appendix a 35% design - cheyenne mpomb. s. proposed sanitary manhole. existing traffic signal light....
TRANSCRIPT
Converse/Dell Range Intersection Traffic Safety Plan & Converse Avenue 35% Design Plan
Appendix A
35% Design
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TODD MATTSON WY No. 13119
I, TODD MATTSON, hereby certify that these plans were prepared by me,
or under my direct supervision and that I am a duly registered engineer
under the laws of the State of Wyoming.
Plans By:
Date
HDR ENGINEERING, Inc.
1720 CAREY AVE.
SUITE 612
CHEYENNE, WYOMING 82001
(307) 778-9500
FAX: (307) 778-9501
Location Map
Drawing indicates general utility locations only. Neither the
correctness or completeness of locations are guaranteed.
Prior to excavation contact:
ONE CALL OF WYOMING (1-800-849-2476 or 811)
CHEYENNE MPO
CONVERSE/DELL RANGE INTERSECTION
TRAFFIC SAFETY PLAN
&
CONVERSE AVE. 35% DESIGN
Plans for Proposed
LARAMIE COUNTY, WYOMING
Index of Sheets
SHEET NO. A.1 THRU A.3 TITLE SHEET, LEGEND, CONTROL POINTS
SHEET NO. B.1 QUANTITY SHEET
SHEET NO. C.1 TYPICAL SECTION
SHEET NO. I.1 THRU I.4 STORM SEWER PLAN AND PROFILE SHEETS
SHEET NO. J.1 THRU J.8 OVERALL PAVEMENT PLAN & PLAN AND PROFILE SHEETS
DELL RANGE BLVD.
Project Location
CO
NV
ER
SE
A
VE
.
MASONWAY
MO
UN
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IN
R
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W
IN
D
M
IL
L
R
D
.
WIN
DM
IL
L R
D.
PO
IN
T B
LU
FF
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GENERAL
LEGEND
J.OAKLEYT.MATTSON
A.2
6/6/20176/6/2017
N.FRASER 8/2016
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
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Prepared F
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HD
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Project N
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8"
30"
1400
8"
S
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CONTROL
POINTS
J.OAKLEYT.MATTSON
A.3
6/6/20176/6/2017
N.FRASER 8/2016
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
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Prepared F
or:
HD
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IN
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COORDINATES AND VERTICAL ELEVATIONS BASED ON:
WYOMING STATE PLANE EAST (US FOOT) 1983 (NAD 83)
VERTICAL DATUM: NAVD88
CP-34
CP-28CP-31
CP-1
CP-27
CP-26
DELL RANGE BLVD.
CO
NV
ER
SE
A
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MO
UN
TA
IN
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D.
WIN
DM
ILL R
D.
SHERIDAN ST.
O
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D
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K
I
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A
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T
H
U
R
W
A
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QUANTITY
SHEET
J.OAKLEYT.MATTSON
B.1
8/31/20178/31/2017
N.FRASER 8/2016
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
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Prepared F
or:
HD
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Project N
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TOTAL ESTIMATED QUANTITIESITEM NO. ITEM UNIT EST. QTY. BID QTY.
0100.00 MOBILIZATION LS 1 1
0100.00 FORCE ACCOUNT WORK $$ 1 $ 25,000.00
0100.00 CONTRACT BOND LS 1 1
0100.00 CONTRACTOR TESTING LS 1 1
1050.01 TEMPORARY TRAFFIC CONTROL LS 1 1
1335.01 CONSTRUCTION STAKING LS 1 1
1563.01 EROSION CONTROL AND STORMWATER MANAGEMENT LS 1 6
2050.01 REMOVAL OF TRAFFIC SIGNALS EA 3 3
2050.02 REMOVAL OF INLETS EA 6 7
2075.02 REMOVAL OF ASPHALT SURFACING SY 489 500
2075.03 REMOVAL OF CONCRETE SURFACING SY 18652 20000
2075.04 REMOVAL OF CURB AND GUTTER LF 5192 5250
2210.05 IMPORTED BORROW EXCAVATION CY 400 400
2210.02 UNCLASSIFIED EXCAVATION CY 400 400
