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ATER 54"WOOFALL PORT R BAY ou F(003),� <br /> EAST W WATERWAY OD STAVE EX OUTFACE K OUTER HARBOR LINE TESL NOTES <br /> MECHANICALLY PLUGGED 15"PVC CAPPED JUST LANDSIDE OF <br /> LANDSIDE OF BULKHEAD BULKHEAD EX BERTHING FLOAT 1. CONTRACTOR SHALL MANAGE AND MAINTAIN EXISTING ON-SITE INFILTRATION <br /> IE=3.4'i IE=13.2'f INNER HARBOR LINE OF ALL ON-SITE STORMWATER DURING CONSTRUCTION AND SHALL NOT <br /> ALLOW SURFACE WATERS TO DISCHARGE FROM THE SITE. <br /> EX OUTFALL PS-04 PLUGGED EX CONC STRUCTURE EX OUTFALL M 12"PVC <br /> EX OUTFALL C(002) W/MECHANICAL PLUG CAPPED AT PIPE END 2. OUTFALL REPLACEMENT WORK -ALL EXCAVATION AND PLACEMENT OF ROCK <br /> 36"WOOD STAVE CAPPED AT r IE=OTJL \ BELOW DEW WILL OCCUR IN THE'DRY'DURING LOW TIDE WITHIN A SINGLE <br /> 75'LANDWARD OF SHORELINE / 4- \EX EX S�1 D TIDE CYCLE.WORK THAT CANNOT BE COMPLETED IN A SINGLE TIDE CYCLE <br /> (ABANDONED) (' ASPHALT �-' CONIC o 0 EX RIPRAP SHORELINE `P SHALL BE TEMPORARILY COVERED AND STABILIZED WITH GRAVEL, GEOTEXTILE <br /> / WH RF EX WOOD DOCK :QP Rn, OR OTHER APPROVED METHODS PRIOR TO TIDAL SUBMERSION. <br /> CONIC BLOCK � WHARF � ,9 � EX BARGE DOCK, PIP <br /> STORAGE AREA 3. THROUGHOUT THE PROJECT DURATION AND AT END OF PROJECT, <br /> X CONC BLOCKS �.�, \ �L� \ CONTRACTOR SHALL REVIEW PERIMETER BERM FOR SIGNS OF MATERIAL LOSS <br /> � —' � AND EROSION. MATERIAL LOSS AND EROSION SHALL BE REPAIRED WITH <br /> C r� EX BE y (�^--— r "� " o ON-SITE STOCKPILED BALLAST MATERIAL PROVIDED BY THE PORT OR <br /> y STRUCTURAL BACKFILL IMPORTED BY CONTRACTOR. <br /> v 19i EX ASPH ROAD&CONC <br /> BLOCKS, PROTECT-IN-PLACE 4. CONTRACTOR SHALL FOLLOW ALL TESC MEASURES DESCRIBED IN THE SWEEP <br /> A AND UPDATE THE SWPPP AS REQUIRED THROUGHOUT THE DURATION OF THE <br /> PROTECT AND MAINTAIN \ i6 CONTRACT. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. <br /> / _EX BERM DURING Dv EX OUTFALL 004 1 <br /> CONSTRUCTION / I V1 - (DECOMMISSIONED) 5. CONTRACTOR CAN UTILIZE EXISTING NORTH GATE FOR CONSTRUCTION ACCESS <br /> AS SHOWN UNTIL DIRECTED BY ENGINEER TO UTILIZE THE NEW NORTH GATE <br /> TEMP SILT FENCE PER COE STD ALIGNMENT. <br /> DWG 214 ALONG DOWNSLOPE <br /> I / \ EDGES OF CONSTRUCTION LIMITS 6. SEE SHEET C1.4 FOR CITY OF EVERETT STANDARD TESC NOTES. <br /> 75` EX ROCKERY, <br /> U' PROTECT-IN-PLACE <br /> EX DOCK � � rr I y���6 ✓J <br /> / \ <br /> O PROTECT AND MAINTAIN <br /> EX INLET PROTECTION ��* EXTEND TEMP SILT FENCE <br /> D 1 a TO EX CONIC BLOCKS <br /> 6 <br /> TEMP SILT FENCE <br /> PER COE STD DWG 214 G EX PL �-- <br /> NEW DOC OF EX CONIC BLOCKS 16 `SUBSTATION �r 7,1 K E I NOTES <br /> �'`/ EX BALLAST STOCKPILE FOR �Pf�20T T-N ALA E Q / 13- <br /> ��lYkk ��VLX <br /> -_._ ADJACENT TO LANDWARD SIDE OF EX o �'�,� r\,J EXISTING L DEWA ERIN <br /> \ MAINTENANCE OF HAUL ROAD I >> 6 (POTENTIAL DEWATERING DISCHARGE LOCATION) <br /> SHORELINE ROCKERY. RELOC EXCESS <br /> DUNLAP of BLOCKS TO CONC BLOCK STORAGE AND PERIMETER BEAM <br /> T <br /> MT EX HAUL ROAD_ <br /> r v\\ EX 12'WIDE HAUL �\ fig r _ <br /> AREA. f 2 EXISTING SMH1995K01 &SMH1995K21 <br /> (PORT OF <br /> EVERETT) _� NEW LOC OF BERM ADJACENT TO ROAD(ONE-WAY) PROTECT AND MAIN ITAN- r O (POTENTIAL DEWATERING DISCHARGE LOCATION) <br /> LANDWARD SIDE OF CONIC BLOCKS <br /> 1 1 EX CONSTRUCTION <br /> DURING <br /> T EX GVL B RELOC EX CONIC TO <br /> AND �� -�, COTRU CTION <br /> N RUSH. BERM ADJACENT EX ROCKERY - 76 EXTEND BERM APPROX 50'. <br /> �s. / G - HEIGHT 2' MIN <br /> , ��- <br /> - _ _.. '- .