HomeMy WebLinkAboutC4.51_Roadway Details Intersection Details 1 2542.54 1.5% 2542.46 (TA/GB: 2542.46 1.5% 2542.54
Sheet Notes:
16'PUBLIC UTILITY 2.0 1 2 00,- m I 1 16'PUBLIC UTILITY 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES Q
2541- - - EASEMENT - 7177 -
I 8'ACHD 8'ACHD I EASEMENT OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS O
EASEMENT 1 2542.59 �� o LU SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
o N �6' 6 2542.59 1 EASEMENT 1 z
ALLOWED ABOVE THE MAXIMUM SLOPES.
1 2542.66 2542.66 0 L 1 I 2542.26 LIP: 2542.05 LIP: 2542.05 2542.26 1 1 i w ��
a a Q 2. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE a
� z r- '� FOLLOWING ABBREVIATIONS:
LU
2542.57 LIP/GB: 2542. 3) LIP/GB: 2542.03 I Cn2E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ `V _ � FL- FLOW LINE
1 2542.76 2542.57 2542.76 Z Lu
RIM: 2542.73 2542.61 RIM: 2542.02 + 2542.61 - `¢ ~ z
o Z J - - - GB-GRADE BREAK
1 Q w LIP-LIP OF CURB
1 UZE
w
F _ _ _ _ c� < w MX- MATCH EXISTING
1 - - - - - - - - - - - - -
w w I 2542.77 *2542.77 0 T `� w RIM-RIM OF STRUCTURE
c� � c� LIP: 2542.02 LIP: 2542.02 1 = w R - - - - - - - `
¢ w w I 2542.77 2542.77 c� 2543.40 - - - 2543.38 2543.37 TA-TOP OF ASPHALT
o ¢ 2543.36 2543.38 2543.42 T
r w w RIM: 2542.78 - cwn
2542.79 2542.07 \ - 2542.78 T w \ / 3. FOR ADDITIONAL STREET GRADES AND STATIONS, SEE ROADWAY PLAN &PROFILE.
- - - - - 2542.07 _ \
- 2542.98 - r - 2542.86 2542.82 LIP. 2542.02 LIP. 2542.02 0 _ � W. QUINTALE ST. / I I I
2542.79 1 2542.63 6.6% 6.6/0 2542.63 2542.79 - - 2542.81 2542.81 2542.80 "' \ / W. QUINTALE ST. o
LIP: 2542.00 - STA:9+51.49, OFF: 24.00'L \ / STA: 10+25.79, OFF: 24.00'L `�' 4. FOR ADDITIONAL INFORMATION ON STORM DESIGN, SEE DRAINAGE&UTILITY PLAN.
� 1 2543.26 RIM: 2543.24 1 \
N. BROCK AVE. o LIP: 2542.00 o o N. BROCK AVE. o - - - - - - - - - - - - - - - / 2543.26 ;,foi
STA: 4+16.78, OFF: 21.56'R o o 254328 254322 2543.17 2543.21 2543.21 2543.172542.74 STA: 4+16.78, OFF: 21.56 L 00 R/W R/W R/W R/W
R/W R/W R/W R W R/W R/W 1.0/o
2542.55 0.0/0 #To
2542.55 � 1.0% 1 o R/W R/W R
2542.86 W. QUINTALE ST. 2542.55 2541.99 2542.55 R1. - o 1
2541.99 W. QUINTALE ST. 2543.18 rn Ln RIM: 2543.18 N
R/W R R/ 2542.62 STA: 7+15.14, OFF: 22.35'L LIP:2541.93 LIP: 2541.93 2542.68 2543.19
STA: 7+69.14, OFF: 22.35 L- R/W R/W /W 2543.07 2542.66 2542.61 2542.61 = 2542.66 2543.08
2542.60 1.0% 1.0% 2542.60 2542.69 0.6% RIM: 2542.55
0.5/o -
2542.55 \° Ooo 2542.62 2542.54 0.0% RIM: 2542.71 0.6%
