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.N� 1/4, ►5E 1/4 SEC. 30 T.28 .�.OS. . W. .
<br /> �� i � i � ' �, �, � � _ _ _ _ -- --� TESC� GRADING NOTE,S I,AND,SC.APE NOT�'S
<br /> Cl�'�' Q.�.��V��T�', WAS�!�G 01iT � _ _ _ -
<br /> � � �" l. THE i�EMPORARY EROSION CONTROt SYSTEM SHALL BE INSrALLED PRIOR TO ALL OTHER CONS1RUCl70N. 1) IANDSCAP/NG SHALL MEET THE REQUIREMENTS OF SUBSECTION
<br /> � �' 7.F.3 OF THE 1�1ND DNlSION ORDINANCE.
<br /> �� /� EX. HOUSE i'a I 2. WHERE POSSIBLE, MAlNTA1N NATURAL VEGETATION FQR SlLT CONTROL.
<br /> \ �� � `� i� � 2) STREET TREES MEETING Cli'Y STANDARDS SHALL BE REQUIRED AT
<br /> � i � 3. AS CONSlRUCT10N PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES AN AVERAGE OF ONE (1) TREE PER TH1R7Y �30) FEET OF
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<br /> \ � � � ` SHALL BE MAINTAINEO AND/OR ALTERED AS REQUiREO BY THE C17Y ENGINEER TO ENSURE CONTINUING FRONTAGE ALONG EASi' ORIVE.
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<br /> gs�� \ Q /� / � �' I � EROSION/SEDIMEMATION COMROt.
<br /> �� `� � / / ° ° 3) A FlVE (5) FOOT PLANTING BUFFER fS REQUIRED ON BOTH SIDES
<br /> �c � o ° 4. ACL DISTURBED ARFAS THAT WILL BE �EFT FOR 30 DAYS OR MORE DURlNG THE PERlODS OF MARCH 1 TO OFTHE EASEMENT DR1VE. STREET TREES SHALL BE PROVIDED AT
<br /> �� �___.._ ._ A .,._._____ � � � � I � ° MAY 15 AND AUGUST 15 TO OCTOBER 1 SHAtt BE tMMED/ATELY SEEOED WITH A M!X AND BY A METHOD AN AVERAGE OF ONE (i) TREE PER TH1R7Y (30) FEET, WITH
<br /> �� \ w � � � � � i1� � � � ° APPROVED BY THE CITY OF EVERETf PUBLIC WORKS DEPARTMENT AND MAIMAINEO UNTIL SEED GERMINA170N LqWN/SOD OR GROUND COVER.
<br /> IS ASSURED. lN ADDITION TO SEEDING, SLOPES OF 259' OR GRF.�ITER WILL BE MULCHED W/TH 2.0 TONS OF
<br /> � 6\i�i�H SOZlD WOOD EX1ST. WATER LM!r: \� // / � 4 a;_,- � a� STRAW PER ACRE, OR W1TH AN APPROVEO EQUAL. 4 1F PARKlNG IS LOCATED AT THE FIVE 5 F
<br /> FENCE PER PAINT PROPaSEO WALL / / � '�;;;,- � 0 � O OOT MINIMUM SETBACK
<br /> sr ��. MARK COCATIONS,� 3 FT X HEIGHT / / � ,4;�;: �" EX. CB _ , � a DURING TNE REST OF THE YEAR, TEMPORARY SOIL STABlLI74TION MUST BE APPUED IMMEDIATELY TO FROM THE PROPERTY LINE FOR LOTS 2-5, ONE OF 7NE
<br /> ��, � � / n ' CL / ��� R��_,�4,�.,z� s , a DISTUR8E0 ARFAS THAT WILL 8E LEFf EXPOSEO FOR 7 DAYS OR MORE, AND IMMEDIATELY TO SLOPES FOLLOWING WILL BE REQUlRED:
<br /> �CALE: 1�� �"" �O� \\ \�X � S89'�9 21 E 177.76 / I t�;� � � 1.E.-44�.1 12 a GREATER THAN 25q WJLL BE LEFT EXPOSED FOR 3 DAYS OR MORE, i) INTERlOR PROPERIY L1NE A FOUR (4) FOOT HI�H PRNACY
<br /> � \ ` -�� �f � .- -� � 5. THE PUBLIC R1GHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL FENCE WITH A MIX OF EVERGREEN AND DECIDUDUS TREES
<br /> � ���--�- �� PF - X �, x ���t f-�-�-� "" • � -` � AT FlFTEEN 15 FEET ON CENTER ON fACH S1DE OF THE
<br /> SEW ���_ -:�_�� �� � - � SSt�RH-8 � NOT BE ALLOWED. FAILURE TO COMPLY WITH 7H1S COND17lON WILL RESULT JN ALL WORK ON 1NE S/lE � �
