Loading...
HomeMy WebLinkAboutD-289902ABBREVIATIONS AVE AVENUE 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 BI.K BLOCK BO BLOW OFF CTR CENTER CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN CC CONCRETE CI CAST IRON CL CENTER LINE CUR CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE C CONDUIT CONN CONNECTION CONTR CONTRACTOR CONT CONTINUOUS CPLG COUFIMG CY CUBIC YARD CONT CONTINUED CL CLASS CF 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 E EAST EA EACH EL ELEVATION LL ELBOW ELEC ELECTRCAL EXIST EXISTING FIG FIGURE FIN FINISHED FT_ 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 CO OUTSIDE DIAMETER PI POINT OF INTERSECTION PP POWER POLE I'm 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 READ 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 THIRD THREADED THRU THROUGH TYP TYPICAL VERT VERTICAL W WEST W/ WITH W/0 WITHOUT 5'wp -27- J,999 SYMBOL LEGEND EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION ASPHALT PAVEMENT o MAIL BOX (NOTED) GRAVEL SURFACING SIGN CONCRETE SURFACING RIP RAP T��� -ice c1 CONCRETE SIDEWALK EMBANKMENT — RIGHT -OF -WAY LINE NORTHING FASTING ELEV. DESCRIP1701111 — CENTERLINE OF RIGHT -OF -WAY o 106.42 EXIST. KING CO. BRASS CAP IN PAINTED PREMARK IN S.W. CORNER OF INT'X OF S2 -169 AND 152ND AVE. S.E. 0 — — — CENTERLINE OF ROADWAY 90.60 SET PK NAIL IN PAINTED PREMARK IN N.W. CORNER OF OLD BRIDGE OVER CEDAR RIVER, 13C EAST OF INT X OF S 149TH ST. AND 135TH AVE. S.E. PROPERTY LINE PERMANENT EASEMENT LINE INDEX — — — — TEMPORARY EASEMENT LINE SHEET NO. - - - 10 - - - — 10 CONTOUR LINE i Q E BURIED ELECTRICAL VICINITY & LOCATION MAPS ABBREVIATIONS. SYMBOL LEGEND AND INDEX T BURIED TELEPHONE -co W WATER MAIN (SIZE AS NOTED)s F G GAS MAIN 3 PLAN AND PROFILE - STATION 0+00 TO 4+00 By. . �, + 4� . Date. 5 SANITARY SEWER PLAN AND PROFILE - STATION 4+00 TO 7 +80 By. a _ Data D —D— STORM DRAIN (SIZE AS NOTED) By, F --s SANITARY SEWER FORCE MAIN �7 TV BURIED TV CABLE 7 © POWER VAULT 0 TELEPHONE VAULT e:i O TELEPHONE MANHOLE ...� . -- O MANHOLE D 7 CLEANOUT C TYPE 1 CATCH BASIN OR CURB INLET 01657 �o TYPE 2 CATCH BASIN IF NOT, SCALE ACCORDINGLY DWG: POLE WITH GUY WIRE -0 POWER / TELEPHONE / GUY POLE ¢ LUMINAIRE Y1 YARD LIGHT JUNCTION BOX GATE VALVE BUTTERFLY VALVE ® WATER METER {� FIRE HYDRANT 0 REDUCER 4 THRUST BLOCK 7 CAP /PLUG T BLOW —OFF STRAW BALE TREE (CONIFER) TREE (DECIDUOUS) SHRUBS WET LANDS BUILDINGS ROCK WALL ELEVATION POINT MONUMENT BORING AND TEST PIT LOCATIONS SECTION CORNER 1/4 CORNER ANGLE POINT / CONTROL POINT BENCH MARK DITCH CULVERT (SIZE & TYPE AS NOTED) FENCE (TYPE AS NOTED) FENCE (WITH GATE) — — CLEARING LIMIT (CONSTRUCTION FENCE) —x—a- FILTER