N.E, 1J4, S.E. 1/4, SECTiOld 18, 74WNSHtP 28 NORTH, RANGE 5 EAST, W.fll{{.
<br /> GENERAL Nt�TES u�.� w
<br /> 1. ALL WQRK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF
<br /> � � �
<br /> C RRENT WASHIN TON NSTATE DEPARTMENT OF TRAN5PORT'TIAON fAMERICAN Q
<br /> PUBLIC WORKS ASSOCIATION STANOARD SPECIFICATiONS FOR ROAD, BRIDGE, � �
<br /> AND MUNICIPAL CONSTRUCTI4N, AND THE CURRENT W.S.D.O.T. HYDRAUUCS � a � �
<br /> MANUAL aQ = t.1
<br /> 2. ALL WORK PERTAINING TO THIS PR4JECT SHALL 8E SUBJECT TO CONSTRUCTION SEQUENCE ANQ SCHEDULE �o � z a
<br /> INSPECTION 8Y THE CITY INSPECTOR OR DESIGNATED REPRESENTATIVE. �as' `�
<br /> 1. SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH CITY OF EVERETT
<br /> P R I O R T Q A N Y S I T E W O R K, T H E C 4 N T R A C T O R S H A L L C O N T A C T T H E C I T Yr. Q
<br /> PLANNING AND DEVELOPMENT SERVICES.
<br /> INSPECTOR �425} 339-7404 TO SCHEDULE A PRECONSTRUCTION � U �
<br /> CONFERENC . � � 3. I N S T A L L S T O R M O U T F L O W P I P E S Y S T E M W I T H I N W S D O T R O W. �s � m
<br /> 3. THE OYIMER IS RE5PONSIBLE FOR ENSURING WATER QUALITY. THE �WNER � 4. INSTALL TEMPQRARY EROSION CONTROL FACILITIES. � �
<br /> SHALL RETAIN A CERTIFIED EROSION & SEDI�AENTATION CONTROL LEAb
<br /> (CESGL) FOR THE PURPOSE OF MONITORING WATEf2 QUALITY 8c EROSION 1 I � U �
<br /> CONTROL COMPUANCE DURING CONSTRUCTION. A CIVIL ENGINEER SHALL BE � � 5. GRUB ANB ROUGH GF�ADE THE SITE FflR DRIVE AISLE, BUILDING AREA ANd 3
<br /> RESPONSIBLE FOR ANY REVISIONS Td THE APPROVED EROSION CONTROL � � � OETENTION VAULT. � 3Q � �
<br /> PLANS. �t�- � � 6. PROTECT DISTURBED AREAS AS NEEDED. � � � �
<br /> 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER t � j 7. INSTALL ST4RM DRRIN AND DETENTION VAULT AND TANKS. INSTALL INLET �
<br /> CONSTRWCTION IS IN PROGRESS. (INCLUDING A COPY OF THE CITY QESIGN ��' , PROTECTION. � � �`" � o 0
<br /> AND CONSTRUCTION STANDARDS AN� SPECIFlCATIONS} ,. �, � �
<br /> ; , � � �6�,. � �
<br /> � 5. ALL SITE WORK IMPROWEMEMTS SHALL BE CONSTRUCTEO IN ACCORDANCE f�/ / � �: 8. GONSTRUCT STORAGE BUILDINGS.
<br /> WITH THESE APPR4VED pLANS. ANY DEVIATION FROM THESE PLANS WILL ;��` -�- ��� �' � �` � 9. FlNISH GRADE.
<br /> REQUIRE PRIdR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE � , � � ��. RE VI S I 0 N S
<br /> PU6LIC AGENCIES. � 1 �.
<br /> �`� � �,. 10. INSTALL PAVEMENT, CURB, GUTTER, AND SIDEWALK. ��.�MPL
<br /> 6. ALL LOCATION5 OF EXISTING UTILI?lES SHOWN HEREON HAVE BEEN - f � ��,`O ` � �°` �_ 11. AFTER ALL UPSTREAM AREAS HAVE BEEN STABILIZED, REMOVE � T I TE nN o�
<br /> ESTABLISHED BY FIELD SURVEY OR OBTRINED FROM AVAILABLE RECOROS 1{ `� �' B ACCUMULATED SEDIMENT FRQM STORM DRAINAGE SYSTEM.
