HomeMy WebLinkAboutMemo - Mail Packet - 6/6/2023 - Memorandum From Dillon Willett Re: Laporte Corridor Fishback To Sunset And Fishback To Wood
Engineering Department
281 North College Avenue
P.O. Box 580
Fort Collins, CO 80522.0580
970.221.6605
970.221.6378 - fax
fcgov.com/engineering
Planning, Development & Transportation
MEMORANDUM
DATE: May 31, 2023
TO: Mayor Arndt and City Council
THRU: Kelly DiMartino, City Manager
Tyler Marr, Deputy City Manager
Caryn Champine, Director of PDT
Drew Brooks, Interim Deputy Director, PDT
Brad Buckman, City Engineer
FROM: Dillon Willett, Project Manager
RE: Laporte Corridor Fishback to Sunset and Fishback to Wood
The purpose of this memorandum is to summarize the capital project plans on Laporte
Corridor from Sunset to Fishback and to convey potential for restriping Laporte from
Fishback to Wood to connect these improved facilities with existing on street bike
facilities.
Background
Laporte Corridor between Fishback and Sunset has existing bicycle and pedestrian
facility gaps resulting in safety concerns and accidents between vehicles, bicycles and
pedestrians. This corridor also provides access to Poudre High School and Poudre
School District offices. This corridor is part of the City’s Low Stress Bicycle Network
and recognized by the North Front Range Metropolitan Planning Organization as a high
priority for bicycle and pedestrian improvements.
Capital Project Overview
The capital project for this corridor seeks to improve vehicular, bicycle and pedestrian
safety along the corridor by building missing sidewalk and bikeways, upgrading road
with curb and gutter, adding a center turn lane and improved bus transit facilities.
This project was split into two phases, the bridge project and corridor project. The
bridge project includes replacement of two bridges over New Mercer canal and the
corridor from Grandview to just east of Taft Hill. The remaining corridor will be split into
two sub phases to accommodate funding and schedule constraints. The east side, from
Grandview to Fishback and the west side, from Taft Hill to Sunset.
DocuSign Envelope ID: 55676BA6-BA3B-4C28-B6A5-7EA69273DA36
Budget and Funding
The bridge phase is fully funded through local funds and is currently under construction.
The remaining corridor phase includes TAP, MMOF and RMS grant funding and has a
current funding gap of $3.125 million. Current funding supports construction of the east
side of this phase, while the west side is contingent upon full funding. City Engineering
is applying for another TAP grant along with local match to fulfil this need.
Proposed Schedule
Laporte Bridges (Active Construction) – December 2022 – August 2023
Laporte Corridor East – August 2023 – October 2023
Laporte Corridor West – March 2024 – October 2024 (Funding Dependent)
Fishback to Wood Restriping Option
After discussion with residents and business owners, City staff are exploring options for
restriping Laporte from Fishback to Wood. Restriping this section would be a relatively
low-cost option to connect the new facilities being constructed by this capital project and
existing on street facilities on Laporte east of Wood. This restriping effort would remove
parallel parking along Laporte to make room for buffered bicycle facilities. Restriping
this area would require, at a minimum, neighborhood outreach and parking studies to
support the decision. Pending these items, restriping could be included in either the
east or west phases of corridor construction.
Attachments
1. Laporte Corridor Map
2. Laporte Corridor (Grandview to Fishback) Signing & Striping Plans
3. Laporte Corridor (Fishback to Wood) Restriped Cross Section Option
DocuSign Envelope ID: 55676BA6-BA3B-4C28-B6A5-7EA69273DA36
LAPORTE AVE.TAFT HILL RD.PENNSYLVANIA ST.
GRANDVIEW AVE.
