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HomeMy WebLinkAboutSWP2702884.15SYMBOL LEGEND ABBREVIATIONS AVENUE AVE AC ASBESTOS CEMENT PIPE ADJ ADJUST ALT ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY BF BLIND FLANGE BLDG BUILDING BLK BLOCK BO BLOW OFF CTR CENTER CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CC CONCRETE Cl CAST IRON CL CENTER LINE CLR CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE C CONDUIT CONN CONNECTION CONTR CONTRACTOR CONT CONTINUOUS CPLG COUPLING CY CUBIC YARD CONT CONTINUED CL CLASS CIF CUBIC FEET CFS CUBIC FEET PER SECOND DC DEGREE OF CURVATURE DI DUCTILE IRON DIA DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION DWGS DRAWING(S) D DRAIN EOA EDGE OF ASPHALT E EAST EA EACH EL ELEVATION EL ELBOW ELEC ELECTRICAL EXIST EXISTING FIG FIGURE FIN FINISHED FL FLANGE FT FEET F FORCE MAIN GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GV GATE VALVE ID INSIDE DIAMETER IE INVERT ELEVATION INV INVERT IN INCH L LENGTH LB POUND LF LINEAR FEET MAX MAXIMUM MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MISC MISCELLANEOUS N NORTH NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PI POINT OF INTERSECTION PP POWER POLE PVI POINT OF VERTICAL INTERSECTION PE PLAIN END PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT PC POINT OF CURVATURE PT POINT OF TANGENCY QTY QUANTITY RET RETAINING RR RAILROAD R RADIUS RED REDUCER REINF REINFORCE REQD REQUIRED R/W RIGHT-OF-WAY SL SLOPE S SOUTH SCH SCHEDULE SF SQUARE FEET SHT SHEET SPECS SPECIFICATIONS SQ SQUARE STA STATION STD STANDARD TC TOP OF CURB TEL TELEPHONE THRD THREADED THRU THROUGH TYP TYPICAL VC VITRIFIED CLAY VERT VERTICAL W WEST W/ WITH W/0 WITHOUT rw s z 8 e. 10 E T W G S IN D F — TV I ID I 0 0 0 0 0 I PROPOSED D p ASPHALT PAVEMENT GRAVEL SURFACING CONCRETE SURFACING CONCRETE SIDEWALK RIGHT-OF-WAY LINE CENTERLINE OF RIGHT-OF-WAY CENTERLINE OF ROADWAY PROPERTY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE CONTOUR LINE BURIED ELECTRICAL BURIED TELEPHONE WATER MAIN (SIZE AS NOTED) GAS MAIN SANITARY SEWER STORM DRAIN (SIZE AS NOTED) SANITARY SEWER FORCE MAIN BURIED TV CABLE POWER VAULT TELEPHONE VAULT TELEPHONE MANHOLE MANHOLE CLEANOUT ■ TYPE 1 CATCH BASIN OR CURB INLET OTYPE 2 CATCH BASIN POLE WITH GUY WIRE POWER / TELEPHONE / GUY POLE LUMINAIRE YARD LIGHT JUNCTION BOX GATE VALVE BUTTERFLY VALVE WATER METER FIRE HYDRANT REDUCER THRUST BLOCK CAP/PLUG BLOW -OFF STRAW BALE a MAIL BOX (NOTED) INDEX -�- SIGN I NO,, QES ip-n0N RIP RAP COVER VICINITY & LOCATION MAPS EMBANKMENT ABBREVIATIONS, SYMBOL LEGEND AND INDEX 2 SURVEY CONTROL DATA & ALIGNMENT TABLE 3 PLAN AND PROFILE — STATION 0+00 TO 4+00 TREE (CONIFER) 4 PLAN AND PROFILE — STATION 4+00 TO 8+00 5 PLAN AND PROFILE — STATION 8+00 TO 12+00 TREE (DECIDUOUS) 15 PLAN AND PROFILE — STATION 12+00 TO 16+00 SHRUBS 7 PLAN AND PROFILE — STATION 16+00 TO 20+00 8 PLAN AND PROFILE — STATION 20+00 TO 24+00 WET LANDS 9 PLAN AND PROFILE — STATION 24+00 TO 28+00 10 PLAN AND PROFILE — STATION 28+00 TO 32+00 BUILDINGS 11 PLAN AND PROFILE — STATION 32+00 TO 36+00 12 PLAN AND PROFILE — STATION 36+00 TO 40+00 ROCK WALL 13 PLAN AND PROFILE — STATION 40+00 TO 43+80 ELEVATION POINT 14 INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE 15 PLAN AND PROFILE — STATION 43+80 TO 48+00 MONUMENT 16 PLAN AND PROFILE — STATION 48+00 TO 52+00 ® BORING AND TEST 17 PLAN AND PROFILE — STATION 52+00 TO 55+50 PIT LOCATIONS 18 PLAN AND PROFILE — STATION 55+50 TO 59+60 SECTION CORNER 19 PLAN AND PROFILE — STATION 59+60 TO 63+30 20 PLAN AND PROFILE — STATION 63+30 TO 67+40 1/4 CORNER 21 PLAN AND PROFILE — STATION 67+40 TO 71+60 22 PLAN AND PROFILE — STATION 71 +60 TO 72+78.95 p ANGLE POINT / CONTROL POINT 23 TYPICAL SECTIONS BENCH MARK 24-27 ROAD DETAILS f)mm,2841 22 ��- DITCH 28-29 STORM DRAINAGE DETAILS }—D CULVERT (SIZE & 30 TEMPORARY EROSION AND SEDIMENT TYPE AS NOTED) CONTROL DETAILS AND NOTES >x—x x— FENCE (TYPE AS NOTED) 31 SERVICE CONNECTION DETAILS SANITARY SEWER AND WATER 32 ROAD DETAILS x� �x— FENCE (WITH GATE) \�/\� j� EXISTING GROUND 0 rn N 00 } Z moo N 0 \ _ z L0 (D Z M N cn0 z w O Qua — J Q r UJ It Q M QU) 2i0-w J �0 cn=Y >_w WU Z :D W > Q Q Z 0� w J ­) } a>Q Q _ m J > W J � (n ZQW _ =z �v0 tnw 0 2 0� Q Q AS -BUILT RECOMMENDED FOR APPROVAL By: Garry Schmek Date: 8/30/01 By: Ronald J Straka Date: 8/30/01 By: Date: By: Date: 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 0 a�00 o� O N 00 LLJ � N W cn o z =v � W oz o CD:� Z ZZ W F— � O J Q u z XQ 0 w � 0 w O —� Q !' w o Y 0 LFJ-J m 0= 0 Z 0 w z Y O t,J J O Q Q w Q U o' _ o o v Q 0 Q w Q 0 z O U) w 0 z �V r- e738- e W Z z o U z Z_ Q w J Z as uj Zui 00 0 x u Z a - m Li O < P z < 0 O 0 z Y Z SHEET: 1 OF: 32 JOB NO.: 00716 DWG: G-1 e�edrt��i�N: e� firK 4 Z