<br /> AND SHAULD THEPEFQRE BE CONSIDERED APPROXIMATE ONLY AND NOT Y;'� , � jf � ��'� � ry � �
<br /> NECESS RILY COM LETE. IT 15 THE SOLE RE5PONSIBILITY OF THE , �' I W
<br /> CONTkACTOR TO INDEPENOENTLY VERIFY THE ACCURACY OF ALL UTILITY � � �� / FO`ND 3" X 3" ONC MON 13. STABWZE ALL REMAINING DISTURBED AREAS. � � �
<br /> LOCATIONS SHOWN AND TO FURTHER DISCOYER AND AV010 ANY OTHER � � �" I-�5 RtGHT OF WAY
<br /> - UTIUTIES NOT SH4WN HEREON WHICH MAY BE AFFECTED BY THE \ ',��' j�'��i`� a WJ�1" SQUARE L�AD PLUG 14. REMOVE REMAINING lEMPORARY EROSION CONTROL FACILITES. VICINITY MAP a � � �
<br /> - IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL C�NTACT THE '' � � � ��' & TA�K AT GRADE�� 0.2 N. X SCALE 1 =2000 x W �+ � \
<br /> UNDERGROUND U1IUTIES LOCATION SERVICE (1-800-424-5555 AT LEAST I �' � �� -'" 0.2'E.\QF CALG (3�07) -
<br /> A � o �-, Z
<br /> 48 HOURS F�RIOR TO CdNSTRUCTION. THE DI�INER 4R HI5 REPR�SENTATIVE / � :/� �` � ��
<br /> AND THE ENGINEER SHALL BE CONTACTED 1�1MEDIATELY IF CONFLICTS EX1ST. /� � ,/��' ` �f �'� �t \`�,, \ W pq
<br /> 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ltDEQUATE �� � ��� �`' �� � '����+� � - �� �`� `\ �- w � �
<br /> .' e E. , Permit#: PW1410-003 ��'l��yQl�/�0� Z x E-+ pq W
<br /> 5AFEGUARD5, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLRGGERS. AND ,�j � � `�i ,�e� a �.x�����a`:'�.�'� .._, ` `�.. \ Site Address: 1610 SE EVERETT MALL WAY { W 1���'�'�J�I � x �C p �'' ,
<br /> ANY OTHER NEEDED ACTIONS Tt3 PROTECT THE UFE, HEALTH AND SAFETY !' � �� � �., �.` ti�.�' �� -� ��; °�, �-- � A U A � w
<br /> � � �.��� �����.�� �,��N \ �
<br /> OF THE PUBUC, AND TO PR4TECT PRQPERTY IN CONNECTION WITH THE / � � �` ���.e ��' �:' �.� � �,� ��L, N7 BOUNDARY LINE PER Owner: INTEGRALNORTFfWEST
<br /> PERFORMANCE OF WORK COVERED BY THE CONTRACT. ALL SECTIONS OF f � 1 ;�° -�-'' '� "� � "' $"' � -- �� 3�'3 . � �s
<br /> THE WSDOT STANDAR'J SPECIFlCATIONS 1-07.23 - TRAFFlC CONTROL / � �r' ���� � ��-- �'a�''�'` ". 2 �'�''� � ��"� � LEGAL DESCRIPTION. � � Tenant_ ANTNEM SELFSTORACCE
<br /> �"�= 225; , \```� FQUND 3 X 3 CONC MON
<br /> A Date: 10/3/2014 �t
<br /> � / � i � Q ���� �� � -`` � „� i � W/ 1 SQUARE LEAD PWG Pro osed Use: �
<br /> '' , p�.
