S E C T I O N 9 0 5 -- P R O P O S A L...
28
S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED) I (We) hereby certify by digital signature and electronic submission via Bid Express of the Section 905 proposal below, that all certifications, disclosures and affidavits incorporated herein are deemed to be duly executed in the aggregate, fully enforceable and binding upon delivery of the bid proposal. I (We) further acknowledge that this certification shall not extend to the bid bond or alternate security which must be separately executed for the benefit of the Commission. This signature does not cure deficiencies in any required certifications, disclosures and/or affidavits. I (We) also acknowledge the right of the Commission to require full and final execution on any certification, disclosure or affidavit contained in the proposal at the Commission’s election upon award. Failure to so execute at the Commission’s request within the time allowed in the Standard Specifications for execution of all contract documents will result in forfeiture of the bid bond or alternate security. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda): ADDENDUM NO. 1 DATED 7/19/2016 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED Number Description TOTAL ADDENDA: 1 (Must agree with total addenda issued prior to opening of bids) Respectfully Submitted, DATE Contractor BY Signature TITLE ADDRESS CITY, STATE, ZIP PHONE FAX E-MAIL 1 Revised or Added Plan Sht. Nos. 1, 2, 3, 6, 7, 8, 10, 11, 12, 14, 16, 17, 18, 21, 27, 51, 68, 2001, & 9001-9009; Amendment EBS Download Required. (To be filled in if a corporation) Our corporation is chartered under the Laws of the State of and the names, titles and business addresses of the executives are as follows: President Address Secretary Address Treasurer Address The following is my (our) itemized proposal. NHPP-0055-04(101)/ 100222309000 Desoto County(ies) Revised 01/26/2016
Transcript of S E C T I O N 9 0 5 -- P R O P O S A L...
S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED)
I (We) hereby certify by digital signature and electronic submission via Bid Express of the Section 905 proposal below, that all certifications, disclosures and affidavits incorporated herein are deemed to be duly executed in the aggregate, fully enforceable and binding upon delivery of the bid proposal. I (We) further acknowledge that this certification shall not extend to the bid bond or alternate security which must be separately executed for the benefit of the Commission. This signature does not cure deficiencies in any required certifications, disclosures and/or affidavits. I (We) also acknowledge the right of the Commission to require full and final execution on any certification, disclosure or affidavit contained in the proposal at the Commission’s election upon award. Failure to so execute at the Commission’s request within the time allowed in the Standard Specifications for execution of all contract documents will result in forfeiture of the bid bond or alternate security. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda):
ADDENDUM NO. 1 DATED 7/19/2016 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED
Number Description TOTAL ADDENDA: 1
(Must agree with total addenda issued prior to opening of bids) Respectfully Submitted,
DATE
Contractor
BY Signature
TITLE
ADDRESS
CITY, STATE, ZIP
PHONE
FAX
1 Revised or Added Plan Sht. Nos. 1, 2, 3, 6, 7, 8, 10, 11, 12, 14, 16, 17, 18, 21, 27, 51, 68, 2001, & 9001-9009; Amendment EBS Download Required.
(To be filled in if a corporation)
Our corporation is chartered under the Laws of the State of and the names, titles and business addresses of the executives are as follows: President Address
Secretary Address
Treasurer Address
The following is my (our) itemized proposal.
NHPP-0055-04(101)/ 100222309000
Desoto County(ies) Revised 01/26/2016
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105
PC Sta. 105+90.943
110
PT Sta. 110+65.199
115
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4) E
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29-5
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34
(L
T)
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55
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1)
NH
PP
-00
55
-04
(10
1)
EN
D O
F E
XIS
TIN
G B
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CU
LV
ER
T
WIN
G W
AL
LS
FO
R T
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FT
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, A
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, P
AR
AP
ET
AN
D
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TO
BE
AB
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BO
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L
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A. 104+
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9 L
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8
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35
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6
1 -
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RE
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.
3:1
WIN
GW
AL
LS
RE
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17.8
' - 6
'x4' C
ON
C. B
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EX
T. L
T
6'x
4' B
OX
CU
LV
ER
T (
IN
PL
AC
E)
ST
A.
10
4+
72
.49
3
DE
SO
TO
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ITS
TO
TA
LS
DIT
CH
LIN
ER
PA
VE
D D
ITC
H
S.Y
.
C.Y
.
TO
N
SY
MB
OL
S.Y
.S
OIL
RE
INF
. M
AT
ER
IAL
S.Y
.
S.Y
.
