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Home My WebLink AboutS-276602I 1� +� V I a s a ABBREVIATIONS Try o n w ��r�T T!+ ��T Tai AB ANCHOR BOLT ELL ELBOW MAINT MAINTENANCE RM ROOM TOPOGRAPHIC & MISCELLANEOUS U 11LI 1 T S TIVIBOLS AC ASPHALTIC CONCRETE, ACRE EMBD EMBEDDED MAS MASONRY RP RADIUS POINT, REFERENCE POINT I� N T ACP ASBESTOS CEMENT PIPE EMER EMERGENCY MAIL MATERIAL RPM REVOLUTIONS PER MINUTE ` AGG AGGREGATE ENGR ENGINEER MAX MAXIMUM RR RAILROAD to _ - CENTERLINE ® EXISTING GAS METER u AL ALUMINUM EQ EQUAL MB MAILBOX RT RIGHT 'a s Vff ALT ALTERNATE EQUIP EQUIPMENT MCC MOTOR CONTROL CENTER R/W RIGHT OF WAY -- PROPERTY LINE OR R/W 111 EXISTING GAS VALVE ALUM ALUMINUM EQUIV EQUIVALENT MCU MASTER CONTROL UNIT N EASEMENT LINE o EXISTING UTILITY POLE ANC ANCHOR ESMT EASEMENT MECH MECHANICAL 5 SOUTH, SLOPE, SANITARY SEWER ---- - - - --- APPROX APPROXIMATELY) EST ESTIMATE MFG MANUFACTURED SCFM STANDARD CUBIC FEET PER MINUTE LLJ APWA AMERICAN PUBLIC WORKS ASSOCIATION EVC END VERTICAL CURVE MFR MANUFACTURER SCH SCHEDULE JN-1 �� BREAK LINE .� EXISTING UTILITY POLE ANCHOR ASPH ASPHALT EW EACH WAY MG MILLION GALLONS SO STORM DRAIN a L,I W ASSY ASSEMBLY EXCL EXCLUDING MGD MILLION GALLONS PER DAY SE SOUTHEAST >� (1 I~-j pJ EXISTING STRUCTURE �� STREET LIGHT ATB ASPHALT TREATED BASE EXIST EXISTING MG/L MILLIGRAMS PER LITER SEC SECOND (n z AVAR AIR VACUUM & AIR RELEASE VALVE EXT EXTERIOR MGR MANAGER SECT SECTION 1-� PROPOSED STRUCTURE EXISTING TELEPHONE RISER Z 0 AUTO AUTOMATIC MH MANHOLE SF SQUARE FEET w O o - EXISTING FENCE D MAIL BOX AUX AUXILIARY F FAHRENHEIT, FACE, FAN MHHW MEAN HIGH HIGH WATER SHT SHEET r AVE AVENUE FF FINISH FLOOR MI MILE SIM SIMILAR Q z AWWA AMERICAN WATER WORKS ASSOCIATION FAB FABRICATE(D), FABRICATION MIC MONUMENT IN CASE SL SLOPE, SLEEVE W w - >• --w-�- PROPOSED FENCE �g EXISTING RIP RAP F/F FACE TO FACE MIN MINIMUM, MINUTE SPEC SPECIFICATIONS V) L W A A BF BUTTERFLY VALVE FH FIRE HYDRANT MISC MISCELLANEOUS SID SQUARE �-- a� ��50� EXISTING CONTOUR LINE PROPOSED RIP RAP m I- BLDG BUILDING FIN GR FINISHED GRADE MJ MECHANICAL JOINT SS STAINLESS STEEL., SANITARY SEWER Q < QO m W t5p -\ PROPOSED CONTOUR LINE �O EXISTING ROCKERY BLK BLOCK FL FLANGE, FLOWLJNE ML MEAN LO ST STREET BM BEAM, BENCHMARK FM FORCE MAIN MLLW MEAN LOWER LOW WATER STA STATION Q 80 BLOW OFF FO FIBER OPTIC MLW MEAN LOW WATER STD STANDARD Z ¢ �� EXISTING SLOPE oO0 PROPOSED ROCKERY BOD BIOCHEMICAL OXYGEN DEMAND FPM FEET PER MINUTE MOC MIDDLE OF CURVE STL STEEL (f) (f) EXISTING DITCH OR EDGE OF WATER IT EXISTING SIGN BOT BOTTOM FPS FEET PER SECOND MON MONUMENT STOR STORAGE (10 g — "'— BRG BEARING FRP FIBERGLASS REINFORCED PIPE MPH MILES PER HOUR STRUCT STRUCTURAL (n Ld J BRK BREAK FT FEET, FOOT MSL MEAN SEA LEVEL SUPERV SUPERVISOR J 0 PROPOSED DITCH OR EDGE OF WATER T PROPOSED SIGN BST BITUMINOUS SURFACE TREATMENT FTG FOOTING SUPT SUPPORT J U m N BTU BRITISH THERMAL UNIT FLIT