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<br /> ONLY). 14. FIEL� QUALITY CONTROL = PATHS, STREETS, PARKING L�TS, AND WaRK. IN�ICATED T4 BE SAVED, REMOVED OR REPRESENTATIVE.
<br /> AD,JACENT FAGILITIES. 5.2. CIBTAIN REQUIRED PERMITS AND �ERMISSION ABANDONED, MARK THE LOCaTION 4r� 5.2. STRIP REMAINDER OF TOPSQIL WITHIN CLEARING
<br /> 9.2.2. UNDER WALKS AND PAUEMENTS, USE 14.1 .TESTING AGENCY: OWNE� WILL ENGAGE A SUCH LINES IN THE FIELD AND NOTIFY LIMITS AND REMOVE FROM SITE.
<br /> � SATISFA�TORY SOIL MATERIAL. , QUAUFIED INDEPENDE�IT GEOTECHNICAL 2,4.2 D0 NOT CLOSE QR 4BSTRUCT STREETS, FR(}M LOCAL °GOVERNING AUTHORITIES AND ,
<br /> � 9.2.3. UNDER STEPS AND RAMPS, USE ENGINEERIE�G TESTING AGENCY TQ PERFORM FIELD PATHS, QR PASSAGEWAYS WITHOUT OWNER PRIOR �0 CQMMENCING W4RK. 4WNER S REPRESENTATIVE. 6. T4PSOIL STOCKPILE
<br /> ENGIfVEERED FILL. QUALITY-CONTROL TESTING. PERMISSION FROM AUTHQRITIES HAVING 6. CLEARING 9. DRAINAGE 6.1 . PLACE COVERING PER WSDQT 8-01 .3(5)
<br /> JURISDICTI4N. 6.2. ST4CKPILE TOPS�IL MATERIALS AWAY FROM EDGE
<br /> 9.3. TOPS�IL PLACEMENT PER SECTION 32 91 OQ. 14.2,ALLOW TESTING /�GENCY TQ INSPECT AND TEST � 6.1 . REMQVE GRQWTH AND UNDERBRUSH WITHIN THE 9.1 . KEEP ST�EET AND SITE DRAINS OPEN FOR
<br /> � , 10. SOIL MOISTURE C4NTROL SUBGRADES AND EACH FILL OR BACI�FILL LAYER. 2.5. IF REQUIRED BY GOVERNING AUTHORITIES, CLEARING LIMITS AS REQUIRED FOR PaEW DRAI�lAGE AT ALL TIMES. MUD/SEDIMENT OF EXCAVATIONS WITHOUT INTEftMIXING WITH
<br /> i 0,1.UNIFORMLY MQISTEI� OR AERATE SUBGRADE PRlJC�ED WITH SUBSEQUEPJT EARTNW�RK ONLY PR4VIDE ALTERNATE ROUTE5 A�OUNQ CLt3SED OR CONSTRUGTION AND AS INDICATED. REMOVAL� BUIL�-UP SHALL BE REMCIVED AS DIRECTED B`Y SU�SOIL. "G�VER T� PREVENT WINDBLOWN DUST.
<br /> AND EACH SUBSEQUENT FILL OR BACKFILL SaIL AFTE� TEST RESULTS FaR PREVI(}USLY �}BSTRUCTEq TRAFFIC WAYS. aPERATIONS SHALL BE PERFORMED IN A MAN�f�ER OWNER`S REPRESENTATIVE. 6,2.1 . Dt3 NOT STOCKPILE TOPSOIL WITHIN TREE
<br /> IAYER BEFORE CQMPACTION TO WITHIN 2 C4MPLETED iNORK COMPLY WITH REQUIREMEI�TS. 2.6. QBJECTIONABLE NOISES: LIMIT USE QF AIR TQ PR�TECT PR(7PERTY. 9.2, QPEN PITS AND HOLES CAUSED BY [}EMOLITION PROTECTION ZONES.
