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2 3 4 5 6
<br /> 1.SEE D5/L-501 FOR ADJACENT CONDITIONS.
<br /> 2.FIELD VERIFY LAYOUT AND DIMENSIONS PRIOR TO FABRICATION.
<br /> 3.PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR REVIEW.
<br /> 1/4"THICK SS WEIR,CURVED&FITTED TO
<br /> COVER ENTIRE LENGTH&WIDTH OF CIP CURB.
<br /> CONTINUOUSLY WELDED PLATES,SAND WELDS
<br /> SMOOTH PRIOR TO FINISHING. ,
<br /> YKEMAN
<br /> 7 SS1/2"DIAX2"LENGTH CONCRETE ANCHOR BOLT W/
<br /> ^; SS NUT AND WASHER @ 18"OC
<br /> DECORATIVE ROCK, DESIGNARCHITECTURE +
<br /> .�,:... SEE B2/L-501
<br /> BppOe
<br /> E E
<br /> CIP CONCRETE CURBCONSULTANT:
<br /> ON STRUCTURE,SEE C2/L-501
<br /> WATERPROOFING ASSEMBLY
<br /> FLOORASSEMBLY GGLOz.
<br /> E5 METAL STORMWATER WEIR 1301First Avenue,Suite 301
<br /> Seattle,WA 98101
<br /> 1 1/2"=1'0"
<br /> http:/Avww.gglo.com
<br /> Q DRAIN RISER
<br /> 3
<br /> PERFORATED CAP(BLACK)
<br /> CONCRETE BUILDING WALL
<br /> REMOVEABLE COVER,COLOR: MAX PONDING ELEVATION DOWNSPOUT,SEE ARCH
<br /> BLACK
<br /> MULCH CONCRETE CURB W/ c •
<br /> ADJACENT PLANTING,SEE PLANS CIP CONCRETE SEATWALL,SIM BIORETENTION SOIL METAL WEIR a
<br /> L I ~ 84/L-501 E5/L-501
<br /> LANDSCAPE EDGING WI = m
<br /> DOWELED TO SLAB.
<br /> STAKES @ 12"O.C. PERFORATED PVC DRAIN PIPE
<br /> SEE ARCH FOR --- ---_- -�LL.--_-
<br /> CRUSHEDROCKTOPPINGCOURS (HEIGHT AND DIAMETER VARY), WATERPROOFING DETAILS. 1%~ ____ _ _ ____
<br /> COLOR:BLACK - CONCRETE WAL
<br /> BASE COURSE h 4"� WRAP DRAIN PIPE W/FILTER .-� ''7 ,��"
<br /> SEE ARCH
<br /> FILTER FABRIC FABRIC SOCK TO BE HELD 1"
<br /> ADJACENT SURFACE,SEE PLANS m •.r,; ;; _ _
<br /> FROM FINISHED GRADE FFE
<br /> COMPACTED SUBGRADE I h w �.I ,%
<br /> DRAINMAT TO DRAIN UNDER j
<br /> PVCPIPE,SEE 401BE400 o
<br /> _D I h N
<br /> ri -ri I I -III-I m PROJECT IDENTIFICATION: °
<br /> III I III III II
<br /> I-III III-III-III-I
<br /> III -III III III STRUCTURAL FOAM,AS H O P E W O R K S
<br /> NEEDED//�
<br /> WATERPROOF ASSEMBLY P HAS E 2
<br /> AND DRAINAGE MAT,SEE
<br /> BE002�""`I
<br /> FLOOR ASSEMBLY FOR
<br /> SLAB DRAIN
<br /> D2 CRUSHED ROCK ON GRADE DRAIN ACCESS @PLANTER BIORETENTION PLANTER Hopeworks &
<br /> Housing Hope
<br /> NOTES:
<br /> 1. PROVIDE SHOP DRAWINGS,OF ALL METAL PLANTERS,FOR r - - - - - - - - - - - - - - - - - AT
<br /> NOTE REVIEW BY LANDSCAPE ARCHITECT.
