HomeMy WebLinkAboutDocument Markups - Utility Plan - 08/21/2020RxPICKUP21
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UTILITY PLANS FOR
LOTS 1, 2, AND 4, OF K-MART PLAZA, AND ALL OF LOT 2 OF THE EXTENSION OF K-MART PLAZA,
SITUATED IN THE SE 1/4 OF SECTION 23, T. 7 N., R. 69 W., OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
JULY 2020
MIDTOWN GARDENS MARKETPLACE
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Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
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Drawn By:
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Checked By:
KSS000146
OF 13
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JULY 28, 2020
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COVER SHEET
City of Ft Collins for W/WW/SW
Water - Matt Simpson 970-416-2754
Wastewater - Matt Simpson 970-416-2754
Stormwater - Matt Simpson 970-416-2754
Water Inspection - 970-416-8008
Fort Collins Water Utilities Review
Comments
8/21/2020
Matt Simpson
masimpson@fcgov.com
REVISED PER COMMENT
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Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
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Checked By:
KSS000146
OF 13
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JULY 28, 2020
SCALE: 1"=50'
0 20 5010
RDG
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3
EXISTING
CONDITIONS &
DEMOLITION PLAN
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SANITARY SEWER
REVISED TO BE
ABANDONED AT MAIN PER
COMMENT
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Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
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Drawn By:
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Checked By:
KSS000146
OF 13
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JULY 28, 2020
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GRADING PLAN
SCALE: 1"=50'
0 20 5010
Offsite flows entering
here need to be
calculated
This pipe system will need to be fully
evaluated and likely replaced with this
project. Evaluation needs to include
structural integrity and hydraulic capacity.
Offsite flows entering
here need to be
calculated
A drainage easement will be
required around the water quality
system and the outlet pipe to
storm main
A drainage easement will be
required around the water quality
system and the outlet pipe to
storm main
A drainage easement will be
required around the water quality
system and the outlet pipe to
storm main
The alignment/ location and condition of
this storm pipe needs to be investigated.
Please find and show on the plans the
location of this pipe until it connects to the
College Ave main.
The condition and
capacity of this existing
pipe section will need
to be evaluated
The fuel station will require a spill
containment structure. Please add this
to the plans at the appropriate location.
FYI, the private storm
may be located 10-ft
from building (min.)
13.28 ft
Existing inlet may be
shallow.
PROPOSED STORM ROUTING
HAS BEEN REVISED PER
COORDINATION WITH THE CITY
AND THE TOTAL RUNOFF TO
THIS LOCATION HAS BEEN
REDUCED.
PROPOSED STORM ROUTING
HAS BEEN REVISED PER
COORDINATION WITH THE CITY
AND THE TOTAL RUNOFF TO
THIS LOCATION HAS BEEN
REDUCED.
PROPOSED STORM ROUTING
HAS BEEN REVISED PER
COORDINATION WITH THE CITY
AND THE TOTAL RUNOFF TO
THIS LOCATION HAS BEEN
REDUCED.
PROPOSED STORM
ROUTING HAS BEEN
REVISED PER
COORDINATION WITH CITY
STAFF TO CONNECT TO
EXISTING SYSTEM AT THE
SE CORNER OF THE SITE.
PROPOSED DRAINAGE
EASEMENT SHOWN FOR
UPDATED WATER QUALITY
SYSTEM IN GROCERY
STORE PARKING AREA.
SEE REVISED PLAN.
NOTED.
PROPOSED STORM
ROUTING HAS BEEN
REVISED PER
COORDINATION WITH CITY
STAFF TO CONNECT TO
EXISTING SYSTEM AT THE
SE CORNER OF THE SITE.
PROPOSED DRAINAGE
EASEMENT SHOWN FOR
UPDATED WATER QUALITY
SYSTEM IN GROCERY
STORE PARKING AREA.
SEE REVISED PLAN.