2231.01 CRUSHED BASE TON 8657 9500
2280.02 TOPSOIL BORROW CY 1500 1500
2512.031 PLANT MIX BITUMINOUS PAVEMENT, GRADING A TON 4843 5000
2570.02 ADJUST SEWER MANHOLE EA 4 5
2725.01118 STORM SEWER MAIN, RCP, 18" LF 272 275
2725.01124 STORM SEWER MAIN, RCP, 24" LF 76 80
2725.01136 STORM SEWER MAIN, RCP, 36" LF 95 100
2725.01148 STORM SEWER MAIN, RCP, 48" LF 2013 2020
2725.01510 8 'x 5' CONCRETE BOX CULVERT LF 520 520
2725.01511 8 'x 5' CONCRETE BOX CULVERT BEND SECTION EA 4 4
2725.01512 8' X 6' CONCRETE BOX CULVERT BEND SECTION EA 1 1
2725.01513 8' x 5' TO 8' x 6' CONCRETE BOX CULVERT REDUCER EA 1 1
2725.0225 FLAT TOP MANHOLE, 6-10; DEEP, 60" DIA. EA 1 1
2725.0325 CONICAL MANHOLE, 6-10; DEEP, 96" DIA. EA 2 2
2725.0350 8' x 14' REINFORCED CONCRETE JUNCTION BOX EA 2 2
2725.0360 18" x 48" RCP TEE SECTION EA 2 2
2725.0418 FLARED END SECTION, RCP, 18" DIA. EA 1 1
2725.0424 FLARED END SECTION, RCP, 24" DIA. EA 1 1
2725.0610 TYPE "A" INLET EA 10 10
2725.0650 WYDOT TYPE "B" INLET EA 2 2
2725.0650 WYDOT TYPE "C" INLET EA 2 2
2725.0650 WYDOT TYPE "D" INLET EA 4 4
2805.02 SIGN PANELS SF 500 500
2805.03 SIGN POST, SQ TUBULAR STL EA 12 12
2815.00 PERMANENT STRIPING (THERMOPLASTIC) LS 1 1
2900.01 LANDSCAPING SF 3705 3750
2900.02 SEEDING SF 2500 2500
2900.04 SODDING SF 3705 3750
3330.0105 CURB AND GUTTER TYPE "A" (24 in) LF 5711 5800
3340.01 CURB TURN FILLET SF 3600 3600
3340.02 CONCRETE VALLEY GUTTER (8 in) SF 558 575
3340.03 CONCRETE SIDEWALK (4 in) SF 37902 38500
3340.07 DETECTABLE WARNING PLATE EA 14 14
4040.012 DRILLED CAISSON LF 60 60
4040.075 TRAFFIC SIGNAL LIGHT POLE STEEL (40' MAST ARM) EA 3 3
2% SLOPE
-2% MAX
CURB AND GUTTER TYPE A
2% SLOPE
EXISTING GROUND
℄
5" PLANT MIX BITUMINOUS PAVEMENT
8" CRUSHED BASE
-2% MAX
12' MEDIAN/
TURNING LANE
12'
TRAVELED LANE
10'
SHOULDER2'
VARIABLE
LANDSCAPING
10'
SIDEWALK
12'
TRAVELED LANE
10'
SHOULDER
VARIABLE
LANDSCAPING
6'
SIDEWALK2'
CURB AND GUTTER TYPE A
4" CONCRETE SIDEWALK
4" CRUSHED BASE
8' MIN. 8' MIN.
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TYPICAL
SECTIONS
J.OAKLEYT.MATTSON
C.1
7/17/20177/17/2017
N.FRASER 8/2016
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
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IN
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10038796
Project N
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(TO BE REMOVED)
1006.1 LF 48" (D
UA
L 48" RC
P) @
1.50%
JB#1 (Special 8'x14' JUNCTION BOX)
10+98.43-45.00' RT
T/RIM: 6057.79
IE: 6051.16 (48" SE)
IE: 6051.16 (48" SE)
IE: 6053.10 (EX. DUAL 36" NW)
IE: 6053.10 (EX. 18" RCP ARCH NE)
DI#3 (WYDOT TYPE D DROP INLET)
13+36.95-49.61' RT
T/RIM: 6054.67
DI#4 (WYDOT TYPE D DROP INLET)
13+73.29-49.68' RT
T/RIM: 6054.18
PROPOSED GRADE
EXISTING GROUND
11+26.81-38.38' RT
48"x18" RCP TEE
13+65.95-49.61' RT
48"x18" RCP TEE
13+73.29-49.68' RT
48"x18" RCP TEE
6058.0
6058.29
6057.4
6057.95
6056.7
6057.61
6054.0
6057.27
6053.8
6056.94
6053.0
6056.60
6053.0
6056.26
6052.4
6055.93
6052.7
6055.59
6052.0
6055.25
6052.0
6054.92
6054.0
6054.58
6054.2
6054.24
6052.2
6053.90
6051.8
6053.57
6051.0
6053.23
6050.6
6052.89
6051.0
6052.56
6050.0
6052.22
6049.4
6051.88
6049.0
6051.54
CT
V
CTV
UE
T
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
11+00
12+00
13+00
14+00
15+00
2+00
3+00
4+00
5+00
6+00
7+00
100.0 LF 18" Concrete Pipe @ 1.00%
56.0 LF 18" Concrete Pipe @ 1.00%
JB#1
DI#2
DI#1
DI#3
DI#4
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40
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STORM
SEWER PLAN
AND PROFILE
J.OAKLEYT.MATTSON
I.1
6/7/20176/7/2017
N.FRASER 8/2016
6065
6060
6055
6050
6045
6040
6035
6030
2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
6065
6060
6055
6050
6045
6040
6035
6030
SCALE VERT: 1"=10'
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
G IN
C.
