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I LEGEND <br /> p PSO PSO PSO PSO PS Q PSO P50 PSO P50 PSO PSO PSO PSO IPSO LIMITS OF WORK <br /> E <br /> a d QUO <br /> PSS Pss Pss Pss p s Pss Pss Pss Pss pss Pss ------- LIMITS OF SAW CUT <br /> EXISTING 150 <br /> SEWER�- TEMPORARY CONSTRUCTION FENCE <br /> Ps PSO 1 2 EXISTING 12"0 ss EXISTING SANITARY SEWER <br /> a HDPE WATER I EXISTING STORM DRAIN <br /> o I� w EXISTING WATER SYSTEM <br /> W W W 7 W W W W EXISTING FIRE HYDRANT <br /> EXISTING CIA Pso EXISTING COMBINED SEWER <br /> HDPE WATER Pss EXISTING PRESSURE SEWER <br /> W W W W W W W WO P EXISTING ELECTRICAL/TELECOM <br /> SEWER VAULT <br /> RIM 14.94 a EXISTING SANITARY SEWER MANHOLE <br /> ss 6$ SS SS SS 6$ EXISTING SDMH <br /> RIM 14.05 EXISTING CATCH BASIN <br /> P P 9 IE (N) 9.6 <br /> EXISTING SSMH IE (E) 9.6 EXISTING HMA <br /> 6 IE 14.90 <br /> 3 4 IE (S) 12.3 <br /> (E) 11.5 ❑ <br /> CO IE (W) 11.5 STRUCTURAL FILL <br /> IE (S) 11.5 3 LIMITS OF EXISTING ASPHALT/CONCRETE <br /> P TO BE DEMOLISHED <br /> 8 <br /> III <br /> p <br /> \ EXISTING 8"0 <br /> � HDPE 5 P� P SHEET NOTES <br /> EXISTING 4"0 3 SAWCUT EXISTING ASPHALT/CONCRETE <br /> O <br /> o HDPE p 1 TOTAL PROJECT LENGTH 1020FT <br /> 3 A ODEMOLISH EXISTING ASPHALT/CONCRETE <br /> TOTAL PROJECT AREA 18,870SF <br /> DEMOLISH EXISTING STORM MANHOLE <br /> ,0 3 COORDINATE WITH INSTALLATION OF NEW <br /> \ MANHOLE SEE C1.01 <br /> v <br /> o EXISTING 240 DEMOLISH 120 STORM LINE, <br /> LK CMP STORM OUTFALL 4 <br /> a PLAN LENGTH APPROXIMATELY 50FT <br /> o P -P p P P — r—P P -- P A P P P P <br /> DEMO <br /> STORM LINE, <br /> o d <br /> P P P d P I O PLAN LLENG H�APPROXIMATELY 20FT <br /> x x P P d DEMOLISH SANITARY SEWER LINE <br /> p P p d o O PLAN LENGTH APPROXIMATELY 72FT <br /> oE TR -TJ p I_ o^/' T E E p p <br /> � �WPi p P <br /> b d P P p P EXISTING TIEBACK p p p p p — DEMOLISH SANITARY SEWER LINE <br /> P Pp P EL: 11.1' O PLAN LENGTH APPROXIMATELY 24FT <br /> APPROX 4'-0" O.C. <br /> DJ LOCATIONS VISIBLE <br /> o ALONG EXTERIOR OF a O ABANDON SANITARY SEWER LINE IN <br /> BULKHEAD PLACE. FIELD VERIFY SIZE AND TYPE <br /> m PRIOR TO DECOMMISSIONING <br /> z <br /> z <br /> ODEMOLISH EXISTING SEWER MANHOLE <br /> CONSTRUCTION NOTES <br /> Lu <br /> PLAN <br /> Z 1. ELECTRICAL/TELECOM SYSTEMS DEMOLITION NOT SHOWN FOR CLARITY. <br /> z SCALE IN FEET <br /> w 2. CONTAINMENT AND REMOVAL OF ALL EXISTING FUEL SYSTEM PIPING, TANKS, VAULTS, AND APPURTENANCES <br /> d SHALL CONFORM TO TANK DECOMMISSIONING STANDARDS LISTED IN WASHINGTON ADMINISTRATIVE CODE (WAC) <br /> z 10 0 10 20 173-36-OA-0810 (2), EXCEPT FOR REPORTING REQUIREMENTS LISTED IN SUBSECTION (C). <br /> F 3. DEMOLITION OF EXISTING FUEL SYSTEMS AND INSTALLATION OF NEW 2" DIESEL AND GASOLINE FUEL LINES SHALL <br /> BE COMPLETED IN PHASES AS COORDINATED BY THE GENERAL CONTRACTOR. <br /> w 4. PROVIDE SHOP DRAWINGS WITH LOCATION AN PIPING INVERTS. <br /> 5. MAXIMUM FUEL SERVICE INTERRUPTION IS 24, WITHIN HIS TIMEFRAME, CONNECT AND MAKE OPERATIONAL NEW <br /> z DIESEL AND GASOLINE PIPING AS SHOWN IN HE CIVIL AND MECHANICAL PLANS. PRIOR TO DEMOLITION OF <br /> EXISTING FUEL TANKS <br /> W 6. DEMOLITION OF EXISTING SEWER SYSTEMS ARE TO BE COORDINATED HE INSTALLATION OF NEW SEWER <br /> MANHOLES AND SEWER MAIN. HE CONTRACTOR SHALL COORDINATE ANY SERVICE OUTAGES WITH PORT OF <br /> EVERETT'S MARINA DEPARTMENT. SEWER OUTAGES SHALL BE LIMITED TO 8 HOURS. <br /> 7. DEMOLITION OF EXISTING STORM WATER SYSTEMS ARE TO BE COORDINATED THE INSTALLATION OF NEW STORM <br /> WATER MANHOLES AND STORM MAIN. THE CONTRACTOR SHALL COORDINATE ANY SERVICE OUTAGES WITH <br /> o PORT OF EVERETT'S MARINA DEPARTMENT. STORM OUTAGES SHALL BE LIMITED TO 8 HOURS. <br /> City of Everett <br /> EVERETT Reviewed for Permit 09/27/2022 <br /> a IF THIS DRAWING IS NOT 22"04" SCALE ACCORDINGLY. <br /> PROJECT ENGINEER: SALE: PORT OF EVERETT DWG. N0. <br /> PND ENGINEERS,INC. IS NOT RESPONSIBLE FOR SAFETY BRUTF J. KEISER NOTED D1.OZ <br /> 0O LL PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR TL_ 'C ovv+ns <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �E �,is DESIGNED BY: DATE- <br /> ort Of I I ® 1736Po hAve 1.au,teA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, �� C. WIEST MAY 2022 WATERFRONT PLACE CENTRAL CIP NO. <br /> 2-0-069-01 <br /> EVERETT aea�sWash,° n�a1s4 THE SPEGIFIDATIDNs SHALL GDNFGRM TD STANDARDS DF MARINA FUEL TANK REPLACEMENT <br /> I RAWN BY: CHECKED BY: <br /> � a P:206.624.13&7 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY W <br /> N ENGINEERS,INC. —pndengi—.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN ,c, of 32789�o .Z� G. DEAN (,.W E$T PROJECT <br /> \N P.O.BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED FS 0,sl Cow EXISTING CONDITIONS AND NO. MCR-CM-2022-01 <br /> EVERETT,WA 98206 QO 5/31/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT SYONAE APPROVED BY: <br /> (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO HIND. 5�3 ft DEMOLITION PLAN EAST SHEET NO. 8 OF 31 <br />