Design Plans - Batch 3 Traffic Signal Rebuilds - Final_Signed_jd_090825.pdf
PDF 16 MB Posted
- Solicitation number
- 25-09-04
- Issued by
- Arapahoe County, Colorado
About this file
The document is a comprehensive set of engineering and construction plans for the City of Centennial, Colorado's Batch 3 Span Wire to Mast Arms project, involving traffic signal rebuilds at three intersections: East Arapahoe Road and South Franklin Street, East Dry Creek Road and South Franklin Street, and East Dry Creek Road and South Clarkson Street. The project, identified as City of Centennial Project 20240152, involves removing existing span wire traffic signal infrastructure and replacing it with mast arm signal systems. The project includes multiple phases of work, including civil removals, utility investigations, traffic signal replacements, electrical work, signing and striping, and grading and erosion control. The project is scheduled for completion by August 20, 2025, with various technical details and specifications outlined across 51 detailed engineering sheets.
The project involves multiple utility coordination efforts, including work with Denver Water, Xcel Energy, CenturyLink, and the Southeast Metro Stormwater Authority. The engineering plans detail precise civil engineering requirements, including detailed topographical surveys, utility mapping, signal pole schedules, and comprehensive erosion control measures. The project includes specific quantities for various construction elements such as electrical conduits, signal heads, pedestrian signals, and pavement markings. Funding and execution will be managed through the City of Centennial's Public Works Department, with detailed technical specifications ensuring compliance with local, state, and federal engineering standards. The project emphasizes careful utility coordination, traffic management, and adherence to comprehensive engineering and environmental control standards.
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Text version
DRY CREEK RD
FR
AN
KLIN
ST
CLARKSON ST
ARAPAHOE RD
FR
AN
KLIN
ST
BATCH 3 - SPAN WIRE TO MAST ARM TRAFFIC SIGNAL REBUILDS
CITY OF CENTENNIAL, COLORADO
CITY OF CENTENNIAL PROJECT 20240152
10404415_TITLE SHEET.DWG
1" = 1200' N/A
TITLE SHEET
01 01TITLE
AD
08-19-2025
PROJECT LOCATION MAP
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
PROJECT LOCATIONS
E. ARAPAHOE RD AND S. FRANKLIN ST INTERSECTION
E. DRY CREEK RD AND
S. CLARKSON ST INTERSECTION E. DRY CREEK RD AND
S. FRANKLIN ST INTERSECTION
ENGINEER'S CERTIFICATION:
I HEARBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS FOR THE SPANWIRE TO
MASTARM TRAFFIC SIGNAL CONVERSIONS AT THE INTERSECTIONS OF EAST ARAPAHOE
ROAD AND SOUTH FRANKLIN STREET, THE INTERSECTION OF EAST DRY CREEK ROAD AND
SOUTH FRANKLIN STREET, AND THE INTERSECTION OF EAST DRY CREEK ROAD AND
SOUTH CLARKSON STREET WERE PREPARED BY ME (OR UNDER BY DIRECT SUPERVISION)
IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CENTENNIAL ROADWAY
DESIGN AND CONSTRUCTION STANDARDS.
CITY OF CENTENNIAL ACCEPTANCE:
THE CITY OF CENTENNIAL MAKES ACCEPTANCE OF THESE PLANS CONDITIONAL OF THERE
BEING NO WARRANTY OR LIABILITY CONNECTED THEREWITH. THIS ACCEPTANCE SHALL
NOT BE CONSTRUED TO RELIEVE THE REGISTERED PROFESSIONAL ENGINEER
CERTIFYING THESE PLANS FROM HIS RESPONSIBILITY AND ACCURACY THEREOF. THESE
PLANS ARE ACCEPTABLE FOR PERMIT FOR A PERIOD OF TWO YEARS SUBSEQUENT TO
THE DATA BELOW.
DIRECTOR OF PUBLIC WORKS OR DESIGNEE DATE
CONTACTS:
CITY OF CENTENNIAL - SIGNAL
OFFICE: (303) 325-8000
TRAFFICOPS@CENTENNIALCO.GOV
SOUTH ARAPAHOE SANITATION DISTRICT
OFFICE: (303) 985-3636
DENVER WATER
ENGINEERINGSTANDARDS@DENVERWATER.ORG
SOUTHEAST METRO STORMWATER AUTHORITY
OFFICE: (303) 858-8844
KRIERDEN@SEMSWA.ORG
XCEL ENERGY - GAS/ELECTRIC
OFFICE: (303) 448-4800
TING - FIBER OPTIC
OFFICE: (844) 846-4994
ZAYO - FIBER OPTIC
OFFICE: (866) 364-6033
FIBERWORKS - FIBER OPTIC
OFFICE: (303) 325-8000
FIBERWORKS@CENTENNIALCO.GOV
CENTURYLINK - FIBER OPTIC/TELEPHONE
OFFICE: (800) 778-9140
12001200 0 600
SCALE: 1" = 1200'
08/20/2025
09/08/2025
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
10404415_RDW_GEN_NOTES.DWG
N/A N/A
GENERAL NOTES
02 03GENERAL 3
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
10404415_RDW_GEN_NOTES.DWG
N/A N/A
GENERAL NOTES
03 03GENERAL 4
CO
LO
RADO L ICENSED
PROFESSIONAL ENGINE
ER
53301
JO
R
D
AN T . PIASKO
W Y
01.15.25
RADO L ICENSED
PROFESSIONAL ENGINE
ER
53301
JO
R
D
AN T . PIASKO
W Y
T
01.15.25
RADO L ICENSED
PROFESSIONAL ENGINE
ER
53301
JO
R
D
AN T . PIASKO
W Y
01.15.25
Plans have been scaled down per client request.
Plan users should verify that 1" equals 80'
RADO L ICENSED
PROFESSIONAL ENGINE
ER
53301
JO
R
D
AN T . PIASKO
W Y
01.15.25
Plans have been scaled down per client request.
Plan users should verify that 1" equals 60'
RADO L ICENSED
PROFESSIONAL ENGINE
ER
53301
JO
R
D
AN T . PIASKO
W Y
01.15.25
Plans have been scaled down per client request.
Plan users should verify that 1" equals 60'
8/19/2025
8/19/2025
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
10404415_RDW_TABS.DWG
N/A N/A
CIVIL TABULATIONS
01 01QUANTITIES 15
SO
U
TH
F
R
AN
KL
IN
S T
EAST ARAPAHOE RD
BEGIN REMOVAL OF CONCRETE CURB RAMP
N: 1642134.95, E: 3149311.43
END REMOVAL OF CONCRETE CURB RAMP
N: 1642141.42, E: 3149318.25
BEGIN REMOVAL OF SIDEWALK
N: 1642041.48, E: 3149315.66
N: 1642039.89, E: 3149314.44
N: 1642038.67, E: 3149316.03
END REMOVAL OF SIDEWALK
N: 1642040.26, E: 3149317.25
BEGIN REMOVAL OF SIDEWALK
N: 1642039.66, E: 3149368.28
N: 1642038.38, E: 3149369.48
N: 1642041.00, E: 3149372.57
END REMOVAL OF SIDEWALK
N: 1642042.96, E: 3149371.11
BEGIN REMOVAL OF CURB
N: 1642041.34, E: 3149373.11
END REMOVAL OF CURB
N: 1642043.43, E: 3149379.26
EXISTING ROW
EXISTING ROW
EXISTING ROW
EXISTING ROW
EXISTING INLET
PROTECT IN PLACE
EXISTING INLETS
PROTECT IN PLACE
MODIFY PLANTER BOX
AS SEEN ON PLANS
N: 1642040.85, E: 3149369.56
N: 1642041.40, E: 3149369.05
BEGIN REMOVAL OF ASPHALT MAT
N: 1642127.05, E: 3149318.23
END REMOVAL OF ASPHALT MAT
N: 1642140.53, E: 3149325.85
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
10404415_RDW_REM.DWG
1" = 20' N/A
E. ARAPAHOE RD AND S. FRANKLIN ST
CIVIL REMOVAL PLAN
01 03REMOVALS
LEGEND:
REMOVAL OF SIDEWALK
REMOVAL OF CONCRETE CURB RAMP
REMOVAL OF CONCRETE PAVEMENT
REMOVAL OF ASPHALT MAT
EXISTING ROW
EXISTING EASEMENT
