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<br /> ,�� �ts�a�e: 20 . GERIERAL PRC�JECT NCJTES GENERAL SEWER NC�TES C�4NT.) � ABBREVIATiC)NS
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<br /> - -�B�K A8 REVfA N NAME OR PHRASE ABBREVIATION NAME OR PHRASE �: ;.�`�
<br /> 1.: ALL WORK SHAI.� BE PERFORMED IN ACCORDANCE W1TH THE PROJEC7 PLANS, SPECIFICATIONS, AND SPECIAL PROVfSiONS {CONTRACT 20. MAINTAIN ALL SERVICES UNTIL NEW MAIN IS ACT�VATED. CONTRACTOR SHALL COORDINATE WI7H THE PORT ..
<br /> ' ' FOft SERVlCE SHUT Dt3WN. CQORDINATE ABANDQNING EXlSl'iNG SIDE SEYVERS WITH CONNECTION OF SIDE AP ANGLE POINT MJ MECHANIGAI, JOINT
<br /> , --'�'��'-- D4CUMEN7) ANQ A�L WORK SHALl� COMPLY WITH, IN ORDER OF PRECEDENCE: '
<br /> - �; . , SEWERS TQ NEW SEWER MAIN SO 1'HAT CONTINUOUS SEWER SERVICE lS MA(NTAINED. FIELD VERIFY SIpE
<br /> � -+� ' • CONTRACT D�CUMENTS SEWER V�RTICAL AND HORIZONTAL ALIGNMENTS PRIOR 70 INSTALLATION. NOTlFY THE �NGINEER OF APPROX. APPRQXIMATELY N. NORTN °i ��
<br /> � � . . � • CITY OF EVERETf (CITY) DESIGN AND CONSTRUCTlON STANDARDS AND SPECIFICATIONS, CURRENT EDETION DISCREPANCIES. ASI�M ASPHALT NE NORTHEAST :
<br /> � • 2018 STANDARD SF'ECIFICAT10N5 FQR ROADS, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOI"/AFWA) ASSY ASSEMBLY N0. NUMB�R
<br /> 21. PROTECT ALl. INSTALLED PIPES AND STRUCfiURES WITN BACK�'lLl., STEEL PLATES OR OTHER ADEQUATE
<br /> ` 2. PRE--CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE PORT PRiOR TO STARTiNG ANY CONSTRUCTION ON THE PROJECT. PROTECT(QN FROM CONSTRUCTION ANp TRAFFIC LOADS PRIOR TO FINAL GRADiNG AND PAViNG. BOW BOTTOM OF WALL NW NORTHWE$T �
<br /> _ .�
<br /> , 22. PROTECT ALL EXISTfNG llTIL(TIES TO REMAiN, BVCE � BEGIN VERT'fCAI. CURVE ELEVATfON O.C. ON CENTER '
<br />; t :� 3. TEMPORARY 'EF��SION AND SEDIMENT CONTROL {7ESC) MEASURES SHALI. BE IN PLACE AND OPERATING PRI4R T4 UEMQLIfiION AND
<br /> CONSTRUCTION`ACTIVITIES. ADDITIONAL EROSION CONTROL MEASlJRES MAY BE REQUlRED BY THE PORT DEPENDING ON 51TE AND WEATHER CB CATCH BASIN PC POIN7 0�' CURVATURE
<br /> CONDITIONS. 23, DD NOT ALLOW SEDIMENT-LADEN WATER TO ENTER SEWER SY�TEM. RROVIDE EROSION AND SEDIMENT ,
<br /> CONTROL PER SPECIFICA710NS ANR SPEGIAL PROVISIONS. � . CENTERLiNE PCC POINT OF COMPOUND CURVATURE : �'
<br /> � �;� �,. .
<br /> 4. ALL EXISTING AND PROPOSEQ CATCH BASINS DOWNSTREAM OF DISTURBED AREAS SHALL BE PROTECTED DURING CONSTRUCTION PER CITY OF' CO Cl.EAN QUT PRC POtNT 0�. REVERSE CURVATURE ..
