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Otak <br /> STANDARD CIVIL ABBREVIATIONS SYMBOL LEGEND LINE AND HATCHING LEGEND GENERAL PROJECT NOTES -A <br /> ABBREVIATION NAME OR PHRASE ABBREVIATION NAME OR PHRASE EXISTING PROPOSED DESCRIPI ION EXISTING PROPOSED DESCRIPTION 1. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL,STATE,OR LOCAL LAWS, <br /> COMMUNICATION RISER RIGHT OF WAY CENTERLINE ORDINANCES,AND REGULATIONS THAT AFFECT WORK UNDER THE CONTRACT. Otak Architects,Inc. <br /> AP ANGLE POINT PAVT PAVEMENT - -- - - - SEE SPECIFICATIONS FOR ADDITIONAL DETAILS. 808 SW Third Avenue,Suite 300 <br /> APPROX. APPROXIMATE PC POINT OF CURVATURE ® COMMUNICATION MANHOLE - - RIGHT OF WAY MARGIN Portland,OR 97204 <br /> ASSY ASSEMBLY PCC POINT OF COMPOUND CURVE © COMMUNICATION VAULT -- PROPERTY LINE 2. AN APPROVED SET OF CONSTRUCTION PLANS AND SPECIFICATIONS FOR ALL main 503.287.6825 <br /> ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS PCMS PORTABLE CHANGEABLE MESSAGE SIGN - - - ----------- - - -- WORK SHALL BE KEPT ON THE CONSTRUCTION SITE AT ALL TIMES.IN ADDITION,A www.otak.Com <br /> P.E. PLAIN END OR POLYETHYLENE • ELECTRICAL METER 0 o e o CHAIN LINK FENCE COPY OF THE CURRENT CITY OF EVERETT STANDARD DETAILS AND <br /> BK. BACK PI POINT OF INTERSECTION ® ELECTRICAL HANDHOLD W A— WATER LINE SPECIFICATIONS SHALL ALSO BE AVAILABLE AT THE CONSTRUCTION SITE. <br /> BLDG BUILDING PIV POST INDICATOR VALVE --- - - - - - - -BOF BOTTOM OF FOOTING PP POLYPROPYLENE ® POWER MANHOLE SS SEWER LINE(<12") 0 <br /> _ _ 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING DATA SHOWN IN THESE 4 p <br /> BOW BOTTOM OF WALL P PROPERTY OR PLATE © POWER VAULT = - SEWER LINE(>12') DOCUMENTS AND NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS WITH "t'°jY BRG BEARING PRC POINT OF REVERSE CURVE --- --- - - ---- -- - PROPOSED FEATURES PRIOR TO CONSTRUCTION. �, .BVCS BEGIN VERTICAL CURVE ELEVATION PROP. PROPOSED ❑ POWER TRANSFORMER SD - - - STORM DRAIN LINE(viz) 71 .BVCE BEGIN VERTICAL CURVE STATION PSI POUND PER SQUARE INCH • GAS VALVE = T - - STORM DRAIN LINE(>12') 4. KEEP OFFSITE STREETS CLEAN AT ALL TIMES.FLUSHING STREETS SHALL NOT BE <br /> PT POINT OF TANGENCY OR POINT -- -- _ - - ALLOWED.STREETS SHALL BE SWEPT. 25303ifi: <br /> CB CATCH BASIN PVC POLYVINYL CHLORIDE ® GAS METER P P UNDERGROUND POWER LINE �ON�L22 <br /> C.G. CENTER OF GRAVITY PVI POINT OF VERTICAL INTERSECTION ® GAS VAULT OHL OVER HEAD POWER LINE 5. TEMPORARY EROSION CONTROL IS INDICATED ON SHEET C1.01-C1.02. <br /> C.I.P CAST IN PLACE SEWER MANHOLE G G UNDERGROUND GAS LINE ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY <br /> Cp CENTERLINE R RADIUS INSPECTOR DEPENDING ON SITE AND WEATHER CONDITIONS OR WHEN WORK IS <br /> CLR. CLEARANCE REF. REFERENCE o • CLEANOUT FO UNDERGROUND FIBER OPTIC LINE STOPPED OR COMPLETED IN AN AREA STAMP <br /> CMP CORRUGATED METAL PIPE REINF. REINFORCED -- -------_---- -- ---- - - <br /> ® U CATCH BASIN(TYPE 1) COM UNDERGROUND COMMUNICATION LINE <br /> CO CLEAN OUT RGS RIGID GALVANIZED STEEL 6. ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES UNLESS <br /> COE CITY OF EVERETT RJ RESTRAINED JOINT ® 0 CATCH BASIN(TYPE 2) - ;F INTERMEDIATE CONTOUR PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE CITY. <br /> COMM COMMUNICATION RT RIGHT - -_--- _ - -_-- _ -- -- - - <br /> ® STORM DRAIN MANHOLE - — — 100 — 565 INDEX CONTOUR <br /> CONC. CONCRETE RAN RIGHT-OF-WAY 7. 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 -- _ - ASSOCIATED BUILDING PERMIT B2107-002. <br /> CPP CORRUGATED PLASTIC PIPE SD STORM DRAIN a' PEDESTRIAN POLE CCCYSCLCX3 ROCK WALL <br /> CPEP CORRUGATED POLYETHYLENE PIPE SDMH STORM DRAIN MANHOLE CE__- TRAFFIC POLE - - SAWCUT LINE <br /> CSBC CRUSHED SURFACING BASE COURSE SE SOUTHEAST +> 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 - -- _-- --- - <br /> DI DUCTILE IRON SS SANITARY SEWER 4i LIGHT POLE ORNAMENTAL - I/ ////-////////// // // // // UTILITY REMOVAL CONSULTANT <br /> DIAM. DIAMETER SSMH SANITARY SEWER MANHOLE - • LUMINAIRE HEAD 0 - TREE PROTECTION Cr) <br /> DWG DRAWING STA STIRRUP .