GE
OT
EX
TIL
E
SO
LID
SO
D
PE
RM
AN
EN
TE
RO
SIO
NC
ON
TR
OL
ITE
MS
12
2
3,2
44
RIP
RA
P
EA
RT
HW
OR
KT
OT
AL
TH
ISS
HE
ET
Cu
t
Fill
Excess
Surplu
s
Bo
rro
w
266
66
8
(
)
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
1
RE
VIS
ION
S
DA
TE
BY
7/1
3/1
6
JBM
1Q
UA
NT
ITIE
SR
EV
ISE
D E
AR
TH
WO
RK
1 1
1 1
POT Sta. 102+91.651
105
PC Sta. 105+90.943
110
PT Sta. 110+65.199
115
POT Sta. 115+22.000
Cu
rv
e S
B-R
AM
P1
L =
474.256'
T =
238.354'
R =
1
,9
10
.0
78
'
PC
105+
90.943
PT
11
0+
65
.19
9
10
OPTICS
U/G FIBER
OPTICS
U/G FIBER LP
LP
DI GRATE
DI GRATE
FL. 356.96
W/ FES
24" RCP
FL. 352.98
W/ FES
30" RCP
E
FL. 354.21
W/ FES
30" RCP
OPTICS
U/G FIBER
FL. 355.67
W/ FES
24" RCP
SLOAN
WAY
MH
MH
MH
DRIVE
WAY
I-55 RA
MP
PPPP
PP
INV. 370.65
18" RCP
DI GRATE
LP
LP
LP
LP
LP
SS
PP
LP
PP
PP
PP
PP
PP
LP
PP
WM
WMWV
FIREPLUG
WV
GV
MH
MH
TOP 364.87
CURB INLET
TOP 364.53
CURB INLET
E
SIGN
CABLE
PVC PIPE
VERTICAL
PVC PIPE
VERTICAL
PVC PIPE
VERTICAL
FL
. 353.1
8
FL. 352.45
FL
. 3
53
.89
S1014
(IN
-PL
AC
E)
BO
X C
UL
VE
RT
EX
IS
TIN
G 6
'X4
'
(IN
-PL
AC
E)
BO
X C
UL
VE
RT
EX
IS
TIN
G 6
'X4
'
EXISTING RO
W
CULVERT
BOX
6'X4'
EXT. 17.8' - 6'x
4'
BOX CULVERT
B.O.P. STA. 102+91.651
DS
FL
353.1
8
US
FL
353.8
9
6'X
4' B
OX
CU
LV
ER
T
ST
A.
10
4+
72
.49
103
104
105
106
107
108
109
11
01
11
11
21
13
11
411
5
361.02
360.64
360.37
360.35
360.57
360.76
361.19
361.87
362.76
363.72
364.72
365.76
366.81
367.76
368.70
369.61
370.48
371.31
372.04
372.66
373.23
373.74
374.20
374.64
375.02
375.42
375.82
376.15
376.46
376.80
377.09
377.36
377.59
377.81
378.01
378.23
378.46
378.70
378.92
379.12
379.28
379.43
379.56
379.79
380.04
380.23
380.50
380.55
380.83
christian.taylor
MDOT-ADDENDUM
340
350
36
0
370
340
350
36
0
370
0
5
0
10
0
CO
MM
ER
CE
ST
RE
ET
50 C
U/Y
DS
CU
T
0 C
U/Y
DS
FIL
L
17
:1 T
AP
ER
AT
ST
A. 12+
25 R
T
TO
EX
IST
ING
12
.5' S
EC
TIO
N
CO
NN
EC
T N
EW
GU
AR
DR
AIL
1 -
TE
RM
INA
L E
ND
SE
CT
ION
17
:1 T
AP
ER
RA
TE
75' - "
W" B
EA
M
GU
AR
D R
AIL
RE
Q'D
.
ST
A. 10+
84 (
RT
)
RE
MA
IN I
N P
LA
CE
UN
DE
R I
-55 B
RID
GE
TO
TO
CO
NC
RE
TE
BA
RR
IER
12
.5' S
EC
TIO
N C
ON
NE
CT
ED
RE
MO
VE
137.5
'
EX
IST
ING
GU
AR
DR
AIL
EA
RT
HW
OR
KT
OT
AL
TH
ISS
HE
ET
Cu
t
Fill
Excess
Surplu
s
Bo
rro
w
50 0
(
)
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
Cu.Y
ds
UN
ITS
TO
TA
LS
DIT
CH
LIN
ER
PA
VE
D D
ITC
H
S.Y
.
C.Y
.
