The URL can be used to link to this page

Home My WebLink AboutS-0708375 4 3 A a C 1) 1 1 1 c - maknavilev's ASSN ABBREVATE(D) ACT ACTIVATED PORT ADAPTER AD ADDENDUM ADD ADDITIONAL ASH ADHESIVE ADU ADJUSTABLE AGG AGGREGATE AMB AMBIENT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ANC ANCHOR As ANCHOR BOLT AGO ANGLE GATE VALVE AV ANGLE VALVE, ACID VENT AVE AVENUE ARCH ARCH!-FEC (URAL.) ASTIM AMERICAN SOCIETY FOR TESTING MATERIALS AUX AUXILLARY AVG AVERAGE BPR BACK PRESSURE REGULATOR 8/8 BACK TO BACK 8K BACK, BOOK BCFV BACKFI- OW CHECK VALVE BEG BACKFLOW PRE dENTER BAC BACTERIA, BACTERIOLOGICAL BAUV BALANCING VALVE DO BALI - VALVE RED BAR SCREEN SIX BEAM, BENCHMARK ERG BEARING BTD BEARING TEMPERATURE BTWN BETWEEN BCR BEGiNNiNG OF CURVE CENTER BLK BLACK, 9LOCK(ING) BE BLIND FLANGE 80 KOWOFF SO BOLT CIRCLE, BEGIN CURVE BOP BOTTOM OF PIPE BLVD BOULEVARD BKT BRACKET BLDG BUILDING BUN, BUTTERFLY VALVE BP BYPASS CDF CONTROL DENSITY FILL Cl CAST !RON C 3 P CAST IRON PIPE GEM CEMENT CMG CEMENT MORTAR COATED CML CEMENT MORTAR LINED CTR CENTER C/C CENTER TO CENTER STANDARD SYMBOLS CL CENTER LINE, CHLORINE, CURRENT LIMITING DIFF DIFFERENTIAL Ina FORCE MAIN C�HAM CHAMFER DIM DIMENSION(ED) FWD FORWARD CH CHANNEL, CABINET HEATER DISCH DiSCHANGE(ED) FEN FOUNDATION CV CHECK VALVE, CONTROL VALVE DISC DISCONNECT TURN FURNISHED CHEM CHEMICAL ON DOWN FUT FUTURE CO CLFANOUT DWG DRAWING GALV GALVANIZED CLLR CLEAR, CLEARANCE DAB DRILLED ANCHOR BOLT CORP GASKET CLK CLOCK DIP DUCTILE !PION PIPE Go GATE VALVE COMET COMPARTMENT ED EACH END, ENGINE EXHAUST GA GAUGE COME COMPLETE(TiON), COMPACT(ION) EF EACH FACE, EXHAUST FAN GEN GENERAL, GENERATOR COMES COMPRESSOR EW EACH WAY GL GRADE LINE CAD COMPUTER AIDED DESIGN EWEF EACH WAY EACH FACE CBV GLOBE OBE VALVE CADD COMPUTER AIDED DESIGN & DRAFTING EA EACH GR GROOVED CMA COMPUTER-NIANUAL-AUTO CONTRO: STATION ESMT EASMENT CRTG GRATING DOUG CONCRETE F EAST GND GROUND CCP CONCRETE CYLINDER PIPE ELL E'DOW GRT GROUT CCSP CONCRETE LINED & COATED STEEL PIPE EI - ELEVATION (ELEV.) GO GUARD CMU CONCRETE MASONRY UNIT EMBD EMBEDDED, EMBEDMENT HH HAND HOLE GUIDE CONDENSATE EMER EMERGENCY HE HAND STATION CUD CONDO. ENCI ENCLOSURE H HAND CONN CONNECT(OR)(ION) EC END 0 ' F CURVE HDWR HARDWARE CONST CONSTPUCT(ION)(Eu) ENGR ENGINEER FDR HEADER CJ CONSTRUCTION JOIN? ENTR ENTER, ENTRANCE HT HEIGHT COTE CONTACTOR ED EQUAL HI HIGH CONT CONTINUE(D), CONTROL, CONTINUOUS EQUIP EQUIPMENT HWTR HIGH WATER GOUTS CONTRACT(OR) SOD EQUIPMENT DRAIN HORIZ HORIZONTAL (HOR) CORP CORPORATION EQUIV EQUIVALENT IN INCH ORE CORROSION RESISTANT ESI EASTSIDE INTERCEPTOR INFO INFORMATION CORR CORRUGATED EST ESTIMATE(D) !D INSIDE DIAMETER Can CORRUGATED METAL PIPE EXC EXCAVATION IF INSIDE FACE CTR COUNTER EXIST EXISTING INSTL INSTALL CCW COUNTER CLOCKWISE ES EXIST'ING SURFACE NT INTERIOR, INTERNAL CDC COUNTERSINK(SUNK) EJ EXPAN'SiON JOINT tNVEL INVERT ELEVATION (E) CPLG COUPLING EXT EXTERIOR INV INVERT, oVERSE CRN CRANE EX