FENCE nr _ GENERAL CONSTRUCTION NOTES: ACCESS LIMITATIONS ACCESS TO AND WITHIN WO AREA IS LIMITED. NO AREA FOR c N w v a RK TURN AROUND IS AVAILABLE WITHIN THE CONSTRUCTION LIMITS STAGING AREA CONTRACTOR SHALL COORDINATE WITH THE GOLF COURSE FOR °a ACCESS AND STAGING AREA. a CONSTRUCTION LIMIT CONSTRUCTION LIMITS AS SHOWN ON THE PLANS SHALL BE MARKED a BY FILTER FENCE UNLESS DIRECTED OTHERWISE IN THE FIELD. ° ELECTRONIC FILE THE CONTRACTOR WILL BE PROVIDED WITH AN ELECTRONIC COPY OF THE PLANS TO BE USED IN CONSTRUCTION STAKING THE PROJECT. D-289902 SURVEY BENCHMARK TABLE POINT 0 NORTHING FASTING ELEV. DESCRIP1701111 ( HV -13) KC 3961 D o 106.42 EXIST. KING CO. BRASS CAP IN PAINTED PREMARK IN S.W. CORNER OF INT'X OF S2 -169 AND 152ND AVE. S.E. HV -16 174018.15 Ai 90.60 SET PK NAIL IN PAINTED PREMARK IN N.W. CORNER OF OLD BRIDGE OVER CEDAR RIVER, 13C EAST OF INT X OF S 149TH ST. AND 135TH AVE. S.E. Q< INDEX Ig SHEET NO. DESCRIPTION i Q J COVER 1 VICINITY & LOCATION MAPS ABBREVIATIONS. SYMBOL LEGEND AND INDEX -co 2 OVERALL SITE PLAN F RECOLUENDED FOR APPROVAL U 3 PLAN AND PROFILE - STATION 0+00 TO 4+00 By. . �, + 4� . Date. n 4 PLAN AND PROFILE - STATION 4+00 TO 7 +80 By. a _ Data 5 CROSS SECTIONS By, Data 6 MISCELLANEOUS DETAILS Date By. 7 MISCELLANEOUS DETAILS n a e:i Y o GENERAL CONSTRUCTION NOTES: ACCESS LIMITATIONS ACCESS TO AND WITHIN WO AREA IS LIMITED. NO AREA FOR c N w v a RK TURN AROUND IS AVAILABLE WITHIN THE CONSTRUCTION LIMITS STAGING AREA CONTRACTOR SHALL COORDINATE WITH THE GOLF COURSE FOR °a ACCESS AND STAGING AREA. a CONSTRUCTION LIMIT CONSTRUCTION LIMITS AS SHOWN ON THE PLANS SHALL BE MARKED a BY FILTER FENCE UNLESS DIRECTED OTHERWISE IN THE FIELD. ° ELECTRONIC FILE THE CONTRACTOR WILL BE PROVIDED WITH AN ELECTRONIC COPY OF THE PLANS TO BE USED IN CONSTRUCTION STAKING THE PROJECT. D-289902 SURVEY BENCHMARK TABLE POINT 0 NORTHING FASTING ELEV. DESCRIP1701111 ( HV -13) KC 3961 172428.48 1317746.29 106.42 EXIST. KING CO. BRASS CAP IN PAINTED PREMARK IN S.W. CORNER OF INT'X OF S2 -169 AND 152ND AVE. S.E. HV -16 174018.15 1312407.86 90.60 SET PK NAIL IN PAINTED PREMARK IN N.W. CORNER OF OLD BRIDGE OVER CEDAR RIVER, 13C EAST OF INT X OF S 149TH ST. AND 135TH AVE. S.E. 0 rn S 0 z N 0 s ti ammo FTq 0 ALL Ul �4 d� W R m m 6 0 — �� Z o Cc °z F W _. �� r= 0 W3 O-2 o JQ im SCANNED SEP 1 3 2002 J 1 tf O IL � c Q cc LL W Q< 0 3v �0 ~ Jcc LU CHECKED FOR COMPLIANCE F RECOLUENDED FOR APPROVAL —0 CL TO CITY STANDARDS By. . �, + 4� . Date. U 9 < Date __ By. a _ Data Date By, Data Date By. Data SHEET: 1 0 1. 2- I OF: 7 TWO INCHES AT FULL SCALE I JOB NO.: 01657 IF NOT, SCALE ACCORDINGLY DWG: - SCANNED SEP 1 3 2002 J 1 tf