A - Tender notice for Road Dev Phase II - Glass Shack...
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Transcript of A - Tender notice for Road Dev Phase II - Glass Shack...
DRAWINGS
DR
AW
ING
LIS
T
DW
GN
O.
TITL
E
GEN
ERA
L N
OTE
S:G
ENER
AL
NO
TES
TO B
E RE
AD
IN C
ON
JUN
CTIO
N W
ITH
ALL
CO
NTR
ACT
DO
CUM
ENTS
1) A
LL D
IMEN
SIO
NS
IN F
EET
& IN
CHES
; ALL
LEV
ELS
IN F
EET
& IN
CHES
ABO
VE
NG
DV
(NA
TIO
NA
L G
EOD
ETIC
VER
TICA
L D
ATU
M)
2) A
LL S
TRU
CTU
RAL
DRA
WIN
GS
TO B
E RE
AD
IN C
ON
JUN
CTIO
N W
ITH
ALL
OTH
ER C
ON
SULT
AN
TS' D
RAW
ING
S.
3) A
LL D
IMEN
SIO
NS
AN
D L
EVEL
S TO
BE
CON
FIRM
ED O
N-S
ITE
BY C
ON
TRA
CTO
R
4) A
LL R
EIN
FORC
ED S
TEEL
SH
ALL
HA
VE
A 1
-1/2
" CLE
AR
COV
ER U
NLE
SS O
THER
WIS
E N
OTE
D, A
ND
SH
ALL
BE
GRA
DE
40 O
R G
RAD
E 60
(AST
M A
-615
)
5) A
NY
PRO
TRU
DIN
G E
ND
S O
F PI
PES
SHA
LL B
E TR
IMM
ED F
LUSH
WIT
H T
HE
INSI
DE
WA
LLS
AN
D G
ROU
TED
.
6) T
HE
MET
AL
FRA
ME
AN
D G
RATE
SH
ALL
BE
SET
A S
LOPE
TO
CO
NFO
RM T
O T
HE
PART
ICU
LAR
DRA
INA
GE.
7) E
LBO
W S
ECTI
ON
SH
ALL
BE
REM
OV
ABL
E FO
R M
AIN
TEN
AN
CE P
URP
OSE
S U
SIN
G A
BEL
L &
SPI
GO
T JO
INT.
8) B
EDD
ING
MA
TERI
ALS
SH
ALL
CO
NFO
RM T
O S
TAN
DA
RD S
PECI
FICA
TIO
NS.
9) F
OR
ROCK
AN
D O
THER
INCO
MPR
ESSI
BLE
MA
TERI
ALS
, TH
E TR
ENCH
SH
ALL
BE
OV
ER E
XCA
VA
TED
A M
INIM
UM
OF
6" A
ND
REF
ILLE
D W
ITH
GRA
NU
LAR
AS
DIR
ECTE
D B
Y TH
E EN
GIN
EER.
10)B
EDD
ING
AN
D B
ACK
FILL
MA
TERI
ALS
IN T
HE
PIPE
ZO
NE
SHA
LL B
E CO
MPA
CTED
TO
95%
.
11)T
REN
CH W
IDTH
SH
ALL
NO
T EX
CEED
1-1
/2 T
IMES
TH
E ID
OF
THE
PIPE
PLU
S 18
" AT
THE
TOP
OF
THE
PIPE
ZO
NE.
12)A
LL JO
INTS
SH
ALL
BE
AIR
-TIG
HT
FOR
NO
N-P
ERFO
RATE
D P
IPE.
TH
E EN
GIN
EER
MA
Y RE
QU
IRED
TES
TIN
G O
F A
NY
OR
ALL
JOIN
TS A
ND
CO
NN
ECTI
ON
S.
13) A
LL IN
LET,
MA
NH
OLE
, AN
D C
ATC
H B
ASI
N F
RAM
ES A
ND
GRA
TES
SHA
LL N
OT
BE A
DJU
STED
TO
GRA
DE
UN
TIL
IMM
EDIA
TELY
PRI
OR
TO F
INA
L PA
VIN
G. A
LL C
ATC
H B
ASI
N G
RATE
S SH
ALL
BE
SET
.10'
BEL
OW
PA
VEM
ENT
LEV
EL.
14) A
LL B
UIL
DIN
G D
OW
NSP
OU
TS,F
OO
TIN
G D
RAIN
S, A
ND
LO
T D
RAIN
S O
N C
OM
MER
CIA
L SI
TES
SHA
LL B
E CO
NN
ECTE
D
T
O T
HE
STO
RM D
RAIN
AG
E SY
STEM
, UN
LESS
OTH
ERW
ISE
APP
ROV
ED B
Y TH
E D
EPA
RTM
ENT
OF
PUBL
IC W
ORK
S.
15) C
ON
CRET
E ST
REN
GTH
AT
28 D
AYS
SH
ALL
BE
4500
psi
FO
R A
LL S
TRU
CTU
RAL
MEM
BERS
UN
LESS
OTH
ERW
ISE
NO
TED
.
P
REST
RESS
ED C
ON
CRET
E SH
ALL
BE
MA
DE
OF
5000
psi
CO
NCR
ETE,
OR
AS
REQ
UIR
ED B
Y TH
E PT
CO
NTR
ACT
OR.
16) A
LL C
ON
CRET
E CO
NST
RUCT
ION
JOIN
TS T
O B
E SC
ABB
LED
/RO
UG
HEN
ED T
O E
XPO
SE A
GG
REG
ATE
, WIT
H
H
YDRO
PHIL
IC S
TRIP
S PL
ACE
D C
ENTR
ALL
Y W
HER
E N
OTE
D.
HYD
ROPH
ILIC
STR
IPS,
WH
ERE
REQ
UIR
ED, \
SHA
LL B
E PL
ACE
D IN
ACC
ORD
AN
CE W
ITH
MA
NU
FACT
URE
R'S
RECO
MM
END
ATI
ON
S. P
RIO
R TO
TH
E
SU
BSEQ
UEN
T PO
UR,
TH
E RO
UG
HEN
ED S
URF
ACE
MU
ST B
E CL
EAN
ED A
ND
MO
ISTE
NED
.
17)C
ON
CRET
E PO
URI
NG
SH
ALL
NO
T CO
MM
ENCE
IN A
NY
PART
OF
THE
WO
RK U
NTI
L A
LL P
REPA
RATO
RY
WO
RK H
AS
BEEN
INSP
ECTE
D A
ND
APP
ROV
ED B
Y TH
E EN
GIN
EER
OR
HIS
AU
THO
RIZE
D
REPR
ESEN
TATI
VE/
S.
18) T
HE
MA
XIM
UM
NO
MIN
AL
SIZE
OF
COU
RSE
AG
GRE
GA
TE S
HA
LL B
E 3 4"
FO
R SU
PER-
STRU
CTU
RE
CO
NCR
ETE
ELEM
ENTS
. LA
RGER
SIZ
ES O
F CO
ARS
E A
GG
REG
ATE
MA
Y BE
USE
D F
OR
FOU
ND
ATI
ON
P
AD
S, P
ILE
CAPS
AN
D T
HE
LIK
E.
19) C
ON
CRET
E ST
REN
GTH
FO
R PI
PEW
ORK
SU
RRO
UN
DS
SHA
LL B
E 30
00 p
si, U
NLE
SS N
OTE
D O
THER
WIS
E
20) A
LL B
ARS
TO
BE
BEN
T A
ND
PLA
CED
AS
SHO
WN
IN T
HE
DRA
WIN
GS
OR
IN A
CCO
RDA
NCE
WIT
H A
CI
DET
AIL
ING
MA
NU
AL
2004
(ACI
315
-99)
, OR
SIM
ILA
R A
PPRO
VED
.
21) F
ORM
ATI
ON
S FO
R M
AN
HO
LES/
SETT
LEM
ENT
TAN
KS/
WEL
LS A
ND
SO
AK
-AW
AYS
SH
ALL
BE
ASS
ESSE
D O
N
SITE
FO
R SU
ITA
BILI
TY B
Y EN
GIN
EER.
22) C
ON
TRA
CTO
R SH
ALL
FU
RNIS
H D
RAW
ING
S FO
R TE
MPO
RARY
WO
RKS
AN
D S
HA
LL B
EAR
RESP
ON
SIBI
LITY
F
OR
SUCH
WO
RKS.
DES
IGN
CR
ITER
IA
A. D
ESIG
N F
REQ
UEN
CY (
SIN
GLE
STO
RM A
NA
LYSI
S)
B.
25 Y
EARS
STO
RM S
YSTE
M R
ETU
RN P
ERIO
D
1.1
RA
INFA
LL S
PECI
FICA
TIO
NS
a. V
IRG
IN IS
LAN
D, S
T. C
ROIX
(NO
RTH
CEN
TRA
L ) R
AIN
FALL
= 5
.30"
1.2
HYD
ROLO
GY
RUN
OFF
SPE
CIFI
CATI
ON
S
a
. HYD
ROLO
GY
MET
HO
D =
RA
TIO
NA
L
b
. TIM
E O
F CO
NCE
NTR
ATI
ON
= S
CS T
R-55
c. M
IN. A
LLO
WA
BLE
(TO
C) =
5 m
ins.
1.
3 H
YDRA
ULI
C RO
UTI
NG
SPE
CIFI
CATI
ON
S
a. L
INK
RO
UTI
NG
MET
HO
D =
KIN
EMA
TIC
WA
VE
b.
FO
RCE
MA
IN E
QU
ATI
ON
= H
AZE
N-W
ILLI
AM
S
1
.4 S
TORM
SEW
ER, I
NLE
TS A
ND
STR
EET
DES
IGN
PER
TAIN
ING
TO
WA
TER
FLO
W
a. M
in. S
IZE
OF
STO
RM D
RAIN
AG
E PI
PE =
14"
ø
b.
Max
. SIZ
E O
F ST
ORM
DRA
INA
GE
PIPE
= 1
6"ø
1
.5 M
AN
NIN
G R
OU
GH
NES
S CO
EFFI
CIEN
T FO
R ST
ORM
PIP
E
a
. PV
C ST
ORM
DRA
IN P
IPE
= .0
15
1
.6 S
TORA
GE
OR
SOA
K A
WA
Y ( F
UN
CTIO
NA
L)
1.7
SUBB
ASI
NS
RUN
OFF
CO
EFFI
CIEN
TS S
TREE
T =
.72
PA
RKIN
G =
.85
1.8
WEI
R D
ISCH
ARG
E CO
EFFI
CIEN
T ST
REET
CIP
OLE
TTI
Q =
CLH
3/2
C
= 3.