<br /> � _----- w SCAPING �;�� �,
<br /> 20' 10' 0 20' 40' \\ � WATER ---_., ! �� ' "�- RlM=445.78 8 (SW) 4� BEfNG STOPPED. - FENCE (STAGGERED); OR
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<br /> � � E MT� Q9�" � 1 / _ _ _ ���� � l.E.=435.60 8" (N&S) � o�°`� 6. GRADING OUTSIDE CITY RlGHT-OF-WAY SHALL CONFORM TO CHAPTER 70, UN�FORM BUILD1NG CODE ii) A VEGETATIVE HEDGE TNAT WILL PROV1DE SUBStANT1ALLY THE
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<br /> 448 V i ` �� � � W � ( � ��` _ � -"` � + il � � � ABANDO/V LI1dE TO TNE N�EST� � SAME SCREENING AS THE FENCE OPTION WfTHlN THREE {3)
<br /> w � � _ � _--- / �- ;� ���, � � r � ( , a 7. COMPACT ALL F1t1S TO MINtMUM 959' MAXIMUM DENSITY. 1'EARS.
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<br /> l 10' TYPE ! lANDSCAPING R I --- � __�_ ss---�-`-
<br /> � � � � a � � 20' UTlL1T1' ESM�T. a 8• THE CONfRACTOR SHALL PROVIDE AND MAINTAIN TEMPQRARY SED1MEN�ATION COLLECT10N FACIU77ES TO
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<br /> � � � � _____ ---- - a MU � A,,,X ° (T BE A� �s � /� � � �. INSURE THAT SEDIMENT-1ADEN INATER D�ES NOT ENTER THE NATURAL ORAtNAGE SYSTEM. AS
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<br /> � � �• _-, _ s s---� 7�� ` �,J_ _ ! _ , r .- _ � -- �10'� I � � � I I I � FACILlTIES MAY !3E REQUIRED r0 tNSURE COMPLETF SILTA770N CONTROL OF THE PROPOSED PROJECT.
<br /> \ � ,1���� �I� �,�� SS SS� f .PE � I '� � 30 U,TI�ITY, ESM T. THEREFORE, DURING THE COURSE OF CONSTRUCTIDN IT SHALL BE THE 08LIGATIDN AND RESPONS181LlTY OF
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<br /> � ° THE CONTRACTOR TO ADDRESS ANY NEW CONDIIIONS THAT MAY BE CRFATED 8Y HIS ACTIVITIES AND TD
<br /> � � ss -----/--- Q � NDS� l�JG e � �`� I�� A.F. �86D8260134 PROVlDE A001TIDNAL FAC1UTlES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES.
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<br /> �..� 131.0� 3 E _____ _ � � � � _ ^ o a __ / � �� s a � , � C/L OF RD a 9. SUITABLE NATiVE MATERIA� EXCA�ATED DURING TRENCHING SHALL BE USEO FOR TRENCH BACKFILL UN�ESS
<br /> � - ��- NOTIFIED BY THE CITY ENGINEER THAT TNE NATIVE MATERIAL �S UNSUlTABLE. THE CIIY ENGINEER, OR HIS
<br /> , �` � � NEW 3 STORY �OFFICE ^ � � � � � C/L OF RW REPRESENTATNE, WILt EXAMINE EXCAVATED NATIVE MATERIAL AT THE TIME OF EXCAVATION TD DETERMINE !TS
<br /> � � � 449. �. 1.529' � �� ,E
<br /> � PEDESTRIAN G TE M,� y.�� #_ �\ � � � � � � 4 a SUITABIUTY FQR USE AS BACKF/LL. NATNE MAi"ERIAL WICL BE CONSIDERED SUlTABLE FOR TRENCH
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<br /> .. a • ,: a �, _.-- : U V!�U'I V� � � .�- ' � °O BACKF/LL IF IT IS:
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<br /> _ / � �Q� � " 1 h��1P��BUILDI �ABOVE °` 0 23,120 S.F / � �� ! \ � w � � I a a A. CAPABCE OF AITAINING THE DEGREE OF COMPACl70N SPECfFiE 1 D T
<br /> .S S M H D 8 � `� � � F.F. 4 4 9.7 5 , � D N C O M P A C l O N.
