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RIM 12.11 <br />12 "lE 7.26 (W) <br />18" lE 7.26 (N) <br />12" lE 9.23 (E) <br />d=82'55 53" <br />R=55.00 <br />L=79.61' <br />12" IE 9.74 (W) <br />12" lE 9.62 (E) <br />ENTRANCE PER COE <br />STD PLAN 201 <br />Ex ce <br />RlM 11.97 <br />12 <br />O <br />_.... <br />STANDARD PLAN 204 <br />TYP <br />2018 THE BL EL/NE GROUP <br />U <br />TESL NOTES <br />1. <br />APPROVAL OF THIS EROSIONISEDIMEN77ON CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF „< <br />PERMANENT ROAD OR DRAINAGE (E.G. SIZE AND LOCATION OF ROADS; PIPES, RESTRICTORS; CHANNELS, <br />RETENTION FACILITIES, UTILITIES). <br />2. <br />THE IMPLEMENTATION OF THESE ESC PLANS AND 774E CONS7RUC770N, MAINTENANCE, REPLACEMENT, AND <br />UPGRADING OF THESE ESC FACIL177ES /S THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL <br />CONS7RUC770N /S COMPLE7FD AND APPROVED AND VEGETA770N/LANDSCAP/NG /S ESTABLISHED. <br />J. <br />774E BOUNDARIES OF 774E CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED /N THE FIELD <br />PRIOR TO CONS7RUC770N. DURING THE CONS7RUC770N PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING <br />LIM17S SHALL BE PERM/77ED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CON7RACTOR FOR 774E <br />DURA 77ON OF 774E CONSTRUC770N. <br />4. <br />THE ESC FACIL177ES SHOWN ON 7741S PLAN MUST BE C0NS7RUC7F0 /N CONJUNCTION W TH ALL CLEARING AND <br />A T SEDIMENT D T D D y <br />GRADING AC17VlTIES AND /N SUCH A MANNER AS TO INSURE 1N SED N AN SEDIMENT LADEN WATER O � <br />NOT EN7FR THE DRAINAGE SYSTEM, ROADWAYS, OR WOLATF APPLICABLE WATER STANDARDS k <br />5. <br />77-IE ESC FAC/LI77ES SHOWN ON THIS PLAN ARE 774E MINIMUM REQUIREMENTS FOR AN77CIPA7E•D SITF CONDI77ONS. <br />DURING 774E CONS7RUC77ON PERIOD, THESE ESC FACIL177ES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED <br />STORM EVENTS AND TO ENSURE 7HAT SEDIMENT AND SEDIMENT LADEN WA7FR DO NOT LEAVE 774E S/7F. <br />6. <br />THE ESC FACILITIES SHALL BE /N5PEC7F0 ROU77NELY BY 774E APPLICANT/CON7RACTOR AND MAINTAINED AS rc <br />NECESSARY TO ENSURE THEIR CONTINUED FUNC770NING. : <br />Z <br />THE ESC FACIL177ES ON INACTIVE 5/7ES SHALL BE INSPEC7FD AND MAINTAINED A MINIMUM OF ONCE A MON7H OR <br />WITHIN 774E 48 HOURS FOLLOWING A MAJOR STORM EVENT. <br />8. <br />AT NO 77ME SHALL MORE 774AN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE' WHIN A PONDPED CATCH <br />BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PA V/NG. THE CLEANING <br />OPERA 77ON SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. <br />9. <br />STABILIZED C0NS7RUC770N EN7RANCES SHALL BE INSTALLED A T THE BEGINNING OF CONS7RUC770N AND ' <br />MAINTAINED FOR THE DURA 77ON OF 774E PROJECT. ADD177ONAL MEASURES MA Y BE REQUIRED TO ENSURE T HA T ALL <br />PAVED AREAS ARE KEPT CLEAN FOR 774E DURA 77ON OF 774E PROJECT. <br />:oti,:' :v. ;,t,.v :;.::::..;,.;c:.,,."4•<:;::«.'a'.'i ssvv`F,;'.ho =.,:. •,vim.. �ti.�_. Rv�$a \ .`fY `: �... 3... _.. �: - 'vr<,�u���.-v\\\t\.:,v`:vri`v..� ,. �c .:.:::.. <br />n.�+'4'v�. `\ :;\.\\`�v:. "" �a�:...v..\t`v ::;: "•' %�: ..:... .. `v.}..?•;, k'`• v..k`,.\\\\h><n\:c::.::,\:<:.:'..:::v\::a:.......a.a\�:a:.;rct ::h:.n�o. �<.�.:: ate. <br />UNDEROR13UND UTILITY N13TE <br />UNDERGROUND U77LI77ES ARE SHOWN /N 774E APPROXIMATE LOCATION. THERE /S <br />NO GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT 774E LOCATION, <br />SIZE AND MA7ERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL <br />IND/CA7E0 PIPING WHERE CROSSING, IN7E•RFERENCES, OR CONNEC77ONS OCCUR <br />s <br />PRIOR TO TRENCHING OR EXCAVA77ON FOR ANY PIPE OR STRUCTURES, TO <br />DETERMINE ACIUAL LOCA710NS, SIZE AND MATFR/AL. 7HE CONTRACTOR SHALL <br />MAKE 774E APPROPRIATE PROVISION FOR PR07EC770N OF SAID FACILITIES. 774E <br />CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND <br />ARRANGE FOR FIELD LOCA 77ON OF EXIS77NG FACIL177ES BEFORE CONS7RUC770N. F <br />is <br />BLUELINE <br />25 CENTRAL WAY, SUITE 400, <br />KIRKLAND, WA 98033 <br />P:425.216.4051 F:425.216.4052 <br />W W W.THEBLUELI NEGROU P.COM <br />SCALE. - <br />AS NOTED <br />k. <br />PROJECT MANAGER: <br />CHRISTOPHER <br />H. MILLER, PE <br />PROJECT ENGINEER: <br />JON KOEPFGEN, PE <br />.., ..... <br />DESIGNER: <br />DOM/NQUE GABALDON <br />ISSUE DA TE.- <br />5/4/20le <br />Ln <br />0 <br />j <br />m <br />4 <br />Lu <br />z <br />� <br />o <br />Q <br />z <br />�- <br />Z <br />a W <br />� <br />� � <br />Q <br />ul z <br />W Q <br />z <br />za <br />Q <br />Q. <br />� > o <br />ul <br />W v <br />W <br />�. <br />W <br />� W <br />� <br />�.. En <br />E Q <br />W <br />Q�a <br />W <br />4 <br />ri <br />�pHER y <br />j)F W ASyi� <br />cj o <br />Z <br />�O 9500 �<v� <br />Fs FCISVE <br />S/ONAL <br />5/-4//8 <br />JOB NUMBER: <br />1 6-228 <br />SHEET NAME: <br />TP-0 1 <br />SHT <br />5 OF 24 <br />