<br /> � PERCENT OF OPTIMI�M MOISTURE CONTENT. 14.3.FGOTING SUBGRADE: AT FOOTING Sl1BGRADES, - HAMMERS AND CJTHER LOUD EQUIPMENT AS I�UCH fi.1 .1. FLAG ALL TREES LARGER TH�N 2 INCH WORK SHALL BE KEPT FREE OF STANDING 6,3. DI�Pt7SE 4F EXCESS TOPSOIL AS SPECIFIED F4R
<br /> 10.1 .1 . DCl NOT PLACE BACKFILL OR FILL SQIL AT LEAST ONE TEST 4F EACH �41L STRATUM AS PO�SIBLE. C{�NF�RM �lITH LOCAL GOVERNING CALIPER DESIGNATED FOR REMOVAL F�R WATER. �lASTE MATERIAL DISPOSAL.
<br /> MATERIAL �N SURFACES THRT ARE MUDDY, WILL BE PERFORME� T� VERIFY DESIGN BEA�ING REQUIREMENTS REGARDING NOISE CONTROL. APPR�►VAL QF OWNER S REPRESENTATIVE �p, FILLING DE�'RESSIONS
<br /> CAPACITIES. SUBSEQUENT VERIFICATIQN AN� 3. PRQDUCTS PRIOR T0 �EMOLITIt}N QR REMt�VAL. 7. DISP�SAL
<br /> FROZEN, OR CONTAIN FROST OR ICE. , 1 Q.1 ,FILL DEPRESSIONS CAUSED �Y �LEARING, 7.1 . REM4VE SURPLUS SOIL N[ATERIAL, UNSUITABLE
<br /> APPROVAL OF OTHER FOt�TING SUBGRADES MAY 3.1 . FILTER FABRIC: FILTER FABRIC FENCE SHALL BE NOTIFY OWNER S REPRESENTATIVE AT GRUBBING AND UTILITY REMOVAL OPERATIONS OR
<br /> 10.1.2. REM�VE ANQ REPLACE, G1R SCARIFY AND gE BASED aN A VISUAL C4iv1PARISQN OF MIRAFI 500X OR APPROVED EQUIVALENT, LEAST FIVE DAYS IN ADVANCE OF ' ' TOPS4IL, OBSTRUCTIONS, DEMt?LISHED MATERIALS, . f.
<br /> AIR �RY OTHERWISE SATISFACTORY SOIL SUBGRADE WITH TESTED SUBGRADE WHEN TH4SE PREVI�USLY EXI�TING WITH �OMMON FILL A6�D WASTE MATERIALS INCLUDING TRASH AND
<br /> MATERIAL THAT EXCEEDS 4PTIMUM 3.2. INLET PR4TECTI(}N: �ATCH 8AS1�1 INSERTS SHALL SCHEDULED TREE REMOVAL. MATERIAL UNLESS FURTHER EXCAVATION OR DEBRIS, AND LEGALLY DISP4SE OF THEM OFF
<br /> APPROVED BY �1NNER. BE SILTSACK BY ATLANTIC CONSTRUCTION 6.1 .2. COMPLETELY REM4VE ALL GRf�WTH OR TQ EARTHINORK IS INDICATED. COMMQN FILL SHALL
<br /> ' � M�}ISTURE CONTENT BY 2 PERCENT AND OWNER'S PRQPERTY.
<br /> 14.4,TESTI�IG AGENCY WILL TEST COMPACTI4N FABRIGS, INC., 800 448-3636, OR APPRQVEQ SATISFACTION QF QWNER'S BE IN ACCORDANCE WITH SECTI�N 31 00 00.