17
20
C
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Su
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Ch
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01
10038796
LA
RA
MIE
C
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MIN
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CH
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M
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CO
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Project N
o. 10038796
MA
TC
HL
IN
E - S
TA
7
+0
0
CONVERSE AVENUE
OG
DE
N R
OA
D
GR
AN
DV
IE
W A
VE
NU
E
(TO BE REMOVED)
DI#5 (WYDOT TYPE D DROP INLET)
18+63.21-49.40' RT
T/RIM: 6047.21
DI#6 (WYDOT TYPE D DROP INLET)
19+04.12-49.38' RT
T/RIM: 6046.55
PROPOSED GRADE
EXISTING GROUND
1006.0
LF
48" (D
UA
L 4
8" R
CP
) @ 1
.50%
18+63.21-49.40' RT
48"x18" RCP TEE
19+04.12-49.38' RT
48"x18" RCP TEE
15+85.56-51.70
48"x18" RCP TEE
6049.0
6051.54
6049.0
6051.21
6048.3
6050.87
6048.2
6050.53
6048.2
6050.20
6048.0
6049.86
6048.0
6049.52
6047.5
6049.19
6047.0
6048.85
6046.2
6048.51
6046.0
6048.17
6045.4
6047.84
6046.7
6047.50
6047.3
6047.16
6045.3
6046.83
6044.1
6046.49
6044.0
6046.15
6044.0
6045.82
6043.0
6045.48
6042.8
6045.10
6042.0
6044.63
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ST
ST
S
S
S
S
16+00
17+00
18+00
19+00
20+00
7+00
8+00
9+00
10+00
11+00
12+00
1008.0 LF 48" (DUAL 48" RCP) @ 1.50%
1006.0 LF 48" (DUAL 48" RCP) @ 1.50%
4.0 LF 18" Concrete Pipe @ 1.00%
DI#5
DI#6
DI#4A
c:\pw
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STORM
SEWER PLAN
AND PROFILE
J.OAKLEYT.MATTSON
I.2
6/7/20176/7/2017
N.FRASER 8/2016
6055
6050
6045
6040
6035
6030
6025
6020
7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
6055
6050
6045
6040
6035
6030
6025
6020
SCALE VERT: 1"=10'
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
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C.
17
20
C
are
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Su
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Ch
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10038796
LA
RA
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Y, W
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MIN
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CH
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Project N
o. 10038796
MA
TC
HL
IN
E - S
TA
1
2+
00
MA
TC
HL
IN
E - S
TA
7
+0
0
CONVERSE AVENUE
BR
IA
RW
OO
D LA
NE
(TO BE REMOVED)
122.6 LF 8'x5' RCBC @ 0.66%
131.9 LF 8'x5' RCBC @ 0.66%
101.8 LF 8'x5' RCBC @ 0.66%
78.3 LF 8'x5' RCBC @ 0.66%
JB01 (Special 8'x14' JUNCTION BOX)
21+12.78-45.00' RT
T/RIM: 6043.68
IE: 6035.07 (96" SE)
IE: 6036.07 (48" NW)
IE: 6036.07 (48" NW)
IE: 6039.91 (18" SW)
IE: 6038.90 (18" N)
PROPOSED GRADE
EXISTING GROUND
BEND 5 (8'x5' RCBC BEND)
21+99.67-44.27' RT
IE: 6034.55 (8'x5' SE)
IE: 6034.55 (8'x5' NW)
BEND 4 (8'x5' RCBC BEND)
23+10.00-40.08' RT
IE: 6033.88 (8'x5' SE)
IE: 6033.88 (8'x5' NW)
BEND 3 (8'x5' RCBC BEND)
24+52.49-38.81' RT
IE: 6033.01 (8'x5' S)
IE: 6033.01 (8'x5' NW)
BEND 2 (8'x5' RCBC BEND)
25+84.73-39.04' RT
IE: 6032.20 (8'x5' S)
IE: 6032.20 (8'x5' N)
6042.0
6044.63
6041.1
6044.17
6040.0
6043.70
6043.6
6043.24
6041.2
6042.77
6038.9
6042.24
6040.9
6041.74
6040.0
6041.37
6038.1
6041.15
6038.7
6040.91
6038.4
6040.72
6037.9
6040.56
6037.6
6040.38
6037.8
6040.17
6038.0
6039.93
6037.9
6039.71
6037.0
6039.57
6036.2
6039.39
6036.0
6039.19
6037.1
6038.96
6036.9
6038.82
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
T
S
T
S
T
S
T
S
S
2
1
+
0
0
22+
00
23+
00
2
4
+
0
0
2
5
+
0
0
1
2
+
0
0
1
3
+
0
0
14+00
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
94.0 LF 36" Concrete Pipe @ 2.00%
30.0 LF 18" Concrete Pipe @ 1.00%
12.0 LF
18" Concrete Pipe
@ 1.00%
10.0 LF
18" Concrete Pipe
@ 1.00%
8.0 LF 18" Concrete Pipe @ 1.00%
DI#7
JB01
FE#1
DI#11
DI#10A
DI#10
DI#9A
DI#9
DI#8
80.0 LF 8'x5' RCBC @ 0.66%
102.0 LF 8'x5' RCBC @ 0.66%
132.0 LF 8'x5' RCBC @ 0.66%
124.0 LF 8'x5' RCBC @ 0.66%
c:\pw
working\central01\dm
s32926\I.1 - U
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STORM
SEWER PLAN
AND PROFILE
J.OAKLEYT.MATTSON
I.3
6/7/20176/7/2017
N.FRASER 8/2016
6055
6050
6045
6040
6035
6030
6025
6020
12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
6055
6050
6045
6040
6035
6030
6025
6020
SCALE VERT: 1"=10'
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
G IN
C.
