - - ® M T.R MurdelPalRY of Metropolitan Seattle ,,pW,y tggg CKER SOUTH INTERCEPTOR - PARALLEL iLE N@ A76 �/ WAR AS NOTED - PHASE. II - - AVING PO FWTM NORTH END CROSSING S103 ww j -2Zt w/M 29 -94 STRUCTURE - PLAN, & SECTION ET Ne ff T" I c n F .2L v6 /7 A - . - r - __ ✓ V ® ® ` 3 4 7' �I ti U 5 . c 4 J a c #4 • 12 oc. tir / #fi TYP \ 10610 PIPE c SEC710!! OF APE W BE REIMM AFM COMPLEi1011 ° + OF S�uRE m DETAIL 1 108 *0 PIPE SCALE. 4 4 UL N.T.S. O. / 14-4 7/16' f \ // / \ NV EL 97.74 � N - / �/ INV EL 97.72 `y INV EL 97.77 3 3 2' , - -_ -- T - - - - - -_ _ %�__ - - — — �--- - - - - -- - - - -- [] -Ftow �� -- - -- - - - p -- - - - - -- - - -- -- - -- -- ,�o 0, FLOW / EXIST 72° / t % F 5105. 5104 - / r SEE OVAL 1 % \ Q / / f / THIS SHEEP iYP _ 1 6!-2* W-4 7/16 N.T.S. STAGE CONCRETE SECOND TYP 5105 108 O PIPE ■'ei EL 97.71 1OV# PPE 1 i - PLAN - CROSSING STRUCTURE NORTH END. - SECTION - CROSSING STRUCTURE NORTH END ZJ Zo Z 4 U 1 1 SCALE 1/4 ° =1._0. � i /4' =i'-0 : °0 vs Li N W Z J U I Garry. Struthers Associates; Inc —ad TO REFLECT KING COUNTY CONSTO1c M RECORD 7/96 2956, 8 0th - Avenue S E REISSUE OF COMPLETE oRA1MNG SU oN 3/95 e . Mercer Island, WA NQ VISIaV BY DATE See original fil copies for submittal an approval signatures, and or engineer s prafessi n il seal � 6 M. CI'IG - - ® M T.R MurdelPalRY of Metropolitan Seattle ,,pW,y tggg CKER SOUTH INTERCEPTOR - PARALLEL iLE N@ A76 �/ WAR AS NOTED - PHASE. II - - AVING PO FWTM NORTH END CROSSING S103 ww j -2Zt w/M 29 -94 STRUCTURE - PLAN, & SECTION ET Ne ff T" I c n F .2L v6 /7 A - . - r - __ ✓ V ® ® ` 3 4 7' �I ti U 3 4 3 z i t� t 24X ROLL I Pf'w *0 i x i t� t 24X ROLL I Pf'w *0 THOROUGHLY CLEAN CONC SURFACE AND COAT W/ EPDXY BONDING AGENT JUST PRIOR TO PLACING CONC TYP 4 3 a SECTION SCAM 1/4' - DETAIL SCALE: 1/2' -0IMEN ADDED SION. KIM OF COMPLETE DRAWING SET. NU- - ' REVISION W EL 97.74 _ 4 GROUr FILL #6 GROur INVERT AFTER PIPE SECRON IS REMOVED CsROUT RLL C SECTION D SECTION E SCCAS SCALE: 1/4 _ 1'=0' 5103 S1iii #6.12" #746' 3: 16 0 12' � A 12• SI4 TIES A 12' SEE DETAIL 1 EA FACE SHEET 5103 J7 46 JS nP ro CONCI0f G p�aOO o #6 A 12 EL 97.77 TIES w } OIL 5 s 2261 .. ^� Al2' #706' U w0 L SECTION DETAIL 3 SCAM 1/2' = 1' -0' s1o3 Z SCALE: 1 -32377 414- DATE, eflRag M diERNG ® ®• ' ' E T e®7 rs �---- -p' =nty of Metropolitan Seattle n6 ad JULY 999 rsignatures, riginal fil copies for DRAWN, SCALE- ALE wy Garry Struthers Associates, Inc mittal an approval saUTH INTERCEPTOR - PARALLEL A76 Eff /.N2 W BhKNt AS NOTM PHASE 11 RAVING N6 29rJ�' .