2020 0 10
SCALE: 1" = 20'
BEGIN REMOVAL OF CURB
N: 1636847.60, E: 3150714.03
EAST DRY CREEK RD
SO
U
TH
F
R
AN
KL
IN
S T
END REMOVAL OF SIDEWALK
END REMOVAL OF CURB
N: 1636847.98, E: 3150720.82
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636841.96, E: 3150709.14
END REMOVAL OF CURB AND GUTTER
N: 1636842.66, E: 3150723.08
BEGIN REMOVAL OF SIDEWALK
BEGIN REMOVAL OF CURB
N: 1636862.00, E: 3150724.83
END REMOVAL OF CURB
N: 1636870.54, E: 3150730.62
BEGIN REMOVAL OF SIDEWALK
N: 1636847.54, E: 3150709.03
END REMOVAL OF SIDEWALK
END REMOVAL OF CURB AND GUTTER
N: 1636870.83, E: 3150735.18
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636862.38, E: 3150735.48
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636878.21, E: 3150779.02
BEGIN REMOVAL OF SIDEWALK
N: 1636878.25, E: 3150783.55
END REMOVAL OF SIDEWALK
N: 1636870.25, E: 3150783.57
END REMOVAL OF CURB AND GUTTER
N: 1636870.22, E: 3150779.09
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636856.41, E: 3150793.41
END REMOVAL OF CURB AND GUTTER
N: 1636856.45, E: 3150800.94
END REMOVAL OF SIDEWALK
N: 1636865.00, E: 3150800.89
BEGIN REMOVAL OF SIDEWALK
N: 1636862.94, E: 3150793.30
BEGIN REMOVAL OF ASPHALT MAT
N: 1636867.61, E: 3150794.42
END REMOVAL OF ASPHALT MAT
N: 1636865.77, E: 3150798.03
BEGIN REMOVAL OF SIDEWALK
N: 1636757.73, E: 3150797.15
END REMOVAL OF SIDEWALK
N: 1636767.93, E: 3150799.67
BEGIN REMOVAL OF SIDEWALK
N: 1636770.91, E: 3150803.93
END REMOVAL OF SIDEWALK
N: 1636771.50, E: 3150809.05
N: 1636776.43, E: 3150808.56
END REMOVAL OF CURB AND GUTTER
N: 1636780.97, E: 3150805.95
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636780.20, E: 3150803.09
END REMOVAL OF CONCRETE PAVEMENT
N: 1636782.88, E: 3150805.36
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636757.73, E: 3150789.53
END REMOVAL OF CURB AND GUTTER
N: 1636768.26, E: 3150792.08
BEGIN REMOVAL OF CONCRETE PAVEMENT
N: 1636759.41, E: 3150787.35
N: 1636776.25, E: 3150787.24
N: 1636772.98, E: 3150792.30
END REMOVAL OF SIDEWALK
N: 1636754.95, E: 3150717.18
BEGIN REMOVAL OF SIDEWALK
N: 1636767.02, E: 3150713.63
EXISTING ROW
EXISTING ROW
EXISTING ROW
EXISTING UTILITY EASEMENT
EXISTING ROW
EXISTING UTILITY EASEMENT EXISTIN
G
G
AS
EASEM
EN
T
EXISTIN
G
PSC
O
EASEM
EN
T
REMOVAL OF CONCRETE CURB RAMP
REMOVAL OF CONCRETE CURB RAMP
REMOVAL OF CONCRETE CURB RAMP
REMOVAL OF LIGHT STANDARD
(BY OTHERS)
N: 1636854.97, E: 3150727.76
EXISTING INLET
PROTECT IN PLACE
EXISTING INLET
PROTECT IN PLACE
END REMOVAL OF CURB AND GUTTER
N: 1636755.79, E: 3150724.96
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636766.69, E: 3150722.40
BEGIN REMOVAL OF CONCRETE PAVEMENT
N: 1636768.37, E: 3150727.02
END REMOVAL OF CONCRETE PAVEMENT
N: 1636755.78, E: 3150727.15
BEGIN REMOVAL OF ASPHALT MAT
N: 1636837.96, E: 3150709.19
END REMOVAL OF ASPHALT MAT
N: 1636870.95, E: 3150739.18
END REMOVAL OF ASPHALT MAT
N: 1636852.45, E: 3150800.96
BEGIN REMOVAL OF ASPHALT MAT
N: 1636878.19, E: 3150775.02
N: 1636764.57, E: 3150716.83
PROPOSED TRAFFIC SIGNAL /
PUBLIC WORKS EASEMENT
PROPOSED TRAFFIC SIGNAL /
PUBLIC WORKS EASEMENT
PROPOSED TRAFFIC SIGNAL /
PUBLIC WORKS EASEMENT
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
10404415_RDW_REM.DWG
1" = 20' N/A
E. DRY CREEK RD AND S. FRANKLIN ST
CIVIL REMOVAL PLAN
02 03REMOVALS
LEGEND:
REMOVAL OF SIDEWALK
REMOVAL OF CONCRETE CURB RAMP
REMOVAL OF CONCRETE PAVEMENT
REMOVAL OF ASPHALT MAT
EXISTING ROW
EXISTING EASEMENT
2020 0 10
SCALE: 1" = 20'
EAST DRY CREEK RD
SO
U
TH
C
LA
R
KS
O
N S
T
BEGIN REMOVAL OF SIDEWALK
N: 1636828.33, E: 3148690.06
END REMOVAL OF SIDEWALK
N: 1636828.34, E: 3148705.06
BEGIN REMOVAL OF SIDEWALK
N: 1636836.45, E: 3148718.22
END REMOVAL OF SIDEWALK
N: 1636851.27, E: 3148719.06
END REMOVAL OF CURB AND GUTTER
N: 1636845.10, E: 3148724.64
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636834.76, E: 3148723.25
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636822.82, E: 3148695.63
END REMOVAL OF CURB AND GUTTER
N: 1636822.81, E: 3148705.00
BEGIN REMOVAL OF SIDEWALK
N: 1636843.35, E: 3148778.65
END REMOVAL OF SIDEWALK
N: 1636836.90, E: 3148782.16
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636843.38, E: 3148772.27
END REMOVAL OF CURB AND GUTTER
N: 1636833.32, E: 3148774.65
BEGIN REMOVAL OF SIDEWALK
N: 1636829.65, E: 3148788.14
END REMOVAL OF SIDEWALK
N: 1636829.11, E: 3148796.27
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636824.32, E: 3148787.18
END REMOVAL OF CURB AND GUTTER
N: 1636823.48, E: 3148796.45
BEGIN REMOVAL OF SIDEWALK
N: 1636735.56, E: 3148786.45
END REMOVAL OF SIDEWALK
END REMOVAL OF CURB
N: 1636748.52, E: 3148792.02
BEGIN REMOVAL OF CURB
N: 1636737.74, E: 3148786.38
BEGIN REMOVAL OF CURB AND GUTTER
N: 1636735.58, E: 3148775.75
END REMOVAL OF CURB AND GUTTER
N: 1636747.84, E: 3148777.09
BEGIN REMOVAL OF SIDEWALK
N: 1636757.71, E: 3148694.75
END REMOVAL OF SIDEWALK
N: 1636757.82, E: 3148706.74
END REMOVAL OF SIDEWALK
N: 1636728.82, E: 3148718.55
BEGIN REMOVAL OF SIDEWALK
N: 1636744.81, E: 3148718.41
EXISTING ROW
EXISTING PSCO EASEMENT
EXISTING ROW
EXISTING UTILITY EASEMENT
EXISTING ROW
EXISTING UTILITY EASEMENT
EXISTING ROW
EXISTING PSCO EASEMENT
REMOVAL OF CONCRETE CURB RAMP
REMOVAL OF CONCRETE CURB RAMP
REMOVAL OF CONCRETE CURB RAMP
REMOVAL OF CONCRETE CURB RAMP
REMOVAL OF LIGHT STANDARD (BY OTHERS)
N: 1636833.21, E: 3148713.72
BEGIN REMOVAL OF ASPHALT MAT
N: 1636818.82, E: 3148695.63
END REMOVAL OF ASPHALT MAT
N: 1636845.03, E: 3148728.64
END REMOVAL OF ASPHALT MAT
N: 1636819.49, E: 3148796.54
BEGIN REMOVAL OF ASPHALT MAT
N: 1636843.38, E: 3148768.26
BEGIN REMOVAL OF ASPHALT MAT
N: 1636735.73, E: 3148771.76
END REMOVAL OF ASPHALT MAT
N: 1636766.98, E: 3148794.94
BEGIN REMOVAL OF ASPHALT MAT
N: 1636767.33, E: 3148706.66
END REMOVAL OF ASPHALT MAT
N: 1636749.25, E: 3148727.62PROPOSED TRAFFIC SIGNAL /
PUBLIC WORKS EASEMENT
PROPOSED TRAFFIC SIGNAL /
PUBLIC WORKS EASEMENT
BEGIN REMOVAL OF SIDEWALK
N: 1636749.34, E: 3148796.18
END REMOVAL OF SIDEWALK
N: 1636749.32, E: 3148806.18
10404415_RDW_REM.DWG
1" = 20' N/A
E. DRY CREEK RD AND S. CLARKSON ST
CIVIL REMOVAL PLAN
03 03REMOVALS
LEGEND:
REMOVAL OF SIDEWALK
REMOVAL OF CONCRETE CURB RAMP
REMOVAL OF CONCRETE PAVEMENT
REMOVAL OF ASPHALT MAT
EXISTING ROW
EXISTING EASEMENT
2020 0 10
SCALE: 1" = 20'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF 18
TR
TR
TR
TR
TR
TR
TR
TR
TR
NW-1 EX.