<br /> SHALL APPLY. �/ / ��,�.��� - �o.��� , �� ��'�� ; � »
<br /> f � � r� � � - ' �"�c,�„�. �" ` ��, & TACK AT GRADE, 0.1'N. X P T^+
<br /> 8. THE CONTRACTOR 5HALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY j� t� � ����# �.��----����.:v. ��_ ' j� �� t
<br /> SWEEPING. WASHING OF THESE STREETS N+ILL NaT BE ALLOWED WITHqUT 1 � � ��`�* °� �-� »� �";'-� `�''�• �� ' � ��,� ,--------------..-__.__ 0.2 E. OF CALC. (3/07) Descriptian: SITE DEVELOPMENT FOR ANT}fEM SELF V +.4".,
<br /> PRIOR GITY ApPF�OVAI. �� � � �iG,y�,k ��, ���� � ����� ����- � �.�.,� �- �,..�� �,'� � , i _ ; u� �
<br /> � � ST�RAGE � �
<br /> 9. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITiONS PRI4R TO INITIATING ;�� �` �'�� �' '� ��_���' � ��'' t �� � �� � ��' �� �� �' ' O i'''r
<br /> � �, � _ ,� �� ;,, ' ��.,�,��� � � �` � �•�� FOUND 4" X 4" CONC / � c�
<br /> WORK. THE ��NTl2ACTOR/OWNER SHALL NOTIFY HBA DESIGN 6ROUP AND f� � '��- � ,�°� � ' .� � r�-^�`, �� � ���'�� � � � ��- � � Reviewed By: Date: �'V
<br /> � �, 1, �. � � ° .��w� � � --z-w. �� �� �s.��, R�W MARKER. �07) ,� � f-- � � �
<br /> THE CITY ENGINEER WHEN CONFLICTS OCCUR BET4YEEN THE PLANS AND 1, � ,�`��,^� ���f/ \ s' ���� , , �� � �-°-..,� � �� � �s������ � �' � `�'�' cy m
<br /> FIELp CONDITIONS. CONFLiCTS SHALL BE RESOLVED PRIOR TO PR4CEEDING ��`�� ,!I > > � ;��' ���; -���� �f � � y��.,, � :,- ��, ;��,�,� � ������ � �_ �����,;s � � �- , �'�� ; >> % _Office Set �ob Site Set Fire/Planning Set � '�' op h
<br /> WITH CONSTRUCTION. �a� ,�; �� ,�'� ��1�%"�' ! <�` `fpri�< # ��`�;�� �-� ��s,� �'`'�- >`d '`� ,� � ,� /'� /� l � I/ O I-�- � �
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<br /> / �= 10 LANDSCAPE ��: � � ' � '�-4 f� � f ,/ I i r Q � o
<br /> 10. UNLE5S 4THERWISE NOTED, THE CONTRACTOR SHALL BE RE5PON518LE FOR f� : � -�- .� r. �� ` }��/ "°�� ��� "�� r � , � � � ; ii ,; = 2 op Q, o 0
<br /> ,> ��"�. � _�.� � � � �,,,?
<br /> CbORDINATING ANY UTILITY RELOCATIONS. � % r ar� t� BUFFEl� � �;f � ��: �,` ,� �' ��;.,.��� ;' ���� j� '� �-r,. '"~�--��,���,��� .,.,�,;;, �r ,�a_-_ __,.�.� ., i' ,/ f : l j ,l , ,� `=� � „ � � � �
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<br /> 11. PERIMETER FENCE: ENTIRE PROPERTY SHALL BE ENCLOSEO WITH A i; ,,-� ,� ° ; ; ' _. ` r�� ,�� �,�.,.. ;! :i.�,� <., : ;' r" �; �� �� ,. ' �� '' i � , ,' �� ' + ;; 1 ! ,� ._'., � H �p � '� � >
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<br /> SHEET INDEX � � � �� � � --_ �
<br /> ��; ��-.�0 `"`�Q�:� ; �,p�Y; ��„���" ;�� ��; � __- ;� ,� � APPLICANT/�YVNER PROJECT ENGINEER/PLANNER �P �� ��
<br /> SF1.0 SITE PLAN '�'8 c � ,���p � ° �.�, ���. ������ „�-• �_ ��- �5.20 ANTHEM SELF STORAGE (EM), LLC HARMSEN & ASSOCIATE�, INC.
