2600 FEDERAL AVE 2021 Plans 2025-09-29 (2)

ATER 54"WOOFALL PORT R BAY ou F(003),� EAST W WATERWAY OD STAVE EX OUTFACE K OUTER HARBOR LINE TESL NOTES MECHANICALLY PLUGGED 15"PVC CAPPED JUST LANDSIDE OF LANDSIDE OF BULKHEAD BULKHEAD EX BERTHING FLOAT 1. CONTRACTOR SHALL MANAGE AND MAINTAIN EXISTING ON-SITE INFILTRATION IE=3.4'i IE=13.2'f INNER HARBOR LINE OF ALL ON-SITE STORMWATER DURING CONSTRUCTION AND SHALL NOT ALLOW SURFACE WATERS TO DISCHARGE FROM THE SITE. EX OUTFALL PS-04 PLUGGED EX CONC STRUCTURE EX OUTFALL M 12"PVC EX OUTFALL C(002) W/MECHANICAL PLUG CAPPED AT PIPE END 2. OUTFALL REPLACEMENT WORK -ALL EXCAVATION AND PLACEMENT OF ROCK 36"WOOD STAVE CAPPED AT r IE=OTJL \ BELOW DEW WILL OCCUR IN THE'DRY'DURING LOW TIDE WITHIN A SINGLE 75'LANDWARD OF SHORELINE / 4- \EX EX S�1 D TIDE CYCLE.WORK THAT CANNOT BE COMPLETED IN A SINGLE TIDE CYCLE (ABANDONED) (' ASPHALT �-' CONIC o 0 EX RIPRAP SHORELINE `P SHALL BE TEMPORARILY COVERED AND STABILIZED WITH GRAVEL, GEOTEXTILE / WH RF EX WOOD DOCK :QP Rn, OR OTHER APPROVED METHODS PRIOR TO TIDAL SUBMERSION. CONIC BLOCK � WHARF � ,9 � EX BARGE DOCK, PIP STORAGE AREA 3. THROUGHOUT THE PROJECT DURATION AND AT END OF PROJECT, X CONC BLOCKS �.�, \ �L� \ CONTRACTOR SHALL REVIEW PERIMETER BERM FOR SIGNS OF MATERIAL LOSS � —' � AND EROSION. MATERIAL LOSS AND EROSION SHALL BE REPAIRED WITH C r� EX BE y (�^--— r "� " o ON-SITE STOCKPILED BALLAST MATERIAL PROVIDED BY THE PORT OR y STRUCTURAL BACKFILL IMPORTED BY CONTRACTOR. v 19i EX ASPH ROAD&CONC BLOCKS, PROTECT-IN-PLACE 4. CONTRACTOR SHALL FOLLOW ALL TESC MEASURES DESCRIBED IN THE SWEEP A AND UPDATE THE SWPPP AS REQUIRED THROUGHOUT THE DURATION OF THE PROTECT AND MAINTAIN \ i6 CONTRACT. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. / _EX BERM DURING Dv EX OUTFALL 004 1 CONSTRUCTION / I V1 - (DECOMMISSIONED) 5. CONTRACTOR CAN UTILIZE EXISTING NORTH GATE FOR CONSTRUCTION ACCESS AS SHOWN UNTIL DIRECTED BY ENGINEER TO UTILIZE THE NEW NORTH GATE TEMP SILT FENCE PER COE STD ALIGNMENT. DWG 214 ALONG DOWNSLOPE I / \ EDGES OF CONSTRUCTION LIMITS 6. SEE SHEET C1.4 FOR CITY OF EVERETT STANDARD TESC NOTES. 75— EX ROCKERY, U' PROTECT-IN-PLACE EX DOCK � � rr I y��6 ✓J / \ O PROTECT AND MAINTAIN EX INLET PROTECTION ��* EXTEND TEMP SILT FENCE D 1 a TO EX CONIC BLOCKS 6 TEMP SILT FENCE PER COE STD DWG 214 G EX PL �-- NEW DOC OF EX CONIC BLOCKS 16 'SUBSTATION �r 7,1 K E I NOTES �'`/ EX BALLAST STOCKPILE FOR �Pf�20T T-N ALA E Q / 13- ��lYkk ��VLX -_._ ADJACENT TO LANDWARD SIDE OF EX o �'�,� r\,J EXISTING L DEWA ERIN \ MAINTENANCE OF HAUL ROAD I >> 6 (POTENTIAL DEWATERING DISCHARGE LOCATION) SHORELINE ROCKERY. RELOC EXCESS DUNLAP of BLOCKS TO CONC BLOCK STORAGE AND PERIMETER BEAM T MT EX HAUL ROAD_ r v\\ EX 12'WIDE HAUL �\ fig r _ AREA. f 2 EXISTING SMH1995K01 &SMH1995K21 (PORT OF EVERETT) _� NEW LOC OF BERM ADJACENT TO ROAD(ONE-WAY) PROTECT AND MAIN ITAN- r O (POTENTIAL DEWATERING DISCHARGE LOCATION) LANDWARD SIDE OF CONIC BLOCKS 1 1 EX CONSTRUCTION DURING T EX GVL B RELOC EX CONIC TO AND �� -�, COTRU CTION N RUSH. BERM ADJACENT EX ROCKERY - 76 EXTEND BERM APPROX 50'. �s. / G - HEIGHT 2' MIN , ��- - _ _.. '- .