HomeMy WebLinkAbout2014 CIP Field Survey, Allied Engineering Civil Engineering Geotechnical Engineering Land Surveying • Construction Services
= Corporate Office North Dakota Office
ALLIED = 32 Discovery Drive 299 Prairie Drive
ENGINEERING Bozeman, MT 59718 Stanley, ND 58784
SERVICES,INC. Ph: (406) 582-0221 Ph: (701) 628-0221
ersePtole��S• Fax: (406) 582-5770
July 3, 2014
Office of the City Engineer F)SMEM,,17
City of Bozeman
PO Box 1230
Bozeman, MT 59771-1230
RE: Proposal to Provide 2014 CIP Field Survey Services
Mr. Murray:
The Allied team is ready to deliver excellent service and products to the City of Bozeman. We
have assembled a team of top-notch professionals who are experienced in topographic surveys,
survey map production, and construction staking projects in the City of Bozeman. Allied
Engineering Services, Inc. has the qualifications and experience that make us the best choice for
the City. Our team brings these important qualities:
• Senior level team members each with over 15 years of relevant experience.
o Project Manager and Civil Engineer, Paul Sanford — 17 years' experience, PE in
MT. Project manager and/or design engineer on subdivision, site plan,
water/sewer main extensions, and transportation projects in the City of Bozeman
since 1997.
o Lead Field Surveyor, Kyle Thompson — 32 years' experience, LS in MT. Lead
surveyor for numerous City of Bozeman projects and other private infrastructure
projects in the City of Bozeman.
• Recent work for the City including the Bozeman Creek Hydraulic Model, North 71h
Avenue Improvements Project, Kagy Road Repair, and the Intermodal Facility.
Our team is available and eager to make your project a top priority and to provide excellent
customer service. Thank you for the opportunity to present our proposal.
Sincerely,
Allied Engineering Services,Inc.
Paul Sanford
j 1�_,/2014.07.02 14:47:02
-06'00'
Paul Sanford, PE
Project Manager
enc: 5 hard copies of the proposal
www.alliedengineering.com
ALLIED NGWEERINQ 2014 CIP Field SurveyServices
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City of Bozeman, Montana
Proposal to Provide 2014 CIP Field Survey Services
Contact Information Prepared for:
Paul Sanford, PE
psanford@alliedengineering.com City of Bozeman
c/o City Engineer
Allied Engineering Services, Inc. P.O. Box 1230
32 Discovery Drive Bozeman, MT 59771-1230
Bozeman, MT 59718
Ph: (406) 582-0221
Fax: (406)582-5770
www.alliedengineering.com
Table of Contents
Section Page
1.0 Project Management Chart
2.0 Proposed General Time Schedule
3.0 Current Workloads of Project Team
4.0 Firm Qualifications
Qualifications of Professional Personnel to be Assigned
tothe Project....................................................................1
Related Experience on Similar Projects......................................1
Capability to Meet Project Time and Budget Requirements............2
Location of Firm in Relation to Project.......................................2
Present and Projected Workloads.............................................2
Recent and Current Work for the City of Bozeman.......................2
5.0 Company Brochure
6.0 Non-Discrimination Affirmation Form
Appendices
Appendix 1 - Resumes for Key Personnel
Appendix 2 -Selected Project Descriptions
32 Discovery Drive Bozeman,Montana 59718 . Ph:(406)582-0221 . Fax:(406)582-5770
299 Prairie Drive.Stanley,North Dakota 58784.Ph.(701)628-0221 .www.alliedengineedng.com
ALLIED
ENGINEER/NO Section 1
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1.0 Project Management Chart
Allied Engineering Services, Inc.will provide all services for this project. Paul Sanford,will serve as the Project Manager and lead
point of contact with the City of Bozeman. Paul is a senior project manager for Allied Engineering with 17 years of experience
including projects for the City of Bozeman and water, sewer, stormwater and street improvement projects.
Paul will provide QC and final review for all work products submitted to the City. The project management chart below illustrates
our team structure for the City of Bozeman 2014 CIP Field Survey project.
Kyle Thompson, LS,will serve as the surveyor of record and lead surveyor for the project. Kyle is the co-survey department head
and survey crew chief for Allied Engineering. He has 30 years of experience as a land surveyor including hydraulic surveyors, legal
surveys, topographic mapping, and construction staking.
