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SEC. 29, T. 29 N, R. 5 E, W.M. <br /> SEC. 32, T. 29 N, R. 5 E, W.M. <br /> 4 Q � <br /> a I D 0 0 <br /> 0 o u a a D R3 <br /> a 6 D <br /> tea• � � � a a <br /> o <br /> z � <br /> O �a p <br /> Zod d a <br /> 3 <br /> o o KEY MAP <br /> m NTS <br /> o W <br /> O W + N <br /> NI N CONSTRUCTION NOTES <br /> N <br /> on In oM 1Q, Oj REMOVE EXISTING SETTLEMENT PLATE AND MONITOR ROD. <br /> CV N 0� COORDINATE WITH GEOTECHNICAL ENGINEER AND OWNER. <br /> n �x <br /> 19". °j pR0 ro 24 00 25+00 26 00 Q-� O UTILITY RELOCATED BY OTHERS. <br /> Op � <br /> o- F� + INSTALL CHAIN LINK FENCE. <br /> N o 22 F ion, <br /> INSTALL CHAIN LINK GATE. <br /> a O <br /> W 20 pp <br /> o ~- Q 0' RT R=50' STA 25+62 10.0 x O Z <br /> Z = <br /> PC <br /> a 2 00 0 20, PT `'� a 3 LEGEND <br /> _ cv 2 00 �' Q TEMPORARY HAUL ROAD. 12" CSBC OVER LAYER <br /> STA 19+69 10.0' RT STA 24+92 60.0' RT) N <br /> PG R=50' PT o W OF MIRAFI@ 50OX APPROVED EQUIVA ENT+ SEE GEOTEXTILE <br /> TRI FABRIC OFOR <br /> N N 2$+0 TYPICAL SECTION. <br /> R-50' STA 20+79 10.0' RT <br /> o PT STA 22+77 10.0' RT STA 25+12 60.0' RT <br /> i AP PC <br /> STA 27+78 10.0' RT yam- In <br /> rn STA 20+15 60.0' RT STA 2q+34 54.0' RT AP >N <br /> o PT PG ® 77. 00 <br /> GENERAL NOTES <br /> 40' N <br /> 3 20 r-- 1. BUILDING LAYOUTS AND RIVERFRONT BOULEVARD ARE PRELIMINARY AND <br /> Q <br /> o I I N ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. <br /> °J - ------- STA 25+02 210.0" RT -' Z TEMPORARY HAUL/ACCESS ROADS AND STAGING <br /> ____ <br /> ,STA 20+12 158.4' RT ---- - -__ _ MATCH TO EXISTING AREAS: <br /> o AP CONSTRUCTION ACCESS ROAD <br /> -X ' STA 20+28 158.5' RT - -- -- PROPOSED = 1, PRIOR TO CONSTRUCTION OF THESE TEMPORARY IMPROVEMENTS, THE <br /> \k-- -- ---_ AP RIVERFAPPROXIMATE U SUBGRADE SOILS SHALL BE COMPACTED TO A FIRM AND UNYIELDING <br /> o �x BOULEVARD <br /> FUTURE CRANE <br /> _____ -- ---__ STATE, AS DETERMINED BY THE GEOTECHNICAL ENGINEER, THEN PROOF <br /> cai ------------ --_______ BOULEVARD EXISTING FOUNDATION ROLLED USING A TANDEM AXEL DUMP TRUCK, OR OTHER GEOTECHNICAL <br /> - --____ ---___ CONSTRUCTION LOCATION ENGINEER APPROVED EQUIPMENT, UNDER THE OBSERVATION OF THE <br /> ------------ - ---------- ACCESS ROAD GEOTECHNICAL ENGINEER. <br /> x`x - -- <br /> n �X� - ------__ --- ----- ---------------- -- 2. SOFT SPOTS OBSERVED SHALL BE EXCAVATED TO FIRM SOIL <br /> o STA 20+01 178.4' RT --_.