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C-1
300
LIG
HTI
NG
AN
DPH
OTO
MET
RIC
S PL
AN
TILE
1DAT
EN
o.D
ESC
RIP
TIO
N
REV
ISIO
NS
APP
LIC
AN
TEP
T C
ON
CO
RD
II, L
LC90
9 W
ALN
UT,
SU
ITE
200
KAN
SAS
CIT
Y, M
O 6
4106
(816
)47
2-17
00 (P
HO
NE)
(816
)47
2-57
94 (F
AX)
SITE
/CIV
IL E
NG
INEE
R
AKR
F EN
GIN
EER
ING
, P.C
.34
SO
UTH
BR
OAD
WAY
, SU
ITE
401
WH
ITE
PLAI
NS,
NY
1060
1(9
14) 9
49-7
336
(PH
ON
E)(9
14) 9
49-7
559
(FAX
)
PRO
JEC
TEP
T C
ON
CO
RD
RES
OR
TPH
ASE
1TO
WN
OF
THO
MPS
ON
NEW
YO
RK
SHEE
T TI
TLE
DR
AWN
BY
CH
ECKE
D B
Y
SCAL
ED
ATE
SHEE
T N
O.
EB, A
C, J
H, M
H, M
GAM
HAR
T H
OW
ERTO
N10
EAS
T 40
TH S
TREE
TN
EW Y
OR
K, N
Y 10
016
(212
)68
3-56
31 (P
HO
NE)
(212
)48
1-37
68 (F
AX)
SUR
VEYO
RC
ON
TRAC
TOR
S' L
INE
& G
RAD
ESO
UTH
, LLC
23 N
EPPE
RH
AN A
VEN
UE
ELM
SFO
RD
, NY
1052
3(9
14) 3
47-3
141
(PH
ON
E)(9
14) 3
47-3
120
(FAX
)
GEO
TEC
HN
ICA
L C
ON
SULT
AN
TM
ELIC
K-TU
LLY
AND
ASS
OC
IATE
S, P
.C.
117
CAN
AL R
OAD
SOU
TH B
OU
ND
BR
OO
K, N
J 08
880
(732
) 356
-340
0 (P
HO
NE)
(732
) 356
-905
4 (F
AX)
NEW
YO
RK
STAT
E ED
UC
ATIO
N L
AW 1
45, S
ECTI
ON
720
9,PR
OH
IBIT
S AN
Y IN
DIV
IDU
AL F
RO
M A
LTER
ING
TH
ESE
DR
AWIN
GS
AND
/OR
AC
CO
MPA
NYI
NG
SPE
CIF
ICAT
ION
SIN
AN
Y W
AY, U
NLE
SS IT
IS U
ND
ER T
HE
DIR
ECT
SUPE
RVI
SIO
N O
F A
LIC
ENSE
D P
RO
FESS
ION
ALEN
GIN
EER
. IF
ALTE
RAT
ION
S AR
E M
ADE,
TH
E AL
TER
ING
ENG
INEE
R M
UST
SIG
N, S
EAL,
DAT
E, A
ND
DES
CR
IBE
THE
FULL
DES
CR
IPTI
ON
OF
THE
ALTE
RAT
ION
ON
TH
ED
RAW
ING
AN
D/O
R S
PEC
IFIC
ATIO
NS.
SITE
PLA
N S
UBM
ISSI
ON
NO
T FO
R C
ON
STR
UC
TIO
N
1"=4
0'02
/11/
13
MA
STER
PLA
NN
ER /
LAN
DSC
APE
AR
CH
ITEC
T
KEY
PLAN8
910111213
16
123
54
7
6
1714
15
1819
202122
2324
STR
UC
TUR
AL
CO
NSU
LTA
NT
TITA
N E
NG
INEE
RS,
P.C
.12
41 G
RAN
DVI
EW A
VEN
UE
UN
ION
, NJ
0708
3(9
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044
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ON
E)(8
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64-8
484
(FAX
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106
/26/
13FI
NAL
SIT
E PL
AN S
UBM
.
