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HomeMy WebLinkAboutC4.4_Street Plan Profile KEYNOTES V Q = Q o .i M OMATCH EXIST. CURB, GUTTER, & SIDEWALK ■� N FIELD VERIFY PRIOR TO CONSTRUCTION J 2 O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% LU ■IIIIIIIIIIIIIIIIII Z F CID TO 4% CROSS SLOPE (PER. ACHD SD-806, L 33 34 SD-301, & SD-303) Z 31 32 O O CB #3A - INV ELEV: 2700.89 W/ 1 SUMP PER ACHD SD-604A, 5 0 = 7+13.13 TYPE IV. CONST. 29 LF 12" C-900 ® 0.34% TO CB #3B. ■� a -16.50L 7+32.83 GC/PC 35 (QP,ov--1.01 cfs, QPr5--0.72 cfs) 2703.84 TRC -16.50E N 5+63.13 2703.76 TRC 8+46.21 ® CB #3B - INV IN & OUT ELEV: 2700.79 W/ 1' SUMP PER = Z W -16.50L 6+38.13 -16.50L W 2704.44 TRC -16.50E 6+99.07 LP 2703.19 TRC ACHD SD-604A, TYPE IV. CONST. 0.5 LF 12 SDR-35 ® ll Z) 2704.14 TRC -16.50L 7+7g 86 20.00% TO SG TRAP #3. ►� Ll 2703.89 TRC -16.50E 36 (QP,o�1.56 cfs, QP1.12 cfs) W w 270�52 TRC Z r; 8+31.21 PC 05 SEEPAGE BED #3 (PER ACHD BMP 20) & SG TRAP #3. U) -16.50L SEE DETAIL SHEET 4.6. Z I.- (0 LU 1 2703.27 TRC 9+10.96 o -16.50E _ 2703.03 TRC © CB #4A - INV ELEV: 2699.91 W/ 1' SUMP PER ACHD SD-604A, W J o i- - w w w w - Lz- 9+02.62 LP/PC TYPE IV. CONST. 29 LF 12" C-900 ® 0.34% TO CB #4B. w 4 w o W. _ RINC _ _ _ o W 38 (QP,o�1.18 cfs, , O w 3 -16.50E QP�0.85 cfs) = i_ _ o _ _ 2702.91 TRC O CB #4B - INV IN & OUT ELEV: 2699.81 W/ 1 SUMP PER �c� _`r co_ 2704 o ACHD SD-604A,+ --� TYPE IV. CONST. 0.5 LF 12" SDR-35 _ 4 20.00% TO SG TRAP #4. NAL � s (QP,o�0.67 cfs, QP�0.48 cfs) ��SS\O ENS SF�G'j?� U s w �� FO �N O t7t \S 8 SEEPAGE BED #4 (PER ACHD BMP 20) & SG TRAP #4. Q� _ 10/23/2023 g g O \S \ \� 6 916 50L INDEX MAP+21.37 SEE DETAIL SHEET 4.6. 218 6+05.01 5 O O \ 0 2703.19 TRC ��_ 0 CONSTRUCT MONITORING WELL #3A (x2) PER ACHD N O 16.50R 6+85.01 n O 2703 1 =300 g SD-s27. 2704.27 TRC 2703.95 TRC 7+32.83 GC/PC o O -�_ 7 a, SEE DETAIL SHEET 4.6 `��9 F D � � o ' � P 2703.76 TRC 7 16.50R 8+31.21 PC 5 \ 6 ® CONSTRUCT MONITORING WELL #4A PER ACHD SD-627. H 2703.54 TRC 16.50R s� ` 9+50.54 SEE DETAIL SHEET 4.6 6+99.07 LP 2703.27 TRC \ -16.50E 16.50R 8 \ 2703.63 TRC CONSTRUCT MONITORING WELL #4B PER ACHD SD-627. CHECKED BY: 2703.89 TRC SEE DETAIL SHEET 4.6 DAVID A. BAILEY P.E. 9+02.62 LP/PC DRAWN BY: 16.50R JBD 2702.91 TRC Ft2�0 20 21 22 23 9+58.46 PC O I -16.50L 9+58.46 PC D� 2703.75 TRC 16.50R 2703.75 TRC 10+16.93 10+00 3 10+16.93 7 16.50R T -16.50L 2704.62 TRC 2704.62 TRC 10+26.74 o 18.06R 1 10+26.63 1 -18.14E 2704.80 TRC _ 2704.80 TRC U PI- F pl PI PI-PI PI PI PI PI PI PI PI � PI PI PI PI PI- IR=_ IR _- -_ -_ -- IRR _- IR _ IRR IR -_ IRR IRR IRR IRR IR IR ^ IRP. IRR IRR IRR N I W IV=2J01.5J' -- -- -- -- --- INV E=2J01. ��>n�1-12 P NV U.=269813' INV 5=27W W Q I I 0:: z I 30 0 15 30 60 W I N SCALE IN FEET J U 1"=30' LL . Z 0 0 z n r L.L Z Z 0 II- W 2712- -2712 VI 2 2709- M 00 =2709 0 LLI O X OR m J 0OV) C rn< O ONw O^a MO= Z � = toNm �NU �pH V QW~ W 270l .. W 0 Z m ~w M =2706 j FINAL GRADE AT JQ F J W CL _ > ROAD N W U f!1 W C9 U -0.40% J o Q ^ W - - - - - - - - - -0.40% WJU 1.50% l� W 270 =2703 EXISTING GRAD J 0 W AT ROAD q 12" C-900 12" -900 STORM DRAIN STORM DRAIN 2 18" PERF PIPE I 2700� " IP LE R IF LE =2700 U RINCON PROFILE W N ® 0 Q HOR: -30 � J 269 +l ; ; 0 0 VER: 1 -3 - J 26697 z 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 20 1020 0 W N Plans Are Accepted For Public N U r Street Construction By stamping and signing the improvement plans, the Registered DATE: Engineer ensures the District that the plans conform to all District 10-18-2023 policies and standards. Variances or waivers must be specifical- PROJECT: ly and previously approved by the District in writing. Acceptance C2023-002 of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT K: 4 4