TO
N
SY
MB
OL
S.Y
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OIL
RE
INF
. M
AT
ER
IAL
S.Y
.
S.Y
.
GE
OT
EX
TIL
E
SO
LID
SO
D
PE
RM
AN
EN
TE
RO
SIO
NC
ON
TR
OL
ITE
MS
307
RIP
RA
P
Wk
. S
h.
Sh
. N
o.
Sh
. N
o.
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
CO
UN
TY
:D
ES
IGN
TE
AM
:F
ILE
NA
ME
:M
ICH
AE
L B
AK
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IN
TE
RN
AT
ION
AL
18
4
PLAN-PROFILEROADWAY DESIGN DIVISION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
SH
EE
T I
D:
PR
OJE
CT
NO
. :
CO
MM
ER
CE
ST
RE
ET
WID
EN
ING
DE
SO
TO
NH
PP
-00
55
-04
(10
1)
7/13/201608:23:29WK 4.dgn
NH
PP
-00
55
-04
(10
1)
WK
4.D
GN
18
FM
S C
ON
: 100222/3
09000
1 -
24
" F
ES
RE
Q'D
.
1 -
PC
-1 R
EQ
'D.
RE
MO
VE
EX
IST
ING
FE
S (
CO
ST
TO
BE
AB
SO
RB
ED
)
8' - 2
4" R
CP
EX
T.
RT
. R
EQ
'D
ST
A.
11
+1
3
RE
VIS
ION
S
DA
TE
BY
7/1
3/1
6
JBM
1
1A
DD
ED
SIG
NA
L P
OL
ER
EV
ISE
D P
IPE
NO
TE
&
1
1
POT Sta. 102+91.651
105
10
EXT. 17.8' - 6'x4'
BOX CULVERT
TS
C
OPTIC
S
U/
G FIB
ER
OPTIC
S
U/
G FIB
ER
OPTIC
S
U/
G FIB
ER
TSC
SP
TSC
TSC
SP
LP
SP
TSC
SP
LP
TSC
LP
SP TSC
PPP
PL
P
PP
SP
TSC
PP
PP PP
WM
WM
WM
WM
WM
PP
PP
FIR
EPLUG
FL. 352.5
724" RCP
DI GRATE
DI GRATE
DI GRATE
DI GRATE
DI GRATE
DI GRATE
FL. 348.3
7W/ FES
24" RCP
MARKER
U/G GAS
FL. 356.9
6W/ FES
24" RCP
OPTICS
U/G FIBER
FL. 352.9
8W/ FES
30" RCP
E
FL. 354.2
1W/ FES
30" RCP
OPTICS
FIBER
U/G
OPTICS
FIBER
U/G
TEL
PE
DTEL
PE
D
DRAIN
GRATE
OPTICS
FIBER
U/G
OPTICS
FIBER
U/G
OPTICS
U/G FIBER
FL. 355.6
7W/ FES
24" RCP
McCRACKEN ROAD
INV. 351.0
7CULVERT
4'X
6' BOX
SLOAN WAY
MH
MH
MH
MH
DRIVEWAY
DI GRATE
DRIVEWAY
I-55 RAMP
I-55 RAM
P
I-55 RAMP
I-55
RAMP
PP
PP
PP
WV
TEL
PE
D
WM
WM
LP
GV
GV
WV FIR
EPLUG
WMF.C.
LP
FL. 350.7
924" RCP
INV. 349.4
1CULVERT
4'X
6' BOX
LP
LP
MH
LP
LP
SS
PP
PP
TOP 372.0
4DI - GRATE
LP
PP
PP
PP
LP P
P
TEL
PE
D
SS
WM
WM
WV
GV
SP
MH
MH
TOP 364.8
7CURB INLET
TOP 364.5
3CURB INLET
E
PVC PIPE
VERTICAL
PVC PIPE
VERTICAL
PP
PP
FL. 353.18
FL. 352.4
5
FL 349.2
4
FL. 348.7
8+
+
+
+
+
++
+ ++
++
+
+
+++
+
++ ++
+
FL. 353.89
(IN-PLACE) BOX CULVERT EXISTING 6'X4'
(IN-PLACE) BOX CULVERT EXISTING 6'X4'
CULVERT
BOX
6'X
4'
CULVERT
BOX
6'X
4'
CULVERT
BOX
SP
360.86
360.80
360.75
360.68
360.60
360.50
360.43
360.32
360.26
DS
FL
35
5.6
7
US
FL
35
6.9
6
2 -
24" F
ES
70' - 2
4" R
CP
ST
A.
