HomeMy WebLinkAbout15 - Design Report - Sundance Ph 2 Apartments at Baxter Meadows - Water, Sewer, Paving, Storm Preliminary
DESIGN REPORT
WATER, SEWER, PAVING AND STORM
DRAINAGE
IMPROVEMENTS
SUNDANCE PHASE 2 APARTMENTS AT BAXTER MEADOWS
BOZEMAN, MONTANA
September 3, 2015
Prepared,for:
Baxter Meadows Land Partners
Prepared by:
TD&H Engineering
TD&H- -- 234 E. Babcock, Suite 3
Engineering--,,
Bozeman, MT 59715
Project No. B 13-016
Purpose and Introduction
The purpose of this report is to explain how water, sanitary sewer, paving and storm
drainage facilities will be designed to meet City of Bozeman Design Standards and
provide service to Sundance Phase 2 Apartments in Baxter Meadows subdivision. This
report will provide information on the detailed design of the above mentioned
infrastructure.
Sundance Phase 2 Apartments in Baxter Meadows is part of the original plan for multi-
family housing. The supporting subdivision infrastructure was described in the attached
design report entitled "Sundance Subdivision Preliminary Plat Design Report." That
report is referenced herein as the "subdivision design report."
Sundance Phase 2 Apartments in Baxter Meadows is located on the northwestern side of
Bozeman, Montana. It comprises Lot 2, Sundance Minor Subdivision. The project is
bounded by Kimberwicke Street on the north, Caspian Avenue on the west, Galloway
Street on the south and Davis Lane on the east. The proposed apartment development
consists of 216 residential apartment units and one club house on a single 9.189 acre lot.
The improvements include extending City water and sewer mains and services within the
site, construction of driveways and stormwater management facilities.
Design Report
Water
The proposed water system will tie into existing mains installed during the development
of Baxter Meadows Phase 2B. This is shown in the master utility plan in Appendix B of
the attached subdivision design report. The development's overall water system is looped
into the City of Bozeman water system in several locations and several interior water
loops have been designed within the subdivision and within these apartments.
The following summarizes the estimated demands created by Phase 2 Sundance
Apartments along with other design input:
• 216 Apartment units plus one club house, for 217 total equivalent residential units
• 2.11 people per residential unit
• 170 gallons per day per person average
• 2.3:1 maximum day to average day ratio
Based upon the data above, the maximum day domestic water demand would be 124.3
gpm. The required fire flow isx,000 gpm, according to a code analysis by the architect
during the previous apartment project phase. As shown in the water distribution system
calculations for the previous apartment phase, i�he distribution system in this region of
Baxter Meadows subdivision can provide overJJ3,100 gpm fire flows in addition to the
domestic demands. This is shown in the fire flow report, at no es J-617, J-618 and J-619.
All new water mains will be 8-inch diameter, class 51, duct, iron pipe. Hydrant leads
2
will be 8 inch ductile iron i e p p . Copper domes/cwater services and ductile iron fire
service lines will be extended to each building. he mechanical engineers will calculate
the water service size required for each apartment building, prior to final design of the
water system.
Sewer
During construction of Phase 2B of Baxter Meadows subdivision, sewer mains were
extended to the property and some mains and services were stubbed into the property.
This is shown in the master utility plan in Appendix B of the attached subdivision design
report.
All new sewer mains will be 8-inch diameter SDR 35 PVC. The sewer mains have been
sized for the development based upon the following values from the City of Bozeman
Design Standards and Specification Policy, Revised 3/31/2011:
Residential
• 216 Apartment units plus one club house, for 217 total equivalent residential units
• 2.11 people/unit
• 89 gallons/capita/day
• 150 gallons/acre/day infiltration
Based on the above information, th average flow for the development was calculated at
29.3 gpm. A peak flow rate of 1 1 gpm was calculated using a peaking factor of 4.0 and
assumed infiltration rate of 150 gpd/acre on 9.189 acres.
Although the sewer flows are divided between several different mains throughout the
development, a capacity check on a single 8-inch sewer main using the minimum slope of
0.4%and a Manning's friction factor of 0.013 indicates a 117 gpm flow uses only 40% of
the proposed 8-inch sewer main capacity, which is less than the allowable 75%.
Sewer flows from the Sundance Phase 2 Apartments will discharge to an existing 8-inch
main and then a 15-inch main that conveys the sewage to the Baxter Meadows lift station.
Sewage is then conveyed from the lift station to the 24-inch outfall line located at the
intersection of Cattail Street and Davis Lane.
Individual sewer services will be provided for each unit within the development. The
mechanical engineers will calculate the sewer service size required for each apartment
building, prior to final design of the sewer system.
Pavement Design and Construction
A detailed geotechnical engineering analysis will be performed on the site prior to design
and construction of the on-site paving. The pavement section for the interior driveways
will likely match those of the Phase I apartment project, while the exterior roads will be
3
designed to the specifications outlined in the attached subdivision design report, which
recommends the following:
The proposed streets should be constructed with a total required flexible pavement
thickness and individual layer thickness as follows:
Local Streets w/Native Silty Clay.Subgrade:
3.0 inches of Hot Mix Asphaltic Concrete
6.0 inches of Base Course Gravel (1 % inch Minus Crushed)
18.0 inches of Sub-Base Gravel (Pit Run Gravel) or Native Subgrade Gravel
Scarify & Re-compact 12 inches of Clay Subgrade
*(Note: Separation/Stabilization Geotextile should be used for silty clay subgrade)
27.0 inches Total Pavement Section
Specification Requirements
The following items should be incorporated into the project plans and specifications:
1. Hot Mix Asphaltic Concrete Surface — Montana Public Works Standard
Specifications (MPWSS) Performance Graded (PG) binder having a 58-28 grade in
accordance with AASHTO MP I.
2. Crushed Base Course — Crushed Base Course 1% inch Minus Gravel conforming to
Section 02235 of the Montana Public Works Standard Specifications (MPWSS) - The
material should be compacted to a minimum of 95 percent of AASHTO T-99 Proctor
near optimum moisture content.
3. Sub-Base Course - Sub-Base Course 6 inch Minus Pit Run Gravel. The materials
should be compacted to a minimum of 95 percent of AASHTO T-99 Proctor near
optimum moisture content.
4. Separation/Stabilization Geotextile — Miraft 600X Woven fabric, or equal, should be
used to facilitate compaction of sub-base gravels over saturated, pumping subgrade
soils. The geotextile should be specified between the subgrade soils and the sub-base
course gravel using the manufacturer's recommendations.
The analysis and recommendations submitted in this report are based upon the data
obtained from soil boring logs at the site by SK Geotechnical in 2000 and 2001.
Variations occur between specific sites tested, the nature and extent of which do not
become evident until additional exploration or construction is conducted.
A re-evaluation of the recommendations presented in this report should be made after
performing on-site observations during construction to note the characteristics of any
variations.
4
Stormwater Treatment
Solids, silt, oils, grease and other pollutants will be removed from the stormwater prior to
discharge from the site as required by the City of Bozeman Design Standards.
Catch basins with 9-inch sumps and detention ponds will collect and allow for heavier
solids to settle out before storm water is discharged into the Spring Ditch. The grass
lined detention ponds will also remove much of the grease, oils and silt from the
stormwater. Based on technical research, grass lined swales/ponds trap urban runoff
contal'r ts-a provide a high level of treatment. Grease and oils coming in contact
wit�ss will tick to the grass and biodegrade naturally.
LA -npt will e made during the detention pond design to capture the first half inch of
eep it on site. This may be accomplished with a dry well that would
ce that initial runoff to the soil.
Stormwater Conveyance and Detention Ponds
In the pre-developed condition, storm water that does not infiltrate into the ground flows
to the north into the existing wetland on the north side of Kimberwicke Street and is
ultimately conveyed off the property through the Spring Ditch which flows in a northerly
direction through the region. The Spring Ditch is considered a stream/ditch according to
the Gallatin County Conservation District.
In the attached design report for the subdivision, detention basin 2-1 is identified to hold
the runoff from this lot. That report anticipated basin 2-1 being located on lot 2.
However, negotiations are underway with the land owner to_,h r,r,rrh m Ins to that basin
north of Kimberwicke, and to relocate the original at was oca north the
intersection of Kimberwicke and Vaquero Park �aay�. An exhibit is attached to thas eport
showing the proposed locations of those detentio accommodate the
runoff from these Phase 2 apartments as well as the rest of Sundnee Minor Subdivision.