<br /> �8 ` �`�"`-� �-�� ,��.�,���;�� �� - &���,8» E^'� �'��' '` �,��� F'� C/0 JOHN LAKHANI 16778 146TH ST SE, STE 1d4 �
<br /> C1.0 EXISTING CONDITIONS Sa .� l3 ` , �.;��, , �...., __ ____.J_
<br /> � -�'' �_'_� -�- �y 77� 8115 BRQADWAY 204 MONRt7E, WA 98272
<br /> "---___.,__�____�,r.�.---"" j 3 ,� ' _ ! c � ° i...-. EVERETT� WA 982�3 {360} 794-78113
<br /> C2.0 T.E,S.C. PLAN � � � �' ' ; . e' �` .-_- � PLAN�7 ���� ': �� (425} 438-1811 MICHAEL E. RYAN, PE
<br /> � �. . ' ��'� `�, ��'��=-""� � __-_ BOUNDARY LINE PER
<br /> o �, .. � � �-� MichaelR�Dliormsenlnc.com
<br /> C2.1 GRADING & T.E.S.C. NOTES AND q� ��� ; - �--��"J LEGAL DESCRIPTION �
<br /> DETAILS � ��2� .�- ��-`" 2 �268H26gEN ROS �c sE vicEs �� PROJECT SURVEYOR OFFSITE WATER EI�tGINEER �
<br /> C2.2 CITY STANDARD QETAILS � 0 26� �r�.--��'" PUB1_fC WORKS: � �
<br /> . -�`� _--�� FOUND 1 2" IRON PIPE , MEAD GILMAN & A5SOCIATES CSP ENqNEERIN6
<br /> r--'"�~���f' 1.7'N. X 0.6'E. OF ION P N G DEi aRTMENT 17625 130TH AVE NE JEFREY S HAYNES, PE �
<br /> C3.d GRADING, DRIVEWAY, PAVING & WALL PLAN � Q
<br /> !' C A L G 3 0 7 A P ii wnans MIT IS REQUIREDPRIOR P.O. BQX 289 1b37 NE 651H STREET �153 z
<br /> C3.1 DRIVE AISLE SECTIdNS � � � TO STARTti�G A:JY CUNS7RUCTION ON TFNS WOODINVILLE, WA 98072-8706 SEA7�i.E, WA 98115 � �
<br /> CtTY EN EER pR01ECT. H}'Q�GVAL FOR rMis PRo1ECt IS (425) 486-1252 (206) 406-9965 �
<br /> C4.0 DRAINAGE PLAN FOUND 1/2" REBAR :�" CONDI7�0!vAt. ER CUR�ENT STANOARDS E�IAILOCSPENqNEERING.COM
<br /> C4.1 STORIN DRAIN & QRIVEWAY PR�FlLE & CAP "BCE fi22$" ���� /WD EXP�RES��r�r/� UN�ESS PERMIT � � Z
<br /> FOR CpNSTRUCTION HAS BEEN �ssu�� GEOTECHNICAL ENGINEER PR�JECT ARCHtTEGT ♦� �
<br /> ��Id7� _ ASSOCIATED EARTH SCIENCES SELLENTIN TRUE DESIGN BUILD Z v� �
<br /> C�F.2 DETENTION VAULT PLAN & CONTROL �-�` :" • J "
<br /> „`CC- ��.��I"t�f_'�r� ��1.�/if G,�j��=�-� ��� � '1�;. 911 5TH AVE SUITE 100 16504 9TH AVE SE SUITE 106 � � �
<br /> �f KIRKLAND, WA 98033 MILLCREEK, WA 98012 � �
<br /> STRUCTURE DETAIL LEGAL DESCRI PT10N � n
<br /> C4.3 WSDOT STORM OUTFALL PARCEL A: .�-,� �,_-;�y��l/ � ,,: ;,,,o��t,�:, �,:�;' (425)827-7701 (206) 715-2452 � � � 3
<br /> UTILITY EASEMENTS LEGEND � � o
<br /> C4.+F STORMFlLTER DETAILS THAT PORTION OF 11iE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST � � �
<br /> THESE U1ILITY EASEMENTS HAVE BEEN RESERVED FOR AND GRANIED TO ALL UTIUIIES SERVING THE QUARTER OF SEGl10N 18, TOYMNSHIP 28 N�RTH, RANGE 5 EAST, W.M.. DESCRIBED AS TAX A�COUNT NUMSER SITE LOCATiON = �n
<br /> C5.Q FRONTAGE IMPROVEMENTS PLAN TENJFEET P RALLEL WITH AND AD OIN G THE STREE�RFRONTAGE OF ALL LOTS AN[3 TRACTS IN WHICH //�/�// EXISTING PAVEMENT FaLLaWS: 284518-004-003-04 EVEREI?, WA � � � � N
<br /> TO INSTALL LAY C6NSTRUCT RENEW OPERATE AN� MAINTAIN UNDERGROUND CONDUITS, CABLES, BEGINNING AT THE NORTHEAST CORNER QF SAID NORTH HALF OF THE NORTHEAST �"" x
<br /> L1.0 ON-SITE LANDSCAPE PLAN PIPES, AND� WIRES, TOGETHER'WITH THE OTHER NECESSARY FACILITIES AND EQUIPMENT, FOR THE � ' � � Y ;` QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18; THENCE NORTH 8�'49' WEST W � J