11
+1
4
10
11
12
13
361.17
361.13
361.08
361.03
360.97
360.91
360.86
360.80
360.75
360.68
360.60
360.50
360.43
360.37
360.32
360.26
christian.taylor
MDOT-ADDENDUM
03
06
09
0
SC
AL
E: 1
" =
30'
WH
ITE
ST
RIP
E
6" S
KIP
AT
ST
A.
11
1+
50
.00
MA
TC
H E
XIS
TIN
G S
TR
IPIN
G
LIM
ITS
OF
ST
RIP
ING
23
4
5
8
8E
DG
E W
HIT
E
6" C
ON
T.
ED
GE
YE
LL
OW
6" C
ON
T.
WH
ITE
6" C
ON
T.
YE
LL
OW
6" D
ET
AIL
WH
ITE
12
" D
ET
AIL
9
(0
.C.
40
')
PA
VE
ME
NT
MA
RK
ER
S
RE
D/C
LE
AR
RA
ISE
D
+66.06 6
12
4
3
2
WH
ITE
6" C
ON
T.
+75.23
I-55 SB RA
MP
+50.00
+74.84
(0
.C.
20
')
PA
VE
ME
NT
MA
RK
ER
S
RE
D/C
LE
AR
RA
ISE
D
1 3
1 0
1 31 2
1 2
7
1 3
1 011
1 3
1
1
11
+27.10
+78.8
8
+60.3
3
5+14.2
5
+76.5
4
WH
ITE
6" D
ET
AIL 3
ED
GE
WH
ITE
6" C
ON
T.
11
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MM
ichael
Baker
CH
EC
KE
DJB
MD
AT
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01
6
PM
D-1
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/13/20168:23PMD-1.dgn AM
07/13/16JBM REVISED PAVEMENT MARKING QUANTITIES
NH
PP
-0055-0
4(1
01)
I-5
5 S
B R
AM
P W
IDE
NIN
G
AT
CO
MM
ER
CE
ST
RE
ET
PA
VE
ME
NT
MA
RK
ING
DE
TA
ILS
PM
D-1
.DG
N
21
CO
UN
TY
:
PR
OJ. N
UM
.:
FM
S C
ON
: 100222/3
09000
NH
PP
-0
05
5-0
4(1
01)
DE
SO
TO
105
110
10
DRIVE
WAY
EXISTING RO
W
1
christian.taylor
MDOT-ADDENDUM
ER
OS
ION
CO
NT
RO
L
OF
SO
D T
UR
FS
AR
RA
NG
EM
EN
T
SO
IL S
UR
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OR
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NA
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ON
PL
AN
S O
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EE
R.
SO
IL S
TE
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IZA
TIO
N U
ND
ER
PA
VE
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RE
AS
(IS
LA
ND
S, M
ED
IAN
S O
R S
LO
PE
PA
VE
ME
NT
)
PA
VE
ME
NT
MA
TE
RIA
L R
EQ
UIR
ED
SO
IL S
TE
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AN
T
UN
TR
EA
TE
D S
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CU
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PE
FIL
L S
LO
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PA
VE
ME
NT
AN
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OF
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ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
D
ES
OT
O
N
HP
P-0055-04(101)
7/13/20168:27VS-1.dgn AM
07/13/16JBM REPLACED SHEET
NH
PP
-0055-0
4(1
01)
VS
-1.D
GN
68
CO
UN
TY
:
PR
OJ. N
UM
.:
FM
S C
ON
: 100222/3
09000
90
7-2
16
-A
00
1
TO
PS
OIL
FO
R S
LO
PE
TR
EA
TM
EN
T
1
christian.taylor
MDOT-ADDENDUM
CO
MMERCE STREET
02
04
06
0
SC
AL
E: 1
" =
20'
McCRACKEN ROAD
SLOAN WAY
P4
P5
4B
6A 6B
SIZ
EN
UM
BE
RT
UR
NS
CO
MM
EN
TS
AM
P-C
HA
NN
EL
4A
6ft x 50ft
DE
TE
CT
OR
LO
OP
CH
AR
T
2-4-2
4B
6ft x 50ft
2-4-2
LO
CA
TIO
NMA
ST
AR
M P
OL
E C
HA
RT
LE
NG
TH
(F
T)
MA
ST
AR
M
SP
AC
IN
G (
FT
)
HE
AD
/SIG
N
17
'S
OU
TH
WE
ST
LE
NG
TH
(F
T)
SH
AF
T
TY
PE
FO
UN
DA
TIO
NP
OL
E
E
LP
PP
LP
LP
LP
PP
LP
LP
5
11
Pu
llb
ox
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istin
g
A.M
. P
EA
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OU
RP
.M. P
EA
K H
OU
R1
2 H
OU
R C
OU
NT
6:0
0 -
6:0
0
4A
4C
P3
P2
P1
I-55 S
B ON
RAMP
I-55 SB OFF RAMP
7
7
55
P4
NA
0,
14
, 2
8*
*
6ft x 50ft
2-4-2
4C
2-4-2
2-4-2
- - - - -
Ne
w Loop Req'd.
