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GENERAL STORMWATER NOTES: GENERAL SPECIFICATIONS REINFORCED CONCRETE BUILDING CODE SUMMARY
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED,OR PUT INTO USE UNTIL IT HAS 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE IBC(2015 EDITION)WITH WASHINGTON STATE 1. ALL CONCRETE AND REINFORCING SFEEL SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD STORAGE STRUCTURE(CADMAN 71
<br /> BEEN INSPECTED,TESTED,AND ACCEPTED BY THE CITY OF EVERETT. AMENDMENTS AND THE CURRENT VERSION OF THE EVERETT MUNICIPAL CODE,AND THESE CONTRACT ACI-318-11.
<br /> DRAWINGS AND SPECIFICATIONS.IN THE EVENT OF CONFLICT,THE ENGINEER SHALL BE NOTIFIED.THE DIMENSIONS:120'x 215'x 34'-10"MAX.RIDGE HEIGHT
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION MORE STRINGENT WILL GENERALLY APPLY. 2. READY-MIXED CONCRETE SHALL BE MIXED AND DELIVERED TO THE JOB SITE IN ACCORDANCE WITH THE AREA =25,800 SQ.FF.
<br /> STANDARDS AND SPECIFICATIONS,THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND REQUIREMENTS SET FORTH IN"SPECIFICATIONS FOR READY-MIXED CONCRETE"(ASTM C94). OCCUPANCY CATEGORY =S-2
<br /> MUNICIPAL CONSTRUCTION,AND THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR 2. REFERENCE CITY OF EVERETT'S DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR WATER OCCUPANT LOAD =52 OCCUPANTS(IBC 2015 TABLE 1004.1.2)
<br /> WESTERN WASHINGTON(CURRENT EDITIONS).WHERE THE CITY OF EVERETr STANDARDS AND SPECIFICATIONS AND STORMWATER. 3. ALL CONCRETE SHALL BE CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE (ITS) BUILDING NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM
<br /> SHALL TAKE PRECEDENCE. THOROUGHLY WORKED AROUND REINFORCEMENT,EMBEDDED FIXTURES AND INTO CORNERS OF FORMS. CONSTRUCTION TYPE =TYPE LIB CONSTRUCTION
<br /> 3. DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES ARE GIVEN FOR REFERENCE ONLY AND THE FIRE RESISTANCE RATING FOR BUILDING ELEMENTS:
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE CONTRACTOR SHALL FIELD VERIFY AS REQUIRED. 33 4. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. PRIMARY STRUCTURAL FRAME =0 HOURS
<br /> SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS ROOF CONSTRUCTION =0 HOURS
<br /> AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.IF CONFLICTS WITH EXISTING UTILITIES ARISE 4. THE CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS FOR THE INSTALLATION OF PURCHASED 5. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 UNCOATED DEFORMED BAR. BASIC ALLOWABLE AREA(AO) =26,000 SQ.FT.(IBC TABLE 506.2)
<br /> CURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY MATERIALS AND EQUIPMENT.
<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE CITY OF EVERETT PRIOR TO COMMENCEMENT OR 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185/185M-07.
<br /> RELATED CONSTRUCTION ON THE PROJECT. 5. SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL INFORMATION. PREA/A°=0.99(<1'0)
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY 7. MAXIMUM SLUMP SHALL BE 4 INCHES. ALLOWABLE HEIGHT =55'(IBC TABLE 504.3)
<br /> FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. DESIGN DATA 8. PLACEMENT OF STEEL SHALL BE AS SHOWN ON THE DETAILS AND WITHIN A TOLERANCE OF 3 3/8"FOR NOTE:NO HAZARDOUS OR COMBUSTIBLE MATERIAL PERMITTED TO BE STORED IN BUILDING.
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS TO RIVER" DEAD LOAD DEPTH OR SPACING AND-3/8"FOR COVER.
