BID_S-17-25_PLANS_-_ADDENDUM_ONE_REVISED.pdf
PDF 10 MB Posted
- Attached to
- 2025 City Overlay #1
- Solicitation number
- S-17-25
- Issued by
- Natrona County, Wyoming
About this file
These construction plans are for the 2025 City Overlay #1 project (Bid No. S-17-25) for the City of Cheyenne, Wyoming, funded by a 1% sales tax. The project involves road infrastructure improvements on multiple streets, including Cheshire Drive and Foxcroft Road, with a total project length of approximately 2.92 miles. The plans detail comprehensive street resurfacing, including asphalt patching, concrete removal and replacement, curb and gutter work, and installation of detectable warning plates. The project will follow the 2022 City of Cheyenne and BOPU Construction Specifications and Standard Drawings, with specific details for road width, overlay techniques, and ADA compliance.
The project encompasses approximately 11,472 square yards of pavement work, with specific quantities including 1,371 tons of cold asphalt milling, 971 cubic yards of removal and replacement, and 6,077 square feet of sidewalk work. An addendum dated 3/21/2025 indicates potential quantity adjustments, with changes marked in red. The project includes detailed specifications for road width, inside corner treatments, and overlay techniques, with a typical 1.5" mill for full street width and requirements for asphalt to be flush with curb and gutter at ADA crossings. The construction plans provide comprehensive technical details for contractors, including typical road width illustrations, specific measurements for different street sections, and guidelines for maintaining proper road infrastructure standards.
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I hereby certify, that I have prepared or directly supervised the preparation of these documents, and that I am a duly registered professional in the state of Wyoming.
List of Drawings
Street/Drawing Sheet No.
Vicinity Map VM
Cheshire Dr 1-5
Foxcroft Rd 7-9
Typicals/Detail Sheets 10
CONSTRUCTION PLANS
FOR 2025
CITY OVERLAY #1
BID NO. S-17-25
A 1% Sales Tax Funded Project
General Notes:
1. All Asphalt Patch is 2' wide unless otherwise noted.
2. Asphalt removal will typically extend 6" (.5') beyond concrete removal limits.
3. Inside corners on asphalt removal will be cut at 45 degree. See drawing 22, for Asphalt Inside Corners Detail
4. Contractor responsible for any and all landscaping repairs or replacements.
5. All removal and replacement areas shown are for reference only. Actual removal and replacement areas shall be marked by City forces prior to beginning work.
6. ADA ramps shown are for reference only and will be field located.
7. Standard "Erosion Control Pratices" apply to the entire project unless otherwise noted.
8. This project will follow the 2022 City of Cheyenne and BOPU Construction Specifications and Standard Drawings.
Abbreviations and Symbols used in Drawings
AA Alley Approach AA RESTOR Alley Restoration APAT Asphalt Patch APAV Asphalt Paving
Bush C&G Curb and Gutter CDA Commercial Drive Approach
Detectable Warning Plate EB Electric Box
Fence Fire Hydrant
GV Gas Valve GW Guy Wires LP Light Pole
Light Pole MB Mail Box MH Manhole MW Monitor Well
Park Bench P Planter PP Power Pole PB Pull Box PPIN Property Pin RDA Residential Drive Approach R&R Remove and Replace SW Sidewalk
Sign TEL Telephone Manhole TSB Traffic Signal Box TSP Traffic Signal Pole
