HomeMy WebLinkAboutPROSPECT AND COLLEGE HOTEL - PDP190014 - SUBMITTAL DOCUMENTS - ROUND 2 - SUPPORTING DOCUMENTATIONPreliminary Water Report
for
Prospect and College Hotel
Fort Collins, CO
Prepared For
Saunders Commercial Development Company
1705 17th Street, Suite 350
Denver, CO, 80202
2/26/2020
Project No. 18111
February 26, 2020
Project No. 18111
PRELIMINARY WATER REPORT
FOR
PROSPECT AND COLLEGE HOTEL
A PORTION OF LOT 2 OF FOX SHOPPING CENTER SUBDIVISION
FORT COLLINS, COLORADO
OVERVIEW NARRATIVE
The proposed College and Prospect Hotel is located on a Portion of Lot 2 of Fox Shopping Center
Subdivision. The site has a net area of approximately 2.0083 acres and is located within the city limits
of Fort Collins.
The proposed project will consist of a new 6-story hotel building with approximately 83,356 square-
feet of gross floor area and supporting utilities consisting of storm sewer, sanitary sewer and waterline
improvements. Surface improvements include a new paved parking lot, landscaped areas and concrete
sidewalk surrounding the buildings. Part of the City of Fort Collins required improvements will include
the extension of utility services from existing sewer, water, and storm drain that are not located within
the boundary of Lot 2.
The purpose of this report is to verify that the existing off-site 6-inch cast iron water main adjacent
to- and west of the subject property is sufficiently sized to deliver adequate fire flow to the proposed
building on Lot 2.
1. Existing and Proposed Water System
The existing water line to be analyzed is a 6-inch cast iron main installed in 1969. This main
connects to a newly installed 8-Inch PVC main in the adjacent property to the south and
connects to an 8-inch main across West Prospect Road to the north. There is an existing fire
hydrant at the northwest corner of Lot 2 (referred to in this report as “North FH”) and an
existing fire hydrant approximately 250 feet to the south of Lot 2 (referred to in this report
as “South FH”).
P:18111_College and Prospect Hotel_Prelim Wat Rpt_2-26-20 2 2/26/20
Fire flow tests were performed by the City for the existing north and south hydrants with the
results as follows:
North FH:
Static pressure: 85 PSI
Residual pressure: 80 PSI
South FH:
Static pressure: 90 PSI
Residual pressure: 75 PSI
Flow Hydrant:
Flowed Nozzle Size: 4.5 IN
Flowed at: 38 PSI
Flow: 2041 GPM
Proposed services to serve the building from the existing 6-inch water main includes a 3-inch
domestic service and a 6-inch fire supply line. A new fire hydrant is also proposed off the
northwest corner of the proposed building.
2. Criteria and Assumptions
The criteria used for the required fire flow was the Table B105.1 of the 2015 IFC. Based on
the construction type of IIA, gross floor area to be sprinkled of 83,320 square feet and an
occupancy group of R-1, the required fire flow was determined to be 4,250 gpm. Because the
building will be sprinkled, a reduction of 75% was used to bring the revised fire flow to
1,063 gpm. 1,500 gpm at 20 psi residual pressure was used, however, since this is the
minimum required.
A maximum domestic peak demand for the building was assumed at 160 gpm, based on the
plumbing fixture calculation and resulting peak water flow provided by G2 Consulting
Engineers, Inc. Refer to calculations in the Appendix A
Based on assumptions provided by the fire suppression designer at Total Fire Protection, a
6-inch fire supply line and a maximum demand for the sprinkler system of 750 gpm was
assumed (fire pump assumed not to be required). Refer to Appendix A for email
correspondence with the fire suppression designer.
P:18111_College and Prospect Hotel_Prelim Wat Rpt_2-26-20 3 2/26/20
3. Modeling and Results
The following is a summary of the scenarios employed:
Scenario #1: Static Condition
The static scenario was modeled first, which established
available water pressures for the site with no demands
placed on the system. This model demonstrates that all
pressure requirements are maintained.