PROPOSED STORM ROUTING
HAS BEEN REVISED PER
COORDINATION WITH THE
CITY AND THE TOTAL RUNOFF
TO THIS LOCATION HAS BEEN
REDUCED.
PROPOSED 150 GALLON
SPILL CONTAINMENT
STRUCTURE SHOWN ON
REVISED PLAN
PROPOSED STORM ROUTING HAS
BEEN REVISED PER
COORDINATION WITH THE CITY
AND THIS SITE OUTFALL WILL BE
REMOVED
PROPOSED STORM
ROUTING HAS BEEN
REVISED PER
COORDINATION WITH CITY
STAFF TO CONNECT TO
EXISTING SYSTEM AT THE
SE CORNER OF THE SITE.
PROPOSED DRAINAGE
EASEMENT SHOWN FOR
UPDATED WATER QUALITY
SYSTEM IN GROCERY
STORE PARKING AREA.
SEE REVISED PLAN.
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EKM
PJD
DRAINAGE PLAN
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SCALE: 1"=50'
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Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
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Date:
Drawn By:
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Checked By:
KSS000146
OF 1
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Turn off the pavement
stripping arrows on this
plan.
Turn off or lighten the
pavement stripping.
could water quality be provided for a portion of
OS-1 basin? consdier if curb inlets in the drive
aisle could intercept more flows/ area for WQ
treatment
Should be easy to provide
WQ treatment for OS-6.
Please add inlets to get
these flows into the
treatment system.
REVISED PER COMMENT.PROPOSED STORM ROUTING HAS BEEN
REVISED PER COORDINATION WITH THE
CITY AND THIS WQ SYSTEM HAS BEEN
REMOVED.
REVISED PER COMMENT.
INLETS HAVE BEEN ADDED AT
THE PCR'S TO INTERCEPT
RUNOFF ROM THE ACCESS
DRIVE.
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Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRE
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Date:
Drawn By:
Project No:
Checked By:
KSS000146
OF 13
UT
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JULY 28, 2020
RDG
PJD
13
UTILITY PLAN
SCALE: 1"=50'
0 20 5010
EM
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This water main may not be
disconnected as proposed.
There needs to be a Utility Coordination
meeting ASAP to discuss provision of
water to this site and the sites to the
north that are fed from this main.
Provide a detailed utility plan on a
smaller scale. The utilities on west side
of site are too dense to be able to
clearly understand what is going on.
11.65 ft
Water service and fire line should be pulled
perpendicular to main if possible.
Service has to be perpendicular to water
main through the water meter.
19.22 ft
Can the gas enter the
building at a different
location, not in the alley?
This water main is a 'dead end main' with a fire service and fire
hydrant on lots to the north.
In the PDR comments Utilities has requested this main to be looped
to a water main further north.
Please set up a Utility Coordination meeting. The provision of water
utilities to this site needs to be discussed ASAP.
50 ft
A 30-ft UT easement, centered on
the main, is required for sewer
mains.
This section of SS main needs to be
removed (preferred) or abandoned
(discuss with Utilities).
4.21 ft
This is very close to the ex tel-comm manhole.
Please confirm tel-comm manhole I.D. or vault
dimensions.
It would be good to confirm if this "UT line" in in
conduit or if it is encased. If encased this will need to
be pothole located (top and bottom) to confirm
vertical separation for the sewer main.
13.85 ft
It appears the Ex water main is not
located in an UT easement. Please
revised the Plat so that this water
main is centered in a 20-ft UT
easement.
The City would like this existing cast iron
main replaced with a new PVC main.
We would like to discuss this possibility
with you.
3" water meter will require a vault.
Please see the City Water details and
add to plans.
WM vault needs to be located near the
tap.
Could be a good spot
for water meter vault
WV is on existing
service. please remove
Can you figure out a way to shorten the
water service with a better route ?
Can SS service be
shorter?
10.0
9
ft
This separation, between
electric and storm inlet, will
need to be discussed with
FC Light and Power. Need
to confirm constructibility.