EXTRA IW INDUSTRIAL WATER XLP CROSS- LINKED POLYETHYLENE FAB FABRICATE(D)(TION) JT JOINT CUF7 CUBIC FEET (FOOT) F FACE JF JOINT FILLER CFH CUBIC FEET PER HOUR FF FAR FACE, FINISHED FLOOR KIP 1,000 POUNDS CFM CUBIC FEE; PER M;NUTE FS FAR SIDE R POUND CPS CUBIC FEET PER SECOND FED FEDERAL LVL LEVEL CUIN CUBIC INCH FRP FIBERGLASS REINFORCED PLASTIC LL LOW LEVEL CUM CUBIC METER FIG FIGURE LW LOW WATER CUYD CUBIC YARD ELF RILTER, FLOAT LWL LOW WATER LEVEL OW CLOCKWISE FOR FINE CRUSHED ROCK LWR LOWER CYL CYLINDER FIN FINISHED MACH MACHINE DEC DECREASING FTNG PITTING MAINT MAINTENANCE DEPT DEPARTMENT FIX FIXTURE MGMT MANAGEMENT DES6R DESCRIBE FC A FLANGE COUPLING ADAPTER MH MANHOLE DSGN DESIGN FL FLOOR LINE, FLOW LINE MAN MANUAL DET DETA,L PLO FLANGE(D) NED MANUFACTURED DAG DIAGRAM FLEX FLEXIBLE EXIBLE MFR MANUFACTURER DIA DIAMETER FUR FLEXIBLE RESTRAINED JOINT MFG MANUFACTURING D! DUCTILE IRON PIPE FT FOOT, FEET M/L MATCH LINE FIG FOOTING MAIL MATERIAL - MAX MAXIMUM MECH MECHANjCAI - Mi MECHANICA� " JOINT MED MEDIUM MTL METAL MIN MINIMUM MSC MISCELLANEOUS MIX MIXTURE METRO MUNICIPALITY OF METROPOI - TAN SEATTLE WTR-C2 NONPOTABLE CITY WATER C2 NONPOTABLE CITY WATER NRS NONRiSING STEM N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NTE NOT TO EXCEED NTS NOT TO SCALP O/C ON CENTER OHP OVERHEAD POWER OPNG OPENING ORIG ORIGINAL CA OVERALL OVFL OVERFLOW PVT PAVEMENT PERM PERMANENT PHASE PHASE PIVC PT OF INTERSECTION OF VERTICAL CURVE PSI POUNDS PER SQUARE INCH PT POINT PVC POLYVINYL CHLORIDE PC PORTLAND CEMENT PCs POSITION PEI POWER POLE P/S PRE-STRESSED P/C PRECAST CONCRETE OTT QUANTITY QTR QUARTER R RADIUS, RISER RE RAILROAD REG RECEIVE REGO RECEIVE RED REDUCE, REDUCER SEE REFERENCE REG REGULATE(OR)(ED) REINP REIN F ORCE(ED)(ING) R/C REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE REBAR REINFORCING BAR (CONCRETE) RESTL REINFORCING STEEL REM REMOVE(ABLE) REEL REPLACE(ED) RED REQUIRE(jNG) READ REQUIRED RE? RETAIN(!NG) : RETIN BETA NING WALL i RT RIGHT PH RIGHT HAND R/W RIGHT-OF-WAY RDWY ROADWAY SAF SAFETY SAN SANITARY SEWER SCH SCHEDULE SEC SECOND, SECONDARY SECT SECTION SEW SEWER SK SKETCH SL SLOPE S SOUTH SPC SPACE SPG SPACING so SQUARE ss SANITARY SEWER STD STANDARD S T A STATION STG STARTING STL STEEL STS STORM DRAIN SEWER STRUCT STRUCTURE SIN SOUTHWEST TAN TANGENT TEL TELEPHONE LLES.C. TEMPORARY EROSION SEDIMENTATION CONTROL TYP TYPICAL DO UNDERGROUND ON UNION UP UTILITY POLE V VALVE VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE VOL VOLUME WTR WATER WE WIDE FLANGE W/ 'WITH W/O WITHOUT W WEST TYPICAL SECTION AND DETAIL NUMBERING SYSTEM (1) SECTION CUT TAKEN ON SHEET 10 DIREC71ON SECTION _19i SECTION LETTER iS LOOKING C 2 _-- DRAWING ON `NH;CH SECTION APPEARS (2) SHEET 20 SHOWS THE SECTION & IS IDENTIFIED AS BELOW IDENTIFIER rc-y —SECTION LETTER SCALES 1, 0 DRAWING ON WHICH SECTION WAS TAKEN (3) DETAILS ARE CROSS- REFERENCED ,N A SIMILAR MANNER, EXCEPT THAT DETAILS ARE !DENTIFIED BY NUMBER RATHER THAN BY LETTER, (4) DASHED MEAN THE DETAIL 15 REFERENCED FROM MULTIPLE SHEETS OR FROM THE SAME SHEET. NATURAL GROUND OR GRADE STREET LIGHT OHP— OVERHEAD POWER LINE EDGE OF TRAVELED WAY, ---- ABANDON & PLUG PIPE BURIED CONDUIT _? INVISIBLE OR HIDDEN —TEL— BURIED TELEPHONE CABLE LINE r— EXPOSED CONDUIT IMPORTED BACKFILL. 