<br /> 9. ALL EXPOSED CONCRETE CORNERS SHALL HAVE A 3/4°CHAMFER UNLESS NOTED OTHERWISE
<br /> FACILITY STRUCTURE(CADMAN 2)
<br /> 6. ALL PUBLIC STORM SEWER AND DRAINAGE SYSTEM CONSTRUCTION SUBJECT TO INSPECTION AND ACTUAL WEIGHT OF MATERIALS OF CONSTRUCTION AND PERMANENT EQUIPMENT
<br /> APPROVAL BY THE CITY OF DEPARTMENT OF PUBLIC WORKS, THE CONTRACTOR SHALL NOTIFY COLLATERAL GRAVITY 5 PSF TO- ALL FORMS SHALL BE CLEAN,WITH NO WATER OR LOOSE MATERIAL PRESENT. DIMENSIONS:120'x 201'x 45'MAX.RIDGE HEIGHT
<br /> THE CITY AT LEAST 48 HOURSRS PRIOR
<br /> TO THE START OF ANY CONSTRUCTION. THE CITY MAY REQUIRE COLLATERAL UPLIFT 3 PSF AREA =24,120 SQ.Ff.(9,000 DESIGNATED S-2;15,120 DESIGNATED F-2)
<br /> THAT A PRE-CONSTRUCTION CONFERENCE BE HELD. 11. ALL CONCRETE ENBEDMENTS SHALL BE CLEAN,RUST FREE AND OIL FREE. OCCUPANCY CATEGORY =F-2 OR S-2(MIXED-USE)
<br /> 7. II SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND/OR CONTRACTOR TO PROCURE AND COMPLY LIVE LOAD OCCUPANT LOAD =242 OCCUPANTS(IBC TABLE 1 )
<br /> 12. CONCRETE COVER FOR REINFORCING STEEL AND OTHER EMBEDDED STEEL SHALL SHOWN ON (ITS) BUILDING NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM
<br /> WITH THE PROVISIONS OF ALL APPLICABLE PERMITS,EASEMENTS,LICENSES AND CERTIFICATES IN RISK CATEGORY OF BUILDING II DRAWING. IF NOT SHOWN,USE CONCRETE COVER AS SPECIFIED IN ACI 318,AS NOTED
<br /> D BELOW: CONSTRUCTION TYPE =TYPE LIB CONSTRUCTION
<br /> CONJUNCTION WITH THE CONSTRUCTION OF STORM SEWERS AND DRAINAGE SYSTEMS. COMPLIANCE SHALL ROOF 20 PSF CONCRETE CAST AGAINST EARTH 3 INCHES FIRE RESISTANCE RATING FOR BUILDING ELEMENTS:
<br /> BE AT All LEVELS: FEDERAL,STATE AND CITY,RELATING TO THE PERFORMANCE OF THIS WORK. THE LIVE LOAD REDUCTION REDUCIBLE CONCRETE EXPOSED TO EARTH OR WEATHERPRIMARY STRUCTURAL FRAME =0 HOURS
<br /> CONTRACTOR SHALL OBTAIN A STREET CUT PERMIT FOR WORK WITHIN THE PUBUC RIGHT-OF-WAY. #5 BAR AND SMALLER 1 1/2 INCHES ROOF CONSTRUCTION =0 HOURS
<br /> SNOW LOAD #6 BAR AND LARGER 2 INCHES BASIC ALLOWABLE AREA(S-2) =26,000 SO.FT.(IBC TABLE 506.2)
<br /> B. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES(BMPR)SHALL BE CONSTRUCTED IN ACCORDANCE CONCRETE NOT EXPOSED TO EARTH OR WEATHER BASIC ALLOWABLE AREA(F-2) =23,000 SQ.Fr.(IBC TABLE 506.2)
<br /> WITH THE EROSION CONTROL PLAN AND EROSION CONTROL DETAILS,PRIOR TO START OF ANY GROUND SNOW LOAD 25 PSF #14 AND#18 BARS 1 1/2 INCHES
<br /> CONSTRUCTION OR LAND DISTURBING ACTIVITY. EXPOSURE COEFFICIENT,Ce 0.9 #11 BAR AND SMALLER 3/4 INCHES S-2 AREA MODIFICATIONS(IBC 506.2.1):
<br /> THERMAL COEFFICIENT, O 1.0 Aa=(At+(NS x If))=ALLOWABLE AREA
<br /> 9. THE CONTRACTOR SHALL OBTAIN ALL OFFSffESHALL
<br /> CONSTRUCTION EASEMENTS PRIOR TO THE START B SNOW IMPORTANCE FACTOR,Is 18. 13. ALL FOOTINGS SHALL BE PLACED ON 2'OF GRANULAR STRUCTURAL FILL PER GEOTECH REPORT.