367
DEP
TH O
F BE
DD
ING
MA
TERI
AL
BELO
W P
IPE
OD
d (m
in)
27" &
SM
ALL
ER
LARG
ER T
HA
N 2
7"
4" 6"
D00
STA
ND
ARD
NO
TES
D01
TYPI
CAL
SECT
ION
S SH
EET
1
700
DRA
INA
GE
LAYO
UT
(PA
RT 1
) SH
EET
1
701
DRA
INA
GE
LAYO
UT
(PA
RT 2
) SH
EET
2
D02
TYPI
CAL
SECT
ION
S SH
EET
2
D03
TYPI
CAL
SECT
ION
S SH
EET
3
D04
WEL
L IN
RO
AD
DET
AIL
- N
OT
TYPI
CAL
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
1"=
1'-0
"TY
ICAL
SOA
AAY
/EL
L
ULLY
SEC
TION
2
1"=
1'-0
"TY
ICAL
SOA
AAY
/EL
L AN
D UL
LY
LAN
S/
1
1"=
1'-0
"TY
ICAL
SOA
AAY
SEC
TION
8"8"
6" B
LOCK
TO
FIN
ISH
ED G
ROU
ND
LEV
EL
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HIC
K C
OV
ER S
LAB
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BARS
@ 8
" CRS
B O
TTO
M, B
OTH
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ECTI
ON
S
GEO
TEXT
ILE
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ING
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ING
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M
#3
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K B
AR
@ 8
" CRS
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IL
FLEX
IBLE
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T IN
PIP
EWO
RK R
EQU
IRED
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HIN
12"
OF
SOA
KA
WA
Y
8" B
LOCK
WA
LL(B
LOCK
LA
ID O
N IT
S SI
DE)
GEO
TEXT
ILE
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ING
BOTT
OM
LEF
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ISH
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UN
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EVEL
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ICAL
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AAY
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1'-3" 8"
BOTT
OM
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TO
PEN
IL
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LOCK
WA
LL(B
LOCK
LA
ID O
N IT
S SI
DE)
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TEXT
ILE
LIN
ING
1"=
1'-0
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L M
A N
O
L E
S E
C T
I O
N
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ic s
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roph
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lock
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itu c
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r sec
tion
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om p
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nit
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rovi
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r in-
situ
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Y
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ING
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ISH
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Mes
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GTH
AN
D W
IDTH
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ER V
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GG
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ATE
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SPH
. CO
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YPE
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EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
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D S
IDE
IN
1"=
1'-0
"TY
ICAL
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CAST
SOA
AAY
OTI
ON
Top
Cove
r Nee
nah
foun
dry
R-45
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r Sim
ilar
Top
Cove
r Nee
nah
foun
dry
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25 o
r Sim
ilar
Gra
vel B
ase
Gra
vel B
ase
412"
Gra
vel B
ase
Gra
vel B
ase
Ring
Fou
ndat
ion
Ring
Fou
ndat
ion
BOTT
OM
LEF
TO
PEN
1"=
1'-0
"
d
Bott
om le
ft o
pen
Gra
vel B
ase
Prec
ast S
oaka
way
Ring
Fou
ndat
ion
HEIGHT VARIES BASED ONVOLUME OF SOAKAWAY REQUIRED PER PLAN
AND BASED ON SITE CONDITIONS
LEN
GTH
AN
D W
IDTH
VA
RY P
ER V
OLU
ME
REQ
UIR
EDA
ND
SIT
E CO
ND
ITIO
NS
MIN
IMU
M S
IZE
ON
DRA
INA
GE
PLA
NS
LEN
GTH
, HEI
GH
T A
ND
WID
THV
ARY
PER
VO
LUM
E RE
QU
IRED
AN
D S
ITE
CON
DIT
ION
SM
INIM
UM
SIZ
E O
N D
RAIN
AG
E PL
AN
S
LEN
GTH
, HEI
GH
T A
ND
WID
THV
ARY
PER
VO
LUM
E RE
QU
IRED
AN
D S
ITE
CON
DIT
ION
SM
INIM
UM
SIZ
E O
N D
RAIN
AG
E PL
AN
S
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
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ROM
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WIN
GS.
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1'-0
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ING
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OF
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LOCK
LA
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TEXT
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Path
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ALL
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foun
dry
R-45
25 o
r Sim
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ase
412"
Grav
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1'-0"2'
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#4
bars
@ 6
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4Nr #
4 ba
rslo
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dina
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Grav
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1'-0"
2'-0
"
#4
bars
@ 6
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4Nr #
4 ba
rslo
ngitu
dina
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nah
foun
dry
cove
ran
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all a
cces
s ch
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r to
wel
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Dim
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equi
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Vol
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and
Base
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Site
Con
ditio
ns
Dim to Suit Required Volumeand Based on Site Conditions
3'-6"
4'-0
"
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
SIN
RA S
REE
WE
O
SE R
OAD
BER OSE
SIN
RA S
REE
SIG
N60
1.1
SIG
N60
1.1
SIG
N60
1.1
SIG
N60
1.1
SIG
N60
1.1
SIG
N60
1.1
SIG
N60
1.1
SIG
N60
1.1
SIG
N55
7.1
& 6
70 2
0mph
SIG
N55
7.1
& 6
70 2
0mph
SIG
N55
7.1
& 6
70 2
0mph
SIG
N67
0 40
mph
SIG
N54
4
SIG
N54
4
SIG
N55
7.1
SIG
N55
7.1
SIG
N58
4
SIG
N60
9 &
818
SIG
N61
2
SIG
N97
0
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
03.2
MA
RK10
03.2
MA
RK10
04
MA
RK10
04
MA
RK10
04
MA
RK10
04
MA
RK10
22
MA
RK10
22
MA
RK10
22
MA
RK10
22
MA
RK10
22
MA
RK10
22
MA
RK10
22
MA
RK10
22
MA
RK10
22
MA
RK10
24
MA
RK10
24
MA
RK10
24
MA
RK10
24
MA
RK10
25.4
MA
RK10
26
MA
RK10
36.1
MAAW OSE
MA
RK10
24
MA
RK10
24
ALL
SIG
NS,
AR
RO
WS
AN
D L
INE
MA
RK
ING
AR
E SH
OW
N H
ERE
IND
ICA
TIV
ELY
ON
LY.
DET
AIL
S TO
BE
IN A
CC
OR
DA
NC
E W
ITH
TH
E20
02 U
K T
RA
FFIC
SIG
NS
REG
ULA
TIO
NS
DO
CU
MEN
T:N
o. 3
113
RO
AD
TR
AFF
ICTh
e Tr
affic
Sig
ns R
egul
atio
ns a
nd G
ener
al D
irect
ions
200
2
6 FO
OT
WID
E, 4
" HIG
HSP
EED
BU
MP,
HA
TCH
ED W
ITH
YEL
LOW
REFL
ECTI
VE
THER
MO
PLA
STIC
PAIN
T, F
ULL
WID
TH O
F RO
AD
6 FO
OT
WID
E, 4
" HIG
HSP
EED
BU
MP,
HA
TCH
ED W
ITH
YEL
LOW
REFL
ECTI
VE
THER
MO
PLA
STIC
PAIN
T, F
ULL
WID
TH O
F RO
AD
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
WE
O
SE R
OAD
PARA
DISE
RO
AD
SIN
RA S
REE
SIG
N51
0
SIG
N51
0
SIG
N51
0
SIG
N60
2
SIG
N60
2
SIG
N60
2
SIG
N60
1.1
SIG
N60
1.1
SIG
N60
1.1
SIG
N60
1.1
SIG
N60
1.1
SIG
N55
7.1
& 6
70 2
0mph
SIG
N55
7.1
& 6
70 2
0mph
SIG
N55
7.1
& 6
70 2
0mph
SIG
N55
7.1
& 6
70 2
0mph
SIG
N67
0 40
mph
SIG
N67
0 20
mph
SIG
N54
4
SIG
N54
4
SIG
N54
4
SIG
N55
7.1
SIG
N55
7.1
SIG
N55
7.1
SIG
N58
4
SIG
N97
0
SIG
N97
0
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
02.1
MA
RK10
03.1
MA
RK10
03.1
MA
RK10
03.1
MA
RK10
03.2
MA
RK10
03.2
MA
RK10
03.2
MA
RK10
03.2
MA
RK10
04
MA
RK10
04
MA
RK10
05
MA
RK10
05M
ARK
1005
MA
RK10
22
MA
RK10
22
MA
RK10
22
MA
RK10
22
MA
RK10
22
MA
RK10
22
MA
RK10
24
MA
RK10
24
MA
RK10
24
MA
RK10
24
MA
RK10
24
MA
RK10
24
MA
RK10
24
MA
RK10
24
MA
RK10
25.4
MA
RK10
25.4
MA
RK10
26
MA
RK10
36.1
MA
RK10
13.3
MA
RK10
13.3
MA
RK10
13.3
MA
RK10
01
MA
RK10
01
MA
RK10
01
MAAW OSE
ALL
SIG
NS,
AR
RO
WS
AN
D L
INE
MA
RK
ING
AR
E SH
OW
N H
ERE
IND
ICA
TIV
ELY
ON
LY.
DET
AIL
S TO
BE
IN A
CC
OR
DA
NC
E W
ITH
TH
E20
02 U
K T
RA
FFIC
SIG
NS
REG
ULA
TIO
NS
DO
CU
MEN
T:N
o. 3
113
RO
AD
TR
AFF
ICTh
e Tr
affic
Sig
ns R
egul
atio
ns a
nd G
ener
al D
irect
ions
200
2
6 FO
OT
WID
E, 4
" HIG
HSP
EED
BU
MP,
HA
TCH
ED W
ITH
YEL
LOW
REFL
ECTI
VE
THER
MO
PLA
STIC
PAIN
T, F
ULL
WID
TH O
F RO
AD
6 FO
OT
WID
E, 4
" HIG
HSP
EED
BU
MP,
HA
TCH
ED W
ITH
YEL
LOW
REFL
ECTI
VE
THER
MO
PLA
STIC
PAIN
T, F
ULL
WID
TH O
F RO
AD
6 FO
OT
WID
E, 4
" HIG
HSP
EED
BU
MP,
HA
TCH
ED W
ITH
YEL
LOW
REFL
ECTI
VE
THER
MO
PLA
STIC
PAIN
T, F
ULL
WID
TH O
F RO
AD
6 FO
OT
WID
E, 4
" HIG
HSP
EED
BU
MP,
HA
TCH
ED W
ITH
YEL
LOW
REFL
ECTI
VE
THER
MO
PLA
STIC
PAIN
T, F
ULL
WID
TH O
F RO
AD
SIG
N60
1.1
MA
RK10
02.1
MA
RK10
22
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
WE
O
SE R
PARA
DISE
RO
AD
SIG
N51
0
SIG
N51
0
SIG
N51
0
SIG
N60
2
SIG
N60
2
SIG
N60
2
SIG
N60
1.1
SIG
N55
7.1
& 6
70 2
0mph
SIG
N67
0 20
mph
SIG
N67
0 20
mph
SIG
N54
4
SIG
N54
4
SIG
N97
0
MA
RK10
02.1
MA
RK10
03.1
MA
RK10
03.1
MA
RK10
03.1
MA
RK10
03.2
MA
RK10
03.2
MA
RK10
04
MA
RK10
05
MA
RK10
05M
ARK
1005
MA
RK10
22
MA
RK10
24
MA
RK10
24
MA
RK10
24
MA
RK10
24
MA
RK10
25.4
MA
RK10
13.3
MA
RK10
13.3
MA
RK10
13.3
MA
RK10
01
MA
RK10
01
MA
RK10
01
ALL
SIG
NS,
AR
RO
WS
AN
D L
INE
MA
RK
ING
AR
E SH
OW
N H
ERE
IND
ICA
TIV
ELY
ON
LY.
