HomeMy WebLinkAbout4.3 SHEET ROADWAY PLAN AND PROFILE V11s 20
O O
WILLOWSIDE 2+36.93
SEE SHEET 4.1 2538.16 TRC
2+16.93
_.2537_6 .SRC 2+54.00 GC
2538.46 TRC
2 69 21
24
5+93.54 GC
2539.82 TRC
\
+
2538.52 TRC
3+25.21
2538.75 TRC5+4521
3+81.21
2538.97 TRC
4+37.21
4+91.21
2539.20 TRC
2539.41 TRC
2539.63 TRC
I
oz�
2
P
0��
'L5�
1.72%
253g
0
'^
!�'J N
M�-_-�_
_
__
Y
_f-- _
I
�I -_-i__
N
0
0.53%
W. APGAR
S
�
1
2
54100
t
-
.01
2+69.21
2538.52 TRC
2538.75 TRC
3+81.21
2538.97 TRC
4+91.21
5+45.21
2+54.00 GC
2539.20 TRC
2539.41 TRC
2539.63 TRC
2538.46 TRC
WILLOWSIDE
2+17 07
2538.51 TRC
5+93.s4 GC
SEE SHEET 4.1
2539 82 TRC
2+37.07
2538.37 TRC
5+99.21-
2539.85 TRC
12
11
10
O
O
2550-
2547
BLOCK
19
9+26.64-
2540.80 TRC
25
26
27
28
29
9+06.64
2541.16 TRC
30
1
8+94.77 GC
2541.29 TRC
5+99.21
8+88.71
2539.85 TRC
8+35.21
2541.31 TRC
2541.07 TRC
6+19.21
6+73.21
7+27.21 HP
81.21
8+84.77 HP
2539.95 TRC
2540.23 TRC
2540.51 TRC
421540�39 TRC
2541.33 TRC
KEYNOTES
OCONST. 5' MEANDERING SIDEWALK PER ACHD SD-709.
VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN.
02 CONSTRUCT MID -BLOCK PEDESTRIAN RAMP PER ACHD
SD-712G.
NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES
SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR
SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM
THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS
SHALL NOT EXCEED 5.00%.
NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE
WARNING PER ISPWC SD-712.
Q3 CONSTRUCT CONCRETE DRIVEWAY APPROACH W/ WING
ON WEST SIDE ONLY PER ACHD SD-7108 W/ 12'
THROAT WIDTH.
NOTE: SIDEWALK DIRECTLY IN THROAT MUST BE 6"
THICK.
¢ CONSTRUCT GRAVEL ACCESS PAD PER DETAIL SHEET
4.2.
5g\ONAL FNc
�\STER�o GF
F
2 03/11//2022
� H 2
'FETE OFF
S. CRP
CHECKED BY:
DAVID A. BAILEY P.E.
V)
31 z
3
ELMSTONE o
SEE SHEET 4.4
n
x
I a
0- a
a = r
U
4 N a N
W
N N
O N
� N N
i-
,7` ,.n%
> »q,
3 00
W
to
a
o N
i540
o 254� 3 2547
>
N
0
wZ
O
M
°' m
3
o m
W. APGAR ST.
07
C 70%
W
N N
J
V7+81.21
8+84.77 HP
m
•
-6+19.21
2539.95 TRC
6+73.21\_7+27.21
2540.23 TRC
HP
2541.33 TRC .31 TRC
254131 TRC
it
•
2540.51 TRC
2540.79 TRC
4
LL
8+94.77 GC
p
I5
O
8+35.21
2541.29 TRC
Z
2541.07 TRC
e'
O
ELMSTONE
9+06.90
2541 20 TRC
SEE SHEET 4.4
9+26.90
O
O
O
O
2541.17 TRC
O
2544
M
W
o a
0
+'M
=
U
pl
OWO
O'�
OLO
ZO
MQ
U)
LLJ
OM2q,
I
10�U
N+n
FINAL GRADE AT
W Q /
O
W
ROAD
NW
0
- - - - - - -
N
>
NWCA
W-�-
0.52%AJ
- \
-- ��
Q+N
---------
N
(iiNW
-2
200+
-------------
-------
0.40%----------
-----
- - - - - - -
J
2538-
STA: 2
EXISTING GRADE
AT ROAD CL
ELEV: 2537.85
2535
2532-
-------------�--
STA: 9+24.77
ELEV. 2540.78
42" RCP CL V
30 0 15 30 60
SCALE IN FEET
1"=30'
Ld-
Z
0
I-n
\
L�
L
Z
2550
0
Z
m
0
2547
W
(n
W
Z
i
N 2544
L
w
Y
W
Cj
W I'I
2541
Q
W
U
�
2538
Q
OI
m
Q
C
J
2535
O
Plans Are Accepted For Public
2532 Street Construction
DATE:
DAPGAR PROFILE
HOR: 1 "=30'
g� VER: 1 "-3' 25
252T+'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+�30 6+�60 6+�90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9++60 29
'013'013-0244
SHEET
AU)