2542.47 N O o o LIP/G6: 2542.75 LIP: 2542.55
LIP: 2542.66
- I 2542.43 LIP: 2542.64 Ca$ LIP: 2542.55 ���� U LIP: 2542.55 �B LIP: 2542.66
-- LIP: 2542.55
1.0% 2542.04 2541.99 2541.90 2542.04 0.6% LIP/GB: 2542.61
LIP: 2542.02 �� o 0 1.0% � RIM: 2542.55 ° LIP: 2542.65
RIM: 2541.93 0 RIM: 2542.55 ; 1.0% o
LIP/GB: 2542.00 LIP: 2541.93 o LIP: 2542.01 N Ca LIP/GB: 2542.61 0
LIP: 2541.99 LIP: 2541.93 LIP/GB: 2542.00 / N
o RIM: 2542.05 _
LIP: 2541.99 LIP: 2541.99 / _ _ RIM: 2541.93 LIP: 2541.99 LIP: 2541.99 o TA/GB: 2543.00 g W. QUINTALE ST. �
2541.99 - _ - LIP: 2541.99 LIP: 2541.99 00 TA/GB: 2543.04
o 0 10+00 0 �
° LIP: 2541.99 T - - - _ TA/GB:
/ 1.0% STA:7+42.14 (W. QUINTALE ST.)- ` 0.6% 2.0% o \ + + o - . -
0.0/o
TA/GB: 2542.58 7+00
W. QUINTALE ST. STA:4+47.28 (N. BROCK AVE.) o - - -- 0.5/o �� \ ° N STA: 9+89.14 (W. QUINTALE ST.) 0 2'0% �� 0.6%
- - - -.1 -� A o 8+00 TA/GB: 2542.41
f^iB 1.9% 0.0% 0.0% 0.0% ~- 2.1% o \ STA: 2+00 (N. BRODY AVE.) / o
0.0% \ S N
o N �� \ - LU Cad o
y 1.0% ���`✓ �r 1 (a LIP/GB: 2542.61 RIM: 2542.55 �
B o LIP: 2541.99 Lo 1 LIP/GB:
o (LIP: 2541.99 S N LIP: \�L I o 4'9 \ Q LIP: 2542.66
LIP/GB: 2542.75 LIP: 2542.65
LIP: ` LIP: 2541.99 LIP:
�e RIM: 2541.93 LY LIP: 2542.66 �� LIP: 2542.67
LIP: 2541.99 LIP: 2541.99 � LIP: 2541.99 LIP: 2541.99
LIP/GB: 2542.00 0.6% 0.5% LIP: 2542.55 o LIP: 2542.55
LIP: 2541.93 o Q LIP/GB: 2542.00 � 0.6%
LIP: 2542.02 LIP: 2541.93 0
_ % LIP: 2542.01 2543.08 2542.66 - 6 2543.20
1.0% 2542.04 - - V 2541.99 2542.04 2543.19 ` - 2542.63 \ m 2542.61 2542.66
2543.08
e: 2541.99 - - - -- - -- °�\ 0.6% o ■
2542.47 N ° - _ 0 03 I 1 Z co
co p °\° � 2542.54 2542.43 R/W R/ r-R/W o co O °\°
R/W R/W R/W
2542.55 ` O� O� 2543.28 2543.19 0.4/o po I O� 2543.17 0.5% 2543.19
2542.60 1.0% 1.0% 2542.60
2543.17 2 2543.30
R/W R R/W 2542.62 W. QUINTALE ST. `Z 2542.62 2543.20 I �� 2543.18 2543.20
2542.86 2542.74 STA:7+15.14, OFF: 22.35'R 2542.55 2541.99 LIP: 2541.93 LIP: 2541.93 2541.99 W. QUINTALE ST. / R R o 2543V .18
1 2542.55 STA: 7+69.14, OFF: 22.35'R 2542.68 W. QUINTALE ST. W. QUINTALE ST. 8-1
� pi1•� T STA: 9+52.49, OFF: 25.64'R 2542.61 1 2542.61 STA: 10+25.80, OFF: 25.64'R
2542.55 a= LIP: 2542.55
2543.29 2543.16 7 5% LIP: 2542.55 2543.16 2543.29 T
° 2542.55 / 2542.69 2543.32 7.5% 2543.32 2543.42
N. BROCK AVE. °
°°oo o N. BROCK AVE.
T o 000° o 2543.40 N. BRODY AVE.
STA: 4+77.78, OFF: 21.56'R o r oo° r STA: 4+77.78, OFF: 21.56'L "' - - - - - -_� - - - - - �L o a N. BRODY AVE.
