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CLIENT- 1 -0 11 -8y4 11 -8y4 1'-0" 2X3 EDGE OF 4"x7" GUTTER 2X3 DOWNSPOUT PAN DECK DOWNSPOUT 24 Q R - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - lxl)%" 12'-0" 12'-0" s <1 IANGLE - - - - - - - - - - - - - - - - - - - - - -I r- — - - - - - - - - - - - - - - - - - - - -1 ( CONT. 12" FTG, TYP rzr ir I I I I I I ( ( I @ ENCLOSURE PERIMETER WALL HSS 4X3X �f6 MAIN FRAME I I BELOW (TYP) r- - - - - - - - - - - - - - - - - - - - - - - - - - -- r— - - - - - - - - - - - - - - - -- - - - - - - - I I I I I I I I I I I I I ( I I 8"x8"x16" SMOOTH FACE, 1—SCORE CONCRETE 12" FTG TYP MASONRY UNITS (CMU) I N PERIME ERURE wI I I I I 12" FTG TYP I I I J I @ENCLOSURE 'Am RCO zI I I I I I PERIMETER I I 6" WIDE WHEEL STOP I I I I I I �"/� WO/FT I SP WEST COAST PRODUCTS,LLC I I I I I I II o ( SLOPE SLOPE I 5 I I I I I I I I I I I I I 3"x16"x 20 GA. I I I I 12" WIDE X 1 DEEP CONT. FTG. / (1) #4 GALVANIZED PAN DE K, I ( I CONT. TY . ® PERIMETER , BY STEEL SUPPLIER #10 TEK SCREWS @ I I I IA-A EACH FLUTE MIN. I ( 1 X1 XY" ANGLE CONT. ( I I I I �o I 2 I I I $ co 0o I DRILL SLAB — — — — — — — — — — RECYCLE 3/4"0 x 1" 1 \7 J TRASH - - - - - -DEEP-F'Ol - - - - - - - - - - - - - - - - - - -- - - - - - - - - - 18215 72ND AVENUE SOUTH COLUMN BELOW; TYP CANE BOLTS KENT, WA 98032 Trash/Recycle Enclosure Roof Plan (425)251-6222 >� 00 !g PAIR OF STEEL 1 " " " (425)251-8782 FAX SCALE: 1/2 = 1 -0 - GATES SEE EL l� 3 X3 X HSS COL. CML ENGINEERING, LAND PLANNING, I TYP. OF 6. W/ A" X SURVEYING, ENVIRONMENTAL SERVICES 1 7Y"X7Y4" BASE PLATE 05 08 , W/ (2) 1{"O X 7" NO. DATE REVISION DESCRIPTION SD.2 SD.2 / / \ EMBED ANCHOR BOLTS 01/18/16 BUILDING PERMIT SUBMITTAL 1 Z POST FOOTING 18"0 x 6 DEEP a (TYP. 2 PLACES) SE� DETAIL l J 6" CONCRETE SLB SD.2 Q W/ 6x6—W1OXW1O W.W.M. 3 , 4 AT MID-DEPTH i 0 8" SPLIT FACE CMU, PAINT TO MATCH STORE — — — _t _ DRILL SLAB 3/4"0 x 1 GUARD POSTS DEEP FOR CANE BOLTS; Q VERIFY LOCATION W/ 8 GATE OPEN, 2 LOCATIONS Q 0 0 00 1 t, o Trash/Recycle Enclosure Plan S , SCALE: 1/2" = 1'-0" DESIGN STATEMENT SEE HINGE DETAIL :F ,� DANT L BRIAN GALWIN 02 THE INTERIOR WALL SURFACES OF THE TRASH ENCLOSURE ARE TO BE . SMOOTH, SEALED AND WASHABLE. APPLY ONE COAT EPDXY FILLER/SEALER; C-18865 � IN AND ONE COAT GLOSS POLYURETHANE. REN. 8/31/17 �0 0 0 0 0 �jySFD ARG�\� PROVIDE HEAVY DUTY CASTERS RECYCLE 6'-0" HIGH 6"0 @ EA. GATE STEEL POST SEE BB 24'-0" EMBEDMENT DETAIL SD 2 2 CANE BOLTS HEAVY DUTY__/ 3 South Side Elevation CONCRETE MASONRY SPECIFICATION: SCALE: 1/2" = 1'-0" SEE STRUCTURAL DRAWINGS FOR REQUIREMENTS, STRUCTURAL DRAWINGS GOVERN DEVELOPMENT INFORMATION: 06 1. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF MEDIUM - WEIGHT MASONRY UNITS, CONFORMING TO ASTM C90, LAID IN A RUNNING ARCO NTI BOND WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1,900 PSI. J"/FT SLOPE r s MORTAR SHALL BE TYPE S. GROUT SHALL CONFORM TO ARTICLE 2.2 OF 3000 am/pm — — — — — — — — — — — — TMS 602/ACI 530.1/ASCE 6 AND ATTAIN A MINIMUM COMPRESSIVE Y — — — — — — - -- — — STRENGTH OF 1,500 PSI AT 28 DAYS. DESIGN F'm = 1,500 PSI AT 28 , / — — — DAYS. STRENGTH SHALL BE VERIFIED BY PRISM TESTING OR SHALL BE W/ S 1 VERIFIED BY THE UNIT STRENGTH METHOD IN ACCORDANCE WITH CBC 2X3 DOWNSPOUT TO SPLASH SECTION 2105 AND ARTICLE 1.19.2 OF TMS 402/ACI 530/ASCE 5, t BLOCK IN LANDSCAPE AREA, LEVEL B QUALITY ASSURANCE (NON-ESSENTIAL FACILITY). SITE ADDRESS: \ � TYP. OF TWO / UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING REINFORCEMENT: ESCALON AVENUE 8" WALLS #4 @ 24"oc VERT #4 @ 24"oc HORIZ @ HIGHWAY 120 ESCALON,CA FILL ALL CELLS WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT FOR POURS GREATER THAN 5 FACILITY # T BD y y ti y 5 y ti y ti y ti y 1 y 1 y 1 y y 1 y 1 y 5 y 1 y 5 y 1 y 1 y 5 y 1 y 1 y 1 y 1 y t y 1 ti 1 FEET IN HEIGHT. MAXIMUM SPACING OF CLEANOUTS SHALL BE 24"oc FOR SOLIDLY GROUTED WALLS. MAXIMUM HEIGHT OF GROUT POURS DESIGNED By _ ALLIANCE MOM: 5 I 1 I 5 I 1 5 1 ti ti y ti ti 5 5 y I ti 4 y 5 y 5 y y 5 y 5 y y 5 ti y 5 4 y ti 5 y y y 5 y y y y SHALL BE IN ACCORDANCE WITH ARTICLE 3.5 OF TMS 602/ACI } } } } } } } } } } } } } } 4 } 4 } } } } 530.1/ASCE 6, TABLE 7. MAXIMUM HEIGHT OF GROUT LIFTS IS 6.5 CHECI�D BY: 8» SPLIT FACE CMU, DBS; BP REPM: y y y y y � y y y � y y y � y y y � y y ti y y y y y y ti y 1 y1 y 1 FEET. DRAWN Br: ALLIANCE PM: } I } } } } } } PAINT TO MATC STORE } } } } } } } } } } } } } } } } } mp 2. ALL METAL SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. VERSION: _ PROJECT No: 17223 3. COLOR: PEAR/NEUTRAL, FIELD APPLIED COLOR EXCEPT WHERE BP DRAWING TITLE: DECALS ARE REQUIRED. 4. CONCRETE NOTES TRA / ECYCLE y } y ti } y ti } y ti } y } y 5 } y } y ti } ti } y } y S y } A.B. PLACED CONOOTH CREfET00ALDL BENT AT AIR ENTRAINED CONSTRUCTION AND (HAVE A MINIMUM ENCLOSURE COMPRESSIVE STRENGTH OF 4,000 PSI. C. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. SHEET NO: 10'-8" 24'-0" Ea8t t0m"ilde Elevation/ West Z"13kide Reversed A North Em')Nde Elevation 5 4 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'—O" SDml