17
20
C
are
y A
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Su
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6
12
Ch
eye
nn
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20
01
10038796
LA
RA
MIE
C
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MIN
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CH
EY
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M
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CO
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&
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Project N
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MA
TC
HL
IN
E - S
TA
1
7+
00
MA
TC
HL
IN
E - S
TA
7
+0
0
CO
NV
ER
SE
AV
EN
UE
P
O
IN
T
B
L
U
F
F
82.7 LF 8'x5' RCBC @ 0.66%
PROPOSED GRADE
EXISTING GROUND
BEND 1 (8'x6' RCBC BEND)
26+71.41
IE: 6031.65 (8'x6' S)
IE: 6031.65 (8'x6' N)
SPECIAL 8'x6' TO 8'x5' RCBC TRANSITION
26+71.41
IE: 6031.65 (8'x6' S)
IE: 6031.65 (8'x5' N)
60
36
.9
6038.82
60
33
.8
6038.82
60
33
.0
6038.78
60
35
.2
6038.78
60
39
.3
60
39
.0
60
38
.9
60
38
.7
60
38
.4
W
W
W
W
WW
W
W
W
W
W
W
T
T
T
W
UE
UE
FOFO
FO
FO
S
T
S
T
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
2
6
+
0
0
27+00 28+0029+00 30+00
1
7
+
0
0
18+00
19+00
20+00
21+00
DI#13
DI#12
FE#2
10.0 LF 24" Concrete Pipe @ 5.45%
84.0 LF 8'x5' RCBC @ 0.66%
12.0 LF 24" Concrete Pipe @ 1.00%
54.0 LF 24" Concrete Pipe @ 1.00%
DI#14
54.0 LF 18" Concrete Pipe @ 1.00%
DI#15
20.0 LF 18" Concrete Pipe @ -1.00%
C:\pw
working\central01\dm
s32926\I.1 - U
TILIT
Y P
LA
NS
.dw
g
PLO
T D
AT
E: 6/7/2017 10:46 A
M O
akley, Julianna
40
20
10
0
STORM
SEWER PLAN
AND PROFILE
J.OAKLEYT.MATTSON
I.4
6/7/20176/7/2017
N.FRASER 8/2016
6055
6050
6045
6040
6035
6030
6035
6020
17+00 17+50 18+00 18+50 19+00
6055
6050
6045
6040
6035
6030
6025
6020
SCALE VERT: 1"=10'
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
G IN
C.
17
20
C
are
y A
ve
.
Su
ite
6
12
Ch
eye
nn
e, W
Y 8
20
01
10038796
LA
RA
MIE
C
OU
NT
Y, W
YO
MIN
G
CH
EY
EN
NE
M
PO
CO
NV
ER
SE
&
D
EL
L R
AN
GE
IN
TE
RS
EC
TIO
N
Project N
o. 10038796
MA
TC
HL
IN
E - S
TA
1
7+
00
CONVERSE AVENUE
MA
SO
N W
AY
38+34
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
2
5
+
0
0
2
6
+
0
0
27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
3
6
+
0
0
37+00 38+00
95
+7
49
0+
00
91
+0
09
2+
00
93
+0
09
4+
00
95
+0
0
C:\pw
working\central01\dm
s32927\J.1 - P
AV
EM
EN
T O
VE
RA
LL.dw
g
PLO
T D
AT
E: 7/12/2017 1:33 P
M O
akley, Julianna
200
100
50
0
OVERALL
PAVEMENT
PLAN
J.OAKLEYT.MATTSON
J.1
7/12/20177/12/2017
N.FRASER 8/2016
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
G IN
C.
17
20
C
are
y A
ve
.
Su
ite
6
12
Ch
eye
nn
e, W
Y 8
20
01
LA
RA
MIE
C
OU
NT
Y, W
YO
MIN
G
CH
EY
EN
NE
M
PO
CO
NV
ER
SE
&
D
EL
L R
AN
GE
IN
TE
RS
EC
TIO
N
10038796
Project N
o. 10038796
C
O
N
V
E
R
S
E
A
V
E
N
U
E
DE
LL R
AN
GE
B
OU
LE
VA
RD
K
I
N
G
A
R
T
H
U
R
W
A
Y
MOUNTAIN ROAD
S
H
E
E
T
J
.
