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1400 SEINER DR 2016 Utility Plans 2022-10-27
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1400 SEINER DR 2016 Utility Plans 2022-10-27
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Last modified
10/27/2022 1:07:04 PM
Creation date
6/13/2019 4:17:25 PM
Metadata
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Template:
Address Document
Street Name
SEINER DR
Street Number
1400
Permit
PW1606-051
Year
2016
Notes
FISHERMANS HARBOR (Address changed from 1400 W Marine View Dr to 1400 Seiner Dr as of 9/2019)
Address Document Type
Utility Plans
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C IVI L SYM BQ LS <br /> STRU CTU RAL SYM BOLS <br /> SURVEY UTILITY SURFACE & LANDSCAPING GENERAL CONCRETE <br /> SYMBOL DESCRIPTION (ABBRZ SYMBOL DESCRIPTION (ABBR) SYMBOL DESCRIPTION (ABBR) SYMBOL DESCRIPTION E GRID LINE MARKER �1 FOOTING TYPE AND <br /> THEOR./ FOUND/ EXIST. PROP. PROP. PROP. EXIST. PROP. � � BOTTOM ELEVATION <br /> EX T. EMBANKMENT GRID LINE 440'-0" <br /> IS PROP. � � CAP/PLUG � � Nq —X—X CONCRETE OVER STEEL <br /> � p ANGLE POINT � o GUARD PQST `�`� ` `� `�`' ' `' - - - - FLOOR DECK-LONGITUDINAL <br /> -�- -�-. BENCH MARK � DI REDUCER FIRE RIP RAP � , , SOIL/SUBGRADE <br /> NA STU D <br /> � � REBAR/IRON PIPE G' � THRUST BLOCK F4—F4— 4'" FIRE LINE �� HEDGE GRAVEL <br /> � � WATER METER X—X CONCRETE OVER STEEL <br /> � � MONUMENT IN CASE Fs—Fs— 6" FIRE LINE �M�,�� �� LD-HEDGE � WWF FLOOR DECK-TRANSVERSE <br /> � ) c� cE FIRE HYDRANT <br /> � � MONUMENT (SURFACE) AIR RELIEF FDC FIRE DEPARTMENT CONNECTION � � SHRUB OPENING IN FLOOR OR WALL <br /> J ?_______ TAX LOT / PARCEL # � � LD-SHRUB CONCRETE CURB/ <br /> ------ � FIRE HOSE CONNECTION PARTIAL HEIGHT WALL <br /> � ¢ BLOW-OFF TREE (Conifer) <br /> � � OWNERSHIP TIE X FIRE EXTINGUISHER & � XX.XX MATCHLINE <br /> x x � LIFE RING CABINETS LD-TR-C(L,M OR S) <br /> �a �a GATE VALVE (X=UTILITY) MATCHLINE CONCRETE WALL <br /> x E�Ev x E�EV SPOT ELEVATION � � . _ _ <br /> P.R.V. TREE (Deciduous) REFERENCE LINE, EXISTING OR <br /> XX.XX MATCHLINE a 0 PAD MOUNTED WATER LD-TR-D(L,M OR S) ARCHITECTURAL ELEMENTS _____ CONCRETE WALL <br /> � Q T R A N S F O R M E R —w—W-- W A T E R M A I N � � B E L O W T H I S L E V E L <br /> M A T C H L l N E Y A R D O R S T R E E T L I G H T q <br /> SECTION DATA: TY? N� UTILITY VAULT � WATER PEDESTAL � � LT-YDLIT - - DIMENSION PER ARCHITECT EDGE OF CONCRETE <br /> SECTION CENTER ►� VALVE N� SEE BORING SOIL BORING <br /> � O � � TOWERMISSION � PLAN SF-BORNG � M/E ' OR EELEIO RIPAR MECHANICAL � CONCRETE COLUMN <br /> � � � FIRE HYDRANT <br /> r� � � � CONCRETE COLUMN <br /> SECTION CORNER � �. UTILITY POLE SEWER CHANNELIZATION E� 43'-6" TOP OF STRUCTURE ELEVATION � � BELOW THIS LEVEL <br /> � � QUARTER CORNER � �- UTILITY POLE W/RISER T ( ) CHANGE OF SLAB <br /> �-- � UTILITY POLE ANCHOR S—S SEWER LINE SYMBOL DESCRIPTION TOP OF ELEMENT INDICATED <br /> � � SIXTEENTH CORNER �+ E+— UTILITY POLE SIDEWALK Q DUMP STATION EXIST. PROP. <br /> ICKNESS <br /> CLOSING CORNER ANCHOR Q SEWER PUMP �� [-14�"J (TOPAT�IONEPO�ENT INDICATED) <br /> RAISED SLAB <br /> � � �--� �---� STREET LIGHT ASSEMBLY \ - <br /> Q SEWER HOSE RACK DISABLED SYMBOL <br /> � WP PC 1 PILE CAP IDENTIFICATION <br /> o° � MEANDER CORNER WORKPOINT <br /> MC MC T�' '� TELEPHONE RISER ♦ SEWER CONNECTION SP-HANDY <br /> 0 o SAN. SEWER CLEAN OUT STORM ���I� �,`��O�;J STOP LEGEND DIRECTION OF SPAN <br /> � � NORTH � u � � SP STOP <br /> �} � SD MANHOLE