DET
AIL
S TO
BE
IN A
CC
OR
DA
NC
E W
ITH
THE
2002
UK
TR
AFF
IC S
IGN
S R
EGU
LATI
ON
S D
OC
UM
ENT:
No.
311
3 R
OA
D T
RA
FFIC
The
Traf
fic S
igns
Reg
ulat
ions
and
Gen
eral
Dire
ctio
ns 2
002
WES
SIG
N60
1.1
MA
RK10
02.1
MA
RK10
22
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
SIG
N60
1.1
SIG
N55
7.1
& 6
70 2
0mph
SIG
N54
5 &
546
SIG
N55
7.1
& 5
44
SIG
N54
4
MA
RK10
02.1
MA
RK10
22
MA
RK10
24
MA
RK10
24
MA
RK10
24
ALL
SIG
NS,
AR
RO
WS
AN
D L
INE
MA
RK
ING
AR
E SH
OW
N H
ERE
IND
ICA
TIV
ELY
ON
LY.
DET
AIL
S TO
BE
IN A
CC
OR
DA
NC
E W
ITH
THE
2002
UK
TR
AFF
IC S
IGN
S R
EGU
LATI
ON
S D
OC
UM
ENT:
No.
311
3 R
OA
D T
RA
FFIC
The
Traf
fic S
igns
Reg
ulat
ions
and
Gen
eral
Dire
ctio
ns 2
002
6 FO
OT
WID
E, 4
" HIG
HSP
EED
BU
MP,
HA
TCH
ED W
ITH
YEL
LOW
REFL
ECTI
VE
THER
MO
PLA
STIC
PAIN
T, F
ULL
WID
TH O
F RO
AD
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
PARA
DISE
RO
AD
SIG
N51
0
SIG
N67
0 20
mph
SIG
N54
4
SIG
N54
4
SIG
N97
0
M 10M
ARK
1003
.2
MA
RK10
03.2
MA
RK10
04
MA
RK10
05
MA
RK10
24
MA
RK10
25.4
MA
RK10
01
ALL
SIG
NS,
AR
RO
WS
AN
D L
INE
MA
RK
ING
AR
E SH
OW
N H
ERE
IND
ICA
TIV
ELY
ON
LY.
DET
AIL
S TO
BE
IN A
CC
OR
DA
NC
E W
ITH
THE
2002
UK
TR
AFF
IC S
IGN
S R
EGU
LATI
ON
S D
OC
UM
ENT:
No.
311
3 R
OA
D T
RA
FFIC
The
Traf
fic S
igns
Reg
ulat
ions
and
Gen
eral
Dire
ctio
ns 2
002
PAR
ADIS
E R
OAD
W
ES
MA
RK10
22
SIG
N60
1.1
SIG
N67
0 20
mph
SIG
N60
1.1
MA
RK10
02.1
MA
RK10
22
MA
RK10
03.2
MA
RK10
04
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
SPIN
DR
I W
ABR
EE R
IDE
RO
AD
PARR
O
SRE
E
ABA
ORE
RO
AD
WE
O
SE
SIN
RA S
REE
PAR
ADIS
E R
OAD
W
ES
BER OSE BER OSE
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
RG =
RO
AD
GU
LLY
SW =
SO
AK
AW
AY/
WEL
LSW
/G=S
OA
KA
WA
Y/W
ELL
& G
ULL
YSA
= SO
AK
AW
AY
SOP
= SI
TTIN
G O
UT
POIN
TS
KEY
PLA
N
NTS
SITE
LAY
OUT
- LA
SS S
AC S
UBDI
ISIO
N -
ASE
II1
PHA
SE 2
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
15-1
39
PJK
ROA
D &
DRA
INA
GE
DES
IGN
AS
SHO
WN
NO
V. 2
012
DM
D
BEA
CH H
OU
SE L
TD.
PRO
VID
ENCI
ALE
STU
RKS
AN
D C
AIC
OS
ISLA
ND
S
000
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
NTS
ROID
ENCI
ALES
MA
1
NTS
LOCA
TION
MA
2
SOP
SOP2
SOP4
SOP3
SOP5
SOP6
SOP
4
SOP7
SOP
SOP
SOP
SOP
SOP2
SOP3
SOP2A
SOP2
SOP2B
SOP3
A
SOP5
A
SOP4A
SOP4
B
SOP4
SOP4
D
SOP5
SOP
SOP
SOP6
SOP7
SOP4E
SIN
RA S
REE
WINDWARD ROAD
PARADISE ROAD
PAR
ADIS
E R
OAD
PARA
DISE
RO
AD
PARR
O
SRE
E
ABA
ORE
RO
AD
WE
O
SE R
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BER OSE
WINDWARD ROAD
PARADISE ROAD
SPIN
DR
I W
ABR
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IDE
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SOP6
A
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REE
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AD
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SOP6
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P6A
SOP6
BSO
P6A
SOP6
SOP6
BPA
RAD
ISE
RO
AD
WES
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
15-1
39
PJK
SURV
EY P
OIN
TS (E
xist
ing
Prof
ile)
AS
SHO
WN
NO
V. 2
015
DM
D
BEA
CH H
OU
SE L
TD.
PRO
VID
ENCI
ALE
STU
RKS
AN
D C
AIC
OS
ISLA
ND
S
00A
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
SOP
SOP2
SOP4
SOP3
SOP5
SOP
4
SOP7
SOP
SOP
SOP
SOP
SOP2
SOP3
SOP2A
SOP2
SOP2B
SOP3
A
SOP5
A
SOP4A
SOP4
B
SOP4
SOP4
D
SOP5
SOP
SOP
SOP6
SOP7
SOP4E
SIN
RA S
REE
PARR
O
SRE
E
ABA
ORE
RO
AD
WE
O
SE R
OAD
BER OSE
WINDWARD ROAD
WINDWARD ROAD
PARADISE ROAD
PARADISE ROAD
PAR
ADIS
E R
OAD
PARA
DISE
RO
AD
SPIN
DR
I W
ABR
EE R
IDE
RO
AD
SOP6
A
PAR
ADIS
E R
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SIN
RA S
REE
1301
2301
3 301
4301
5301
6301
7301
1302
2302
330
2
5 302
6 302
SOP6
SOP6
ASO
P6B
SOP6
ASO
P6B
SOP6
A
SOP6
SOP6
BPA
RAD
ISE
RO
AD
WES
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
1
15-1
39
PJK
ROA
D D
ESIG
NM
AST
ER P
LAN
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
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NPR
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IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
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DS
001
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
1 100
2 101
3 102
4 103
5 104
6 105
7 106
8 107
9 108
1 400
2 400
3 400
1
12.1
7.20
15Ph
asin
g ad
ded
PHA
SE 1
PHA
SE 2
TYPI
CAL
SECT
ION
FO
R 22
' RO
AD
22'-0
"4'
-0"
Path
Wal
k61 4"
1'-0
"1'
-0"
1'-0
"
2% F
ALL
2% F
ALL
1 1 2 "
ASP
H. C
ON
. TYP
E S3
4 1 2"
AG
GRE
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TE B
ASE
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SPH
. CO
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YPE
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ATE
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ISTI
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R 18
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AD
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th W
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61 4"1'
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1'-0
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-0"
1 1 2"
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H. C
ON
. TYP
E S3
4 1 2"
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GRE
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TE B
ASE
KER
B ST
ON
E
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B ST
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ROA
D G
UTT
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GU
TTER
9'-0
" Driv
ing
Lane
18'-0
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2% F
ALL
2% F
ALL
CRO
WN
9'-0
" Driv
ing
Lane
11'-0
" Driv
ing
Lane
11'-0
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ing
Lane
TACK
CO
AT
EXIS
TIN
G S
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REG
RAD
ED A
ND
PATC
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YPE
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ATE
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5" A
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ATE
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SE(A
s re
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d)
2" x
6" k
erb
ston
e
2" x
6" k
erb
ston
e
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
1
15-1
39
PJK
ROA
D D
ESIG
NTY
PICA
L SE
CTIO
N
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
002
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
1
12.0
2.20
15
Typi
cal s
ectio
ns re
vise
d
SOP
SOP2
SOP3
WINDWARD ROAD
SOP4
SOP5
WINDWARD ROAD
6
SOP7
RO
AD
SOP6
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
2
15-1
39
PJK
MA
STER
PLA
N S
HEE
T-1
Win
dWar
d Ro
ad (
SOP1
to S
OP
14)
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
100
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
M A
T C
H A
- A
M A
T C
H A
- A
M A
T C
H B
- B
M A
T C
H B
- B
KEY
PLA
N :
M A T C H C - C
1"=
1'-0
"
r
1
1
12.0
2.20
15
Roun
d ab
out r
evis
ed
PHA
SE 1
PHA
SE 2
2
12.1
7.20
15
Phas
ing
Add
ed
SOP7
WINDWARD
PARA
DISE
RO
AD
SOP6
A
SOP6
SOP6
ASO
P6B
SOP6
ASO
P6B
SOP6
ASO
P6B
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
2
15-1
39
PJK
MA
STER
PLA
N S
HEE
T-3
Para
dise
Roa
d ( S
OP
1 to
SO
P 14
)
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
102
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
KEY
PLA
N :
1"=
1'-0
"
r
3
1
12.0
2.20
15
Roun
d ab
out r
evis
ed
PHA
SE 1
PHA
SE 2
2
12.1
7.20
15Ph
asin
g ad
ded
SOP2
SOP3
SOP2
A
W
S IN RA S REE
1 301
S IN RA S REE
2 301
SOP2
SOP2
B
330
1
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
1
15-1
39
PJK
MA
STER
PLA
N S
HEE
T-4
Stin
gray
Str
eet (
SO
P 2
to S
OP
2C)
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
103
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
M A
T C
H G
- G
KEY
PLA
N :
1"=
1'-0
"
r
M A
T C
H G
- G
M A
T C
H H
- H
M A
T C
H H
- H
PHA
SE 1
PHA
SE 2
1
12.1
7.20
15Ph
asin
g ad
ded
SOP2
SOP3
A BA ORE ROAD
4 301
5 301
SOP3A
5 301
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
1
15-1
39
PJK
MA
STER
PLA
N S
HEE
T-5
Alb
acor
e Ro
ad (
SOP
3 to
SO
P 3A
)
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
104
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
M A
T C
H I
- I
KEY
PLA
N :
