3800 RIVERFRONT BLVD 2025-07-23 - Laserfiche WebLink

SEC. 2 , T.f' 29i N, R. 5 E, W.M. TR1 TR2 SEC. 3FI„ T. � 29! N, �. 5 E, W.M. N F- a P + U) a D D 0 0 M Q O Q II li 1- o 00 Q e Q, a o M o• 6 a N 30 00 E 31 o0 d z 40' o STA 29+32 (10.0' RT O AP 00 M p Z STA 33+93 22.6' T 4 J v PC D Q 3 STA 31+54 10.0' Rr N 33 00 I G AP 4p 40, I R-10 it KEY MAP Ld j NTS oLLJ EXISTING 1 40, (n CONSTRUCTION 8 STA 34+02 22.6' LT o ACCESS ROAD R=40' oo PG b CONSTRUCTION NOTES --- R-zs 2 D)--- --- YI-- ❑ Oj REMOVE EXISTING SETTLEMENT PLATE AND MONITOR ROD. o - --- M COORDINATE WITH GEOTECHNICAL ENGINEER AND OWNER. .. - + E _ _ ___ _ ---_, - O UTILITY RELOCATED BY OTHERS. m _ a -_ M1 PROPOSED APPROXIMATE ------ _ I. JI o' (A RIVERFRONT FUTURE CRANE STA 32+74 10.0' RT ---- O INSTALL CHAIN LINK FENCE. FOUNDATION N:356704.39 - _ BOULEVARD AP _ O INSTALL CHAIN LINK GATE. ® LOCATION E:1307510.09 4 3 I =}fs� Z MATCH TO EXISTING 1 s� a x_x ACCESSUROAD I` 0-4 �! G LEGEND XLION -X_X N:356753.59 TEMPORARY HAUL ROAD. 12" CSBC OVER LAYER E1307515.74 I OF MIRAFI® 50OX GEOTEXTILE FABRIC (OR q APPROVED EQUIVALENT. SEE SHEET TR1 FOR N TYPICAL SECTION. � X RIVERFRONT BO1jLEV � X ARD GENERAL NOTES 1. BUILDING LAYOUTS AND RIVERFRONT BOULEVARD ARE PRELIMINARY AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. - X TEMPORARY HAUL/ACCESS ROADS AND STAGING �X AREAS: 1. PRIOR TO CONSTRUCTION OF THESE TEMPORARY IMPROVEMENTS, THE o X X X SUBGRADE SOILS SHALL BE COMPACTED TO A FIRM AND UNYIELDING �x_X STATE, AS DETERMINED BY THE GEOTECHNICAL ENGINEER, THEN PROOF '� ROLLED USING A TANDEM AXEL DUMP TRUCK, OR OTHER GEOTECHNICAL ENGINEER APPROVED EQUIPMENT, UNDER THE OBSERVATION OF THE X�X GEOTECHNICAL ENGINEER. 2. SOFT SPOTS OBSERVED SHALL BE EXCAVATED TO FIRM SOIL APPROX. �+ I CONDITIONS OR TO A MAXIMUM DEPTH OF 24 INCHES AND HAVE EXISTING MIRAFI® 50OX GEOTEXTILE FABRIC (OR APPROVED EQUIVALENT) PLACED NEIGHBORHOOD �+ AT THE BASE OF THE EXCAVATION AND THEN BACKFILLED WITH ACCESS ROAD " STRUCTURAL FILL. 3. UPON COMPLETION OF REPAIRS, PROOF ROLLS SHALL BE PERFORMED x I IN REPAIRED AREAS. �I " 4. A MINIMUM OF 12 INCHES OF CRUSHED ROCK APPROVED BY THE GEOTECHNICAL ENGINEER SHALL BE PLACED ABOVE THE PREPARED o .I SUBGRADES ABOVE A LAYER OF MIRAFI® 50OX GEOTEXTILE FABRIC (OR I APPROVED EQUIVALENT) UNLESS PREVIOUS SOFT SPOT REPAIR ALREADY 1 NECESSITATED THE EARLIER USE OF THE GEOTEXTILE. j III 5. STRUCTURAL FILL FOR TEMPORARY HAUL/ACCESS ROADS AND STAGING AREAS SHALL BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. i I 6. EXISTING ACCESS ROAD AND GATE ACCESS SHALL BE MAINTAINED TEMPORARY HAUL ROAD CONSTRUCTION CENTERLINE DATA j I UNLESS AN ALTERNATIVE ACCESS IS APPROVED BY THE CITY, AND THE OWNER REPRESENTATIVE. SEGMENT NO. START END BEGIN BEGIN END END DELTA RADIUS TANGENT LENGTH STATION STATION NORTHING EASTING NORTHING EASTING I HORIZONTAL DATUM: I ' L7 28+09.91 30+33.23 35615Z39 1307345.49 356379.13 1307372.02 223.32' 1 i G HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF EVERETT. CITY OF EVERETT CONTROL POINT NO. 703-58-04 WAS HELD L8 30+33.23 33+63.51 356379.13 1307372.02 356698.93 1307454.57 330.28' xFOR POSITION, AND A LINE BETWEEN SAID POINT NO. 703-58-04 AND CONTROL POINT NO. INCA-9 WAS HELD FOR ROTATION, BEING NORTH i C8 33+63.51 34+31.98 356698.93 1307454.57 356736.36 1307505.54 78' 27' 18" 50.00' 40.82' 68.47' I, II 00'28'11" EAST. 3 ® TEMPORARY I VERTICAL DATUM: TRAP DIMACCESS i s-: " ----------------------------------- NAVD88 ROAD> C)'111 x\ I 1l I s - N g<� I O Iss N % I / SCALE u a N� 0 D 40 80 W/� FEET 0 1 10/22/19 ADDENDUM #1 - SEWER LINE ADDITION AND SITE LAYOUT REVISION G�oF WASNdtiC D-ing N. Dro- By ❑ate SHELTER HOLDINGS, LLC �) PERTEET m P. HOLIGHTALING B ,5 ,9 TR3 Deei9ned By EVERETT RIVERFRONT DEVELOPMENT V.WEN 8 15 19 ShZf 2707 COLBY AVENUE,SUITE 900 s4968 `� Checked B o�RF o ADVANCED SITE WORK PERMIT o EVERETT,WA 98201 Know what's below. F�S�pNA�TEENG\� Approved By Project Numbe, No. Date Revision By Appr. 425.252.7700 800.615.9900 C811 before you dig C. DONNER e ,5 ,9 20180004.005 TEMPORARY HAUL ROAD PLAN tnl