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HEWITTTERMINAL x EX PERSONNEL GATE DUNLAP <br /> (PORT OF EVERETT) EVERETT SHIP REPAIR x \ (PORT OF EVERETT) 3 <br /> x (PORT OF EVERETT) os� <br /> O EX COMM UTILITY BOX 3 <br /> w/BOLLARD, PIP EX 35LF SLIDING GATE oP\ <br /> O EX OHP TO BE RAISED IN TO EVERETT SHIP REPAIR <br /> ELEV BY SNOPUD(NIC) EX SECURITY EX 30 LF SLIDING °" T II <br /> �� a EX COMM POLE FENCE ABANDON-IN-PLACE GATE TO DUNLAP EX POWER&GUY <br /> "M 3 TO BE RELOCATED <br /> EX 2-W,TYP <br /> a BY SNOPUD(NIC) <br /> —;--*--x ao o d0 o _ d0 x _o- x ao x - x_ x _x- x x x - x -x x <br /> 05 o /�EX MONITORING 1v"TP � `a'�� �A'. EX WM, <br /> EX PV / I/vn WELL, PIP,TYP °O°hhk aO „� PIP 0P <br /> DEMO EX WV 1� � �i�,,,""",,��� 3\ EX PVMT / <br /> U O °s °s o p ❑ <br /> CUT&C 6' ° os <br /> LITION NOTE <br /> s� IS � I <br /> 3&6 FEDERAL AVE EX PVMT / <br /> EX SS CO,PIP EX PVMT \ 1 <br /> EX PVMT <br /> 3+00 4+00 5+00 6+00 a <br /> op 2 <br /> EX CURB&GUTTER, & i i i i i i i i i i i i i 1 E DEMO m O(4 TYP) Am <br /> SIDEWALK, PIP I EX PVMT 6"W FOR0' 'H s I <br /> o s s os ss ss ss ss ss 1 2 0 <br /> pss s <g��a -EX ss ss RFfl1NNFMIO� <br /> s <br /> s � s A x <br /> o ° <br /> s�e op orra'�-i-rrT oe y/ /YiTrrr>7T x <br /> CUT, CAP oP 1 0 oa % 1 (4 TYP <br /> &ABANDON-IN-PLACE ov OP ° T x � ) x <br /> $ 0 5LFi EX GVL EX 6"W,TYR EX GVL EX PVMT x <br /> EX6"DIW <br /> EX PP, PIP <br /> DEMO 14LFt ,. EX FH& <br /> EX 12"DIW SIDE OF SIBEF�• AM Am BOLLARD, PIPAm <br /> EX PP& 1 <br /> I /M\ A /M\ I GUY WIRE,PI I <br /> SEE SIFT C5.2 FOR <br /> RELOC&RECONNECT <br /> W RECONFIGURATION <br /> m & EXTENSION I EX FIRE HYDRANT I <br /> (OUT OF SERVICE) <br /> B 0 w <br /> kB—os M <br /> DEMO EX PIV'S& BOLLARDS I <br /> I o l DEMO EX PH EX WAREHOUSE BLDG <br /> I <br /> alx I I <br /> I I <br /> I I I <br /> A <br /> EX WAREHOUSE PARKING <br /> F (VACANT-CURRENTLY NOT IN USE) N <br /> I n <br /> 20' 0 20' 40' <br /> LEGEND DEMOLITION NOTES D1� UTILITY DEMOLITION PLAN ,o. 30 <br /> {ffffi3 1SSff. ABANDON EX WATER UTILITY 1. ADDITIONAL DEMOLITION OF EXISTING FOUNDATIONS MAY BE REQUIRED TO D1.1 .3 SCALE: 1"-20' SCALE: 1"=20' <br /> ACCOMMODATE INSTALLATION OF PROPOSED UTILITIES. <br /> w DEMO EX WATER UTILITY <br /> 2. FROM PAST BORINGS EXISTING ASPHALT PAVEMENT THICKNESS IN FEDERAL <br /> ] PIPE CAP AVENUE IS ANTICIPATED TO BE 8" TO 9" THICK. <br /> 3. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON THESE PLANS <br /> ARE APPROXIMATE. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR <br /> COMPLETENESS OF THE INFORMATION. THE CONTRACTOR SHALL POTHOLE OR CONTRACTOR SHALL FIELD VERIFY THE <br /> OTHERWISE CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF PIPE MATERIAL AND SIZE BEFORE CONC THRUST BLOCK, <br /> CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR ORDERING THE RESTRAINT JOINT END CAP SEE SPECIFICATION 24 ` City of Everett <br /> KEY NOTES SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL ° BACKER MATERIAL _ MIN EVERETT Reviewed for Permit 10/26/2021 <br /> THE CHANGED CONDITIONS HAVE BEEN EVALUATED. THE CONTRACTOR SHALL 4 a AS NEEDED <br /> 0 CUT & PLUG EX PIPE w/GRAVITY PLUG PER TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR _ _ _ _ _ _ _ CUT PIPE WHERE <br /> DETAIL 3, SHEET D1.3, SEE NOTE 3 & 6 DESTRUCTION ALL UTILITIES AS SHOWN AND ALL UTILITIES NOT SHOWN THAT ° INDICATED ON PLANS <br /> MAY BE ENCOUNTERED DURING CONSTRUCTION DUE TO NO RECORD OF a <br /> 2D DEMO EX 6" TEE FOR FIRE HYDRANT THEIR EXISTENCE. a a a <br /> RECONNECTION 4. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED FOR DEMOLITION Z <br /> SHALL BE PROTECT—IN—PLACE. — — — — ° <br /> PLUG PIPE A MINIMUM DISTANCE CALL 48 HOURS <br /> 5. ALL ITEMS MARKED FOR DEMOLITION (DEMO) SHALL BE DEMOLISHED AND RESTRAINED a 4 OF 2' FROM DAY LIGHT END BEFORE YOU DIG <br /> REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED UPLAND JOINT END CAP WITH NON—SHRINK GROUT <br /> DISPOSAL SITE IN ACCORDANCE WITH THE SPECIFICATIONS. ANY FEES / DIAL 811 <br /> REQUIRED FOR DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY PIPE END LAP DETAIL <br /> 6. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT—OFF WATER SERVICE VERT DATUM: NAVD 88 <br /> AS NEEDED TO CONSTRUCT WATERMAIN EXTENSION AND TO DECOMMISSION UTILITY PIPE END C A P DETAIL F 0 R z f C 0 R NON—PRESSURIZED (GRAVITY) CONV TO MLLW = NAVD88+2.03 <br /> AND ABANDON EXISTING WATER SERVICES AS NOTED ON THE DRAWINGS. `Z PRESSURIZED PIPE CONDITION 3 PIPE CONDITION HORZ DATUM: NAD 83/91 <br /> SCALE: NTS SCALE: NTS W <br /> PROJECT ENGINEER: SCALE: <br /> N � DWG. No. LU <br /> p, N. WATSON 1" = 20' PORT OF EVERETT D1 .3 <br /> `Z,+P :ATE <br /> of usBt'�A <br /> DE S 1b Np J SIGNED BY: D <br /> PortOf =Qg�� ,toy E ECKER DATE: 2021 NORTON TERMINAL DEVELOPMENT cIP NO.1Tff H <br /> 1'!tm <br /> � DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION 1—8-900—OS U <br /> n�,//�� <br /> L 16015th Avenue,Suite 1300 Zj, 10/15/2021 NW REVISED PER CITY ti K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 538 PRE-CONSTRUCTION MEETING 37014 FEDERAL AVE UTILITY N0. MT-NT-2021-02.2 <br /> Seattle,Washington ®on 98101 �° 8�tstiggO` <br /> EVERETT, WA 98206 06/21/2021 NW ISSUED FOR BIDAOMIL �1' APPROVED BY: O <br /> (425) 259-3164 PROJECT NO.01600120206)382-0500 NO, I DATE I BY I REVISION NO, I DATE I BY I REVISION DEMOLITION PLAN SHEET NO. 13 OF 150 LL <br />