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<br /> GENERAL NOTES TEMPORARY EROSION CONTROL GENERAL NOTES VAULT STRUCTURAL NOTESo\. �
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<br /> 1. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION BEFORE CLEARING '''' t;;;
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<br /> 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1998 WSDOT STANDARD SPECIFICATIONS,THE CITY OF EVERETT TAKES PLACE. AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED,AN AREA WIDE ENOUGH TO INSTALL ---]
<br /> STANDARDS,AND THE KING COUNTY COUNCILS CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. A SILT FENCE AT THE CLEARING LIMITS,BY HAND OR BY MECHANICAL METHODS,MAY BE CLEARED THE TOP OF THE SILT
<br /> 2 THF CONTRACTOR IS RE5PCINSIBLF FOR HAVING THEIR OWN COPY OF THE ABOVE STANDARDS FOR REFERENCE FENCE SHALL BE REFLAGGED AFTER INSTALLATION. IF A SILT FENCE IS NOT REQUIRED,THE AREA SHALL BE DELINEATED 1.0 GENERAL. 3.5 REINFORCING STECI.
<br /> USING AN ORANGE BARRIER. THESE STRUCTURAL NO TES SUPPLEMENT THE SPECIFICATIONS, AN, DETAIL FABC'I ITICW'L GM)�LACC PER A 2,._,, AN.) TY' h,P 5?IT.Q AT 1 •
<br /> 3. APPROVAL OF THIS ROAD,GRADING AND DRAINAGE PLAN DOES NOT CONSTITUE AN APPROVAL OF ANY OTHER CONSTRUCTION 2 ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,OPERATIONAL,AND INSPECTED BY THE PUBLIC DISCREPANCY FOUND AMOUNG THE DRAWINGS,SPECIFICATIONS, THESE NOTES, REINFORCEMENT VT,APPROVED CHAIRS, SPACERS, OR TIES
<br /> (E.G.DOMESTIC WATER CONVEYANCE,SEWER CONVEYANCE,GAS,ELECTRICAL,ETC.) WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS. AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT,WHO C "7
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<br /> SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE A STEEL F?EINFC'RCEMENT SHALL BE NEW,DEFORMED BILLET STEEL. W
<br /> 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIv1TY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE 3, DANGER TREES SHALL BC IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT MEETING ASTM STANDARD AN,5, GRADE 60 FOR ALL BARS,EXCEPT co
<br /> PERMITTING AGENCY'S INSPECTOR, THE'APPLICANT,AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE INSPECTOR. NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE APPROPRIATE PARTIES THE CONTRACTORS RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE AS NOTED. SHOP DRA.wINGS SHALL BE MARKEE OCCORDING_'r AlA) E I
<br /> THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRILATIUII Cn CO0
<br /> 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS 4. WHERE POSSIBLE,NATURAL VEGETATION SHALL BE MAINTAINIED FOR EROSION AND SEDIMENT CONTROL OR FABRICATION THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND GRADE 60 REBARS SHALL.NOT BE BENT IN FIE_D AF'EF PLACINI, Cn
<br /> SHORING DARING CONSTRUCTION. a
<br /> 5. CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY OF EVERETT ORDINANCE, NORMALLY THIS IS 7 A.M. TO TO P.M 5. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED B REINFORCEMENT IN ALL WALLS.SLABS AND FOOTINGS SIIAj. BE 0.
<br /> WEEKDAYS AND 9 A.M. TO 6 P.M ON WEEKENDS AND STATE RECOGNIZED HOLIDAYS COSNTRUCTION CONTRACTORS ARE AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL. 1.1 CODES CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIIJEG,Bo rH 22
<br /> RESPONSIBLE FOR NOTIFYING SUBCONTRACTORS OF THE CITY'S NOISE REGULATIONS
<br /> vERTICLE AND HORIZONTAL ..a -I.
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<br /> 6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED MONTHLY,OR FOLLOWING EACH ALL METHODS,MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
<br /> 7 IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE RUNOFF-PRODUCING STORM, TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES. REQUIREMENTS OF THE CITY OF EvERETT AND: 1997 UNIFORM BUILDING C LAPS: ALL TENSION SPLICES ARE ACCORDING r0 ACI 1,18-95,II.A,SS h3 A ;<
<br /> INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHTS--OF-WAY CODES(UBC),AS AMENDED AND ADOPTED BY THE CITY OF EVERETT AND THE AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS, JNIESS NOTE) ]
<br /> OTHERWISE7. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN SIZE,NOR LOCA TION OF PERMANENT PIPES, STATE OF WASHINGTON; A C.I. 3t8; A.I.S.C. 8TH EDITION, AND A.I.T.0 2nd Az.
