ONLY - Procurement & Strategic Sourcing › Adv_bid › M-1-Construction... · 2016-05-31 ·...
10
CS: JN: TSC: DATE: FILE: DESIGN UNIT: DESCRIPTION AUTH DRAWING SHEET 0 HORZ. (FT) DESCRIPTION AUTH SECT 1 DATE NO. DATE NO. FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: ) Michigan Department of Transportation Surface Transportation Traverse City . Detroit Grand Rapids . Southfield . 10’ 10’ 10’ 10’ 10’ 10’ 10’ 10’ ( NEXTEL ) (NEXTEL) ( NEXTEL ) ( NEXTEL ) L L L L L L L L L L L L L L L L T U W W W W E E E E E E E E U F L T A PP A R E N T T R O LLE Y T R A C K S ( B U R I E D ) A PP A R E N T T R O LLE Y T R A C K S ( B U R I E D ) ( SEMTOC) 9 ’- 0 "S E W E R 3 ’-8 " x5 ’-6 " SEWER 5 ’ -0" SEWER 5 ’ -0" SEWER CB 12 " 12 " 12 " 12 " 12 " 12 " 12" 12 " 12 " SA CB CB CB CB CB CB SA SA T H # C H 2 M # B 01 T H # C H 2 M # B 02 T H # C H 2 M # B 03 T H # C H 2 M # B 04 BR - 006 BR - 006 A BR - 0 05 BR - 003 BR - 00 4 BR - 002 T S - 060 T S - 059 BR - 00 1 T S - 0 5 8 A T S - 059 2107 2108 2109 2110 2111 1107 1108 1109 1110 1111 1112 14 2 143 144 145 146 P I =142 +5 7 . 31 1565 1566 1567 P T = 1567 + 04 . 78 P C=5107 +27 . 10 P T=5108 +59 . 62 P I = 5107 +93 . 37 5107 5108 5109 5110 5111 5112 CAUTION - CRITICAL UNDERGROUND UTILITY HAZARDOUS OR FLAMMABLE MATERIAL HAZARDOUS OR FLAMMABLE MATERIAL HAZARDOUS OR FLAMMABLE MATERIAL HAZARDOUS OR FLAMMABLE MATERIAL HAZARDOUS OR FLAMMABLE MATERIAL CAUTION - CRITICAL UNDERGROUND UTILITY CAUTION - CRITICAL UNDERGROUND UTILITY N ANTOINETTE M-1 NON-LEGAL ALI NB TRACK NON-LEGAL ALI SB TRACK NON-LEGAL ALI OFF RAMP ON RAMP HAZARDOUS OR FLAMMABLE MATERIAL M- 1 EX 120’ ROW M- 1 HAZARDOUS OR FLAMMABLE MATERIAL (FORD FWY) EB I-94 (FORD FWY) WB I-94 (FORD FWY) EB I-94 (FORD FWY) WB I-94 R R R R R R R M-1 LEGAL ALI R I-94 NON-LEGAL ALI R 74.86 LT +41.00 75.05 LT +03.61 60.10 RT +82.30 JN 120802A S03 OF 82024 EX CONC PLANTER BOXES (TYP 7 PLACES THIS SHEET) MASONRY AND CONCRETE STRUCTURE, REM TO BE REMOVED PAID FOR AS, R PAVER, REM AND SALV PAVER, REM AND SALV R R I-75 REMOVAL DETAILS SEE I-75 SHEET FOR TREE GRATE, REM AND SALV R R R R R R R R R EX JOINT +02.21 R EX JOINT +33.23 60.21 RT +50.64 66.49 RT +82.52 R +94 . 12 EX JOINT +96.49 EX JOINT +33.61 EX JOINT +52.88 R EX JOINT +52.77 2. SEE DRAINAGE SHEET AND NOTICE TO BIDDERS UTILITY COORDINATION (NTBUC) FOR UTILITY INFORMATION. 1. ALL EXISTING SITE AMENITIES (BIKE RACK, TRASH RECEPTACLE, BENCH) WITHIN THE M-1 ROW SHALL BE REMOVED AND SALVAGED. NOTES: EX JOINT +97.61 EX JOINT +97.68 55.30 LT +02.21 EX JOINT +95.99 EX JOINT +33.76 R EX JOINT +49.63 A2 330 76903A M-1 REM C029 76903_SEG2_M-1_5107.DGN REMOVAL SHEET M-1 STA 5107+00 TO STA 5112+00 82131 LOREE DETROIT 02/14/2014 40 12.32’ 5 ’ FOR REFERENCE ONLY
Transcript of ONLY - Procurement & Strategic Sourcing › Adv_bid › M-1-Construction... · 2016-05-31 ·...
CS:
JN:
TSC:
DATE:
FILE:
DESIGN UNIT:DESCRIPTIONAUTH
DRAWING SHEET
0
HORZ. (FT)
DESCRIPTIONAUTH
SECT 1DATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
Michigan Department of Transportation
Surface Transportation
Traverse City . Detroit
Grand Rapids . Southfield .
