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Otak <br /> STANDARD CIVIL ABBREVIATIONS SYMBOL LEGEND LINE AND HATCHING LEGEND GENERAL PROJECT NOTES f,.4 <br /> ABBREVIATION NAME OR PHRASE ABBREVIATION NAME OR PHRASE EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION 1. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL,STATE,OR LOCAL LAWS, <br /> AP ANGLE POINT PAVT PAVEMENT 0 COMMUNICATION RISER RIGHT OF WAY CENTERLINE ORDINANCES,AND REGULATIONS THAT AFFECT WORK UNDER THE CONTRACT. Otak Architects,Inc. <br /> APPROX. APPROXIMATE PC POINT OF CURVATURE C COMMUNICATION MANHOLE - - RIGHT OF WAY MARGIN SEE SPECIFICATIONS FOR ADDITIONAL DETAILS. 808 SW Third Avenue,State 300 <br /> ASSY ASSEMBLY PCC POINT OF COMPOUND CURVE Portland,OR 97204 <br /> ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS PCMS PORTABLE CHANGEABLE MESSAGE SIGN El COMMUNICATION VAULT -- - PROPERTY LINE 2. AN APPROVED SET OF CONSTRUCTION PLANS AND SPECIFICATIONS FOR ALL main 503.287.8825 <br /> P.E. PLAIN END OR POLYETHYLENE • ELECTRICAL METER e - - CHAIN LINK FENCE WORK SHALL BE KEPT ON THE CONSTRUCTION DA AT ALL TIMES.IN ADDITION,A ww.v.otak.com <br /> COPY OF THE CURRENT CITY OF EVERETT STANDARD DETAILS AND <br /> BK. BACK PI POINT OF INTERSECTION ® ELECTRICAL HANDHOLD W W WATER LINE SPECIFICATIONS SHALL ALSO BE AVAILABLE AT THE CONSTRUCTION SITE. <br /> BLDG BUILDING PIV POST INDICATOR VALVE <br /> - BOF BOTTOM OF FOOTING PP POLYPROPYLENE ® POWER MANHOLE SS SEWER LINE(012") 0 <br /> 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING DATA SHOWN IN THESE <br /> BOW BOTTOM OF WALL P PROPERTY OR PLATE p POWER VAULT - - A' o*• o <br /> ❑ _ _ SEWER LINE(>12") DOCUMENTS AND NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS WITH 4, <br /> BRG BEARING PRC POINT OF REVERSE CURVE - i. w <br /> PROPOSED FEATURES PRIOR TO CONSTRUCTION. Jtir' <br /> BVCS BEGIN VERTICAL CURVE ELEVATION PROP. PROPOSED Q POWER TRANSFORMER SD - - STORM DRAIN LINE(<12') A�... !V 4i� _, <br /> BVCE BEGIN VERTICAL CURVE STATION PSI POUND PER SQUARE INCH to GAS VALVE - - - STORM DRAIN LINE(>12") 4. KEEP OFFSITE STREETS CLEAN AT ALL TIMES.FLUSHING STREETS SHALL NOT BE ''' <br /> PT POINT OF TANGENCY OR POINTAt ALLOWED.STREETS SHALL BE SWEPT. 