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<br /> � S/MULTANEOUSlY N?TH CLEARIN6 AND GRADING FOR PROJECT DEVELOPMENT.
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<br /> � I � a � � ,� - ��d'""e�,��.. ` � � �.� . � a ° Q 4�' s 9. MAINTAlN EROSON CONTROL MEASURES /N ACCORDANCE WITH CITY OF EVE'REiT
<br /> I � / F-20 [ STANDARDS AM MANUFACTURER S RECOMMENDATIONS
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<br /> SEDIMENT CONiROL STANDARDS
<br /> X BARR/ER FENCE AROUND 1REES
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<br /> ' ( FENCE � TO REMA/N (TYP) Z�� � � � 11. COVER ALL AREAS THAT WILL Bf UNWORKED FOR MORE TNAN SEVEN DAYS DURING 1HE
<br /> x 0.4 N. � t p7 13 I� oyp � ORY SEASON OZ TWO DAYS DUR/NG 7HE WFT SEASON N71H STRAW, NbOD FlBER MULCH,
<br /> I COMPOST, PLA511C SHEEIING OR EQUIVALENT.
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<br /> � � oyp � 12. STAB/L/ZE ALL aREAS THAT REACN FlNAL GRADE WI7N/N SEVEN DAYS
<br /> a � 13. SEED OR SOD �NY AREAS TO REMAIN UNWbRKED FOR �IORE THAN 30 DAYS
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<br /> � ( � 14. lJPON COMPLE7�N OF THE PROJECT, ALL DIS7URBED AREAS MUST BE STABIUZED AND
<br /> BEST MANAGEAfNT PRACTICES REMOV�D.
<br /> EROSIDN CONTROL NOTES j
<br /> 1. ALL CLEARING dt �RADIN6 CONSTRUCTION MUST BE/N ACCORDANCE WITH THE CIiY OF EVFRETT CLfAR/NG & GRADING STANDARDS, 13 THE TESC FACIUIIES SHALL BE INSPECTED DA/LY 8Y THE APPUCANT/CONTRACTOR AND MAINTAfNED AS NECESSARY TO ENSURE THEIR
<br /> LAND USE CODE, UNlFORM BU/LDIN6 CODE, PERM/T CONDIT/ONS, AND ALL OTHER APPUCAB�E CODES, ORDINANCES, AND STANDARDS. CONTINUED FUNCAONJNG.
<br /> THE DES/GN ELEMENTS W/THIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO 7HESE RfQlIIREMEITS ANY VAR/ANCE FROM
<br /> ADOPTED EROS/ON CONTROL STANDARDS IS NOT AtLOWED UNLESS SPEClFICALLY APPROVED BY THEClTY PRIOR TO CONSTRUCflON. 14. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCAON SiTE AND DEPOSI7FD ON PROPERTY W►IHlN THE CITY LIMITS MUST BE
<br /> DONE/N COMPUANCE iNTH A VAUD CLEARING & GRADING PERM/T. LOCATIONS FOR THE MOB/UZA710N AREA AND STOCKP/LED
<br /> 2. APPROVAL OF THIS TEMPORARY EROSION/SED/MENTA710N CON]ROL (TESC) PLAN DOES NOT CONS7ITUTE AN APPROVAL OF PERMANENT MATER/A� MUST BE APPROVED BY 1HE CLEAR/NG AND 6RAD/N� IMSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY STOCKPIL/NG.
<br /> ROAD OR DRAINAGE DES/GN (E.� SIZE AND LOCATION OF ROADS, PIPES, RESIR/CTORS, CHANNELS, RETENAON FACIUAES, Ul1LlI)ES,
<br /> ETC.). 15. 1HE TESC FACIL/TIES ON 1NACT/VE S/TES SHALL BE/NSPECTED AND MA/NTA/NED A MfN/MUM OF ONCE A MON1H OR WITH/N THE 48
<br /> HOURS FOLLOWING A MAJOR STORM EVENT.
