lease build to suit - up to 100,000 sf
TRANSCRIPT
Exclusively Presented By: DEREK HECKMAN | 301.991.1235 | [email protected]
BUILD TO SUIT - UP TO 100,000 SF 520 Western Maryland Parkway, Hagerstown, MD
PROPERTY HIGHLIGHTS
• Prime Industrial Site overlook-ing I-81
• Site Plan Preliminary Ap-proved
• Zoned Industrial General
• Immediately off I-81, Exit 7
• Easy access
• Public Water, Public Sewer, Natural Gas, and Electric
• Ideal for Light Manufacturing/Warehousing
• Build to Suit
LEASEBTS
Exclusively Presented By: DEREK HECKMAN | 301.991.1235 | [email protected]
LOCATION520 Western Maryland Parkway
LEASEBTS
Exclusively Presented By: DEREK HECKMAN | 301.991.1235 | [email protected]
SITE PLANParkway Business Park
SALE21.36 Acres
REVISIONS:DATE:
SCALE
DATE CHK BY
DATE DWN BY
ELECT. DIST. TAX MAP
JOB NO.
DWG. NO. SH
EE
T N
O.:
20 WEST BALTIMORE STREET, GREENCASTLE, PENNSYLVANIA 17225128 SOUTH POTOMAC STREET, HAGERSTOWN, MARYLAND 21740CIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERS
20 WEST BALTIMORE STREET, GREENCASTLE, PENNSYLVANIA 17225128 SOUTH POTOMAC STREET, HAGERSTOWN, MARYLAND 21740CIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERS
S
E
SSOCIATES, INC.
FREDERICKEIBERT
AS&1
14 9 T.
(301) 416-7478 (301) 791-3650 (717) 597-1007FAX (301) 739-4956
C
1" = 40'
02-01-08 RDH
03 49-1-1165
2925.E 2
14
OVERALL SITE, UTILITY,& DIMESIONING PLAN
of
EXETERSituate along the East side ofWestern Maryland Parkway
WASHINGTON COUNTY, MARYLAND
Revision 103-12-08
Revision 203-31-08
Revision 304-16-08
Revision 405-14-08
2 yr Update03-24-10
2008
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RTY
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OLI
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IVID
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ATE
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RTY
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O.:
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OR
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E PR
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TIO
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OM
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WIT
H N
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241
, "S
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R S
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AR
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STR
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ND
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ER
ATI
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D C
HA
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R 1
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F N
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1, "
UN
IFO
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ED
FIR
E C
OD
E".
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ER
MIT
TO
PE
RFO
RM
BLA
STI
NG
IS R
EQ
UIR
ED
AN
D C
AN
BE
OB
TAIN
ED
BY
TH
E C
ON
TRA
CTO
R A
T TH
EH
AG
ER
STO
WN
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E M
AR
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AL'
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FFIC
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. CH
UR
CH
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ER
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WN
. N
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PE
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IR B
UR
NIN
G O
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EB
RIS
ISP
ER
MIT
TED
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BU
ILD
ING
S S
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LL H
AV
E T
HE
AP
PR
OV
ED
AD
DR
ES
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UM
BE
RP
LAC
ED
IN A
PO
SIT
ION
TO
BE
PLA
INLY
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ND
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IBLE
FRO
M T
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OA
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RTY
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ET
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ES
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: 5
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ES
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QU
IRE
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ND
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ALL
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LO
CA
TED
AT
THE
MA
IN B
UIL
DIN
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NTR
AN
CE
.5.
THE
AV
AIL
AB
LE W
ATE
R S
UP
PLY
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LATI
ON
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ND
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ILD
ING
DE
MA
ND
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SE
D O
N A
NN
EX
H T
AB
LE H
.5.1
OF
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A1,
SH
ALL
BE
PR
OV
IDE
D T
O T
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CIT
Y O
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AG
ER
STO
WN
FIR
ED
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AR
TME
NT.
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ATE
R M
AIN
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UP
PLY
ING
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E P
RO
TEC
TIO
N S
YS
TEM
SS
HA
LL B
E IN
STA
LLE
D IN
AC
CO
RD
AN
CE
WIT
H N
FPA
24,
"PR
IVA
TE S
ER
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E M
AIN
S A
ND
TH
EIR
AP
PU
RTE
NA
NC
ES
."FI
RE
HY
DR
AN
TS IN
STA
LLE
D O
N P
RIV
ATE
MA
INS
SH
ALL
ME
ET
THE
STA
ND
AR
DS
OF
THE
CIT
Y O
F H
AG
ER
STO
WN
WA
TER
DE
PA
RTM
EN
T.
UTI
LITY
NO
TES
U.1
All
wat
er fa
cilit
ies
shal
l be
cons
truct
ed in
con
form
ance
with
City
of H
ager
stow
n W
ater
& S
ewer
Dep
artm
ent a
nd S
tate
of M
aryl
and,
Dep
artm
ent o
f Hea
lth a
nd M
enta
l Hyg
iene
, Env
ironm
enta
l Hea
lth A
dmin
istra
tion
stan
dard
s an
d sp
ecifi
catio
ns.
a. A
ll fit
tings
, ben
ds, a
nd a
ppur
tena
nces
sha
ll be
inst
alle
d w
ith p
rope
r and
requ
ired
conc
rete
but
tress
es.
