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Home My WebLink AboutS-27660FABBREVIATIONS AB ANCHOR BOLT ELL ELBOW MAINT MAINTENANCE RM ROOM n ` IOP(X`.RAPIdiC & MISCELLANEOUS UTILITY SYMBOLS AC ASPHALTIC CONCRETE, ACRE EMBD EMBEDDED MAS MASONRY RP RADIUS POINT, REFERENCE POINT o a ACID ASBESTOS CEMENT PIPE EMER EMERGENCY MAT'L MATERIAL RPM REVOLUTIONS PER MINUTE ca AGG AGGREGATE ENGR ENGINEER n '.X MAXIMUM RR RAILROAD N \ CENTERLINE O EXISTING GAS METER AL ALUMINUM EQ EQUAL MB MAILBOX RT RIGHT I C —_ — Qt EXISTING GAS VALVE ALT ALTERNATE EQUIP EQUIPMENT MCC MOTOR CONTROL CENTER R/W RIGHT OF WAY PROPERTY LINE OR R/W ALUM ALUMINUM EQUIV EQUIVALENT MCU MASTER CONTROL UNIT . (V __________ o EXISTING UTILITY POLE ANC ANCHOR ESMT EASEMENT MECH MECHANICAL S SOUTH, SLOPE, SANITARY SEWER I W EASEMENT LINE APPROX APPROXIMATELY) EST ESTIMATE MFG MANUFACTURED SCFM STANDARD CUBIC FEET PER MINUTE .� EXISTING UTILITY POLE ANCHOR APWA AMERICAN PUBLIC WORKS ASSOCIATION EVC END VERTICAL CURVE MFR MANUFACTURER SCH SCHEDULE 8 a J $ —�— BREAK LINE ASPH ASPHALT EW EACH WAY MG MILLION GALLONS SD STORM DRAIN (7� _ - ASSY ASSEMBLY EXCL EXCLUDING MGD MILLION GALLONS PER DAY SE SOUTHEAST d a W $ ® EXISTING STRUCTURE o- STREET LIGHT ATB ASPHALT TREATED BASE EXIST EXISTING MG/L MILLIGRAMS PER LITER SEC SECOND AVAR AIR VACUUM & AIR RELEASE VALVE EXT EXTERIOR MGR MANAGER SECT SECTION d (/) Z o EXISTING TELEPHONE RISER MH MANHOLE SF SQUARE FEET Z 1-J 0 PROPOSED STRUCTURE AUTO AUTOMATIC 8 Of O 0 H AUX AUXILIARY F FAHRENHEIT, FACE, FAN MHHW MEAN HIGH HIGH WATER SHT SHEET Ld EXISTING FENCE D MAIL BOX AVE AVENUE FF FINISH FLOOR MI MILE SIM SIMILAR Q Q z m N AWWA AMERICAN WATER WORKS ASSOCIATION FAB FABRICATE(D), FABRICATION MIC MONUMENT IN CASE SL SLOPE, SLEEVE N W ^ m r - w- -w--w- PROPOSED FENCE EXISTING RIP RAP F/F FACE TO FACE MIN MINIMUM, MINUTE SPEC SPECIFICATIONS k-a BF BUTTERFLY VALVE FH FIRE HYDRANT MISC MISCELLANEOUS SO SQUARE r� a Z$ —A50--- EXISTING CONTOUR LINE PROPOSED RIP RAP BLDG BUILDING FIN GR FINISHED GRADE MJ MECHANICAL JOINT SS STAINLESS STEEL, SANITARY SEWER 0' p m F� Z. BLK BLOCK FL FLANGE, FLOWL.INE ML MILLILITER ST STREET QO Q 0 W 19�� PROPOSED CONTOUR LINE COO EXISTING ROCKERY BM BEAM, BENCHMARK FM FORCE MAIN MLLW MEAN LOWER LOW WATER STA STATION Q A EXISTING SLOPE 000 PROPOSED ROCKERY BO BLOW OFF FO FIBER OPTIC MLW MEAN LOW WATER STD STANDARD BOO BIOCHEMICAL OXYGEN DEMAND FPM FEET PER MINUTE MOC MIDDLE OF CURVE STL STEEL N —...