10’
10’
10’
10’
10’
10’
10’
10’
(NE
XT
EL)
(NEXTEL)
(NE
XT
EL)
(NE
XT
EL)
L
L
L
L
L
LL
L
L
L
L
L
L
L
L
L
T
U
W
W
W
W
EE
EE
E
E EE
U
F
L
T
APPARENT TROLLEY TRACKS (BURIED)
APPARENT TROLLEY TRACKS (BURIED)
(SE
MT
OC)
9’-0" SEWER
3’-
8"x
5’-
6"
SE
WE
R
5’-
0"
SE
WER
5’-
0"
SE
WER
CB
12"12
"
12"
12"
12"
12"
12"
12"
12"
SA
CBCB
CBCB
CB
CB
SA
SA
TH#CH2M#B01
TH#CH2M#B02
TH#CH2M#B03
TH#CH2M#B04
BR-006
BR-006A
BR-005BR-003
BR-004
BR-002
TS-060
TS-059
BR-001
TS-058A
TS-05921072108 2109 2110 2111
11071108 1109 1110 1111 1112
142 143 144 145 146
PI=
142+
57.3
1
1565
1566
1567
PT=1567+04.78
PC
=5107+
27.1
0
PT
=5108+
59.6
2
PI
= 5107+
93.3
7
5107 5108 5109 5110 5111 5112
CAUTION - CRITICAL
UNDERGROUND UTILITY
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
CAUTION - CRITICAL
UNDERGROUND UTILITYCAUTION - CRITICAL
UNDERGROUND UTILITY
N
ANTOINETTE
M-1 NON-LEGAL ALI
NB TRACK NON-LEGAL ALI
SB TRACK NON-LEGAL ALI
OFF RAMP
ON RAMP
HAZARDOUS OR
FLAMMABLE MATERIAL
M-1
EX 120’
RO
W
M-1
HAZARDOUS OR
FLAMMABLE MATERIAL
(FORD FWY)
EB I-94
(FORD FWY)
WB I-94
(FORD FWY)
EB I-94
(FORD FWY)
WB I-94
RR
R
R
R
R
R
M-1 LEGAL ALI
R
I-94 NON-LEGAL ALI
R
74.86 LT
+41.0075.05 LT
+03.61
60.10 RT
+82.30
JN 120802AS03 OF 82024
EX CONC PLANTER BOXES
(TYP 7 PLACES THIS SHEET)
MASONRY AND CONCRETE STRUCTURE, REM
TO BE REMOVED PAID FOR AS, R
PAVER, REM AND SALV
PAVER, REM AND SALV
R
R
I-75 REMOVAL DETAILS
SEE I-75 SHEET FOR
TREE GRATE, REM AND SALV
R
RR
R
R
R
R
RR
EX JOINT
+02.21
R
EX JOINT
+33.23
60.21 RT
+50.64
66.49 RT
+82.52
R
+94.1
2
EX JOINT
+96.49
EX JOINT
+33.61
EX JOINT
+52.88
R
EX JOINT
+52.77
2. SEE DRAINAGE SHEET AND NOTICE TO BIDDERS UTILITY COORDINATION (NTBUC) FOR UTILITY INFORMATION.
1. ALL EXISTING SITE AMENITIES (BIKE RACK, TRASH RECEPTACLE, BENCH) WITHIN THE M-1 ROW SHALL BE REMOVED AND SALVAGED.
NOTES:
EX JOINT
+97.61
EX JOINT
+97.68
55.30 LT
+02.21
EX JOINT
+95.99
EX JOINT
+33.76
R
EX JOINT
+49.63
A2
330
76903A M-1
REM
C02976903_SEG2_M-1_5107.DGN
REMOVAL SHEET
M-1 STA 5107+00 TO STA 5112+00
82131
LOREE
DETROIT
02/14/2014
40
12.32’
5’
FOR REFERENCE ONLY
CS:
JN:
TSC:
DATE:
FILE:
DESIGN UNIT:DESCRIPTIONAUTH
DRAWING SHEET
0
HORZ. (FT)
DESCRIPTIONAUTH
SECT 1DATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
Michigan Department of Transportation
Surface Transportation
Traverse City . Detroit
Grand Rapids . Southfield .
P
L
L
W
(NE
XT
EL)
(NEXTEL)
(NE
XT
EL)
(NE
XT
EL)
L
L
L
LL
L
L
L
L
L
L
T
U
W
W
W
EE
E
U
F
L
T
(SE
MT
OC)
9’-0" SEWER
3’-
8"x
5’-
6"
SE
WE
R
5’-
0"
SE
WER
5’-
0"
SE
WER
CB
12"
12"
12"
CBCB
SACB
CB
CB
CB
CB
CB CB
CB
CBCB
CB
CB
CB
ST
ST
P
E E
T
21072108 2109 2110 2111
11071108 1109 1110 1111 1112
142 143 144 145 146
PI=
142+
57.3
1
1565
1566
1567
PT=1567+04.78
PC
=5107+
27.1
0
PT
=5108+
59.6
2
PI
= 5107+
93.3
7
5107 5108 5109 5110 5111 5112
2’
12’
9’
11’
11’
11’
11’
11’
12’
47’
36’
47’
43’
CAUTION - CRITICAL
UNDERGROUND UTILITY
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
CAUTION - CRITICAL
UNDERGROUND UTILITYCAUTION - CRITICAL
UNDERGROUND UTILITY
N
ANTOINETTE
M-1 NON-LEGAL ALI
NB TRACK NON-LEGAL ALI
SB TRACK NON-LEGAL ALI
OFF RAMP
ON RAMP
HAZARDOUS OR
FLAMMABLE MATERIAL
M-1
EX 120’
RO
W
M-1
HAZARDOUS OR
FLAMMABLE MATERIAL
(FORD FWY)
EB I-94
(FORD FWY)
WB I-94
(FORD FWY)
EB I-94
(FORD FWY)
WB I-94
M-1 LEGAL ALI
ADJ-B/O
ADJ-B/O
ADJ-B/O
ADJ-B/O
I-94 NON-LEGAL ALI
SEE I-94 PLAN SHEETS
FOR I-94 CONSTRUCTION DETAILS
74.86 LT
+41.0075.05 LT
+03.61
60.10 RT
+82.30
47.90 RT
+87.93
CURB, CONC, DET E4, MODIFIED
CURB, CONC, DET E4, MODIFIED
BEGIN STREETSCAPE (NB)
JN 120802AS03 OF 82024
STATION Ft Ft %
FROM ALI
DRIVE OFFSET
BACK OF
WIDTH
DRIVEWAY
PROPOSED
SLOPE
DRIVEWAY
PROPOSED
Ft Ft
ENTERING EXITING
RADIUS
6 inch
Nonreinf Conc,
Driveway,
Base, 4 inch
Aggregate
6 inch
Sidewalk, Conc,
Syd Syd Sft
14 30
Modified
Det E4,
Curb, Conc,
Ft
JN 76903A TOTALS (CAT 0001) 14
FOR INFORMATION ONLY
127
M-1 STA 5111+94.12 RT 57.7 10.6 5 5 14 30 12714
BEGIN STREETSCAPE (SB)
I-94 CONSTRUCTION DETAILS
SEE I-94 SHEET FOR
REPLACEMENT
FULL STRUCTURE
REF LINE "A"
REF LINE "B"
+99.17
+94.27
5.5’
R5.5’
R
11’
+02.4
6
+78.1
0
FOR UTILITY INFORMATION.