<br /> �VERETT STANDARD DRAWING N0. 210. 24, DO NOT ALLOW FLOW 4F STORMWATER OR RAW SEWAGE TO ENTER TME TRENCH OR EXCAVATION PIT. ,
<br /> CONC. CONCREfE PIV POST INDICATOR VALVE
<br /> ,.,,
<br /> �` ' 25. AT THE END OF EACH WORKDAY AND IN WORK LQCATIONS WHERE THE CONTRACTOR 15 NOT PRESENT, ALI.
<br /> -'� ' S. KEEP STREETS CLEAN AT ALL TIMES. FLUSHING STREETS WILL NOT BE PERMiTfED. DEBRIS SHALL BE SWEPT FROM ALL STREETS. � CON7. CONT{NUE OR CONTINUOUS PT PQiNT OR POINT OF TANGENCY `�
<br /> , . OPEN EXCAVATIONS, TRENCHES OR MANNOLE STRUCTURES SHALI �E C�VERED WiTH S3EEL PLA7ES OR .
<br /> � P4RTASLE �'ENCE PANELS. iN ADD(TIQN, CONSTRUCTfON SAFEiY FENCE (CHAIN LINK) SHALL: SE ERECTED TO CSBC CRUSHED SURFACING BASE COURSE PVI POINT OF VER7ICAL INTERSECTJON
<br /> _ ' 6. 7HE CONTRACTOR SHALL PROTECT ALL AREAS 4UTSlDE THE WORK ZONE FROM DISTURBANCE. ALI. DiSTURBED AREAS SHALL BE FULLY SURROUND THE W4RK AREA. �
<br /> ' RESTORED T0 PRfJPOSED OR PRE-EXISTING CONDITIONS: CSTC CRUSHEp SURFA�ING 70P COURSE R RARIUS
<br /> � 7. AN APPROVED SEf OF CONSTRUCTION PIANS FOR ALL WORK SHALL BE KEPT ON THE CONSTRUCTION SITE RT AL.L TIMES. IN ADDITION, A 26. POTABLE WATER LINES SHALL MAINTAIN A MINIMUM VERTICAL CLEARANGE OF 18 INCHES FROM SEWER. DIAM. �IAMETER RT R1GNT � '.;
<br /> ' - COPY OF THE CURRENT CITY OF EVERETT QESIGN AND CONSTftUCT10N STANDARQS ANq SPECIFICATI�NS SHALL Al�SO BE AVAilABLE AT THE SEWER. SHALL MAINTAIN A MINiMUM VERTICAL CLEARANCE OF 6 INGHES FROM ALL OTHER UTILii`IES. E EAST S SQUTN
<br /> "" ' � ,��: CQNSTRUCTlON SITE. C�F�IRANCE 15 DEFfNED AS OUTSiDE EDGE OF PfPE TO EDGE OF PIPE/CONDUIT. : :
<br />, : ELEV. ELEVATION SD STORM DRAIN
<br /> ;; 8. LOCAL AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 27 3EFEET FROM ALLNC NDUI S'N�AND 4 FEETLFROM ALLCNATURA� GAS LfNES,��� FR�M POTABLE WATER MAIN, ESMT EASEMENT SE SOUTHEAS7 . f
<br /> ' ' EVCE END VERTICAL CURVE ELEVATION SPA. SPACE OR SPACING ` ` �
<br /> . . . ' . . . . . . � ., g'�
<br /> �� - 9. TEMPORARY TRENCH PATCH 5HALL BE ACCOMPUSMED BY U51NG COLQ MiX, ATB OR STEEL PLATES.
