Laserfiche WebLink
PORT GARDNER BAY <br /> EAST WATERWAY OUTER HARBOR LINE <br /> NOTES <br /> INNER HARBOR LINE 1. SEE SHEET C3.1 FOR PAVEMENT SECTION <br /> -- -- -- -- -- -- TYPES/THICKNESS. <br /> DEMO&REPL EX OUTFALL M <br /> (SEE SHEET C4.1) ` \ 2. SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS <br /> BETWEEN NEW REPLACEMENT AND EXISTING <br /> ❑ PAVEMENTS PER SPECIFICATIONS. <br /> 3. ADJUST EXISTING MANHOLE,HANDHOLE,INLET RIM, <br /> / CONC BLOCK µ AND/OR VALVE COVER TO GRADE PRIOR TO PAVING. <br /> STORAGE AREA PROTECT-IN-PLACE. <br /> �\ <br /> - EXBEM��ti� �- 1 LEGEND <br /> 7 ✓r/ EX SAND BACKFILL TO REMAIN 17.35 ) Y�, p 19 �� STORMWATERNLIFT STATION \ <br /> �OMM POLE TYP 17.36' J l `s 76 FINAL CONTOUR <br /> \ V,�S� CONTROL PANEL <br /> = � A <br /> maw <br /> EXISTING CONTOUR <br /> REEL EX OUTFALL A(SEEHIGH-FLU S RMWATER <br /> ll. 7 - \"7 T,. CESF STORMWATER <br /> SHEET C4.1 /II 0 <br /> 6.0T BYPASS/LI S A ON S S EM TREATMENT SYSTEM <br /> mrJ My mT <br /> NT-HML-� NT--HML--O� <br /> � <br /> 11IuI (�I�'�l RIDGELINE=17.76' o�� 2 6 �� - <br /> RIDGE 17.76 CARGO CONTAINER EX PUD <br /> CONTAINMENT AREA I <br /> p soBST ION <br /> _ _ --------------- �� h - -17 <br /> DUNLAP � TRENCH DRAIN,TYP O e <br /> / ^� � \C GUTTER,�'P3• 10'x15' DUMPSTER \ N F -30 P PER7), <br /> (PORT OF 3 S1.3 15.85 TRENCH DRAIN, T P &RECYCLE AREA ® L� _ <br /> EVERETT) CONCRETE GUT T P - C3.3 S1.3 ��� <br /> ---®---o- --16-� ® ® T� P'31 <br /> 16- QI ale <br /> ®`s V� -� / <br /> o _ _ �� 15.85' <br /> ---- _ <br /> ,. E'T301587.74 --- ------ ----- ---------1� - <br /> - I '®-NT--HML s r H1dr�RAL v-�� <br /> 67- B - 1 a_ <br /> ��j �4 a <br /> � <br /> l ----- 19 'T <br /> IPROwk � NT SOUTH GATE & II \ \ <br /> MTCA BOUNDARY WAREHOUSE GATE �I RIDGELINE-19.51' RIDGELINE-19.51' `_ /' "' LP_ TY OF EVERETT <br /> �� N ITT HPL 1 p PORT GARDNER <br /> RIDGE 19.51' G o ----- -_- o � STORMWATER <br /> C N EX CONTAINER STORAGE PAD <br /> �» A <br /> FACILITY <br /> I-to C .3 C3.11. , WAREHOUSE TENANT <br /> LEASEHOLD II 18.08 L^ o..-o,a �� �'-� ❑ m <br /> I \ <br /> l <br /> � � 8.08' Da Q f L�����1 ✓ � ✓ 1 � i�� j_✓ 0 <br /> N:361820.93 N:3�'2613.7 I ----------------- ---- \ �� <br /> I EX WAREHOUSE X) E:1301876.97 E�3�i1883.6� � -19- <br /> • BLDG ,I ly 9 P- 3 <br /> MA mA. 19' <br /> �d _ HdLfiT ---- - ---- - ----- <br /> - 4 Tn � T-HML 12 ��-_-��`�ti'�'.\� A�'�v�� - �T HML -� � Z <br /> ° RIDGELINE=20.90' „r <br /> RIDGE 20.90' o <br /> ��2 � ---- ml o- RIDGELINE 2090' 80' 0 80' 60' <br /> Qo CONC GUTTER,TYP -1- ( Y� <br /> • `: o ) <br /> ��\-��l•� A��r i \ ��-'�� -{:fi302fi59.9�, 10' 120 <br /> N:36 BT-HM�- 3��43.44� SCALE: 1"-8j'325d.32 CALL 48HOURS <br /> I I - <br /> { BEFORE YOU DIG <br /> v - <br /> - - <br /> DIAL 811 <br /> 110 <br /> -- VERT DATUM: NAVD 88 <br /> PROPE <br /> C2.1, C3.3, C4.1 C3.13 Rr - E Z_ <br /> _0 NAVE CONV TO MLLW = NAVD88+2.03 <br /> _ d HORZ DATUM: NAD 83/91 <br /> C2.1, C3.3 C3.1 �� _= f <br /> WEST MARINE VIEW DRIVE(SR 529) <br /> IF SHEET IS LESS THAN 22x34 <br /> REDUCE SCALE ACCORDINGLY Q <br /> ® / /202 NW MARITIME TENANT SITE DEVELOPMENT PROJECT ENGINEER: SCALE PORT OF EVERETT DWG. N0. <br /> 12 C3 3 <br /> ® 12/0202/2021 JB DELETE EcoLocv BLOCK WALL, RECORD CONDITIONS N. WATSON 1" = 80' <br /> ADD Ex wHS GRAVEL PAD ILLUSTRATED IN THESE <br /> Port of GRADES R& PAVEMENTTCOORDINATEs PLANS REFLECT DESIGNED 6Y DATE'J. BECKER 05/07/2021 N 0 R T 0 N TERMINAL DEVELOPMENT <br /> CIP N0. <br /> - EVERETT B 12/02/2021 NW 2-INCH TO 9-INCH PVMT INFORMATION 1-8-900-05 <br /> E © 07/09/2021 NW ADDENDUM 1 PROVIDED BY THE DRAWNK. D CHECKED S: & MTCA 3RD INTERIM ACTION p <br /> 16015th Avenue,Suite 1300 10 06/21/2021 NW ISSUED FOR BID 8 07/05/2023 NW RECORD DRAWING CONTRACTOR.RECORD K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 536 GRADING OVERALL PLAN NO. MT-NT-2o21-02.2 WN <br /> Seattle,Washington 9206) ® 05/07/2021 NW FOR CITY REVIEW ® 06/29/2022 NW SUBSTATION SITE DEVELOPMENT JAPPIROVED av: <br /> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 CONDITIONS WERE NOT <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE By REVISION NO. LATE By REVISION VERIFIED BY ENGINEER. SHEET NO. 31 OF 150 w <br />