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Home My WebLink AboutR-422207N N O 1 W O 0— W 0 W 2 O -- -- ------------------------- ------------------- - - - - - - _ __ _____ __ ______-_-___ ______________ :-------- - ¢r\_--------------------------------------------FUTURE _�,�-_. Ow - J ----- -- - \ --�_ --------- --- - - ,�� IMPROVEM NTS - - 'N ,. I 1 / I ,. N _--- r i • i l XI I ji IM I 1 • i 'I I � II I I ' 11 1 I . X , 1 {. �\\ f I I ll\ 1 1 j I 11 1 1 , \\ 1 i 1 1 i i�• . 1 1 i i ii 1. i C 1 1 1 I 1 I 1 I `� •`I ii !I ii �' i i 1 it � i`. -��I OI , Sri 1—— �1 i it ._. I i jCD l 1 � IL_._ 4. , 1 ! i ii I ii , I. ii i i j , �i I 1 i jl ;j j j j i j; d ij j 11 'jl it i I �; it 1 Ji 11 1 i�I:'��'•1 II 1 1 1 1 1 11 � 1 ;,ill.'.:•.: ,• 1 , � 1 ,• � 11 - VA ----------- ------------- ------------ --- ------------------------- -------------- - - _ -------------- —--------- ---------- ----- - -------- — --- _ --------------------------------- �— — —il� IG1 ----- ____` -----_ ----------------- • • : _ ____________________________ '----- _— m _- kkkk Iit ------------- 0D A��,_ k II II1111 1 C -- ------ ------- ---- -- ----- _____ ___ ----- _____ , ----------------- - N ---- o----- ------------------- — — — — — — - ---- T T T =- ----- -------F- — — — — ;; Iw i i - ---- ------ - j ? T N, lilt REAR EDGE OF TOP OF 8" CONCRETE GENERAL NOTES CONCRETE PAD WALL TO BE LEVEL SEE A/D103 #4 ® 18" O.C. 2 3 1. NEW WALKWAYS AND LANDING PADS SHALL BE BUILT TO MATCH WITH EXISTING SURFACE FOR REBARS (LENGTH VARIES z TO MAINTAIN NATURAL DRAINAGE COURSES. TYPICAL PASSENGER LANDING PAD SHELTER LEG (REF) W/WALL HEIGHT) DIMENSIONS SHALL BE AS SHOWN ON THE PLANS AND AS REQUIRED TO ! PROVIDE 4" MIN ENG VARIES) MATCH EXISTING SIDEWALK JOINTS OR SCORES WHERE APPLICABLE. [COVERAGE s a EXISTING WALKWAY (MAT ES i III°I a 6. ¢ \�/\ XIE III T=7fT Ill III°' - `:a G EATER 9ia %\\\ -III III - -IIIIFIII-�i l - 1=III=III �;_ _ ; \ \j\\j\\j\\j\\j\\j\\j\ \ CONSTRUCTION NOTES 0 =I 1-1 1-1 -1 �� - -I 1=1 1=1 -= // // // // / / / —III—I L — =fil rm�— �..-111ff-4 l-1 �i -1 1=1-_ = 5°BRA E° _III_ VARIES 1. FOR ADA, MINIMUM HORIZONTAL CLEARANCE BETWEEN FACE OF NOTE: SEE PLAN D103 FOR COMPACTED—III=III—_ j"_�TT "—III, CURB AND FACE OF ANY STRUCTURE SHALL BE 4 FT. UNLESS FOOTING DIMENSIONS. SUBGRADE IL -III III--' OTHERWISE NOTED ON DRAWING. -I =I 630 SERIES SHELTER FOOTING #4 ® 12" OR 16" O.C.VERT BEND PER SLAB LANDING PAD 2. JOINT PER DET 3/D101 TO ISOLATE EDGES FROM LONGITUDINAL SECTION (`A1 REBAR SPACING (ALTERNATE SECTION �� PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. SCALE: NONE ___ BARS INTO PAD) PROVIDE SCALE: NONE --- 3. SAWCUT EXISTING PAVEMENT TO STRAIGHT VERTICAL LINES 2" MIN COVERAGE TO PLACE NEW CONSTRUCTION ELEMENTS. 4. CLASS 1/2" HMA OR AS REQUIRED BY LOCAL JURISDICTION. EDGE OF NEW CONCRETE PAD AT UPHILL SIDE AND MATCH EXISTING PAVEMENT THICKNESS. EXISTING CURB OR EXISTING PAVEMENT FRONT TO MATCH EXISTING PAVING AND SIDEWALK EXISTING WALKWAY 3/4" s EXISTING CURB I CHAMFER ALL !!!! SHELTER LEG (MATERIAL VARIES) 2 3 5 6 2 NEW CURB 5. WWF 4x4-6/6 Q EXPOSED EDGES (REF) -- pal 6. WWF NOT NEEDED FOR SIDEWALK EXTENSION. EXISTING i 7. SHELTER SHALL BE PLACED SO VERTICAL STRUCTURE, INCLUDING - H WALKWAY LK Yi d +9 OX O O I GRADE- \ \\\\�L/III \/CA / OFNCURBER OVERHANG, SHALL BE A MINIMUM 3 FT FROM FACE IF NO SIDEWALK\\/��/�\\/�� —EXISTS, REGRADE