Justice Center Drive_FINAL PLANS_20250502.pdf
PDF 47 MB Posted
- Attached to
- 2025 2A JUSTICE CENTER ROAD RECON PROJECT
- Solicitation number
- BID #17-25
- Issued by
- Garfield County, Colorado
About this file
The document is a comprehensive set of engineering and design plans for the 2025 Justice Center Road Reconstruction Project, prepared for the City of Canon City in Fremont County, Colorado. The project involves reconstructing approximately 0.5 miles of Justice Center Road, using Full Depth Reclamation (FDR) with Cement Treated Subgrade (CTS) methodology. The plans include detailed drawings covering geometric layout, utility plans, signing and striping, typical road sections, and stormwater management. The project spans from station 10+00.00 to 39+15.31, encompassing multiple lot boundaries and intersecting with Grandview Avenue and Independence Road.
The project documents indicate a comprehensive roadway reconstruction that includes pavement rehabilitation, curb and gutter installation, sidewalk construction, drainage improvements, and associated infrastructure upgrades. The design incorporates multiple technical specifications, such as 11-foot lane widths, 4-inch concrete sidewalks, and specific grading and surfacing techniques. The plans show careful consideration of existing utilities, right-of-way constraints, and the need to minimize disruption to adjacent properties. The project appears to be funded through municipal infrastructure improvement channels, with the bid number 17-25 and project number 59015, targeting completion in 2025.
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Text version
39+15.00
JUSTICE CENTER RD
END PROJECT
10+00.00
JUSTICE CENTER RD
BEGIN PROJECT
ACCEPTED:
Project Engineer:
Comments:
Contractor:
PROJECT STARTED:
Contract Information
No Revisions:
Revised:
Void: Sheet Number
Init.CommentsDate:
Sheet Revisions Project No./Code 5/1/2025Print Date:
Horiz. Scale:1:1
Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
V A
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:3
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P M p w w il s p w .b e n t le y .c o m :w il s p w
D o c u m e n t s
T R
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C a n o n
C it y
C O
P h a s e
D e s ig n
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P H
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S h t .d g n
PH17_TitleSht.dgn
Phone:
FAX:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
719-520-5800
719-520-0108
CITY OF CANON CITY
FREMONT COUNTY
City Engineer: Adam Lancaster
Kelly Fredell
AS-CONSTRUCTED
XX/XX/XX XX/XX/XX
PROJECT LOCATION MAP
800'0' 400' 1600'
CONSTRUCTION BID PLANS OF PROPOSED
LOCATION
PROJECT
US 50
CANON CITY
US 50
J U
S T I
E
N T
R
D
GRANDVIEW AVE
M A
C K
E N
Z I
A V
E
CANON CITY 2A 2023 JUSTICE CENTER ROAD
Bid # 17-25
Project # 59015
Project # 59015
Bid # 17-25
HEATHERWOOD
OIL CREEK DITCH
M-100-1
M-208-1
M-203-1
M-203-2
M-203-11
STANDARD SYMBOLS (3 SHEETS)
APPROACH ROADS
DITCH TYPES
M-203-12
M-206-1
M-206-2
M-214-1
M-412-1
M-510-1
M-601-1
M-601-2
M-601-3
M-601-10
M-601-11
M-601-12
M-601-20
M-603-1
M-603-2
M-603-3
M-603-10
M-604-10
M-604-11
M-604-12
M-604-13
M-604-20
M-605-1
SUPERELEVATION STREETS (2 SHEETS)
EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS)
CONCRETE PAVEMENT JOINTS (9 SHEETS)
STRUCTURAL PLATE PIPE H-20 LOADING
HEADWALL FOR PIPES
TYPE "S" SADDLE HEADWALLS FOR PIPE
HEADWALLS AND PIPE OUTLET PAVING
REINFORCED CONCRETE PIPE
PRECAST CONCRETE BOX CULVERT
INLET, TYPE C
INLET, TYPE D
CURB INLET TYPE R (2 SHEETS)
CONCRETE INLET TYPE 13
MANHOLES (3 SHEETS)
SUBSURFACE DRAINS
1-3
M-607-1
M-607-2
M-607-3
M-607-4
M-607-10
M-608-1
M-609-1
M-611-1
M-615-1
M-615-2
M-616-1
M-620-1
M-620-2
M-620-11
M-620-12
WIRE FENCES AND GATES (3 SHEETS)
CHAIN LINK FENCE (3 SHEETS)
BARRIER FENCE
PICKET SNOW FENCE
CURB RAMPS (10 SHEETS)
CATTLE GUARD (2 SHEETS)
EMBANKMENT PROTECTOR TYPE 3
EMBANKMENT PROTECTOR TYPE 5
INVERTED SIPHON
FIELD LABORATORY CLASS 1
FIELD OFFICE CLASS 1
FIELD OFFICE CLASS 2
M-210-1 MAILBOX SUPPORTS (2 SHEETS)
M-614-1 RUMBLE STRIPS (3 SHEETS)
M-629-1 SURVEY MONUMENTS (2 SHEETS)
19-29
17-18
30-31
35-39
41-42
43-44
45-46
52-55
67-68
70-72
GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS)M-606-13
138-147
148-151
152-153
156-158
169-170
73-77VANE GRATE INLET (5 SHEETS)M-604-25
PRECAST TYPE 7 CONCRETE BARRIER (4 SHEETS)M-606-14
ROAD CLOSURE GATE (9 SHEETS)M-607-15
15-16
159-160SAND BARREL ARRAYS (2 SHEETS)M-614-2
S-614-40 219-223
TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS)S-614-8 198-204
290-313
281-289
255-266S-614-50
224-227
211-214
196-197
194-195
191-193
187-188
171-178DELINEATOR INSTALLATIONS (8 SHEETS)
FLASHING BEACON (PORTABLE) DETAILSS-630-3
PAVEMENT MARKINGS (11 SHEETS)
TYPICAL MULTI-SIGN INSTALLATIONS
TYPICAL POLE MOUNT SIGN INSTALLATIONS
FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS)
MARKER ASSEMBLY INSTALLATIONS
CLASS III SIGNS (3 SHEETS)
CLASS II SIGNS
CLASS I SIGNS
GROUND SIGN PLACEMENT (2 SHEETS)
S-627-1
S-630-2
S-630-1
S-614-40A
S-614-22
S-614-21
S-614-20
S-614-14
S-614-12
S-614-10
S-614-6
S-614-5
S-614-4
S-614-3
S-614-2
S-614-1
S-612-1
M-603-4
S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS
METAL PIPE (4 SHEETS)
M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304)
M-100-2
TEMPORARY EROSION CONTROL (11 SHEETS)
CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS)
S-630-4
S-630-5
S-630-6 EMERGENCY PULL-OFF AREA (TEMPORARY)
S-630-7
PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS)
13-14
119-121
123-127
129-137
318-319
ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7
10-12
116-118
FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166
S-614-9
S-614-41
241-244S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS)
245-252S-614-43
267-280S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS)
316-317
DETAILS (2 SHEETS)
STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION
321-323ROLLING ROADBLOCKS FOR TRAFFIC CONTROL (3 SHEETS)
STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS)
M-216-1 33-34
50-51WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS)
CORRUGATED POLYPROPYLENE PIPE (AASHTO M330) (2 sheets)
CORRUGATED POLYETHYLENE PIPE (AASHTO M294) AND
M-603-6
RIBBED PIPE (AASHTO MP 20)
STEEL REINFORCED POLYETHYLENE 60
M-606-1 79-97
31 INCHES (19 SHEETS)
MIDWEST GUARDRAIL SYSTEM TYPE 3 W-BEAM
102-104
M-606-15 105-115
(11 SHEETS)
GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER
DEER FENCE, GATES, AND GAME RAMPS (7 SHEETS)
M-611-2 154-155DEER GUARD (2 SHEETS)
Sheet RevisionsComputer File Information
CommentsDate:Creation Date:
Last Modification Date:
STANDARD PLAN NO.
