HomeMy WebLinkAboutC4.3_Street Plan Profile f
I I I I I I I I
KEYNOTES
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O MATCH EXIST. CURB, GUTTER, & SIDEWALK o rn
- FIELD VERIFY PRIOR TO CONSTRUCTION N T
19 O C O C O O O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% = C'3 w co
TO 4% CROSS SLOPE (PER. ACHD SD-806, 'y Z
2+00.00
i -16.50E i i i
SD-301, & SD-303) Z
RCI 10
2704.89 T
19 Q3 CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD g
1 42 p0 � 2+17.26 PC i i i i i i I I I I
SD-712G. a
-16.50L ■ENEM
2705.06 TR - o
® CONSTRUCT PEDESTRIAN RAMP, TYPE 'H2' FOR ROLLED �A �
N
CURB. SEE DETAIL SHEET 4.5. Z W
-- - 2+00.00 'o _ __ _B� _C_G� __ _
Uj
16.50R s /�
2704.89 TRC __ �/
O CONSTRUCT PEDESTRIAN RAMP, TYPE 'H7' FOR ROLLED � W
2+17.26 PC AR1 0.0' CURB. SEE DETAIL SHEET 4.5. W W
PI PI�PI PI PI PI�PI PI
MENEM
16.50R Z �
2705.06 TRC 2+44.75 PC
NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES �. o
1 SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR Z W co
R107.0'
1 O -16.50E SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM W a Cl)
11 2705.34 TRC co o
I THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS
SHALL NOT EXCEED 5.00%. ? w w
2+44.75 PC-` - rn
0 b.
I UK3 13' NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE w
_ ^ 2705.34 TRC 3+20.13 PC WARNING PER ACHD SD-712.
\ -36.50L
12 2+87.13 PC 2706.08 TRC 0
1 -34.00E 4�7 $ 29 30 6 SEE CONSTRUCT
IL SHOEET0416G WELL #3A PER ACHD SD-627. ��NAL F
1 2706.10 TRC 3+19.08 PAO C 31 7 CONSTRUCT MONITORING WELL #3B PER ACHD SD-627. t�,Ss N
3+21.58 PC 1 I -16.50LF7 O SEE DETAIL SHEET 4.6 p� \C'E SFO 2t�`
I i� 2706.110 TRC 2706.08 TRC Q� 10/23/2023`3 � MAP
2+67.13 GC/PC 00 4+13.13 INDEX» > 2021
-14.00L -16.50L 1 =300 N�� �
3+41.58 PC 2706.58 TRC �� 3+39.08 PC 2705.17 TRC
O�q F OF 516 -36.50L 4+88.13
2706.58 2706.26 TRC 4+25.01 GC -16.50L H B• Ov
4 3+40.13 GC/PC -16.50L 2704.74 TRC
-16.50L 2704.99 TRC
" 2706.26 TRC 7 CHECKED BY:
1 - DAVID A. BAILEY P.E.
i _ DRAWN BY:
- - __W- JBD
0
�i + 00 _ -ao 56 _ - o o w
� 2�01 END OF - .�0�° s 'Z705�- "� -_T - +1 PUBLIC ROW e s
U
o - Q
I 2+55.14 PC 3 $
14.00R 3+20.13 4+25.01 GC
2706.77 TRC 16.50R 16.50R 5+25.01
1 2706.36 TRC 2704.99 TRC 16.50R
1 2+67.13 GC/PC 2704.59 TRC
16.50R 2+85.00 3+40.13 GC 4+45.00 0
2706.63 TRC 16.50R 16.50R 3+65.00 16.50R n
2706.54 TRC 2706.26 TRC 16.50R 2704.91 TRC rx
1 2705.89 TRC N
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W
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1 16 17 18 19 � z
I C
I ; W •
30 0 15 30 60 ` v
IIIIIIIIIIIIIIIIIIIIIillillillillillIj U
SCALE IN FEET LLZ
1"=30' 0
0 z
n r
L.L Z
Z
0
II V- W
J
271 2712 271 2712 z m 0
O 04 W W
In o p 7Ill . Z ,'� � M M cW) 0 < _D
Zjign-01
NUi N + U •Co
� �O 2 W j
W
0^ 0_ 2709 ��� N .. W N U +N cqZ � W 709 V I
270 Z 270 �, 2 n
0�W W V)W N M �J V) QW Q +NU N li
+N FINAL GRADE AT c- U)WC�� (~!)W W
= ROAD ----04
0.80%_-- Q W Q Q = W
HJ~ _ -- --0.50%- ---0.50%- - --- - _ NWW U 0
270 N W - 2706 270 --- -- - - - FINAL GRADE AT Q 2706 J
- - 1.509, R AD
EXISTING GRADE
AT ROAD \ -0.40%
rn
2703c 2703 270 2703 V
AT ROAD W
® 0
J
2700- =2700 270 2700 z -
0 W
Plans Are Accepted For Public N U r
2697 =2697 2697 2697 Street Construction
STOCKPORT PROFILE R I N O N PROFILE By stamping and signing the improvement plans, the Registered DATE:
Engineer ensures the District that the plans conform to all District 10-18-2023
H0 R. �' H R; "= Q' policies and standards. Variances or waivers must be specifical- PROJECT:
y and previously approved by the District in writing. Acceptance C2023-002
V E R: 1 "=3' E R. 1 "= ' of the improvement plans by the District does not relieve the SHEET
269 �694 2694 ?j694 Registered Engineer of these responsibilities.
1 +80 2+10 2+40 2+70 3+00 3+30 3+ 0 1 +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+ 0 BY DATE:
ADA COUNTY HIGHWAY DISTRICT 4o3 -,A