S-11-26_PLANS.pdf
PDF 2 MB Posted
- Attached to
- Parsley Boulevard Greenway Connectors
- Solicitation number
- S-11-26
- Issued by
- Natrona County, Wyoming
About this file
This is a construction plans document for the Parsley Boulevard Greenway Connectors project in Cheyenne, Wyoming, prepared by the Department of Municipal Housing (DMH) and certified by professional engineer Darci M. Hendon. The project encompasses installation of approximately 640 linear feet of new 10-foot-wide concrete sidewalk along Parsley Boulevard, removal and replacement of existing curb, gutter, and sidewalk elements, installation of new Type A curb and gutter with asphalt patching, replacement of asphalt drive approaches, installation of crushed base material in the alley, installation of drainage appurtenances including 18-inch reinforced concrete pipe culverts and inlet boxes, and relocation of signage and Greenway fence. The construction is divided into north and south greenway sections with detailed plan and profile drawings showing existing ground conditions, proposed grades, vertical curves, and specific elevation data. All concrete is specified at 4500 PSI with fiber mesh reinforcement. The contractor is explicitly prohibited from conducting any work or storing materials within Interior Heights Addition Blocks 32 and 33, which are designated as private property. The project was approved on June 17 and June 18, 2025.
The contractor shall obtain a right-of-way permit from the City of Cheyenne and submit a construction traffic control plan addressing vehicular and pedestrian traffic in accordance with City of Cheyenne, Board of Public Utilities Construction Specifications, and the Manual of Uniform Traffic Control Devices. Prior to construction, the contractor must submit a Notice of Intent to the Wyoming Department of Environmental Quality for coverage under the state's general NPDES permit for stormwater discharge, including development of a pollution prevention plan utilizing best management practices. The contractor is responsible for all safety aspects including excavation, trenching, shoring, and traffic control, and must provide at least two working days' advance notice to the City of Cheyenne before commencing earth-disturbing or construction activities. No work is permitted within the public right-of-way on weekends or holidays without written approval. The contractor must protect all utilities during construction, coordinate with appropriate utility crossings, and is responsible for full site restoration and re-vegetation of disturbed areas upon completion. All public improvements shall be free from material and workmanship defects for two years following final acceptance by the City of Cheyenne, and all work must comply with the City of Cheyenne and Board of Public Utilities Construction Specifications and Standard Details, most current edition.
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Text version
DRAWING
PROJECT MANAGER: DMH
DATE:
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REVISION:
DRAWING INDEX
CONSTRUCTION PLANS
PARSLEY BLVD. GREENWAY
VICINITY MAP
APPROVALS
CERTIFICATE OF ENGINEER
TITLE SHEET
TYPICAL SECTIONS AND NOTES
SOUTH SECTION:
GREENWAY PLAN AND PROFILE
NORTH SECTION:
GREENWAY PLAN AND PROFILES
3rd ST DETAILS
4-5
I, DARCI M. HENDON, HEREBY CERTIFY THAT THE DESIGN OF
THESE PLANS WAS PERFORMED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY REGISTERED
PROFESSIONAL ENGINEER IN THE STATE OF WYOMING.
JUNE 2025
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6-2-2025
SOUTH PATH
NORTH PATH
APPROVED
Jun. 17 2025
11:47:36 AM
Docusign Envelope ID: 2DC36A05-0024-425A-9D99-21BE8E204B64
June 17, 2025
June 17, 2025
June 18, 2025
DRAWING
PROJECT MANAGER: DMH
DATE:
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REVISION:
CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE CITY OF CHEYENNE. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN THAT ADDRESSES BOTH VEHICULAR AND PEDESTRIAN TRAFFIC IN ACCORDANCE WITH THE CITY OF CHEYENNE AND BOARD OF PUBLIC UTILITIES CONSTRUCTION SPECIFICATIONS AND STANDARD DRAWINGS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL SUBMIT TO THE WYOMING DEPARTMENT OF ENVIRONMENTAL QUALITY (WDEQ) A "NOTICE OF INTENT" (NOI) FOR COVERAGE UNDER THE STATE'S GENERAL NPDES PERMIT FOR STORM WATER DISCHARGE FROM CONSTRUCTION SITES. IN ACCORDANCE WITH THIS PERMIT, THE CONTRACTOR SHALL DEVELOP A POLLUTION PREVENTION PLAN UTILIZING BEST MANAGEMENT PRACTICES (BMP) BEFORE SUBMITTING THE NOI TO THE WDEQ. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING STORM WATER CONTROL PERMITS, AND FOR PREPARING AND MAINTAINING A STORM WATER MANAGEMENT PLAN. THE CONTRACTOR SHALL CONTROL STORM WATER RUNOFF AND DUST, AND PREVENT TRACKING OF MUD DURING ALL CONSTRUCTION ACTIVITIES PER STATE AND FEDERAL REQUIREMENTS THROUGHOUT THE CONSTRUCTION SITE AND UNTIL RE-VEGETATION HAS BEEN RE-ESTABLISHED. THE CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SEDIMENT AND EROSION CONTROL MAINTENANCE AND FULL REHABILITATION OF ALL DAMAGED IMPROVEMENTS, INCLUDING CULVERTS, TO ORIGINAL OR BETTER CONDITIONS.