R-X
R-X
R-X
R-X
07/31/19
12/20/24
Designer Initials:
Detailer Initials:
CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English
DLK
LTA
Project Sheet Number:
SOIL RETENTION COVERING (2 SHEETS)
(2 SHEETS)
SINGLE CONCRETE BOX CULVERT (CAST-IN-PLACE)
(2 SHEETS)
DOUBLE CONCRETE BOX CULVERT (CAST-IN-PLACE)
(2 SHEETS)
TRIPLE CONCRETE BOX CULVERT (CAST-IN-PLACE)
DIVIDED HIGHWAYS (3 SHEETS)
SUPERELEVATION CROWNED AND
(2 SHEETS)
EXCAVATION AND BACKFILL FOR STRUCTURES
FOR CLASS III SIGNS (2 SHEETS)
CONCRETE FOOTINGS AND SIGN ISLANDS
Colorado Department of Transportation
M-603-12 62-64
CONCRETE AND METAL END SECTIONS 61
NURSERY STOCK DETAILS
98-101
PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 SHEETS) 205-206
STRUCTURE NUMBER INSTALLATION (2 SHEETS) 209-210
216-217
(2 SHEETS)
CONCRETE BARRIER SIGN POST INSTALLATIONS
65'-75' SINGLE MAST ARMS (5 SHEETS)
TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST ARMS
(26 SHEETS)
TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION
AND VERTICAL PANELS
BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP)
25'-55' SINGLE MAST ARMS (4 SHEETS)
ALTERNATIVE TRAFFIC SIGNAL
TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) 228-240
Construction Engineering Services DLK Issued by the Project Development Branch: July 31, 2019
COLORADO
DEPARTMENT OF TRANSPORTATION
July 31, 2019
M&S STANDARDS PLANS LIST
BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM.
AND REVISED, APPLY TO THIS PROJECT WHEN USED
ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED
PLAN NUMBER M STANDARD TITLE PAGE NUMBER
STANDARDS PLANS LIST
PLANS LIST
STANDARD
Standard Sheet No. 1 of 1
179-186S-613-1 ROADWAY LIGHTING (6 SHEETS)
(7 SHEETS)
TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS
253-254S-614-44 PEDESTAL POLE SIGNALS (2 SHEETS)
FOR CLASS III SIGNS (2 SHEETS)
BREAK-AWAY SIGN SUPPORT DETAILS
(3 SHEETS)
TRAVERSABLE END SECTIONS AND SAFETY GRATES
M-412-2 CONCRETE PAVEMENT CRACK REPAIR (6 SHEETS)
(REVISED ON SEPTEMBER 6, 2022)
IN CONSTRUCTION IF APPROVED BY AN APPROPRIATE CDOT ENGINEER.
PLANS. ALL OTHER M&S STANDARD PLANS ARE STILL ELIGIBLE FOR USE
INDICATED BY A MARKED BOX , AND WILL BE ATTACHED TO THE
THE M&S STANDARD PLANS USED TO DESIGN THIS PROJECT ARE
(REVISED ON SEPTEMBER 30, 2020)
(SUPERSEDED ON JANUARY 23, 2020 BY S-614-45)
S-614-45 PEDESTRIAN PUSH BUTTON POST ASSEMBLY DETAILS (6 SHEETS)
(REVISED ON DECEMBER 3, 2020)
(REVISED ON MARCH 5, 2020)
(REVISED ON FEBRUARY 17, 2023)
Phone: 303-757-9021 FAX: 303-757-9868
Denver, CO 80204
CDOT HQ, 3rd Floor
2829 West Howard Place
(REVISED ON FEBRUARY 9, 2023)
(REVISED ON JULY 13, 2020)
(REVISED ON SEPTEMBER 10, 2020)
(REVISED ON SEPTEMBER 21, 2020)
S-613-2 ALTERNATIVE ROADWAY LIGHTING (4 SHEETS)
(NEW, ISSUED ON SEPTEMBER 30, 2020)
(REVISED ON MARCH 1, 2024)
(REVISED ON JANUARY 31, 2022)
(REVISED ON MARCH 7, 2022)
(REVISED ON JULY 22, 2022)
(REVISED ON JULY 22, 2022)
(REVISED ON APRIL 30, 2024)
(REVISED ON FEBRUARY 3, 2023)
S-613-4 TRAFFIC SIGNAL ONE-LINE DIAGRAMS (6 SHEETS)
(NEW, ISSUED ON JUNE 15, 2023)
(REVISED ON APRIL 30, 2024)
Revised on December 20, 2024
MARCH 1, 2024)
(REVISED ON
(REVISED ON MARCH 1, 2024)
(REVISED ON MARCH 1, 2024)
MARCH 1, 2024)
(REVISED ON
MARCH 1, 2024)
(REVISED ON
J-POST SIGN SUPPORT (3 SHEETS)S-614-23 (NEW, ISSUED ON MAR. 1, 2024)
PLAN NUMBER M STANDARD TITLE PAGE NUMBER PLAN NUMBER S STANDARD TITLE PAGE NUMBER
S-613-3 PULL BOX DETAIL (2 SHEETS)(NEW, ISSUED ON APRIL 4, 2024)
(REV. DEC. 20, 2024)
(REVISED ON APRIL 4, 2024)
CHAIN STATION SIGNAGE (1 SHEET)S-614-15 (NEW, ISSUED ON APRIL 30, 2024)
APRIL 4, 2024)
(REVISED ON
(REVISED ON MAY 16, 2024)
M-400-1 SAFETYEDGE FOR PAVEMENT
(NEW, ISSUED ON DECEMBER 12, 2024)
VAH
BKM
NOTE
JUSTICE CENTER RD
GENERAL NOTES
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FAX:
Numbers
Structure
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Void: Sheet Subset:
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Designer:
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5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
719-520-5800
719-520-0108
Project #59015
Bid #17-25
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Suite 220
Colorado Springs, CO 80919
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Suite 220
Colorado Springs, CO 80919
2.5'
4'
11'
2.5'
4' 3'
11'
16'-24'
VARIES
16'-24'
VARIES
EXISTING GROUND
EXISTING GROUND
12'-18'
VARIES
12'-15'
VARIES
EXISTING GROUND
EXISTING GROUND
12'-24'
VARIES
EXISTING GROUND
EXISTING GROUND
12'-24'
VARIES
2.5'
4'
11'
3'
11' 11'
4'-4.3'3'
CURB & GUTTER
EXISTING
11'
2.5'
4'
11'
3' 3'
HCL/VCL
VCL
HCL
VCL
HCL
SECTION 1A
CURB & GUTTER
PAVEMENT SECTIONS
SEE DETAILS FOR
SECTION 1A
CURB & GUTTER
CURB & GUTTER
EXISTING
PAVEMENT SECTIONS
SEE DETAILS FOR
SECTION 1A
CURB & GUTTER
SECTION 1A