Are WT and SS
services intended to be
stubbed out for Lot 3?
The City would like this section of
the existing 8-inch water main
removed. See the included PDF
showing water main options for
discussion.
7.15 ft
The City would like this existing cast iron
main replaced with a new PVC main.
We would like to discuss this possibility
with you.
PROPOSED WATER
METER VAULT SHOWN AT
FRONT OF STORE, REFER
TO REVISED PLAN
PER UTILITY COORDINATION MEETING DISCUSSION AND FOLLOW UP COORDINATION
WITH CITY ENGINEER, PROPOSED WATER MAIN CONNECTION SHOWN ALONG NORTH
SIDE OF BUILDING TO LOOP THE SYSTEM FROM BACK OF STORE TO MAIN RUNNING
NORTH-SOUTH IN THE FRONT PARKING AREA. REFER TO REVISED PLAN FOR
PROPOSED ALIGNMENT AND EASEMENT FOR THIS WATER MAIN LOOP.
DETAILED BLOWUP
PROVIDED ON REVISED
UTILITY PLAN TO BETTER
ILLUSTRATE UTILITIES IN
THIS AREA.
STORM ALIGNMENT
REVISED TO SHIFT
PROPOSED STORM
FURTHER EAST AWAY
FROM EXISTING ELECTRIC
LINES.
REVISED PER COMMENT.
NEW VALVE PROPOSED IN
THIS REGION WHERE
WATER MAIN LOOP
CONNECTS TO EXISTING
SYSTEM.
WATER AND FIRE SERVICE
REVISED TO REMAIN
PERPENDICULAR TO MAIN
(POC TO BUILDING
SHIFTED TO FRONT OF
STORE). REFER TO
REVISED PLANS FOR NEW
ALIGNMENT
PROPOSED DOMESTIC
SERVICE ALIGNMENT REVISED
AND 3" WATER METER VAULT
SHOWN WITH UPDATED
ALIGNMENT PER CITY WATER
DETAILS.DUE TO ARCHITECTURAL/
BUILDING CONSTRAINTS,
GAS POC TO BUILDING
MUST REMAIN AT
LOCATION SHOWN
CIVIL RESPONSE
ADDITIONAL 15'
EASEMENT PROVIDED TO
CENTER EXISTING MAIN
WITHIN EXISTING AND
PROPOSED EASEMENT
AREA. REFER TO REVISED
PLAN/PLAT.
CIVIL RESPONSE
CIVIL RESPONSE
REVISED TO SHOW
EXISTING SANITARY TO BE
REMOVED TO MANHOLE.
CIVIL RESPONSE
WE ARE WORKING WITH OUR SURVEYOR
TO OBTAIN THE REQUESTED
INFORMATION ON THIS UT LINE & TEL-
COMM MANHOLE.
CIVIL RESPONSE
NOT AT THIS TIME.
PER UTILITY COORDINATION MEETING DISCUSSION AND
FOLLOW UP COORDINATION WITH CITY ENGINEER,
PROPOSED WATER MAIN CONNECTION SHOWN ALONG
NORTH SIDE OF BUILDING TO LOOP THE SYSTEM FROM
BACK OF STORE TO MAIN RUNNING NORTH-SOUTH IN
THE FRONT PARKING AREA. REFER TO REVISED PLAN
FOR PROPOSED ALIGNMENT AND EASEMENT FOR THIS
WATER MAIN LOOP.
EASEMENT BOUNDARY
REVISED TO BE ALIGNED
CENTERED ON THE
SANITARY MAIN.
PROPOSED WATER SERVICE
ROUTING SHOWN TO AVOID
RUNNING UNDER FUEL
CANOPY/SLAB PER OWNER
REQUIREMENTS.
SANITARY POC TO
KIOSK SHIFTED TO
NORTH SIDE OF
BUILDING TO SHORTEN
SERVICE LENGTH.