__ TOP WIDTH 3' MIN P ASH r,I SIDE SLOPE = 2H:iV MAX TRUCK WHEEL W <br /> J 15 BERM EXTENSION SHALL BE IF NECESSARY LEGEND <br /> CONTINUOUS WITH NO GAPS. 7g <br /> FED AV -- — _ p 1 4) ° `I i <br /> GROUND SLOPE DIRECTION <br /> 2 <br /> o EX FH f ° D �J v / ® TEMP <br /> 10 <br /> INLET <br /> PROTECTIONPER COE <br /> 4 5 6 7 <br /> OL0WING USE AS PRELOAD,(OUT OF SERVICE) Q pa ° F6T HIGH <br /> S LPRELOAD. <br /> STD D <br /> HE 1/ <br /> ■ CONTRACTOR SHALL DISTRIBUTE THE p I <br /> °�� ---------- O TOP 5-FEET OF CSBC ACROSS THE �o III ® EX TEMP INLET PROTECTION <br /> X LOADING d 1! <br /> ® OCK, TYP r1 p p O SITE FOR USE AS PAVEMENT SUBGRADE. 1\ <br /> EX FH'S <br /> (OUT OF SERVICE) 0 O 76l TEMP SILT FENCE PER COE STD <br /> �2 o STOCKPILE&LAYDOWN AREA o �1 DWG 214 <br /> 15' MIN,TYR p EX SAND / <br /> n Q BACKFILL <br /> I� ■ 400'f <br /> I� ■ D o n ��,LJ/ D o q ��i'7>—�1y�-s�-L�,��-r a a EXTEND BERM APPROX 130'TO � <br /> EX LOADING DOCK o S EAST FENCE WITH STOCKPILED o o J 1 �,- BALLAST <br /> =MATERIAL.EX WAREHOUSE IHEIGHT <br /> •I BLDG ! 4� TOP WIDTH - 3' MIN <br /> ■ .v �.� a SIDE SLOPE=2H:1V MAX <br /> ■ `S o BERM EXTENSION SHALL BE EX FH 80' 0 80' 1 60' <br /> EX FE'S '50't0 7 ---�� _EX DWO ABOVE GRADE PIP i��'✓-� IN SERVICE) <br /> fV--%-✓'if -�,�'"� -,/ r.. CONTINUOUS WITH NO GAPS. <br /> ° OUT OF SERVICE (O FH �1 p UO �i /� J 40' 1 20' <br /> ° I ( ) /� EX DWO BELOW 11���] p � � � <br /> (OUT OF SERVICE) / '1 W,' <br /> 1 I U +i / GRADE PIP <br /> SCALE: 1"=80' <br /> I do � EX I <br /> LJj■ WASTEWATER/STO MWAFE - r CONSTRUCTION ACCESS ASPH- <br /> LDJ■ EX FH EX DWO PIPE SEME L� -/� <br /> (OUT OF SERVICE) ABOVE GRADE PER COE STANDARD DWG 201 <br /> 77�_ �- I �_ �'�� -10. EX GATE <br /> PROTECT AND MAINTAIN EX \ z <br /> 9 20 CALL 48 HOURS <br /> INLET PROTECTION,TYP I <br /> _ _ l BEFORE YOU DIG <br /> '� " 27 `�' ./ C� �� �� -��.�'�'=✓` �" 2 EDP GUARD <br /> SHACK DIAL 81114 <br /> _ EX HDPE PIPE _ <br /> m ri 1 ° ABOVE GRADE, PIP 22 ��' PROPERLY 2> Q <br /> VERT DATUM: NAVD 88 <br /> 1 = LINE _ <br /> 1 ■ �� _ � ONAVE CONV TO MLLW = NAVD88+2.03 <br /> n ■ \� 0 27 �� �� HORZ DATUM: NAD 83/91 <br /> Q WEST MARINE VIEW DRIVE(SR 529) = IF SHEET IS LESS THAN 22x34 W <br /> m < ---- REDUCE SCALE ACCORDINGLY <br /> m <br /> 0 LU <br /> N PROJECT ENGINEER: SCALE: <br /> m A. <br /> N. WATSON 1" = 80' PORT OF EVERETT DWG. NO. CIA � <br /> + R�1 p41dgB�9a� DESIGNED BY: DATE: <br /> Port Of ems, - moo NORTON TERMINAL DEVELOPMENT <br /> o T TT T e g m J. BECKER 05/07/2021 CIP NO. <br /> M�u�u�� 1Tff DRAWN BY: CHECKED BY: 1-8-g00-OS <br /> EVERETT L & MTCA 3RD INTERIM ACTION C) <br /> v` K. EDWARDS, D. YU N. WATSON PROJECT <br /> N 1601 5th Avenue,Suite 1300 10 06/21/2021 NW ADDED NOTES R a701 ti NO. MT-NT-2021-02.2 <br /> N P.O. BOX 538 Seattle,Washington 98101 A 05/07/2021 NW FOR CITY REVIEW ��o;�i APPROVED BY: TESC SITE PLAN A N D <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SEDIMENT CONTROL PLAN SHEET NO. 19 OF 149 LL <br />