NW-2 EX.
NW-3 EX.
NW-4 EX.
EAST ARAPAHOE RD
EX
IS
TI
NG R
OW
SO
U
TH
F
R
AN
KL
IN
S T
2.9 2%
EX. 0.92%
EX. 0.39%
EX. 0
.10
NW-5
NW-6
4.8
2.58'
5.5 1'
2.
NW-7
NW-8 EX.
NW-9 EX.
NW-10 EX.NW-11 EX.
NW-12
NW-13 EX.
5' 5.21'
1.4 0%
1.4 0%
0.92%
BEGIN HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1642127.05, E: 3149318.23
END HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1642140.53, E: 3149325.85
EX. 4.8%
EX
. 1
.5
EX. 0.2%
EX
. 1
.0
5.43'
POINT TABLE
DESCRIPTION
NW-1 EX.
NW-2 EX.
NW-3 EX.
NW-4 EX.
NW-5
NW-6
NW-7
NW-8 EX.
NW-9 EX.
NW-10 EX.
NW-11 EX.
NW-12
NW-13 EX.
ELEVATION
5542.65
5542.52
5542.55
5542.60
5542.67
5542.62
5542.61
5542.65
5542.64
5542.80
5542.81
5543.65
5543.50
NORTHING
1642128.63
1642130.14
1642130.51
1642134.59
1642138.07
1642134.16
1642133.77
1642132.63
1642140.76
1642141.28
1642141.41
1642141.44
1642134.95
EASTING
3149317.01
3149315.69
3149315.36
3149311.78
3149315.37
3149318.81
3149319.15
3149320.80
3149323.86
3149321.41
3149318.82
3149318.14
3149311.43
10404415_RDW_CURB RAMP (1).DWG
1" = 5' N/A
E. ARAPAHOE RD AND S. FRANKLIN ST
CURB RAMP DETAILS - NW CORNER
01 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
NOTE:
1. CURB RAMP ON THIS SHEET IS TYPE 2A PER THE CITY STANDARD DETAIL SD-3.2.
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR MTR TR TR
SO
U
TH
F
R
AN
KL
IN
S T
EAST ARAPAHOE RD
EXISTING ROW
EX. 1.7%
EX. 1.8%
EX
. 0 .9
EX. 5.8%
EX. 1.9%
EX. 1.7%
EX. 5.5%
EX. 2
.0%
EX. 0.8%
10404415_RDW_CURB RAMP (1).DWG
1" = 5' N/A
E. ARAPAHOE RD AND S. FRANKLIN ST
CURB RAMP DETAILS - NE CORNER
02 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
NO CIVIL IMPROVEMENTS ON THIS SHEET
NOTE:
1. EXISTING CURB RAMP MEETS ADA STANDARDS.
TR
TR
TR
TR
TR
TR
TRTRTRTRTRTRTRTRTR
TR
TR
TR
TR
TR
TR
SE-1 EX.
SE-2 EX.
SE-3 EX.
SE-4 EX.
SO
U
TH
F
R
AN
KL
IN
S T
EAST ARAPAHOE RD
SE-5 EX.
SE-6 EX.
SE-7
SE-8
EXISTING ROW
EX. 2.85%
2.17%
1.
BEGIN CURB TYPE 2 (SECTION B)
N: 1642041.34, E: 3149373.11
END CURB TYPE 2 (SECTION B)
N: 1642043.43, E: 3149379.26
EX. 2.0%
EX. 3.2%
EX. 0
.39%
EX. 4.76%
POINT TABLE
DESCRIPTION
SE-1 EX.
SE-2 EX.
SE-3 EX.
SE-4 EX.
SE-5 EX.
SE-6 EX.
SE-7
SE-8
ELEVATION
5544.10
5544.02
5544.03
5543.99
5543.95
5544.19
5544.14
5544.01
NORTHING
1642039.58
1642041.40
1642042.96
1642041.01
1642041.34
1642043.43
1642040.90
1642040.90
EASTING
3149370.76
3149369.05
3149371.11
3149372.57
3149373.11
3149379.26
3149379.35
3149373.35
10404415_RDW_CURB RAMP (1).DWG
1" = 5' N/A
E. ARAPAHOE RD AND S. FRANKLIN ST
CURB RAMP DETAILS - SE CORNER
03 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
TRTRTRTRTRTRTR
TR
TR
TR
TR
TR
SW-1 EX.
SW-2 EX.
SW-3 EX.
SW-4 EX.
EAST ARAPAHOE RD
EXISTING ROW
MODIFY PLANTER BOX
AS SEEN ON PLANS
SO
U
TH
F
R
AN
KL
IN
S T
EX
. 3
.0
EX
. 4
.0%EX. 3.5%
EX. 2.5%
POINT TABLE
DESCRIPTION
SW-1 EX.
SW-2 EX.
SW-3 EX.
SW-4 EX.
ELEVATION
5543.76
5543.70
5543.75
5543.83
NORTHING
1642039.89
1642041.48
1642040.26
1642038.67
EASTING
3149314.44
3149315.66
3149317.25
3149316.09
10404415_RDW_CURB RAMP (1).DWG
1" = 5' N/A
E. ARAPAHOE RD AND S. FRANKLIN ST
CURB RAMP DETAILS - SW CORNER
04 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TRTRTR
TR
TR
EAST DRY CREEK RD
SO
U
TH
F
R
AN
KL
IN
S T
5'
1.67'
5'
1.21'
5.03'
4'
4.08'
4'
TIE INTO EXISTING 6" CURB
TIE INTO EXISTING 6" CURB
4'
4'
NW-1 EX.
NW-2
NW-3
NW-4
NW-5
NW-6 EX.
NW-7 EX.
NW-8
NW-9
NW-10
NW-11
NW-12 EX.
NW-13 EX.
NW-14
NW-16
NW-17
NW-18 EX.
NW-19 EX.
NW-20
NW-21
NW-22
NW-23
NW-24 EX.
NW-25 EX.
NW-26 EX.
NW-27 EX.
NW-28 EX.
NW-29
NW-30
NW-31
NW-32
NW-33
NW-34 EX.
NW-35 EX.
NW-36 EX.
NW-37 EX.
EXISTING ROW
EXISTIN
G
PSC
O
EASEM
EN
T
BEGIN HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636837.96, E: 3150709.19
END HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636870.95, E: 3150739.18
EX
. 2
.1 9%
4.87%
5.60%
2.
1.
1.20%
1.
1.50%
1.
1.50% 5.50%
1.75%
2.
5.
4.
1.
EX. 3.92%
2.50%
1.50%
2.
0%
EX. 0.37%
2.0%
EX
. 2
.6 2%
NW-15
1.
PROPOSED TRAFFIC SIGNAL /
PUBLIC WORKS EASEMENT
4.14'
0.9 4%
0.9 4%
4.21'
0.49%
0.72%
EX. 0.3%
EX. 0.8%
EX
. 2
.3
EX. 3.4%
EX
. 2
.2
EX
. 1
.9
POINT TABLE
DESCRIPTION
NW-1 EX.
NW-2
NW-3
NW-4
NW-5
NW-6 EX.
NW-7 EX.
NW-8
NW-9
NW-10
NW-11
NW-12 EX.
ELEVATION
5638.44
5638.68
5638.48
5638.40
5638.37
5638.41
5638.37
5638.33
5638.34
5638.41
5638.44
5638.36
NORTHING
1636840.06
1636842.54
1636847.78
1636843.78
1636842.11
1636840.11
1636841.41
1636843.25
1636843.79
1636847.79
1636846.39
1636844.55
EASTING
3150716.49
3150716.46
3150721.45
3150721.46
3150721.46
3150721.57
3150727.23
3150726.46
3150726.46
3150726.45
3150730.45
3150732.14
POINT TABLE
DESCRIPTION
NW-13 EX.
NW-14
NW-15
NW-16
NW-17
NW-18 EX.
NW-19 EX.
NW-20
NW-21
NW-22
NW-23
NW-24 EX.