Storm drainage calculations can be found in Appendix E of the attached design report for
the subdivision.
Ground Water
This area of Bozeman is known for high ground water. A geotechical evaluation on the
lot to the west encountered shallow ground water. Depths to ground water may vary.
Road profiles throughout the development should be set above existing ground. Due to
the elevated ground water levels, careful consideration of ground water and assistance
from design professionals should be considered prior to installation of structures with
basements or crawlspaces.
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TD&H
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Engineering,,;
SUNDANCE SUBDIVISION
PRELIMINARY PLAT DESIGN REPORT
Purpose and Introduction
The purpose of this report is to explain how water, sanitary sewer, and storm sewer
facilities will be designed to meet City of Bozeman Design Standards and provide service
to the Sundance Subdivision. The report will provide information on the preliminary
design of the above mentioned infrastructure. The boundary of the Sundance Subdivision
can be seen on the preliminary plat included in Appendix A.
The Sundance Subdivision is a minor subdivision located on the northwestern side of
Bozeman, Montana. The project is generally bounded by Caballo Avenue on the east,
Baxter Lane on the south, Davis Lane on the east and undeveloped property to the north.
The Sundance Subdivision consists of four lots and is zoned B-2.
While the exact use of the future lots has not been finalized, a proposed development plan
may include the following:
Lot Acrea a Assumed Units 'Population
1 4.478 50,000 SF of General Office 0
2 9.189 216 Apartments 456
3 6.691 80 Town Homes 169
4 3.247 20,000 SF General Office 0
Population is based on 2.11 people per unit.
The subdivision will be constructed in three phases with the possibility of additional,
future subdivisions. The Master Utility plan that includes phase boundaries can be seen
in Appendix B.
Design Report
Water
The proposed water system will tie into existing mains installed during the development
of Baxter Meadows Subdivision PUD Phase 2A and 2B. New water main connections
will be necessary to provide water service to the proposed lots and allow for future
expansion. Water line loops have been provided where practical.
The following summarizes the estimated demands created by the Sundance Subdivision
along with other design input:
• 625 people (residential)
• 5.7 acres of office space
1
• 170 gallons per day per person average (residential)
• 960 gallons per acre per day average (general business/business park)
• C Factor of 130
• 3:1 maximum (peak) hour to average day ratio
• 2.3:1 maximum day to average day ratio
All new water mains will be 8 or 10-inch diameter, class 51, ductile iron pipe. Hydrant
leads will be 6-inch ductile iron pipe. Due to the nature of the subdivision and the
anticipated use of the large lots, 8-inch diameter stubs will be or have previously been
extended to the proposed lots. This is being done to allow for construction of future
water mains and looping of water mains specific to the site plans that will be developed
for these lots.
As a result of phasing, two dead end water mains are possible but measure less than the
maximum dead end length of 500 feet. The maximum day plus fire flow scenario
indicates there is ample water provided by the current system to provide domestic and
fire flows to the end of the longest possible dead end main (Galloway Street). Our water
calculations indicate a fire flow on the order of 2,400 gallons per minute (gpm) with a
minimum system pressure of 20 pounds per square inch (psi) is achievable at the end of
the temporary dead end water main. Future looping will improve this available fire flow.
Water modeling and calculations are included in Appendix C.
Sewer
Each lot in the subdivision, except Lot 4, has at least an 8-inch sewer stubbed out to the
lot. A new 8-inch sewer main will be constructed to provide an 8-inch sewer stub to Lot
4 along with provided sewer service to the lots in Minor Subdivision 400. All new sewer
mains will be 8-inch diameter SDR 35 PVC. The sewer mains have been sized for the
development based upon the following values from the City of Bozeman Design
Standards and Specification Policy, Revised 3/31/2011:
Residential
• 2.11 people/unit
• 89 gallons/capita 1 day
• 150 gallons/acre/day infiltration
• 625 people
• 960 gallons per acre per day average (general business/business park)
New sewer mains will be designed to roughly parallel the road centerline grades. A
capacity check on 8-inch sewer main using the minimum slope of 0.4% and a Manning's
friction factor of 0.013 indicates new wastewater flows from the subdivision will not
exceed the pipe's capacity assuming 75% of the maximum capacity. Sewer calculations
are included in Appendix D.
2
Pavement Design and Construction
General
Three new road sections will be constructed to accommodate the Sundance Subdivision:
1. Caspian Avenue from Baxter Lane to Equestrian Lane (625 feet)
2. Equestrian lane from Caballo Avenue to east of Caspian Avenue (550 feet)
3. Galloway Street from Caspian Avenue to Davis Lane (725 feet)
The proposed roads line up with existing roads in the Baxter Meadows Development.
The alignment of these roads is in conformance with anticipated roads that were master
planned in the expired Baxter Meadows PUD. A City of Bozeman standard 60-foot
right-of-way and 35-foot wide (top back of curb to top back of curb) road section is
proposed.
Design Considerations
The performance of the pavement for The Crossing at Baxter Meadows Subdivision
depends upon several factors, including (1) the characteristics of the supporting soil; (2)
the magnitude and frequency of wheel load applications; (3) the quality of available
construction materials; and (4) the desired period of design life.
Based on the near surface materials encountered in the backhoe test pits, the predominant
subgrade will either be a poorly-graded gravel (GP) or a silty clay (CL) soil. We
recommend excavating to subgrade depth or natural gravel, which ever is encounter first,
to determine if the resulting subgrade is gravel or clay. If the subgrade is native gravel,
we recommend scarifying and re-compacting the upper 12 inches of the subgrade prior to
constructing the base course gravel and asphalt pavement section. If the resulting
subgrade is clay, we recommend over-excavating the clay, placing a geotextile, and
constructing the base course and sub-base gravel section on top of the geotextile prior to
placing the asphalt surfacing.
The magnitude and frequency of wheel load applications have been estimated based on a
20-year design life, and the following parameters were used along with the AASHTO
Pavement Design Method of Analysis to develop flexible pavement sections as detailed
below:
Reliability(R) =95%
Standard Deviation (So) =0.35
Design Period (N) = 20 years
18-kip Equivalent Single Axle Loads (ESAL's) for Local Streets = 50,000
CBR (gravel) = 25 (Mr= 13,500 psi)
CBR (clay) = 3.0 (Mr=4,500 psi)
Design Serviceability Loss = 1.9
3
Flexible Pavement Requirements
The proposed streets should be constructed with a total required flexible pavement
thickness and individual layer thickness as follows:
Local Streets w/Native Silty Clay Subgrade:
3.0 inches of Hot Mix Asphaltic Concrete
6.0 inches of Base Course Gravel (11/2 inch Minus Crushed)
18.0 inches of Sub-Base Gravel (Pit Run Gravel) or Native Subgrade Gravel
Scarify & Re-compact 12 inches of Clay Subgrade
*(Note: Separation/Stabilization Geotextile should be used for silty clay subgrade)
27.0 inches Total Pavement Section
Specification Requirements
The following items should be incorporated into the project plans and specifications:
1. Hot Mix Asphaltic Concrete Surface — Montana Public Works Standard
Specifications (MPWSS) Performance Graded (PG) binder having a 58-28 grade in
accordance with AASHTO MPL
2. Crushed Base Course — Crushed Base Course 1'/z inch Minus Gravel conforming to
Section 02235 of the Montana Public Works Standard Specifications (MPWSS) - The
material should be compacted to a minimum of 95 percent of AASHTO T-99 Proctor
near optimum moisture content.
3. Sub-Base Course - Sub-Base Course 6 inch Minus Pit Run Gravel. The materials
should be compacted to a minimum of 95 percent of AASHTO T-99 Proctor near
optimum moisture content.
4. Separation/Stabilization Geotextile — Mirafi 600X Woven fabric, or equal, should be
used to facilitate compaction of sub-base gravels over saturated, pumping subgrade
soils. The geotextile should be specified between the subgrade soils and the sub-base
course gravel using the manufacturer's recommendations.
The analysis and recommendations submitted in this report are based upon the data
obtained from soil boring logs at the site by SK Geotechnical in 2000 and 2001.
Variations occur between specific sites tested, the nature and extent of which do not
become evident until additional exploration or construction is conducted.
A re-evaluation of the recommendations presented in this report should be made after
performing on-site observations during construction to note the characteristics of any
variations.
