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Home My WebLink AboutS-0703035 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