|
1 I 2 I 3 I 4 I 5 I 6
<br /> fiii * / .
<br /> •
<br /> L4.0 CHAINLINK FENCE
<br /> WIDTHS VARY - SEE PLAN AND GATE SCHEDULE DYKE'/4 A N
<br /> WALL AT SERVICE -\1/4
<br /> YARD, SEE A8.01 HINGE POST ,f' ,1' 3" CLR. MAX HINGE POST .., •• ® e �, - .r
<br /> . 4 -�����lr X -X ♦� , POST CAP, TOP RAIL \ \ - - - - _ _ ' " ARCHITECTURE DESIGN
<br /> ♦ I STAINLESS STEEL HANDRAIL 1-1/2' ♦♦�♦♦♦♦♦ TYP. \ !'_���♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ > ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�� '
<br /> ♦♦�'♦ DIA. SCH. 40 PIPE. PROVIDE DU L ♦♦0♦r,♦♦♦♦� _ ,,! w ��������♦�°°♦♦°♦♦♦♦♦°♦o ♦s♦♦♦°♦♦♦♦♦♦♦o♦♦°°♦♦♦°�°♦ STRETCHER .r ~ b r �° . , a
<br /> I SATIN FINISH. 240 GRIT - SEE � , STRETCHER BAR, ; ♦♦♦ °° °♦♦° J ♦♦��♦♦♦���� °°rte GATE FORK LATCH ♦° BAR TYP.
<br /> I �• SPECIFICATIONS. ♦♦�` ♦® ♦♦♦♦♦♦♦♦♦♦ ♦♦��♦♦♦♦.� MALLEABLE ♦j. ♦♦♦ ( wwwdykeman net • 1716 West Marine View Drive
<br /> ♦♦I'♦ ♦♦♦♦♦♦ TYP. °°♦♦♦♦°♦°°,I o v °♦♦♦♦���♦°♦♦°°° I I N D U STR I AL ♦��°♦ FOR HEAVY DUTY ♦♦♦♦ 4 SIDES)
<br /> ♦�♦��♦ AT EACH NOSING PROVIDE 1 2 EDGE ♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦� CHAIN LINK FABRIC = - ♦°°♦�♦°�� /♦♦ ♦♦♦♦ ' 45.25 .3161 (T) 2nd Floor?Everett,WA 98201
<br /> / 3-1/2 R LINE, END AND ♦♦♦♦♦♦♦♦�' ♦♦♦♦�♦°�♦ HINGE •° ♦° PADLOCK ♦♦♦♦♦
<br /> RADIUS AND (4) SAFETY GROOVES TYP. ♦♦°♦♦♦♦°°♦°°♦°�j/ N - °♦♦°°°°♦°�� ♦♦ ♦ °♦ ♦�♦°°° TRUSS RODS W/ `
<br /> �♦♦ ♦o ♦ ^ DROP ROD ♦♦♦♦♦♦o
<br /> ♦�♦ CORNER POST, °°♦♦♦♦��� STRETCHER BAR ♦♦♦♦♦� ♦♦°♦♦♦♦♦♦ ♦�• ♦°♦°♦°°i TURNBUCKLES
<br /> E TO BE 3/4" APART AND 1/4" DEEP TYP. . ASSEMBLY .40,.,.,-‘•0/ 2" AND w o♦j1♦♦♦♦♦♦♦°♦♦♦♦♦ ♦ ♦♦��♦♦♦♦♦♦��Ci� TIES
<br /> °♦ o ♦ 8 ,♦♦� °♦°♦°♦♦°.•f• w J PLACE W/ WATERPROOF o wo Fr ♦:♦:♦:♦:I = v 1,,1♦♦♦♦°♦♦♦°♦°♦♦♦°♦°�°�°♦♦♦°♦♦♦ °�♦♦♦♦�1°♦♦♦°♦♦♦C♦.��i♦�♦♦♦
<br /> ♦ .�.,�...�j� ,i♦ X < 5 NON SHRINK GROUT. LOCATE FENCE ♦♦♦♦ I c, ♦♦♦♦♦♦♦♦♦♦♦��♦♦♦ ♦o�♦♦♦♦♦♦�♦♦♦♦♦♦
<br /> 1 HANDRAIL LOCATIONS o°°°° _ °°°°°°°°°°°�°°° °°°''°°°°°°°° WE I S MAN DES IG N G ROU P