All d
ead
end
serv
ices
sha
ll be
prop
erly
cap
ped
and
buttr
esse
d. b
. All
pipe
join
ts s
hall
be le
ft op
en u
ntil
wat
er li
ne h
as b
een
hydr
osta
tical
ly te
sted
, unl
ess
dire
cted
oth
erw
ise
by th
e C
ity o
f Hag
erst
own
Wat
er &
Sew
er D
epar
tmen
t. c
. All
unde
rgro
und
wat
er li
nes
are
to b
e in
stal
led
with
3' -
6" o
f cov
er b
elow
fini
shed
gra
de.
U.2
All
sani
tary
sew
er fa
cilit
ies
shal
l be
cons
truct
ed in
con
form
ance
with
the
City
of H
ager
stow
n W
ater
& S
ewer
Dep
artm
ent S
tand
ards
and
Spe
cific
atio
ns a
nd M
aryl
and
Dep
artm
ent o
f the
Env
ironm
ent s
tand
ards
and
spe
cific
atio
ns.
a. A
ll se
wer
line
s to
be
PVC
-SD
R-3
5. b
. All
bedd
ing
and
embe
dmen
t mat
eria
l and
com
pact
ion
shal
l mee
t Wat
er &
Sew
er s
peci
ficat
ions
.U
.3 A
ll sa
nita
ry s
ewer
s pr
opos
ed fo
r ded
icat
ion
or p
ropo
sed
for p
ossi
ble
futu
re d
edic
atio
n to
the
City
of H
ager
stow
n m
ust b
e co
nstru
cted
toC
ity S
tand
ards
and
Spe
cific
atio
ns, a
nd u
nder
insp
ectio
n by
the
City
.U
.4 T
he d
evel
oper
or h
is c
ontra
ctor
mus
t sup
ply
the
Wat
er a
nd S
ewer
Dep
artm
ent w
ith in
form
atio
n re
lativ
e to
the
num
ber o
f lin
ear f
eet o
fpi
pe b
y si
ze, t
ype,
ave
rage
dep
th, a
nd u
nit c
ost o
f sam
e, th
e nu
mbe
r of m
anho
les
and
the
unit
cost
per
man
hole
. Th
is in
form
atio
n sh
ould
furth
er d
etai
l any
oth
er a
ppur
tena
nces
to b
e de
dica
ted
to th
e C
ity a
long
with
the
cost
of s
ame.
All
info
rmat
ion
mus
t be
supp
lied
prio
r to
com
men
cem
ent o
f con
stru
ctio
n.U
.5 T
he o
wne
r/dev
elop
er o
r his
eng
inee
r is
requ
ired
to s
uppl
y th
e W
ater
& S
ewer
Dep
artm
ent w
ith o
ne (1
) set
s of
myl
ars
and
thre
e (3
) set
sof
prin
ts a
ppro
ved
and
sign
ed b
y th
e W
ater
& S
ewer
Dep
artm
ent M
anag
er a
fter f
inal
app
rova
l and
prio
r to
the
star
t of c
onst
ruct
ion.
U.6
The
ow
ner/d
evel
oper
or h
is e
ngin
eer i
s re
quire
d to
sup
ply
the
Wat
er &
Sew
er D
epar
tmen
t with
acc
epta
ble,
repr
oduc
ible
"as-
built
s" p
rior
to fi
nal a
ccep
tanc
e an
d de
dica
tion
of th
e pr
opos
ed s
anita
ry s
ewer
line
s. P
rints
of "
as-b
uilts
" are
a re
quire
men
t of t
he D
epar
tmen
t of t
heE
nviro
nmen
t.U
.7 T
he c
ontra
ctor
mus
t pro
vide
the
Wat
er &
Sew
er in
spec
tor w
ith M
OSH
saf
ety
assi
stan
ce fo
r con
fined
spa
ce e
ntry
.U
.8 T
he c
ontra
ctor
sha
ll ve
rify
the
loca
tion
and
elev
atio
n of
exi
stin
g ut
ilitie
s be
fore
sta
rting
con
stru
ctio
n.U
.9 T
he C
ontra
ctor
sha
ll su
pply
all
bend
s, fi
tting
s an
d bu
ttres
ses
as re
quire
d to
ach
ieve
the
horiz
onta
l and
ver
tical
alig
nmen
ts a
s sh
own
onth
e pl
ans.
Ben
ds a
nd fi
tting
s m
ay n
ot b
e sh
own
on th
e pl
an a
nd p
rofil
e bu
t are
to b
e in
clud
ed in
the
Con
tract
or's
cost
and
thei
r exa
ctlo
catio
n is
at t
he o
ptio
n of
the
Con
tract
or to
ach
ieve
the
horiz
onta
l lay
out s
how
n he
reon
.U
.10
Con
tract
or to
ver
ify w
ith u
tility
com
pani
es th
at p
ropo
sed
sedi
men
t ero
sion
con
trol m
easu
res
are
loca
ted
so a
s to
avo
id c
onfli
cts
with
thei
r pro
pose
d ut
ility
inst
alla
tion
befo
re p
lace
men
t of s
edim
ent e
rosi
on c
ontro
l mea
sure
s.U
.11
Trac
er w
ire to
be
inst
alle
d w
ith a
ll 2"
HD
PE w
ater
line
in a
ccor
danc
e w
ith th
e C
ity o
f Hag
erst
own
Wat
er &
Sew
er D
epar
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