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H
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1 2 3 4 5 6 7 8
REPAIR FISHER STREET
PROJECT SITE
INDEX OF DRAWINGS
KEESLER AFB, MSN
1 TITLE SHEET
2
KEESLER AFB, MISSISSIPPIDECEMBER 2019
NOT TO SCALE
LOCATION PLAN, REPAIR FISHER STREET
MILLING AND PAVING
INTERSTATE 10
U.S
. HW
Y 49
U.S. HWY 90
I-110
HARRISON COUNTY, MS
PROJECT SITE
N
VICINITY MAP
3 PAVEMENT MARKINGS OVERVIEW
REPAIR FISHER STREET
4
CONSTRUCTION GATE
PAVEMENT MARKINGS DETAIL
MAHG12-1015C
S
E
C
U
R
I
T
Y
1
R
A
M
P
1
H ST
TH
IR
D S
T
SE
CO
ND
S
T
FIR
ST
S
T
H ST
0701
0824
0901
0904
0222
0823
0902
02230412
0420
0414
0916
0905
0825
0703
0903
FIS
HE
R S
T
FISHER ST
FISHER ST
0412
580'
450'
140'
41'4'
1 2 3 4 5 6 7 8
H
G
F
E
D
C
B
A
H
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F
E
D
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B
A
1 2 3 4 5 6 7 8
REPAIR FISHER STREET
1. COORDINATE WITH VECTRUS AND SECURITY FORCES TO SCHEDULE CLOSURE OF FISHER STREETFROM THE INTERSECTION AT H STREET TO THE INTERSECTION AT THIRD STREET AND THE ENTIREFISHER HOUSE PARKING LOT.
2. MILL 2 INCHES OF APPROXIMATELY 7100 SY OF EXISTING ASPHALT PAVEMENT ALONG CLOSEDAREA OF FISHER STREET AND APPROXIMATELY 3070 SY OF 2 INCHES OF ASPHALT PAVEMENT ATFISHER HOUSE PARKING LOT.
3. REMOVE ASPHALT AT NINE 6 FT. BY 6 FT. SELECTED AREAS AND ONE 80 FT. BY 4 FT. AREA ALONGFISHER STREET AND EXPOSE DAMAGED SUBBASE. REPAIR SUBBASE WITH 34 IN. CRUSHEDLIMESTONE AND COMPACT TO 98% COMPACTION. LAY ONE 2 INCH LIFT AT PATCHED AREAS.
4. SUPPLY AND INSTALL TEMPORARY TRAFFIC BARRIERS AND DETOUR SIGNS TO REDIRECT TRAFFIC.
5. APPLY LAYER OF TACK COAT BEFORE ASPHALT LIFT INSTALLATION FOR PROPER BONDING BETWEENMILLED AREAS AND NEW ASPHALT.
6. LAY APPROXIMATELY 10,170 SY OF ONE 2 INCH LIFT OF HOT MIX ASPHALT WEARING COURSE ATOPOF MILLED AND PATCHED AREAS AT ROAD AND PARKING LOT. COMPACT LIFT SMOOTH ANDMATCH GRADES OF EXISTING ROADWAY.INSTALL TEMPORARY LANE MARKINGS.
7. REGRADE EDGE OF PARKING LOT FOR POSITIVE RUNOFF TOWARDS NEAREST CURB INLET.
8. ALLOW ASPHALT TO CURE FOR 21 DAYS BEFORE APPLYING PAVEMENT MARKINGS.
CONSTRUCTION NOTES
scale
MILL 2 IN. THICK LAYER OF EXISTING ASPHALT PAVEMENT AT FISHER
STREET AND LAY 2 IN. THICK LAYER OF HOT MIX ASPHALT ON TOP OF
MILLED AREA.
REGRADE PARKING LOT FOR
POSITIVE RUNOFF DRAINAGE TOWARDS
NEAREST CURB INLET
2010'
450'
scale
26'
26'
FISHER STREET
FISHER HOUSE
PARKING LOT
1. CONTRACTOR MUST VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK.
2. CONTRACTOR MUST VERIFY ALL FIELD DIMENSIONS.
GENERAL NOTES
MILL EXTENTS
6 FT. X 6 FT. AREA
OF ASPHALT TO BE
PATCHED
EDGE OF PARKING LOT
MILL EXTENTS
CURB INLET
6 FT. X 6 FT. AREA
OF ASPHALT TO BE
PATCHED
6 FT. X 6 FT. AREA
OF ASPHALT TO BE
PATCHED
80 FT. X 4 FT. SECTION OF ASPHALT
TO BE PATCHED
REGRADE PARKING LOT FOR
POSITIVE RUNOFF DRAINAGE TOWARDS
NEAREST CURB INLET
41'
S
E
C
U
R
I
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Y
1
R
A
M
P
1
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RO
S
T
TH
IR
D S
T
H STT
HIR
D S
T
SE
CO
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S
T
FIR
ST
S
T
H ST
LA
RC
HE
R B
LV
D
0701
0824
0308
0901
0904
0222
0823
0902
0470
02230412
0420
0414
0408
0417
0229
0916
0621
0236
0905
0825
0703
0416
0255
0903
LA
RC
HE
R B
LV
D
FIS
HE
R S
T
FISHER ST
FISHER ST
0412
1 2 3 4 5 6 7 8
H
G
F
E
D
C
B
A
H
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F
E
D
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B
A
1 2 3 4 5 6 7 8
REPAIR FISHER STREET
1. APPLY PAVEMENT MARKINGS USING WHITE OR YELLOW THERMOPLASTIC PAINT AS STATED WITHINDRAWINGS. SEE SHEET C3 FOR FURTHER PAVEMENT MARKING DETAIL. DURING INSTALLATION,FOLLOW ALL MANUFACTURER APPLICATION GUIDELINES.