4
Stormwater Treatment
Solids, silt, oils, grease and other pollutants will be removed from the stormwater prior to
discharge from the site as required by the City of Bozeman Design Standards. Existing
ponds and infrastructure exist in the area and were designed with future development in
mind. The western portions of the subdivision may discharge directly to the streets or
existing storm drainage infrastructure without being detained onsite. Existing detention
ponds east of Vaquero Parkway will detain this runoff and restrict runoff to pre-
development rates.
Catch basins with 9-inch sumps and detention ponds will collect and allow for heavier
solids to settle out before storm water is discharged into the Spring Ditch. The grass
lined detention ponds will also remove much of the grease, oils and silt from the
stormwater. Based on technical research, grass lined swales/ponds trap urban runoff
contaminants and provide a high level of treatment. Grease and oils coming in contact
with the grass will stick to the grass and biodegrade naturally.
Stormwater Conveyance
In the pre-developed condition, storm water that does not infiltrate into the ground flows
to the north. Existing runoff is ultimately conveyed off the property through the Spring
Ditch which flows in a northerly direction through the subdivision. The Spring Ditch is
considered a stream/ditch according to the Gallatin County Conservation District.
Because of the nature of this development and the large lot sizes, several possibilities
exist for further development of these lots. As a result, installation of storm drainage
infrastructure on the lots is not possible at this time. Future site plans and further
subdivision of the lots must account for their own storm water. Storm water on each lot
that is not already accounted for in previously installed infrastructure must be detained
onsite and released at the predevelopment rate. Storm water detention and conveyance
will be reviewed by the City of Bozeman for each lot individually though the site plan or
additional subdivision process.
Storm drainage calculations can be found in Appendix E.
Ground Water
This area of Bozeman is known for high ground water. A geotechical evaluation on the
lot to the west encountered shallow ground water. Depths to ground water may vary.
Road profiles throughout the development should be set above existing ground. Due to
the elevated ground water levels, careful consideration of ground water and assistance
from design professionals should be considered prior to installation of structures with
basements or crawlspaces.
5
APPENDIX A
Preliminary Plat
SURVEY PURPOSE TO CREATE" LOTS FOR 8-2 °"'NG USE&TO DEDICATE PRELIMINARY PLAT OF S U N DA N C E MINOR SUBDIVISION N 0. THIS PLAT IS TO BE D°"`'°ERE°FINAL ONLY
STREETS. IF SIGNED AND SEALED BY THE SURVEYOR.
THIS SUBDIVISION PROVIDES LEGAL AND PHYSICAL ACCESS TO ALL LOTS A PARCEL OF LAND BEING LOT R OF THE PLAT OF BAXTER MEADOWS SUBDIVISION, PHASE 2B
CONSENT OF MORTGAGEE(S)
THE COMMISSIONER OF THIS SURVEY IS BARTER MEADOWS LAND PARTNERS,LLC LOCATED IN THE SE 1/4 OF SECTION 34, TOWNSHIP 1 SOUTH, RANGE 5 EAST, P.M.M.
CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA I (we),the undersigned mortgagee(s)or encumbrancer(s),do hereby join in end consent
MTSU BEARING BASIS:WGS 84 AS DETERMINED BY SURVEY GRADE CPS RECEIVERS to the de<_cribed plat, releasing my(Our)respective liens, claims or encumbrances as to
WITH THE CENTRAL MERIDIAN RUNNING THROUGH LAT, 45'39'40.38"N,LONG. VICINITY MAP any portion of said lands now being platted into streets,avenues,parks,or other public
111'02'42.01"W. TOTAL AREA: 28.210 ACRES areas which ore dedicated to the City of Bozeman for the public use end enjoyment.
CERTIFICATE OF DEDICATION Dated this day of 20_
Lot 2AI 45•1-RE STREET DEOIT.On AS 50'WPLAHD SETBACK,UPLAND�,
I(we), the undersigned property owner(s),do hereby Certify(hot I (we)have v �...... COS adze SHOWN OH MPROKD PR`M""Y 6L'FFER(IRON W£TtAND IMPACT AND.` \\``
HAl aT TO PaIN15 MINOR sue'1 BUFFER( MAP GATED+-19-TI
d to be Sur ed, subdivided and lotted into lots, blacks.streets, antl ) `\ I NDSI SURVEYED
veY P -__f-__-_____- ___
alleys, and other divisions and dedication=_, as shewr�b the plot IT k '� Q __-_'------ _ ) Name & Title Sieneture
Y Y P q TER/sLWCR r. aVc sT zbl+
included,the fallowing described tract of land, la-wit' k a" A ExEFM_ FROM"I t SEE iCTEI/a
q 3 sOF BapreR36uuncws KIMBERWICKE STREET N89'43'S4'E 765.80' I STATE OF
LEGAL DESCRIPTION d u x STE S q KIueERMICKE STREET g ; y County of
N6T47'S4 C ]75.52'
n On this day Of 20_,before me the undersigned
A tract of land, said tract being Let R of the Plot of Baxter Meadows Subdivision,Phase ,w.x'" ��.aTREv�DMaRor1 osa _� u§vLATTED Notary Public for the Slate o1 ,personally appeared
2B, located in the Southeast Quarter of Section 34,Township 1 South,Range 5 East, "w`E'A I known to me to be the of
w
.m� 1 I
1
Principal Meridian Montana City of Bozeman Gallatin Count Montano. the person whose name is subscribed to the within instrument and
w*'
P Y Y• ; and
acknowledged to me that he executed the within instrument for and on behalf of
The described tract is as shown on the accompanying plat. The described tract Is along
with and subject to
any existing easements and contains 28.210 acres, more or less. Fos "� wsl' w qp ;� � �^ = W I IN WITNESS WHEREOF,1 hove hereunto set my hand and affixed my Notarial Seal the
day and year first above written.
�s b" fi3' r02' m
The above described tract of fond is to be known and designated as SUNDANCE MINOR N na wosvw v s§!` Na Public for the late
1 I W_ Notary of
SUBDIVISION NO,-_____,City of Bozeman,Gallatin County,Montana:and the lands F" ' ' ddr (SEAL) Printed Name o
included in all streets, avenues, olleys,and parks or public lands shown on said plot are of ER uFi�mwsuT I n^1z I Residing of
\ J u__-__-3321v___-__ My Commission expires
hereby granted and donated to the City of Bozeman for the public use and enjoyment. sm. H.2e $ ------------- 8 n4o
Unless specifically listed herein, the lands included in oil streets,avenues,alleys, and - -__- '"t__-__ _____-_1zdY___-_ �>
parks or public lands dedicated to the public are accepted for public use,but the City LAM" 351 B6 dB
accepts no responsibility for maintaining the same.The owners(s)agrees)that the City 0 1000 cw ae < aA Q� CERTIFICATE OF SURVEYOR
has no obligation to maintain the lands included in all streets,avenues, alleys,and parks I a S00, 'O LOT 2 zs.aa'Pueuc AccEss so'-- ----�
5 C A L E t o �A a 9.LO ACRES EASEUEPLI mR PEOEsrawN p, I,the undersigned,Steven C..Anderson,Professional Land Surveyor,do hereby certify that
or public lands hereby dedicated to public use. The lands included in all streets, Tp 5 I I PAF1wHS.THE EASEMENT e
avenues,olleys,and parks or public lands dedicated to the public far which the City M1 1.P aea� m N LLaaraTlors Iur eE c-,a � an or between_______-_____________,
accepts responsibility for maintenance include: FILL IN o z EN PwSE Is DEVELOPEp __________`_--___________-__-__was surveyed by me or under
MCP00 i° my direct supervision, and platted the some as is described and shown on the
1 accompanying plat or certificate of survey in accordance with the provisions of the
The undersigned hereby grants unto each and every person, firm or corporation, Z It _ Montano Subdivision and Platting Act.(MCA 76-3-101,at seq.,as applicable) and the
whether public or private, providing or offering to provide telephone, electric power, 0 200' 400' 600' Ig $
gas, intemet,cable television or other similar utility or service, the right to the "s R �' Bozeman Municipal Cade.
joint use of on easement for the construction, maintenance, repair and removal
of their Imes and other facilities in,over,under and across each area designated S C A L E
on this plat as "UTILITY EASEMENT"to have and to hold forever. PHASE ET,y HAS'
46 an
WATER/SEMEA A
C SEUENT nes.PUT I e Dated this_day of .20
a 9AKtOF N(MOWs
Doled this day of 20- suB..vH.2e [even Anderson
Montana License No 72251 LS
Owner BAXTER MEADOWS LAND PARTNERS, LLC .
o �B N1
71017' u'I CERTIFICATE OF COUNTY TREASURER
GPtLownr STREET o_U� GALLOWAY STREET I'-30'
By: Name &Title Signature N8T43'32"E 709.60' I, Kimberly Buchanan,Treasurer of Gallatin County, Montano,do hereby certify that
N89'43'32'E 406.00' '° 1 the acc t f cerLfic,De of survey has been dui examined and that
nco�.xso so pp amps property
t plat o y and
3.IS' - 1 all real property taxes and special assessments assessed a d levied on the land
F to be subdivided have been paid.
