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HomeMy WebLinkAboutzS-0703Set4 i 2 NTERCEPTOR VICINITY MAP E 1 �3 0 J Sverdrup CORPORATION _ Na REVISION BY DATE LOCATION MAP DRAWING INDEX DRAWING SHEET NO NO TITLE G100 1 VICINITY MAP, LOCATION MAP AND DRAWING INDEX G101 2 KEY SHEET G102 3 ABBREVIATIONS, STANDARD SYMBOLS AND LEGEND G103 4 NEIGHBORHOOD MAP 6104 5 GENERAL NOTES AND STRUCTURAL NOTES C100 6 SURVEY CONTROL AND EASEMENT PLAN STA. 1 +00 TO 27 +00 C101 7 SURVEY CONTROL AND EASEMENT PLAN STA. 27 +00 TO 54 +00 C102 8 TEMPORARY EROSION SEDIMENTATION CONTROL (TESC) NOTES C103 9 TEMPORARY EROSION SEDIMENTATION CONTROL (TESC) PLAN STA. 1 +GO TO 27 +00 C104 10 TEMPORARY EROSION SEDIMENTATION CONTROL (TESC) PLAN STA. 27 +00 TO 54 +GO C105 11 TESC DETAILS SHEET 1 C106 12 TESC DETAILS SHEET 2 C107 13 PLAN AND PROFILE STA. 1 +G0 TO 14 +00 C108 14 PLAN AND PROFILE STA. 14 +00 TO 27 +00 C109 15 PLAN AND PROFILE STA. 27 +00 TO 40+00 C110 16 PLAN AND PROFILE STA. 40 +00 TO 53 +20 C111 17 PIPE DETAILS, SHEET 1 C112 18 PIPE DETAILS, SHEET 2 C113 19 PIPE BEDDING, TRENCHING AND SHORING DETAILS C114 20 STRUCTURE NO.R18A -1 CIVIL DETAILS C115 21 STRUCTURE NO.R18A -1 STRUCTURAL DETAILS, SHEET 1 C116 22 STRUCTURE NO.R78A -1 STRUCTURAL DETAILS, SHEET 2 C117 23 CROSSING STRUCTURE NO.R18A -9 CIVIL DETAILS C118 24 CROSSING STRUCTURE NO.Rl BA -9 STRUCTURAL DETAILS, SHEET 1 C119 25 CROSSING STRUCTURE NO.RIBA -9 STRUCTURAL DETAILS, SHEET 2 C120 26 LOW HEAD k TRANSITION STRUCTURE CIVIL DETAILS C121 27 LOW HEAD k TRANSITION STRUCTURE STRUCTURAL DETAILS C122 28 WATERMAIN CROSSING PLAN AND DETAILS C123 29 RETAINING WALL PLAN AND DETAILS C124 30 CONNECTION TO EXISTING SEWER AT SW 27th STREET PLAN C125 31 STRUCTURE NO. R18A -11 CIVIL AND STRUCTURAL DETAILS C126 32 STOP LOG DETAILS 1 5 1 4 1 3 1 2 a' { v HIGH WATER MARK: 1 �l 100 YEAR FLOOD PLAIN IS AT W OR ELEVATION 16.4- N.G.V.D. (116.4 - METRO). MOST OF THE SITE IS BELOW THIS ELEVATION. A 120200 ti0 >3. e XS3GNED: R.B. T A O Munlcipallty of Metropollton SeatUe )AI NOVEMBER 1992 J.LP. J.D.B. AS SHOWN SOUTH INTERCEPTOR — PARALLEL PHASE 1 , /� iwoe VICINITY MAP, LOCATION MAP G100 W/M 4492 AND DRAWING INDEX E>S 08/14%93 A B C D E F C H S.E. 1/4 SEC. 24, T.23N., R.4E., W.M. ■ -- N.E. 1/4 SEC. 25, T.23N., R.4E., W.M. � � ���Il�+ i `� � 5 �tllll CITY OF RENTON C-) N O WN 7) M ll F Z f7 R18A -8 N 11 tr) W CONNECTION TO EXISTING 12' SS ,= 0 Q m (n BEND CONTRACTORS STORAGE YARD FOR THIS PROJECT R1EA -e 60' W EXISTING P -1 CHANNEL n BEND N W fn ROPOSED PROPOSED LOW HEAD PETROLEUM LINES STRUCTURE LOW HEAD STRUCTURE CROSSING STRUCTURE R18A -9 3 R18A -1 RIBA-2 108' SS R18A -3 R18A -4 108' SS R18A -5 pROPOSED 108' SS R18A -7 CONNECTION TO EXISTING 72" SS 0 EXISTING 72" O CONNECTION TO SS EXISTING 72' O 2 1 0 i N HR REy1" PHASE 1A SCHEDULE A BY I DATE J� PHASE 113 SCHEDULE 113 200 0 200 100 600 FEET (1' -200') Sverdrup CORPORATION 13 1 2 Ir C, R Q; � 2 1 d . M A C 128201 R.B. ="- M E T R O Municipality of Metropolitan Seattle NOVEMBER 1992 ' SOUTH INTERCEPTOR - PARALLEL ' D.L.O. J B. PHASE HASE 1 7 KEY SHEET G101 W/M 4492 — ' 2 32 OF r ■ Ism ��ii�,L''r -�i � f�, 1 :�Ii� I � Ami±9 � A � � ���Il�+ i `� � �aL..3ii►� ,,�i► y 1� �tllll 2 1 0 i N HR REy1" PHASE 1A SCHEDULE A BY I DATE J� PHASE 113 SCHEDULE 113 200 0 200 100 600 FEET (1' -200') Sverdrup CORPORATION 13 1 2 Ir C, R Q; � 2 1 d . M A C 128201 R.B. ="- M E T R O Municipality of Metropolitan Seattle NOVEMBER 1992 ' SOUTH INTERCEPTOR - PARALLEL ' D.L.O. J B. PHASE HASE 1 7 KEY SHEET G101 W/M 4492 — ' 2 32 OF 5 4 3 2 1 A 8 C 0 E F G H ABBREVIATIONS TYPICAL SECTION AND A88R ABBREVIATE(D) CHAM CHAMFER DIFF DIFFERENTIAL FM FORCE MAIN MATL MATERIAL REOD REQUIRED DETAIL NUMBERING SYSTEM ACT ACTIVATED CH CHANNEL, CABINET HEATER DIM DIMENSION(ED) FWD FORWARD MAX MAXIMUM - RET RETAINING) ADPT ADAPTER CV CHECK VALVE, CONTROL VALVE DISCH 0 SCHANGE(ED FON FOUNDATION MECH MECHANICAL REW RETAINING WALL AD ADDENDUM CHEM CHEMICAL DISC DISCONNECT FURN FURNISHED MJ MECHANICAL JOINT FIT RIGHT ADD ADDITIONAL CO CLEAOUT DN DOWN FUT FUTURE MED MEDIUM RH RIGHT HAND ADH ADHESIVE CLR CLEAR, CLEARANCE DWG DRAWING GALV GALVANIZED MTL METAL R/W RIGHT -OF -WAY ADJ ADJUSTABLE CLK CLOCK DAB DRILLED ANCHOR BOLT GSKT GASKET MIN MINIMUM RDWY ROADWAY (t) SECTION TAKEN 20 AGG AGGREGATE COMPT COMPARTMENT DIP DUCTILE IRON PIPE GV GATE VALVE MISC MISCELLANEOUS SAF SAFELY CUT ON SHEET AMB AMBIENT COMP COMPLETE(TION), COMPACT(ION) EE EACH END, ENGINE EXHAUST GA GAUGE MIX MIXTURE SCH SCHEDULE DIRECTION SECTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE "COMPR COMPRESSOR EF EACH FACE, EXHAUST FAN GEN GENERAL, GENERATOR METRO MUNICIPALITY OF METROPOLITAN SEATTLE SEC SECOND, SECONDARY SECTION LETTER IS LOOKING ANC ANCHOR CAD COMPUTER AIDED DESIGN EW EACH WAY GL GRADE LINE WTR -C2 NONPOTABLE CITY WATER SECT SECTION AB ANCHOR BOLT CADD COMPUTER AIDED DESIGN & DRAFTING EWEF EACH WAY EACH FACE G13V GLOBE VALVE C2 NONPOTABLE CITY WATER SEW SEWER C ACV ANGLE GATE VALVE CMA COMPUTER- MANUAL -AUTO CONTROL STATION EA EACH GR GRADE NRS NONRISING STEM SK SKETCH O AV ANGLE VALVE, ACID VENT CONC CONCRETE ESMT EASMENT GRTG GRATING N NORTH SL SLOPE SHEET ON WHICH '•� ,• AVE AVENUE CCP CONCRETE CYLINDER PIPE E EAST - GND GROUND N/A NOT APPLICABLE S SOUTH SECTION WAS TAKEN SHEET ON WHICH ARCH ARCHITECTURAL CCSP CONCRETE LINED & COATED STEEL PIPE ELL ELBOW GRT GROUT NIC NOT IN CONTRACT SPC SPACE SECTION APPEARS ASTM AMERICAN SOCIETY FOR TESTING MATERIALS CMU CONCRETE MASONRY UNIT EL ELEVATION (ELEV.) GO GUARD NTE NOT TO EXCEED SPG SPACING (2) SHEET 20 SHOWS THE SECTION & IS AUX AUXILLARY - CNDS CONDENSATE EMBD EMBEDED, EMBEDMENT HH HAND HOLE NITS NOT TO SCALE SO SQUARE IDENTIFIED AS BELOW AVE AVENUE CND CONDUIT EMER EMERGENCY HS HAND STATION O/C ON CENTER SS SANITARY SEWER AVG AVERAGE CONN CONNECT(OR)(ION) ENCL ENCLOSURE H HAND OHP OVERHEAD POWER STD STANDARD SECTION LETTER BPR BACK PRESSURE REGULATOR CONST CONSTRUCT(ION)(ED) EC END OF CURVE HDWR HARDWARE OPNG OPENING STA STATION B/8 BACK TO BACK CJ CONSTRUCTION JOINT ENGR ENGINEER HDR HEADER ORIG ORIGINAL STG STARTING IDENTIFIER C BK BACK, BOOK COTR CONTACTOR ENTR ENTER, ENTRANCE HT HEIGHT QA OVERALL STL STEEL SCALES BCFV BACKFLOW CHECK VALVE CONT CONTINUE (D), CONTROL, CONTINUOUS EQ EQUAL HI HIGH OVFL OVERFLOW SO STORM DRAIN 0 2 BFP BACKFLOW PREVENTER CONTR CONTRACT (OR) EQUIP EQUIPMENT HWTR HIGH WATER PVT PAVEMENT STRUCT STURCTURE SHEET ON WHICH —SHEET ON WHICH 13AC BACTERIA, BACTERIOLOGICAL CORP CORPORATION - EQD EQUIPMENT DRAIN HORIZ HORIZONTAL (HOR) PERM PERMANENT SW SOUTHWEST SECTION WAS TAKEN SECTION APPEARS BALV BALANCING VALVE CRE CORROSION RESISTANT EQUIV .EQUIVALENT IN INCH " PHASE PHASE TAN TANGENT BV BALL VALVE CORR CORRUGATED EST ESTIMATE(D) INFO INFORMATION PIVC PT OF INTERSECTION OF VERTICAL CURVE TEL TELEPHONE BSN BAR SCREEN CMP CORRUGATED METAL PIPE EXC EXCAVATION ID INSIDE DIAMETER PSI POUNDS PER SQUARE INCH TYP TYPICAL (3) DETAILS ARE CROSS- REFERENCED 8M BEAM, BENCHMARK CTR COUNTER EXIST EXISTING IF INSIDE FACE PT POINT UG UNDER GROUND IN A SIMILAR MANNER, EXCEPT BRG BEARING CCW COUNTER CLOKWISE ES EXISTING SURFACE INSTL INSTALL PVC POLYVINYL CHLORIDE UN UNION THAT DETAILS ARE IDENTIFIED 4 BTD BEARING TEMPERATURE CSK COUNTERSINK(SUNK) EJ EXPANSION JOINT INT INTERIOR, INTERNAL PC PORTLAND CEMENT UP UTILITY POLE BY NUMBER RATHER THAN BY SCR BEGINNING OF CURVE CENTER CPLG COUPLING EXT EXTERIOR INVEL INVERT ELEVATION (IE) POS POSITION V VALVE LETTER BLK BLACK, BLOCKING) CRN CRAIN EX EXTRA INV INVERT, INVERSE PP POWER POLE VC VERTICAL CURVE BF BLIND FLANGE XLP CROSS- LINKED