Scenario #2: Fire Flow and Peak Demand
The second scenario was run with the peak hour demand
of the proposed hotel and fire flow. 1,500 GPM was
used at the proposed hydrant. An assumed value of 160
GPM for the peak demand of the hotel, and a value of
750 GPM was assumed for the fire sprinklers within the
building.
The modeling information is presented in the Appendix B.
Based on the analyzed scenarios given the outlined assumptions, the existing 6-inch cast iron
water main, from which the proposed domestic service, fire supply line and fire hydrant will be
served, is adequately sized to deliver the required peak demand and fire flows for the proposed
building on Lot 2.
If you have any questions or need additional information please contact me at 970/488-0169 or
email me at csonnier@sandersonstewart.com. Thank you.
SANDERSON STEWART
Charles Sonnier, PE
Senior Engineer/Project Manager
APPENDIX A
Prospect and College Hotel – Fort Collins, CO
18111
Project: Date: Calculation By:
PIPE SIZE FU
TOTAL
CW FU
PIPE SIZE FU
TOTAL
HW FU
FU TOTAL FU
Bathroom Group Private Tank 150 3/4" 2.7 405 3/4" 1.5 225 3.6 540 2" 5 750
Bathroom Group Public Valve 1" 6 0 3/4" 3 0 8 0 2" 6 0
Bathtub Private - 1/2" 1 0 1/2" 1 0 1.4 0 1-1/2" 2 0
Bathtub Public - 1/2" 3 0 1/2" 3 0 4 0 1-1/2" 2 0
Bidet Private - 1/2" 1.5 0 1/2" 1.5 0 2 0 1-1/4" 1 0
Combination Fixture Private - 3/4" 2.25 0 3/4" 2.25 0 3 0 1-1/2" 2 0
Dishwashing Machine Private - - - - 1/2" 1.4 0 1.4 0 1-1/2" 2 0
Drinking Fountain Public - 1 1/2" 0.25 0.25 - - 0.25 0.25 1-1/4" 0.5 0.5
Kitchen Sink Private - 1/2" 1 0 1/2" 1 0 1.4 0 1-1/2" 2 0
Kitchen Sink Public - 1 3/4" 3 3 3/4" 3 3 4 4 2" 3 3
Lavatory Private - 1/2" 0.5 0 1/2" 0.5 0 0.7 0 1-1/4" 1 0
Lavatory Public - 6 1/2" 1.5 9 1/2" 1.5 9 2 12 1-1/2" 1 6
Service Sink Public - 2 3/4" 2.25 4.5 3/4" 2.25 4.5 3 6 2" 3 6
Shower Head Public - 3/4" 3 0 3/4" 3 0 4 0 1-1/2" 2 0
Shower Head Private - 1/2" 1 0 1/2" 1 0 1.4 0 1-1/2" 2 0
Urinal - 1" Flushvalve Public Valve 1" 10 0 - - - 10 0 2" 4 0
Urinal - 3/4" Flushvalve Public Valve 3/4" 5 0 - - - 5 0 2" 2 0
Washing Machine (8lb) Private - 1/2" 1 0 1/2" 1 0 1.4 0 2" 2 0
Washing Machine (8lb) Public - 3/4" 2.25 0 1/2" 2.25 0 3 0 2" 3 0
Washing Machine (15lb) Public - 4 3/4" 3 12 3/4" 3 12 4 16 2" 3 12
Water Closet - Tank Private Tank 1/2" 2.2 0 - - - 2.2 0 3" 3 0
Water Closet - Valve Public Valve 8 1" 10 80 - - - 10 80 3" 4 32
Water Closet - Tank Public Tank 1/2" 5 0 - - - 5 0 3" 4 0
Hose Bib Public - 4 3/4" 2.25 9 - - - 2.25 9 - - -
Emergency Floor Drain Public - - - - - - - - - 2" 0 0
2" Floor Drain Public - - - - - - - - - 2" 3 0
