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HomeMy WebLinkAbout5543-4W'LY E'LY CURB 40' CL 40' 12' R/W 38.5' 32' 6 0.5' 30.5' 29.5' TC 985.62 FS 985.93 FL 984.95 . - {' FS 985.12 ■ , r - STATION 14+56.23 SCALE: HORZ: 1"=20' VERT: I"=2' W'LY E'LY CURB 40' CL 40' 12' R/W 38.5' 32' 6' 0.5' 30.5' 29.5' FS 989.72 FL 988.86_-�-- - " ^ - FS 988.90 STATION 88 90 STATION 16+50 SCALE: HORZ: 1"=20' VERT: I"=2' W'LY E'LY CURB 40' CL 40' 12' R/W 38.5' 32' 6' 0.5' 30.5' 29.5' TC 992.30 oo� FS 992.59 _ .7i�� FL 991.63 _ __-: -^-'" _ - _4 7 FG 992.41 _ -_ " F 991.91 FL 991.91 STATION 18+11+15 SCALE: HORZ: i"=20' VERT: 1"=2' BEACH AVE ROW BOUNDARY TC 986.54 000 GRIND AND OVERLAY 0.10' AC PER O DETAIL 23, THIS SHT. REMOVE EXISTING CURB AND GUTTER BEECH AVE EXTENSION TOP OF PAVEMENT ELEVATION TO MATCH EXISTING ROAD SECTION EXISTING EOP ELEVATION 0 SIDEWALK PER CITY TO OHOWN FIOR REFERENCE O CONSTRUCT 6.5" AC STANDARD PLAN NO. 1006 OVER 12" CLASS II 8n CURB AND GUTTER BEACH AVE ROW ONLY PER CITY STANDARD AB PER CITY STD. PLAN N0. 1000 BOUNDARY NO. 401 & 402 �i r7- -2%-- ( \� 12' 40' 30' NOTES: 1) SEE CITY STANDARD PLAN NO. 401 FOR STREET SECTION DETAILS 2) NEW ASPHALT CONCRETE AND AGGREGATE BASE ROCK THICKNESS SHALL BE PER CITY STD. NO. 401 & 402 3) SEE UTILITY PLAN TYPIAL STREET IMPROVEMENT SECTION A -A SCALE: NTS W'LY E'LY W'LY CURB 40' CL 40' 12' R/W CURB 40' CL 40' 38.5' 32' 6' 0.5' 38.5' 32' 30.5' 30.5' 29.5' T F 29.5' FS 986.81 __ ,•.--�------ s FL 985.87--"'_"`��-----'"� FS 985.94 r' STATION 15+00 SCALE: HORZ: 1"=20' VERT: 1"=2' W'LY E'LY CURB 40' CL 40' 12' R/W 38.5' 32' 6' 0.5' 30.5' 29.5' TC 990.55 �-..� FS 990 68 - - FS99.9__ L r -- STATION 17+00 SCALE: HORZ: 1"=20' VERT: I"=2' STREET CROSS TC 987.54 F 9EL 86,874A- --.. FS 986.95 , r- STATION 15+50 SCALE: HORZ: 1"=20' VERT: 1"=2' W'LY CURB 40' CL 40' 38.5' 32' 30.5' 29.5' 7., 91.48 F 9 91 51 L 990.81 FS 990.84 r^ SECTIONS STATION 17+50 SCALE: HORZ: 1"=20' VERT: 1"=2' LLANDSCAPE PARKWAY i O PER LANDSCAPE PLAN 8.50' 1.50' 5.50' 6.00' .5 ' DAYLIGHT TO EXISTING 3:1 E'LY W'LY 12' R W CURB 40' CL 40' 6' 0.5' 38.5' 32' 30.5' 29.5' TC 988."53 FS 988.82 FL 987.86__----- FS 987.92 STATION 16+00 SCALE: HORZ: 1"=20' VERT: 1"=2' E'LY W'LY 12' R W CURB 40, CL 40' 6' 0.5' 38.5' 32' 30.5' 29.5' TC 992.15 FS 992.48 FL 991.48_-- FS 9 1.69- , r" STATION 18+00 SCALE: HORZ: 1"=20' VERT: 1"=2' E'LY 12' R/W 6' 0.5' 7.7 E'LY 12' R W 6' 0.5' UNDERGROUND SERVICE ALERT 0�F ORE Y U S G) d, A 0 00 o. 2 27 - CALL 7CALL TWO WORKING DAYS BEFORE YOU DIG