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P4,-`7 -/77/ 777 7-1 7�7 /­-7— <br />y <br />-- TEMPORARY FLOATING <br />DEBRIS BOOM. <br />18.0 -—_ <br />- - _ <br />SEE NOTE 14 <br />101 <br />J <br />GEN ES <br />13 14 15 16 18 19 20 ERAL TESC N01 <br />1 v THE TESL FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS <br />ANTICIPATED FOR SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE <br />- ,x TESL FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED. STORM EVENTS <br />- <br />AND TO ENSURE THAT SEDIMENT AND SEDIMENT —LADEN WATER DOES NOT LEAVE <br />THE PROJECT WORK AREA LIMITS. <br />THE IMPLEMENTATION OF THESE TESL FLANS AND THE CONSTRUCTION MAINTENANCE, <br />REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY <br />OF THE CONTRACTOR UNTIL ALL CON�TRUC f fON IS COMPLETED AND APPROVED <br />° O .3o CONTRACTOR SHALL SUBMIT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) <br />FIELD LOCATE PROTECT IN AS REQUIRED PER THE SPECIFICATIONS. CONSTRUCTION EROSION CONTROL <br />4 PLACE AND INSTALL INLET MEASURES MUST BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES. <br />PROTECTION AT ALL EX DECK ° <br />PANEL BALLAST DRAINS, 4. IF CONSTRUCTION OCCURS DURING DRY WEATHER PERIODS, DUST FROM <br />MNFTRUCTION SHAI I RF MINIMI7ED THROUGH USF OF BEST MANAGEMENT <br />✓ O o �Oa �...---- --""._ '._� ____ '�""'O p 1 1 "'°7 "'�'_ -�._� O o O o O o O o O o` O o O® d <br />PRACTICES (BMPS) OUTLINED IN THE CITY OF EVERETT STANDARD SPECIFICATIONS <br />Jar - a 5. THE TESC FACILITIES SHOWN ON THIS PLAN SHALL BE CONSTRUCTED IN SUCH A <br />O o d e 0 0 p o O o o <br />EX TRENCH DRAIN MANNER AS TO ENSURE THAT SEDIMENT —LADEN WATER DOES NOT ENTER THE PORT <br />(DEMO, SEE SHEET Duo 1) DRAINAGE SYSTEM, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. <br />_° a �_ - ° a� d 6e THE TESL FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND <br />° ® 0 0 _a ® 0 ° ® ° ° Q 0 d MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTION. <br />FOOTPRINT OF BLDG_T=-5-p17.5 <br />j' Do SEE EX BELOW GRADEr-- <br />/ RETAINING WALL. _ _ 7. NON—COMPLIANCE WITH THE EROSION CONTROL AND WATER QUALITY REQUIREMENTS <br />I SHEETS Duo 1 AND D3e2o <br />PROTECT IN PLACE MAY RESULT IN A TEMPORARY STOP -WORK ORDER AT THE CONTRACTORS EXPENSES <br />® a o o I o g UNTIL SAID EROSION CONTROL MEASURES ARE FUNCTIONAL. <br />, 8. THE CONTRACTOR SHALL REMOVE MATERIAL DROPPED, WASHED OR TRACKED FROM <br />—_ -- �� --' VEHICLES OUTSIDE OF THE DESIGNATED PROJECT WORK AREA LIMITS OR INTO THE <br />? �- �. .� o �% fi' 0 0 ,••� " 0 4'-' ®. 0 e 0 0 0 0 © 0 0 0 0 o o-e...�e 9-®._..m _-__4__... _„„...... 0 0 /"' �`*•.� .._ 0 1 o 0 4 0 0 0 o a L- <br />i --� -- - EXITING NORM DRAINAGE gYTEM ®EI�I SHALL NOT �L WAH�D INTO T?�E <br />f _ ___ _. <br />: <br />A- F <br />R <br />/ l tr y1,fl <br />l -- CONTRACTOR MAY USE EXISTING <br />t ° SANITARY SEWER FUME' NATIONS f <br />1 <br />STORM DRAINAGE SYSTEM. <br />9. ALL EXISTING WHARF DECK DRAINS AND STORM DRAIN INLETS INSIDE AND OUTSIDE OF <br />-- 6 PROJECT WORK AREA THAT RECEIVE NORM WATER RUNOFF FROM DISTURBED AREAS OF THE <br />�? ! SITE SHALL HAVE NORM DRAIN INLET PROTECTION IN CONFORMANCE WITH CITY OF EVERETT <br />STANDARD DRAWING 210. COORDINATE ACCESS OUTSIDE OF WORK AREA LIMITS WITH <br />THE PORT. <br />ACP SAWCUT DINE, TYP. <br />SEE SHEETS D2o 1, D2o2 & D2.3 u_i 10. PERFORM PAVEMENT SAWCUTTING IN CONFORMANCE WITH DOE BMP C 152 <br />11 CONCRETE HANDLING AND. pH CONTROL OF STORMWATER SHALL BE PERFORMED IN <br />z CONFORMANCE WITH DOTE HMP C151, C152, AND C153a <br />e <br />--_ 12. SEE SHEET C102 FOR EXCAVATION MATERIAL STOCKPILE NOTES. <br />/ r - (2 LOCATIONS) TO BE DEMOLISHED a <br />t FOR DEWATERING OF EXCAVATIONS. <br />� ',13. SEE SPECIFICATIONS AND SOIL AND GROUNDWATER MANAGEMENT PLAN FOR <br />1 <br />SEE SHEET ®01 AND NOTE 1a <br />o <br />�- i .� CONSTRUCTION DEWATERING REQUIREMENTS ASSOCIATED .WITH EXCAVATION. <br />�X 1i '' I �• _ ` ;:::'-- : : ::.::':::::'.':::: 14, SEE SPECIFICATIONS AND PERMIT DOCUMENTS FOR REQUIRED HMP S ASSOCIATED <br />WITH WHARF WORK OVER THE WATER. CONTRACTOR SHALL APPLY CONTROLS AND <br />BMP S AS REQUIRED TO PREVENT SEDIMENT AND DEBRIS FROM ENTERING THE <br />AQUATIC ENVIRONMENT. <br />- <br />a1, as I a I <br />J <br />SECURE TEMP FLOATING <br />LEGEND <br />DEBRIS DOOM TO SHORE ___ --� I <br />- -- SEE SHEET C1 02 <br />ABOVE HIGH TIDE. � �---- - '•.�.�.�•.''�. .�: <br />0 <br />� <br />U CONSTRUCTION <br />� <br />I <br />a SECURE E TEMP CON RUCTION <br />E <br />I I <br />� I�. FENCE TO EX FENCE, STORM DRAIN INLET PROTECTION c1I c1.4 .•''•'-.�. ^,< �,�_.�� <br />PER CITY STD DWG 210, TYP r I I <br />I12/08/17 NW i ISSUED FOR BID AND PERMIT. <br />T_ <br />NO. DATE BY REVISION NO. DATE BY <br />REVISION <br />DRAWN BY: CHECKED BY: <br />S. MILLETT No WATSON <br />APPROVES BY: _ <br />IF SHEET IS LESS THAN 22x3 <br />REDUCE SCALE ACCORDINGLY <br />