HomeMy WebLinkAbout2017 Sidewalks_Asbuilts S3rd & Harrison & S5th & Arthur INSTALL PED. RAMPS
U1 WITH 2'X5'
DETECTABLE
TBM: NORTH FLANGE W 0 WARNING PLATES
BOLT = 100.0 �d (TYP,)
... ...... DRAWN BY:WFS
CHECKED BY:ASK
APPROVED BY:ASK
C� I DATE:pMAY 2,2017
Jam! � f
{
N
h p o
1' TRANSITION TO MATCH EXISTING *EXISTING INLET LEFT IN PLACE S
0
kffifflffi
y m
z N
1r {�
REMOVE INLET, INSTALL W N N
REMOVE INLET, INSTALL S® STORM DRAIN INLET PER
STORM DRAIN INLET PER STANDARD DRAWING 02720-1A 20
STANDARD DRAWING 02720-1A CONNECT TO EXISTING CLAY
CONNECT TO EXISTING CLAY TILE PIPE TILE PIPE
GRATE FLOWLINE = 97.03 GRATE FLOWLINE = 96.50
8" INV.= 95.30 8" INV.= 93.70 F N
o
* = RECORD DRAWING ADDITIONS
F
SD a
HARRISON ST. � ' ►��o�
N
O 8
N
REMOVE INLET, INSTALL
STORM DRAIN INLET PER ��• ��'
STANDARD DRAWING 02720-1A REMOVE INLET, INSTALL
CONNECT TO EXISTING CLAY STORM DRAIN INLET PER
TILE PIPE cJ� STANDARD DRAWING 02720-1A
GRATE FLOWLINE = 97.78 CONNECT TO EXISTING CLAY [-4
8" INV.= 95.30 TILE PIPE Z
GRATE FLOWLINE = 97.50
8" INV.= 94.20 W E;
*INSTALLED 3.5 LF 8" PVC co
C W z
S � *4.5 LF PVC REPAIR p
a
STORM INLET — USE AS IS
PROPOSED rs7
REMOVAL LINE CURB & GUTTER I d
(TYP.) I W A
Q a
co
REMOVE INLET, INSTALL Uj
STORM DRAIN INLET PER
00 STANDARD DRAWING 02720-1A
—— CONNECT TO EXISTING CLAY TILE PIPE �--{
h GRATE FLOWLINE = 97.51 O
u 8" INV. = 94.86 1.0' TRANSITION TO ATCH EXISTING
Scale: 1 8' SHEEP No. 2
0 4' 8' 16' S. 3R AVE. & W. HARRISON ST. T I N OF 8 8
Cn
a
INSTALL PED. RAMPS DRAWN BY.WS
f+ a I WITH 2'X5' DETECTABLE CHECKED BY:ASK
—— i —— WARNING PLATES (TYP.) APPROVED BY:ASK
..... DATE:ppMAY 2,2017
C 0 f
-J s
a `d z
cD
o
N 0
U
REMOVE INLTET, INSTALL STORM SO m
DRAIN INLET PER STANDARD \ N
DRAWING 02720-1A CONNECT TO d
EXISTING CLAY TILE PIPE \ W N
GRATE FLOWLINE = 98.11 *INSTALLED 1 LF 6"
8" INV. = 94.69 OF 6" PVC \ * = RECORD DRAWING ADDITIONS = o
Sp a Gam, "0. ,
o � f � =
m
\ WOO
N
\ ARTHUR ST. U A o a
W N
C- a
11 �No
SD SD 1(fib SD a Soo,,
Q� SD S c
0 8
GAS GAS GAS GAS GAS GAS T(G - GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
*INSTALLED 1 LF
OF 6" PVC " F
PROPOSED CURB I Z
& GUTTER (TYP,)
W �
TBM: PK NAIL O
S. IN POLE = 190.O0 o arGArOGAS-
aAS-GAS- GAS GAS GAS GAS- GAS GAS GAS GAS GAS GAS GA GAS GAS GAS GAS GAS AS GAS AS IGAS GAS GAS GAS GAS GAS GAS 5 Cyy,
REMOVE INLET, INSTALL STORM I 5o I��REMOVAL LINE
DRAIN INLET PER STANDARD I �'
DRAWING 02720-1A CONNECT TO —— / —— ►� E-
EXISTING CLAY TILE PIPE 5.2 W
GRATE FLOWLINE = 98.57 o Q
8" INV. = 94.17 (0
*INSTALLED 2 LF 6" PVC
*INSTALLED 2 LF 6" PVC N REMOVE INLET, INSTALL
REMOVE INLTET, INSTALL STORM STORM DRAIN INLET PER
DRAIN INLET PER STANDARD 0 6" S STANDARD DRAWING 02720-1A
� CONNECT TO EXISTING CLAY
DRAWING 02720-1A CONNECT TO — 1n TILE PIPE
— C�2
EXISTING CLAY TILE PIPE GRATE FLOWLINE = 97.74 SHEEP No. 4
GRATE FLOWLINE = 98.58
Scale: 1"= 8' 8" INV. = 94.58 8" INV.= 92.41
1.0 TRANSITION TO MATCH EXISTING I N T3
S. TH AVE. & W. ARTHUR ST.
0 4' 8' 16' OF 8