HomeMy WebLinkAboutPZ - Roadway Plans Intersection of Ustick/McDermott Rd. ITD-PI a n-08/2 019
�/1/�T 2430+4 84 8� MA +01.42,
- A CH LINE ST 5.49' LT CH LINE S7 102.54' LT T4 N, R 1 W, B..M.. 80 610-0T5B SA FENCE TY 413( 222.65'RT TO
30+ A 2430+7p 5901-07C SE4 SE4 SEC. 32 WOODSIDE AVENUE 356 STA 2030+40.00,76.34'RT
�A. 4 .
50 614-025B
2026+85.44, U � � 2028+06.17, 259 FT STA 2028+07.50,120.11'LT TO
m 614-025B- 1' _ �100 10' LT INVESTORS LLC STA 2030+40.00,95.41'LT
- - - - - - - - - - - - -
101.76' LT R=6.00' - -
2026+ 2; L5 a R=20.00' 35' 610-035B 610-100A GATE TY 1
101.62' .0 I +41.41, +64.37, I
R=10.00; '� 100.10' LT r 100.10' LT 1 EACH STA 2028+38.93,94.98'LT
Ix d Q%C II 1 EACH STA 2028+46.73,85.03'RT
2026+54 90,00 2430+60.70, I I + -^"" J 614-015A SIDEWALK
83.2 P LT 35.50' RT 1"I""' """" """" """" "" 156 SY STA 2025+60.00,74.00'LT TO
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610-100A 614-015A STA 2026+85.44,101.76'LT
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' ...." "' "' -10.00' 0 97 SY STA 2025+60.00,74.00'RT TO
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n•1 2430+00.31, STA 202 + . ,74.00'
_ 361 SY STA 2027+39
.41
,106.56'L LT TO
o SIDEWALK 5.50' LT I o STA 2030+40.00,84.10'LT
N 20 +70.76, I " "'-"'� "'- ••• --- ----"' 250 SY STA 2028+15.00,74.82'RT TO
I 2026+84.36, 100.1 1' LT R=10.00' STA 2030+40.00,66.33'RT
615-492A w 2027+75.04,
63.50' LT I n 615-492A 614-025B CURB RAMP PERPENDICULAR
2026+44.93, 93.86' LT EGIN TAP (PERPENDICULAR)
b 74.00' LT R=5.00' PC 2429+92 71 I 174?0+ LT RETAI ROTECT +96 I rn 94 SY STA 202sy STA 7+41.33,97.49'LT
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O I w v J✓ w w w o ow I w 1 w O 240 FT STA 1427+62.83,30.26'RT TO
N -2026+36.09, - - - - - - - - 59.50'-L1 _ _ _ - - _ _ _ _ _ _ - - - - - - - - _ -m nl STA 1428+70.72,53.44'RT
I 0.00' LT 5912-05E oa 36 FT STA 1428+78.69,34.95'RT TO
2026 2027 2628 S89°18' 20 9 UST RD 615-256A 2030 '^ < STA 1428+92.87,41.43'RT
In 36 FT STA 1428+80.99,49.99'RT TO
W I 2650. STA 1428+94.58,55.91'RT
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Z v_ I_ _ _ _ _ _ _ _ _ _ _ Z STA 2027+52.72,1.99'RT
J N - - - - - - - - - - - - - - - - - - - - -
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MU:I R/� R/W R/w � R/w I R/w R/w R/W STA 2030+40.00,1.00'RT
2
QI USTICK RAMP AB STA. 1429+38.09= rn n 8+79.8 PER w N (CONTINUED ON NEXT SHEET)
o USTICK RAMP BC STA. 2429+32.60= N 615-256A I 5911-OSN 21.00' RT +81.07, N L'i I Q
I m USTICK RD STA. 2026+84.08 53.48' RT o m m
1O 614-015A R=1.00' R=178.50'
2028+47.12, 2028+58.00, 615-492A
65.03' RT 54.34' RT
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I SIDEWALK 2026+53.54, 1 ss� I o SIDEWALK
63.50' RT ) R=63.50' k....•I NOTES
n
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N 5901-06X 1428+67.79, I ••• • ••••
a 2026+47.06, I s 102.59' RT .•""I" - 2029+00.51, 614-015A DRAINAGE FACILITIES.
0 74.00' RT f C3 2028+47.41, 71.56' RT 2. REFER TO IRRIGATION PLANS FOR
75.03' RT
-...-...f-..._...
2026+54.54, _...�-.••-• PROPOSED DITCHES, CANALS, AND
64.50' RT a s 2028+53.35, I OTHER IRRIGATION FACILITIES.
614-025B f' I 1-07C 84.34' RT
1428+60.33, Q 1 610- I 3. REFER TO UTILITY PLANS FOR EXISTING
v / +9 AND PROPOSED UTILITIES.
