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\ MATCIHLINE - SEE C3. � <br /> T . . . . . . . . r,\IE=l <br /> . . E /r . . i . . . . .17.50 D°° � � . . . .-��: . . � NOTES <br /> 1. SEAL ALL LONGITUDINAL AND TRANSVERSE <br /> 16.62 I \ JOINTS BETWEEN NEW REPLACEMENT AND <br /> I\ / EXISTING PAVEMENTS PER SPECIFICATIONS. <br /> \ / 63 i / / 2. ADJUST EXISTING MANHOLE,HANDHOLE,INLET <br /> 0 FUTURE PUD SUBSTATION RIM,AND/OR VALVE COVER TO GRADE PRIOR <br /> \ TO PAVING.PROTECT-IN-PLACE. <br /> ■ C �' /I CITY OF EVERETT <br /> PORT GARDNER <br /> STORM <br /> ACILITYER <br /> ■ <br /> CB0 LEGEND <br /> I S RIM=17.40 / y� <br /> 17.42 18.40 IE=14.02 � 1 / <br /> aP o0 00- ■ HMA PAVEMENT,9"HMA OVER 12"CRBC <br /> O � \ \ I w SEE SECTION A ON C3.2 <br /> 1 I <br /> HMA PAVEMENT,2"HMA OVER 12"CRBC <br /> ■ �� ref SEE SECTION D ON C32 <br /> w■ ✓ `� ;� x o 17.30 FINISH GRADE SPOT ELEVATION <br /> Lj■ 0.7% FINISH GRADE SLOPE <br /> (/ PAVEMENT HORIZONTAL CONTROL POINT <br /> \ I CB21 I I9 (SEE C3.22 FOR PAVEMENT HORIZONTAL CONTROL SCHEDULE) <br /> 1808 <br /> IE-14.45 w <br /> \ 7 <br /> r\\JI 18.42 w RIM18.6 <br /> IEM14.63 <br /> �79 L 18.67 HE 19.40 N:363203.35 I 1 <br /> E:1302100.73 <br /> \ 19.66 HP <br /> ■ A� 24 19.28 <br /> �x xx al <br /> I 19.09 \ 25 o k <br /> \ vA RIM7 I \x -4 RIM14.95 l <br /> 19.49 v 19.69 9� O 61LF C&G PER COE STD DWG} 307 <br /> 3 ` 8 <br /> \\ 9 Q� so� 19.28 HIP <br /> 26 MATCH EX C&G~ -� 00 <br /> \ ■ _ op- oP ap•� A �-�- <br /> on (■■IlIli 18.71f ME __ L� ) +\- - <br /> 29 T G �:■r AVE-aP■■i ■■■■■■■ ■■i■r■■■-a■ ■ ■L■ ■_■_ap B�EYMAP <br /> 20.06f ME O - NOR TO \- EX DWO BELOW GRADE \ - _ <br /> ■ 0 PROPERTY LINE/ <br /> _ MTCA BOUNDARY 28 - <br /> __ <br /> 2� 19.91t ME 30' 0 30' 60' <br /> MATCH _ <br /> _ O <br /> � ■ EX PVMT �� �� �� ���'�==_�-- � 15' 45' <br /> SCALE: 1"-30' <br /> CALL 48 HOURS <br /> MI! _=�1 - _ BEFORE YOU DIG <br /> DIAL 811 <br /> mr� -----_ VERT DATUM: NAVE) 88 <br /> ■ -_-_ CONV TO MLLW - NAVD88+2.03 <br /> ---_ HORZ DATUM: NAD 83/91 <br /> I -- <br /> m c <br /> _ - W <br /> ---- -_ IF SHEET IS LESS THAN 22x34 <br /> CL< REDUCE SCALE ACCORDINGLY <br /> m <br /> 0 N PROJECT ENGINEER: SCALE: W <br /> A. N. WATSON 1" - 30' PORT OF EVERETT °W N C3.10 <br /> 0P o><resa�gT <br /> DESIGNED BY: DATE: <br /> Port of <br /> 0 =�5° H. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIE NO H <br /> DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION <br /> :z 1TffEVERETT -8-goo-os V <br /> 1601 Sth Avenue,Suite 1300 ygpl4 K. EDWARDS, D. YU N. WATSON PROJECT <br /> G P.O. BOX 538 Seattle,Washington 98101tA GRADING DETAIL PLAN N� <br /> MT-NT-2021-02.2 <br /> IN) EVERETT, WA 98206 A 05/07/2021 NW FOR CITY REVIEW �sloASL Ap ` APPROVED BY: O <br /> (425) 259-3164 <br /> N (206)382-0600 Fax(206)382-0500 / O C <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION l f ) SHEET NO. 38 OF 149 LL <br />