POLYETHYLENE FAB FABRICATE(D)(TION) JT JOINT P/S PRE - STRESSED VCP VITRIFIED CLAY PIPE 80 BLOWOFF CUFT CUBIC FEET (FOOT) F FACE JF JOINT FILLER P/C PRECAST CONCRETE VOL VOLUME BC BOLT CIRCLE, BEGIN CURVE CFH • CUBIC FEET PER HOUR FF FAR FACE, FINISHED FLOOR KIP 1,000 POUNDS OTY QUANTITY WIR WATER BOP BOTTOM OF PIPE CFM 'CUBIC FEET PER MINUTE FS FAR SIDE LB POUND OTR QUARTER WF WIDE FLANGE BLVD BOULEVARD CFS CUBIC FEET PER SECOND FED FEDERAL LVL LEVEL R RADIUS. RISER W/ WITH BKT BRACKET CUIN CUBIC INCH FIG FIGURE LL LOW LEVEL RR RAILROAD W/O WITHOUT BLDG BUILDING CUM CUBIC METER FLT FILTER, FLOAT LW LOW WATER REC RECEIVE W WEST BUV BUTTERFLY VALVE CUYD CUBIC YARD FCR FINE CRUSHED ROCK LWL LOW WATER LEVEL RECD RECEIVE BP 'BYPASS CYL CYLINDER FIN FINISHED LWR LOWER RED REDUCE, REDUCER Cl CAST IRON DEC DECREASING FTNG FITTING MACH MACHINE REF REFERENCE CIP CAST IRON PIPE DEPT DEPARTMENT FIX FIXTURE MAINT MAINTENANCE REG REGULATE(OR)(ED) CEM CEMENT DESCR DESCRIBE FCA FLANGE COUPLING ADAPTER MGMT MANAGEMENT REINF REINFORCE(ED)(ING) CMC CEMENT MORTAR COATED OSGN DESIGN FLG FLANGE(D) MH MANHOLE R/C REINFORCED CONCRETE - CML CEMENT MORTAR LINED DET DETAIL FLEX FLEXIBLE MAN MANUAL RCP REINFORCED CONCRETE PIPE CTR CENTER • DIAG DIAGRAM FL FLOOR LINE, FLOW LINE MFO MANUFACTURED REBAR REINFORCING BAR (CONCRETE) C/C CENTER TO CENTER DIA" DIAMETER FT FOOT, FEET MFR MANUFACTURER RESTL REINFORCING STEEL CL CENTER LINE, CHLORINE, CURRENT LIMITING FTG FOOTING MFG MANUFACTURING REM REMOVE((A(BLE) M/L MATCH LINE REPL ING) STANDARD SYMBOLS 3 NATURAL GROUND OR GRADE U ORNAMENTAL STREET LIGHT OHP OVERHEAD POWER LINE — — — — — EDGE OF TRAVELED WAY, INVISIBLE OR HIDDEN LINE - T BURIED TELEPHONE CABLE HANDRAIL NATURAL GROUND OR GRADE ® VALVE TS TRAFFIC SIGNAL CONDUIT DRAINAGE DITCH - (WITH FLOW DIRECTION) ROCK FIRE HYDRANT NEW FORCE MAIN, SEWER OR WATER OUTLINE OR BOUNDARY CONCRETE ❑ WATER METER BOX 725 EXISTING CONTOUR � BREAKUNE " PRECAST CONCRETE ❑ CATCH BASIN OR INLET 125 PROPOSED CONTOUR (H }- -- -- GRID LINE ��+, 8' CONSTRUCTION EASEMENT EASMENT NO. 2 CONCRETE BLOCK S i 0 DECIDUOUS TREE &SIZE , 4" CENTER LINE O()00 00011-OC)0 WOOD POSTS ® BRICK j_— EVERGREEN TREE &SIZE = PROPERTY LINE -( )- EXIST. LIGHT POLE Y ® STEEL TD COORDINATE CALL OUT SECTION OR POWER POLE -- - - ---- SUBDIVISION LINE • ...... ........ • TEMPORARY CONSTRUCTION EASEMENT CHECKER PLATE - 72'SD STORM DRAIN & SIZE OUTLINE EXIST. - INSTALLATION PERMANENT EASEMENT BOUNDARIES 10"SS SANITARY SEWER &SIZE GRATE ^• • .^ .'- • _• r'' • CEMENT CONCRETE PAVMT 7T SS EXIS71NO SANITARY SEWER (NO CURB) — — LARGER THAN 36" MATCH LINE SURVEY MONUMENT OR PERMANENT BENCH MARK 108" SS PROPOSED SANITARY SEWER LARGER THAN 38" — X— X —X —X— NEW FENCE - EXISTING MANHOLE 6"W WATER MAIN & SIZE —X— —X— —X EXISTING FENCE 12"F FIRE MAIN & SIZE O NEW MANHOLE EXIST. CULVERT /PIPE s `e. E BURIED POWER CABLE G RAILROAD (DOUBLE TRACK) SOIL BORING & DESIGNATION RAILROAD (SINGLE TRACK) 128202 4 DESIMED: R.B. =`� Municipality of Metropolitan Seattle DAM NOVEMBER 1992 I tD �* THIS BAR IS 1" ACTUAL SIZE. Z DRAW SOUTH INTERCEPTOR - PARALLEL Nm COF2POFiAT10N 1/412 1• 2, T.R.B. J.D.B. NONE PHASE 1 A ""F — IF NOT I', SCALE ACCORDINGLY. ABBREVIATIONS, STANDARD o 6102 W/M 4492 SYMBOLS AND LEGEND IifYt51Ct1 BY DATE EXPIRES 06/14/93 ,jam n v r 5 4 3 2 1 A B C D E F C H CITY OF RENTON + + + + + O- P .......'... : ::... � M -P , + - --_ _ M -P G -1 M -P PRtMGBR QK...... :..�...:Ci�l= URIOC1110c + Itit UUUNU UUMI'ANT IJ UUM IKUUIINU A NEW CSTC BUILDING ON PARCEL 1. 6' '0 THE CONTRACTOR SHALL COORDINATE t— WORK WITH OTHER CONTRACTORS PER s SECTION 01040 OF THE SPECIFICATIONS. vi PHASE 1A SCHEDULE A 2 9 rn w 0 M N mmmTo t.1 r SOLES 4\4LION BATS SALES NOTE: PAVILION HORSE SALES PAVILION & ASSOCIATED BARNS r WILL BE USED THROUGHOUT CONSTRUCTION AND N ACCESS MUST BE MAINTAINED. CONTRACTOR SHALL COORDINATE WITH THE BOEING CSTC SITE AND BUILDING CONTRACTORS. U7 CITY OF RENTON ZONING DESIGNATION BUSINESS USE G -1 RESIDENTIAL - SINGLE FAMILY M-P MANUFACTURING PARK m■© IAKESDALE 'AVE. S. W. OW■tl 1 3 12 0 -P :::::::.:::::: ::::: ::::::::::::.:.: OFFICE PARK ' a Q 128203 SIGNED: R.B. IV� Munlalpality of Metropolitan Seattle NOVEMBER 1992 A HEC% o' SOUTH INTERCEPTOR — PARALLEL N0' D.L.O. I J.D.B. 1*-200' PHASE 1 ' COMMENDED: A NG NO-. NEIGHBORHOOD GN AC T­N W/M 4-492 MAP G103 PR "o- OF 32 GENERAL NOTES: 1. SURVEY CONTROL MONUMENTS ARE LOCATED WITHIN THE EXISTING R.O.W. OF S.W. 16th STREET CONSISTING OF BRASS CAPS 3 1/2" DIAMETER WITH THE INSCRIPTION: N PAC a PAC �. 277 �� ,W 277 7 h 9 - h 9 + A B STATE PLANE COORDINATES (WASHINGTON COORDINATE SYSTEM NORTH ZONE 1927 NORTH AMERICA DATUM APPROX. & TRUNCATED) U.S. SURVEY FEET. MONUMENT A MONUMENT B N73,142.69 N73_149_62 E 52897_46 E§12-7-706 ELEVATION 117.155 ELEVATION 1174515 ALL COORDINATES SHOWN & REFERENCED ON THESE DRAWINGS HAVE BEEN TRUNCATED AS NOTED BELOW; ACTUAL STATE PLANE COORDINATES, N 173,400 E 1,653,000 AS SHOWN ON PLANS• 4 N 73,400 E 53,000 2. VERTICAL ELEVATIONS ARE BASED ON METRO DATUM WHICH IS NVGD (USC & GS. GEODETIC MEAN SEA LEVEL) PLUS 100 FEET. SUBTRACT 100 FEET FROM ELEVATIONS TO OBTAIN ELEVATIONS PER CITY OF RENTON DATUM. 3. 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. THE P -1 CHANNEL HAS BEEN COMPLETED NORTH OF GRADY WAY. THE DESIGN OF THE 108 INCH DIAMETER SOUTH INTERCEPTOR PARALLEL ACCOMODATES A FUTURE EXTENSION OF THE P -1 CHANNEL BY CONSTRUCTING A LOW HEAD BOX STRUCTURE. THIS STRUCTURE IS PROVIDED AT THE SAME LOCATION AS THE LOW HEAD STRUCTURE LOCATED ON THE EXISTING 72 INCH DIAMETER SOUTH INTERCEPTOR. 5. THE BOEING COMPANY HAS A PROJECT (THE CSTC SITE DEVELOPMENT) THAT WILL BE UNDER CONSTRUCTION CONCURRENTLY IN PARCEL 1 (SEE LOCATION MAP, SHEET 1). UTILITIES THAT WILL BE CONSTRUCTED UNDER THAT CONTRACT ARE SHOWN AS PROPOSED ON THE PIPE PROFILES. THESE PROPOSED UTILITIES ARE NOT SHOWN ON THE PLAN SHEETS. ALL UTILITIES NOT MARKED PROPOSED OR 3 FUTURE ARE EXISTING. 6. WETLAND BOUNDARIES SHOWN ON THE PLANS WERE DEVELOPED USING THE JANUARY 1989 FEDERAL MANUAL FOR IDENTIFYING AND DELINEATING JURISDICTIONAL WETLANDS. 7. A COPY OF ALL DESIGN STANDARDS SPECIFIED FOR USE ON -SITE SHALL BE AVAILABLE IN THE CONTRACTOR'S OFFICE AT ALL TIMES. 8. 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. 9. THE CONTRACTOR SHALL PROVIDE CONTINUAL, RATHER THAN PERIODIC, MAINTENANCE AND CLEANING OF THE WORK AREAS, THE ROADS AND FACILITIES USED BY THE CONTRACTOR AND HIS SUBCONTRACTORS, AND THOSE PORTIONS OF THE CONTRACTOR'S YARD AND THE LAY -DOWN AREA USED BY THE CONTRACTOR AND HIS SUBCONTRACTORS. 10. THE CONTRACTOR SHALL PREVENT CONSTRUCTION DEBRIS FROM ENTERING NEARBY WATERWAYS AND WETLAND AREAS. 2 11. 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. 12. 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 REQUESTED AND THE PROVISIONS TO BE MADE FOR BERMING COLLECTING WASTE OIL. AND PREVENTING RUNOFF OF PETROLEUM PRODUCTS INTO THE SURROUNDING AREAS. , 13. PIPES ENCOUNTERED DURING DEMOLITION SHALL BE TRACED OUT AND REMOVED OR SUPPORTED AS REQUIRED DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL SUBMIT A DETAILED PLAN FOR CONTROLLING DUST ON THE SITE, TO BE APPROVED BY THE ENGINEER. 15. 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 1 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. 16. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AND THE ENGINEER. N m 1 m 0 0 REISKN 8Y DATE A A w U 17. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 18. ROCK FOR EROSION PROTECTION WHERE REQUIRED, SHALL BE SOUND QUARRY ROCK PLACED TO A DEPTH OF i FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 " -8" ROCK /40 % -70% PASSING; 2 " -4" ROCK /30% -40% PASSING; AND -2" ROCK /10 % -20% PASSING. 