0.0% 0.0% - - - - - - - - -
2542.07 LIP: 2542.02 1 2542.07 2542.78 w STA: 2+36.65, OFF: 25.50'R V o LIP: o 'STA: 2+36.65, OFF: 25.50'L - -
' 2543.24 : 2542.61 2543.24 o z ~
� LIP: 25 2.02 �� 1 z z � w = W
- 2542.98 - - _ - - - 2542.86 - 2542.82 - - 2542.79 - 6.6% 6.6% 2542.63 _ " L ¢ w 2542.66 2542.66
2542.81 _ _ W RIM: 2543.23
o w w 2542.79 \ 2542.63 f RIM: 2542.78 2542.81 0 2542.81 J 2542.80 w-M w 2543.18 a
¢ r ¢ `' LIP: 2542.61 LIP: 2542.61 `� `' RIM: 2543.24 M n LU
m
�� � 2543.18 � ¢ ¢
Q w " I 2542.77 1 0 - 2542.77 v v T 1 2543.22 LIP: 2542.61 0 2543.22 W-a w
� J W
Cn w I 2542 77 LIP: 2542.02 o LIP: 2542.02 1 ¢ W W 1 LIP: 2542.61 2543.16 1 T
r MU m �
2542.57 LIP: 2542.04 LIP: 2542.04 2542.57 2542.77 r w w 1
T 2542.77 2542.77 I r I 2543.12 LIP/GB: 2542.62 LIP/GB: 2542.62 2543.12 1 1
T 1 2542.61 1 2542.61 r 1 I I
1 I 1 1 2543.15 2543.15 1
25N1 1 2542.76 LIP/GB: 2542.03 LIP/GB: 2542.03
2542.76 I LIP: 2542.64 LIP: 2542.64
1 � o � 1.4% 2542.85 1 1.4% 1
cc: °� 1 I 1 1 1.o°i° 0 1.o°i° 1 I
1 2542.26 LIP: 2542.05 LC° LIP: 2542.05 2542.26 I 1 8'ACHD I 1
2542.66 0 2542.66
� o N c�i � � 8'ACHD 1
0 o a I EASEMENT - o 1 EASEMENT
0 1
1.5/0 /
1 2542.58 �? �6� �' �� �I 1.5% I 1 I cc` �
8'ACHD 1 \ T 2542.58 I I 16'PUBLIC UTILITY I `\J °C
1 EASEMENT e 2.0%\ /2.0% 8 ACHD i 1:95 �Q° 1 16 PUBLIC UTILITY
EASEMENT EASEMENT i 1 I I EASEMENT
16' PUBLIC UTILITY I °C 6> m I 16'PUBLIC UTILITY
EASEMENT I 2542.53 2542.45 TA/GB: 2542.41 2542.45 2542.53 1 EASEMENT i 2543.1 i 2543.05 TA/GB: 2543.01 2543.05 �25 43.13 1
Roadway Details - W. Quintale St. & N. Brock Ave. ' Roadway Details - W. Quintale St. & N. Brody Ave.
1 Scale: 1" = 10' 2 Scale: 1" = 10'
2545.09 1.5% 2545.01 \ 1
TA/GB: 2544.97 1.5% 2545.09 I
16'PUBLIC UTILITY �� I G'� 16'PUBLIC UTILITY r
EASEMENT
2.0% EASEMENT
1 8'ACHD 1 0 0 \
\ � � 8 ACHD
EASEMENT 2545.16 "'- cQ' � \ \\ �'� L? I y Q
1 1 o c�i \ \ \ o EASEMENT
2545.16
2544.82 LIP: 2544.61 \ \ LIP:
\ 2544.82 ` v
MIJ
cc
Q Q I 2545.24 V A 2545.24
V Z U Z \
o 2 o 1 �� I \ \ \�'� 2545.25 MIJ
Q Q Q I 2545.32 2545.12 LIP/GB: 2544.59 o LIP/GB: 2544.59 2545.12 2545.32 \ O
LU RIM: 2544.98 u' LO 1 45.18 0 I�,
- - - - - -Q - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 25 RIM: 2544.58 2545.18 1
N J j
= w - I - - - - - - - - - - - - - -' RIM: 2545.28 - 2545.12 LIP: 2544.58 LIP: 2544.58 1 �s '
C. 7 1 = w = w = w I 2545.34 0 \ 1 2545.34 I �s� o z z
rW i J W ¢ W .__I L U - -
¢ W C U � 545.33 \\ 2545.35 szp v � c�
RIM: 2544.21 V m a M ¢ Z, ¢ 1 �, ¢ W 1 W
RIM: 2544.32 CL W T W a W RIM sv r `" O)
- - - - - - - - - - - - - - _ 2545.06 \ 2544.63 \ 2545.39 �' 2545.36 w w
2545.29 1 2544.63
2544.21 - - 2544.27 2544.27 2544.27 2544.27 - - - - - - - 2544.38 - r - - - - - - - - - - - ° LIP: 2544.58 LIP: 2544.58 - - - -
■
2545.24 2545.28 2545.19 6 3/0 � 6.8% 2545.19 2545.40
\ / \/r
W. QUINTALE ST. \ / 2545.27 �� o \ \ \ V A ■
\ / W. QUINTALE ST. o o N. SEPINO AVE. o ° \ o \
STA: 11+99.50, OFF: 24.00 L CD \ \ \ o
\ / STA: 12+72.79, OFF: 24.00'L "' "' o o N. SEPINO AVE. \ MIN
T T r STA:4+16.78, OFF: 22.86'R r r °000 r STA:4+16.78, OFF: 22.86'L \\ \ \ �' ■� y
2544.15 \ / 2544.95 2545.11 0.0% T
2544.12 2544.12 - - - - - - - - - 2544.18 2544.15 2 2545.11 ` \ \ \ 2545.12
2544.18 - - - - - - - W. QUINTALE ST. ' � °°°°
2544.11 2544.11 545.09 2545.10 W. QUINTALE ST.
