HomeMy WebLinkAboutTHE LANDING AT LEMAY MULTIFAMILY AND MIXED-USE - FDP230020 - SUBMITTAL DOCUMENTS - ROUND 6 - Supporting Documentation (2)
DELICH The Landing at Lemay Trip Generation Analysis, March 2024 ASSOCIATES
from the industrial area on Link Lane will “cut-through” The Landing at Lemay site. This is
shown in the short range (2028) background traffic. This is a temporary condition until
Cordova Road is completed from Duff Drive to Link Lane. By or before the long range
(2045) future, Cordova Road will be completed per the Master Street Plan and therefore
the long range (2045) analysis from the cited TIS will not change.
From the foregoing analyses, it is concluded that the trip generation for the proposed
Landing at Lemay will have a minimal impact on site generated traffic. The change in
Cordova Road, may result in traffic from the industrial area “cutting-through” The Landing at
Lemay site. However, this will be a temporary condition and have minimal impact on the
short range (2028) level of service. Therefore, it is respectfully requested that no further
transportation analyses be required for the proposed Landing at Lemay. Do not hesitate to
contact me if there are questions or if additional information is required.
BURLINGTON NORTHERN RAILROAD
SCALE: 1"=2000'
SITE LOCATION Figure 1
DELICH
ASSOCIATES
The Landing at Lemay Trip Generation Analysis, March 2024
Vine Drive Ti
m
b
e
r
l
i
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e
R
o
a
d
Mulberry Road
Le
m
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A
v
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n
u
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Buckingham Street
Lincoln Avenue
Duff Drive
Link Lane
Cordov
a
Road
DELICH The Landing at Lemay Trip Generation Analysis, March 2024 ASSOCIATES
TABLE 1
The Landing at Lemay TIS Trip Generation
Code Use Size AWDTE AM Peak Hour PM Peak Hour
Rate Trips Rate In Rate Out Rate In Rate Out
220 Multifamily Housing (Low-Rise) 336 D.U. Eq. 2230 Eq. 30 Eq. 97 Eq. 104 Eq. 61
TABLE 2
Revised The Landing at Lemay Trip Generation
Code Use Size AWDTE AM Peak Hour PM Peak Hour
Rate Trips Rate In Rate Out Rate In Rate Out
220 Multifamily Housing (Low-Rise) 344 D.U. Eq. 2280 Eq. 31 Eq. 98 Eq. 106 Eq. 62
APPENDIX A
Subject: RE: Landing at Lemay revised site
From: Steve Gilchrist <sgilchrist@fcgov.com>
Date: 3/7/2024, 8:14 AM
To: Joseph Delich <joseph@delichassoc.com>
Joe,
I spoke with Tyler and he agrees that we would like to see the majority of the traffic that
was using Cordova, using Link. We would also like the memo to note that there will be a
possibility of "cut-through" traffic using the internal roads to the development to access
the industrial area off of Link. I'm not going to attempt to put a number to it, but it
should be noted in the memo.
I'm not going to recommend that this internal road be converted to a full public street, if
the cut-through traffic is only temporary until Cordova is built. The developer should
understand this, and at least expect some outside traffic if there isn't a Cordova
connection.
Once you get the memo completed please send it to me, Todd, and Tyler.
Thanks,
Steve
-----Original Message-----
From: Joseph Delich <joseph@delichassoc.com>
Sent: Monday, March 4, 2024 2:16 PM
To: Steve Gilchrist <sgilchrist@fcgov.com>
Subject: [EXTERNAL] Landing at Lemay revised site
Steve,
The Landing at Lemay changed the number of dwelling units from 336 D.U.
to 344 D.U. and a portion of Cordova Road is not going to be built in the short range
northeast of Duff Drive. The long range remains the same except for the additional 2
morning trips and 3 afternoon trips.
Attached is the trip generation table, site plan, revised site generated traffic, and short
range total traffic.
I propose I do a memo stating that the increase in the number of dwelling units and the
Cordova Road gap has minimal impact on the level of service in the short range and long
range future. Let me know your thoughts?