<br /> 3. A COPY OF THE APPROVED PLANS AND DRAIMNGS MUST BE ON-S/7E DUR/NG CONSIRUC110N. 1HE APPLICANT/S RESPONSIBLE FOR
<br /> OBTAIN/NG ANY OTNER REQU/RED OR RELATED PERM/1S PRIOR TO BEGINN/NG CONSTRUC710N.
<br /> 4. THE lMPLEMENTA710N OF 1HESE 7FSC PLANS AND 1HE CONSiRUCi10N, MA/NTENANCE, REPLACEMfNT, AND UPGRAD/NG OF THESE TESC
<br /> FAC/L171ES IS THE RESPONSI8/UTY OF THE APPUCANT/CONTRACTOR UNTIL ALL CONS1RUCllON IS COIAPLETED AND APPROVED AND
<br /> VEGETA710N/LANDSCAP/N6 /S ESTABUSHED.
<br /> STANDARD NOTES ���`�`� ������G��
<br /> 5. THE TESC FAC/U71ES SHOWN ON THfS PLAN MUST BE CONSTRUCTED !N CONJUNC710N Wf7H ALL CLEARING AND GRADING AC7iVIT1ES, '� �`�
<br /> AND !N SUCH A MANNER AS TO ENSURE 1HAT SEDIMENT AND SED/MENT LADEN WA7ER DO NOT EN1ER TNE DRA/NAGE S15'TEM, 1. APPROVAL OF TH/S EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT . ' - Z/�'-/J � * � ��
<br /> CONSTRUCTION Si�PP EL�'MENTS �1-�13 f � F��
<br /> ROADWAYS, OR VIOLATE APPUCABLE WA7ER STANDARDS. C O N S T I T U T E A N A P P R O V A L O F P E R M A N E N T R O A D O R D R A I N A G E D E S/G N E.G. S I Z E A N D �� '�'���'c� �. �"`` �� �'-�`��
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<br /> 6. l�lE TESC FAC/Ll71ES SHOWN ON THIS PLAN ARE THE MINIMU�I REQU/REMENTS FOR AN7ICIPAIFD SITE CONDIAONS. DUR/NG 7NE LOCAT/ON OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENT/ON FACILIl1ES, UTILITIES). O ELEMENT 1: MARK CLEARING UM/TS ..�,� �L'l,>j��f ��
<br /> CONSIRUCAON PER/OD, TNESE TESC FACIU7IES SHALL BE UPGRADED AS NEEDED FOR UNEXPECIFD STORM EVEN7� AND TD ENSURE 2. THE /MPLEMENTATION OF 1NESE ESC PLANS AND THE CONSTRUC110N, MA/NTENANCE, ��'`'E�""�� � `"` ' + " �` '°'�
<br /> 7HAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVF THE SITE. REPLACEMENT, AND UPGRAD/NG OF THESE ESC FACILITIES lS THE RESPONS/BILITY OF THE O ELEMENT 2: ESTABLISH CONSTRUCAON ,�CCESS = -� f°�����
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<br /> 7. ALL LOCAAONS OF EX/S11N� t171UAES HAVE BEEN ESTABUSHED BY FlELD SURVEY OR OBTA/NED fROM AVAILABIE RECORDS AND APPLICANT/CONTRACTOR UNT/L ALL CONSTRUCT/ON IS COMPLETED AND APPROVED AND O �--