SUBJ
ECT
TILE
TILE
EXC
LUD
ED F
RO
M S
ERIE
S
100
200
400
SCAL
E: 1
" = 2
00'
0
ZONE E
ZON
E E
ZON
E D
ZONE
DZO
NE C
ZONE B
ZONE C
ZONE
A
ZONE
B
SCAL
E: 1
" = 4
0'
020
4080
MATCHLINE - SEE TILE 5
MAT
CH
LIN
E - S
EE T
ILE
3C
-130
4
DAT
EN
o.D
ESC
RIP
TIO
N
REV
ISIO
NS
APP
LIC
AN
TEP
T C
ON
CO
RD
II, L
LC90
9 W
ALN
UT,
SU
ITE
200
KAN
SAS
CIT
Y, M
O 6
4106
(816
)47
2-17
00 (P
HO
NE)
(816
)47
2-57
94 (F
AX)
SITE
/CIV
IL E
NG
INEE
R
AKR
F EN
GIN
EER
ING
, P.C
.34
SO
UTH
BR
OAD
WAY
, SU
ITE
401
WH
ITE
PLAI
NS,
NY
1060
1(9
14) 9
49-7
336
(PH
ON
E)(9
14) 9
49-7
559
(FAX
)
PRO
JEC
TEP
T C
ON
CO
RD
RES
OR
TPH
ASE
1TO
WN
OF
THO
MPS
ON
NEW
YO
RK
SHEE
T TI
TLE
DR
AWN
BY
CH
ECKE
D B
Y
SCAL
ED
ATE
SHEE
T N
O.
EB, A
C, J
H, M
HAM
HAR
T H
OW
ERTO
N10
EAS
T 40
TH S
TREE
TN
EW Y
OR
K, N
Y 10
016
(212
)68
3-56
31 (P
HO
NE)
(212
)48
1-37
68 (F
AX)
SUR
VEYO
RC
ON
TRAC
TOR
S' L
INE
& G
RAD
ESO
UTH
, LLC
23 N
EPPE
RH
AN A
VEN
UE
ELM
SFO
RD
, NY
1052
3(9
14) 3
47-3
141
(PH
ON
E)(9
14) 3
47-3
120
(FAX
)
GEO
TEC
HN
ICA
L C
ON
SULT
AN
TM
ELIC
K-TU
LLY
AND
ASS
OC
IATE
S, P
.C.
117
CAN
AL R
OAD
SOU
TH B
OU
ND
BR
OO
K, N
J 08
880
(732
) 356
-340
0 (P
HO
NE)
(732
) 356
-905
4 (F
AX)
NEW
YO
RK
STAT
E ED
UC
ATIO
N L
AW 1
45, S
ECTI
ON
720
9,PR
OH
IBIT
S AN
Y IN
DIV
IDU
AL F
RO
M A
LTER
ING
TH
ESE
DR
AWIN
GS
AND
/OR
AC
CO
MPA
NYI
NG
SPE
CIF
ICAT
ION
SIN
AN
Y W
AY, U
NLE
SS IT
IS U
ND
ER T
HE
DIR
ECT
SUPE
RVI
SIO
N O
F A
LIC
ENSE
D P
RO
FESS
ION
ALEN
GIN
EER
. IF
ALTE
RAT
ION
S AR
E M
ADE,
TH
E AL
TER
ING
ENG
INEE
R M
UST
SIG
N, S
EAL,
DAT
E, A
ND
DES
CR
IBE
THE
FULL
DES
CR
IPTI
ON
OF
THE
ALTE
RAT
ION
ON
TH
ED
RAW
ING
AN
D/O
R S
PEC
IFIC
ATIO
NS.
SITE
PLA
N S
UBM
ISSI
ON
NO
T FO
R C
ON
STR
UC
TIO
N
1"=4
0'02
/11/
13
MA
STER
PLA
NN
ER /
LAN
DSC
APE
AR
CH
ITEC
T
KEY
PLAN8
910111213
16
123
54
7
6
1714
15
1819
202122
2324
STR
UC
TUR
AL
CO
NSU
LTA
NT
TITA
N E
NG
INEE
RS,
P.C
.12
41 G
RAN
DVI
EW A
VEN
UE
UN
ION
, NJ
0708
3(9
08) 6
24-0
044
(PH
ON
E)(8
77) 3
64-8
484
(FAX
)
106
/26/
13FI
NAL
SIT
E PL
AN S
UBM
.
SUBJ
ECT
TILE
TILE
EXC
LUD
ED F
RO
M S
ERIE
S
LIG
HTI
NG
AN
DPH
OTO
MET
RIC
S PL
AN
TILE
4
PHO
TOM
ETR
IC S
TATI
STIC
S:
AVER
AGE
MAX
IMU
MM
INIM
UM
MAX
/MIN
AVE/
MIN
ZON
E A
1.7
FC4.
5 FC
0.3
FC15
.0 :1
5.7
:1ZO
NE
B1.
0 FC
3.2
FC0.
4 FC
8.0
:12.
5 :1
ZON
E C
0.9
FC1.
7 FC
0.3
FC5.
7 :1
3.0
:1ZO
NE
D1.
0 FC
2.4
FC0.