Ne
w Loop Req'd.
Ne
w Loop Req'd.
Ne
w Loop Req'd.
Ne
w Loop Req'd.
13
68
0
93
26
00
00
00
00
0
0
73
21
12
51
39
93
2
32
15
7:0
0 -
8:0
0
28
31
48
0
00
86
8
10
21
20
65
9
5:0
0 -
6:0
0
489
479
0
00
734
15
0
877
12
6
TURNING
MOVE
MENT COUNTS (4-17-2014)
6C
NOTE: D
ETECTOR NU
MBER CORRESPONDS
WITH INPUT PHASE NU
MBER
6ft x 50ft
2-4-2
-
Ne
w Loop Req'd.
6C
6B
6A
(To Be Re
moved)
Existin
g Sig
nal Pullbox
11
1 1
11
11
Cabinet
Existin
g Control
Conduit
Existing
Conduit
Existing
6ft x
2
5ft
6ft x
2
5ft
(To Re
main)
Existin
g Elecrical Pullbox
Existin
g Conduit
Pu
llb
ox
Ex
istin
g
NE
W T
YP
E 2
PU
LL
BO
X R
EQ
'D.
NE
W T
YP
E 2
PU
LL
BO
X R
EQ
'D.
SIG
NA
L H
EA
DS
RE
Q'D
.
2-T
YP
E 5
LT
TU
RN
SIG
NA
L P
OL
E
MO
UN
TE
D O
N
SIG
NA
L H
EA
D R
EQ
'D.
1-T
YP
E 5
RT
TU
RN
1-7
c (
Relo
cated
)
2-2" P
VC
(1 S
pare)
NE
W C
ON
DU
IT R
EQ
'D.
1-8c R
EQ
'D.
1-8c R
EQ
'D.
1-8c R
EQ
'D.
Conduit
Existing
1-8c R
EQ
'D.
TO BE ALIGNED
WITH
WITH DUAL LEFT TURN LANES ON SB OFF RA
MP.
NOTE: ** CONTRACTOR SHALL PLACE NE
W TYPE 5 LEFT TURN SIGNAL HEADS
2-4c S
.C. R
EQ
'D.
1-2
" R
OL
LE
D P
IPE
(JA
CK
AN
D B
OR
E)
NE
W C
ON
DU
IT R
EQ
'D.
4-4c S
.C. R
EQ
'D.
1-7
c (
To
Rem
ain
)
2-2
" P
VC
(1
Sp
are)
(T
o R
em
ain
in
Place)
Existing C
onduit
BEING USED. (
NOT A SEPARATE PAY ITE
M)
TRAFFIC SIGNAL CABLES THAT ARE NOT LONGER
THE CONTRACTOR IS TO RE
MOVE ANY EXISING
NO
TE
:
ST
AT
EP
RO
JE
CT
NO
.
MIS
S.
DATEREVISIONBY
WO
RK
ING
NU
MB
ER
SH
EE
T N
UM
BE
RF
ILE
NA
ME
:
DE
SIG
N T
EA
MM
ichael
Baker
CH
EC
KE
DJB
MD
AT
E2
01
6
TS
I-1
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ROADWAY DESIGN DIVISIONMISSISSIPPI DEPARTMENT OF TRANSPORTATION
PLAN
7/13/20168:27TSI-1.dgn AM
07/13/16JBM REVISED POLE LOCATION AND CONDUIT
NH
PP
-0055-0
4(1
01)
I-5
5 S
B R
AM
P W
IDE
NIN
G
AT
CO
MM
ER
CE
ST
RE
ET
TR
AF
FIC
SIG
NA
L D
ET
AIL
S
TS
I-1
.DG
N
2001
CO
UN
TY
:
PR
OJ. N
UM
.:
FM
S C
ON
: 100222/3
09000
NH
PP
-0
05
5-0
4(1
01)
DE
SO
TO
Conduit
Existing
1
1
105
10
1
christian.taylor
MDOT-ADDENDUM
90
01
0
0
0
0
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
60
60
60
60
8
0
8
0
8
0
8
0
1
00
1
00
1
00
1
00
12
0
1
20
12
0
1
20
1
40
1
40
1
40
1
40
1
60
1
60
3
60
3
60
1
03
+0
0.0
00
3
55
3
55
3
60
3
60
3
65
3
65
3
70
3
70
1
03
+5
0.0
00
3
55
3
55
3
60
3
60
3
65
3
65
3
70
3
70
1
04
+0
0.0
00
NH
PP
-0055-0
4(1
01)
Wk. N
o.