<br /> 3'��� � � �.,� PROP�SED PAVEMENT �
<br /> PURPOSE OF SERYING THIS AND OTHER PROPERTY WITH UT1LITY SERVICE, TOGETHER WITH THE RICHT �`'-�� � e�' ALONG THE NORTH UNE QF SAID SUBQIVISION FOR 955 FEET, MORE OR LESS, TO
<br /> WS1.Q ON-SITE WATER AND SEWER PLAN Tb ENTER UPON THE PROPERTY AT ALL T1MES FOR THE PURPOSES HEREW STATE�. ALL UTIUTY LINES EASTERLY RIGHT OF WAY OF THE OLD BROADWAY CUTOFF (PRIMARY STATE HIGHWAY Z �
<br /> N0. 1 AS SHOWN IN YOLUME 261 OF DEEDS ON PAGE 266, RECOROS OF SNOHt7MISH
<br /> O 3
<br /> SHALL BE PLACED UNDERGROUND. THESE EASEMENTS ENTEREQ UPON FflR THESE PURPOSES SHALL BE . �; . N.A.V.D. 88 ` �
<br /> a �,- ::. COUN , WASHINGTON; THENCE SOUTHWESTERLY ALONG SAID EASTERLY LINE FOR 550
<br /> RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITI4N. THESE EASEMENTS SHALL PRECLU�E EXISTING CONCRETE TO R POIh1T OPPOSITE ENGINEER'S STATION N0. 94 PLUS 00 ON �DATUNf N.A.V.D. 88-3.60' = N.G.V.D. 29 V T� �
<br /> GRADING OR ANY RECONTOURING OF THE LAND; PLACEMENT OF STRUCTURES, 4VELLS, LEACH FIELDS, � � � � FEET, MORE OR LESS, __ ___ ____ �
<br /> SAID HIGHWAY; THENCE SOUTHEASTERLY AT RIGHT ANGLES FOR 50 FEET; THENGE O��GiNAL SNOHOMISH COUNTY POINT ID 1911, POINT NAME IS3136, 2
<br /> AND ANY OTHER THING; EXCEPT UTILITY FACILITIES. NORTHEASTERLY PARALLEL TO SAID EASTERLY LINE OF SAID HIGHWAY FOR 21 FEET � „ i'
<br /> '��a� '.'���.���a� '.'� THE TRUE POINT OF BEGINNING; THENCE CONTiNUE NORTHEASTERLY PARALLEL TO SAID IRON PIPE W/ BRASS DISK W/ ACK. DOWN 1.10' IN CASE. Q �
<br /> :.'d'e�p :.�d'e PROPQSED CONCRETE EASTERLY LINE OF SAID HIGHWAY FQR 249 FEET; MORE OR LESS, TO A POINT ELEV. = 442.62 �
<br /> UNDERGROUND UTILITY NaTE OPPOSITE APPROXIMATELY HIGHWAY ENGINEER'S STATION N0. 96 PLUS 55 QN SAID
<br /> HIGHWAY; TIIENCE SOUTH 73'40' EAST FOR 225 FEET; THENCE SOUTH 17'22" EAST TB11A - ,A: FND. RAILRQAD SPIKE IN ROADSIDE POWER POLE �
<br /> EX. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPDN SURFACE INDICATORS. NO a-�.�.���e= � ,_� FOR 181.3 FEET; THENCE SOUTH 77'S1' WEST FOR 245.2 FEET; THENCE NORTH WfTRANSFORMER AND UGHT W/UNDERGROUND. f18 FEET c�
<br /> "4=„• fr-:��' LANDSCAPE AREA � � SOUTHYVEST OF CORNER OF PROPERTY ON THE EAST SIDE OF 3
<br /> UNDERGROUND LOCATE SERVICE WAS UTIUZED FOR THEIR LOCATION. THE U8E OF THIS MAP FOR , <�.t a. 64'24 52 WEST FOR 181.29 FEET TO THE TRUE POtNT OF BEGINNWG,
<br /> PRD�ECT NOTES THEIR EXACT LOGATION IS NOT WARRANTED. PRIOR TO CONSIRUC110N. USER SHOULD CALL THE ° " ��`" �� (SR 99) S. BROADWAY. �
<br /> 1. BENCHMARK AND VERTICRL CONTROL PROVIDED BY MEAD UTILITY LOCATE SERVICE AT 1-800-424-5555, 48 HOURS BEFORE CONSTRUCTION. PARCEL B: ELEV. = 528.94' v�i
<br /> V GILMAN & ASS4CIATES. PROPERTY BOUNDARY LINE TBM - B: "+" PUNCH ON THE SOUTHWESTERLY CORNER OF LIGHT POLE -ai
<br /> 2. SURVEYaR RESPONSIBLE FOR BOUNDARY AND TOPOGRAPHY THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF f35 NORTH OF NOR?HWEST CORNER �F PROPERTY.
