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J.a.,.... <br />10" CONC CURB WALL w/ 24" O OPENING <br />FOR VENT @ GRADE PER CIVIL, TYP (3) LOC. <br />SEE NOTE 4.4 <br />9 18" THICK CONC WALL w/ #9 @ 12" OC <br />53.02 EA WAY @INSIDE FACE & #7 @ 12" OC <br />EA WAY @ SOIL FACE, TYP <br />24"x24" THICKENED 18" THICK CONC WALL w/ <br />SLAB #7 @ 12" OC, EA WAY EA SIDE <br />OPENING FOR ACCESS LID <br />12 <br />, <br />LOCATION AND SIZE PER CIVIL <br />S2.01,7 <br />Q <br />9 1 <br />52.01 1 <br />® <br />1 <br />1 <br />20" CONC SLAB <br />8 <br />r <br />I <br />w/ #5@12" OC EA WAY <br />53.02 <br />I <br />TOP AND #11 @ 12" OC <br />.n <br />EA WAY BOT <br />37' - 7 3/4" <br />--------------------------------- <br />--- ----------------------------- <br />------------------------------ <br />10" CONC CURB WALL w/ <br />12 <br />ACCESS GRATE @ GRADE <br />S3.02 <br />PER CIVIL <br />tT%�_Tank Ud Plan <br />1 <br />HELICAL PILES <br />PER PLAN, TYP <br />_•p_ tior <br />Scale: 1/4" ® V-0° <br />CURB WALL & <br />VENT PER PLAN <br />SLAB PER PLAN <br />10" CONC CURB WALL w/ 12" O OPENING <br />FOR VENT @ GRADE PER CIVIL, TYP (4) LOC. <br />SEE NOTE 4.4 <br />PLAN NOTES <br />1. GENERAL <br />1.1. REFER TO CIVIL PLANS FOR ALL ELEVATIONS. <br />FOOTING ELEVATIONS SHOWN ARE FOR CONTRACTOR CONVENIENCE AND BIDDING ONLY. <br />FINAL ELEVATIONS SHALL BE DETERMINED BY - Fi ON SITE VERI CATION BY SOILS EN INEER G <br />BUT SHALL NOT BE SHALLOWER THAN THOSE SHOWN ON THIS PLAN. <br />REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL INFORMATION. <br />1.2. REFER TO ARCHITECTURAL AND CIVIL DRAWINGS FOR DIMENSIONS NOT SHOWN. <br />1.3 REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. <br />1.4 EXISTING CONDITIONS ARE ASSUMED AND MUST BE VERIFIED BY THE CONTRACTOR. <br />WHERE DISCOVERED CONDITIONS VARY FROM THOSE SHOWN ON PLANS, CONTRACTOR SHALL <br />CONTACT THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. <br />1.5 EXCAVATE, BACKFILL, AND PREPARE SOILS AS REQUIRED PER STRUCTURAL GENERAL NOTES <br />AND GEOTECHNICAL REPORT. <br />2. SLABS <br />3.1. PROVIDE BASE COURSE BELOW SLAB PER GEOTECH REPORT. <br />4. WALLS AND COLUMNS ABOVE <br />4.1. REFER TO TYPICAL CONCRETE WALL ELEVATIONS, SECTIONS AND REINFORCING TABLE FOR <br />SIZES AND SPACING OF REINFORCEMENT IN ALL CONCRETE WALLS, UNO. <br />ALL WALL REINFORCEMENT SHALL BE DEVELOPED AND SPLICED FOR FULL TENSION <br />CAPACITY PER TYPICAL REINFORCING BAR SPLICE AND DEVELOPMENT LENGTH TABLE. <br />REFER TO TYPICAL CONCRETE COVER REQUIREMENTS TABLE. <br />4.2. PROVIDE ADDITIONAL REINFORCEMENT AT WALL OPENINGS PER TYPICAL DETAIL, UNO. <br />CONTRACTOR SHALL COORDINATE PENETRATIONS THROUGH CONCRETE WALLS WITH ENGINEER <br />PRIOR TO CONSTRUCTION. <br />4.3. REFER TO CIVIL DRAWINGS FOR ADDITIONAL OPENINGS NOT SHOWN. <br />4.4. AT CONTRACTOR'S OPTION, SQUARE OPENINGS WITH AN EQUIVALENT AREA ARE STRUCTURALLY <br />ACCEPTABLE. COORDINATE WITH DESIGN TEAM. <br />PROVIDE ACCESS <br />LADDER PER CIVIL <br />CURB WALL & CURB WALL & CURB WALL & CURB WALL & CURB WALL & <br />ACCESS PER PLAN VENT PER PLAN VENT PER PLAN 8 ACCESS PER PLAN VENT PER PLAN <br />53.02 <br />------------------- <br />_I=_--- <br />-- <br />—i -- -- -- - ------- <br />---------------- <br />LID SLAB <br />---`- —I 1 PER PLAN — — _-- <br />I-- CONC WALL <br />WALL PER PLAN — I` — _ _—I _ PER PLAN--- <br />!—i S3.02 — -- 1 <br />SUMP PER PLANSUMP PER PLAN- I <br />— <br />----------------------------------------- <br />SLOPE <br />SLOPE SLAB PER PLAN I <br />--1-1L� �----_--- _ <br />I I _Is 1 i —_, I I-- PER- CIVIL PER CIVIL <br />i----- ----- <br />7 <br />S3.02 HELICAL PILES HELICAL PILES <br />PER PLAN PER PLAN <br />Scale: 1/4" = 1'-0" <br />CONSULTANT, <br />UND <br />�z <br />1201 First Avenue South, Suite 3 10 <br />Seattle, .r <br />1 <br />0 <br />e <br />0 <br />E <br />00 <br />U <br />Lu <br />< <br />0 <br />(1)0 <br />> <br />LIJ <br />ISSUANCE: <br />®ATE: <br />PERMIT SET <br />05/26/2021 <br />SHEET NUMBER: <br />' <br />S2001 <br />