Laserfiche WebLink
SEC. 29, T. 29 N, R. 5 E, W.M. TR3 <br /> SEC. 32, T. 29 N, R. 5 E, W.M. <br /> D Q <br /> --- ----------- -• 0 0 D 0 0 <br /> 6 0 t) 0 0 D <br /> I d 0 D <br /> � 1 <br /> ` I <br /> I ,, O <br /> E I <br /> P <br /> a 15+0o KEY MAP <br /> N . I U N NTS <br /> \ C 1g�Q CONSTRUCTION NOTES <br /> ° O <br /> on ,pe 11 \ 9 pp Z Oj REMOVE EXISTING SETTLEMENT PLATE AND MONITOR ROD. <br /> 1 COORDINATE WITH GEOTECHNICAL ENGINEER AND OWNER. <br /> UTILITY RELOCATED BY OTHERS. <br /> 1 \ QQ <br /> INSTALL CHAIN LINK FENCE. <br /> W <br /> INSTALL CHAIN LINK GATE. <br /> QQ <br /> 8 <br /> + LEGEND <br /> j \ 1 TEMPORARY HAUL ROAD. 12" CSBC OVER LAYER <br /> OF MIRAFI® 50OX GEOTEXTILE FABRIC (OR <br /> 0 , 1 APPROVED EQUIVALENT. SEE SHEET TR1 FOR <br /> o, 1._ \\ Q TYPICAL SECTION. <br /> STA 10+90 10.0' LT <br /> AP V- <br /> ,�1 W <br /> o r <br /> GENERAL NOTES <br /> 1 I \ <br /> 3 `I. V 1. BUILDING LAYOUTS AND RIVERFRONT BOULEVARD ARE PRELIMINARY AND <br /> ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. <br /> STA 10+73 10.0' RT _ \, Q <br /> p0 AP ,. `\ EXISTING PROPOSED <br /> CONSTRUCTION RIVERFRONT TEMPORARY HAUL/ACCESS ROADS AND STAGING <br /> _sc N:354483.45 i ACCESS ROAD <br /> BOULEVARD AREAS: <br /> o - E:1307329.09 60' i �� _x-x_„-x-x x-x-x-x-_ _x_-_ <br /> x_ 1. PRIOR TO CONSTRUCTION OF THESE TEMPORARY IMPROVEMENTS, THE <br /> SUBGRADE SOILS SHALL BE COMPACTED TO A FIRM AND UNYIELDING <br /> N:354483.45 � � x�x--_ STATE, AS DETERMINED BY THE GEOTECHNICAL ENGINEER, THEN PROOF <br /> o __ <br /> ca.> -eroc,-emc, 07369.56 i x�-X. ��---_-- <br /> 20 X- - k ROLLED USING A TANDEM AXEL DUMP TRUCK, OR OTHER GEOTECHNICAL <br /> T <br /> ' N:354542 �__- RIVER p \ ME UNDER THE OBSERVATION OF THE <br /> � --a---__------ - - � GEOTECHNICAL ENGINEER <br /> k k ENGINEER APPROVED EQUIPMENT, <br /> --- o►vr _ <br /> -° -05-4k- - L`VARD`� ------- _ �k� 2. SOFT SPOTS OBSERVED SHALL BE EXCAVATED TO FIRM SOIL <br /> s oe- - - -N:3545 2.79 _ N��x CONDITIONS OR TO A MAXIMUM DEPTH OF 24 INCHES AND HAVE <br /> E*13073�'18.93 _ 1 ----- MIRAFI® 50OX GEOTEXTILE FABRIC (OR APPROVED EQUIVALENT) PLACED <br /> _ pp N:354522.67 - x x x x x AT THE BASE OF THE EXCAVATION AND THEN BACKFILLED WITH <br /> II E:T3_07404.