<br /> RIM=449.81 � I �6's PEDESTt�fAN � \ ��,R �,�F'�"°<�, '\ � � ` _ ` _ ._.- / �" � ��0 I � �. � � / 1 B. WITHlN REASONRBLE TOLERANCE OF OPTfMUM MOISTURE CONTENT.
<br /> 8 E&W CNTR CHAN 1E=437.71 � � MU WALKWAY �. .� �PS� `� : � / - a-a - - � - - ( � B� � � � �SStvtl�i-A� � '� . / C. RFASONABLY FREE OF ORGANIC MATERIAL, CIAY, FROZEN LUMPS, R�CKS OR OTHER DELETERIOUS
<br /> lE 1N -437.76 � �-- -'" � + - - ° � + � � � 1 � � � / , MAT7ER.
<br /> � )- / �` � s � �, � : I � R1M=447.35 � �
<br /> �� � � � a � 8 E, 1.E.-=43&.�5 � �- � 10. UNSUITABLE BACKFILL MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO AN APPRaVEO
<br /> _ � _ IE (DUT)=437.66 � � - - � s ��'i ° � 8'N&S 1 E.-4 8.50 �'
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<br /> � � _____..� Q ��� \ r, � � � � DISPOSAL SITE. 1NE C/JY ENGlNEER SHALZ BE PROVIOED WITH THE LOCAi70N OF ALL DISPOSAL SITES TO
<br /> � � � �Q 0.70q ��. p:: s�� �Q �_ \ I � < , I 5 I I � a BE USED AND A�SD COPIES OF THE PERMiTS AND APPROVALS OF SUCH DlSPOSAL SITES
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<br /> � � -- � � - \\ > ` `'��� ¢ ` � � < a ` . d . o ° ° , Q � �, ° ° � � `� �� .. 11. 1MPORTED MA7ERlAL SHALL MEET TNE REQUIREMENT OF GRAVEL BORROW AS SPECIFIED !N SECTION 3.16.1.3
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<br /> �, O � � �4%� 4 e. q ' : � OF THE DESlGN AND CONSTRlCTION STANDAROS ANO SPEC1FlCATIONS, OR CRUSHED SURFACING TOP COURSE
<br /> � �. �. }��� < ' ' � �- a �l �� � a � ° I I � AS SPECIFIED 1N SECTION 9-03.9(3) OF THE 1991 STANDARD SPECIFICATI�NS FOR ROAD, BRIDGE AND
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<br /> � � � sr � "; � � ° < a aQ- . � •
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<br /> S �` �. • \`so � ��- u �`'�.,, s __ ,.- -- ._ �°< �'n _<_d °a a.[]. .--- --r--�---•-�7--�- ,�- ;I°-0 ° I ( c� 5 � )2. TRENCH BACKFILL SHALL BE SP,�FAD IN tAYERS AND COMPACTED BY MECHANICAL TAMPERS OF THE M
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<br /> sr� 1 1`L � � � o ��,9 \ :�-Y-, � � - -� �,. ��_ / �" , ( TYPE APPROVED BY THE CITY ENGINEER. THE BACKFILL MATERIAL SHALL BE P�ICED 1N SUCCESSNE LAYERS
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<br /> WITH TNE FIRST LAYER NOT TO EXCEED 2 FEET ABOVE ]NE PIPE, AND THE FOLLOWING LAYERS NOT
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<br /> �`S � � ��� �I sr s �� '` �' � 3 �;"f f ~ � � � � �`9s :� . � ' _, � ° � � ° ho EXCEEDING 12 1NCHES 1N t00SE THICKNESS, WIT�-! fACH LAYER BEING COMPACTED TO THE DENSIIY
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<br /> � � � 0 _ � ` ° � /�� � I � .� A. I M P R O V E D A R F 4 S U C H A S S T R E E T A N D S I D E W A L K A R E A S S H A C L B E C O M P A C T E D T O 9 0 9' O F M A X(M U M
<br /> ^ 10.00' � � ( \ � � -� � ^ �p�°�� �� z � '� R� [� pS0 ; � � (/ � DRY DENSITY TO WlTH1N 3 FEET OF SUBGRADE. THE IAST 3 FEET SHALL BE COMPACTED TO 959' OF
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<br /> a MA1(IMUM DRY DENSITY.