City of Bozeman
Engineering Division
PROJECT
Greg Finck, LS Paul Sanford, PE Paul Sanford, PE
Topographic Survey Drafting Construction Staking
Kyle Thompson, LS Ken Olson Kyle Thompson, LS
Ryan Dee, LS
Rory Romey, El
32 Discovery Drive Bozeman,Montana 59718 . Ph:(406)582-0221 Fax:(406)582-5770
299 Prairie Drive.Stanley,North Dakota 58784.Ph.(701)628-0221 .www.alliedengineering.com
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Section 2
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2.0 Proposed General Time Schedule
Table 1 below shows our proposed schedule for the work tasks described in the RFP. This schedule assumes that the project is
awarded and work can begin on July 21,2014.
Table • . • . General Time Schedule
Task M
1.Topographic Survey July 21, 2014 August 8, 2014
2. Develop Site Maps August 11, 2014 August 22, 2014
3.Quality Control(QC) August 18, 2014 August 29, 2014
4. Submit Deliverables September 2,2014 September 5,2014
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299 Prairie Drive.Stanley,North Dakota 58784.Ph.(701)628-0221 .www.alliedengineering.com
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3.0 Current Workloads of Project Team
Table 2 illustrates our team's present workload and projected workload for the time period of July 2014 to December 2014. The
percentages shown reflect our estimated commitment to other projects.
Table 2. Present and Projected Workloads of Project Team
IL Urojected Workload Commitments
Present • . . -
Memberam LIE Ad
July 2014-December 2014
• r to Existing Proje
• . r
Paul Sanford 70 50
Kyle Thompson 70 40
Greg Finck 90 80
Ryan Dee 0 30
Ken Olson 80 50
Refer to Section 4 of this proposal for discussion on our capability to meet project time and budget requirements.
32 Discovery Drive . Bozeman,Montana 59718 . Ph:(406)582-0221 . Fax:(406)582-5770
299 Prairie Drive.Stanley,North Dakota 58784.Ph.(701)628-0221 .www.alliedengineering.com
ALLIED
ENGINEINC.ERING Section 4
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4.0 Firm Qualifications
Section 4 is organized to follow the selection criteria outlined in the RFP.
Qualifications of Professional Personnel to be Assigned to the Project
Allied Engineering has an experienced staff of land surveyors and AutoCAD experts that have provided accurate surveys for a wide
array of projects.Table 3 below provides a summary of the roles. qualifications, and expertise of our key project team members.
Table 3. Summary of •ject Team Individuals
Role Qualifications
Paul Sanford Project manager and primary point of PE (MT); MS Civil Engineering
contact; QC for all submittals to the City 17-years experience
Kyle Thompson Lead Field Surveyor PLS (MT)
32-years experience
Greg Finck Principal Surveyor PLS (MT)
32-years experience
Ryan Dee Field Surveyor PLS (MT)
10-years experience
Ken Olson Senior Drafter 38-years experience
In addition to the key project team individuals listed in Table 3, Allied Engineering has additional staff to support the project,
including: several junior engineers with field survey experience and drafting capabilities; and administrative support staff.
Related Experience on Similar Projects
Allied Engineering has a history of delivering excellent professional surveying services for municipal infrastructure
and other public projects. Table 4 illustrates our experience providing professional surveying services for projects
similar to those that will be undertaken by the City of Bozeman. Our Project Manager for this project, Paul Sanford,
has worked on many of these projects in his 17 years working in Bozeman.