<br /> 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE RESTRICTORS,OR DETENTION FACILITIES; BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL FACILITIES. EDITION, I W
<br /> CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEE ALL REQUIREMENTS SET FORTH BY THE CITY OF EVERETT ARE D TRIM REINFORCING AROUND ALL OPENINGS SLAVE DE a MIIIM(1M 1-55Ca
<br /> SUBMITTED TO THE CITY THREE DAYS PRIOR TO CONSTRUCTION. 8. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. 1.2 Qui GN CRITERIA TOP AND BOTTOM,ExTENDINC 2'6"BEYOND OPENING n•EA:,oRNER ,21
<br /> FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK BEING STOPPED. SEC TYPICAL DETAILS '""
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<br /> 9. DATUM IS ASSUMED BY SURVEY PROVIDED BY MEAD GILMAN&ASSOCIATES. 1. LIVE LOADS: H520-40 APPLIED PER AASHTO,"STANDARD
<br /> 9. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN,AVAILABLE,AND REASONABLE MEANS OF SPECIFICATIONS FOR HIGHWAY BRIDGES APPLIED PER SECTION 6.4 E. WELDING: TACK'WELDING OF REBAR IS rdOT PFNMITTEO UrI;.I S"CALLED
<br /> TO, ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 953:DENSITY. CONTROLLING AIR POLLUTION,INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS,WASHING TRUCK DISTRIBUTION OF V�EL LOADS THROUGH E91110_01.1.5. AND APPROVED BY THE ENGINEER 0 I"
<br /> LV''WHEELS BEFORE THEY LEAVE THE SITE,AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION o •FILS. p C3
<br /> 11. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95%DENSITY WSDOT 2-06.3. VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF TRACK-OUT CAN TRIGGER FINES FROM THE 2. DEAD LOADS: SOIL MAXIMUM HEIGHT OF 4'ABOVE LID. DRY SOIL WEIGHT F. MINIMUM REINFORCING WHERE REINFORCEMCT IS NOT SHOWN ON 5 o
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<br /> DEPARTMENT Al ECOLOGY OR THE PUGET SOUND AIR POLLUTION CONTROL AGENCY. 12OL85 PER CUBIC FOOT. SATURATED SOIL HEIGHT 4'ABOVE FOOTING.
<br /> DRAWINGS, THE"BUII_I)ING CODE RE_OU:REMKN T=FOR RE.�NFCIRCED W,.,a co
<br /> 12 OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF EVERETT AND CONCRE TE"(ACI 318-95)SHALL BE REFERRED 10 F'OV PROPER ..t z;oa
<br /> NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF EVERETT 10.EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAT AND MATERIAL EXCAVATED DURING REINFORCEMENT •::.:= Z•t
<br /> STANDARDS. UNDERGROUND UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES(WHERE CONSISTENT WITH SAFETY EMI'
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<br /> 1.3 SOIL DATA(ASSUMED) •�••
<br /> SPACEAND G REBAR COVER PROVIDE CONCRETE PROTECTION FOR REr.FpRCEMErIr n5 iFcliN
<br /> 13, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,SAFETY DEVICES,PROTECTIVE EQUIPMENT, c:
<br /> FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,HEALTH,AND SAFETY'OF THE PUBLIC, AND TO PROTECT ASSUME SOIL BEARING PRESSURE= 2000 PSE. ASSUME ANGLE OF FRICTION FOLLOW 2 O 4
<br /> 11. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE 0= 30'. --'X•-
<br /> PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE OF JOINTS. WHEN JOINTS ARE NECESSARY, THE FILTER FABRIC SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, 3" CONCRETE DEPOSITED AGAINST EARTH
<br /> TRAVELES RIGHT-OF--WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH WITH A MINIMUM 6 INCH OVERLAP,AND BOTH ENDS SHALL BE SECURELY FASTENED TO THE POST. 1.4 SHOP DRAWINGS 2" CONCRETE DEPOSITED AGAINST FORMS BUT FXPCSELI TO
<br /> LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23- TRAFFIC CONTROL, SHALL EARTH
<br /> APPLY.
<br /> 12 POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 30 INCHESE.