<br /> SHOULD, THEREFORE, BE CONSlDERED ONLY APPROXIMATE AND NOT NECESSAR/LY COMPLETE. IT IS 1NE RESPONSIBIUTY OF THE 3 ELEMENT 3.• CONTROL FLOW RATES � ``'" " : zi 's
<br /> CONTRACTOR TO 1NDEPENDENTLY VER/FY 1HE ACCURACY OF ALL U11UTY tOCAAONS AND TO DISCOVER AND AVOID ANY OTHER VEGETATION/LANDSCAP/NG IS ESTABLISHED. THE BOUNDARIES OF THE CLEARING LIMITS ����L; , {� ,,: �<�
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<br /> ununEs Nor syowiv wHicH n�,ar aE ,a�cr�o er n�E�MP�iuENrAnoN oF n�is P�AN. SHOWN ON lNIS PLAN SHALL BE CLEARLY FLAGGED IN THE F/ELD PR/OR TO CONS7RUCTION. ��,, ;.: _ �,,�5
<br /> DURING THE CONSTRUCT/ON PERIOD, NO D/STURBANCE BEYDND THE FLAGGED CLEARING 4O ELEMENT 4: INSTAL! SED/MENT CON7ROG. ;
<br /> 8. 1HE BOUNDARIES OF THE CLEARING LlMITS SHOWN ON TH/S PLAN SHALL BE CLEARLY FLAG6ED IN 7HE fIELD PRIOR TO CONS7RUC710N. LIMJrS SHALL BE PERM/TTED. THE FLAGGIN� SHALL BE MAINTA/NED BY THE �E�
<br /> FRAC€�1"C �t . �� ,,,, Ai�D
<br /> DUR/NG ii-!E CONSTRUC]lON PER/OD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING UMITS SHALL BE PERMITTED. 1NE FLA6GING O ELEMENT 5: STAB/UZE SOILS SOILS TOBE STABIUZED AS _ � - � ��'��uF«.�s
<br /> SHALl� BE MA/NTA/NED BY lHE APPUCANT/CON1RACTOR FOR ThJE DURAT10N OF CONSIRUC170N. APPL/CANT�CONTRACTOR FOR THE DURATION OF CONSTRUCTION. DEFINED FOR BMP C120NTEMPORARY& 'ERMANENT SEEDING r `-' ""n°gj�ca�
<br /> AND BMP C123.PLASAC COVER/N� C"����"�`"� �� ��
<br /> 3. THE ESC FAClLITIES SHOWN ON TH/S PLAN MUST BE CONSTRUCTED IN CONJUNCTION ' - �--�
<br /> 9. CLEAR/NG SHALL BE UM/TED TO THE AREAS WITHIN THE APPROVED DISTURBANCE UM/TS EXPOSED SOILS MUST BE COVERED Ar lHE IMTH ALL CLEARING AND GRAD/NG ACT/�ITIES, AND /N SUCH A MANNER AS r0 /NSURE THAT O ELEAIENT 6: PROTECT SLOPES Cl/T ANl FlLL SLOPES SHALL BE DES/GNED
<br /> END OF EACH WORK/NG DAY W�lEN WORKING FROM OCTOBER 1ST THROUGH APR/L 30TH. FROM A�AY 1Sr 1HROUGH SEPTEMBER 30TH, SED/MENT AND SEDIMENT LADEN WATER DO NOT ENTFR THE DRAINAGE SYSTEM, ROADWAYS, AND CONSTRUCTED /N A MANNER THAT 'rILL MINIM/ZE EROS/ON.
<br /> EXPOSED SO/LS MUST BE COVERED AT THE END OF EACH CONSIRUCTION WEEK AND ALSO AT THE THREAT OF RAIN. OR VIOLATE APPL/CABLE WATER STANDARDS.