<br /> c� �♦♦♦♦♦♦♦♦♦♦♦♦��♦♦ ♦♦j1♦♦♦♦♦♦♦♦♦♦♦♦♦ FINISH
<br /> �♦
<br /> -co ‘ L4•01♦V I���'' .�♦♦ --1 -0 SLEEVE DEPTH 6 N ao AS SHOWN ON PLAN POSTS 6 WITHIN ♦♦♦♦♦♦♦♦� w w °♦♦°♦°°°♦°♦°♦°°�♦° °�j♦°♦°°♦°°♦♦♦♦°♦ GRADE
<br /> ♦,��♦ J°♦� °♦°♦° I ♦♦o♦,♦♦oo,♦♦o♦, o o I EDGE OF PAVING ♦♦♦°♦�� BOTTOM RAIL = _ 146 ♦♦♦o♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦ > ��I�♦♦♦♦°♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦o♦♦
<br /> i6" �♦♦♦♦♦ Q ♦♦♦ I ♦♦ cK
<br /> d EXPANSION JOINT, p li. 41
<br /> ♦♦ '�- o�� ''♦♦♦ ♦/�♦♦ � 12 TYP. AT WALL AND ~ �� 2" MAX coNsuiTnrEiT EATTLEWA2329 E I98112SON T zowwww�iNc.conn I ♦♦ / TREAD I ,//
<br /> - ' o ♦//♦♦ 1- .. o --��- --- SLAB JOINTS HANDRAIL SLEEVE INSERT „ °♦°• \ - 1 ..r r 0_ -p r 1I� 6 ♦♦ FINISH GRADE = . .•�
<br /> •
<br /> p • N r y4,, R TYP. oI • th 1 1 1 I"j---
<br /> °. I I = - _ III -
<br /> - •
<br /> 1- cow ':.J� I - U ALL JOINTS WEL1 4d -Er
<br /> co cn ° I - - -° ° - ro TO MAKE SOLID FRAME
<br /> o S=1/4" •% �` - - HOLD TOP OF FOOTING o
<br /> • •-1_--;-,',-I'.:,..-,!.
<br /> II
<br /> w TYP. _ :� � : : ;
<br /> - I 6" BELOW FINISH GRADE I 7.'- �" fi 4
<br /> \ - - 12" DIA. CONC. CENTER - HOLD TOP OF • _-•... • , t; -
<br /> ' P • .° c° t° STOP WITH STEEL SLEEVE FOOTING 6" BELOW •
<br /> `` • a i '�• -. .- I 1 ". : 1 , „ fL INSERT. FINISH GRADE, TYP.
<br /> �. � ��.. #4 BAR NOSING (TYP.) 2" CLEAR 1/2"x16" SMOOTH STEEL a_.• ' Q o- �a
<br /> • � ---- �i rn• DOWEL @ 24 O.C. AT TOP a .. °. T - to -: F,�SAS PSy7ti
<br /> 4 BAR © 24 O.C. EACH WAY 1 k 0 H c
<br /> < .•: 2 # AND BOTTOM OF STAIRS, '� I Q '7:-::\116.
<br /> � q0 /,
<br /> (2" CLEAR MIN.) TIED TO CHEEK WALL GREASE ON END, TYP. III III III- I '1,-0,,.1- �; �\ �u ��' 92
<br /> i I NOTES:
<br /> i III III III III I COMPACT SUBGRADE TO 95% •• NOTES: /��/ •
<br /> \ • ". • !. NOTES: 1. 36 FOOTING DEPTH, 30 EMBEDMENT @ CORNERS AND END POSTS. `�-
<br /> 1. ALL GATES TO BE INSTALLED PLUMB, AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES.