CURB & GUTTER
CURB & GUTTER
EXISTING
PAVEMENT SECTIONS
SEE DETAILS FOR
SECTION 1A
CURB & GUTTER
TYPSEC
JUSTICE CENTER RD
TYPICAL SECTIONS
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Colorado Springs, CO 80919
EXISTING TYPICAL
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VARIESVARIES
2.0%2.0% 4:1
4:1
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EXISTING TYPICAL
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VARIESVARIES
S D
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S H
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STA. 24+15.53 TO STA. 33+36.73
STA. 10+74.75 TO STA. 17+28.41
STA. 17+72.03 TO STA. 24+15.53
STA. 33+36.73 TO STA. 37+00.18
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PROPOSED TYPICAL
2.0% 2.0%4:1
4:1
S D
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S H
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S H
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STA. 10+74.75 TO STA. 17+28.41
STA. 20+20.89 TO STA. 21+02.90
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2.0%2.0%4:1
4:1
S D
W K
S H
L D
R
S H
L D
STA. 23+86.64 TO STA. 24+15.40
2.5'
4'6'
18'-19'
VARIES
11'
EXISTING GROUND
2.5'
4'6'
11'
2.5'
4' 6'
11'
11' 11' 11'
2.5'
4'
6'
2.5'5'
CURB & GUTTER
EXISTING
PAVEMENT SECTIONS
SEE DETAILS FOR
HCL/VCL
HCL
HCL/VCL
VCL
PAVEMENT SECTIONS
SEE DETAILS FOR
SECTION 1A
CURB & GUTTER
SECTION 1A
CURB & GUTTER
SECTION 1A
CURB & GUTTER
PAVEMENT SECTIONS
SEE DETAILS FOR
SECTION 1A
CURB & GUTTER
SECTION 1A
CURB & GUTTER
TYPSEC
JUSTICE CENTER RD
TYPICAL SECTIONS
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Suite 220
Colorado Springs, CO 80919
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STA. 32+85.77 TO STA. 33+15.95
STA. 30+90.87 TO STA. 32+07.13
STA. 28+52.23 TO STA. 29+94.83
STA. 25+28.39 TO STA. 27+47.20
2.0%
SOAQ
JUSTICE CENTER DRIVE
SUMMARY OF
APPROXIMATE QUANTITIES
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5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
FOR REFERENCE ONLY
BID TABULATION AND PROJECT
QUANTITIES PROVIDED IN THE BID
SCHEDULE SECTION B-1 OF THE
PROJECT MANUAL SHALL BE USED
FOR BIDDING PURPOSES.
TAB
JUSTICE CENTER DRIVE
DESIGN TABULATIONS
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PH17_TAB_01.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
FOR REFERENCE ONLY
BID TABULATION AND PROJECT
QUANTITIES PROVIDED IN THE BID
SCHEDULE SECTION B-1 OF THE
TAB
JUSTICE CENTER DRIVE
DESIGN TABULATIONS
Phone:
FAX:
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
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Init.CommentsDate:
Sheet Revisions5/2/2025Print Date:
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Unit Information
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PH17_TAB_02.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
FOR REFERENCE ONLY
BID TABULATION AND PROJECT
QUANTITIES PROVIDED IN THE BID
SCHEDULE SECTION B-1 OF THE
S
SA
HCL JUSTICE CENTER RD HT01
EXISTING ROW (TYP)
Phone:
FAX:
Numbers
Structure
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Unit Information
V A
H a r t
:3 w il s p w .b e n t le y .c o m :w il s p w
D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
D e s ig n
D r a w in g s
P H
G
E O
M
.d g n
PH17_GEOM_01.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
W2 LOT 2 HANDY & MC GEE'S SUB
3235 GRANDVIEW AVE
LOT 1 PUGIN SUB
3245 GRANDVIEW AVE PUD AMENDED PLAT
LOT 2 HEATHERWOOD APTS
JUSTICE CENTER RD
1220.77'
P O
B
.0
JUSTICE CENTER RD
GEOM
GEOMETRIC LAYOUT PLAN
M A
T C
H L I N
T
A
S T
A
B E
G
O J E
C T
50'0' 25' 100'
JUSTICE CENTER RD
G R
A N
D V I
W
G
SA
S A
SA
S
A
W V
HCL JUSTICE CENTER RD
HC01
EXISTING ROW (TYP)
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H a r t
:3
:3 w il s p w .b e n t le y .c o m :w il s p w
D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
D e s ig n
D r a w in g s
P H
G
E O
M
.d g n
PH17_GEOM_02.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
PUD AMENDED PLAT
LOT 2 HEATHERWOOD APTS
JUSTICE CENTER RD
O
L
E
K
T
C H
A M
E N
D
H
A T
H E
R W
O
U
D
J U
S T I
N T
PUD AMENDED PLAT
LOT 1 HEATHERWOOD APARTMENT
260 JUSTICE CENTER RD
W2 LOT 2 HANDY & MC GEE'S SUB
3235 GRANDVIEW AVE
ADMIN SUB WAIVER
LOT 9B JUSTICE CENTER
241 JUSTICE CENTER RD
LOT 2 CARDINAL SUB EXEMPTION
250 JUSTICE CENTER RD
104.52'
.52
.7
P T
.8
P I
.2
JUSTICE CENTER RD
GEOM
GEOMETRIC LAYOUT PLAN
M A
T C
H L I N
E
S
T A
50'0' 25' 100'
JUSTICE CENTER RD
M A
T C
H L I
A
H E
A T
H E
R W
O O
D
O
E
T
A
S A
SA
SA
O
S W
HCL JUSTICE CENTER RD
HT02
HC02
EXISTING ROW (TYP)
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:3
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D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
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E O
M
.d g n