<br /> . 2 8. A L L J O I N T S A N Q P E N�1'R A T I O N S S H A L L B E W A T E R T i G H T. EVCS END VER7ECAL CURVE Sl'AT10N SPEC. SPECIFICATiQNS . :.�;�,:
<br /> - 10. THE LENGTH OF TRENCN EXCAVATION IN ADVANCE OF PiPE LAYING SHALL BE KEPT TO A MINIMUM ANQ IN NO CASE SHALL EXCEED 150 � �
<br /> _ . . . . ' . . . FEET UNLESS AUTHORIZED BY THE �NGINEER. : � PC�R O ON RC� aTES EXST. EXISTING. STA STA7i0N
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<br /> TE�Y� ARY ER SION AND �EDIMENT C T L N FDC �iR� DEPARTMENT CONNECTION STD STANDARD . °
<br /> 1.1. WHERE EXISTiNG PAVEMENT, CURBS, SIDEWALKS,� DRIVEWAYS, OR LANDSCAPE FEATURES ARE NOT INDICATED TO BE REM4VED/REPLACED, TME ° �
<br /> CONTRACTOR SHALL IMPLEMENT MEASURES TO PRQTECT AND MAIN7AIN �XISTING CONDITIONS, 1F DAMAGE� DURING CONSTRUCTION, THE 1. APPROVAI. OF THfS ERQSlON AND SEO{MENTATION CONTROL ESC) PIAN DOES NOT CONSTITUTE AN APPROVAI, OF �F FINISHEQ FLOOR (ELEVATlON) SW SOUTHWEST _
<br /> , ._ CO�ITRACTOR SHALL REPLACE OR RESTORE AT THE CONTRACTOR'S EXPENSE. PERMANENT ROAD OR DRAINAGE 4�51GN E.G., SIZE AND L CATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, FG �'INISHED GRADE (ELEVATiON} TEMP. TEMPORARY
<br /> �
<br /> � ,` RETENTION FAClLI71ES, UTI(�ITlES, ETC.) FIG. FIGURE TESC TEMP. ER4SION & SEDIMENT CONTROL
<br /> ,,: � 12. TRAF'FIC LANE STRIPING RESTORATION SHALL INCLUDE FULL STREET WiDTH PLUS ANY SIDE-STREETS UTILiZER BY THE CONTRACtOR DURING • '' -
<br />' CONSTRUCTION. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND 1'HE CONSTRUCTION, MAINTENRNC�, REPLACEMENT, AND � , TOC TOP QF Cl1RB
<br /> UPGRADING QF FL FLOW IINE {ELEVATION} OR FIANGE
<br /> � ' THESE ESC FACILITIES IS THE RESP4NSIBfI.ITY OF THE APP�ICANT ESC SUPERViSOR UNTII. ALL CONSTRUC710N IS TOW TQP QF WALL
<br /> .; . _ � FOC FACE OF CURB
<br /> � GENERAL $EWER NC�TES ap�Rov�a. nP. rrPicA� .
<br /> t GRVL GRAVEL -
<br /> 3. THE BOUNDARIES OF THE CLEARING IIMITS SHOWN QN THIS PkAN SHALI. BE CLEARLY FLAGGED BY A CONTINUOUS W WEST ' � �'' ,
<br /> - , 1. ALL WQRK AND MATERIALS SHALI. CONFORM T0 THE CIT( OF EVERETT (CITY} STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIt?NS LENGTH 4F SURVEY TAPE ,(OR FENCING, IF REQUfRED) PRlOR TO CONSTRUCTION. DURiNG THE CONSTRUCTION PERIOD, NO HMA HOT MIX ASPHALT : •
<br /> . AND SPECIAL PR4VISIONS. DISTURBANCE 6EYQND TNE CLEARING LIM17S SHALL BE PERMITTED. THE CLEARING LIMITS SHAI.L BE MAINTAINED BY THE �� 1NVERT E�EVATION WS WATER SUftFACE
<br /> . � APPLICANT/ESC SUPERVISOR FOR TNE DURATION OF CONSTRUCTION. JT. JOINT WSDOT WA. STATE QEPT. OF TRANSPOR7A1'ION
<br /> . 2. CONSTRUCTION OF AI,L SEWER MAINS, SipE SEWERS (IATERAI.S) AND APPUftTENANCES SHAI.L BE IN COMPLiANCE WITN ALL ORDfNANCES WQ WATER QUALITY
<br /> AND CURRENT STANDARDS OF GITY OF EbERETT. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN GONJUNCTION WiTH ALL CLEARING �F L,INEAL FEET �
<br /> AND GRARING SO AS TO ENSURE TMAT THE TRAN5PORT OF SEDiMENT TO SUR�'ACE WATERS, DRAINAGE 5Y5TEMS� AND LT LEFT
<br /> � �-; 3. ALL REQUESTS FQR INSPECTIONS AND FOR WITNES5ING TESTS SHALL BE SCHEDULED WlTH. THE ENGiNEER 24 HOUR5 IN ADVANCE. AQJACENT PROPERTIES lS MINIMIZED. °. '