19. 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 DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY 013UGA11ON FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 20. 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 PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS CITY OF RENTON. 21. ANY REED CANARY GRASS ENCOUNTERED DURING CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE. REED CANARY GRASS HAS BEEN IDENTIFIED FROM STA 4 +00 TO 15 +GO AND STA 26 +00 TO 40 +00. 22. ALL 12 AND 36 INCH DIAMETER PIPE SHALL BE PER ASTM C -76 CLASS 5. 23. ALL 108 AND 78 INCH DIAMETER PIPE SHALL BE M -LOAD DESIGNED REINFORCED CONCRETE PIPE. THE WALL THICKNESS AND REINFORCEMENT SHALL BE DESIGNED BY THE PIPE SUPPLIER USING THE LOADS LISTED BELOW. M -LOAD REINFORCED CONCRETE PIPE DESIGN TABLE AND NOTES: t F PILES ALLOWABLE LOAD 10 TONS CONCRETE EXCLUDING CONCRETE M -LOAD PIPE ( SEE ABOVE ) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 pal AT 28 DAYS. MINIMUM CONCRETE COVER FOR REINFORCEMENT BARS UNLESS DETAILED OTHERWISE, SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST THE GROUND 3" CONCRETE IN CONTACT WITH SEWAGE 2 -1/2" CONCRETE ON EXTERIOR FACE OF EXTERIOR WALLS AND SLABS 2" CONSTRUCTION JOINTS SHALL BE AS SHOWN IN THE PLANS OR SHALL HAVE THE APPROVAL OF THE ENGINEER. ALL EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 3/4" CHAMFER. REINFORCING ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615, GRADE 60. ALL BAR SPLICES SHALL BE AS SHOWN ON THE PLANS. ALL BENDS AND HOOKS SHALL CONFORM TO ACI 318 -89, CHAPTER 7, ' STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -36. ALL BOLTS FOR STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -325. ALL ANCHOR BOLTS IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -307. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1 - STRUCTURAL WELDING CODE - STEEL, FOR NEW BUILDINGS. G H M -LOAD PIPE DESIGN MOMENT ACTING ON TOP 21.4 KIP -FT ACTING ON BOTTOM 31.7 1. DESIGN SHALL BE IN ACCORDANCE WITH THE AASHTO STANDARD SPECIF- ACTING ON SIDE -21.2 THRUST ACTING ON TOP -4.4 KIPS ACTING ON BOTTOM -3.5 ACTING ON SIDE 8.5 - SFIEAR KIPS MAXIMUM 11.6 MOMENT += TENSION ON INSIDE FACE THRUST AXIAL COMPRESSION 1. DESIGN SHALL BE IN ACCORDANCE WITH THE AASHTO STANDARD SPECIF- ICATIONS FOR HIGHWAY BRIDGES 14th EDITION SECTION 17. 2. CONCRETE SHALL HAVE f c -5,000 psi MINIMUM. 3. REINFORCING STEEL SHALL HAVE A fy- 60,000 psi, BUT AN fy- 40,000 psi SHALL BE ASSUMED FOR CALCULATING THE AMOUNT OF REINFORCING STEEL REQUIRED. 4. CROWN OF THE PIPE SHALL HAVE THE SAME REINFORCEMENT AS THE INVERT. 5. CIRCUMFERENTIAL REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 1 INCH. 8. THE EFFECTS OF COMPRESSION REINFORCEMENT SHALL BE NEGLECTED. 7. JOINT GAPS IN EXCESS OF 7/8 INCH SHALL BE CONSIDERED DEFECTIVE. DEEEFFFECTIVE. 8. PROVIDE JOINT SHEAR TEST IN ACCORDANCE WITH DETAIL FOR TYPICAL JOINT PRIOR TO PIPE DELIVERY. 1 GENERAL STRUCTURAL NOTES: DESIGN SPECIFICATIONS: IN ACCORDANCE WITH: BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318 -89 ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES, ACI 350 -89 STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, AASHTO 14th EDITION, INTERIMS THROUGH 1991 CONSTRUCTION LOADS: STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURE. DURING CONSTRUCTION, STRUCTURES SHALL BE PROTECTED AGAINST EXCESSIVE CONSTRUCTION LOADS. DESIGN LOADS: DEAD LOAD REINFORCED CONCRETE 155 pcf STRUCTURAL STEEL 490 pcf LIVE LOAD HS -20 AS REQUIRED _ _ C C EARTH: . . _ . _ _ . . , ,�, • BURIED STRUCTURES WEIGHT OF SOIL 130 pcf _ _ C C ALLOWABLE BEARING PRESSURE 5,000 p U psf U 3 2 4 B D U 2 1 o� 0 - o PARCEL 1989 WETLANDS PARCEL 1 II Imo°" . e _LMONUMENT •K 4SEE NOTE 1, SHT 5 NOTE. STATION BASELINE . rL OF 108• RCP PIPELINE - SURVEY CONTROL LINE IS 1863 Lo 1 f\ I r l II I J I/ / °\ PE�� EASEMT I I I CONSTRUCTION bCSEMOPi \ I I tv / rn Q R EL A I \' \ r'j F_ -1 � � L_ •� GUAcIWT E THIS BAR IS 1' ACTUAL SIZE. IF NOT 1', SCALE ACCORDINGLY. �p 8. 6 128205 P.A.R. " a T R O wnlclpollty of Metropollton Seattle NOVEMBER 1992 Sverdrup UTH INTERCEPTOR EAST P.A.R. P COFtPOP2ATION,�:�� AR R.E.B. 1•-SO' -0• PHASE 1 RECOMMENDED. SURVEY CONTROL & ESMT PLAN C1oo wa EXPIRES: 06/14/93 w/M 4+92 STA 1+00 TO 27 +00 6 32 O V D E F G H 1 4 1 3 I2 N EX.1 SNOW CNO. w LIM 'JANA wilima m�bm I it 1AZ Ell Aw, -V ff 'r VC41 al 1.11AIll EX UTILITY REC. NO, 8- yl VEY g"UuN'E PARK PROPERTIES CENpN'TR-2;'0a 2 PROPERTY LINE N 87,95&54 E 54.026.14 —GLACIER PARK PROPERTIES NO: REVISM By DATE THIS BAR IS VACTLIAL SIZE. Sverdrup CORPORATION f` �GLACIER VEY g"UuN'E PARK PROPERTIES CENpN'TR-2;'0a 2 PROPERTY LINE N 87,95&54 E 54.026.14 —GLACIER PARK PROPERTIES 77 CONSTRUCTION EASEMENT THIS BAR IS VACTLIAL SIZE. 1/41/2 1. Ca IF NOT V, SCALE ACCORDINGLY. 128206 P.A.R. 4 IS pa -ill-bMSTRO MunIcIpallty of Motropolitan S*attte )ATF� NOVEMBER 1992 51•�: SCALF-' SOUTH INTERCEPTOR PARALLEL IU NO, P.A.R. R.E.S• 1.-501-0. PHASE I RECOMMENDE 5%TRACT NO, SURVEY CONTROL & ESMT. PLAN clol . ............ W/M "92 STA. 27+00 TO 54+00 ll�� I V 5 I A CITY OF RENTON JEMPORARY EROSION [SEDIMENTATION CONTROL NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN REVIEW ENGINEER AND THE OWNERS REPRESENTATIVE. . 2. ALL LIMITS OF CLEARING (PROJECT LIMITS) AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE PROJECT. 3. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. 4. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT (EXCEEDING 1' IN 24 HOURS). 5. ALL REQUIRED TESC FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR. CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON —SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO TESC SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS SHALL BE TEMPORARILY COVERED WITH 6 MIL POLYVINYL SHEETING, MULCH, OR SODDING. SHEETING SHALL BE "TOED —IN' AT THE TOP OF SLOPES 2 FEET IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH THE SHEETS. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE 11ME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' X 100' X 12° OF 4 TO 8 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SIZE 9. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND FINAL APPROVALS ARE OBTAINED. 10. AT NO TIME SHALL MORE THAN ONE F0OT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN AN EXISTING CATCH BASIN. ALL EXISTING CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM OR SPRINGBROOK CREEK. 11. TESC FACIUTES SHOWN ON THE PLANS ARE MINIMUM FACILITIES. THE CONTRACTORS METHOD OF OPERATION MAY REQUIRE ADDITIONAL FACILITIES. THE CONTRACTOR WALL PROVIDE ADDITIONAL FACILITIES, IF NEEDED, IN ACCORDANCE NTH CHAPTER 5 OF THE KING COUNTY SURFACE WATER DESIGN MANUAL. 12. THE CONTRACTOR SHALL UTILIZE EXISTING ROADS FOR CONSTRUCTION TRAFFIC WHEREVER POSSIBLE. ANY POTHOLES OR MUDHOLES SHALL BE FILLED WITH COARSE ROCK TO PREVENT EROSION /SEDIMENTATION. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A COARSE ROCK OVERLAY FOR ANY ROADING REQUIRED OFF OF EXISTING ESTABLISHED TRAFFIC AREAS. 13. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE TESC FACILITIES IS THE RESPOSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND FINAL APPROVALS ARE OBTAINED. THIS BAR IS 1 ° ACTUAL SIZE. w 1/412 1' ® Q IF NOT 1', SCALE ACCORDINGLY. 128207 yD e, B overu —M r /t ?