1"=
1'-0
"
r
M A
T C
H I
- I
PHA
SE 1
PHA
SE 2
1
12.1
7.20
15Ph
asin
g ad
ded
SOP5
WE OSE ROAD
ARD
RO
AD
6 301
SOP5A
7 301
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
1
15-1
39
PJK
MA
STER
PLA
N S
HEE
T-6
Wel
k Cl
ose
Road
( SO
P 5
to S
OP
5A)
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
105
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
M A
T C
H J
- J
KEY
PLA
N :
1"=
1'-0
"
r
6
M A
T C
H J
- J
PHA
SE 1
PHA
SE 2
1
12.1
7.20
15Ph
asin
g ad
ded
SOP4
SOP4
A
PARRO S REE
1 302
SOP4B
SOP4
SOP4D
BER
O
SE
2 302
3302
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
1
15-1
39
PJK
MA
STER
PLA
N S
HEE
T-7
Butt
erfly
Clo
se R
oad
( SO
P 4
to S
OP
4D)
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
106
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
KEY
PLA
N :
1"=
1'-0
"
r
M A
T C
H K
- K
M A
T C
H K
- K
PHA
SE 1
PHA
SE 2
1
12.1
7.20
15Ph
asin
g ad
ded
SOP5
SOP
SOP
SOP6
SOP7
SPIN
DR
I W
ABR
EE R
IDE
RO
AD5 30
2
6 302
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
1
15-1
39
PJK
MA
STER
PLA
N S
HEE
T-8
Bree
zzy
Ridg
e Ro
ad (
SOP
15 to
SO
P 19
)
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
107
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
KEY
PLA
N :
1"=
1'-0
"
r
PHA
SE 1
PHA
SE 2
1
12.1
7.20
15Ph
asin
g ad
ded
SOP4
A SO
P4E
PA
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
1
15-1
39
PJK
MA
STER
PLA
N S
HEE
T-9
Parr
ot C
ut S
tree
t ( S
OP
4A to
SO
P 4E
)
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
108
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
KEY
PLA
N :
1"=
1'-0
"
r
PHA
SE 1
PHA
SE 2
1
12.1
7.20
15Ph
asin
g ad
ded
SOP6
A
SOP6
SOP6
B
302A1
302A2
302A3
PA
PAR
ADIS
E R
OAD
W
ES
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
15-1
39
PJK
MA
STER
PLA
N S
HEE
T-2
PHA
SE-2
PARA
DIS
E RO
AD
- W
EST
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
108A
2
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
KEY
PLA
N :
1"=
1'-0
"
r
2
PHA
SE 2
Part
2
32.881'
+ 0'
-0"
+20'
-0"
+40'
-0"
+60'
-0"
+80'
-0"
+100
'-0"
CH.0+000'
Exis
ting
Leve
l
Prop
osed
Lev
el
Chai
nage
Exis
ting
Leve
l
Prop
osed
Lev
el
Coordinates
East
ing
CH.0+200'
CH.0+400'
CH.0+600'
CH.0+800'
CH.0+050'
CH.0+100'
CH.0+150'
CH.0+250'
CH.0+300'
CH.0+350'
CH.0+450'
CH.0+500'
CH.0+550'
CH.0+650'
CH.0+700'
CH.0+750'
43.335'
41.552'
40.000'
37.673'
35.432'
43.168'
+41.385'
+39.849'
37.507'
35.266'
33.716'
32.714'
32.273'
32.034'
32.433'
32.444'
32.025'
31.690'
31.505'
32.054'
33.128'
34.977'
CH.0+850' 36.569'
CH.0+900' 36.460'
CH.0+950' 36.645'
CH.0+1000' 36.645'
CH.0+1050' 36.314'
CH.0+1100' 36.273'
CH.0+1150' 36.361'
CH.0+1200' 36.160'
CH.0+1250' 34.279'
CH.0+1300' 33.284'
CH.0+1350' 33.078'
CH.0+1400' 32.865'
CH.0+1450' 32.491'
CH.0+1500' 31.244'
CH.0+1550' 30.753'
CH.0+1600' 30.103'
CH.0+1650' 29.222'
CH.0+1700' 26.863'
CH.0+1750' 22.802'
CH.0+1800' 18.481'
33.883'
32.439'
32.611'
32.201'
32.600'
31.857'
32.191'
31.672'
32.238'
33.295'
35.143'
36.398'
36.480'
36.627'
36.812'
36.565'
36.439'
36.528'
36.283'
34.446'
33.451'
33.244'
33.032'
32.571'
31.411'
30.920'
30.269'
29.389'
27.030'
22.969'
18.648
005
Exis
ting
Leve
l
Nor
thin
g
2577825.183 ' 7909469.570'
2577806.893 ' 7909423.035 '
2577788.604 ' 7909376.500 '
2577770.315 ' 7909329.965 '
2577752.025 ' 7909283.430 '
2577733.736 ' 7909236.896 '
2577715.446 ' 7909190.361 '
2577697.314 ' 7909143.765 '
2577679.766 ' 7909096.946 '
2577662.218 ' 7909050.126 '
2577644.67 ' 7909003.307 '
2577627.122 ' 7908956.487 '
2577609.574 ' 7908909.668 '
2577592.201 ' 7908862.783 '
2577574.883 ' 7908815.878 '
2577557.565 ' 7908768.973 '
2577540.247 ' 7908722.068 '
2577522.639 ' 7908675.272 '
2577504.689 ' 7908628.605 '
2577486.738 ' 7908581.939 '
2577468.788 ' 7908535.272 '
2577450.837' 7908488.605 '
2577432.886 ' 7908441.939 '
2577414.936 ' 7908395.272 '
2577396.985 ' 7908348.605 '
2577379.035 ' 7908301.939 '
2577361.084 ' 7908255.272 '
2577341.964 ' 7908209.077 '
2577319.055 ' 7908164.786 '
2577277.965 ' 7908171.449'
2577322.377 ' 7908071.934 '
2577349.848 ' 7908030.251 '
2577379.630 ' 7907990.089 '
2577409.412 ' 7907949.927 '
2577439.260 ' 7907909.816 '
2577471.371 ' 7907871.490 '
2577503.482 ' 7907833.164 '
SOP2
SOP3
SOP4
SOP1
Poin
t No.
001
002
003
004
006
007
008
009
011
013
014
015
016
017
018
019
020
022
023
024
025
027
028
029
030
031
032
033
034
035
036
037
038
039
040
041
CH.+407.72' 32.000' 32.197' 2577677.057 ' 7909089.717 ' 010
CH.+499.25' 32.450' 32.617' 2577644.935 ' 7909004.014 ' 012
CH.+899.90' 36.460' 36.627' 2577504.725 ' 7908628.700 ' 021
SOP5 CH.+1079.13'' 36.290' 36.456' 2577440.381 ' 7908461.422 ' 026
SOP6
SOP7
SO
CH8' ' ' 2577515984' 07907818242' 042
4CH.0+1800' 18.481'
CH.0+1850' 15.260'
CH.0+1900' 13.225'
CH.0+1950' 13.122'
CH.0+2000' 13.639'
CH.0+2050' 13.340'
CH.0+2100' 11.962'
CH.0+2150' 11.753'
CH.0+2200' 13.179'
CH.0+2250' 16.747'
CH.0+2300' 20.266'
CH.0+2350' 19.614'
CH.0+2400' 18.090'
CH.0+2450' 17.531'
15.134'CH.0+2500'
CH.0+2550' 15.072'
CH.0+2600' 17.097'
CH.0+2650' 19.086'
CH.0+2700' 17.470'
CH.0+2800'
13.602'
CH.0+2850'
9.600'
CH.0+2900'
8.453'
CH.0+2950'
8.113'
CH.0+3000'
8.217'
CH.0+3050'
8.610'
CH.0+3100'
10.810'
CH.0+3150'
14.833'
CH.0+3200'
18.573'
CH.0+3250'
20.743'
CH.0+3300'
22.750'
CH.0+3350'
24.461'
CH.0+3400'
24.353'
CH.0+3450'
23.295'
22.636'
CH.0+3500'
CH.0+3550'
22.635'
CH.0+3600'
23.170'
26.241'
18.648
15.426'
13.392'
13.296'
13.199'
13.103'
12.769'
12.912'
14.286'
16.318'
20.108'
19.663'
18.786'
17.909'
17.053'
16.210'
16.900'
16.21'
17.693'
15.796'
13.898'
12.00'
12.00'
12.00'
13.78'
15.56'
17.34'
19.121'
20.901'
22.681'
24.461'
24.62'
24.258'
23.895'
23.533'
23.171'
24.598'
CH.0+2750'
Exis
ting
Leve
lEx
istin
g Le
vel
079
2577503.482 ' 7907833.164 '
2577535.593 ' 7907794.838 '
2577568.759 ' 7907757.429 '
2577602.244 ' 7907720.298 '
2577635.729 ' 7907683.166 '
2577669.214 ' 7907646.034 '
2577702.718 ' 7907608.920 '
2577736.356 ' 7907571.927 '
2577769.995 ' 7907534.935 '
2577803.633 ' 7907497.942 '
2577837.230 ' 7907460.912 '
2577870.645 ' 7907423.717 '
2577904.06 ' 7907386.522 '
2577937.474 ' 7907349.327 '
2577970.889 ' 7907312.133 '
2578004.304 ' 7907274.938 '
2578037.719 ' 7907237.743 '
2578071.147 ' 7907200.560 '
2578104.595 ' 7907163.395 '
2578139.655 ' 7907127.765 '
2578179.000 ' 7907096.902 '
2578222.003 ' 7907071.420 '
2578267.858 ' 7907051.667 '
2578315.500 ' 7907036.820'
2578364.620 ' 7907027.740 '
2578414.060 ' 7907020.273 '
2578463.525 ' 7907012.985 '
2578463.525 ' 7907006.020 '
2578513.038 ' 7906999.056 '
2578562.550 ' 7906992.092 '
2578612.063 ' 7906986.260'
2578661.72 ' 7906980.575 '
2578711.396 ' 7906974.891 '
2578761.071 ' 7906969.206 '
2578810.747 ' 7906963.522 '
2578860.423 ' 7906957.838 '
2578910.099 ' 7906952.153 '
041
043
044
046
047
049
050
052
053
054
055
056
058
059
060
061
062
063
065
066
067
068
069
070
071
072
073
074
075
076
077
078
080
081
082
083
SOP8 CH.+1819.47' 17.012' 17.179' 2577515.984 ' 07907818.242 ' 042
SOP9
CH.+1903.46' 13.200' 13.385' 2577571.077 ' 7907754.860 ' 045
SOP1
0
CH.+2041.52' 13.466' 13.119' 2577663.533 ' 7907652.333 ' 048
SOP1
1 CH.+2130.47' 11.259' 12.710' 2577723.215 ' 7907586.379 ' 051
SOP1
2 CH.+2376.05' 18.759' 19.206' 2577888.052 ' 7907404.341 ' 057
SOP1
3 CH.+2671.10' 18.790' 19.08' 2578085.261 ' 7907184.877 ' 064
End
of th
e A
spha
lt ro
ad (
Exis
ting)
Prop
osed
Lev
elPr
opos
ed L
evel
CH.0+3600'
CH.0+3650'
26.241'
CH.0+3700'
26.785'
CH.0+3750'
23.463'
CH.0+3800'
23.463'
CH.0+3850'
19.645'
CH.0+3900'
19.241'
18.924'
24.908'
24.598'
23.873'
21.800'
22.845'
20.764'
19.728'
19.101' 19.101'CH.0+3930.27'
2578910.099 ' 7906952.153 '
2578959.775 ' 7906946.469 '
2579059.126 ' 7906940.784 '
2579108.802 ' 7906935.100 '
2579158.478 ' 7906929.415 '
2579208.154 ' 7906923.731 '
2579257.830 ' 7906918.047 '
2579287.903 ' 7906914.605 '
083
084
085
086
087
088
089
090
SOP1
4 19.101' to suit
Existing
Prop
osed
Lev
elPr
opos
ed L
evel
+ 0'
-0"
+20'
-0"
+40'
-0"
+60'
-0"
+80'
-0"
+100
'-0"
Exis
ting
Leve
l
Prop
osed
Lev
el
Chai
nage
Coordinates
East
ing
Nor
thin
g
Poin
t No. +
0'-0
"
+20'
-0"
+40'
-0"
+60'
-0"
+80'
-0"
+100
'-0"
Exis
ting
Leve
l
Prop
osed
Lev
el
Chai
nage
Coordinates
East
ing
Nor
thin
g
Poin
t No.