STATE O y WATER WNEHT IF.I I Dated this_ day o1 , 2°_
Count
Pur aF eAxrzR
On this_day of 2C , before me the undersigned raoows sue.PH.2s
Notary Public for the State of ,personally appeared ' '
known to me to be the of LOT 2 LOT 3 25.Ed PUBLIC Access EYSIEHT FOR A Tradsurer
PEDESIRUN PATHWAY. THE EASMEHI
and the person whose name is subscribed to the within instrument and �'OunoH Mar Be InArad wHm.13 ea ace'Acc6ss w MAMA - CERTIFICATE FEXCLUSION FROM M NTANA DEPARTMENT
acknowledged to me that he executed the within instrument for and on behalf of s DEVELOPED yi I�rASEMENI. THE FJSEIrcNI
.-,an unr OE cHSNCEo OF ENVIRONMENTAL QUALITY REVIEW
16 WHEN FH SE IS aMSFEO
IN WITNESS WHEREOF, I have hereunto set my hood and a(lixed my Notarial 6eol the ELaaK
day and year first above written. EI 8IE LOT 3 I LOT 4 _ _ The------------------------,Gallatin County, Montana,is within the City of
6.691 ACRES 3.za7 ACRES Bozeman, Montana,a first-class municipality,and within the planning area of the
Notary ubiic r the late a 90' Bozeman growth policy which was adopted pursuant to§76-1-601 at sag.MCA, and
(SEAL) Printed Name a L I I o can be provided with adequate storm water drainage and adequate municipal facilities.
Residing at Q F1 H Q�'L' C Therefore,under the provisions of§76-4-125(2)(d)MCA, this subdivision is excluded
My Commission expires LOT 7 o RR....J77 LLL i from the requirement for Montana Deportment of Environmental Quality review.
LOT 6 J N
` Dated this_day of 20
755,00'
50A0' Woolard
CERTIFICATE OF COMPLETION OF IMPROVEMENTS 589'433BYl 546.50' a N w SBT43'38'W 615.34' ( Drr o afar
of Public Works
EOUESTRIAN LANE $ EQUESTRIAN LANE $ Cityf B.-mon. Montana
and I, a registered professional engineer S69'43'38'W 325.20' SBT43781N 161.30' io m 1
licensed to practice in the Stole of Montana, hereby certify that the foflowing o ( ro I CERTIFICATE Public
DIRECTOR OF PUBLIC WORKS
improvements, required to meet the requirements of Chapter 3B of the Bozeman N ( I I,Craig Woolard,Director al Public Works, City of Bozeman,Montana,do hereby
n 589'43'38'W 9 Y Y
Municipal Code or as a conddtian(s)of approval of the , hove r-lo PmLia STREET a urury G EMENT I I certify that the accompanying plat has been duly examined and have found the
been installed In onfo-once with the approved plans and specifications,or financially - 140.43 (DOG.121o3 H3(F)_, some to conform to the law.approve it,and hereby accept the dedication to the
guaranteed and covered by the improvements agreement accompanying this plat. Lor LOT 6 I City of Bozeman for the public use of any and all lands shown on the plat as
Installed Improvements: a 4 being
PHASE B dedicated to such use.
a IrO g I 1 Doled this_day of 20_.
Financially Guaranteed improvements: aLOOK t"+b x I
HATCHED AREA Is 15.459 Si To I er"'TED
�S aP I h LOT 1 w BE Doi TO LOT I OF Director of ubiic Works
EwW 4.a]B ACRES MINOP SUBDMSION NU.400 WITH
-__------------------__----_ ald'1 Cityof Bozeman, Montana
AN AMENDED PLAT TO RELOCATE
The subdivider hereby warrants against defects in these improvements for O 0�51pH A COMMON BOUNDARY N0 +ed I 1
period of two PS�ea LOT sswa,AHD WATER MIHpR sueoMSloN 1 I CERTIFICATE OF CLERK AND RECORDER
years from the dale of acceptance by the City of Bozeman. The subdivider groins I-HE EASEMENT W
possession of all public infrastructure improvements to the City of Bozeman, and the City ,AftD° 1 Sm /2n]a14) Z m m I I I, Charlotte Mills,Clerk and Recorder of Gallatin County,Montana,do hereby
hereby accepts possession of oil public infrastructure improvements,subject to the above T.nt v,W a m I certify that the foregoing instrument was filed in my office at___ o'clock,
indicated warranty. ___ _
Iec'. I >,� n LOT T LOT I _.M.,this____day of_ 20_, and recorded as Mina,
------------I Lml 5ST43'38Y1 32513' w d W I Subdivision No. _______, and as Document No. _______________.
N $ $e Z o JIM AREAS IN SOU E FEET Records of the Clerk and Recorder,Gallatin County, Montano.
By Subdivider Data ----TRAKKEP TRNL
DO ;ay Not in kI Street Dedicated
I I
By: Montana LIc.No. Data. 1 ''E' '-ca.Ed Acass r< d o Phase Street Esmt Esmt Total Lots Streets Total I Deputy Clerk and Recorder
unun EASEMENT c3 . I I
By. Director of Public Works Data A 400288.5 0 400288.5 96639.1 496927.E 1 1
LOT 5 LOT 6 60.00' B 175542.2 19507.2 195049.4 68764.4 263833.8
C 409238A 23649.6 43288T7, 19709A 452597.1
___. I I
NOTES
eLaK 20 r - Phase Total 965068.8 43156.8 1028225.E 165132.9 1213356.5 I I ACCOMPANYING RECORDED DOCUMENTS
Boundary Relocation 15458.8
11A I I I I
i. Utility easements will be in compliance with the City of Bozeman Munkipol Code LOT
Total I 1 1228817.3
2 A R/W easement for electric and telephone systems 'as now surveyed"is recorded on Book 92,Page / 325,05' 60.00' ------------------- -----------�
178. This easement is within the S1/2 S1/2 of Section 34. The location of this easement is unknown. S89'43'23'W 405,92' 1...STAEET A unm EAscurxr t__---.--
S (Doc./11o71+3(E)
3. Document#2141236 is a storm drain easement in Tract 2A of COS 2202A in the Southeast Quarter of SHEET 1 OF i
Section 34. The exhibit describing the location of the easement was not recorded with it. The location BAXTER LANE 13016PIat.dv,
of this easement is unknown. 9
4. Existing wetlands as shown are subject to covenants per Document#2081800.. PTusE+A 2 sus. DRAWN BY: CB,S+ DATE: 12/I/14 QUALITY CHECK'.
ME'Dow,sus. Q cRossNo p� f SURVEYED BY: co,sA JOB NO. 913-016 FIELDBOOK
5. The Wetland Area Protective Covenants(Doc. 2156018)calls for a "Figure I"that define location. No PLAT D a TD& THOMAS,DEAN& HOSKINS,INC.
Figure 1 was found with the recorded document.
6. A Conditions of Approval Sheet will accompany the submittal for final plat in compliance with an - 9 ENGINEERING CONSULTANTS
PPr P Y P P ' GREAT FALLS-BOZEMAN-KALISPELL MONTANA
unwritten City requirement. SPOKANE WASHINGTON
LEWISTON IDAHO
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APPENDIX B
Master Utility Plan
,
I I
I I
e
---------------
co
aces M F ___-__
- i iE l - -- --------- ------ --r 1 A
KIMBERWICKE ST. `I .. _,�e�' LEGEND
` I w EXISTING WATER
J WICKE ST. -8 WATER STUB - - _ ! w PROPOSED WATER
KIMBER \\ " �:
SEWER STUB S EXISTING SEWER
L I S PROPOSED SEWER
4
,e-
4 -------
". EXISTING
o.
P
8" WATER STUB � E$�Q
I
oi
� - -L SUNDANCE APARTMENTS
/
/ BAXTER MEADOWS EXISTING _ - I--r L0T2 i
I PHASE2B 8" SEWER STUB I I 9.189 ACRES v
--PROPOSED
WATER MAIN I - -
L
8'
I
0POSED-"
8" SEWER MAIN I C w
r C o
a w \ ruu W LLwo�
r GALL4WAY ST
GALLOWAYJL
.'