Thank you,
Joe
--
Joseph M. Delich, P.E. PTOE
Delich Associates
Traffic & Transportation Engineering
970-669-2061
joseph@delichassoc.com
www.delichassoc.com
APPENDIX B
SITE PLAN Figure 4
The Landings at Lemay TIS, July 2023
Page 10
H YD
TESTSTAH2O
H YD
TESTSTA
A RV
H2O
H YD
S
W
RAIN GARDEN A
BOTTOM AREA REQ (SF): 1,243
TOTAL VOLUME REQ (CF): 1,653
RAIN GARDEN B
BOTTOM AREA REQ (SF): 1,038
TOTAL VOLUME REQ (CF): 1,361
RAIN GARDEN M
BOTTOM AREA REQ (SF): 1,755
TOTAL VOLUME REQ (CF): 2,334
RAIN GARDEN D
BOTTOM AREA REQ (SF): 908
TOTAL VOLUME REQ (CF): 1,183
RAIN GARDEN C
BOTTOM AREA REQ (SF): 1,606
TOTAL VOLUME REQ (CF): 2,209
SCALE 1"=200'
DELICH
ASSOCIATES
APPENDIX C
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TEST
STAH2O
VAULT
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TEST
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BUILDING 15
(TYPE C)
36 DU
BUILDING 13
(TYPE A)
36 DU
BUILDING 1
(TYPE B)
36 DU
BUILDING 17
(TYPE A)
36 DU
BUILDING 18
(TYPE B)
36 DU
BUILDING 6
(TYPE C)
36 DU
BUILDING 8
(TYPE B)
36 DU
BUILDING 14
(TYPE D)
24 DU
BUILDING 12
(TYPE C)
36 DU
DU
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(2-
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LEASING
OFFICE
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(
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DOG PARK
(+/- 6,200 SF)
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(4-
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AMENITY AREA
(+/- 25,600 SF)
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BUILDING 3
(CARRIAGE)
ABOVE 5 BAY GARAGE
BUILDING 4
(CARRIAGE)
ABOVE 5 BAY GARAGE
BUILDING 5
(CARRIAGE)
ABOVE 5 BAY GARAGE
BUILDING 7
(CARRIAGE)
ABOVE 5 BAY GARAGE
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BUILDING 2
(CARRIAGE)
ABOVE 5 BAY GARAGE
BUILDING 9
(CARRIAGE)
ABOVE 5 BAY GARAGE
BUILDING 10
(CARRIAGE)
ABOVE 5 BAY GARAGE
BUILDING 11
(CARRIAGE)
ABOVE 5 BAY GARAGE
COURTYARD
CLUBHOUSE
FOOD TRUCK
AMENITY AREA
FITNESS
BUILDING
GARAGE 1
(10 BAY)
GARAGE 2
(10 BAY)
ANSI GARAGE 5
(14 STANDARD BAY,
2 ADA BAY)
GARAGE 6
(5 BAY)
DETENTION
ANSI GARAGE 7
(14 STANDARD BAY,
2 ADA BAY)
DETENTION
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BUILDING 16
(TYPE D)
24 DU
GARAGE 4
(MAINTENANCE
BUILDING)
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FS FS
IRR
#
TTT
= EXISTING SANITARY SEWER
= EXISTING GAS LINE
= EXISTING ELECTRIC LINE
= EXISTING WATER LINE
= EXISTING FIBER OPTIC LINE
= EXISTING FENCE
= PROJECT BOUNDARY
= LOT LINE
= STORMWATER UTILITY
= WATER UTILITY
= GAS UTILITY
= SANITARY SEWER UTILITY
= ELECTRIC UTILITY
= UNDER DRAIN
= SETBACK
= RIGHT OF WAY/PROPERTY LINE
= FIRE SERVICE LINE
= PROPOSED GRADING
= MATCH LINE
= TRANSFORMER, TYP.
= EXISTING STORMWATER UTILITY
= EXISTING IRRIGATION LINE
= ORNAMENTAL FENCE
= AC CONDENSER SCREEN FENCE
= PARKING STALL COUNT
= BIKE PARKING PAD
(5 BIKE STALLS)
= ADA PARKING
= CONCRETE WALK
= WATER METER
= SITE LIGHTING FIXTURES
= EASEMENT
= 5' X 12' TREE LEAVE OUT
- PLANTING AREA
= ROOF LINE
= BENCH
= ASPHALT DRIVE
= ASPHALT PARKING
PA
= AC CONDENSER
= CONCRETE PAVER ON SLAB:
SEE DETAIL 7, SHEET L5.5
= MAJOR WALKWAY SPINE
STANDARD GRAY CONCRETE.
NOTED FOR CITY PLANNING
APPROVAL PURPOSES.