� DESIGNED: R.B. v ® FETRO Municipality of Metropolitan Seattle Ir DAT� NOVEMBER 1992 AWN' ` SOUTH INTERCEPTOR — PARALLEL FILE No- CQRPOFiATiON' D.L.O. J•D•B• NONE PHASE 1 NOTES ANf No C102 W/M 4492 ` NQ REVISION BY DATE EXPIRES: 06/14,93 Y n 8 32 _ ., r r G H 4 3 2 A IN AREA OF WETLAND, MAINTAIN INSTALL 8- SECURITY/FABRIC 2' MIN. SETBACK DISTANCE FROM FENCE, SEE LIMITS OF 1989 WETLAND -1 I A A PROVIDE TEMPORARY CONVEYANCE INSTALL FILTER FABRIC ACROSS TRENCH. DO NOT ALLOW —11 —1 — Ljj C, F, -1 BOEING CSTC SITE F-1 1- 7-T F 1 CONSTRUCTION IS VACTILIAL SIZE. THIS BAR PHASE 1A PHASE 1B 114112 1* 08 SCHEDULE B SCHEDULE A IF NOT 1 1. SCA E ACCORDINGLY. 1282 Sverdrup CORPORATION —0 CLT. --go I&., TRO me Municipality of Metropolitan Seattle DATF* NOVEMBER 1992 )RAWN: --- D.L.O. I PTdW., R.B. V-4LE,' SOUTH INTERCEPTOR - PARALLEL 1 .-50 .-0 PHASE I T.E.S.C. PLAN W/M 4492 STA 1+00 TO STA 27+00 nu RECDWM - ENDED.- plwwwd-gy- C103 :1 No: RECISION ETY DATE E)PRES: 06/14/93 OF 9 32 I I I I NORTH L V V r! 14 WEST FENCES _��, I _ --' --- -'- -- -'- -- ESDAL ST AND ❑ I( iM� x' 1989 WETLAND 1989 WETLAND - MAI THIN OUTFLOW DURING CO STRUCTION. 21' TYPICAL I I l I W ILIZED O T ALO WA TO INSTALL FILTER FABRIC STABILIZED Q 9� ON TAN FENCE SEE ENTRANCE, SEE 3 @01 � ' 1 1 STALL FlAVEMEABRIC FENCE BETWEEN Z I t' SEE OF PAVEMENT AND TOP OF BANK, \( 19891WETLANO y �; W I N 10 t COUNTY DEPARTMENT OF I ACCURACY OR CoNk ',,_f-7FzNE5S 01 ,'IE DATA SNCWj' H �F!ll4_ THIS BAR IS 1 "ACTUAL SIZE. 1/412 1' IF NOT 1', SCALE ACCORDINGLY. 128209 Sverdrup T DRAW. m T q O Munl°Ipality of Mstropoliton Seattle NOVEMBER 1992 t- SOUTH INTERCEPTOR - PARALLEL CORPORATION D.L.O. R.B. 1•��, -0• PHASE t raruL A T.E.S.C. PLAN C104 `NR RE11510N BY DATE ���� •�=!' EJIPIRFS: os/14 %93f w/M 4492 STA. 27 +00 TO STA. 54 +00 T NCI. OF "y*�x 10 32 5 4 3 I APPROXIMATE APPROXIMATE PROVIDE TEMPORAR CONVEYANCE ACROSS TRENCH DURING CON TRUCTION. P OTECT 1989 WETLAND I 1989 WETLAND t ,1• / / e l� � WATER FROM SEDIMEN I II + � ,`y \ APPROXIMATE � $ 1989 WE D 25' TYPICAL 1989 WETLAND PROJECT LIMITS TE INSTALL FlL R F RIC A, 1,e I - O' I L Vii'. ii \ \\ (TYPICAL) FENCE. SEE x--- -> > YS-- --X -._ 0 2 TYPI L x \ x� x. x �— x—x--x —max } x x x x x x x rx V-- — _ — —. _ .— — _ —_ _ _ _ _ _ -_ I A v4[ INLET, SEE p PROVIDE GATE F 7_j� STABILIZED CONSTRUCTION ° ENTRANCE, SEE e7 V 0 o c FlLTER FABRIC Al \\ r--. ,e FEN6 OFF EDGE OF PAVEM T = � � \\ '`��\ • • I,�I I I i� � I I TYP.), SEE ( 1031 lI W . �) I a I III I :OXIMATE WETLAND— 1 PRO TE CT EXISTING i� .... INSLL FILTER FABRIC PROTECT EXISTING TA �. �« INI FT. SFF WEST FENCES _��, I _ --' --- -'- -- -'- -- ESDAL ST AND ❑ I( iM� x' 1989 WETLAND 1989 WETLAND - MAI THIN OUTFLOW DURING CO STRUCTION. 21' TYPICAL I I l I W ILIZED O T ALO WA TO INSTALL FILTER FABRIC STABILIZED Q 9� ON TAN FENCE SEE ENTRANCE, SEE 3 @01 � ' 1 1 STALL FlAVEMEABRIC FENCE BETWEEN Z I t' SEE OF PAVEMENT AND TOP OF BANK, \( 19891WETLANO y �; W I N 10 t COUNTY DEPARTMENT OF I ACCURACY OR CoNk ',,_f-7FzNE5S 01 ,'IE DATA SNCWj' H �F!ll4_ THIS BAR IS 1 "ACTUAL SIZE. 1/412 1' IF NOT 1', SCALE ACCORDINGLY. 128209 Sverdrup T DRAW. m T q O Munl°Ipality of Mstropoliton Seattle NOVEMBER 1992 t- SOUTH INTERCEPTOR - PARALLEL CORPORATION D.L.O. R.B. 1•��, -0• PHASE t raruL A T.E.S.C. PLAN C104 `NR RE11510N BY DATE ���� •�=!' EJIPIRFS: os/14 %93f w/M 4492 STA. 27 +00 TO STA. 54 +00 T NCI. OF "y*�x 10 32 5 4 3 I A H C a h r r -��O— � 00 00 61 J Do MAX. LO cj- 2'x2* WOOD STAKES EXISTING INLET FILTER FABRIC OVER WIRE MESH EXISTING FILTER FABRIC INLET ift4t, 'HTH4TFF 00 IN 1-1/2' MINUS WASHED GRAVEL r, ar-, -11 I=- 0 -91/ - I C4 cp 0 — 11 12* MIN. = LA 12: MIN. I F 1 SIDES ILJ BOTTOM OF 2' X 4" WOOD POSTS O TRENCH DRIVEN – (TYP) Do 0 aDo o0oo NOTE: FILTER FABRIC AT 0– INLETS TO BE REPLACED 0 WEEKLY. OR AS REQUIRED TO PREVENT CLOGGING. INLET PROTECTION DETAIL TYPE I INLET PROTECTION DETAIL TYPE 11 FILTER FABRIC FENCE DETAIL DETAIL 3 DETAIL SCALE., NONE SCALE NONE �) SCALE: NONE 3' MINUS GRAVEL V-6 2'X2'X3' LONG STAKES MIN. MIN• PROJECT SIDE OF FENCE 1-1/2- WASHED 108- SEWER GRAVEL J� MATH FILTER FABRIC TO POSTS 2. 1/2 HEAVY DUTY STAPLES DISTANCE SHOWN ON PLANS z i 2- X 4- WOOD (DOUGLAS FIR) EXISTING INLET GRATE <=> POST. ATTACH TO WIRE FABRIC 2" X 2" X 14 GA. WIRE FABRIC FENCE WITH 13 GA. WIRE IN 3 PLACES L-L ATTACH FILTER FABRIC 1 1/2- WASHED GRAVEL o IN I IN TRENCH AND ON BOTH TO WIRE FENCE NTH FILTER FABRIC WIRE RINGS SIDES OF FENCE OVER 1/2' WIRE MESH 14 ;--4 12" r _ EXISTING H FILTER FABRIC ATTACHED TO 2"X2"XI4 GA. FABRIC ,�EXISTIN GRADE MIN. I GRADE SECTION SECTION SCALE-- NONE SCALE., NONE 11 Ed I MI I I—= T74 I I BURY BOTTOM OF FILTER MATERIAL III I I =I E I IN TRENCH MATERIAL I 1=1 I 11 FILTER FABRIC FENCE SECTION c SCALE-- NONE 128210 )MCNED: )AFE: METRO Municipality of Metropolltan SeatUs NOVEMBER 1992 Sverdrup THIS BAR IS 1' ACTUAL SIZE. )RAYff. P.A.R. 5cALE: kv SOUTH INTERCEPTOR – PARALLEL CORPORATION 1/412 1• 2� 0.L0. r `FL< B. AS SHOWN PHASE I i IF NOT 1', SCALE ACCORDINGLY. TESC DETAILS wloffn * _:;:, DMITRACT 1411. C105 NO. FMY&M BY DATE 06/14/'93 W/M 4492 SHEET 1 1 NO, I I— I = — ��- �,,2 11 321 4 3 2 STABILIZED CONSTRUCTION ENTRANCE PLAN DETAIL SCALE NONE p 1 . 1 J CHAIN LINK FENCE 2- X 4- WOOD (DOUGLAS FIR) POST. ATTACH TO CHAIN UNK ATTACH STANDARD STRENGTH FILTER m I app_ o FABRIC TO CHAIN LINK FENCE WITH IN 3 PLACES MARE RINGS 1 1/2' WASHED GRAVEL IN TRENCH AND ON BOTH SIDES OF FENCE 12' MIN. EXISTING GRADE O� a az L Hie _ LINE POSTS SHALL BE DRIVEN OR DRILLED (TYP) a BOTTOM OF IJQ REM" BY DATE BRACE k PULL POSTS A 9 0 ly v_ t-HL Sverdrup THIS BAR IS V ACTUAL SIZE. CORPORATION 1/41/2 1• IF NOT 1', SCALE ACCORDINGLY. D PROJECT SIDE OF FENCE 'i 108' SEWER DISTANCE SHOWN ON PLANS CHAIN LINK FENCE 2- X 4- WOOD (DOUGLAS FIR) POST. ATTACH TO CHAIN UNK ATTACH STANDARD STRENGTH FILTER FENCE WITH 13 GA, WIRE FABRIC TO CHAIN LINK FENCE WITH IN 3 PLACES MARE RINGS 1 1/2' WASHED GRAVEL IN TRENCH AND ON BOTH SIDES OF FENCE 12' MIN. EXISTING GRADE O� a az L Hie _ ROUND METAL CHAIN LINK FENCE POSTS (TYP) V) _ 5 �o a U Y] In l 4I F v N T � I — FT I 1 I I— i LINE POSTS SHALL BE DRIVEN OR DRILLED (TYP) a BOTTOM OF TRENCH — =L BURY BOTTOM OF FILTER MATERIAL IN TRENCH — SECURITY /FILTER FABRIC FENCE SECTION SCALE: NONE 10' A CHAIN LINK FENCE, TYPE 3 5' 1 1 RENTON STD. PLAN L002 FILTER FABRIC ri `GRADE EXISTING �W� 1 4 �W, 12 2' X 4' WOOD POSTS DRIVEN — (TYP) 8'm MIN `r a END, GATE, CORNER BRACE k PULL POSTS �r SHALL BE SET IN CONCRETE .� •� a 1 w SECURITY /FILTER FABRIC FENCE DETAIL SCAB: NONE 10 1 128211 R.B. : METRO MuniciPallty of Metropolitan Seattle NOVEMBER 1992 Oft SCALE SOUTH INTERCEPTOR — PARALLEL Flu NO. D.LO. J.D.B. AS NOTED PHASE 1 )RAWMG NO, TESC DETAILS C106 > WPM 4492 SHEET 2 fRILU Na 'g 12 32 F A s G STRUCTURE R18A -1 � REMOVE EXISTING CONCRETE WING WALL do FOOTING CONCRETE RETAINING 1 BEND —TYPE 1 10.00' STA. 8+03.78 � SO7'00'10'W M.H. R18A -2 4, STA. 3+44.02 WALL, SEE 1989 WETLAND N 72,696.46 STA. 8 +13.78 N 73,155.98 13 2 E 54,143.90 REMOVE AND 1 2 E 54,159.17 13 1 N 72,686.46 E 54,159.00 1 1 200' ZONE OF SHORELINE JURISDICTION O INNING OF WOR CE EXISTING RIDGE A B —� p p _ 0 TO BE REMOVE IT � 1 + \ g ELOCATED PP '— �� CPT -13 a rt ALIGNMENT 108' SS BULKHEAD 10 +0 l� ., 0' S 5 �.. J T=4 _ _ _ _ — — — — — — — — — — — — — — — 8 H12 ` —�'r•� S � ,�r,Kr EXISTING 72' SS �.iP � � 5 4 2 M.H. 12" CMP SD 12" CONC SD M.H. M.H. R18A -3 R18A -4 R18A -5 STA. 14 +66.06 4' STA. 19 +34.86 4 STA. 24+00.68 4 1989 WETLAND N 72,034.28 14 1 N 71,565.55 14 1 N 71,099.82 14 1 E 54,147.58 E 54,139.38 E 54,131.22 1989 WETLAND i 1 O li It E 1 E 54.2+7D 1 1 1 t i t 1 s, 8" CUT 9.5' LT TEE 9.5. LT 26 +77 1 +00 �,� ENT �" sir OF 24 +50 8.0' LT Q. st ell- 20 00 9ti - EXISTING 10-W- S�00 PIPE REMOVED `� 6" DIP W 9l ` << - --501' ' ' 1'08-0 "W 0 N t _ eit STA 26 +77 _ _ _ _ _ UT CAP 50' RT E STING 72" SS - -- - `�""tt - - - It ASPHALT _ CUT 9.5' RT BH -9 p CPT -8 �b ` 1 ❑ ^ TE1 PEp 1k R L 1 1 o ff � 13 ® Q 11g F3 E E v 4 << ff33 o j Q v c) ❑ v v B o pis 1 t iRStf1RCT -- SF2 r h U (/ � U U U U • (r0►1C. ' L7 � a no CJ ` 0 ® 1 T 'Q 1 I_ I I -T �i `—ri r I I —1 BOEING CSTC SITE NOTES: . CONSTRUCTION 1. FOR TYPICAL PIPE JOINT, SEE 5 4. COORDINATE RELOCATION OF EXISTING 115 KV 14 1 -POWER LINE WITH PUGET POWER TO ACCOMODATE PHASE 1 A PHASE 1 B g$� ,� CONSTRUCTION. �YfY � f M1js_� - �� 4s� SCHEDULE A SCHEDULE B p a 2. FOR TYPICAL PIPE TRENCHING, SEE rA j '€ 14 1 3 , �� r C �'�� ` 3. MANHOLES ON EXISTING 72 SS ARE OFFSET �¢ FROM THE PIPE CENTER LINE IN SEVERAL INSTANCES. -.._ yy., - . - . . . • . . . . . . . . . . . . . . •.. . . . . • • . . . . . . . . . . . . . . . . . . • . 