S-13-26_PLANS.pdf
PDF 26 MB Posted
- Attached to
- 2026 City Overlay #1
- Solicitation number
- S-13-26
- Issued by
- Niobrara County, Wyoming
About this file
This document comprises construction plans and specifications for the 2026 City Overlay #1 project in Cheyenne, Wyoming, a comprehensive roadway rehabilitation initiative prepared by a registered professional engineer. The project encompasses improvements to three primary corridors: Andover Drive (1.238 miles, 44,395 square feet of pavement), Converse Avenue (2.393 miles, 130,070 square feet of pavement), and Ridgeland Street (1.712 miles, 61,641 square feet of pavement). The work includes asphalt milling totaling 28,235 square yards, asphalt paving of 3,155 tons, concrete sidewalk removal and replacement of 13,646.5 square feet, curb and gutter reconstruction of 3,180.5 linear feet, residential and commercial drive approaches totaling 5,186 square feet, and utility adjustments including 28 manhole collars and 31 water valve collars. Additional work encompasses detectable warning plate installation (26 units), landscaping restoration with type "C" curb placement (1,223 linear feet), median construction on Converse Avenue with colored stamped concrete, pavement markings including thermoplastic striping, and erosion control measures throughout the project limits. The project is funded by a 1% Sales Tax and will follow the 2022 City of Cheyenne and BOPU Construction Specifications and Standard Drawings.
The plans specify detailed removal and replacement areas marked by City forces prior to construction, with actual field conditions superseding plan references. ADA ramps and drainage inlet modifications will be field-located in coordination with City representatives. Striping and thermoplastic material placement requires a pre-application meeting with the general contractor, striping contractor, and City of Cheyenne Construction Department. The project drawings include typical details for curb head modifications, median sections, and asphalt inside corner cutting specifications. All contractors assume responsibility for landscaping repairs and replacements within their work areas. The comprehensive set of 26 drawing sheets provides detailed specifications for each street segment, with quantities and locations clearly marked for all removal, replacement, and new construction items.
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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
Andover Dr 1-4
Converse Ave 5-18
Ridgeland St 19-22
Typicals/Detail Sheets 23
2026 CITY
OVERLAY #1
BID NO. S-13-26
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
Apr. 23 2026
12:27:52 PM
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M
ER
R
IT
T R D
PO
W
D
ER
H O
U
SE
R D
VILLAGE VIEW LN
SUMMIT DR
SPRINGER
M O
N R O
E A V E
G R A N
D T
ET
O
N C
T
COBBLESTONE
LAND CT
D A R B Y
LN
MANDAN
EA
G
LE
V
IE
W
C
LE
V
EL
A N
D
M O
N R O
E A V E
ED
A P
L
H A N
S O
N S
T
N C
O
LL
EG
E
D R
GREENWAY
TO
PA
Z D
R
MILLER LN
BRANDI LN
S
TA
R W
O O
D C
T
C O
N V
E R
S E
W
IL
LS
R
D
PI
ER
C E
G
EM
T R L
H A R M
O N
A V E
MARTIN ESQUIBEL DR
LIONS PARK DR
FU
S S
EL
M A N
SER
VIC
E
B I
G S K Y
T R A I L
E 12TH ST
JW
CT
C
LE
V
EL
A N
D A
V E
EA
ST
L
IN
CO
LN
W
AY
HENDERSON DR
HOLL
Y
CT
CT
EAST 28th ST
HO
USE AVE
PIO
NEER AVE
O
'NEIL TH
O M
ES
CENTRAL AVE
W
ARREN AVE
EVANS AVE
AM
ES AVE
EVANS AVE
HO
USE AVE
EAST LIN
COLNWAY
E
T
H
S T
EAST 10th ST
15TH
ST
W
WEST 17th ST
WEST 31st S T
WEST 29th ST
EAST 29th ST
EAST 21st S T
20TH
E
ST
ST
E
13TH
EAST 11th ST
EAST 10th ST
EAST 13th ST
EAST 9th ST
EAST 8th ST
EAST 18th ST
EAST 16th ST
EAST 17th ST
EAST 16th ST
EAST 17th ST
PIO
NEER AVE
BI
SH
O P
COSGRIFF CT
R U
E
TE
R R E
OLD TOWN LN
SU
NF
LO
W
ER
R
D
EVERGREEN ST
RIDGELAND ST
ARROWHEAD RD
M
ERRITT
B R A
EH
IL
L
R D
FI
LL
M O
R E
A V E
A M
B
ER
T R L
OLD TRAIL RD
GREEN VALLEY RD
CHESTNUT DR
PA
SA
D
EN
A
MARYLAND
G R A N
D V
IE
W A
V E
C O
N V
ER
S E
A V E
MASON WAY
FOOTHILLS
RD
COUNCIL B
LUFF
GARDENIA DR
FA
IT
H D
R
SPIRIT LN
SUMMIT DR
"N O
RR
IS
V
IA
D
UC
T"
ALEXAND
ER AVE
DELL RANGE BLVD
G R O
V E
C O
M M
O N
S C
IR
LO
G
AN
CAM
PBELL AVE
HOPE CT
ROCK SPRINGS
M O
R A
N
BROKEN BOW
GREEN RIVER ST
WOODHAVEN DR
S H
A D
O W
R O
C K D
R
B O
U
LD
ER
C
T
SUNRISE HILLS DR
STONECLIFF
RD
H A R M
O N
A V E
CARLA DR
G R O
V E
T- B
IR
D L
N
SAPPHIRE ST
E
T H
S T
TALBOT CT
WEST 27th ST
WEST 28th ST A M
ES
A
V E
W A S H
IN
G
TO
N
A V E
WEST 30th ST
WEST LIN
COLNWAY
M O
RRIE AVERUSSELL AVEPEBRICAN AVE
SEYM
O
UR AVEM
AXW
ELL AVE
CAPITO
L AVE
CAREY AVE
BENT AVE
THO
M
ES AVE
REED
AVE
SNYD
ER AVE
D
ILLO
N AVE
VAN LENNEN AVE
EVANS AVE
HO
USE AVE
PIO
NEER AVE
MISSILE DR
MISSILE DR
OLD HAPPY JACK
WEST 24th ST
YE
LL
O W
S
TO
N E
R D
YE
LL
O W
S
TO
N E
R D
DALCOUR DR
WEST 18th ST
WEST 19th ST
WEST 20th ST
WEST 21st S T
WEST 22nd ST
WEST 23rd ST
WEST 24th ST