3" Floor Drain Public - - - - - - - - - 3" 5 0
2" Floor Sink Public - - - - - - - - - 2" 3 0
3" Floor Sink Public - - - - - - - - - 3" 5 0
4" Floor Sink Public - - - - - - - - - 4" 6 0
Kitchen Equipment
Hand Sink 2 1/2" 1 2 1/2" 1 2 1.5 3 1-1/2" 2
Dish Machine Kitchen 1 - - - 3/4" 2 2 2 2 2" 3
2 Compartment Sink Kitchen 1 1/2" 1 1/2" 1 1 1.5 1.5 1-1/2" 2
3 Compartment Sink Kitchen 1 3/4" 2 3/4" 2 2 2.5 2.5 1-1/2" 2
Booster Heater Kitchen - - - 3/4" 2.5 0 2.5 0 2" 3
Blender Station Kitchen 1/2" 1 1/2" 1 0 1.5 0 1-1/2" 2
Ice Machine Kitchen 5 1/2" 1 - - - 1 5 1" 0.5
Food Warmer with Autofill Kitchen - - - 1/2" 1 0 1 0 2" 3
Combi Oven Kitchen 3/4" 2 - - - 2 0 2" 3
Steamer Kitchen 3/4" 2 - - - 2 0 2" 3
Disposal w/ Spray Rinse Kitchen 3/4" 2 3/4" 2 0 2.5 0 2" 3
1/2" CW Kitchen 1/2" 1 - - - 1 0 1" 0.5
1/2" HW Kitchen - - - 1/2" 1 0 1 0 1" 0.5
3/4" CW Kitchen 3/4" 2 - - - 2 0 2" 3
3/4" HW Kitchen - - - 3/4" 2 0 2 0 2" 3
1/2" CW, 1/2" HW Kitchen 1/2" 1 1/2" 1 0 1.5 0 2" 3
3/4" CW, 3/4" HW Kitchen 3/4" 2 3/4" 2 0 2.5 0 2" 3
TOTAL CW FU 524.75 TOTAL HW FU 260.5 TOTAL 681.25 TOTAL WASTE DFU 809.5
160 GPM
Water Meter / Tap Size Review
Assumed Pressure Range: 50-60 PSI
1
Charles Sonnier
From: Stewart Garrett <SGarrett@totalfire.biz>
Sent: Wednesday, January 29, 2020 10:40 AM
To: Charles Sonnier
Cc: Gabe Dunbar; Scott Mikulak; John Tufte
Subject: RE: FoCo Midtown Hotel
Charles,
I would use 750 gpm as your max flow rate. This should be worst case scenario.
Thanks
Stewart Garrett
Total Fire Protection
(970)613.1370 Office
(720)245.7797 Cell
E-mail: sgarrett@totalfire.biz
From: Charles Sonnier <Csonnier@sandersonstewart.com>
Sent: Wednesday, January 29, 2020 9:47 AM
To: Stewart Garrett <SGarrett@totalfire.biz>
Cc: Gabe Dunbar <g.dunbar@saundersheath.com>; Scott Mikulak <s.mikulak@saundersheath.com>; John Tufte
<Jtufte@sandersonstewart.com>
Subject: FW: FoCo Midtown Hotel
Hi Stewart,
We are the civils on this project and are currently modeling the existing water main to see if it will need to be upsized to
accommodate the fire/domestic demand for the hotel. Do you have a max flowrate (gpm) we can use for the fire supply
line in our model?
Thanks,
Charles Sonnier PE, CFM
Senior Engineer
SANDERSONSTEWART
t: 970-893-2863
m: 970-488-0169
From: Gabe Dunbar <g.dunbar@saundersheath.com>
Sent: Wednesday, January 29, 2020 9:14 AM
2
To: Charles Sonnier <Csonnier@sandersonstewart.com>; John Tufte <Jtufte@sandersonstewart.com>
Cc: Scott Mikulak <s.mikulak@saundersheath.com>
Subject: FW: FoCo Midtown Hotel
John/Charles,
See below from Total Fire regarding the fire line size.