4. SEE DRAINAGE SHEET AND NOTICE TO BIDDERS UTILITY COORDINATION (NTBUC)
OR AS DIRECTED BY ENGINEER.
3. EXISTING SITE AMENITIES SHALL BE REINSTALLED IN THIER EXISTING LOCATIONS
AT CONTRACTOR EXPENSE.
2. REPLACE ANY TREE DAMAGED OR DISTURBED BY CONSTRUCTION OPERATIONS
1. EXISTING TREES TO REMAIN AS DETAILED ON PLANS.
NOTES:
HIGH PERFORMANCE
NONREINF, 12 INCH,
CONC PAVT, MISC,
HIGH PERFORMANCE
NONREINF, 8 INCH,
CONC PAVT, MISC,
HIGH PERFORMANCE
NONREINF, 8 INCH,
CONC PAVT, MISC,
47.00 LT
+56.89
39.13 RT
+43.45
EX JOINT
+02.21
EX JOINT
+33.23
60.21 RT
+50.64
66.49 RT
+82.52
36.00 RT
+23.30
47.00 LT
+23.3047.00 LT
+43.30
36.00 RT
+51.49
CURB ISLAND
LOW PROFILE BARRIER
+29
+94.1
2
5.7
EX JOINT
+96.49
EX JOINT
+33.61
EX JOINT
+52.88
EX JOINT
+52.77
EX JOINT
+97.61
EX JOINT
+97.68
55.30 LT
+02.21
EX JOINT
+95.99
EX JOINT
+33.76
MARKERS (3)
TUBULARMARKERS (3)
TUBULAR
A2
331
76903A
76903_SEG2_M-1_5107.DGN
CONSTRUCTION SHEET
M-1 STA 5107+00 TO STA 5112+00
82131
LOREE
DETROIT
02/14/2014
40
M-1
CON
C029
12.32’
5’
FOR REFERENCE ONLY
635
630
635
630
625625
EX
GR
OU
ND P
RO
FIL
E
AT
M-1
NO
N-
LE
GA
L
ALI
PR
OP P
LA
N
GR
AD
E
AT
M-1
NO
N-
LE
GA
L
ALI
620 620
615 615
4
334
76903A
76903_SEG2_M-1_5107PROF_PGL.DGN
PROFILE SHEET
M-1 STA 5107+00 TO STA 5112+00
PGL PROFILE
82131
LOREE
DETROIT
02/14/2014
40
M-1
PRF
C029
16" (DWSD)
(DTE)
5109+
01.3
5
EL 634.3
9
+1.15%
-1.84%
L = 90’
K = 30
5110
+68.6
5
EL 631.3
1
-1.84% +0.30%
L = 115’
K = 54
L = 190’
K = 131
+51.4
9
+94.2
7
S03 OF 82024
14’-
8"
UN
DE
RC
LE
AR
AN
CE
14’-
10"
UN
DE
RC
LE
AR
AN
CE
631.9
6
632.0
1
632.1
6
632.2
6
632.0
9
631.9
8
631.9
2
631.8
2
631.8
1
631.8
7
631.9
6
632.0
4
631.9
2
632.1
2
632.3
7
632.6
5
632.9
4
633.2
2
633.5
1
633.8
0
634.0
3
634.0
5
633.8
7
633.4
9
633.0
3
632.5
7
632.1
3
631.7
9
631.5
7
631.4
6
631.4
8
631.5
5
631.6
3
631.7
0
613.1
3
611.9
2
612.6
9
612.6
8
612.6
5
612.8
9
613.0
0
613.2
4
612.7
1
627.3
8
5107 5108 5109 5110 5111 5112
CS:
JN:
TSC:
DATE:
FILE:
DESIGN UNIT:DESCRIPTIONAUTH
DRAWING SHEET
0
0
VERT. (FT)
HORZ. (FT)
DESCRIPTIONAUTHSECT 1
DATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
Michigan Department of Transportation
Surface Transportation
Traverse City . Detroit
Grand Rapids . Southfield .
