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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. a o o a a <br /> 0 <br /> a a D <br /> N d <br /> p ---------------------- <br /> E P <br /> � 0 I <br /> - I a <br /> ELEV: 34.99 <br /> J N: 354652.2502 <br /> E: 1307054.'540 -- <br /> v <br /> L KEY MAP <br /> NTS <br /> 0 11 I ELEI.00 / <br /> 0 <br /> on N: 354696.6836 <br /> xxxxxx : <br /> E: 1307095.0737 <br /> CONSTRUCTION NOTES <br /> O1 REMOVE EXISTING SETTLEMENT PLATE AND MONITOR ROD. <br /> o- /� GRADED AREA COORDINATE WITH GEOTECHNICAL ENGINEER AND OWNER. <br /> REMOVE PORTION OF EXISTING CHAIN LINK FENCE AND INSTALL GATE. <br /> D COORDINATE LOCATION WITH OWNER. <br /> INSTALL CHAIN LINK FENCE. <br /> INSTALL CHAIN LINK GATE. <br /> ELEV 86 V <br /> N: 354477.8 8458 1 �1 O5 ADJUST MANHOLE <br /> o E: 1307198.7830 VI <br /> ADJUST CATCH BASIN <br /> 7�ADJUST WATER VALVE BOX <br /> LEGEND <br /> TEMPORARY HAUL/ACCESS ROADS AND <br /> "''PROTECT AND MAINTAIN 11. ! STAGING AREAS. 12" CRUSHED ROCK OVER <br /> V- -1 LAYER OF MIRAFIS 50OX GEOTEXTILE FABRIC OR <br /> AND F OUNDATION PAD <br /> - _ �� POWER POLE ^ V IV APPROVED EQUIVALENT. <br /> m AND FO / ` 1 1 <br /> GRADED TEMPORARY STAGING AREA <br /> ELEV: 31.00 1 1 <br /> o = ,;!°�� N: 354545.8222 IV 1 <br /> f,'j o �E: 1307260.6369-- GENERAL NOTES <br /> ELEV: 33.35 / o <br /> N: 354331.7753 - �/�� j 1. BUILDING LAYOUTS AND RIVERFRONT BOULEVARD ARE PRELIMINARY AND <br /> E: 1307319.4136 TEMPORARY HAUL ROAD. SEE DWG. N0. Q ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. <br /> 't TR1-TR3. <br /> � 2. FOR ADDITIONAL EROSION AND SEDIMENTATION CONTROL NOTES, SEE <br /> DWG. NO. NT1. <br /> �� 1 <br /> 3. EXISTING TEMPORARY EROSION CONTROL MEASURES SHALL BE <br /> ELEV: 30.99 MAINTAINED AND MODIFIED AS NECESSARY TO PRESERVE FUNCTIONALITY. <br /> 6 N: 354483.4520 <br /> Y_ s°\ < E: 1307329.0852 <br /> - TEMPORARY HAUL/ACCESS ROADS AND STAGING <br /> ------------- <br /> AREAS: <br /> _° X <br /> ELEV: 32.01 GRAVEL AREA 1. PRIOR TO CONSTRUCTION OF THESE TEMPORARY IMPROVEMENTS, THE <br /> N: 354382.6105 ° 8I _ SUBGRADE SOILS SHALL BE COMPACTED TO A FIRM AND UNYIELDING <br /> `=E: 1307352975_8" ELEV: 30.31 _ �j2 STATE, AS DETERMINED BY THE GEOTECHNICAL ENGINEER, THEN PROOF <br /> N: 354483.4507 EXISTING CONSTRUCTION ROLLED USING A TANDEM AXEL DUMP TRUCK, OR OTHER GEOTECHNICAL <br /> -mom _'_ __`________ <br /> CO =E:_1307369.5608 Ik -'"ELEV: 30.56 ACCESS ROAD x�x-x- ENGINEER APPROVED EQUIPMENT, UNDER THE OBSERVATION OF THE <br /> N ° RIVERFRONT BOULEVARp� N: 354542.6839 GEOTECHNICAL ENGINEER. <br /> y -- E: 1307399.8198 X x x <br /> ELEV: 30.43 X X� 2. SOFT SPOTS OBSERVED SHALL BE EXCAVATED TO FIRM SOIL <br /> _s°.L N: 354522.7900 x x CONDITIONS OR TO A MAXIMUM DEPTH OF 24 INCHES AND HAVE <br /> a` E 1307368.9330 x_X ' MIRAFI® 50OX GEOTEXTILE FABRIC (OR APPROVED EQUIVALENT), PLACED <br /> x x __x X-x-x AT THE BASE OF THE EXCAVATION AND THEN BACKFILLED WITH <br /> o ,o k I X�X ® -x x x STRUCTURAL FILL. <br /> 0 , X�-x-x- <br /> o <br /> s -� 0-------� x --x 3 UPON COMPLETION OF REPAIRS, PROOF ROLLS SHALL BE PERFORMED <br /> a <br /> `X�K �x IN REPAIRED AREAS. <br /> X K Xx_X-x-x - <br /> x <br /> 4. A MINIMUM OF 12 INCHES OF CRUSHED ROCK APPROVED BY THE <br /> GEOTECHNICAL ENGINEER SHALL BE PLACED ABOVE THE PREPARED <br /> EXISTING EXISTING SUBGRADES ABOVE A LAYER OF MIRAFIS 50OX GEOTEXTILE FABRIC (OR <br /> ° GROUND GROUND APPROVED EQUIVALENT) UNLESS PREVIOUS SOFT SPOT REPAIR ALREADY <br /> NECESSITATED THE EARLIER USE OF THE GEOTEXTILE. <br /> 5. STRUCTURAL FILL FOR TEMPORARY HAUL/ACCESS ROADS AND STAGING <br /> 3.1 1% - AREAS SHALL BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. <br /> � 3:7 <br /> HORIZONTAL DATUM: <br /> HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF <br /> MIRAFI® SOOX GEOTEXTILE FABRI�COMPACTED 12" CSBC EVERETT. CITY OF EVERETT CONTROL POINT NO. 703-58-04 WAS HELD <br /> E (OR APPROVED EQUIVALENT) SUBGRADE SCALE FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 703-58-04 AND <br /> CONTROL POINT NO. INCA-9 WAS HELD FOR ROTATION, BEING NORTH <br /> STAGING AREA TYPICAL SECTION 00*28'11" EAST. <br /> 40 0 40 80 VERTICAL DATUM: <br /> N.T.S. FEET <br /> I I/� Al NAVD88 <br /> W/N <br /> "AS yd4G� D-ing N. <br /> Drown By Date SHELTER HOLDINGS, LLC <br /> �) PERTEET w P. HOUGHTALING B ,5 ,9 ST 1 <br /> Designed By EVERETT RIVERFRONT DEVELOPMENT <br /> V.WEN 8 15 19 Sheet No. <br /> 2707 COLBY AVENUE,SUITE 900 Cheoked s4968 `� B <br /> o�RF o ADVANCED SITE WORK PERMIT <br /> o EVERETT,WA 98201 Know what's below. FSS/cq`TEE�G�� Approved By Protect N�meer 8 28 <br /> No. Date Revision By Appr. <br /> 425.252.7700 800.615.9900 Ca l l before you dig °" G. DGNNER a ,5 ,9 20,80GG4.DGs TEMPORARY STAGING AREAS PLAN of Totnl <br />