<br /> CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THAT ALL OFFSITE UTILITIES EASEMENTS HAVE BEEN ROOF SNOW LOAD 18.9 PSF NS=26,000 SQ.Fr.=NOT SPRINKLERED ALLOWABLE AREA
<br /> OBTAINED BY THE OWNER PRIOR TO THE COMMENCEMENT OF ANY OFFSITE CONSTRUCTION. SNOW LOAD REDUCTION NOT USED 14. REINFORCEMENT SPLICE LENGTHS SHALL BE AS NOTED ON DRAWINGS. IF NOT SHOWN,SPUCE LENGTHS At=26,000 SQ.FT.=BASIC ALLOWABLE AREA
<br /> 10. THE CONTRACTOR IS TO VERIFY AND REPORT AND DISCREPANCIES IMMEDIATELY TO THE ENGINEER. ITEMS WIND LOAD FOR UNCOATED REBAR SHALL BE AS NOTED BELOW:
<br /> TO VERIFY INCLUDE,BUT ARE NOT UMRED TO,THE FOLLOWING: BAR CLASS A CLASS B FRONTAGE INCREASE(IBC 506.3)
<br /> -INVERT AND TOP ELEVATIONS OF EXISTING STORM SEWERS BASE WIND SPEED 110 MPH $4 19" 25° If=((F/P)-0.25)x(W/30)=AREA FACTOR INCREASE DUE TO FRONTAGE
<br /> -CENTERLINE AND TOP OF CURB ELEVATIONS WIND EXPOSURE C #5 24" 31" F=642 Fr=BUILDING PERIMETER THAT FRONTS AN OPEN SPACE>20 FT
<br /> #6 29" 37" P=642 Fr=PERIMETER OF ENTIRE BUILDING
<br /> 11. WATER QUALITY DEVICES WILL BE INSTALLED AND FUNCTIONING PRIOR TO COMMENCING WITH INSTALLATION SEISMIC LOAD #7 41" 54" W=30 Fr=AVERAGE PUBLIC WAY OR OPEN SPACE AROUND BUILDING PERIMETER,30 Fr MAX.
<br /> OF PAVEMENT FOR ALL AREAS DRAINING INTO THE WATER QUALITY SYSTEM. VEGETATION IN BIO-FILTRATION #8 47' 61° If=0.75
<br /> SWALE AND POND SYSTEMS SHALL BE ESTABLISHED AND MECHANICAL DEVICES AND FILTER MEDIA SHALL MAPPED SPECTRAL RESPONSE ACCELERATION #9 53" fig"
<br /> BE INSTALLED. SHORT PERIOD,Ss 1.240g #10 59" 77" AO=45,500 SO.FT.
<br /> 1 SECOND PERIOD,S1 0.478g AREA/AO=0.20
<br /> 12. ROOF DOWNSPOUT RUNOFF MUST BE RETANED ON EACH SPECIFIC SITE DOWNSPOUTS SHALL NOT DRAIN SITE CLASS D 15. CONCRETE SHALL NOT BE CAST WHEN THE AMBIENT OUTSIDE TEMPERATURE IS 40 DEGREES FAHRENHEIT
<br /> TO THE STREET OR ANY ADJACENT PROPERTIES UNLESS SPECIFIC APPROVAL HAS BEEN OBTAINED. SPECTRAL RESPONSE COEFFICIENTS OR LESS. CONCRETE SHALL BE PROTECTED FROM FREEZING FOR 24 HOURS AFTER CASTING. COLD F-2 AREA MODIFICATIONS IBC 506.2.1
<br /> 13. THE CONTRACTOR SHALL PROVIDE A TELEVISION REPORT,TAPE AND TABULAR AS-BUILT OF ALL PUBLIC 1 H SECOND ORT RP RIOD SSd1 0.485 0.833 WEATHER,IS SUBMITTED
<br /> OR CONCRETE SHALL BE PERMITTED ENGINEER.