— v EXISTING SIGN BOT BOTT� FPS FEET PER SECOND MON MONUMENT STOR STORAGE EXISTING DITCH OR EDGE OF WATER BRG BEARING FIRP FIBERGLASS REINFORCED PIPE MPH MILES PER HOUR STRUCT STRUCTURAL (n W J BRK BREAK FT FEET, FOOT MSL MEAN SEA LEVEL SUPERV SUPERVISOR J U O M'� PROPOSED DITCH O2 EDGE OF WATER r PROPOSED SIGN BST BITUMINOUS SURFACE TREATMENT FTG FOOTING SUPT SUPPORT U FJ.� BTU BRITISH THERMAL UNIT FLIT FUTURE N NORTH = Q N —OHT— OVERHEAD TELEPHONE LINE EXISTING TREE (CONIFER) BULKHDS BULKHEADS N/A NON APPLICABLE SY, SQUARE EXISTING TREE (DECIDUOUS) G GUTTER, GAS NEG NEOUGATIVEST SYM SYMMETRICAL q —UGT— UNDERGROUND TELEPHONE LINE ) CB CATCH BASIN GA GAGE II p C TO C CENTER TO CENTER GAL GALLON NIC NOT IN CONTRACT T TOP Z —OHTV— OVERHEAD TV LINE EXISTING YARD LIGHT CF CUBIC FEET GALV GALVANIZED NO NUMBER TAN TANGENT CFH CUBIC FEET PER HOUR G) GUARD NS NOT SPECIFIED T & M TIME & MATERIALS 45.63 SPOT ELEVATION AT POINT SHOWN NTS NOT TO SCALE TB TOP OF BANK S -UGTV- UNDERGROUND TV LINE CFM CUBIC FEET PER MINUTE GEN GENERAL CFS CUBIC FEET PER SECOND GP GALVANIZED IRON PIPE NT WT NET WEIGHT TBM TEMPORARY BENCHMARK -G- GAS LINE 45.63 SPOT ELEVATION AT DECIMAL POINT CI CAST IRON GL G•ULAM NW NORTHWEST TC TOP OF CURB TC45.63 TOP OF CURB ELEVATION CIP CAST-IROWPIF'E GPD GALLONS PER DAY 02 OXYGEN TFR THREADED TRANSFORMER _ -OHP- OVERHEAD POWER LINE CJ CONSTRUCTION JOINT GPM GALLONS PER MINUTE o /G45.13 GUTTER ELEVATION CL CENTERLINE, CLASS GR GRADE, GRAVEL OC ON CENTERS THK THICK --g -UGP- UNDERGROUND POWER. LINE CL2 CHLORINE GRID GROUND OD OUTSIDE DIAMETER, OUTSIDE DIMENSION THRU THROUGH 3 ° /XYY\ EDGE OF TREES OR BRUSH CMP CORRUGATED METAL. PIPE GRTG GRATING OH OVERHEAD, OVERHANG TOC TOP OF CONCRETE c . •E OHP OVERHEAD POWER LINE TOP TOP OF PIPE EXISTING GUARDRAIL CMU CONCRETE MASONRY UNIT GV GATE VALVE r a Q ® E NATURAL GROUND CO CLEANOUT GYP GYPSUM OPT OPTIONAL TRM TRANSMITTER a (~ 3Q ORIG ORIGINAL TRN TRANSDUCER �— PROPOSED GUARDRAIL CO2 CARBON DIOXIDE F a u e ►Z _° - CONCRETE COMB COMBINATION HOPE HIGH DENSITY POLYETHYLENE OZ OUNCE TYP TYPICAL a ° m b' CONC CONCRETE CONCENTRIC HH HAND HOLE TWP TOWNSHIP Ak WET AREA CONT CONTINUOUS HOR HORIZONTAL P POST, PER, POWER y Q C o CONST CONSTRUCTION HP HIGH PRESSURE, HIGH POINT, HORSEPOWER PC POINT OF CURVATURE UBC