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L202 - Layout Plan
RDRD RDRD RDRD RDNO PARKINGDO NOTENTEROHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHUOHUOH U OHU OHU OHU OHU OHU OHUSTOP 12 345 678 91012345 678 910STOPDRIVE TO BECONSTRUCTE D BY OTHERS WALK TO BECONSTRUCTED B Y OTHERS153'-0"9' - 0 " ty p . R5'-0" R5'-0" typ.R5'-0" typ.R5' -0 " t yp. R5'-0" typ.R5'-0"ejejej ejejejej2 0 ' -5" (4 e q ) 6' -0 " 26'-0" typ.1' -0 " ty p . 1 3 ' -0 " 13'-0"5 4 ' -0" 12'-6"13'-6"35'-6"12'-6"5 4 ' -0 "12'-6"1 3 ' - 0" 1 0 ' - 0 " 1 3 ' -0 "6'-0"R5'-0"R5'-0"1 3 ' -0 "99'-0"16'-0"23'-2" (4 eq) 13'-0" 1 7' - 0 " 2 7 ' -0 " 13'-0"R5'-0"R15 '-0 "R5'-0"1 5 '-0 "85'-4"R30'-0" 1 3 ' - 0 " "16'-4"R30'-0"R20'-0"R10'-0"ejej10'-0" (2 eq)2'-0"135°R5'-0"R5'-0"6 1 ' -3" (1 2 e q) 1 0 ' -0 " (2 e q )ejejejej ej e jej ej ej ejejejejejejejej ej ej ej ej ej ej ej ej ej ej R30'-0" 51'-3"44'-1"7 4 ' -0 " 1 8 5 ' - 3 "8'-0"10'-0" (2 eq)50'-3"60'-0"6'- 1 " 2'-0" R30'-0" 51'-2" (10 eq) 18'-4" (3 eq)11'-8" (2 eq)R15'-0" 10'-0" (2 eq) 10'-0" (2 eq) R30'-0" 1 2 ' -7 "182'-3"182'-3"11'-9"R275'-0" R30 0 ' - 0 " R2 7 5 '-0"10'-0"R5 0'-0"24'-9"25'-0"R5'-0" t yp.R5' -0 " typ . R5' - 0 " typ.26'-0" typ.1' -0" ty p .R5'-0"R5' -0" 1 0 ' - 0"18'-0" typ. 18'-0" typ. 18'-0" typ.18'-0" typ.25'-0" typ. 25'-0" typ.18'-0" typ.18'-0"1 8 ' - 0 " ty p . 2 5' - 0 " ty p . 1 1 ' - 0 " ty p . 2 5 ' -0 " ty p . 2 5 ' -0 " ty p . R5'-0" 1 2 ' - 7 " 1 1 3 '-4 " (2 2 e q )121'-5"11'-8"5'-0"68' -6 " (13 eq) 10'-5" (3 eq)15'-8" (2 eq)R35'-0"32'-8" (6 eq)134°3 1 ' -6" (4 e q )330'-9" (66 eq)33'-9" (6 eq)21'-2" (4 eq)20'-11" (4 eq)11'-0" (2 eq)4'-10"R5'-0"R1 5 ' - 0 " 32'-0" (6 eq) 1 8' - 4 " (3 e q ) 23'-7"46'-9" (8 eq)ej 25'-0" (5 eq)70'-8"8 5 ' - 4 " (1 7 e q )32'-2" (5 eq)ej ej 1 7 ' -0 " (3 e q ) 8' - 0" (2 e q ) 1 6 ' - 4 " (4 e q ) 8' -0 " (2 e q ) 1 7 ' - 0 " (3 e q ) 8' - 2 " (2 e q ) 8' -2 " (2 e q )R10'-0"4 1 ' - 1 1 " (7 e q ) 41'-9" (7 eq)1 6 ' - 0 " (3 e q) 11'-11" (2 eq)39'-3"20'-0"8'-1"8' -0 " 1 6 ' - 4 " 8' -0" 1 7 ' -0 " (3 e q ) 8' -2 " 1 7 '- 4 "6"25 ' - 0 " R5'-0"25'-6"ejej ej eq)9'-6"R5'-6"R5 ' -0"6'-0" 34'-10" (6 eq) ejejej ej ejej 57'-10" (8 eq)R5'-0" R5'- 0 " 1 4 ' - 6 " 1 4 ' -6 " 2 5 ' -0 "26'-1" (4 eq)1 8 ' - 0 " ty p .25'-0"2 5 ' -0 "R22'-6"5'-0" typ. 16'-0"8'-0"8 1 '-0 " 5'-0" 16'-0"8'-0" 8'-0"R5'-0"10'-0" (2 eq)17'-6"18'-0"25'-0" 1 4' - 6 " 2' -2 "149'-9" (30 eq)45'-4" (8 eq)4'-7"Future Walk to Align ej ej ej ej ej ej 39'-10" (8 eq) 29'-11" (6 eq)ejejej ej ej ej ej 52'-2" (8 eq) 10'-0" (2 eq) 10'-0" (2 eq)15'-0" (2 eq) 15'-0" (2 eq) 1 0'-0" (2 eq) 21'-3"50'-0" (10 eq)21'-1" (4 eq) 23'-7"23'-7"42'-5" (5 eq)17'-11" (3 eq) 23'-6"25'-9" (4 eq)14'-8" (2 eq)R15'-0"R15' -0"R10'-0"R15'-0"15'-0" (2 eq)Center tables with ADA space closest to path.ej6'-3"10'-1"4'-1"2'-0" 1. Dimensions are shown to Face of Curb unless otherwise noted. 2. Contractor shall coordinate final joint locations in the field with the Landscape Architect. Align to existing conditions when practical, including at building and wall corners, connections to existing work, and to centerlines of doors. 3. Space control joints evenly between all bands and expansion joints as shown, unless otherwise dimensioned. Space interim joints equally whenever possible. 4. Digital AutoCAD files will be provided to the successful bidder as a courtesy to assist with field layout. The Contractor maintains all responsibility for the use, accuracy, and confirmation of such data. 5. All pavement striping shown shall adhere to Specifications. The Contractor shall include in their bid any miscellaneous copy, striping, or curb painting that may be requested by the Fire Marshal. 6. All disturbed areas not proposed to receive pavements shall be dressed with topsoil and seeded per Specifications. 7. All angles are 90 degrees unless otherwise noted LAYOUT NOTES 0 Scale 1" = 30'-0" 60'30' 15' NorthMATCHLINE - REFER TO SHEET L201 MATCHLINE - REFER TO SHEET L204 MATCHLINE - REFER TO SHEET L204MATCHLINE - REFER TO SHEET L201PLAYGROUND MATERIALS ENLARGEMENT REFER TO SHEET L205 24'-6"25'-0"Proposed Building 111,802 sq. ft. FFE 855.80Courtyard F: Refer to Enlargement L207 Meet Existing Pavement 3 1.Addendum #03 12-20-2019 6 2. ASI #001 02-14-2020 6 05/27/20