3 FC
8.0
:13.
3 :1
ZON
E E
1.3
FC5.
0 FC
0.3
FC16
.7 :1
4.3
:1TH
OM
PSO
NVI
LLE
RD
0.9
FC5.
0 FC
0.3
FC16
.7 :1
3.0
:1R
OU
ND
ABO
UT
1.1
FC4.
2 FC
0.3
FC14
.0 :1
3.7
:1IN
TER
CH
ANG
E1.
8 FC
4.7
FC0.
3 FC
15.7
:16.
0 :1
NO
TE:
REF
ER T
O E
PT C
ON
CO
RD
RES
OR
T PH
ASE
1LI
GH
TIN
G P
ACKA
GE
DAT
ED M
AY 2
2, 2
013
PREP
ARED
BY
HAR
T H
OW
ERTO
NAR
CH
ITEC
TS &
PLA
NN
ERS,
AN
D A
TELI
ERLU
MIE
RE
FOR
LIG
HTI
NG
FIX
TUR
E D
ETAI
LS,
SCH
EDU
LE, A
ND
SEC
TIO
NS.
LUM
INAI
RE
SCH
EDU
LE
ZON
ESY
MBO
LLA
BEL
QTY
MO
UN
TIN
GD
ISTA
NC
E FR
OM
HEI
GH
TE-
O-P
AF1
5920
'-0"
8'-0
"TH
OM
PSO
NVI
LLE
F252
16'-0
"12
"-0"
EF3
3620
'-0"
4'-0
"E
F414
20'-0
"C
ENTE
R O
F M
EDIA
NB,
CF7
154
20'-0
"12
'-0"
C,D
F814
20'-0
"C
ENTE
R O
F M
EDIA
ND
F913
20'-0
"8'
-0"
ZON
ESY
MBO
LAR
RAN
GEM
ENT
ARM
LEN
GTH
LLF
LUM
.LU
M.
DES
CR
IPTI
ON
SW
ATTS
LUM
ENS
ASI
NG
LE6'
-0"
0.81
6539
94D
SC4L
-1-L
G37
00-R
2-35
THO
MPS
ON
VILL
ESI
NG
LE6'
-0"
0.81
5132
91D
SC4L
-1-L
G37
00-R
3-35
ESI
NG
LE6'
-0"
0.81
6540
40D
SC4L
-1-L
G37
00-R
1-35
ED
OU
BLE
6'-0
"0.
8113
080
80D
SC4L
-1-L
G37
00-R
2-35
B,C
SIN
GLE
6'-0
"0.
8151
3291
DSC
4L-1
-LG
3700
-R3-
35C
,DD
OU
BLE
6'-0
"0.
8110
265
82D
SC4L
-1-L
G37
00-R
3-35
DSI
NG
LE6'
-0"
1.00
6550
40D
SC4L
-1-L
G37
00-R
3-35
#3-
Typ
eF
7in
Zon
eB
islo
cate
d8'
away
from
the
edge
ofth
ero
ad.
TYPE
DES
CR
IPTI
ON
WA
TTA
GE
LAM
P / W
ATT
AG
EM
AN
UFA
CTU
RER
CA
TALO
G #
VOLT
AG
ETR
AN
SFO
RM
ER/
BA
LLA
ST(if
requ
ired)
LOC
ATI
ON
CO
MM
ENTS
Issu
ed:
22 D
ecem
ber 2
014
EPT
Con
cord
Res
ort -
Pha
se 1
Ligh
ting
Fixt
ure
Sche
dule
- La
ndsc
ape
Issu
e fo
r Bid
Pac
kage
A
Har
t How
erto
n A
rchi
tect
s &
Pla
nner
s
Se"lu
x
DSC
4L-1
-LG
3500
-R3-
35-X
X-SP
(Stru
ctur
a C
harc
oal S
andt
ex fi
nish
) -2
77-B
i-X _
Hea
d on
ly
277v
Stru
ctur
a
Rou
nd ta
pere
d 20
ft hi
gh
pole
- (1
) 6ft
long
arm
an
d Te
non
to b
e pr
ovid
ed b
y St
ruct
ura.
S8 W
eath
ered
Gre
y fin
ish
with
4'-0
" hig
h C
harc
oal S
andt
ex fi
nish
m
etal
bas
e.
n/a
Se"lu
x
(2) D
SC4L
-1-L
G35
00-
R3-
35-X
X-SP
(Stru
ctur
a C
harc
oal S
andt
ex fi
nish
) -2
77-
Bi-X
_ H
ead
only
277v
Stru
ctur
a
Rou
nd ta
pere
d 20
ft hi
gh
pole
- (2
) 6ft
long
arm
s an
d Te
non
to b
e pr
ovid
ed b
y St
ruct
ura.