2
S
H
E
E
T
J
.
3
S
H
E
E
T
J
.
4
SHEET J.5
SHEET J.6
SHEET J.7
SH
EE
T J.8
SH
EE
T J.9
PV
I S
TA
=
1
0+
00
.0
0
PV
I E
LE
V =
6
05
8.9
0
-1.33%
PROPOSED GRADE
EXISTING GROUND
6058.9
6058.90
6058.4
6058.57
6058.0
6058.24
6057.7
6057.90
6057.2
6057.57
6057.0
6057.24
6056.7
6056.90
6056.0
6056.57
6056.0
6056.23
6055.9
6055.90
6055.5
6055.57
6055.0
6055.23
6055.0
6054.90
6054.5
6054.57
6054.0
6054.23
6054.0
6053.90
6053.9
6053.57
6053.5
6053.23
6053.1
6052.90
6052.8
6052.57
6052.4
6052.23
LOT 12
5141 KING ARUTHUR WAY
(OWNER - LEE W GAYMON ET UX)
LOT 1
5119 KING ARUTHUR WAY
(OWNER - DALE E KIPPLE ET UX)
LOT 2
5113 KING ARUTHUR WAY
(OWNER - RICHARD R VAUGHAN ET UX)
LOT 3
5107 KING ARUTHUR WAY
(OWNER - NICHOLAS C PAPPERT ET UX)
LOT 4
5101 KING ARUTHUR WAY
(OWNER - MICHAEL E MOORE ET UX)
LOT 5
5051 KING ARUTHUR WAY
(OWNER - PATRICK J.
BRENNAN ET UX)
LOT 3
112 GRANDVIEW CT.
(OWNER - MICHAEL T. MCNEELY)
LOT 2
116 GRANDVIEW CT.
(OWNER - TERRI A. KIRBY)
LOT 1
120 GRANDVIEW CT.
(OWNER - MICHAEL A. FARELLA)
LOT 1
5025 GRANDVIEW AVE.
(OWNER - RODNEY WEINZIERL ET UX)
LOT 7
108 BRIARWOOD CT.
(OWNER - ROBERT D. KRAMER)
10+00
11+00
12+00
13+00
14+00
15+00
C:\pw
working\central01\dm
s32927\J.2 - P
AV
EM
EN
T P
LA
NS
.dw
g
PLO
T D
AT
E: 7/19/2017 3:06 P
M M
attson, T
odd
40
20
10
0
PLAN AND
PROFILE STA
10+00 TO STA
15+00
J.OAKLEYT.MATTSON
J.2
7/19/20177/19/2017
N.FRASER 8/2016
6065
6060
6055
6050
6045
6040
6035
6030
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
6065
6060
6055
6050
6045
6040
6035
6030
SCALE VERT: 1"=10'
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
G IN
C.
17
20
C
are
y A
ve
.
Su
ite
6
12
Ch
eye
nn
e, W
Y 8
20
01
LA
RA
MIE
C
OU
NT
Y, W
YO
MIN
G
CH
EY
EN
NE
M
PO
CO
NV
ER
SE
&
D
EL
L R
AN
GE
IN
TE
RS
EC
TIO
N
10038796
Project N
o. 10038796
CONVERSE AVENUE
OG
DE
N R
OA
D
GR
AN
DV
IE
W A
VE
NU
E
-1.33%
PROPOSED GRADE
EXISTING GROUND
6052.4
6052.23
6052.0
6051.90
6051.8
6051.56
6051.4
6051.23
6051.1
6050.90
6050.8
6050.56
6050.4
6050.23
6050.0
6049.90
6049.6
6049.56
6049.3
6049.23
6049.0
6048.90
6048.4
6048.56
6048.0
6048.23
6048.0
6047.90
6047.3
6047.56
6047.0
6047.23
6046.9
6046.89
6046.2
6046.56
6046.0
6046.23
6045.8
6045.89
6045.3
6045.56
OWNER - MICHAEL E MOORE ET UX)
LOT 5
5051 KING ARUTHUR WAY
(OWNER - PATRICK J.
BRENNAN ET UX)
LOT 6
5045 KING ARUTHUR WAY
(OWNER - JOSEPH T. WILLIAMS ET UX)
LOT 7
5039 KING ARUTHUR WAY
(OWNER - JOHN M. MURRELL ET UX)
LOT 8
5033 KING ARUTHUR WAY
(OWNER - LISA A. HOVEY)
LOT 9
5033 KING ARUTHUR WAY
(OWNER - WHITNEY D. ALTENBERN)
LOT 10
5021 KING ARUTHUR WAY
(OWNER - BRUCE A. SALZBURG ET UX)
LOTS 11 & 12
5015 KING ARUTHUR WAY
(OWNER - NOEL O. SPRATLIN ET UX)
