7100 HARDESON RD 2021 Plans 2025-03-27

WIDTH PER PLAN •°�� -g9 1/2 R 6 CEMENT CONCRETE DETAIL NOTES 0 10• • V6ARIES AT 1.RSIDEWALK RAMP Otak O O q• 2:,,, AND RAMP LANDING,TO 0 g• �Ili,li 0'AT BEGINNING OF RAMP O HMA CLASS 1/Y PG 64-22 PER WSDOT STANDARD �„ © 4. CEMENT CONCRETE 1 " • -• ° SPECIFICATIONS PEDESTRIAN CURB,SEE CEMENT CONCRETE > - DETAIL THIS SHEET �` SIDEWALK IA -` O CRUSHED SURFACING BASE COURSE(CSBC)PER • • .::;;; Otak Architects,Inc. - � •::.,,,_:k ' WSDOT STANDARD SPECIFICATIONS 9-039(3). °", >, y 808 SW Third Avenue,Suite 300 �� 0 CRUSHED SURFACING TOP COURSE(CSTC)PER Portland,5 OR 98825 111111111111=111111111110EMENT CONCRETE CURB ' 1/4"PREMOLDED WSDOT STANDARD SPECIFICATIONS 9-03.9(3). main OR 97204 DETECTABLE WARNING SURFACE PEDESTRIAN CURB(TYP.) JOINT FILLER www.otak.com \ FLUSH PER WSDOT STD PLAN F45.10-03 4O GRAVEL BORROW SUBGRADE PER WSDOT 0 q" (0'EXPOSURE) STANDARD SPECIFICATIONS 9-03.14(1). 2 CEMENT CONCRETE PAVEMENT RESTORATION ©CEMENT CONCRETE CURB RAMP 0 DENSITY ERASTMD-151 SUBGRADE OF MAXIMUMD. 1 ASPHALT PAVEMENT RESTORATION CEMENT CONCRETE PEDESTRIAN CURB OF UNDISTURBED RBED NATIVEMAUERIALS TO CONSIST At• c'' C7.0I NOT TO SCALE NOT TO SCALE NOT TO SCALE OF UNDISTURBED MATERIALS OR .Y C7.01 NOT TO SCALE W a. 111 STRUCTURAL FILL.STRUCTURAL FILL MATERIAL TO CONSIST OF SUITABLE ON-SITE MATERIALS OR A 2s3o3 IMPORTED MATERIALS AS SPECIFIED IN THE •sr arse' T GEOTECHNICAL REPORT. {'S9iAL., 422 OSAWCUT EXISTING PAVEMENT.APPLY ASPHALT FILL JOINT WITH SEALANT,COLOR GREY.MATCH TACK COAT AT ALL JOINTS. COLOR OF JOINTING MATERIAL TO ADJACENT STAMP © 2• CONCRETE REVIEW COLOR SELECTION WITH 7O CLASS 4000 CEMENT CONCRETE WITH AIR 0 q• CONCRETE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ENTRAINMENT(MIN.4.5%,MAX.6.5%). PAVING. 3/8' SAWCUT JOINT PER PLAN SNAP CAP 3116' CONCRETE O TIE BAR(LONGITUDINAL JOINT)PER WSDOT STD EXPANSION JOINT(TYP.) i s 1 r PAVING PLAN A-60.10-03. MIIIIIIMINIMIMMIMI MIW oIIIIIMIIIIIIIIE GENERAL NOTES\\; l��ll\---- -��ll/ F#. .1;SS :k Y \///� / 1/- //. � - •'•`s ♦yy_. }t. +�. i. ALL DEPTHS SHOWN ARE MINIMUM COMPACTED \\ \\ \\ /\, 0 �^ • i� 0 �.7 �"?, ':�K:. *1 •tii:ti1:`��• DEPTHS. CONSULTANT ///\ ///\ //\ / '-CSBC -CSBC CO IH 5 CONCRETE SIDEWALK SECTION e CONCRETE EXPANSION JOINT e CONCRETE CONTROL JOINT Z C7.01 NOT TO SCALE LLI W NOT TO SCALE W NOT TO SCALE M 3/8"STEEL ROD W 1-0" SEE BOLLARD HANDLE SECTION (TYP.) + 7" 1.5"CLR(TYP.) _I-— - - - 2" 3' 2" 1'DIA.HOLE FOR 5' Ce 9. f 3/W STEEL CAP PLATE _ GALVANIZING ASSEMBLY r 6"DIA.II GAUGE METAL PIPE,FILLED WITH #5 BARS X CONT.AT EQ SPACED 2500 PSI CONC.ROUND CONCRETE AT TOP (18'O.C.MAX.),EACH FACE(TYP.( > HSS 4z6z3N6' m ^ • TO PREVENT COLLECTION OF WATER. \Is-• I Ii CL PL I/2' I_I (PAINT PIPE OSHA SAFETY YELLOW) M TOP OF WALL.ELEV=438.33 = I a ° V • HSS 4X6X3/16(POWDER COATED 1/4'DIAM.WEEPHOLE, / N Y SEE CONCRETE 2•ABOVE FINISH GROUND D.O.T.SAFETY YELLOW) . _ #S BARS AT IB'O.C. v SIDEWALK SECTION5 ° EACH FACE(TYP.) \ FO ABOVE AT 24'O.C.SPACED(TYP.) N r ° ° _ BOLLARD HANDLE SECTION " t. qt CLASS I SURFACE FINISH ALL EXPOSED SURFACES(TYP.) 5/8" - w BOLLARD NOTES: i 1. ALL WELDS TO BE 3/16'FILLET ALL-AROUND. POST BASE PLATE n, ® J_ BLDG SIDE \.