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MATCHUNE e SEE C3o6 <br />.....................�..�..�..�..�..�..�..�..�..�..� .� NOTES <br />■ ,,, ■ <br />■ 1. SEAL ALL LONGITUDINAL AND TRANSVERSE <br />00 00 <br />JOINTS BETWEEN NEW REPLACEMENT AND <br />EXISTING PAVEMENTS PER SPECIFICATIONS. <br />'�i <br />RIDGELINE=19.51 RIDGELINE=19.51 2. ADJUST EXISTING MANHOLE, HANDHOLE, INLET <br />.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. RIM, AND/OR VALVE COVER TO GRADE PRIOR <br />■ TO PAVING. PROTECT -IN -PLACE. <br />' c"IJ LEGEND <br />' TD5 TRENCH DRAIN, TYP ' ❑ HMA PAVEMENT, 9" HMA OVER 12" CRBC <br />TRENCH DRAIN NT-SDMH-18 ' SEE SECTION A ON C3.2 <br />■ HIGH POINT C3.9 S1.3 RIM=18.17 / ■ 0 <br />RIM=18.03 RIM=18.03DD I <br />TEMPORARY 2" PVMT NOT USED <br />• � FINISH GRADE SPOT ELEVATION <br />/ ,\ % FINISH GRADE SLOPE <br />■ f / / TRENCH DRAIN / ■ <br />/ NT-SDMH-19 18.08 J HIGH POINT I`�) PAVEMENT HORIZONTAL <br />RIM=18.03 RIM=18.03 XX <br />CONTROL POINT <br />(SEE C3.22 FOR PAVEMENT <br />Li L, ■ HORIZONTAL CONTROL SCHEDULE) <br />- <br />Lj-r- - - - - - - - - - - - - --------�- <br />NT- <br />Q%, RIM <br />n 01 00 <br />NT-HML- ' <br />NT-HML-12 � /� � � - / V / � � �I / \- � NT-HML-14 <br />■ CONCRETE GUTTER, TYP4 N- <br />■ C3.9 S1.3a I 20.90 a m1 20.90 77 L ■���� <br />a N <br />r <br />RIDGELINE=20.90 70 BREAKLINE RIDGELINE=20.90 7�/ <br />CN <br />00 <br />0.50% 20.90 HP \ R1DGLO <br />/ <br />:. <br />............ <br />.. ............. . <br />-/Q A\ <br />■ \ NT-CB-07 21.75 75 <br />■ \ RIM=20.30 / NI� - - - 20 <br />/ RIM=20.30 \ \ f _ --]E <br />Q �� TRENCH DRAIN./ � � NT-SDI <br />- 9�9 21.70 HP HIGH POINT / RIM=1f K �Y D� A P <br />/ NT-TD-06 <br />BREAK/ RIM=19.4 RIM=19.45 <br />■ � \ 19.50 <br />■ � 69 <br />N 22.25 �L 74 r' 30' 0 30' 60' <br />■�� ® 21.60 ��� ■ _ , ■ 4' PERSC 15 45 <br />]■ �� 33--�������� \ RELOCATED FLAG­WoLE= - SCALE: 1 "=30' <br />J z \ J CONICBASE, SEE HT D1.7 <br />C / ■■ ■rUj <br />p NT NORTI <br />72 r� \ GIs 73 y I / 2-15FT SERVICE <br />\ 1 . f <br />-■� L r -� J .■ �� �1- �� SWINE GATES <br />x- <br />x - - ■ -� , \ 6 ' \ ✓ o CALL 48 HOURS <br />2� 22.25 - - = - _� # _ - �_ _ _ 2a 90 _ BEFORE YOU DIG <br />--r DIAL 811 <br />■ <br />21.20 -- - - _ _ - on ■ !IN(n)VERT DATUM: NAVD 88 <br />- - x x CONV TO MLLW = NAVD88+2.03 <br />-22 ` - -� �- NE HORZ DATUM: NAD 83/91 <br />z � - � PROPERTY BNS` RAILROAD R.O.W. _ � _ PR' PERT� LINE J _ <br />IF SHEET IS LESS THAN 2204 <br />REDUCE SCALE ACCORDINGLY <br />PORT OF EVERETT DWG. NO. <br />RECORD CONDITIONS PROJECT ENGINEER: SCALE: N. WATSON 1 " = 30' C3.9 <br />Port of ILLUSTRATED IN THESE <br />PLANS REFLECT DESIGNED BY DATE, NORTON TERMINAL DEVELOPMENT <br />A3 07/05/2023 NW RECORD DRAWING INFORMATION J. BECKER 05/07/2021 CIP NO. <br />EVERETT 1-8-900-05 <br />0 12/02/2021 NW 2-INCH To 9-INCH PVMT PROVIDED BY THE DRAWN BY CHECKED BY: & MTCA 3 R D INTERIM ACTION <br />N <br />1601 5th Avenue, Suite 1300 os 21 021 NW ssuEo FOR BID K. EDWARDS, D. YU N. WATSON PROJECT <br />P O BOX 538 0 / /` CONTRACTOR. RECORD GRADING DETAIL PLAN <br />Seattle, Washington 98101 A 05/07/2021 NW FOR CITY REVIEW 1APPROVED BY N0. MT-NT-2021 -02.2 <br />EVERETT, WA 98206 CONDITIONS WERE NOT <br />(206) 382-0600 Fax (206) 382-0500 (425) 259-3I 64 PROJECT NO. 1600120 NO. DATE BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. (6 OF <br />7) SHEET No. 37 OF 150 <br />Z <br />a <br />U <br />W <br />N <br />w <br />