LOT 7
108 BRIARWOOD CT.
(OWNER - ROBERT D. KRAMER)
LOT 8
112 BRIARWOOD CT.
(OWNER - CINDY L. ZEMAN)
LOT 10
2218 BRIARWOOD LN.
(OWNER - VICTOR J. CORTEZ ET UX)
2225 BRIARWOOD LN.
(OWNER - ATECIA G. MALLORY ET VIR)
15+00
16+00
17+00
18+00
19+00
20+00
C:\pw
working\central01\dm
s32927\J.2 - P
AV
EM
EN
T P
LA
NS
.dw
g
PLO
T D
AT
E: 7/19/2017 3:07 P
M M
attson, T
odd
40
20
10
0
PLAN AND
PROFILE STA
15+00 TO STA
20+00
J.OAKLEYT.MATTSON
J.3
7/19/20177/19/2017
N.FRASER 8/2016
6065
6060
6055
6050
6045
6040
6035
6030
15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
6065
6060
6055
6050
6045
6040
6035
6030
SCALE VERT: 1"=10'
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
G IN
C.
17
20
C
are
y A
ve
.
Su
ite
6
12
Ch
eye
nn
e, W
Y 8
20
01
LA
RA
MIE
C
OU
NT
Y, W
YO
MIN
G
CH
EY
EN
NE
M
PO
CO
NV
ER
SE
&
D
EL
L R
AN
GE
IN
TE
RS
EC
TIO
N
10038796
Project N
o. 10038796
CONVERSE AVENUE
200.0' VC
PVI STA = 24+70.76
PVI ELEV = 6039.28
A.D. = 0.71%
K = 280.92
BV
CS
: 23+
70.76
BV
CE
: 6040.61
LOW POINT ELEV = 6038.66
LOW POINT STA = 25+70.76
-1.33%
PROPOSED GRADE
EXISTING GROUND
6045.3
6045.56
6045.0
6045.23
6044.8
6044.89
6044.3
6044.56
6043.6
6044.23
6043.1
6043.89
6042.6
6043.56
6042.1
6043.23
6041.6
6042.89
6041.3
6042.56
6041.1
6042.23
6040.7
6041.89
6040.5
6041.56
6040.4
6041.22
6040.2
6040.89
6040.0
6040.56
6039.9
6040.24
6039.7
6039.94
6039.5
6039.67
6039.2
6039.42
6039.1
6039.19
LOT 13
4940 POINT BLUFF
(OWNER - MICHAEL W. RUSHING ET UX)
LOT 10
2225 BRIARWOOD LN.
(OWNER - ATECIA G. MALLORY ET VIR)
2101 ONEIL AVE. RM. 101
(OWNER - CITY OF
CHEYENNE)
LOT 2
4800 CONVERSE AVE,
(OWNER - UNITED STATES POSTAL SERVICE)
LOT A
4981 KING ARTHUR WAY
(OWNER - MONTGOMERY HOMES LLC)
LOT B
4971 KING ARTHUR WAY
(OWNER - FLUELLEN PROPERTIES LLC)
LOT C
4961 KING ARTHUR WAY
(OWNER - GARDNER PROPERTIES LLC)
LOT 6
4911 KING ARTHUR WAY
(OWNER - REMBRANDT
CHEYENNE NORTH LLC)
2
0
+
0
0
2
1
+
0
0
22+
00
23+
00
2
4
+
0
0
2
5
+
0
0
C:\pw
working\central01\dm
s32927\J.2 - P
AV
EM
EN
T P
LA
NS
.dw
g
PLO
T D
AT
E: 7/19/2017 3:09 P
M M
attson, T
odd
40
20
10
0
PLAN AND
PROFILE STA
20+00 TO STA
25+00
J.OAKLEYT.MATTSON
J.4
7/19/20177/19/2017
N.FRASER 8/2016
6055
6050
6045
6040
6035
6030
6025
6020
20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00
6055
6050
6045
6040
6035
6030
6025
6020
SCALE VERT: 1"=10'
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
G IN
C.
17
20
C
are
y A
ve
.