<br /> 1. SEE LANDSCAPE PLANS FOR STAIR LOCATIONS AND EXACT NUMBER OF RISERS. o
<br /> co 2. TOP AND BOTTOM OF POSTS MUST ALWAYS EXTEND BEYOND TOP AND BOTTOM OF 2. POST SPACING 10'0" O.C. MAX. 2. ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL. 9.y�o� I �,yo`�
<br /> I ,1-1'-3" X ELEVATION 3. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON POSTS, RAILING AND OTHER COMPONENTS. 3. ADJUST HARDWARE FOR SMOOTH OPERATION. OS" s3EXP.46::::11
<br /> �� ��
<br /> RISERS AS SHOWN ON THIS DETAIL. 4. ALL FENCE COMPONENTS TO BE BLACK POWDER COATED STEEL/BLACK VINYL PVC. 0 c�`
<br /> 3. PROVIDE INTERMEDIATE POSTS AS SHOWN ON STAIR PROFILES. 5. PROVIDE CRACK CONTROL JOINT CENTERED ON EACH POST 4. PROVIDE CANE BOLT AND RECEPTACLE IN PAVEMENT TO SECURE IN CLOSED POSITION q pE AFt
<br /> SECTION 4. PROVIDE LIGHT BROOM FINISH ON ALL STAIR TREADS. 5. ALL FENCE COMPONENTS TO BE BLACK POWDER COATED OR BLACK PVC VINYL AS SPECIFIED.
<br /> •
<br /> Qc:i
<br /> 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 6. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
<br /> D 1 CONCRETE STAIRS 4'-6' HT CHAIN LINK FENCE0 CHAIN LINK DOUBLE SWING GATE • o • ®-8`, $ D
<br /> C2-
<br /> } Scale: 3/4"=1'-0" Scale: 1/2"=1'-0" Scale: 1/2"=1'-0"
<br /> Evergreen Branch
<br /> • Library Expansion
<br /> SACKED FINISH ALL FOR
<br /> EXPOSED SURFACES,
<br /> SEE SPECS.
<br /> City of Everett
<br /> SET BOULDERS ON RADIUS, TYPSIDES !1' ..1
<br /> COMPACTED SUBGRADE, )' 2'-0" A
<br /> �*
<br /> APPROXIMATELY
<br /> ONE-THIRD TO REMAIN .°. . .. -� j I
<br /> - ,I' 30 48", TYP. BELOW FINISH GRADE. CONCRETE SEAT a •. -
<br /> ADJACENT PLANTING AREA CUBE 2'X2' AT
<br /> r a • 9512 Evergreen Way
<br /> - ��• I FLAGSTONE PAVERS, T.
<br /> AT 62RO.CERTYP. �� ( ,
<br /> a
<br /> \ :SEE SPECS.
<br /> Everett WA 98204
<br /> (124.8) j
<br /> FINISH GRADE N N BED DEPTH MORTAR EXPANSION °
<br /> iv, ,.,--
<br /> 1 CONCRETE PAVING, '' '
<br /> 0o SEE CIVIL ADACONC. ,. JOINT ° a.. ' a: . ..
<br /> / • \
<br /> ADJACENT FLUSH 2 MAX., TYP. ,\
<br /> • PAVING, SEE CIVIL TYP. •' 6 •'� . ., :.
<br /> -��-+' • • • ��•°�; DRAWINGS �' FLUSH � CONCRET___ ,_ ,, v -\// SEEACIVIL' %.. °'• '•. . •`� �) I "`
<br /> • •_ Alk • BID SET
<br /> • \\,.
<br /> „.
<br /> ---L-_111-11 I •' •. • '.� r ° .��� -�wa_ - \\\\\\\\\\ -' i d ." d - \o • •..a •• :• • \/. \/ \/ \/ I J® ,,,_• ,
<br /> i.:
<br /> I. , ,IIIII I I I III I II III, ,III a.: . . . . ' . . ... • . - :: . . . . /Ara � •. , i a . •.. . -•: . . . � . .. . . .; -
<br /> -1111 I-111 1 I- - •
<br /> I 1 III . - a • ' °. • •
<br /> -� - - ° a �.d • • .. r . ° •°. / // // / ° .. • ;d • • • : • This drawing is:
<br /> -III- - - -I I COMPACT SUBGRADE \ \ \ r - . :
<br /> •
<br /> C ( I I I- I I I1 TO 95% e . . • ° .. .. .. C \//\// \/ I I I I I I I ( I . ::. . \ �/ 1. Copyright 2017 Dykeman, Inc. C
<br /> 1 J �/ / 1 2.The Architects Instrument of Professional Service.
