HomeMy WebLinkAboutC4.55_Roadway Details Intersection Details 2546.09 2546.01 TA/6B: 2545.97 LIP/GB: 2545.68 2546.01 2546.09
Sheet Notes:
fi 1__ 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
16'PUBLIC UTILITY I �� G'6, I I 16'PUBLIC UTILITY OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
EASEMENT O
I I EASEMENT SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
RIM: 2546.25 8'ACHD
-------------
ALLOWED ABOVE THE MAXIMUM SLOPES.
EASEMENT
8'ACHD o �� 8 �� o _ = Q oc
I EASEMENT r 3: I I - ______ 2. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE
LIP: 2545.71 LIP: 2545.71 °C I I FOLLOWING ABBREVIATIONS:
2546.24
2545.92 c� 06' 2545.92 2546.25 I I GB-GRADE BREAK
FLOW LINE
G
LIP-LIP OF CURB 7
LIP/GB: 2545.69 LIP/GB: 2545.69 I I MX- MATCH EXISTING
2546.40 I
2546.40 2546.31 2546.23 I RIM-RIM OF STRUCTURE
2546.31
2546.23 I TA-TOP OF ASPHALT
I I
2546.44 ' LIP: 2545.68 I LIP: 2545.68 2546.44
3. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN &PROFILE.
4. FOR ADDITIONAL INFORMATION ON STORM DESIGN, SEE DRAINAGE&UTILITY PLAN.
I
LIP: 2545.68 LIP: 2545.68 1. � I i ,�
1.5% °C I %`i+
o 5% To
2546.44 0 2546.44
o
o I
I
2545.73 *7 /.
2546.3178% LIP: 2545.68 LIP: 2545.682546.31 2546.42
I
N. BARTOK AVE. o 0 o N. BARTOK AVE.
0.0%I
STA:3+92.78, OFF: 20.50'R o o STA: 3+92.78, OFF: 20.50'L
2546.38 T I
I 2546.36 2546.26 2545.68
I LIP: 2545.62 LIP: 2545.62 2545.68 2546.26 2546.37 I
2546.33
/ LIP: 2545.62 LIP: 2545.62 2546.33
RIM- -5 .49
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546.3
2546.31 \�� 2546.33 /// I � I \\ � i� -
2546.36 / I I i 2546.49
10 1 �'' I 2546.37 2546.41
2546.19 2546.44 2546.44 2546.41 - - - \j�'� 2546.33 2546.40 2546.45 2546.45 /
2
2546.30 546.37
o 42�� 2546.
AL- 2546.19 2546 W. QUINTALE ST. R/W -RIw O\° o I W. QUINTALE ST.
.33 O
STA: 17+32.65, OFF: 20.50'L 2546.26 O I �% \ STA: 18+41.64, OFF: 20.50'L 2546.33 R/Wit
o I � 2546.26
254631 i
o \
2546.08 2546.23 ~ . 1.0%
r o I \ 1.0% 2546.31
T GEED) 2546.12
0.6% - ti
2545.73 2545.68 '� 0.6%
LIP: 2545.67 2545.68 2545.73
LIP/GB: 2545.68 0.0% o
RIM: 2545.62 ,_ ����� 0.0% LIP: 2545.70
LIP: 2545.68 LIP: 2545.68 LIP: 2545.62 LIP/GB: 2545.69
LIP: 2545.68 o RIM: 2545.62 ,.-- RIM: 2545.62 LIP: 2545.62 LIP: 2545.69 LIP: 2545.69
1.0% LIP: 2545.62 �� LIP: 2545.63 1.0% LIP: 2545.69 GB
61
TA/GB: 2545.91 W. QUINTALE ST. -
RIM: 2545.62 18+00
o TA/GB: 2546.09
0.6% 2.3% 0.0% 0.0% � 0.0% 6 0.0% 2.0%
STA: 17+87.14 (W. QUINTALE ST.) G�
S N STA:4+47.28 (N. BARTOK AVE.)
LIP: 2545.68 LIP: 2545.62
LIP: 2545.68 LIP: 2545.68 LIP: 2545.62 RIM: 2545.62 LIP: 2545.63 LIP: 2545.69 (0
LIP/GB: I W (LIP: 2545.62 LIP: 2545.69 LIP: 2545.69
LIP: 2545.67 0.0% : LIP/GB: 2545.69
0.6/0 � 2545.73 02545.68 Q 0.0% LIP: 2545.70
2545.68 2545.73
2546.08
2546.22 ti ti 0.5%
r 2546.31 1.0% 1.0% ~ �
2546.31 2546.23
2546.12
W. QUINTALE ST. T
R/W 2546.32 STA: 17+32.64, OFF: 20.50'R R/W 2546.26 Oho I m Off\° 2546.26 W. QUINTALE ST. 2546.31
R� 8-1 R/W STA: 18+41.64, OFF: 20.50'R R/W R/W
o Z RIw 2546.36
2546.19
2546.19 2546.44 2546.44 2546.41 - - -
I 2546.32 2546.37 2546.33 �`% 2546.33 -'-%� -
2546.41 2546.45 2546.45
2546.36
2546.31 RIM2546.23
\I GI R RIM: 2546.17 2546.42 - - - - - -
o GI
Z w ��
a w RIM: 2546.30LU
rQ / I Qw
w I \ I / / rQ
RIM: 2546.30
J RIM: 2546.17 w
~ 2546.33
� w I 2546.33 I
m LU LU 2545.68 2545.68
a I 2546.36 2546.26 7 8% LIP: 2545.62 LIP: 2545.62 7 8% 2546.26 2546.36
Cc MIJ
T N. BARTOK AVE. -.1 0 o N. BARTOK AVE.
STA: 5+01.78, OFF: 20.50'R r r
0.0% STA:5+01.78, OFF: 20.50'L
I 2546.41 2546.31 2545.73
oc LIP: 2545.68 LIP: 2545.68 2545.73 2546.31 2546.41 0
i/
o
o o I I ' cc
2546.44 %
LIP: 2545.68 I LIP: 2545.68 2546.44 I
RIM: 2546.40 RIM: 2545.68 I I O
1.7% 8-1 1.6%
110 o
2546.44 0
2546.44 LIP: 2545.68 I LIP: 2545.68 2546.43
l \ •-
2546.40 2546.31 \ \
2546.29 \ \\
I -
2546.23 LIP/G6: 2545.69 LIP/GB: 2545.69 2546.23 \\ \
61'1:p (LIP: 2545.69 2546.11 \ \ O
2546.24 I \ y
2545.92 LIP: 2545.71 l I
I L o o 2546.31
16'PUBLIC UTILITY I � o m 2546.41
ma's EASEMENT I I I 21 EASEIMENTLITY cc c*-
N L �
8 ACHD / I 13'ACHD = M
00
EASEMENT 01 ��\ - EASEMENT I cc p
I 2546.17 2546.10 I � i I � � �
� Lo
TA/GB: 2546.06 LIP/GB: 2545.77 m ICc
I ti
LIP/GB: 2545.77 CD
Roadway Details - W. Quintale St. & W. Bartok Ave.
1 Revisions
Scale: 1" = 10'
1
1.
$ZpNAL E
568
04/15/2025
3 �rE OF �pP
`9�ES W.G
Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
Roadway Details
Intersection Details
03C4m55