Su
ite
6
12
Ch
eye
nn
e, W
Y 8
20
01
LA
RA
MIE
C
OU
NT
Y, W
YO
MIN
G
CH
EY
EN
NE
M
PO
CO
NV
ER
SE
&
D
EL
L R
AN
GE
IN
TE
RS
EC
TIO
N
10038796
Project N
o. 10038796
CONVERSE AVENUE
P
O
IN
T
B
L
U
F
F
-0.62%
EV
CS
: 25+
70.76
EV
CE
: 6038.66
PROPOSED GRADE
EXISTING GROUND
6039.1
6039.19
6038.9
6038.98
6038.7
6038.79
6038.6
6038.63
6038.4
6038.48
6038.3
6038.32
6038.1
6038.16
6038.3
6038.01
6038.8
6037.85
6038.8
6037.70
6038.3
6037.54
6038.1
6037.39
6038.0
6037.23
6038.0
6037.08
6037.8
6036.92
6037.5
6036.76
6037.4
6036.61
6037.0
6036.45
6037.0
6036.30
6036.9
6036.14
6036.7
6035.99
LOTS 2, 3 & 4
4700 MOUNTAIN RD
(OWNER - MOUNTAIN ELK RIDGE LLC)
LOT 2
4800 CONVERSE AVE,
(OWNER - UNITED STATES POSTAL SERVICE)
LOT 6
4911 KING ARTHUR WAY
(OWNER - REMBRANDT CHEYENNE NORTH LLC)
LOT 2
4800 CONVERSE AVE,
(OWNER - UNITED STATES POSTAL SERVICE)
2
5
+
0
0
2
6
+
0
0
27+0028+00 29+00 30+00
C:\pw
working\central01\dm
s32927\J.2 - P
AV
EM
EN
T P
LA
NS
.dw
g
PLO
T D
AT
E: 7/19/2017 3:55 P
M M
attson, T
odd
40
20
10
0
PLAN AND
PROFILE STA
25+00 TO STA
30+00
J.OAKLEYT.MATTSON
J.5
7/19/20177/19/2017
N.FRASER 8/2016
6055
6050
6045
6040
6035
6030
6025
6020
25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00
6055
6050
6045
6040
6035
6030
6025
6020
SCALE VERT: 1"=10'
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
G IN
C.
17
20
C
are
y A
ve
.
Su
ite
6
12
Ch
eye
nn
e, W
Y 8
20
01
LA
RA
MIE
C
OU
NT
Y, W
YO
MIN
G
CH
EY
EN
NE
M
PO
CO
NV
ER
SE
&
D
EL
L R
AN
GE
IN
TE
RS
EC
TIO
N
10038796
Project N
o. 10038796
CONVERSE AVENUE
MA
SO
N W
AY
BUS LOADING ZONE
0.08%
200.0' VC
PVI STA = 31+57.42
PVI ELEV = 6035.01
A.D. = 0.70%
K = 286.58
BV
CS
: 30+
57.42
BV
CE
: 6035.63
EV
CS
: 32+
57.42
EV
CE
: 6035.08
LOW POINT ELEV = 6035.07
LOW POINT STA = 32+35.76
100.0' VC
PVI STA = 34+66.97
PVI ELEV = 6035.24
A.D. = 2.29%
K = 43.66
BV
CS
: 34+
16.97
BV
CE
: 6035.20
LOW POINT ELEV = 6035.20
LOW POINT STA = 34+16.97
PROPOSED GRADE
EXISTING GROUND
6036.7
6035.99
6036.4
6035.83
6036.0
6035.67
6036.0
6035.52
6036.0
6035.40
6035.6
6035.29
6035.0
6035.20
6035.0
6035.14
6035.0
6035.10
6035.0
6035.08
6035.0
6035.08
6034.8
6035.10
6034.3
6035.11
6031.7
6035.13
6027.1
6035.15
6032.8
6035.17
6035.0
6035.19
6035.0
6035.22
6035.0
6035.35
6035.4
6035.63
6035.8
6036.05
LOT 2
MASON WAY
(OWNER - GOODWILL INDUSTRIES OF WYO)
CONVERSE AVE.
(OWNER - CITY OF CHEYENNE)
2414 DELL RANGE BLVD.
(OWNER - GORDON DEISCH ET AL)
LOTS 2, 3 & 4
4700 MOUNTAIN RD
(OWNER - MOUNTAIN ELK RIDGE LLC)
2232 DELL RANGE BLVD.
(OWNER - CONDOMINIUM-MULTIPLE OWNERS)
30+00 31+0032+00 33+00
34+0035+00
CONNECT TO
EXISTING GREENWAY
C:\pw
working\central01\dm
s32927\J.2 - P
AV
EM
EN
T P
LA
NS
.dw
g
PLO
T D
AT
E: 7/19/2017 4:03 P
M M
attson, T
odd
40
20
10
0
PLAN AND
PROFILE STA
30+00 TO STA
35+00
J.OAKLEYT.MATTSON
J.6
7/19/20177/19/2017
N.FRASER 8/2016
6055
6050
6045
6040
6035
6030
6025
6020
30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00
6055
6050
6045
6040
6035
6030
6025
6020
SCALE VERT: 1"=10'
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
G IN
C.
17
20
C
are
y A
ve
.
