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2600 FEDERAL AVE 2021 Plans 2025-09-29 (2)
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2600 FEDERAL AVE 2021 Plans 2025-09-29 (2)
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Last modified
9/29/2025 11:10:00 AM
Creation date
9/29/2025 11:03:21 AM
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Template:
Address Document
Street Name
FEDERAL AVE
Street Number
2600
Permit
PW2105-051
Year
2021
Notes
SITE WORK FOR FEDERAL AVE IMPROVEMENTS RELATED TO NORTON TER
Address Document Type
Plans
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DEMO EX FENCE RELOC CONC BLOCKS RELOC EX CONC <br /> FOLLOWING PVMT DEMO BLOCKS <br /> TEMP SILT FENCE ALONG <br /> EDGE OF EX ROCKERY PER RELOC BERM EX EDP <br /> PORT GARDNER BAY COE STD DWG 214 FOLLOWING PVMT DEMO RELOC EX BERM <br /> EAST WATERWAY EX EDP xDEMO EX ASPH PVMT EX GVL & BRUSH <br /> EX ROCKERY, PIP — — �— — — — — — <br /> DEMO EX BRUSH <br /> ALONG SHORELINE , <br /> Y <br /> SECTION <br /> C1.1 C1.3 SCALE: 1" = 5' HORIZ, 1"-5' VERT <br /> CLEAR & GRUB LIMITS <br /> DEMO EX DEMO & DISPOSE OF <br /> EX 6' HIGH CSBC PRELOAD EX JERSEY BARRIER, PIP EX & TOP 6" <br /> PATH LIGHTING OF SOIL BETWEEN EX TEMP SILT FENCE PER COE STD <br /> DEMO EX ROCKEKE RY & EX ASPH DWG 214 ALONG DOWNSLOPE <br /> EX CONC BLOCK ASPH PATH ROAD. REEL TOP 6" EDGES OF CONSTRUCTION LIMITS <br /> \ EX ASPH ROAD, PIP F SOI /GVL EX ROCKERY, PIP <br /> � � <br /> \ EX SAND / p <br /> \ � / 1'f, SEE NOTE 1 REPL TOP 6" <br /> — _ _ _ — _ _ _ _ — — DUFF LAYER PORT GARDNER BAY <br /> EX MONITORING w/4" STREAMBED �� EAST WATERWAY <br /> WELL PIP, TYP COBBLES <br /> NOTES <br /> 1. CLEARING, GRUBBING & DEMOLITION ACTIVITIES SHALL NOT \ — —OHW__V <br /> DISTURB AN AREA WITHIN ABOUT 1' AROUND PERIMETER OF 5' 0 5' 10' <br /> EXISTING MONITORING WELLS TO PROTECT THE WELLS IN PLACE. <br /> BRUSH AND WEEDS TALLER THAN 12 INCHES THAT ARE \ 2.5' 7.5' <br /> LOCATED WITHIN THE 1' OF UNDISTURBED AREA AROUND EACH <br /> MONITORING WELL SHALL BE REMOVED BY HAND WITH SHOVEL. <br /> VEGETATION REMOVAL SHALL INCLUDE REMOVAL OF ROOTS. <br /> CALL 48 HOURS <br /> BEFORE YOU DIG <br /> DIAL 811 <br /> VERT DATUM: NAVD 88 <br /> CONV TO MLLW = NAVD88+2.03 <br /> SECTION HORZ DATUM: HAD 83/91 <br /> CL1 C1.3 SCALE: 1" = 5' HORIZ, 1"=5' VERT W <br /> IF SHEET IS LESS THAN 22x34 <br /> REDUCE SCALE ACCORDINGLY <br /> PROJECT ENGINEER: SCALE: PORT O F EV E RETT � W <br /> � � DWG. N0. � ■� <br /> p, N. WATSON AS SHOWN <br /> �1�ti p4 fAgy41 1p DESIGNED BY: DATE: <br /> Port of 411601 <br /> s- J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO.1Tff H <br /> EvERETT �-'` DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION 1-8-900-05 V <br /> 5th Avenue,Suite 1300 37014 K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.D. BOX 538 Seattle,Washington 98101 ® 05/97/2021 NW FOR CITY REVIEW S 7 APPROVED BY: TEMPORARY EROSION AND NO. MT-NT-2021-02.2 <br /> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 oxeL <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION '\ SEDIMENT CONTROL SECTIONS SHEET NO. 21 OF 149 O <br />
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