HomeMy WebLinkAboutCC - ACHD road widening Street Elevations T3N R1 E Sec# 19
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R8075800080 82.0Lt 45.5' Ease P) 4 r�� �" +80 / I o z a
Q� 82 'Lt. R8 75810020 BM#g
1572 70 ,ram Sawcut o.:� O Removal Of Obstructions, Item 201.4.1.C.1
S 1 1 191418 �`r��` i� /+ 1597 c�,;o�- _ 80'
39 2055 "' ` + ;n rn ro rn /� MICHAEL B o f 41 w o'
FUNDERBFUNBUURGG KATHRYN O� /� °cJ+� 41 �°J o O4 Remove Tree (6"+), Item SSP 29093
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0 m rn +iO+'O WELLS CYNTHIA M + o_
R8075800090 J HEA ROBYN ELIZAB H I 14 +� 8075810010 s'ced0 ro 40 Rebar ed ° er N OTrim Tree, Item SSP 29090
.. 44 38 J 44 / T 38 Ease x z 'sked��eq P r 6: u°
4 41 + 3 O4 Loose Riprap, Item 206.4.1.H.3
PORT AN POINT 1 48 +� 10.5'� N 48 ¢p ,/� 66 T 48 44 SP RTSp�o�l PnniTc HnA Gco.� 2 45 £
64
n'cuP +vi t 11 12" PVC - C900, Item 601.4.1.A.05.12A
1.5' Ease T 4.5' Ease(P) t 1 64 44
4.5' Ease P 64 LO 13.5' Ease(P) LOW" 1 Ease P 12
wn .. .. t or m
•n• t• �'•�'-.•'w• .-•y• z .�Z••��<• 'r 40. 12 18" PVC - C905, Item 601.4.1.A.5.18A
. • .. . . .. .. .....
40 /R All 23 15 17 35 z 48" Did. Storm Drain Catch Manhole,55 35 2 1 5
31 84 _ Item 602.4.1.E.1.048
2 °w^ on pip 1 0-cmP o 20' P 2 - -s' - w 11 93' 16 Catch Basin - Type I, Item 602.4.1.F.1
28 _
+ sew 1 P/� 58 21 P L P L .¢e / 11 9 55 32 °w" 1 58 14T 17 1 1 31 28 + 17 Pre"em t Sediment
di e t100x Size 1000
G 1 EG Tfe� EG EG -I--
- 32 -S9 - 55 Ele 2 3 1 6 47 D -EG E EG EG- 1 6
Field 23 Groundwater Observation Well, Item 602.4.1.Q.1
w r. w G w G 40 45 G 1 erify -G
in EP EP EP rP EP Abandone � w or, 6-Inch Vertical Curb & Gutter,
140' 71 / W G Pipe W W PI St W 28 Item 706.4.1.A.5
/ 51+57. 52+00 - Curb And Gutter, Type Curb Terminus,
47+00 48+00 N00' 34' 16.78"E 490 LO UST G V RD 50+00 82 51+00 �" Reber 29 Item 706.4.1.A.7.B
° 2654.69' 1 _1
Concrete Valley Gutters, Item 706.4.1.B.1
2 PI ta. 65' 11 41
1 / T 11 72' ,49+ 6.35 0
EP EP EP EP ,E 43 EP EP / EP 45 \ 31 Concrete Sidewalks, Thickness 5 Item 706.4.1.E.1.5
\ EP EP E 45 EP
42 47 T 32 Concrete Driveway Approach, Item 706.4.1.F.1
84 57 O4°� cr°� / ".1 a y T 45 41 31 84 ism cr°vel T
el r tfost Flel4 EG „�pQst Fi dxEenc 15'G° T post M 32 e 42 42 94' / 16 ck V Gravel e s 16 1 Ped. Ramp w/Detectable Warning Domes, Type MUP
31 28 cr° 28 30 35
47 VS (See Detail), Item 706.4.1.H.1.AMUP
42 ESN
82' -- s et R�i \ r crO�ei Gravel m 1 38 Asphalt Repair - Other, Item SSP 08125
m 2635.6
57 < 64 a 39 Gravel Repair, Item SP 02020
35 '`. � y 35 T � - T s s T T
' � .. 30' Q 3 'iJRt� YlhL••. _ .3oL di J3.iJ8.i id �a4i J'YdlV7SY74°8::TS: 35 O
awcut tI°J.oY y 40 Retain & Protect
O _ _ --�-- -� �- 48 41 Reference and Reset Monuments by ACHD
•- ••^8 •Ease P• ••• Ease P 67 as 1 N •�•� �•� r� 1
•P°st°r°• • 49 70
•.P°st°° D11 +82. 4910 2 46 L,fi 1z „swc LOW" ^'"y 28 Pe"'°9 LOw" 64 42 Remove & Reset Fence, Item SSP 20009