Su
ite
6
12
Ch
eye
nn
e, W
Y 8
20
01
LA
RA
MIE
C
OU
NT
Y, W
YO
MIN
G
CH
EY
EN
NE
M
PO
CO
NV
ER
SE
&
D
EL
L R
AN
GE
IN
TE
RS
EC
TIO
N
10038796
Project N
o. 10038796
CONVERSE AVENUE
0.84%
2.3
7%
PV
I S
TA
=
36+
32.83
PV
I E
LE
V =
6039.16
PV
I S
TA
=
38+
34.30
PV
I E
LE
V =
6040.85
EV
CS
: 35+
16.97
EV
CE
: 6036.42
PROPOSED GRADE
EXISTING GROUND
6035.8
60
36
.0
5
6036.0
60
36
.6
1
6036.1
60
37
.2
0
6036.5
60
37
.8
0
6036.9
60
38
.3
9
6037.8
60
38
.9
8
6037.3
60
39
.3
1
6037.0
60
39
.5
2
6037.5
60
39
.7
3
6038.0
60
39
.9
4
6038.6
60
40
.1
5
6039.2
60
40
.3
6
6039.8
60
40
.5
7
6040.6
60
40
.7
8
2414 DELL RANGE BLVD.
(OWNER - GORDON DEISCH ET AL)
92
+0
09
3+
00
2232 DELL RANGE BLVD.
(OWNER - CONDOMINIUM-MULTIPLE OWNERS)
35+00
3
6
+
0
0
37+00 38+00 38+34
C:\pw
working\central01\dm
s32927\J.2 - P
AV
EM
EN
T P
LA
NS
.dw
g
PLO
T D
AT
E: 7/19/2017 5:08 P
M M
attson, T
odd
40
20
10
0
PLAN AND
PROFILE STA
35+00 TO STA
38+34
J.OAKLEYT.MATTSON
J.7
7/19/20177/19/2017
N.FRASER 8/2016
6055
6050
6045
6040
6035
6030
6025
6020
35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50
6055
6050
6045
6040
6035
6030
6025
6020
SCALE VERT: 1"=10'
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
G IN
C.
17
20
C
are
y A
ve
.
Su
ite
6
12
Ch
eye
nn
e, W
Y 8
20
01
LA
RA
MIE
C
OU
NT
Y, W
YO
MIN
G
CH
EY
EN
NE
M
PO
CO
NV
ER
SE
&
D
EL
L R
AN
GE
IN
TE
RS
EC
TIO
N
10038796
Project N
o. 10038796
CONVERSE AVENUE
DE
LL R
AN
GE
B
OU
LE
VA
RD
0.50%
-1.20%
PV
I S
TA
=
9
0+
00
.0
0
PV
I E
LE
V =
6
03
8.0
1
152.7' VC
PVI STA = 92+86.91
PVI ELEV = 6039.44
A.D. = -1.70%
K = 90.00
BV
CS
: 9
2+
10
.5
6
BV
CE
: 6
03
9.0
6
EV
CS
: 9
3+
63
.2
5
EV
CE
: 6
03
8.5
2
HIGH POINT ELEV = 6039.17
HIGH POINT STA. = 92+55.49
0.50%
-1.20%
PROPOSED GRADE
EXISTING GROUND
6038.0
6038.01
6038.0
6038.13
6038.0
6038.26
6038.0
6038.38
6038.0
6038.51
6038.0
6038.63
6038.0
6038.76
6037.6
6038.88
6037.1
6039.00
6037.0
6039.12
6037.5
6039.17
6037.6
6039.15
6037.2
6039.06
6037.1
6038.90
6037.1
6038.67
6037.1
6038.38
6037.1
6038.08
6037.0
6037.79
6037.0
6037.49
6037.0
6037.19
6036.8
6036.89
90+00 91+00 92+00 93+00 94+00 95+00
2414 DELL RANGE BLVD.
(OWNER - GORDON DEISCH ET AL)
(OWNER - POUPPIRT PROPERTIES, LLC)
4211 CONVERSE AVE.
(OWNER - CITY OF CHEYENNE)
4212 CONVERSE AVE.
(OWNER - CITY OF CHEYENNE)
2232 DELL RANGE BLVD.
(OWNER - CONDOMINIUM-MULTIPLE OWNERS)
C:\pw
working\central01\dm
s32927\J.2 - P
AV
EM
EN
T P
LA
NS
.dw
g
PLO
T D
AT
E: 7/19/2017 5:09 P
M M
attson, T
odd
40
20
10
0
PLAN AND
PROFILE STA
90+00 TO STA
95+00
J.OAKLEYT.MATTSON
J.8
7/19/20177/19/2017
N.FRASER 8/2016
6055
6050
6045
6040
6035
6030
6025
6020
90+00 90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00
6055
6050
6045
6040
6035
6030
6025
6020
SCALE VERT: 1"=10'
Sheet:
Sheet Title:
Internal Job No:
Designed By:
Design Date:
Surveyed By:
Revisions:
Survey Date:
Drawn By:
Print Date:
Scale:
Prepared B
y:
Prepared F
or:
HD
R E
NG
IN
EE
RIN
G IN
C.
17
20
C
are
y A
ve
.
Su
ite
6
12
Ch
eye
nn
e, W
Y 8
20
01
LA
RA
MIE
C
OU
NT
Y, W
YO
MIN
G
CH
EY
EN
NE
M
PO
CO
NV
ER
SE
&
D
EL
L R
AN
GE
IN
TE
RS
EC
TIO
N
10038796
Project N
o. 10038796
CO
NV
ER
SE
A
VE
NU
E
DELL RANGE BOULEVARD