Gabriel Dunbar
Project Manager/Estimator
1212 Riverside Avenue, Suite 130, Fort Collins, CO 80524
d (970) 490-8040 o (970) 221-4195 m (303) 905-3901
G.dunbar@saundersheath.com
www.saundersheath.com
CONFIDENTIALITY NOTICE: This email transmission, and any documents, files or previous email messages attached to it, may contain confidential information, some
or all of which may be legally privileged. If you are not the intended recipient or a person responsible for delivering it to the intended recipient, please be advised that
any disclosure, copying, distribution or use of any of the information contained in or attached to this email transmission is prohibited. If you have received this email
transmission in error, please immediately notify us by reply email or via telephone, and destroy the original email transmission and its attachments.
From: Stewart Garrett <SGarrett@totalfire.biz>
Sent: Thursday, January 23, 2020 10:47 AM
To: Scott Mikulak <s.mikulak@saundersheath.com>
Cc: Gabe Dunbar <g.dunbar@saundersheath.com>
Subject: RE: FoCo Midtown Hotel
This message originated outside your organization.
Scott/Gabe,
Based on the flow test data provided a 6” fire service line to this building will be sufficient. This size assumes that a fire
pump is not required, based on code and conversations with PFA I do not believe this building will need a pump. Below
is the info I received from PFA, there is an outside chance that could change during drawing review, but it sounds
unlikely. Let me know if you need anything else.
Thanks
Info from Poudre Fire Authority:
“In buildings not classified as a high-rise building, manual wet standpipes are acceptable in accordance with NFPA 14
Section 5.4.1.1. Please keep in mind, if this project is being constructed under an alternative method that requires high-
rise provisions be implemented (as is often done to address a lack of aerial access and addressed in development plan
review), then NFPA 14 Section 5.4.1.2 and 5.4.1.2.1 will apply and all standpipes in the building are required to be
automatic.
If this building is not classified as a high-rise (by base building code definition or alternative methods), a manual
standpipe is not required to have an automatic water supply capable of supplying 100 psi at the top. In accordance with
NFPA 14 Section 7.8.1.2, manual standpipe systems are required to be designed to provide 100 psi at the topmost
3
outlet, but designed so fire apparatus can supply the needed pressure and flow. PFA apparatus is rated to supply 1,500
gpm at 150 psi at the FDC connection.”
Stewart Garrett
Total Fire Protection
(970)613.1370 Office
(720)245.7797 Cell
E-mail: sgarrett@totalfire.biz
From: Scott Mikulak <s.mikulak@saundersheath.com>
Sent: Friday, January 17, 2020 4:39 PM
To: Stewart Garrett <SGarrett@totalfire.biz>
Cc: Gabe Dunbar <g.dunbar@saundersheath.com>
Subject: FW: FoCo Midtown Hotel
Does this help the pump discussion?
Thanks,
Scott Mikulak
Director of Preconstruction
1212 Riverside Avenue, Suite 130, Fort Collins, CO 80524
d (970) 490-8032 o (970) 221-4195 m (303) 710-1903
s.mikulak@saundersheath.com
www.saundersheath.com
CONFIDENTIALITY NOTICE: This email transmission, and any documents, files or previous email messages attached to it, may contain confidential information, some
or all of which may be legally privileged. If you are not the intended recipient or a person responsible for delivering it to the intended recipient, please be advised that
any disclosure, copying, distribution or use of any of the information contained in or attached to this email transmission is prohibited. If you have received this email
transmission in error, please immediately notify us by reply email or via telephone, and destroy the original email transmission and its attachments.