DRAWN BY: KLS
" L PROPOSED.
C�i ' PROPOSED I I DESIGNED BY: NA
EXISTING I 8 SEWER STUB I
yL �. B W B"-SEWEIT STUB- _-I- --1- --PROPOSED `�`.� I OUALIN CHECK: NA
CD
_ - EXISTI G _ I ��,-_ �� I 9/5114
WATER STUB
N 3 L BAXTERM DOWS 8' WATER 8 WATER STOB'-L0T4 l I I - 013-016
2" WA7J7R'STUB __ - PROPOSED I I I�
N L ER
r i ! EXISTING --___I I -___________ I -__i. - - 3247 ACRES- ----
JOB NO
FIELDBOOK NA
4--SEWER STUBS.(3) i i __ _ --_.- ��PROPOSED---
I I
m L EXISTING L0T3 I I 8" SEWER
4" WATER Sr U�3'(2) -_ I I 6.691 ACRES L �`
a
------------------------------
PROPOSED
,Z
(I;
_PJ�I L
10" WATER MAINe � EXISTING EXISTING2" WA ER STUB 10" ACCESS AND
WATER EASEMENT, FUTURE �
----- I
I L072 I
STREET`_' \` L
IL
-
�e ----.----
• ' I L II I
L
p w j
_J __-___
EQUESi
_______"_____ MINOR UBDMSfON 400
I I w I
co
,= I ( ' 4.47LOT1 ._..-. 8R WATER MAIN
I
SED
o m
a I �' - LL I LOT PN'P5�0 L0T4 WC Q
N { I I G Z a W
BAXTER,BL MEADOWS
CK1
@ I PHASE 2A,BLOCK 18 F_ } W
.0 - EXISTING -- - - N Z F-
N
,8" WATER STUB
I J z
C: ; .ac^ __^ Y^— 1 p5E8 AS BOUNDARY I
E _ _ tr r ------- --� _ . --a�ec�__ _ ------ PL p!E W Q b Q
N { E%ISTING __—__ a I. .. I OT1 I I V
Q - 15"SEWER STUB a - II Z W W W
-0 Z
- BAXTER MEA I ` I D
PHASE 2A,BLOC 20.-. _ EX!' PATER
(n
J= c c I ----- 12'�WATER MAIN -
_ _ - - - -- -
ml --" ----_ - -
r --- -----= - --- - L--
.12,, cc -_ - _ ----- — - -
w ---
fy BAXTERLANE--- _ - BAERiANE - -
M
PHASE MAP
0 120' 240' 36QV 0 250' 500'
---- I I I I 1 ' 1
CD -" SCALE -_ ISICALE
1 I
BAXTER MEADOWS
PHASE 4
% __
w _
_ DR C1.1.DWG
SHEET DR C1.1
ml
I
,
-Z=3...(SOUTH"KIMBERWICKE) ZI
ACRES 0.49
;.3 DETENTION TO BE PROVIDEDFOR.
E _ ON LOT 2
Z
- - - d' 0
------------
1
w
LEGEND
6� - LOW y - - -L EXISTING STORM DRAIN
4 C„ KIMBERWICKE ST. r ) SD PROPOSED STORM DRAIN
POINT .
y :68S..._ ._ L072 DRAINAGE ARROW o
- SASSIACRES l
I I DRAINAGE BASIN BOUNDARY
^` /! --QEOVELOPMENT CITES j.
TO BE.SIZ RM IN WITH
>
OF
I
o - LOT 2
--- -- _= ------- oho
2-1
/ SUNDANCE APARTMENTS _ - '^ ACRES 9.19
BAXTER MEADOWS DETENTION TO-BE PROVIDED----
FORON LOT 2, m
BASIN 2-2 (GALLOWAY)
a ! a BASIN 2 + BASIN
0.98
< ACRES 10.66- -'---DETENTION-TO_-BE PROVIDED FOR
S DETENTION TO BE /RoV'DEDON LOT 2 -TE, MAXIMUM _
D`SCH RGE SRATE IS = w
- 11 c ---- -- i � w
J
(nGALLOWAY ST.
- r- L j LLwo&
ru^ o
W _ GALLOWAY ST. 5 --P�, �. - ` ¢g <
- -- - ------------
DRAWN
V - - - - HIGH - DRAWN BY: KLS
ce) ! -- POINT + STORM DRAIN-LINES DESIGNED BY: NA
'
TO BE SIZED WITH QUALITY CHECK: NA
H
_ yl h _ _ I BASIN-36-L_. I - _I_-..___-DEVELOPMENT OF DATE: S/5114
N / _ ACRES 3.16 + LOT"Z--- i,
/ _ DETENTION TO BE PROVIDED i L074 I' JOB NO. B13-016
BAXTER M DOWS !' - ACBASIN 3A RES 3 53 I I FOR ON LOT 3, 3.247 ACRES
FJ�
-PROVIDED
___ FIELDDOOK NA
_DETENTION PROVIDED-i __-- -- BASIN-38-.
oI / FOR IN BAXTER
+ ACRES 3.94
MEADOWS PHASE 2A I I BASIN 4
w DETENTION TO BE PROVIDED
! _ _____ FOR ONSITE, MAXIMUM __--_ ACRES 3.25
O
N _ __ - - ---YT-- -DISCHARGE RATE-IS-1.1-CFS_ ' DETENTION N BE
+ - PROVIDED-ONSITE
6.BSIACRES _ - MAXIMUM DISCHARGE
LOT 3
I RATE IS 0.9 CFS0 -4 -- ,
I
`
1d: w w
EQUESTRIAN-LA I ,' c�� DRAIN
--AB SIN RES 0.78 EQUESTRIAN FUTURE i Lu
Lu
J i
o' wl I D ENTION TO BE PROVIDED FOR
' •, '. W I -..-.. ,IBASIN iB-1 - 0 LOT 3
x p I ACRES-2.37 _____- ___ _ I LU Q
cV __ r a I I DETENTION PROVIDED - +I cc Z J
> - -BASIN 1 B-2 (EQUESTRIAN/CABAL 0) _ G d
0) o F BAXTER MEADOWS i 13' FOR IN BAXTER J C
ACRES 1.58 m Q C
co _ PHASE 2A,BLOCK IS I MEADOWS PHASE 2A__- DETENTION PROVIDED FOR IN BA ER - z •I ~ )-
J= 8 I - I: - MEADOWS PHASE-2A---- ---- g I Z
d --` w 1LOTI
4A8ACRES 1 BASIN R a a 0 J_ O
ACRES 9.96 (n
07 ---- - -p, MINOR SUBDIVISION 400 DETENTION TO BE Q
O. -. -- T., ' -__ -_,' 5-, i < arc- DEVELOPED. I. W Q
E �, -- a PROVIDED ONSITE IN
__—__—__—__ - ' _THE FUTUR IF THS IS ���, Z
U
Q a MAXIMUM DISCHARGE Z W W Q
13 1 v RA' CIS 2.9 CFS
U - I BASIN 1A _ Q D c
c I _ - -- ACRES-.2.10 `` m
co ` V J
DETENTION TO BE-- -+ HIGH POINT, - I'.. Z ¢�
' PROVIDED ONSITE 1 0 120 240' 360' p; - C W
- >" BAXTER A a MAXIMUM-DISCHARGE
I. I
(n m
PHASE 2A,BLOC 20.-_ RATE IS 0.6 CFS t�
w� t S C A L E C
3
r. - -1- .__-- ___ - __-_.__-_-- ___ r
1I[ --
- - - - _._ -BAXTER LANE ____ _
Of
BAXTER LANE__ a mo. .. i..c, -__ -_ -_ _
C?
M
c2 .--- N
CD
BAXTER MEADOWS
PHASE4
OR C1.2.DWG
SHEET DR C1.2
Sundance Subdivision
WaterExisting
Approximate Subdivision
Boundary
Thu Sep 4
f 11 - .�. I .• kt Y'.
i
I
O O
' I I GALLO W(Y 5T_ __� •;�"'� �- GA LLO ., n X, - '
- � �'•� �l �.0 � :Y C �rl�}pp is-• �I. . � ...
4
e�i, •y�`_"^''ram v n:,.�=tom..-_ LOLo _ c;
� G
T'SCHACHE LN __ esri
2014 1 1
Su nd a nce Subdivision
Existing Sewer Infrastructure
1s r•_�r "r i r
�, r� 8„
,t vi.. f
I
1 4 E �r I
__ g^ Approximate Subdivision
Boundary
15
!