FOR REFERENCE ONLY
630 630
630 630
625625
620 620
EX
GR
OU
ND P
RO
FIL
E (4
5’
LT)
EX
GR
OU
ND P
RO
FIL
E (4
5’
RT)
625 625
4
635 635
PR
OP
LT
TO
P
OF
CU
RB
PR
OP
RT
TO
P
OF
CU
RB
335
76903A
76903_SEG2_M-1_5107PROF_SIDE.DGN
PROFILE SHEET
M-1 STA 5107+00 TO STA 5112+00
SIDE PROFILE
82131
LOREE
DETROIT
02/14/2014
40
M-1
PRF
C029
(PLD)
16" (DWSD)
EX
CB
+05.0
3
EX
CB
+41.7
8
EX
CB
+63.8
1
624.45 12" N
EX INV ELEV
627.08 12" S
627.08 12" NE
EX INV ELEV
628.11 12" SE
EX INV ELEV
EX
MH
+42.4
5
622.69 12" NW
622.69 12" NW
622.69 12" NE
625.40 12" NE
625.40 12" NE
625.89 12" SW
625.89 12" SW
EX INV ELEV
EX
MH
+48.9
5
12"
12"
12"
625.40 12" SW
625.40 12" SW
627.60 12" NE
EX INV ELEV
PR
OP 4’
CB-
D
+15.1
4
1071
29
PR
OP 4’
CB-
D
+39.3
2
1072
29
PR
OP 4’
CB-
D
+99.3
6
1091
29
PR
OP 4’
CB-
D
+58.8
9
1101
29
627.13 12" S
627.13 12" NW
PROP FLOW ELEV
PR
OP 4’
CB-
D
+41.9
2
1103
29
PR
OP 4’
CB-
D
+09.9
9
1111
29
PR
OP 4’
CB-
D
+35.0
0
1112
29
626.61 12" SE
626.61 12" NW
PROP FLOW ELEV
PR
OP 4’
CB-
D
+75.0
0
1113
29
12" @ -0.48%
12" @ -0.48%
12" @ -0.88%
+0.48%
12" @+0.48%
12" @
627.50 12" NW
627.50 12" SE
PROP FLOW ELEV
627.63 12" SE
PROP FLOW ELEV
627.48 12" NW
PROP FLOW ELEV
627.25 12" S
627.25 12" SE
627.25 12" N
PROP FLOW ELEV
-0.48%
12" @
-0.68%
12" @
626.06 15" E
626.31 12" NW
626.31 12" SE
PROP FLOW ELEV
+0.48%
12" @
2508
31
PR
OP 4’
MH-
CA
SE 4
+
SEE MISC DETAILS
626.88 12" SE
626.88 12" NW
628.20 8" NE
PROP FLOW ELEV
(PLD)
(PLD)
(PLD)
(DTE)
APPROX TOP OF DUCT
EX
CB
+26.1
3
EX
CB
+55.7
1
EX
CB
+81.6
4
EX
CB
+10.3
2
626.15 12" NW
626.15 12" SW
EX INV ELEV
626.15 12" SE
EX INV ELEV
626.80 12" S
EX INV ELEV
EX
MH
+54.8
1
12"
12"
12"
625.74 12" SE
625.74 12" SW
625.74 12" NE
EX INV ELEV
PR
OP 4’
CB-
D
+47.4
2
1073
29
PR
OP 4’
CB-
D
+18.0
3
1074
29
PR
OP 4’
MH-
B
+55.0
0
1100
31
PR
OP 4’
CB-
D
+06.0
0
1102
29
PR
OP 4’
MH-
B
+64.1
6
1110
31
PR
OP 4’
CB-
D
+10.0
0
1114
29
PR
OP 4’
CB-
D
+64.1
6
1115
29
12" @ +0.48%
12" @ -0.48%
12" @ -0.48%
12" @ +0.48%
15" @ 0.36%
+0.48%
12" @
627.49 12" NW
627.49 12" SE
PROP FLOW ELEV
627.64 12" SE
PROP FLOW ELEV
626.87 12" NW
PROP FLOW ELEV
624.24 24" NW
624.74 18" NE
625.77 15" W
PROP FLOW ELEV
24" @ -0.17%
625.74 12" E (EXIST)
625.74 12" N
626.64 12" S
PROP FLOW ELEV
625.22 15" N
625.47 12" S
628.39 8" SW
PROP FLOW ELEV
624.85 18" W
625.10 15" S
626.25 12" N
PROP FLOW ELEV
627.4 12" NW
EX INV ELEV
5107 5108 5109 5110 5111 5112
CS:
JN:
TSC:
DATE:
FILE:
DESIGN UNIT:DESCRIPTIONAUTH
DRAWING SHEET
0
0
VERT. (FT)
HORZ. (FT)
DESCRIPTIONAUTHSECT 1
DATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
Michigan Department of Transportation
Surface Transportation
Traverse City . Detroit
Grand Rapids . Southfield .
FOR REFERENCE ONLY
9’
10’
10’
11’
10’
11’
10’
10’
(MCI)
(NEXTEL)
(LE
VE
L3)
(LE
VE
L3)
L
L L
LL
L
L L
L
L
L
W
E
E
U
U
F
FL
APPARENT TROLLEY TRACKS (BURIED)
APPARENT TROLLEY TRACKS (BURIED)
T
L
L
12"
9’-0" SEWER
SA
12"
36"
CB
CB
CB
SA
SA12"
T.H.#CH2M#8
TH#CH2M#31
TH#ROWE08
TH#ROWE31
TS-061
TS-061A
TS-064
21122113
21142115
2116
2117
11121113
1114 1115
1116
147 148
149 150
151
PI=150+19.09
PC
=5114+
96.9
8
PI
= 5115+
63.7
6
PT
=5116+
30.5
2
5112 5113
5114 5115 5116
5117
CS:
JN:
TSC:
DATE:
FILE:
DESIGN UNIT:DESCRIPTIONAUTH
DRAWING SHEET
0
HORZ. (FT)
DESCRIPTIONAUTH
SECT 1DATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
Michigan Department of Transportation
Surface Transportation
Traverse City . Detroit
Grand Rapids . Southfield .
