2600 FEDERAL AVE Utility Plans 2024-12-04

® HEWITT TERMINAL x (PORT OF EVERETT) O x EX COMM UTILITY BOX w/BOLLARD, PIP O FEDERAL AVENUE STATION LINE x AT POINT OF CURVATURE �� STA: 0.44 894 N: 130154 x M — E: 1301542.7.74 d0 d0 d0 — v— BEGIN EX ACP DEMO EX PVMT o STA 3+16.20, LT=22't 2 EX UTILITY / \ ` RESET EX MON AFTER W HANDHOLE, PIP J ® FEDERAL AVE CONSTRUCTION IN 0 CONFORMANCE WITH COE STD'S 3+DO OP_ _ _ _ _ _ _ _� _ _ _ _ °P EX CURB & GUTTER, & DEMO 5' WIDE STRIP EX ACP o O CONC SIDEWALK, PIP o FOR WATERMAIN EXTENSION, S 1 op SEE SHT C5.2 1 OP OP P OP OP O \Y EX GVL E) LEG EN® DEMO EX ASPHALT DEMO EX CONCRETE SAWCUT LINE KEY NOTES U SAWCUT & DEMO EX ACP AS NEEDED FOR WATERMAIN EXTENSION AND RECONNECTION OF EXISTING SERVICES. SEE NOTE 4 & 9. SEE SHT D1.3 O SAWCUT & DEMO OUTERMOST 1' WIDE STRIP OF EX ACP TO PROVIDE CLEAN EDGE FOR NEW PAVEMENT EXTENSION. SEE NOTE 9 30 SAWCUT & DEMO EX ACP TO FACE OF EX CB GRATE. PROTECT —IN —PLACE EX CB & GRATE, SEE NOTE 9 ® EXISTING SEWER MANHOLE, PROTECT —IN —PLACE Port of EVERETT P,0 BOX 538 EVERETT, WA 98206 (425) 259-3164 a� A DEMOLITION NOTES A ^ I EX PERSONNEL GATE 9 DUNLAP EVERETT SHIP REPAIR x (PORT OF EVERETT) (PORT OF EVERETT) °�� oP EX 35LF SLIDING GATE x FEDERAL AVENUE STATION LINE TO EVERETT SHIP REPAIR OO OP AT PROPERTY LINE STA: 7+83.00 EX SECURITY END EX ACP DEMO EX 30 LF SLIDING OP N: 361428.58 LEX COMM POLE FENCE AT PROPERTY LINE x E: 1301564.01 GATE TO DUNLAP OP DEMO T ao ao ao ao do do • //" a° TREE STUMP X X X X X X X X X X X X X X — — — — — _ — — — — — X — EX MONITORING SAWCUT EX ACP 18" OFFSET CORNER OF ACP SAWCUT EX WM, — END EX ACP DEMO �° STA 6+94.62, LT=12.9't STA 3+76.41, LT=12.6't M�� WELL, PIP, TYP EX PVMT FROM DUNLAP PROPERTY LINE PIP BEGIN EX ACP DEMO \ BEGIN EX ACP DEMO b STA 4+14.39, LT=11.4't 2 i J STA 5+93.00, LT=24.2't EX PVMT — — — — — — — — — — — _ 2 — SAWCUT LINE, TYP EX SS CO, PIP EX PVMT EX PVMT SAWCUT, STA 6+94.62 4+00 5+00 90 6+00 SALVAGE EX GATES, 3 1 T J;E DEMO EX EX PVMT — — — — — — — — — — — — BOLLARD, TYP EX GVLA L EX MH, PIP 0P 10DEMO EX ACP TO EX EDP TO ®®® pX WM, PIP OP OP oP oP—PROVIDE CLEAN EDGE FOR NEW —OP — oP ® ' X X \ \ X HMA BONDING, WIDTH VARIES °P °P ° OP � — — — — EX GVL EX PVMT x PIP °p EXFH& A 0 � BOLLARD, PIP EX PP & I � GUY WIRE, PIPI I SAWCUT, DEMO & REPL EX ASPH OM z DEMO EX ACP TO EXTERIOR FACE OF WAREHOUSE BLDG FOR NEW SIDEWALK ® DEMO EX CONC LANDING EX WAREHOUSE BLDG x & RELOC CONC BLOCK TO BLOCK STORAGE AREA I I � I I EX WAREHOUSE PARKING x (VACANT —CURRENTLY NOT IN USE) I SURFACE FEATURES & PAVEMENT DEMO 1. ADDITIONAL DEMOLITION OF EXISTING FOUNDATIONS MAY BE REQUIRED TO ACCOMMODATE INSTALLATION OF PROPOSED UTILITIES. 2. FROM PAST BORINGS EXISTING ASPHALT PAVEMENT THICKNESS IN FEDERAL AVENUE IS ANTICIPATED TO BE 8" TO 9" THICK. 