Table - • Experience on •
Project •An eft, Length of Survey TS SWIM
City of Bozeman Public Library City of Bozeman NA X X X
2012 CIP for Bozeman School District City of Bozeman NA X X X
City of Bozeman Water Main Extension-Solvent Site City of Bozeman 3 Miles X X X
City of Bozeman Sanitary Sewer Outfall for Meadow City of Bozeman 3.5 Miles X X X
Creek Subdivision
North 7th Avenue Urban Renewal District Improvements City of Bozeman NA X X
Big Sky Water Improvements and Sewer Outfall Big Sky Water and 10,000 Feet X X X
Transmission Main Sewer District
City of Belgrade Sanitary Sewer Outfall for City of Belgrade 7400 Feet X X X
Las Campanas Subdivision
City of Belgrade Sidewalks City of Belgrade 4500 Feet X X X
Bozeman Creek Hydraulic Model City of Bozeman 4800 Feet X X
Bozeman Creek Tributaries FEMA Re-Study FEMA 18.5 Miles X X
Black Bull Subdivision Private NA X X X
Hidden Village Road,Water, and Sewer Rehabilitation Hidden Village HOA NA X X X
West Fork Meadows Road Reconstruction West Fork HOA NA X X X
Boulder Main Street Reconstruction MDT 0.6 Miles X X
32 Discovery Drive . Bozeman,Montana 59718 . Ph:(406)582-0221 . Fax:(406)582-5770
299 Prairie Drive.Stanley,North Dakota 58784.Ph.(701)628-0221 .www.alliedengineehng.com
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Experience on •
Lowner J&ngLh
County Route 4 Preliminary Engineering Mountrail County, ND 11 Miles X X
Fairgrounds Road City of Hamilton, MT 3300 Feet X X X
*Note: In the last 3 columns of the table, TS =Topographic Survey, SM=Site Map, CS = Construction Staking
Capability to Meet Project Time and Budget Requirements
While all of the members of the Project Team expect to have obligations to other projects during the project schedule,
their anticipated availability is more than sufficient to expend the hours required to complete the scope of work.
Our current workload for the team over the remainder of 2014 is less than 50% of capacity. Our project team has
the availability to make this project a top priority, to complete the work on or before the desired completion date, and
to provide excellent customer service.
Location of Firm in Relation to Project
The Allied Engineering Bozeman office is located at 32 Discovery Drive, Bozeman, MT,
59718. Our office is located a short 7-minute drive to the City Engineering Division office
located at 20 East Olive. All work will be completed with staff located in the Bozeman office.
Present and Projected Workloads
Please refer to Section 3 of the proposal.
Recent and Current Work for the City of Bozeman
Table 5 presents our recent work for the City of Bozeman. The projects at the bottom of the table were completed in the early
2000's.
Table 5. Recent and Current Work forof Bozeman
Lwimffi� Team Members
Cottonwood Road Reconstruction-Huffine to Fallon Paul Sanford; Kyle Thompson
City of Bozeman Development Review Term Contract Paul Sanford
Bozeman Creek Hydraulic Model Paul Sanford; Kyle Thompson
North 7th Avenue Lighting, ROW and Preliminary Design Paul Sanford; Kyle Thompson
North 7th Avenue Phase 1 Sidewalk Improvements Paul Sanford; Kyle Thompson
Intermodal Facility (Parking Garage) Other AESI Staff
Water Facility Plan Other AESI Staff
Public Library Paul Sanford; Kyle Thompson
Kagy Road Repairs OtherAESI Staff
New City Hall Renovation Testing and Inspection Other AESI Staff
Solvent Site Water Main Extension Paul Sanford
Transfer Station Design Paul Sanford,
Wheat Drive Improvements Paul Sanford
Paul Sanford, our team's project manager,was the project manager on several recent projects for the City of Bozeman.
32 Discovery Drive . Bozeman,Montana 59718 . Ph:(406)582-0221 . Fax:(406)582-5770 2
299 Prairie Drive.Stanley,North Dakota 58784.Ph.(701)628-0221 .www.alliedengineering.com
NON-DISCRIMINATION AFFIRMATION FORM
Allied Engineering Services, Inc.
[name of entity submitting]hereby affirms it will not discriminate
on the basis of race, color,religion,creed,sex,age,marital status,national origin,or because
of actual or perceived sexual orientation, gender identity or disability in the performance of
work performed for the city of Bozeman,if a contract is awarded to it,and also recognizes the
eventual contract,if awarded,will contain a provision prohibiting discrimination as described
above and that this prohibition shall apply to the hiring and treatment of the
Allied Engineering Services, nc.
name of entity submitting]employees and to all subcontracts it
enters into in performance of the agreement with the ci of Bozeman.