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
CAUTION - CRITICAL
UNDERGROUND UTILITY
N
HARPER
M-1 LEGAL ALI
M-1 NON-LEGAL ALI
NB TRACK NON-LEGAL ALI
SB TRACK NON-LEGAL ALI
HAZARDOUS OR
FLAMMABLE MATERIAL
CAUTION - CRITICAL
UNDERGROUND UTILITY
HAZARDOUS OR
FLAMMABLE MATERIAL
M-1
EX 120’
RO
W
HAZARDOUS OR
FLAMMABLE MATERIAL
EX 120’
RO
W
M-1
EX 80’ ROW
BURROUGHS
EX 50’ ROW
R
R
R
R
R
R
R
R
R
60.38 LT
+00.19
57.34 RT
+13.59
+40.8
7
+28.1
0
+32.6
3
+88.1
1
PAVER, REM AND SALV
EX CONC PLANTER BOXES
(TYP 4 PLACES THIS SHEET)
MASONRY AND CONCRETE STRUCTURE, REM
TO BE REMOVED PAID FOR AS, R
PAVER, REM AND SALV
PAVER, REM AND SALV
R
R
R
EX JOINT
+19.90
EX JOINT
+63.17
EX JOINT
+91.75
62.06 RT
+12.4963.13 RT
+66.98
24.2
7
RT
+14.0
6
EX JOINT
+51.36
EX JOINT
+80.56
R
R
EX JOINT
+30.15
FOR UTILITY INFORMATION.
2. SEE DRAINAGE SHEET AND NOTICE TO BIDDERS UTILITY COORDINATION (NTBUC)
1. ALL EXISTING SITE AMENITIES (BIKE RACK, TRASH RECEPTACLE, BENCH) WITHIN THE M-1 ROW SHALL BE REMOVED AND SALVAGED.
NOTES:
EX JOINT
+92.30
EX JOINT
+30.19
R
EX JOINT
+63.18EX JOINT
+19.62
EX JOINT
+99.50
EX JOINT
+50.20
EX JOINT
+50.19
R
A1
336
76903A M-1
REM
C03076903_SEG2_M-1_5112.DGN
REMOVAL SHEET
M-1 STA 5112+00 TO STA 5117+00
82131
LOREE
DETROIT
02/14/2014
40
FOR REFERENCE ONLY
P
L
L
L
L
F
(MCI)
(NEXTEL)
(LE
VE
L3)
(LE
VE
L3)
L
L L
LL
L
L L
L
L
L
W
E
E
U
U
F
L
T
12"
9’-0" SEWER
SA
CBCB
CB
CB
CB
CB
CB
CB
CBCBCB
CB
CB CBCB
CB
ST
ST
ST
T
P
E
21122113
21142115
2116
2117
11121113
1114 1115
1116
147 148
149 150
151
PI=150+19.09
PC
=5114+
96.9
8
PI
= 5115+
63.7
6
PT
=5116+
30.5
2
5112 5113
5114 5115 5116
5117
2’
9’
12’
11’
11’
11’
11’
11’
12’
47’
43’
47’
43’
CS:
JN:
TSC:
DATE:
FILE:
DESIGN UNIT:DESCRIPTIONAUTH
DRAWING SHEET
0
HORZ. (FT)
DESCRIPTIONAUTH
SECT 1DATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
Michigan Department of Transportation
Surface Transportation
Traverse City . Detroit
Grand Rapids . Southfield .
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
CAUTION - CRITICAL
UNDERGROUND UTILITY
N
HARPER
M-1 LEGAL ALI
M-1 NON-LEGAL ALI
NB TRACK NON-LEGAL ALI
SB TRACK NON-LEGAL ALI
HAZARDOUS OR
FLAMMABLE MATERIAL
CAUTION - CRITICAL
UNDERGROUND UTILITY
HAZARDOUS OR
FLAMMABLE MATERIAL
M-1
EX 120’
RO
W
HAZARDOUS OR
FLAMMABLE MATERIAL
EX 120’
RO
W
M-1
EX 80’ ROW
BURROUGHS
EX 50’ ROW
ADJ-B/O
ADJ-B/O
ADJ-B/O
ADJ-B/O
+00
54.93 LT
+29.57
54.99 LT
+52.17
60.38 LT
+00.19
57.23 RT
+66.8157.34 RT
+13.59
50.96 RT
+41.80
50.84 RT
+14.42
50.66 RT
+45.07
50.62 RT
+20.13
50.74 RT
+96.74
50.82 RT
+79.33
47.87 RT
+00.38
CURB, CONC, DET E4, MODIFIED
CURB, CONC, DET E4, MODIFIED
+40.8
7
+28.1
0
+32.6
3
+88.1
1
STATION Ft Ft
FROM ALI
DRIVE OFFSET
BACK OF
WIDTH
DRIVEWAY
PROPOSED
JN 76903A TOTALS (CAT 0001)
FOR INFORMATION ONLY
%
SLOPE
DRIVEWAY
PROPOSED
Ft
ENTERING
RADIUS
Ft
EXITING 6 inch
Nonreinf Conc,
Driveway,
Syd
Modified
Det E4,
Curb, Conc,
Ft
Base, 4 inch
Aggregate
Syd
6 inch
Sidewalk, Conc,
Sft
52181 87 156
32
9
27
19
22
20
20
19
5
5
5
5
10
5
5
5
25.6
21.3
23.6
16.7
57.9
55.0
57.7
57.7
M-1 STA 5114+28.10 RT
M-1 STA 5113+40.87 LT
M-1 STA 5113+32.63 RT
M-1 STA 5112+88.11 RT
+85.1
2
FOR UTILITY INFORMATION.