FREY AVE.LAPORTE AVE.2140 LAPORTE AVE2210 LAPORTE AVE2208 LAPORTE AVE2138 LAPORTE AVENEW MERCER CANAL2128 LAPORTE AVE2028 LAPORTE AVE2122 LAPORTE AVEALLEY2110 LAPORTE AVE201 N. TAFT HILL RD203 N. TAFT HILL RD200 N. TAFT HILL RD2016 LAPORTE AVE2000 LAPORTE AVE1950 LAPORTE AVENEW MERCER CANAL 1948 LAPORTE AVE1946 LAPORTE AVE1944 LAPORTE AVE1900 LAPORTE AVE1900 LAPORTE AVENEW MERCER CANAL1850 LAPORTE AVE1850 LAPORTE AVE1824 & 1830LAPORTE AVE1804 LAPORTE AVE1800 & 1802 LAPORTE AVE168 FREY AVE1801 LAPORTE AVE
1805 LAPORTE AVE
1809 LAPORTE AVE
1815 LAPORTE AVE
1825 LAPORTE AVE
1827 LAPORTE AVE
1831 LAPORTE AVE 2215 LAPORTE AVE2105 LAPORTE AVETRACT AFARMSTEADSUBDIVISIONLOT 2FARMSTEADSUBDIVISIONTRACT BFARMSTEADSUBDIVISIONLOT 1FARMSTEADSUBDIVISION149 GRANDVIEW AVENEW MERCER CANALNEW MERCER CANALNEW MERCER CANALSTODGY BREWING CO., LLCBRIARWOOD RD.
IMPALA DR.
SUNSET ST.LAPORTE AVE.LAPORTE AVE.LAPORTE AVE.2214 LAPORTE AVE2218 LAPORTE AVE2224 LAPORTE AVE2314 LAPORTE AVE2316 LAPORTE AVE2420 LAPORTE AVE2318 LAPORTE AVESANCTUARYON THE GREENSANCTUARYON THE GREEN2216 LAPORTE AVE2212 LAPORTE AVE2140 LAPORTE AVE2210 LAPORTE AVE2208 LAPORTE AVE2444 LAPORTE AVE2540 LAPORTE AVE2622 LAPORTE AVE2630 LAPORTE AVE2704 LAPORTE AVE137 NORTH SUNSET ST2619 LAPORTE AVE2613 LAPORTE AVE2543 LAPORTE AVE2541 LAPORTE AVE2537 LAPORTE AVE2519 LAPORTE AVE2515 LAPORTE AVE2407 LAPORTE AVE2407 LAPORTE AVE2407 LAPORTE AVE201 SOUTH IMPALA AVE2217 LAPORTE AVE2215 LAPORTE AVE2215 LAPORTE AVE2215 LAPORTE AVE2105 LAPORTE AVEFREY AVE.NORTH BRYAN AVE.FISHBACK AVE.FISHBACK AVE.LARIMER NO. 21800 & 1802 LAPORTE AVE1760 LAPORTE AVELARIMER COUNTYCANAL No. 21700 LAPORTE AVE1612 LAPORTE AVE1608 LAPORTE AVE1604 LAPORTE AVE1600 LAPORTE AVE1528 LAPORTE AVE1619 LAPORTE AVE1615 LAPORTE AVE1611 LAPORTE AVE1623 LAPORTE AVE 147 FISHBACK AVE144 FISHBACK AVE1631 LAPORTE AVE151 NORTH BRYAN AVE1715 LAPORTE AVE1709 LAPORTE AVE168 FREY AVE1801 LAPORTE AVE STODGY BREWING CO., LLCSTREET TYPICAL SECTIONW/ TURN LANESTREET TYPICAL SECTIONW/OUT TURN LANE4" ROLLOVER CURB & GUTTER6" ROLLOVER CURB & GUTTERSTREET TYPICAL SECTIONAT PSD FRONTAGESTREET TYPICAL SECTIONAT EAST BRIDGELAPORTE AVE CORRIDOR SUNSET ST TO FISHBACK AVEELEVATED BIKE LANE EXHIBITDATE: 02/05/20C O N S U L T I N G G R O U PI N T E R W E S T030'60301530SCALE: 1" = LEGENDMATCHLINESEE BELOWMATCHLINESEE ABOVEMATCHLINESEE BELOWMATCHLINESEE ABOVEDocuSign Envelope ID: 55676BA6-BA3B-4C28-B6A5-7EA69273DA36
12'