<br /> IF A PROCEDURE,COMPLYING WITH ACE AD=(At+(NS x IO)=(ALLOWABLE AREA
<br /> 306.1-90,IS SUBMITED TO AND APPROVED BY THE ENGINEER.
<br /> STORM MAINS AND LATERALS PRIOR TO PAVING. THIS N INFORMATION SHALL BE SUBMITTED TO THE CITY SEISMIC DESIGN CATEGORY D
<br /> INSPECTOR FOR REVIEW. N INSPECTION SHALL DEMONSTRATE NO MANUFACTURING OR INSTALLATION NS=23,000 SQ.FT.=NOT SPRINKLERED ALLOWABLE AREA
<br /> DEFECTS OR ANY DEBRIS IN THE LINES,FOR APPROVAL AND ACCEPTANCE BY THE CITY. FINAL At=23,000 SO.FT.=BASIC ALLOWABLE AREA
<br /> ACCEPTANCE AND CONSTRUCTION OF STORM SEWERS ARE SUBJECT TO THE REQUIREMENTS OF THE SHOP DRAWINGS If=0.75
<br /> STANDARD SPECIFICATIONS.
<br /> AM=40,250 SQ.FT.
<br /> . CONTRACTOR TO FURNISH SHOP DETAILS OF ALL EQUIPMENT BUILT UNDER THIS CONTRACT.ONE
<br /> ,IS 14. ALL PIPE AND FITTINGS SHALL CONFORM TO THE FOLLOWING: 7 AREA/Aa=0.38
<br /> DUCTILE IRON(DI)PIPE SHALL CONFORM TO ANSI A21.51 OR AWWA C151,WITH PUCH-ON JOINTS, REPRODUCIBLE DRAWING AND 2 PRINTS ALL SHOP DETAILS AND GENERAL ARRANGEMENT DRAWINGS
<br /> GEOTECHNICAL FOUNDATIONS F
<br /> SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. TOTAL AREA DEMAND=0.58(<1.0)
<br /> CLASS 52,UNLESS OTHERWISE NOTED. DUCTILE IRON PIPE WILL ONLY BE ALLOWED WITH EXPLICIT CITY AND GENERAL SITE WORK
<br /> ENGINEERING APPROVAL ALLOWABLE HEIGHT =55'(IBC TABLE 504.3)
<br /> 1. REFER TO GEOTECHNICAL REPORT DATED 8/3/2018 BY GEOENGINEERS,INC. STRUCTURAL STEEL NOTE:NO HAZARDOUS OR COMBUSTIBLE MATERIAL PERMITTED TO BE STORED IN BUILDING.