TO BIDDERS UTILITY COORDINATION (NTBUC)
1. SEE DRAINAGE SHEET AND NOTICE
HIGH PERFORMANCE
NONREINF, 12 INCH,
CONC PAVT, MISC,
HIGH PERFORMANCE
NONREINF, 8 INCH,
CONC PAVT, MISC,
HIGH PERFORMANCE
NONREINF, 8 INCH,
CONC PAVT, MISC,HIGH PERFORMANCE
NONREINF, 8 INCH,
CONC PAVT, MISC,
EX JOINT
+19.90
EX JOINT
+63.17
EX JOINT
+91.75
62.06 RT
+12.4963.13 RT
+66.98
24.2
7
RT
+14.0
6
EX JOINT
+51.36
EX JOINT
+80.56
4.2
6.0
4.8
5.8
EX JOINT
+30.15
EX JOINT
+92.30
EX JOINT
+30.19
EX JOINT
+63.18EX JOINT
+19.62
EX JOINT
+99.50
EX JOINT
+50.20
EX JOINT
+50.19
56
22
43
35
192
89
123
117
A1
337
76903A
76903_SEG2_M-1_5112.DGN
CONSTRUCTION SHEET
M-1 STA 5112+00 TO STA 5117+00
82131
LOREE
DETROIT
02/14/2014
40
M-1
CON
C030
FOR REFERENCE ONLY
630
635
630
635
625625
615615
EX
GR
OU
ND P
RO
FIL
E
AT
M-1
NO
N-
LE
GA
L
ALI
PR
OP P
LA
N
GR
AD
E
AT
M-1
NO
N-
LE
GA
L
ALI
620 620
4
340
76903A
76903_SEG2_M-1_5112PROF_PGL.DGN
PROFILE SHEET
M-1 STA 5112+00 TO STA 5117+00
PGL PROFILE
82131
LOREE
DETROIT
02/14/2014
40
M-1
PRF
C030
(DTE)
(UNKNOWN)
5114+
89.5
9
EL 632.5
7
+0.30%-0.30%
L = 150’
K = 251
631.9
6
632.0
4
632.0
8
632.1
5
632.1
8
632.2
5
632.3
6
632.4
3
632.4
8
632.5
6
632.5
9
632.6
3
632.6
2
632.5
8
632.4
9
632.4
2
632.3
7
632.3
1
632.2
3
632.1
4
632.0
7
631.9
4
631.6
3
631.7
0
631.7
8
631.8
5
631.9
3
632.0
0
632.0
8
632.1
5
632.2
3
632.3
0
632.3
7
632.4
3
632.4
5
632.4
6
632.4
3
632.3
9
632.3
2
632.2
4
632.1
7
632.0
9
632.0
2
631.9
5
5112 5113 5114 5115 5116 5117
CS:
JN:
TSC:
DATE:
FILE:
DESIGN UNIT:DESCRIPTIONAUTH
DRAWING SHEET
0
0
VERT. (FT)
HORZ. (FT)
DESCRIPTIONAUTHSECT 1
DATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
Michigan Department of Transportation
Surface Transportation
Traverse City . Detroit
Grand Rapids . Southfield .
FOR REFERENCE ONLY
630 630
620620
EX
GR
OU
ND P
RO
FIL
E (4
5’
LT)
EX
GR
OU
ND P
RO
FIL
E (4
5’
RT)
630630
625 625
625 625
4
635635
PR
OP
LT
TO
P
OF
CU
RB
PR
OP
RT
TO
P
OF
CU
RB
341
76903A
76903_SEG2_M-1_5112PROF_SIDE.DGN
PROFILE SHEET
M-1 STA 5112+00 TO STA 5117+00
SIDE PROFILE
82131
LOREE
DETROIT
02/14/2014
40
M-1
PRF
C030
UNKNOWN (WSU)APPROX TOP OF DUCT
EX
CB
+01.5
0
EX
CB
+85.2
5
628.53 12" NE
EX INV ELEV
627.50 12" NE
EX INV ELEV
PR
OP 4’
CB-
D
+40.1
4
1121
29
626.62 12" SE
PROP FLOW ELEV
PR
OP 4’
CB-
D
+00.1
4
1131
29
625.78 12" NW
625.78 12" NE
PROP FLOW ELEV
PR
OP 4’
CB-
D
+58.6
1
1132
29
626.06 12" SE
PROP FLOW ELEV
PR
OP 4’
CB-
D
+00.1
4
1141
29
626.98 12" NW
PROP FLOW ELEV
PR
OP 4’
CB-
D
+40.1
4
1142
29
626.79 12" SE
626.79 12" NE
PROP FLOW ELEV
PR
OP 4’
CB-
D
+40.1
4
1151
29
627.45 12" NW
PROP FLOW ELEV
PR
OP 4’
CB-
D
+95.1
4
1152
29
627.19 12" NW
627.19 12" SE
627.19 12" NE
PROP FLOW ELEV
PR
OP 4’
CB-
D
+84.7
1
1161
29
12" @ +0.48%12" @ -0.48%
12" @ -0.48%12" @ +0.48%
12" @ +0.48%
627.62 12" SE
PROP FLOW ELEV
(DTE)
APPROX TOP OF DUCT
EX
CB
+06.0
1
628.04 12" SW
EX INV ELEV
EX
MH
+64.4
4
EX
MH
+70.1
2
PR
OP 4’
CB-
D
+06.7
1
1122
29
PR
OP 4’
MH-
B
+04.2
7
1130
31
PR
OP 4’
CB-
D
+02.9
2
1133
29
PR
OP 4’
CB-
D
+51.3
8
1134
29
PR
OP 5’
MH-
B
+64.5
6
1140
31
PR
OP 4’
CB-
D
+48.2
4
1143
29
PR
OP 4’
MH-
B
+95.1
4
1150
31
PR
OP 4’
CB-
D
+40.1
4
1153
29
PR
OP 4’
CB-
D
+95.1
4
1154
29
PR
OP 4’
CB-
D
+50.1
4
1162
29
12" @ +0.48%12" @ -0.48%
12" @ +0.48%
24" @ -0.17%18" @ +0.28%
24" @ -0.30%
626.45 12" SE
PROP FLOW ELEV
625.74 12" NW
625.74 12" SW
PROP FLOW ELEV625.97 12" SE
PROP FLOW ELEV
623.02 30" NE
623.52 24" SE
624.02 18" NW
626.52 12" SW
PROP FLOW ELEV
627.33 12" NW
PROP FLOW ELEV
624.39 18" SE
626.89 12" NE
626.89 12" SW
PROP FLOW ELEV
627.07 12" NW
627.07 12" SE
627.07 12" SW
PROP FLOW ELEV
627.33 12" SE
PROP FLOW ELEV
627.14 12" W
PROP FLOW ELEV
626.88 36" SW
EX INV ELEV
597.15 108" S
597.15 108" N
618.10 36" NE
621.40 12" NE
EX INV ELEV
2521
31
PR
OP 4’
MH-
CA
SE 4
+64.6
6
-0.48%
12" @
623.00 30" W
627.00 12" E
PROP FLOW ELEV
624.00 24" N
624.00 24" S
625.00 12" NE
625.00 12" SW
PROP FLOW ELEV
5112 5113 5114 5115 5116 5117
CS:
JN:
TSC:
DATE:
FILE:
DESIGN UNIT:DESCRIPTIONAUTH
DRAWING SHEET
0
0
VERT. (FT)
HORZ. (FT)
DESCRIPTIONAUTHSECT 1
DATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
Michigan Department of Transportation
Surface Transportation
Traverse City . Detroit
Grand Rapids . Southfield .