WEST 25th ST
WEST 26th ST
WEST 27th ST
WEST 28th ST
WEST 30th ST
RICHARDSON CT
A M
ES
C
T
C R
IB
B O
N A
V E
RANDALL AVE
RANDALL AVE
WEST PERSHING BLVD
EAST PERSHING BLVD
EAST PERSHING BLVD
H
YN
D S B
LV
D
M C C O
M B A
V E
R
EE
D A
V E
CAREY AVE
CAREY AVE
COUNTRY CLUB AVE
WEST 8th AVE
EAST 8th AVE
KEN
NED
Y R D
D
EY
A V E
D
EY
A V E
WEST 2nd AVE
WEST 6th AVE
WEST 2nd AVE
WEST 1st AVE
W A R R
EN
A V E
EAST 7th AVE
EAST 5th AVE
EAST 4th AVE
EAST 3rd AVE
EAST 6th AVE
EAST 2nd AVE
EAST 1st AVE
EV
A N
S A
V E
WEST 31st ST
WEST 29th ST
WEST 28th ST
SEYM
O
UR AVE
M
AXW
ELL AVE
VAN LENNEN AVE
EAST 17th ST
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
EAST 23rd ST
CHESTNUT DR
C R O
O K A
V E
FR
EM
O N
T A V E
C O
N V
ER
S E
A V E
C O
N V
ER
S E
A V E
EAST 12th ST
DEMING BLVD
OLIV
E D
R
KELLEY DR
HENDERSON DR
PINE AVE OMAH
A R
D
HOLMES ST
RANDY RDFO
RES
T D R
FOREST DR
NEWTON DR
CHESHIRE DR
FO
X C R O
FT
R
D
M
ILTO
N D
R
ES
S
EX
R D
OXFORD DR
NEWTON DR
C O
N C O
R D
R D
CO
NC
OR
D
RD
PI
N
IO
N
D R
PI
N
IO
N
D R
SPRUCE DR
S
IL
V
ER
G A
TE
D
RSILVERGATE
CT
OMAHA RD
EA
ST
LI
NCOLN
WAY
M C C A N
N A
V E
M C C A N
N A
V E
ENGLEWOOD DR
EN
G
LE
W
O O
D C
T
W
IL
LS
R
D
NATIONWAY
NATIONWAY
C A M
PB
EL
L A V E
C A R B O
N A
V E
C R O
O K A
V E
FR
EM
O N
T A V E
FR
EM
O N
T A V E
C R O
O K A
V E
G O
S H
EN
A
V E
OLD TRAIL RD
R O
S
EB
U D
R D
GRE
EN
V
AL
LE
Y R
D
HENDERSON DR
W
IN
D M
IL
L
R D
EAST 8th ST
STEVENS DR
CAHILL DR
W O
R
TH
D R
NATIONWAY
NATIONWAY
EAST 11th ST
EAST 9th ST
EAST 8th ST
EAST 10th ST EAST 10th ST
EAST 11th ST
SPIRIT LN
GARDENIA DR
GARDENIA DR
PALM SPRINGS AVE
MONTCLAIR DR
MONTCLAIR DR
STOREY BLVD STOREY BLVD
STOREY BLVD
STOREY BLVD STOREY BLVD
STOREY BLVD
STOREY BLVD
WESTERN HILLS BLVDWESTERN HILLS BLVDWESTERN HILLS BLVD
RA
NG
ER
D
R
H A W
TH
O
R N
E D
R
PATTISON
DOUGLAS ST
APACHE ST
BASIN ST
EVERTON DR
R
ID
G E
R D
R
ID
G E
R D
R
ID
G E
R D
R
ID
G E
R D
R
ID
G E
R D
R
ID
G E
R D
R
ID
G E
R D
R
ID
G E
R D
R
ID
G E
R D
R
ID
G E
R D
R
ID
G E
R D
RO
CK SPRIN
G S
ROCK SPRINGS ST
ROCK SPRINGS ST
LARAMIE ST
ROBITAILLE
CHEYENNE
RIO VERDE
M O
U N
TA
IN
R D
M O
U N
TA
IN
R D
M O
U N
TA
IN
R D
PO
IN
T B
LU
FF
PO
IN
T
B
LU
FF
M
APLE W
AY
CONVERSE AVE
S
YC
A M
O R E
R D
EAST CARLSON ST
C R O
W R
D
O G
A
LL
A
LA
P L
S
EM
IN
O
E R D
S U
N S
ET
D R
S U
N S
ET
D R
O S A G
E A V E
O
SA
G E
S U
N S
ET
D R
H A C K
ER
C T
MANEWAL DR
W
AL
KE
R R
D
HYNDS BLVD
A N
TE
LO
PE
A
V E
EL
K A
V E
C R
IB
B O
N A
V E
D
EY
A V E
BLUE BLUFF
C A N
YO
N
R D
CA
NY
ON
R
D
THOMAS RD
THOMAS RD
THOMAS RD
SUMMIT DR
SUMMIT DR
EAGLE DR EAGLE DR
TRANQUILITY RD
SKYLINE DR
OAK VALLEY LN
GARDENIA DR
VANDEHEI AVE
GLENCOE DR
JACKSON ST
DOUGLAS ST
PR
A
IR
IE
H
IL
LS
D R
PRAIRIE HILLS DR
PR
AI
RI
E
HI
LL
S
DR
PRAIRIE HILLS DR
ED
U
C A
TI
O N
D R
ED
U
CA
TI
O
N D
R
H
YN
D S B
LV
D
H
YN
D S
BL
VD
H
YN
D S B
LV
D
S
IO
U X D
R
MILLER LN
M A R S H
A
LL
R D
W
EA
V
ER
R D
S
YR
A C U
S E
R D
S
YC
A M
O R E
R D
M A R S H
A
LL
R D
W A H
O O
P L
H O
Y R D
M cC
U E
D R
McC
UE D
R
H O
Y R D
D A R N
EL
L
PL
SHERIDAN ST SHERIDAN ST
GREGG WAY
V
IL
LA
G
E
LN
CARLA DR
CARLA DR
C A B
LE
A V E
V
IL
LA
G
E W
Y
HOLLAND CT
SUMMIT DR
THOM
AS RD
THOM
AS RD
TO
W
N S
EN
D P
L
TO
W N
S
EN
D P
L
SHOSHONI ST
PRAIRIE AVE
PR
AI
RI
E
AV
E
PRAIRIE AVE
PRAIRIE AVE
PR
A
IR
IE
A
V E
RUE TERRE
FR
ONT
IE
R
MAL
L D
R
FR
O
N
TI
ER
M
A
LL
D R
STILLWATER AVE
ST
IL
LW
AT
ER
A
VE
B
LU
EG
R A S S C
IR
B
LU
EG
R A S S C
IR
RU
E
TE
RR
E
PO
W
D
ER
H O
U S E
R D
D
ILLO
N AVE
H
YN
D S A
V E
HWY 3
EAST 6th ST
EAST 7th ST
CLEVELAND AVE
C
LE
V
EL
A N
D A
V E
A D
A M
S A
V E
M O
N R O
E A V E
M A D
IS
O
N A
V E
EAST 16th ST
M
AD
IS
O N
AV
E
B U
FF
A
LO
A V E
M O
R
ELAN
D
AVE
W
IL
LS
R
D W
IL
LS
R D
W
IL
LS
R
D
DELL RANGE BLVDDELL RANGE BLVDDELL RANGE BLVD
OCEAN LOOP
N
EW
LA
N
D A
V E
SULLIVAN DR
D A
YT
O N
D R
HARVEY ST
SOWELL ST
SAHLER ST
K
IN
K A D
E D
R
TU
R N
ER
D
R
EDISON AVE
ED
IS
O N
C T
FR
A N
K
LI
N D
R
EDISON CT
N O
R
TH
C O
LL
EG
E D
R N
O R
TH
C O
LL
EG
E D
R
KING ARTHUR WAY
O G
D
EN
R D
O G
D
EN
R D
PLAIN VIEW RD
JA
D
E B
LU
FF
M
IC
A B
LU
FF
WILD BLUFF
M O
U N
TA
IN
R D
PO
IN
T B
LU
FF
ROCKCREST
CT
ROUNDTOP
CT
TIMBERLINE CT
COUNCIL BLUFF
G R
EYBU
LL AVE
SAG
EBR
U
SH
AVE
H
ILLTO
P AVE
HILLTOP AVE
SAGEBRUSH AVE
WELCHESTER DR
WELCHESTER DR
W
ES
TL
AN
D R D
H
YN
D S B
LV
D
CENTRAL AVE
PI
ER
C E
NORTH COLLEGE DR RAWLINS ST
DELL RANGE BLVD
EAST 19th ST
N O
RT
H
C O
LL
EG
E D
R
N O
R
TH
C O
LL
EG
E D
R
N O
R
TH
C O
LL
EG
E D
R N
O R
TH
C O
LL
EG
E D
R
FO
R
ES
T D
R
OMAH
A R
D
PINE AVE
MELTON ST
EAST 18th ST
W
ARREN AVE
LE
ED
S P
L
C O
N C O
R D
R D
FO
X C R O
FT
R
D
EAST PERSHING BLVD EAST PERSHING BLVD
ANDOVER DR
CHESHIRE DR
DELL RANGE BLVD
RU
E
TE
RR
E
EAST PERSHING BLVD
EAST CARLSON ST
NATIONWAY
W
IN
D M
IL
L
RD
CONVERSE AVE
EAST LINCOLNWAY
RIDGELAND ST
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
V
IC
IN
TY
M
A P
DRAWING NO.