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
3
15-1
39
PJK
VER
TICA
L A
LIG
NM
ENT
(Pro
file)
(SO
P1 T
O S
OP
14) W
inw
ard
& P
arad
ise
Road
Shee
t 1
AS
SHO
WN
NO
V 2
015
DM
D /
SM
CK
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
200
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
M A T C H A - A
M A T C H A - A
M A T C H B - B
M A T C H B - B
1/6
"=1'
-0"
ERTI
CAL
ALI
NMEN
T RO
ILE
1
KEY
PLA
N :
LEG
END
:
EXIS
TIN
G L
EVEL
PRO
POSE
D L
EVEL
1
12.0
2.20
15
Ver
tical
Alig
nmen
t rev
ised
PHA
SE 1
PHA
SE 1
PHA
SE 1
PHA
SE 1
PHA
SE 2
2
12.1
7.20
15Ph
asin
g ad
ded
03.1
1.20
16Cu
t red
uced
to P
arad
ise
Road
- Ea
st3
+ 0'
-0"
+20'
-0"
+40'
-0"
+60'
-0"
+80'
-0"
+100
'-0"
CH.0+000'
Exis
ting
Leve
l
Prop
osed
Lev
el
Chai
nage
Exis
ting
Leve
l
Prop
osed
Lev
el
Coordinates
East
ing
CH.0+200'
CH.0+600'
CH.0+800'
CH.0+050'
CH.0+100'
CH.0+150'
CH.0+250'
CH.0+300'
CH.0+350'
CH.0+450'
CH.0+500'
CH.0+550'
CH.0+650'
CH.0+700'
CH.0+750'
32.167'32.000'
31.579'
31.190'
31.096'
30.845'
30.697'
30.566'
30.522'
30.358'
30.204'
29.688'
29.376'
29.113'
28.863'
28.863'
29.131'
CH.0+850' 29.397'
CH.0+900' 29.872'
CH.0+950' 30.612'
CH.0+1000' 31.064'
CH.0+1050' 31.064'
CH.0+1100' 32.315'
CH.0+1150' 33.491'
CH.0+1200' 34.961'
CH.0+1250' 37.436'
CH.0+1300' 41.058'
CH.0+1350' 46.288'
CH.0+1400' 50.662'
CH.0+1450' 52.485'
CH.0+1500' 52.558'
Nor
thin
g
2576696.051' 7909463.452'
2576651.917' 7909486.936'
2576609.181' 7909512.876'
2576568.778' 7909542.300'
2576531.436' 7909575.509'
2576497.061' 7909611.809'
2576463.187' 7909648.586'
2576429.314' 7909685.364'
2576395.244' 7909721.959'
2576360.581' 7909757.993'
SOP2
Poin
t No.
091
092
093
094
095
096
097
098
100
101
102
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
121
122
CH.0+400' 30.286'
099
2577677.057' 7909089.717'
2577630.363' 7909107.596'
2577583.668' 7909125.474'
2577536.974' 7909143.353'
2577490.280' 7909161.231'
2577443.585' 7909179.109'
2577396.891' 7909196.988 '
2577350.196' 7909214.866 '
2577303.502' 7909232.744'
2577256.808' 7909250.623'
2577210.113' 7909268.501'
2577163.419' 7909286.379'
2577116.725' 7909304.258'
2577070.030' 7909322.136'
2577023.336' 7909340.015'
2576976.565' 7909357.693'
2576929.621' 7909374.903'
2576882.507' 7909391.644'
2576835.228' 7909407.913'
2576787.905' 7909424.051'
2576741.428' 7909442.468'
SOP2
ASO
P2C
CH.+578.99' 29.376'
103
2577136.347' 7909296.745'
010
SOP2
B
CH.+1413.43' 50.662' 2576420.219' 7909695.238' 120
31.716'
31.335'
31.208'
31.082'
30.955'
30.828'
30.690'
30.531'
30.372'
30.214'
30.055'
29.897'
29.738'
29.579'
29.421'
29.262'
29.444'
30.088'
30.731'
31.375'
32.019'
32.663'
33.509'
35.179'
37.721'
41.652'
46.642'
50.597'
51.481'
52.632'
52.948'
30.000'
+ 0'
-0"
+20'
-0"
+40'
-0"
+60'
-0"
+80'
-0"
+100
'-0"
CH.0+000'
Exis
ting
Leve
l
Prop
osed
Lev
el
Chai
nage
Exis
ting
Leve
l
Prop
osed
Lev
el
Coordinates
East
ing
CH.0+200'
CH.0+600'
CH.0+800'
CH.0+050'
CH.0+100'
CH.0+150'
CH.0+250'
CH.0+300'
CH.0+350'
CH.0+450'
CH.0+500'
CH.0+550'
CH.0+650'
CH.0+700'
CH.0+750'
32.616'32.450'
32.091'
32.284'
32.083'
32.177'
32.409'
32.859'
33.370'
33.646'
33.843'
33.930'
34.192'
34.037'
34.177'
34.666'
34.932'
CH.0+850' 35.373'
CH.0+900' 35.698'
CH.0+950' 35.987'
CH.0+1000' 36.642'
CH.0+1050' 36.895'
Nor
thin
g
2578628.655 ' 7908637.065 '
SOP3
Poin
t No.
123
124
125
126
127
128
129
130
132
133
135
136
137
138
139
140
141
142
143
CH.0+400' 33.735'
131
2577691.681 ' 7908986.270 '
2577738.426 ' 7908968.526 '
2577785.172 ' 7908950.783'
2577831.918 ' 7908933.039'
2577878.667 ' 7908915.305 '
2577925.489 ' 07908897.764'
2577972.318 ' 7908880.240 '
2578019.147 ' 7908862.719 '
2578065.978 ' 7908845.201 '
2578112.809 7908827.684 '
2578159.64 ' 7908810.166 '
2578206.463 ' 7908792.626 '
2578253.253 ' 7908775.000 '
2578300.043 ' 7908757.373 '
2578346.833 ' 7908739.747 '
02578393.99 ' 7908723.137 '
2578441.247 ' 7908706.805 '
2578488.505 ' 7908690.473 '
2578535.521 ' 7908673.470 '
2578582.01 ' 7908655.071 '
134
012
32.341'
32.067'
32.150'
32.397'
32.643'
32.989'
33.372'
33.756'
34.115'
34.246'
34.376'
34.507'
34.638'
34.769'
34.899'
35.085'
35.447'
35.809'
36.171'
36.533'
36.895'
CH.0+1050' 36.880' 2578639.447 ' 7908632.899 ' 14436.978'
SOP3
A
2577644.935 ' 7909004.014 '
+ 0'
-0"
+20'
-0"
+40'
-0"
+60'
-0"
+80'
-0"
+100
'-0"
CH.0+000'
Exis
ting
Leve
l
Prop
osed
Lev
el
Chai
nage
Exis
ting
Leve
l
Prop
osed
Lev
el
Coordinates
East
ing
CH.0+200'
CH.0+600'
CH.0+800'
CH.0+050'
CH.0+100'
CH.0+150'
CH.0+250'
CH.0+300'
CH.0+350'
CH.0+450'
CH.0+500'
CH.0+550'
CH.0+650'
CH.0+700'
CH.0+750'
36.558'36.290'
36.672'
37.316'
37.887'
38.059'
39.073'
39.836'
40.714'
41.911'
42.674'
43.065'
42.634'
41.349'
40.514'
39.919'
39.767'
CH.0+850' 40.596'
CH.0+900' 42.187'
CH.+934.49' 42.917'
Nor
thin
g
SOP5
Poin
t No.