<br /> IS TOt� WET TO C4MPACT TO SPECIFIED �}F S{�ILS IN PIACE ACCQRDING TQ '� � � '
<br /> DR'Y UNIT WEIGHT. EQUIVALENT. INSERT SHALL BE APPROPRIATELY REPRESENTATIVE, 11 . DISPOSAL OF MATERIALS ASPHALT PAVING 32 12 16 '
<br /> ASTM D 1556, ASTM D 2167, ASTM D 2922, SIZEa FQR THE STRUCTURE IN WHICH IT IS � � '
<br /> 11 . COMPACTI�I� UF SOIL BAC�FILLS AND FILLS 6.2. SAVE AND PR(?TECT TREES INDICATED 4N PLANS c 11,1 .THE REFUSE RESULTING FROM GLEARING AND
<br /> A�JD ASTM D 2937, AS APPLICABLE. INSTALLED. TO REMAW, PR�TE�T ALL QFF-SITE TREES GRUBBING SHALL BE DI��OSED OF BY THE PAVEMENT PATCHING COE 3-14 '
<br /> 11 .1,PLACE B/��KFILL ANa FILL SQIL MATERIALS IN 14.5.WHEN TESTING AGENGY REPORTS THAT � �' '
<br /> LRYERS I�OT MORE THAN 8 INCHES IN LOOSE 3,3. PLASTIC SHEETI�IG: SHALL CUNFORM TO SECTI{�N ALONG ADJACENT ROADWAYS AND �JN CONTRACTOR IN A MANNER CONSISTENT WITH ALL ,
<br /> � DEPTH F(�R I�ATERIAL COMPACTED BY HEAiIY SUBGRADES, FILLS, �R BACKFILLS HAVE NOT g-14.5�3} OF THE WSDQTfAPWA. SURROUN�ING PRQPERTIES. GOVERNMENT REGULATIONS. IN NU CASE SHALL � •1 . PAVEMENT PATCHING SHALL BE INSTALLED PER
<br /> ACHIEVED DEGREE OF COMPACTION SPECIFIED, 7, GRIJBBING REFUSE MATERIAL BE LEFT ON THE PRC}JECT CITY OF EVERETT DESIGN �ND CONSTRUCTION �
<br /> ' COMPACTION EQ�JIPMENT, AND NOT MORE THAN 4 OR REMQVE �•4. STRAW BALE�: FOR SE�IMENTATION CONTROL; �TANDARDS AND SPEC�FICATI�NS FQR
<br /> SCARIFY AND M4ISTEN {�R AERATE, �lTE, SHOVED ONTO ABUTTING PRIVATE
<br /> INCHES IN LOOSE DEPTH F�R MATERIAL SHALL BE SUN �RIED AND BUNDLED WITH 12 7.1 . GENE�AL: GRUB QR OTHERWISE PREPARE AREAS
<br /> COMPACTEQ BY HAND-OPERATE� TAMPERS. AND REPLACE SOIL TU DEPTH REQUIRED; GqUGE GALVANIZE� STEEL INIRE, WHERE CLEARING HAS OCCURRED T0 RECEIVE PRQPERTIES, QR BE BURIED IN EMBANKMENTS p�ELQPMENT SECTIQN, 3-14
<br /> RECOMPACT AND RETEST UNTIL �PECIFIEa � ' UR TRENCHES ON THE PROJECT SITE. DEBRIS '
<br /> � . 11 .2.FLACE BACKFILL A�ED FILL SQIL MATERIALS COMPACTIQN IS D�TAINED. 3.5. MULCH CONSTRUCTION QR OTHER IMPROVEML�NTS.