<br /> EASEMENT � � \ �--`__ � Sg M �`� .�----�
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<br /> M � �, / __,_ \ u � - - k- i B. UNIMPROVED AREAS OR LANDSCAPE ARE4S SHALL BE COMPACTED TO 9 9'
<br /> �„� I � � ._._ � -- --� Y � a � 0 o OF MAXIMUM
<br /> cV �•-; p, � 4.��. ...,_��; �..- --- - - -- - - - - � f � � + � � � � DRY DENS11Y.
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<br /> o ( I � \ � �o�,, _..,�- , �:_� ` �v + ; a � �X d 13. TEMPORARY SICTATIDN PONDS Al�1D ALt TEMPORARY SI�TATlON COMROLS SHALL BE MAINTA1NED IN A
<br /> I c� � „a.,�....�--~-�"�" � •� \ � � � � _ � SATISFACTORY CONOt170N UNTJL SUCH TIME THAT CLEAR1NG AND OR CONSTRUCTION IS COMPLET'ED
<br /> I \ ��,.�.,�.•- � $ � { I I R(M �50.8�7 PERMANENT ORAINAGE FACILITIES ARE OPERATtONAL, AND THE POTENT/AL FOR EROSION HAS PASSED. � • •C.LEGEIVD
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<br /> 0. � � \ � � � = 14. APPROVAL OF TH1S PlAN DOES NOT CONSTt TUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PIPE'S, ��'''"-`�' ROCK CHECK DAM /
<br /> p��'� . ° " ��y�� � T� � s STOCKP�LE ARfA ��s ¢S I f; �� I RESTR�CTORS, OR DETENTION FACtUTIES; 8UT IS AN APPR01/AL OF �RADING AND SEDIMENTA170N CONTROL
<br /> -_____ °` � I _M .��. �-= m ����� \ � o � � ������ (TO �E REMOVED �,� � ��o �,T�
<br /> .5' I c� ���- � �� \ //�T�::� �' �h���h�"�� EX. HOUSE '`�� PRIOR TO �fCORD/N�) `sos �� - a I � � ° a PiAN ONCY.
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<br /> v p�� � A � MU ��� � 1 i. ALL ENVIRONMENTA�LY SENSITIVE ARF4S AND INElR BUFFERS SHALL BE fZAGGEO FOR EASY lDENTlFlCATJON CATCH EASlN 1NSERT
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<br /> � �K� � �` : � � o Q� f���!� / I�� __�._.....,�. . . _ Y � I 20',u7�Lr1Y ESM,T. BEFORE CLEAR1NG TAKES P1�CE. AFTER THESE ARF�1S ARE FLAGGED AND CtEARING UMlTS ARE APPR(3VED, PROTECTION (TYP.)
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<br /> ', . _,_ .�.-�. ..- - . � .N�..u.� :.:_..;,-::�:.v �� _�- ,_. -- _�- --� � � ,4.f: #8602140056 Q a AN ARF,q W1DE ENDUGH TO INSTALL A SlLi' FENCE AT THE CLF.ARING LtMITS, BY NAND OR MECHANlCAL
<br /> I TE'!4/pQR,qRY ` " �Q., �512�30 9�6 . � � , , TEMPQRARY � � MElNODS, MAY 8E CLF4RE0. Tt,'E TOP OF THE SlLT FENCE SHALL BE REFlAGGED AfTER INSTALL4170N. !F � �'" -"
<br /> � �- - - - - - - - - -.- - � - - _ _.._ _ _ _ � _ _ - • 5� 3•� _ _ _ � � _ _ _ _ _ _ _ _ �h 0• `ti �'� � I �,- A S1LT FENCE 1S NOT REQUIRED THE AREA CLF�RlNG UMtTS
<br /> -��Kf'ILE-AR�- � �_p�-��-- -j.�, ��$3 ��� ,� � �. _ �i CONSTRUCTION � , SHALL BE DELINEATED USlNG AN ORANGE BARRIER.