V7/2/2014
Signature of Bidder:
Vice President
Person authorized to sign on behalf of the bidder
Paul J. Sanford, PE, MSCE, CFM
ALLIED Principal • •Civil & Hydraulic Engineer Project Manager
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Professional History
Allied Engineering Services,Inc.,Bozeman,Montana,1997-Present: Mr.Sanford,
a Registered Professional Engineer, has over 16 years of applied experience in civil
engineering. He has extensive experience and expertise in water resource projects
including hydrologic/hydraulic analysis, modeling, and design; hydraulic structures;
dam rehabilitation; streambank stabilization; stream restoration; flood studies; and
stormwater analysis, modeling, and design. He is an expert building hydraulic and
hydrologic models using software programs such as HEC-RAS, HEC-HMS, Hydraflow
Storm Sewers, Culvert Master, and FlowMaster to model complex water resource
projects. Mr. Sanford is experienced and effective at coordinating and directing large
projects with multiple stakeholders including environmental advocacy groups,regulatory
agencies,contractors,sub-consultants,and the public. In addition to his water resources
experience, Mr. Sanford has designed miles of large diameter municipal pipelines,
designed several pedestrian transportation projects; and designed miles of both urban
and rural roadways. He is a shareholder of Allied Engineering and frequently serves on
the Board of Directors.
Montana Dept. of Transportation (MDT), Bozeman, MT, 1995 - 1996: Mr. Sanford
Registration performed design work for overlay projects on Interstate 94 near Hysham Hills and
Professional Engineer: Interstate 90 in Livingston. While at MDT, Mr. Sanford also logged over 750 hours on
Licenses: MicroStation while coin letin
Montana 12580 PE P g project drawings and MDT detailed drawings.
Colorado 40454 PE
Idaho 12331 PE City of Great Falls,Great Falls, Montana,Summer Internship 1994
Texas 104270 PE
Wyoming 10950 PE Project Experience
Wisconsin 39318-6 PE
City of Bozeman Water Main Extension — Solvent Site, Bozeman, MT: Provided
Certified Floodplain Manager design for approximately 3 miles of new city water main(ductile iron)to service an area
(CFM) north of Bozeman impacted by a contaminated groundwater plume. Assisted in the
I
Education topographic survey using GPS equipment.
Montana State University Bozeman Creek Hydraulic Model, Bozeman, MT: Project manager and hydraulic
B.S.Civil Engineering 1996
engineer for a 1 mile hydraulic study of Bozeman Creek through downtown Bozeman.
Montana State University Running through the heart of the City of Bozeman, Bozeman Creek has been narrowed
M.S.Civil Engineering 1997 and straightened, its banks armored with rock and concrete, its riparian vegetation
removed or reduced to a thin green line. A coordinated effort led by community
Organizations organizations,city,state,and federal partners,consulting professionals and landowners
Association of Montana began in 2010 with a vision to create a naturally functioning and connected creek
Floodplain Managers(AMFM) corridor with healthy riparian areas and floodplains. To serve as a planning,design,and
permitting tool for on-going and future channel and habitat enhancement projects, Mr.
Association of State Floodplain Sanford led the effort to create a HEC-RAS hydraulic model of Bozeman Creek through
Managers(ASFPM) downtown Bozeman.
Montana Association of Dam and
Canal Systems(MADCS) North 7th Avenue Improvements,Bozeman,MT:Mr.Sanford was the project manager
for this corridor planning and infrastructure improvements project. He worked closely
with the North Seventh Avenue Urban Renewal District to plan for the beautification and
redevelopment of North 7th Avenue. The initial phase of the project focused on sidewalk
construction, infill, and safety upgrades. Mr. Sanford was also Engineer of Record for
Phase I - Sidewalk Infill project involving over 800 feet of new sidewalk, embellished
sidewalk intersections, and a bus stop
Bozeman Creek and Tributaries FEMA Re-Study, Bozeman, MT: Project manager
for sub-consultant survey contract to survey 18.5 miles of stream capturing hydraulic
structures and cross-sections. The extensive survey included over 200 structures and
500 cross-sections that will provide the basis for a detailed hydraulic model All data
was obtained and submitted according to FEMA standards.
Page 1
Paul J . Sanford, PE, MSCE, CFM
ALLIED Principal • •Civil & Hydraulic Engineer Project Manager
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Project Manager on Various Civil Infrastructure Design and Construction
Management Projects in Gallatin County, 2004 — 2006: Managed over 1 million
dollars in civil design, surveying, inspection, and construction management fees for
Publications construction projects totaling 6.4 million dollars.
