2600 FEDERAL AVE 2021 Plans 2025-09-29 (2)

® HEWITTTERMINAL Ex PERSONNEL GATE DUNLAP (PORT OF EVERETT) EVERETT SHIP REPAIR (PORT OF EVERETT) OUT OF MTCA SOW IN MTCA x (PORT OF EVERETT) SOW O EX COMM UTILITY BOX \oP FEDERAL AVENUE STATION LINE w/BOLLARD, PIP EX 35LF SLIDING GATE O � AT PROPERTY LINE TO EVERETT SHIP REPAIR STA: 7+83.00 FEDERAL AVENUE STATION LINE EX SECURItt END EX ACP DEMO EX 30 LF SLIDING \o� N: 361428.58 AT POINT OF CURVATURE EX COMM POLE FENCE AT PROPERTY LINE GATE TO DUNLAP E: 1301564.01 x STA: 2+45.44 _ N: 360894.44 - � - J x - / '� - °P\ \ DEMO EX E: 1301542.74 0 / a �\" TREE STUMP do ao ao do ao ao do x z x eo x x x x x x x x x x - --- ® © BEGIN EX ACP DEMO EX MONITORING I SAWCUT EX ACP 18"OFFSET CORNER OF ACP SAWCUT v EX WM, 7EX PVMT o STA 3+16.20,LT=22'f END EX ACP DEMO /"�� 2 STA 3+76.41, LT=12.6'f I/v�T WELL, PIP,TYP I�EX PVMT A FROM DUNLAP PROPERTY LINE x0 STA 6+94.62,LT=12.9't PIP g p a oD BEGIN EX ACP DEMO oq\ BEGIN 9 ACP DEMO b 01 \ - 14 - o i STA 5+93.00,LT=24.2'f - / EX UTILITY STA 4+14.39,LT=11.4'} 2 2 a° O / RESET EX MON AFTER W HANDHOLE,PIP p __ _ _ __ / - aaa�� CONSTRUCTION IN FEDERAL AVE EX PVMT CONFORMANCE WITH COE STD'S a SAWCUT LINE,TYR EX SS CO,PIP EX PVMT SAWCUT,STA 6+94.62 oq 9 X PVMT SALVAGE EX GATES' - 3+00 \�\ 4\-00 5+00 - 6+00 E a - _�- -_ - -- --=\\iC 1�1�C\\`.,_ �\^\\ L 1\-1_s\\' _ - -_ - - - - - - _ -- _ - 3 - +8 ,,CC 7+00 SEE NOTE 7 3 oP EX CURB&GUTTER, & DEMO 5'WIDE STRIP EX ACP 3 _ _ __ _ _ J_ _ __ 1 T 03 02 DEMO EX x CONC SIDEWALK, PIP EX PVMT S 1 Q BOLLARD,TYP `L -o FOR WATERMAIN EXTENSION, ®® EX GVL 0 SEE SET C5.2 oa EX MH,PIP A 1 rn DEMO ACP TO EX FOR TO op op ® ® ® yo EX WV,PIP 3 x 4 �! Y op-op- ov oa oa oe -PROVIDE CLEAN EDGE FOR NEW _op ® x x 25 22 $ \\y HMA BONDING,WIDTH VARIES °P o x� oa � x _ EX GVL EX PP, PIP EX GVL EX PVMT opa o T� EX FH& A A A M BOLLARD, PIP A EX PP& I GUY WIRE,PIP, I I I SAWCUT, DEMO DEMO &REPL EX ASPH EX CONC $ AM z I DEMO EX ACP TO EXTERIOR FACE OF ® I WAREHOUSE BLDG FOR NEW SIDEWALK I M �I I ® ® ® o DEMO EX CONC LANDING EX WAREHOUSE BLDG a Ix & RELOC CONC BLOCK TO 1 BLOCK STORAGE AREA I I I I A � I TFR�9� I o ------- EX WAREHOUSE PARKING I F (VACANT-CURRENTLY NOT IN USE) 1 I LEGEND DEMOLITION NOTES (_1__� SURFACE FEATURES & PAVEMENT DEMO D1.1 D1.2 SCALE: 1"=20' DEMO EX ASPHALT 1. ADDITIONAL DEMOLITION OF EXISTING FOUNDATIONS MAY BE REQUIRED TO ACCOMMODATE INSTALLATION OF PROPOSED UTILITIES. DEMO EX CONCRETE 2. FROM PAST BORINGS EXISTING ASPHALT PAVEMENT THICKNESS IN FEDERAL AVENUE IS SAWCUT LINE ANTICIPATED TO BE 8" TO 9" THICK. XX LOCATION & DIRECTION OF PHOTO. SEE 3. CONTRACTOR SHALL USE CARE TO REMOVE AND NOT DAMAGE ITEMS MARKED FOR ` City of Everett SHEETS D3.1 TO D3.3 SALVAGE. CONTRACTOR SHALL RETURN SALVAGED ITEMS TO THE PORT AT COVERED