Thu Sep 4 2014 01:18:38 PM.
APPENDIX C
Water Calculations
J
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Scenario: Phase 2B - Max Day
Fire Flow Analysis
Fire Flow Report
Label Fire Flow; Fire Flow ! Satisfies +Weeded Available Total Residual Calculated Calculated Knirnuml4inimum Zan
Iterations ealanced7 Fire Flan: Fire Flow Fire Flow Pressure Minimum Residual Zone Pressure
.onstraints (gprn) i Flog. Available ;psi) Zane Pressure Junction (psi)
(9prn) (9Pm) Pressure (Psi)
_ (psi)
J-626 16 true true 1'500.00 2,197.59 2,207.19 20.00 20,00 24.69 1 J-1042 � 20.00
J-627 11 true Irue ' 11500.00 3,000.00 3,009.60 20.00 55.89 55.26 J-1061 20,00
t
J-628 i true 1 true j 1,500.00 3,000.00 3.002.98 20.00 48,74 48.37iJ-631 + 20.00
IJ-629 1 hue true I 1,500,00 3,000.00 3,002.98 20.00 49.31 49.721J-628 I 20.00
J-630 1 true true 1,500.00 3,000.00 3,002.98 20.00 50.22 51,091J-628 I 20.00
J-631 1 true true 1,500.00 3,000.00 3,002.98 20.00 50.79 45.28 J-628 20.00
J 632 14 trueI true i,500.00 2,836.12 3,261.12 20.00 71,70; 20.00 J-610 20.00
J-633 15 true true 1,500.00 2,527.31 3,232.311 20.00 90,77 20.00 J-610 20.00
J-634 1 true I true 1,500.00 3,000.00 3,130.00 20.00 64.25 67.35 J-350 20.00
J-636 1 true :rue 1,500.00 3,000.00 3,009.60 20,00 51.10 39.72 J-605 20.00
J-700 1 true true 1,500.00 3,000.00 3,062.50 20.00 48.24 53.20 J-631 20.00
J-1004 1 true true 1,500.00 3,000.00 3,009.60 20.00 57.72 66.03 J-1042 20.00
J-1011 1 true true 1,500.00 3,000.00 3,002.98 20.00 57.25 60.53 J-1051 MOO
J-1027 15 true true 1,500.00 2,181.43 2,191.03 20,00 20.93 20.00 J-1042 20.00
J-1028 15 true true 1,500.00 2,017.00 2.026.60 20.00 22.59 20.00 J-1042 20.00
J-1030 1 true true 1,500.00 3,000.00 3,009.60 20.00 56.57� 58.26 J-1051 20.00
J-1041 10 true true 1.500,00 1,825.20 1,834.80 20,00 21,631 20.00 J-1042 20.00
J-1042 16 true true 1,500.00 1,775.07 1,784.67 20.00 25.01 20.00 J-624 20.00
J-1049 1 true true 11500.00 3,000.00 3,009.60 20.00 56.34 55.84 J-1061 20.00
J-1050 1 true true 1,500.00 3.000-00 3,002.98 20,00 55.90 97.83 J-1051 20.00
J-1051 1 true true 1,500.00 3,000.00 3,009.60 20,00 54.56 54.04 J-636 20.00
J-1052 i true true 1,500.00 3,000.00 3,009.60 20.00 55.08 56.47 J-1051 20.00
J-1058 1 true true 1,500.00 3,000.00 3,009.60 20.00 56.20 51.55 J-1061 20.00
J-1059 1 true true 1,500.00 3,000.00 3,009.60 20.00 55.96 58.18 J-1061 20.00
J-1061 1 true true 1.500.00 3,000.00 3,009.60 20.00 54.68 52.94 J-604 20.00
J-1062 1 true true 1,500.00 3,000.00 3,009.60 20.00 57.23 55.80 J-631 20.00
J-1063 1 true true 1,500.00 3,000.00 3,009.60 20.00 55.93 57.991J-1061 20.00
J-1066 1 true true 1,500.00 3,000.00 3,016.67 20.00 52,47 55.661 J-1067 20.00
J-1067 1 true true 1,500.00 3.000.00 3,016.67 20.00 54.90 5 i.W J-613 }}' 20.00
J-1068 1 true JI true 1.500.00 3,000.00 3,002.98 20M 55.09 53.961J-631, i 20.00
J-1069 1 true I true 1,500.00 3.000.00 3,000.QO 20.00 54.22 54.91 J-63' .00 20
J 1070 1 true i true 1,500.00 3,000,00 3,002.98� 20.00 53.00 54.87 J-631 20.00
J-1075 1 true i true 1 500.00 3,000.00 3 002.98I 20.00 51.66 53.16 J- 23 0 6 3 � 20.00
J-t 093 ?3 i ;rue true 1,50C.00 1.991.82 2,001.42 20.00 i 20.00 20.81 J 1042 i 20.00
U1�-.:!, '-,i{7:t=t;,. 1�f•rt41 i�:fi;
?;t?n,).s,, Gran 2• Ft sxins Inc 4t. ;.;i`8 S 12
Scenario: Phase 28 - Max Day
Fine Flow Analysis
Junction Report
Label Elcvalion Zone Type Base Flow Pattern Demand Calculated Pressure
(it) (gprn) Calculated.jlydraulic Grad (psi)
(gpm) O'l
J 584 4,694.50 BM-3 Demand 4.40 Fixed 4.40 4,922.74 98.75
J-585 4,694.30 BNI-3 Dernand 4.40 Fixed 4,40 4,922,74 98.83
J-586 4,691.90 BM-3 Demand 7.05 Fixed 7.05 4,922,74 99.87
J-587 4,683.00 BM-3 Dernand 8.83 Fixed 8.82 4,92235 103.73
J-588 4,694.30 BM-3 Demand 8.83 Fixed 8.82 4,922.751 98.84
J-589 4,696,00 BM-3 Demand 0,88 Fixed 0.88 4,922.75 98.10
J-590 4,680.70 BM-3 Demand 1.77 Fixed 1.77 4,922.75 104,72
J-591 4,678.00 BM-3 Demand 10.58 Fixed 10.57 4,922.75 105.89
J-592 4,680.00 BM-3 Demand 0.00 Fixed 0.00 4,922.75 105.02
J-593 4,695.00 BM-3 Dernand 0.00 Fixed 0.00 4,922.74 98.53
J-594 4,696.00 8M-3 Demand 3,53 Fixed 3.53 4,922.73 98.10
J-595 4,695.00 BM-3 Demand 0.00 Fixed 0.00 4,922.72 98.52
J-596 4,687.30 BM-3 Demand 3.53 Fixed 3.53 4,922.84 101.91
J-597 4,695.00 BM-3 Demand 3.53 Fixed 3.53 4,926.32 100.08
J-598 4,700.00 Zone-1 Demand 5.00 Fixed 5.00 4,929.36 99.23
J-599 4,676.00 Cattail Demand 0.00 Fixed 0.00 4,930,54 110.13
J-600 4,686.00 BM-1 Demand 9.60 Fixed 9.60 4,926.18 103.91
J-601 4,700.00 Zone-1 Demand 0.00 Fixed 0.00 4,929.38 99.24
J-602 4.663,00 Zone-1 Demand 106.19 Fixed 106.19 4,930.04 115.54
J-603 4,665.00 Calibrate Demand 0.00 Fixed 0.00 4,926,34 113.07
J-604 4,691.00 BM-1 Dernand 9.60 Fixed 9.60 4,926.29 101.80
J-605 4,687.00 BM-2c&d Demand 0.00 Fixed 0.00 4,926.12 103.46
J-606 4,690.00 BM-1 Demand 9.61 Fixed 9,61 4,926.29 102.23
J-607 4,685,00 BM-2c&d Demand 9.60 Fixed 9.60 4,926.13 104.32
J-608 4,687.00 BM-1 Demand 9.60 Fixed 9,60 4,926.16 103.47
J-609 4,633.00 Cattail Demand 0.00 Fixed 0.00 4,928.79 127.98
J-610 4,700,00 Zone-1 Demand 105.00 Fixed 105.00 4,922.71 96.36
J-61 1 4,668.00 BM-1 Demand 9.60 Fixed 9.60 4,925.26 111.30
J-612 4,690.00 BM-2c&d Demand 0.00 Fixed 0.00 4,926.14 102.17
J•613 4,695.41 BM-2A Demand 26.48 Fixed 26.48 4,926.49 99.98
J-614 4,694.00 BtA-2A Demand 26.48 Fixed 26.48 4,926.45 100.57