5' SIDEWALK
Exst ROW
TIE TO EXISTING
PAVEMENT MARKINGS
STA:66+44.62
OFF:0.33' RT
Exst ROW
6' BIKE PATH
140 L.F.
115 L.F.45° DIAGONAL HATCHING,
40 FT. SPACING
TIE TO EXISTING
PAVEMENT MARKINGS
STA:66+44.83
OFF:10.33' LT
TIE TO EXISTING
PAVEMENT MARKINGS
STA:67+57.62
OFF:24.50' RT
STA:67+57.56
OFF:5.33' RT
STA:67+57.58
OFF:5.33' LT
235 L.F.
235 L.F.
120 L.F.
STA:68+18.40
OFF:16.00' LT
10'
11'
6' BIKE LANE
2' BUFFER
UNDER CONSTRUCTION
UNDER CONSTRUCTION
LAPORTE AVE. HCL
BIKE
LANE
12R7-9A
(1)
67+00 68+00
MATCH LINE STA: 66+25.00MATCH LINE STA: 68+75.00N
LAPORTE AVENUE
SIGNING AND STRIPING PLAN
STA. 66+25.00 TO STA. 68+75.00
CDF
CAG
TRAF
--
--
23630
5102 OF 07
1" = 20'N/A
-
-
-
-
-
-
-
-
-
-
-
-
TAP M455-133
Sheet Status
90% PLAN SET
NOT FOR CONSTRUCTION
C:\pw_work\horrocks\d0541428\CO-6275-22-TRPL-01, 5/4/2023 6:48:31 AM, Todd SanteeAS CONSTRUCTED PROJECT NO./CODE
STRUCTURE
NUMBERS
NO. REVISIONS:
REVISED:
VOID:
PRINT DATE: 05/4/2023 6:48 AM
FILE NAME: CO-6275-22-TRPL-01.DWG
DESIGNER:
DETAILER:
SHEET SUBSET:SUBSET SHEETS:
HORIZ. SCALE:VERT. SCALE:
5670 Greenwood Plaza Blvd., Ste 100W
Greenwood Village, CO 80111
(303) 967-0353
LEGEND
NOTES:
1.SEE TABULATIONS FOR MATERIAL AND
INSTALLATION DETAILS.
ASPHALT PAVEMENT
CONCRETE
IN CONSTRUCTION
CHANNELIZING LINE
SOLID WHITE, 6 IN. WIDE
DOTTED LINES
SOLID WHITE, 6 IN. WIDE,
2 FT. SEGMENTS WITH 4 FT. GAPS
CENTER LINE
SOLID WHITE, 4 IN. WIDE
PARKING LINE
SOLID WHITE, 4 IN. WIDE
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
LINES SHALL BE SPACED 4 IN. APART
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
BROKEN YELLOW, 4 IN. WIDE,
10 FT. SEGMENTS WITH 30 FT. GAPS
LINES SHALL BE SPACED 4 IN. APART
BICYCLE LANE CONFLICT ZONE LINES
SOLID GREEN, 2 FT. WIDE, 6 FT. LONG,
LINES SHALL BE SPACED 4 FT. APART
BICYCLE SYMBOL AND THRU ARROW
GREEN/WHITE, 80 S.F.
PAVEMENT WORDS
SOLID WHITE, VARIES
CROSSWALK LINES
SOLID WHITE, 12 IN. WIDE, 8 FT. LONG
YIELD LINES
SOLID WHITE, 12 IN. WIDE, 18 IN. LONG
BICYCLE SYMBOL
SOLID WHITE, 11.9 S.F.
THRU ARROW
SOLID WHITE, 7.4 S.F.