TREAT ALL SAWCUT EDGES WITH HOT EVERETT Reviewed for Permit10/26I2021 LOADING DOCKS 1 AND 2 ALONG WEST SIDE OF EXISTING WAREHOUSE. SEAL JOINT. COVER JOINT SEAL WITH SAND TO PREVENT TRACKING, TYP _ KEY NOTES 4 LOCATE EXEXISTING TIUT�ITIEOSCAS NECESSARYPROXIMATE. CONTRACTOR SHALL POTHOLE AND FIELD FULL—DEPTH SAWCUT z 1 SAWCUT & DEMO EX ACP AS NEEDED FOR WATERMAIN EX 8" TO 9" ACP 20' 0 20' 40' 5. UTILITIES STRUCTURES AND SITE FEATURES NOT INDICATED FOR DEMOLITION SHALL BE EXTENSION AND RECONNECTION OF EXISTING SERVICES. PROTECT—IN—PLACE 9" HMA CLASS 1/2' PG 5811-22 10 30' SEE NOTE 4 & 9. SEE SIFT D1.3 PLACED IN 3 LIFTS AT 3" EACH 6. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE DEMOLISHED AND REMOVED FROM SCALE: 1"=20' O SAWCUT & DEMO OUTERMOST 1' WIDE STRIP OF EX ACP THE SITE AND DISPOSED OF AT AN APPROVED UPLAND DISPOSAL SITE IN ACCORDANCE TO PROVIDE CLEAN EDGE FOR NEW PAVEMENT EXTENSION. WITH THE SPECIFICATIONS. ANY FEES REQUIRED FOR DISPOSAL ARE THE RESPONSIBILITY 12" CSBC COMPACTED TO MINIMUM 95% OF SEE NOTE 9 OF THE CONTRACTOR. A�� MAXIMUM CAPACITY. REUSE OF ON—SITE CSBC IS ALLOWED IF IT CONFORMS WITH IF 3 SAWCUT & DEMO EX ACP TO FACE OF EX CB GRATE. �� CALL48 HOURS PROTECT—IN—PLACE EX CB & GRATE, SEE NOTE 9 V SHALL RFIELD VMEASUREAAND ESTABLISH EXISTINGPAVEMENT GRADES AND 2SLOPES APROR ��/V�/��/��/��/V�/��/V� APPROVED IFFORIREUSERBYSTTHEAENGINEER. TO DEMOLITION. PAVEMENT SHALL BE REPLACED FLUSH WITH SAWCUT EDGE OF EXISTING BEFORE YOU DIG PAVEMENT AND SHALL BE CONSTRUCTED TO MATCH ALL EXISTING GRADES AND SLOPES. COMPACTED SUBGRADE DIAL 811 8. SAWCUT AND DEMOLISH EXISTING ASPHALT PAVEMENT FOR WATER REROUTE. SEE DETAIL 1, VERT DATUM: NAVD 88 SHEET D1.2 FOR TYPICAL PAVEMENT RESTORATION DETAIL. 3 CONV TO MLLW = NAVD88+2.0 q 9. CONTRACTOR SHALL NOTIFY ENGINEER WHERE PVMT DAMAGE EXTENDS PVMT DEMO LIMITS. 1 TYPICAL PAVEMENT RESTORATION DETAIL HORZ DATUM: NAD 83/91 CONTRACTOR SHALL ADJUST SAWCUT AND PVMT DEMO LIMITS PER GUIDANCE OF ENGINEER. 61.2 D1.2 SCALE: NTS IF SHEET IS LESS THAN 22x34 W REDUCE SCALE ACCORDINGLY PROJECT ENGINEER: SCALE: PORT OF EVERETT N � DWG. NO. D1 .2 � p, LU N. WATSON 1" = 20' �P of r,LrB2'�A �S 1b Np J� DESIGNED BY: DATE: Port Of $Qg�� _' rtoy J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP No. H TT � EVERETT1Tff DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION ,-8—goo—os V L 16015th Avenue4 ,Suite 1300 Q 06/21/2021 NW ADDED DETAIL 1 is sroia K. EDWARDS, D. YU N. WATSON PROJECT P.O. BOX 538 Seattle,Washington 98101 �� re%gO,� ; EXISTING CONDITIONS & NO. MT—NT-2021-02.2 0C EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW70M1L 8t�'S ti APPROVED BY:0 C 206)382-0500 (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION DEMOLITION SITE PLAN (2 0 f 2) SHEET 110. 12 OF 149 O