$�til Avenue SE and or engineer's i REMMMENDED rofessi n Beal TRACT NORTH END CROSSING 5105 Mercer fsl<^:::nd, WA. W/M 29-94 STRUCTURE - SECTIONS & DETAILS NEET No, nw 32 t G �' c �; -22- -0719 H 24X R 0 L L 11 a� v 349 Garry Struthers Associates,. Inc_ ® MW M lUcr lane COO 00001WI N RECM 7/96 2955 80th -Avenue SE ® WSSE or oMVLM 10016 SET ON 3/95 `: - Mercer Sland, V1/ A. ND. Ww - f ®� ga` REVISI@! - BY DATE ll �� =�m E T R..O Munloipanty'of Metropolitan Seattle A See original fil copies for submittal an approval signatures, and or engineer's professi n I seat 9 8 A76 EQepiCED DRAWM tO TACT w= SOUTH END CROSSING ttr 30' STRUCTURE -PLAN J 5 i s 'I 4 — — — — — — — — — — Nm 10ro PIPE « i PFECA6T OONCf�tE 8lfiieiFJIP .: (j! 4 /�� Q !f 'I • i ------- - -- - -- VAM MIT EL 99.Q0 \ me \ \ N.T.S. \ 3 WN S4 i CONNIM"M PIPE CN IW OWN i EMT YNOW i EL t06.6Q ._ � JC — _ € Bw W ME SWAM (_E>aSr VO PIPE (TO REWW) ENEF VO PIPE - - - - - - 2 eNrnlc our two E>osr+c rt'f PIPE ( NA. S107 - / , 2 To CNN= 70 NIN st a CONNECRIR PIPE 5197 1S--4 t. TS. i MOMME SMONS \q J [kF[ \ .. W >1 PER LOU Pc m 0 485-4352 Z FQ = O U z`- z wa: N C� _ -222614.. O U JN H z Garry Struthers Associates,. Inc_ ® MW M lUcr lane COO 00001WI N RECM 7/96 2955 80th -Avenue SE ® WSSE or oMVLM 10016 SET ON 3/95 `: - Mercer Sland, V1/ A. ND. Ww - f ®� ga` REVISI@! - BY DATE ll i N. CHERNG �� =�m E T R..O Munloipanty'of Metropolitan Seattle A See original fil copies for submittal an approval signatures, and or engineer's professi n I seat 9 8 i N. CHERNG �� =�m E T R..O Munloipanty'of Metropolitan Seattle A •• —JULY 1996 DRAW CKED Ems` SOUTH INTERCEPTOR - PARALLEL FILE ND EN /JR 10 EL1N6iR 1' PHASE 11. A76 EQepiCED DRAWM tO TACT w= SOUTH END CROSSING 5106 w/tr 2e -94 STRUCTURE -PLAN BEETa as A B C F3 , E F G zr� /�i H [ L 2 ROLL I's 4 v R EF ■ a q, t 4 3 2 1 Cn ti N N s POLYPROPI'LEHJE E' EIS. Ic. aZ 1 /32379 ;. - RUNGS EIIf3EDDED REVISED 70 REFLECT KING COUNTY CONSTRUCTION RECORDS s 7 96 Garry {, ( -... Garry - Struthers Ass c ,,iteS, - Inc. - © o. ((�� C p 2 /55 80th SE :. 16 a 12° N CONCRETE -..- See ongmoT fiL -. : submittal an Signatures. and g > copies for IL_CHERH(. I' ®f i i E T -R.® Marie' aMY of Metropolitan Seaftie Typ 70 BE PRPROU �T�M 0. TO MATCH RO4DWAY j AVN: HECKEo- - �/� W ECOMENDED: CALE: ::.. AS NO Tm .. - INTERCEPTOR - PARALLEL sourti PHASE 11 :. 