<br /> � FAILURE TO G1VE ADEQUATE ADVANCE NOTICE .MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED lNSPECTIQNS, LVC LENGTH OF VERTICAL CURVE �
<br /> .<,
<br />� 5. THE ESC FACII�ITIES 5HOWN ON TMIS PlAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE C4NDITIONS. DURING MAX. MAXIMUM
<br /> , 4. APPROXIMATE LOCATIQNS OF EXlSTWG UTI�{TIES HAVE BEEN OBTAINED FROM AVAIlABLE RECORDS AND ARE SHOWN FQR GONVENiENCE. THE CQNSTRUCTION PERiOD, TH�SE ESC fACILITiES SHALL 8E UPGRADED AS NEEQED FOR UNEXPECTEQ STORM EVENTS
<br /> � '� THE CONTRACTOR SMALL BE RESPQN516LE FOR VERlFICATION QF LOCATION5 AND TO AVOID DAMAGE TO ANY ADDITI�NAL UTILITIES NC?T AND MOD1F{ED T0 ACGOUIVT F4R CHANGING SITE CONDlTIONS (E.G. ADDITIONAL SUMP PUMPS, RELQCATION OF QITCHES �H MANHOLE ,.
<br /> SMOINN. !F C4N�LlCTS WI7H EXISTiNG UTILITI�5 ARiSE DURlNG CONSTRUCTION, THE CONTRACT4R SHALL NOTIFY THE ENGINEER. ANY � +'�
<br /> ' '", AND 51LT FENCES, ETC.). MIC MONUMENT IN CASE �
<br /> .' � _ CHANGES REQUIRED SHALI. BE APPROVED BY THE CiT( PR40R T4 COMMENGEMENT OF REtATED CONSTRUCTION 4N THE PROJECT. " � .:f�� �
<br /> � 6. THE ESC FACILkTIES SNALL BE INSPEC7ED DAiLY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAlNED TO EN5URE M1N. MINIMUM ;
<br /> 5. SAWCUT `�R TRENGH WHEEL CUT PAVEMENT PRIOR TO DIGGING. CON7INUED PROPER FUNCTlONING. WfiITTEN RECORDS SHALL BE KEPT OF' WEEKLY REVIEWS OF THE ESC FACILITIES
<br /> 6. \ ALL MANH(3LES OVER 3 FEET IN HEIGHT SHALL BE PROVIDED WITH A LADDER OR STEPS PER CITY OF EVERETT STANDARD DRAWING N0. DURING THE WET SEASON (OCT. 1 TO ARRIL 34) AND OF MONTHIY REVIEWS DURING THE DRY SEASON (MAY 1 Tp SEPT.
<br /> _ � 606. 30)'
<br /> � ' 7. ANY AREAS OF EXP4SED SOILS, fNCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS
<br /> 7. IANR(I�G PLATFORMS WILL BE R�QUIRED FOR ALL MANHOLES WHEftE TNE LADDER HEIGHT EXCEEDS 20 FEET. DURING TFIE WET SEASON OR SEVEN DAYS DURING THE QRY SEASQN SHALL BE IMMEDIATELY STABILIZED WITH THE
<br /> . �: � .;
<br />� 8. SUBMIT SHC?P DRAWiNGS FOR ALL NEW MANHOLES TO 7HE ENGINEER �OR APPROVAL. NO MANHOLE 5HALL BE MANUFACTUREQ PRfOR APPR4VED �SC METHORS (E.G. SEED{NG, MULCHING, PLAS7IC COVERlNG, ETC.). '
<br /> - T0 APPROVAL OF SHOP DRAWINGS $, ANY AREA NEEQING ESC MEASURES THAT DO NOT REQUIRE IMMEpiATE ATfENT14N SHALL BE ADDRESSED WITHIN 'FIFTEEN '
<br /> T � .: 9. ALL PIPES SHALL BE CL�ARLY MARK�D WITH TYPE, CLA5S AND THICKNESS, AS APPI.ICABI.E. LETTERlNG SHALL BE LEGtBLE AND (15) DAYS. �` "�
<br /> _ PERMANEN7 _UNDER NQRMAL CONDI?IONS OF HANQLING AND STORAGE. • �,,�.. �
<br /> _ , 9. THE ESC FACIUTIES ON fNACTiVE 51TES SHALL BE INSPECTEl3 AND MAINTAINEQ A MINIMUM OF ONCE A MONTH OR WITHIN ,
<br /> 10: UNLESS AUTHORIZEp BY THE ENGINEER, NO PART OF THE SANITARY SEWER SYSTEM SHALL B� COVERED, CONCEALED OR PUT lNT� USE FOR'i'Y E1GMT (48) HOURS FOL�OWiNG A STOftM EVENT. � : �
<br /> . � N T ST I P TED AND APP V Y THE PORT,
<br /> _ UNT T S BEE E ED NS EC R4 EQ B
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<br /> _� � 10. AT N0 TIME SHALL MORE THAN ON� (1) EOOT 0�' SEDIMENT BE ALt,OWED TO ACCUMULATE WITHIN A CATCH BA$IN. ALL .