<br /> I (TO 8E REMOVED E. �tt�- - - - - -�h�h•�ti � N �c� �. CL
<br /> ' � °° 2. ALL PERIMEfER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND lNSPECTED
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<br /> -- � -f�RKlf�-�O�E£ORa1NG} � -------�-� � - , -� ---,. -..--.- �; ---_-__._._ 4, � __._..___..__ � ___.�.___ � __��___ ------�- �L�-�-- - ( BY THE PUBLIC WORKS �NSPECTOR PRIOR TO INIT/ATlON OF CLfARIN6 AND GRUBBING OPERATIONS.
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<br /> 1.Q0q e � � �Q�q __--� - - - - �I- a � EX. L OF R/ _ 1 -- - -` � ' � 3. DANGER TREES SHALL BE lDENTIFIED THROUGH A JO/NT lNSPECTION lNVOLVING BOTH THE DEYELOPED AND VE VEGETAT10N
<br /> ` �'s I � I I EX. C _�� / PUBL/C WORKS INSPECTOR. NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE
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<br /> a RI,M=453.84 , APPROPRIATE PARTIES.
<br /> � � '\ `S � � ' ( l.E.=4�8.�4�N. .�-
<br /> x =� � _ _�_ �I � ' 4. WHERE POSSIBLE, NATUR,4L VEGETATION SHALL BE MAINTAlNEO FOR EROSION AND SEDlMENT CONTROL. M(� MULCH &/OR STRAW MATTING
<br /> p�0�� � S89'49'46"E 308.08' � � �,P ,�°� � �
<br /> �'" � � ,� 1 � � .�' � � a 5. AS CONSTRUCTION PROGRESSES AND SEASONAL COND(T10NS DICTATE, �HE EROSION CONTROL FACILITIES
<br /> h�`r�'��' � � .�-
<br /> C��: _ �^ i � -�- / a � J � a. SNALL BE MAINTAlNEO AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUWG EROSION/SEDfMENT CONTROL
<br /> _._��- --� /
<br /> ---�-.�_,�`_ � �. ____ --- -'-_ .__ � � ��w-=-� - - -- - � - ----- `_ � -- - � � � _„_ ._.- _.._ ____ ._..i � Ex. c i PL PL4STIC COVER
<br /> '----- `-' � -- -- `` � ' - _�- � � __ _ _--- -- � RIM=4,54.�6 - � 6• APPROYAL OF 7NIS PtAN DOES NOT CONSTlTUTE AN APPROVAL OF D�S1GN, SIZE, NOR LOCA770N OF
<br /> - _. � �- �' a Q I.F_.=�45.66 12" N. , �. PERMANENT P1PES, RESTRICTORS, OR DETEN170N FACILITIES; BUT JS AN APPROVAL OF EROSlON AND
<br /> �-----� _ _ V _�_ ___�T ! � %�Y-- � ca � I / SEDIMENT CONTROL BMP'S ON�Y.
<br /> � l / I i ` � a � FLOW ARROW (EX.)
<br /> \ � � � � i ` � � I � �NS OF,CON ROLUNG AIR POL L T10N,RN�LUDlNGT DUSTS D�ST ACANKB� CON ROLL�OEBY WETT NG�EXPOSED
<br /> � / / / / � \ � d
<br /> \ / � � �1 SOJtS, WASNING TRUCK WHEELS BEFORE LE4YlNG THE StTE, AND 1NSTALLIN� AND MAINTAINING ROCK
<br /> �\ � � l � �' � � + � '. CONSTRUCTION ENTRANCES. CONSTKUCTION VENlCLE TRACKOUT 1S A MAJOR SDURCE OF DUST ANO ANY p��App�OVED
<br /> � � / � � � � a � EVIDEIVCE OF TRACKOUT CAN ]RIGGER FlNES fROM THE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND
<br /> STEEL POSTS � � � / i I a �
<br /> AIR POLtUTIQN CONTROL AGENCY.