UNIFORM BUILDING CODE CRIB CRIBBING HT HEIGHT PE PLAIN END UG UNDERGROUND v I a v y E ;a o PERF PERFORATED UGP UNDERGROUND POWER LINE WATER SYMBOLS SANITARY /STORM SEWER SYMBOLS CS COMBINED SEWER HTR HEATER z ¢ �E PH PHASE UUD UTILITY LOCAL IMPROVEMENT DISTRICT CTR CENTER H/V HEATING AND VENTILATING a °� CULV CULVERT HVAC HEATING, VENTILATING, AND AIR CONDITIONING PI POINT OF INTERSECTION U/P UTILITY POLE —W— EXISTING WATERLINE —FM— EXISTING FORCE MAIN CV CHECK VALVE HW HIGH WATER PK PEAK USGS UNITED STATES GEwO^�'CAL SURVEY c o CY /DAY CUBIC YARD PER DAY HWY HIGHWAY PL PROPERTY LINE air PROPOSED WATERLINE PROPOSED FORCE MAIN CYL CYLINDER HYD HYDRANT PNEU PNEUMATIC VAR VARIES HZ HERTZ (CYCLES PER SECOND) PP POWER POLE VC VERTICAL CURVE $ L EXISTING CAP/PLUG —S— EXISTING SANITARY SEWER D DITCH PRES PRESSURE VCP VITRIFIED CLAY PIPE DET DETAIL ID INSIDE DIAMETER PRV PRESSURE REGULATING VALVE VERT(S) VERTICAL(S) L PROPOSED CAP/PLUG PROPOSED SANITARY SEWER DI DUCTILE IRON IE INVERT ELEVATION PS PUBLIC SEWER VF VERTICAL FOOT DIA DIAMETER IN INCH PSF POUNDS PER SQUARE FOOT VOL VOLUME o tt EXISTING COUPLING —SD— EXISTING STORM DRAIN DIAG DIAGRAM INCL INCLUDING PSIA POUNDS PER SQUARE INCH ABSOLUTE Vpl VERTICAL FONT OF INTERSECTION DIFF DIFFERENTIAL INSUL INSULATE(D), INSULATION PSIG POUNDS PER SQUARE INCH GAGE VSS VOLATILE SUSPENDED SOLIDS ai PROPOSED COUPLING PROPOSED STORM DRAIN DIM DIMENSION INV INVERT PT POINT, POINT OF TANGENCY DIST DISTRICT IRRG IRRIGATION PUD PUBLIC UTILITY DISTRICT W WEST, WATER D EXISTING REDUCER - -CS — EXISTING COMBINED SEWER DN DOWN PVC POLYVINYL CHLORIDE W/ WITH POINT OF VERTICAL INTERSECTION W/O WITHOUT DNR DEPARTMENT OF NATURAL RESOURCES K KIP (1,000 POUNDS) PVI ► PROPOSED REDUCER U EXISTING SANITARY SEWER CLEAN OUT DR DRIVEWAY KV KILOVOLT PVi PAVEMENT WD WATER DISTRICT DO DISSOLVED OXYGEN KVA KILOVOLT AMPERE WM WATER MAIN, WATER METER, WIRE MESH �I PROPOSED THRUST BLOCK • PROPOSED SANITARY SEWER CLEAN OUT DWG(S) DRAWING(S) KW KILOWATT QTY QUANTITY WS WATER SURFACE WT WEIGHT 9 EH EXISTING WATER METER 0 EXISTING SANITARY SEWER MANHOLE E EAST LB POUND(S) R RADIUS, RANGE WWF WELDED WARE FABRIC $ EA EXHAUST AIR, EACH LC LENGTH OF CURVE RAD RADIUS WWM WELDED WIRE MESH B PROPOSED WATER METER a PROPOSED SANITARY SEWER MANHOLE ECC ECCENTRIC LEV LEVEL RCP REINFORCED CONCRETE PIPE EFF EFFLUENT LF LINEAL FOOT(FEET) RECEPT