HomeMy WebLinkAboutFile Documents.210 W Main St.0056.2019 (62).ARBKEngineering 2_0056.2019.ARBK_210 W Main St
Page: [3] 210 W Main-C300
Author: pjm
File Name: CIVIL_210 W Main_Plans_20190702.pdf
In Appendix F, include the
design procedure calculations
outlined in the URMP section
8.5.1.5 for green roof capacity.
CIVIL_210 W Main_Plans_20190702.pdf (4)
Page: [3] 210 W Main-C300
Author: pjm
File Name: CIVIL_210 W Main_Plans_20190702.pdf
It appears shoring plans were
not provided with the resubmittal
that addressed previous
comments:
1. Where micorpiles are not
used, what technique will be
used?
2. How will utilities be
accomodated through the
micropile walls?
3. Show the surcharge restriction
areas on the plans.
Page: [4] 210 W Main ESC DETAILS-C504 DETAILS 4
Author: pjm
File Name: CIVIL_210 W Main_Plans_20190702.pdf
Verify that the Hydrotech's
media contains a minimum of
10% organic material. Call out
percent of sand used in this
growing media.
Page: [5] 210 W Main-C600
Author: pjm
File Name: CIVIL_210 W Main_Plans_20190702.pdf
If this transformer required an
upgrade, City standards require
the upgrade to be located out of
the ROW on the projects
property. Is this transformer out
of the ROW? Will there be room
to upgrade if necessary?
REPLACE CURB
& GUTTER
MAIN
WATE
R
M
A
I
N
EX
W
A
T
E
R
SE
R
V
I
C
E
ADJAC
E
N
T
CURB
C
U
T
&
SIDEW
A
L
K
T
O
REMAI
N
.
PHONE & CABLE: PROVIDE NEW PEDESTALS ONSITE.
ROOF
GREEN
R
O
O
F
CIR
C
U
L
A
T
I
O
N
W
A
L
K
W
A
Y
S
AR
E
A
:
4
2
0
S
F
PERVIOUS PATIO AREA=90 SF
CIRCULATION PIPED INTO
SUBSTRATE 420 SF / 90 SF=4.67:1
7894.93
7894.97 7895.09
7895.11
7895.18
7895.30
7895.30
7895.30
7895.30
7895.30
7895.30
7895.30
7895.30
7895.25
7895.20
7895.30
7895.28
7895.28
7895.30
7895.29
7895.307895.30
7895.307895.30
7895.30
7895.30
7895.30
7895.30
7895.307895.30
7895.30
7895.07
7895.10
7895.07
7895.09
7895.12
7895.30
7895.30
7895.30
7895.307895.24
7895.307895.30
7895.20
7895.20
7895.10
7895.16
CLEANOUT 1RIM:7895.30INV IN:7893.97 4" PVCINV OUT:7893.97 4" PVC
CLEANOUT 2RIM:7895.28INV IN:7893.87 4" PVC
INLET - 8RIM:7895.26N:7894.20 4" PVCT:7894.20 4" PVC
NLET - 7M:7895.26.32 4" PVC
INLET - 5RIM:7895.26INV OUT:7894.36 4" PVC
PIPE A4
7.13' of 4" PVC @ 0.84%
PIPE B28.24' of 4" PVC @ 1.00%
PIPE C216.73' of 4" PVC @ 1.00%
PIPE C14" PVC @ 1.00%
DISCHARGE ROOF DRAIN TO
GRADE
DISCHARGE ROOF DRAIN TO
GRADE
PIPE B13.06' of 4" PVC @ 1.00%
PIPE A310.56' of 4" PVC @ 1.00%
INLET - 4
RIM:7895.26INV IN:7894.03 4" PVCINV IN:7894.03 4" PVCINV OUT:7894.03 4" PVC
DISCHARGE ROOF
DRAIN TO PIPE C
GRASS FLOWLINE
HP: 7895.20
16.64 FT
18.81 FT
7895.19
NEW T
R
E
E
PERFORATED PIPE
10.14' of 4" PVC @ 1.00%
-0.2%
-3.
5
%
-2.
5
%
-4.
1
%
In Appendix F,
include the design
procedure
calculations outlined
in the URMP
section 8.5.1.5 for
green roof capacity.
It appears shoring plans were not
provided with the resubmittal that
addressed previous comments:
1. Where micorpiles are not used, what
technique will be used?
2. How will utilities be accomodated
through the micropile walls?
3. Show the surcharge restriction areas
on the plans.
Verify that the
Hydrotech's media
contains a minimum
of 10% organic
material. Call out
percent of sand used
in this growing
media.
TRANS-
FORMER
If this transformer
required an upgrade,
City standards
require the upgrade
to be located out of
the ROW on the
projects property. Is
this transformer out
of the ROW? Will
there be room to
upgrade if
necessary?