2600 FEDERAL AVE 2021 PORT OF EVERETT 2025-09-29

PORT GARDNER BAY Ex OUTFALL F(003),� EAST WATERWAY 54"WOOD STAVE EX OUTFALL K OUTER HARBOR LINE TESC 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'f IE=13.2'f HARBOR LINE __ _ OF ALL ON-SITE STORMWATER DURING CONSTRUCTION AND SHALL NOT EX OUTFACE PS-04 PLUGGED EX CONC STRUCTURE EX OUTFACE M 12"PVC ALLOW SURFACE WATERS TO DISCHARGE FROM THE SITE. 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 IE=0.l'f \ BELOW OHW WILL OCCUR IN THE'DRY' DURING LOW TIDE WITHIN A SINGLE 75'LANDWARD OF SHORELINE E� / EX ( ` TIDE CYCLE. WORK THAT CANNOT BE COMPLETED IN A SINGLE TIDE CYCLE (ABANDONED) / CONC ° Q EX RIPRAP SHORELINE SHALL BE TEMPORARILY COVERED AND STABILIZED WITH GRAVEL,GEOTEXTILE ASPHALT/l _WHARF EX WOOD DOCK P �p�PFp,,. OR OTHER APPROVED METHODS PRIOR TO TIDAL SUBMERSION. / CONC BLOCK U WHARF 't M EX BARGE DOCK, PIP �CL�[`i�n�G� STORAGE AREA ~ �N 3. THROUGHOUT THE PROJECT DURATION AND AT END OF PROJECT, X CONC BLOCKS ��f _ CONTRACTOR SHALL REVIEW PERIMETER BERM FOR SIGNS OF MATERIAL LOSS AND EROSION. MATERIAL LOSS AND EROSION SHALL \ L) \ EX BE�R �P, L Ir o \' ON-SITE STOCKPILED BALLAST MATERIAL PROVIDED BYETHEPAIRED PORT RITH STRUCTURAL BACKFILL IMPORTED BY CONTRACTOR. 179- EX ASPH ROAD&CONC / �/��--✓ PROTECT AND MAINTAIN V o O I is, \ BLOCKS, PROTECT-IN-PLACE 4. CONTRACTOR SHALL FOLLOW ALL TESC MEASURES DESCRIBED IN THE SWPPP• 5� \ AND UPDATE THE SWPPP AS REQUIRED THROUGHOUT THE DURATION OF THE CONTRACT SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. EX BERM DURING <l� �✓ 1 EX OUTFALL 004 CONSTRUCTION (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 0 1 k' ALIGNMENT. 20�y'Z XN�c DWG 214 ALONG DOWNSLOPE 0 EDGES OF CONSTRUCTION LIMITS 6. SEE SHEET CLA FOR CITY OF EVERETT STANDARD TESC NOTES. 4 0 = ) n —75�� lD ^ \ - 21 a EX ROCKERY, 7 �' \ PROTECT-IN-PLACE EX DOCK D ( PROTECT AND MAINTAIN -46 ° I EX INLET PROTECTION +B o EXTEND TEMP SILT FENCE �X� D ° 17 O «�� rrJ TO EX CONC BLOCKS �V ° 1� TEMP SILT FENCE �� PER COE STD DWG 214 G EX P�D K E I NOTES SUBSTR ION -�' 1 \ Y ( � / NEW LOC OF EX CONC BLOCKS EX BALLAST STOCKPILE FOR �--16` �PROT T-IN POA E~3 ( \ \ '13- / ADJACENT TO LANDWARD SIDE OF EX MAINTENANCE OF HAUL ROAD I ti� ��_J`� f ) O EXISTING SMH1995u05 SHORELINE ROCKERY, RELOC EXCESS a / C (POTENTIAL DEWATERING DISCHARGE LOCATION) EX { BLOCKS TO CONC BLOCK STORAGE AND PERIMETER BEAM e CJ 6J J DUNLAP C EX HAUL ROAD PVMT AREA O EXISTING SMH1995KOI &SMH1995K21 p` 7 EX 12'WIDE HAUL --.i �16-� (ONE-WAY) �- (PORT�F - 'L \ / (POTENTIAL DEWATERING DISCHARGE LOCATION) EVERETT) NEW LOG OF BERM ADJACENT TO 1 ROAD(ONE-WAY) PROTECT