<br /> 1. SEE D5/L501 FOR ADJACENT CONDITIONS. COLOR TO MATCH PLANTER 2. PROVIDE A MOCK-UP METAL PLANTER,FOR REVIEW BY METAL PLANTER 3/8"STEEL,WELDS AT CORNERS,GRIND SMOOTH,
<br /> I LIGHTWEIGHT PLANTING SOIL 3315 Broadway
<br /> LANDSCAPE ARCHITECT. Y
<br /> 1/2'ROUNDHEAD BOLT, 3. HOLES FOR FASTENERS ON INTERIOR BRACING SHALL BE FIELD PAINT,COLOR:TO MATCH STRAIGHT BACK AND SIDES
<br /> EVEL NUT,AND WASHER SLOTTED. ARCHITECTURAL EXTERIOR GUARDRAILS (WELDED TOGETHER) Everett, WA
<br /> OVERLAPPING JOINT 4. FASTENERS TO BE S.S.,PAINTED TO MATCH PLANTERS. 1 1/2N1/4"STEEL CROSS BAR I CROSS BAR SUPPORT(S)
<br /> METAL PLANTER 5. REFER PLANS FOR LAYOUT AND DIMENSIONS.DIMENSIONS TO 1
<br /> 1/2'R TOOLED EDGE, BE OUTSIDE TOOUTSIDE. FILTER FABRIC TO WRAP TOP OF PLANTER CONFORMED SET
<br /> ALL EXPOSED EDGES SITE FURNISHING VARIES, 6. VERIFY DIMENSIONS AND LAYOUT IN FIELD PRIOR TO ENTIRE PLANTER
<br /> g• SEE PLANS PLANTER CORNER CONNECTION FABRICATION. (VERTICALLYTO WITHIN I" 0 05/14/2018
<br /> L OF TOP OF SOIL&100%
<br /> DECORATIVE ROCK, CORROSION RESISTANT ANCHOR METAL PLANTER WALL 3" COVERAGE ALONG BOTTOM ( " z
<br /> // METAL PLANTER \\ -III -III-
<br /> SEE B2/L-501 BOLTS WIEXPANSION SHIELDS, WALL CAP BOLTED OF PLANTER) �++
<br /> 1l2"ROUNDHEAD BOLT, /
<br /> RECOMMENDATURER'S 3 NUT,AND WASHER,SEE _ TO PLANTER WALL DRAINMAT(APPLY I I -III WATERPROOFING RECOMMENDATION FOR SPACING I I VERTICALLY TO WITHIN 3" _
<br /> ASSEMBLY,SEE BE002. - This drawing is:
<br /> C - SHIM WINON-SHRINK GROUT AS METAL PLANTER OF TOP OF SOIL& -III III-III-III o 1.Copyright 2017 Dykeman,Inc. C
<br /> I HORIZONTALLY@BOTTOM TOP OF PAVING
<br /> _ FLOOR ASSEMBLY REQUIRED FOR SECURE,STABLE WALL RETURN 2.The Architect's Instrument of Professional Service.
<br /> ` 6„ FIT OF PLANTER FOR 6")
<br /> III 1-1/2'X 1/4"SS CROSS BAR I _;''t, 3.For use on this project only.Obtain Architect's
<br /> CIP CONCRETE 0. 0 0 0 o written permission for any other use or reproduction.
<br /> PAVING,SEE A6/L-501 BOLT/NUT MECHANICAL ROUNDHEAD BOLT,NUT,
<br /> ATTACHMENT AND WASHER I �000 0 o LIGHTWEIGHT FILLER NUMBER:
<br /> _ - WT4 X 5 BOLTED TO o a0 0 0 ••
<br /> PLANTER WALL SECTION F ROOF SLOPE-VARIES
<br /> 1/4"JOINT TYP.EQUALLY
<br /> SPACED AND MAX.6-0"O.C. I CROSS BAR SUPPORT I g• q• BASE PLATE 2016033.00
<br /> PLANTER PANEL CONNECTION WATERPROOFING STRUCTURAL FOAM,SHIM AS NEED ,
<br /> \ / ASSEMBLY,SEE RUN CONTINUOUS UNDER BASE PLA E •
<br /> SECTION _ _ `IF GREATER THAN 6",ADD CONTINUOUS STRUCTURAL FOAM BE002.