"Modeling a Concrete Block
Irrigation Diversion System",w/ Milwaukee Road Rail Trail,Bozeman,MT.Provided hydraulic analysis and assistance
Joel Cahoon,and Tom Hughes, with floodplain mapping and permitting for the Milwaukee Road Rail Trail project. The
Journal of the American Water
Resources Association,Vol.34, trail crosses the Mill Ditch Diversion, a FEMA mapped flooding source,at two locations.
No. 5, October 1998, Bridges were sized at these locations to ensure that the calculated post-development
100-year water surface elevation at both locations was no more than one-half foot
Presentations higher than the corresponding pre-development 100-year water surface elevation. The
Flood Studies, 2004 Association jurisdictional floodplain was also overlaid upon the existing ground digital terrain model
of Montana Floodplain Managers to show the locations where the trail encroached upon the floodplain.
(AMFM)Conference, Big Sky, MT
Kalispell Storm Drainage Project, Kalispell, MT: Principal-In-Charge for two storm
SH Diversion Dam Removal, 2009 drainage retrofit projects within the City of Kalispell. The drainage problems were a
AMFM Conference, result of subdivision development within the City. Responsible for providing overall
Great Falls. MT project direction to staff and quality assurance/quality control The construction cost
Lecturer at 2009 Lorman Seminar was$280,000.
titled"Current Issues in Storm
Water Regulation in Montana", MDT Boulder Main Street, Boulder, MT: Provided hydrologic/hydraulic analysis and
Billings, MT design for Main Street storm drain system containing over 3000 feet of storm drain.
Also designed a 2500-foot storm outfall line and settling pond. Additionally,a number of
LOMR Case Studies, 2010AMFM stormwater/irrigation crossings involving complex flow splits and headwater limitations
Conference, Chico, MT were designed.
Riprap Design Short Course, MDT US Highway 93, Arlee, MT: Provided hydrologic/hydraulic analysis and design
2010 Montana Association of Dam
and Canal Systems Conference, for seven miles of highway reconstruction. Included urban storm drain design for the
Billings, MT Town of Arlee in addition to a complex hydraulic/hydrologic analysis for Agency Creek
crossing. Several large diameter culvert crossings were designed in addition to a fish
Teton Creek Restoration. 2011 ! passage and wildlife crossing culvert for the Agency Creek crossing. Hydraulic and
AMFM Conference, geometric design for numerous irrigation canals crossing the highway was also provided.
Lewistown. MT
Rock Riprap Bank Stabilization, Spain-Ferris Ditch Company: Provide review of development plans and impacts to
2012 AMFM Conference, the Spain-Ferris canal for the Spain-Ferris Ditch Company. Common impacts include
Kalispell. MT proposed underground utility crossings, road crossings, culverts, bridges, changes
in adjacent land use, and nearby stormwater facilities. Work closely with the ditch
Clearwater River Fish company to ensure that plans and specifications proposed by engineers and developers
Barrier Removal&Channel adequately protect the canal system and its water users.
Reconstruction, 2014 AMFM
Conference, Billings. MT Black Butte Ranch Bridge, Gallatin County, MT: Engineer-of-record for a bridge
replacement project in Yellowstone National Park. Designed hydraulic opening, scour
protection, road approach geometry and bridge geometry for the 80-foot span pre-
fabricated steel bridge.
Provided hydraulic analysis and assistance with floodplain mapping and permitting for
the Milwaukee Road Rail Trail project. The trail crosses the Mill Ditch Diversion, a
FEMA mapped flooding source,at two locations. Bridges were sized at these locations
I to ensure that the calculated post-development 100-year water surface elevation
at both locations was no more than one-half foot higher than the corresponding pre-
development 100-year water surface elevation. The jurisdictional floodplain was also
overlaid upon the existing ground digital terrain model to show the locations where the
trail encroached upon the floodplain.
