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MATCHUNE e SEE C3.6 <br /> . � . . � mm � ME � ME � ME � ME � ME � ■ ■ � ■ ■ � NOTES <br /> ■----- �1------------------------- <br /> 1. SEAL ALL LONGITUDINAL AND TRANSVERSE <br /> - - - - - - - - - - - - - - - - - - - - - JOINTS BETWEEN NEW REPLACEMENT AND <br /> EXISTING PAVEMENTS PER SPECIFICATIONS. <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 /> ■ <br /> ______________ 19 �_ > <br /> N N / ■ \I LEGEND <br /> !LEND <br /> • TDS TRENCH DRAIN, TYP ( ■ HMA PAVEMENT,9"HMA OVER 12"CRBC <br /> TRENCH DRAIN NT-SDMH-18 ' SEE SECTION A ON C3.2 <br /> ■ RIM=18.03 HIGH POINT C3.9 S1.3 RIM=18.17 / ■1 8 <br /> RIM=18.03 <br /> � TEMPORARY 2"PVMT NOT USED <br /> G A <br /> 17.30 FINISH GRADE SPOT ELEVATION <br /> ■ � �������� ���� �� � f / �� ��� HIGH POINTOIDRAIN �� ■ <br /> p.7� FINISH GRADE SLOPE <br /> NT-SDMH-19 18.08 <br /> RIM=18.03 RIM=18.03 I XX PAVEMENT HORIZONTAL <br /> CONTROL POINT <br /> ■� (SEE C3.22 FOR PAVEMENT <br /> HORIZONTAL CONTROL SCHEDULE) <br /> NT- <br /> RIM <br /> I1 g�1 I I <br /> r ' <br /> ®Ak ® ®A- Ak N <br /> _ NT-HML-13____________________________ _ <br /> NT-HML-12 l NT-HML-14 � <br /> � ■ CONCRETE GUTTER, TYP � � �/ <br /> D- ■ C 20 a u 20.90SY � -1 NE=20.90 r <br /> RIDG = BREAKLINE RIDGELI � <br /> O \ ______------ � �3 <br /> - a <br /> 4=24.254403,00 / ■ o ° <br /> Z 0,50% 20.90 HP \\ Rio�FLNe / \ <br /> 0.507 71 ° <br /> \ 84 / m <br /> NT-CB-07 // \ \■ \\\\1-V-�.i RIM=20.30 // \\A N- 8 _ 21.75 75 <br /> R \ 0 VL <br /> / TRENCH DRAIN <br /> .90, � 20 <br /> - , <br /> 21.70 HP HIGH E POINT/ <br /> RIM=1S <br /> BREAKLINE RIM=19.4,5 R TD9�B <br /> 19.50 <br /> 69 <br /> ♦ _N = / �� <br /> ♦ -�22.2s I <br /> 74 30' 0 30' 60' <br /> ■�� ® 21.60 � ■�■ ■��I��H � � � -�-���_ � ■ a' PERsc <br /> -RE�■ C� �� ���♦�♦♦♦ \ J \ MNC F G�= SCALE: 1"=30' <br /> 15' 45' <br /> 33 - CO BASE, T =♦�a� _ \ <br /> ♦�h�- /'_1� T NORTI <br /> ♦♦♦ 73 �- WIN, SERVICE <br /> a♦�♦ ♦ ���� � ---- SWII�IG GAT S <br /> a ti r L <br /> 76 -__ ✓ o CALL48HOURS <br /> 32 x BEFORE YOU DIG <br /> -_ 22.25 �� � __-___ -20.90 78�(�� DIAL811 <br /> ■ _ <br /> �21.20 - X� - an <br /> Inoa VERT DATUM: NAVD 88 <br /> CONV TO MLLW = NAVD88+2.03 <br /> HORZ DATUM: NAD 83/91 Z <br /> ROPE ry LINE_ <br /> BNSF`RAILROAD R.O.W. _� _ <br /> IF SHEET IS LESS THAN 22x34 <br /> ~- -S - REDUCE SCALE ACCORDINGLY Q <br /> R N. WATSONENGINEER: SCALE: PORT OF EVERETT DWG. N0. C3 9 <br /> RECORD CONDITIONS N. W 1" = 30' <br /> ILLUSTRATED IN THESE <br /> Port of PLANS REFLECT DESIGNED BY DATE' NORTON TERMINAL DEVELOPMENT <br /> J. BECKER 05/07/2021 CIP NO. <br /> EvERETT 6 12/02/2021 NW RECORD DRAWING INFORMATION 1-8-900-OS 0 <br /> juj A 12 02 2021 NW 2-INCH TO 9-INCH PVMT DRAWN BY: CHECKED BY: O <br /> / / PROVIDED BY THE & MTCA 3RD INTERIM ACTION <br /> 16015th Avenue,Suite 1300 0 DB/21/z0z1 NW ISSUED FOR BID CONTRACTOR.RECORD K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 536 GRADING DETAIL PLAN NO. MT-NT-2021-02.2 W <br /> Seattle,Washington 9206) ® 05/07/2021 NW FOR CITY REVIEW APPROVED BY: <br /> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 CONDITIONS WERE NOT C <br /> (425) 259-3164 PROJECT NO.1600120 ND. DATE BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. (6 OF 7) SHEET NO. 37 OF 150 <br />