EXISTING TRAFFIC SIGN
PROPOSED TRAFFIC SIGN
DocuSign Envelope ID: 55676BA6-BA3B-4C28-B6A5-7EA69273DA36
12'
4.5' SIDEWALK
6' BIKE PATH
5' SIDEWALK
480 L.F.
45° DIAGONAL HATCHING,
40 FT. SPACING
20 L.F.
84 S.F.
STA:69+06.96
OFF:5.33' RT
STA:69+06.97
OFF:5.33' LT
STA:69+77.04
OFF:5.33' RT
STA:69+77.05
OFF:5.34' LT
STA:69+12.26
OFF:24.51' RT
35 L.F.
35 L.F.
150 L.F.
150 L.F.
40 L.F.
40 L.F.
STA:68+83.40
OFF:16.00' LT STA:71+12.00
OFF:16.00' LT
10'
11'
2' BUFFER
6' BIKE LANE
Exst ROW
Exst ROW
Exst ROW
Exst ROW
LAPORTE AVE. HCL
24 S.F.
STA:70+87.30
OFF:24.50' RT
30 L.F.
KEEP
RIGHTLEFT
12R9-7
(3)
BIKE
LANE
12R7-9A
(2)
EXISTING
PROTECT IN
PLACE
EXISTING
PROTECT IN
PLACE
EXISTING
PROTECT IN
PLACE
ANY TIME
P
ANY
TIME
NO
PARKINGLAPORTEAVE
1800
FREY AVE
100
69+00 70+00 71+00
MATCH LINE STA: 68+75.00MATCH LINE STA: 71+25.00LAPORTE AVENUE
SIGNING AND STRIPING PLAN
STA. 68+75.00 TO STA. 71+25.00
CDF
CAG
TRAF
--
--
23630
5203 OF 07
1" = 20'N/A
-
-
-
-
-
-
-
-
-
-
-
-
TAP M455-133
Sheet Status
90% PLAN SET
NOT FOR CONSTRUCTION
C:\pw_work\horrocks\d0541428\CO-6275-22-TRPL-01, 5/4/2023 6:48:34 AM, Todd SanteeAS CONSTRUCTED PROJECT NO./CODE
STRUCTURE
NUMBERS
NO. REVISIONS:
REVISED:
VOID:
PRINT DATE: 05/4/2023 6:48 AM
FILE NAME: CO-6275-22-TRPL-01.DWG
DESIGNER:
DETAILER:
SHEET SUBSET:SUBSET SHEETS:
HORIZ. SCALE:VERT. SCALE:
5670 Greenwood Plaza Blvd., Ste 100W
Greenwood Village, CO 80111
(303) 967-0353
N
LEGEND
NOTES:
1.SEE TABULATIONS FOR MATERIAL AND
INSTALLATION DETAILS.
ASPHALT PAVEMENT
CONCRETE
IN CONSTRUCTION
CHANNELIZING LINE
SOLID WHITE, 6 IN. WIDE
DOTTED LINES
SOLID WHITE, 6 IN. WIDE,
2 FT. SEGMENTS WITH 4 FT. GAPS
CENTER LINE
SOLID WHITE, 4 IN. WIDE
PARKING LINE
SOLID WHITE, 4 IN. WIDE
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
LINES SHALL BE SPACED 4 IN. APART
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
BROKEN YELLOW, 4 IN. WIDE,
10 FT. SEGMENTS WITH 30 FT. GAPS
LINES SHALL BE SPACED 4 IN. APART
BICYCLE LANE CONFLICT ZONE LINES
SOLID GREEN, 2 FT. WIDE, 6 FT. LONG,
LINES SHALL BE SPACED 4 FT. APART
BICYCLE SYMBOL AND THRU ARROW
GREEN/WHITE, 80 S.F.
PAVEMENT WORDS
SOLID WHITE, VARIES
CROSSWALK LINES
SOLID WHITE, 12 IN. WIDE, 8 FT. LONG
YIELD LINES
SOLID WHITE, 12 IN. WIDE, 18 IN. LONG
BICYCLE SYMBOL
SOLID WHITE, 11.9 S.F.
THRU ARROW
SOLID WHITE, 7.4 S.F.