Sh. N
o.
ST
AT
E
MIS
S.
PR
OJE
CT
NO
.
CR
OS
S S
EC
TIO
N
RO
AD
WA
Y D
ES
IG
N D
IV
IS
IO
N C
.A.D
.D.
SE
CT
IO
N
MIS
SIS
SIP
PI D
EP
AR
TM
EN
T O
F T
RA
NN
HP
PO
RT
AT
IO
N
7/13/20168:16LAY-SB RAMP.dgn AM
CO
MM
ER
CE
ST
RE
ET
SO
UT
H B
OU
ND
RA
MP
1
RE
VIS
ION
S
DA
TE
BY
07/1
3/1
6
JBM
1R
EV
ISE
D S
HE
ET
1
1
36
1.0
2
36
0.3
7
36
0.5
7
4:1
christian.taylor
MDOT-ADDENDUM
90
02
0
0
0
0
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
60
60
60
60
8
0
8
0
8
0
8
0
1
00
1
00
1
00
1
00
12
0
1
20
12
0
1
20
1
40
1
40
1
40
1
40
1
60
1
60
3
55
3
55
3
60
3
60
3
65
3
65
3
70
3
70
1
04
+5
0.0
00
3
55
3
55
3
60
3
60
3
65
3
65
3
70
3
70
1
04
+7
2.4
93
3
55
3
55
3
60
3
60
3
65
3
65
3
70
3
70
1
05
+0
0.0
00
NH
PP
-0055-0
4(1
01)
Wk. N
o.
Sh. N
o.
ST
AT
E
MIS
S.
PR
OJE
CT
NO
.
CR
OS
S S
EC
TIO
N
RO
AD
WA
Y D
ES
IG
N D
IV
IS
IO
N C
.A.D
.D.
SE
CT
IO
N
MIS
SIS
SIP
PI D
EP
AR
TM
EN
T O
F T
RA
NN
HP
PO
RT
AT
IO
N
7/13/20168:16LAY-SB RAMP.dgn AM
CO
MM
ER
CE
ST
RE
ET
SO
UT
H B
OU
ND
RA
MP
1
RE
VIS
ION
S
DA
TE
BY
07/1
3/1
6
JBM
1R
EV
ISE
D S
HE
ET
1
1
361.1
9
LIG
HT
PO
LE
EX
IST
ING
ST
A.
10
4+
34
2:1
36
1.8
0D
S F
L 3
53
.18
US
FL
353.8
9
(IN
PL
AC
E)
6' x 4
' B
OX
CU
LV
ER
T
ST
A. 104+
75
3:1
17
.8' - 6
x4
BO
X
DS
FL
35
3.1
8
US
FL
354.0
6
EX
T.
17
.8' -
6'X
4' C
ON
CR
ET
E B
OX
CU
LV
ER
T L
T.
ST
A. 104+
73
362.7
6
3:1
90
03
0
0
0
0
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
60
60
60
60
8
0
8
0
8
0
8
0
1
00
1
00
1
00
1
00
12
0
1
20
12
0
1
20
1
40
1
40
1
40
1
40
1
60
1
60
3
60
3
60
3
65
3
65
3
70
3
70
1
05
+5
0.0
00
3
65
3
65
3
70
3
70
3
75
3
75
1
06
+0
0.0
00
3
65
3
65
3
70
3
70
3
75
3
75
1
06
+5
0.0
00
NH
PP
-0055-0
4(1
01)
Wk. N
o.
Sh. N
o.
ST
AT
E
MIS
S.
PR
OJE
CT
NO
.
CR
OS
S S
EC
TIO
N
RO
AD
WA
Y D
ES
IG
N D
IV
IS
IO
N C
.A.D
.D.
