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HomeMy WebLinkAboutD-288402W IJ DOLL 178 FR INDEX SHEET NO. DE3CR ED N COVER VICINITY & LOCATION MAPS 1 ABBREVIATIONS, SYMBOL LEGEND AND INDEX SYMBOL LEGEND 3 ABBREVIATIONS EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION AVE AVENUE PLAN AND PROFILE - STATION 16 +00 TO 20+00 8 PLAN AND PROFILE - STATION 20 +00 TO 24 +00 9 PLAN AND PROFILE - STATION 24 +00 TO 28 +00 AC ASBESTOS CEMENT PIPE 11 PLAN AND PROFILE - STATION 32 +00 TO 36 +00 ASPHALT PAVEMENT o MAIL BOX (NOTED) ADJ ADJUST INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE ,,, PLAN AND PROFILE - STATION 43 +80 TO 48 +00 16 PLAN AND PROFILE - STATION 48 +00 TO 52 +00 ALT ALTERNATE 18 PLAN AND PROFILE - STATION 55 +50 TO 59 +60 19 PLAN AND PROFILE - STATION 59 +60 TO 63 +30 20 ALUM ALUMINUM PLAN AND PROFILE - STATION 67 +40 TO 71 +60 'r; 77;-;7 -7., .; GRAVEL SURFACING 23 SIGN ANSI AMERICAN NATIONAL STANDARDS INSTITUTE 28 -29 STORM DRAINAGE DETAILS 30 TEMPORARY EROSION AND SEDIMENT ASPH ASTM ASPHALT AMERICAN SOCIETY OF TESTING AND MATERIALS�._� ''•.. + .' CONCRETE SURFACING 32 RIP RAP ASSY ASSEMBLY BF BLDG BLIND FLANGE BUILDING �' - JJ.I -I CONCRETE SIDEWALK EMBANKMENT BUS BLOCK BO CTR BLOW OFF CENTER — — — - RIGHT -OF -WAY LINE CAP CORRUGATED ALUMINUM PIPE TREE (CONIFER) CB CATCH BASIN CENTERLINE OF RIGHT -OF -WAY CC CI CONCRETE CAST IRON - Q TREE (DECIDUOUS) CL CENTER LINE — — — CENTERUNE OF ROADWAY CLR CMP CLEARANCE CORRUGATED METAL PIPE SHRUBS CO CLEANOUT - - -- ° PROPERTY LINE CONC CONCRETE PERMANENT EASEMENT LINE WET LANDS C CONDUIT CONN CONNECTION — — — — TEMPORARY EASEMENT LINE CONTR CONT CONTRACTOR CONTINUOUS CPLG COUPLING - - - 10 - - - CONTOUR LINE BUILDINGS CY CUBIC YARD CONT CONTINUED _ -- E BURIED ELECTRICAL CL CLASS ROCK WALL CF CUBIC FEFT T BURIED TELEPHONE C CFS CUBIC FEET PER SECOND DC DEGREE OF CURVATURE w WATER MAIN (SIZE AS NOTED) 15i ELEVATION POINT DI DUCTILE IRON DIA DIAMETER G GAS MAIN MONUMENT DOT DEPARTMENT OF TRANSPORTATION 4 DIM DIMENSION 5 _ -S_.- SANITARY SEWER DWGS DRAWING(S) BORING AND TEST D DRAIN p D STORM DRAIN (SIZE AS NOTED) PIT LOCATIONS EOA EDGE OF ASPHALT E EAST F - SANITARY SEWER FORCE MAIN SECTION CORNER EA EACH EL ELEVATION TV BURIED TV CABLE EL ELEC ELBOW ELECTRICAL 1/4 CORNER EXIST EXISTING FIG FIN FIGURE FINISHED © POWER VAULT O ANGLE POINT / FL FLANGE CONTROL POINT FT FEET a TELEPHONE VAULT BENCH MARK F FORCE MAIN GA GALV GAUGE GALVANIZED TO TELEPHONE MANHOLE - -- DITCH GI GALVANIZED IRON GV GATE VALVE O MANHOLE -- D CULVERT (SIZE & ID INSIDE DIAMETER TYPE AS NOTED) IE INVERT ELEVATION CLEANOUT INV INVERT