1LE NO: - ; A7S ➢RAVING -NOQ IOWO PIPE — — — ADDED NOTE. :REISSUE OF COMPLETE DRATMING SET P.EVISION wav -t ,�Z8t6 EIN BY 3 95 DATE ,Avenue-_ Q Mercer Island- WA. .. - -- professi n ea! 9 orenginee. P� - CUT 7ENOtM EM 72° PIPE 48700 ° ^„;; a' A B C: ; D - -- - F = AFTER 54 f CONNECTOR PWE MANHOLE SECTIONS is CONCRETED N PLACE H G ;. �4 _ 2226.1 F fig. t" IWO.PPE i = 2" $ f6 e If 7HNO11silo1lr { U) o � 1 _! 2•-0° - 81.01011m < 2' e 7TrF � t J. PO-#6 4 °aRACE 5 LADDER 4 OF CONCRETE ONLY TO EXISL CONCRETE NV EL 99.60 SECTION SCALE 1/4 = 1'-O° 5106 r NW 5C* WE C�Oli�ll{>Iwi g' �i 2' 16OIfEll 3 SOUTH END CROSSING STRUCTURE - SECTION rH SCALE 1/4° = 1•-Q° SS06 1 #6 O 2° - _ 7w T OF 4 t - 1/2 4 GROUT FIDiO TO BE PROVM AT 6'-0° OC FOR #6 BARS AROUND GROUTING OUTSIDE OF PIPE 724 PIPE AT FACE 2`-0' TYp OF CONCRETE ONLY e JACKED 2,--0° TYP CARRIER t _ e/f; PIPE o� NOTE_ SEE SHEET S102 FOR LOCATION z 0 0 : .. - cc x ZO. L� 0 SCALE SECTION 1/4° = 1' -O° ' 5106 Twice - JACKED CARRIER PIPE u�1 ®ER RAILROAD _ ... .. SCALE 1f4 = 1, -0. - - C) � N W JJ ° J� _ Cn ti N N s EIS. Ic. aZ 1 /32379 ;. - REVISED 70 REFLECT KING COUNTY CONSTRUCTION RECORDS 7 96 Garry {, ( -... Garry - Struthers Ass c ,,iteS, - Inc. - © o. ((�� C p 2 /55 80th SE :. - -° : -..- See ongmoT fiL -. : submittal an Signatures. and g > copies for IL_CHERH(. I' ®f i i E T -R.® Marie' aMY of Metropolitan Seaftie j_I y 1996 , - approval 's AVN: HECKEo- - �/� W ECOMENDED: CALE: ::.. AS NO Tm .. - INTERCEPTOR - PARALLEL sourti PHASE 11 :. 1LE NO: - ; A7S ➢RAVING -NOQ ADDED NOTE. :REISSUE OF COMPLETE DRATMING SET P.EVISION wav -t ,�Z8t6 EIN BY 3 95 DATE ,Avenue-_ Q Mercer Island- WA. .. - -- professi n ea! 9 orenginee. P� - ONTRAC7NO: W/`1 a'� SOUTH < EN ® Ci R OS S I �i G 1 S 07 SHEET NO+ F 3Z STRUCTURE -SECTIONS &- DETAIL A B C: ; D - -- - F H G ;. �4 _ 2226.1 F 2" ROLL Cn ti N N s A sEr of a (1 1/2'm) #7 0 12 o c 3 -D' GROUT HOLES TO BE PROVIDED EA FACE TYP AT 6'-0� o.c. FOR CAVTTY OUTSIDE OF PIPE. JACKED CARRIER #7 2'_6' PIPE WTSIE FACE TYP o J CONCRETE PAVING ----------------------- F;7 TO BE PLACED AFTER' _ -- -- -- ----- - - - - -- o w - 7 O 12 oc. / #7 ,0 12o.C. _ - GROUTING BEHIND PIPE = Z o 1 # INSIDE FACE' TYP Z a ® - w nwi w 1 N X26 / Q JU N Lfi0F1 P SEi Q SCAM 1/4" _ .1'-0' SCALE- 1/4' _ 1'-0" a z As coNSrRllcrEo oJe 9196 ® REVISED TO REFLECT KING COUNTY MIRllcnon REOORDS 7/96 ® ADDED LOCATKNi OF AeAMMED CULVERT. an 3/95 REISSUE of CMPLEFE ORWNG SET. Garry Struthers Aesociates. Inc. ® LENGTH OF JACKED PIPE CHANGED FROM W-D" TO 78`-0' OW 1/95 ® m TO ALLOW FOR FUTURE CULVERTS (BY OTHERS) PER CRY OF 2955 80th Avenue SE' RENTON COMMENTS (1.1/3/94): Mercer Island/ WA: 9t ,AREVISION _ _ BY DATE _ ENGINEMS., ate. 132380 i MIS T R 0 w-j*aty of