ELEVATION
5638.37
5638.45
5638.30
5638.23
5638.22
5638.26
5638.14
5638.10
5638.13
5638.35
5638.37
5638.04
NORTHING
1636847.10
1636848.56
1636852.57
1636852.56
1636852.56
1636851.97
1636857.63
1636857.56
1636857.56
1636857.57
1636862.56
1636862.65
EASTING
3150734.42
3150732.40
3150730.44
3150734.44
3150734.99
3150736.87
3150737.65
3150735.66
3150734.44
3150730.44
3150734.98
3150737.47
POINT TABLE
DESCRIPTION
NW-25 EX.
NW-26 EX.
NW-27 EX.
NW-28 EX.
NW-29
NW-30
NW-31
NW-32
NW-33
NW-34 EX.
NW-35 EX.
NW-36 EX.
NW-37 EX.
ELEVATION
5637.93
5637.73
5638.00
5638.16
5638.28
5638.41
5638.35
5638.41
5638.49
5638.81
5638.70
5638.30
5638.46
NORTHING
1636870.90
1636870.83
1636870.82
1636870.54
1636864.10
1636857.57
1636851.79
1636851.78
1636847.61
1636847.54
1636842.46
1636841.96
1636839.96
EASTING
3150737.18
3150735.18
3150734.68
3150730.62
3150730.68
3150726.44
3150726.44
3150721.44
3150715.57
3150709.03
3150709.14
3150709.14
3150709.17
10404415_RDW_CURB RAMP (2).DWG
1" = 5' N/A
E. DRY CREEK RD AND S. FRANKLIN ST
CURB RAMP DETAILS - NW CORNER
05 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
NOTE:
1. CURB RAMPS ON THIS SHEET ARE TYPE 1 PER THE CITY STANDARD DETAIL SD-3.1.
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
EAST DRY CREEK RD
8.59'
4'
4.03'
8.04'
4'
TIE INTO EXISTING 6" CURB
TIE INTO EXISTING 6" CURB
NE-1 EX.
NE-2
NE-3
NE-4
NE-5
NE-6 EX.
NE-7 EX.
NE-8
NE-9
NE-10
NE-11
NE-12
NE-13 EX.
NE-14 EX.
NE-15 EX.
NE-16 EX.
NE-17
NE-18
NE-19 EX.
NE-20 EX.
NE-21 EX.
NE-22 EX.
EXISTING ROW
END HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636852.45, E: 3150800.96
BEGIN HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636878.19, E: 3150775.02
SO
U
TH
F
R
AN
KL
IN
S T
EX. 1.50%
2.20%
1.50%
1.5 0%
1.50%
2.44%
3.
0.71%
5.83%
2.02%
EX
. 3
.1 1%
2.0
EX. 0.70%
5.50%
PROPOSED TRAFFIC SIGNAL /
PUBLIC WORKS EASEMENT
EX. 1.4%
EX
. 1
.9
EX
. 1
.6
EX
. 2
.8
EX. 0.7%
EX. 0.9%
POINT TABLE
DESCRIPTION
NE-1 EX.
NE-2
NE-3
NE-4
NE-5
NE-6 EX.
NE-7 EX.
NE-8
NE-9
NE-10
NE-11
NE-12
NE-13 EX.
NE-14 EX.
NE-15 EX.
NE-16 EX.
NE-17
NE-18
NE-19 EX.
NE-20 EX.
NE-21 EX.
NE-22 EX.
ELEVATION
5637.75
5638.10
5637.97
5637.77
5637.76
5637.80
5637.75
5637.71
5637.72
5638.03
5638.07
5637.75
5637.71
5637.62
5638.03
5638.28
5638.09
5638.03
5637.84
5637.90
5637.44
5637.55
NORTHING
1636868.23
1636868.24
1636866.90
1636861.83
1636861.56
1636860.50
1636855.13
1636857.02
1636857.46
1636864.26
1636856.91
1636854.41
1636854.45
1636856.45
1636856.95
1636865.00
1636867.27
1636869.91
1636878.25
1636878.21
1636878.21
1636878.09
EASTING
3150777.08
3150779.58
3150787.64
3150781.19
3150780.76
3150779.06
3150785.77
3150786.44
3150786.69
3150790.65
3150793.31
3150793.33
3150800.95
3150800.94
3150800.93
3150800.89
3150793.28
3150790.27
3150783.55
3150779.52
3150779.02
3150777.02
10404415_RDW_CURB RAMP (2).DWG
1" = 5' N/A
E. DRY CREEK RD AND S. FRANKLIN ST
CURB RAMP DETAILS - NE CORNER
06 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
NOTE:
1. CURB RAMP ON THIS SHEET IS TYPE 1 PER THE CITY STANDARD DETAIL SD-3.1.
TRTRTRTRTRTRTRTRTRTRTRTRTRTRTR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
MTR TR
EAST DRY CREEK RD
SO
U
TH
F
R
AN
KL
IN
S T
7.09'
4.95'
4'
6.2
4'
TIE INTO EXISTING 6" CURB
TIE INTO EXISTING 6" CURB
EXISTING INLET
PROTECT IN PLACE
SE-1 EX.
SE-2
SE-3
SE-4
SE-5
SE-6 EX.
SE-7 EX.
SE-8
SE-9
SE-10
SE-11
SE-12 EX.
SE-13 EX.
SE-14 EX.
SE-15 EX.
SE-16 EX.
SE-17 EX.
SE-18
SE-19
SE-20
SE-21
SE-22
SE-23 EX.
SE-24 EX.
EXISTING ROW
EXISTING UTILITY EASEMENT
SE-25 EX.
SE-26 EX.
SE-27 EX.
EXISTING INLET
PROTECT IN PLACE
EX. 4.64%
2.6 1%
1.5 0%
1.50%
7.65%
1.5 0%
7.48%
0.7 2%
2.0 4%
EX
. 1
.8 2%
6.17%
7.3 3%
EX. 0
.53
2.0%
EX. 3.63%
1.00%
EX. 5.5%
EX
. 1
.9
EX
. 2
.3
EX. 0.1%
EX. 1.0%
EX
. 3
.1
4' 4'
EXISTING CURB
RAMP LANDING
POINT TABLE
DESCRIPTION
SE-1 EX.
SE-2
SE-3
SE-4
SE-5
SE-6 EX.
SE-7 EX.
SE-8
SE-9
SE-10
SE-11
SE-12 EX.
SE-13 EX.
SE-14 EX.
SE-15 EX.
SE-16 EX.
SE-17 EX.
SE-18
SE-19
SE-20
SE-21
SE-22
SE-23 EX.
SE-24 EX.
SE-25 EX.
SE-26 EX.
SE-27 EX.
ELEVATION
5638.10
5638.49
5638.51
5638.05
5638.04
5638.08
5638.03
5637.99
5638.00
5638.45
5638.37
5638.02
5638.05
5638.02
5638.40
5638.48
5638.57
5638.57
5638.51
5638.57
5638.66
5638.55
5638.79
5638.64
5638.50
5638.15
5638.10
NORTHING
1636768.11
1636767.26
1636769.07
1636772.61
1636772.91
1636774.08
1636778.58
1636777.03
1636776.64
1636771.97
1636779.76
1636782.06
1636782.88
1636780.97
1636780.49
1636776.43
1636771.50
1636771.34
1636769.21
1636766.31
1636763.81
1636763.76
1636757.73
1636757.73
1636757.73
1636759.41
1636776.24
EASTING
3150789.88
3150792.23
3150799.93
3150795.08
3150794.67
3150793.05
3150797.32
3150798.58
3150798.90
3150802.69
3150804.09
3150803.12
3150805.36
3150805.95
3150806.10
3150808.56
3150809.05
3150807.61
3150805.59
3150802.83
3150800.45
3150797.17
3150797.15
3150793.92
3150790.06
3150787.35
3150787.15
10404415_RDW_CURB RAMP (2).DWG
1" = 5' N/A
E. DRY CREEK RD AND S. FRANKLIN ST
CURB RAMP DETAILS - SE CORNER
07 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
NOTE:
1. CURB RAMP ON THIS SHEET IS TYPE 1 PER THE CITY STANDARD DETAIL SD-3.1.
TRTRTRTRTRTRTRTRTRTRTRTRTRTRTR
TR
TR
TR
TR
TR
TR TR TR
EAST DRY CREEK RD
SO
U
TH
F
R
AN
KL
IN
S T
4'
7.15'
4'
TIE INTO EXISTING
BACK OF CURB
EXISTING INLET
PROTECT IN PLACE
DETECTABLE WARNINGS
(MATCH EXISTING)
SW-1 EX.
SW-2 EX.
SW-3 EX.
SW-4 EX.
SW-5 EX.
SW-7 EX.
SW-8
SW-9
SW-10
TING UTILITY EASEMENT
SW-11
SW-12 EX.
2' 4'
EX. 5.94% EX. 5.43%
0.68% 1.5
0%
1.
SW-13 EX.
SW-6 EX.