<br /> - - . 11. STAKE ALL SEWER MAIN EX7ENSIONS WlTHW 7HE PUBLIC RIGHT-OF--WAY OR IN EASEMENT FOR LINE AND GRADE PRIOR TO STARTING CATGH BASINS AND CONVEYANCE I.INES SNALL BE CLEANED PRIOR TO PAVING. THE CI.EANWG OPERATION SHA�L NOT .
<br /> � C4NSTRUCTION. FLUSM SEDIMEN7-LADEN WATEf� INTO THE DOWNST�EAM 5YSTEM. � .
<br /> . _ �
<br /> � ' �`-� " 12, CLEAN AND FLUSH ALL SEWER LINES WITN CLEAN WATER PR10R TO TESTING. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROAD� SHALL BE INSTALLED AT THE BEGINNING Of CONS7RUCTIQN AND - � '.;`�
<br />. � MAINTAINED EOR THE DURATION OF THE PROJECT, ADDITION�L MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO '
<br /> Z 13. RECONNECT ALL EXI5TING AND ACTIVE SfpE SEWERS TO NEW MAINS WHEfHER SHOWN OR NOT lN DRAWINGS. SIDE SEWER LOCATIONS ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION �F THE PROJECT.
<br /> � � SHOWN ON THE DRAWINGS ARE APPROXIMATE ANp SHALL BE SUBJECT TO RELOCATION IN THE FIELD. INSTALL TEE OR WYE BRANCH TO
<br /> � o SEWER MA{N LINE AT LOCATION DESIGNATED OR APPROVED BY 7HE ENGINEER. ALL SIDE SEWERS MAY NOT BE AS SHOWN ON THE 12. ANY PERMANENT FLOW CONTROL FACIl.ITY USED AS A 7EMPORARY S�`fTLING BASIN SNALL BE MOD1FlED WETH THE ����
<br /> , J � PLANS. NECESSARY EROSION CONTRQL MEASURES AND SHAI.l. PROVIDE ADE4UATE STORAGE CAPACEN. I� THE FACILiTY IS TO , •- _ `,
<br /> FUNCTION ULTIMATELY AS AN INFfLTRATfON SYS7EM, THE TEMPORARY FACILITY MUST BE GRADEQ SO THAT THE BOTTOM , ,
<br /> � 3 14. SOME �EXISTfNG DRY SIDE SEWERS ANQ CAPPED TEES MAY BE ENCOUNTERED ON THIS PROJECT. VERIFY WITH ENGfNEER IF AND SIDES ARE AT LEAST THREE FEET ABOVE THE FiNAL GRADE OF THE PERMANENT FACILITY. �
<br /> � � REPLAG�MENT SIpE SEWER iS REQUiRED. ,
<br /> � � � 13. WHERE STRAW MU�CH FOR TEMPORARY EROSION CONTROL IS REQUlRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS �
<br /> : o� 15. AFTER BACKFIL� A�L SIDE S�WERS AND STORM DRAIN CONNECTIONS SHALL BE TESTED IN AGCORDANCE WI7H WSDOT STANDARD OF' 2 TO 3 INCHES. '
<br /> `,� , � SPECIFICATIONS 7-17.3(2}F: SIDE S�WER$ AND S70RM DRAiN CONNECTIONS THAT ARE RECONSTRUC7ED OR REPAIR£D TO A LENGTN OF � � .