SE
CT
IO
N
MIS
SIS
SIP
PI D
EP
AR
TM
EN
T O
F T
RA
NN
HP
PO
RT
AT
IO
N
7/13/20168:16LAY-SB RAMP.dgn AM
CO
MM
ER
CE
ST
RE
ET
SO
UT
H B
OU
ND
RA
MP
1
RE
VIS
ION
S
DA
TE
BY
07/1
3/1
6
JBM
1R
EV
ISE
D S
HE
ET
1
1
364.7
2
3:1
36
6.8
1
3:1
368.7
0
3:1
christian.taylor
MDOT-ADDENDUM
90
04
0
0
0
0
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
60
60
60
60
8
0
8
0
8
0
8
0
1
00
1
00
1
00
1
00
12
0
1
20
12
0
1
20
1
40
1
40
1
40
1
40
1
60
1
60
3
65
3
65
3
70
3
70
3
75
3
75
3
80
3
80
1
07
+0
0.0
00
3
65
3
65
3
70
3
70
3
75
3
75
3
80
3
80
1
07
+5
0.0
00
3
65
3
65
3
70
3
70
3
75
3
75
3
80
3
80
1
08
+0
0.0
00
NH
PP
-0055-0
4(1
01)
Wk. N
o.
Sh. N
o.
ST
AT
E
MIS
S.
PR
OJE
CT
NO
.
CR
OS
S S
EC
TIO
N
RO
AD
WA
Y D
ES
IG
N D
IV
IS
IO
N C
.A.D
.D.
SE
CT
IO
N
MIS
SIS
SIP
PI D
EP
AR
TM
EN
T O
F T
RA
NN
HP
PO
RT
AT
IO
N
7/13/20168:16LAY-SB RAMP.dgn AM
CO
MM
ER
CE
ST
RE
ET
SO
UT
H B
OU
ND
RA
MP
1
RE
VIS
ION
S
DA
TE
BY
07/1
3/1
6
JBM
1R
EV
ISE
D S
HE
ET
1
1
370.4
8
LIG
HT
PO
LE
EX
IST
ING
ST
A. 107+
12
2:1
372.0
42.5:1
373.2
33:1
christian.taylor
MDOT-ADDENDUM
90
05
0
0
0
0
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
60
60
60
60
8
0
8
0
8
0
8
0
1
00
1
00
1
00
1
00
12
0
1
20
12
0
1
20
1
40
1
40
1
40
1
40
1
60
1
60
3
70
3
70
3
75
3
75
3
80
3
80
1
08
+5
0.0
00
3
70
3
70
3
75
3
75
3
80
3
80
3
85
3
85
1
09
+0
0.0
00
3
70
3
70
3
75
3
75
3
80
3
80
3
85
3
85
1
09
+5
0.0
00
NH
PP
-0055-0
4(1
01)
Wk. N
o.
Sh. N
o.
ST
AT
E
MIS
S.
PR
OJE
CT
NO
.
CR
OS
S S
EC
TIO
N
RO
AD
WA
Y D
ES
IG
N D
IV
IS
IO
N C
.A.D
.D.
SE
CT
IO
N
MIS
SIS
SIP
PI D
EP
AR
TM
EN
T O
F T
RA
NN
HP
PO
RT
AT
IO
N
7/13/20168:16LAY-SB RAMP.dgn AM
CO
MM
ER
CE
ST
RE
ET
SO
UT
H B
OU
ND
RA
MP
1
1
RE
VIS
ION
S
DA
TE
BY
07/1
3/1
6
JBM
RE
VIS
ED
SH
EE
T
1
1
37
4.2
06:1
3:1
375.0
26:1
3:1
375.8
26:1
3:1
christian.taylor
MDOT-ADDENDUM
0
0
0
0
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
60
60
60
60
8
0
8
0
8
0
8
0
1
00
1
00
1
00
1
00
12
0
1
20
12
0
1
20
1
40
1
40
1
40
1
40
1
60
1
60
3
70
3
70
3
75
3
75
3
80
3
80
3
85
3
85
1
10
+0
0.0
00
3
75
3
75
3
80
3
80
3
85
3
85
1
10
+5
0.0
00
3
75
3
75
3
80
3
80
3
85
3
85
1
11
+0
0.0
00
90
06
1
1A
DD
ED
SH
EE
T
RE
VIS
ION
S
DA
TE
BY
07/1
3/1
6
JBM
NH
PP
-0055-0
4(1
01)
Wk. N
o.
Sh. N
o.
ST
AT
E
MIS
S.
PR
OJE
CT
NO
.
CR
OS
S S
EC
TIO
N
RO
AD
WA
Y D
ES
IG
N D
IV
IS
IO
N C
.A.D
.D.
