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HomeMy WebLinkAboutW-4094019 I I / d d I Q I m / I I � o CB 8073 TYPE I I °d RIM EL=148.80 6 12"CMP(S)IE=145.45 CB 8032 TYPE I °� 18"CONC(N)IE=145.40 RIM EL- 48.75 6"CONC(S)IE=146.50 i z ° I CB 8072 TYPE I RIM EL=148.60 / 0 4"PVC(S)IE=146.59 e. ? 4"PVC(W)IE-146.53 T/E INTO EXISTING a S/D-WA LK ° I Q PROPOSED EXTRUDED REPLACE ASPHAL T AND 's i CONCRETE TRAFFIC CURB TRANSITION TO THE - EXISTING DRIVEWAY PROPOSED OR/VEWA Y CB 8146 TYPE / RIM EL=156.68 4"PVC(NE)IE=155.45 / 6"CPEP(E)IE=154.77,.' l 4"CPEP(N)IE=154.70 4"CPEP(N)IE=154.55 12"CMP(S)IE=154.53 " N8910154 "W 14�0 �' X APPROACH o d ssMH 74 I o i REMOVE EXISTING ASPHALT AND CONCRETE I� O � - W. POSED i - INDING ' EXISTING SIDEWALK o EX/STING ROW TREES TO REMAIN W= I � cn i I " l �s4 �I cn I �I I, O � I I r� I I 0 OHP P �RIM F� 50.37 11 / 8 PV N IE=145.17 8"PVC(W IE=139.02 PROPOSED EXTRUDED SDMH 8147 TYPE a 12"PVC( )IE=138.72 CONCRETE TRAFFIC CURB RIM EL=157.10 12"PVC( )IE=138.62 36"CMP(S)IE=151.70 0 EXISTING DOMESTIC I METER, IRRIGA NON \ METER AND FIRE n • HYDRANT TO REMAIN " EXISTING d PARKING LOT PROPOSED I SDMH 8148, TYPE II �N LANDING RIM EL=158.93 36"CMP(N)IE=151.48 • sD I ^ 12"CMP(W)IE=151.28 d. PROPOSED CB 8095 TYPE I , / RIM EL=152.74 - 5 SIDEWALK 8"CMP(E)IE=151.2 8"CMP(W)IE=151.' I d d J PROPOSED i EXSI TING OFFICE L c! ' a j TPN: 312305-9069 °° T. GARDNER 4512 TALBOT RD S 98055 El �. a EXTERIOR d, SEATING Er 8' SIDEWALK I / PEDESTRIAN \ 77 - PATH ) 10' ROADWA Y AND UTILITIES EASEMENT REC. N0. 8610JI1897 d J a PROPOSED REFUSE �.. "I'..... PROPOSED -`y AND RECYCLE s OFFICE ADDITION / PROPOSED FF 16J 0 STORM SPLASH II Q BLOCK V ^n� o �9.. PERFORATED PIPE ,�� CONNECT/ON EX/STING TREE f1 TO BE RETAINED-Ll - I / 16J - sa164 --..------- - =� - - - 166 -- - - - - 10' LANDSCAPE a.• BUFFER - - - _ EXIS77NG TREES TO _ BE REMOIfD (TYP) _- OHP OHP G' OH OHP HP a ----- - - N8 190 4' 146.16 - - S h ^� a. � �G G G G� a 0 CB 8091 TYPE I � W h � �6 G -G RIM EL=156.16 W RD= o� 4"PVC(E)IE=154.79 _ FD 12"PVC(S)IE=154.17 3 V W p 2"CMP(N)IE=154.11 Q _ W O � al `SSMH 8213 Z a 'RIM EL=156.76 p Ci 12"PVC(S)IE=146.21 12"PVC(N)IE-146.06 W WEA o d. SPLASH BLOCK - Cs L SS� EXIST/NG ROCKERY TO REMA/N O � e� 0 ss- �' I PROPOSED ROCKERY PER NELSON GEOTECHNICAL II I/ I 3 - --- � 4" FIRE L/NE (INSTALLED BY WEA THERL Y INNS NO. I REVISION FD THERL Y/NN 0 G c G / C SS F RD RD D FD FD � I SCALE: 1" = 20' 0 10 20 40 (VOTE REQUIRED STORM BMPS 877 SF PROVIDED 1, 400 SF110010 PROJECT NO. 18242 `t gIDEKO •,�' . •OF ' IYAS,y� 0. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE A'•. ,p alaas o '�. PLANNING �o,:•FcrsTEg�:•�`� DESIGN SURVEYING FSS�ONAL ENS\ 11-Lf-ZI 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W-409401 -4 RECORD D94R SURVEYED: SCALE: DATE: ROW VERTICAL• NAVE) 1988 • CITY 0 F OCT 2021 HORIZONTAL- NAD 1983/1991 DESIGNED: SHM FlELDBOOK: DRAWN: ES SONE INCH DATUM R E N TO N PqG� SITE AND COMPOSITE' UTILITY PLAN DRAWING NO: J CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. Cl. 0`J IF NOT ONE INCH BY DATE APPR APPROVED: Sh/I/ SCALE ACCORDINGLY SHEET: 3 OF: 11