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- - - LEGEND <br /> o- _ _ _ _ _ _ _ _ _ _ _ I LIMIT OF SURCHARGE TABLE -R/W- RIGHT OF WAY <br /> N POINT# NORTHING EASTING ELEVATION NOTES - - PROPOSED CENTERLINE <br /> 1 101 367638.74 1300589.76 15.7 SG oDo�o� TEMPORARY SURCHARGE <br /> � - L__ �d <br /> 101_ +) <br /> ��� i 102 367638.04 1300663.78 14.7 SG 0 TEMPORARY SILT FENCE <br /> 103 367636.85 1300716.45 14.3 SG ff SURCHARGE POINT <br /> o � <br /> 104 367615.31 1300735.55 14.1 SG 0 WICK DRAIN <br /> +20 <br /> • �� �= I 105 367599.25 1300734.40 14.4 SG SogC <br /> 7NG <br /> �A \ • 106 367579.43 1300713.07 15.1 SG > WICK <br /> K DRAIN <br /> N SPACING <br /> 0I4 107 367581.89 1300656.45 15.4 SG <br /> 437 <br /> SQP WICK DRAIN <br /> 108 367584.87 1300586.50 15. SG TOTAL LENGTH: 21,850 LF <br /> II V/V/ /V/V/V/V/VA/VA/VrVA/VArVA/VA/VA/\ VA/VA VAVA \VA VA/AA/AA/AA/�/AA/AA/AA/A�/AA/AA�\/A�/AA \/ � • � 7 <br /> 9 • , vv/v/vv/vv/vv/vv/vv/vv/vvvvvvvvvvvvvvrvvwvwvwv vv//vv 115�!/�v///y//y//y/////v//v�v/w�/w��//vim//�//v��vv//� �� � I 109 367603.25 1300567.79 15.3 SG C <br /> .0 �TT. CTORSHLIS �/.IOLITIESy/ <br /> 110 367620.65 1300569.19 15.9 SG 0EXISTING HMA <br /> 'AND RELOCATE WICK DRAINS TO AVOID C FLCTS,;K/X\ <T • 105 111 367621.41 1300582.36 24.0 SG / SETTLEMENT PLATE <br /> �109 \\114 rAA//VAA//A//A/A//A///// /A�/jam/////�//V//V// //V//\ V VAVA/VA/TYP �� �� /�// 113 PROVIDE FULL (6') HEIGHT SURCHARGE. <br /> o 112 367616.82 1300714.90 24.0 SG / SETTLEMENT PLATE SLOPE 2H:1V TO EXISTING GRADE ON ALL <br /> f 1 SIDES OF EMBANKMENT. <br /> 113 367598.34 1300714.54 24.0 SG / SETTLEMENT PLATE <br /> • A +20 / •�� /1 WICK DRAINS TO BE INSTALLED (50') <br /> •�� / / /� 114 367602.38 1300582.04 24.0 SG / SETTLEMENT PATE <br /> L AL. <br /> f - 115 367609.70 1300649.45 24.0 SG / SETTLEMENT PLATE PLACE TEMPORARY SILT FENCE AROUND <br /> 108 107 _ - 106- 1 PERIMETER OF SURCHARGE PER CITY OF <br /> SURCHARGE GRADE EVERETT STANDARD PLAN 214. <br /> 1 - - -- - -- - -- -- - - - - - APPROXIMATE PLAN LENGTH = 420 LF <br /> I I <br /> --- 1 ESTIMATED SURCHARGE DURATION IS 6 <br /> MONTHS. <br /> PLAN CONTRACTOR SHALL POTHOLE TO LOCATE <br /> 1 4" STD PIPE SLEEVE EXISTING UTILITIES, DEADMAN AND <br /> -SCALE IN FEET OVER 2" PIPE. SLEEVE TIEBACKS TO REMAIN WITHIN THE WICK <br /> EXISTING ASPHALT TO REMAIN NOT SHOWN FOR CLAIRTY NOT ATTACHED TO PLATE DRAIN INSTALLATION AREA. SHOULD <br /> U 10 0 10 20 CONFLICTS WITH THE EXISTING UTILITIES <br /> 3 OCCUR, THE CONTRACTOR SHALL SUBMIT <br /> 2" STD AN ALTERNATE LAYOUT AND INSTALLATION <br /> 0 <br /> PIPE PLAN TO THE ENGINEER FOR REVIEW PRIOR <br /> 0 <br /> I I TO STARTING WICK DRAIN INSTALLATION. <br /> 0 40 40 ?a CONTRACTOR SHALL HOLD A <br /> PRE-CONSTRUCTION MEETING TO REVIEW <br /> THE WICK DRAIN INSTALLATION WORK PLAN <br /> a o WITH THE PORT AND ENGINEER A MINIMUM <br /> a I I OF 2-WEEKS PRIOR TO WICK DRAIN <br /> a 30 FLUSH 4-TOP OF SURCHARGE 