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■ NOTES <br /> PORT GARDNER BAY 1. SEAL ALL LONGITUDINAL AND TRANSVERSE <br /> JO <br /> _ ■ <br /> EXINTS STING PAVEEN NEW REPLACEMENT AND <br /> VEMENTS PER SPECIFICATIONS. <br /> 2. SURFACE OF FUTURE MARITIME SITE SHALL <br /> -INCH THICK 7� <br /> oP�O-�O1' �� \\ COF 12 <br /> SBCCNSI ST OVER COMPACTED SUBGRADE.CTED <br /> \ ■ ` ~ oc- \ \)� 8 3. SEE SHEET C3.10A FOR FILL AND FINAL <br /> REPL TOP 6" DEPTH OF PAVEMENT GRADES <br /> °P DUFF LAYER W/6" DEPTH OF <br /> 2H:1V MAX 4-INCH STREAMBED COBBLES <br /> SLOPE, TYPE <br /> / ■ \ \\ �� 8 \ MATCH EX LEGEND <br /> RIDGELNE LABLR ��- GRADE, TYP <br /> HMA PAVEMENT,9"HMA OVER 12"CRBC <br /> o \.. ■ \ \1 / .... 18.15 \\ �\ / `_��� \ ` I ® ■ SEE SECTION A ON C3.2 <br /> / \ 113 \\\ p, `- \ ❑ TEMPORARY 2'PVMT NOT USED <br /> 85 17.63 �v"�� I �, � FENCE/ECO BLOCK <br /> I \ \ 3 <br /> < � .7 51.5 WALL TRANSITION _ 17.30 FINISH GRADE SPOT ELEVATION <br /> \~\ <br /> ■\\ � \ �^ �\� � PRdPERN,LINE \` \�' 0.7% FINISH GRADE SLOPE <br /> / �\ <br /> \ I NT-LP-30 PAVEMENT HORIZONTAL CONTROL POINT <br /> 17.63 I _ "� \ X SEE C3.22 FOR PAVEMENT HORIZONTAL CONTROL SCHEDULE)� �� A <br /> NT-SDMH-17 ■ Y I _ <br /> RIM=16.10 ■ NT-CB-25�i'PE 2 C <br /> ` 15 <br /> RIM 6.00 f <br /> +--- I 17.30 15,90 I 1 0 <br /> 15.8 o ■ I I T-LP- 1 / <br /> +--- 0 0� <br /> 1T-CB-1¢ ®� • � A <br /> 1IM=16.06 'V A <br /> CITY OF EVERETT <br /> ■ I �� PORT GARDNER <br /> STORMWATER <br /> FACILITY <br /> ■ 11 Nr-rD-o7 <br /> ■ <br /> \ 74 I V <br /> .� I ) I TRENCH DRAIN <br /> 21�D \1.88% RIMH 15 sT I ® m <br /> 1.44% I $ 720 LF CONIC BLOCK 3 - <br /> \ \ 15.90 / 87 1763 I I 9 C3 .5 WALL, SEE SHEET C3. ' <br /> \17.98 \ .7 S1 '3 E <br /> 1, FOR WALL PROFILE <br /> KEYMAP <br /> Ld <br /> W 2 ✓ $ 30' 0 30' 60' <br /> `� T-L 32 <br /> RIDGELINE=19.51 NT-HM -10 O� �� - 15' 45' <br /> 9.51 63 �i a SCALE: 1 <br /> A 18.17 <br /> 22 �A �v � � CALL 48 HOURS <br /> = 18.60 18,40 23 1 / BEFORE YOU DIG <br /> 18 15 7. �89 18.55 DIAL 811 <br /> 18.15 94 18.45 93 �y 166 90 17.80 <br /> Q 18.20 95 m VERT DATUM: NAVD 88 <br /> 6 CONV TO MLLW = NAVD88+2.03 <br /> NT-SDMH-2t N N, E rI ® HORZ DATUM: NAD 83/91 Z <br /> ■ ■ 4■ ■ x ■ ■ 19 ■ �y ■ ■ ■ \'`■ ■ ■ i� ■ ■ RECORD DRAWING IF SHEET IS LESS THAN 22x34 <br /> MATCH EX GRADE, TYP I 9 M ATC H LI N E - SEE C3. 1 0 REDUCE SCALE ACCORDINGLY Q <br /> 0 <br /> A 07/05/2023 NW RECORD DRAWING PROJECT ENGINEER: SCALE: <br /> RECORD CONDITIONS N. WATSON 1" = 30' PORT OF EVERETT DWG. NO. <br /> Port O 8 os/29/2022 NW SUBSTATION SITE DEVELOPMENT ILLUSTRATED IN THESE ���� <br /> Y f' Zi 04/08/2022 NW MARITIME TENANT SITE DEVELOPMENT PLANS REFLECT DESIGNED BY DATE N 0 R T 0 N TERMINAL DEVELOPMENT � <br /> J. BECKER 05/07/2021 CIE NO. <br /> ������� 8 07/09/2021 NW ADDER TO 9-INCH PVMT INFORMATION 1-8-900-OS 0 <br /> 0 07 09 2021 NW ADDENDUM 1 DRAWN BY: CHECKED BY: O <br /> / / PROVIDED BY THE & MTCA 3RD INTERIM ACTION <br /> 16015th Avenue,Suite 1300 0 06/21/2021 NW ISSUED FOR BID CONTRACTOR.RECORD K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 538 GRADING DETAIL PLAN N0. MT-NT-2021-02.2 W <br /> Seattle,Washington 98101 ® 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 NO. DATE BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. (4 OF 7) SHEET NO. 35 OF 150 w <br />