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Drawing I.H. r- s- Municipality of Metropolitan Seattle NOVEMBER 1992 - I I Sverdrup 1 See original file copies for awry: CHECKED: c HOR>Z;1 " =50' SOUTH INTERCEPTOR — PARALLEL Na p.LO. R.B. PHASE 1 . COFZPOFtATiON ' "" submittal a d approval VERT:1' =10' PLAN AND P R OFi LE COMMENDED: DRAWING No- AS BUILT WF 2/94 TRacT No: o signatures, and for engineer's C108 p �� � �� �� professional al Seal W/M +492 STA 14 +00 TO STA 27 +04 No: SON BY DATE p� 1w w �NATE � NORTH ZONEbGRt 1w FEBvt 94 rEETNO_. ,4"F 32 A B C .• D t F a M M.H. BEGIN 115 KV POWER LINE M.H. BEGIN LOW HEAD END GUY FOR R18A -6 TRANS. STRUCTURE � COORDINATE WITH PUGET � R18A -7 TRANS. STRUCTURE STRUCTURE '� TRANS. STRUCTURE 1 "15 KV POWER POWER FOR WORK STA. 35 +62.40 4 STA. 38+68,43 STA. 39 +78.43 . STA. 29 +06.78 STA. 29 +26.78 15 2 N 70,593.78 15 1 N 70,573.78 1 2 ADJACENT TO UNE LOW HEAD APPROXIMATE N 69,938.28 N 69,632.29 1 N 69,522.30 j �a E 54,122.37 E 54,122.02 STRUCTURE 1989 WETLAND E 54,110.90 15 1 E 54,105.54 15 2 E 54,103.62 15 L2; E - END E E o0 � � APPROXIMATE 89 D TRANS. STRUC $ EXISTING 1989 WETLAND "s STA. 29 +86.78 : PETROLEUM PIPE ES �. P D P -1 _ N 70,513.79 1 E 54,120.97 15 2 ,; ,�� RO TS CPT -6 .�,� B 0TH S APPROXIMATE 9 CPT-0 115 30 +00 1989 WETLAND ALIGNMENT p 35 +00 SGW t \ - 7e X —501. " 55 66' f - �— BH-7 1 _ -_ _- _ WATER W, CPT -8 Afon_— � P U EXISTING 72 SS ,� < «< ,�,0 ,� ;,,,LT — — —,, W 1 O TEL � voST MCATM VALA -�• FOR WORK WA I T TO SUP T f 116 c � 8 I I s 1 tl ° a I I $ Z E E 64 E 54,000 l 1 I I N1 4 � S . 162 1 v ° Q � � N � I Ii I �I � 0 � O � � v 1 Qt► I I � F � 1 W Z� ai U NOTES: 0 g 1. FOR TYPICAL PIPE JOINT, SEE 4. 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Municipality of Metropolitan Seattle ,g;MF.T .'A• M C K i PROFILE SOUTH INTERCEPTOR — PARALLEL PHASE 1 V %q 11RAWNG NO: TRACT NO- PLAN AND 9 W/M 4492 STA 27+00 TO STA 40+0 i C 4 .4 3 2 1 • C CIS rn CS (D 0 a. n A A 8 A C A D A I E A F A G A H CONNECTION M.H. R1 8A--r-8 Sol 100"I Dww STA. 4-0+67.14 38.79' BEND—TYPE 2 STOP LOGS & CHANNELS STA. 41+05.93 STA. 41+21 N 69,394.83 r5 ri v I N 69,433.62 16 3 STA 40+94.53 1693 E 54,101.38 1 1 1 1 16 i3i E 54,102.06 kP�F I EX. 6S CUT/ PPED STA 41+20 10' - , PPROX MATE E aw 3* �06iw 1989 ND 6.1 CROSSING �TRUCMJRE R18A-9 r�,JTA. 41+3' 1) 69,387.18 54,076.35 1 2 EXISTING R18-11 N 68,224.28 E 54,055.27 OF &Aljr EX. ABANDONED LED WITH CDF) INV. 97.69 STOP LOGS & EXISTING CHANNELS OA_ KESDALE STA. 53+00 L1 rX I /:PT 16 3 V E. S, W. 2 -fl WN W 4 SA6" Ss GQq -(00'1 7 Fyn 0 0 E 54,0W BH— ALIGNMENT 1989 WETLAND 10 rail IF 'MD OF WORK STA. 53+24.17t*** 5� + C:) STRUCTURE BULKHEAD 16 1 R18A-11 STA. 53+03.87 N 68,234.73 1( 31 E 54,030.45 36" RCP C) BEND—TYPE 2 STA. 41+5�9 N 69,379. ��l 5 M.H. R18A-10 STA. 45+6 4.78 CONNECTION STA. 53+13.87 1989 WETLAND f 4 N 68,224.73 31 E 54,030.27 E 54,050.48 1 1 FOR ASPHALT PAVING N 68,973.70 1 1 1 NOTES: REPLACEMENT, SEE 4 E 54,043.38 1, FOR TYPICAL TRENCHING STA. 41+60 TO STA. FROM 4. MANHOLES ON EXISTING 72" SS ARE OFFSET 52+00, SEE/1100� FROM THE PIPE CENTER LINE IN SEVERAL INSTANCES. 16 1 5. COORDINATE RELOCATION OF EXISTING 115 KV - Z- FOR TRENCHING AT OTHER LOCATIONS, SEE t A POWER LINE WITH PUGET POWER TO ACCOMODATE CONSTRUCTION. NOTE: CONSTRUCT MH OVER AND CONSTRUCT STRUCTURE OVER 3. FOR TYPICAL PIPE JOINT, 16 1 36" SS SLOPE IS 0.00% SEE 5_""'� CONNECT TO EXISTING AND CONNECT TO EXISTING 12* SS 72" SS 16 1 Cb'r Ln x....... 7� C14 .. . . .. . . . ........ . ......... ...... ...... : • ♦ • • ..... ::::: .... .... ::::: • ....... ......... ........ ...... .. .. .... ....... - ....... ......... ......... .... ...... ...... . ....... .. .. co . ..... TO ..... C0 ........ . Q. z + :aim, Z + k p ... ........ 00 Uj R: LO 1. R*(0*1*. LP .... ..... ..... ...... In 00 .... ....... ....... .... :16A .... 66 T' n <.... C14 k_- V cc) <. :2. Cw ir-. ....... • • • • • • • . • . • . • • • • • • • • • • . • . • . . • • • . ♦ • • • • • • • . . • • • . • • L40 . • • . • • . 1 11 m &. I-,* • , E1........ t ........ .... : : : ...... , ly 0. 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Lij...... ..... ......... . ........ 110 Z ...... .. ... ...... ....... .... r ....... ....... ........ ..... ... ...... ......... .... ... ..... ... .. ......... .......... ......... ......... ......... . ... . I ......... ..... ......... ..... . ........ ...... ......... 110 ........ ........ ......... ..... ... .... ......... . ....... ......... . .... .. : . : : : :: : : : : : . . : : : . . . . :: .... : : . : ... : . : ..•...... 100 r r..... ...... ......... ......... ...... ...• .. ........ ......... ........ ........ ......... ......... ......... ......... ....... ..... ......... ........• ......... ......... ....•.... ......... .....• ♦ ......... ....... ...... ......... ..... ........ 100 ..... . . ........ ....... .... ::::I::: ........ .... I ***' .. ­* .... . . . . . . . ........ . . . . . . . . . ..... .... ... ..... ......... ....... ........... :S .......... ' ip- ...... . ..... ......... . .... ... IMU •STA, BULKHEAD- 534-17 .... !37 Tsa::: . ..... 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V. .....• ...... ...... .. ......... ....... ......... . ...... . ......... ........ .... ......... .... . ......... ......... ......... .. ......... .... ... ......... ...... ...... ...... ........ ...... ......... 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 1 2 8.21 IL 0 Sve 11 (319an- U P CC)RF=CDRA-rl0N ELEVATION EQUALS U.S.C.& COORDINATES 0 =,OR 100 CM, MEAN SEA L-Pv!EL.1929 G.S.(ADJUS►ED 1947) A"rUM & BEAMNGS ARE As Built Drawing I.H. 14 Qh.Ins Municipality of Metropolitan Seattle wjrlr IE TRO -_ NO MEMBER 1992 See original file submittal a signatures, and professio copies for approval for engineer's ial seal RAYM: CHECKED: D.L.O. R.B. x HORIZ: 1 =50' VERT: 1 "= 10' SOUTH INTERCEPTOR — PARALLEL PHASE 1 PLAN AND PROFILE STA 40+00 TO STA 53+20 FILE NO- RECOMMENDED: DRAWING NO: C1 10 AS BUILT AKF 2/94 CONTR ACT Na W/M 4492 NO. REVISION BY DATE APPROVED: EET NO- OF qpr— v BASED ,ORDINATE ON WASHINGTON CO_ SYSTEM NORTH ZONO v FEB 6r 94 v 16 32 4 0. 