EXISTING TRAFFIC SIGN
PROPOSED TRAFFIC SIGN
DocuSign Envelope ID: 55676BA6-BA3B-4C28-B6A5-7EA69273DA36
Exst ROW
5' SIDEWALK
12'
5' SIDEWALK
6' BIKE PATH
5' SIDEWALK
12'
5' SIDEWALK
6' BIKE PATH
5' SIDEWALK
230 L.F.
45° DIAGONAL HATCHING,
15 FT. SPACING 100 L.F.
STA:72+29.87
OFF:5.33' RT
STA:72+29.88
OFF:5.34' LT
STA:72+78.88
OFF:5.34' RT
STA:72+78.88
OFF:5.34' LT
105 L.F.
105 L.F.
250 L.F.
100 L.F.
100 L.F.
35 L.F.210 L.F.
10'
11'
2' BUFFER
6' BIKE LANE
10'
3' BUFFER
8' PARKING
6' BIKE LANE
11'
Exst ROW
Exst ROW
PROP
SIDEWALK
LAPORTE AVE. HCL
84 S.F.
228 S.F.
26'
TYP.
120 L.F.
35 L.F.
BIKE LANE P EXISTING
PROTECT IN
PLACEEXISTING
PROTECT IN
PLACE
EXISTING
PROTECT IN
PLACE
72+00 73+00
MATCH LINE STA: 71+25.00MATCH LINE STA: 73+75.00LAPORTE AVENUE
SIGNING AND STRIPING PLAN
STA. 71+25.00 TO STA. 73+75.00
CDF
CAG
TRAF
--
--
23630
5304 OF 07
1" = 20'N/A
-
-
-
-
-
-
-
-
-
-
-
-
TAP M455-133
Sheet Status
90% PLAN SET
NOT FOR CONSTRUCTION
C:\pw_work\horrocks\d0541428\CO-6275-22-TRPL-01, 5/4/2023 6:48:37 AM, Todd SanteeAS CONSTRUCTED PROJECT NO./CODE
STRUCTURE
NUMBERS
NO. REVISIONS:
REVISED:
VOID:
PRINT DATE: 05/4/2023 6:48 AM
FILE NAME: CO-6275-22-TRPL-01.DWG
DESIGNER:
DETAILER:
SHEET SUBSET:SUBSET SHEETS:
HORIZ. SCALE:VERT. SCALE:
5670 Greenwood Plaza Blvd., Ste 100W
Greenwood Village, CO 80111
(303) 967-0353
N
LEGEND
NOTES:
1.SEE TABULATIONS FOR MATERIAL AND
INSTALLATION DETAILS.
ASPHALT PAVEMENT
CONCRETE
IN CONSTRUCTION
CHANNELIZING LINE
SOLID WHITE, 6 IN. WIDE
DOTTED LINES
SOLID WHITE, 6 IN. WIDE,
2 FT. SEGMENTS WITH 4 FT. GAPS
CENTER LINE
SOLID WHITE, 4 IN. WIDE
PARKING LINE
SOLID WHITE, 4 IN. WIDE
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
LINES SHALL BE SPACED 4 IN. APART
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
BROKEN YELLOW, 4 IN. WIDE,
10 FT. SEGMENTS WITH 30 FT. GAPS
LINES SHALL BE SPACED 4 IN. APART
BICYCLE LANE CONFLICT ZONE LINES
SOLID GREEN, 2 FT. WIDE, 6 FT. LONG,
LINES SHALL BE SPACED 4 FT. APART
BICYCLE SYMBOL AND THRU ARROW
GREEN/WHITE, 80 S.F.
PAVEMENT WORDS
SOLID WHITE, VARIES
CROSSWALK LINES
SOLID WHITE, 12 IN. WIDE, 8 FT. LONG
YIELD LINES
SOLID WHITE, 12 IN. WIDE, 18 IN. LONG
BICYCLE SYMBOL
SOLID WHITE, 11.9 S.F.
THRU ARROW
SOLID WHITE, 7.4 S.F.
EXISTING TRAFFIC SIGN
PROPOSED TRAFFIC SIGN
DocuSign Envelope ID: 55676BA6-BA3B-4C28-B6A5-7EA69273DA36
YIELDTOPEDSDO NOT
ENTER
5' SIDEWALK
6' BIKE PATH
5' SIDEWALK 290 L.F.