<br /> 2. LOCATION OF PROPERTY/LEASE LINES,EXISTING STRUCTURES,SITE FEATURES AND UNDERGROUND UTILITIES 1. ALL STEEL DETAILING,FABRICATION,ERECTION AND IDENTIFICATION SHALL CONFORM TO THE LATEST EDITION MEANS OF EGRESS:
<br /> ARE DRAWN FROM THE BEST AVAILABLE DATA.THIS DOES NOT GUARANTEE LOCATIONS OR ELEVATIONS ARE OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)SPECIFICATIONS.ALL WELDING SHALL BE IN
<br /> ACCURATE OR COMPLETE. ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY(AWS)SPECIFICATIONS D1.1. COMMON PATH OF EGRESS TRAVEL =75 Ff.MAXIMUM(IBC TABLE 1006.2.1)
<br /> 3. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTIUTIFS AND FEATURES PRIOR TO COMMENCING 2. STRUCTURAL STEEL PLATE AND SHAPES SHALL CONFORM TO THE FOLLOWING,UNLESS NOTED OTHERWISE: EXIT ACCESS TRAVEL DISTANCE =300 FT.MAXIMUM(IBC TABLE 1017.2)
<br /> WITH CONSTRUCTION. NOTIFY THE ENGINEER IF LOCATIONS ARE OTHER THAN INDICATED ON THE
<br /> DRAWINGS. W SHAPES ASTM A992 Fy=50 KSI
<br /> CHANNELS ASTM A36 Fy=36 KSI SITE FIRE ROW REQUIREMENT
<br /> 4. CONTRACTOR TO PROVIDE FOR DEWATERING DURING CONSTRUCTION,AS REQUIRED. ANGLES ASTM A36 Fy=36 KSI
<br /> PLATES ASTM A36 Fy=36 KSI FIRE FLOW REQUIREMENTS IN ACCORDANCE WITH EVERETT MUNICIPAL CODE 14.61.57Q,REFERENCING"ISO
<br /> 5. CLEAN FREE DRAINING GRAVEL AS NOTED ON DRAWINGS SHALL BE 3/4"COMPACTED NON-FROST HSS TUBES ASTM A500,GR B Fy=46 KSI GUIDE FOR DETERMINATION OF NEEDED FIRE FLOW"
<br /> SUSCEPTIBLE FREE DRAINING CLEANED GRAVEL FILL. PIPE ASTM A53,GR B Fy=35 KSI
<br /> HP ASTM A572,GR B F 50 KSI
<br /> GENERAL UTILITY NOTES: 6. COMPACTED GRAVEL NOTED ON DRAWINGS SHALL BE 3/4°MINUS COMPACTED CRUSHED ROCK. Y FLOW TO FIRE HYDRANT =1,750 GPM
<br /> 3. ALL WELDED CONNECTIONS,UNLESS NOTED OTHERWISE,SHALL BE FULLY WELDED CONNECTIONS FILLET RESIDUAL PRESSURE =20 PSI
<br /> 1. ALL WATER MAN DISTRIBUTION PIPING SHALL BE DUCTILE IRON PIPE,CEMENT LINED,SPECIAL THICKNESS 7, HOT MIX ASPHALT CONCRETE SHALL MEET AASHTO M-320 CLASS A SPECIFICATIONS. WELD SIZE TO BE 1/16"LESS THAN THE THINNEST MATERIAL WITH A MINIMUM OF 3/16".
<br /> CLASS 52.
<br /> 2. WATER MAINS SHALL MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE AND 18 INCHES VERTICAL B. STORAGE AND PROCESS BUILDING FLOORS SHALL BE ASPHALTIC CONCRETE IN ACCORDANCE WITH IBC 4. FABRICATION WELDING INSPECTION SHALL BE IN ACCORDANCE WITH AWS DIA.AWS CERTIFIED WELDING
<br /> SEPARATION ABOVE NON-POTABLE UTILITIES LION.A MINIMUM OF 5 FEET HORIZONTAL AND 72 INCHES 1805.3.1 AND WAD 173-350-320 FOR SEALED SURFACES TO PREVENT GROUNDWATER CONTAMINATION. INSPECTORS SHALL PERFORM ALL INSPECTIONS.ALL WELDS SHALL BE VISUALLY INSPECTED
<br /> VERTICAL IS REQUIRED FOR ALL OTHER UTILITIES. COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE 100%TESTED USING EITHER RADIOGRAPHIC
<br /> 3. THE MINIMUM COVERAGE FOR WATER MAINS SHALL BE 36 INCHES TO THE TOP OF THE PIPE WHILE THE APHIC(Ri)
<br /> MAXIMUM COVERAGE SHALL BE 60 INCHES. OR ULTRASONIC(UT).ACCEPTANCE CRITERIA FOR ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE
<br /> 4. MARKER POSTS SHALL BE INSTALLED FOR ALL VALVES LOCATED IN UNIMPROVED OR UNPAVED AREAS. WITH AWS.