<br /> F/LTER FABRIC MATERIAl. - � 6' O.C. � � / � / / � ° � � 8. EVERY EFFORT SHALL BE MADE TO CiOSE UTIUTY UNES BY THE END OF TNE OAY AND MATERIAt
<br /> �� � � / / � a , � EXCAI/ATED DURING UNDERGROUND UTtLITY CONSTRUC770N SHALL BE PtACEO ON 17-lE UPHILL SIDE OF �V ET�T
<br /> TRENCHES (WHERE CONSISTENT WITH SAFEIY AND SPACE CONSIDERA710NS). PUBUC SERVICES DATE
<br /> - - - - ___.
<br /> - \���p � �o �Z �� �� � 4 � EX. SSMH __ � -_._ - -_ _�,� PUBLIC WORKS
<br /> BACKFtLL AND
<br /> o� � � � � ` l�IM_455.�7 / DEPARTMEN'I'
<br /> COMPACI�D a I.F,-4.39.37 N. I urturrEs DRAINAGE
<br /> A PUBLIC WORKS PERMIT 1S REQUlRED PRIOR
<br /> �
<br /> N�TE,S �'ASEMENTAND I�TILITYN�TES CONT.RACTORRESPON,SIBILITYFOR TO STARTlNG ANY CONSTRUCTION ON THIS
<br /> CITY ENGlNEER PROJECT. APPROVAL FOR THIS PROJECT 1S
<br /> F---���� . ClTY STREEfS ARE TO 8E KEPT CLF�IN OF D1RT AND DEBRIS AT ALL TIMES DURING 1. 5' M1N. SEPARATION BE7WEEN CITY OPER,4TE0 UTlL1TlES AND OTHER PRIVATE AND PUBLIC �'ROSI�N/SILTATIONCONTROL CONDITIONAL PER CURRENT STANDARDS AND
<br /> � � < < ��Q• � �-. CONSTRUCTION. DUST SUPPRESSION AI�ID STREET CtE4N1NG MUST OCCUR AS DIRECTED 8Y OFERATED UTfLITIES (PUO, CABLE N, PHONE, GAS ETC.) EXPtRES UNLESS
<br /> _�:' - `� PUBtIC WORKS INSPECTOR. 1T IS THE INTENT OF THIS TEMPORARY EROSlON AND SILTATION CONTROL PL4N THAT STORM
<br /> PERM T FOR C NSTRUCTION HA EEN IS UE .
<br /> _ � . �
<br /> '�' 2. NON CIiY OPERATED PUBLIC UTIUTIES MAY CROSS C11Y EXCLUSlVE FASEMENTONLY BEfWEEN WATER RUNOFF BE CONTROLLED AT ALL TfMES TO PREVENT SO1L EROSION AND TO MAlNTA1N
<br /> NEWLY GRADED OR - :' ` . ALL EXPOSED GROUND MUST BE RESEEDEO W1TH/N 30 DAYS OF COMPLETION OF 45� AND 900 WITH RID�ED STEEL CONDUIT OR PVC CONDUIT ENCASED IN RED CONCRETE WATER QUALITY. ANY AND ALL MEASURES NECESSARY TO DO SO SHAtL BE EMPLOYED BY THE
<br /> OlS7URBE0 SIDE SLOPE � CONSTRUCTION. 1F RESEEDING IS NOT PRATICAt DUE TO WFATHER OR SEASONAL AT THE PUBLIC WORKS lNSPECTORSOP770N. CONTRACTOR.
<br /> �� PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH AS DlRECTED BY THE CITY
<br /> 8„ _� � ENGINEEf? 3. CONDUIT DUCTlNG SHALL HAVE A MINIMUM COVER OF 3' AND NOT OBSTRUCT CROSSING 8Y 1. REGAROLESS OF SITE, WFJaTHER, SOIL OR OTHER CONDITIONS, THE CONTR�4CTOR SHALt BE '�� , �� �' � _ .
<br /> � � �z ♦
<br /> � .