<br /> ONLY. NPDES STORII�WATER POLLUTlON PREVENTION PLAN SEC110N 18, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M., DESCRIBED A5 FOLLOWS:
<br /> 3. DRAWINGS PREPARED BY HBA DESIGN GROUP, EVERETT, BUFFER UNE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION HERINAFTER ELEW - 52�•2�' p
<br /> 1NIS CONSTRUCTION PLAN SET, TOGETHER WITH THE ACCQMPANYING WRITTEN DRAINAGE �
<br /> WA' ANALYSIS/SWPPP REPORT, CONS117UTE A STORMV4<4TER POLLUTION PREVEN110N PLAN {SWPPP) PER ?HE EXISTING CENTERLINE REFERRED TO AS HES) 94+60 ON THE SR 99 LINE SURVEY OF SR 5, SWAMP CREEK
<br /> 4. NO DUPLEXES ARE PROPO5ED. . T4 JCT. SSH N0. 2-J, AND 5Q FEET SOUTNEASTERLY THEREFROM; THENCE • _
<br /> 5. SI'�E IS NOT LOCATED IN A FLOOD HAZARD ZONE. REQUIREMENT5 OF SECTION t1-3.1 OF D.O.E. S Z005 PUGET SOUND STORMWATER MANAGEMENT MANUAL. v
<br /> 6. SITE SOILS ARE ALDERWOOD-UFtBAN LAND CQMPLEX. CONTRACTOR SHALL HAVE AVAILABLE FOR ON-SITE INSPECTION A CQPY OF THE STORMWATER PROPOSED CENlERLINE SOUTHEASTERLY TO A POINT OPPOSITE SAID HES ANQ 10Q FEET SOUTHEASTERLY i a
<br /> THEREFROM; THENCE SOUTHWESTERLY PARALLEL WIlN SAID SR 99 LINE SURVEY TO A CALL TW� BIJSINESS
<br /> 7. UTILITIES ARE T O B E L O G A T E€3 U N t 7 E R G R 0 U N D. PO LL U T I Q N P R E Y E N T I O N P L AN (A S I N C O R P O R A T E D I N T O T H I S C C 3 N S T R U C T I O N P L A N S E T) A T A L L T 1 M E 5 P O I NT OPPOSITE HES 94+20 THEREON; THENCE NORTHVYESTERLY TO A POINT OPPOSITE 1 � � �,
<br /> PROPOSED FIRE LANE �
<br /> _ 8. SLOPES ON SITE DO NOT EXCEED 33%. THAT WORK IS IN PROGRESS. OWNER IS REQUIRED TO APPLY TO WASHINGTON STATE DEPARTNfENT OF SAID HES AND 50 FEET SQUTHEASTERLY THEREFROM; THENCE NORTHEASTERLY DAYS BEFORE YOU �IG
<br /> 9. EXISl1NG ONSITE TREES WILL BE REMOVEO. ECOLOGY FOR A CONSTRUC110N STORMWATER GENERAL PERMIT AT LEAST ONE MON7H BEFORE PARALLEL WITH SAID SR 99 LINE SURVEY TO THE POINT OF BEGINNING. �`��' a
<br /> 10. THERE ARE NO ExISTING S7RUCTURES ONSIlE. COMMENCING SITE-OISTURBING ACTIVITIES. CONTRACTOR SHALL SUBMIT NOTICE OF TER�IINA�ION TO EASEMENT LINE �I�SOO���4-SS '�J�J ������ -'
<br /> �.O.E. WHEN WORK IS COMPLETE AND SITE IS STA6ILIZEO. BUILDING SETBACK LINE SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. �
<br /> ;a+fPU811SNE0 WORK COPYfi'fGHT�20i3 BY HARMSEN de ASSOG7AIES!NC -
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