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NOTES; — — _—\._ <br /> 1. THE EXISTENCE, LOCATION, AND CHARACTERISTICS OF - - - \ <br /> CO ST-11 10 aT UNDERGROUND UTILITIES SHOWN ON THESE PLANS - <br /> HAVE BEEN OBTAINED FROM A REVIEW OF AVAILABLE - <br /> 1O 12" DIP SPARE CASING RECORD DRAWINGS AND SURVEY INFORMATION. THE - <br /> I, /. _1'I-R=-•- CONTRACTOR SHALL POTHOLE OR OTHERWISE CONFIRM <br /> r�G< \j4 NORTH EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ------- - _ _ _ <br /> 2r:, 2. FOR TYPICAL UTILITY TRENCH DETAIL, SEE UTILITY <br /> .y DETAIL SHEET. <br /> In order for COE water to I- 1 <br /> make use of a crossing it 3. INSTALL OWNER PROVIDED SPARE 12" DIP CASING IN <br /> needs to have a minumum 18" APPROXIMATE LOCATIONS SHOWN. TRENCH BEDDING <br /> ID and minimum of 36"cover. SHALL BE PER STANDARD DETAILS. SEAL BOTH ENDS _i_ __ _ I s ` _1 � _ <br /> Although I'm not sure COE OF CASING PER SPECIFICATIONS. „7......_ <br /> ` - _ —1 <br /> has a need to run anything - � �J <br /> 1 other than a 6" hydrant lead <br /> 1 to east side of tracks. If that is <br /> I SURVEY BASELINE the case,then 12"would be <br /> adequate. <br /> KEY MAP <br /> 1 SCALE: NTS I <br /> I Only casing in <br /> middle is ' <br /> 1 <br /> I upgraded. Other <br /> 1 I <br /> I spare casings to <br /> remain 12" DIP ' <br /> II <br /> II(V d <br /> o1 <br /> EXTEND (E) ELEC/COMM DUCT BANK 1 - <br /> IoENCASEMENT TO LIMITS OF FULL I I <br /> U DEPTH PAVEMENT CONSTRUCTION. 0 <br /> LA (N) SIDING TRACKS. PROVIDE (N) CAST IN PLACE <br /> SEE RAIL SHEETS PULLBOXES AT LIMITS OF FULL w <br /> 2 I DEPTH PAVEMENT CONSTRUCTION.--, , _ <br /> LA \ N <br /> N 1 O SGD-01 STA 11+75, 30 LF (N) STORM SEWER. 1 w <br /> 1 SDG-01 STA 14+45, 30 LF O SEE DRAINAGE SHEETS (TYP) I to <br /> I <br /> Z r + +o u• Cr; - _SD 1 W <br /> o <br /> z <br /> V I I I I I I o 0 <br /> 0 0 Q O `q o = <br /> I I iI <br /> Q 1 1 1 H <br /> I <br /> 1 M <br /> 1 <br /> 1 <br /> (E) TRACK T115�/ SDG Ot STA 19+40, 40 LF f 1 }� <br /> �/ I 1 <br /> N1 <br /> 1� 1 <br /> 1 _ 0-7- <br /> ., _ I <br /> _� - - _ _ _ _ _ _ _ _ _ _ -,r-- - - <br /> ! Changed to 24" - - - - - - - - - <br /> _ _ - _ - - - - - - i <br /> I steel casing pipe <br /> per City of Everett POE PROPERTY BOUNDARY LEGEND <br /> I� I SPARE CASING PIPE 30' 0' 60' <br /> SCALE: 1"=30' <br /> DRAWING SCALES SHOWN <br /> BASED ON 22",? DRAWING <br /> ,,,, PRO.�GT ENGINEER. SCALE <br /> C.FISCHER PORT OF EVERETT OWG NO <br /> C-013 <br /> Port of onorr a nIcnol 100%SUBMITTAL DESG"EDRV DATE TERMINAL RAIL UPGRADES <br /> ]f;t� 600 UNrHERSnY STREET ISSUED:2016/08/23 A.PATTERSON 2016/08/23 <br /> CIP NO <br /> SUITE/670 NOT TO BE USED FOR CONSTRUCTION DRAVNBV c'E«ED a. PHASE 2 C2;'- <br /> SEAT SUI WA 98101 C.GREENE GRAv PROJECT <br /> 0 730%538 206-622-0222 ppNoyEod UTILITY PLAN-AREA 2 , NO MT-RR-2016- '1 <br /> EVERETT WA98206 A <br /> PN 425.259-3164 PROJECT NO. 9226 <br /> NO DATE ST h�.��i SHEET NO 4C OF - <br />