2 k A 3 2 1 i A tl NOTE: BENDS SHALL BE PRECAST BY THE PIPE MANUFACTURER. TYPE 1 BEND DETAIL SHOP DRAWING SUBMITTAL IS REWIRED. DETAIL SCALE NONE 3 17 PRECAST MITER, SEE C CLASS 5000 CONCRETE GRAFT (INTERFACE AREA TO BE CLEANED AND TREATED W/ BONDING AGENT) --_ D OVERLAP AND WELD LONGITUDINAL BARS ADD INNER & OUTER CIRCULAR REINFORCEMENT EQUIVALENT TO STEEL AREA REQUIRED AT CROWN AND SIDE PRECAST MITER DETAIL DETAIL SCALE: NONE 17 1 i i r v- L ouvu- Luc I mil- BY THE PIPE MANUFACTURER. D'i SHOP DRAWING SUBMITTAL IS DETAIL REWIRED. SCALE NONE 1 REMSO1 BY OAtE I REINFORCING PLAN T -TOP M.H. - PIPE SEGMENT DETAIL %y.! J SCALE: 1/4 "-1' -0" 17 9 t r r. GROUND NOT TO EXCEED 12' PLACE MANHOLE ON WEST SIDE ,y4 O 12" 18" OF 108" SS 8' OF GRADE ADJUSTMENT RINGS CONCRETE COLLAR FINISH GRADE OR EXISTING GROUND NOT TO EXCEED 12' , CAST IN PLACE ,y4 O 12" 18" VARIES 18' CONCRETE COLLAR ALL AROUND #IS HOOPS fc-5000 PSI MIN 2' O 72' FL-R. Z _ - POLYPROPYLENE - LADDER RUNGS 0 12' PRECAST CONCRETE #5 HOOPS 0 6" 18' /4 O 12' PIPE SAW CUT ENDS MAX TYP NOTE: RUBBER GASKET THE USE OF FIVE FIELD CLOSURES JOINTS PER IS ASSUMED. ADITIONAL FIELD CLOSURES ASTM C443 MAY BE NEEDED DUE TO THE CONTRACTORS SEQUENCING. ADDITIONAL FIELD CLOSURES MAY ONLY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. FIELD CLOSURE PIECE DETAIL 3 SCALE NONE 1 48" MH RISER RUBBER GASKET JOINT COORDINATES OF MANHOLE 3- 16x7' -0 "03" ON PLAN SHEETS ARE AT CONCRETE GRAFT RISER TYP 2 PLACES i OF PIPE TO PIPE (INTERFACE AREA TO BE CLEANED & TREATED W/ BONDING AGENT) —� 4- #6x9, -6 "04" CIRCUMFERENTIAL BARS EACH SIDE OF RISER. STOP BARS AT SPRINGLINE POLYPROPYLENE LADDER RUNGS O 12" SEE SPECIFICATIONS — r r THIS BAR IS 1" ACTUAL SIZE. CORPORATION 1/412 1" IF NOT v, SCALE ACCORDINGLY. L rt PIPE I 0 I NOTE: 1. T -TOP MH SHALL BE PLANT PRECAST BY THE PIPE MANUFACTURER. SHOP DRAWINGS SUBMITTAL IS REQUIRED. 2. NORMAL PIPE REINFORCEMENT NOT SHOWN, TIE ADDITIONAL REINFORCEMENT SHOWN TO NORMAL REINFORCEMENT. SECTION T —TOP M.H. — PIPE SEGMENT SECTION A SCALE: 1/4 " =1' -0" 17 1 H MH FRAME & COVER SEE 1 17 1 1 SET TOP OF RING & COVER PER RIM ELEVATION ON PLAN. THIS IS 6" ABOVE EXISTING AND PROPOSED GROUND IN UNPAVED AREAS AND AT EX. GROUND IN PAVED AREAS 0 48 "x24" ECCENTRIC CONE PRECAST 48 "DIA MH SECTION PER ASTM C478 OFFSET SIDE FROM CL OF PIPE AS SHOWN ON PLAN SHEETS 13,14,15 & 16. PRECAST OP MN P PE SEGMENT SEE ` 1767 T —TOP M.H. SECTION 4 SCALE: NONE 7 1 14 15 16 30 31 a ' A 128216 SIGNED: DATE- IIE T OrR Munlclpolity of Matropollton Seattle NOVEMBER 1992 W.N.H. R.B. SOUTH INTERCEPTOR - PARALLEL N AS SHOWN PHASE 1 9A-Ed PIPE DETAILS A` C111 a W/M 4492 SHEET 1 1rEET N • 17 32 r n i 3 A 3 2 1 0 A I —1 "s uFnNG HOLE 3" LETTERS, /"� 2 REQUIRED SAME SECTION AND DIMENSIONS AS �� 1111111 -� 3 4" 'WIDE AT BASE j/ •; 1— I— I— I -1••� /1 '- IMETR©I� 1- I- SEWER�i STANDARD METRO MANHOLE FRAME AND COVER DETAIL SCALE: 1- 1 /2 "mi' —o' 17 1 RUBBER GASKET-- I RCP —/ i5i6" EF PRECAST PIPE BULKHEAD • MIN THICKNESS - 10' m 0 a) A m_ TYPICAL PIPE BULKHEAD DETAIL DETAIL SCALE: NONE 20,2,,3, "mot -3 8" MIN — RUBBER GASKET SEE NOTES / ` r--T /2 t 5% z N � 0' MIN, 7/8' MAX TYPICAL PIPE JOINT DETAIL 6 SCALE: NONE 1 , , 15,7 REVISION BY I DATE FOR UNDERSIDE SEE 31 2' -1 1/2" DIA 6" DUCTILE IRON 5' (MANU- FACTURED LOCK — POSITION) T-1- (IN SEGMENTS 'WERE CAM LOCKS ARE PLACED) 1 -5/8" (IN SEGMENTS WERE CAM LOCKS ARE PLACED) I I SECTION OF COVER SECTION SCALE: 1- 7J2 " =i' -0' 18 44-1/2* J 38' SECTION A—A,/ A 8 i C Sverdrup THIS BAR IS 1' ACTUAL SIZE. C0RI=0 2AT10N 1/41!2 1• 4 210110 IF NOT 1', SCALE ACCORDINGLY: �oNAL' EXPIRES 06 /14/'93 n n UNDERSIDE OF COVER DETAIL SCALE: 1- 1 /2'at' —o' 1 1 as1 OR f' 1 D1 1 LOADING BLOCK P CAM LOCK =I.D, IN FEETx4000 LBS. 3 REQUIRED ,- (TYP) � f 1 2° 1 -1/8' o t1/8' HOLE 3 REQUIRED 1 /2" , COVER PLAN VIEW SUPPORT BLOCK RCP JOINT SHEAR TEST SECTION D 18 1 SCALE: 4 SCALE: NONE i NON —SKID SURFACE I 24" N 3-3/4" OFFSET SECTION B —B B 18 1 MANHOLE RING AND COVER 38" DIA. COVER VATH 24" DIA. AUXILIARY COVER (INLAND FOUNDRY #715 -2 OR EQUAL) DETAIL GO, SCALE: NONE 4 LOCKING BOLTS METRO SEWER 3 25-1/4" 24" DIA. AUXILIARY COVER PLAN VIEW n SECTION C —C ,/ ..1� 8 , NOTE: MATERIAL, ASTM A48 CLASS 30 GRAY IRON. R.B. w ®® Municipality of Metropolitan Seattle AWN: K ' SOUTH INTERCEPTOR — PARALLEL D.L.O. J.D.B. AS SHOYM PHASE 1 A PIPE DETAILS W/M 4492 SHEET 2 ,Q; w A 128217 NOVEMBER 1992 C112 78 32 4 3 2 1 c NOTE: LOCATOR TAPE 15' SEE TRENCH NOTES COLOR RED 1,2,3,4,8,7,9, 10 k 11. /-- EXISTING GRADE TRENCH —i� �, SIDE SLOPES TO BE BACKFlLL —_III• DETERMINED BY SOIL —IYP. N " CONTRACTOR GRAVEL BACKFlLL — 111=111= = — _ APPROXIMATE FOR PIPE BEDDING TRENCH DAM � m� SCALE: 1 "- 10' -0" WATER TABLE TRENCH �- GROUND m i BEFORE DE— VERTICAL TRENCH LIMITS OF ELEV. 108 MIN. WATERING MAY VARY CDF CONCRETE $ -8 TRENCH DAM 108" SS BEDDING 108•SS 120• AND 5OX BENTONITE PRECAST CONC. •.' A, i }.�.•y N PIPE SUPPORTS 3 •.. .. ON EACH SIDE e OF JOINTS 19 1 WATER TABLE GRAVEL BACKFlLL i AFTER DEWATERING FOR PIPE BEDDING BEFORE TRENCH — EXCAVATION PIPE BEDDING AND TRENCH EXCAVATION (TYP.) SECTION A SCALE NONE 13,14,1 8 1 L - - -J 2' MIN. (TYP.) SECTION C SCALE: 1 "- 10' -0" , , 1. THE TRENCH WIDTH AT THE TOP SHALL BE WITHIN THE CONSTRUCTION EASEMENT AND AS DETERMINED BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS. TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE THE CONTRACTOR'S RESPONSIBILITY, 2. THE HEIGHT AND THE SUPPORT SYSTEM FOR THE VERTICAL SECTION SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS, .1 TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER CHAPTER 298 -155 WAC.. 4, COMPACT BACKFlLL ABOVE THE BEDDING ZONE TO 95 PERCENT IN FUTURE PAVED ZONES AND TO 90 PERCENT IN LANDSCAPING AREAS. COMPACT GRAVEL BACKFlLL FOR PIPE BEDDING TO 95 PERCENT. 5. CONTRACTOR SHALL UTILIZE A SHORING AND DEWATERING SYSTEM WHICH SHALL PREVENT LOWERING OF THE WATER TABLE IN THE ADJACENT WETLANDS. THE BEGINNING AND ENDING STATIONS ARE MINIMUMS, THE CONTRACTOR SHALL EXTEND THE SHORING AND DEWATERING SYSTEM FAR ENOUGH SO AS TO AVOID IMPACTS TO THE WETLANDS. 5. ALL SHORING INCLUDING SHEETING SHALL BE REMOVED WHEN BACKFlLL IS COMPLETE REMOVAL SHALL BE DONE AT A TIME AND IN SUCH A WAY SO AS NOT TO DISTURB PIPE BEDDING AND SO AS NOT TO ALLOW SLOUGHING OF ADJACENT UNDISTURBED SOIL 7. ALL SHORING WHICH IS IN CONTACT WITH CDF SHALL UTILIZE A BOND BREAKER TO ENSURE REMOVAL WITHOUT DISTURBANCE OF THE CDF. Q. EXCAVATION SPOILS MAY NOT BE PLACED ALONGSIDE THE TRENCH ADJACENT TO THE WETLANDS. SPOILS WILL - BE REMOVED AND STORED IN A LOCATION AT LEAST 100 FEET AWAY FROM ANY WETLANDS. 9. TRENCH DAMS PER SHALL BE PLACED Al 300' MAX , , INTERVALS ALONG TRENCH. 10. MATCH EXISTING GRADES AND SURFACES 11. THE WATER TABLE SHOWN ON THE DETAIL IS DIAGRAMATIC ONLY AND MAY VARY. IN THE WINTER OF 1991 THE WATER TABLE WAS AT ELEVATION 110.3, IN THE SUMMER OF 1992 IT WAS AT 105.0. THESE ELEVATIONS SHALL BE USED FOR INFORMATION PURPOSES ONLY. ASPHALT CONCRETE (3" MIN.) REPLACEMENT PATCH TO BE 1" THICKER THAN EX'S""^ ASPHALT CONCRETE EXISTING ASPHALT CONCRETE —� H 1 k 1 =f TIGHT SHEET SHORING TO LIMIT GROUND WATER ENTRY FROM WETLANDS - TRENCH BACKFlLL GRAVEL BACKFlLL FOR PIPE BEDDING CDF CONCRETE BEDDING PRECAST CONC. PIPE SUPPORTS( ON EACH SIDE OF JOINTS it GRAVEL BACKFlLL FOR PIPE BEDDING NOTE: SEE TRENCH NOTES 1,3,4,5,6,7,8,9,10 k 11. EXISTING GRADE APPROXIMATE WATER TABLE BEFORE DE— WATERING MAY VARY J9 2 106" SS N N � 3 —WATER TABLE EMBEDMENT DEPTH TO 'f1' BETWEEN SHORING BE DETERMINED BY AFTER DEWATERING CONTRACTOR BEFORE TRENCH EXCAVATION PIPE BEDDING AND TRENCH EXCAVATION ADJACENT TO WETLANDS FROM STA. 41 +60 TO STA. 52 +00 MINIMUM DETAIL SCALE NONE 16 1 DETAIL D SCALE. 16 1 1AL JOINT MUST .SAW —CUT MIN. CRUSHED SURFACING iP COURSE ENCH BACKFlLL 1 V -6. ' V -8. 