__ TOP WIDTH 3' MIN P ASH r,I SIDE SLOPE = 2H:iV MAX TRUCK WHEEL W J 15 BERM EXTENSION SHALL BE IF NECESSARY LEGEND CONTINUOUS WITH NO GAPS. 7g FED AV -- — _ p 1 4) ° `I i GROUND SLOPE DIRECTION 2 o EX FH f ° D �J v / ® TEMP 10 INLET PROTECTIONPER COE 4 5 6 7 OL0WING USE AS PRELOAD,(OUT OF SERVICE) Q pa ° F6T HIGH S LPRELOAD. STD D HE 1/ ■ CONTRACTOR SHALL DISTRIBUTE THE p I °�� ---------- O TOP 5-FEET OF CSBC ACROSS THE �o III ® EX TEMP INLET PROTECTION X LOADING d 1! ® OCK, TYP r1 p p O SITE FOR USE AS PAVEMENT SUBGRADE. 1\ EX FH'S (OUT OF SERVICE) 0 O 76l TEMP SILT FENCE PER COE STD �2 o STOCKPILE&LAYDOWN AREA o �1 DWG 214 15' MIN,TYR p EX SAND / n Q BACKFILL I� ■ 400'f I� ■ D o n ��,LJ/ D o q ��i'7>—�1y�-s�-L�,��-r a a EXTEND BERM APPROX 130'TO � EX LOADING DOCK o S EAST FENCE WITH STOCKPILED o o J 1 �,- BALLAST =MATERIAL.EX WAREHOUSE IHEIGHT •I BLDG ! 4� TOP WIDTH - 3' MIN ■ .v �.� a SIDE SLOPE=2H:1V MAX ■ `S o BERM EXTENSION SHALL BE EX FH 80' 0 80' 1 60' EX FE'S '50't0 7 ---�� _EX DWO ABOVE GRADE PIP i��'✓-� IN SERVICE) fV--%-✓'if -�,�'"� --/ r.. CONTINUOUS WITH NO GAPS. ° OUT OF SERVICE (O FH �1 p UO �i /� J 40' 1 20' ° I ( ) /� EX DWO BELOW 11��] p � � � (OUT OF SERVICE) / '1 W,' 1 I U +i / GRADE PIP SCALE: 1"=80' I do � EX I LJj■ WASTEWATER/STO MWAFE - r CONSTRUCTION ACCESS ASPH- LDJ■ EX FH EX DWO PIPE SEME L� -/� (oUT OF SERVICE) ABOVE GRADE PER COE STANDARD DWG 201 EX GATE CALL 48 HOURS PROTECT AND MAINTAIN EX \ z 9 20 INLET PROTECTION,TYP I _ _ l BEFORE YOU DIG 22'� � " 27 �_ `�' ./ C� �� -��.�'�'=✓` �" 2 � EOP GUARD 14 _ SHAGK DIAL 811 HOPE EX HDPE PIPE _ ABOVE GRADE, PIP _ 22 �--��"^ x �. VERT DATUM: NAVD 88 _ PROPERLY LINE _ Q ■ =� �-o �o o _ KNAVE � CONV TO MLLW = NAVD88+2.03 11 ■ �� 0 27 e v v —� HORZ DATUM: NAD 83/91 Q WEST MARINE VIEW DRIVE SR 529 W ) !� f — 1 IF SHEET IS LESS THAN 22x34 m ---- — REDUCE SCALE ACCORDINGLY PROJECT ENGINEER: SCALE: ^ DWG. NO. LU A. N. WATSON 1" = 80' PORT OF EVERETT CIA ¢A�oc��aS9P ■ �S,tib � NaoJ>� DESIGNED BY: DATE: Port Of =g �� J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. H TT T � EVEgETT1Tff DRAWN BY: CHECKED BY: 1—8-9OO—OS EVERETT & MTCA 3RD INTERIM ACTION PROJECT C) v` K. EDWARDS, D. YU N. WATSON 1601 Sth Avenue,Suite 1300 1 06/21/2021 NW ADDED NOTES R avoia� ,�P.D. BOX 538 Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY REVIEW �� is APPROVED BY: TESC SITE PLAN A N D N0. MT-NT-2021-02.2 EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 am 0 (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SEDIMENT CONTROL PLAN SHEET NO. 19 OF 149 LL