c- FENCE (TYPE AS NOTED) IN INCH L LENGTH ❑ s TYPE 1 CATCH BASIN OR CURB INLET LB LF POUND LINEAR FEET O 2 CATCH BASIN x \ , �C FENCE (WITH GATE) MAX MAXIMUM OO TYPE MFR MANUFACTURER MH MANHOLE POLE WITH GUY WIRE EXISTING GROUND MIN MINIMUM �� �\ MJ MECHANICAL JOINT MISC MISCELLANEOUS POWER / TELEPHONE / GUY POLE N NORTH NO NUMBER NTS NOT TO SCALE{ LUMINAIRE OC ON CENTER OD OUTSIDE DIAMETER PI POINT OF INTERSEC11ON YARD LIGHT PP POWER POLE PVI POINT OF VERTICAL INTERSEC11ON PE PLAIN END ® JUNCTION BOX PERF PERFORATED PVC POLYVINYL CHLORIDE pd GATE VALVE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT BUTTERFLY VALVE PC POINT OF CURVATURE PT POINT OF TANGENCY WATER METER QTY QUANTITY RET RR RETAINING RAILROAD FIRE HYDRANT R RADIUS RED REDUCER A REDUCER REINF REINFORCE REQD REQUIRED 4 THRUST BLOCK R/W RIGHT -OF -WAY SL SLOPE S SOUTH ] CAP /PLUG SCH SCHEDULE SF SQUARE FEET SHT SHEET q BLOW -OFF SPECS SPECIFICATIONS SQ STA SQUARE STATION STRAW BALE STD STANDARD TC TOP OF CURB TEL TELEPHONE THIRD THREADED THRU THROUGH TYP TYPICAL VC VITRIFIED CLAY VERT VERTICAL W WEST W/ WITH W/0 WITHOUT Swp s�- s �8k W IJ DOLL 178 FR INDEX SHEET NO. DE3CR ED N COVER VICINITY & LOCATION MAPS 1 ABBREVIATIONS, SYMBOL LEGEND AND INDEX 2 SURVEY CONTROL DATA & ALIGNMENT TABLE 3 PLAN AND PROFILE - STATION 0 +00 TO 4 +00 4 PLAN AND PROFILE - STATION 4 +00 TO 8 +00 5 PLAN AND PROFILE - STATION 8 +00 TO 12 +00 6 PLAN AND PROFILE - STATION 12 +00 TO 16 +00 7 PLAN AND PROFILE - STATION 16 +00 TO 20+00 8 PLAN AND PROFILE - STATION 20 +00 TO 24 +00 9 PLAN AND PROFILE - STATION 24 +00 TO 28 +00 10 PLAN AND PROFILE - STATION 28 +00 TO 32 +00 11 PLAN AND PROFILE - STATION 32 +00 TO 36 +00 12 PLAN AND PROFILE - STATION 36 +00 TO 40 +00 13 PLAN AND PROFILE - STATION 40 +00 TO 43 +80 14 INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE 15 PLAN AND PROFILE - STATION 43 +80 TO 48 +00 16 PLAN AND PROFILE - STATION 48 +00 TO 52 +00 17 PLAN AND PROFILE - STATION 52 +00 TO 55 +50 18 PLAN AND PROFILE - STATION 55 +50 TO 59 +60 19 PLAN AND PROFILE - STATION 59 +60 TO 63 +30 20 PLAN AND PROFILE - STATION 63 +30 TO 67 +40 21 PLAN AND PROFILE - STATION 67 +40 TO 71 +60 22 PLAN AND PROFILE - STATION 71 +60 TO 72 +78.95 23 TYPICAL SECTIONS 24 -27 ROAD DETAILS 28 -29 STORM DRAINAGE DETAILS 30 TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS AND NOTES 31 SERVICE CONNECTION DETAILS SANITARY SEWER AND WATER 32 ROAD DETAILS mim u - .r�" vA*02 RECOMMENDED FOR APPROVAL By: _ Date: By: Date: W17,41 By: Date: By: Date: 0 1" 2" �!J- � TWO INCHES AT FULL SCALE. 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