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HomeMy WebLinkAboutR-426408FACE OF CURB -612_ 5 112" 1" 1/2" R. 1"R. 1:24 1 1 TOP OF is 1/2" R. ROADWAY I_ t r fDi 1'-6" _ CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 612"_ FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 1/2" R. ROADWAY 1 i� I DEPRESSED CURB SECTION AT SIDEWALK RAMPS II FAi PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT _ 6" CEMENT CONCRETE 1/2" R. 1"R. SIDEWALK RAMP VARIES OR LANDING FROM [ 6" TOO --- 6" r 3/B" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 612"_ SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF r , ' 1• 1/2"R. ROADWAY z" - - , I 1 V-6' DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB _ 6 12-_ - - s 12" 1" 1/2' R. _ _ 1" R. CENTCURB 1 1 • � TOP OF ROADWAY ER SURFACE { I 6 1 A" DEPRESSED B DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/3" (in.) premolded joint Tiller. 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS IPPP `, ED 3/8- PRFWOLDED JOINT FILLER (TYP) FACEOF CENTERLINIEOF CURB I_� FRAME 6GRATE 6 1/2' 13' I(` _8EENOTE2 /8"R X 5/B"D DUMMY JOINT BEENGTE2 _G• 2' 0' b pp - I I ' � I CEMENTCONCRtTE CURS AND GUTTER PLAN VIEW 5 1 2 - 1 MATCH FRAmEANoGPATE-NOT INCLUoED 1/2" R. 1' R. RWIDWAYLINRBAND GUTTER BID ITEM RO"SLOPE TOP OFI' R• �ROADWAY p p �. b p G 9 .'! - o - • ADJUSTMENT SECTION -NOT INCLUDED . e• p' IN CURB AND GUTTER BID ITEM CATCH SABtN - NOT WOLUDED p • ! ' IN CURS AND GtJTIER SD ITEM p ,P SECTION O /-• GENERAL NOTES: 1. The Intent of this design Is to facilitate the removal ; of a catch basin with minimal disturbance of the curb. - 2- The expansion joints of the "!?Ell "� '~ adjacent sidewalk shall i i :� : • be adjusted to be In - line with these curb expansion joints. ISO�AF_41C VIEW SM. PLAN - IMA CEMENT CONCRETE CURB PUBLIC WORKS INSTALLATION AT PRO D: DEPARTMENT CATCH BASINS DAM T - 0" 6"1 SIDEWALK (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK 6 1/2" 1' - 0" 1' - 0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) ROUNDING 2'0% 1/2" (IN) R. (TYP.) I Ill 1 1/2" (IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM - 1 2.0% MAX. v 2.0% MAX, SEE STANDARD PLAN F-10.12 - CAP SEE RAISED EDGE 3/8" (IN) PREMOLDED SEE CURB FACE DETAIL DETAIL - THIS SHEET JOINT FILLER WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE O1 FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE CURB AND SIDEWALK 2'-0" SIDEWALK NOTE 1' - 0" 1' - 0" MIN. (SEE CONTRACT) 1/2" (IN) R. (TYP.) 1. Gratings, Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other ROUNDING CURB NOT INCLUDED IN BID ITEM - appurtenances within the Sidewalk must have Slip resistant Surfaces, be flush _2.0% 1 2.0% MAX SEE STANDARD PLAN F-10.12 with surface, and match grade of the sidewalk. ^� gC��pc� PREMOLDED) WALL OR BARRIER -, ,�,�P� JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) SIDEWALK 1'-0" SIDEWALK 1/2"(IN)R. 0 LL ALL CUT MIN. (SEE CONTRACT) 24,,0" > SLOPES D 0 1/2" (IN) R. (TYP.) b" D D G 20% 1 CURB NOT INCLUDED IN BID ITEM - - - 2.0% MAX. SEE STANDARD PLAN F-10.12 3/8" (IN) PREMOLDED