w-p-a- seaft JULY 1996 AWN: - HECKED: SCALE: cmurfu s p IEE N0: ' EN /JR W awm 1/47 0 s �,_po,' PHASE .Y A76 CR4/ENIb CROSSING �RAVD' G Imo. CONTRACT ND: R K- S(P��RI`NG® 00 5,108' APPROVED _ W/M 29 -94 STRUCTURE URE PLAN & SECTION ION - EET N0 � �31pF .. - - _ _ A B -D E F G H u, G' 2A,Y ROLL r e Ri��® See original fil - copies for submittal an approval signatures, and or engineer's professi n I seal 9: 6 ENGINEMS., ate. 132380 i MIS T R 0 w-j*aty of w-p-a- seaft JULY 1996 AWN: - HECKED: SCALE: cmurfu s p IEE N0: ' EN /JR W awm 1/47 0 s �,_po,' PHASE .Y A76 CR4/ENIb CROSSING �RAVD' G Imo. CONTRACT ND: R K- S(P��RI`NG® 00 5,108' APPROVED _ W/M 29 -94 STRUCTURE URE PLAN & SECTION ION - EET N0 � �31pF .. - - _ _ A B -D E F G H u, G' 2A,Y ROLL r e Ri��® 4 3 2 vs 170 12-O.C. 17 0 Wo.c. 17 2!-Ir 3 17 TOP & wr 17 TYP 0121". f7--TYP A 17 TYP SPACING MATCH SPACNG HORIZ t VERT REINIF HOW Ni VW RBW �f7 9 Irdc. 11,1Z, IV 7 17 0 121b.c. EA FACE TW -711 17 EA FACE 1 P & "OT O'�o 0 ]1 R EA FACE TYP TYP � 17 TYP 17 10 16r-bx. J7 270 EA X G O.C. QNC_ FILL (M)- f7 Z--6j LL . . . . . . . . . f 7 1-J6 OUTSIDE FACE f7 0 Irmc- 0UFSIDE FACE SEE PLAN SECTION FOR SPACING f7 0 127bc. INSIDE FACE TYP : % #7 1 0 12- ox. FOR SPACING TYP TOP & BOT FLAW CONCRETE TO 6" PVC WATERSTOP TR4NSITION FROM CIRCLE Ir PVC WA11131SM TO - RECIANGLE X-SECTION TYP VARIES AREA TO BE MINNM OF CONC_ FAvmG ALL AROUND NOT ALL AROUND NOT 57 SO Fr SHOW FOR CLARITY SHOWN. FOR CLARIFY / ( 1 TIE a4m war SHOWN FOR cLmm TIE BARS NOT SHOWN FOR CLARITY VARIES SEE PLAN-SECTION FOR LAYOUT. SEE PLAN SECTION FOR LAYOUT �\ \ //l z SECTION N SECTION 00 Sme VIC I,-T- 7 SCALE.- 1/4 1* -w 1s10Q Z 0 8 SECTION 22261 3i, 3 ROLL 1 %5-1 81f m �vffx SCALE. 1/4 = t —0 AS CONSTRUCTED DA 9/96 mm I m- RE ucr Km wimy cmsTmm Rmoms 7/96 A 113— ENGINEERS, INC. 1 32381 17% ADDED LOCATION OF ABANDONED cuLvERr. FBME OF COMPLETE MOM SET. EIN, 3/95 �Garry Struthers Associates, Ine, See 'original ME X CHOW m Muridpoft Of mak""'wn Swww ISTRO UATU imy '1996 copies for DRAW?& CHECKED SCALE, SWM INTERCEPW - PARALLEL FILE 'N3- LENGTH OF JAM PIPE CHANGED FROM W-0' TO 76'-0" EN 1/95 i - - I - I � ­_ 2955 80W Avenue- SE submittal 43n( signatures, and approval 4 or engineer EIN/JR w BAKM 1-T PHASE 0 Alt DRAWM ND - TO ALLOW FOR FUTURE CULVERTS (BY OTHERS) PER CITY OF RENTON COMMENTS (11/3/94) s d', WA. Me, 1 09 professign A seal 96 I CONw ACT NOrcer SPRINGBROOK CROSSING - NO.. L VISION w —jz_j"9 By BATE b /m z9 94 : STRUCTURE- SECTIONS SHEET N[3,, 32� 3.2 v v V H G 3i, 3 ROLL 1 %5-1 81f m �vffx