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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 CIO „� 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 /> tB—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 10' 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 /> 20 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 CAP <br /> 811 <br /> L <br /> REQUIRED FOR DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY PIPE END AP DETAIL <br /> m r� 6. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT-OFF WATER SERVICE C VERT DATUM: NAVD 88 <br /> AS NEEDED TO CONSTRUCT WATERMAIN EXTENSION AND TO DECOMMISSION UTILITY PIPE END C A� P DETAIL F 0 R f 0 R N 0 N-PRESSURIZED (GRAVITY) CONV TO MLLW = NAVD88+2.03 <br /> AND ABANDON EXISTING WATER SERVICES AS NOTED ON THE DRAWINGS. `Z PRESSURIZED PIPE 0 N I T I®N 3 PIPE CONDITION HORZ DATUM: NAD 83/91 <br /> rtt SCALE: NTS SCALE: NTS W <br /> a< <br /> m <br /> 0 LU <br /> N PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N�. A <br /> � N p, � N. WATSON 1" = 20' D1 .3 <br /> Way q7' <br /> S 1b Np J DESIGNED BY: DATE: <br /> 0 <br /> or OfTff =Qg�� rtoy E NECKER DATE: 2021 NORTON TERMINAL DEVELOPMENT cIP NO H <br /> MET DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION 1-8-900-05 V <br /> _ 1601 5th Avenue,Suite 1300 10/15/2021 NW REVISED PER CITY c K. EDWARDS, D. YU N. WATSON PROJECT <br /> �7014 FEDERAL AVE UTILITY NO. MT—NT-2021-02.2 <br /> GC <br /> N P.O. BOX 538 PRE-CONSTRUCTION MEETING i0qo 8�rg�g0 4 <br /> Seattle,Washington 98101 ® 06/21/2021 NW ISSUED FOR BID 20M1L 8<�N ti� APPROVED BY: <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 0 <br /> (425) 259-31 64 PROJECT NO.1600120 NO, DATE BY REVISION NO, I DATE I BY I REVISION DEMOLITION PLAN SHEET NO. 13 OF 150 LL <br />