Teton Creek Restoration, Teton County, ID: Engineer-of-Record for restoration of a
one mile reach of Teton Creek near Driggs Idaho. The design consisted of recreating a
multi-thread channel(5,700 and 2,200 feet of main and secondary channels)set within
10 acres of newly shaped inset floodplain designed to convey the 100-yr flood. The
project involved extensive earthwork(re-grading 35,000 cubic yards of gravel),a variety
Page 2
Paul J . Sanford, PE, MSCE, CFM
ACUED � Principal • Civil & Hydraulic Engineer • Project Manager
!!lvicn,ENGe V(i INC. c
5
of bank protection using woody material and coir fabric; constructed riffles to maintain
grade; woody material anchored across the new Floodplain to slow water velocity and
create habitat;and re-vegetation of 6 acres using salvaged soils, seed and propagules.
Continuing Education National Highway Institute 5-day Construction is on-going in phases with final completion slated for 2013.
HEC-RAS Seminar,October Mr. Sanford acted as project manager for Allied Engineering who served as a sub-
1997. consultant to Mainstream Restoration. Mr. Sanford oversaw the hydraulic calculations,
American Water Resources HEC-RAS modeling, grading design, and drafting for this stream restoration project.
Association (AWRA)Annual The Boggy Creek drainage is fully developed and exhibits instability caused by a variety
Conference,October 2000 of infrastructure encroachments. The restoration design included two reaches totaling a
mile of stream. Estimated restoration cost is$5.9 million.
Project Managers Bootcamp
2-Day Seminar, March 2000 Baxter Meadows Subdivision, Bozeman, MT: Designed over 4,300 lineal feet of
concrete storm sewer and detention ponds for Phase I of the Subdivision. Provided
Montana Section-American hydrologic/hydraulic analysis for stream culverts within the Subdivision.
Water Works Association and
Montana Water Environment Laurel Glen Subdivision, Bozeman, MT: Provided hydrologic and hydraulic analysis
Association-Annual Conference, for a Flood Hazard Assessment for the subdivision. Used HEC-RAS software to size
April 2001
culverts and to determine the post-development Floodplain for approximately 3800 feet
Association of Montana of Baxter Creek within the subdivision. Also designed the storm sewer system for phase
Floodplain Managers—Annual I of the subdivision.
Conference-2002,2003, 2004,
2006,2007, 2009, 2010,2011, Las Campanas Subdivision, Belgrade, MT: Project Engineer for a 290 lot subdivision
2012,2013,2014 occupying 62 acres. This 3.5 million dollar project involved water, sewer, and storm
drainage design including design of 7400 feet of 21-inch sewer outfall main through
DNRC Floodplain Hydraulics Using HEC-RAS,2.5 Day Course, existing urban area including jack&bore crossings at a railroad and highway. Designed
2011 a stormwater bypass channel to intercept run-on from a 2 square mile basin upstream
of the subdivision.
Meadow Creek Subdivision Sewer Outfall,Bozeman, MT: Project Engineer for a 2 9
million dollar sanitary sewer main installation project consisting of over 3.5 miles of 15
to 27 inch sanitary sewer main. The pipeline crosses through both undeveloped land
as well as through developed portions of the City of Bozeman. Environmental permits
were obtained for a creek crossing and for erosion and sedimentation control. Extensive
coordination with other engineering firms as well as with the contractor and City was
required as the alignment crossed through developing portions of the City.
Big Sky Water Improvements — Phase I, Big Sky, MT: Provided design for
approximately 4,000 feet of new ductile iron water main for the Big Sky County Water
and Sewer District No. 363.
Southfork Subdivision, Phase II, Big Sky,, MT. Provided inspection services for the
construction of water and sewer mains and roads for a 25-lot major subdivision Also
performed construction staking and contract administration.
John Rian Addition, Stanley, ND:Engineer for design of roads, sanitary sewer, water
and storm drainage infrastructure for the 170-acre John Rian Addition in Stanley, ND,
Mr. Sanford provided design criteria and oversight to staff engineers for the design
of infrastructure. He also developed the technical specifications for the project and
assisted with the engineers reports and cost estimates for the Special Improvements
District.
Stanley Sewer Outfall — Stanley, ND: Lead staff engineer for the design of a 3,800
foot long 10-inch sanitary sewer outfall in Stanley, ND The project involved jack and
bore crossings of a paved Township road and the BNSF Railroad Mr Sanford provided
design criteria and oversight to staff engineers for the design of the outfall He also
assisted with cost estimation and railroad permitting.