-74 x�x- ---x�x� <br /> EXISTING GATE p _ -x�x� x STRUCTURAL FILL. <br /> TO BE <br /> �so MAINTAINED I' k�k\k 3. UPON COMPLETION OF REPAIRS, PROOF ROLLS SHALL BE PERFORMED <br /> IN REPAIRED AREAS. <br /> 4. A MINIMUM OF 12 INCHES OF CRUSHED ROCK APPROVED BY THE <br /> TEMPORARY HAUL ROAD CONSTRUCTION CENTERLINE DATA GEOTECHNICAL ENGINEER SHALL BE PLACED ABOVE THE PREPARED <br /> o VARIES SUBGRADES ABOVE A LAYER OF MIRAFI® 500X GEOTEXTILE FABRIC (OR <br /> START END BEGIN BEGIN END END 10' 10'-30' APPROVED EQUIVALENT) UNLESS PREVIOUS SOFT SPOT REPAIR ALREADY <br /> 3 SEGMENT NO. STATION STATION NORTHING EASTING NORTHING EASTING DELTA RADIUS TANGENT LENGTH EXISTING EXISTING NECESSITATED THE EARLIER USE OF THE GEOTEXTILE. <br /> GROUND GROUND <br /> L1 10+00.00 12+46.30 354477.69 1307320.91 354678.98 1307178.98 246.30' 5. STRUCTURAL FILL FOR TEMPORARY HAUL/ACCESS ROADS AND STAGING <br /> AREAS SHALL BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. <br /> a` C1 12+46.30 13+56.23 354678.98 1307178.98 354779.66 1307137.09 25' 11' 39" 250.00' 55.87' 109.93' <br /> 1% 6. EXISTING ACCESS ROAD AND GATE ACCESS SHALL BE MAINTAINED <br /> L2 13+56.23 14+50.18 354779.66 1307137.09 354872.19 1307120.79 93.96' A <br /> _ UNLESS AN ALTERNATIVE ACCESS IS APPROVED BY THE CITY, AND THE <br /> -- OWNER REPRESENTATIVE. <br /> i° C2 14+50.18 15+54.75 354872.19 1307120.79 354975.18 1307129.77 29' 57' 20" 200.00' 53.51' 104.57' <br /> L3 15+54.75 19+76.03 354975.18 1307129.77 355371.15 1307273.60 421.28' HORIZONTAL DATUM: <br /> MIRAFI® 500X ?TIL1ABRIC COMPACTED 12" CRUSHED ROCK HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF <br /> (OR APPROVED EQUIVALENT) SUBGRADE EVERETT. CITY OF EVERETT CONTROL POINT NO. 703-58-04 WAS HELD <br /> FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 703-58-04 AND <br /> TEMPORARY HAUL ROAD TYPICAL SECTION CONTROL POINT NO. INGA-9 WAS HELD FOR ROTATION, BEING NORTH <br /> " EAST. <br /> N.T.S. VERTICAL DATUM: <br /> 3 <br /> NAVD88 <br /> E <br /> N <br /> N <br /> SCALE <br /> 40 0 40 80 <br /> W/N �I t/IJ FEET <br /> 1 10/22/19 ADDENDUM #1 - SEWER LINE ADDITION AND SITE LAYOUT REVISION G�'oF WASNdtiC D-in9 N. <br /> Dro- By Date SHELTER HOLDINGS, LLC <br /> �) PERTEET m P. HOLIGHTALIN� B ,5 ,9 TR 1 <br /> Deei9ned By EVERETT RIVERFRONT DEVELOPMENT <br /> V.WEN 8 15 19 Sheet No. <br /> 2707 COLBY AVENUE,SUITE 900 e49s8 `� Checked B <br /> o�RF o ADVANCED SITE WORK PERMIT <br /> o EVERETT,WA 98201 Know what's below. F�S�pNA�TEENG\� Approved By Protect Numce� 5 28 <br /> No. Date Revision By Appr. <br /> 425.252.77001800.615.9900 Ca I I before you dig C. DONNER e ,5 ,9 20180004.Do5 TEMPORARY HAUL ROAD PLAN of Tntnl <br />