<br /> 1 1 ( I 1 > : 'd d ' `;�' `• ;..' : ' :'� y °�/\/ s� I 3. For use on this project only. Obtain Architect's
<br /> LEVEL ASt I \ \/\/ I •6 /'� •, . je:; : ° • • \� \� i written permission for an other use or reproduction.
<br /> PLACEMENT IN CONCRETE DIRECTED USING \\/\ \ \ �\
<br /> NATIVE SUB SOILS -III III \/\/ - a .. . ' '4 : ° ...• .� `� ` �J y �
<br /> / o ///.\//.\ i P Y P
<br /> - � °• °:•. ... \ j , {28.9) .
<br /> III_ I I I I I I1 _
<br /> t 1
<br /> NOTES: . -III III III
<br /> R
<br /> I I I � '.•..�,_{274)- .° � : �-° � :4• •:•- -•• �•. �` �- �•- � �• � � •°� � "� 2017-008
<br /> 1. LANDSCAPE ARCHITECT TO DIRECT PLACEMENT OF ALL BOULDERS IN FIELD. I I I I I 11 I -I I I I I
<br /> 2. BACKFILL AND COMPACT ALL GAPS ON SIDES AND BOTTOM TO PROHIBIT COMPACT SUBGRADE TO 95% - #4 BARS HORIZ.
<br /> MOVEMENT AND MINIMIZE SETTLING. 4" DEPTH RAT SLAB CONTINUOUS, TYP. NOTE:
<br /> v„.,,,
<br /> � s e s � , 4
<br /> 3. REMOVE ALL DIRT AND DEBRIS FROM BOULDER SURFACES. COMPACT SUBGRADE TO 95% 1. SEE SPECIFICATIONS FOR ADD INFORMATION . _ .
<br /> 4. SEE SPECIFICATIONS FOR BOULDER TYPE / SIZES 2. SEE INSTALL PER MANUFACTURERS RECOMMENDATIONS' MARK DATE DESCRIPTION
<br /> 5. SEE GRADING PLANS FOR FINISH GRADE ELEVATIONS TOP AND BOTTOM OF NOTES:
<br /> BOULDERS. 1. SEE PLANS FOR SEAT CUBE LOCATIONS AND LAYOUT.
<br /> 08-07-17 DD Submittal
<br /> NOTES: 08-17-17 DD Submittal
<br /> SEE PLAN FOR LAYOUT. 10-06-17 Land Use Submittal
<br /> 08-14-18 Permit Set
<br /> 09-10-18 Bid Set
<br /> CI
<br /> SEAT BOULDER _ 5 FLAGSTONE PAVERS 6 CONCRETE SEAT CUBE0 BIKE RACK
<br /> Scale: 3/4"=V-0" Scale: 11/2"=1-0 Scale: 11/2"=V-0" Scale:3/4"=1'-0"
<br /> B 1/2" CHAMFER, TYP., zB
<br /> OUTSIDE EDGES ONLY 8"
<br /> A• a Sala A --,
<br /> c� °° FINISH GRADE z.....
<br /> - - 1'-0" -f 1" RADIUS, TYP. N a °\ PRINCIPAL IN CHARGE: I NH
<br /> < o° -IIIr III III PROJECT MANAGER: I
<br /> FENCE, SEE PLAN PROVIDE ANTI-GRAFFITI PROJECT ARCHITECT: I
<br /> EQ. EQ.
