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ud <br />ol <br />05 <br />Lu <br />Lu (c) <br />�a <br />z <br />z <br />0 <br />0 <br />s <br />z <br />0 <br />0 <br />�I <br />UJI <br />0- <br />CD <br />CN <br />co <br />Llj <br />ty <br />z <br />Ix <br />L <br />U <br />z <br />LLI <br />LLA <br />rl <br />t—' <br />FUTURE CMU WALL, NOT <br />IN CONTRACT. <br />N 358104.59 <br />E 129 467.33 <br />TOP OF ACP= 18.60' <br />TOP OF CONC�19o21' =a <br />N 358093.81 <br />E 1298480.47 <br />TOP OF AOP=1&63' <br />TOP OF CONIC = 1 9o21 ' <br />0 <br />N 358076.26 <br />E 129 501.86 <br />TOP OF ACP= 1 8e34' <br />6' BOLLARD, TYP <br />C239 C3.4 <br />EDGE OFTHICKENED <br />FTG BELOW, 1 1 P <br />aLo <br />0 <br />� V <br />fir ---------------- <br />TOP <br />f i OF AGP=18.70' <br />TOP OF <br />CONC=19.21' <br />� MATCH ACF' EL TO <br />� TOP OF CONC <br />� I SLAG. <br />N 35 131.91 <br />E 12984 9.74 <br />TOP OF ACP=1&60' <br />TOP OF CONC=19m03' <br />5.75' I 1 1.75' <br />N 358106044 I 00 <br />E 1298490.83 <br />TOP OF ACP=19o13' I RIDGELINE <br />TOP OF CONC=19e13' I EL=1 ,70' <br />L------— — — — — — — — — — m I <br />t i Et 1E4€ I S .� CONC <br />SLAB <br />PLAN <br />EVERETT, WA 98206 (���) �$�a���� Fax (���) ���,���® A 12/08/17 NW ISSUED. FAR DID AND PERMIT. <br />(425) 59 m3164' PROJECT NO. 16001-20 NO. DATE BY REVISION <br />1.75' <br />Lo <br />Q0 <br />NO. I DATE I BY I REVISION <br />rl <br />FUTURE CMU ALL, <br />k If Cr I k I —If% k 1`lii A. fd`ii <br />FUTURE CONIC SLAB, <br />NOT IN CONTRACT. <br />MATCH FINISH GRADE <br />AT PERIMETER OF <br />FUTURE CONC SLAB. <br />9 <br />TEMP ACP 3" MIN <br />DEPTH OVER 1 2" ORB <br />FUTURE COLUMN, <br />NOT IN CONTRACT <br />REFER TO SKEET G103 <br />UTILITY STRUCTURE NOTES <br />FOR GROUNDWATER DATA <br />1,0' <br />AMFER ON <br />XPOSED <br />y <br />�_DGE BAR <br />0" MAX SPA <br />230039 <br />� <br />-OW <br />2" PAST <br />M PACT <br />Y <br />UTILITY STRUCTURE AND LID SMALL BE <br />CONTRACTOR DESIGNED TO WITHSTAND <br />LOADS SHOWN IN THE STRUCTURAL <br />SCHEDULE ON SHEET S1,3, REFER TO <br />SKEET G1 m3 FOR ADDITIONAL <br />UNDERGROUND UTILITY STRUCTURES <br />DESIGN LOADING CRITERIA NOTES. <br />UTILITY STRUCTURE PER PLAN <br />(ELEC/COMM VAULT, VALVE VAULT, <br />MANHOLE, CATCH BASIN, ETC). <br />MIN DEPTH GRAVEL BACKFIL L <br />FOR PIPE ZONE BEDDING BELOW <br />VAULT AND EXTENDING 12" PAST <br />VAULT ON ALL SIDES. COMPACT <br />TO 95% OF STD DENSITY. <br />IN DEPTH QUARRY SPALLS <br />`` - <br />1 BELOW VAULT AND EXTENDING 12" <br />12" MIN DEPTH GRAVEL BACKFILL �� � � � 1 PAST VAULT ON ALL SIDES. <br />FOR PIPE ZONE BEDDING BELOW COMPACT BY THOROUGHLY TAMPING <br />„ ®I I I� ICI i i=1 I I� 1 <br />VAULT AND EXTENDING 12 PAST '-lII( (II, !I! =' WITH HEEL OF EXCAVATORBUCKET <br />VAULT ON ALL SIDES, COMPACT �� G OR USING A SIMILAR PROCEDURE. <br />TO 95% OF STD DENSITY <br />COMPACTED NATIVE WRAP QUARRY SPACES WITH <br />SUBGRADE, iYP — i— WOVEN GEOSYNTHETIC MIRAFI <br />RS280i OR EQUAL. JOINTS SHALL <br />OVERLAP BY Al" LEAST 12" <br />CONDITION ,4 FOUNDATION: CONDITION B FOUNDATION - <br />USE CONDITION A FOUNDATION WHEN SUBGRRDE IS USE CONDITION B FOUNDATION WHEN SUBGRADE IS BELOW <br />ABOVE THE GROUNDWATER ELEVATION AND THE PROJECT THE GROUNDWATER ELEVATION, OR THE PROJECT <br />GEOTECHNICAL ENGINEER HAS APPROVED THE SUBGRADE GEdTECHNICAL ENGINEER HAS DETERMINED THE SUBGRADE <br />MATERIALS AS SUITABLE FOR THE FOUNDATION. MATERIALS TO BE UNSUITABLE FOR THE FOUNDATION. <br />,B TYPICAL UTILITY STRUCTURE FOUNDATION DETAIL <br />—�C2.9 SCALE: NTS Ic' c�r-sr is � ewe rsnni ,.�e <br />I�AN 22'4 <br />REDUCE SCALE ACCORDINGLY <br />PROJECT ENGINEER: SCALE: PORT OF EVERETTDWG, NO. <br />No WA T SON AS NOTED - _- - -C2m9 <br />DESIGNED BY: DATE: _ <br />J. BECKER 12/08/2017 SOUTH TERMINAL CIP NO, <br />- - �� <br />@3FJ' <br />DRAWN BY: CHECKEDCHECKEDBY: 1 —8-0�I 1 —06 <br />So MILLETT No WATSON PROJECT <br />- ---- - APPROVED BY: LESUBSTATION CONIC SLAB NO. MT—ST-2017®11 <br />_ --- <br />TILITY STRUCT. FOUNDATION DETAILS,, <br />SHEET NO. 41 OF 176 <br />