29303 <br /> CB CATCH BASIN PVC POLYVINYL CHLORIDE ® GAS METER P P UNDERGROUND POWER LINE ,.graTS0 <br /> C.G. CENTER OF GRAVITY PVI POINT OF VERTICAL INTERSECTION DM GAS VAULT OHL a OVER HEAD POWER LINE 5. TEMPORARY EROSION CONTROL IS INDICATED ON SHEET C1.01-C1.02. �'/ L' •�22 <br /> C.I.P CAST IN PLACE m SEWER MANHOLE —G G UNDERGROUND GAS LINE ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY <br /> fE CENTERLINE R RADIUS INSPECTOR DEPENDING ON SITE AND WEATHER CONDITIONS OR WHEN WORK IS <br /> CLR. CLEARANCE REF. REFERENCE 0 • CLEANOUT FO UNDERGROUND FIBER OPTIC LINE STOPPED OR COMPLETED IN AN AREA <br /> CMP CORRUGATED METAL PIPE REINF. REINFORCED - STAI.IP <br /> CO CLEAN OUT RGS RIGID GALVANIZED STEEL Ifp CATCH BASIN(TYPE 1) COM UNDERGROUND COMMUNICATION LINE 6. ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES UNLESS <br /> COE CRY OF EVERETT RJ RESTRAINED JOINT ® 6. CATCH BASIN(TYPE 2) - - 581 INTERMEDIATE CONTOUR PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE CITY. <br /> COMM COMMUNICATION RT RIGHT ® STORM DRAIN MANHOLE <br /> CONC. CONCRETE R RIGHT-OF-WAY 100 565 INDEX CONTOUR <br /> /W7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PERMIT CONDITIONS <br /> CONST. CONSTRUCTION ■ JUNCTION BOX REINFORCED CONCETE WALL LISTED ON CITY OF EVERETT PUBLIC WORKS PERMIT PW2107-006 AND <br /> CONT. CONTINUE OR CONTINUOUS S SOUTH a, PEDESTRIAN POLE <br /> ROCK WALL ASSOCIATED BUILDING PERMIT B2107-002. <br /> CPP CORRUGATED PLASTIC PIPE SD STORM DRAIN - <br /> CPEP CORRUGATED POLYETHYLENE PIPE SDMH STORM DRAIN MANHOLE 2==— TRAFFIC POLE - - SAWCUT LINE <br /> CSBC CRUSHED SURFACING BASE COURSE SE SOUTHEAST a TRAFFIC SIGNAL HEAD WATTLE <br /> CSTC CRUSHED SURFACING TOP COURSE SHT SHEET <br /> CTRL CONTROL SPA. SPACE OR SPACING ® TRAFFIC SIGNAL CABINET X TEMPORARY CHAIN LINK FENCE <br /> SPEC. SPECIFICATIONS CONSULTANT <br /> DI DUCTILE IRON SS SANITARY SEWER * LIGHT POLE ORNAMENTAL // // //// ////// // // // //// UTILITY REMOVAL <br /> DIAM. DIAMETER SSMH SANITARY SEWER MANHOLE - LUMINAIRE HEAD <br /> DWG DRAWING STA. STATION 0 - TREE PROTECTION Cl) <br /> STREET LIGHT OR UTILITY POLE W/LIGHT PAVEMENT/CONCRETE REMOVAL <br /> DWY EAST DRIVEWAY STD STANDARD D ECEOVETh., <br /> Z <br /> STIRR. STIRRUPS o i UTILITY POLE <br /> E EAST SW SOUTHWEST C GUY ANCHOR <br /> EA EACH SYMM. SYMMETRICAL CEMENT CONCRETE PAVEMENT(PARKING) W <br /> ELEV.OR EL ELEVATION B3 WATER METER <br /> EMBED. EMBEDMENT TEL TELEPHONE M WATER VALVE <br /> ESMT EASEMENT TEMP. TEMPORARY HMA PAVEMENT RESTORATION(FULL DEPTH) <br /> EVCE END VERTICAL CURVE ELEVATION TESC TEMP.EROSION 8 SEDIMENT CONTROL d'. WATER MANHOLE .................... W <br /> APR <br /> EVCS END VERTICAL CURVE STATION TOC TOP OF CURB WATER VAULT -- 9 2022 J <br /> EXIST. EXISTING TOW TOP OF WALL <br /> EXP. EXPANSION TYP. TYPICAL A FIRE HYDRANT HMA PAVEMENT OVERLAY <br /> O <br /> NCTi FD FOUND VERT. VERTICAL FIRE DEPARTMENT CONNECTION/STANDPIPE CEMENT CONCRETE SIDEWALK CITY OF EVERETT ce <br /> FDC FIRE DEPARTMENT CONNECTION o- WATER BLOWOFF VALVE 4,,,, <br /> FG FINISH GRADE W WEST Permit Services a <br /> HOSE BIB <br /> FIG. FIGURE W/ WITH C <br /> FL FLOW LINE(ELEVATION)OR FLANGE WS WATER SURFACE -6- POST INDICATOR VALVE PLANTING AREA G <br /> FOC FACE OF CURB WSDOT WASHINGTON STATE DEPARTMENT OF m IRRIGATION CONTROL BOX ^ <br /> FT FOOT OR FEET TRANSPORTATION --- V 0 <br /> FTG. FOOTING • • BOLLARD - CLEARING AND GRUBBING ' <br /> GALV. GALVANIZED MAIL BOX Z <br /> GB GRADE BREAK -0- 5- SIGN CIQ <br /> G.E.OR GR EL GRATE ELEVATION <br /> BOREHOLE <br /> GIR. GIRDER + J <br /> GRVL GRAVEL MONITORING WELL <br /> HDPE HIGH DENSITY POLYETHYLENE al SURVEY CONTROL POINT =� m <br /> HMA HOT MIX ASPHALT ® SURVEY MONUMENT W Q <br /> HORZ. HORIZONTAL <br /> PROPERTY ADDRESS OR PARCEL NUMBER Z HP HIGH PRESSURE OR HIGH POINT <br /> SHRUB <br /> ID INSIDE DIAMETER DB DIAMETER OF TREE AT BASE Q <br /> IE INVERT ELEVATION <br /> JT. JOINT . CONIFEROUS TREE 0 <br /> ` �� � a z <br /> LBS. POUNDS LLI <br /> LF LINEAR FEET DECIDUOUS TREE <br /> LT LEFT <br /> 0 LVC LE GLLJ TH OF VERTICAL CURVE J <br /> X TREE REMOVAL LLJ <br /> tD MAX. MAXIMUM /1 <br /> w p <br /> Cr) <br /> MH MANHOLE Illi STORM DRAIN INLET PROTECTION U O,„ w <br /> Z MHW MEAN HIGH WATER / T p <br /> MHHW MEAN HIGH HIGH WATER 1.)/ Vi Zcv <br /> CO 0 <br /> ur MIC MONUMENT IN CASE fa PIPE INLET/OUTLET PROTECTION I J <br /> 000 z <br /> MIN. MINIMUM t, ` J >Ill 1- <br /> 0 MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES \ 1V1\vl <br /> U N NORTH U <br /> o O <br /> NE NORTHEAST �y�N Q H W <br /> E NO. NUMBER I.,f =W <br /> i NW NORTHWEST W CD0 <br /> o� <br /> D.C. ON CENTER <br /> M <br /> E O.D. OUTSIDE DIAMETER LLJ <br /> ITITLE <br /> 0 <br /> U A DATE DESCRIPTION <br /> 6232021 PERMIT <br /> 0 1212022 BID ISSUE <br /> 'C <br /> 0 <br /> 5 <br /> 0 <br /> U <br /> 'a <br /> N <br /> 1 <br /> O <br /> SEE APPLICABLE DISCIPLINE FOR REVISIONS <br /> .o MS,BS,AL,EH MDC <br /> ADDITIONAL LEGEND DRAWN BY CHECK BY <br /> 9-7 <br /> BID ISSUE <br /> STATUS <br /> ai <br /> m 1212022 <br /> E DATE <br /> coo <br /> 8411 PROJECT NUMBER <br /> N Ilaik <br /> p <br /> 0.01 <br /> KnowwhaIS below. ®20210TAK,INC, <br /> G Call before you dig. If this drawing is not 24 x36.,It has been <br /> a reduced/enlarged.Scale accordingly. <br />