JOINT FILLER Z AN CtER G Q 0 3/8" (IN) PREMOLDED JOINT FILLER f SIDEWALK ADJACENT TO WALL DETAIL G ADJACENT TO CURB BRIDGE OR PEDESTRIAN RAILING SEE © 61/2I CONTRACTION FACE OF CURB JOINT 51/2" 1" v " D D 1 iD ROADWAY ' D N D 8" 6 1/2" I 1" CURB FACE DETAIL EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) BROOMED FINISH (TYP.) 4" (IN) WIDE. SMOOTH -TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM SEE STANDARD PLAN F-10.12 CONTRACTION JOINT BARRIER -SEE SIDEWALK c IN SIDEWALK ONLY CONTRACT PLANS \y/ I (SEE CONTRACT) I i I 1/2" (IN) R. (TYP.) / I I FLUSH I 20% MAX r VERTICAL WALL •- 3/8" (IN) PREMOLDED SEE DETAIL JOINT FILLER (TYP.) ADJACENT TO CURB AND RAILING OR WALL 3' - 0" MIN. FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) SECTIONS LEVEL 'ram CURB NOT INCLUDED IN BID ITEM - (IN) R. SEE STANDARD PLAN F-10.12 tt D 1" )R.- RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE 1 1/2" (IN) R. CURB NOT INCLUDED IN BID ITEM - 2.0% MAX (TYP,) SEE STANDARD PLAN F-10.12 FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED ADJACENT TO BUFFER STRIP PREMOLDEI JOINT FILLER E) EXPANSION JOINT 1 3 M �- SD EXPANSION JOINT IN BOTH �L S. F CURB AND SIDEWALK `1 WAS/// G` l3v ISOMETRIC VIEW JOINT AND FINISH sv DETAIL oA� �CI STBR�� `�sv ss10NAL t Michael S Digi ally signed by Michael Fleming Fleming Date: 2020.09.24 07:40:16-07'00' 1/� CEMENT CONCRETE SIDEWALK ���• ° . STANDARD PLAN F-30.10-04 D o SHEET 1 OF 1 SHEET p APPROVED FOR PUBLICATION Date: 2020.09.25 15:43:50-07'00' STATE DESIGN ENGINEER Amok © CONTRACTION JOINT ffir Washington State Department of Transportation PEDESTRIAN PATH THROUGH PARKING LOT SES 11/9/22 SHM CITY COMMENTS SES 6/23/23 SHM SURVEYED: RDW CITY COMMENTS SES 10 1923 SHM DESIGNED: SHM DRAWN: SES CHECKED: SHM REVISION BY DATE APPR APPROVED: SHM DO I � IDEMSHAiZ REPLACED TO THE N�ARffT, ✓,ollyT i II 160.67 15 SAWCUT EXIST/NG �- 20 PA VEMENT VAN ADA STALL - I o 160.67 16 AD I - - - - SD REMOVE EXISTING ACCESSIBLE 4 A P I L T RAMP 1 SPACE 18' (T� -� 16 4.5' 160.77 S EXP ND EXIS G PARKING 4 a LOT PER PA VEMENT a -I�ITIFO FAQUOUNIT DEVI Kir, Z1, S CPON ON THIS SHEET - - Ji 160.78 �O 159.82 - --�� I II 159.9 �- kP M2. 74 a 161.2 1 r 162.74 160.E I15� 07 J. 1.59 � � ° 7�i ° �61.4f 162. 59' 160.6 - Q Of6237, 16.21' RT a ELEV 161.341 a 1 162.74 (FG, TC) GRADING DETAIL 1 /S -'4 5' 161.96 _ e 29 I „1.09 GRA E � O BRE K- - ❑ BARD RA/N (CONNECTED TO SEWER) a fa RIM 161, 88 211, - SD �-SD - - - - - - -� S S - SS SD SD SDf - - - - - - - - - - - -� - - - - - - - - - - -I- 8' 0.5' .WALK_ I _ 18' PLANTER -.1 46' PARK/NG LOT SECTION A A SCALE- 1 " = 10' GRADING DETAIL 2 SCALE: VERTICAL HORIZONTAL- NAD 1983/1991 CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SCALE.` 1 " = 10' BUILDING 4.5' 7' PROJECT NO. 18242 t SIDEKO pF N'ASy�•'cy?, CIVIL ENGINEERING LANDSCAPE ARCHITECTURE Ate••• p 41846 a • '� PLANNING o�FSS ONAL DESIGN SURVEYING 10-1�-Z3 72100 NE 795th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 11 /07/2023 ROAD AND GRADING DETAILS DATE: FIELDBOOK: 2022 PAGE: DRAWING NO: C3.31 SHEET: 8 OF: 10 Slo