FOR REFERENCE ONLY
10’
10’
10’
10’
10’
10’
10’
L
APPARENT TROLLEY TRACKS (BURIED)
APPARENT TROLLEY TRACKS (BURIED)
(AT
&T)
4"
DE
AD (D
TE-
MIC
HC
ON)
LL
L
L
L
L
L
L
L
L
L
L
LL
LL
TT
T T
W
W
W
W
WE
EE
E
E
E E
E
E
U
F
F
F
E
W
STEAM
L
L
3’-
0"x
4’-
0"
SE
WE
R
15"x
20"
SE
WE
R
20"
SE
WE
R
9’-0" SEWER
30"
12"
18"
12"
12"
12"
21"x
28"
SA
12"
12"
12"
12"
12"
SA
SA
SA
CB
CB
ST
CB
CB
CB
CBCB
CB
12"
15"SA
SA
SA
TH#ROWE08 TS-062
TS-063
TS-064
21172118 2119 2120 2121
2122
1117
1118
1119 1120 11211122
152 153 154 155
156
PI=155+18.90
PO
T Sta 5117+
21.0
3
PO
T2=
5117+
21.0
3
PC
=5119+
36.1
2
PI
= 5120
+37.8
7
PT
=5121
+39.6
2
5117
5118 5119 5120 5121
CS:
JN:
TSC:
DATE:
FILE:
DESIGN UNIT:DESCRIPTIONAUTH
DRAWING SHEET
0
HORZ. (FT)
DESCRIPTIONAUTH
SECT 1DATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
Michigan Department of Transportation
Surface Transportation
Traverse City . Detroit
Grand Rapids . Southfield .
N
BURROUGHS
PIQUETTE
AMSTERDAM
M-1 LEGAL ALI
M-1 NON-LEGAL ALI
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
EX
RO
W
VA
RIE
S
M-1
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL CAUTION - CRITICAL
UNDERGROUND UTILITY
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
CAUTION - CRITICAL
UNDERGROUND UTILITY
CAUTION - CRITICAL
UNDERGROUND UTILITY
EX 120’
RO
W
M-1
EX 50’ ROW
EX 50’ ROW
EX 80’ ROW
RR
R
R
R
R
R
R
R
HAZARDOUS OR
FLAMMABLE MATERIAL
NB TRACK NON-LEGAL ALI
68.29 LT
+33.3068.88 LT
+75.45
70.36 LT
+43.03
53.17 RT
+14.68
54.01 RT
+65.24
46.38 RT
+36.09
46.32 RT
+20.45
+09.3
4
+28.2
7
EXISTING VAULT
PAVER, REM AND SALV
PAVER, REM AND SALV
PAVER, REM AND SALV
PAVER, REM AND SALV
STOP 9C
SB TRACK NON-LEGAL ALIR
R
R
R
R
75.93 LT
+43.10
EX JOINT
+32.13EX JOINT
+63.23EX JOINT
+36.31
EX JOINT
+16.35
EX JOINT
+81.74
EX JOINT
+90.66
EX JOINT
+21.45
EX JOINT
+23.81
R
EX JOINT
+32.79
R
+91.4
8
EX JOINT
+41.95
EX JOINT
+50.24
FOR UTILITY INFORMATION.