PROPOSED TRAFFIC SIGNAL /
PUBLIC WORKS EASEMENT
5.
1.
POINT TABLE
DESCRIPTION
SW-1 EX.
SW-2 EX.
SW-3 EX.
SW-4 EX.
SW-5 EX.
SW-6 EX.
SW-7 EX.
SW-8
SW-9
SW-10
SW-11
SW-12 EX.
SW-13 EX.
ELEVATION
5639.19
5639.18
5639.06
5639.07
5639.04
5638.83
5639.02
5639.12
5639.12
5639.24
5639.25
5638.46
5638.49
NORTHING
1636770.71
1636770.73
1636767.02
1636766.47
1636755.74
1636755.32
1636754.95
1636761.02
1636761.00
1636766.65
1636766.71
1636755.78
1636768.37
EASTING
3150703.67
3150707.44
3150713.63
3150722.00
3150724.29
3150720.48
3150717.18
3150717.09
3150714.92
3150706.76
3150703.69
3150727.15
3150727.02
10404415_RDW_CURB RAMP (2).DWG
1" = 5' N/A
E. DRY CREEK RD AND S. FRANKLIN ST
CURB RAMP DETAILS - SW CORNER
08 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
NOTE:
1. DETECTABLE WARNING SHALL BE ADA HERITAGE SOLUTIONS BRICK CAST-IN-PLACE OR APPROVED EQUAL.
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
EAST DRY CREEK RD
SO
U
TH
C
LA
R
KS
O
N S
T
5.
5.21'
4'
7.1 3'
' R
AM
P
21' RAMP
EXISTING ROW
EXISTING PSCO EASEMENT
NW-1 EX.
NW-2 EX.
NW-3 EX.
NW-4
NW-5
NW-6
NW-7
NW-8
NW-9 EX.
NW-10 EX.
NW-11
NW-12
NW-13
NW-14
NW-15 EX.
NW-16 EX.
NW-17 EX.
NW-18 EX.
TIE INTO EXISTING 6" CURB
TIE INTO EXISTING 6" CURB
BEGIN HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636818.82, E: 3148695.63
END HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636845.03, E: 3148728.64
1.
7.96%
4.95%
1.75%
1.83%
1.82%
5.4 1%
7.
5.
EX. 0.19%
EX. 6
.28
5.0%
0.5%
7.88%
NW-19 EX. NW-20 EX.
NW-21 EX.
NW-22 EX.
5.
5.57'
5.16'
6.
4.85%
EX. 3.05%
EX. 0.77%
EX
. 3
.9 8%
EX
. 3
.9
EX. 3.3%
EX. 3.4%
EX. 1.0%
EX
. 2
.6
EX
. 2
.9
POINT TABLE
DESCRIPTION
NW-1 EX.
NW-2 EX.
NW-3 EX.
NW-4
NW-5
NW-6
NW-7
NW-8
NW-9 EX.
NW-10 EX.
NW-11
NW-12
NW-13
NW-14
NW-15 EX.
NW-16 EX.
NW-17 EX.
NW-18 EX.
NW-19 EX.
NW-20 EX.
NW-21 EX.
NW-22 EX.
ELEVATION
5604.36
5604.14
5604.48
5604.58
5604.03
5603.29
5603.44
5603.43
5603.53
5603.10
5603.09
5603.10
5603.22
5602.95
5602.26
5602.25
5601.90
5602.08
5602.03
5602.07
5604.85
5604.65
NORTHING
1636820.82
1636822.82
1636823.32
1636828.33
1636828.31
1636832.83
1636826.51
1636826.10
1636824.44
1636829.39
1636830.57
1636830.87
1636834.77
1636836.45
1636845.22
1636845.11
1636845.10
1636845.07
1636851.27
1636851.24
1636828.33
1636823.30
EASTING
3148695.63
3148695.63
3148695.63
3148695.64
3148703.51
3148711.69
3148715.98
3148716.27
3148717.39
3148722.52
3148720.90
3148720.50
3148715.19
3148718.22
3148718.93
3148724.14
3148724.64
3148726.64
3148719.06
3148724.23
3148690.06
3148690.06
10404415_RDW_CURB RAMP (3).DWG
1" = 5' N/A
E. DRY CREEK RD AND S. CLARKSON ST
CURB RAMP DETAILS - NW CORNER
09 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
NOTE:
1. CURB RAMP ON THIS SHEET IS TYPE 2A PER THE CITY STANDARD DETAIL SD-3.2.
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
EAST DRY CREEK RD
SO
U
TH
C
LA
R
KS
O
N S
T
7.66'
4'
5.24'
8.47'
4'
EXISTING ROW
EXISTING UTILITY EASEMENT
EXISTIN
G
PSC
O
EASEM
EN
T
TIE INTO EXISTING 6" CURB
TIE INTO EXISTING 6" CURB
NE-1 EX.
NE-2
NE-3
NE-4
NE-5
NE-6 EX.
NE-7 EX.
NE-8
NE-9
NE-10
NE-11
NE-12 EX.
NE-13 EX.
NE-14 EX.
NE-15 EX.
NE-16 EX.
NE-17
NE-18
NE-19
NE-20 EX.NE-21 EX.
NE-22 EX.
END HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636819.49, E: 3148796.54
BEGIN HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636843.38, E: 3148768.26
NE-23 EX.
EX. 2.26%
1.5 0%
1.50%
2.60%
0.5 2%
0.5%
5.
0%EX. 4.28%
EX
. 1
.1 4%
3.24%
1.50%
0.17%
7.50%
EX. 1.9%
EX
. 3
.9
EX. 2.6%
EX. 1.7%
EX
. 0
.9
EX
. 4
.4
POINT TABLE
DESCRIPTION
NE-1 EX.
NE-2
NE-3
NE-4
NE-5
NE-6 EX.
NE-7 EX.
NE-8
NE-9
NE-10
NE-11
NE-12 EX.
NE-13 EX.
NE-14 EX.
NE-15 EX.
NE-16 EX.
NE-17
NE-18
NE-19
NE-20 EX.
NE-21 EX.
NE-22 EX.
NE-23 EX.
ELEVATION
5602.83
5603.17
5603.38
5603.18
5603.17
5603.18
5603.49
5603.39
5606.40
5603.44
5603.85
5603.69
5603.99
5603.82
5604.15
5604.21
5603.50
5603.44
5602.94
5602.87
5602.75
5602.33
5602.41
NORTHING
1636836.44
1636837.23
1636836.40
1636831.84
1636831.54
1636830.36
1636825.07
1636826.74
1636827.16
1636833.67
1636824.63
1636822.22
1636821.48
1636823.48
1636823.98
1636829.22
1636836.58
1636839.32
1636843.32
1636843.34
1636843.38
1636843.38
1636843.38
EASTING
3148771.39
3148773.76
3148782.76
3148776.56
3148776.15
3148774.54
3148780.09
3148781.20
3148781.47
3148785.68
3148786.98
3148786.30
3148796.49
3148796.45
3148796.44
3148796.26
3148788.41
3148785.49
3148781.23
3148778.08
3148772.76
3148772.26
3148770.26
10404415_RDW_CURB RAMP (3).DWG
1" = 5' N/A
E. DRY CREEK RD AND S. CLARKSON ST
CURB RAMP DETAILS - NE CORNER
10 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
NOTE:
1. CURB RAMP ON THIS SHEET IS TYPE 1 PER THE CITY STANDARD DETAIL SD-3.1.
TR
TR
TR
TR
TR
TR
TR TR
TR
TR
TR
TR
TR
TR
TRTRTRTRTR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
EAST DRY CREEK RD
SO
U
TH
C
LA
R
KS
O
N S
T
4'
8.24'
10.16'
6.3 3'
4'
EXISTING ROW
EXISTING UTILITY EASEMENT
TIE INTO EXISTING 6" CURB
TIE INTO EXISTING 6" CURB
SE-1 EX.
SE-2
SE-3
SE-4
SE-5
SE-6 EX.
SE-7 EX.
SE-8
SE-9
SE-10
SE-11
SE-12 EX.
SE-13 EX.
SE-14 EX.
SE-15 EX.
SE-19
SE-21
SE-22
SE-23 EX.
SE-25 EX.
SE-26 EX.
SE-27 EX.
BEGIN HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636735.73, E: 3148771.76
END HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636766.98, E: 3148794.94
SE-16 EX.
SE-24 EX.
6.29%
6.26%
1.0 5%
1.5 0%
1.50%
1.5 0%
2.0%
5.0%EX. 1
.97
7.33%
5.
1.
1.50%
EX. 2.55%0.98%
SE-17 EX.
SE-18 EX.
5.
EX
. 1
.5 9%
4.49%
EX. 2.70%
3.6 5%
3.
2.