Traffic Signal Pole Tree
TYPE "C" CURB Type "C" Landscape Curb UB Utility Box VP Valley Pan WMH Water Manhole WV Water Valve
APPROVED
Mar. 06 2025
7:00:59 PM
FORBES CT
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SPARKS RD
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AIRPORT CT
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ID
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HO
USE AVEW
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EVANS AVE
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COLNWAY
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20TH
E
ST
ST
EAST 13th ST
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ARROWHEAD RD
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G R O
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M O
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GREEN RIVER ST
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T- B
IR
D L
N
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T H
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M O
RRIE AVERUSSELL AVEPEBRICAN AVE
SEYM
O
UR AVEM
AXW
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CAPITO
L AVE
CAREY AVE
VAN LENNEN AVE
EVANS AVE
HO
USE AVE
EAST PERSHING BLVD
EV
A N
S A
V E
SEYM
O
UR AVE
M
AXW
ELL AVE
VAN LENNEN AVE
EAST 18th ST
EAST 19th ST
EAST 20th ST
EAST 22nd ST
EAST 23rd ST
EAST 24th ST
EAST 25th ST
EAST 26th ST
EAST 27th ST
EAST 16th ST
EAST 21st S T
EAST 17th ST
EAST 18th ST
EAST 20th ST
EAST 22nd ST
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CHESTNUT DR
C R O
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V E
FR
EM
O N
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N V
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S E
A V E
EAST 12th ST
DEMING BLVD
OLIV
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R
KELLEY DR
HENDERSON DR
PINE AVE
OMAH
A R D
HOLMES ST
FO
RES
T D R
FOREST DR
NEWTON DR
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FO
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ES
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OXFORD DR
NEWTON DR
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NC
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A R
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ID
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CK SPRIN
G S
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H O
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AI
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FR
ONTI
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IL
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LU
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RU
E
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RR
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PO
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ER
H O
U S E
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DELL RANGE BLVD
CENTRAL AVE
EAST 19th ST
FO
R
ES
T D
R
OMAH
A R
D
PINE AVE
EAST 18th ST
W
ARREN AVE
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ED
S P
L
FO
X C R O
FT
R
D
EAST PERSHING BLVD EAST PERSHING BLVD
CHESHIRE DR
CHESHIRE DR
DELL RANGE BLVD
R U
E
TE
R R E
EAST LINCOLNWAY
C O
N V
ER
S E A
V E
LO
G
AN AVE
A
LB
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Y A V E
W
IN
D M
IL
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C O
N C O
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R D
