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NOTE:
<br />THIS DETAIL SHOWS THE POSITION OF THE
<br />EMBEDDED PLATES ROTATED RELATIVELY
<br />TO THE EQUIPMENT LAYOUT ON DETAIL 1/S1. FILL
<br />CONN
<br />THIS DETAIL MAY BE ROTATED ABOUT THE
<br />TANK CENTER TO MATCH THE EQUIPMENT
<br />LAYOUT.
<br />THIS DETAIL IS BASED ON THE CUT SHEET
<br />OF THE TANK AND SHOULD BE VERIFIED BY
<br />THE CONTRACTOR PRIOR TO
<br />CONSTRUCTION
<br />-v
<br />I
<br />LO
<br />1'-3Y2" V-3y2'
<br />TANK CENTER
<br />N
<br />PRIOR TO POUR:
<br />1. ENSURE THAT EACH EMBEDDED
<br />PLATE IS LEVEL INDIVIDUALLY AND
<br />LEVEL WITH OTHER (2) EMBEDDED
<br />PLATES FOR NEW TANK.
<br />2. VERIFY THE EXACT LOCATION OF
<br />EMBEDDED PLATES AGAINST THE
<br />ACTUAL FOOTPRINT OR RIGID
<br />TEMPLATE,
<br />DO NOT SCALE EMBEDDED PLATE
<br />LOCATIONS FROM THIS DRAWING.
<br />4Y2„ 4Y200
<br />- cli
<br />1Y4' 1' 11Y4"
<br />Ir T-2%" T-2 y4"
<br />4'-3%„ 4'-3%,
<br />6-6%" 5'-6%"
<br />(N) EMBEDDED PLATE LAYOUT
<br />PLAN, SCALE. 1 - 2 -0
<br />PAD
<br />PER PLAN
<br />(N) EQUIPMENT PAD PER PLAN
<br />ANCHOR LOCATION EQUIPMENT ANCHORAGE:
<br />PER PLAN \ PER SCHEDULE
<br />FOR ADDITIONAL INFORMATION
<br />REFER TO:
<br />1 B
<br />S1 S1
<br />PLAN SCHEDULE
<br />(N) EPDXY ANCHOR
<br />TYP. SECTION, NTS
<br />RESTORE PAVEMENT TO
<br />TANK BASEPLATE
<br />NIC
<br />CONTRACTOR TO VERIFY
<br />MBEDDED PLATE LOCATIO
<br />AGAINST RIGID TEMPLATE
<br />TYP
<br />3/4" CHAMFER iSl
<br />3"
<br />TY i2" MAX
<br />3
<br />- I
<br />i
<br />I
<br />a
<br />W i
<br />i
<br />PAD REINFORCEMENT
<br />NOT SHOWN FOR CLARITY
<br />..
<br />AFTER WELDING, FILL ALL
<br />BASEPLATE HOLES WITH
<br />NON -SHRINK GROUT
<br />4"
<br />TYP PERIM
<br />EMBEDDED PLATE
<br />PER PLAN
<br />TOS TOS LEVEL AND
<br />FLUSH WITH TOC
<br />TOC
<br />0.75% MAX SLOPE
<br />ANCHORS
<br />PER PLAN
<br />\— SUB -BASE:
<br />FOR ADDITIONAL INFORMATION REFER TO SECTION'SOILS"
<br />REFER TO: OF CONSTRUCTION NOTES
<br />1 3 SL - LINES OF SYMMETRY FOR EMBEDDED
<br />PLATE, BASEPLATE, AND HOOKED REBARS
<br />PLAN PLAN
<br />(N) EMBEDDED PLATE
<br />i ELEVATION, SCALE:
<br />(N) HEAVY HEX NUT
<br />(2) MIN
<br />INSTALL A WASHER AND THREAD THE
<br />NUT HAND -TIGHTENING IT AGAINST THE
<br />(N) WASHER
<br />{
<br />{ BASEPLATE. INSTALL THE SECOND NUT,
<br />PER SCHEDULE
<br />AND EASE THE ASSEMBLY Y4 FULL TURN
<br />w
<br />WHILE COUNTER -TIGHTENING THE FIRST
<br />{
<br />{ AGAINST THE SECOND NUT. p
<br />P. w
<br />{
<br />(
<br />wU
<br />EQUIPMENT BASEPLATE
<br />IINUT
<br />w
<br />1" w
<br />7 Y2' CHAMFER I°
<br />TOC
<br />i(N) ANCHOR FOR ADDITIONAL INFORMATION
<br />PER SCHEDULE REFER TO:
<br />1 B
<br />S1 S1
<br />°LAN SCHEDULE
<br />(N) ANCHORAGE
<br />TYP. SECTION, NTS
<br />w
<br />MATCH (E) OR PER PLAN PAD PER PLAN NOTES:
<br />EXCAVATION THIS DETAIL REFLECTS THE MINIMUM
<br />COMPLIANT REQUIREMENTS TO SOIL PREPARATION
<br />WITH OSHA FOR THIS PROJECT.