<br /> m 5. REFER TO CITY OF END F STANDARD DRAWING AI SHALL
<br /> FOR THE METERED WATER SERVICE CONNECTION. STANDARD ABBREVIATIONS: 5. WELD ELECTRODES SHALL CONFORM TO E70XX CLASSIFICATION ACCORDING TO AWS D1.1.
<br /> � 6. ALL BENDS,TEES,AND FfRINGS IN THE WATER MAIN SHALL BE RESTRAINED WITH MECHANICAL JOINTS.90'
<br /> BENDS,TEES,AND DEAD ENDS SHALL HAVE CONCRETE THRUST BLOCKS IN ADDITION TO THE MECHANICAL
<br /> JOINT RESTRAINTS. ® AT MISC MISCELLANEOUS 6. STRUCTURAL BOLTED CONNECTIONS SHALL CONFORM TO AISC SPECIFICATIONS FOR STRUCTURAL JOINTS
<br /> 7. STORMWATER PIPELINES SHALL MAINTAIN A MINIMUM OF 3 FOOT HORIZONTAL CLEARANCE AND 6 INCH A.B. ANCHOR BOLT MRF MANUFACTURER USING ASTM A325-N BOLTS,UNLESS OTHERWISE NOTED.BOLTS SHALL BE SNUG-TIGHT.
<br /> VERTICAL CLEARANCE WITH ALL OTHER UTILITY LINES. APPROX APPROXIMATE OC ON CENTER
<br /> 8. THE MINIMUM COVERAGE FOR UNDERGROUND GAS PIPING SHALL BE 12 INCHES TO THE TOP OF THE PIPE. BLDG BUILDING OPP OPPOSITE 7. STEEL PREPARATION,PRIMING AND PAINTING SHALL CONFORM TO THE STEEL STRUCTURES PAINTING
<br /> 9. THE MINIMUM COVERAGE FOR UNDERGROUND ELECTRICAL CONDUIT SHALL BE 24 INCHES TO THE TOP OF CC CENTER TO CENTER R or RAD RADIUS COUNCIL(SSPC)SPECIFICATIONS.
<br /> THE PIPE. CL CENTER UNE REF REFERENCE
<br /> R
<br /> CLR CLEAR SIM SIMILAR 8. FIELD CUTTING OR BURNING WILL NOT BE ALLOWED UNLESS VERIFIED BY THE ENGINEER PRIOR TO
<br /> CONC CONCRETE SP SPACING MODIFICATION.
<br /> GENERAL NOTES-CIVIL Dla DIAMETER SPEC SPECIFICATIONS
<br /> DWG DRAWING SS STAINLESS STEEL 9. THE CONTRACTOR SHALL TAKE REASONABLE CARE IN THE HANDING AND STORAGE DURING CONSTRUCTION
<br /> 4 EL.xxx ELEVATION SYM SYMMETRICAL OPERATIONS TO AVOID ACCUMULATION OF UNNECESSARY MOISTURE,DIRT,OR FOREIGN MATTER.
<br /> 1. CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE,CITY AND OSHA EW EACH WAY T&B TOP&BOTTOM
<br /> CONSTRUCTION Y SAFETY ORDERS. FT FEET T.O.xxx TOP OF 10. TEMPORARY BRACING SHALL BE INSTALLED AS REQUIRED DURING STEEL ERECTION TO ENSURE THE SAFETY
<br /> GALV GALVANIZED TYP TYPICAL OF ALL WORKERS AS WELL AS TO PROVIDE PROPER ALIGNMENT AND STABUTY OF THE FINAL STRUCTURE
<br /> 2. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING ROADWAYS WITH A SMOOTH TRANSITION IN BE INVERT ELEVATION UNO UNLESS NOTED OTHERWISE
<br /> PAVING,GRADING,ETC.AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS IN INCHES W/ WITH
<br /> SLOPES,LOW SPOTS,OR HAZARDOUS CONDITIONS OR AS MAY BE DIRECTED BY THE CITY ENGINEER. MAX MAXIMUM WP WORK POINT
<br /> MIN MINIMUM
<br /> 3. ALL GENERAL CONTRACTORS AND SUBCONTRACTORS MUST HAVE A M OF EVERETT,WA BUSINESS
<br /> LICENSE.
