Yeah. Right. All right. Oh it's a
pleasure to welcome you all to our presentation. My
name is moses, I'm paige, Crawford brian Graham and Lana Putney
and we are LMRP consultants. We will be talking
about our project which we called the Hotel Plaza and
were mentored by uh All right guys and bought it
back there. Yeah. Uh just a brief overview
of the present. I'm sorry, representation will talk
about some of the layout, characteristics and uh design
and then we'll open the floor for questions. If
you guys have any, our site is located,
it will first off will be a commercial development,
It will consist of seven buildings uh re sole source
and then one of them will be a restaurant and
the other one will be a grocery store. It
is located in Lynchburg Virginia about 100 miles away from
here, so not too far. Uh It's total
area, it's about six point point 6.4 acres and
with it has about 250 ft of frontage, It
is only be five. So that that was perfect
for our development because if it's our intended purpose.
Also, I want to point out that the two
properties that are close to our site, there's a
residence Up there and then another story right here at
enterprise rent a car that would also zone B5 that
greatly reduced our any major problems with zoning, uh
setbacks any of that. So we didn't have any
issues uh in that sense, that's this is our
final conceptual layout. We ended up putting five kind
of five concentrated buildings in this part of the site
without big parking lot. Right here, we created
two roads, La Voisin Rage Lane and just to
give you guys a better idea of what it would
look like. Uh This is uh the animation,
this is the current state of the site, it's
gonna wooden and it's surrounded by three roads road,
lakeside drive and all Forest road. Uh There's this
big parking lot right here. As I said,
we'll serve these five buildings. Uh And uh that
would be great because it has two entrances along this
, this side of the of the development will be
to hundreds in the back which we designed for employees
and uh trucks. You can see the loading docks
right here to which we thought would be added for
convenience, getting in our decide for normal customers,
There's also parking in front of the stores. Uh
so that added uh just more comfort to the users
of the site. Some of these stories we do
know about Petrino Petko will be there and the uh
the restaurant Bonaire will be up there too. But
some of them would just the by any means are
the site of the on site. They're going up
top. There is an entrance right here along all
Forest Road which will primarily serve these two buildings.
The restaurant which is a um kind of by itself
. But there's this parking lot right here. We
should we add to serve those two buildings. So
this is pretty much what this would look like,
the idea of it. Uh I want to point
out the entrance is uh normal entrances to customers.
One of the two of them will be along Lakeside
drive and one of them on all Forest Road.
Also there will be, as I said, the
entrance is for employees and trucks on Whitehall Road.
So we'll talk a little about ready. Um So
as you can see, you know, we have
a lot of flat area on our site. We
got about 74,000 square feet of buildings, which is
about 1.5 acres. Little over that on a six
acre site. That was a lot to do because
before we touch the site went from 844 ft all
way down to 840 so there was a whole lot
of great, it went on there um due to
that, we have to employ a couple measures,
the first of which is retaining walls as you can
see, We have four of them versus runs right
down the side here. Second over here, they're
down here And forth along here and they run from
about three ft to about seven ft tall. Um
as I said with that much flat space in such
a large area, we really needed that to make
all the difference in grades everywhere. And another thing
we used as well was the swales, as you
can see along some of the walls here, it's
raining well here. And part of this retaining wall
, we employed swales in order to make sure we
were really directed the water where we wanted to be
to make sure that we're all heading downhill because as
you can fairly well see by the site, um
great regretting plan. It's all sloping from the northwest
down to the southeast because there is existing, so
um are dying down here um, as you can
see all the finished wild asians are set and they
range greatly, which made it fairly tricky to tie
in with the sidewalk. You know, we tried
to keep it as flat as we could, but
we had to use a lot of ramps for instance
, in front of here there's two ramps and we
actually used a set of stairs right here to upgrade
between the grocery store and the retail center as well
as the parking lot was fairly big job that is
a huge area there to keep flat in such a
, You know, sloping site, we maintain a
maximum of five While keeping the two cross slope as
well as the 88 spots, which aren't actually shut
down here, but they are right here, right
here, up here, then we got some work
there, but those had to be two across the
entire thing, so that was a little bit of
a challenge as well as always talks in front of
buildings here and here where there's no ramps and over
here all had to be kept at two as well
. Um Additionally, as I said, the whole
site was tried to be designed so that we did
keep the existing as much as we could still tied
into the existing storm water down here to the right
. We also, as we talked about how the
entrance for employees in the back here along Whitehall,
which works well because there's not much traffic, it's
a much smaller road compared to other kids. Um
So I'll make a lot easier for the large trucks
come in and we have to design the two truck
bed as you can see right here and right here
for the deliveries to the larger stores. There is
a total drainage area of 7.52 acres on this site
, which was divided between 21 inlets. There are
three pipe networks, which there's one along the west
side of the site here connecting to the storage tank
or underground water storage tank. And there's one connecting
the north and east uh inlets and there's one connecting
the two south side and let's, and then there
is a outlet structure that connects to the existing storm
water pipe on the south side of the site.