= CONCRETE CROSSWALK
= CITY STREET LIGHT TO
BE PROVIDED AND
INSTALLED BY THE CITY
OF FORT COLLINS.
DRAWING NUMBER:
ISSUED
PROJECT No.:
DRAWN BY:
REVIEWED BY:
SEAL:
PREPARED BY:
No.DESCRIPTION DATE
REVISIONS
No.DESCRIPTION DATE
Pl
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ORIGINAL SIZE 24X36
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RIPLEY DESIGN INC.
Russ Lee
419 Canyon Ave. Suite 200
Fort Collins, CO 80521
p. 970.224.5828
THOMPSON THRIFT
Monica Unger
111 Monument Circle #1600
Indianapolis, IN 46204
p: 317.853.5459
PLANNER/ LANDSCAPE ARCHITECT
OWNER/ APPLICANT
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com
ARCHITECT
STUDIO M
Nick Alexander
2 West Main Street
Carmel, IN 46032
p. 317.810-1502
ENGINEER
AVANT CIVIL GROUP
Danny Weber, PE
1337 Riverside Ave, Unit 2
Fort Collins, CO
p: 970.305.3534
OVERALL SITE PLAN
ADDENDUM C
THE LANDING AT
LEMAY
02/08/2024ADDENDUM CC
12/15/2023ADDENDUM BB
11/17/2023ADDENDUM AA
FORT COLLINS, CO
RL
AG/KS
R21-039
L2.0
NORTH
0 30 60 120
SCALE: 1"=60'-0"
SHEET L2.1
SHEET L2.2 SHEET L2.3
SHEET L2.5 SHEET L2.6 SHEET L2.7
SHEET L2.9SHEET L2.8
LEGEND
SHEET L2.4
APPENDIX D
SHORT RANGE (2028) BACKGROUND
PEAK HOUR TRAFFIC Figure 6
DELICH
ASSOCIATES
The Landings at Lemay TIS, July 2023
Page 13
AM/PM
Lincoln Avenue
Lemay Avenue
Buffalo Run
Buckingham
Street
Cordova Road
Duff Drive
78/187
362/745
8/14
10/8
594/458
45/18
2/415/10130/157
11/394/16
6/11
13/38
12/2
35/20
2/11
2/11
0/0
12/234/2531/23
0/0
7/29
12/39
2/11
Link Lane
Plumwood L
ane
24/4
18/14
1/1
3/7
44/152
2/2
22/35
73/139230/233
7/18
19/32175/3941/2
2/0
Nominal
10/10
2/11
12/267/40
1/2
19/663/12
Aero Lane
67/40
67/40
55/38
19/66
19/6617/55
1/5
12/2
61/137
42/141
SITE GENERATED
PEAK HOUR TRAFFIC Figure 8
DELICH
ASSOCIATES
The Landings at Lemay TIS, July 2023
Page 15
AM/PM
Lincoln Avenue
Lemay Avenue
Buffalo Run
Buckingham
Street
Cordova Road
Duff Drive
12/42
3/10
2/6
10/6
5/3
39/25 Site Access
8/26
3/10
10/6
1/1
4/224/15
0/1
1/4
54/34
28/17
17/58 9/30
1/5
4/3
11/7
3/11
Link Lane
Plumwood Lane
24/15
10/6
8/26 3/10
32/20
10/35
28/18
9/31
8/27
24/16
4/2
1/4
12/8
4/12
SHORT RANGE (2028) TOTAL
PEAK HOUR TRAFFIC Figure 9
DELICH
ASSOCIATES
The Landings at Lemay TIS, July 2023
Page 16
AM/PM
Lincoln Avenue
Lemay Avenue
Buffalo Run
Buckingham
Street
Cordova Road
Duff Drive
78/187
362/745
20/56
10/8
594/458
48/28
2/417/16130/157
21/459/19
45/36 Site Access
21/64
15/12
35/20
2/11
12/17
1/1
12/238/2755/38
0/1
8/33
12/39
2/0
Nominal
10/10
54/34
Nominal
28/17
17/5867/40
1/2
9/30
19/663/12
1/5
4/22
4/3
11/7
1/2
24/4
Link Lane
Plumwood Lane
18/14
1/1
3/7
68/167
2/2
32/41
81/165230/233
7/18
22/42175/3941/2
24/10
6/23
22/69
59/41
10/3517/55
29/6055/38
56/45
32/20
69/164
66/157
26/37
20/36