<br /> EVENLY ON ALL .SIQES (JF STRUCTURES TO 3.5.1 . STRAW MULCH. CLEAN WHEAT, BARLEY, SHALL �IOT BE DEPOSITED IN ANY STREAM OR
<br /> 7.1 .�. EXCAVATE AND REMOVE ALL STUMPS TQ CONCRETE PAVING �32 13 16)
<br /> QR RICE STRAW. STRAW SHAL� NOT A DEPTH OF 1 '-6" BELOW GRADE. BODY OF WATER OR IN ANY STREET �1R ALLEY
<br /> REQUIRED ELEVATIONS, AND U�IFORMLY ALONG SITE PREPARATION �31 11 00�: �AT' OR UPON ANY PRIVATE Pi�OPERTY EXCEPT BY } I
<br /> THE FULL LENGTH t�F EACH STRUCTURE. BE MOLDY OR 4VERLY CaMPACTED TO 7,� ,2, EXCAVATE AND REMOVE ROOTS LARGER CEMENT CONCRETE SIQEpWALKS {C4E' 3-17): ,
<br /> 11 .3.�OMPACT SOIL MATERIALS TO NOT LESS THAN PRE1/ENT EVEN DISTRIBUTI4N AND SHALL THAN 1-� 2 INCHES IN DIAMETER, WRITTEN CONSENT OF THE PRIVATE PROPERT`( 1,1 . CEMENT C41�CRETE �iDEWALKS SHALL BE �
<br /> QW NG PERGENTAGES OF MAXIMUM DRY 1 . DESCRIPTIQN BE FREE QF Nt}XIO�JS WEEDS. , � 4WNER. KEEP HAUL�NG R4UTES CLEAN AND ,
<br /> THE FULL I = R4CKS, BOULDERS, ANY REMAINING INSTALLED PER GITY C}F EVERETT DESIGN AND
<br /> UNIT WEIGHT ACCORDING TQ ASTM D 698: i .1 . CONSTRUCT E�OSION AND SEDIMENTATICIN 3.5.2, Waa� MULCH: WEED FREE WQQ� 'CHIPS FREE QF ANY DEBRIS RESULTIN� FROM W4RK OF ,I
<br /> PAVING, AND THE LIKE, AS WELL AS ' THIS SECTION. CONSTRUCTIQN STANDARDS AND SPECIFICATIONS ,
<br /> � 11 .3�1 . UNDER S�TRUCTURESI BUILDING SLABS, CONTROL. CLEAR AN� GRUB SITE AS INDI�ATED. QR HOG FUEL. QTHER UNSUITABLE MATERIALS. FOR DEVELOPMENT, SECTION 3-17 I
<br /> STEPS, AND PAVEMENTS, SCARIFY AND SAVE AND PROTECT FR4M HARM ANY TREES AND 3,�,3, HYDRAULIC MULCH: WEYERHAEUSER 7.1 .3. EXCAVATE THE�E MATERIALS TO NQT LESS �'�
<br /> RECORAPACT TOP 1� INCHES OF EXISTING OTHER ELEMEI�TS SELECTED T4 RE�iAI�J, REMOVE, CELLULOS�E W�QD FIBER MULCH QR �3 ST{�CKPILING {31 14 00� I
<br /> SUBGRADE AND EAGH LAYER �F BACKFILL FRaM AREA TO BE CLEARED, ALL OTHER GRl7WTH THAN 4 BELOW EXISTING GRADE AT , IRRIGATION (32 80 OQ): I
<br /> APPROVED EQUAL. AREAS TO BE 4GCUPIEO BY ASPHALT !OR
<br /> � �R FIL� S�IL MATERIAL AT 95 PERCENT. 11NLESS QTHERWISE INaICATED QR QIRECTED. 3.5.4. GOMPOST MUL�H FCI� C�MPaST BLANKET CONCRETE AND NOT LESS THAN 8" ' 1. SUBMITTALS I
<br /> REMOVE PAVING, SLABS, WALKS, ANQ UTILITY BELOW EhISTING GRADE AT SHRUB AREAS. �
<br /> 11 .3.2. UNDER WALKWAYS, SCARIFY AND SHALL BE MEDIUM C4MPQST PER WSDOT � 1 .1 . STQCKPILE MANAGEM��IT PLAN: EXTENT AND 1. SUMMARY. !