PH17_GEOM_03.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
COMPLEX SUB FIL III
LOT 12 FREMONT PROFESSIONAL
3232 INDEPENDENCE RD
LOT 1 CARDINAL SUB EXEMPTION
200 JUSTICE CENTER RD
SUB FIL III
LOT 11 FREMONT PROFESSIONAL COMPLEX
3239 INDEPENDENCE RD
ADMIN SUB WAIVER
LOT B JUDICIAL COMPLEX
172 JUSTICE CENTER RD
.77
.74
107.74'
P T
.8
.6
P T
.8
P I
.3
JUSTICE CENTER RD
GEOM
GEOMETRIC LAYOUT PLAN
M A
T C
H L I
A
50'0' 25' 100'
JUSTICE CENTER RD
I N
D E
P E
N D
E N
M A
T C
H L I
A
SA
S A
V B
HCL JUSTICE CENTER RD HT03
EXISTING ROW (TYP)
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D o c u m e n t s
T R
N
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C a n y
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M
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PH17_GEOM_04.dgn of
Unit Leader
Vert. Scale:
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Colorado Springs, CO 80919
SUB FIL II
LOT 4 FREMONT PROFESSIONAL COMPLEX
161 JUSTICE CENTER RD
LOT 1 WESTSIDE SUB EXEMPTION
127 JUSTICE CENTER RD
ADMIN SUB WAIVER
LOT A JUDICIAL COMPLEX
136 JUSTICE CENTER RD
1152.46'
JUSTICE CENTER RD
GEOM
GEOMETRIC LAYOUT PLAN
M A
T C
H L I
A
50'0' 25' 100'
JUSTICE CENTER RD
M A
T C
H L I
A
HCL JUSTICE CENTER RD HT03
EXISTING ROW (TYP)
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D o c u m e n t s
T R
N
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C a n y
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PH17_GEOM_05.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
SUB WAIVER PLAT
LOT 2 MANNINO ADMIN
121 JUSTICE CENTER RD
P O
E
.3
JUSTICE CENTER RD
GEOM
GEOMETRIC LAYOUT PLAN
50'0' 25' 100'
JUSTICE CENTER RD
E
O J E
C T
U .S
H
Y
M A
T C
H L I
A
PROPOSED GRADE
EXISTING GROUND
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H a r t
:4 w il s p w .b e n t le y .c o m :w il s p w
D o c u m e n t s
T R
N
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C a n y
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P H
P n P
.d g n
PH17_PnP_06.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
SEE TYPICAL SECTIONS
FROM LT EOP
2% CROWN SECTION
32+00 33+00 35+0034+00 37+0036+00 38+00 39+00
V P
T
.6
E L
.8
V P
C
.8
E L
.7
V P I
.8
E L
.4
V P I
.0
E L
.3
V P I
.0
E L
.6
V P I
.8
E L
.6
2.60% 0.93%
2.76% 2.16%
MDS = Symmetric Parabola
V.C. = 50.00' e = -0.10'
SSD = 672'
K = 30.00
JUSTICE CENTER RD
PnP
5400 5400
31+75 39+15
DESIGN PROFILE
HCL JUSTICE CENTER RD
.3
.6
.6
5.98'
TOE OF FILL (TYP)
TOP OF CUT (TYP)
TOE OF FILL (TYP)
7.1 5'
.0
5'
.0
5' 6.37' 5' 6.94'
.4
5'
.5
R
9.01'
.5
R
.6
5'
1'R
.5
.3
.4
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D o c u m e n t s
T R
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P H
D e t a il
C R .d g n
PH17_Detail_CR-09.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
PAVING LEGEND
4" CONCRETE SIDEWALK
CONCRETE DRIVEWAY
HMA
CONCRETE CURB RAMP
CONCRETE MEDIAN COVER MATERIAL
CURB AND GUTTER SECTION 1A
18" REINFORCED CONCRETE PIPE
12" CORRUGATED METAL PIPE
TYPE R INLET
SIDEWALK DRAIN PAN (CHASE)
TYPE D INLET
EMBANKMENT PROTECTION TYPE 5
18 INCH REINFORCED CONCRETE END SECTION
12 INCH STEEL END SECTION
10'0' 5' 20'
BKM
DETAIL-CR
JUSTICE CENTER RD
CURB RAMP DETAIL
JUSTICE CENTER RD
1.20%
1.20%
.4
.4
.5
4.30%
4.40%
1.30%
1.30%
.4
.8
.3
1.40%
.4
.4
1.40%
1.40%
.5
.5
1.40%
1.40%
.4
.4
0.80%
0.80%
.4
1.00%
1.40%
.0
% 5.30%
2.70%
.4
U .S
H
SHEET 09
.6
1.5
1.40%
1.00%
7.3 0%
6.
.6
1.
.7
.6
.9
.3
REQUIREMENTS.
DIMENSIONS/GRADES MEET CURRENT PROWAG
2. CONTRACTOR SHALL ENSURE THAT FINAL
DETAILS.
SHALL BE MAINTAINED. REFER TO STANDARD
1. CRITICAL DIMENSIONS AND GRADES SHOWN
NOTES:
EXISTING SUBGRADE
TREATED FDR
MIN. 12" CEMENT
(CLASS 1)
GEOTEXTILE EROSION CONTROL
DECORATIVE ROCK MULCH
4:1 MAX 6:1
2'
EXISTING GROUND
EXISTING ASPHALT
11' 11' 4'
MISC EXCAVATION 4-FT X 17"
FDR 11-FT X 17"
DETAILS
JUSTICE CENTER DRIVE
DETAILS
NOTES:
OF CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019.
ANY CONCRETE SHALL MEET CLASS 2 REQUIREMENTS FOR SULFATE EXPOSURE PER SECTION 601.04 15.
CITY AND COMPRISE SX AGGREGATE GRADATION, PG 64-22 BINDER, AND A 75 GYRATION MIX.
HMA DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF CANON 14.
PAVEMENT SECTION SHALL BE PERFORMED.
UPON COMPLETION OF MICRO FRACTURING, CONSTRUCTION OF A MINIMUM 5-INCH THICK ASPHALT 13.
ROLLER OPERATING AT MAXIMUM AMPLITUDE.
OVERLYING ASPHALT PAVEMENT. THIS SHOULD INCLUDE A HEAVY (12 TON) STEEL DRUM VIBRATORY
POTENTIAL FOR SHRINKAGE CRACKING OF THE CEMENT TREATED FDR TO REFLECT THOUGH THE NEW
IMMEDIATELY PRIOR TO PAVING, MICRO FRACTURING SHALL BE PERFORMED TO MINIMIZE THE 12.
SUPPORT OF PAVING EQUIPMENT, PAVING CAN COMMENCE.
ONCE THE SUBBASE HAS CURED ENOUGH TO PASS PROOF ROLL REQUIREMENTS TO FACILITATE 11.
THE CEMENT TREATED FDR SHALL REMAIN IN A MOIST CONDITION FOR PROPER CURING.10.