J-615 4,694.88 BM-2A Demand 41,68 Fixed 41.67 4,926.04 100.01
J-616 4,690.00 BM-2B Dernand 16.45 Fixed 16.45 4,925.32 101,81
J-617 4,690.00 BM-2B Dernand 38.81 Fixed 36.81 4,925.32 101,81
J-61 a 4,700,00 BM-26 Dernand 86.43 Fixed 86.43 4,924.11 96.96
J-619 4,700,00 Bh4-2B Demand 114.65 Fixed 114.65 4,924,45 97.11
J-620 4,677.00 BM-1 Demand 9.60 Fixed 9.60 4,923.5.4 106.67 1
J-622 4,690.00 Zone-1 Demand 105.00 Fixed 105.00 4,926.11. 102.16
J-623 4,686.00 BM-3 Demand 9.60 Fined 9.60 4,922.84 102,47
J-624 4,685.00 BM-1 Demand 0.00 Fixed 0.00 4,923.03 102,98
J-625 4,678.00 BM-1 Demand 2.97 Fixed 2-97 4,923.38 106.17
J-626 4,675.00 BIM-1 Dernand 9.60 Fixed 9.60 4,923.86 107.67
J-627 4,692,00 BM-1 Dernand 9.60 Fixed 9.60 4,926.48 101.45
J-628 4,716.00 B+:4-Davis Demand 2.97 Fixed 2.97 4,934.34• 94.47 I
J-629 4,712.00 BM-Davis Demand 2.97 Fixed 2.97 4,933.56 95.861
J-630 4,708.00 BM-Davis Dernand 2.97 Fixed 2.97 4,932.79 97.26 i
J-631 4,727.00 BM-Davis Demand 2.97 Fixed 2,97 4,937.34 91,00
J-632 4,700.00 Zone-1 Demand 425.00 Fixed 425.00 4,927.72 98M
J-633 4.700.00 Zone-i Dernanc 705.00 Fixed 705.00 4,950.80 108.51
J-634 4,700,00 1 Dernand 130.00 Fixed 130.00 4,949.33 108.09
J-636 4.691,00 6M-2c, d Dernand 9.60 Fixed 9.60 4,926.1 1 101.72
J-700 4,714,00 Btv1-Davis Dernand 62.50 Fixed 62.50 4,940.71 98.091
J-1004 4,669.00 13M•i Demand 9.60 Fixed 9.50 4,926.23 11 1.29
J-1fl11 4,681.00 Btvf-2c&d Demand 2.97 Fixed 2.97 4,926.23 t06.10)
Tate:Baxter Meadows Protect Eoghieer'Kaim Waring
1...\2a2[7ph3arrlcattail +liuratiyi modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5(6.51201
12f15/0,- 10:07-5E1 Atv' F3 Haestad M6Ithods, !nc:. 37 R-c"Oksid' Road Wale•b;Fry,G7 06708 USri 1-203-755-1666 Page 3 nr 4
Scenario: Phase 2B - Max Day
Fire Flow Analysis
Fire Flow Report
Label Fire Flaw Fire Flow i Satisfies `deeded 't Available Total Residual Calculated Calculated Mani ,um inimum Zon:
Iterations Balanced? Fire Flow Fire Ftcw Fire 1 Flow Pressure Minimum Residual Zone Pressure
onstraints: (gprn; Flow Available (psi) Zone Pressure Junction (Psi)
(gprn) (gpm) Pressure (psi)
I (Psi)
J•3a i 1 true true 2,500.00 3.000.00 3,000.00 20.00 V 80,03 82.,87 J-22a 20.00
J-4 i I true true 1.500.00 3,000.00 3.1 10.00 20.00 90,77 99.44 J-610 20.00
J-Gaa 1' true true 2,500.00 3,000.00 3,202.50 20.00 79.46 94.33 J-22a 20.00
J-7a i true true 2,500.001 3,000.00 3,000.001 20.00 79.71 94.73 J-18a fI 20.00
J-10aa true true 2,500.00� 3,000.00 3,000.00 20.00 80,17 88,17 J-18a I 20.00
J-1 1 a I t true true 2,500.00 3,000.00 3,084.00 20.00 80.93 84.86 J-575 20.00
J-12a I true true 2,500.00 3,000.00 3,000.00 20.00 77.60 83.67 J-18a 20.00
J-13a t .rue true 2,500.00 3,000.00 3,000.00 20.00 77,24 82.34 J-18a 20.00
J•14a 1 ;rue true 2.500.00 3,000.00 3,000.00 20.00 77.12 83.75 J-18a 20.00
J-15a 1 true true 2,500.00 3:000.00 3,000.00 20.00 76.87 86.12 J-18a 20.00
J-16a 1 true Prue 2,500.00 3,000.00 3.000.00 20.00 76.60 79.43 J-16a 20.00 )
J-17a 1 true true 2,500.00 3,000.00 3,000.00 20,00 76.25 77.76 J-18a 20.00
J-181 i Irue true 2,500.00 3,000.00 3,000.00 20.00 76.52 75.52 J-22a 20.00
J-22a 1 true true 2,500.00 3,000,00 3,000.00 20.00 76.25 75.67 .J-18a MOO
J-23a 1' true I true 2,500.00 3,000.00 3,000.00 20.00 76.53 78.53 J-22a 20,00
J-24a 1 true II true 2,500.00 3,000.00 3,300.00 20.00 78.47 83.27 J-22a 20.00
J-25a 1 true true 2,500,00 3,000.00 3,000.00 20,00 79.25 75.15 J-22a 20.00
J-28a 1 true true 2,500.00 3,000,00 3,015,00 20.00 76.75 77.31 J-18a 20.00
J-29a 1 true true 2.500.00 3,000,00 3,022.50 20.00 76.82 78.36 J-18a 20,00
J-30aa i + true true 2,500,00 3,000.00 3.000.00 20.00 77.08 79.94 J-18a 20,00
J-3 1 a 1 true true 2,500.00 3,000.00 3,000.00 20,00 78.84 93.02 J-22a 20.00
J-32a 1II true true 2,500.00 3,000.00 3,000.00 20.00 77.05 80.01 J-18a 20.00
J-160 1 true true 1,500.00 3,000.00 3,149.20 20.00 85.71 89.03 J-610 20.00
J-180 1 true true 1,500.00 3,000.00 3,149.17 20.00 82.46 85.06 J-610 20.00
J 190 i true true 1,500.00 3,000.00 3.149.17 20.00 79.63 85.30 J-610 20.00
J-200 1 true true 1,500.00 3,000.00 3.149.17 20.00 76.17 87.57 J-610 20.00
J-210 1 true true 1,500.00 3.000.00 3,149.17 20M 73.37 91.33 J-610 20.00
J 220 1 1 true tyre 1,500.00 3,000.00, 3,149.17 20.00 72.13 91.05 J-610 20.00
J-230 i i true true 1,500.00 3,000.00 3,185.00 20,00 70.27 94,06 J-601 20.00
J-240 1 Are true 1,500.00 3,000.00 3.174.90 20.00 69.471 94.39 J-601, 20,00
J-250 1 true true 1,500.00 3,000.00 3,000.00 20.00 68.62 89.89 J-61 20.00
J-251 1 true true 1.500.00 3,000.00 3,135.00 20.00 68.62� 40.78 J-610 20.00
J-260 t ;rue tnu 7,500.00 3,000.00 3,000.00 20.00 68.89� 90.51 1.1•610 20-00
J-261 t true true 1,500.00 3,000.00 3,135.00 20.00 68.89 40.67 J-610 20.00
J-265 f I true, I L^ue 1,500.00 3,000.00 3,130.00 20.00 69.22 91.25 J•E'.0 20.00
J-270 t true true 1,500.00 3,000.00 3,120,00 20.00 69.41! 87,33 J-610 20.00
J-271 i ' true true 1,500.00 3,000.00 3.145.00 20.00 64.491 55.45 J-273 20.00
J-272 1 irue ;rue 1,500.00 3,000,00 3,125.00 20.00 541,119f 37,73 J-273 20.00
J 273 t true true 1,500.00 3,000.00 3,135,00 20,00 55.451 22.44 J-27t 20.00
J-280 1 irua true 1,500,00 I 3,000.00 3,080.00 20.00 69.71 83.35 J-610 20.00
J-285 t true true 1.500,00 3,000.00 3,080.00 20,00 69.94. 83,521 J-61 U 20.00 !