VM
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-
-2
APPROVED
12:27:52 PM
ANDOVER DR
NEWTON DR
ANDOVER DR
ANDOVER DR
CHES
HIRE D
R
CO
NC
O
RD
R D
CO
NCO
RD
R
D
AN
D
O
VE
R D
R
ANDOVER DR
ANDOVER DR
156415521546
15701558
15551547 1563
MHMH
MH
MHMH
MH
WV
WVWV
WV
1536 1540
15081502
1531 1537
RDA
15'x7.5'
SW
5'x3.5'
SW
10'x3.5'
SW
6'x3.5'
SW
6'x3.5'
SW
18'x3.5'
SW
12'x3.5'
RDA
13'x10.5'
SW
5'x3.5'
SW
5'x3.5'
SW
5'x3.5' SW
10'x3.5'
SW
10'x3.5'
SW
47.5'x3.5'
SW
3.5'x3.5'
RDA
14'x10' SW
18'x3.5'
SW
14.5'x3.5'
RDA
10'x9' SW
6'x3.5'
SW
8.5'x3.5'
RDA
10'x9' SW
18'x3.5'
SW
97'x3.5' SW
3.5'x3.5'
SW
66'x3.5'
SW
3.5'x3.5'
AA
13'x4'
SW
4.5'x3.5'
SW
18.5'x3.5'
SW
5'x3.5'
SW
8.5'x3.5' RDA
7.5'x5' SW 6'x3.5'
SW
5'x3.5'
RDA
22.5'x13.5'
SW
6'x3.5'
SW
6'x3.5'
SW
6'x3.5'
SW
6'x3.5'
SW
6'x3.5'
SW
6'x3.5'
RDA
22.5'x3.5'
SW
5'x3.5'
SW
5'x3.5'
RDA
9'x3.5'
SW
24.5'x3.5'
SW
5'x3.5'
RDA
22.5'x10' SW
9'x3.5'
SW
6'x3.5'
SW
12'x3.5'
SW
12.5'x3.5'
SW
24'x3.5'
SW
3.5'x3.5'
SW
5'x3.5'
RDA
20.5'x8' SW
30'x3.5'
SW
3.5'x3.5'
SW
18.5'x3.5'
SW
3.5'x3.5'
SW
10'x3.5'
SW
5.5'x3.5'
SW
5'x3.5'
SW
3'x3.5'
SW
35'x3.5'
SW
16.5'x3.5'
AA
16'x4'
SW
40.5'x3.5'
SW
3.5'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
3.5'x3.5'
RDA
14'x8'
SW
12'x3.5'
25.0'
67.5' 5.5'
5.5'
5.0'
6.0'
19.0'
4.0'
10.0'
7.0'
6.0'
6.0' 44.0' 12.0' 82.0' 6.0'
78.5'6.0'105.0'8.0'36.5'24.5'79.5'
5.5'
AA
RESTO
88 SQFT
AA
15'x4'
AA
RESTO
88 SQFT
AA
13'x4'
AA
16'x4'
APAT
16'x8'
C
IT
Y O
F C H
EY
EN
N E
LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning Plates
DRAWING NO.
CALL BEFORE YOU DIG!
1-800-849-2476
N
NOT TO SCALE
ITEM UNIT QTY
LANDSCAPING,
TYPE "C" CURB LN FT 330
ADJUST INLET
TYPE "A" EACH 1
AA, 8" SQ FT 292
AA RESTO SQYD 20
24" Type "A" Curb and Gutter Unless Stated Otherwise
D R A W
IN
G
N A M
E:
A
N D
O V
ER
D R
N
E W
T O
N D
O C
H E
SH
IR
E D
R
O V
E R
V
IE
W
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-
-2
ITEM UNIT QTY
COLD ASPHALT
MILLING
SQYD 4,933
APAV, 2" TON 593
APAT, 4" SQ YD 211
MH, W/ COLLAR EACH 7
WV, W/ COLLAR EACH 5
SW,4" SQ FT 2,842
C&G, 24" TYPE "A" LN FT 854.5
RDA, 6" SQ FT 1,521.5
ANDOVER DR.