AND 3% ABOVE OPTIMUM.
COMPACT TO MINIMUM 95% STANDARD PROCTOR (ASTM D698) AT A MOISTURE CONTENT BETWEEN 0
COMPACTION COMPLETED WITHIN 4 HOURS FROM THE TIME CEMENT IS EXPOSED TO WATER.
COMPACTION OF THE CEMENT TREATED FDR SHALL BEGIN WITHIN 30 MINUTES OF MIXING, AND FINAL 9.
PROOF ROLL ONCE CURED.
THE NEW FDR SUBBASE. NO MINIMUM COMPRESSIVE STRENGTH TARGET REQUIRED, BUT MUST PASS
FDR SHALL INCLUDE A MINIMUM OF 3% AND MAXIMUM OF 5% CEMENT AS REQUIRED TO STABILIZE 8.
SUBBASE UPON WHICH TO CONSTRUCT A NEW PAVEMENT SECTION.
PAVEMENT SURFACE WITH THE UNDERLYING EXISTING BASE/SUBGRADE TO FORM A NEW COMPACTED
FULL-DEPTH RECLAMATION (FDR) INCLUDES MILLING (2" MAX. FRAGMENTS) AND MIXING THE EXISTING 7.
SURFACE.
TO 12 INCHES BELOW THE MILLED
ASPHALT THEN FDR WITH CEMENT
MILL OFF 5 INCHES OF EXISTING
OR
ALLOW FOR 5 INCHES OF NEW HMA.
REMOVE UPPER PORTION OF CTS TO
EXISTING PAVEMENT SURFACE.
CEMENT) TO 17 INCHES BELOW
FDR WITH CEMENT (ASSUME 3-4%
601.04 OF CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019.
ANY NEW CONCRETE SHALL MEET CLASS 2 REQUIREMENTS FOR SULFATE EXPOSURE PER SECTION 6.
MIX.
CITY. THE MIX SHALL COMPRISE SX AGGREGATE GRADATION, PG 64-22 BINDER, AND A 75 GYRATION
HMA DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF CANON 5.
DEFLECTION IS MINIMAL TO FACILITATE PROPER COMPACTION OF THE ASPHALT LAYERS.
FABRIC, GRID, AND ABC AS SHOWN ABOVE. THE PURPOSE OF THIS PROOF ROLL IS TO ENSURE ANY
FINAL PROOF ROLL WITH LOADED WATER TRUCK SHALL BE PERFORMED AFTER INSTALLATION OF 4.
T99) AT A MOISTURE CONTENT WITHIN 2% OF OPTIMUM.
SPECIFICATIONS. COMPACT NEW ABC TO MIN. 97% OF STANDARD PROCTOR DRY DENSITY (AASHTO
ABC MATERIALS SHOULD CONFORM TO CDOT CLASS 5 OR 6 AGGREGATE BASE COURSE 3.
CONTRACTORS EXPENSE.
EQUIPMENT ON THE SUBGRADE (ANYTHING GREATER THAN A SKID LOADER) WILL BE AT THE
ABOVE, OR AS DIRECTED BY THE ENGINEER AFTER PROOF-ROLL, THAT IS DUE TO THE USE OF HEAVY
DESTABILIZE THE SUBGRADE. ADDITIONAL STABILIZATION BEYOND THAT DESIGNED IN THE SCHEMATIC
THE SUBGRADE IS NOT SUBJECTED TO HEAVY CONSTRUCTION TRAFFIC AS THIS WILL FURTHER
THE EXISTING PAVEMENT AND CONSTRUCTION OF NEW PAVEMENT SHALL BE PERFORMED SUCH THAT
CONSTRUCTION EQUIPMENT LOADS APPLIED DIRECTLY ON THE SUBGRADE. THEREFORE, DEMOLITION OF
DUE TO THE SOFT SUBGRADE SOIL CONDITIONS, THE SOIL WILL NOT SUPPORT TYPICAL ROADWAY 2.
INTO THE SUBGRADE IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT.
THICKER AGGREGATE BASE SECTION ABOVE THE GRID AND FABRIC, OR SHOVING ROCK (TYP. 3 TO 6")
SHOWN ABOVE) AS DETERMINED BY THE ENGINEER. ADDITIONAL STABILIZATION MAY INCLUDE A
BE PERFORMED TO EVALUATE IF ADDITIONAL SUBGRADE STABILIZATION IS REQUIRED (BEYOND THAT
PAVEMENT PER THE ABOVE SCHEMATIC, A LIGHT PROOF ROLL WITH SKID LOADER OR SIMILAR SHALL
AFTER REMOVAL OF EXISTING PAVEMENT, BASE, AND SUBGRADE, AS NECESSARY TO INSTALL NEW 1.
ROCK MULCH DETAIL
DEPRESSED EXISING GROUND TIE IN
(HMA OVER CEMENT TREATED FDR)
PAVEMENT SECTION THICKNESS DESIGN
Ò
FULL DEPTH RECLAMATION
(ASPHALT)
LANE
EXISTING
(ASPHALT)
LANE
EXISTING
TYPICAL EXCAVATION DETAIL
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Colorado Springs, CO 80919
DETAILS
JUSTICE CENTER DRIVE
DETAILS
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DETAILS
JUSTICE CENTER DRIVE
DETAILS
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DETAILS
JUSTICE CENTER DRIVE
DETAILS
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DETAILS
JUSTICE CENTER DRIVE
DETAILS
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DETAILS
JUSTICE CENTER DRIVE
DETAILS
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JUSTICE CENTER DRIVE
DETAILS
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DETAILS
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Suite 220
Colorado Springs, CO 80919
SWMP-GN
JUSTICE CENTER RD
STORMWATER MANAGEMENT
GENERAL PLAN NOTES SHEET
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S
W M
P
G e n
N o t e
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Colorado Springs, CO 80919
SWMP-GN
JUSTICE CENTER RD
STORMWATER MANAGEMENT
GENERAL PLAN NOTES SHEET
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V A
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D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
D e s ig n
D r a w in g s
P H
S
W M
P
G e n
N o t e
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Colorado Springs, CO 80919
SWMP-GN
JUSTICE CENTER RD
STORMWATER MANAGEMENT
GENERAL PLAN NOTES SHEET
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T R
N
C it y o f
C a n y
C O
P h a s e
D e s ig n
D r a w in g s
P H
S
W M
P
G e n
N o t e
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SWMP-GN
JUSTICE CENTER RD
STORMWATER MANAGEMENT
GENERAL PLAN NOTES SHEET
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T R
N
C it y o f
C a n y
C O
P h a s e
D e s ig n
D r a w in g s
P H
S
W M
P
G e n
N o t e
.d g n
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Vert. Scale:
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Colorado Springs, CO 80919
SWMP-GN
JUSTICE CENTER RD
STORMWATER MANAGEMENT
GENERAL PLAN NOTES SHEET
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T R
N
C it y o f
C a n y
C O
P h a s e
D e s ig n
D r a w in g s
P H
S
W M
P
G e n
N o t e
.d g n
PH17_SWMP_GenNote_05.dgn of
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Vert. Scale:
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Colorado Springs, CO 80919
SWMP-GN
JUSTICE CENTER RD
STORMWATER MANAGEMENT
GENERAL PLAN NOTES SHEET
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T R
N
C it y o f
C a n y
C O
P h a s e
D e s ig n
D r a w in g s
P H
S
W M
P
G e n
N o t e
.d g n
PH17_SWMP_GenNote_06.dgn of
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Vert. Scale:
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Colorado Springs, CO 80919
SWMP-GN
JUSTICE CENTER RD
STORMWATER MANAGEMENT
GENERAL PLAN NOTES SHEET
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T R
N
C it y o f
C a n y
C O
P h a s e
D e s ig n
D r a w in g s
P H
S
W M
P
G e n
N o t e
.d g n
PH17_SWMP_GenNote_07.dgn of
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Vert. Scale:
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SWMP-GN
JUSTICE CENTER RD
STORMWATER MANAGEMENT
GENERAL PLAN NOTES SHEET
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D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
D e s ig n
D r a w in g s
P H
S
W M
P
G e n
N o t e
.d g n
PH17_SWMP_GenNote_08.dgn of
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Vert. Scale:
5755 Mark Dabling Blvd.
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Colorado Springs, CO 80919
SWMP-GN
JUSTICE CENTER RD
STORMWATER MANAGEMENT
GENERAL PLAN NOTES SHEET
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T R
N
C it y o f
C a n y
C O
P h a s e
D e s ig n
D r a w in g s
P H
S
W M
P
G e n
N o t e
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Colorado Springs, CO 80919
SWMP-GN
JUSTICE CENTER RD
STORMWATER MANAGEMENT
GENERAL PLAN NOTES SHEET
10 10
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D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
D e s ig n
D r a w in g s
P H
S
W M
P
G e n
N o t e
.d g n
PH17_SWMP_GenNote_10.dgn of
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Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
SA 1
HCL JUSTICE CENTER RD
2' X 6' WHITE CROSS WALK, 12 SF (TYP)
24" WHITE STOP BAR, 28 SF (TYP)
4" DOUBLE YELLOW LINE, 576 LF
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D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
T r a f f ic
I T
S
D r a w in g s
P H
S
S
.d g n
PH17_SS_01.dgn of
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Vert. Scale:
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Suite 220
Colorado Springs, CO 80919
JUSTICE CENTER RD
SS-Pn
SIGNING & STRIPING PLAN
CAÑON CITY
CITY LIMIT
RELOCATE
M A
T C
H L I
A
S T
A
B E
G
O J E
C T
50'0' 25' 100'
JUSTICE CENTER RD
G R
A N
D V I
RESET
G
SA
S A
HCL JUSTICE CENTER RD
8" SOLID WHITE LINE, 47 LF
8" SOLID WHITE LINE, 97 LF
4" DOUBLE YELLOW LINE, 775 LF
LEFT ARROW MARKING, 15.5 SF
LEFT ARROW MARKING, 15.5 SF
8" DOTTED WHITE LINE, 97 LF
RIGHT ARROW MARKING, 15.5 SF
.7
.4
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T R
N
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C a n y
C O
P h a s e
T r a f f ic
I T
S
D r a w in g s
P H
S
S
.d g n
PH17_SS_02.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
JUSTICE CENTER RD
SS-Pn
SIGNING & STRIPING PLAN
LEFT LANE
MUST
TURN LEFT
RESET
M A
T C
H L I
A
JUSTICE CENTER RD
50'0' 25' 100'
M A
T C
H L I
A
O
E
T
C H
H E
A T
H E
R W
O
S A
W V
HCL JUSTICE CENTER RD
4" DOUBLE YELLOW LINE, 450 LF
8" DOTTED WHITE LINE, 27 LF
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:0 w il s p w .b e n t le y .c o m :w il s p w
D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
T r a f f ic
I T
S
D r a w in g s
P H
S
S
.d g n
PH17_SS_03.dgn of
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Vert. Scale:
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Suite 220
Colorado Springs, CO 80919
0 2
0 2
JUSTICE CENTER RD
SS-Pn
SIGNING & STRIPING PLAN
RESETRESET
RELOCATE
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE 5.
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE 4.
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE 3.
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE 2.
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE 1.
M A
T C
H L I
A
JUSTICE CENTER RD
50'0' 25' 100'
M A
T C
H L I
A
SA
SA
O S
W
V B
HCL JUSTICE CENTER RD
4" DOUBLE YELLOW LINE, 388 LF
2' X 6' WHITE CROSSWALK, 12 SF (TYP)
2' X 6' WHITE CROSSWALK, 12 SF (TYP)
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H a r t
:0 w il s p w .b e n t le y .c o m :w il s p w
D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
T r a f f ic
I T
S
D r a w in g s
P H
S
S
.d g n
PH17_SS_04.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
JUSTICE CENTER RD
SS-Pn
SIGNING & STRIPING PLAN
RESET
INDEPENDENCE RD
JUSTICE CENTER RD
RESET
RESET RESET
M A
T C
H L I
A
JUSTICE CENTER RD
50'0' 25' 100'
I N
D E
P E
N D
E N
M A
T C
H L I
A
A SA
E
HCL JUSTICE CENTER RD
4" DOUBLE YELLOW LINE, 430 LF
2' X 6' WHITE CROSSWALK, 12 SF (TYP)
24" WHITE STOP BAR, 44 SF
8" SOLID WHITE LINE, 93 LF
8" SOLID WHITE LINE, 89 LF
RIGHT TURN ARROW MARKING, 15.5 SF
RIGHT TURN ARROW MARKING, 15.5 SF
RIGHT TURN ARROW MARKING, 15.5 SF
RIGHT TURN ARROW MARKING, 15.5 SF
RIGHT TURN ARROW MARKING, 15.5 SF
8" SOLID WHITE LINE, 50 LF
(PROTECT IN PLACE)
MAST ARM
37+36.44, 29.03' RT
PEDESTRIAN PUSH BUTTON (SEE NOTE 1)
PEDESTRIAN PUSH BUTTON POST ASSEMBLY
37+43.76, 30.89' LT
PEDESTRIAN PUSH BUTTON (SEE NOTE 1)
PEDESTRIAN PUSH BUTTON POST ASSEMBLY
2" CONDUIT (INCIDENTAL TO WIRING)
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:5 w il s p w .b e n t le y .c o m :w il s p w
D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
T r a f f ic
I T
S
D r a w in g s
P H
S
S
.d g n
PH17_SS_05.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
JUSTICE CENTER RD
SS-Pn
SIGNING & STRIPING PLAN
RESET
RESET
RESET
JUSTICE CENTER RD
E
O J E
C T
50'0' 25' 100'
U .S
H
M A
T C
H L I
A
NOTES:
COMPANY.