2544.09 2544.26 STA: 14+49.14, OFF: 23.76E 2.944.55 °o° 2544.55 STA: 15+03.14, OFF: 23.76'L �
R/W R/ R/ R/W 0.0% R/W R R/W R/W R, R/W ° R/W R/W RIAI R/W R/W LIP: 2544.49 LIP: 2544.49
0 0.0/0 2545.04 1.0% o
2544.08 ' RIM: 2544.15 N
T 1 •. 1.0/0 2545.15
2543.95 2543.63 2543.58 2544.16 2544.97 2545.04 _
O
2545.17 2545.09
- - CA
2543.58 2543.63 2544.05 2544.83 O�\° 1 pp�
cm
2544.99
0.6% 0.0% ° 0 2544.48 2544.55 r
0.6/0 0.6/0 2544.60
RIM: 2543.52 2544.53 a � � � i 0.6% �
LIP: 2543.53 ; LIP: 2543.63 RIM: 2544.49
LIP: 2543.52 LIP: 2544.41 0 OC c�
(LIP, 2543.54 Q, LIP: 2543.52 GB LIP: 2543.62 LIP: 2544.49 o LIP: 2544.49 LIP: 2544.57
N
(LIP/GB: 2544.42 '�,
LIP/GB: 2543.58 1.0% RIM: 2543.52 - RIM: 2543.52 1.0% LIP/GB: 2543.58 LIP/GB: 2544.56 �
00
0 0 o LIP: 2544.43 LIP: 2544.43_ _ _ _ _ - - LIP: 2544.55
C\i � G19 o o LIP: 2544.43 ` �• LIP: 2544.55 0 � 0
STA: 12+36.14 (W. QUINTALE ST.) \ `V `" 1.0% I RIM:2544.49 1.0% LIP: 2544.55 G'! o
STA: 2+00 (N. SUNNY SIDE AVE.)
TA/GB: 2543.82 12+00 W. QUINTALE ST. , o 13+00 0 14+00 W. QUINTALE ST. \ �e cc a) Lo
TA/GB: 2544.66
0.6/0 2.3/o 0 0 - 0.6/o - - o - 15+00 a - 0 ti CD
0.0% N - �� - - 0 2.0% TA/GB: 2543.98 1- �0.6% 2.4% 0.0% o o ° o �\ ° �, ° - 0.6/0 -
0.0/0 0.0/o 0.0/0 2.1/o TA/GB: 2544.97
M
STA: 14+76.14 (W. QUINTALE ST.) \ C��
h� $ N / - Revisions 10
STA:4+47.28 (N. SEPINO AVE.) `
C\Jo LY G� o o S N LY o
LIP/GB: 2543.58 RIM: 2543.52 �� Y� `� `�
1 Q LIP/GB: 2543.58 LIP: 2544.43 LIP: 2544.43 RIM: 2544.49 � r� LIP: 2544.55
LIP: 2543.54 6' LIP/G6: 2544.42 LIP: 2544.43 Q LIP: LIP: 2544.55
LIP: 2543.53 LY Cad LIP: 2543.62 LIP/GB: 2544.56 \ \
0 LIP: 2543.63 LIP: 2544.42 LIP: 2544.49 0 0 LIP: 2544.49 LIP: 2544.58
LIP: 2543.52 Z
0.6% a � LIP: 0
2543.95 o COD0.6% 0.6% ��° 2544.60 0.6%
°° 544.48 254453 LY 2544.55
2
2543.63 2543.63 2544.05 2544.83 � o °°° - A�
2544.08 2543.58 Z 2543.58 0 2544.16 2544.97 T °° 9 y -.1 2545.09 2544.99
1 � po o\°
Z °° o `o 2545.17 \
M Ln1 O v
R/W R/W R C.o O �2-5-45.0�� -
1.0% Zo 2544.14 1.0% O� O\° o R/W R/W FI R/ R/W2545.14 LIP: 2544.49 1.0% 2545.24
2544.09 o � <� y O• 2545.15
2544.09 i 2544.08 2544.13 2544.26 2544.95 LIP:
� W. QUINTALE ST. �Q 2545.09 2544.55 2544.55 .�N. QUINTALE ST. 2545.24
2544. 55 Z 2544.10 2544.15 STA: 14+49.14, OFF: 23.76'R - 2545.10 I STA: 15+03.14, OFF: 23.76'R rs
W. QUINTALE ST. 2544.10 W. QUINTALE ST. o 2545.11 1 2545.11
r STA: 11+99.49, OFF: 25.64 R Lq Lq o o o
2543.58 2543.58 o N. SEPINO AVE. o N. SEPINO AVE. o
LIP: 2543.52 LIP: 2543.52 STA: 12+72.79, OFF: 25.64 R r r STA:4+77.78, OFF: 22.86'R r T o Ln ` cs
2544.27 2544.23 2544.13 7•5% 1 0 2544.12 0.0% T STA:4+77.78, OFF: 22.86 L r �.