<br /> 10. AT ND 71ME SHALL MORE THAN ONE FOOT OF SEDIMENT BE AtLOWED TO ACCUMULATE WITH/N A 1RAPPED CATCH BASIN. ALL CATCH
<br /> 4. THE ESC FACIL111ES SHOWN ON TH/S PLAN ARE THE M/NIMUM REQUIREMENTS FOR O7 ELEMENT 7.• PROTECT ORAIN INLETS
<br /> BASINS AND CONVEYANCE UNES SHALL BE CLEANED PR/OR TO PAVIN� lHE CLEAN/NG OPERAAON SHALL NOT FLUSH SEDIMENT LADEN ANT/C/PATED S/TE COND/T10NS. DUR/NG THE CONSIRUC110N PERIOD, THESE ESC FACILITIES O8 ELEMENT 8: STABILIZE CHANNEtS AND OITLETS
<br /> w,4TER �NTo �E DowNS7RE,4M sYs7Fiu. SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED SlORM EVENTS AND TO ENSURE THAT ELEMENT 9: CONIROL POLLUTANTS ALLPOLLUTANTS, lNCLUDlNG PROJECT CONTACT LIST
<br /> SED/MENT AND SED/MENT-LADEN WATER DO NOT LEAVE THE SIrE. O WASTF MATER/ALS AND DEMOL/T10N DEBRS THAT OCCUR ON-S/TE
<br /> 11. STABIUZED CONSIRUCTION ENTRANCES SNALL BE/NSTALLED AT 7HE BEGINNING OF CONSlRUC110N AND MA/NTAINED FOR TNE 5. THE ESC FACILIT/ES SHALL BE /NSPECTED ROUTINELY BY THE DURING CONS7RtJC110N SHALL BE HANDED AND D/SPOSEO OF/N A DEVELOPER/APPUCANT C/VIL ENGINEER.'
<br /> DURA AON OF THE PROJECT.
<br /> APPLICANT/CONTRACTOR AND MAINTA/NED AS NECESSARY TO ENSURE THEIR CON7INUED MANNER TI-!AT DOES NOT CAUSE CONTAIINA710N OF STORMWATER.
<br /> FUNCTIONING. .�URlNDER SlDHU DONNA L. BRESKE. P.E.
<br /> 12 THE CON7RACTOR MUST MA/NTAIN A SWEEPER ON SITE Dt1R/NG EARTHWORK AND IMMED/AIFLY REMOVF SOII THAT HAS BEEN TRACKED �0 ELEMENT 10: CONTROL DE-WATER/N�, 12303 HARBOUR PD/NTE BLVD UN/T J-304, 21 AVE A, SUl7F 4
<br /> ONTO PAVED ARfAS AS RESULT OF CONS1Rt1C7)ON. 6. THE ESC FAC/LITIES ON INACT/�E S/TES SHALL BE INSPECTED AND MAINTAINED A DE-WATERING IS NOT AN11ClPATED MUKILIFO, WA 98275 SNOHOMlSH, WA 98290
<br /> MIN/MUM OF ONCE A MONTH OR WiTHIN THE 48 HOURS FOLLOWING A MAJOR STORM EI/ENT. 11 ELEMENT 11: MA/NTA1N BMP S CONTACT.• SUR/NDER SIDHU PHONE.• (425) 334-9980
<br /> 7. AT NO T/ME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO PHONE.• (503) 258-6400 EMA/L: donnabreske�omcast.net
<br /> ACCUMULATE WITHIN A TRAPPED CATCH ALL CATCH BASINS AND CONVEYANCE LINES SHALL 12 ELEMENT 12: MANA6E THE PROJECT. EMAILSUR/NDERS/DHU�-IOTMA/L.COM
<br /> BE CLEANED PRIOR TO PAUING. THE CLEANIN� OPERATION SNALL NOT FLUSH SEDIMENT ARCHITECT.•
<br /> LADEN WATER /NTO THE DOWNSTREAM SYSTEM. 13 ELEMENT 13: MA/NTA/N UD BMPS SURVEYOR.' AMERICAN HOAI�„pLANNERS
<br /> 9. STABILIZED CONSTRUC710N ENTRANCES SHALL BE INSTALLED AT THE BEG/NN/NG OF 360 SURVEY/N6 AND MAPP/N� ir. 2Sf2 COLBYAVE
<br /> 2022 M AVE, ANACORTES, WA 98221 EVERETT, WA 98201
<br /> CONSTRUC1i0N AND MAINTAINED FOR THE DURAT/ON OF TNE PROJECT. ADDI710NAt PHONE 425-835-3360 PHONE (425)-258-6400
<br /> MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR EMAIL KENDECAMP�GMA/LcoM PLANSOAMFRICANHOMEPLANNERSCOM
<br /> THE DURA 110N OF THE PROJECT. LEGAL DESCRIPTION:
<br /> LOTS 11 AND 12, BLOCK 1�, FR/DAY'S F/RST ADD/710N TO EVERETT,
<br /> ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 3 OF
<br /> PLATS, PAGE 34, RECORDS OF SNOHOM/SH COUNTY, WASH/NGTON.