1 1 LIFT HOOK (TYP.) 4 D PRECAST CONCRETE JOI T UPPORT SCALE NONE 79, 3 1 SECTION SCALE: 1 1/2' -i' -0" 1 1 PIPE LENGTH 19 Gi' — i iii i i i i LJ LJ — — — — — — 7A 4J J I 2• 1YP. PRECAST CONCRETE JOINT SUPPORTS, —2. JOE 2 19 1 TYPICAL PLAN PIPE SUPPORT r3 SCALE: NONE 19 119, SECTION AT PIPE SUPPORT SCALE: NONE 1 1 ' WOOD WEDGES, CUT FROM 6'x1 TREATED STOO 24' LONG 5 SECTION G SCALE: NONE 19 , PIPE TO FINAL 4T USING WEDGES CONCRETE PIPE SUPPORT Q oa.B C 128218 JLNGMAX )ATE: ' R.B. METRO Munlelpolty of Metropolitan Seattle NOVEMBER 1902 Sverdrup THIS BAR IS 1- ACTUAL SIZE. /1- z A p� D.L.O. J.D.B. SOUTH INTERCEPTOR — PARALLEL CORPORATION 1/4® �v AS SHOWN PHASE 1 WAWM NO: IF NOT I', SCALE ACCORDINGLY. - A PIPE BEDDING, TRENCHING AND C113 N0: tea+ 01' DATE EXPIRES 06114/'93 / W/M 4992 SHORING DETAILS ". 19 321 m EXTEND INTO UNDISTURBED 106'SS SOIL —IYP. N " 21 MIN, TRENCH DAM CENTERED IN LIMITS OF PIPE SECTION TRENCH TRENCH DAM DETAIL SCALE: 1 "- 10' -0" 1 , TRENCH BACKFlLL GROUND LIMITS OF ELEV. 108 MIN. TRENCH i+--- UNDISTURBED TRENCH DAM SOIL CDF OR A MIXTURE 0 I 108•SS OF 50% NATIVE SOIL AND 5OX BENTONITE I— V MIN. L - - -J 2' MIN. (TYP.) SECTION C SCALE: 1 "- 10' -0" , , 1. THE TRENCH WIDTH AT THE TOP SHALL BE WITHIN THE CONSTRUCTION EASEMENT AND AS DETERMINED BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS. TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE THE CONTRACTOR'S RESPONSIBILITY, 2. THE HEIGHT AND THE SUPPORT SYSTEM FOR THE VERTICAL SECTION SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS, .1 TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER CHAPTER 298 -155 WAC.. 4, COMPACT BACKFlLL ABOVE THE BEDDING ZONE TO 95 PERCENT IN FUTURE PAVED ZONES AND TO 90 PERCENT IN LANDSCAPING AREAS. COMPACT GRAVEL BACKFlLL FOR PIPE BEDDING TO 95 PERCENT. 5. CONTRACTOR SHALL UTILIZE A SHORING AND DEWATERING SYSTEM WHICH SHALL PREVENT LOWERING OF THE WATER TABLE IN THE ADJACENT WETLANDS. THE BEGINNING AND ENDING STATIONS ARE MINIMUMS, THE CONTRACTOR SHALL EXTEND THE SHORING AND DEWATERING SYSTEM FAR ENOUGH SO AS TO AVOID IMPACTS TO THE WETLANDS. 5. ALL SHORING INCLUDING SHEETING SHALL BE REMOVED WHEN BACKFlLL IS COMPLETE REMOVAL SHALL BE DONE AT A TIME AND IN SUCH A WAY SO AS NOT TO DISTURB PIPE BEDDING AND SO AS NOT TO ALLOW SLOUGHING OF ADJACENT UNDISTURBED SOIL 7. ALL SHORING WHICH IS IN CONTACT WITH CDF SHALL UTILIZE A BOND BREAKER TO ENSURE REMOVAL WITHOUT DISTURBANCE OF THE CDF. Q. EXCAVATION SPOILS MAY NOT BE PLACED ALONGSIDE THE TRENCH ADJACENT TO THE WETLANDS. SPOILS WILL - BE REMOVED AND STORED IN A LOCATION AT LEAST 100 FEET AWAY FROM ANY WETLANDS. 9. TRENCH DAMS PER SHALL BE PLACED Al 300' MAX , , INTERVALS ALONG TRENCH. 10. MATCH EXISTING GRADES AND SURFACES 11. THE WATER TABLE SHOWN ON THE DETAIL IS DIAGRAMATIC ONLY AND MAY VARY. IN THE WINTER OF 1991 THE WATER TABLE WAS AT ELEVATION 110.3, IN THE SUMMER OF 1992 IT WAS AT 105.0. THESE ELEVATIONS SHALL BE USED FOR INFORMATION PURPOSES ONLY. ASPHALT CONCRETE (3" MIN.) REPLACEMENT PATCH TO BE 1" THICKER THAN EX'S""^ ASPHALT CONCRETE EXISTING ASPHALT CONCRETE —� H 1 k 1 =f TIGHT SHEET SHORING TO LIMIT GROUND WATER ENTRY FROM WETLANDS - TRENCH BACKFlLL GRAVEL BACKFlLL FOR PIPE BEDDING CDF CONCRETE BEDDING PRECAST CONC. PIPE SUPPORTS( ON EACH SIDE OF JOINTS it GRAVEL BACKFlLL FOR PIPE BEDDING NOTE: SEE TRENCH NOTES 1,3,4,5,6,7,8,9,10 k 11. EXISTING GRADE APPROXIMATE WATER TABLE BEFORE DE— WATERING MAY VARY J9 2 106" SS N N � 3 —WATER TABLE EMBEDMENT DEPTH TO 'f1' BETWEEN SHORING BE DETERMINED BY AFTER DEWATERING CONTRACTOR BEFORE TRENCH EXCAVATION PIPE BEDDING AND TRENCH EXCAVATION ADJACENT TO WETLANDS FROM STA. 41 +60 TO STA. 52 +00 MINIMUM DETAIL SCALE NONE 16 1 DETAIL D SCALE. 16 1 1AL JOINT MUST .SAW —CUT MIN. CRUSHED SURFACING iP COURSE ENCH BACKFlLL 1 V -6. ' V -8. 1 1 LIFT HOOK (TYP.) 4 D PRECAST CONCRETE JOI T UPPORT SCALE NONE 79, 3 1 SECTION SCALE: 1 1/2' -i' -0" 1 1 PIPE LENGTH 19 Gi' — i iii i i i i LJ LJ — — — — — — 7A 4J J I 2• 1YP. PRECAST CONCRETE JOINT SUPPORTS, —2. JOE 2 19 1 TYPICAL PLAN PIPE SUPPORT r3 SCALE: NONE 19 119, SECTION AT PIPE SUPPORT SCALE: NONE 1 1 ' WOOD WEDGES, CUT FROM 6'x1 TREATED STOO 24' LONG 5 SECTION G SCALE: NONE 19 , PIPE TO FINAL 4T USING WEDGES CONCRETE PIPE SUPPORT Q oa.B C 128218 JLNGMAX )ATE: ' R.B. METRO Munlelpolty of Metropolitan Seattle NOVEMBER 1902 Sverdrup THIS BAR IS 1- ACTUAL SIZE. /1- z A p� D.L.O. J.D.B. SOUTH INTERCEPTOR — PARALLEL CORPORATION 1/4® �v AS SHOWN PHASE 1 WAWM NO: IF NOT I', SCALE ACCORDINGLY. - A PIPE BEDDING, TRENCHING AND C113 N0: tea+ 01' DATE EXPIRES 06114/'93 / W/M 4992 SHORING DETAILS ". 19 321 m 2 I C14 00 Q R"SION A EX. I N V. 95.30- TV BY I DAIE 15-6w FLIP-UP LADDER CHANNELINC o • C14 NOTES: 1. FOR STRUCTURAL DETAILS, SEE SHEETS 21 AND 22. 4 3 2 "!r c� C14 Ve 128219 vp LE NO: UWNG NO: Cl 1.4 . EXISTING 77: 477p: 4:1.,p AO: N R18-2 EX INV. "78m DIA. I 78" DIA. 95.17 RCP RCP --- 2�2 4 I—A 4 4. EXISTING 72" SS NOTES: 4* lb 1. CONTRACTOR TO REMOVE EXISTING 78" RCP' STUB (10'± & BULKHEAD). %� 4' It 'A 4*. 4 2. CONTRACTOR TO VERIFY COMPATIBILITY OF NEW 78" RCP JOINT TO EXISTING STRUCTURE. BOTTOM PLAN L qft-- DETAIL STRUCTURE R1 A -1 /'oo 1 SCALE: 3/8'o-1'-ow 1 12 I 2 I C14 00 Q R"SION A EX. I N V. 95.30- TV BY I DAIE 15-6w FLIP-UP LADDER CHANNELINC o • C14 NOTES: 1. FOR STRUCTURAL DETAILS, SEE SHEETS 21 AND 22. 4 3 2 "!r c� c*S 128219 NOVEMBER 1992 LE NO: UWNG NO: Cl 1.4 �EET NO: 2 732 A 8 C D E F G H 5 4 4 3 �� 3 2 2 -, _ _ ' "� i c c _� c c t c 5 4 4 3 3 2 2 I 1 t t 4 3 2 I 1% o V A r- F A Q A — H G r- 9 W.Tw C14 c1q 0 NQ 0 Q DETAIL SCALE-- 318"-l'—Ow '1 tL2 EL 109.5 BREAK OUT TO EXISTING 720 S 1080 Ss is col GROUT — PACM EDGES AND ENI SUPPORT BLOC (TYP.) SEE I I NOTE 1. FOR STRUCTURAL REINFORCMENT AND ATTACHMENTS, SEE SHEET 24 AND 25. LIFT SLAB COLLAR91 2 ,r—PRECAST LIFT SLAB '3 /' 2 V-3 U2 POLYPROPYLENE SECTION rc"� SCALE: 3/8"-l'—O" ':k3 D2 I ................ CN ......... ...................... ............... ......................... ........ ► .............................. .. ............. ............. ............. ..................... ........... ........................ ................... ........ ............... ............... ............. SECTION SCALE: 3/8"-1' -0'----I�3 2 1 128222 I.H. MuTRID Munic1polity of Metropolitan Seattle NOVEMBER 1992 AWN: CHECKED: SOUTH INTERCEPTOR — PARALLEL -'ILE NO- D.L.O. R.B. AS SHOYM PHASE 1 NO- CONTRAC 0, - )RAWNG CROSSING STRUCTURE NO. R1 8A9 X117 PROVED' W/M 4492 CIVIL DETAILS SHEET NO. 23 OF 32 F 0 14 5 4 3 2 4 3 �., r 0 N f _N T O O _ O O �IyO; . 00 U �9 �, q .® 4 2 � � i ,k- � � � 12" � 0* TYP r) i /''� '' {TYP.) . 1 FOR TflP PLAN 12" SEE TYP,) � ® 2 HQt?P ®, � 4 24 �,,,,. PIPE IS SET {TYP.) � NEW 10 @" � � � SANITARY SE R HOOP` k �" 1 Q II����� i � �' f�VlSitk+! BY DATE 8 12y�>yt ®fly' �. r � � , ,� 0" '�'� . n" � ---4$" PRECAST MANHOLE {A80VE) FOR ©ETAILS, SEE � 4 24 �; ��� :. .- - r s�- ' „i �. �` � ! f. • 1. j.. ��� It� +,� . i ,� � / '! /� ��� � � ' � s a � • � '�' ! .� ��� ��Tr Pfl�YPROPYLENE ', 5 4 3 DETAIL 3 . 2 HflflP I S EXISTING 72" � � EXISTING 72" I 1 I SANITARY SE A ANITARY R S I ` o, ` . . o ` ` � � I 'tv .--� 1 12" . . 12" ° ,,� ' QLOCKOU'i FOR 108" PIPE TOP dt 80 ..-� ' CAST CONCRETE AFTER ` . � NEW 10 @" � � � SANITARY SE R HOOP` k �" 1 Q II����� i � �' f�VlSitk+! BY DATE 8 12y�>yt ®fly' �. r � � , ,� 0" '�'� . n" � ---4$" PRECAST MANHOLE {A80VE) FOR ©ETAILS, SEE � 4 24 �; ��� :. .- - r s�- ' „i �. �` � ! f. • 1. j.. ��� It� +,� . i ,� � / '! /� ��� � � ' � s a � • � '�' ! .� ��� ��Tr Pfl�YPROPYLENE ', 5 4 3 DETAIL 3 . 2 4 2 I 04 cri C14 0 -NO: 00 Q 1L_ EL 109. 5 #6 0 12--14 SECTION rE SCALE: 3/4"-l'—O" 42 A NEW 108'0 SANITARY SEWER #6 0 12" #6 0 12---1 I \--PIPE BEDDING SECTION A SCALE. 3/8"-l'—On r Q4 27 )OKS 2 I am -ROUGH CONST. JOINT (TYP) .3—#6 -#6 0 12- -2—#8 HOOPS EXISTING 72" PIPE (PORTION TO BE REMOVED SEE CIVIL PLAN) ,2—#S (TYP.) 3—#6 NEW 108" SANITARY SEWER SECTION K�B SCALE: 3/8"-1' -0" 12t L2 51 00� NOTE: SEE SECTION A FOR REINF. NOT SHOWN. EL. 109.5 017 1 m EL 93.5 iV 0. 