CLASSIFICATION:
Local Street
TOTAL LENGTH:
1,238' or .23 miles
TOTAL AREA OF PAVEMENT:
44,395 sq ft 4,933 sq yd 593 tons
ANDOVER DRE 5TH ST
A M
H
ER
S T
R D
CHESHIRE
DR
ANDOVER DR
B O
S
TO
N R
D
AIRPORT PKWY
APPROVED
12:27:53 PM
AN
O
VE
R D
R
WV
SW
10'x3.5'
SW
5.5'x3.5'
SW
5'x3.5'
SW
3'x3.5'
SW
35'x3.5'
SW
16.5'x3.5'
AA
16'x4'
SW
40.5'x3.5'
SW
3.5'x3.5'
SW
5'x3.5'
25.0'
67.5' 5.5'
5.5'
5.0'
6.0'
1+
2+
3+
PROTECT SURVEY
MARKER AT BACK
OF SIDEWALK
ANDOVER DR
MH
MH
SW
6'x3.5'
SW
6'x3.5'
SW
6'x3.5'
SW
18.5'x3.5'
SW
3.5'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
3.5'x3.5'
RDA
14'x8'
SW
12'x3.5'
19.0'
4.0'
10.0'
7.0'
6.0'
4+
5+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
24" Type "A" Curb and Gutter Unless Stated Otherwise
D R A W
IN
G
N A M
E:
A
N D
O V
ER
D R
N
E W
T O
N
C
H E
SH
IR
E D
R
O V
E R
V
IE
W
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-
-2
APPROVED
156415521546 1558
15551547 1563
MH
MH
MH
WVWV
1536 1540
1531 1537 1541
SW
8.5'x3.5'
RDA
10'x9' SW
18'x3.5'
SW
97'x3.5' SW
3.5'x3.5'
SW
66'x3.5'
SW
3.5'x3.5'
AA
13'x4'
SW
4.5'x3.5'
SW
18.5'x3.5'
SW
5'x3.5'
SW
8.5'x3.5' RDA
7.5'x5' SW 6'x3.5'
SW
5'x3.5'
RDA
22.5'x13.5'
SW
6'x3.5'
SW
6'x3.5'
SW
6'x3.5'
RDA
22.5'x3.5'
SW
5'x3.5'
SW
5'x3.5'
RDA
9'x3.5'
SW
24.5'x3.5'
SW
5'x3.5'
RDA
22.5'x10' SW
9'x3.5'
SW
6'x3.5'
SW
12'x3.5'
SW
12.5'x3.5'
SW
24'x3.5'
SW
3.5'x3.5'
SW
5'x3.5'
RDA
20.5'x8' SW
30'x3.5'
SW
3.5'x3.5'
6.0' 44.0' 12.0' 82.0' 6.0'
6.0'105.0'8.0'36.5'24.5'79.5'
6+00 7+00 8+00 9+00
AA
16'x4'
APAT
16'x8'
ANDOVER DR
ANDOVER DR
MH
WV
SW
10'x3.5'
SW
6'x3.5'
SW
6'x3.5'
SW
18'x3.5'
SW
12'x3.5'
RDA
13'x10.5'
SW
5'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
10'x3.5'
SW
10'x3.5'
SW
47.5'x3.5'
SW
3.5'x3.5'
RDA
14'x10' SW
18'x3.5'
SW
14.5'x3.5'
RDA
10'x9'
SW
6'x3.5'8.5'x3.5' SW
6'x3.5'
78.5'
5.5'
10+00
11+00
12+00
AA
RESTO
88 SQFT
AA
15'x4'
AA
RESTO
88 SQFT
AA
13'x4'
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
24" Type "A" Curb and Gutter Unless Stated Otherwise
D R A W
IN
G
N A M
E:
A
N D
O V
ER
D R
N
E W
T O
N
C
H E
SH
IR
E D
R
O V
E R
V
IE
W
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-
-2
APPROVED
CO
NCO
RD
R
D
RDA
15'x7.5'
SW
5'x3.5'
10'x3.5' SW 5'x3.5'5.5'
13+00
13+38
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:
A
N D
O V
ER
D R
N
E W
T O
N
C
H E
SH
IR
E D
R
O V
E R
V
IE
W
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-
-2
APPROVED
222317021510
18231807
16002200
1835 1837 18391829
23001503
15232304
CONVERSE AVE
C H
ES
TN
U T D
R
CONVERSE AVE
7.5'
G A R R
ETT S
T
PA
R K
PLC
H
EYEN
N
E PL
E 18TH
S
T
E 17TH
S
T
E 16TH
S
T
E 15TH
S
T
E 15TH
S
T
E 16TH
S
T
E 18TH
S
T
12'x5' S W
16' C G
8.5'x12" C
C U
R B S
W 6'x3.5' 6'x12" C C
U R B
16'
17.5
16'
17.5
43'x5' S W
50.5' C G
2 D W
P 15' C
C U
R B
18'
18'
V P
12'x36'
V P
12'x9.5'
S W
97'x5'
V P
12'x39.5'
W V
R A
IS
E W V
S W
5.5'x5'
C G
8'x2'
22.5'x5' S W
26.5' C G
2 D W
P
A
PA
T 24.5'x36'
16.5'
17'
C G
25'
S W
44.5'x5'
S W
30'x5'
A A
16'x4'
C D
A 15'x8.5'
C D
A 30'x8.5'
S W
12'x3.5'
S W
47.5'x5'
S A W
C U
T
8'
12'
8'x5' S W
10' C G
2 D W
P 5' C
C U
R B
8.5'
12'
5'x5' S W
11' C G
2 D W
P 5' C
C U
R B
S W
42'x3.5'
S W
6'x3.5'
S W
10.5'x3.5'
R D
A 10'x12'
S W
10.5'x3.5'
S W
28'x3.5'
R D
A 11'x12'
S W
10'x3.5'
S W
7.5'x3.5'
R D
A 13'x11'
S W
5'x5'
77.0'
60.5'
92.5'
69.5'
48.8'
FR
O
N T
S
TO
N E
8'x1'
90.0'
12.0' S
W 4'x5.5' S
W 6'x3.5'
R
EM
O V E
20.5'x4' S
W
S W
5'x4'
S W
6'x4'
S W
5'x4'
88.5'
65.5'
S W
5'x3.5'
R D
A 10'x10'
S W
10'x3.5'
S W
5'x3.5'
S W
5'x3.5'
S W
15'x3.5'
9.5'
9'
7'
6.5'
R D
A 31'x5'
S W
19'x3.5'
S W
20'x3.5'
S W
35.5'x3.5'
5.0'
S W
5'x4'
S W
30'x4'
S W
5'x4'
R D
A 20'x8.5'
S W
10'x4'
S W
5'x4'
S W
5'x4'
C D
A 47.5'x8.5'
S W
9.5'x3.5'
S W
27.5'x3.5'
S W
14'x3.5'
S W
5'x3.5'
R D
A 9.5'x9'
24.5'x5' S W
28' C G
2 D W
P 25' C
C U
R B
19'
19'
8'
9.5'
S W
6.5'x3.5'
S W
18'x3.5'
22.5'x5' S W
26.5' C G
2 D W
P 20' C
C U
R B
14'x5' S W
28' C G
2 D W
P 15' C
C U
R B
16.5'x5' S W
9.5' C G
2 D W
P 25' C
C U
R B
S W
4'x3.5'
17.5'
18'
17.5'
18'
W V
V P
12'x9'
S W
115'x4'
61.5'
S W
5'x4'
R D
A 12.5'x8.5'
14.5'x5' S W
6' C G
2 D W
P 15' C
C U
R B
15'x5' S W
9' C G
2 D W
P 15' C
C U
R B
S W
15'x3.5'
S W
10'x3.5'
S W
40'x3.5'
S W
40'x3.5'
S W
5'x4'
S W
5'x4'
S W
5'x4'
13.5'x5' S W
6' C G
2 D W
P 15' C
C U
R B
V P
12'x9'
R D
A 11.5'x10'
S W
98.5'x3.5'
S W
15'x3.5'
S W
9'x4'
A D
JU
S T D
O U
B
LE "A
A
" IN
LET
PO
U R N
EW
IN
V
ER
TS
A A
16'x4'
15'x5' S W
2 D W
P 15' C
C U
R B
S W
11'x4'
S W
4'x4'
S W
110'x4'
S W
12'x3.5' 19' C
G
S W
25'x3.5'
S W
10'x3.5'
S W
10'x3.5'
S W
15'x3.5'
80.0'
14'
14'
27.5'x5' S W
30.5' C G
2 D W
P 20' C
C U
R B
27.5'x5' S W
30.5' C G
2 D W
P 20' C
C U
R B
A
PA
T 25'x36'
14'
14'
16.0'
45.0'
S W
29'x4'
S W
8'x4'
R D
A 7.5'x8.5'
S W
5'x4'
S W
5'x4'
S W
5'x4'
12.0'
58.5'
14'
14'
40.0'
36.5'
25.0'
45.0'
30.0'
20.0'
15.0'
5.0'
10.0'
40.0'
115.5'
140.0'
115.0'
72.0'
60.0'
78.0'
119.5'
42.5'
43.0'
5.0'
10.0'
36.0'
5.0'
5.0'
30.0'
CONVERSE AVECONVERSE AVE
CONVERSE AVE CONVERSE AVE CONVERSE AVE CONVERSE AVE
CONVERSE AVE
LP
15'
13'
S W
12'x3.5' 12'x12" C C
U R B
W V
7.5'
8'
8'
M H
W V
M H
M H
M H M
H
M H M H M
H
M H
M H
M H
M H
M H
W V
W V W V
W V
W V
M H
M H
M H
M H
M H
W V
W V
W V
W V
W V
W V
W V
145.0'
R
EM
O V E D
ELIN
EA
TO
R
PO
S
TS
(x12) PR O
IR
TO
N
EW
M
ED
IA
N
PLA
C
EM
EN
T
5' A
PA
T N
O
T TYPIC
A L
N
EW
M
ED
IA
N
TO
B
E C O
N S
TR
U C
TED
W
ITH
TH
IS
PR
O
JEC
T
0+ 84.77
R
EM
O V E A
N D
R
ES
ET
TYPE III B
A R R
IC
A D
E
C
IT
Y O
F C H
EY
EN
N E
LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning Plates
DRAWING NO.