FOXCROFT RD
C
IT
Y O
F C H
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DRAWING NO.
VM
D R A W
N B
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J
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D R A W
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APPROVED
7:01:14 PM
26.0'
30.0'
6.0'
10.0'
10.0' 5.5'
25.0'
86.5' 24.0' 93.5'
12.0'
60.0'
7.5'
30.0'
5.0'
14.0'
15.5'
137.0' 6.0' 162.0'
288.5'104.0'
17.0' 4.0'
364.0'
255.5' 5.5' 27.0' 12.0'
1740 1746
1824 18301810
1916 1920
1851 1859
1758 1770
1752 1804 1838 18461818
19821936
1809 1823 1829 1835
1905 1915 1919
WV
MH
MH
MH
MHMH
MHMHMH
MH
WV
WV
WV
WV
WV
24.5'x5' SW
34.5' CG
2 DWP
25' C CURB
SW
30'x3.5'
SW
31'x3.5'
SW
80.5'x3.5'
RDA
20'x8.5'
SW
7.5'x3.5'
SW
10'x3.5'
SW
6'x3.5'
SW
18'x3.5'
RDA
4'x3.5' SW
6'x3.5'
RDA
5.5'x3.5'
SW
6'x3.5'
SW
18'x4'
SW
6'x4' RDA
24'x8.5'
SW
12'x4'
RDA
19'x8.5'
RDA
19'x8.5' SW
5'x3.5'
SW
49.5'x3.5' SW
36'x3.5'
RDA
7.5'x3.5' SW
40'x3.5'
RDA
15'x8.5'
RDA
8'x3.5'
SW
5'x3.5' SW
6'x3.5'
SW
5'x3.5'
SW
15'x3.5'
SW
5'x3.5'
RDA
15.5'x3.5'
SW
6'x3.5'
SW
5'x3.5'
THIS AREA PART
OF 2024 MISC
CONCRETE
RDA
16.5'x9.5'
RDA
23'x8.5'
SW
5'x3.5'
SW
8'x3.5'
SW
30'x3.5'
SW
3.5'x3.5'
RDA
19'x8.5'
SW
6'x4'
THIS AREA PART
OF 2024 MISC
CONCRETE
SW
4'x3.5'
SW
4'x3.5'
AA
16'x4'
SW
5'x3.5'
RDA
23'x8.5' SW
51'x3.5'
RDA
16.5'x8.5'
SW
5'x3.5'
SW
5'x3.5'
SW
3.5'x3.5'
SW
4'x3.5'
SW
64'x3.5'
SW
12'x3.5'
SW
11'x3.5' RDA
22'x9.5'
AA
16'x4'
SW
4'x3.5'
SW
4'x3.5'
SW
10'x3.5' RDA
26'x8.5'
SW
4'x3.5'
SW
6'x3.5'
SW
6'x3.5'
RDA
24'x8.5'
RDA
25'x8.5'
SW
6'x3.5'
SW
6'x3.5'
SW
5'x3.5'
SW
10'x3.5' RDA
21'x8.5'
SW
3.5'x3.5'
RDA
20'x8.5'
RDA
24'x8.5'
SW
11'x3.5'
SW
8.5'x3.5'
SW
12'x3.5'
SW
6'x3.5' RDA
21.5'x8.5'
SW
4'x3.5'
SW
82.5'x3.5'
RDA
5.5'x3.5'
SW
13.5'x3.5'
SW
4'x3.5'
RDA
17'x8.5' SW
4'x3.5'
SW
8'x3.5'
SW
12'x3.5'
SW
12'x3.5'
RDA
19'x3.5'
SW
30'x3.5'
SW
6.5'x3.5'
SW
6'x3.5'
SW
12'x3.5'
133.5'
SW
24'x3.5'
RDA
22'x8.5'
19.0'
SW
5'x3.5'
SW
18'x3.5'
RDA
18.5'x8.5'
AA
16'x4'
SW
8'x3.5'
SW
4'x3.5'
112.0'
SW
5'x3.5'
RDA
12'x8.5'
SW
69'x3.5' RDA
24.5'x8.5'
SW
8'x3.5'
180.0'
6.0'
148.5'
SW
4'x3.5'
RDA
12'x8.5' SW
8'x3.5'
SW
4'x3.5'
RDA
11'x8.5'
44.0' 58.0'
SW
6'x3.5'
SW
8'x3.5'
RDA
25'x11.5'
SW
2'x3.5'
SW
25'x3.5'
SW
17'x3.5'
RDA
25'x9' SW
15'x3.5'
SW
47'x3.5'
92.0' 53.0'
SW
5'x3.5'
15.0'
48.0'
SW
12'x3.5'
SW
6'x3.5'
SW
36'x3.5'
SW
9'x3.5' SW
5'x3.5' RDA 20'x8.5'
RDA
5'x3.5' SW
5'x3.5'
RDA
20'x8.5'
SW
22'x3.5'
106.5'
95.0'
130.0' 80.0'
105.0'
35.0'
SW
5'x3.5' SW
5'x3.5'
SW
7'x3.5'
SW
65'x3.5'
SW
10'x3.5'
SW
5'x3.5'
RDA
16.5'x8.5'
RDA
24.5'x8.5'
SW
4'x3.5'
RDA
19.5'x8.5'
SW
23.5'x3.5'
SW
19'x3.5'
SW
10'x3.5'
48.0'
48.0'
94.0'
5.0'
62.0'
RDA
25'x8.5'
SW
5'x3.5'
SW
5'x3.5'
118.0'
142.0' RDA
21'x8.5'
RDA
19'x9.5'
COMPLETED ON
AIRPORT PKWY
PROJECT
79.0'
SW
12'x3.5'
RDA
9'x3.5'
SW
8'x3.5'
SW
5'x3.5' SW
28'x3.5'
SW
5'x3.5'
SAW CUT
SW
7'x3.5'
60.0'
SW
5'x3.5'
SW
8'x3.5'
9.0' 12.0'
15.0'10.0'22.0'
35.0'
10.0'
10.0'
SW
10'x3.5'
RDA
20.5'x9.5'
RDA
9'x3.5'
SW
6'x3.5'
21.0'
SW
10'x3.5'
SW
6'x3.5'
RDA
17'x8.5'
SW
13.5'x3.5'
35.0'
SW
5'x3.5'
27.0'
20.5'
13.5' 14'
20'x5' SW
22' CG
2 DWP
25' C CURB
SW
8.5'x3.5' SW
8.5'x3.5'
8.5' 8.5'
11' 12'
VP
6.5x12
CG
18.5'
SW
5'x3.5'
18.5'x5' SW
27' CG
2 DWP
20' C CURB
17'
VP
6.5x12
16'
C
IT
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F C H
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LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning Plates
DRAWING NO.