<br /> METAL PLANTER CORNER CONNECTION SHEETS WITH 4"X4"DRAIN CUTOUTS @ V-0"O.C.MAX FLOOR ASSEMBLY
<br /> C2 CONCRETE CURB ON STRUCTURE C3 FURNISHING ATTACHMENT C4 METAL PLANTER MARK DATE DESCRIPTION
<br /> 02/22/2018 Bid Set
<br /> ADD 1 02122/2018 Addendum#1
<br /> ADD 2 03/01/2018 Addendum#2
<br /> NOTE. PRE-FABRICATED METAL VARIES,SEE PLANS
<br /> 1, SEE D5/L-501 FOR ADJACENT CONDITION @ EDGING,HOLD LEVEL SEE PLANS
<br /> BIORETENTION. DECORATIVE ROCK 1%-
<br /> 18' - 112"R TOOLED EDGE,ALL 1l2"R TOOLED EDGE,ALL
<br /> LIGHTWEIGHT SO IL MIX EXPOSED EDGES 18"ABOVE �i% EXPOSED EDGES
<br /> DECORATIVE ROCK - ," - FINISH FLOOR
<br /> FOAM BLOCKING/SHIM �r^, -,.=� .1 #4 REBAR BOTH WAYS @ 18"O.C. "' `•J: #4 REBAR BOTH DIRECTIONS,
<br /> FILTER FABRIC EACH FACE,VERTICAL TIE @ VERTICALS @ 18"O.C.TIE @
<br /> FOAM AS NEEDED '�4°(•`.Q e +._.•�'!.,. CORNERS,3"CLEAR ALL SIDES I _•.,°'a: CORNERS.2'CLEAR ALL FACES.
<br /> DRAIN MAT CONTINUOUS DAMPPROOFING DAMPPROOFING
<br /> WATERPROOFING ASSEMBLY, �;.��„-. UNDER EDGING ���. ,,51i _y0.'.,._'_p;,.•:
<br /> • �:. SEE BE002. PLANTING SOIL PLANTING SOIL
<br /> ROOT BARRIER OVER { -III-III- 1'-0"x V-0"z 6"H CIP CONCRETE
<br /> I, WATERPROOFING ASSEMBLY,
<br /> WATERPRROOF MEMBRANE, - ' ,:, SPACING SEE PLANS FOR
<br /> FLOOR ASSEMBLY SEE BE002. III-III- °EXTEND 18"BEYOND EDGE OF { SPACING
<br /> -III VEGETATED ECTIONSROOFINALL f �- FLOOR ASSEMBLY III-III-III ,.1°
<br /> • - ADJACENT } +•F DRAIN BLOCK OUT
<br /> 1'.< `~` °1 1 11 11�.a ADJACENT PAVING,SEE
<br /> B PAVING PLANS B
<br /> SEE PLANS r.k.e _.•-` °S•I".
<br /> a. II II
<br /> •
<br /> WATERPROOFING ASSEMBLY,
<br /> " •.f`. •a- °, • °' •d�•T WATERPROOFING ASSEMBLY, -'• I• - SEE BE002
<br /> PRINCIPAL IN CHARGE: M.SINDELL
<br /> .