AND MAINTAIN- -"`� LANDWARD SIDE OF GONG BLOCKS -PT EX BERM DURING \ - L CONSTRUCTION REL CONC BLO KS AND J `�s f EX GVL/BRUSH, BERMO C ADJDJ ACENT To ROCKERY TRUCK WHEEL WASH F NECESSARY =s _ LEGEND FED AV �� 2 �o � p o GROUND SLOPE DIRECTION i� EX PH 4 5 6 7 (OUT OF SERVICE) ® i� EX 6-FOOT HIGH CSBC PRELOAD. ( �' ® TEMP INLET PROTECTIONROTECTION PER COE ■ a CONTRACTOR FOLLOWING SHALL DISTRIBUTE THEr� -_--- THE WAREHOUSE TENANT LEASEHOLD �� X LOADING AREA(APPROX 289'x449 AS SHOWN) TOP 5-FEET OF CSBC ACROSS THE - / ® EX TEMP INLET PROTECTION a r® .-, SITE FOR USE AS PAVEMENT SUBGRADE OCK, TYP IS NOT AVAILABLE FOR CONTRACTOR n EX FH'S LAYDOWN OR STOCKPILE PURPOSES, J �6 _ (OUT OF SERVICE) 8 �` <' �s TEMP SILT FENCE PER COE STD SEE SHEET G5.1 FOR ADDITIONAL 7 �, INFORMATION EX SAND o '. DWG 214 BACKFILL I� ■ 449'f 8 "� e -- I I EX LOADING DOCK EX WAREHOUSE 7) ® �`] �-- p Z .I BLDG ■ 10'f /I Q 1Q I � - j S80' o ao' 160' Ex FH'S ■ EX o'7 ® —�� EX DWO ABOVE GRADE PIP v _ v J ® (OUT OF SERVICE) r (OUTHOF SERVICE) STOCKPILE& LAYDOWN AREA r J�� P EX DWO BELOW J e o p P rD U✓ y8 l 40 1 20 (� �� GRADE PIP o t SCALE: 1"=80' ae L_L]■ WASTEWATER/STO MWATEP' CONSTRUCTION ACCESS ASPH \ LL1 EX PH PIPELINE-EASEME 1�\ � V)i (OUT OF SERVICE) r� ABOVE GRADE /l-—18 /� �--� ./ �✓� ��\fPER COE STANDARD DWG 201 aJ a EX GATE I 1 IZ o ■ _J -- - 9 /~ -==—_ PROTECT AND MAINTAIN EX , 1 = CALL 48 HOURS -- INLET PROTECTION,TYP - Z _� \ � A r� �•�r, 2 L EOP s RK BEFOOR IAL$YOU DIG — 1 — �� _ — ABovE GRADE, PIP 22 __ 11 PROPm VERT DATUM: NAVD 88 _ = Y LINE _ 20 e _ 0 Q(�AVE _ CONV TO MLLW = NAVD88+2.03 A 0 ■ —�ti�� ~� —2 — HORZ DATUM: NAD 83 91 11 � ■ Q� WEST MARINE VIEW DRIVE(SR 529)� '� ��= "— IF SHEEP IS LESS THAN 22x34 M - ^^— _ — � -, -- REDUCE SCALE ACCORDINGLY a PROJECT N. WATSONENGINEER: SALE: PORT OF EVERETT DWG. N0. CIA RECORD CONDITIONS N. W 1" = 80' Port o,f ILLUSTRATED IN THESE 07/05/2023 NW RECORD DRAWING PLANS REFLECT DESIGNED BY: D"�' N 0 RTO N TERMINAL DEVELOPMENT � J. BECKER 05/07/2021 CIP NO. EVERETT 6 07/09/2021 NW ADDENDUM 4 INFORMATION 1—8-900-05 O A D7/D9/2D2, NW ADDENDUM 1 PROVIDED BY THE DRAW" BY: CHECKED BY & M T CA 3 R D INTERIM ACTION 16015th Avenue,Suite 1300 1 O6 21 2021 NW ISSUED FOR BID K. EDWARDS, D. YU N. WATSON PROJECT P.G. BOX 538 0 / / CONTRACTOR.RECORD TESC SITE PLAN AND Seattle,Washington 98101 NO. MT—NT-2021—02.2 V EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW CONDITIONS WERE NOT APPROVED BY: W (425) 259-3I 64 (206)382-061 Fax(206)382-0500 VERIFIED BY ENGINEER. SEDIMENT CONTROL PLAN SHEET NO. 19 OF 150 PROJECT NO.1600120 N0. DATE BY REVISION �:0. DATE BY REVISION