FUTURE N NORTH SW SOUTHWEST = Q OHT OVERHEAD TELEPHONE LINE TREE (CONIFER) BULKHDS BULKHEADS N/A NON APPLICABLE SY SQUARE YARD U UGT UNDERGROUND TELEPHONE LINE EXISTING TREE (DECIDUOUS) G GUTTER, GAS NE NORTHEAST SYM SYMMETRICAL L,J CB CATCH BASIN GA GAGE NEG NEGATIVE C TO C CENTER TO CENTER GAL GALLON NIC NOT IN CONTRACT T TOP IZ —OHTV— OVERHEAD N LINE 0- EXISTING YARD LIGHT CF CUBIC FEET GALV GALVANIZED NO NUMBER TAN TANGENT :D CFH CUBIC FEET PER HOUR GO GUARD NS NOT SPECIFIED T & M TIME & MATERIALS 45.63 CFM CUBIC FEET PER MINUTE GEN GENERAL S —UGN— UNDERGROUND N LINE /— SPOT ELEVATION AT POINT SHOWN TUTS NOT TO SCALE TB TOP OF BANK ~ CFS CUBIC FEET PER SECOND GIP GALVANIZED IRON PIPE NT WT NET WEIGHT TBM TEMPORARY BENCHMARK —G— GAS LINE 45.63 SPOT ELEVATION AT DECIMAL POINT CI CAST IRON GL GLULAM NW NORTHWEST IC TOP OF CURB OHP OVERHEAD POWER LINE TC45.63 TOP OF CURB ELEVATION CIP CAST IRON PIPE GPD GALLONS PER DAY TFR TRANSFORMER CJ CONSTRUCTION JOINT GPM GALLONS PER MINUTE 02 OXYGEN THD'D THREADED a G� GUTTER ELEVATION OC ON CENTERS THK THICK n... CL CENTERLINE, CLASS GR GRADE, GRAVEL ry a —UGP— UNDERGROUND POWER LINE CL2 CHLORINE GIRD GROUND OD OUTSIDE DIAMETER, OUTSIDE DIMENSION THRU THROUGH EDGE OF TREES OR BRUSH CMP CORRUGATED METAL PIPE GRTG GRATING OH OVERHEAD, OVERHANG TOC TOP OF CONCRETE EXISTING GUARDRAIL CMU CONCRETE MASONRY UNIT GV GATE VALVE OHP OVERHEAD POWER LINE TOP TOP OF PIPE Q 3E NATURAL GROUND CO CLEANOUT GYP GYPSUM OPT OPTIONAL TRM TRANSMITTER PROPOSED GUARDRAIL 0 CO2 CARBON DIOXIDE ORIG ORIGINAL TRN TRANSDUCER 9w CONCRETE COMB COMBINATION HDPE HIGH DENSITY POLYETHYLENE OZ OUNCE TYP TYPICAL �a CONC CONCRETE, CONCENTRIC HH HAND HOLE TWP TOWNSHIP WET AREA CONT CONTINUOUS HOR HORIZONTAL P POST, PER, POWER E CONST CONSTRUCTION HP HIGH PRESSURE, HIGH POINT, HORSEPOWER PC POINT OF CURVATURE UBC UNIFORM BUILDING CODE a CRIB CRIBBING HT HEIGHT PE PLAIN END UG UNDERGROUND o E WATER SYMBOLS SANITARY /STORM SEWER SYMBOLS CS COMBINED SEWER HTR HEATER PERF PERFORATED UGP UNDERGROUND POWER LINE -E CTR CENTER H/V HEATING AND VENTILATING PH PHASE UUD UTILITY LOCAL IMPROVEMENT DISTRICT FJ CULV CULVERT HVAC HEATING, VENTILATING, AND AIR CONDITIONING PI POINT OF INTERSECTION U/P UTILITY POLE —1N— EXISTING WATERLINE FM EXISTING FORCE MAIN CV CHECK VALVE HW HIGH WATER PK PEAK USGS UNITED STATES GEOLOGICAL SURVEY o T 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 C 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 CIA DIAMETER IN INCH PSF POUNDS PER SQUARE FOOT VOL VOLUME EXISTING COUPLING SO EXISTING STORM DRAIN DIAG DIAGRAM INCL INCLUDING PSIA POUNDS PER SQUARE INCH ABSOLUTE VPI VERTICAL POINT OF INTERSECTION _ DIFF DIFFERENTIAL INSUL INSULATE(D), INSULATION PSIG POUNDS PER SQUARE INCH GAGE VSS VOLATILE SUSPENDED SOLIDS u 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 EXISTING REDUCER CS EXISTING COMBINED SEWER DN DOWN PVC POLYVINYL CHLORIDE W/ WITH DNR DEPARTMENT OF NATURAL RESOURCES K KIP (1,000 POUNDS) PM POINT OF VERTICAL INTERSECTION W/O WITHOUT PROPOSED REDUCER o EXISTING SANITARY SEWER CLEAN OUT DR DRIVEWAY KV KILOVOLT PVT PAVEMENT WD WATER DISTRICT DO DISSOLVED OXYGEN KVA KILOVOLT AMPERE WM WATER MAIN, WATER METER. WIRE MESH PROPOSED THRUST BLOCK • PROPOSED SANITARY SEWER CLEAN OUT DWG(S) DRAWING(S) KW KILOWATT OTY QUANTITY WS WATER SURFACE `-N WT WEIGHT ® EXISTING WATER METER O EXISTING SANITARY SEWER MANHOLE E EAST LB POUND(S) R RADIUS, RANGE WWF WELDED WIRE FABRIC EA EXHAUST AIR, EACH LC LENGTH OF CURVE RAD RADIUS WWM WELDED WIRE MESH ® PROPOSED WATER METER PROPOSED SANITARY SEWER MANHOLE ECC ECCENTRIC LEV LEVEL RCP REINFORCED CONCRETE PIPE EFF EFFLUENT LF LINEAL FOOT(FEET) RECEPT RECEPTIONIST YD YARD Yy EXISTING FIRE HYDRANT ❑ EXISTING STORM DRAIN CATCH BASIN EL ELEVATION (ELEV) LIFT LEFT RECIRC RECIRCULATION YR YEAR ELECT ELECTRICAL LG LONG RECP RECEPTACLE w PROPOSED FIRE HYDRANT ■ PROPOSED STORM DRAIN CATCH BASIN LID LOCAL IMPROVEMENT DISTRICT RED REDUCE(R) # NUMBER, POUNDS LS LUMP SUM REF REFERENCE & AND a I EXISTING FLANGE JOINT REG REGULATOR EXISTING STORM DRAIN CULVERT LT LEFT a AT LTG LIGHTING REINF REINFORCED, REINFORCING 4 DIAMETER, PHASE 1 PROPOSED FLANGE JOINT >---t PROPOSED STORM DRAIN CULVERT LW LOW WATER REQ'D REQUIRED RESIL RESILIENT a 1 EXISTING MECHANICAL JOINT Q EXISTING STORM DRAIN MANHOLE RJ RESTRAINT JOINT �s 276602 1 PROPOSED MECHANICAL JOINT ® PROPOSED STORM DRAIN MANHOLE w I C EXISTING HUB OR PUSH —ON JOINT ° ( PROPOSED HUB OR PUSH -ON JOINT PROJECT RELATED SYMBOLS PROJECT RELATED NOTES SECTION & DETAIL NWABERING SYSTEM SURVEY SYMBOLS m �° EXISTING AIR RELIEF VALVE NONE PROPOSED AIR RELIEF VALVE (1) FOUND SECTION CORNER SET IRON PIPE /REBAR SECTION CUT ON DRAWINGS (3) DETAILS ARE CROSS - REFERENCED P EXISTING BLOWOFF IN A SIMILAR MANNER EXCEPT THAT 0.0.0 FOUND QUARTER CORNER & FOUNj) MONUMENT IN CASE ACCESS ROAD SECTION LETTER DETAILS ARE IDENTIFIED BY NUMBER FOUND SIXTEENTH CORNER I& FOUND SURFACE MONUMENT IIT PROPOSED BLOWOFF RESURFACING A RATHER THAN BY LETTER. i f�7 EXISTING BUTTERFLY VALVE CB DRAWING NO. ON WHICH �Q� FOUND CLOSING CORNER FOUND /SET LEAD &TACK, PK NAIL iiii SECTION APPEARS ■ lk PROPOSED BUTTERFLY VALVE FOUND MEANDER CORNER o FOUND /SET HUB W /TACK 0 4V EXISTING CHECK VALVE ® SOIL BORING O SECTION CENTER RAISE ACCESS ROAD Tqx LOT NUMBER �I PROPOSED CHECK VALVE O LL W S it AND RESURFACE (2) LS�oF WASy�o m EXISTING GATE VALVE ON DRAWING 15 THIS SECTION IS SHOWN NOTE: N OWNERSHIP TIE SECTION & DETAIL NUMBERING �.� 0 N PROPOSED GATE VALVE SYSTEM MAY OR MAY NOT BE USED. ANGLE POINT '" CROSS SECTION A BENCHMARK I � sW 0 EXISTING PLUG VALVE O IN PROPOSED PLUG VALVE RECONSTRUUCTTION SCALE 1" = 1'-O° o C4 FOUND IRON PIPE/REBAR bz F ` � /ONAL E� AND RESURFACING DRAWING NO. ON WHICH SECTION WAS CUT. Exais[s �i /e /�ao2 DI CD1 612 SCANNED SEP 1 % iWe LL 176 F R' ® ..