145
146
147
148
149
150
151
152
154
155
157
158
159
160
161
162
163
153
7908443.999 '2577487.247 '
7908426.576 '2577534.113 '
7908409.153 '2577580.979 '
7908391.729 '2577627.845 '
7908374.306 '2577674.711 '
7908356.883 '2577721.577 '
7908339.460 '2577768.443 '
7908304.613 '2577862.176 '
7908287.190 2577909.042 '
7908269.767 '2577955.908 '
7908252.343 '2578002.774 '
7908234.920 '2578049.640 '
7908217.497 '2578096.506 '
7908200.074 '02578143.372'
7908182.650 '2578190.238 '
7908165.227 '2578237.104 '
7908147.804 '2578283.97 '
7908135.785 '2578316.299 '
156
026
SOP5
A
36.882'
37.205'
37.528'
38.223'
39.201'
40.085'
40.874'
42.170'
43.077'
43.335'
42.781'
41.414'
CH.0+400' 41.216' 7908322.036 '2577815.310 '41.569'
39.728'
39.883'
40.698'
42.259'
42.917'
40.232'
2577440.381 ' 7908461.422 '
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
1
15-1
39
PJK
VER
TICA
L A
LIG
NM
ENT
(Pro
file)
(SO
P2 T
O S
OP
5A) S
tingr
ay,A
lbac
ore
& W
elk
Clos
e Ro
ad S
heet
2
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
201
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
1/6
"=1'
-0"
ERTI
CAL
ALI
NMEN
T RO
ILE
2
KEY
PLA
N :
LEG
END
:
EXIS
TIN
G L
EVEL
PRO
POSE
D L
EVEL
PHA
SE 2
PHA
SE 1
PHA
SE 1
PHA
SE 1
PHA
SE 2
PHA
SE 2
PHA
SE 1
PHA
SE 2
1
12.1
7.20
15Ph
asin
g ad
ded
+ 0'
-0"
+20'
-0"
+40'
-0"
+60'
-0"
+80'
-0"
+100
'-0"
CH.0+000'
Exis
ting
Leve
l
Prop
osed
Lev
el
Chai
nage
Exis
ting
Leve
l
Prop
osed
Lev
el
Coordinates
East
ing
CH.0+200'
CH.0+600'
CH.0+800'
CH.0+050'
CH.0+100'
CH.0+150'
CH.0+250'
CH.0+300'
CH.0+350'
CH.0+450'
CH.0+500'
CH.0+550'
CH.0+650'
CH.0+700'
CH.0+750'
36.627'36.460'
35.569'
35.392'
34.930'
34.765'
34.577'
33.818'
33.175'
31.075'
30.531'
30.372'
30.284'
30.041'
30.059'
30.031'
30.196'
CH.0+850' 30.634'
CH.0+900' 30.982'
CH.0+950' 31.208'
CH.0+1000' 31.436'
CH.0+1050' 31.600'
CH.0+1100' 30.420'
CH.0+1150' 29.764'
CH.0+1200' 29.020'
CH.+1238.52' 29.023'
Nor
thin
g
2576521.475 ' 7908993.931 '
2576471.758 ' 7908999.210 '
2576422.039 ' 7909004.502 '
2576372.320 ' 7909009.793 '
2576334.019 ' 7909013.869 '
SOP4
Poin
t No.
164
165
166
167
168
169
170
173
174
177
178
179
180
181
182
183
184
185
186
187
188
189
172
2577458.358 ' 7908647.411 '
2577411.991 ' 7908666.121 '
2577365.624 ' 7908684.832 '
2577319.122 ' 7908703.202 '
2577272.526 ' 7908721.337 '
2577225.931 ' 7908739.471 '
2577179.335 ' 7908757.606 '
2577086.048 ' 7908793.626 '
2577039.313 ' 7908811.397 '
2576992.578 ' 7908829.169 '
2576945.843' 7908846.941 '
2576899.108 ' 7908864.712 '
2576852.373 ' 7908882.484 '
2576805.638 ' 7908900.255 '
2576758.903 ' 7908918.027 '
2576712.238 ' 7908935.983 '
2576665.599 ' 7908954.006 '
2576618.814' 7908971.621 '
2576570.650 ' 7908984.984 '
176
021
CH.0+400' 32.020' 1712577132.740 ' 7908775.740'
35.755'
35.272'
35.068'
34.843'
34.451'
33.927'
33.341'
32.261'
31.302'
30.924'
30.665'
30.431'
30.191'
30.180'
30.234'
30.353'
30.536'
30.784'
31.096'
31.583'
31.617'
30.610'
29.729'
29.182'
29.267'
SOP4
BSO
P4A CH.+563.29' 30.341' 1752576980.157 ' 7908833.892 '30.596'
2577504.725 ' 7908628.700 '
+ 0'
-0"
+20'
-0"
+40'
-0"
+60'
-0"
+80'
-0"
+100
'-0"
CH.0+000'
Exis
ting
Leve
l
Prop
osed
Lev
el
Chai
nage
Exis
ting
Leve
l
Prop
osed
Lev
el
Coordinates
East
ing
CH.0+200'
CH.0+600'
CH.0+050'
CH.0+100'
CH.0+150'
CH.0+250'
CH.0+300'
CH.0+350'
CH.0+450'
CH.0+500'
CH.0+550'
CH.0+650'
CH.0+700'
30.240'30.371'
29.260'
28.755'
28.467'
29.155'
28.434'
27.799'
28.242'
27.486'
27.793'
28.940'
30.301'
31.922'
32.654'
Nor
thin
g
SOP4
C
Poin
t No.
B192
190
191
192
194
195
197
200
193
7909192.637 '2576345.002 '
7909142.692 '2576342.653 '
7909092.747' 2576340.304 '
7909042.804 '2576337.997 '
7908993.578 '2576329.565 '
7908943.956 '2576323.635 '
7908894.242 '2576318.299 '
7908844.527 '2576312.963 '
7908745.098 '2576302.291 '
7908695.384 '2576296.955 '
7908645.670 '2576291.619 '
7908595.955 '2576286.282 '
7908546.241 '2576280.946 '
7908526.064 '2576278.781 '
196
B191
SOP4
D
29.545'
28.849'
28.597'
28.421'
28.245'
28.069'
27.899'
27.752'
27.679'
28.498'
30.445'
32.180'
CH.0+400' 28.310' 7908794.813 '2576307.627 '27.826'
32.821'
B193
B194
198
199
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
1
15-1
39
PJK
VER
TICA
L A
LIG
NM
ENT
(Pro
file)
(SO
P4 T
O S
OP
4E) P
arro
t & B
utte
rfly
Roa
dSh
eet 3
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
202
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
1/6
"=1'
-0"
ERTI
CAL
ALI
NMEN
T RO
ILE
3
KEY
PLA
N :
LEG
END
:
EXIS
TIN
G L
EVEL
PRO
POSE
D L
EVEL
PHA
SE 2
PHA
SE 1
PHA
SE 2
PHA
SE 1
PHA
SE 2
1
12.1
7.20
15Ph
asin
g ad
ded
78.954'
SOP1
8
+ 0'
-0"
+20'
-0"
+40'
-0"
+60'
-0"
+80'
-0"
+100
'-0"
CH.0+000'
Exis
ting
Leve
l
Prop
osed
Lev
el
Chai
nage
Exis
ting
Leve
l
Prop
osed
Lev
el
Coordinates
East
ing
CH.0+200'
CH.0+600'
CH.0+800'
CH.0+050'
CH.0+100'
CH.0+150'
CH.0+250'
CH.0+300'
CH.0+350'
CH.0+450'
CH.0+500'
CH.0+550'
CH.0+650'
CH.0+700'
CH.0+750'
83.325'82.086'
82.794'
82.252'
82.092'
82.213'
82.225'
83.028'
83.594'
84.340'
83.350'
82.000'
82.051'
81.731'
81.873'
78.352'
76.974'
CH.+844.383 ' 78.707'
Nor
thin
g
SOP1
5
Poin
t No.
A02
A03
A05
A06
A07
A08
A09
A11
A14
A15
A16
A17
A18
A10
7909098.184 '2580142.646 '
7909108.139 '2580093.648 '
7909118.095 '2580044.649 '
7909128.035 '2579995.647 '
7909137.961 '2579946.642 '
7909147.887 '2579897.637 '
7909157.738 '2579848.617 '
7909182.94 '2579751.910 '
7909199.941 ' 2579704.898 '
7909219.795 '2579659.017 '
7909242.425 '2579614.440 '
7909267.748 '2579571.336 '
7909295.667 '2579529.866
7909329.998 '2579493.841 '
7909373.669 '2579469.889 '
7909415.937 '2579456.412 '
A13
A01SO
P19
83.193'
83.061'
82.929'
82.797'
82.665'
82.911'
83.835'
84.302'
83.846'
82.930'
81.937'
81.191'
CH.0+400' 83.594' 7909168.854 '2579799.877 '84.299'
79.700'
78.292'
80.446'
2580191.645 ' 7909088.228 'SO
P16
SOP1
7
CH.+122.79' 82.000' A047909112.677 '2580071.316 '83.001'
CH.+459.320' 84.044' 7909185.89 '2579743.069 '84.252'
CH.+536.76' 81.973'
A12
7909214.27 '2579671.034 '83.218'
A19
A20
A21
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
1
15-1
39
PJK
VER
TICA
L A
LIG
NM
ENT
(Pro
file)
(SO
P15
TO S
OP
19) S
pind
rift W
ay/B
reez
y Ri
dge
Shee
t 4
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
203
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
1/6
"=1'
-0"
ERTI
CAL
ALI
NMEN
T RO
ILE
3
KEY
PLA
N :
LEG
END
:
EXIS
TIN
G L
EVEL
PRO
POSE
D L
EVEL
PHA
SE 1
PHA
SE 2
PHA
SE 2
1
12.1
7.20
15Ph
asin
g ad
ded
+ 0'
-0"
+20'
-0"
+40'
-0"
+60'
-0"
+80'
-0"
+100
'-0"
CH.0+000'
Exis
ting
Leve
l
Prop
osed
Lev
el
Chai
nage
Exis
ting
Leve
l
Prop
osed
Lev
el
Coordinates
East
ing
CH.0+200'
CH.0+600'
CH.0+800'
CH.0+050'
CH.0+100'
CH.0+150'
CH.0+250'
CH.0+300'
CH.0+350'
CH.0+450'
CH.0+500'
CH.0+550'
CH.0+650'
CH.0+700'
CH.0+750'
+30.920'+30.753'
CH.0+850'
CH.0+900'
CH.0+950'
CH.0+1000'
CH.0+1050'
CH.0+1100'
CH.0+1150'
CH.0+1200'
CH.0+1250'
CH.0+1300'
CH.0+1350'
CH.0+1400'
Nor
thin
g
SOP6
A
Poin
t No.