6,Ease T P P° , Ele z6E.09
•+81
46.0 Rt.
42 o�rt L°"ds°°e 44
t2" Q t / a
60'Rt. 3815' 38 5 4 � +75.4 � T � 40 40 43 Remove & Reset Mailbox, Item SSP 25080
3 .1 54. t.� i
51120233625 R7463830040 "0 a/w 9 mile creek '�♦♦ Od jr =S1 20223303 N
37 2146 - 74.2'Rt. Per oleo V + 44 Remove & Reset Sprinkler System, Item SSP 29101
1675 °'
SCHILD LESLIE R 2g 29 42 1950
+1 +27 Qj 33'•Ease P •+70 4 ODD GLENN C So cut t CH RCH OF JE S C RIST OF LA _R-DAY SAI S 45 Remove & Salvage Roadside Sign, Item 1135.01.0E
7 . 'Rt. 79.0'F'<C 79.O'RL TODD PAULINE G _ 821 Rt. 40
T3N R1 E Sect 20 48 Sod Repair, Item SSP 29064
`^QJ � 49 Hydroseeding, Item SSP 29060
47+00 48+00 49+00 50+00 51+00 52+00 55 Manhole, Adjust To Grade, Item 2030.4.1.A.1
OT St .49+ 9.05 PC I Sta. 1+4498 PT Sa.51+ 0.95 57 Gates, Remove & Reset, Item 2040.4.1.B.1.A
TBC Elev. 2640.33 PC Sta.51+ 9.95 ffset 48.00 Rt. BC Elev. 26 0.0E
TBC Elev 2641.61 Offs t 73.50'Rt. T C Elev. 26 9.75 M.E. Vert C rb Offset 29. 0'Rt. 58 Seepage Bed 3' Depth x 4' Width, Pipe Size 18",
C Sto.49+0 .90 PT St .49+38.90 PC Sta. +74.91 P T Sta.49+7 .05 Offset 29. 'Rt. P Sta.51+44 5 POT Sta 51+75.99 Item SP 06004
2642 T C Elev. 264).66 BC Elie,. 2640.43 TBC Elev. 640.43 T C Elev. 264 .33 GB Sta.51 20.12 B Elev. 2639 32 Offset 48.00'Rt. 2642 64 4" Topsoil, Item SSP 29050
xist. Crown Offset 29.5 'Rt. Offs 59.19'Rt. Offset 9.81'Rt. 0 set 73.50'R. TBC Elev. 2339.7 ffset 44.37' t. M.E. Vert Curb
PT Sta. 0+04.91 Offset 3 .50'Rt. PC Sta. 1+75.95 66 See Detail Sheet - Ninemile W Headwall, SHT 14
-0.45% TBC Ele 2640.22 PC Sta.51+ 9.48 TBC Elev 2639.99
T C Lt. & Rt. Offset 9.50'Rt. BC Elev. 26.9.75 Offset 44.68'Rt. 0% 67 See Detail Sheet - Ninemile E Headwall, SILT 15
2640 Offset 29. 0'Lt 2640
-Stci.50+00 70 Pedestrian Railing, Item SP 20109
Sta.402 I 0.44% Seepage B d 35.50'Lt. ta.50+98 0.307 -0.30% TBC
00 53.25" X 34" Concrete Elliptical Pipe, Class III,
Seepage ed 34. Ot Lt. 18" Perf. Elev. 2635 50 See a e Be 35.50'Lt 1'91 2640.1 1 900 SD I I P 9 71 Item 601.4.1.A.25
Perf. FL Iev. 26 5.50 S .00% Bottom Sa d Elev. 263 .00 18" Perf. FL Ele 2635.50 -1.80 o n 82 See Illumination & Signal Plans
2638 ott Of Sand Iev. 2613f00 2" C900 S Bottom Ro k Elev. 263 .50 Bott m Sand Ele . 2633.00?-I, IF— 9C74 ,n] 2638
op Of Bed E Iev. 26 7. 0 S=-0.63% Fop Bed Ele 2637.50 12" C90C SID I I 84 Patterned Concrete, Item SSP 07013
12" C9 0 SD d S=0.97%
S=-0. o o o 0 o 1 C9 0 SD
Baf le v. 66.25 0 0 0 0 0 0 0
2636 S-0. 6% 2636 *Salvage Signal Material to ACHD
8" Pert To Half _ _�.-9 D 18" Pert o Half PT Std.5�+ 9.48
S=0% S=- % utfall ® Headwall S-0 TBC Elev[ 638.90
C7 - a.49+5 .95 d Offset 15�.5 'LF
2634 E. 12" PVC r Vp 63 .1s �� -- 2634
_ - ------ - -
------ -- E ist 12" PVC Irrig Pipe --- POT tS 1 39.4E
�I
_ - offset o 'Lt. BENCH MARKS:
2632 Lito.51+09.48 mTBM #9 Chiseled Square
Catch Ba in 29.50'Lt. POT Sta. 1+76.35 2632 Ste. 51+39.35, 82.9' Lt.
1 FL Elev. 635.76(E,W) Offset 80.00'Lt. X-2,459,555.39
5 � X 34" on rete I M.E. R led Curb Y=700,599.21
EI ipRi al Pipe, CIa III II St .49+60 Z=2,637.93
S=0% J S G Trap 7.75Lt. Ste 51+0 .30
2630 R8' FLeEIe 62635.50(N PC Sta. 1+76.32 263
S& Trap 35.5 'Lt.
FL EIe . 2636.35 S 12" FL Iev. 2635.E (E) Offset 59.56'Lt.
ta.4 + 18' FL EIe . 2635.25(W 18" FL 71ev. 2635.5 (S) 0 20 40 Fr'
Catch Basin 29.50 t. 12" FL Iev. 2635.9 (N)
2628 12" FL Eev. 2637.25(W) Sta.49+21 Sa.51+20.12 L6Z8 Plan Scale
a. + Catch MIT 34.50'Lt.
2" FL Elev. 2636.31(W)
Catch Basin 29.50 Lt. Rim Elev. 640.72 y\0�0 F
12" FL EIe . 2636.70(EW) 12" FL EIe . 2636.60(E 05 GENS �
18 FL EIe . 2635.50(S \
262E 2" FL EIe 2636.60(N) 262E a y14901
47+00 48+00 49+00 50+00 51+00 52+00 oapPgTF OF
Revisions: Design By: DPC/MD Date: Sept 2022 Drawn By: DPC/MD Date: Sept 2022 Survey By: ACHD Date: Jan 2019 - �HRVW.AEG
Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org Project Number: 519034.001 Locust Grove Rd, Victory Rd/Overland Rd Sheet 11 of 25