__ <br /> -- CONDITIONS OR TO A MAXIMUM DEPTH OF 24 INCHES AND HAVE <br /> > X-x-__ -------------- - MIRAFI® 50OX GEOTEXTILE FABRIC OR APPROVED EQUIVALENT PLACED <br /> `o X\ STA 20+37 (178.8' RT) X X X-x-x-x-x-x-x x x-x x x x x-x x x x-x__ ------- - - AT THE BASE OF THE EXCAVATION AND THEN BACKFILLED WITH <br /> AP <br /> w AP x X-x-x-x�x�x�X�X�---�\ = STRUCTURAL FILL. <br /> X�X X 3. UPON COMPLETION OF REPAIRS, PROOF ROLLS SHALL BE PERFORMED <br /> x_x x� IN REPAIRED AREAS. <br /> x X RIVERFRONT BOULEVARD ® x 4. A MINIMUM OF 12 INCHES OF CRUSHED ROCK APPROVED BY THE <br /> 0 x_ GEOTECHNICAL ENGINEER SHALL BE PLACED ABOVE THE PREPARED <br /> o x SUBGRADES ABOVE A LAYER OF MIRAFI® 50OX GEOTEXTILE FABRIC (OR <br /> APPROVED EQUIVALENT) UNLESS PREVIOUS SOFT SPOT REPAIR ALREADY <br /> N <br /> NECESSITATED THE EARLIER USE OF THE GEOTEXTILE. <br /> TEMPORARY HAUL ROAD CONSTRUCTION CENTERLINE DATA 5. STRUCTURAL FILL FOR TEMPORARY HAUL/ACCESS ROADS AND STAGING <br /> AREAS SHALL BE COMPACTED TO MINIMUM 957 MODIFIED PROCTOR. <br /> SEGMENT N0. START END BEGIN BEGIN END END DELTA RADIUS TANGENT LENGTH <br /> STATION STATION NORTHING FASTING NORTHING FASTING 6. EXISTING ACCESS ROAD AND GATE ACCESS SHALL BE MAINTAINED <br /> UNLESS AN ALTERNATIVE ACCESS IS APPROVED BY THE CITY, AND THE <br /> L3 15+54.75 19+76.03 354975.18 1307129.77 355371.15 1307273.60 421.28' OWNER REPRESENTATIVE. <br /> x <br /> C3 19+76.03 20+95.56 355371.15 1307273.60 355487.17 1307301.19 13° 10' 12" 520.00' 60.03' 119s3' HORIZONTAL DATUM: <br /> L4 20+95.56 21+95.56 355487.17 1307301.19 355586.47 1307313.02 100.00' <br /> 1 HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF <br /> C4 21+95.56 22+77.08 355586.47 1307313.02 355658.63 1307283.28 58' 23' 25" 80.00' 44.70' 81.53" EVERETT+ CITY OF EVERETT CONTROL POINT N0. 703-58-04 WAS HELD <br /> FOR POSITION, AND A LINE BETWEEN SAID POINT N0. 703-58-04 AND <br /> o C5 22+77.08 23+51.63 355658.63 1307283.28 355723.82 1307253.01 53' 23' 17" 80.00, 40.23' 74.54' CONTROL POINT N0. INCA-9 WAS HELD FOR ROTATION, BEING NORTH <br /> L5 23+51.63 26+29.90 355723.82 1307253.01 356001.96 1307261.70 278.27' <br /> 00'28'11" EAST. <br /> C6 26+29.90 26+80.70 356001+96 1307261+70 356048+90 1307278.77 36• 22' 59" 80.00, 26.29' 50.80' VERTICAL DATUM: <br /> L6 26+80.70 27+55.19 356048+90 1307278+77 356107+46 1307324.81 74.49 NAVD88 <br /> C7 27+55.19 28+09.91 356107.46 1307324+81 356157.39 1307345.49 31' 21' 06" 100.00' 28.06' 54.72' <br /> L7 28+09.91 30+33.23 356157.39 1 1307345+49 356379.13 1307372.02 223+32' <br /> E <br /> N <br /> N <br /> SCALE <br /> 40 0 40 80 <br /> W//V FEET <br /> 1 10/22/19 ADDENDUM #1 - SEWER LINE ADDITION AND SITE LAYOUT REVISION G�oF WASNdtiC D� in9 N. <br /> Dro,n By Date SHELTER HOLDINGS, LLC <br /> P. LIN� B 15 19 TR 2 <br /> Dsei9ned By EVERETT RIVERFRONT DEVELOPMENT <br /> V.WEN 8 15 19 Sheet No. <br /> 2707 COLBY AVENUE,SUITE 900 s4968 `� Checked B <br /> o�RF o ADVANCED SITE WORK PERMIT <br /> EVERET.77001 201 Know what's below. Fss��NA�TEENG\� Approved By Project Number TEMPORARY HAUL ROAD PLAN 6 of T8nI <br /> No. Date Revision By Appr. <br /> 425.252.7700 800.615.9900 Call before you dig C. DONNER 8 is 19 20180004.005 <br />