THE CONTRACTOR SHALL NOTIFY THE CITY OF CHEYENNE AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ACTIVITY ON ANY AND ALL PUBLIC IMPROVEMENTS. ALL SUBSEQUENT INSPECTIONS REQUIRE THE SAME 24 HOUR ADVANCE NOTICE. THERE SHALL BE NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY ON SATURDAYS, SUNDAYS, OR HOLIDAYS UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CITY
OF CHEYENNE CONSTRUCTION SERVICES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY, INCLUDING. BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL AND SECURITY. THE CITY OF CHEYENNE AND THE ENGINEER EXERCISE NO CONTROL OF THE SAFETY OR ADEQUACY OF ANY EQUIPMENT, BUILDING COMPONENTS, SCAFFOLDING, FORMS, OR OTHER WORK AIDS USED IN OR ABOUT THE PROJECT, OR IN SUPERVISION OF THE SAME
THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY
CROSSING REQUIRED.
UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER, THAN THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. THIS INCLUDES GRADING AND RE-SEEDING OF ALL DISTURBED AREAs INCLUDING STAGING AREAS AND ROUTES USED TO ACCESS THE SITE.
EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTER, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED, OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE
INDICATED ON THESE PLANS.
AFTER FINAL ACCEPTANCE BY THE CITY OF CHEYENNE, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE FREE FROM MATERIAL AND
WORKMANSHIP DEFECTS FOR A PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CHEYENNE AND BOARD OF PUBLIC UTILITIES CONSTRUCTION SPECIFICATIONS AND
STANDARD DETAILS, MOST CURRENT EDITION.
ALL CONCRETE SHALL BE 4500 PSI WITH FIBER MESH REINFORCEMENT.
GENERAL CONSTRUCTION NOTES
JUNE 2025
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APPROVED
Jun. 17 2025
11:47:41 AM
Docusign Envelope ID: 2DC36A05-0024-425A-9D99-21BE8E204B64
4.
1%
11.0%
5.
8%
7.0%
0+
1+00 2+00 2+45
ST
A
1+
.6
ST
A
1+
.2
0+00 0+50 1+00 1+50 2+00 2+45
3.39%
0.50%
-1.82%
-5.00%
PV
I S
TA
+0 9.
EL
EV
2.
76 PV
I S
TA
+2
8.
EL
EV
4.
PV
I S
TA
+3 4.
EL
EV
3.
20.0' VC
PVI STA 0+95.00
PVI ELEV = 6125.64
A.D. = 2.89
K = 6.92
BV
C
S
TA
+8
BV
C E
LE
V
.3
EV
C
S
TA
+0
EV
C E
LE
V
.6
12.0' VC
HIGH PT ELEV = 6125.83
HIGH PT STA = 1+32.25
PVI STA 1+36.00
PVI ELEV = 6125.85
A.D. = 2.67 K = 4.50
BV
C
S
TA
+3
BV
C E
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V
.8
EV
C
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TA
+4
EV
C E
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.7
DRAWING
PROJECT MANAGER: DMH
JUNE 2025DATE:
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REVISION:
N
0 10 20
EXISTING GROUND
PROPOSED GRADE AT
WEST EDGE OF CONCRETE
SOUTH GREENWAY
S. PARSLEY BLVD.
W . J
E F
F E
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SO
N R
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PLATTED ALLEY
P
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RELOCATE GREENWAY FENCE TO THIS
LOCATION TO SHIELD GUY WIRES. FENCE
TO BE 2' FROM EDGE OF CONCRETE
RELOCATE GREENWAY
STOP SIGN HERE
GREENWAY STOP SIGN TO BE
RELOCATED TO JEFFERSON ST.