<br /> SEE BE002. a k FLOORING ASSEMBLY PROJECT MANAGER: I P.BENENATI
<br /> FLOORASSEMBLY - _ PROJECT ARCHITECT: P.BENENATI
<br /> JOB CAPTAIN: D.JEON
<br /> @_PECORATIVE ROCK B3 INTENSIVE GREEN ROOF �� CRETE PLANTER WALL N RETE EATWALL p N
<br /> _,'-0" ,1,2 1 0
<br /> NOTE:
<br /> 1.SEE PLANS FOR LAYOUT. NOTES: NOTES:
<br /> NOTE: 2.JOINTS @ LEVEL 1 ENTRY PLAZA TO BE SAWCUT. SANDED SEALANT,COLOR TO 1. SEE DETAIL A4/L-501 FOR JOINTS 1. SEE DETAIL A4/L-501 FOR JOINTS
<br /> NOTE: PEDESTAL PAVER ASSEMBLY TO BE ALL OTHER JOINTS TO BE SAWCUT OR TOOLED. MATCH ADJACENT PAVEMENT 2, SEE CIVIL OR STRUCTURAL FOR REINFORCING 2. PROVIDE EXPANSION JOINT @ ALL VERTICAL
<br /> 1. SEE A6/L-501 FOR FINISHING NOTES. CONTAINED ON ENTIRE PERIMETER BY _ EXPANSION JOINT CAP W/ 3. PROVIDE EXPANSION JOINT @ ALL VERTICAL CIP CONCRETE SLAB ELEMENTS,CURBS AND CHANGE IN
<br /> ADJACENT SURFACES OR EDGE i REMOVABLE CASTING TOP ELEMENTS CURBS AND CHANGE IN CONCRETE COMPACTED CRUSHED ROCK CONCRETE PAVING.
<br /> RETRAINTS. FINISH FLOOR EXPANSION JOINT FILL MATERIAL PAVING. COMPACTED SUBGRADE 3. SEE THE LANDSCAPE PLANS FOR FINISH CIP CONCRETE SLAB
<br /> PAVERS WI 118"JOINTS,SEE _ LOCATIONS AND I-121C FOR COLOR AND COMPACTED CRUSH ROCK
<br /> PLAN FOR TYPE AND PATTERN / CIP CONCRETE SLAB 112 R TOOLED EDGE AT FINISH TYPE.
<br /> 1l4"R _ PERIMETER
<br /> PEDESTAL SYSTEM,CROSS _ 1/4"WIDE TOOLED CONTROL JOINT 4. HOLD TOP OF SLAB ELEVATION DOWN 1/8" COMPACTED SUBGRADE
<br /> BRACE PEDESTALS OVER 2'-0" °' � (NO TOOL MARK)114 OF SLAB DEPTH WHERE TOPPING SLAB OCCURS.
<br /> HT OR PER MANUFACTURER Ip;' ,-r� WITH RADIUSED EDGES) 1/2"R TOOLED EDGE AT
<br /> ADJACENT SURFACE 114"WIDE SAW CUT CONTROL - -
<br /> - PERIMETER
<br /> \WATERPROOFING ASSEMBLY, 318..1P JOINT I/4 SLAB DEPTH,TYP 1,
<br /> \ / a�i•. - -
<br /> EXPANSION JOINT, SEE COMPACTED CRUSHED ROCKDRAWING TITLE:
<br /> BE002. - _ -
<br /> SEE A4/L-501 \ - COMPACTED SUBGRADE o w
<br /> FLOORASSEMBLY
<br /> TOPPING SLAB, 1 OR a o
<br /> SEE A1.02
<br /> FLUSH FLUSH 13S -
<br /> A e`�' l °p 3so0 . HARDSCAPE A
<br /> WATERPROOFING II 3 DETAILS
<br /> ASSEMBLY,SEE BE002, -
<br /> FLOORASSEMBLY III
<br /> - -III- III III -
<br /> -
<br /> I I I I I I I I III I I-III I-III I-I I 12' DRAWING
<br /> If
<br /> A2 PAVING BAND A3 PEDESTAL SET PAVERS A4 CIP CONCRETE JOINTS g CIP CONCRETE VEHIC. PAVING A6 CIP CONCRETE PED. PAVING 1
<br /> „211,
<br /> 1 2 3 4 5 6
<br />
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