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c <br />TERMINATE SECURITY 0 <br />FENCE AT TOP OF BANKHw <br />Ln <br />DUNLAP n o 4 ■ <br />\ 1 (PORT OF EVERETT) J 16.00 16.00 1 <br />_ EVERETT SHIP REPAIR � � � � � ■ �J <br />(PORT OF EVERETT) x APPROX GRADE EXTENTS, \ 05.40 �� _ V) <br />HEWITT TERMINAL _ MATCH EX GRADE, TYP <br />(PORT OF EVERETT) \ -\ C�7 J / , I <br />\ I TRENC <br />/ H DRAIN <br />t^ \ \ x \ l "HIGH POINT <br />RIM=14.90 Ld <br />- x NT-SDMH-08, 45 I ¢ 14.95 z <br />�r �� l� ✓ NT-SFMH-48, _ <br />REPL EX StCE GATE L RIM=14.05 I GUMD SHACK <br />® EX PERSONNEL GATE <br />\ � w/32LF 0� SECURITY � a � WITH RESTROOPh^\ <br />_ SSNCE PE DETAIL 1, EX COMM UTILITY BOX x ) , 1 1/0 IL <br />T C6.4. ENCE w/BOLLARD, PIP EX 35LF SLIDING / \\op I I _ M ■ <br />® FIGHT SHALL MATCH GATE TO EVERETT - 14.67 LAST LIGHT ) NTSpMH��107 <br />\ SHIP REPAIR rr <br />l O° 14.20 ME I COMMOMM POLE LP20 <br />vEX FENCE FjEIGHT -- lG N�2TH Q� Q <br />® \ [GOMM POLE EX SECURITY EX 30 LF SLIDING °� 14.40 ME I TOP CONC PAD GATE/ ( j <br />_ �\ \ FENCE GATE TO DUNLAP ( ELEV=15.00' <br />d� d 2� / do doL do x x -14.9± ME x 14.65y 47 <br />s- -------- --- - --- -------- - - - 200' ■ <br />L EX PVMT 7 0 +{ EX GVL ^ 3 X-P&T 3 _ NT-CB-23 ■ <br />r _� 9 0° ° RIM=14.20 ° 7 14.80 rn <br />PVMT v C� 14.60 J 3 <br />oP _ _ _ 3+00 _ - �� _4+00 _ 5+00 EX _ _ 6+00 14.43 ME _ 7+0 ° <br />h <br />+83 <br />d a JS/ a N X X:N ■ X X X X �- <br />////�� EX P T'FE Or � 15.10 TC 15.72 TC NT-SDMH-o9 ti °P� NT-CB-24 °° © 14.64 TC 4g 15.90 TC <br />' RIM=13.57 µ 14.14 BC 14.60 BC 15.22 BC-15.20± ME RIM=15.50 0 <br />( 105'm 15.40 BC <br />P ,3 '°� -o= P X GVL °P OP op <br />15.26 BW o 5 27'- - - - - <br />\ EX GVL EX GVL r_u EX GVL EX PVMT x ° .• .o - r... 15.22 <br />- - - - - - - - - - - - - <br />O \ \ \� MATCH EX GRADE ALONG PAVEMENT [fix LA & 14.0± ME <br />NT SOUTH GATE & <br />BOLLARD, � 1 WAREHOUSE GATE <br />�J 2 PIP i r .,fImi„uI <br />EDGE IN FEDERAL AVE, TYP 14.64 TC 15.66 BW 40 <br />/ EX PP & 14.80 BW 8' W tilt OI PROPERTY LINE/ <br />VEX CURB & �� / GUY WIRE, PIP 14.30 BC 14.114 BC GW 15.50 TC Dw-15_88 BW MTCA BOUNDARY ■ <br />L GUTTER, & EX PP, PIP 15.00 BC I 15.38± ME <br />21 0 �II CONc �� I 14.8± ME 16.06 BW SIDEWALK, PIP ` J ®1 i� GRADE AT DOOR 15.40 \ <br />o122, \ 15.56 <br />EX WAREHOUSE DOOR <br />J <br />I 1 / C-3 �7-I <br />EX WAREHOUSE BLDG 00 <br />o <br />�� \------ �- U <br />ri L, <br />19 <br />x x-�=x x x�x xx _ x x x o <br />\ 20 \ _ I I ■ <br />" 1 ■ L of <br />1`\ \ \ I I �� ■ 0- VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />N IF 'SHEET IS LESS THAN <br />V \- \ \ ~, \,� I A 1\ -�� RECORD DRAWING REDUCE SCALE ACCORDINGLY 4 <br />® 07/05/2023 NW RECORD DRAWING RECORD CONDITIONS <br />PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br />0 12/02/2021 JB DELETE ECOLOGY BLOCK WALL, ILLUSTRATED IN THESE �3�4 <br />N. WATSON 1" = 30' <br />Port Of ADD EX WITS GRAVEL PAD PLANS REFLECT DESIGNED BY NORTON TERMINAL DEVELOPMENT <br />caNTouRs AND UPDATE FINAL J. BECKER 05 05/07/2021 cIP No. <br />EVERETT REVISE & PAVEMENT COORDINATES INFORMATION & MTCA 3 R D INTERIM ACTION 1-8-900-05 <br />0 oe/2e/2021 NW REVISED PER CITY COMMENTS PROVIDED BY THE DRAWN BY CHECKED BY: <br />1601 5th Avenue, Suite 1300 os 21 021 NW ssuEo FOR Blo K. EDWARDS, D. YU N. WATSON PROJECT <br />P 0 BOX 538 0 / /` CONTRACTOR. RECORD GRADING DETAIL PLAN NO. MT-NT-2021-02.2 <br />Seattle, Washington 98101 A 05/07/2021 NW FOR CITY REVIEW 1APPROVED eY: <br />EVERETT, wA 98206 CONDITIONS WERE NOT <br />(206) 382-0600 Fax (206) 382-0500 (425) 259-31 64 PROJECT NO. 1600120 NO. DATE BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. ( q 1 OF <br />7) SHEET No. 32 OF 150 <br />NOTES <br />1. SEE WATER AND ELECTRICAL SHEETS FOR REQUIRED UTILITY <br />TRENCHING IN FEDERAL AVENUE. <br />2. SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS BETWEEN <br />NEW REPLACEMENT AND EXISTING PAVEMENTS PER <br />SPECIFICATIONS. <br />3. ADJUST EXISTING MANHOLE, HANDHOLE, INLET RIM, AND/OR <br />VALVE COVER TO GRADE PRIOR TO PAVING. <br />PROTECT -IN -PLACE. <br />LEGEND <br />HMA PAVEMENT, 9" HMA OVER 12" CRBC <br />F-1 SEE SECTION A ON C3.2 <br />17.30 FINISH GRADE SPOT ELEVATION <br />0.7% FINISH GRADE SLOPE <br />PAVEMENT HORIZONTAL CONTROL POINT <br />/ (SEE C3.22 FOR PAVEMENT HORIZONTAL CONTROL SCHEDULE) <br />KEYAP <br />• • • .• <br />SCALE:• <br />� CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 81 <br />Z <br />a <br />U <br />LU <br />