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NIATCHLINE e SEE C3.6 -18------------- <br /> . � . . � . . � . . � . . � . . � . . � . . � . . � . . � . . � . . � . . . � . . � . . � . . � . . � . .- . . � NOTES <br /> -�---------------19-------------------19----- 19.51 9" PVMT \\ ■ 1. SEAL ALL LONGITUDINAL AND TRANSVERSE <br /> ■ �� 18.93 (2" PVMT) \ ■ JOINTS BETWEEN NEW REPLACEMENT AND <br /> EXISTING PAVEMENTS PER SPECIFICATIONS. <br /> i <br /> RIDGELINE-19.51 RIDGELINE=18.93 ', 2. ADJUST EXISTING MANHOLE,HANDHOLE,INLET <br /> - 0 RIM,AND/OR VALVE COVER TO GRADE PRIOR <br /> ■ - - - - - - - - - - - - - - - � � TO PAVING.PROTECT-IN-PLACE. <br /> ■ I ■ <br /> L---------------19_ ___ ___--"Q-- I <br /> RIM18 ) I LEGEND <br /> RIM=18.17 <br /> IE=11.56(18"W) � SDMH2O <br /> p RIM=17.50 HMA PAVEMENT,9"HMA OVER 12"CRBC <br /> TRENCH DRAIN, TYP D E=11.56(18"E) 18 08� / $� \\ ig,25 HP ) \ ■ <br /> IE=12.83 SEE SECTION A ON C3.2 <br /> C3.9 51.3 \ <br /> \ 18.25 HP \ / 1 \ HMA PAVEMENT,2"HMA OVER 12"CRBC <br /> \ -1.5Q% / ` ® SEE SECTION D ON C3.2 <br /> 50% <br /> TD5 G GRADE BREAK 1.50X* <br /> ® 17.30 FINISH GRADE SPOT ELEVATION <br /> ■ /� 1 `� O n 1��J � 0.7% FINISH GRADE SLOPE <br /> �J TRENCH DRAIN )27RIM-17.50 <br /> \ <br /> I SDMH19 18.08 HIGH POINT M PAVEMENT HORIZONTAL <br /> RIM=1803RIM=18.03 2.88 CONTROL POINT <br /> IE-17.09 TD N IE=17.51 \ XX (SEE C3.22 FOR PAVEMENT <br /> IE=16.51 TD S HORIZONTAL CONTROL SCHEDULE) <br /> LljIE-11.60(18")W 19.05 18.47 ■W <br /> -------197, -------- --------� 19------ \ ■Ld <br /> cn <br /> 5%MAX <br /> ®� ®* 19.46 18.88 -- ®A ■���� <br /> J LP12 LP13 LET J \ <br /> _ 0.______ <br /> -20- <br /> U CONCRETE GUTTER, TYR C - /� ■U <br /> 0- C3.9 S1.3. <br /> RIM=20.30 0 /� <br /> ■ IE=16.58 12" N <br /> IE=15.85 12"W <br /> 0.50% I 20.90 HP <br /> 0.50% ow20.45 \ I <br /> 0.50% \ $ \ <br /> \ I� <br /> \ / RIM=20.30 0509 �� ��� / \vim✓� ^� / \\ pp�� -- <br /> IE=17.3D _ ` �20.9\ / \\ ✓ \� KEYMAP <br /> 9 <br /> N �� 21.25�7L�� \� �� \\ 30' 0 30' 60' <br /> ® 21.60 HIP �= ■■��� ■ 3 nn■��sons Rosannama ��� 21.12 20.52 \\ ■ 15' 45' <br /> na � \\ SCALE: 1"-30' <br /> 21.25 <br /> ° - -2,.so�� •����� � .■.■:-57 MAX __ \� C CALL 48 HOURS <br /> a x -x - = - - __ -- <br /> 32 FORE B YOU D---_- E I 21 - -� _ _ \ ° G <br /> ----=21.23 DIAL 811 <br /> 00 <br /> .�'��` 31 21.25 9" PVMT 20.67 (2" PVMT) � �� VERT DATUM: NAVD 88 <br /> ■ +J`! - x_ <br /> -= CONV TO MLLW - NAVD88+2.03 <br /> 22 HORZ DATUM: NAD 83/91 <br /> PROPERTY LINE_ <br /> c BNSF RAILROAD R.O.W. IF SHEET IS LESS THAN 22x34 W <br /> ---- <br /> -- ----- REDUCE SCALE ACCORDINGLY <br /> m <br /> 0 LU <br /> N PROJECT ENGINEER: SCALE: <br /> PORT OF EVERETT °W N C3 9 <br /> � A. Jy N. WATSON 1" - 30' � <br /> OP�oe resa�gT <br /> `t S8 � DESIGNED BY: DATE: <br /> 0 <br /> Port of =�5° J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. H <br /> :z 1TffEVERETT DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION -8-goo-os V <br /> 1601 Sth Avenue,Suite 1300 gppl4 K. EDWARDS, D. YU N. WATSON PROJECT <br /> G P.O. BOX 538 Seattle,Washington 98101tA GRADING DETAIL PLAN NO <br /> MT-NT-2021-02.2 <br /> EVERETT, WA 98206 L� 05/07/2021 NW FOR CITY REVIEW �9loASL t� ` APPROVED BY: O <br /> N (425) 259-3164 (206)CT NO.1 Fax(206)382-OS00 (G 0 C 7\ <br /> PROJECT N0.1600120 No. DATE BY REVISION No. DATE BY REVISION l V r J SHEET N0. 37 OF 149 LL <br />