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<br /> €423.00 5'x10' ACCESS OPENING 421.25 12503 Bel-Red Road, Suite 101
<br /> o Bellevue WA 98005
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<br /> A/VS-1.1 A/VS-1.1 �� 12503 Bel-Red Road, Suite 100
<br /> 12"0 VENT (TYP.) 24" OPENING Bellevue, Washington 98005
<br /> €422.75 (4-LOCATIONS) (3-LOCATIONS) 421 .00 (425)450-4075 FAX: (425)450-4076
<br /> ; A N
<br /> DETENTION VA U LT Li D ID _ 02020
<br /> All rights reserved. No part of this document may be
<br /> SCALE: Y4"=1 '-0"
<br /> reproduced, in any form or by any means,without
<br /> permission in writing from Shutler Consulting Engineers, Inc.
<br /> NOTES: 1) ELEVATIONS SHOWN THUS: [__. ] INDICATE BOTTOM OF PLANK ELEVATION.
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<br /> 2) ELEVATIONS SHOWN THUS: {- -- INDICATE APPROXIMATE FINISHED GRADE. SEE CIVIL 4,4 "' r
<br /> DRAWINGS FOR FINAL FINISHED GRADES. ` a '; 3' o. `�`
<br /> 3) CONTRACTOR TO COORDINATE ALL OPENINGS IN LID WITH PLANK SUPPLIER & CIVIL DRAWINGS.
<br /> 4) MAXIMUM COVER OVER VAULT SHALL BE 5'-0". • •
<br /> 81 '-8"
<br /> 1'-O- 36'-0" 8'-0" 36'-O" / 7-1--1 '-0"
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<br /> 5'-0" 10'-0" .
<br /> TYP. 'TYR. •
<br /> 36"0 BORED INFILTRATION UIC WELL, o
<br /> II I l SEE OPENING DETAIL ON SHEET VS-1 .0 _o
<br /> I 7-2-2020 PERMIT SET
<br /> A/VS 1.0
<br /> K \ ISSUE NO. DATE ITEM
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<br /> co I � , Dates
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<br /> 0 INLET PIPE / ' . 31957 4''
<br /> 18" CONCRETE SLAB ON GRADE PER CIVIL - q'`. et I E�'�'\ c` 2020"07 02
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<br /> FLQrsi VAULT WALLS ARE NOT TO BE BACKFILLED UNTIL PLANKS ARE SET & SCALE: ) "=1 '-O" mu: DETENTION VAULT LID PLAN
<br /> GROUTED. & FOUNDATION PLAN
<br /> 0 NOTES: 1) ELEVATIONS SHOWN THUS: [__._'] INDICATE TOP OF CONCRETE SLAB
<br /> 2) VAULT LID & WALLS HAVE NOT BE DESIGNED FOR CONSTRUCTION ELEVATION.
<br /> EQUIPMENT LOADS (TRUCKS, PAVERS, EARTH-MOVING EQUIPMENT, ETC.) OR
<br /> CONSTRUCTION MATERIAL STORAGE LOADS GREATER THAN THE DESIGN LIVE 2) PROVIDE WATERSTOPS AT ALL JOINTS AS REQUIRED BY CIVIL ENGINEER. DESIGNED BY: DV DRAWN BY: AL, RB
<br /> LOADS SHOWN IN THE GENERAL NOTES. IT IS THE RESPONSIBILITIY OF THE REVIEWED BY: JFI APPROVED BY:
<br /> 2 CONTRACTOR TO PROVIDE ADEQUATE SHORING (TO BE APPROVED BY PLANK 3) PROVIDE #5x2'-6" AT CORNERS OF ALL OPENINGS IN C.I.P. WALL.
<br /> IL MANUFACTURER) IF CONSTRUCTION LOADS EXCEED DESIGN LIVE LOADS.
<br /> DATE 6-25-2020
<br /> ,,, 4) SEE CIVIL DRAWINGS TO VERIFY ALL OPENING LOCATIONS IN WALLS. .
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<br /> . SHEET NO: < SS
<br /> 5) FOR WALL PENETRATION SEE DETAIL ON SHEET VS-1 .0. uy " ` ' PROJECT NO: 19-19.01 3 OF 3
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<br /> 6) FOR C.I.P. SLAB OPENINGS GREATER THAN 12"O, SEE DETAIL ON SHEET
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