EX
. 1
.3 9%
PROPOSED TRAFFIC SIGNAL /
PUBLIC WORKS EASEMENT
EX. 2.2%
EX
. 0
.3
EX
. 0
.5
EX. 2.5%
EX. 2.7%
EX
. 1
.0
POINT TABLE
DESCRIPTION
SE-1 EX.
SE-2
SE-3
SE-4
SE-5
SE-6 EX.
SE-7 EX.
SE-8
SE-9
SE-10
SE-11
SE-12 EX.
SE-13 EX.
SE-14 EX.
SE-15 EX.
SE-16 EX.
SE-17 EX.
SE-18 EX.
SE-19
SE-21
SE-22
SE-23 EX.
SE-25 EX.
SE-26 EX.
SE-27 EX.
ELEVATION
5603.22
5303.67
5603.81
5603.37
5603.36
5603.40
5603.52
5603.42
5603.43
5306.87
5603.87
5603.70
5603.77
5603.53
5603.94
5604.03
5604.30
5604.37
5604.01
5603.87
5603.73
5603.48
5603.30
5602.93
5602.85
NORTHING
1636750.05
1636749.05
1636749.81
1636754.22
1636754.54
1636755.79
1636760.19
1636758.59
1636758.19
1636752.57
1636761.16
1636763.48
1636765.03
1636763.08
1636762.59
1636754.38
1636754.33
1636749.32
1636749.34
1636746.39
1636743.74
1636735.56
1636735.56
1636735.58
1636735.64
EASTING
3148776.09
3148778.38
3148786.96
3148781.52
3148781.13
3148779.58
3148784.13
3148785.33
3148785.63
3148789.85
3148790.90
3148789.97
3148795.38
3148795.82
3148795.93
3148796.19
3148806.19
3148806.18
3148798.15
3148789.16
3148786.38
3148786.45
3148776.25
3148775.75
3148773.75
10404415_RDW_CURB RAMP (3).DWG
1" = 5' N/A
E. DRY CREEK RD AND S. CLARKSON ST
CURB RAMP DETAILS - SE CORNER
11 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
NOTE:
1. CURB RAMP ON THIS SHEET IS TYPE 1 PER THE CITY STANDARD DETAIL SD-3.1.
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
SO
U
TH
C
LA
R
KS
O
N S
T
EAST DRY CREEK RD
9.02'
4'
4.91'
5.03'
4'
EXISTING ROW
EXISTING PSCO EASEMENT
TIE INTO EXISTING 6" CURB
TIE INTO EXISTING 6" CURB
SW-1 EX.
SW-2
SW-3
SW-4
SW-5 SW-6 EX.
SW-7 EX.
SW-8
SW-9
SW-10
SW-11 EX.
SW-12 EX.
SW-13 EX.
SW-14 EX.
SW-15 EX.
SW-16
SW-17
SW-18
SW-19
SW-20 EX.
SW-21 EX.
SW-22 EX.
SW-23 EX.
SW-24 EX.
END HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636749.25, E: 3148727.62
BEGIN HOT MIX ASPHALT
(PATCHING) (ASPHALT)
N: 1636767.33, E: 3148706.66
EX
. 1
.1 9%
EX. 3.46%
1.50%
1.5 0%
1.50%
6.
7.83%
2.10%
9.00%
1.
5.0
EX. 2.57%
0.5%
PROPOSED TRAFFIC SIGNAL /
PUBLIC WORKS EASEMENT
EX
. 0
.6
EX. 4.1%
EX
. 0
.4
EX. 3.4%
EX
. 0
.4
EX. 3.9%
POINT TABLE
DESCRIPTION
SW-1 EX.
SW-2
SW-3
SW-4
SW-5
SW-6 EX.
SW-7 EX.
SW-8
SW-9
SW-10
SW-11 EX.
SW-12 EX.
SW-13 EX.
SW-14 EX.
SW-15 EX.
SW-16
SW-17
SW-18
SW-19
SW-20 EX.
SW-21 EX.
SW-22 EX.
SW-23 EX.
SW-24 EX.
ELEVATION
5604.10
5604.40
5604.22
5603.77
5603.76
5603.86
5603.61
5603.60
5603.61
5604.16
5603.72
5603.40
5603.39
5603.56
5603.73
5604.20
5604.22
5604.28
5604.65
5605.05
5604.99
5604.47
5604.12
5604.17
NORTHING
1636765.37
1636762.85
1636754.78
1636760.87
1636761.30
1636763.00
1636756.30
1636755.44
1636755.20
1636751.82
1636749.09
1636749.07
1636749.17
1636728.85
1636728.82
1636739.04
1636749.13
1636752.09
1636754.02
1636757.71
1636762.74
1636762.92
1636763.33
1636765.33
EASTING
3148709.71
3148709.75
3148712.94
3148716.68
3148716.95
3148717.99
3148724.03
3148722.23
3148721.79
3148715.63
3148723.13
3148723.62
3148725.62
3148723.46
3148718.55
3148716.46
3148712.67
3148709.98
3148702.81
3148694.75
3148694.67
3148706.73
3148706.73
3148706.70
10404415_RDW_CURB RAMP (3).DWG
1" = 5' N/A
E. DRY CREEK RD AND S. CLARKSON ST
CURB RAMP DETAILS - SW CORNER
12 12CIVIL
2.55 0 5
SCALE: 1" = 5'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND:
CONCRETE CURB RAMP
DETECTABLE WARNINGS
EXISTING ROW
EXISTING EASEMENTCONCRETE SIDEWALK (6 INCH)
CONCRETE PAVEMENT (6 INCH)
HOT MIX ASPHALT
(PATCHING) (ASPHALT)
NOTE:
1. CURB RAMP ON THIS SHEET IS TYPE 1 PER THE CITY STANDARD DETAIL SD-3.1.
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
10404415_TRF_TABS.DWG
N/A N/A
SIGNAL TABULATIONS
01 01QUANTITIES 31
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
10404415_TRF_CAISSON.DWG
N/A N/A
CAISSON SCHEDULE
01 01CAISSON 32
10404415_TRF_SIGNAL.DWG
1" = 30' N/A
ARAPAHOE RD AND FRANKLIN ST
EXISTING TRAFFIC SIGNAL CONDITIONS
01 06SIGNAL
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
EAST ARAPAHOE RD
SO
U
TH
F
R
AN
KL
IN
S T
1. REMOVE EXISTING TRAFFIC SIGNAL POLES, SPAN WIRES, AND
ALL EQUIPMENT ATTACHED THERETO. POLES, SPAN WIRES, AND
WIRING TO BECOME THE PROPERTY OF THE CONTRACTOR. ALL
OTHER EQUIPMENT TO BE RETURNED TO THE CITY.
SHEET NOTES
EXISTING CABINET AND EQUIPMENT
TO BE REMOVED AND RETURNED
TO THE CITY
LEGEND
M
SIGNAL PEDESTAL POLE
SIGNAL HEAD - PEDESTRIAN
SIGNAL HEAD WITH BACKPLATE
TRAFFIC SIGNAL CONTROLLER AND CABINET
PEDESTRIAN PUSH BUTTON
OVERHEAD SPAN WIRE
SIGN PANEL
SIGNAL HEAD
PTZ CAMERA
POWER METER CABINET
FIRE PREEMPTION UNIT (MODEL 711)
PEDESTRIAN PUSH BUTTON BOLLARD
EXISTING POLE AND LUMINAIRE TO
BE REMOVED WITH XCEL
UNDERGROUNDING PROJECT
UNDER SEPARATE CONTRACT
ABANDON EXISTING
TRAFFIC SIGNAL
CONDUIT
EXISTING PULL BOX TO
BE REMOVED AND
RETURNED TO THE CITY
02 04
06 08
KEY
PROTECTED MOVEMENT
PERMISSIVE MOVEMENT
PED MOVEMENT
TRAFFIC SIGNAL PHASE DIAGRAM
EXISTING ROW
EXISTING ROW
EXISTING ROW
EXISTING ROW
LANE USE/CONFIGURATION
3015 0 15
SCALE: 1" = 30'
ABANDON EXISTING
TRAFFIC HANDHOLE
10404415_TRF_SIGNAL.DWG
1" = 30' N/A
DRY CREEK RD AND FRANKLIN ST
EXISTING TRAFFIC SIGNAL CONDITIONS
03 06SIGNAL
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
EAST DRY CREEK RD
SO
U
TH
F
R
AN
KL
IN
S T
1. REMOVE EXISTING TRAFFIC SIGNAL POLES, SPAN WIRES, AND
ALL EQUIPMENT ATTACHED THERETO. POLES, SPAN WIRES,
AND WIRING TO BECOME THE PROPERTY OF THE
CONTRACTOR. ALL OTHER EQUIPMENT TO BE RETURNED TO
THE CITY.