30 INSTALLATION. <br /> SURCHARGE 1/2" STEEL <br /> MOUNT, TYP. EMBANKMENT z= <br /> z FILL TO BE RE-GRADED J Q PLATE I 1 <br /> 0 2 TOP OF PROPOSED z <br /> a STRUCTURAL / \/ SURCHARGE] 1 FUEL TANK PAD o <br /> 20 FILL HEIGHT EL +18.0 20 ,x,, U <br /> PLACE ON COMPACTED V <br /> a - SURFACE AT TOP OF <br /> WICK DRAINS, 7 <br /> I PREPARED SUBGRADE <br /> w 10 SAND DRAINAGE BLANKET 10 <br /> TYP. � 2'-0„ <br /> Z 1 PLATE, TYP. <br /> 2 2 TYPE B <br /> FL50 L25 0 R25 R50 <br /> a SETTLEMENT MONITORING NOTES <br /> MONITORING POINTS SHALL BE ESTABLISHED AND BASELINE MEASUREMENTS TAKEN BY CONTRACTOR IMMEDIATELY BEFORE FILL MATERIAL IS PLACED. AFTER BASELINE HAS <br /> Y <br /> SECTION BEEN ESTABLISHED, THE FOLLOWING MONITORING SCHEDULE SHALL BE FOLLOWED: <br /> z IV : I H 1. EVERY DAY DURING SURCHARGE PERIOD. <br /> 2. OR AS DIRECTED BY THE ENGINEER. <br /> W <br /> ALL HORIZONTAL AND VERTICAL MONITORING POINT MEASUREMENTS AND SETTLING PLATE MEASUREMENTS SHALL BE MADE USING SURVEY EQUIPMENT WITH 1/10TH INCH <br /> ACCURACY. A STATIC VERTICAL AND HORIZONTAL BENCHMARK SHALL BE USED FOR SOIL MEASUREMENTS. BENCHMARK SHALL BE AT LEAST 100 FEET AWAY FROM FILL AREA. <br /> 0 <br /> o THE CONTRACTOR SHALL PROVIDE ALL MEASUREMENT READING TO THE ENGINEER FOR ANALYSIS WITH TWO DAYS OF MEASUREMENT. THE READINGS SHALL BE PROVIDED IN A <br /> City of Everett MICROSOFT EXCEL SPREADSHEET WHICH SHALL INCLUDE, BUT NOT BE LIMITED TO, POINT DESCRIPTION LABEL, STATION AND OFFSET FROM PROJECT BASELINE, DAY AND TIME <br /> EVERETT Reviewed for Permit 09/27/2022 OF READING. BASELINE MEASUREMENT SHALL BE INCLUDED IN SPREADSHEET FOR EACH SUBSEQUENT READING. <br /> a IF THIS DRAWING IS NOT 22%34" SCALE ACCORDINGLY. <br /> N <br /> PROJECT ENGINEER SCALE PORT OF EVERETT DWG. NO. <br /> HIND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY N gRUC J. KEISER NOTED D1.05 <br /> PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE 'goe+wsxF <br /> ~ Port o,f' CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �e!' DESIGNED BY: DATE: <br /> W ® I ® ® 1736 PoarthAven°e S.S at A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, y C. WIEST MAY 2022 WATERFRONT PLACE CENTRAL CIP NO. <br /> 2-0-069-01 <br /> S-111,Wuh4,gmn 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF MARINA FUEL TANK REPLACEMENT <br /> a.a. EVERETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY W DRAWN BY: CHECKED BV: <br /> N N ENGINEERS,INC. _pnde giaee�s.c°m 01 6/21/22 JBK ADDENDUM 2 AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN .n�qp°32789 E �+ G. DEAN C. CASTONA PROJECT <br /> �o P.O.BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED SS/ NO MCR-CM-2022-01 <br /> N N EVERETT,WA 98206 OO 5/31/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT ONAL APPROVED BY* <br /> coo DIRECTLY OR INDIRECTLY TO PND. �21 <br /> (425)259-3164 No. DATE By REVISION 6 <br /> SURCHARGE PLAN AND PROFILE SHEET NO. 11 OF 31 <br />