2. ADD TWO ROAD CROSSINGS ALONG THE EASTERN AND WESTERN SIDES OF THE INTERSECTION OFTHIRD STREET AND FISHER STREET.
3. ALL PAVEMENT MARKINGS MUST ADHERE TO MISSISSIPPI DEPARTMENT OF TRANSPORTATION(MDOT) REQUIREMENTS.
CONSTRUCTION NOTES
scale
REMARK EXISTING ROADWAY CENTERLINE AND STOP BARS AFTER 21
DAY CURE TIME AFTER LAYING HOT MIX ASPHALT
REMARK EXISTING PARKING LOTS AND CROSSWALK AT
FISHER HOUSE PARKING LOT AFTER 21 DAY CURE TIME
AFTER LAYING HOT MIX ASPHALT
scale
FISHER STREET
FISHER HOUSE
PARKING LOT
HANDICAP PARKING SIGN
SEE DETAIL 6/3.0
NON-PARKING SPACE
SEE DETAIL 5/3.0
STOP BAR
SEE DETAIL 1/3.0
STOP BAR
SEE DETAIL 1/3.0
ROADWAY CENTERLINE
SEE DETAIL 3/3.0
STOP BAR
SEE DETAIL 2/3.0
STOP BAR
SEE DETAIL 2/3.0
PARKING SPACE
SEE DETAIL 4/3.0
CROSSWALK
SEE DETAIL 7/3.0
STOP BAR
SEE DETAIL 2/3.0
ROAD CROSSING
SEE DETAIL 8/3.0
ROAD CROSSING
SEE DETAIL 8/3.0
30'
12'
12'
12'
20'
450'
450'
1 2 3 4 5 6 7 8
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REPAIR FISHER STREET
scale scale scale
scale scale scale
12 FT. LONG X 1 FT. WIDE
WHITE STOP BAR
30 FT. LONG X 6 IN.
WIDE YELLOW BAR
12 FT. LONG X 1 FT. WIDE
WHITE STOP BAR
12 FT. LONG X 6 IN. WIDE YELLOW
STRIPE SPACED 20 FT. APART
9'
18'
17 FT. LONG X 9 FT. WIDE PARKING SPACES.
OUTLINE IN 4 IN. THICK WHITE PAINT
9'
18'
9'
18'
9'
18'
9'
18'
9'
18'
9'
9'
18'
9'
18'
9'
18'
2'
4'-1"
4'-1"
4'-1"
3'-8"
17 FT. LONG X 9 FT. WIDE
DESIGNATED NON-PARKING AREA.
REMARK WITH 4 IN. WIDE WHITE
PAINT.
REMARK 2 FT. TALL BY 1.5 FT. WIDE
HANDICAP PAVEMENT MARKINGS
AT DESIGNATED HANDICAP
PARKING SPOTS (4 TOTAL). USE 4
IN. THICK WHITE PAINT.
scale
17'
55'
7'
72 FT. LONG BY 7 FT. WIDE CROSSWALK. PAINT WHITE.
OUTER BARS ARE 1 FT. THICK. INNER CROSSWALK BARS
ARE 2 FT. THICK BY 5 FT. WIDE SPACED EVERY 2 FEET.
scale
ROAD CROSSING BARS 6 FT. LONG BY 2
FT. WIDE PAINTED WHITE SPACED EVERY
2 FEET. PAINT ACROSS WESTERN AND
EASTERN SIDES OF THE INTERSECTION
OF THIRD STREET AND FISHER.
42'-6"
34'-6"
ALIGN ROAD CROSSING WITH ENDS
OF SIDEWALK
ASSUME 4 FOOT GAP BETWEEN
ROAD CROSSING AND STOP BARS.
S
E
C
U
R
I
T
Y
1
R
A
M
P
1
H ST
TH
IR
D S
T
SE
CO
ND
S
T
FIR
ST
S
T
H ST
0701
0824
0901
0904
0222
0823
0902
02230412
0420
0414
0916
0905
0825
0703
0903
FIS
HE
R S
T
FISHER ST
FISHER ST
1 2 3 4 5 6 7 8
H
G
F
E
D
C
B
A
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8
REPAIR FISHER STREET
1. COORDINATE WITH VECTRUS AND SECURITY FORCES TO SCHEDULE CLOSURE OF FISHER STREETFROM THE INTERSECTION AT MEADOWS DRIVE TO THE INTERSECTION AT THIRD STREET AND THEENTIRE FISHER HOUSE PARKING LOT.
2. ROAD CLOSURES TO MILL/PAVE FISHER STREET SHALL BE COMPLETED WITHIN THREE PHASES:2.1. PHASE ONE: FISHER STREET FROM INTERSECTION AT THIRD STREET TO INTERSECTION AT FIRST
STREET2.2. PHASE TWO: NORTHERN HALF OF FISHER STREET FROM INTERSECTION AT FIRST STREET TO
INTERSECTION AT H STREET2.3. PHASE THREE: SOUTHERN HALF OF FISHER STREET FROM INTERSECTION AT FIRST STREET TO
INTERSECTION AT H STREET
3. EACH PHASE MUST BE MILLED/PAVED AND SECTION OF ROAD OPENED BEFORE PROCEEDING TONEXT PHASE.
4. CONTRACTOR MUST SUPPLY DETOUR SIGNS AND BARRICADES FOR ROAD CLOSURES.
GENERAL NOTES
scale
FISHER HOUSE PARKING LOT
PHASE ONE
MAP LEGEND
PHASE ONE
PHASE TWO
PHASE THREE
N
PHASE ONE
PHASE TWO
PHASE THREE
DETOURD
D
D
D D
D
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