GREENWAY FENCE TO RELOCATED
TO EAST SIDE OF ALLEY
R25'
R
8" CONCRETE
176.6°
8" CONCRETE
EXISTING EDGE OF ASPHALT
(REMOVE ASPHALT AND SEED)
.0
TIE TO EXISTING GREENWAY
CONCRETE WITH SEALED
EXPANSION JOINT
LIMITS OF GRADING (TYP)
GRADE TO DRAIN TO THE SOUTH AS SHOWN
.0
INSTALL 6" CRUSHED BASE
IN ALLEY FOR 10' FROM
GREENWAY
16.0'
APPROACH3
.8
R25.0'
5.0
REMOVE EXISTING SLOPING
SIDEWALK AT END OF
APPROACH, TO NEAREST JOINT
NEW TYPE 'A' CURB AND GUTTER
SAWCUT ASPHALT PAVEMENT JUST EAST OF THE EXISTING
SHOULDER LINE, REPLACE ASPHALT/ASPHALT PATCH
EDGE OF CONCRETE TO BE 2' FROM GAS LINE MARKER
APPROVED
Jun. 17 2025
0.
6%
1.4%
1.
5%
TOS 6104.47
4.8% 1.
5%
STA 5+27.12
END 12' TO 10' WIDENING
STA 5+95.01
CROSS SLOPE FULLY REVERSED
4.0:1
3.3:1
5+00
6+00 7+00
5+00 5+50 6+00 6+50 7+00 7+25
-4.40%
-2.74%
PV
I S
TA
+0 3.
EL
EV
8.
60.0' VC
PVI STA 6+25.00
PVI ELEV = 6103.31
A.D. = 1.66 K = 36.12
BC
V
ST
A
5+
.0
BV
C
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.6
EC
V
ST
A
6+
.0
EV
C
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.4
DRAWING
PROJECT MANAGER: DMH
JUNE 2025DATE:
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REVISION:
EXISTING GROUND
PROPOSED GRADE AT WEST EDGE OF CONCRETE
NORTH GREENWAY
PARSLEY BLVD.
INTERIOR HEIGHTS ADDITION BLOCKS 32 & 33: PRIVATE PROPERTY, STAY OFF
ARP AVE.
EDGE OF EXISTING ASPHALT
N
0 10 20
M A
T C
H L
IN
E
ST
A
T
IO
N
5.6' REMOVE AND REPLACE
EXIST. SLOPED CONCRETE
SIDEWALK AND CURB AT JOINT
TIE TO EXISTING SIDEWALK WITH
A SEALED EXPANSION JOINT
.0
.0
EAST FORM SHALL BE SET TO 4.8%
TO ALLOW CROSS SLOPE TO
REVERSE AND NOT EXCEED 5.0%
137': DO NOT GRADE ONTO PRIVATE PROPERTY. MAINTAIN 4:1 SLOPE FOR 8', THEN NO MORE THAN 3:1 SLOPE TO EDGE OF PRIVATE PROPERTY
.0
:1
.0
:1
M A
X
LIMITS OF GRADING (TYP)
NEW TYPE 'A' CURB AND GUTTER AND ASPHALT PATCH
APPROVED
Jun. 17 2025
1.5%
7.0%
1.5%
1.
5%
4.0:1
7+00 8+00 9+00
9+58
1+44
1+00 1.0%
3.9%
7+00 7+50 8+00 8+50 9+00 9+50 9+58
-0.65%
-1.46%
-4.78% -1.09% 2.53%
0.50%
PV
I S
TA
+7 5.
EL
EV
9.
PV
I S
TA
+4 2.
EL
EV
7.
PV
I S
TA
+5 2.
EL
EV
7.
PV
I S
TA
+5 2.
EL
EV
7.
PV
I S
TA
+5 7.
EL
EV
7.
PV
I S
TA
+5 7.
EL
EV
8.
PV
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TA
+2 2.
EL
EV
8.
PV
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TA
+3 2.
EL
EV
7.
PV
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TA
+1 2.
EL
EV
8.
50.0' VC
PVI STA 7+50.00
PVI ELEV = 6099.89
A.D. = 2.09 K = 23.98
BC
V
ST
A
7+
BV
C
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.5
EC
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ST
A
7+
EV
C
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.7
STA 8+70.00
INV 6096.48
18" RCP
DRAWING
PROJECT MANAGER: DMH
JUNE 2025DATE:
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REVISION:
EXISTING GROUND
PROPOSED GRADE AT WEST EDGE OF CONCRETE
NORTH GREENWAY
PARSLEY BLVD.