45° DIAGONAL HATCHING,
15 FT. SPACING
STA:74+07.03
OFF:5.34' RT
STA:74+07.03
OFF:5.34' LT
STA:74+64.59
OFF:5.33' RT
STA:74+64.59
OFF:5.33' LT
60 S.F.
5' SIDEWALK
6' BIKE PATH
5' SIDEWALK
20 L.F.
35 L.F.
12'
165 L.F.
165 L.F.
150 L.F.
10'
3' BUFFER8' PARKING
6' BIKE LANE
6' BIKE LANE
10'
11'
24 S.F.
48 S.F.
Exst ROW
Exst ROW
Exst ROW
LAPORTE AVE. HCL
80 L.F.
155 L.F.
35 L.F.
11'
12'
2.3 S.F.
17.5 S.F.
185 L.F.
145 L.F.
45° DIAGONAL HATCHING,
3 FT. SPACING
30 L.F.
24 IN. LETTER
HEIGHT
33 S.F.18 IN. LETTER
HEIGHT
~
YIELD
TO
PEDS
ONE WAY
DO NOT
ENTER12R9-6
(4)18W11-2
(5)(6)
2X 36R6-1
30R5-1
EXISTING
(PROTECT IN
PLACE)EXISTING
RESET
(7)
EXISTING
REST SIGN
PANEL WITH
LIGHT POLE
(8)
EXISTING
(MOUNTED ON
WOOD POLE)
RESET
(10)
KEEP
RIGHTLEFT
12R9-7
(9)
74+00
75+00 76+00
LAPORTEAVE
1600
BRYAN AVE
100NMATCH LINE STA: 73+75.00MATCH LINE STA: 76+25.00LAPORTE AVENUE
SIGNING AND STRIPING PLAN
STA. 73+75.00 TO STA. 76+25.00
CDF
CAG
TRAF
--
--
23630
5405 OF 07
1" = 20'N/A
-
-
-
-
-
-
-
-
-
-
-
-
TAP M455-133
Sheet Status
90% PLAN SET
NOT FOR CONSTRUCTION
C:\pw_work\horrocks\d0541428\CO-6275-22-TRPL-01, 5/4/2023 6:48:40 AM, Todd SanteeAS CONSTRUCTED PROJECT NO./CODE
STRUCTURE
NUMBERS
NO. REVISIONS:
REVISED:
VOID:
PRINT DATE: 05/4/2023 6:48 AM
FILE NAME: CO-6275-22-TRPL-01.DWG
DESIGNER:
DETAILER:
SHEET SUBSET:SUBSET SHEETS:
HORIZ. SCALE:VERT. SCALE:
5670 Greenwood Plaza Blvd., Ste 100W
Greenwood Village, CO 80111
(303) 967-0353
N
LEGEND
NOTES:
1.SEE TABULATIONS FOR MATERIAL AND
INSTALLATION DETAILS.
ASPHALT PAVEMENT
CONCRETE
IN CONSTRUCTION
CHANNELIZING LINE
SOLID WHITE, 6 IN. WIDE
DOTTED LINES
SOLID WHITE, 6 IN. WIDE,
2 FT. SEGMENTS WITH 4 FT. GAPS
CENTER LINE
SOLID WHITE, 4 IN. WIDE
PARKING LINE
SOLID WHITE, 4 IN. WIDE
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
LINES SHALL BE SPACED 4 IN. APART
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
BROKEN YELLOW, 4 IN. WIDE,
10 FT. SEGMENTS WITH 30 FT. GAPS
LINES SHALL BE SPACED 4 IN. APART
BICYCLE LANE CONFLICT ZONE LINES
SOLID GREEN, 2 FT. WIDE, 6 FT. LONG,
LINES SHALL BE SPACED 4 FT. APART
BICYCLE SYMBOL AND THRU ARROW
GREEN/WHITE, 80 S.F.
PAVEMENT WORDS
SOLID WHITE, VARIES
CROSSWALK LINES
SOLID WHITE, 12 IN. WIDE, 8 FT. LONG
YIELD LINES
SOLID WHITE, 12 IN. WIDE, 18 IN. LONG
BICYCLE SYMBOL
SOLID WHITE, 11.9 S.F.
THRU ARROW
SOLID WHITE, 7.4 S.F.