<br />THIS DETAIL IS MANDATORY UNLESS
<br />rr y\ SUPERSEDED BY THE SOIL/EARTHWORK (N) JOINT SEALER:
<br />CO U w REQUIREMENTS FOR THIS SITE BY THE CHEMSEAL 2727
<br />w NON -EXPANSIVE z z GEOTECHNICAL REPORT OR BY THE AHJ. EPDXY EXPANSION
<br />BACKFILL U g JOINT SEALANT OR
<br />m COMPACT TO 95%--------------------- ------------------- APPROVED EQUAL MAY VARY (E) OR (N)
<br />MAXIMUM DRY PER PLAN STRUCTURE
<br />w DENSITY* a ° 'ALTERNATIVELY, CONTROLLED LOW
<br />z STRENGTH MATERIAL (CLSM) WITH A
<br />\ z MAXIMUM COMPRESSIVE STRENGTH OF (N) STYROFOAM
<br />Bo 50 PSI MAY BE USED PER NATIONAL
<br />READY MIXED CONCRETE ASSOCIATION —
<br />GUIDE SPECIFICATION AND ALL THIS DETAIL IS FOR (N) PAD
<br />\ O O O ° 0 ° ° ° ° O O APPLICABLE ASTM STANDARDS. 2" ABUTTED BY CONCRETE ONLY
<br />° O ° 00 0 0 ° O ° °° ° 0 0 0 EJ IS NOT REQUIRED FOR
<br />° ° o O° ° ° O ° 0 O ��/\�/\�/ / ASPHALT, GRAVEL, AND OTHER
<br />O° ° O° ° O° p° ° °00000 ° O 0° / NON -RIGID PAVEMENT
<br />oo \ ° 0 ° O O 0. 0"-0 O (N) OR (E) SLAB,
<br />y\O°©°°O�°° °0°00°O°°°00 PAD, OR FOOTING
<br />0 0
<br />/ °°°°°°°°°000°0°°o°°0°° Y2" SUBBAg:
<br />\ ° O°O° 0 0 O°O° O00° O O° 0° O 0° (N) BASE, CRUSHED STONE, REFER 10 SECTION "SOILS"
<br />\ GRAVEL, ETC. COMPACTED TO OF CON>TRUCTION NOTES
<br />95% MAXIMUM DRY DENSITY
<br />(E) UNDISTURBED SOIL PER ASTM D1557
<br />9" Ir EXPANSION JOINT (EJ)
<br />MIN (N) GEOTEXTILE FABRIC
<br />MIRAR 60OX OR EQUIVALENT (8 TYP. SECTION, NTS
<br />(N) SOIL IMPROVEMENT
<br />■ TYP. SECTION, NTS
<br />—
<br />31"
<br />(N) EMBEDDED PLATE
<br />1 " ASTM A36
<br />TOS LEVELED
<br />6° 6%„
<br />6%, 6y8„
<br />6„
<br />2"
<br />2,�
<br />TYP
<br />TYP
<br />SL
<br />ch
<br />rD
<br />(
<br />I
<br />06" VENT HOLE
<br />{
<br />MAY BE
<br />FLAME CUT
<br />(1)TYP
<br />LL
<br />N M
<br />I _
<br />I SL
<br />M �
<br />N
<br />I
<br />I
<br />I •
<br />co
<br />23" REF
<br />I
<br />l
<br />I •
<br />1
<br />O o o
<br />o o
<br />p
<br />(E) TANK BASEPLATE
<br />ABOVE
<br />3/4" CHAMFER ALL
<br />EXPOSED EDGES
<br />SLAB OR GRADE
<br />\, 7 7�
<br />,\\ram\/\
<br />W
<br />z
<br />i
<br />�ro STD 9(°
<br />i HOOKS
<br />NOTES:
<br />LOCATION OF THE (N) EMBEDDED PLATE
<br />(MARKED "REF") TO BE ESTABLISHED WITH A
<br />RIGID TEMPLATE ONLY
<br />SL - LINES OF SYMMETRY FOR EMBEDDED
<br />PLATE, BASEPLATE, AND HOOKED REBARS
<br />VERIFY THE TANK BASEPLATE DIMENSIONS, IF
<br />DIFFERENT FROM 23"x24Y2', CONTACT SGE