01CALL BEFORE YOU DIG!
1-800-849-2476
N
NOT TO SCALE
D R A W
IN
G
N A M
E:
C
H
ES
H
IR
E D
R
C O
N C O
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R D
T O
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Y/
FO
X C R O
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JO
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ITEM UNIT QTY
LANDSCAPING,
TYPE "C" CURB LN FT 50
AA, 8" SQ FT 192
FILLET, 8" SQ FT 128
VP, 8" SQ FT 156
RDA, 6" SQ FT 6,836
ITEM UNIT QTY
COLD ASPHALT
MILLING
11,472
APAV, 2" TON 1,371
APAT, 4" SQ YD 971
MH, W/ COLLAR EACH 9
WV, W/ COLLAR EACH 6
SW,4" SQ FT 6,077
C&G, 24" TYPE "A" LN FT 4,355
DETECTABLE
WARNING PLATES EACH 6
CHESHIRE DR.
CLASSIFICATION:
Local
TOTAL LENGTH:
2,932' or .56 miles
TOTAL AREA OF PAVEMENT:
103,248 sq ft 11,472 sq yd
ITEM UNIT QTY
4" YELLOW SOLID LN FT
24" Type "A" Curb and Gutter Unless Stated Otherwise
D R A W
N B
Y:
J
N D
A
TE
-3 1-
CHESHIRE DR
ANDOVER DR
MILTON DR
DOVER DR
ES
S
EX
R D
FO
XCRO
FT RD
AIRPORT PKWY
SQ YD2,250
APPROVED
ANDOVER DR
CHES
HIRE D
R
CHESHIRE DR
CO
NCO
RD
R
D
26.0'
30.0'
6.0'
10.0'
10.0' 5.5'
25.0'
86.5'
12.0'
60.0'
7.5'
30.0'
5.0'
14.0'
15.5'
WV
24.5'x5' SW
34.5' CG
2 DWP
25' C CURB
SW
30'x3.5'
SW
31'x3.5'
SW
80.5'x3.5'
RDA
20'x8.5'
SW
7.5'x3.5'
SW
10'x3.5'
SW
6'x3.5'
SW
18'x3.5'
RDA
4'x3.5' SW
6'x3.5'
RDA
5.5'x3.5'
SW
6'x3.5'
SW
18'x4'
SW
36'x3.5'
RDA
7.5'x3.5' SW
40'x3.5'
RDA
15'x8.5'
RDA
8'x3.5'
SW
5'x3.5' SW
6'x3.5'
SW
5'x3.5'
SW
15'x3.5'
SW
5'x3.5'
RDA
15.5'x3.5'
SW
6'x3.5'
6.0'
13.5' 14'
20'x5' SW
22' CG
2 DWP
25' C CURB
SW
8.5'x3.5' SW
8.5'x3.5'
8.5' 8.5'
0+
1+
2+00
3+00
4+00
LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning Plates DRAWING NO.
CALL BEFORE YOU DIG!