CALL BEFORE YOU DIG!
1-800-849-2476
N
NOT TO SCALE
ITEM UNIT QTY
REMOVE TYPE "B"
INLET, INSTALL TYPE
"A" INLET
EA 2
ASPHALT REMOVAL SQFT 325
STAMPED COLORED
CONCRETE MEDIAN
OVER CONCRETE
PAVING
SQFT 375
STAMPED COLORED
CONCRETE MEDIAN
OVER COMPACTED
BASE
SQFT 203
8"X 6" CURB HEAD
OVER CONCRETE
PAVING
LF 129.5
8"X 12" CURB HEAD
OVER COMPACTED
BASE
LF 191
R&R CONC PAVING SQFT 42
MEDIAN NOSING SQFT 11.25
DETECTABLE
WARNING PLATES EACH 26
CONVERSE AVE.
CLASSIFICATION:
Principal Arterial
TOTAL LENGTH:
2,393' or .47 miles
TOTAL AREA OF PAVEMENT:
130,070 sq ft 14,453 sq yd 1,738 tons
D R A W
IN
G
N A M
E:
C
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
A B
24" Type "A" Curb and Gutter Unless Stated Otherwise
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-
-2
CONVERSE AVE
E
LI
N C O
LN
W
A Y
C H
ES
TN
U T
D R
PA
R K P
L
E
TH
S
T
G A R R
ET
T S T
C H
EY
EN
N E
PL
E
TH
S
T
E
TH
S
T
E
TH
S
T
E
TH
S
T
E
LI
N C O
LN
W
A Y
E
TH
S
T
E
TH
S
T
E
TH
S
T
ITEM UNIT QTY
COLD ASPHALT
MILLING
SQYD 14,453
APAV, 2" TON 1,738
APAT, 6" SQ YD
MH, W/ COLLAR EACH 18
WV, W/ COLLAR EACH 22
SW,4" SQ FT 6,405
C&G, 24" TYPE "A" LN FT
LANDSCAPING,
TYPE "C" CURB LN FT 533
AA, 8" SQ FT
FILLET, 8" SQ FT 748
VP, 8" SQ FT 1,236
RDA, 6" SQ FT 1,191
CDA 8" SQ FT 787
ADJUST INLET
TYPE "AA" EACH 1
ITEM UNIT QTY
CW BARS, W/
CONTRAST, ON APAV SQ FT 220
COMBI RIGHT ARROWS EACH 1
COMBI LEFT ARROWS EACH 1
LEFT ARROWS EACH 2
RIGHT ARROWS EACH 4
STRAIGHT ARROWS EACH 2
4" WHITE SKIP LN FT 1,110
8" WHITE SOLID LN FT 532
4" YELLOW SOLID LN FT 4,477213
2,530
APPROVED
12:27:46 PM
EAST LINCOLNWAY
12'x5' SW
16' CG
8.5'x12"
C CURB
SW
6'x3.5' 6'x12"
C CURB
SW
97'x5'
12'x39.5'
SW
5.5'x5'
CG
8'x2'
16.5'
17'
CG
25'
77.0'
60.5'
C O
N V
ER
S E
A V E
15'
13'
SW
12'x3.5' 12'x12"
C CURB
MH
WV
1+
2+
3+
0+84.77
E 15TH ST
E 15TH ST
16'
17.5
16'
17.5
43'x5' SW
50.5' CG
2 DWP
15' C CURB
18'
18'
VP
12'x36'
VP
12'x9.5'
VP
12'x39.5'
WV
RAISE WV
22.5'x5' SW
26.5' CG
2 DWP
APAT
24.5'x36'
SW
44.5'x5'
SW
30'x5'
AA
16'x4'
CDA
15'x8.5'
CDA
30'x8.5'
SW
47.5'x5'
SW
28'x3.5'
RDA
11'x12'
SW
10'x3.5'
SW
7.5'x3.5'
RDA
13'x11'
SW
5'x5'
92.5'
69.5'
48.8'
C O
N V
ER
S E
A V E
WV
MH
MH
4+
5+
145.0'
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
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
A B
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-
-2
24" Type "A" Curb and Gutter Unless Stated Otherwise
EAST LINCOLNWAY
APPROVED
12:27:54 PM
E 16TH ST
E 16TH ST
SW
12'x3.5'
SAW
CUT
8'
12'
8'x5' SW
10' CG
2 DWP
5' C CURB
8.5'
12'
5'x5' SW
11' CG
2 DWP
5' C CURB
SW
42'x3.5'
SW
6'x3.5'
SW
10.5'x3.5'
RDA
10'x12'
SW
10.5'x3.5'
SW
FRONT
STONE
8'x1'
90.0'
12.0'
SW
4'x5.5'
SW
6'x3.5'
AA
SQFT
SW
5'x4'
SW
6'x4'
88.5'
65.5'
SW
5'x3.5'
5.0'
LP
MH
MH
6+
7+
8+
17.6'
C O
N V
ER
S E
A V E
E 17TH ST
SW
5'x4'
RDA
10'x10'
SW
10'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
15'x3.5'
9.5'
9'
7'
6.5'
RDA
31'x5'
SW
19'x3.5'
SW
20'x3.5'
SW
5'x4'
SW
30'x4'
SW
5'x4'
16.5'x5' SW
9.5' CG
2 DWP
25' C CURB
SW
4'x3.5'
42.5'
43.0'
5.0'
10.0'
36.0'
MH
MH
MH
WV
8+
9+
WV
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
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
A B
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-
-2
24" Type "A" Curb and Gutter Unless Stated Otherwise
APPROVED
E 18TH ST
SW
35.5'x3.5'
SW
RDA
20'x8.5'
SW
10'x4'
SW
5'x4'
SW
5'x4'
CDA
47.5'x8.5'
SW
9.5'x3.5'
SW
27.5'x3.5'
SW
14'x3.5'
SW
5'x3.5'
RDA
9.5'x9'
SW
6.5'x3.5'
22.5'x5' SW
26.5' CG
2 DWP
20' C CURB
14'x5' SW
28' CG
2 DWP
15' C CURB
17.5'
18'
17.5'
18'
WV
VP
12'x9'
115.0'
72.0'
60.0'
78.0'
119.5'
30.0'
C O
N V
ER
S E
A V E
WV
7.5'
CHEYENNE PL
E 18TH ST
24.5'x5' SW
28' CG
2 DWP
25' C CURB
19'
19'
8'
9.5'
SW
18'x3.5'
SW
115'x4'
61.5'
SW
5'x4'
RDA
12.5'x8.5'
14.5'x5' SW
6' CG
2 DWP
15' C CURB
15'x5' SW
9' CG
2 DWP
15' C CURB
SW
15'x3.5'
SW
10'x3.5'
SW
5'x4'
SW
5'x4'
SW
5'x4'
13.5'x5' SW
6' CG
2 DWP
15' C CURB
VP
12'x9'
140.0'
115.0'
5.0'
C O
N V
ER
S E
A V E
C O
N V
ER
S E
A V E
7.5'
8'
8'
MH
MH
WV
WV
WV
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
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
