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HomeMy WebLinkAboutR-436704Q0 O 0 W 152mm FLUSH 100mm ( SIDEWALK SEE PLAN & PROFILE SHEET -, , , , . - - .r- 1.828m 914mm 1.828m d 3.348m MIN. 1.828m CEMENT CONCRETE SIDEWALK SECTION A -A SECTION A -A FIELD BOOK: SURVEYED: SURVEY BASE MAP: DESIGN ENTERED: DESIGNED CHECKED: 1 #51ti & 1 tilts GAMMELL S.B. GROSS5/94 KUNIHIRO NGUYEN MITCHELL 91-94 99---00 99-00 05/00 r^' DATE CURB RAMP IN VERTICAL CURB DEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT CONCRETE PAVEMENT BY I DATE FED. AID No. PROJECT No, SURVEY No.. CURVE DATA ❑= 90' 0' 50" R = 13.716m T = 13.718m L = 21.545m ELEV. NORTHERLY EASTERLY 1 139.366 51213.463N -- 507664.815E 2 139.229 51212.256N --- 507670.029E 3 139.092 51209.146N - 507674.384E 4 138.995 51204.606N - 507677.215E 5 138.818 51199.327N - 507678.098E S 1'46' 14" w ELEV. NORTHERLY EASTERLY 1 138.802 51200.969N - 507 691 .618E 2 138.732 51206.183N - 507692.825E 3 138,661 51210.538N - 507695.935E 4 138,591 51213.366N - 507700.462E 5 138.520 51214.251 N - 507705.754E 400593 28-23---5-27 MAINTENANCE DIVISION No. 4 CURVE DATA = 90'0' 13" R - 13.716m T = 13.73m I L = 21.544m 1 � _ _ _ _ ;URVE DATA 87'27'45" ,� ;' ; 13.716m ca .. , 13.122m 2 b) 1 = 20.938m Go �Q ELLY, NORTHERLY EASTERLY, r � 1 -' •39.190 51240.728N -- 507679.346E 4� ,.y� '---_ -`' 2 .; 39.221 51235.514N - 507678.139E �a ry 2 3 _59.253 51231.159N - 507675.029E 0;?y �` 1 4 ` 39.285 51228.325N - 507670.489E ' 5 , 39.316 51227.445N - 507665.210E 116th AVE S.E. 7 14� w 00 0 N 4 2 60 00 ti �i M 5 INTERSECTION OF 116th AVE. S.E. AND S.E.168th ST. MAILBOX SIDEWALK WIDENING DETAIL *305m m PER MAILBOX EXTRUDED CURB-, EXISTING ASPHALT EXISTING ASPHALT J� • <u<'t;;. ,; .,,:,.,::,. , ; - 762 i BACK OF SIDEWALK PAVEMENT C N.T.S. A STA. 3+218.224 LT.. TO 3+244.089 7 N 1'46'1-•5"E Ly E`V. NORTHERLY EASTERLY' 1 - 38.520 51226.358N _ 507746.048E 2 38.688 51227.574N - 507700.846E 3 38.855 51230.686N - 507696.502E 4 39.023 51235.222N - 507693.577E 56 39.190 51240.493N W- 507692.799E URVE DATA 89 455 58 R 13.716m 13.69m 21.53m DIARIES* 91 --rnm 3.04m TYP. -.� 04 LLI I 41 fjI ' F31 --ma Rw i B STA. 3+408.74 LT� TO 3-4-445_3 LT. * SEE ROADWAY SECTIONS FOR SURFACE MATERIALS �� off. WASH Q, 21532 4 15TI � IONALr D(PIRES 3/9/02 COUNTY ROAD ENGINEER KING COUNTY DEPT. OF TRANSPORTATION PAUt- TOLIVER, DIRECTOR 116th AVENUE S.E. PHASE II INTERIM IMPROVEMENTS MISC. DETAILS R-436704 SHEET 4 OF 28 SHEETS 310-30(04) 1