<br /> LINES AS REQUI�ED TO COM�LETE WORK AS ( � 7,1 .4, USE ONLY HAND METH�DS FQR GRUBBING 1 .1 . PQRT QF EVERETT RESPONSI.BILITY: PROVIDE ,A
<br /> RECQMPACT TOP 6 INCHES BELOW ° 9-14.4 8 . HEIGHTS AND L�CATIQN �F STOCKPILES FOR THE I
<br /> INDICATED ON PLANS AND AS aIRRCT�ED BY �.�, WqTER. THE C4NTRAGTQR SHALL MAKE, AT THE ,� INSIDE THE DRIPLINE OF TREES WITH ;. FULLY FUNCTIONING EXISTING I�RIGATION SYSTEM ��
<br /> - SUBGRADE ANQ CUMPACT EACH LAYER OF FOLLOWING AND PER CRITERIA ESTABLISHED IN
<br /> BACKFILL 0� FILL SOIL MATERIAL AT 92 OWNERlS REPRESENTATIVE. C4NFE ITH �p�TRACTaR'S EXPENSE, WHATEVER GREATER THAN 14 FOQT RADI�IS OR THE THIS SECTIQN: INCLU�ING, BUT NQT LIMITED Ta: PQINT OF �
<br /> PERCENT. OWNER S REPRESENTATIVE BEF�RE STARTING 1 .� .1 . TOPSOIL MIXE� WITH SOD AND TOPSOIL ��
<br /> � WORI�. ARRANGEMENTS MAY BE NECESSARY TO ENSURE DRIP LINE OF TREES INDICATED TO BE CONNECTIQN WITH METER AND BACKFLOW ,
<br /> 11 ,3.3. UNDER LAWN OR UN�AVED AREAS, AN AaEQUATE SUPPLY (}F WATER REQUIREQ FOR LEFT �TANDING. FROM EXI�TING PLANTER BEDS 0� PREVENTIQN, CONTROLLER, MAINLINE, VALVES AND '��
<br /> - SCARIFY AND RECOMPACT TOP fi INCHES 2. EXISTING C��IDITIONS EROSION CONTROL. THE COI�TRACTQR SHALL PLANTED AREAS. �
<br /> 8. SITE IMPRQVEMENT REMOVALS VALVE WIRING.
<br /> BELaW SUBGRADE AND C�MPACT EACH 2.1 . PRt�TECTION aF EXISTING IMPROVEMENTS: FURNISH ALL NECE�SARY EQUIPMENT FaR THE 1 .1 .2. IQEMTIFY TYPES SIZES AND MQDELS OF '
<br /> 8.1 . CARE SHALL BE TAKEN IN REMOVI�JG PAVEMENT, � 1.2. CONTRACT�R'S RESP4NSIBILITY. DESIGN AND ',
<br /> LAYER OF BA�KFILL OR Fil_L S41� PRQVIDE, ERECT AND MAINTAIN BARRICpDES, aDEQUATE IRRIGATIUN QF PLAMTED AREAS AS EQUIPMENT REQIJIREa FOR STQGKPILE ��
<br /> � MATERIAL AT $5 PERGENT. COVERINGS, OR OTHER TYPES OF PRQTE�TION STRUCTURES, ANQ ALL ITEMS TO BE REMOVEQ INSTALL NEW IRRIGATI�N FOR ALL LANDSCAPE ,
<br /> REQUIRED TQ COMPLETE `�HE WQRK A� MANAG�MEI�T.
<br /> 11 .3.4. FOR UTILITY TRENCHES, COMPAGT EACH NECESSARY �0 PREVENT QAMAGE TO EXISTING SPECIFIED. SQ THAT �AMAGE DO�S NOT UCCUR Ta EXISTI►JG AREAS TO RECEIVE SOIL AND SUBGRADE PREP
<br /> LAYER OF INITIAL AND FINAL BACKFILL TREES INaICATED TO REMAIN IN PLACE. PAVEMENT, CHAIN LINK, OR WOQD FENCES OR 2. PERFORMANCE REQUIREMENTS ANa NEW PLANTING, AS SHaWN ON CONTRaCT
<br /> SOIL MATERIAL AT 85 PERCEf�T. RESTQRE ANY IMPROVEMENTS �AMA�Ea . BY THIS 3.7. TIRE AND CONGRETE WASH: SHALL BE PER CITY IRRIGATIQN LINES WHICH ARE TQ REMAIN IN 2.1 , ST�CKPILE THE FOLL0INING MATERIAL 4�! SITE TO DRAWINGS. aDJUST IRRIGATION IN BEQS Ta ,