CH.0+400'
2577349.848 ' B017908030.251'
B02
B03
B04
B05
B06
B07
B09
B08CH.0+348.73'
+31.113'+30.947' 2577316.981 ' 7908067.908'
+31.901'+31.734' 2577280.813 ' 7908102.407 '
+32.863'+32.839' 2577241.648 ' 7908133.461 '
+32.617'+32.450' 2577199.812 ' 7908160.810 '
+32.198'+32.424' 2577155.654 ' 7908184.226 '
+31.780'+31.613' 2577109.697 ' 7908203.713 '
+31.391'+31.256' 2577062.071 ' 7908213.568 '
+31.381'+31.217' 2577060.786 ' 7908213.625 '
SOP6
BSO
P6C CH.0+1421.29'
B10
B11
B13
B12CH.0+451.84'
B14
B15
B16
B17
B18
B19
B20
B21
B22
B23
B24
B25
B26
B27
B28
B29
B30
B31
B32
PART
OF
PHA
SE 1
+30.896'+30.730' 2577010.795 ' 7908213.529 '
+30.984'+30.876' 2576960.914 ' 7908210.215 '
+30.984'+30.886' 2576959.089 ' 7908210.017 '
+31.071'+31.140' 2576911.240 ' 7908204.514 '
+31.158'+30.991' 2576861.567 ' 7908198.801 '
+31.113'+30.623' 2576811.895 ' 7908193.088 '
+31.069'+30.577' 2576762.222 ' 7908187.375 '
+31.024'+30.857' 2576712.550 ' 7908181.661 '
+31.203'+31.127' 2576662.877 ' 7908175.948 '
+31.381'+31.354' 2576613.205 ' 7908170.235 '
+31.560'+31.354' 2576563.532 ' 7908164.522 '
+31.887'+31.598' 2576513.86 ' 7908158.809 '
+32.215'+31.855' 2576464.187 ' 7908153.096 '
+32.542'+32.145' 2576414.458 ' 7908147.896 '
+32.870'+32.537' 2576364.727 ' 7908142.719 '
+32.937'+32.592' 2576314.996 ' 7908137.543 '
+33.004'+32.837' 2576265.264 ' 7908132.366 '
+32.124'+32.099' 2576215.533 ' 7908127.189 '
+31.244'+31.077' 2576165.802 ' 7908122.013 '
+29.793'+29.809' 2576116.070 ' 7908116.836 '
+28.342'+28.176' 2576066.339 ' 7908111.660 '
+26.691'+26.460' 2576016.608 ' 7908106.483 '
+25.988'+25.777' 2575995.436' 7908104.279'
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
15-1
39
PJK
VER
TICA
L A
LIG
NM
ENT
(Pro
file)
Para
dise
Roa
d - W
est (
Phas
e 2)
Shee
t 1
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
203A
1
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
1/6
"=1'
-0"
ERTI
CAL
ALI
NMEN
T RO
ILE-
1
rd
Rd
-1
KEY
PLA
N :
LEG
END
:
EXIS
TIN
G L
EVEL
PRO
POSE
D L
EVEL
Prof
ile-1
1/"=
1'-0
"C
A I
N A
E 2
0
Sr
Rd
1
2% F
ALL
2% F
ALL
CRO
WN
Prop
ose
Leve
l = 3
0.99
5'
1/"=
1'-0
"C
A I
N A
E
0 0
Sr
Rd
2
CRO
WN
Prop
ose
Leve
l = 2
9.26
2'
1/"=
1'-0
"C
A I
N A
E 1
0
0 S
r R
d3
2% F
ALL
2% F
ALL
CRO
WN
Prop
ose
Leve
l = 5
0.59
7'
1/"=
1'-0
"C
A I
N A
E 2
0 0
Ar
Rd2%
FA
LL2%
FA
LL
CRO
WN
Prop
ose
Leve
l = 3
2.39
7'
1/"=
1'-0
"C
A I
N A
E 6
0
Ar
Rd2%
FA
LL2%
FA
LLCR
OW
NPr
opos
e Le
vel =
34.
630'
1/"=
1'-0
"C
A I
N A
E 1
0
C
Rd
6
2% F
ALL
2% F
ALL
CRO
WN
Prop
ose
Leve
l = 3
7.52
8'
1/"=
1'-0
"C
A I
N A
E 6
0
C
Rd
2% F
ALL
2% F
ALL
CRO
WN
Prop
ose
Leve
l = 4
1.41
4'
61 4"1'
-0"
1'-0
"1'
-0"
4 1 2"
AG
GRE
GA
TE B
ASE
KER
B ST
ON
E
KER
B ST
ON
E
ROA
D G
UTT
ERRO
AD
GU
TTER
9'-0
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ing
Lane
18'-0
"9'
-0" D
rivin
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ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
5" A
GG
REG
ATE
BA
SE(A
s re
quire
d)
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
Exis
ting
Road
Pro
file
Exis
ting
Road
Prof
ile
Stru
ctur
al fi
ll
61 4"1'
-0"
1'-0
"1'
-0"
4 1 2"
AG
GRE
GA
TE B
ASE
KER
B ST
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E
KER
B ST
ON
E
ROA
D G
UTT
ERRO
AD
GU
TTER
9'-0
" Driv
ing
Lane
18'-0
"9'
-0" D
rivin
g La
ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2% F
ALL
2% F
ALL
10.
5
4'-0
"Pa
th W
alk
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
Exis
ting
Road
Pro
file
Stru
ctur
al fi
ll
Conc
rete
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rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
10.
5
Stru
ctur
al fi
ll
Exis
ting
Road
Prof
ile
4'-0
"Pa
th W
alk
10.
5
61 4"1'
-0"
1'-0
"1'
-0"
4 1 2"
AG
GRE
GA
TE B
ASE
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B ST
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E
KER
B ST
ON
E
ROA
D G
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AD
GU
TTER
9'-0
" Driv
ing
Lane
18'-0
"9'
-0" D
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g La
ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
4'-0
"Pa
th W
alk
Exis
ting
Road
Pro
file
Stru
ctur
al fi
ll
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
10.
5
Exis
ting
Road
Prof
ile
61 4"1'
-0"
1'-0
"1'
-0"
KER
B ST
ON
E
KER
B ST
ON
E
ROA
D G
UTT
ERRO
AD
GU
TTER
9'-0
" Driv
ing
Lane
18'-0
"9'
-0" D
rivin
g La
ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
4'-0
"Pa
th W
alk
Exis
ting
Road
Pro
file
Stru
ctur
al fi
ll
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
10.
5
Exis
ting
Road
Prof
ile
Stru
ctur
al fi
ll
10.
5
61 4"1'
-0"
1'-0
"1'
-0"
4 1 2"
AG
GRE
GA
TE B
ASE
KER
B ST
ON
E
KER
B ST
ON
E
ROA
D G
UTT
ERRO
AD
GU
TTER
9'-0
" Driv
ing
Lane
18'-0
"9'
-0" D
rivin
g La
ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
4'-0
"Pa
th W
alk
Exis
ting
Road
Pro
file
Stru
ctur
al fi
ll
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
10.
5
Stru
ctur
al fi
llExis
ting
Road
Pro
file
10.
5
61 4"1'
-0"
1'-0
"1'
-0"
4 1 2"
AG
GRE
GA
TE B
ASE
KER
B ST
ON
E
KER
B ST
ON
E
ROA
D G
UTT
ERRO
AD
GU
TTER
9'-0
" Driv
ing
Lane
18'-0
"9'
-0" D
rivin
g La
ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
4'-0
"Pa
th W
alk
Exis
ting
Road
Pro
file St
ruct
ural
fill
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
10.
5
Exis
ting
Road
Prof
ile
61 4"1'
-0"
1'-0
"1'
-0"
4 1 2"
AG
GRE
GA
TE B
ASE
KER
B ST
ON
E
KER
B ST
ON
E
ROA
D G
UTT
ERRO
AD
GU
TTER
9'-0
" Driv
ing
Lane
18'-0
"9'
-0" D
rivin
g La
ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
4'-0
"Pa
th W
alk
Exis
ting
Road
Pro
file
Stru
ctur
al fi
ll
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
10.
5
Exis
ting
Road
Prof
ile1
0.5
Stru
ctur
al fi
ll
5" A
GG
REG
ATE
BA
SE(A
s re
quire
d)
1 1 2 "
ASP
H. C
ON
. TYP
E S3
1% F
ALL
2" x
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ATE
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SE(A
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AG
GRE
GA
TE B
ASE
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requ
ired)
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ALL
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ATE
BA
SE(A
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AG
GRE
GA
TE B
ASE
(As
requ
ired)
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ASP
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1% F
ALL
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e
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GG
REG
ATE
BA
SE(A
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quire
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AG
GRE
GA
TE B
ASE
(As
requ
ired)
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ASP
H. C
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. TYP
E S3
1% F
ALL
2" x
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erb
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e
5" A
GG
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ATE
BA
SE(A
s re
quire
d)5"
AG
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GA
TE B
ASE
(As
requ
ired)
1 1 2 "
ASP
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. TYP
E S3
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5" A
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SE(A
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quire
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AG
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TE B
ASE
(As
requ
ired)
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ASP
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AG
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ASE
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AG
GRE
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ASE
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
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000
AN
D A
LLCO
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ACT
DO
CUM
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FO
R G
ENER
AL
NO
TES.
2. D
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SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
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ct
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Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
215
-139
PJK
ROA
D S
ECTI
ON
S SH
EET
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ingr
ay,A
lbac
or &
Wel
k Cl
ose
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AS
SHO
WN
NO
V 2
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D D
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CIA
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S A
ND
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S IS
LAN
DS
301
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
1
12.0
2.20
15
Sect
ions
revi
sed
P H
A S
E 2
PHA
SE 1
PHA
SE 2
2
12.1
7.20
15
Phas
ing
Add
ed
1/"=
1'-0
"C
A I
N A
E 3
0
rr
C R
d1
2% F
ALL
2% F
ALL
CRO
WN
Prop
ose
Leve
l = 3
3.34
1'
1/"=
1'-0
"C
A I
N A
E
0
rr
C R
d2
2% F
ALL
2% F
ALL
CRO
WN
Prop
ose
Leve
l = 3
0.53
6'
1/"=
1'-0
"C
A I
N A
E
0 0
Br
Rd
3
2% F
ALL
2% F
ALL
CRO
WN
Prop
ose
Leve
l = 2
7.82
6'
61 4"1'
-0"
1'-0
"1'
-0"
KER
B ST
ON
E
KER
B ST
ON
E
ROA
D G
UTT
ERRO
AD
GU
TTER
9'-0
" Driv
ing
Lane
18'-0
"9'
-0" D
rivin
g La
ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
4'-0
"Pa
th W
alk
Exis
ting
Road
Pro
file
Stru
ctur
al fi
ll
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
10.
5
Exis
ting
Road
Prof
ile
61 4"1'
-0"
1'-0
"1'
-0"
KER
B ST
ON
E
KER
B ST
ON
E
ROA
D G
UTT
ERRO
AD
GU
TTER
9'-0
" Driv
ing
Lane
18'-0
"9'
-0" D
rivin
g La
ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
4'-0
"Pa
th W
alk
Exis
ting
Road
Pro
file
Stru
ctur
al fi
ll
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
10.