W . 3 rd S
T
EXIST. RCP
INTERIOR HEIGHTS ADDITION BLOCKS 32 & 33: PRIVATE PROPERTY, STAY OFF
ARP AVE.
EDGE OF EXISTING ASPHALT
N
0 10 20
M A
T C
H L
IN
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A
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N
.0
R25.0'
.0
6.0'
8.8'
R
.0
10.0
INSTALL 2'x3' (INSIDE DIMENSION) PRECAST INLET BOX w/ CAST IRON
FRAME AND GRATE AS AN AREA
DRAIN AT EXISTING RCP
2.0' CONCRETE PAN
18" RCP w/
FLARED END
(SEE SHEET 6)
R20.0'
4.70' CURB HEAD OPENING
CURB HEAD OPENING
.0
SEE SHEET 6
LIMITS OF GRADING (TYP)
NEW TYPE 'A' CURB AND GUTTER AND ASPHALT PATCH
INLET: SEE SHEET 6
APPROVED
Jun. 17 2025
1.5%
1.5%
2.8%
7.0%
1.5%
2.5%
1.1%
3.
0%
TOS 6099.25
TO
S 60
.10
TOS 6098.71
TOS 6098.48
TOS 6097.92
TOS 6097.74
TO
S 6097.90
TOS 6097.40
TOS 6097.44
FL 6097.84
FL 6097.85
FL HP 6097.89
FL 6097.81
FL 6097.65
FL 6097.45
TOC 6097.95
TOC 60
.45
GRATE 6097.80
2.0%
0.
7%
1.
5%
1.5
1.8%
9+00
9+58
0+00
0+753.0%
FL 6
7.8
TOS 60
.02
1+44
1+00 1.0%
3.9%
FL 6
8.5
FL 6
8.6
TOS 6099.12
FL 6098.05
0+00 0+50 0+75
-0.50% -2.41%
PV
I S
TA
+0 4.
EL
EV
5.
PV
I S
TA
+2 7.
EL
EV
5.
PV
I S
TA
+2 9.
EL
EV
5.
AREA DRAIN
STA 0+28.59
GRATE = 6097.80
END OF RCP
STA 0+10.50
ELEV = 6095.83
1+00 1+44
-0.50%
PV
I S
TA
+0 7.
EL
EV
6.
PV
I S
TA
+3 1.
EL
EV
6.
D B
L.
T
Y P
E A
IN
LE
T
END OF 18" RCP
STA 1+25.57
ELEV = 6096.40
IN
V
O U
T
DRAWING
PROJECT MANAGER: DMH
JUNE 2025DATE:
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REVISION:
PARSLEY BLVD.
W . 3 rd S
T
TRUNCATED DOME PLATES (20 SF)
INTERIOR HEIGHTS ADDITION BLOCKS
32 & 33: PRIVATE PROPERTY, STAY OFF
ARP AVE.
N
0 5 10
2' ASPHALT PATCH (TYP)
5.0'
.0
0.50' WIDE / 6" TALL CURB HEAD, DRAIN PAN IS AT GUTTER
FLOWLINE ELEVATION. NO CURB HEAD ON DRAIN PAN,
FULL HEIGHT CURB AT SOUTH END OF SIDEWALK RAMP.
.0
LEGEND
TOS = TOP OF SIDEWALK
TOC = TOP OF CONCRETE
FL = FLOWLINE
FL HP = HIGH POINT IN FLOWLINE
3.0'
ADJACENT TO INLET,
ASPHALT PATCH IS 3' WIDE
CULVERT 2 PROFILE
1"=10'H, 1"=1' V
IN
V
O U
T
IN
V
IN
6.00' 17.08'
18" FES 18" RCP
INSTALL 18" RCP FES
INVERT = 6095.86 (FES)
INVERT = 6095.83 (PIPE)
EXIST. 18" RCP
REMOVE EXISTING
FLARED END AND 18" RCP
REMOVE EXIST. CURB &
GUTTER (RED). LEAVE
EXISTING CURB AND GUTTER
ON PRIVATE PROPERTY (7.5LF)
CULVERT 1 PROFILE
1"=10'H, 1"=1' V
INSTALL 18" RCP FES
INVERT = 6096.37 (FES)
INVERT = 6096.40 (PIPE)
INLET 1 (DOUBLE TYPE A)
CULVERT 1 (18" RCP)
6.00'18.30'
18" FES 18" RCP
APPROVED
Jun. 17 2025
11:47:42 AM
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