UNLESS THIS IS REQUIRED,
THE PREFERENCE IS TO KEEP
THE EXISTING MAIN IN
PLACE.THE APPLICANT IS OPEN
TO HAVING A DISCUSSION
REGARDING REPLACEMENT.
THE EXISTING EASEMENT
IS PROPSOED TO BE
VACATED BY THE PLAT
AND A NEW EASEMENT
DEDICATED IN THE
CORRECT LOCATION.PER THE UT
COORDINATION MEETING
HELD ON 9/22/20, THIS
PORTION CAN BE
REMOVED/ABANDONED.
UNLESS THIS IS REQUIRED,
THE PREFERENCE IS TO KEEP
THE EXISTING MAIN IN
PLACE.THE APPLICANT IS OPEN
TO HAVING A DISCUSSION
REGARDING REPLACEMENT.
CO
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Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRE
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Date:
Drawn By:
Project No:
Checked By:
KSS000146
OF 13
UT
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JULY 28, 2020
SCALE: 1"=50'
0 20 5010
RDG
PJD
3
EXISTING
CONDITIONS &
DEMOLITION PLAN
EM
WM
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This existing underground
electrical feeds the properties to
the north and needs to remain.
An easement may will be required
to ensure the existing line is
entirely encompassed within an
easement
There is an existing vault approximately
in this location that feeds the properties
to the north and needs to remain. An
easement may will be required to
ensure the existing vault is entirely
encompassed within the easement.
ELECTRIC FEED &
ACCOMPANYING VAULT
SHOWN AS EXISTING TO
REMAIN. ADDITIONAL 9'
EASEMENT PROVIDED TO
ENCOMPASS ELECTRIC
LINE TO THE VAULT.
ELECTRIC FEED &
ACCOMPANYING VAULT
SHOWN AS EXISTING TO
REMAIN. ADDITIONAL 9'
EASEMENT PROVIDED TO
ENCOMPASS ELECTRIC
LINE TO THE VAULT.
CO
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Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRE
L
I
M
I
N
A
R
Y
NOT
F
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B
I
D
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G
NOT
F
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T
I
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N
Date:
Drawn By:
Project No:
Checked By:
KSS000146
OF 13
UT
I
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JULY 28, 2020
RDG
PJD
13
UTILITY PLAN
SCALE: 1"=50'
0 20 5010
EM
WV
WM
SS
CO
DYH
IR
ECB
TL
E
EVT
GM
RI
E
Existing Vault
needs to remain
Show detailed view of
this area along the
west.
Transformer cannot
be within an
enclosure due to
maintenance.
Connect to existing
conduit at the location
of the existing
transformer
E E
This will need to be
connected to the
existing vault that is
not shown on the plans
EXISTING ELECTRIC VAULT
MODIFIED TO BE SHOWN
AS EXISTING TO REMAIN
ON THE PLAN. PROPOSED
ELECTRIC SERVICE FOR
FUEL STATION SHOWN TO
CONNECT TO THIS VAULT
WHICH IS PROPOSED TO
BE RELOCATED WITHIN
THE LANDSCAPED ISLAND.
EXISTING ELECTRIC VAULT
MODIFIED TO BE SHOWN
AS EXISTING TO REMAIN
ON THE PLAN. PROPOSED
ELECTRIC SERVICE FOR
FUEL STATION SHOWN TO
CONNECT TO THIS VAULT
WHICH IS PROPOSED TO
BE RELOCATED WITHIN
THE LANDSCAPED ISLAND.
DETAIL VIEW ADDED TO
PLAN TO MORE CLEARLY
ILLUSTRATE UTILITIES IN
THIS AREA.
BUILDING WALL ADJUSTED
TO END BEFORE
TRANSFORMER TO ALLOW
MAINTENANCE ACCESS
PROPOSED ELECTRIC
SERVICE SHOWN TO
CONNECT TO EXISTING
CONDUIT AT THE
LOCATION OF EXISTING
TRANSFORMER PER
COMMENT