Um all the pipes range from 18 to 42".
So we used an underground water storage tank because there
wasn't enough area for a detention basin on the site
. Um The a storage tank was located in the
south side of the site of the one of the
lowest elevations and is in the parking lot area to
avoid building pads and any construction problems. The Um
storage tank is 34 ft by 34 ft by 11
ft, which was used. Um that was calculated
by finding the Um volume needed from the hydrographic,
which was 9,822 cubic feet of water storage. And
we found out that it out falls at a rate
of 10.16 cubic feet. This is the outfall structure
that connects to the existing um storm structure and we
slept it up at.5 to the water storage tank
. And that set the elevation for the storage tank
invert at okay at 800 And 1.801.61. And then
um the tent goes up 11 ft and allows for
2.5 ft of free board. We used um sand
filters for BMP options and we use the D.
C. Underground fault sand filter at 16 different islands
. Okay these are the existing utilities around the site
. Um This magenta is existing sanitary sewer which is
eight in diameter. And this water line is existing
um going around old forest lean and then wait whole
road. These are proposed. What utilities, we
have a water line water main coming from this existing
around the site. Um And ending up there,
it creates a loop system which is a factor of
safety in case anywhere in the pipe there is a
break. Um It can be serviced from the other
side and we have laterals going to each building and
then our sanitary sewer begins. We have two different
networks for that. The first one begins here and
comes up to the existing and then the other one
begins here and ends of the existing right there And
that is an 8 um diameter PVC pipe and we
have the laterals connecting to each building. Um These
two networks only cost in one spot which was right
here And we had the water over the sanitary by
at least 18 and you can see along here there
separated by 10 ft horizontally. Our final project policy
cost was about uh$2.5 million. We managed to
change some of the features such as retaining walls,
that diameter and number of inlets to reduce it by
10 to provide the client with lesser price more affordable
. And the with the 10 savings Uh it came
down to be uh$2.2$2.2 million. Tell us
the presentation. Um You guys have any questions?
Yes, yes. You're storm tank. Mhm.
34 34 violence cookie division at being construct. Sorry
, what was that between vision? That this Storm
Technet would be made? Hell you constructed. There
are companies that you can just give them the dimensions
and whatever you need and they'll construct that. I'm
not exactly sure what material is used. I'm assuming
some sort of reinforced concrete, but I'm not exactly
sure. Questions. What do you think your most
difficult part of this whole project with? a lot
of probably created just thinking back to the most just
getting it all worked out moving forward, knowing that
other things in mind, you know the way utilities
and store water trying to entertain all that while making
sure that, you know, one of the half
acres was flat on that six yourself because that was
a 50 ft drop was pretty tricky putting on the
walls and just right, getting the scales done The
five biggest challenge rest cast out here all night,
Well done.