1-800-849-2476
N
SCALE: 1"=30'
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
C
H
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H
IR
E D
R
C O
N C O
R D
R D
TO
PO
R T
PK
W
Y/
FO
X C R O
FT
R
D
JO
B T
IT
LE
C
IT
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O V
ER
LA
Y
24" Type "A" Curb and Gutter Unless Stated Otherwise
D R A W
N B
Y:
J
N D
A
TE
-3 1-
APPROVED
CHESHIRE DR
M
ILTO
N D
R
24.0' 93.5'
137.0' 6.0' 162.0'
104.0'
1740 1746
1745 1803
1758 177017641752 1804
WV
MHMH
WV
SW
6'x4' RDA
24'x8.5'
SW
12'x4'
RDA
19'x8.5'
RDA
19'x8.5' SW
5'x3.5'
SW
49.5'x3.5'
SW
5'x3.5'
THIS AREA PART
OF 2024 MISC
CONCRETE
RDA
16.5'x9.5'
RDA
23'x8.5'
SW
5'x3.5'
SW
8'x3.5'
SW
30'x3.5'
SW
3.5'x3.5'
RDA
19'x8.5'
SW
6'x4'
THIS AREA PART
OF 2024 MISC
CONCRETE
SW
4'x3.5'
SW
4'x3.5'
AA
16'x4'
SW
5'x3.5'
RDA
23'x8.5' SW
5'x3.5'
SW
3.5'x3.5'
RDA
22'x9.5'
AA
16'x4'
SW
4'x3.5'
SW
4'x3.5'
SW
10'x3.5' RDA
26'x8.5'
SW
4'x3.5'
SW
6'x3.5'
SW
6'x3.5'
48.0' 5+00 6+00 7+00 8+00
CHESHIRE DR
288.5'
17.0' 4.0'
364.0'
255.5' 5.5' 27.0' 12.0'
1824 18301810
1804 18381818
1809 1823 1829 1835
MH
SW
51'x3.5'
RDA
16.5'x8.5'
SW
5'x3.5'
SW
4'x3.5'
SW
64'x3.5'
SW
12'x3.5'
SW
11'x3.5'
22'x9.5'
RDA
24'x8.5'
RDA
25'x8.5'
SW
6'x3.5'
SW
6'x3.5'
SW
5'x3.5'
SW
10'x3.5' RDA
21'x8.5'
SW
3.5'x3.5'
RDA
20'x8.5'
RDA
24'x8.5'
SW
11'x3.5'
SW
8.5'x3.5'
SW
6'x3.5'
RDA
5.5'x3.5'
SW
13.5'x3.5'
SW
4'x3.5'
RDA
17'x8.5' SW
4'x3.5'
SW
8'x3.5'
SW
12'x3.5'
SW
12'x3.5'
RDA
19'x3.5'
SW
12'x3.5'
19.0' 9+00 10+00 11+00 12+00 13+00
LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning Plates
DRAWING NO.
03CALL BEFORE YOU DIG!
1-800-849-2476
N
SCALE: 1"=30'
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
C
H
ES
H
IR
E D
R
C O
N C O
R D
R D
PO
R T
PK
W
Y/
FO
X C R O
FT
R
D
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
24" Type "A" Curb and Gutter Unless Stated Otherwise
D R A W
N B
Y:
J
N D
A
TE
-3 1-
APPROVED
1851 1859
MH
MH
SW
12'x3.5'6'x3.5' RDA
21.5'x8.5'
SW
4'x3.5'
SW
82.5'x3.5'
SW
30'x3.5'
SW
6.5'x3.5'
SW
6'x3.5'
133.5'
SW
24'x3.5'
RDA
22'x8.5' SW
5'x3.5'
SW
18'x3.5'
RDA
18.5'x8.5'
AA
16'x4'
SW
8'x3.5'
SW
4'x3.5'
112.0'
SW
5'x3.5'
RDA
12'x8.5'
SW
69'x3.5' RDA
24.5'x8.5'
SW
8'x3.5'
180.0'
148.5'
SW
4'x3.5'
RDA
12'x8.5' SW
8'x3.5'
SW
4'x3.5'
RDA
11'x8.5'
44.0'
92.0'
14+00 15+00 16+00 17+00 18+00
CHESHIRE DR
1916 1920
1915 1919
MH
MH
SW
4'x3.5'
RDA
11'x8.5'
58.0'
SW
6'x3.5'
SW
8'x3.5'
RDA
25'x11.5'
SW
2'x3.5'
SW
25'x3.5'
SW
17'x3.5'
RDA
25'x9' SW
15'x3.5'
SW
47'x3.5'
53.0'
SW
5'x3.5'
15.0'
SW
12'x3.5'
SW
6'x3.5'
SW
36'x3.5' SW
9'x3.5' SW 5'x3.5' RDA
20'x8.5'
RDA
5'x3.5' SW
5'x3.5'
106.5'
95.0'
130.0' 80.0'
105.0'
35.0'
SW
5'x3.5' SW
5'x3.5'
SW
65'x3.5'
SW
10'x3.5'
SW
4'x3.5'
48.0'
48.0'
5.0'
19+00 20+00 21+00
22+00
DRAWING NO.