2) VALVE —TS-- TRAFFIC SIGNAL CONDUIT HANDRAIL POWER VAULT CONDUIT BENT UP/'TOWARD SURVEY MONUMENT OR DRAINAGE DITCH PERMANENT BENCH MARK CONDUIT BENT DOWN/AWAY ROCK FIRE HYDRANT G--- NATURAL GAS (WITH FLOW DIRECTION) � FLEXIBLE CONDUIT NEW FORCE MAIN, EXISTING MANHOLE SEWER OR WATER PROPOSED DITCH CONCRETE ❑ WATER METER BOX NEW MANHOLE CONDUIT SEALS EXISTING CONTOUR OUTLINE OR BOUNDARY 6� SOIL DURING & DESIGNATION PANELBOARD lqr�_ _1 PRECAST CONCRETE (SECTION) CATCH BASIN OR INLET __125— PROPOSED CONTOUR BREAKUNE T 6 BY PACRIM, INC. 01 ELECTRICAL JUNCTION BOX , SOIL BORING & DESIGNATION CONSTRUCTION EASEMENT GRID LINE BME-1 BY'GARRY STRUTHERS ASSOCIATES, INC, CONCRETE BLOCK DECIDUOUS T PEE & SIZE 4 CENTER I INE OF PIPE UT;IHTY NOTE 4- SOIL BORING DESIGNATION BY OTHERS, BRICK EVERGREEN TREE & SIZE &_\ 1 P&D 000000%0OCoO WOOD POSTS CHECKER PLATE (D COORDINATE CALL OUT CENTER LINE OF ROAD EXIST. LIGHT POLE UTILITY VAULT ANALOG SIGNAL WATER OR GAS METER SONIC/ULTRASONIC SIGNAL PROPERTY LINE POWER POLE FLEXIBLE COUPUNG (-F E`T, FIELD INSTRUMENT GRATE --27"STS— STORM DRAIN & SIZE SECTION OR - - - - — - - - — SUBDIVISION LINE ......... __M ITS OF CONSTRUCTION I 0"SS SANITARY SEWER & SIZE X FIELD NSTRUMEN, PANEL EXISTING ASPHALT PAVEMENT X OUTLINE EXIST. TEMPORARY CONSTRUCTION FENCE EXIS`,NG SANITARY SEWER INSTALLATION F CONDUIT SEALS - PERMANENT EASEMENT BOUNDAR;ES XX I I L �x SOD OR SPEEDING RESTORATION 35" SS z CEMENT CONCRETE PVT z }5 — PROPOSED SANITARY SEWER 0 (NO CURB) M57+00 MONUMENT LINE STATUDN I 00 Z � LANDSCAPE RESTORATION — 4"W WATER MAIN & SIZE 'Record Drawing12/001 0 EXISTING FENCE 57+00 PIPE LINE STATION I u= J I I < — 15"!W— 15 NDUSTRIAi - WATER LINE These drawings have been z _u _C` ROOKERY WAu, — 12"F FIRE MAIN & SIZE EXIST. CULVERT/P!PE modified to conform w; h CA' 1 2 LAYS _�iL WETLANDS SYMBOL I t 1 L_ L- 4- information provided by the I — P BURIED POWER CABLE WETLANDS BOUNDRY cortractor. See origind Tle SILT FENCE 1 6 F F_0[� F Y STEEL PLATE I �01 I DIG 11 X I copies for engineer's z LOSE i professional seal. '51 DESIGNED: 1 CHECKED: 1 -800- 424-555 1 F 1 DATE: ------ DEPARTMENT OF NATURAL RESOURCES 'K.J.D. j.G. BRYN MAWR SYSTEM M1PROVEMFNTS JAN. 1998 GARRY STRUTHERS ASSOCIATES, I 3150 Richards Road, Suite 0 4& DRAWN: SCALE: SCHEDULE A rF-L= —NO e 1 Bellevue, WA 98005-446 C. G, H. REVISED PER RECORD DRAWING MARKUPS MKW 12-00 Phone: (425) 519-0300 ABBREVIATIONS, STANDARD RECMAMENDED: NONE hDRAVINGNO I U* Fax: (425) 519-0309 CONFORMED CGHI 12/98 CONTRACT Na, King County SYMBOLS AND LEGEND G10 2 AVE� Na . REVISION BY APP'D1 DATE PPRO D C73130C V V T V V V V I I u L I G H