<br /> 2.5' OTHER UT1LIT1ES F�R A VERT1CAL DISTANCE GRF47ER TNAN 3' 1N EITHER f4SEMENT ` ` �� �
<br /> TEMPORARY EROS10N CONTROL MF4SURES FOR CONSTRUCTION ACTlV17Y MUST BE ..�. �'� j � �� � .,
<br /> FULLY RESPON518LE FOR ENSURING THAT EROSION DOES NOF OCCUR ON THE SITE AND �
<br />� THAT POLLUTED OR SILT-tADEN RUNOFF DOES NOT LEAVE THE S1TE OR ENTER tNTO ANY � � �
<br /> FILTER FABRICF�'NCEDETAIL OPERATIONAL PRIOR TO COMMENCEMENT OF ANY CLFAR�NG OR EARlNWORK. 4. ONLY CITY OPERATED UTILITlES SHALL BE ALLOWED WIlHIN C11Y EXCtUSNE E4SEMENT NO CREEK, STREAM, WETLAND OR WATER 80DY ON THE SITE y..� � `
<br /> OTNER fASEMENTS MAY 8E GRANTED WITHIN THE LIMlTS OF THlS EASEMENT. � '�
<br /> 2. BEYOND 1NE M!NlMUA�I REQUIREMENTS SHOWN 4N THIS PLAN, THE CONTRACTOR SHALt BE �����_v c� --- ,.__�
<br /> NOT TO SCALE H
<br /> (SEE STD DWG 205A) RESPONSIBLE FOR S E L E C T I N G A ND IMPLEMENTING APPROPRfATE METHODS, BEST �,F,� _. -1,
<br /> MANAC�EA9ENT PRACi7C£S (BMP s), FOR STORM WATER TRfATMENT AND CONTROL THAT � r D��� •"•"''" � QY
<br /> GENEI�AL NOTE,S MEET THE REQUIREMENTS OF BOTH THE WASHINGTON STATE DEPARTMENT OF ECOLO�Y 3630 COLBY AVE.,
<br /> ANO THE CITY OF EVERETT. EVERETT, WA 98201
<br /> �'�OSIQN CONT�OL DE�ICES 1. FOR ANY EASEMENT ACCESS OR EASEMENT INIT'
<br /> H PUBLIC UTIJJTIES, THE C11Y ENGlNEER 3. THF CONTRACTOR SHALL REPORT ALL WATER QUALtTY CONCERNS AVVD ACTIVITIES TO THE (425) 303-9363 425 303-9362 FAX
<br /> � �
<br /> ADDITlONAL EROSION AND SEDIMENT CONTROL MAY BE REQUlRED AS SHALL DETERMINE THE REQUIRED EASEMENT WIDTH BASED ON C17Y STANDARDS. PROJECT ENGlNEER AND THE CIiY INSPECTOR. IN THE EVENT THAT THE INSTALLED WATER INFO@INSIGHTENGINEERING.NET
<br /> PER lNSPECTOR'S DtRECTI0IV DURING CONSTRUCTIOIV. QUAUTY CONTROL MF4SURES ARE �NEFFECTlVF AT CONTROLUNG EROSION AND SICTATION,
<br /> 2, WITH THE EXCEPTION OF THE EASEMENT ACCESS ORJYE, NO NEW DRJVEWAYS OR PARKING THE CONTRACTOR SHALL IMMEDlATELY REPORT TO AND CONSULT WITH THE PROJECT SITE ADORESS: 12728 BOTHELL FVERETT HWY.
<br /> ARfAS WILL BE PERMITTED WITHIN THE FRONT YARD SET&4CK ARFA FOR ACL LOTS THAT EN�INEER TO FIND AN APPROPRIATE REMEDY. ALL CONSTRUC770N ACTl�/TtES, WITH THE EVERETT, WA. 98208
<br /> � FRONT ON THE PUBLIC STREET: EXCEPTION OF EROSION AND SlLTATION CONTROL MEASURES, SHAtL CfASE UNT1L SUCH � REV. PER CITY OF EVERE7T JNR 10-04-07
<br /> T1ME AS THE WATER QUAU71' IS BROUGHT UNDER CONTROL. TAX ACCOUNT N0.'S: 28053000400 f 00
<br /> ,3, ACCESS OFF AN FASEMENT DRNE IS LIMITED TO ONE TWEN7Y FDOT DRlVEWAY ANO CURB
<br /> CUT PER LOT. THE DRIVEWAY SHALt NOT EXCEED TWEN7Y FEET IN WIDTH FOR A OISTANCE 4. THE C�NTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS ANO REV. N0. DESCRIPTION 1N/11AtS DATE
<br /> OF 1WEMY FEET FROM THE EASEMENT ACCESS DRNE CURB. THE MINIMUM PARKING STALL ANTlCIPATJNG STORM ACTNIIY AND SHALL SCHEDULE ALL PROJECT ACTIVfT1ES IN
<br /> WIDTH FOR TWO CARS IN FRONT OF THE GARAGE IS 2� FEET BY 20 FEET - TWO (2) STAtLS. ANTiC1PATlON OF THE WFI�THER.