WITH CDOT, CITY OF CANON CITY, AND THE ELECTRICAL UTILITY
ELECTRICAL CONNECTION, INCLUDING TIMING WITH TRAFFIC SIGNALS,
STANDARD PLAN NO. S-614-45. CONTRACTOR SHALL COORDINATE
1. INSTALL PEDESTRIAN PUSH BUTTON POSTASSEMBLY. PER CDOT
SA
HCL JUSTICE CENTER RD
EXISTING ROW (TYP)
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D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
U t il it ie s
D r a w in g s
P H
U t il it ie s
.d g n
PH17_Utilities_01.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
LOT 1 PUGIN SUB
3245 GRANDVIEW AVE
W2 LOT 2 HANDY & MC GEE'S SUB
3235 GRANDVIEW AVE
LOT 1 PUGIN SUB
3245 GRANDVIEW AVE
UTILITY PLAN
UTIL
A
T C
H L I
A
S T
A
B E
G
O J E
C T
50'0' 25' 100'
JUSTICE CENTER RD
G R
A N
D V I
E
PH1-04
PH1-03PH1-01
PH1-02
INVESTIGATIONS LEADING TO THESE UTILITY DEPICTIONS.
INVESTIGATES AND UNDERSTANDS THE SCOPE AND LIMITS OF THE UTILITY
PROCEDURES DURING EXCAVATION. IT IS IMPORTANT THAT THE CONTRACTOR
APPLICABLE UTILITY DAMAGE PREVENTION STATUTES, POLICIES, AND/OR
DOES NOT RELIEVE THE EXCAVATOR OR UTILITY OWNER FROM FOLLOWING ALL
RELIANCE UPON THIS DATA FOR RISK MANAGEMENT PURPOSES DURING BIDDING
NOTE:
A
G V
HCL JUSTICE CENTER RD
EXISTING ROW (TYP)
PROTECT IN PLACE
48" RCP
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H a r t
:0 w il s p w .b e n t le y .c o m :w il s p w
D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
U t il it ie s
D r a w in g s
P H
U t il it ie s
.d g n
PH17_Utilities_02.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
LOT 1 PUGIN SUB
3245 GRANDVIEW AVE PUD AMENDED PLAT
LOT 2 HEATHERWOOD APTS
JUSTICE CENTER RD
O
E
T
C H
A M
E N
D
A T
H E
R W
O
U
D
J U
S T I
N T
PUD AMENDED PLAT
LOT 1 HEATHERWOOD APARTMENT
260 JUSTICE CENTER RD
W2 LOT 2 HANDY & MC GEE'S SUB
3235 GRANDVIEW AVE
A
T C
H L I
A
JUSTICE CENTER RD
50'0' 25' 100'
M A
T C
H L I
A
PH2-01
PH2-03
PH2-02
PH2-05
PH2-04
PH2-06
PH2-07
PH2-08
H E
A T
H E
R W
O
INVESTIGATIONS LEADING TO THESE UTILITY DEPICTIONS.
INVESTIGATES AND UNDERSTANDS THE SCOPE AND LIMITS OF THE UTILITY
PROCEDURES DURING EXCAVATION. IT IS IMPORTANT THAT THE CONTRACTOR
APPLICABLE UTILITY DAMAGE PREVENTION STATUTES, POLICIES, AND/OR
DOES NOT RELIEVE THE EXCAVATOR OR UTILITY OWNER FROM FOLLOWING ALL
RELIANCE UPON THIS DATA FOR RISK MANAGEMENT PURPOSES DURING BIDDING
NOTE:
I R
R I G
A T I
T
C H
O
E
SA
S A
W V
HCL JUSTICE CENTER RD
EXISTING ROW (TYP)
Phone:
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:0 w il s p w .b e n t le y .c o m :w il s p w
D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
U t il it ie s
D r a w in g s
P H
U t il it ie s
.d g n
PH17_Utilities_03.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
ADMIN SUB WAIVER
LOT 9B JUSTICE CENTER
241 JUSTICE CENTER RD
LOT 2 CARDINAL SUB EXEMPTION
250 JUSTICE CENTER RD
LOT 1 CARDINAL SUB EXEMPTION
200 JUSTICE CENTER RD
0 2
0 2
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE 5.
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE 4.
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE 3.
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE 2.
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE
NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE NOTE 1.
M A
T C
H L I
A
JUSTICE CENTER RD
50'0' 25' 100'
M A
T C
H L I
A
PH3-04
PH3-03PH3-02
PH3-01
INVESTIGATIONS LEADING TO THESE UTILITY DEPICTIONS.
INVESTIGATES AND UNDERSTANDS THE SCOPE AND LIMITS OF THE UTILITY
PROCEDURES DURING EXCAVATION. IT IS IMPORTANT THAT THE CONTRACTOR
APPLICABLE UTILITY DAMAGE PREVENTION STATUTES, POLICIES, AND/OR
DOES NOT RELIEVE THE EXCAVATOR OR UTILITY OWNER FROM FOLLOWING ALL
SA
SA
O S
W
V B
HCL JUSTICE CENTER RD
EXISTING ROW (TYP)
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H a r t
:0 w il s p w .b e n t le y .c o m :w il s p w
D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
U t il it ie s
D r a w in g s
P H
U t il it ie s
.d g n
PH17_Utilities_04.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
COMPLEX SUB FIL III
LOT 12 FREMONT PROFESSIONAL
3232 INDEPENDENCE RD
SUB FIL III
LOT 11 FREMONT PROFESSIONAL COMPLEX
3239 INDEPENDENCE RD
SUB FIL II
LOT 4 FREMONT PROFESSIONAL COMPLEX
161 JUSTICE CENTER RD
ADMIN SUB WAIVER
LOT B JUDICIAL COMPLEX
172 JUSTICE CENTER RD
A
T C
H L I
A
JUSTICE CENTER RD
50'0' 25' 100'
I N
D E
P E
N D
E N
M A
T C
H L I
A
PH4-9
PH4-8PH4-7
PH4-6
PH4-5
PH4-3 PH4-4
PH4-2PH4-1
INVESTIGATIONS LEADING TO THESE UTILITY DEPICTIONS.