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
C
H
ES
H
IR
E D
R
C O
N C O
R D
R D
PO
R T
PK
W
Y/
FO
X C R O
FT
R
D
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning PlatesCALL BEFORE YOU DIG!
1-800-849-2476
N
SCALE: 1"=30'
24" Type "A" Curb and Gutter Unless Stated Otherwise
D R A W
N B
Y:
J
N D
A
TE
-3 1-
APPROVED
MH
WV
WV
WV
RDA
20'x8.5'
SW
22'x3.5'
35.0'
SW
5'x3.5' SW
5'x3.5'
SW
7'x3.5'
SW
5'x3.5'
RDA
16.5'x8.5'
RDA
24.5'x8.5'
SW
4'x3.5'
RDA
19.5'x8.5'
SW
23.5'x3.5'
SW
19'x3.5'
SW
10'x3.5'
48.0'
94.0'
62.0'
RDA
25'x8.5'
SW
5'x3.5'
SW
5'x3.5'
118.0'
142.0' RDA
21'x8.5'
RDA
19'x9.5'
79.0'
SW
28'x3.5'
SW
5'x3.5'
SAW CUT
SW
7'x3.5'
60.0'
SW
5'x3.5'
SW
8'x3.5'
22.0'
35.0'
10.0'
10.0'
SW
10'x3.5'
RDA
20.5'x9.5'
RDA
9'x3.5'
SW
6'x3.5'
21.0'
SW
10'x3.5'
SW
6'x3.5'
RDA
17'x8.5'
SW
13.5'x3.5'
35.0'
SW
5'x3.5'
27.0'
20.5'
23+00
24+00
25+00
26+00
27+00
11' 12'
VP
6.5x12
CG
18.5'
SW
5'x3.5'
18.5'x5' SW
27' CG
2 DWP
20' C CURB
17'
VP
6.5x12
16'
MH
COMPLETED ON
AIRPORT PKWY
PROJECT
79.0'
SW
12'x3.5'
RDA
9'x3.5'
SW
8'x3.5'
SW
5'x3.5'
9.0' 12.0'
15.0'10.0'22.0'
28+94 28+00
LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning Plates
DRAWING NO.
CALL BEFORE YOU DIG!
1-800-849-2476
N
SCALE: 1"=30'
24" Type "A" Curb and Gutter Unless Stated Otherwise C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
C
H
ES
H
IR
E D
R
C O
N C O
R D
R D
PO
R T
PK
W
Y/
FO
X C R O
FT
R
D
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
D R A W
N B
Y:
J
N D
A
TE
-3 1-
APPROVED
7:01:15 PM
LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning Plates
DRAWING NO.
CALL BEFORE YOU DIG!
1-800-849-2476
N
SCALE: NOT TO SCALE
24" Type "A" Curb and Gutter Unless Stated Otherwise C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
C
H
ES
H
IR
E D
R
C O
N C O
R D
R D
PO
R T
PK
W
Y/
FO
X C R O
FT
R
D
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
D R A W
N B
Y:
J
N D
A
TE
-3 1-
APPROVED
FO
X C R O
FT R
D
36193618
MH
SW
5'x3.5'
SW
5'x3.5'
RDA
23'x9'
SW
54'x3.5'
SW
3.5'x3.5'
RDA
20'x9.5'
RDA
20'x8.5'
48.0'
127.5'
SW
8'x3.5'
17.0'
SW
5'x3.5'
RDA
18'x8.5'
SW
11.5'x3.5'
SW
4'x3.5'
73.0'
SW
73'x3.5'
18.0'
54.0'
2+00
3+00
4+00
FO
X C R O
FT R
D
LEEDS PL
MH
WV
(x2)
RDA
21'x9.5'
53.0'
SW
26'x3.5'
VP
12'x36'
VP
12'x36'
23'x5' SW
26' CG
2 DWP
15' C CURB
22'x5' SW
26.5' CG
2 DWP
15' C CURB
23'x5' SW
26' CG
2 DWP
15' C CURB
22'x5' SW
26' CG
2 DWP
15' C CURB
EXISITING LIGHT
POLE TO REMAIN
18.5
18.5
18.5
4' APAT
NOT TYPICAL
0+
1+00
LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning Plates DRAWING NO.