2. CONTRACTOR SHALL COORDINATE WITH XCEL ENERGY FOR
LUMINAIRE REMOVALS TO ENSURE THAT THE CIRCUIT IS
PROPERLY REVISED.
SHEET NOTES
EXISTING LUMINAIRE AND
POLE TO BE REMOVED.
SEE NOTE 2
EXISTING CABINET AND
EQUIPMENT TO BE REMOVED
AND RETURNED TO THE CITY
ABANDON EXISTING
DETECTOR LOOPS
ABANDON EXISTING
DETECTOR LOOP
EXISTING POLE AND LUMINAIRE TO BE
REMOVED WITH XCEL UNDERGROUNDING
PROJECT UNDER SEPARATE CONTRACT
ABANDON EXISTING TRAFFIC
SIGNAL CONDUIT
EXISTING PULL BOX TO BE
REMOVED AND SALVAGED
EXISTING PULL BOX TO BE
REMOVED AND SALVAGED
EXISTING PULL BOX TO BE
REMOVED AND SALVAGED
ABANDON EXISTING
DETECTOR LOOP
02 04
06 08
KEY
PROTECTED MOVEMENT
PERMISSIVE MOVEMENT
PED MOVEMENT
TRAFFIC SIGNAL PHASE DIAGRAM
EXISTING ROW
EXISTING ROW
EXISTING ROW
EXISTING ROW
LEGEND
M
SIGNAL PEDESTAL POLE
SIGNAL HEAD - PEDESTRIAN
SIGNAL HEAD WITH BACKPLATE
TRAFFIC SIGNAL CONTROLLER AND CABINET
PEDESTRIAN PUSH BUTTON
OVERHEAD SPAN WIRE
SIGN PANEL
SIGNAL HEAD
PTZ CAMERA
POWER METER CABINET
FIRE PREEMPTION UNIT (MODEL 711)
PEDESTRIAN PUSH BUTTON BOLLARD
LANE USE/CONFIGURATION
3015 0 15
SCALE: 1" = 30'
TRTRTRTRTRTRTRTR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
M
10404415_TRF_SIGNAL.DWG
1" = 30' N/A
DRY CREEK RD AND FRANKLIN ST
TRAFFIC SIGNAL PROPOSED CONDITIONS
04 06SIGNAL
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
R
Y
G
A
R
PEDESTRIAN
HEAD
(COUNTDOWN)
R
Y
G
Y
G
FY
R
Y
G
FY
9, 13, 18 1, 6, 7, 11, 15, 16
3, 8, 12 5, 10, 14
TRAFFIC SIGNAL HEAD SCHEDULE
02 04
06 07
KEY
PROTECTED MOVEMENT
PERMISSIVE MOVEMENT
PED MOVEMENT
TRAFFIC SIGNAL PHASE DIAGRAMPEDESTRIAN CROSSWALK SIGNS
TRAFFIC SIGN SCHEDULE
CONTRACTOR SHALL COORDINATE WITH
XCEL ENERGY FOR INTERSECTION
POWER. (BUILDER'S CALL LINE
800.628.2121)
1 2
3 4
A
A A
A A
A
A
7500S RDEDryCre k
1950E STSFrankln i e
PULL BOX LARGE
2-2"
2-3" 2-2"
2-3" 2-2"
2-2"
2-3" (BORED)
2-2" (BORED)
PULL BOX MEDIUM
2-2"
2-3" 2-2"
2-3" (BORED)
2-2" (BORED)
2-3" 2-2"
1-2"
PULL BOX LARGE2-2"
2-3" (BORED)
2-2" (BORED)
1. RESET EXISTING FIBER COMMUNICATIONS FROM SPLICE
POINT INTO NEW CONTROL CABINET.
2. CITY OF CENTENNIAL WILL PROVIDE STREET NAME SIGN
TEMPLATES AND SPECIFICATIONS TO THE CONTRACTOR IN
ORDER TO SUPPORT THEIR LAYOUT SUBMITTALS FOR REVIEW
PRIOR TO THEIR FABRICATION
3. INSTALL INTERSECTION DETECTION SYSTEM FOR DEPICTED
SIGNAL PHASING. CONTACT TRAFFIC ENGINEERING FOR
DESIRED DETECTION TYPE, DETECTION ZONE POSITION, AND
DETECTOR ASSIGNMENTS. DETECTION PLACEMENT AND
MOUNTING TYPE TO BE DETERMINED BY THE MANUFACTURER
AND/OR VENDOR FOR OPTIMAL LOCATION AND PERFORMANCE
OF THE PRODUCT, SUBJECT TO APPROVAL BY THE CITY OF
CENTENNIAL.
SHEET NOTES
PULL BOX MEDIUM
6' PSCO ESMT
PER PLAT
EXISTING ROW
6' GAS ESMT
PER PLAT
EXISTING ROW
16' U.E.
PER PLAT
EXISTING ROW
EXISTING ROW
8' U.E.
PER PLAT
EAST DRY CREEK RD
SO
U
TH
F
R
AN
KL
IN
S T
R
Y
G
2, 17
R
Y
G
FY
4, 19
FY
08/
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
DON'T CROSS
TO CROSS
PUSH BUTTON
STEADY
FLASHING
TIME REMAINING
To Finish Crossing
TIMER
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
DON'T CROSS
TO CROSS
PUSH BUTTON
STEADY
FLASHING
TIME REMAINING
To Finish Crossing
TIMER
A
LOUVERED
= BACKPLATE (TYP.) WITH YELLOW
RETROREFLECTIVE TAPE
FYA
FYA
OL
SEE NOTE 2
LEGEND
M
TR
SIGNAL POLE AND MAST ARM W/
LED LUMINAIRE ARM
SIGNAL PEDESTAL POLE
SIGNAL HEAD - PEDESTRIAN
SIGNAL HEAD WITH BACKPLATE
TRAFFIC SIGNAL CONTROLLER AND CABINET
PEDESTRIAN PUSH BUTTON
SIGNAL CONDUIT (PVC SCH. 80, BORED)
PULL BOX SMALL (11"X18"X12")
SIGNAL HEAD
PULL BOX MEDIUM (16"X24"X12")
PULL BOX LARGE (24"X36"X18")
PTZ CAMERA
POWER METER CABINET
FIRE PREEMPTION UNIT (MODEL 711)
PEDESTRIAN PUSH BUTTON BOLLARD
LANE USE/CONFIGURATION
A
1 SIGN PANEL
FYA
04/
OL
PROPOSED PAVEMENT
MARKINGS
PROPOSED PAVEMENT
MARKINGS
PROPOSED PAVEMENT
MARKING
SEE NOTE 2
NW-1
NW-2
NE-2
NE-1
SE-2
SE-1
SW-2
SW-1
SWC TRAFFIC SIGNAL/
PUBLIC WORKS EASEMENT
NWC TRAFFIC SIGNAL/
PUBLIC WORKS EASEMENT
NEC TRAFFIC SIGNAL/
PUBLIC WORKS EASEMENT
3015 0 15
SCALE: 1" = 30'
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
10404415_TRF_SIGNAL.DWG
1" = 30' N/A
DRY CREEK RD AND CLARKSON ST
EXISTING TRAFFIC SIGNAL CONDITIONS
05 06SIGNAL
EAST DRY CREEK RD
SO
U
TH
C
LA
R
KS
O
N S
T
1. REMOVE EXISTING TRAFFIC SIGNAL POLES, SPAN WIRES, AND
ALL EQUIPMENT ATTACHED THERETO. POLES, SPAN WIRES,
AND WIRING TO BECOME THE PROPERTY OF THE
CONTRACTOR. ALL OTHER EQUIPMENT TO BE RETURNED TO
THE CITY.
2. CONTRACTOR SHALL COORDINATE WITH XCEL ENERGY FOR
LUMINAIRE REMOVALS TO ENSURE THAT THE CIRCUIT IS
PROPERLY REVISED.
SHEET NOTES
EXISTING LUMINAIRE AND
POLE TO BE REMOVED.
