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HomeMy WebLinkAboutC4.2_Street Plan Profile KEYNOTES V Q = Q o ` O MATCH EXIST. CURB, GUTTER, & SIDEWALK .. o a, FIELD VERIFY PRIOR TO CONSTRUCTION `� N � T O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% wco TO 4% CROSS SLOPE (PER. ACHD SD-806, 'i Z_ I.- -- -� �- -- - -- -- �- - - - -- - --• O CONSTRUCT VALLEY GUTTER PER ACHD SD-708 SD 301 & SD 303 Z - 3 Z 13 33 R,. IRIR IRR IRR IRS. IR IRR IRR IRR IRR IR IRS. IRR- iR IRR IRR- IRR IRR IR -I - IR IRR- IRR- f4 P��P PI PI PI PI PI PI�PI PI PI PI PI PI PI PI PI ® CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. a 17.91L I 13+32. 4 VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. 2703.40 TRC 17.94R = Z w O 2703.40 TRC O NOT USED W ~ 13+12.57 3 I 13+12.79 � W U) -16.50E F- 2703.09 TRC 0� 16.50R © CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED Z w 2703.10 TRC CURB. SEE DETAIL SHEET 4.5. ■iiiiiiiiiiiiiiiiii1 I I NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES Z W N 1 SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR W o O O O I 1 SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM O O I V THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS 3 O SHALL NOT EXCEED 5.00%. w 12+42.60 PC I NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE -16.50L I WARNING PER ACHD SD-712. 2702.11 TRC -. • O NOT USED �CNAL 11+82.48 7 � s GENSF�C�'L -16.50L �� ® CB #2A - INV ELEV: 2695.36 W/ 1' SUMP PER ACHD SD-604A, F 8+98.33 LP 9+33.57 10+13.57 O TYPE IV. CONST. 29 LF 12" C-900 CAD 0.34% TO CB 2B 8+53.57 10+93.57 2701.27 TRC -16.50L -16.50L -16.50E -16.50E -16.50E O = # Q 10/23/2023 2698-1 TRC 2698.36 TRC 2698.71 TRC 2699.50 TRC 2700-1 TRC 11+58.56 GC/PC �d 12+42.60 P INDEX MAP (QP,ao=0.98 cfs, QPzs=0.70 cfs) ^0 218 -16.50E 16.50R „ , O CB #26 - INV IN & OUT ELEV: 2695.26 W/ 1' SUMP PER N O 2700-1 TRC 2702.11 TRC 1 =300 ACHD SD-604A, TYPE IV. CONST. 0.5 LF 12" SDR-35 @ ��� 4 20.00% TO SG TRAP #2. vO 9 F OF ape - - - - - - (QP,ao=1.32 cfs, QP25=0.95 cfs) O - $ �� ® SEEPAGE BED #2 (PER ACHD BMP 20) & SG TRAP #2. w W W o SEE DETAIL SHEET 4.6 + - _ _ _ _ _ _ - o ;� S. _ _A CH��ELD A VE. 12+03.17 CHECKED BY: --+-�-- - _ 16.50R 11 CONSTRUCT MONITORING WELL #2A PER ACHD SD-627. DAVID A. BAILEY P.E. Q I ss.3 -- 3 3sa 21 s - - - s �69 s- - - .- '�'- 2� 2 2701.56 TRC SEE DETAIL SHEET 4.6 6 g 9 pp �p DRAWN BY: < F5% I F5% © CONSTRUCT MONITORING WELL #2B PER ACHD SD-627. JBD Q - => i O -- SEE DETAIL SHEET 4.6 M 0 13 9+06.33 p 16.50R 8+20.33 HP/PC 2698.44 TRC 11+58.56 GC/PC 16.50R �`L� -1 10+34.33 10+98.33 16.50R 2698.75 TRC 6 f 3 00 0 8+98.33 LP 16.50R 16.50R 2700.94 TRC 2699.71 TRC O O 16.50R 2700.34 TRC _ 3+22.00 PC 0 036.50R. 0 PC2698.36 TRC 9+70.33 11+61.44 -36.50L 16.50R 16.54R 2698.75 TRC O 2698.39 TRC 2699.07 TRC 8+21.33 00 8+93.33 PC 2700.98 TRC LOT LINE 0 0 16.50R zo 8+40.33 PC 0 2698.39 TRC F 36.50R i n N 698.79 TRC I� w I"� ►'') N o N N O � � 3+02.00 PC 0 0 8+73.33 PC 3+02.00 PC N O O -16.50L I 0 O 36.50R 16.50R 2698.79 TRC O o 2698.64 TRC 2698.64 TRC W 2+90.00 GC O O -16.50L I 0 2+90.00 GC j 2698.88 TRC O 0 16.50R I z 2+00.00 313> 11 2698.88 TRC -16.50L 4 7 2699.24 TRC ___ 2+00.00 _ t 16.50R W 2699.24 TRC 30 0 15 30 60 N U SCALE IN FEET - 2 00 PI�PI PI Pi- -2 • 1 1 -30 ' LL z 0 - 0 z n r L.L Z Z 0 II- W VJ 270 2709 270 2709 - 2 00 / L.L (a- + Q 0 MNW 270 2706 2706-- = 2706 m W U /� J �pZ JQ ``I �02 fl1WM W OM coW NNW U , 7 270 o 0 X O �' 2703 270 roco) cfl 1� cn Q w Q 2703 NN = +NU M� 2 0)0 �� Q •~Q FINAL GRADE AT NWT 140% / W 5 � N W +NQ N�50 �cV � + Zm ROAD 0 N W FINAL GRADE AT H J Q W m H J U Q W 2 U 270 anon N W U ~J 2700 270 N W= -JLU Q 0.99%_- - EXISTING GRADE 2700 J N J U AT OAD -0.40% - -- - - - - - - 2.009 00% --0.50% -0.50%-- --- EXISTING GRADE STA: 3 20.00 - -- 2697 AT ROAD ELEV. 2698.36 2697 2697 _ STA: 3 24.00 7 1 2697 W 0 ELEV. 2698.36 1/--STORM D IN 18" P RF PIPE O J Ow Q z 269 2694 269 + = 2694 W N 0 00 U Q = Plans Are Accepted For Public �/ Street Construction 269 2691 269 2691 By stamping and signing the improvement plans, the Registered DATE: Engineer ensures the District that the plans conform to all District 10-18-2023 ILL PAR P R O FI L W00 D M U R A- B LEA H FI E LD MAC U M B PROFILE Di policies and standards. Variances waivers must e tcal- H 0 R: "=3 0' H R: 1 "= 0' ly and previously approved by the District in Writing.. Acc cepptance PROJECT: o of the improvement plans by the District does not relieve the C2023-002 Registered Engineer of these responsibilities. SHEET VER: 1 "=3' ER: 1 "_ BY DATE: 268 +80 2+10 2+40 2+70 3+00 3+30 3+6-0688 268 +80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 5088 aDA COUNTY HIGHWAY DISTRICT