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HomeMy WebLinkAboutT-392303I I I x z 0 0 Z Y J Q m 0 U (V CD (V 0 a 0 a, a C) 1n 0 1 0 I Ln 0 i 0 1-1 Ln 0 � � 61 19 =10' Lij 0 5 10 20 a )439.78 Lij LL 47 o L.L w w a 0� X R�9 .titi I . ' SAP 438 438.84 y "�A sf �� J TRACT M xss' J a 439.34 1 I p � d >s 439.62 439.54 5 7.59P o0 O0 co% 439.48 \,Sg 439.25 � o 4 a 41-A s 0 439.15 000 C° i I ROAD A / SE 18TH ST INTERSECTION DETAIL 1 "=10, CURB RAMP LOCATION DATA TABLE CURB RAMP # STATION OFFSET 15 27+56.74 13.01' LT © 27+56.74 13.01' RT O7 22+67.73 14.90' RT ® 22+67.76 13.00' LT 19 22+ 16.52 13.00' LT ®0 22+ 16.52 18.17' RT ©1 36+94.24 13.00' LT ©2 36+94.24 13.00' RT © 7+87.06 25.92' LT ® 8+52.85 26.18' LT ©5 8+49.70 15.18' RT © 7+95.22 15.87' RT © 7+94.59 35.22' LT ® 8+45.08 35.07' LT ASBUILT ADA RAMPS AND OFF SITE IMPROVEMENTS FOR ALLURA AT TIFFANY PARK 33 PTN OF THE W1/2 8 SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON a i � �• 4 0 1 0 1 439.71 a'• �` 439.63 o � � 00 A 00 0 I 440.02 3 I I 439.92 I I 1 P dl p 1 1 a 1 Q � p a KEYNOTES O1 4'x5' LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION �2 4'x4' LANDING. MAXIMUM 2% GRADE IN ANY DIRECTION �3 SIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 2% MAX GRADE ACROSS ®SUPPRESSED SIDEWALK SEE DETAIL THIS SHEET SEE SHEET 46 FOR CURB RAMP DETAIL. 34 p 00. >s 1 440.31 3 440.43 ° p� 0 a ° ° 0.53 1.71 440.35 ° `TRACT G 440.43 `�44p 19=10' 0 5 10 20 EX SIDEWALK TO BE REMOVED ALONG SHADED PORTION. EXPOSED GROUND TO BE HYDROSEEDED. 393.70 EX s7- APPROXIMATE LOCATION OF RELOCATED MAILBOXES. Py 394. 394.36`' 394.46 0 � 394.54 X a� ^� ° 394.42 ,4 / / a 6' / 2 \� AQd d7 SIDEWALK IS SUPPRESSED BELOW BACK OF CURB HEIGHT VARIES (TYP) CURB & GUTTER (TYP) CURB AT BACK OF SIDEWALK TO EX GRADE a I' a I lri III III=III=I II_I II-111 -111-I I1,, L III=III III "'_"- '. I- I- SIDEWALK (TYP) SUPPRESSED SIDEWALK DETAIL NTS VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) 2 REVISED PER CITY COMMENT FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ASBUILT ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) N0. REVISION V EX. LIGHT POLE 0 REMAIN. CONTRACTOR T VERIFY EXACT LOCATION ANDNOTIFY ENGINEER IF/CONFLICT EXISTS. EX. MAILBOXES TO \ / BE RELOCATED EX TRANSFORMER TO REMAIN SE 18TH ST / MONROE A INTERSECTION DETAIL 1 "=10' SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT I I \ \\ i 406.42 \\ / 406.32If cp, p 1 3 1A-10' 4 .271 �' `O 406.32 1 1 1 Nl 406.19 p 0 5 10 20 1 1 a 405.57 406.E 1 1 1.59, I 4 7 406.19 I 1 -5_ °00 0 3 O° N� ' 06.21 1 N / �° ^4 1 2 - 0 1 4 d 405.50 405.50 ° .5, 406.14 �' 00 1.59' 1 I \ 1 I I I I I D4 406.1 1b� ' 406.2 1 I \ 1 I p 1 1 d d 40 \\ 406.14 I p 4\\ d \ \ � � I p d �\ I � I l 4 d \� a p ° p � I (rJ co I INSTALL STOP SIGN i a T a p AND STOP BAR. EXACT LOCATION TO BE DETERMINED i X IN FIELD BY INSPECTOR C I 1 1 I ° 1 1 I L,' 1 V 4 1 of I I \\ I p I � 1 AQ4 p I 396.63 0 EX 396.24 `% I --- - ..- T � EX \ ' y VE SE 124TH PL SE INTERSECTION DETAIL 1 "=10, EX SIDEWALK TO BE REMOVED ALONG SHADED PORTION. EXPOSED GROUND TO BE HYDROSEEDED. EX' 1 , TALk EX �� P�� OF W o Z 8.5' z _ 4 423 p �� 395.81 11/2.0/201 ``\ ` ,� T 2 0 U Zw I o g N (n T- T aJ a a .. \ w x z z < ZW J a J \ QLLJ PO CV CN z0 O N 00 00 M 00 � 00 ww M I I N LL z 3: p Ln Ln 0 Z O Lc) N (N z - �-11-1 w } T) L N Z N N J W> T- U (N # c 0.0H C L CITY OF RENTON J DEPARTMENT OF PUBLIC WORKS 2 Qz APPROVED BY DATE = W LO APPROVED BY DATE fR 0 V� �= LO O Jv (c) APPROVED BY DATE b� 0 CO�y T O APPROVED BY DATE Z SCALE: DATE: HORIZ: 1 "=10' HORIZONTAL: NAD 191983 83/1991 ADA RAMPS AND OFF SITE IMPROVEMENTS 11 /20/2018 m 3/1� CITY OF VER: N/A RENTONPAGE: ASBUILT - ALLURA AT TIFFANY PARK FFIELLDBOOK: O MAINVUE WA, LLC DRAWING NO: ONE INCH DATUM W AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE SUITE 202 IF NOT ONE INCH 1 SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: w+ OF: 68 cd ITI-131912131013