<br /> _: � 10 FEET OR MORE SHALL BE TESTEn F"OR WA7ERTIGHTNESS SIMULTANEOUSLY WITH THE MAIN LINE lN ACCORDANCE WITH WSD4T 14. PRIOR TO THE BEGINNING OF 7HE WET SEASON (4CT. 1), ALL DISTUR6ED AREAS SMALI. BE REVIEWED TO IDENTIFY WHICH
<br /> � N STANDARD SPECIF'ICATIONS 7-17.3(2)F: 7�STING OF NEWLY RECONSTRUCTED SECTIONS OF SIDE SEW£RS CONSISTING OF A SINGLE ONES GAN BE SEEDED IN PREPARATION FOR THE WINT£R RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN QNE WEEK ' �
<br /> M LENGTH OF` P{PE WILL NOT BE REQUIRED. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE PORT INSPEGTOR. OF THE BEGIt�NlNG �F THE WET SEASON. A SKETCM MAP OF TH{�SE AREA$ TO REMAIN UNCOVERED SMALL BE SUBMITTED ''
<br /> :_ � � .
<br />. `, o TQ THE CITY COIV5TRUCTtON iNSPEGTOft. TME CITY CONSTRUCTiON INSPECTOR CAN REQUIRE SEEqiNG UF ADDITIONAL
<br /> � ; � 16. TEMPORARY BYPASS PLANS FOR ALL SANITARY SEWER ANQ STORM DRAIN SYSTEM SHALL BE SUBMIT(ED TO THE PORT FOR APPROVAL. AREAS IN ORDER TO PROTECT SURFACE WATERS, ApJACENT PROPERTlES, OR DRAINAGE FACILI7IES. ,
<br /> , _.. _ �. : :
<br /> 0 17. TEMPORARY BYPASS SHALL BE INSTALLED AND FULLY 'CIPERATiONAL PRIOR T� REMOVAL OF ANY SANlTARY SEWER MAINS �R MANN4�ES. ; ; ,� ���:
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<br /> - N 18. STRUCTURAL �iLL OR C58C OR GRAVEL BORROW WIL� BE REQUIRED F4R BACKFILL AROUNR ALL NEW MANH�LES. '
<br /> . �, �
<br /> � -
<br /> � ' � 19. GONTRAC70R SHALL VERIF`l INVERT ELEVATIONS ON EXISTING AND PROPOSED MANHOLES. NOi'IFY TME ENGiNE�R IF ELEVAI'IONS DIFFER �
<br /> � a PRIOR T� 4RDERING MAIVHOLES AND PRIOR 70 BEGlNNING ANY _P1PE iNSTALLATlON. �
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<br /> - ; 1--8Q0-424--5555 ��VI��/�D �0� P��l�l�' IF SHEET IS LESS THAN 22x34 ,
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<br /> . STEWART AUGUST 201$ P NO
<br /> - � 425.493.5229 �, � � -O--O 'r-J -O
<br /> . www.otak.com 1 11/9/18 KCK CITY AF EVERETT GOMMENTS �. . ; DRAWN BY: CHECKED BY: -
<br /> AN � GREASE 1NTERCE:PT� RS
<br /> � VE�RETT .
<br /> _ . � . A. KAYANDA N. VANDERHORST PRO�IECT
<br /> No. MR--SM-2017--06
<br /> . o R.O: BOX 538 �t�. _ �
<br /> . .. . � Q 8/15/18 KCK ISSUEO FOR PERMiT REVIEW ��.t*�' � APPROV
<br /> � EVERETf, WA 98206 ,�� � . �� ��" �;�
<br /> � _ , � (425) 259-3�64 R g ,� o � GENERAL. N�TES, LEGEND, AND ABBREVIATI4NS � � '� .
<br /> SHEET N0. 2 0� 14
<br /> o OJECT 324 N0. DATE BY REVISION N0. DATE BY REVISIQN "' � �
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