INVESTIGATES AND UNDERSTANDS THE SCOPE AND LIMITS OF THE UTILITY
PROCEDURES DURING EXCAVATION. IT IS IMPORTANT THAT THE CONTRACTOR
APPLICABLE UTILITY DAMAGE PREVENTION STATUTES, POLICIES, AND/OR
DOES NOT RELIEVE THE EXCAVATOR OR UTILITY OWNER FROM FOLLOWING ALL
A SA
E
HCL JUSTICE CENTER RD
EXISTING ROW (TYP)
PH5-4
PH5-2
PH5-3
PH5-1
PH5-8
PH5-6
PH5-5
PH5-7
PROTECT IN PLACE
12" CMP STORM CROSSING
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D o c u m e n t s
T R
N
C it y o f
C a n y
C O
P h a s e
U t il it ie s
D r a w in g s
P H
U t il it ie s
.d g n
PH17_Utilities_05.dgn of
Unit Leader
Vert. Scale:
5755 Mark Dabling Blvd.
Suite 220
Colorado Springs, CO 80919
SUB FIL II
LOT 4 FREMONT PROFESSIONAL COMPLEX
161 JUSTICE CENTER RD
LOT 1 WESTSIDE SUB EXEMPTION
127 JUSTICE CENTER RD
SUB WAIVER PLAT
LOT 2 MANNINO ADMIN
121 JUSTICE CENTER RD
ADMIN SUB WAIVER
LOT A JUDICIAL COMPLEX
136 JUSTICE CENTER RD
E
O J E
C T
50'0' 25' 100'
U .S
H
M A
T C
H L I
A
PH5-9
PH5-10
PH5-11 PH5-12
PH5-13
PH5-14
INVESTIGATIONS LEADING TO THESE UTILITY DEPICTIONS.
INVESTIGATES AND UNDERSTANDS THE SCOPE AND LIMITS OF THE UTILITY
PROCEDURES DURING EXCAVATION. IT IS IMPORTANT THAT THE CONTRACTOR
APPLICABLE UTILITY DAMAGE PREVENTION STATUTES, POLICIES, AND/OR
DOES NOT RELIEVE THE EXCAVATOR OR UTILITY OWNER FROM FOLLOWING ALL
3236 G
AN
D
VIEW
AVE
LO
T 1, M
ILAM
LLA
3240 G R
AN
D
VIEW
AVE
3235 GRANDVIEW AVE
W2 LOT 2 HANDY & MC
GEE'S SUB
3245 GRANDVIEW AVE
LOT 1 PUGIN SUB
JUSTICE CENTER RD. (60' R.O.W.)
G R
A N
D
VIEW
A
VE
G R
A N
D
VIEW
A
VE
CP Point #2198
BH JC 10
BH JC 9
Colorado Land Surveyors Inc.
184 S. Tiffany Dr., Unit 106 Pueblo West, CO 81007
719-542-9169
TOPOGRAPHIC SURVEY
JUSTICE CENTER ROAD
In a Portion of Section 35, Township 18 South, Range 70 West of the 6th P.M. in
Fremont County, Colorado
ST
A
+5
M
A
TC
H L
IN
3235 GRANDVIEW AVE
W2 LOT 2 HANDY & MC
GEE'S SUB
3245 GRANDVIEW AVE
LOT 1 PUGIN SUB
JUSTICE CENTER RD
LOT 2 HEATHERWOOD APTS
PUD AMENDED PLAT
JU
ST
IC
E
C
EN
TE
R
R D
L O
T
H
EA
TH
ER
W O
O D
A
PT
S
PU
D
AM
EN
D
ED
P
LA
T
(O
IL
C R
EE
K
D
IT
C H
260 JUSTICE CENTER RD
LOT 1 HEATHERWOOD
APARTMENT PUD AMENDED
PLAT
JUSTICE CENTER RD. (60' R.O.W.)
BH JC 8
CP Point #2197
BH JC 7
Colorado Land Surveyors Inc.
184 S. Tiffany Dr., Unit 106 Pueblo West, CO 81007
719-542-9169
TOPOGRAPHIC SURVEY
JUSTICE CENTER ROAD
In a Portion of Section 35, Township 18 South, Range 70 West of the 6th P.M. in
Fremont County, Colorado
SE
E
SH
EE
TC
H L
IN
ST
1+
SE
E
SH
EE
TC
H L
+5
250 JUSTICE CENTER RD
LOT 2 CARDINAL SUB EXEMPTION
200 JUSTICE CENTER RD
LOT 1 CARDINAL SUB EXEMPTION
241 JUSTICE CENTER RD
LOT 9B JUSTICE CENTER
ADMIN SUB WAIVER
3232 INDEPENDENCE RD
LOT 12 FREMONT
PROFESSIONAL COMPLEX SUB
FIL III
JUSTICE CENTER RD. (60' R.O.W.)
JUSTICE CENTER RD. (60' R.O.W.)
IN
D
EPEN
D
EN
C
E R D
. (60' R .O
.W
IN
D
EPEN
D
EN
C
E R D
. (60' R .O
.W
BH JC 6
CP Point #2196
BH JC 5
BH JC 4
Colorado Land Surveyors Inc.
184 S. Tiffany Dr., Unit 106 Pueblo West, CO 81007
719-542-9169
TOPOGRAPHIC SURVEY
JUSTICE CENTER ROAD
In a Portion of Section 35, Township 18 South, Range 70 West of the 6th P.M. in
Fremont County, Colorado
SE
E
SH
EE
TC
H L
8+
SE
E
SH
EE
TC
H L
1+
3239 INDEPENDENCE RD
LOT 11 FREMONT
PROFESSIONAL COMPLEX SUB
FIL III
161 JUSTICE CENTER RD
LOT 4 FREMONT
PROFESSIONAL COMPLEX SUB
FIL II
127 JUSTICE CENTER RD
LOT 1 WESTSIDE SUB
EXEMPTION
172 JUSTICE CENTER RD
LOT B JUDICIAL COMPLEX
ADMIN SUB WAIVER
JUSTICE CENTER RD. (80' R.O.W.)
IN
D
EPEN
D
EN
C
E R D
. (60' R .O
.W
IN
D
EPEN
D
EN
C
E R D
. (60' R .O
.W
BH JC 4
BH JC 3 BH JC 2
CP Point #2199
Colorado Land Surveyors Inc.
184 S. Tiffany Dr., Unit 106 Pueblo West, CO 81007
719-542-9169
TOPOGRAPHIC SURVEY
JUSTICE CENTER ROAD
In a Portion of Section 35, Township 18 South, Range 70 West of the 6th P.M. in
Fremont County, Colorado
SE
E
SH
EE
TC
H L
4+
SE
E
SH
EE
TC
H L
8+
121 JUSTICE CENTER RD
LOT 2 MANNINO ADMIN
SUB WAIVER PLAT
136 JUSTICE CENTER RD
LOT A JUDICIAL
COMPLEX ADMIN SUB
WAIVER
JUSTICE CENTER RD. (80' R.O.W.)
E U S H
IG
H
W A
Y 50
BH JC 1
Colorado Land Surveyors Inc.
184 S. Tiffany Dr., Unit 106 Pueblo West, CO 81007
719-542-9169
TOPOGRAPHIC SURVEY
JUSTICE CENTER ROAD
In a Portion of Section 35, Township 18 South, Range 70 West of the 6th P.M. in
Fremont County, Colorado
SE
E
SH
EE
TC
H L
4+
File details come from the government source that posted it. Updated .