<br /> UTILITY CONFLICT N4TE.' THE MINJMUM PARKiNG PAD FOR 4 OFF-STREEf 1S 20 FEET 8Y 40 FEET.
<br /> 1`� R. �.
<br /> 5. ALL SUPPLIES AND MATERI,4LS NECESSARY FOR 1MPLEMENTING BMP's SH,4tL BE STORED �,. pF �AS
<br /> CAUTIO�' 4. SURFACE PARKING: EMC18.2$.120 SURFACE PARKlNG 1S OIVLY PERMITTED ON A LOT WITH AN ON SITE AND SHALL BE lMMED1ATELY AYAIlABLE �OR USE. SUCH SUPPLIES AND MATERJALS �. w �1��,� �VE 1/4, SE 1��, SEC. 3D, T.ZB,R.OS., W.M.
<br /> IXISTING HOUSE. THE PARKlNG ARFA MAY NOT BE BETWEEN THE EXISTING HOUSE AND THE SHALL INCLUDE, BUT NOT BE LIM(TEO T0, STRAW BALES OR OTHER MULCNING MATERIAl. T�TT T��
<br /> THE CONTR4CTOR SHALL BE RESPONSIBLE FOR VER1F1'ING THE LOCATlON, PUBLIC STREET. THE PARKING PAD MUST BE A MINIMUM OF 20 FEET BY 40 FEET AND SE A S1ZT FENClNG ANO STAKES, FtCTER FABRIC, ETC. � ti� � �O EVE�� QFFIC��(J1��11 r G
<br /> OIMENSION, AND DEPTN OF ALL EXISTING UTILiTIES WHETHER SHOWN ON THESE M1NlMUM OF 5 FEET AWAY FROM ANY NEW PROPERTY LINE AND MAY NOT BE WITHIN THE �
<br /> PIANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL REQUIRED OPEN SPACE. 6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, CONTRACTOR SHALL MOIVlTOR AtL ,� �w DWG FILENAME DESIGNEO BY.• DATE: SCALE• J08 NO.:
<br /> AND VERTICAL tOCATION PRIOR TO CONSTRUCTION. TH1S AND THEN SHALL EROSION CONTROL MEASURES AND SHALL PRtORiTfZE 1MPLEMENTATION AND h9AlNTENANCE '
<br /> INCLUDE CALLlNG UTILlTY LOCATE � 1-800-424-5555 POTHOUNG ALL OF THE '�' 3649 q 060318.dwg BDK 7-23-07 i'"=20' 06-0318
<br /> IXISTING UTI(JT/ES AT COCATIONS OF NEW UT7LITY CROSSlNGS TO PNYSlCALLY C.ALL TW4 2 B USINESS DA YS 5. �4R4GES: ENC18.28.150 ON ALL NEW LOTS WHERE PROPOSED SINGLE FAM1tY OWELLlNGS ARE OF EROSION AND SIL�'ATION CONTROL MFJaSURES ABOVE AtL OTHERS ' ��` �G g4'ti�
<br /> VERIFY WHETHER OR NOT CONFLICTS IXIST. LOCATIONS OF SAID UTIUTIES AS
<br /> ( ) PROPOSED A TWO (2} CAR GARAGE IS REQUIRED/ �`rsI pNAL ��� SHEET
<br /> HOWN ON THESE Pl�4NS ARE BASED UPON THE UNVERIFIED PUBLIC B��oR� YOU.��G 1'SQO-424`��5� 6• EMC18.28.)20 ALt DEVELOPMENT STANDARDS FOR EASEMENT ACCESS DRIVE MUST BE MET: L ,�,
<br /> AS-B UILT �Z
<br /> INFORMAl70N AND ARE StIBJECT r0 VARtATiON. 1F CONFLICTS SHOULD OCCUR, �,�, �,
<br /> CONi�RACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
<br /> GRADING& T,E.S.C. PLAN of
<br /> RESOLVE ALL PROBLEMS PRlOR TO PROCEEDING WITH CONSTRUCTlON. 4
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