EXISTING TRAFFIC SIGN
PROPOSED TRAFFIC SIGN
DocuSign Envelope ID: 55676BA6-BA3B-4C28-B6A5-7EA69273DA36
FISHBACKAVE
200
LAPORTEAVE
1600
Exst ROWSTA:77+24.86
OFF:5.33' RT
STA:77+24.87
OFF:5.33' LT
STA:77+99.70
OFF:1.70' RT
STA:77+99.72
OFF:8.97' LT
5' SIDEWALK
6' BIKE PATH
5' SIDEWALK
STA:78+59.80
OFF:8.72' LT
11'
10'
12'
175 L.F.
10'
11'
6' BIKE LANE
11'
15'
Exst ROW
Exst
ROW
Exst ROW
Exst ROW
PROP
SIDEWALK
LAPORTE AVE. HCL
100 L.F.
230 L.F.
8'STA:78+59.82
OFF:0.05' LT
175 L.F.
20 L.F.
BIKE LANE
ENDS
(13)
24R3-17
24R3-17BP
BIKE LANE
AHEAD
EXISTING
PROTECT IN
PLACE
(12)
24R3-17AP
24R3-17KEEP
RIGHTLEFT
12R9-7
(11)
77+00 78+00
12'MATCH LINE STA: 76+25.00MATCH LINE STA: 78+50.00LAPORTE AVENUE
SIGNING AND STRIPING PLAN
STA. 76+25.00 TO STA. 78+50.00
CDF
CAG
TRAF
--
--
23630
5506 OF 07
1" = 20'N/A
-
-
-
-
-
-
-
-
-
-
-
-
TAP M455-133
Sheet Status
90% PLAN SET
NOT FOR CONSTRUCTION
C:\pw_work\horrocks\d0541428\CO-6275-22-TRPL-01, 5/4/2023 6:48:43 AM, Todd SanteeAS CONSTRUCTED PROJECT NO./CODE
STRUCTURE
NUMBERS
NO. REVISIONS:
REVISED:
VOID:
PRINT DATE: 05/4/2023 6:48 AM
FILE NAME: CO-6275-22-TRPL-01.DWG
DESIGNER:
DETAILER:
SHEET SUBSET:SUBSET SHEETS:
HORIZ. SCALE:VERT. SCALE:
5670 Greenwood Plaza Blvd., Ste 100W
Greenwood Village, CO 80111
(303) 967-0353
N
LEGEND
NOTES:
1.SEE TABULATIONS FOR MATERIAL AND
INSTALLATION DETAILS.
ASPHALT PAVEMENT
CONCRETE
IN CONSTRUCTION
CHANNELIZING LINE
SOLID WHITE, 6 IN. WIDE
DOTTED LINES
SOLID WHITE, 6 IN. WIDE,
2 FT. SEGMENTS WITH 4 FT. GAPS
CENTER LINE
SOLID WHITE, 4 IN. WIDE
PARKING LINE
SOLID WHITE, 4 IN. WIDE
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
LINES SHALL BE SPACED 4 IN. APART
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
BROKEN YELLOW, 4 IN. WIDE,
10 FT. SEGMENTS WITH 30 FT. GAPS
LINES SHALL BE SPACED 4 IN. APART
BICYCLE LANE CONFLICT ZONE LINES
SOLID GREEN, 2 FT. WIDE, 6 FT. LONG,
LINES SHALL BE SPACED 4 FT. APART
BICYCLE SYMBOL AND THRU ARROW
GREEN/WHITE, 80 S.F.
PAVEMENT WORDS
SOLID WHITE, VARIES
CROSSWALK LINES
SOLID WHITE, 12 IN. WIDE, 8 FT. LONG
YIELD LINES
SOLID WHITE, 12 IN. WIDE, 18 IN. LONG
BICYCLE SYMBOL
SOLID WHITE, 11.9 S.F.
THRU ARROW
SOLID WHITE, 7.4 S.F.