<br /> SUBMIT SUFFICIENT COPIES OF SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR 1-1/2" MAIN REINFORCING IN E3EArA_ ccDD
<br /> (WHERE PHYSICALLY POSSIBLE). THE FOLLOWING: 1-1/2" TO TIES iN COLUMNS AND TIED RERAN II WA_LS 10
<br /> 14, ALL PARKING LOT CONSTRUCTION SHALL BE INSPECTED BY THE PUBLIC WORKS DEPARTMENT FOR CONFORMANCE TO PLANS 1-1/2" FOR BARS IN SLABS ON GROUND ti
<br /> FOR SIZE, LAYOUT,DRAINAGE CONTROL AND STRUCTURAL SECTION. THE MINIMUM ACCEPTABLE STRUCTURAL SECTION FOR A TRENCH SHALL BE EXCAVATED APPROXIMATELY B INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND t. REINFORCING STEEL 1" FOR BARS F SLABS Oil FORMS CO
<br /> PARKING LOTS SHALL BE 2 INCHES OF CLASS"B"ASPHALT PLACED OVER 4 INCHES OF CSTC,UNLESS OTHERWISE APPROVED ., UPSLOPE FROM THE BARRIER. THE TRENCH SHALL BE CONSTRUCTED TO FOLLOW THE CONTOUR. 2C INCHES OF THE FILTER
<br /> BY THE CITY ENGINEER. PRIOR TO PLACING ANY SURFACII'IG MATERIAL ON THE ROADWAY,IT WILL RE THE RESPOTISIBILITY OF 3s FABRIC SHALL EXTEND INTO THE TRENCH AND THE TRENCH SHALL BE BACKFILLED WITH COMPACTED NATIVE SOILS MATERIAL DO NOT FABRICATE PRIOR TO ARCHITECTS/ENGINEER'S APPROVAL. H. WELDED WIRE FABRIC. ASTM•-A185 AND ASTM--482
<br /> THE DEVELOPER/CONTRACTOR TO PROVIDE DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN
<br /> THE STATE OF WASHINGTON. 14 THE FILTER FABRIC FENCE SHALL ACT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER L DEFORMED BAR ANCHORS ASThi k4g6 4
<br /> FABRIC SHALL NOT BE STARED TO EXISTING TREES 2.0 SITE WORK LL
<br /> 15,CRUSHED SURFACING TOP COURSE(CSTC)SHALL BE COMPACTED TO 95%MAXIMUM DENSITY. DENSITY TESTING FOR.ASPHALT1 c. WHENSLIT FILrA FABRIC IS USED,A WIRE MESH SUPPORT FENCE SHALL DE FASTENED SECURELY TO THE UPSLOPE SIDE OF 2.1 EXCAVATION 8
<br /> PAVEMENT INCLUDING THE NECESSITY AND FREQUENCY OF CORE SAMPLES WILL BE DE TERMED BY TH ENGINEER ON A CASE BY THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST T INCH LONG,TIE WIRES,OR HOG RINGS. THE WIRE SHALL EXTEND
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<br /> CASE BASIS.
<br /> EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM
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<br /> INTO THE TRENCH A MINIMUM OF 4 INCHES. SLIT FILM FILTER FABRIC SHALL BE WIRED TO THE FENCE.
<br /> UNDISTURBED MATERIAL AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH
<br /> 16.WHEN EXTRA-STRENGTH OR MONOFILAMENT FABRIC 15 USED. THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN THIS LEAN CONCRETE(Cc= 2000 PSI),OR BE STRUCTURALLY FILLED PER SECTION
<br /> CASE, THE FILTER FABRIC 15 STAPLED OR WIRED DIRECTLY TO THE POSTS. EXTRA CARE SHOULD BE USED WHEN JOINING OR 2 2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. O
<br /> OVERLAPPING THESE STIFFER FABRICS. �y
<br /> 2.2 BACKFILL AND COMPACTION
<br /> BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS,
<br /> STORM DRAINAGE GENERAL NOTES SCREEDS,OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR
<br /> CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL. IN AREAS
<br /> UNDER SLABS OR FOOTINGS,MATERIAL SHOULD BE GRANULAR IN NATURE,
<br /> PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST 95%OF MAXIMUM
<br /> ALL WORK ANG MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS AND/OR WSDOT/APWA STANDARD DRY
<br /> FILLDESHOULD E ELM TED TO CLEAN,COMPACTION
<br /> MATST,APROCEDURE 1-180. -----1SPECIFICATIONS AS APPLICABLE.
