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HomeMy WebLinkAboutRetaining Wall Re-alignmentPROPERTY LINEPROPERTY LINEPEDESTRIAN PATHWITH SPEED TABLE(2) BIKE RACKSPARKING FOR 4 BIKESTRASH ENCLOSUREPROPOSEDSERVICE RAMP"EXIT ONLY - DONOT ENTER" SIGN"DIGITAL PICKUP" SIGNMOUNTED "STOP" SIGN (MUTCD R1-1) AND 16" STOPBAR MARKING PER COR STD DTLS 109 AND 129"EXIT" SIGNDETECTABLE WARNING STRIPAT BOTH ENDS OF DRIVE AISLECROSSINGPROPOSEDBUILDINGOVERHEAD, TYP4" WIDE LANE LINEPEDESTRIAN CROSSWALKSTRIPINGPEDESTRIAN CROSSWALKSTRIPINGPARKING STRIPE(TYP.)ADAPARKINGSIGNSSITE FENCE"ADDITIONAL PARKING"SIGNR3.0'R11.0'R2.0'R3.0'R3.0'R3.0'R3. 0 'R5.0'R1.5'PARALLEL CURBRAMP (STANDARDPLAN F-40.12-03)R6.0'R6.0 'R2.0'R3.0'ADA PARKINGSIGNSPRIVATE ROADPARCEL NUMBER: 3223059016PRESENT USE: SHOPPING CTR(COMMUNITY)9.0'8.0'9.0'18.0'108TH AVE SEPROPOSED FRONTAGE IMPROVEMENTSPROPOSED ROCKERY WALL PER DETAIL ONSHEET C7.4. ROCKERY WALL BY SEPARATEPERMIT.8.0'8.0'5.2'5.0'IN COMPLIANCE WITH CITY OF RENTON STANDARDS1PARKING COUNTSEXISTINGPROPOSEDSQUARE FOOTAGESTANDARD VEHICLE PARKING18223,564 SF (18'X9')COMPACT VEHICLE PARKING84480 SF (15'X8')ADA PARKING22324 SF (18'X9')BICYCLE PARKING040 SFLEGENDPROPERTY LINESETBACK LINEEASEMENT6" CONCRETE CURBPAVEMENT MARKINGSEXISTING ASPHALTPROPOSED ASPHALTPROPOSED CONCRETE PAVEMENTPROPOSED CRACK SEAL AND SEAL COAT ASPHALTPROPOSED BIKE RACKPROPOSED OVERHEAD CLEARANCE BARPROPOSED SITE SIGNPROPOSED WHEEL STOPPROPOSED LIGHT POLE (SEE ARCHITECTURAL PLANS FORCONDUIT ROUTING AND POWER SOURCE)PROPOSED ROCKERY (SEE DETAIL ON SHEET C7.4)PROPOSED PEDESTRIAN HAND RAILSITE PLANNORTH C4.06/24/256SITE PLANCHIPOTLE 108TH AVE SE15111112025/06/25TED-40-4362 C25002021R-436206DEVELOPMENT ENGINEERINGHHuynh 07/22/2025 399.32 ± ME399.33 SW399.57 ± ME399.57 SW399.40 SW399.45 SW390.13 P390.15 P390.49 P390.45 P391.35 ± ME391.27 ± ME389.42 ± ME389.82 ± ME389.81 ± ME389.94 ± ME389.98 ± ME389.96 ± ME389.84 ± ME389.77 ± ME389.52 ± ME389.11 ± ME389.00 ± ME389.51 ± ME389.10 ± ME389.42 ± ME384.97 ± ME384.84 ± ME386.76 ± ME386.73 ± ME385.57 ± ME388.05 ± ME389.77 TC389.27 BC389.69 TC389.19 BC389.74 TC389.24 BC386.96 TC386.46 BC385.71 TC385.21 BC387.08 TC386.58 BC390.27 TC389.77 BC390.02 TC389.52 BC390.79 ± ME390.72 ± ME388.89 ± ME388.24 ± ME388.07 ± ME388.15 ± ME388.51 ± ME389.40 ± ME388.74 SW388.71 SW388.92 TC388.42 BC388.69 ± ME388.65 ± ME388.46 ± ME390.36 TC389.86 BC391.05 TC390.55 BC389.07 TC388.57 BC388.59 ± ME390.33 TC389.83 BC385.58 TC385.08 BC386.93 TC386.43 BC385.59 TC385.09 BC389.59 TC389.09 BC390.44 TC389.94 BC388.94 TC388.44 