<br />PRIOR TO FABRICATION OF THE (N) EMBEDDED
<br />PLATE
<br />(N) EMBEDDED PLATE
<br />PLAN, SCALE: _ = 0'-8"
<br />N) EQUIP PAD PER PLAN
<br />'-3" CLR TOC PAD REINF
<br />I // PER PLAN
<br />2" CLR
<br />TOP
<br />g
<br />a
<br />rY
<br />3" CLR w
<br />SUBBASE:
<br />REFER TO SECTION "SOILS"
<br />OF CONSTRUCTION NOTES
<br />\ (N) PAD
<br />V / TYP. SECTION, NTS
<br />EXPOSED TO T MIN FROM PROTECTED STRUCTURE
<br />VEHICULAR IMPACT
<br />PIPE FILL:
<br />CL 3,000 PSI MIN NWC
<br />WITH PAINTED CROWN
<br />OR COVERED WITH PLASTIC SLEEVE
<br />Y2„ ;� ..
<br />PIPE 4 STD MIN
<br />CENTER AT CL OF THE DRILLED PIER
<br />PRIMED AND PAINTED
<br />OR COVERED WITH PLASTIC SLEEVE
<br />COLOR: SAFETY YELLOW
<br />GRADE OR PAVEMENT
<br />I
<br />Cl)
<br />ih
<br />M
<br />DRILLED PIER:
<br />3,000 PSI MIN NWC
<br />x'
<br />ih
<br />LARDS*�OL
<br />YP. SECTION, NTS
<br />01" HOLE FOR
<br />LEVELING RODS
<br />(4) TYP PER PLATE
<br />MAY BE FLAME CUT
<br />5/16 V TYP (16)
<br />�— #6 REBARS
<br />W/ STD 180' HOOK
<br />ASTM A706 GRADE 60
<br />(16) EA EMBEDDED PLATE
<br />TANK CENTER
<br />FOR ADDITIONAL INFORMATION
<br />REFER TO:
<br />1
<br />S1
<br />PLAN
<br />CLIENT
<br />CASCADE
<br />-COFFEE-
<br />Cascade Coffee
<br />1525 75th St. SW, Suite 100,
<br />Everett, WA 98203
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<br />oCL
<br />a�Q
<br />0 0a)
<br />U Lu'
<br />a>
<br />U � 0
<br />LL 0 00 3
<br />N U) pz ��
<br />a U _C
<br />zLO
<br />Q LO
<br />N
<br />Q
<br />J
<br />a
<br />z
<br />THESE PLANS WERE DEVELOPED RESTRICTIVELY
<br />FOR USE ON THE STRUCTURES AND BY
<br />PERSONS/COMPANY AS SPECIFIED IN THE TITLE
<br />BLOCK. ANY OTHER USE (INCLUDING, BUT NOT
<br />LIMITED TO, DISSEMINATION AND COPYING) OF
<br />THESE PLANS OR ANY USE OF THE PLANS BY ANY
<br />PARTY OR PARTIES OTHER THAN THE ONES
<br />SPECIFIED IN THE TITLE BLOCK, ARE STRICTLY
<br />PROHIBITED UNLESS UNDER A WRITTEN
<br />PERMISSION BY SGE
<br />S. GORDIN STRUCTURAL DESIGN
<br />& ENGINEERING SERVICES (SGE), INC.
<br />2081 Business Ctr Dr., Ste. 105, Irvine, CA 92612
<br />TEL, (949) 552-5244 FAX (949) 552-5243
<br />June 29, 2021
<br />SGE JOB No. 521.053,396
<br />CASCADE COFFEE
<br />REVISIONS
<br />REV DATE DESCRIPTfON csT
<br />PP'd
<br />DATE: June 29, 2021
<br />DESIGNED BY EL
<br />APPROVED BY VSG
<br />TOTAL STRUCTURAL SHEETS-2
<br />TYPICAL
<br />DETAILS
<br />S=2
<br />
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