A B
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-
-2
24" Type "A" Curb and Gutter Unless Stated Otherwise
APPROVED
C O
N V
ER
S E
A V E
SW
40'x3.5'
SW
40'x3.5'
13.5'x5' SW
RDA
11.5'x10'
SW
98.5'x3.5'
SW
15'x3.5'
SW
9'x4'
30.0'
20.0'
15.0'
5.0'
10.0'
40.0'
115.5'
MH
CHESTNUT DR
GARRETT ST
15'x5' SW
2 DWP
15' C CURB
SW
12'x3.5'
19' CG
SW
25'x3.5'
SW
10'x3.5'
SW
10'x3.5'
SW
15'x3.5'
SW
8'x4'
RDA
7.5'x8.5'
SW
5'x4'
SW
5'x4'
SW
5'x4'
12.0'
58.5'
14'
14'
40.0'
36.5'
25.0'
45.0'
5.0'
C O
N V
ER
S E
A V E
MH
MH
WV
WV
MH
WV
WV
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
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
A B
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-
-2
24" Type "A" Curb and Gutter Unless Stated Otherwise
APPROVED
PARK PL
SW
110'x4'
80.0'
14'
14'
27.5'x5' SW
30.5' CG
2 DWP
20' C CURB
27.5'x5' SW
30.5' CG
2 DWP
20' C CURB
APAT
25'x36'
14'
14'
SW
29'x4'
C O
N V
ER
S E
A V E
MH
MH
WV
WV
REMOVE AND RESET
TYPE III BARRICADE
ADJUST DOUBLE "AA" INLET
POUR NEW INVERTS
AA
16'x4'
SW
11'x4'
SW
4'x4'
16.0'
45.0'
MH MH
REMOVE DELINEATOR
POSTS (x12) PROIR
TO NEW MEDIAN
PLACEMENT
5' APAT
NOT TYPICAL
NEW MEDIAN
TO BE
CONSTRUCTED
WITH
THIS PROJECT
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
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
A B
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-
-2
24" Type "A" Curb and Gutter Unless Stated Otherwise
REMOVE AND
RESTET TYPE III
BARRICADE
REMOVE TYPE
"B" INLET,
INSTALL NEW
TYPE "A" INLET
REMOVE TYPE
"B" INLET,
INSTALL NEW
TYPE "A" INLET
APPROVED
93°'
NEW COLORED STAMPED CONCRETE MEDIAN
158' LONG, 3'8" WIDE WITH
6"HIGH BY 8" WIDE CURB HEAD.
SEE DETAILS, DWG 12
93°'
SLOPE NOSING
FROM 6" TO ASPHALT
FINISH GRADE
REMOVE 42 SQFT CONCRETE
PAVING AND NOSE AND
REPLACE WITH 10"
FLAT CONCRETE PAVING
PRIOR TO PLACING NEW MEDIAN
5.0' 8"
6.3'
6.0'
EXISTING
MANHOLE
TO REMAIN
TYPICAL
NOTES:
-MEDIAN AT CONCRETE PAVING TO BE DOWELLED AND PLACED OVER EXISTING CONCRETE.
-MEDIAN AT ASPHALT PAVING WILL REQURE REMOVAL OF 325 SQFT OF (5") ASPHALT AND 7"
OF EXISTING BASE MATERIAL. THE ASPHALT MATERIAL REMOVAL FOR A 2' PATCH IS INCLUDED SEPERATELY
WITH THE 31 SQYD OF APAT
7.8' 68.0' 52.4' 25.6' 3.0'
162.9'
EXISTING CONCRETE PAVING EXISTING ASPHALT PAVING
64.5'
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"=20'
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
C
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
A B
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-
-2
24" Type "A" Curb and Gutter Unless Stated Otherwise
SCALE: 1"=30' APPROVED
12:27:55 PM
#4 EPOXY
COATED REBAR
12"
EXISTING
10" CONC
PAVING
6"X 8" CONC
MODIFIED
CURB
#4 EPOXY
COATED REBAR
SEE WYDOT
DOWELD MEDIAN
DETAIL
EXISTING
10"
CONCRETE
NOT TO SCALE
NEW 6" CURB HEAD
#4 EPOXY
COATED REBAR
12"
NEW CRUSHED BASE 6"
6"X 8" CONC
MODIFIED
CURB
TYPICAL MODIFIED CURB DETAIL
OVER CRUSHED BASE
NOT TO SCALE
SUBGRADE
TYPICAL MODIFIED CURB DETAIL
OVER EXISTING CONCRETE PAVING
#4 EPOXY
COATED REBAR
SEE WYDOT
MEDIAN DETAIL
EXISTING
10"
CONCRETE
NEW 6" CURB HEAD
TYPICAL MODIFIED LONGITUDINAL CURB DETAIL
OVER CRUSHED BASE
TYPICAL MODIFIED LONGITUDINAL CURB DETAIL
OVER EXISTING CONCRETE PAVING
NOT TO SCALE
NOT TO SCALE
6" CONC
NOSE
NEW 6" CURB HEAD
#4 EPOXY
COATED REBAR
SEE WYDOT
DOWELD MEDIAN
DETAIL
#4 EPOXY
COATED REBAR
SEE WYDOT
DOWELD MEDIAN
DETAIL
EXISTING
10"
CONCRETE
WIDTH
VARIES
TYPICAL CURB CUT DETAIL
NOT TO SCALE
TYPICAL MEDIAN NOSE DETAIL
NOT TO SCALE
NEW 6" CURB HEAD
12" CONC ROAD
SURFACING
EXISTING CRUSHED
BASE 6" - 10", VARIES
SLOPE
MEDIAN
@ 6%
EXISTING CONCRETE PAVING 10"
TBOC
CURB HEAD 6"
TOP OF MEDIAN
TOP OF ROAD
SUBGRADE
#4 EPOXY
COATED REBAR
SEE WYDOT
DOWELD MEDIAN
DETAIL
#4 EPOXY
COATED REBAR
LONGITUDINALLY PLACED
SEE WYDOT DOWELD
MEDIAN DETAIL
TYPICAL MEDIAN SECTION OVER EXISTING CONCRETE PAVING
NOT TO SCALE
CURB
HEAD
8"
2"
4" 4"18" 18"
MEDIAN 3'8"
1.0'
NOT TO SCALE
TYPICAL MEDIAN SECTION OVER NEW CRUSHED BASE
6"
NEW CRUSHED
BASE 6"
NEW CRUSHED
BASE 10"
STAMPED, COLORED CONCRETE 6"
SUBGRADE
ASPHALT
PAVING
CURB HEAD
CURB
HEAD
8" MEDIAN 6% SLOPE
DRAWING NO.