____- FINISH GROUND 2. POWDER COAT D.O.T.SAFETY YELLOW AFTER 1 Q •• r1 (TYP.) FABRICATION. a -- I— BASE ASSEMBLY w <' ="\\� .\\-;\\\\\\�-�\\\RI.\ \\ %� • T NOTE: I ° ICI M ti \� \i ce\\=`\, \��i�\\\\\/\\\\� FINISH GRADE y _Y2 a s \��\�\� \�\\%� • \� ��\\\ \\\�\�\ GRAVEL FILL AROUND 1-15/16y 3-1/8" 1-15/16" BOLLARD SPACING PER PLAN '� Q Y g DRAIN PIPE MIN.1 SQ FT I' T \\%_ \\\\\ .� \i��/\� �\\�. / / 1 r_._y, f 1-U8" (2)q5 BARS o a N a Q '0 \i\- ��\\� \\ / (TYP-) \ \//�� a �E_:=\�.-; i\3"\mow\\\ ��as�ss:. E' o ° Y LU \\i N.\ ' �:= • gm/\\\\\�l\Y\\ \ \\ _ 3'DIAM DRAINPIPE '�•� PL 1/2' a�� a \\�\\\i`" \ / \�\�\, \\ \-\ (TYP.) (2)#5 BARS . o .,. \ / \/�' - --o-_ - __ 5/8"DIA.HOLE — <. G \ \\ i1\ F a I I 1 1 Ce Q \•• \ . \i\�\- ' A I (2)#5 REBAR II • ;I e _ o •°° cc MQ 0 U \�\\\,\\� \\ \�.\ \�\ 3-o•(TvRi q 2'.0" J zO Q mz \\ \ \ \�\ ��\�\\\\\•�\.; m „ ,.714k1-,�. 10 CONCRETE FILLED STEEL PIPE BOLLARD �Q � 1-1/2" C7.01 NOT TO SCALE W Z #5 AT 18"O.C.WITH 90°HOOK Imo— PLAN VIEW �/ cwc tj AT BOTTOM,EACH FACE 9' • 2" re Q -. t #5x2-8'AT18"0.C.MAX. — 1'-0" SECTION VIEW _� w z SPACING TOP AND BOTTOM(TYP.) (4)05 X SPACED AS SHOWN, W o W > EACH FACE)TYP.) SECTION VIEW C ^W CL e NORTH SIDE-SITE WALLS 9 REMOVABLE BOLLARD GROUND BASE PLATE G o W NOT TO SCALE C7.01 NOT TO SCALE TITLE 0 18' 18' 12-0" # DATE DESCRIPTION 36" BETWEEN JOINTS(TYP.) m 36" 6/23/2021 PERMIT 36 0 Ip POST fE POST 18" 18• 1/21/2022 BID ISSUE 6 I Q _ g ::::::•:::::•:::' NOTES 8'-0'MAX 00 +4,,. TENSION BANDS (5 PER SIDE) 1 0 1.CHAIN LINK FABRIC SHALL BE 2"MESH AND 11 GAUGE ? r T 1'MIN.(TYP.) �� y ;.��::�:�.�:��p��J�p�� 2.ALL PIPE AND WIRE SHALL BE HOT DIP GALVANIZED. SCH.40 1 1/2"DIAM. CEMENT CONCRETE EXTRUDED CURB ---------- 4 GALVANIZED STEEL 4� 004�4��04�� tO 3.TENSION BANDS WITH NUTS AND BOLTS(NOT PRESS CLIPS) R3'(TYP.) HANDRAIL;CORE DRILLED •••••••• 10' REVISIONS 4.WIRE TIES EVERY 12INCHES. 3'INTO EXISTING " - - #3 BARS(TYP.) v�r ' CONCRETE PAVEMENT r b l 21/2' S" 21/2" j MS.B.S.AL EH MDC 0 V 1 DRAWN BY CHECK B — n i I i. g'.t�ry T j I' �, - BID ISSUE L 12 0' I f, //_``��-� �,AA r. 'tr'k r, �j{'z 7+ `Ab,}'i .'� A. STATUS Y PANELS _ .. =?t \\` \�a„ \':' P 4. FOR RAIL CONNECTION AND POST MOUNTING DETAILS, J/ DATE f l � SEE CITY OF EVERETT STANDARD PLAN 333 32880J NOTE PLAN VIEW SIDE VIEW i a�\J\\\�J NOTES: IN 1•q ,•Tt. PROJECT NUMBER ^\` ;\\, 1. CONCRETE STAIRWAYS SHALL HAVE HANDRAIL ON I JOINTS MAY BE FORMED DURING INSTALLATION USING • BOTH SIDES. A RIGID DIVIDER OR SAWCUT AFTER CONCRETE CURES /� .0 STABILIZERS/STANDS 2. SEE CITY OF EVERETT STANDARD DETAIL 336 AND 337 TO MINIMUM STRENGTH. l(v`_ 'RIFOR CONCRETE STAIRWAY CONSTRUCTION DETAILS. #3 BAR gh TEMPORARY CHAINLINK FENCE(SECURITY FENCE) ®SECTION-PEDESTRIAN HANDRAIL AT NORTH ENTRANCE STAIRWAY 13 CEMENT CONCRETE EXTRUDED CURB 020210TAK,INC. x. NOT TO SCALE gip NOT TO SCALE C7.01 NOT TO SCALE If drawing is not 2z-x 36•,it has been a reduced/enlarged.Scale accordingly.