EXISTING TRAFFIC SIGN
PROPOSED TRAFFIC SIGN
DocuSign Envelope ID: 55676BA6-BA3B-4C28-B6A5-7EA69273DA36
Exst ROWSTA:79+38.61
OFF:8.75' LT
STA:79+32.83
OFF:0.04' LT
STA:79+32.99
OFF:8.71' LTSTA:78+79.68
OFF:8.73' LT
STA:78+59.80
OFF:8.72' LT 11'
15'
Exst ROW
Exst ROW
LAPORTE AVE. HCL
8'
STA:78+79.67
OFF:0.10' LT
STA:78+59.82
OFF:0.05' LT
70 L.F.
230 L.F.STA:80+46.91
OFF:0.08' LT
20 L.F.
30W1-4(R)
(14)
EXISTING
PROTECT IN
PLACE INSTALL 165 FT.
EAST OF POINT
FACING WB TRAFFIC
BIKE LANE
ENDS
LAPORTEAVE
1600
FISHBACKAVE
200
EXISTING
PROTECT IN
PLACE
(13)
24R3-17
24R3-17BP
79+00 80+00
MATCH LINE STA: 78+50.00LAPORTE AVENUE
SIGNING AND STRIPING PLAN
STA. 78+50.00 TO STA. 89+50.00
CDF
CAG
TRAF
--
--
23630
5607 OF 07
1" = 20'N/A
-
-
-
-
-
-
-
-
-
-
-
-
TAP M455-133
Sheet Status
90% PLAN SET
NOT FOR CONSTRUCTION
C:\pw_work\horrocks\d0541428\CO-6275-22-TRPL-01, 5/4/2023 6:48:46 AM, Todd SanteeAS CONSTRUCTED PROJECT NO./CODE
STRUCTURE
NUMBERS
NO. REVISIONS:
REVISED:
VOID:
PRINT DATE: 05/4/2023 6:48 AM
FILE NAME: CO-6275-22-TRPL-01.DWG
DESIGNER:
DETAILER:
SHEET SUBSET:SUBSET SHEETS:
HORIZ. SCALE:VERT. SCALE:
5670 Greenwood Plaza Blvd., Ste 100W
Greenwood Village, CO 80111
(303) 967-0353
N
LEGEND
NOTES:
1.SEE TABULATIONS FOR MATERIAL AND
INSTALLATION DETAILS.
ASPHALT PAVEMENT
CONCRETE
IN CONSTRUCTION
CHANNELIZING LINE
SOLID WHITE, 6 IN. WIDE
DOTTED LINES
SOLID WHITE, 6 IN. WIDE,
2 FT. SEGMENTS WITH 4 FT. GAPS
CENTER LINE
SOLID WHITE, 4 IN. WIDE
PARKING LINE
SOLID WHITE, 4 IN. WIDE
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
LINES SHALL BE SPACED 4 IN. APART
DOUBLE CENTER LINES
SOLID YELLOW, 4 IN. WIDE,
BROKEN YELLOW, 4 IN. WIDE,
10 FT. SEGMENTS WITH 30 FT. GAPS
LINES SHALL BE SPACED 4 IN. APART
BICYCLE LANE CONFLICT ZONE LINES
SOLID GREEN, 2 FT. WIDE, 6 FT. LONG,
LINES SHALL BE SPACED 4 FT. APART
BICYCLE SYMBOL AND THRU ARROW
GREEN/WHITE, 80 S.F.
PAVEMENT WORDS
SOLID WHITE, VARIES
CROSSWALK LINES
SOLID WHITE, 12 IN. WIDE, 8 FT. LONG
YIELD LINES
SOLID WHITE, 12 IN. WIDE, 18 IN. LONG
BICYCLE SYMBOL
SOLID WHITE, 11.9 S.F.
THRU ARROW
SOLID WHITE, 7.4 S.F.
EXISTING TRAFFIC SIGN
PROPOSED TRAFFIC SIGN
DocuSign Envelope ID: 55676BA6-BA3B-4C28-B6A5-7EA69273DA36
5/31/23, 11:31 AM Laporte Fishback to Wood – Streetmix
https://streetmix.net/dwillett/3/laporte-fishback-to-wood 1/1
DocuSign Envelope ID: 55676BA6-BA3B-4C28-B6A5-7EA69273DA36