TYPE 1 —s�—so— STORM DRAIN <br /> � QQ SD MANHOLE TYPE 2 ❑ EXISTING CATCH BASIN LIMIT OF SPAN <br /> a PROPOSED CATCH BASIN �- SLOPE <br /> SH-DATUM <br /> � � CATCHBASIN � <br /> scA�E ►N FEET � 0 CATCHBASIN TYPE 2 OTHER �7' SURFACE - SLOPE UP <br /> o � STORM DRAIN INLET � <br /> �5�5 ,882 20 0 20 40 ;--; ;—: STORM DRAIN CULVERT � UTILITY STATION(CONSISTS <br /> —CW— —CW— COLD WATER LINE OF ONE WATER PEDESTAL & \ SURFACE - SLOPE DOWN <br /> F F FIRE LINE ONE ELECTRICAL PEDESTAL) <br /> o — FM — — FM — FORCE MAIN Q ELECTRfCAL SURFACE - SLOPE TWO WAYS <br /> �i —SS — —SS — SANITARY SEWER LINE PEDESTAL <br /> � — SD — —SD — STORM DRAIN LINE <br /> SURFACE - STEPPED <br /> � COo • SAN{TARY SEWER CLEAN4UT � <br /> fl � FIRE DEPARTMENT CONNECTION <br /> � SURFACE - STEPPED & SLOPED <br /> � ��o DOWNSPOUT <br /> i <br /> c� <br /> z . <br /> Q X FENCE <br /> � � � � � PROJECT LIMITS <br /> 0 <br /> o R/W RIGHT-OF-WAY <br /> w <br /> j • • • • • • • • • • LIMITS OF FILL <br /> � <br /> � TITLES TEXT <br /> °° STEEL FASTENERS <br /> � <br /> Q <br /> _ <br /> Z SECTION/ELEVATION LETfER <br /> � PLAN TITLE OR DETAIL/VIEW NUMBER � � SHEET NUMBER WHERE DRAWN b PHASE, DIAMETER PLAN SECTION <br /> � <br /> & <br /> BEAM GIRDER <br /> = SCALE: 1/8" = 1'-0" SEE 1/S2.1 FOR INDICATES DIRECTION � AND + � CONCRETE ANCHOR BOLT <br /> j ADDITIONAL INFO OF CUTTING PLANE „ FEET, MINUTES STEEL IN CROSS SECTION <br /> INCHES, SECONDS <br /> � TEXT NOTATION �ErrER INDICATES ` DEGREE + ,�, DRILLED IN CONCRETE ANCHOR <br /> "' A SECTION/ELEVATION TITLE sEcr�oN OR ELEVATION � AT + BOLT <br /> w <br /> o � <br /> � CENTERLINE <br /> Z S 1 .1 SCALE: 3/4" = 1 '-�" S � PLATE <br /> a <br /> S3.2 + T NAI� <br /> c� NUMBER <br /> Z 1 SHEET NUMBER WHERE � PERCENT <br /> Q 1 DETAIL/VIEW TITLE SECTION sEc-r�oN �s SHOWN <br /> a S2.1 SCALE: 3/4" = 1 '-0" E `-' <br /> � S2.1 2 NUMBER INDICATES <br /> DETAIL OR VIEW <br /> � ELEVATION S2 2 SHEET NUMBER WHERE <br /> � SECTION ELEVATION f DETAIL/VIEW LABELS DETAi� DETAIL/ELEVATION �s sHowN <br /> 0 <br /> % <br /> � SECTIQN/ELEVATION/DETAILf VIEW IDENTIFIERS <br /> � <br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E C O R D D R A W I N G <br /> 0 <br /> � PROJECT ENGINEER; SCALE: PORT OF EVERETT DWG. NO. <br /> 0 o PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED G 1 .O� <br /> Q a PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br /> o ' Ort TM CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DEs��NEo BY: DATE: <br /> U � 0 2736 FoUrth Avenue S.Suite A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JUN. W A T E R F R 0 N T P LA C E C E N T R A L _ _ _ _ _ <br /> g Seattle,Was� on 98134 2016 c�P No. 2 0 045 01 6 8 001-06 <br /> o � � � THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF � _ ' ' <br /> � � VERETT P:206.624.1387 INDUSTRY. DRAWWGS ARE FOR USE ON THIS PROJECT ONLY DRAwN BY: CHECKED BY: F I S H E R M A N S H A R B 0 R 6 8—OOl—O7, 6-8-0O�—OH <br /> �� ENGINEERS, INC. www.pndengineers.com �1 9/15/18 JBK RECORD DRAWING AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN N. ALEXANDER PROJECT <br /> 0 o P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED G E N E R A L S Y M B 0 LS No. PD—WP-2016-01 <br /> �j EVERETT, wA ss2os QO 6/30/16 JBK ISSUED F� BID AND CONSTRUCTI�I IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPRovED BY: <br /> � Y (425) 259-31fi4 DIRECTLY OR INDIRECTLY TO PND. <br /> N0. DATE BY REVISI�N SI-IEET N0. 3 �F 195 <br />
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