Loading...
HomeMy WebLinkAboutR-423509r•``1 n X m 6L I� U UU 0 (( MW S10O66 UbIS I • — I � I�0 4Ip�{dsb •� I _ OI�s uoO pU 00 o MA � 22 piollo8 96 U padpgs—p 4 E)gdsb 4��!� ON y bu!ssoo 303 sdwnd slu0 mn 4InDA � HHI UDIJ sa ad ub!S JO1 buiumv M mn I WWOO C p (( J V — L a d d d d d d— 4ma OUO3 HH� V uM _ 0 1 ^^ t —� _ J 1�—llli\y_y y M 1—y-1 1 1 1 — 1 d— LONGITUDINAL PATCH PER O A K O U 0 3 CIS CITY OF RENTON STANDARD _ �711 °S - PLAN 110 AND 110.2 I I I STA 31 +00.81, 41.7' R CURB RAMP II I I I STA 32+00.00, 0.0' s a a � N. 181318.77 PARK VF N IZE: 1301990.29 1 +00 y 32+0 a PROTECT EX TREE, CEMENT CONCRETE CURB & I PROVIDE NEW TREE CEMENT CONCRETE S la> I I GUTTER PER CITY OF o I GRATE SIDEWALK PER CITY RENTON STANDARD PLAN 101 OF RENTON SEE DETAIL FOR GRADING > U O I j jo -l� (2) 4" COMCAST ° o STANDARD PIAN 102 (1) 4 LUMEN SEE EAST SIDE STA 31 +92.78, 34.4' R N' I I a STA 31 +10.65, 35.6' R o PROFILE SHEET C3.3 END SIDEWALK S I a Y 04 I END CONCRETE CURB L — U—A, STA 31+15.01, 35.3- R M_M U A—M M—M—M —^STA 31+65.30, 35.0' R M M M— M M M M—M—M—M M M M M- 1. —^^— — CEMENT CONCRETE W 1 M MGM —M--M MSTA 31+16.26, 35.2' R I _ (CURB OF RENTON RGUTTER PER W I a M\ _STA 31 +17.40, 35.T R- M O M� MM M —CITY O" " "ENTON _M M MMM M MM M MMM = / � I STANDARD PLAN 101 STA 31 +67.76 35.5' R9 � S a J I E) e� d d d d d d d d W d d/ d�—d—d�d da dd dd_ —d d d — d — d dojS s n i \ _ — d d � � d—d—d (W -- — :�R 3 3U0 � — — — — ------ -- ---- -- !S —— — — — — — — — — — — — — — — — — — — — --_ — � d W irI Z o �I M p S OUO3 a o o°o°o°o°oo dH0 a ° . ° °off I. \ � l v Y � �� 1 �� °.I dH0 dH0 ( u1—�-1__ 1 �:_� �I HdW X66 ub!S � I Q Y STA 31 +24.23, 35.7' R 1— °S — ` STA 31 +20.86, 41.4 R S S .I °S — °s —as j n COMCAST VAULT = lI °s °S as / ° Al I 0 BY COMCAST I / / \q-I n O UO I I � o sa n8 u b i pad CONNECT TO EX -, I� I PP BY PSE �Q 1 UO adDOS� iaaj; 6� as Sn RELOCATED adoOSI `\1�aa4snlo / I GUY BY PSE I CURB RAMP TYPE PARALLEL A RAMP & STA 31 +67.27, 44.5' R 41.9' R STA 30+95.45, 50.4' R c5.o I STA 31 +75.24, BEGIN CONCRETE CURB BOTTOM LANDING PER I — B21 FOOTING PER KING i BEING SIDEWALK �WSDOT STANDARD PLAN `6Z —� 18 COUNTY METRO STANDARD 9 Q g ,�F-40.1 V 03 (1) 6" PSE S n PLAN D103 �(MUI W18 2� 6( � � � �M � SEE EAST SIDE � � 2 _ 3A d 66 o aaa13(65 PROFILE SHEET ��� = KING COUNTY METRO TO g Z�=O%d669(S)HI �2 pac] �C3.3 S g INSTALL BUS SHELTER I� n Ij I Zt 80 SEE NOTE 1 I 2" GRIND AND OVERLAY STA 31 +57.17, 42.0 R N l PER CITY OF RENTON I STANDARD PLAN 110.2 LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230— — PROPOSED CONTOUR (INDEX) � Know what's below. � Call before you dig. Dial 811 231 PROPOSED CONTOUR XXX� SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION E 1932 First Ave Suite 201 Seattle, WA 98101 p.206.725.1211 f. 206.973.5344 �o�� ��G 1 TERM engineering pllc WWW•Ipdengineering.com rSIONAL PROPOSED BUILDING GRIND AND OVERLAY CONCRETE PAVEMENT SITE WALL TACTILE WARNING STRIP CURB AND GUTTER ASPHALT (AC) PAVEMENT IIIIII—III LANDSCAPED AREA SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: DRAWN: ONE INCH DATU M CHECKED: AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY z 10 0 5 10 20 Scale 1"=10, CITY OF RENTON Planning/Building/Public Works Dept. NOTES: 1. CONTRACTOR SHALL NOTIFY KING COUNTY METRO AT BUSSTOPPROJECTS@KINGCOUNTY.GOV, CONSTRUCTION.000RD@KINGCOUNTY.GOV, AND DAVID.KORTHALS@KINGCOUNTY.GOV AT LEAST 30 BUSINESS DAYS IN ADVANCE OF STARTING CONSTRUCTION TO COORDINATE BUS SHELTER INSTALLATION. T-423504 R-423509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS [DEVELOPMENT ENGINEERING' Michael Sippo 03/24/2023 SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PLAN 1,61 A Cq 0) O O O Q J DATE: 2 24 2022 'W�/'� V♦ FIELDBOOK: PAGE: DRAWING NO: C2.3 W SHEEN 9 OF:25