5
Exis
ting
Road
Prof
ile
61 4"1'
-0"
1'-0
"1'
-0"
KER
B ST
ON
E
KER
B ST
ON
E
ROA
D G
UTT
ERRO
AD
GU
TTER
9'-0
" Driv
ing
Lane
18'-0
"9'
-0" D
rivin
g La
ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
4'-0
"Pa
th W
alk
Exis
ting
Road
Pro
file
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
Exis
ting
Road
Prof
ile
1/"=
1'-0
"C
A I
N A
E 3
0 0
Br
Rd
2% F
ALL
2% F
ALL
CRO
WN
Prop
ose
Leve
l = 8
3.02
8'
61 4"1'
-0"
1'-0
"1'
-0"
KER
B ST
ON
E
KER
B ST
ON
E
ROA
D G
UTT
ERRO
AD
GU
TTER
9'-0
" Driv
ing
Lane
18'-0
"9'
-0" D
rivin
g La
ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
4'-0
"Pa
th W
alk
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
Stru
ctur
al fi
ll
Exis
ting
Road
Pro
file1
0.5
1/"=
1'-0
"C
A I
N A
E
0
Br
Rd
2% F
ALL
2% F
ALL
CRO
WN
Prop
ose
Leve
l = 7
9.70
0'
61 4"1'
-0"
1'-0
"1'
-0"
KER
B ST
ON
E
KER
B ST
ON
E
ROA
D G
UTT
ERRO
AD
GU
TTER
9'-0
" Driv
ing
Lane
18'-0
"9'
-0" D
rivin
g La
ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
4'-0
"Pa
th W
alk
Exis
ting
Road
Pro
file
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
Exis
ting
Road
Prof
ile
1/"=
1'-0
"C
A I
N A
E 2
0 0
Ar
Rd2%
FA
LL2%
FA
LL
CRO
WN
Prop
ose
Leve
l = 3
4.55
2'
61 4"1'
-0"
1'-0
"1'
-0"
KER
B ST
ON
E
KER
B ST
ON
E
ROA
D G
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AD
GU
TTER
9'-0
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ing
Lane
18'-0
"9'
-0" D
rivin
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ne
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
Y
4'-0
"Pa
th W
alk
Exis
ting
Road
Pro
file
Stru
ctur
al fi
ll
Conc
rete
Pou
rto
Sup
port
Ker
bCo
ncre
te P
our
to S
uppo
rt K
erb
10.
5Ex
istin
g Ro
adPr
ofile
Stru
ctur
al fi
ll
10.
5
Exis
ting
Road
Pro
file
10.
5
Stru
ctur
al fi
ll
1 1 2 "
ASP
H. C
ON
. TYP
E S3
1% F
ALL
2" x
6" k
erb
ston
e
1 1 2 "
ASP
H. C
ON
. TYP
E S3
1% F
ALL
2" x
6" k
erb
ston
e
1 1 2 "
ASP
H. C
ON
. TYP
E S3
1% F
ALL
2" x
6" k
erb
ston
e
1 1 2 "
ASP
H. C
ON
. TYP
E S3
1% F
ALL
2" x
6" k
erb
ston
e
1 1 2 "
ASP
H. C
ON
. TYP
E S3
1% F
ALL
2" x
6" k
erb
ston
e
1 1 2 "
ASP
H. C
ON
. TYP
E S3
1% F
ALL
2" x
6" k
erb
ston
e
5" A
GG
REG
ATE
BA
SE(A
s re
quire
d)5"
AG
GRE
GA
TE B
ASE
(As
requ
ired)
5" A
GG
REG
ATE
BA
SE(A
s re
quire
d)5"
AG
GRE
GA
TE B
ASE
(As
requ
ired)
5" A
GG
REG
ATE
BA
SE(A
s re
quire
d)5"
AG
GRE
GA
TE B
ASE
(As
requ
ired)
5" A
GG
REG
ATE
BA
SE(A
s re
quire
d)5"
AG
GRE
GA
TE B
ASE
(As
requ
ired)
5" A
GG
REG
ATE
BA
SE(A
s re
quire
d)5"
AG
GRE
GA
TE B
ASE
(As
requ
ired)
5" A
GG
REG
ATE
BA
SE(A
s re
quire
d)5"
AG
GRE
GA
TE B
ASE
(As
requ
ired)
4 1 2"
AG
GRE
GA
TE B
ASE
4 1 2"
AG
GRE
GA
TE B
ASE
4 1 2"
AG
GRE
GA
TE B
ASE
4 1 2"
AG
GRE
GA
TE B
ASE
4 1 2"
AG
GRE
GA
TE B
ASE
4 1 2"
AG
GRE
GA
TE B
ASE
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
2
15-1
39
PJK
ROA
D S
ECTI
ON
S SH
EET
3Pa
rrot
cut
,But
terf
ly &
Bre
ezy
Road
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
302
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
1
12.0
2.20
15
Sect
ions
revi
sed
PHA
SE 2
PHA
SE 1
PHA
SE 2
2
12.1
7.20
15
Phas
ing
Add
ed
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
YEX
ISTI
NG
SU
RFA
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AN
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LLY
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d R
d-1
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2% F
ALL
2% F
ALL
1 1 2 "
ASP
H. C
ON
. TYP
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4 1 2'
AG
GRE
GA
TE B
ASE
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SPH
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YPE
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TACK
CO
AT
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GG
REG
ATE
BA
SE(A
s Re
quire
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KER
B ST
ON
EK
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STO
NE
CRO
WN
ROA
D G
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TACK
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AT
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. CO
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YPE
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Prop
ose
Leve
l = 3
1.15
8'
Exis
ting
Road
Pro
file
Exis
ting
Road
Pro
file
Stru
ctur
al fi
ll
4'-0
"Pa
th W
alk
1% F
ALL Co
ncre
te P
our
to S
uppo
rt K
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Conc
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Pou
rto
Sup
port
Ker
b
10.
51
1
2" x
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erb
ston
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5" A
GG
REG
ATE
BA
SE(A
s Re
quire
d )
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
YEX
ISTI
NG
SU
RFA
CE R
EGRA
DED
AN
DPA
TCH
ED L
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LLY
1/"=
1'-0
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A I
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E
0 0
r
d R
d-2
22'-0
"61 4"
1'-0
"1'
-0"
1'-0
"
2% F
ALL
2% F
ALL
1 1 2 "
ASP
H. C
ON
. TYP
E S3
4 1 2'
AG
GRE
GA
TE B
ASE
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
5" A
GG
REG
ATE
BA
SE(A
s Re
quire
d )
KER
B ST
ON
EK
ERB
STO
NE
CRO
WN
ROA
D G
UTT
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AD
GU
TTER
11'-0
" Driv
ing
Lane
11'-0
" Driv
ing
Lane
TACK
CO
AT
2" A
SPH
. CO
N. T
YPE
S4
Prop
ose
Leve
l = 3
1.38
'
Exis
ting
Road
Pro
file
Exis
ting
Road
Pro
file
Stru
ctur
al fi
ll
4'-0
"Pa
th W
alk
1% F
ALL Co
ncre
te P
our
to S
uppo
rt K
erb
Conc
rete
Pou
rto
Sup
port
Ker
b
10.
51
1
2" x
6" k
erb
ston
e
5" A
GG
REG
ATE
BA
SE(A
s Re
quire
d )
EXIS
TIN
G S
URF
ACE
REG
RAD
ED A
ND
PATC
HED
LO
CALL
YEX
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NG
SU
RFA
CE R
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DED
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LLY
1/"=
1'-0
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A I
N A
E 1
1 0
0
rd
Rd-
3
22'-0
"61 4"
1'-0
"1'
-0"
1'-0
"
2% F
ALL
2% F
ALL
1 1 2 "
ASP
H. C
ON
. TYP
E S3
4 1 2'
AG
GRE
GA
TE B
ASE
2" A
SPH
. CO
N. T
YPE
S4
TACK
CO
AT
5" A
GG
REG
ATE
BA
SE(A
s Re
quire
d )
KER
B ST
ON
EK
ERB
STO
NE
CRO
WN
ROA
D G
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ER
11'-0
" Driv
ing
Lane
11'-0
" Driv
ing
Lane
TACK
CO
AT
2" A
SPH
. CO
N. T
YPE
S4
Prop
ose
Leve
l = 3
2.93
7'
Exis
ting
Road
Pro
file
Exis
ting
Road
Pro
file
4'-0
"Pa
th W
alk
1% F
ALL Co
ncre
te P
our
to S
uppo
rt K
erb
Conc
rete
Pou
rto
Sup
port
Ker
b
2" x
6" k
erb
ston
e
5" A
GG
REG
ATE
BA
SE(A
s Re
quire
d )
Stru
ctur
al fi
ll
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
15-1
39
PJK
ROA
D S
ECTI
ON
S SH
EET
1PA
RAD
ISE
ROA
D -
WES
T (P
HA
SE 2
)
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
302A
1
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
SOP2
SOP3
SOP4
SO
P5
SOP7
WINDWAR
PARA
DISE
RO
AD
SOP6
A
SOP6
SOP6
A6B
SOP6
A6B
SOP6
A6B
REV
ISIO
NS
REV
DA
TE
DES
CRIP
TIO
N
NO
TES:
1. R
EFER
TO
SH
EET
000
AN
D A
LLCO
NTR
ACT
DO
CUM
ENTS
FO
R G
ENER
AL
NO
TES.
2. D
O N
OT
SCA
LE F
ROM
DRA
WIN
GS.
Chec
ked
By
JOB
No.
Scal
e
Dra
win
g Ti
tle
Arc
hite
ct
Rev.
Rev.
Rev.
Rev.
Rev.
Rev.
Dra
wn
By
Dat
e
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Clie
nt/P
roje
ctCl
ient
/Pro
ject
Dra
win
g N
o.
2
15-1
39
PJK
INTE
RSEC
TIO
N &
RO
UN
D A
BOU
T LA
YOU
T
AS
SHO
WN
NO
V 2
015
DM
D
ROA
D D
ESIG
NPR
OV
IDEN
CIA
LES
TURK
S A
ND
CA
ICO
S IS
LAN
DS
400
engi
neer
ing
desi
gn s
ervi
ces
ltdp.
o. b
ox 7
09 p
rovi
denc
iale
s tu
rks
& c
aico
s is
land
s w
ww
.eng
inee
rs.t
c
1/16
"=1'
-0"
INTE
RSEC
TION
- 1
1
1/16
"=1'
-0"
INTE
RSEC
TION
- 2
2
1/16
"=1'
-0"
ROUN
D AB
OUT
LAYO
UT3
1
12.0
2.20
15
Roun
d ab
out r
evis
ed
PHA
SE 1
PHA
SE 2
2
12.0
2.20
15
Phas
ing
Add
ed