SE
CT
IO
N
MIS
SIS
SIP
PI D
EP
AR
TM
EN
T O
F T
RA
NN
HP
PO
RT
AT
IO
N
7/13/20168:16LAY-SB RAMP.dgn AM
CO
MM
ER
CE
ST
RE
ET
SO
UT
H B
OU
ND
RA
MP
376.4
65:1
LIG
HT
PO
LE
EX
IST
ING
ST
A.
10
9+
94
25.2
9ft
377.0
96:1
3:1
37
7.5
96:1
christian.taylor
MDOT-ADDENDUM
0
0
0
0
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
60
60
60
60
8
0
8
0
8
0
8
0
1
00
1
00
1
00
1
00
12
0
1
20
12
0
1
20
1
40
1
40
1
40
1
40
1
60
1
60
3
75
3
75
3
80
3
80
3
85
3
85
1
11
+5
0.0
00
3
75
3
75
1
12
+0
0.0
00
90
07
1
1A
DD
ED
SH
EE
T
RE
VIS
ION
S
DA
TE
BY
07/1
3/1
6
JBM
NH
PP
-0055-0
4(1
01)
Wk. N
o.
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o.
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AT
E
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S.
PR
OJE
CT
NO
.
CR
OS
S S
EC
TIO
N
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AD
WA
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ES
IG
N D
IV
IS
IO
N C
.A.D
.D.
SE
CT
IO
N
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SIS
SIP
PI D
EP
AR
TM
EN
T O
F T
RA
NN
HP
PO
RT
AT
IO
N
7/13/20168:16LAY-SB RAMP.dgn AM
CO
MM
ER
CE
ST
RE
ET
SO
UT
H B
OU
ND
RA
MP
378.0
1
37
8.4
6
christian.taylor
MDOT-ADDENDUM
Wk. N
o.
Sh
. N
o.
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E
MIS
S.
PR
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CT
NO
.
CR
OS
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EC
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N
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AD
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ES
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IO
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.A.D
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IO
N
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SIS
SIP
PI D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
IO
N
7/13/20168:16LAY-COMMERCE.dgn AM
90
08
CO
MM
ER
CE
ST
RE
ET
WID
EN
ING
0
0
0
0
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
60
60
60
60
8
0
8
0
8
0
8
0
1
00
1
00
1
00
1
00
1
20
1
20
1
20
1
20
14
0
1
40
14
0
1
40
1
60
1
60
3
60
3
60
1
0+
50
.0
00
3
55
3
55
3
60
3
60
3
65
3
65
3
70
3
70
1
1+
00
.00
0
3
60
3
60
1
1+
25
.00
0
3
60
3
60
3
65
3
65
3
70
3
70
1
1+
50
.00
0
1
1
1
NH
PP
-0055-0
4(1
01)
RE
VIS
ED
SH
EE
T
1
RE
VIS
ION
S
DA
TE
BY
07/1
3/1
6
JBM
36
1.0
8
36
0.9
7
FL
356.9
6F
L 3
55.6
7
(IN
PL
AC
E)
24" R
CP
W/F
ES
ST
A.
11
+1
4B
EG
IN W
IDE
NIN
G
ST
A.
10
+8
8
36
0.9
1
36
0.8
6
christian.taylor
MDOT-ADDENDUM
Wk. N
o.
Sh
. N
o.
ST
AT
E
MIS
S.
PR
OJE
CT
NO
.
CR
OS
S S
EC
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N
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AD
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.D.
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MIS
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SIP
PI D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
IO
N
7/13/20168:16LAY-COMMERCE.dgn AM
90
09
CO
MM
ER
CE
ST
RE
ET
WID
EN
ING
0
0
0
0
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
60
60
60
60
8
0
8
0
8
0
8
0
1
00
1
00
1
00
1
00
1
20
1
20
1
20
1
20
14
0
1
40
14
0
1
40
1
60
1
60
3
60
3
60
3
65
3
65
3
70
3
70
3
75
3
75
1
1+
75
.00
0
3
60
3
60
3
65
3
65
3
70
3
70
3
75
3
75
1
2+
00
.0
00
3
60
3
60
3
65
3
65
3
70
3
70
3
75
3
75
1
2+
50
.0
00
1
1
1
NH
PP
-0055-0
4(1
01)
1
RE
VIS
ED
SH
EE
T
RE
VIS
ION
S
DA
TE
BY
07/1
3/1
6
JBM
36
0.8
0
36
0.7
5
EN
D W
IDE
NIN
G
ST
A.
12+
23
36
0.6
0
christian.taylor
MDOT-ADDENDUM