<br /> C.I.P. CONC. MOW COATING, TYPICAL ALL ' ° �� �� JOB CAPTAIN 1 AL
<br /> / / / STRIP W 1 4 FINISH GRADE HOLD WALLS. SEE SPECIFICATION I ��� �W��
<br /> 1/4" R, TYP. / ,O # FLUSH TO TOP OF I .0�0�.��
<br /> BAR CONT., 3 CLR., SECTION 07190. ° ;04.0,0•4,0.1
<br /> TYP. MOW STRIP, TYP. ° o 0 0 0 �.
<br /> ADJACENT STAIRS w I �� ..
<br /> 9, i i i
<br /> o•�•er•OP•
<br /> Y ° LAWN, PER PLAN BARK MULCH, Q ., 1 I/� ��_�_��
<br /> I`
<br /> TYP. > °I ° �• �-1 ��.
<br /> .i(I) ° EXPANSION . - .• SEE STRUCTURAL FOR
<br /> N ° �••� �•��' REINFORCING REQUIREMENTS
<br /> _1 NOD ° I a SEE STRUCTURAL FOR r II I - �-�,
<br /> �/, �I JOINT p e .�
<br /> a REINFORCING REQUIREMENTS 1VIIIN V/IN I w �:
<br /> a. SPECIFIED TOP _ ~ ~�
<br /> w w I I ------ ♦♦♦�♦♦♦♦L♦♦� TYP. FIE SOIL, CONCRETE SEE CIVIL' 3>, MIN. �.. -
<br /> N I • ° .L- _I r • •: . , . , ° a° CLEAR �i
<br /> `I� °d WASHED DRAIN ROCK
<br /> = 3" MIN. :r%i .' FINISH GRADE =:=�=:
<br /> FINISH GRADE p ° ° I CLEAR . : ...., ' :'. ° • = •ro•�
<br /> \ w ,G of �' r T -� �: �•'�.. �.• ice.0. °° =�=r=��' 4" PERFORATED PIPE,
<br /> _ �� III •: I I 1 I of *sit CONNECT TO STORM OR
<br /> I 1. 1; • •. ° \ .,,. I• , �0,•�•. DAYLIGHT
<br /> a
<br /> 40 0 I ° I III III III-III �t
<br /> )•�•�• °
<br /> -
<br /> -g-{ >�-° 0 . _ SEE STRUCTURAL DETAILS - I o� �• • SEE STRUCTURAL DETAILS
<br /> `� I� FOR FOOTING DIMENSIONS - I I / 8" I I `� ° �I . FOR FOOTING DIMENSIONS
<br /> o , ° o , �� AND REINFORCING
<br /> • °l� ° _ REQUIREMENTS COMPACT - ° 4-0
<br /> 01 ' ° o REQUIREMENTS RING s •' ;�
<br /> ° ° _0._
<br /> . ° «.x». .,..3n ..:14ii tu:, .Qu_i'Y1Npe. '-am:.
<br /> =_ °° ° °° ° ° - I COMPACT SUBGRADE SUBGRADEAR I -_ _ ° °° I COMPACT SUBGRADE Y
<br /> d2°)- � ° BENEATH CURB ° �- �
<br /> \ I III I I°I IIIIIII BENEATH FOOTING TO 95%, TYP. \ I III ill°i III° III ° I BENEATH FOOTING
<br /> I
<br /> / TO 95% TO 95%
<br /> A
<br /> -I I- - I 1- Site Details
<br /> ,�1-111 , II 111
<br /> 8 CONCRETE WALL WITH FENCE 9 CONCRETE MOW STRIP 1 8" WIDE CONCRETE RETAINING WALL �� .__ � ,
<br /> Scale: 1"=1'-0" Scale: 1"=1'-0" Scale: 1"=1'-0" ;.
<br /> ;::,;„
<br /> .':--, T;',`T;:,;:':. ;,,l'171.,..EE:. -;1::T;.--`j ,,,, .':,:liCni=';',::..-:;;'k
<br /> t✓ &4J© S t ,;
<br /> rL _
<br /> 'A'-.:'----4
<br /> x Assk..eeLj.eaa:i..r . sum$'n.:a'xtmws.-'.-....-L.,V]'L.:.::1„,iL.'6:+.ad'r Vii 1:-„11..Si
<br /> 1 I 2 I 3 I 4 I 5 I 6
<br />
|