<br /> � WQRK TO THEIR ORIGINAL Ct�NDITION, AS �F �E��' PLACE, MAKE A NEAT VEF�TICAL SAW CUT AT MEET THE QUANTITIES REQl11RED FOR THE SCOPE REMAIN, AS NECESSARY. TIE NEW I�RIGATION
<br /> 12. GRADI�JG - ACCEPTABLE TQ 4WI�ER. " 4, EXECUTIQN � THE BO�J(�DARIES QF THE AREA TO BE REMQVEa� QF W4RK, REMQVE MATERIAL FROM THE SITE IN INT� EXISTING IRRIGATIDN SYSTEM. DESIGN NEW '
<br /> 12.1.GENERAL: UNIFQRMLY GRADE AREAS Ta A 4.1 . CaNSTRtJCTIQN AGCESS ANQ ROADWAY 8.2. COMPLETELY RE�#QVE ANa D�SPQSE QF EXCESS :�F THE REQUIRED QUANTITIES IRRIGaTION TO WORK WITi�IN THE EXISTING ��
<br /> � . SMO�TH SURFACE, FREE QF IR�EGULA� SURFAGE �•�• GONTACT UTILITY e��IPANIES ANa REQUEST MANAGEMENT PAVEMENT, FENCES, AND OTHER DB�TRUCTIQNS NECESSARY T� GOMPLETE THE SC4PE OF WO�RK. SYSTEM'S AVAILABLE PRESSURE AND GALLONS
<br /> " CHA�JGES. COMPLY WITH COMPACTION METER READI�JGS, UTILITY CUTOFF�, AND METE� : ,
<br /> CRO�S SECTIONS AND LI�IE REMOVALS, VERIFY THAT ALL 4.1 .1 . MINIMIZE THE TRACKING OF DIRT, -�IUD IN AREAS TO BE CLEAREa. PAVEMENTS;Y 2.2. STOCKPILE: PER MINUTE, AI�D REQUIREMENTS STATED HEREIN.
<br /> REQUIREMEN�S AND �RADE TO ° ' API�R(�PRIATE SERVICES HAVE BEE�S AND DEBRIS ONTO THE P�1VED RQAQYVAY. DESIGNATED FOR REMOVAL SHALL BE BROKEN 2.2.�. PR4DUCE SOIL FOR HYDROSEEDING 1.3. PRIOR TQ �EMOLITIQN AND SITE GLEARING WORK,
<br /> LINES, AND ELEVATI�NS INDICATEa. PROVIDE, INSTALL, MAINTAI�d Ah�D REMQVE �1P, LOADED, A�JD DISPCISED QF BY CONTRACTOR. MEETING THE REQUIREMENTS OF SECTION
<br /> DIS�ONNECTED. COI�TRACTOR SHALL PAY FQR VERIFY SYSTEM COMPONENTS TO BE SAVED AND
<br /> � 12.2.SITE GRADING. SLC?PE GRADES T� DIRECT TEMPORARY CONS7RUCTIUN EkIT S . IF � 8.3. WHEN REMOVING PAVEMENT tJNaER TREES D� � 32 93 04 BY T�ME OF PLANTING.
<br /> WATER AWA,Y FR4M BUILDIi�GS AN� T0 PREVENT ALL FEES AND COSTS ASSOCIATED WITH UTIUTY C ) � PROTE�TE�1 DURING CONSTRUCTI�N AND SYSTEM
<br /> PON�ING. FINISH SUBGRADES T{3; REQUIREQ DISCaNNECTS, CAPPING, LINE AND MEL�ER DIRT, MUD AND DEBRIS ARE NOT QISTURB GRAVEL, SUBGRADE OR R04TS. , SCREEN �TOCKPILE P�I�R TQ COMPpNENTS T� BE REMOVED. ANY DAMAGE TC3
<br /> w THE FOLLQWING TQLERANCES: REMovALS. TRANSPORTED oNT� A Rc�AD SURFACE, EQUIPMENT SHALL COMPLETE PavEMENT REMovAL INSTALLATION T0� REM4VE AGGREGATES EXISTING SYSTEM CQMPCIIV�NTS TO REMAIN SHALL