SEE NOTE 2
EXISTING CONDUIT TO BE REMOVED OR
ABANDONED WITH XCEL UNDERGROUNDING
PROJECT UNDER SEPARATE CONTRACT
EXISTING PULL BOX TO BE
REMOVED AND SALVAGED
EXISTING PULL BOX TO BE
REMOVED AND SALVAGED
EXISTING CABINET AND EQUIPMENT TO BE
REMOVED AND RETURNED TO THE CITY
EXISTING ROW
EXISTING ROW
EXISTING ROW
EXISTING ROW
KEY
PROTECTED MOVEMENT
PERMISSIVE MOVEMENT
PED MOVEMENT
TRAFFIC SIGNAL PHASE DIAGRAM
LEGEND
M
SIGNAL PEDESTAL POLE
SIGNAL HEAD - PEDESTRIAN
SIGNAL HEAD WITH BACKPLATE
TRAFFIC SIGNAL CONTROLLER AND CABINET
PEDESTRIAN PUSH BUTTON
OVERHEAD SPAN WIRE
SIGN PANEL
SIGNAL HEAD
PTZ CAMERA
POWER METER CABINET
FIRE PREEMPTION UNIT (MODEL 711)
PEDESTRIAN PUSH BUTTON BOLLARD
LANE USE/CONFIGURATION
3015 0 15
SCALE: 1" = 30'
TR
TR
TR
TR
TR
TR
TR
TR
TR
M
TR
TR
TR
TR
TR
TR
TR
10404415_TRF_SIGNAL.DWG
1" = 30' N/A
DRY CREEK RD AND CLARKSON ST
TRAFFIC SIGNAL PROPOSED CONDITIONS
06 06SIGNAL
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
R
Y
G A
R
PEDESTRIAN
HEAD
(COUNTDOWN)
R
Y
G
Y
G
FY
R
Y
G
FY
4, 8, 13, 18 2, 6, 7, 11, 15, 16
3, 9, 12, 17 1, 5, 10, 14
TRAFFIC SIGNAL HEAD SCHEDULE
02 03
06 07
KEY
PROTECTED MOVEMENT
PERMISSIVE MOVEMENT
PED MOVEMENT
TRAFFIC SIGNAL PHASE DIAGRAM
1 2
81011
TRAFFIC SIGN SCHEDULE
A
A
A
A
A A
A A
POSSIBLE POWER SOURCE LOCATION 150'
EAST OF THE INTERSECTION AT NEW PAD
MOUNT TRANSFORMER. CONTRACTOR
SHALL COORDINATE WITH XCEL ENERGY
FOR INTERSECTION POWER. (BUILDER'S
CALL LINE 800.628.2121)
1400E STSClarks n o
1 6
PULL BOX LARGE
2-2" 2-3" 2-2"
PULL BOX LARGE
1-2"
2-3" (BORED)
2-2" (BORED)
PULL BOX LARGE
2-2"2-3" (BORED)
2-2" (BORED)
PULL BOX MEDIUM
2-2"
PULL BOX MEDIUM
2-2"
2-3" (BORED)
2-2" (BORED)
6' PSCO ESMT
PER PLAT
EXISTING ROW
6' PSCO ESMT
PER PLAT
EXISTING ROW
6' PSCO ESMT
PER PLAT
EXISTING ROW
8' UTIL ESMT
EXISTING ROW
EAST DRY CREEK RD
SO
U
TH
C
LA
R
KS
O
N S
T
LEGEND
M
TR
SIGNAL POLE AND MAST ARM W/
LED LUMINAIRE ARM
SIGNAL PEDESTAL POLE
SIGNAL HEAD - PEDESTRIAN
SIGNAL HEAD WITH BACKPLATE
TRAFFIC SIGNAL CONTROLLER AND CABINET
PEDESTRIAN PUSH BUTTON
SIGNAL CONDUIT (PVC SCH. 80, BORED)
PULL BOX SMALL (11"X18"X12")
SIGNAL HEAD
PULL BOX MEDIUM (16"X24"X12")
PULL BOX LARGE (24"X36"X18")
PTZ CAMERA
POWER METER CABINET
FIRE PREEMPTION UNIT (MODEL 711)
PEDESTRIAN PUSH BUTTON BOLLARD
LANE USE/CONFIGURATION
PEDESTRIAN CROSSWALK SIGNS
1. RESET EXISTING FIBER COMMUNICATIONS FROM SPLICE
POINT INTO NEW CONTROL CABINET.
2. CITY OF CENTENNIAL WILL PROVIDE STREET NAME SIGN
TEMPLATES AND SPECIFICATIONS TO THE CONTRACTOR IN
ORDER TO SUPPORT THEIR LAYOUT SUBMITTALS FOR REVIEW
PRIOR TO THEIR FABRICATION
3. INSTALL INTERSECTION DETECTION SYSTEM FOR DEPICTED
SIGNAL PHASING. CONTACT TRAFFIC ENGINEERING FOR
DESIRED DETECTION TYPE, DETECTION ZONE POSITION, AND
DETECTOR ASSIGNMENTS. DETECTION PLACEMENT AND
MOUNTING TYPE TO BE DETERMINED BY THE MANUFACTURER
AND/OR VENDOR FOR OPTIMAL LOCATION AND PERFORMANCE
OF THE PRODUCT, SUBJECT TO APPROVAL BY THE CITY OF
CENTENNIAL.
SHEET NOTES
2-2" 2-3"
2-2" 2-3"
2-2" 2-3"
2-2" 2-3"
LOUVERED
= BACKPLATE (TYP.) WITH YELLOW
RETROREFLECTIVE TAPE
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
DON'T CROSS
TO CROSS
PUSH BUTTON
STEADY
FLASHING
TIME REMAINING
To Finish Crossing
TIMER
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
DON'T CROSS
TO CROSS
PUSH BUTTON
STEADY
FLASHING
TIME REMAINING
To Finish Crossing
TIMER
FYA
FYA
FYA
FYA
A
1 SIGN PANEL
REVISED STRIPING FOR
NEW LANE GEOMETRY
SEE NOTE 2
2-2" 2-3"
SEE NOTE 2
3015 0 15
SCALE: 1" = 30'
7500S RDEDryCre ke
NW-1
NW-2
NE-1
NE-2
SE-2SE-3
SE-1
SW-1
SW-2 1-2"
SEC TRAFFIC SIGNAL/
PUBLIC WORKS EASEMENT
SWC TRAFFIC SIGNAL/
PUBLIC WORKS EASEMENT
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
10404415_TRF_TABS.DWG
N/A N/A
SIGNING & STRIPING TABULATIONS
01 01QUANTITIES 39
5025 0 25
SCALE: 1" = 50'
LEGEND
REMOVE DOUBLE YELLOW, 4" WIDE1
10404415_TRF_S&S.DWG
1" = 60' N/A
ARAPAHOE RD AND FRANKLIN ST
STRIPING REMOVALS
01 06S & S
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
EAST ARAPAHOE RD
SO
U
TH
F
R
AN
KL
IN
S T
2 REMOVE SINGLE SOLID WHITE,
8" WIDE
TR
TR
TR
TRTR
M
10404415_TRF_S&S.DWG
1" = 60' N/A
ARAPAHOE RD AND FRANKLIN ST
SIGNING AND STRIPING PLAN
02 06S & S
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
2 2
12060 0 60
SCALE: 1" = 60'
LEGEND
REFRESH STOP BAR, WHITE, 2' WIDE
REFRESH CROSSWALK, WHITE, 2' x 9'
3 SINGLE SOLID WHITE, 8" WIDE
4 DOUBLE YELLOW, 4" WIDE
EAST ARAPAHOE RD
SO
U
TH
F
R
AN
KL
IN
S T
18' 18'
' O
PE
N
IN
G
12' 11.5' 12'
18' 18'
' O
PE
N
IN
G
12' 12'
5025 0 25
SCALE: 1" = 50'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K. BEARDSLEE
OF
LEGEND
REMOVE STOP BAR PAVEMENT MARKING
REMOVE CROSSWALK PAVEMENT MARKING
EAST DRY CREEK RD
SO
U
TH
F
R
AN
KL
IN
S T
10404415_TRF_S&S.DWG
1" = 50' N/A
DRY CREEK RD AND FRANKLIN ST
SIGNING AND STRIPING REMOVALS
03 06S & S
REMOVE
RESET
SEE NOTE 1
1. SIGN PANEL TO BE RESET ON NEW POST. SEE SHEET 43.
SHEET NOTES
3 REMOVE SINGLE SOLID WHITE,
8" WIDE
TRTRTRTR
TR
TR
TR
TR
M
10404415_TRF_S&S.DWG
1" = 60' N/A
DRY CREEK RD AND FRANKLIN ST
SIGNING AND STRIPING PLAN
04 06S & S
12060 0 60
SCALE: 1" = 60'
BATCH 3 - SPAN WIRE TO MAST ARMS
SHEET SUBSET:
DETAILER:
DESIGNER:
SHEET NUMBERSUBSET SHEET:
INITIALSCOMMENTSDATE:
SHEET REVISIONSPRINT DATE:
HORIZ. SCALE: VERT. SCALE:
PROJECT NO.
DRAWING FILE NAME:
13133 E. ARAPAHOE RD
CENTENNIAL, CO 80112DENVER, COLORADO 80202
FAX: 303-860-7139
8/19/2025
PUBLIC WORKS DEPARTMENT
CITY OF CENTENNIAL
1670 BROADWAY, SUITE 3400
PHONE: 303-764-1520
P. JOHNSON
K.…
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