BC388.75 TC388.25 BC390.39 TC389.89 BC390.89 TC390.39 BC390.48 TC389.98 BC390.27 TC389.77 BC389.68 TC389.18 BC389.63 TC389.13 BC399.53 ± ME399.29 ± ME388.29 ± ME388.64 TC388.14 BC390.22 TC389.72 BCSEE ADA DETAIL390.16 TC389.66 BC392.54 TW389.22 BWPRIVATE ROADSS CLEANOUT 2RIM: 389.93SS CLEANOUT 1RIM: 390.16390.27 FFE108TH AVE SE(EX.) CBRIM: 389.19RAISE CB TO GRADEINV (EX): 385.22INV: 385.32SEE ENTRY DETAIL389.71 TC389.21 BCCB-01RIM: 388.12(EX) INV: 386.41(EX) INV: 385.62(EX) INV: 385.09(EX) INV: 384.89INV: 378.40389.67 ± ME388.70 ± MEFFE: 390.27390.52 BW390.00 BW392.50 TW389.73 BW392.38 TW392.72 TW399.36 SW392.51 TW390.70 BW396.70 TW393.29 BW396.70 TW393.20 BW399.70 ± ME392.72 TW391.88 BW391.51 ± MECONNECT TOROCKERY WALL DRAININV: 386.0030 LF OF 6" PVCCB-O2RIM: 396.84INV: 378.05(EX) INV: 377.9535 LF OF 12" PVCPIPE ENCASEMENTPER COR STD PLAN 412389.40 ± ME389.31 ± ME389.98 ± ME389.88 ± ME389.19 ± ME389.08 ± ME389.70 ± ME389.61 ± ME389.46 ± ME389.45 ± ME389.49 ± ME389.60 ± ME390.27 FFE390.18 TC389.68 BC390.20 TC389.70 BC390.21 TC389.71 BC390.23 SW390.23 SW389.76 SW390.27 TC389.77 BC389.40 ± ME389.46 ± ME388.37 ± ME388.41 ± ME388.47 ± ME389.82 ± ME389.81 ± ME389.94 ± ME389.98 ± ME390.47 TC390.25 TC389.75 BC390.22 SW390.22 SW389.41 TC388.91 BC389.23 TC388.73 BC388.41 ± ME389.50 P389.74 P390.27 FFE390.27 FFE389.71 TC389.21 BC388.93 LP389.50 P389.29 SW389.64 SW390.01 SW389.87 SWFFE: 390.27388.95 P389.55 TC389.05 BC390.05 TC389.55 BC390.24 TC389.74 BC390.27 FFE390.27 FFE390.27 FFEIN COMPLIANCE WITH CITY OF RENTON STANDARDS1GRADING & DRAINAGE NOTES1.ADA ACCESSIBLE SPACES ARE DESIGNED TOHAVE A MAXIMUM SLOPE OF 2.0% IN ANYDIRECTION.2.THE PROPOSED ACCESSIBLE PATH SIDEWALKSAROUND THE BUILDING AND ALONG THEPROPERTY FRONTAGES SHALL HAVE A MAXIMUM2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE.3.CONTRACTOR TO VERIFY DEPTH OF EXISTINGUNDERGROUND UTILITIES PRIOR TO PLACEMENTOF ANY PAVEMENT AND NOTIFY KIMLEY-HORN IFANY CONFLICTS EXIST.4.TOP OF CURB SHALL BE 6" ABOVE PAVEMENTELEVATION UNLESS OTHERWISE SPECIFIED.PROPERTY LINEEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED SPOT ELEVATIONGRADING LEGENDXXX.XXGRADING AND DRAINAGE PLANNORTH C5.06/24/257GRADING AND DRAINAGE PLANCHIPOTLE 108TH AVE SEADA DETAILED GRADINGNORTHNORTHENTRY DETAILED GRADINGSPOT ELEVATION LEGENDTCTOP OF CURBHPHIGH POINTMEMATCH EXISTINGPTOP OF PAVINGBWBOTTOM OF WALLBCBOTTOM OF CURBLPLOW POINTSWSIDEWALKTWTOP OF WALL151111111112025/06/25TED-40-4362 C25002021R-436207DEVELOPMENT ENGINEERINGHHuynh 07/22/2025Surface Water Engineringjfarah 07/23/2025