7.4/o 2544.22 2544.27 2544.38 ` �
2545.28 1 o LIP: 2544.58 LIP: 2544.58 ° 2545.33
- - - - - - - - - 2544.21 - N. SUNNY SIDE AVE. - °°° o ° o N. SUNNY SIDE AVE. _ _
- STA: 2+36.65, OFF: 25.50'R o 0o0o T -� - - - - - -� - - - 2545.06 - 2545.24 - - 2545.27 6.3% 6.3% 2545.19 2545.32 2545.36 `'Ls
0.0/o 00
o W W 2545.19 -
= L.0 = w ���° o STA: 2544 22 0 F: 25.50 L o z z o z �' 2544.63 2544.63 2545.30 2545.36 �,
z Z 2544 23 z \
J ¢ , 2543.62 2543.62 � RIM: 2545.27 2545.30 I o z z $ZpNAL E,>�
RIM: 2544.20 LIP/GB: 2543.57 LIP/GB: 2543.57 I `� ` RIM: 2545.31 �s ¢
w w 2545.29 c� Lr 9
w-r w 2544.15 1 2544.14 RIM: 2544.23 `' Q__ ¢ `' a_= Q 2545.30 �s r, N m
I RIM: 2545.28 0 W
r I 2544.20 2544.17 LIP: 2543.61 LIP: 2543.61 2544.16 2544.21 1 r w W r w w LIP: 2544.58 LIP: 2544.58 r w-� w
1 2545.29 2545.08 2545.08 2545.29 1 �
2544.15 2544.15 1 1 T T I 2545.14 1 2545.14 I `'s T 568
LIP: 2543.64 N LIP: 2543.64 1 I 1 I � 04/15/2025 0
1 1 LIP B: 2 44. 2545.28 G 5 59
�, 2545.28 / LIP/GB: 2544.59 �
q P
� � I r o
1 I 2543.85 2543.85 I I I 1 �'6' o �Q' ( 1 `ems\ \ '�9 OF \
I � I s sW
1.5% �''� I C� 1.5% I I 1 1 2545.13 2544.82 LIP: 2544.61 "' LIP: 2544.61 2544.82 2545.13 1 1
12545.21 1 \\ \
1 2544.15 1'8% 1.8% I 2545.21 1.5% o 0 -.1, Project No.: 123200
2544.07 0 0 2544.07 2544.15 I <i' o Ln
1 8'ACHD 8'ACHD 1 1 8'ACHD I o 6' "i 1.5% 1 g ACHD
\ I \\ \ Date of Issuance: 4.15.2025
EASEMENT 2.0/0 /2.0% m I \\ \\\\ Project Milestone: Permit Set
EASEMENT 1 TA/GB: 2544.03 1 EASEMENT i I 1 . \ EASEMENT I \
�� �� I I \ Roadway Details
16'PUBLIC UTILITY I 16 PUBLIC UTILITY \\ \ Y
m a 16'PUBLIC UTILITY i o 1 16'PUBLIC UTILITY EASEMENT 2545.09 2545.01 TA/GB:2544.97 EA SEMEN
EASEMENT I I I I EASEMENT 1 I 1 S MENT Intersection Details
1
Roadway Details - W. Quintale St. & N. Sunny Side Ave. Roadway Details - W. Quintale St. & N. Sepino Ave.
Q3
3 Scale: 1" = 10' Scale: 1" = 10'
--- CC51