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HomeMy WebLinkAboutC4.1_Street Plan Profile M E KEYNOTES V __ 0 � d OMATCH EXIST. CURB, GUTTER, & SIDEWALK np� Q °' FIELD VERIFY PRIOR TO CONSTRUCTION V co O O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% w O O O TO 4% CROSS SLOPE (PER. ACHD SD-806, ■� Zco O O SD-301, & SD-303) L la � Z � I O CB #1A - INV ELEV: 2694.29 W/ 1' SUMP PER ACHD SD-604A, TYPE IV. CONST. 29 LF 12" C-900 @ 0.34% TO CB #1B ■- a (QP,00=0.89 cfs, QP25=0.64 cfs) %�■1w/, N ® CB #1B - INV IN & OUT El2694.19 W/ 1' SUMP PER W Z W ACHD SD-604A, TYPE IV. CONST. 0.5 LF 12" SDR-35 @ U) d 20.04 GC/PC 4 16.39 20.00% TO SG TRAP #1. W -16.50E 2697-1 T0L 5+36.57 6+15.57 6+94.57 (QP,o�1.35 cfs, QPzs=0.97 cfs) 4) Z w 2697.15 TRC -16.50L -16.50L -16.50L 7+73.57 ,� 3+96.59 2697.62 TRC 2697.93 TRC 2698.25 TRC -16.50E 5 SEEPAGE BED #1 (PER ACHD BMP 20) & SG TRAP #1. ccC'3 U) � a -16.50L 2698.56 TRC SEE DETAIL SHEET 4.6 Z - M 00 2696.99 TRC 7 © W CONSTRUCT MONITORING WELL #1A (x3) PER ACHD C/) of - - - - - - - cV SD-627. ui Ld O SEE DETAIL SHEET 4.6 °' a 3 S. LEA CHFIELD W W - - w c' w 3+76.03 B A F ~ CONSTRUCT MONITORING WELL #16 PER ACHD SD-627. -16.50E - --�h- - --+_ �" _ __ _ _ o - i� i� _ o w O SEE DETAIL SHEET 4.6 2696.86 TRC �+ - - - _ 269 - - s - s 2698 0 .o. z NAL FNG d 1� - - - - - - - �� LENS - 10/23/2023 5 6 g 6 INDEX MAP 20218 3+39.12 4+55,39 Q 7+57.04 -16.50E O 16.50R 5+47.04J 6+17.04 6+87.04 16.50R 1 "=300' y�• _ _ o 2696.61 TRC 16.50R 16.50R 16.50R 2698.50 TRC OF \�. 2697.94 TRC 2698.22 TRC 3+36.00 GC/PC 2697.66 TC � �qN B Ov�Ge' 16.50R 3+36.00 GC/PC 2696.59 TRC a -16.50E - 4+85.04 CHECKED BY: 2696.59 TRC I r^ 3+28.00 4+20.04 GC/PC 16.50R DAVID A. BAILEY P.E. v J 16.50R 16.50R 2697.41 TRC 2696.56 TRC 2697.15 TRC DRAWN BY: JBD O O 3C I � O I 2+65.07 I � -16.50E I Q 2+64.00 - 16.50R.269631 TRC O -a I I 2696.30 TRC 1 p I 3 F I a � W 4 I7' S I ` N 3 3' 0 Ia I (/') W o CD I 2+00.00 0:: Z 2+00.00 16.50R -16.50L NI 2696.05 TRC 2696.05 TRC 3O IIIIIIIIIIII0I 15 30 60 ♦ 2 00 P� P� -- --- • 1 N ♦�__ __ __ 1"=30' Wj PI PI _-pl � LL • Z Id II 0 Z 3 S A SSSI SS ,q SS IW W w w w W IaI 0 WS 5 S S 5 S I 0 270 2706 m J Q W J V) 270 M 00 2703 p 001 W W 0 PO LL1 �N� W ONU J . O Q = I M O Z N� QWU _j O� MaOi= OU _ (%W= 270 OOX +NU w FINAL GRADE AT 2700 + > H J O ROAD -0.50% >O N W 0 Q QW~ NWT NWU 0.40% - - - - - LL V _ _ _-__ 2697 NWT 0.66% ----- --- N 2697 ® W 0 0.40% --- - - - - - _ - EXISTING GRADE j ---- - -- -- -- -- -- --- ---- ---- ---- 12" C-900 - - - - - -- AT ROAD IT 0 H Z STORM DRAIN • 2694 18" PERF PIPE O w 2694 0 W 00N �/ U • • Plans Are Accepted For Public I..L H = Street Construction U 269 ~ 2691 By stamping and signing the improvement plans, the Registered 110 DATE:18-2023 Q Engineer ensures the District that the plans conform to all District W 0 0 D M U R RA-BLEACH FI�LD-MAC IU M B 0 PROFILE M Di policies and standards. Variances waivers must be specii PROJECT' ly and previously approved by the District in writing. Accepttancence C2023-002 >> > of the improvement plans by the District does not relieve the SHEET H 0 R: 1 =30 Registered Engineer of these responsibilities. VER: 1 ��=3' BY DATE: a,688 ADA COUNTY HIGHWAY DISTRICT 268 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+ +6 30 60 6+90 7+20 7+50 7+80 8+10 8 4011 ]