11 m- #6 0 12---J SECTION C SCALE: 3/8m-l'-0" 12��2 1 SECTION I' F' SCALE: 1 1/2"=1'—O RUSION BY I DATE I EXPIRES: 7/9/93 A g v C D v E 3/4'* DIA. INSERT W/ FERRULE, (4 STD. METRO COVER,—., AND FRAME, PER 3 1 EMBED FLUSH IN LIFT SLAB PLAN ,to I C ■ M NOR q EXISTING 72* SANITARY SEWER SECTION rF� SCALE. 3/8*=1'-0m '2�2 I NOTE: SEE SECTION C FOR REINF. NOT SHOWN. 0 6" EW EXISTING 72" PIPE (PORTION TO BE REMOVED) . 1 5 4 3 2 48- DIA. PRECAST IRt all #6 MANHOLE PRO ce SECTION LIFT SLAB DETAIL 23,24,31 2 128224 ATL M F. T R 0 Municipality of Metropolitan Seattle 5AT ' NOVEMBER 1992 kwN: imi HE ED: D.E.W. !ZALE: SOUTH INTERCEPTOR — PARALLEL :—I ff N0' 3/8 V=if—on PHASE 1 WA—WNG NO: WNMACT NO: CROSSING STR STRUCTURE NO. R1 8A-9 C1 19 W/M 4492 STRUCTURAL DETAILS SHEET 2 WEE T NO- OF 25 32 F G v H 5 4 4 3 3 2 t 1 I c - c c c r oe4N i Ly71 '"w"Q 12'—On A 29-020 TRANSITION STRUCTURE 3 3L8- 2#—Ow LOWHEAD STRUCTURE /0'" B A SYMMETRICAL 2N7 7 2 .. y .—#6 0 Sm #5 0 12P #5 0 12- #5 0 6- ABOUT (i LOWHEAD AR a QN—.- Am Am i'VtTjm A at— 7 STRUCTURE PLAN toll DETAIL 3 12'-00 SCALE: 3/8*-I'-0o 72 A 2j -0" 3 3/80 F 2*-0" 2 I C14 cb r. O BLOCKOUT FOR 108" RCP, CAST CONCRETE AFTER PIPE STUB IS SET (TYP.) ---\ STIRRUP_,--�' 12- #8 0 9" (TYP. EACH PACE) MIN. LAP SPLICES #5 STIRRUP 0 12* #6 0 12"_ STRAIGHT BARS #—on #5 2 #6 3' °0" #8 4--10- #8 0 #5 STIRRUP 0 120 #6 0 12" STRAIGHT BARS a #6 0 12--V NQIES #6 06- #6 0 12" TRUSS BARS #6 46 6`j 1. SEE SHEET NO. 15 FOR 60" W CROSSING LOCATION. 2. SEE SHEET NO. 15 FOR P-1 CHANNEL CROSSING LOCATION. 60"W AND P ®1 CHANNEL LOW HEAD AND TRANS1110N STRUCTURES SECTION A SCALE: 3/8"-1'—Om '27T771 . O (STypM-)HOK �� PIPE BEDDING It O OF PIC, 'T al' " DC-) R IT OR GIL LjETENESS Q, R COMpi OKA 6" WATERSTOP (TYP-) #5 0 l2s--� 05 06- 0 12" ALTERNATE, W/ TRUSS BARS}-- SM. HOOK PIPE BEDDING VARIES U- rt 108" RCP & TRANS. STRUCTURES � .0 6- #8 0 6 1 8 0 12" 6" WATERSTOP /—ROUGHENED / CONST. JT. T (TYP•)----.-, • (Typ.) W" MIN. 60 #8 0 6 6" MIN. (Typ.) 2c%l Ln w #5 0 120 "Z #5 0 12 ix < (TyP-) 0.0 12 > 1' -6" MIN. MIN. LAP SPLICES #5 STIRRUP 0 12* #6 0 12"_ STRAIGHT BARS #—on #5 2 #6 3' °0" #8 4--10- #8 0 #5 STIRRUP 0 120 #6 0 12" STRAIGHT BARS a #6 0 12--V NQIES #6 06- #6 0 12" TRUSS BARS #6 46 6`j 1. SEE SHEET NO. 15 FOR 60" W CROSSING LOCATION. 2. SEE SHEET NO. 15 FOR P-1 CHANNEL CROSSING LOCATION. 60"W AND P ®1 CHANNEL LOW HEAD AND TRANS1110N STRUCTURES SECTION A SCALE: 3/8"-1'—Om '27T771 . O (STypM-)HOK �� PIPE BEDDING It O OF PIC, 'T al' " DC-) R IT OR GIL LjETENESS Q, R COMpi OKA 6" WATERSTOP (TYP-) #5 0 l2s--� 05 06- 0 12" ALTERNATE, W/ TRUSS BARS}-- SM. HOOK PIPE BEDDING ITF V I F SEC'nON L—ALTERNATE 0 12" TRUSS BAR W1 SCALE: 3/8"-1'-0" 127 D2 i STRAIGHT BARS) —q LOW HEAD AND TRANSITION STRUCTURES 5 4 3 2 6•" W P—ICHANNEL —MENEM ITF V I F SEC'nON L—ALTERNATE 0 12" TRUSS BAR W1 SCALE: 3/8"-1'-0" 127 D2 i STRAIGHT BARS) —q LOW HEAD AND TRANSITION STRUCTURES 5 4 3 2 4 3 2 1 CD 04 NO- oo 0 L- I ts 115 610� ,W1 2x65 (TYP.) PL 1/2x14x1'-20 (TYP.) HP1 2x53 (TYP.) WATER MAIN CROSSING PLAN SCALE: 1/4"-1'-0m L"?-v m M I E VIP Q I q- LOW HEAD STRUCTURE 0 t -0 3' -0" 3"-0'* rt EXISTING 60- W24 I.D. WATERLINE- rL W2 W12 SEC11ON rA SCALE: 3/810-11-01, 12tL2P I (t f PILE LE AND W12 -2�� 11 0 EXISTING I GROUNDUNE IN F G 1 12'-0m 12'-0w 5 SPACES 0 4'-0'* MAX. PILE--- 1" DIA. BAR LOW HEAD STRUCTURE PILE (i I" DIA. BAR--,.j 1AR F1 5 NE SWD 60* 4 RUNE 3 .j1 1wi Not N%P I %—%i TV i [L—rnLLf WALL (TYP.) STRUCTURE SCALE: 3/80-1'-0w '28 L2P I NOTES 2 BOLTS 1. THE SEATTLE WATER DEPARTMENT SHALL BE NOTIFIED TWO WEEKS PRIOR TO CONSTRUCTION (LAKE YOUNGS 255-2242). W-2- 2. THE WATERLINE LOCATION AND ELEVATION SHALL BE FIELD VERIFIED AND THE PIPE SUPPORT SYSTEM SHALL BE INSTALLED PRIOR TO EXCAVATION FOR THE LOW HEAD STRUCTURE. 3. NO EQUIPMENT LOADING SHALL 'BE IMPOSED ON THE SWD 60–INCH WATERLINE. 4. THE EXCAVATION ON EACH SIDE OF EXISTING WATERLINE DURING CONSTRUCTION SHALL NOT EXCEED A DIFFERENTIAL OF 2'–Om. BOLTS 5. THE EXCAVATION BETWEEN THE PILING AND ANY OTHER AREA WHERE THE WATERLINE FOUNDATION IS REMOVED DURING CONSTRUCTION SHALL BE BACKFILLED WITH CDF UP TO THE Ct OF THE SWD 60" W AND 10' NORTH AND SOUTH OF THE 60" W. 8. THE SUPPORT SYSTEM SHOWN IS THE MINIMUM RECOMMENDED. THE CONTRACTOR SHALL SUBMIT ALL DETAILS AND A SEQUENCE OF INSTALLATION PRIOR TO CONSTRUCTION. 7. LOCATION OF JOINTS ALONG THE SWD 60* W IS UNKNOWN. ADJUST THE SPACING AND NUMBER OF SUNG ASSEMBLIES TO CLEAR THE JOINTS BY 12" MINIMUM. 8, NO MORE THAN 6' OF THE SWD 60" W MAY BE UNSUPPORTED AT ANY TIME. 9. DRIVE PILES TO 10 TON CAPACITY. 128227 PRB 14 U Municipality of Metropolitan Seattle NOVEMBER 1992 -U AM: ECKED- 90m. SOUTH INTERCEPTOR – PARALLEL NO: Jmj A.T.L. PHASE 1 c CONTRACT — TER IN CROSSING )RAVAN NO- C122 W/M 4492 PLAN AND DETAILS EET NO: OF 28 32 4 3 2 I c x a w w N O CUT AND CAP EXISTING 6" STORM DRAIN EXISTING BRIDGE WINGWALL '\ & FOOTING TO BE REMOVED FACE OF WALL PARALLEL 1'/2" PREtr1OLDED JOINT FlLLER / WITH NEW 108" SS (BEARING S 01'0'10" W) #7 (TOP) g INTERSECTION FRONT FACE #6 (BOT.) OF EXISTING ABUTMENT 120' -0" PLAN -- RETAINING WALL 1 SCALE: 3/8 " -1' -0" 1 2 1.20' -0" FENCE POST SPA. 10' MAX. WALL do FRONT FACE OF RETAINING WALL 9" EXISTING BRIDGE ABUTMENT TO REMAIN i FINISH GRADE OW 11 .75 BEHIND WALL c 11' 50 lr FINISHED GROUNDLINE 108" ' , i (THIS CONTRACT) --i, j ,E,,. 112.00 ii i REMSI{NN 1 I NOTES 1. FOR ADDITIONAL INFORMA110N AND LOCATION 5 OF WALL, SEE CIVIL DRAWING C107. 2. SEE WSDOT STANDARD PLANS FOR.FENCE DETAILS. 1, -3» # 6" 6" GRAVEL I BACKFILL FOR iKALL 1 I I #8 O 12" #5 I EL. 109.0 END HALF OF #8 BARS GRAVEL I #8 O 6" #6 BACKFILL FOR DRAIN 2" CL FILTER FABRIC CL 3" DIA. o GRAVEL WEEP HOLES i " 'JCL. BACKFILL ( , ELEV. VARIES i EL 116.0 —0" cc < m PIPE SUPPORT J <� (/) U e 3 M wF VERTICAL LINE FOR PIPE BEDDING FROM FOOTING 0 O FACE OF WALL 12" ., Q CUT AND CAP EXISTING 6" STORM DRAIN EXISTING BRIDGE WINGWALL '\ & FOOTING TO BE REMOVED FACE OF WALL PARALLEL 1'/2" PREtr1OLDED JOINT FlLLER / WITH NEW 108" SS (BEARING S 01'0'10" W) #7 (TOP) g INTERSECTION FRONT FACE #6 (BOT.) OF EXISTING ABUTMENT 120' -0" PLAN -- RETAINING WALL 1 SCALE: 3/8 " -1' -0" 1 2 1.20' -0" FENCE POST SPA. 10' MAX. WALL do FRONT FACE OF RETAINING WALL 9" EXISTING BRIDGE ABUTMENT TO REMAIN i FINISH GRADE OW 11 .75 BEHIND WALL c 11' 50 lr FINISHED GROUNDLINE 108" ' , i (THIS CONTRACT) --i, j ,E,,. 112.00 ii i REMSI{NN 1 I NOTES 1. FOR ADDITIONAL INFORMA110N AND LOCATION 5 OF WALL, SEE CIVIL DRAWING C107. 2. SEE WSDOT STANDARD PLANS FOR.FENCE DETAILS. 1, -3» # 6" 6" GRAVEL I BACKFILL FOR iKALL 1 I I #8 O 12" #5 I EL. 109.0 END HALF OF #8 BARS GRAVEL I #8 O 6" #6 BACKFILL FOR DRAIN 2" CL FILTER FABRIC CL 3" DIA. o GRAVEL WEEP HOLES i " 'JCL. BACKFILL ( , Cmi _ 0 1~ = w o v i � N a `� Zn EL 99.0 t0 I � z 4 3 2 ELEV. VARIES 1 {16�faL1 # LnVil:r: I/Vf9 EL 116.0 —0" BEGIN TAPER PIPE SUPPORT J (/) U GRAVEL BACKFILL wF VERTICAL LINE FOR PIPE BEDDING FROM FOOTING �* O FACE OF WALL 12" ., Q Cmi _ 0 1~ = w o v i � N a `� Zn EL 99.0 t0 I � z 4 3 2 1 {16�faL1 # LnVil:r: I/Vf9 —0" PIPE SUPPORT 1 GRAVEL BACKFILL CDF CONCRETE FOR PIPE BEDDING PIPE BEDDING SECTION KA �* SCALE: 3/8 " -1' -0" 9 2 ., Q 128228 PRB Wig M STP40 Municipality of Metropolitan Seattle NOVEMBER 1992 A SOUTH INTERCEPTOR — PARALLEL. 1w. J D.E.W. 3/8 " =1' -0" PHASE 1 RETAINING ALL A�>y TRACT No- C1 23 APPROVED: W 4492 PLAN AND DETAILS NO. 29 32 F G H 5 3 3 2 t E c c c c c - c a t 5 4 3 3 2 t 1 c c c - c c c c q c a c 5 4 3 3 2 0 c c c r Ft C - C T a C