CALL BEFORE YOU DIG!
1-800-849-2476
N
SCALE: 1"=30'
24" Type "A" Curb and Gutter Unless Stated Otherwise C
IT
Y O
F C H
EY
EN
N E
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
D R A W
N B
Y:
J
N D
A
TE
-1 9-
D R A W
IN
G
N A M
E:
F
O X C R O
FT
R
D
C H
ES
H
IR
E
D R T
O N
EW
TO
N D
R
APPROVED
FOXCROFT RD
MH
RDA
19'x8.5'
SW
10'x3.5'
RDA
11'x7'
45.0'
SW
20'x3.5'
44.5'
68.5'
SW
44.5'x3.5'
25'x3.5'
SW
3'x3.5'
SW
5'x3.5'
SW
4'x3.5'
AA
16'x6.5'
104.0'
SW
13.5'x3.5'
RDA
20'x8.5'
SW
7.5'x3.5'
SW
8'x3.5'
SW
15'x3.5'
SW
5'x3.5'
112.0'
36.1'
41.5' SW
10'x3.5'
RDA
23'x9.5'
RDA
16.5'x8.5'
SW
7'x3.5' 36.0'
SW
14'x3.5'
20.5'
SW
5'x3.5'
7+00
8+00
9+00
9+34
FO
XCRO
FT RD
MH
RDA
16.5'x8.5'
RDA
21.5'x8.5'
RDA
26.5'x8.5'
SW
14'x3.5'
20.5'
88.5'
SW
10'x3.5'
SW
5'x3.5'
SW
15'x3.5'
SW
5'x3.5'
64.0'
26.5'
SW
SW
5'x3.5'
SW
5'x3.5'
SW
33'x3.5'33.0'
75.0'
RDA
10.5'x3.5'
SW
5'x3.5'
SW
10'x3.5'
8.5'
60.5'
SW
9.5'x3.5'
4+00
5+00
6+00
LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning Plates DRAWING NO.
CALL BEFORE YOU DIG!
1-800-849-2476
N
SCALE: 1"=30'
24" Type "A" Curb and Gutter Unless Stated Otherwise C
IT
Y O
F C H
EY
EN
N E
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
D R A W
IN
G
N A M
E:
F
O X C R O
FT
R
D
C H
ES
H
IR
E
D R T
O N
EW
TO
N D
R D
R A W
N B
Y:
J
N D
A
TE
-1 9-
APPROVED
TYPCIAL ROAD WIDTH
ASPHALT CUT FOR INSIDE CORNERS
SHALL BE AT 45 DEGREE ANGLE TO
DECREASE CHIPPING OF ASPHALT
1. TYPICAL 2" OVERLAY FULL WIDTH PER SPECIFICATION.
2. ASPHALT SHALL BE FLUSH WITH C&G AT ALL ADA CROSSINGS.
ASPHALT INSIDE CORNERS DETAIL
TYPCIAL ROAD WIDTH
MILL DEPTH 1.5"
TYPICAL 1.5" MILL FOR FULL WIDTH
FOR ALL STREETS
LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning Plates
DRAWING NO.
CALL BEFORE YOU DIG!
1-800-849-2476
N
SCALE: NOT TO SCALE
24" Type "A" Curb and Gutter Unless Stated Otherwise C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
D
ET
A
IL
T
YP
IC
A
LS
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
D R A W
N B
Y:
J
N D
A
TE
-3 1-
APPROVED
File details come from the government source that posted it. Updated .