From: Charles Sonnier <Csonnier@sandersonstewart.com>
Sent: Friday, January 17, 2020 9:15 AM
To: Kalib Ainsworth <kainsworth@g2ce.com>; dmanring@g3ce.com
Cc: Scott Mikulak <s.mikulak@saundersheath.com>; Matt Rausch <mrausch@aircomfortcolorado.com>; Aaron Pollick
<a.pollick@saundersinc.com>; Travis Slisher <tslisher@neuworksmechanical.com>; Gabe Dunbar
<g.dunbar@saundersheath.com>; John Tufte <Jtufte@sandersonstewart.com>
Subject: RE: FoCo Midtown Hotel
This message originated outside your organization.
APPENDIX B
Prospect and College Hotel – Fort Collins, CO
18111
SCENARIO #1 - STATIC ANALYSIS
Midtown Fort Collins Hotel – Fort Collins, CO
18111
Preliminary Water Report Analysis
Static
Junction Table - Time: 0.00 hours
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand
Collection
Elevation Zone
(ft)
ID Label
<Collection: 0 0 5,209.90 91
32 J1 5,000.00 <None> items>
<Collection: 0 0 5,209.90 91
34 J5 5,000.00 <None> items>
<Collection: 0 0 5,209.90 91
36 J6 5,000.00 <None> items>
<Collection: 0 0 5,209.90 91
38 J7 5,000.00 <None> items>
<Collection: 0 0 5,209.90 91
40 J8 5,000.00 <None> items>
<Collection: 0 0 5,209.90 91
42 J9 5,000.00 <None> items>
<Collection: 0 0 5,209.90 91
59 J4 5,000.00 <None> items>
<Collection: 0 0 5,209.90 91
62 J2 5,000.00 <None> items>
<Collection: 1 0 5,209.90 91
65 J10 5,000.00 <None> item>
<Collection: 1 0 5,209.90 91
66 J12 5,000.00 <None> item>
<Collection: 0 0 5,209.90 91
70 J3 5,000.00 <None> items>
<Collection: 1 0 5,209.90 91
73 J11 5,000.00 <None> item>
27 Siemon Company Drive Suite 200 W Watertown, CT Page 1 of 8
06795 USA +1-203-755-1666
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WaterCAD CONNECT Edition Update 1
WATER MODEL.wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.01.04]
Preliminary Water Report Analysis
Reservoir Table - Time: 0.00 hours
Hydraulic
Grade
(ft)
Flow (Out net)
(gpm)
Elevation Zone
(ft)
ID Label
SOUTH 5,002.00 <None> 0 5,002.00
46 RESERVOIR
NORTH 5,003.00 <None> 0 5,003.00
47 RESERVOIR
27 Siemon Company Drive Suite 200 W Watertown, CT Page 2 of 8
06795 USA +1-203-755-1666
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WATER MODEL.wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.01.04]
Preliminary Water Report Analysis
Pump Table - Time: 0.00 hours
Pump Head
(ft)
Flow (Total)
(gpm)
Hydraulic
Grade
(Discharge)
(ft)
Hydraulic
Grade
(Suction)
(ft)
Pump Status (Initial)
Definition
Elevation
(ft)
ID Label
NORTH 5,000.00 North Pump On 5,003.00 5,209.90 0 0.00
31 HYDRANT
SOUTH 5,002.00 South Pump On 5,002.00 5,209.90 0 207.90
84 HYDRANT
27 Siemon Company Drive Suite 200 W Watertown, CT Page 3 of 8
06795 USA +1-203-755-1666
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WaterCAD CONNECT Edition Update 1
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Preliminary Water Report Analysis
Pipe Table - Time: 0.00 hours
Has Check
Valve?