12CALL BEFORE YOU DIG!
1-800-849-2476
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
C
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
A B
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-
-2
APPROVED
CONVERSE AVE
C H
ES
TN
U T D
R
CONVERSE AVE
G A R R
ETT S
T
PA
R K
PL
C H
EYEN
N
E PL
E 18TH
S
T
E 17TH
S
T
E 16TH
S
T
E 15TH
S
T
E 15TH
S
T
E 16TH
S
T
E 18TH
S
T
CONVERSE AVECONVERSE AVE CONVERSE AVE
CONVERSE AVE
CONVERSE AVE CONVERSE AVE
CONVERSE AVE
8" S O
LID
W
H
ITE
TYPIC
A L 4" D
O U
B
LE YELLO
W
4" S
PA
C
IN
G
TYPIC
A L
4" S
IN
G
LE W
H
ITE
D A S H
TYPIC
A L
222317021510
18231807
16002200
1835 1837 18391829
23001503
15232304
DRAWING NO.
CALL BEFORE YOU DIG!
1-800-849-2476
N
NOT TO SCALE
C
IT
Y O
F C H
EY
EN
N E
D R A W
IN
G
N A M
E:
C
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
A B
S
TR
IP
IN
G
L A
YO
U T
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
LEGEND
White Paint Line
Yellow Paint Line
Thermoplastics
ITEM UNIT QTY
CW BARS, W/
CONTRAST, ON APAV SQ FT 220
COMBI RIGHT ARROWS EACH 1
COMBI LEFT ARROWS EACH 1
LEFT ARROWS EACH 2
RIGHT ARROWS EACH 4
STRAIGHT ARROWS EACH 2
4" WHITE SKIP LN FT 1110
8" WHITE SOLID LN FT 375
4" YELLOW SOLID LN FT 4,477
D R A W
N B
Y:
J
N D
A
TE
1-
-2
CONVERSE AVE
E
LI
N C O
LN
W
A Y
C H
ES
TN
U T
D R
PA
R K P
L
E
TH
S
T
G A R R
ET
T S T
C H
EY
EN
N E
PL
E
TH
S
T
E
TH
S
T
E
TH
S
T
E
TH
S
T
E
LI
N C O
LN
W
A Y
E
TH
S
T
E
TH
S
T
E
TH
S
T
APPROVED
Apr. 23 2026
12:27:55 PM
NOTE:
A PRE STRIPING MEETING WITH THE GENERAL
CONTRACTOR, STRIPING CONTRACTOR, AND A CITY
OF CHEYENNE CONSTRUCTION DEPARTMENT
REPRESENTATIVE MUST TAKE PLACE PRIOR TO
PLACEMENT OF ANY STRIPING OR THERMOPLASTIC
MATERIAL.
E 15TH ST
O
N V
ER
S E
A V E
8" SOLID WHITE
TYPICAL
4" DOUBLE YELLOW,
4" SPACING TYPICAL
4" SINGLE WHITE
DASH TYPICAL
E 16TH ST
E 15TH ST
C O
N V
ER
S E
A V E
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
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
IP
IN
G
L A
YO
U T
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
LEGEND
White Paint Line
Yellow Paint Line
Thermoplastics
D R A W
N B
Y:
J
N D
A
TE
1-
-2
EAST LINCOLNWAY APPROVED
N V
ER
S E
A V E
E 17TH ST
E 16TH ST
E 16TH ST
C O
N V
ER
S E
A V E
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
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
IP
IN
G
L A
YO
U T
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
LEGEND
White Paint Line
Yellow Paint Line
Thermoplastics
D R A W
N B
Y:
J
N D
A
TE
1-
-2
APPROVED
E 18TH ST
E 18TH ST
C O
N V
ER
S E
A V E
CHEYENNE PL
C O
N V
ER
S E
A V E
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
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
IP
IN
G
L A
YO
U T
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
LEGEND
White Paint Line
Yellow Paint Line
Thermoplastics
D R A W
N B
Y:
J
N D
A
TE
1-
-2
APPROVED
12:27:56 PM
N V
ER
S E
A V E
GARRETT ST
C O
N V
ER
S E
A V E
CHESTNUT DR
PARK PL
C O
N V
ER
S E
A V E
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
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
IP
IN
G
L A
YO
U T
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
LEGEND
White Paint Line
Yellow Paint Line
Thermoplastics
D R A W
N B
Y:
J
N D
A
TE
1-
-2
APPROVED
N V
ER
S E
A V E
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
O N
V
ER
S E
A V E, L
IN
C O
LN
W
A Y
TO
R
IP
IN
G
L A
YO
U T
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
LEGEND
White Paint Line
Yellow Paint Line
Thermoplastics
D R A W
N B
Y:
J
N D
A
TE
1-
-2
APPROVED
8006505 748
911919939 929
910930 900 828
818 810
825 803819
840920940 850
6419 6419
811839
EVERS BLVD
RIDGELAND ST
A R R O
W P
L
A N
TE
LO
PE
A
V E
EL
K A
V E
B U
FF
A
LO
A V E
RIDGELAND ST
RIDGELAND ST
RIDGELAND ST
SW
16'x3.5'
SW
CHASE
2'x3.5' SW
10'x3.5'
SW
19'x3.5'
RDA
14'x11'
89.0'
SW
5'x3.5'
SW
5.5'x3.5'
SW
5'x3.5'
RDA
20'x12'
SW
6'x3.5'
SW
5'x3.5'
SW
10'x3.5'
SW
20'x3.5'
SW
97'x3.5'
RDA
24'x10.5'
SW
5'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
15'x3.5'
SW
96'x3.5'
RDA
11'x8.5' SW
99'x3.5'
RDA
18'x3.5'
RDA
21'x8.5' SW
14.5'x3.5'
SW
65.5'x3.5'
RDA
11.5'x8.5'
RDA
13.5'x8.5' SW
15'x3.5'
SW
13'x3.5'
RDA
22'x9'
SW
5'x3.5' RDA
22'x8.5'
SW
37'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
15'x3.5'
SW
5x3.5'
RDA
11.5'x3.5'
160.0'
100.0' 34.0' 10.0' 10.0'
20.0' 51.5' 258.5'
10.0' 10.0' 18.0' 37.0' 65.5' 82.0'
41.0' 99.5'
SW
23'x3.5' RDA
20'x8.5'
SW
67'x3.5'
RDA
23'x8.5'
RDA
22'x9'
SW
26'x3.5'
SW
45.5'x3.5'
SW
58.5'x3.5'
RDA
11'x3.5'
RDA
10'x8.5'
RDA
37'x8.5' SW
15'x3.5'
RDA
16.5'x8.5'
RDA
37'x8.5'
SW
15'x3.5'
SW
75'x3.5'
SW
83'x3.5'
SW
23'x3.5'
SW
3'x3.5'
SW
7'x3.5'
SW
3'x3.5'
131.5' 313.5'
22.5' 174.0' 153.0'
SW
3'x3.5'
SW
20'x3.5'
SW
7'x3.5'
RDA
18.5'x8.5'
SW
5'x3.5' SW
10'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
40'x3.5'
SW
5'x3.5'
SW
5'x3.5' RDA
12.5'x3.5'
SW
14.5'x3.5'
RDA
5'x3.5'
SW
40'x3.5'
99.5' 45.0'
30.5' 5.0' 5.0' 38.0'
10.0' 5.0'5.0'
SW
30'x3.5'
30.0'WV
WV WV
MH MH MHMHMH
44.5'
57.5'
60.0'
C
IT
Y O
F C H
EY
EN
N E
LEGEND
Remove and Replace Concrete
Remove and Replace Asphalt
Detectable Warning Plates
DRAWING NO.