<br /> NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED,OR PUT INTO USE UNTIL IT HAS BEEN TESTED, 3.0 CONCRETE Pi
<br /> INSPECTED, AND ACCEPTED BY THE CITY.
<br /> 3.1 GENERAL
<br /> APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHQWr!FOR
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<br /> CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR --1-Gt i'.
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<br /> ADDITIONAL UTILITIES NOT SHOWN IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR "ULTIMATE STRENGTH TYPE CONCRETE",PER ACI 301,"SPECIFICATIONS FOR a)
<br /> SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER �1 STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR
<br /> PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT CONSTRUCTION GENERAL NOTES EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE r�
<br /> ALL.STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION GIVEN IN ACI 301. PLACE CONCRETE PER ACI-304 AND CONFORM TO
<br /> AG-604(306)WINTER CONCRETING AND ACI-605(305)FOR HOT WEATHER y'
<br /> 1. ALL CONSTRUCTION ON CITY RIGHTS-OF-WAY SHALL BE DANE IN ACCORDANCE WITH THE CITY'S STANDARDS AND THE CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION, "ig.! 0
<br /> PROCEDURES AND METHODS SET FORTH IN THE STANDARD SPCIFICATIONS AS MODIFIED HEREIN. HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH
<br /> 7000 RPM MINIMUM FREQUENCY. DO NOT OVER-VIBRATE. CONCRETE SHALL
<br /> 2. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL CLEAN THE STORM DRAIN SYTEM AND ANY OFF-SITE DRAINAGE BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOIN'S / E$
<br /> SYSTEMS AFFECTED BY CONSTRUCTION ACTIVITIES BY A METHOD APPROVED BY THE CITY. WASTEWATER FROM SUCH CLEANING PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND G'--I LU
<br /> WATER GENERAL NOTES OPERATIONS SHALL NOT BE DISCHARGED TO THE STORM DRAINAGE SYSTEM OR SURFACE WATERS. EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT
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<br /> 3 PRIOR TO INSTALLATION OF IMPERVIOUS SURFACING,DETENTION FACILITIES SHALL BE OPERATIONAL. LOCATIONS FOR HIS APPROVAL,OR USE JOIr:TS AS SHOWN ON THE DRAWINGS �El
<br /> ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE; �- 1
<br /> 1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION 4. CONTRACTOR.HALL PROVIDE MANUFACTURER'S CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH SECTION 1•-06.3 OF THE SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM f� 5
<br /> DEVICE PRIOR TCI SATISFACTORY FLUSHING, TESTING.DISINFECTION,AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST STANDARD SPECIFICATIONS WHEN REQUESTED BY THE CITY FOR ALL PIPE,FITTINGS,PRECAST CONCRETE PRODUCTS,CASTINGS, IRREGULARITIES. F M �Q
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<br /> RESULTS. AND MANUFACTURED FILL MATERIALS TO BE USED IN THE PROJECT. 3.2 STRENGTH ^ V
<br /> 2. TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY AT THE DEVELOPER'S EXPENSE. 5, TESTING OF THE DRAINAGE SYSTEM,BY THE CONTRACTOR,WHEN REQUIRED BY THE CITY,SHALL CONFORM TO THE RESTING �� M ,.
<br /> REOUIREMENTS FOR THE PARTICULAR COMPONENT OF THE SYSTEM AS SET FORTH IN THE STANDARD SPECIFICATIONS AND TWENTY-EIGHT DAY COMPRESSIVE STRENGTH SHALL BE i'c 3000 PSI FOR ALL
<br /> 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. ISSUED PERMITS CONCRETE. MAX. SLUMP 4"0 ALL CONCRETE
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<br /> THE CITY OF EVERETT ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO 6. DOCUMENTATION FOR THE NEWLY INSTALLED DRAINAGE FACILITIES REQUIRED BY THESE STANDARDS,THE DEVELOPER EXTENSION THESE SLUMPS MAY BE INCREASED IFA PROPER ADDITION OF POSSOLITH IS r
<br /> 4 COMMENCING CONSTRUCTION. AGREEMENT,OR ISSUED PERMITS SHALL BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION ACCEPTANCE ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT V
<br /> CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN. irDh
<br /> 5. THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL NOTIFY UTILITIES OF A PERSON WHO CAN BE CONTACTED REGARDING N 5
<br /> PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. MATERIAL- CEMENT,WATER&AGGREGATES PER ACI 301 r,�
<br /> CIS IS
<br /> A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE II. ENGINEER'S b
<br /> APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT *0 71
<br /> CONSTRUCTION SEQUENCE_ :C:
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<br /> B. WATER TO BE CLEAN AND POTABLE.