Hazen-Williams
C
Diameter Material
(in)
Length Start Node Stop Node
(Scaled)
(ft)
ID Label
NORTH J1 24.0 Cast Iron 130.0 False
33 P2 10 HYDRANT
37 P7 77 J5 J6 8.0 Cast Iron 130.0 False
39 P8 123 J6 J7 8.0 Cast Iron 130.0 False
41 P9 28 J8 J7 8.0 Cast Iron 130.0 False
43 P10 11 J9 J8 8.0 Cast Iron 130.0 False
NORTH 24.0 Cast Iron 130.0 False
HYDRANT
NORTH
48 P1 10 RESERVOIR
63 P3 137 J1 J2 6.0 Cast Iron 130.0 False
67 P15 160 J4 J12 6.0 PVC 150.0 False
68 P13 111 J2 J10 6.0 PVC 150.0 False
69 P6 266 J4 J5 6.0 Cast Iron 130.0 False
71 P4 65 J2 J3 6.0 Cast Iron 130.0 False
72 P5 8 J3 J4 6.0 Cast Iron 130.0 False
74 P14 160 J3 J11 3.0 PVC 150.0 False
SOUTH 24.0 Cast Iron 130.0 False
HYDRANT
SOUTH
85 P12 11 RESERVOIR
SOUTH J9 24.0 Cast Iron 130.0 False
86 P11 97 HYDRANT
Length (User
Defined)
(ft)
Has User
Defined
Length?
Headloss
Gradient
(ft/ft)
Velocity
(ft/s)
Flow
(gpm)
Minor Loss
Coefficient
(Local)
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
SCENARIO #2 – PEAK DEMAND +
FIRE FLOW
Midtown Fort Collins Hotel – Fort Collins, CO
18111
Preliminary Water Report Analysis
Peak Demand + Fireflow
Junction Table - Time: 0.00 hours
Pressure
(psi)
Hydraulic
Grade
(ft)
Demand
(gpm)
Demand
Collection
Elevation Zone
(ft)
ID Label
<Collection: 0 0 5,193.70 84
32 J1 5,000.00 <None> items>
<Collection: 0 0 5,195.68 85
34 J5 5,000.00 <None> items>
<Collection: 0 0 5,197.16 85
36 J6 5,000.00 <None> items>
<Collection: 0 0 5,199.50 86
38 J7 5,000.00 <None> items>
<Collection: 0 0 5,200.04 87
40 J8 5,000.00 <None> items>
<Collection: 0 0 5,200.25 87
42 J9 5,000.00 <None> items>
<Collection: 0 0 5,175.15 76
59 J4 5,000.00 <None> items>
<Collection: 0 0 5,175.01 76
62 J2 5,000.00 <None> items>
<Collection: 1 1,500 5,161.66 70
65 J10 5,000.00 <None> item>
<Collection: 1 750 5,169.79 73
66 J12 5,000.00 <None> item>
<Collection: 0 0 5,175.09 76
70 J3 5,000.00 <None> items>
<Collection: 1 160 5,166.15 72
73 J11 5,000.00 <None> item>
27 Siemon Company Drive Suite 200 W Watertown, CT Page 5 of 8
06795 USA +1-203-755-1666
2/24/2020
WaterCAD CONNECT Edition Update 1
WATER MODEL.wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.01.04]
Preliminary Water Report Analysis
Peak Demand + Fireflow
Reservoir Table - Time: 0.00 hours
Hydraulic
Grade
(ft)
Flow (Out net)
(gpm)
Elevation Zone
(ft)
ID Label
SOUTH 5,002.00 <None> 1,023 5,002.00
46 RESERVOIR
NORTH 5,003.00 <None> 1,387 5,003.00
47 RESERVOIR
27 Siemon Company Drive Suite 200 W Watertown, CT Page 6 of 8
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2/24/2020
WaterCAD CONNECT Edition Update 1
WATER MODEL.wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.01.04]
Preliminary Water Report Analysis
Peak Demand + Fireflow
Pump Table - Time: 0.00 hours
Pump Head
(ft)
Flow (Total)
(gpm)
Hydraulic
Grade
(Discharge)
(ft)
Hydraulic
Grade
(Suction)
(ft)
Pump Status (Initial)
Definition
Elevation
(ft)
ID Label
NORTH 5,000.00 North Pump On 5,003.00 5,193.70 1,387 190.70
31 HYDRANT
SOUTH 5,002.00 South Pump On 5,002.00 5,200.26 1,023 198.26
84 HYDRANT
27 Siemon Company Drive Suite 200 W Watertown, CT Page 7 of 8
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WaterCAD CONNECT Edition Update 1
WATER MODEL.wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.01.04]
Preliminary Water Report Analysis
Peak Demand + Fireflow
Pipe Table - Time: 0.00 hours
Has Check
Valve?