CALL BEFORE YOU DIG!
1-800-849-2476
N
NOT TO SCALE
RIDGELAND ST.
CLASSIFICATION:
Local
TOTAL LENGTH:
1,712' or .32 miles
TOTAL AREA OF PAVEMENT:
61,641 sq ft 6,849 sq yd 824 tons
D R A W
IN
G
N A M
E:
R
ID
G
EL
A N
D S
T- B
U
FF
A
LO
E A V E
TO
E
V
ER
S B
LV
D
24" Type "B" Curb and Gutter Unless Stated Otherwise
RIDGELAND
A R R O
W P
L
EVERGREEN STRANGER DR
B U
FF
A
LO
A V E
EL
K A
V E
A N
TE
LO
PE
A
V E
EVERS BLVD
D R A W
N B
Y:
J
N D
A
TE
1-
-2
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
ITEM UNIT QTY
COLD ASPHALT
MILLING
SQYD 6,849
APAV, 2" TON 824
APAT, 4" SQ YD 524
MH, W/ COLLAR EACH 5
WV, W/ COLLAR EACH 4
SW,4" SQ FT 4,399.5
C&G, 24" TYPE "B" LN FT 2,326
LANDSCAPING,
TYPE "C" CURB LN FT 360
RDA, 6" SQ FT 3,293.5
SW CHASE, 2'x3.5' SQFT 7
ST
APPROVED
919939 929
930 920940
B U
FF
A
LO
A V E
RIDGELAND ST
SW
16'x3.5'
SW
CHASE
2'x3.5' SW
10'x3.5'
SW
19'x3.5'
RDA
14'x11'
89.0'
SW
5'x3.5'
SW
5.5'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
10'x3.5'
SW
20'x3.5'
SW
97'x3.5'
RDA
24'x10.5'
SW
5'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
15'x3.5'
160.0'
100.0' 34.0' 10.0' 10.0'
20.0' 51.5'
10.0' 10.0'
0+00 1+00 2+00 3+00 4+00
WV
MH
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
N B
Y:
J
N D
A
TE
-1 5-
D R A W
IN
G
N A M
E:
R
ID
G
EL
A N
D S
T- B
U
FF
A
LO
E A V E
TO
E
V
ER
S B
LV
D
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
24" Type "B" Curb and Gutter Unless Stated Otherwise
APPROVED
12:27:57 PM
910 900
840850
RIDGELAND ST
EL
K A
V E
5'x3.5'
RDA
20'x12'
SW
6'x3.5'
SW
96'x3.5'
RDA
11'x8.5' SW
99'x3.5'
RDA
18'x3.5'
RDA
21'x8.5' SW
14.5'x3.5'
SW
65.5'x3.5'
RDA
11.5'x8.5'
RDA
13.5'x8.5' SW
15'x3.5'
SW
13'x3.5'
RDA
22'x9'
SW
5'x3.5' RDA
22'x8.5'
SW
37'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
15'x3.5'
SW
5x3.5'
RDA
11.5'x3.5'
258.5'
18.0' 37.0' 65.5' 82.0'
41.0' 99.5'
4+00 5+00 6+00 7+00 8+00WV
MH
828 818 810
825 803819 811
A R R O
W P
L
A N
TE
LO
PE
A
V E
RIDGELAND ST
13.5'x8.5'
SW
23'x3.5' RDA
20'x8.5'
SW
67'x3.5'
RDA
23'x8.5'
RDA
22'x9'
SW
26'x3.5'
SW
45.5'x3.5'
SW
58.5'x3.5'
RDA
11'x3.5'
RDA
10'x8.5' SW
15'x3.5'
RDA
16.5'x8.5'
RDA
37'x8.5'
SW
15'x3.5'
SW
75'x3.5'
SW
83'x3.5'
SW
23'x3.5'
SW
3'x3.5'
SW
7'x3.5'
SW
3'x3.5'
131.5' 313.5'
22.5' 174.0' 153.0'
SW
30'x3.5'
30.0'
9+00
10+00 11+00 12+00 13+00WV
MH
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
N B
Y:
J
N D
A
TE
-1 5-
D R A W
IN
G
N A M
E:
R
ID
G
EL
A N
D S
T- B
U
FF
A
LO
E A V E
TO
E
V
ER
S B
LV
D
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
24" Type "B" Curb and Gutter Unless Stated Otherwise
APPROVED
706 EVERS BLVD
RIDGELAND ST
RDA
37'x8.5'
15'x3.5'
SW
3'x3.5'
SW
20'x3.5'
SW
7'x3.5'
RDA
18.5'x8.5'
SW
5'x3.5' SW
10'x3.5'
SW
5'x3.5'
SW
5'x3.5'
SW
40'x3.5'
SW
5'x3.5'
SW
5'x3.5' RDA
12.5'x3.5'
SW
14.5'x3.5'
RDA
5'x3.5'
SW
40'x3.5'
99.5' 45.0'
30.5' 5.0' 5.0' 38.0'
10.0' 5.0'5.0'
17+12
14+00 15+00 16+00
17+00
MH MH
44.5'
57.5'
60.0'
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
N B
Y:
J
N D
A
TE
-1 5-
D R A W
IN
G
N A M
E:
R
ID
G
EL
A N
D S
T- B
U
FF
A
LO
E A V E
TO
E
V
ER
S B
LV
D
JO
B T
IT
LE
C
IT
Y
O V
ER
LA
Y
24" Type "B" Curb and Gutter Unless Stated Otherwise
APPROVED
ASPHALT CUT FOR INSIDE CORNERS
SHALL BE AT 45 DEGREE ANGLE TO
DECREASE CHIPPING OF ASPHALT
ASPHALT INSIDE CORNERS DETAIL
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
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
S S
H
EE
T
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-
-2
APPROVED
File details come from the government source that posted it. Updated .