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TED4001226.6
STA. 16 +34.5 CONST. TYPE 'D' CONC. DRIVEWAY W =/6' ADJUST MON. / CASE & COVER 17 16+70.00+1 INT. N _ ---- —�- WM —rH Q- O p l0 /0 co O 1 20 20' O X I �I STA. 16+ 06.0 (pi CONST. T YPE 'D' CONC. DRIVEWAY W= /O' SEE SHEET l0 OF l0 230 �p 225 I' O` + co 220 cfl cV 215 225 O O 220 O + 215 210 225 220 215 /7 4.00% QOH 23. 58' L = 23. 58' L12 L12 L12 U �v 0 N 0)co b N Q. o + 0 + O p upp — -- _ - SSMH 18 -T ri STA. 16 + 90 TO STA. 17 + 90 CONST. CONC. SIDEWALK PER DETAIL 'B, SHEET 2 4.00 EXIST. rL GRADE 18 AVE. STA. 18 +45.0—� CONST. T YPE 'D' CONC. DRIVEWAY W=/O' S. — — 2„ W-- /9 /0"SS �,, = 20 HORIZ. SCALE l = /0 VER T. /9 PROPOSED TOP OF CURB, EAST- PROPOSED GRADE PROPOSED TOP OF CURB, WEST CURB RETURN DATA R 9 L T © 8 K 15' 90° 00' 00" 23.58' 15.00' 15' 9/° 29' 05" 23.95 15.39' 15' 88° 31' 00" 23.17' 14.62' STA. 19 +27.0 CONST. TYPE 'D' CONC. DRIVEWAY W=IO' v Lw 3.70 60' JOIN EXIST. PAVEMENT O a ADJUST _ EXIST. CATCH BASINS TO GRADE AS o REQUIRED O N v N N 20' 20 + O (ZM C)(6 N O CB _ B NI I � I �i N �— 20+82.05 1 20-H95.10 M N — 20 rL INT. 2/ INT. M N SSMH kSDMH N Z BARRICADE F Q \ INSTALL MON. z y CASE & COVER CL O� QZ' N" OLu r j OU 20 L = 23.95' Lla L/ L/ ti ti V' O o p N N ON N N d. O LoO + -}, p O � N �N 3.70 0/0 m 0 O 2/ K , L= 23.17' v Q U CQ 6 W rn~ M °� o°�' co cU ro4. ON N,� Nr N NNN — 60' V. C. P. I. = 235.80 C6 m 6 OV p �1 o 0 O �� o� o 0 to tp 0 0 p O N h 0 O M cfl N� +N p� co �.� �tl' pn N� + N �N NN "± + N N O + NN ro Q� NN N N N NN 4.00%Al — --_. C� Z W o� +, c\jN 4.4 0 ns L.I.D. 2 93— STREET IMPROVEMENTS CEDAR AVENUE SO. SO. 3RD. S T. TO SO. 9 TH. Sr. RLB 5175 RL B ANT AS SHOWN A 6 /0 3 - l f 103