17.50' LT f / 10 RT 2028+15.00,
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o I STA 1427+35.00 rl\ - 610-0356
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ul
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a ••• 1427+3 N = 718282.12020 0 20 4C E = 2432978.789 GisreR_FN�y�
Scale: 1" = 40' a ' - - _ _ 115.82' RT
-
" ° REVISIONS DESIGNED PROJECT NO. ROADWAY PLAN SHEET ENGL I SH ( p
SCALES SHOWN 5
NO DATE BY DESCRIPTION B. STARK ARE FOR 11" X 17" IDAHO DAHO SH-16, USTICK RD TO US-20/26
v DESIGN CHECKED COUNTY
PRINTS ONLY TRANSPORTATION RTATI N A
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n D. WITTHAUS APRIL 2022 YYY AND ASSOCIATES INC. STA. 2025+60 TO STA. 2030+40 SHEET 191 OF 762
ITD-PI a n-08/2 019
(CONTINUED FROM PREVIOUS SHEET)
615-492A CURB&GUTTER TYPE 2
+6% +6% 176 FT STA 2025+60.00,63.50'LT TO
-
STA 2430+44.88,5.49'LT
115 FT STA 2025+60.00,63.50'RT TO
+4% +4% STA 1428+50.29,17.50'LT
350 FT TA 2430+70.00,35.50'RT TO
+2% +20/. STA 2030+40.00,57.38'LT
- - - - - - - - - - - - , - - - -,- 332 FT
STA 1428+13.10,82.52'RT TO
STA
— — — — —
2 + 0.0
�- PROFILE GRADE LINE 0%
- - - - LT --- -- --- 615651A TRAFFIC SEPARATOR TYPE1-
2% RT -0.5% — p -—- — — _ LT -2.0% 2% 76 FT STA 2025+60.00,0.00'RT TO
— ------ — — — -- -------- STA2026 360 00 RT
p o RT---- --- -- '
-4% + p -4% S901 06X ABLE WARNING
0%
- SP DETECT
p SURFACE
6% + -6% 1 EACH STA 2027+09.20,69.15'RT
1 EACH STA 2027+26.19,69.26'RT
1 EACH STA 2027+49.16,19.03'RT
2026 2027 2028 2029 2030 1 EACH STA2027+57.74,3.50'RT
USTICK ROAD SUPERELEVATION DIAGRAM
S901-07C SP UTILITY VAULT
2544 2544 1 EACH STA 2027+96.52,102.91'RT
1 EACH STA 2028+01.42,102.54'LT
- - - - - - - - - - - - - - - -' - - - - - - - - - S911-05N SP UTILITY
823 FT STA 2027+96.52,102.91'RT
STA 2028+01.42,102.54'LT
S912-OSE SP MEDIAN CONCRETE
156 SY STA O
+
STA 1428+70.72,53.44'RT
2540 2540 4 SY STA 1428+78.69,34.95'RT TO
STA 1428+92.87,41.43'RT
6SY
- - - - - - - -
B.M. STA 1428+80.99,49.99'RT TO
STA 1428+94.58,55.91'RT
2531.99' 11 SY STA 2027+35.86,21.07'RT TO
STA 1427+51.72,1.00'RT
B.M. r,1 0 536 SY STA 2027+55.00,21.00'RT TO
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n D. WITTHAUS APRIL 2022 YYY AND ASSOCIATES INC. STA. 2025+60 TO STA. 2030+40 SHEET 192 OF 762
ITD-PI a n-08/2 019
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- - - - - - - - - - - -
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MATCH USTICK ROAD PROFILE.DETAILS. I +2%
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n D. WITTHAUS APRIL 2022 YYY AND ASSOCIATES INC. USTICK RAMP AB & BC SHEET 193 OF 762
ITD-PI a n-08/2 019
MATCH LINE STA. 2529+00 T4N, R1W, B.M. 405-245A APPROACH
1 EACH STA 2033+76.00,65.46'LT(W=20.0')
610 035B - i I 1 EACH STA 2034+90.18,61.17'LT(W=30.0')
x I 1 EACH STA 2035+05.95,54.24'RT(W=20.0')
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n D. WITTHAUS APRIL 2022 YYY AND ASSOCIATES INC. STA. 2030+40 TO STA. 2035+20 SHEET 194 OF 762
ITD-P I a n-08/2 019
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634-005A MAILBOX
1 EACH STA 2033+93.12,44.77'LT
-+6% +6% 034+87.8 1 EACH TA 2 8,37.00'RT
1 EACH STA 2035+12.30,40.30'LT
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972-05E SP MEDIAN CONCRETE
+2% +2% 762 SY TO
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0% PROFILE GRADE LINE 0%
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--- --------- —- -—- -—
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