Hazen-Williams
C
Diameter Material
(in)
Length Start Node Stop Node
(Scaled)
(ft)
ID Label
NORTH J1 24.0 Cast Iron 130.0 False
33 P2 10 HYDRANT
37 P7 77 J5 J6 8.0 Cast Iron 130.0 False
39 P8 123 J6 J7 8.0 Cast Iron 130.0 False
41 P9 28 J8 J7 8.0 Cast Iron 130.0 False
43 P10 11 J9 J8 8.0 Cast Iron 130.0 False
NORTH 24.0 Cast Iron 130.0 False
HYDRANT
NORTH
48 P1 10 RESERVOIR
63 P3 137 J1 J2 6.0 Cast Iron 130.0 False
67 P15 160 J4 J12 6.0 PVC 150.0 False
68 P13 111 J2 J10 6.0 PVC 150.0 False
69 P6 266 J4 J5 6.0 Cast Iron 130.0 False
71 P4 65 J2 J3 6.0 Cast Iron 130.0 False
72 P5 8 J3 J4 6.0 Cast Iron 130.0 False
74 P14 160 J3 J11 3.0 PVC 150.0 False
SOUTH 24.0 Cast Iron 130.0 False
HYDRANT
SOUTH
85 P12 11 RESERVOIR
SOUTH J9 24.0 Cast Iron 130.0 False
86 P11 97 HYDRANT
Length (User
Defined)
(ft)
Has User
Defined
Length?
Headloss
Gradient
(ft/ft)
Velocity
(ft/s)
Flow
(gpm)
Minor Loss
Coefficient
(Local)
0.000 1,387 0.98 0.000 False 0
0.000 -1,023 6.53 0.019 False 0
0.000 -1,023 6.53 0.019 False 0
0.000 1,023 6.53 0.019 False 0
0.000 1,023 6.53 0.019 False 0
0.000 1,387 0.98 0.000 False 0
0.000 1,387 15.74 0.136 False 0
0.000 750 8.51 0.033 False 0
0.000 1,500 17.02 0.121 False 0
0.000 -1,023 11.60 0.077 False 0
0.000 -113 1.28 0.001 False 0
0.000 -273 3.09 0.007 False 0
0.000 160 7.26 0.056 False 0
0.000 1,023 0.73 0.000 False 0
0.000 1,023 0.73 0.000 False 0
27 Siemon Company Drive Suite 200 W Watertown, CT Page 8 of 8
06795 USA +1-203-755-1666
2/24/2020
WaterCAD CONNECT Edition Update 1
WATER MODEL.wtg Bentley Systems, Inc. Haestad Methods Solution Center [10.01.01.04]
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
0.000 0 0.00 0.000 False 0
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Assumed Max Developed Length: 100 ft
Assumed Flush Valves for public fixtures
Meter and Service Pipe: 2" Distribution Pipe: 2-1/2" Max Water Supply Fixture Units Allowable (IPC): 533
Meter and Service Pipe: 3" Distribution Pipe: N/A Max Flow Rate Allowable (meter limits): 220-360
Actual WSFU = 682 Peak Water Flow = 160 GPM
Water Meter and Service Size Required= 3"
AC Marriott 1/15/2020 KMA
SANITARY
TOTAL
DFU
WASTE
DFU
DRAIN
SIZE
FIXTURE INFORMATION
FIXTURE OCCUP. TYPE QTY.
COLD WATER HOT WATER COMBINED TOTAL
DOMESTIC WATER