<br /> SANITARY SEWER GENERAL NOTES ( N
<br /> __ 1. ATTEND PRECONSTRUCTION MEETING.
<br /> C COARSE AND FINE AGGREGREGATES TO CONFORM TO ASTM-C33. S Q
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<br /> 3.4 MATERIAL c�
<br /> 2, INSTALL CONSTRUCTION ENTRANCE. S r-in
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<br /> 1, ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARDRV
<br /> SPECIFICATIONS. 3 FLAG CLEARING LIMITS. A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM-C494,POZZOLITH
<br /> POLYHEED,POZZOLITH 100XR,OR POZZUTECH 20. POZZOLITH SHALL BE 1
<br /> 2, NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED,CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, 4, INSTALL SILT FILTER FABRIC FENCE,CATCH BASIN PROTECTION AND ADDITIONAL EROSION CONTROL DEVINCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE
<br /> INSPECTED. AND APPROVED BY THE CITY INSPECTOR. MANUFACTURER'S INSTRUCTIONS.ICES AS REQUIRED. '. W
<br /> 3 APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR V.
<br /> 5. THE CONTRACTOR SHALL MAINTAIN SEDIMENT FREE CONDITIONS AT ALL TIMES. CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE a
<br /> CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANYCONCRETEOSMAY WILL USED WITH THE ENGINEER'S CLIMATIC APCONDITIONS
<br /> AD AND THEES
<br /> ADDITIONAL UTILITIES NOT SHOWN IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR B. CLEAR AND GRUB SITE. AND CONTRACTOR'S
<br /> VARY DEPENDING ON XIMUM AND
<br /> SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVE(?$Y THE CITY ENGINEER CONTRACTOR S JOB5rTE REQUIREMENTS. MAXIMUM SLUMP FOR SUCH a
<br /> PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. 7. ROUGH GRADE AND INSTALL STORM DRAINAGE DETENTION WETVAULT,PIPES AND STRUCTURES. CONCRETE SHALL NOT EXCEED$"WITH A MINIMUM OF 1D OUNCES OF
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<br /> POLYHEED PER 100 OJNCES OF CEMENT. 4
<br /> 4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE 8. INSTALL WATER AND SEWER LINES. 1251 IN A(;lUhrlJANlt WITH MHNUhAI IU,YtK'J IttLVMNICIVUNIIVIV7 +
<br /> AND GRADE PRIOR TO STARTING CONSTRUCTION. 9. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION AREAS ARE STABILIZED.
<br /> B. AIR ENTRAINMENT' CONFORM TO ASTM-C260 AND ASTM-C494,MB-AE-1012.
<br /> 10SWEEP AND CLEAN ALL PAVED AREAS. BY MASTER BUILDER ENTRAIN 5%4/- 1%AIR BY VOLUME IN ALL �•■ N
<br /> EXPOSED CONCRETE.
<br /> 11, REMOVE ALL TESCP FACILITIES ONLY WHEN PROJECT SITE IS STABILIZED. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR Q
<br /> APPROVAL IS GIVEN BY THE ENGINEER. INIvuloMa
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<br /> PLANS APPROVES ,,,r,_, ' r ..u•,,;;),.y.
<br /> PUBUCSERVICES DATE PUBLIC WORKS SHEET TITLE
<br /> " 'E)FrAT1TMENT CIVIL.NOTES
<br /> UTIUT[EN DRAINAGE
<br /> A PUBLIC WORKS"EF`d i�:Y TEOII.Ac3 PRIOR
<br /> Ti)STARTING ANY CONSTH.:LTIG', Ii .!-±I"
<br /> CITYENGINEER PROJECT. APPROVAL-CR;SIX T - '1
<br /> CONDITIONAL PER CURRENT XI,,, .•7.-i
<br /> AND EXPIRES/- /-C
<br /> .1 _ _UNLET: !J S,L� .(
<br /> FOE {CONSTRUCTION HAS BEEN I 3'._:i J
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<br /> 6816 Evergreen •Way -- Uti 1 it Drawings
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