RECEPTIONIST YD YARD ty EXISTING FIRE HYDRANT ❑ EXISTING STORM DRAIN CATCH BASIN EL ELEVATION (ELEV) LFT LEFT RECIRC RECIRCULATION YR YEAR ELECT ELECTRICAL LG LONG RECP RECEPTACLE y/ PROPOSED FIRE HYDRANT ® PROPOSED STORM DRAIN CATCH BASIN LID LOCAL IMPROVEMENT DISTRICT RED REDUCE(R) HIE NUMBER, POUNDS LS LUMP SUM REF REFERENCE & AND a Y I EXISTING FLANGE JOINT EXISTING STORM DRAIN CULVERT LT LEFT REG REGULATOR 0 AT LTG LIGHTING REINF REINFORCED, REINFORCING 0 DIAMETER, PHASE 1 PROPOSED FLANGE JOINT PROPOSED STORM DRAIN CULVERT LW LOW WATER REQ'D REQUIRED RESIL RESILIENT CL 1 EXISTING MECHANICAL JOINT ® EXISTING STORM DRAIN MANHOLE RJ RESTRAINT JOINT IL a S PROPOSED MECHANICAL JOINT • PROPOSED STORM DRAIN MANHOLE S W C EXISTING HUB OR PUSH -ON JOINT a C PROPOSED HUB OR PUSH -ON JOINT PROJECT RELATED SYMBOLS PROJECT RELATED NOTES SECTION & DETAIL NUMBERING SYSTEM SURVEY SYMBOLS m � EXISTING AIR RELIEF VALVE NONE - FOUND SECTION CORNER SET IRON PIPE/REBAR PROPOSED AIR RELIEF VALVE (1) o0a FOUND QUARTER CORNER p FOUND MONUMENT IN CASE SECTION CUT ON DRAWING 5 (3) DETAILS ARE CROSS- REFERENCED 0 FOUND SIXTEENTH CORNER 8 FOUND SURFACE MONUMENT 4 EXISTING BLOW/OFF IN A SIMILAR MANNER EXCEPT THAT ACCESS ROAD sECnoN �� DETAILS ARE IDENTIFIED BY NUMBER FOUND CLOSING CORNER x FOUND /SET LEAD &TACK, PK NAIL i PROPOSED BLOWOFF RESURFACING A RATHER THAN BY LETTER. -' da EXISTING BUTTERFLY VALVE CB oRAwuaG NM ON vans+ mc FOUND MEANDER CORNER o FOUND /SET HUB W /TACK sECna+ AvaEARs Ix A PROPOSED BUTTERFLY VALVE ® SOIL BORING ORECOSE DRAWING CTION CENTER g o ?1 EXISTING CHECK VALVE Q TAX LOT NUMBER g rn RAISE ACCESS ROAD N OWNERSHIP TIE THIS DRAWING ON IN HAS BEEN PREPARED g � N PROPOSED CHECK VALVE FROM THE CONTRACTOR AND OTHERS S��F W ss�' S `r d ANGLE POINT AND RESURFACE (2) ON DRAWING 15 THIS SECTION IS SHOWN NOTE: Ii4GJ?JI+`�✓ o yico� g D4 EXISTING GATE VALVE SECTION &DETAIL NUMBERING #A 8Y N PROPOSED GATE VALVE SYSTEM MAY OR MAY NOT BE USED. Y BENCHMARK CROSS DATE � Petn.. ZPi. ?,011'3 0 EXISTING PLUG VALVE CROSS SEC Z �ry ION A ° FOUND IRON PIPE/REBAR HAMMOND. OOUER & WADIE- UVMGSMW & ASSOCIATES, ACCESS ROAD SCALE 1' = 1' -O' C4 CwAvING Mommy ICI PROPOSED PLUG VALVE RECONSTRUCTION xN rnnwNC Na m iqH 4010 STONE WAY 'NORTH C AND RESURFACING SEC110N WAS CUT. SEATTLE, WASHINGTON 98103 Zp -,s -j> S- 276662 /jo j=_ �)��aF SCANNED MAR 2 5 7003 i ROLL 179 FR ffm