HomeMy WebLinkAboutFile Documents.634 W Hopkins Ave.0106-2021-BRES (32)Engineering 2 - 634 W Hopkins Ave - 0106-2021-BRES
Page: [3] 634 W HOPKINS_0705-C300
Author: wyatty
File Name: 90.Civil Drawings.2022.04.28.pdf
There is an existing gravel
shoulder along 6th St.
Is the gravel shoulder to remain
between the new gutter pan and
the existing edge of asphalt?
Please clarify.
If so, show extents of porous
gravel from edge of asphalt to
curb.
If not, then show extents of
asphalt patch between edge of
asphalt to curb,
Per COA Eng Standards:
Curb and gutter installed
adjacent to existing asphalt
requires a two (2) foot
full depth asphalt patch followed
by a 12 inch sheer step.
90.Civil Drawings.2022.04.28.pdf (1)
T6
T9
T1
2
T1
3
T1
4
T1
5
T16
T17
DW
DN (3)
STE
P
STE
P
STE
P
DN (5)
STE
P
STE
P
STE
P
STE
P
STE
P
DN
(
2
)
STEP
STEP
STEPDN
(
1
)
S 1
4
°
5
0
'
4
9
"
W
1
0
0
.
0
0
'
7935
79
3
5
7935
793
4
793
3
793
3
793
2
793
4
79
3
4
7934
7933
7934
10.00 FT
10.00 FT
INLET 1RIM:7935.57
INV OUT:7933.53 6
INLET 2
RIM:7935.46INV OUT:7934.54 4" PVC
INLET 3
RIM:7931.86
INV IN:7931.19 6" PVC
INV OUT:7931.19 6" PVC
6' DIAM DRYWELL
RIM:7934.39
INV IN:7930.88 6" PVCINV IN:7930.88 6" PVC
TRENCH
D
R
A
I
N
2
GRAVEL DRAIN 4
GRAVEL DRAIN 3
GRAVEL DRAIN 2
GRAVEL DRAIN 1
FIREHYDRANT
REMOVE UTILITY PEDESTALS
E
G
PROPOSED SANITARYSEWER SERVICE
18.46 FT
6" CURB
SEE C500-TYPE B
DITCH DISTURBANCE AREA
CULVERT REMOVALWATER SERVICE INSTALL
DITCH DISTURBANCE AREA
DO NOT DISTURB AREA
DURING WATER SERVI REMOVAL
REMOVE FROM MAIN T
2.21' of 3" @ 21.05%
SLOT DRAIN 1
PIPE A
0+00
1+0
0
PIPE A
1+25
PIPE B
0+00
1+00
PIPE B
1+16
PIPE C
0+00
PIPE C
0+17
PIPE D0+00
0+06INLET 4
RIM:7933.32
INV OUT:7932.47 4" PVC
Alignment=Ditch Flowline
Station=0+00.00
Alignment=
Ditch FlowlineStation=0+74.56
Alignment=Ditch Flowline
Station=1+82.33
+7936.17
+7935.86
+7936.06+7935.90
+7935.86
+79
3
5
.
8
6
+79
3
5
.
8
6
+7935.86
TW:7937.92
+7936.08
7935.90+
+7934.34
+79
3
6
.
1
7
+79
3
6
.
0
0
+79
3
5
.
1
0
+79
3
5
.
4
6
+79
3
4
.
8
6
+79
3
4
.
3
6
+M
A
T
C
H
GRA
D
E
793
3
.
9
0
+
/
-
+7934.60
7935.52+
7936.17+
7935.67+
7935.17++79
3
6
.
1
1
+79
3
5
.
1
7
+EX
:
7
9
3
4
.
2
8
TW:7937.
9
2
TW:7937.92
TW
:
7
9
3
7
.
9
2
TW
:
7
9
3
9
.
3
6
MAT
C
H
EX:7
9
3
2
.
8
6
BW:7935.36MATCH E
X
BW:7935.36MATCH E
X
TW:7937.92
BW:7935.
8
6
MATCH E
X
BW
:
7
9
3
5
.
8
6
MAT
C
H
E
X
TW:7937.9
2
7934
7935
7
9
3
4
CUT ANDREPLACE
ASPHALT
(C500)
There is an existing gravel shoulder along 6th St.
Is the gravel shoulder to remain between the
new gutter pan and the existing edge of asphalt?
Please clarify.
If so, show extents of porous gravel from edge of
asphalt to curb.
If not, then show extents of asphalt patch
between edge of asphalt to curb,
Per COA Eng Standards:
Curb and gutter installed adjacent to existing
asphalt requires a two (2) foot
full depth asphalt patch followed by a 12 inch
sheer step.