<br /> BMP T5.13 POST CONSTRUCTION SOIL QUALITY AND DEPTH: SITUA�E /N THE COUNTI' OF SNOHOMISH, STATE OF WASH/NGTON
<br /> A�L D/STURBED AREAS, (NOT OTHERWISE COVFRED BY IMPERVIOUS AREA), ON AND OFF
<br /> SITE, SHALL MEET THE COMPOST AMENDED REQU/REMENTS OF BMP T5.13 /N THE 2016 PROPERTY INFORMATION:
<br /> DOE STORMWATER MANUAL VOLUME V, CHAPTER 5. �
<br /> ADDRESS 3621 HOYT AVE, EI/ERETT, WA 98201-4719
<br /> SI TE AREA 0.15 ACRES
<br /> CALCULATED AMENDMENT RATES MAY BE MET THROUGN USE OF TOPSOIL AND DUFF FROM
<br /> TAX PARCEL NO 00451401101104
<br /> THE PROPERTY AMENDED TO MEET THE CARBONTO NIIROGEN RAT10 REQU/REMENTS, AND
<br /> MEET/NG THE CONTAMINANT STANDARDS OF GRADE A COMPOST � ZONING: R-4
<br /> EXISTING SITE FEATURES TOPOGRAPHY. AND BOUNDARY NOTE: ,
<br /> TOPSOIL DEPrHS SHALL HAl/E A M/N/MUM DEPTH OF EIGHT /NCHES EXCEPT WHERE TREE THE BOUNDARY, EXISIIN� STRUCTURES, AND TOPOGRAPHY, WERE PRO�/DED BY � UTIUTY CONFUCT NOTE: °= � -
<br /> ROOTS UM/T �HE DEPTH OF /NCORPORATION OF AMMENDMENTS NEEDED TO MEET THE 360 SURVEYING & MAPPING, LLC. 1NE CONIRACTOR SHALL BE RESPONSlBLE FOR VER/F11NG TNE L. � ° DONNA BRESKE & ASSOCI�TES, LLC TESC
<br /> LOCAi10N, D/MENSlON AND DEPTH OF ALL EXISIING UT/L/AES ' �4' pE WQS/�fN�� " LAND USE PLANNING &CIVIL ENGNEERING
<br /> CRI TER/A. WHElHER SHOWN ON THESE PLANS AR NOT, BY POTHOLWG 1HE ,� �� > �+1, �
<br /> UTIL/l1ES AND SURVEY/NG TNE HOR/ZONTAL AND VERflCAL p �@' a�,f,�,; FOR
<br /> StJBS01L BELr)W THE TOPSOII LAYER SHOULD BE SCARIFIED AT LEAST 4 /NCHES WITH � LOCA1)ONS PRIOR TO CONSIRUCTl01V. TNIS SHALL /NCLUDE i� 21 AVE A, SUITE 4
<br /> Know what s below. CAWNG UTILITY LOCATE AT 1-800-424-5555 AND THEN j C � �� SURINDER SIDHU
<br /> SOME /NCORFORATION OF THE UPPER MATERIAL TO AVOID STRA1]F/ED LAYERS WHERE P01hOLING All OF THE EXISlING U17U11ES AT 1HE/R tocanavs � SNOHOMISH, WA 9829C
<br /> FEAS/BLE. Call 811 two business days OF NEW UTIUTY CROSSINGS TO PH157CALLY VERIFY wHETHER OR �� ` � � PHONE 360-294-8941
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