<br /> ELEVATIONS ITHIN CLEAN THE RaADS TH�R�tJGHLY, AS A WHILE QN PAVEMENT. LARGER THAN 1 ANa L>'�RG�R. BE REPAIRED TQ PRE-�C�NSTRI�CTiON C�NDITION,
<br /> � � 12.2.1 . LAWI� 4R UNPAVED �1REAS: PLUS OR 2.3. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT MINIMUM, AT THE END �F EACH QAY OR 8,4. ADJACENT MATERIALS DESIGNATED TC} REMAIN '� 3. T4P SOIL AT NQ Ct�ST TQ THE OWNER. i
<br /> cL PRIOR NOTICE. REVIEt�' RECORDS aF THE q� pIRECTEa BY THE OW�lER'S THAT ARE DAMAGED BY THE CQNTRACTQR DUE TO � I
<br /> MINUS 1 Ii�CH. EXI�TING UNDERGROUND UTILITIES. CALL UTILITY 3.1 . ORGANIC-RIGH TOP LAYER OF NATI4E SOIL ONLY 2, REQUIREMENTS
<br /> � . N 12.2.2. WALKS: PLUS OR MINUS 1 INCH. . LOCATION SERVICE 800 424-5555 FOR UTILITY REPF�ESENTATI�E AhJa CITY INSPECTQR. �O�JTRACTOR'S QPERATIONS SHALL �'E REPIAGED IS TO �E STQCKPILED MIXED 1NITH 50D. TOP 4
<br /> N 12.2.3. PAVEMENTS: PLUS aR MINUS 1/2 INCH. � � 4.1 .2. ` REM�VE DIRT, MUD AND aEBRIS FROM AT N4 ADDITIONAL CQST TD OWNER. INCHES MIXED WITH SQD OR FOREST DUFF, QR� 2•1 . WORK AND MATERIALS SHALL BE IN AC�ORDANGE
<br /> � LOCATION. AVDID DAMAGE TO TI�ESE FACILITIES WITH THE LATEST RULES, REGiJLATIONS AND
<br /> 13. FILL AND BASE COURSES AND RESTORE ALL DAMAGED UTILITIES AT ROAa BY SH4VELING OR SWEEPING, AND 8.5. SPRINKLE EXCAVATED MATERIAL AND ACCESS MULCH SHALL BE USED AS A SOURCE FOR SOIL OTHER APPLICABLE STATE OR LOCAL LAWS.
<br /> °' 13,1 .PLACE FILL AN� BASE COUR�E ON CO�JTRACT��'S EXPENSE. COORDINATE WQRK WITH TRANSP�RT TQ AN APPROPRIATE DISP{}SAL ROADS WITH WATER AS NECESSARY TO LIMIT FOR HYDROSEEDING, NOTHING IN THE CQNTRACT DOCUMENTS IS TO BE
<br /> � � SUBGRADE� FREE OF MUD, FROST, S�IOW, QR OTHER TRADES. GQNSTRUCT TEMPO�ARY ' AREA. DO N�T USE WATER T�D WASH �UST T0 L4WEST PRACTICABLE LEVEL. DO NOT 3,1 .� . S�QD PIECES NOT TO EXCEED 4" X 4". CONSTRUED TO PERMIT WORK NOT CONFORMING
<br /> o ICE. IMPERVI4US SURFACES OR AREAS .�QURING US� WATER TO THE EXTENT THAT FLt30DII�G, TO THESE CODES. ' �
<br /> ER4SI4N AND SEDIMENTATION C4NTRQL PLAN IN 4. C4VERING FUR STOCKPILES
<br /> � 13.�.ON PREPA�ED SUBGRADE, PLAGE FILL AND ACCORDANCE WITH THE CITY �F EVERETT CONSTRUCTIO�J. USE VAGUUM SV��EPERS CONTAMINATED RUNOFF, OR ICING �CCURS, ' 4.1 . CLEAR PLASTIC COVERING MEETING THE
<br /> o BASE COURSE l�h1DER PAVEMENTS ANa WALKS AS STORMWATER MANAGEMENT MANUAL, MQST WITH DUST SUPPRESSIQN AS FREQUENTLY 8,6. UTILITIE�: CAP AND REM4VE ALL PIPING _
<br /> � cv AS DEEMED NECESSARY BY THE Q4VNER S REQUIREMENTS OF WSDOT 9-14.5(3),