2. SEE DRAINAGE SHEET AND NOTICE TO BIDDERS UTILITY COORDINATION (NTBUC)
1. ALL EXISTING SITE AMENITIES (BIKE RACK, TRASH RECEPTACLE, BENCH) WITHIN THE M-1 ROW SHALL BE REMOVED AND SALVAGED.
NOTES:
EX JOINT
+83.05EX JOINT
+35.58
EX JOINT
+35.13
EX JOINT
+30.11
EX JOINT
+30.06
EX JOINT
+22.00
EX JOINT
+50.24
EX JOINT
+56.28
EX JOINT
+90.71
EX JOINT
+36.18EX JOINT
+16.52
EX JOINT
+63.27
EX JOINT
+94.87
EX JOINT
+22.06
RR
EX JOINT
+41.22
EX JOINT
+32.29
EX JOINT
+83.68
EX JOINT
+76.03
A2
342
76903A M-1
REM
C03176903_SEG2_M-1_5117.DGN
REMOVAL SHEET
M-1 STA 5117+00 TO STA 5122+00
82131
LOREE
DETROIT
02/14/2014
40
12.33’
5’
FOR REFERENCE ONLY
P
L
L
P
P
L
L
L
L
F
F
L
(AT
&T)
4"
DE
AD (D
TE-
MIC
HC
ON)
LL
L
L
L
L
L
L
L
L
L
L
LL
LL
TT
T T
W
W
W
W
WE
EE
E
E
E E
E
E
U
F
E
W
STEAM
3’-
0"x
4’-
0"
SE
WE
R
15"x
20"
SE
WE
R
20"
SE
WE
R
9’-0" SEWER
30"
18"
21"x
28"
SA
12"
12"
CB
CB
SA
SA
CB
CB CB
CB CB
CBCB
CBCB
CBCB CB
CB
CB
CB
CB
CBCB
CB
STST
ST
ST
E
DC
P
P
PC
EE
EE
E
21172118 2119 2120 2121
2122
1117
1118
1119 1120 11211122
152 153 154 155
156
PI=155+18.90
PO
T Sta 5117+
21.0
3
PO
T2=
5117+
21.0
3
PC
=5119+
36.1
2
PI
= 5120
+37.8
7
PT
=5121
+39.6
2
5117
5118 5119 5120 5121
2’
2’
12’
12’
12’
14’
12’
12’
12’
51’
39’
CS:
JN:
TSC:
DATE:
FILE:
DESIGN UNIT:DESCRIPTIONAUTH
DRAWING SHEET
0
HORZ. (FT)
DESCRIPTIONAUTH
SECT 1DATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
Michigan Department of Transportation
Surface Transportation
Traverse City . Detroit
Grand Rapids . Southfield .
N
BURROUGHS
PIQUETTE
AMSTERDAM
M-1 LEGAL ALI
M-1 NON-LEGAL ALI
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
EX
RO
W
VA
RIE
S
M-1
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL CAUTION - CRITICAL
UNDERGROUND UTILITY
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
HAZARDOUS OR
FLAMMABLE MATERIAL
CAUTION - CRITICAL
UNDERGROUND UTILITY
CAUTION - CRITICAL
UNDERGROUND UTILITY
EX 120’
RO
W
M-1
EX 50’ ROW
EX 50’ ROW
EX 80’ ROW
ADJ-B/O
ADJ-B/O
ADJ-B/O
ADJ-B/O
ADJ-B/O
HAZARDOUS OR
FLAMMABLE MATERIAL
NB TRACK NON-LEGAL ALI
68.29 LT
+33.30
56.13 LT
+94.30
68.88 LT
+75.45
70.36 LT
+43.03
43.86 RT
+80.75
53.17 RT
+14.68
54.01 RT
+65.24
46.38 RT
+36.09
46.32 RT
+20.45
ADJ-B/O
CURB, CONC, DET E4, MODIFIED
CURB, CONC, DET E4, MODIFIED+
09.3
4
+28.2
7
EXISTING VAULT
STATION Ft Ft
FROM ALI
DRIVE OFFSET
BACK OF
WIDTH
DRIVEWAY
PROPOSED
JN 76903A TOTALS (CAT 0001)
FOR INFORMATION ONLY
%
SLOPE
DRIVEWAY
PROPOSED
Ft
ENTERING
RADIUS
Ft
EXITING 6 inch
Nonreinf Conc,
Driveway,
Syd
Modified
Det E4,
Curb, Conc,
Ft
Base, 4 inch
Aggregate
Syd
6 inch
Sidewalk, Conc,
Sft
30551 27 68
8
12
7
13
14
24
5
5
10
5
5
10
19.9
28.9
14.3
46.9
59.2
46.4
M-1 STA 5121+91.48 RT
M-1 STA 5119+09.34 LT
M-1 STA 5118+28.27 RT
ADJ-B/O
FOR UTILITY INFORMATION.
TO BIDDERS UTILITY COORDINATION (NTBUC)
1. SEE DRAINAGE SHEET AND NOTICE
STOP 9C
SB TRACK NON-LEGAL ALI
ADJ-B/O
6’R
75.93 LT
+43.10
EX JOINT
+32.13EX JOINT
+63.23EX JOINT
+36.31
EX JOINT
+16.35
EX JOINT
+81.74
EX JOINT
+90.66
EX JOINT
+21.45
55.97 LT
+24.49
EX JOINT
+23.81
EX JOINT
+32.79
4.6
6.1
8.4
+91.4
8
+63.0
8
+07.09
+63.3
6
+61.5
5
+49.1
3
+25.0
0+
25.0
0
+17.7
1
+77.3
6
+73.9
8
+83.9
2
39’
39’
12’
39’
12’
39’
EX JOINT
+41.95
EX JOINT
+50.24
EX JOINT
+83.05EX JOINT
+35.58
EX JOINT
+35.13
ADJ-B/OEX JOINT
+30.11
EX JOINT
+30.06
EX JOINT
+22.00
EX JOINT
+50.24
EX JOINT
+56.28
EX JOINT
+90.71
EX JOINT
+36.18EX JOINT
+16.52
EX JOINT
+63.27
EX JOINT
+94.87
EX JOINT
+22.06
MARKERS (3)
TUBULAR
4.7’R
EX JOINT
+41.22
EX JOINT
+32.29
ADJ
ADJ
MARKERS (3)
TUBULAR
24
24
20
123
92
90
EX JOINT
+83.68
EX JOINT
+76.03
A2
343
76903A
76903_SEG2_M-1_5117.DGN
CONSTRUCTION SHEET
M-1 STA 5117+00 TO STA 5122+00
82131
LOREE
DETROIT
02/14/2014
40
M-1
CON
C031
12.33’
5’
FOR REFERENCE ONLY