3. CONTRACTOR SHALL USE CARE TO REMOVE AND NOT DAMAGE ITEMS MARKED FOR SALVAGE. CONTRACTOR SHALL RETURN SALVAGED ITEMS TO THE PORT AT COVERED LOADING DOCKS 1 AND 2 ALONG WEST SIDE OF EXISTING WAREHOUSE. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL POTHOLE AND FIELD LOCATE EX UTILITIES AS NECESSARY. 5. UTILITIES STRUCTURES AND SITE FEATURES NOT INDICATED FOR DEMOLITION SHALL BE PROTECT —IN —PLACE. 6. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE DEMOLISHED AND REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED UPLAND DISPOSAL SITE IN ACCORDANCE WITH THE SPECIFICATIONS. ANY FEES REQUIRED FOR DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7. PERFORM PAVEMENT SAWCUTTING IN CONFORMANCE WITH DOE BMP C152. CONTRACTOR SHALL FIELD MEASURE AND ESTABLISH EXISTING PAVEMENT GRADES AND SLOPES PRIOR TO DEMOLITION. PAVEMENT SHALL BE REPLACED FLUSH WITH SAWCUT EDGE OF EXISTING PAVEMENT AND SHALL BE CONSTRUCTED TO MATCH ALL EXISTING GRADES AND SLOPES. 8. SAWCUT AND DEMOLISH EXISTING ASPHALT PAVEMENT FOR WATER REROUTE. SEE DETAIL 1, SHEET D1.2 FOR TYPICAL PAVEMENT RESTORATION DETAIL. 9. CONTRACTOR SHALL NOTIFY ENGINEER WHERE PVMT DAMAGE EXTENDS PVMT DEMO LIMITS. CONTRACTOR SHALL ADJUST SAWCUT AND PVMT DEMO LIMITS PER GUIDANCE OF ENGINEER. 1601 5th Avenue, Suite 1300 Seattle, Washington 98101 (206) 382-0600 Fax (206) 382-0500 PROJECT NO.1600120 z2 07/05/2023 NW RECORD DRAWING 0 05/21/2021 NW ISSUED FOR BID /D 05/07/2021 NW FOR CITY REVIEW N0, DATE BY REVISION N0, DATE BY D 1.11 D 1.2 SCALE: 1 "=20' EX 8" TO 9" ACP TREAT ALL SAWCUT EDGES WITH HOT SEAL JOINT. COVER JOINT SEAL WITH SAND TO PREVENT TRACKING, TYP r—FULL—DEPTH SAWCUT COMPACTED SUBGRADE 9" HMA CLASS 1/2" PG 58H-22 PLACED IN 3 LIFTS AT 3" EACH 12" CSBC COMPACTED TO MINIMUM 95% OF MAXIMUM CAPACITY. REUSE OF ON —SITE CSBC IS ALLOWED IF IT CONFORMS WITH THE SPECIFICATION FOR CSBC AND IS APPROVED FOR REUSE BY THE ENGINEER. 1 TYPOCAL PAVEMENT REST®RATDON DETAIL D1.2 D1.2 SCALE: NTS RECORD DRAWING PROJECT WATSON1" ENGINEER PORT O F EVERETT RECORD CONDITIONS N. W1 = 20' REVISION ILLUSTRATED IN THESE 'LANS REFLECT DESIGNED BY: DATE: INFORMATION J. BECKER 05/07/2021 'ROVIDED BY THE DRAWN BY: CHECKED BY: :ONTRACTOR. RECORD K. EDWARDS, D. YU N. WATSON :ONDITIONS WERE NOT APPROVED BY: ✓ERIFIED BY ENGINEER. 7+83 1 M1 I I i DEMO EX CONC I I I I I I I I I I I I I_ • • • 4• • • SCALE:• CALL48 HOURS BEFORE YOU DIG DIAL 81 VERT DATUM: NAVD 88 CONV TO MLLW = NAVD88+2.03 HORZ DATUM: NAD 83/91 IF SHEET IS LESS THAN 22x34 REDUCE SCALE ACCORDINGLY I DWG. NO. D1.2 NORTON TERMINAL DEVELOPMENT CIP NO. & MTCA 3RD INTERIM ACTION 1-8-900-05 PROJECT EXISTING CONDITIONS & NO MT-NT-2021-02.2 DEMOLITION SITE PLAN (2 OF 2) SHEET NO. 12 OF 150 0 Z a U LU