T —III COMPACTED GRAVEL BACKFIL-III-III-III-III=�=� I III 1" BELOW NEW PAD 2 3 n—I� SUBGRADE L III—' VARIES THICKENED AS REQUIRED EDGE AT CURB COMPACTED SUBGRADE #4 ® 12" OR 16" O.C. NOTE: SEE PLAN D103 FOR FOOTING DIMENSIONS. B30 SERIES FOR USE VERT BEND PER SLAB WITH STEM WALL IN AREAS WITH RUNNING GRADES OF 6% OR GREATER. REBAR SPACING (ALTERNATE 630 SERIES SHELTER FOOTING BARS INTO PAD) PROVIDE LANDING PAD/SIDEWALK EXTENSION W/THICKENED EDGE 2" MIN COVERAGE CROSS -SLOPE SECTION (B1 SECTION �E1 SCALE: NONE --- SCALE: NONE --- 3 EXISTING WALKWAY � (MATERIAL VARIES) A 2 3 2 5 a 3 EXISTING s� ROADWAY VARIES \� -__ 2 3 2" CLASS 3/8" OR WALKWAY 1/2" HMA \��\/i�\\/�\\%i /�\\//�\j\�\�% TACK COAT 3-0" 4'-0" 3'-0" VARIABLE 3,_0•, 4•-0„ 3,_D„ \\/\\ TACK COAT JOINT COMPACTED JOINT RED YELLOW RED (10'-0" MAX) RED YELLOW RED --- \� •' • •' •' • •\\ ° • • �\/ SUBGRADE VARIES 1-0" 4" THICK CRUSHED BUS ZONES ARE PAINTED ON TOP AND FACE OF CURB EXISTING ACP (IF NO ACP SURFACING BASE REGRADE TO 1" BELOW NEW COURSE ASPHALT WALKWAY) ASPHALT WALKWAY LANDING PAD BUS ZONE PAINTING SECTION rC1 SECTION rFF1 DETAIL r11 SCALE: NONE --- SCALE: NONE --- SCALE: NONE --- KCMT 2021-2022 STANDARD DETAILS METRO TRANSIT CAPITAL DIVISION osaoz2 x. cxnxc,uex c eoccrG xo. TRANSIT PASSENGER FACILITIES •IMPROVEMENTS • xx LQ King County i. �oE6sa+ METRO B30 SERIES SHELTER FOOTING N" ,har: below. xXcxorvcmex CROSS SECTIONS, DETAILS D108 Call before po dig. N. xwlslox ev —1 'IT, AND BUS ZONE PAINTING xo. pis zo c. a alTM IMPROVEMENT LEGEND: ------- BOUNDARY LINE --- MONUMENTED ROAD CENTERLINE - - PROPOSED R/W LINE ----------- ON -SITE LANDSCAPE BUFFER LINE INSTALL CROSSWALK STRIPING PER RENTON STANDARD DETAIL 127 ON THIS SHEET L■-01 M IMPROVEMENT NOTES: O INSTALL 36" LONG DETECTABLE WARNING STRIP (TRUNCATED DOMES) PER ADA STANDARDS. OINSTALL CROSSWALK STRIPING PER RENTON STANDARD DETAIL 127 ON THIS SHEET. OINSTALL BUS SHELTER PER KING COUNTY METRO TRANSIT ROUTE FACILITIES GUIDELINES. PAINT CURB PER TRANSIT PASSENGER FACILITIES IMPROVEMENT STANDARD DETAILS C108 ON THIS SHEET. SURVEY NOTES: 1. VERTICAL DATUM: NAVD 88 CITY OF RENTON MON NO 60/WSDOT NO 2050 3" BRASS CAP ON IRON PIPE IN STEEL CASE AT INTERSECTION OF HARDIE AVE SW AND SW 7TH ST. ELEVATION = 25.23' 2. HORIZONTAL DATUM: NAD 83/91 HELD SOUTH 89°48'53" EAST BETWEEN FOUND CITY OF RENTON MON. NO 60/WSDOT MON. NO. 5282 AT THE INTX OF HARDIE AVE SW AND SW 7TH AND FOUND CITY OF RENTON MON. NO. 418 AT THE INTX OF RENTON AVE SO AND SW 7TH ST. GENERAL NOTES: 1. ALL CONSTRUCTION MATERIALS FOR TRAFFIC SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. RECORD DRAWINGS THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD. ,'I\ p,_A N Q) F of WA 56573 �v OAF �FGISTER��\�� NA lL 1 BULLETIN #1 LR 8/22/22 DZ mNnOAL 2 BULLETIN #2 LR 9/30/22 DZ � APEX acK� 1" = 30' Mm "AL• IIAD 19C31iM 3 BULLETIN #3 LR 10/25/22 DZ LR Omvft ROW - AS-BUILTS LR 4/28/23 DZ LR am nral am: AT a Ar FULL 9G11E FWrCMM NO. REVISION BY DATE APPR Ate. so" A00°"0'10Lf DZ LARS ANDERSEN & ASSOCIATES, INC. CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM 4/28/2023 SCOTT A. MOMMER RCE 56573 DATE: CITY OF VR RENTON Planning/Building/Public Works Dept. R-422207 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT ROW SITE PLAN 00 Cfl T_ M O O N u H H r N J i DAM 0- 10/12/2022 W FELOMM p PAM W emA Noe R1.0 O SEED 25 OF' 55