S8 W
eath
ered
Gre
y fin
ish
with
4'-0
" hig
h C
harc
oal S
andt
ex fi
nish
m
etal
bas
e.
n/a
The
botto
m o
f 20'
pol
e sh
all a
lign
with
the
leve
l of t
he ro
adw
ay. T
he
conc
rete
bas
e m
aybe
exp
osed
du
e to
the
land
leve
l cha
nges
. In
this
cas
e, th
e co
ncre
te b
ase
shal
l be
sta
ined
.
GC
to b
e re
spon
sibl
e to
bui
ld th
e pr
oper
con
cret
e fo
unda
tion
for t
he
pole
. EC
to ru
n th
e w
ire in
the
woo
d po
le a
nd m
ake
the
prop
er
conn
ectio
n fro
m th
e lu
min
aire
he
ad to
the
base
thro
ugh
insi
de
the
pole
. At
tach
the
6"di
a. c
ast
met
al m
edal
lion
with
the
reso
rt lo
go a
bove
the
met
al b
ase
of th
e po
le. T
he lo
go to
be
desi
gned
by
land
scap
e ar
chite
ct,
man
ufac
ture
d by
Stru
ctur
a.
GC
to b
e re
spon
sibl
e to
bui
ld th
e pr
oper
con
cret
e fo
unda
tion
for t
he
pole
. EC
to ru
n th
e w
ire in
the
woo
d po
le a
nd m
ake
the
prop
er
conn
ectio
n fro
m th
e lu
min
aire
he
ad to
the
base
thro
ugh
insi
de
the
pole
.
Atta
ch th
e 6"
dia.
cas
t met
al
med
allio
n w
ith th
e re
sort
logo
ab
ove
the
met
al b
ase
of th
e po
le.
The
logo
to b
e de
sign
ed b
y la
ndsc
ape
arch
itect
, m
anuf
actu
rerd
by
Stru
ctur
a.
Pole
top
Lum
inai
re _
Sam
e as
Typ
e F2
. (51
wat
ts. T
ype
3)ex
cept
the
pole
hei
ght.
Pole
: 20
feet
hig
h, 7
" dia
met
er a
t bot
tom
and
5.5
"dia
met
er a
t top
ta
pere
d ro
und
woo
d po
le w
ith S
8 w
eath
ered
gre
y fin
ish.
The
al
umin
um b
ase
to b
e 4'
-0" h
igh
with
Cha
rcoa
l San
dtex
fini
sh.
Anch
ored
to th
e co
ncre
te b
ase.
Sing
le 6
'-0" l
ong
arm
and
teno
n to
be
prov
ided
by
Stru
ctur
a.
51 w
atts
51 w
atts
350
0K L
EDIn
tegr
al L
ED d
river
Zone
B &
C- P
ole
is lo
cate
d 12
' aw
ay fr
om th
e ed
ge
of th
e ro
ad a
t Zon
e C
, &
8' a
way
at
Zone
B.
The
fixt
ure
to b
e st
agge
red
both
sid
es o
f eac
h ro
adw
ay.
F7 F8
Pole
top
Lum
inai
re :
Sam
e as
F7
exce
pt tw
o lu
min
aire
hea
ds.
(51w
atts
. Typ
e 3)
Pole
: 20
feet
hig
h 7
" dia
met
er a
t bot
tom
and
5.5
" dia
met
er a
t top
ta
pere
d ro
und
woo
d po
le w
ith S
8 w
eath
ered
gre
y fin
ish.
The
al
umin
um b
ase
to b
e 4'
-0" h
igh
with
Cha
rcoa
l San
dtex
fini
sh.
Anch
ored
to th
e co
ncre
te b
ase.
Dou
ble
6'-0
" lon
g ar
ms
and
teno
n to
be
prov
ided
by
Stru
ctur
a.
102
wat
ts(2
) 51
wat
ts 3
500K
LE
DIn
tegr
al L
ED d
river
Pole
is lo
cate
d 12
'aw
ay fr
om th
e ed
ge o
f the
road
at
Zone
C w
here
M
edia
n ar
ea is
na
rrow
er th
an 2
4'
wid
e, a
nd 8
' aw
ayfro
m th
e ed
ge o
f the
ro
ad a
t Zon
e B
whe
re M
edia
n ar
ea
is n
arro
wer
than
16'
w
ide.
atel
ier l
umie
re, I
nc.
Page
3 o
f 4C
onco
rd -
Bid
Pack
age
A 12
22
2014
.xls