Loading...
HomeMy WebLinkAboutS-222603TYPICAL 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 - ,.