<br /> 4. APPROVAL OF THESE PLANS BY THE CITY ENGINEER SHALL NOT RELIEVE THE DEVELOPER OR HIS A'IT)
<br /> T; ENGINEER FROM THE RESPONSIBILITY FOR THE DESIGN OF THE IMPROVEMENTS AND FOR ANY DEFICIENCIES r"t/)tE lrl
<br /> RESULTING FROM THE DESIGN THEREOF.
<br /> M
<br /> 5. REVISIONS TO THESE PUNS SHALL BE SUBMITTED ON THE ORIGINALS TO THE Cltt ENGINEER FOR
<br /> APPROVAL AND SIGNATURE,THEN THREE COPIES OF APPROVED REVISED PLAN SHALL BE SUBMITTED TO
<br /> _ THE CITY ENGINEER PRIOR TO CONSTRUCTION IN THE FIELD,A COPY OF APPROVED AS-BUILT PLANS
<br /> SHALL BE SUBMITTED TO THE CITY AND THE OWNER UPON FINAL CITY APPROVAL OF THE COMPLETED THIS DRAWING,INCLUDING THE PRINCIPLES
<br /> PROJECT. OF DESIGN IS THE PROPERTY OF SMG INC. 8825 SW CRscatle Ave.
<br /> THE DESIGN SHOWN IN THIS DRAWING 6 suite Boo
<br /> m 6. THE CONTRACTOR IS REQUIRED TO NOTIFY ALL UTILITIES 48 HOURS PRIOR TO COMMENCEMENT OF WORK. SITE SPECIFIC AND SHALL BE USED ONLY " e CADMAN HEIDELBERG CEMENT GROUP
<br /> FOR THE PROJECT SHOWN ON THE TITLE VOLKf Beaverton,Oregon 97008
<br /> THE CONTRACTOR MAY CONTACT THE NORTHWEST UTILITY NOTIFICATION CENTER AT 1-800-424-5555 IN BLOCK.IF THIS DRAWING IS NOT STAMPED �Y w ST EVERE17 DELTA SOIL REMEDIATION FACILITY
<br /> LIEU OF CONTACTING INDIVIDUAL UTIUTIFS. WITH AN ENGINEER'S SEA.THE DRAWING s°W Phone:503.843.8595
<br /> MAY HAVE BEEN REPRODUCED FROM AN Smith Mon roe G ray FaX:503.843.8670 GENERAL NOTES AND SPECIFICATIONS
<br /> - 7. BACKFLOW PREVENTION DEVICES SHALL BE REQUIRED TO BE INSTALLED AND MAINTAINED ON ANY SERVICE UNw1HOPoZED COPY.AUTHORIZED 3 REVISED FOR BUILDING PERMIT RESUBMIITAL JL- 6 27 19 JLF -
<br /> CONTROL DOCUMENT IS ETWER A STAMPED -e E N G I N E E R S, I N C.
<br /> CONNECTION TO THE EVERETT WATER SUPPLY SYSTEM,IN ACCORDANCE WITH CfIY OF EVERETT MUNICIPAL HARD COPY OR DIGITALLY PROTECTED 2 REVISED PER CITY COMMENTS E355 06 14 19 JLF - i'�e sx"3y� Mvw.smgengr.com
<br /> CODE 14.20.030 ORIGINA.THIS DRAWING SHALL NOT BE
<br /> USED IN A MANNER THAT WOULD BE A 1 ISSUED FOR PERMIT JITW 3 19 19 JLF ny�cW°� DRAM BY 0.4TE :HKO NT DATE SCALE Dwc.NO. REV
<br /> DETRIMENT TO SMG.ACCEPTANCE OF IRIS
<br /> DRAWING IS AN AGREEMENT TO THE ABOVE 7 ISSUED FOR CUSTOMER FINAL REVIEW JWV 2 11 79 .LF G 2-}/2 Cl`I J.17.WALLACE 112120118 AS NOTED
<br /> YM. REMSIONS B LUE CHK'D 18-181A-01 3
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