<br /> FOLLOWS: RECENT EDITI4N. MAINTAIN PATH AND PARKING DESIGNATED FOR REMQVAL, INCLUDING 5. SOIL STRIPPING
<br /> 3 13,2.1 . SHAPE FILL AND BAS� COURSE TQ LQT DRAINS AND SEWER OPENINGS F4R FREE REPRESENTATIVE. P UNDERGROUNQ PIPING AND EXPOSE� PIPING. ', �,1 . PRIt�R TO A�IY ACTIVITY BY MACHINERY C1R
<br /> � -� REQUIRED �ROWN ELEVATI�NS AND DRAINAGE. PROVIDE lNLET PRC?TECTION AT ALL 4.1 .3. IF THE CITY OR ..ORT IS FORCEa TO 8,6.�, P'IPIh1G: ST4RAGE ON AREAS WHERE SOIL STRIPPSNG IS
<br /> . � CR�SS-SLOPE GRADES. EXISTING CATCH BASINS 4N SITE ANd GLEAN Uf' AFTER THE Ct7NTRACTOR'S 8.6.1 .1 . DAMA�E TO EXISTING UTILiTIES WHICH ' ARE TO �CCUR:
<br /> �- 13.2a2. COMPACT FILL ANQ BASE CaURSE AT IMMEDIATELY D4WNSTREAM OF WQRK AREA AND OPERATIONS, THE C�ST 4F TIME AND T� REMAIN SHALL BE REPAIRED AT THE 5.1 .1 . R4TQTILL OR DISC EXISTING S�OQ TO A
<br /> I 0�'TIMUM `MOISTURE CONTENT TO IN W(7RK ALL AREAS. MATERIALS WILL BE �EDUCTED FROM THE GQNTRACTOR'S EXPENSE,
<br /> REQUIRED GRADES LINES CRQSS 2.4. MAINTAIN VEHI�ULAR AND PEDE�TRIAN TRAFFIC CONTRACTOR'S PAYMENT. � g,6,1,2. IN THE EVENT THE CONTRACTOR ' DEPTH OF 4" I�l TWO E�IRECTIONS,
<br /> 'j � , ` PEf�PENDICULAR TO EACH OTHER.
<br /> � � SECTIONS, ANQ THICKNESS TQ NOT LESS RQUTES: 5. EXAMINATI�N ENC�UNTERS UTILIT`f LI�IES NOT SHOWN IF SHEET IS LESS THAN 22x34 �
<br /> o- 5.1 .2, STQCKPILE AS APPROVEQ BY QWNER'S
<br /> � THAN 95 PERCENT OF MAXIMUM DRY UNIT 2.4.1 . ENSURE M11�IMUM INTERFERENCE WITH 5.1 . VERIFY EXTENT OF CLEARING A�L GRUBBI6�G AND QN THE SITE P'LAN OR OTHERWISE
<br /> � WEIGHT ACCORDING T� ASTM D 698. . SITE IMPROVEMENT REMOVAL PRIUR TO START OF . R E D U C E S CALES AC CO R D I N G LY
<br /> . � ;,.�
<br /> � PROJECT ENGINEER: SCALE:
<br /> � (�� Pta I�T t�F EV E RETT °`�G. N�.
<br /> . ,,� CA�CAQE �,q � E. SCHMIDT �10 SCALE L.�7.��
<br /> .w... ,�<�V
<br /> � L�ES��� t�' � DESIGNED BY: DATE
<br /> � �r O E. SCHMIQT FEB. , g, 20� � WATERFRO �JT PLACE CE �JTRAL ��� No.
<br /> > C�?�I.ABt�►RAT1�'E . I I� T E R I i� P 1J B L I C A� � E S � 6-8-OQ 1 -02
<br /> �
<br /> DRAWN 8Y: CHECKEC� BY:
<br /> �, � ��� � D. ROBBEN ' J. KLEINKOPF PRo�ECT
<br /> � LAND►SCAPE ARCHITECTURE + URBAN DES�GN � E I T Y L A N D I I� G � �9 P R C�V E M E N T S
<br /> P.o. B�x 5�� /� � No. PA-BL-2016-fJ2
<br /> � EVERETT, WA 98206 1 4 02 3� AV�.. SUi#�' 415, �8td2, WA 98101 L� 2/19/16 ISSUED FOR BID & CQNSTRUCTION APPRovED BY:
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