J-290 1 true i tr;u: ;,500,00 1 3,000,00 3.080.00 20,00 77.44 87.051 J-6 i 0 20.00
I r 1 " r 20
J$00 irut> h'uc I.>i10.(10t OOG.O.i 08U.OG fu.GO d•1.2'? 5275 J 61t% 20.00
J-32.0 t true true 1,50o.001 3.000.n0 3,000.00 20.00 1117.85 i':8.98 J-350 20.00
J 32 tr;;e I truc I 1,500,00 3,000.00 3.i05.U0 20,00 81;.r1? 97.69 J-6i0 20.00
I j
Jv30 I true trtIC- 1,500.00 3.000.00 3.034.30 20.00 8`J.t1 94.091J-6?0 20.00
J-340 1! true true 1,500.C.0 3.000.00! 3.002.50 20.00 C 82.4' 79.661 .1-6 i 0 20.00
J-350 i trU{: iru,� 1,500.00 3,000.00I 3,000.00 j 20.00 i 71.931 59.97 i J-534 20,00
' 1
J-569 1 true trL' j0 1,500.00 3,000.00 3,041.68 20.001l 52.90 54.53 J-E1� 20,00
J-570 1 Ur1C true I i,500.00I 3,000.00 3,i 05.00 2000. i 5rt.53! 48.58 J•610 20,00
;r ,
J 571 1 ue true 1,500.0(t 3,000.OG 3 016.45 21. 48.88 47.44I 1.6i 1 20.00
}-ti? t ;rue III true 500.0 , 3»000.00 3,25Cs 0 20.00 z7 '3i 3863 J•6t&' 20.OG
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Scenario: Phase 2B - Max Day
Fire Flow Analysis
Junction Report
Label Elevation Zone Type Base Row Pattern Demand Calculated Pressure
(tt) (gpm) Calculated.iydraulic Grad (psi)
(9pm) (tl)
J-34 4.649.00 Cattail Demand 0.00 Fixed 0.00 4,928,34 120.86
J-35 4,649.00 Cattail Demand 0.00 Fixed 0.00 4,928.34 120.86
J-36 4,641.00 Cattail Demand O.CO Fixed 0.00 4,928.41 124.35
J-37 4,641.00 Cattail Demand 0.00 Fixed 0.00 4,928,41 124.35
J-39 4,651.50 Cattail Demand 0.00 Fixed 0.00 4,928.28 119.75
J-40a t 4.651.50 Cattail Demand 0.00 Fixed 0.00 4,928.28 119.75
J-41 4,651.50 Cattail Demand 0.00 Fixed 0.00 4,928.28 119.75
J-42 4,654.00 Cattail Demand 0.00 Fixed 0.00 4,928.23 118.65
J-43 4,655.00 Cattail Demand 0.00 Fixed 0.00 4,928.30 118.24
J-44 4,641.00 Cattail Demand 0.00 Fixed 0.00 4,928.56 124.42
J-45 4,641.00 Cattail Demand 0,00 Fixed 0.00 4,928,56 124,42
J-46 4,665.00 Cattail Demand 0.00 Fired 0.00 4,928.21 113.88
J-47 4,655.00 Calibrate Demand 0.00 Fixed 0.00 4,928.64 118.39
J-160 4,700.70 Zone-1 Demand 149.20 Pattern- 1 149.20 4,958,22 111.42
J-180 4,698.06 Zone-1 Demand 149.17 Pattern- 1 149.17 4,953.05 110.32
J-190 4,688.73 Zone-1 Demand 149A7 Pattern-1 149.17 4,948.48 112.38
J-200 4,672.74 Zone-1 Demand 149.17 Pattern- 1 149.17 4,942.17 116.57
J-210 4,655.40 Zone-1 Demand 149.17 Pattern-1 149.17 4,936.35 121,55
J-220 4,652.87 Zone-1 Demand 149,17 Pattern- 1 149.17 4,933.81 121.55
J-230 4,642.87 Zone-1 Demand 185.00 Pattern-1 185.00 4,930.48 124,44
J-240 4,641.87 Zone-1 Demand 174,90 Pattern-i 174.90 4,929.54 124.46
J-250 4,648.87 Zone-1 Demand 0.00 Pattern-1 0.00 4,928.82 121.12
J-251 4,656.87 Zone-1 Demand 135.00 Pattern-1 135,00 4,928.52 117,53
J-260 4,647.97 Zone-1 Demand 0.00 Pattern-1 0.00 4,928.89 121.54
J-261 4,654,87 Zone-1 Demand 135.00 Pattern-1 135.00 4,928.58 118.42
J-265 4,648.37 Zone-1 Demand 130.00 Pattern-1 130.00 4.929.06 121.44
J-270 4,654,37 Zone-1 Demand 120,00 Pattern-1 120.00 4.929.06 118.85
J-271 4,654.87 Zone-1 Demand 145.00 Pattern-1 145.00 4,927-65 118.02
J-272 4,651.87 Zone-1 Demand 125.00 Pattern-1 125.00 4,927.54 119,27
J-273 4,656.87 Zone-1 Demand 135,00 Pattern-1 135.00 4,927.44 117.06
J-280 4,665.37 Zone-1 Demand 80.00 Pattern-1 80.00 4,929.96 114.48
J-285 4,671.87 Zane-1 Demand 80.00 Pattern-1 80.00 4,930.76 112.00
J-290 4,685.37 Zone-1 Demand 80.00 Pattern-1 80.00 4,943.82 111.82
J-300 4.696,37 Zone-1 Demand 80.00 Pattern-1 80,00 4,954.46 111.66
J-320 4,700.87 1 Demand 0.00 Pattern-1 0.00 4,976.44 119.23
J-325 4,707.87 Zone-i Demand 105.00 Pattern-1 105.00 4,962.28 110.07
J-330 4,708,00 Zane-I Demand 34.30 Pattern- 1 34.30 4,959.92 113.32
J-340 4,712.00 Zone-1 Demand 2.50 Pattern-1 2.50 4,964.15 109.09 t
J-350 4,727.50 1 Demand 0.00 Pattern- 1 0,00 4,954,32 98.09 1
J-569 4,690.00 IBM-2A Demand 41.68 Fixed 41.67 4,926.06 102.13
J-570 4.689.00 2one-1 Demand 105.00 Fixed 105.00 4,925,67 102.40 \� A
J-571 4,687.50 BM-26 Demand 16.45 Fixed 16.45 4.925.51 102.98 l;, f 1,0 M
J-572 4,691.00 BM-2B Demand 250.00 Fixed 250,00 4,924.24 100.91
J-573 4,686.00 BM-213 Demand 250.00 Fixed 250.o0 4,924,131 103.03 /16
J-574 4,704.00 BM-28 Demard 0.00 Fixed 0.00 4.924.13, 96.57 t ,,
,_t d
J-575 4,671.00 Calibrate Demand 0,00 Fixed 0.00 4,926.72i 110.64
J-576 4.700.00 BM-28 Demand 0.00 Fixed 0.00 4.924.48 97.121
J-577 4,680.00 BM-2c&d Demand 9.60 Fixed 9.60 4,926.23 i 106,53 i
r
J-578 4,678.001 BM-3 Demand 9.60 Fixed 9.60 4,924.231 106.53
J-579 4,686.00 8M Demand 11.47 Fixed 11,48 4,922.781 102.44 f
J-580 4.689.50 BM-3 Dornanc 7.93 Fixed 7.93 4,922.75+ 100,921
J-581 4,689.00 BM-3 Demand 9,70 Fixed 9.70 4,922.741 101,t31
J-582 4,689.60 BM-3 Demand 7.05 Fixed 7.05 4,922.74 i 100.87
J-583 4,685.50 BM-3 Demand 7.05 Fixed 7.05 41922.75{ 102,65
Ti(le:Baxler Meadows Project Engineer:Keith Wanng
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CITY OF BOZEMAN
HYDRANT PRESSURE/FLOW REQUEST FORM
Date: 9/18/13
Location Hydrant# Static Pressure Pito Pressure Residual Pressure J
Kimberwicke/Milkhouse ; 2118 f 78#�� -�
Kimberwicke/ Ferguson 1618 99# 90#
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Requested By: Ahren Hastings
Fax #
Nozzle Size Flowed: 2.5"
Done By:
Comments: 1480 GPM
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