-j m - [IIECEENE <br /> �tDWY DRIVEWAY STD STANDARD N7-. STREET LIGHT OR UTILITY POLE WI LIGHTPAVEMENT/CONCRETE REMOVAL STIRR. STIRRUPS o- + UTILITY POLE <br /> E EAST SW SOUTHWEST r -_____ .-_......_ _......... ..._- <br /> C GUY ANCHOR r3- <br /> FA EACH SYMM. SYMMETRICAL - - -- CEMENT CONCRETE PAVEMENT(PARKING) WELEV.OR EL. ELEVATION ® WATER METER EMBED. EMBEDMENT TEL TELEPHONE 04 i= B 2 Z022 WESMT EASEMENT TEMP. TEMPORARY WATER VALVE - HMA PAVEMENT RESTORATION(FULL DEPTH)EVCE END VERTICAL CURVE ELEVATION TESC TEMP.EROSION 8 SEDIMENT CONTROL �5'� WATER MANHOLE .EVCS END VERTICAL CURVE STATION TOC TOP OF CURB ® WATER VAULTEXIST. EXISTING TOW TOP Of WALL ---- HMA PAVEMENT OVERLAY <br /> EXP. EXPANSION TYP. TYPICAL t. _ FIRE HYDRANT CITY OF EVERETT E R E TT o <br /> FD FOUND VERT. VERTICAL _ FIRE DEPARTMENT CONNECTIONISTANDPIPE <br /> FDC FIRE DEPARTMENT CONNECTION o- WATER BLOWOFF VALVE na0 CEMENT CONCRETE SIDEWALK Permit Services <br /> FG FINISH GRADE W WEST C <br /> FIG. FIGURE W! WITH _. a_- -_. HOSE BIB -__-______-__ PLANTING AREA <br /> FL FLOW LINE(ELEVATION)OR FLANGE WS WATER SURFACE -6 POST INDICATOR VALVE :::::::::::::::::.*:.+: <br /> FOC FACE OF CURB WSDOT WASHINGTON STATE DEPARTMENT OF co IRRIGATION CONTROL BOX --- 111 Z <br /> FT FOOT OR FEET TRANSPORTATION - • BOLLARD "��� CLEARING AND GRUBBING V O <br /> FTG. FOOTING _ ------ <br /> o MAIL BOX Q Q <br /> GB GRADE BREAK -0-GBLV. GALVANIZED • SIGN <br /> G.E.OR GR EL GRATE ELEVATION ¢ BORE HOLE J <br /> GRVL GRAVEL + _. - - _ <br /> MONITORING WELL <br /> M EC <br /> 4 CO <br /> HDPE HIGH DENSITY POLYETHYLENE SURVEY CONTROL POINT <br /> HMA HOT MIX ASPHALT ED SURVEY MONUMENT Q <br /> HORZ. HORIZONTAL (jxocx() PROPERTY ADDRESS OR PARCEL NUMBER Z CI <br /> HP HIGH PRESSURE OR HIGH POINT -- Z <br /> 1.1 SHRUB - _ Q <br /> ID INSIDE DIAMETER DB DIAMETER OF TREE AT BASE <br /> IE INVERT ELEVATIONCI <br /> M�/ - <br /> JT. JOINT 1,:� CONIFEROUS TREE Z <br /> LLI <br /> LBS. POUNDS <br /> LF LINEAR FEET DECIDUOUS TREE Y LT LEFT W w W <br /> O LVC LENGTH OF VERTICAL CURVE X TREE REMOVAL W a _ <br /> w MAX MAXIM E I:e O CO W <br /> O MHW MEAN HIGH WATER • STORM DRAIN INLET PROTECTION ) Q.N O <br /> G MHHW MEAN HIGH HIGH WATER �pq, _. _... - V Z CO <br /> w MIC MONUMENT IN CASE I SS? PIPE INLET/OUTLET PROTECTION Z <br /> H MIN. MINIMUM `"E{jGY <br /> z MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES <br /> W� I- <br /> E N NORTH ��// W <br /> I.,L. t.0 <br /> NE NORTHEAST <br /> E NO. NUMBER i Cr O <br /> i NW NORTHWEST W oO W <br /> 5 <br /> ° O.C. ON CENTER ` N-LLI <br /> .. O.D. OUTSIDE DIAMETER <br /> 3 <br /> TITLE <br /> it DATE DESCRIPTION <br /> U <br /> 6/23/2021 PERMIT <br /> A 1/21/2022 BID ISSUE <br /> 0 <br /> Q <br /> U <br /> s 0 Permit#: PW2107-006 <br /> 0 <br /> Site Address: 7100 HARDESON RD <br /> N <br /> Owner: SNOHOMISH COUNTY PTBA <br /> Tenant: COMMUNITY TRANSIT REVISIONS <br /> SEE APPLICABLE DISCIPLINE FOR App.Date: 7/1/2021 MS,BS,AL,EH MDC <br /> •a` <br /> ADDITIONAL LEGEND Proposed Use: COMMERCIAL DRAWN BY CHECK BY <br /> Description: SITE WORK-PARKING AREAS/PATIO/ S ABID <br /> TUSE <br /> PAVING 1/2112022 <br /> DATE <br /> E � 32880J <br /> n �� Reviewed By: Date: PROJECT NUMBER <br /> N <br /> Office Set Job Site Set Fire/Plannin <br /> g ng Set CO O 1 <br /> Know what's below. E2021 OTAK.INC. <br /> o Call before you dig. reduced/enlarged Scale accordingly <br /> If this drawing is not 24's 36'.k has been <br /> re <br />