Page 3
Greg Finck, LS
ALLIED - Principal Land Surveyor
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Professional History
Allied Engineering Services, Inc., 2002 - Present: Principal Surveyor and
Project Manager for Allied Engineering Services, Inc. Mr. Finck has over 30
years experience as a land surveyor. He has been involved in land use design
and construction projects from the initial scope determination to final plan
sheet production. He is a project manager of major and minor subdivisions and
has extensive experience interacting and coordinating with local governmental
agencies, including planning, review of exemptions and subdivision review.
He also coordinates and conducts surveying projects involving boundary,
topographic and construction surveys, utilizing both GPS and conventional
instrumentation. He is directly responsible for the preparation of Subdivision
Plats, Certificates of Surveys and topographic maps.
Allen and Associates, Bozeman, Montana, 1997-2002
Gresham, Smith and Partners, Nashville Tennessee, 1994 - 1997
Allen and Associates, Bozeman, Montana, 1990- 1994
Gaston Engineering, Bozeman, Montana, 1988- 1989
Registration
Professional Land Surveyor: Project Experience
13174-LS Montana
LS-7091 -North Dakota Las Campanas Subdivision, Belgrade, Montana: Project manager for
a 290-lot subdivision in Belgrade. Issues included off-site run on of storm
Education Peninsula College drainage, the need to increase sewer capacity downstream and off-site of the
Port Angeles,Washington. subdivision, and traffic issues for Highway 10, railroad crossings, and local
Forestry Tech degree,with streets. Mr. Finck coordinated the engineering, surveying, and public process
extensive study in surveying for the subdivision and the annexation.
Graduated 1983
West Babcock Right-of Way Evaluation: City of Bozeman, Gallatin County
Montana. Hired by Gallatin County to research existing records at the clerk
Organizations and recorders office and field verify existing property pins, to determine if the
Montana Association of existing right-of-way is by petition, dedication or by use and verify the existing
Registered Land Surveyors width.
(MARLS)
Lostwood Road Reconstruction, Mountrail County, ND: Oversaw and
performed boundary, topo, and control survey for the design and right of way
acquisition for the reconstruction of 11 miles of county road upgraded to paved
two lane highway configuration.
Valley Grove Subdivision, Gallatin County, Montana: Boundary, staking
and final platting of a 300+ lot single-family residential development.
Painted Hills Subdivision, Bozeman Montana: Boundary, staking and final
platting of a 100+ lot single-family residential development.
Summer Ridge Subdivision, Gallatin County Montana: Boundary, staking
and final platting of a 100+ lot single-family residential development.
Bridger Creek Ranch, Bridger Canyon, Gallatin County, Montana:
Boundary, and final platting of multiple 20+ acre residential tracts in a
mountainous development.
Baxter Meadows P.U.D. Subdivision: City of Bozeman, Gallatin County
Greg Finck, LS
ALLIED Principal Land Surveyor
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Montana. Professional Surveyor in charge of Platting a large residential and
commercial Subdivision and creating off-site public water, sewer and street
easements, interacting with City of Bozeman Planning, Engineering and Legal
staff.
Gallatin Center P.U.D. Subdivision: City of Bozeman, Gallatin County
Montana. Professional Surveyor in charge of Platting, Public Easement
Documents and A.L.T.A. Survey on a large Commercial Subdivision working
directly with the City of Bozeman Planning, Engineering and Legal staff.
Multiple Minor Subdivisions, Certificates of Survey, and Section
Breakdowns: All field work, calculations, drafting, platting and local
governmental review of various projects throughout the Gallatin Valley and
surrounding area.
Ross Road South(90th Ave NW),Mountrail County,North Dakota&Belden
Road East (51st Street NW), Mountrail County, North Dakota: Project
Surveyor for the horizontal and vertical design, and Right-of-Way/boundary
line determination elements of this project, consisting of the reconstruction of
9.1 miles of Mountrail County road CMC 3115 located west of Stanley. Field
Surveyor in charge of rural existing right-of-way/boundary line determination,
Real-time Kinematics (RTK) GPS topographic survey processing to North
Dakota State Plan Coordinate System.
Hill Place, Belle Meade, Tennessee: Land Surveyor in charge of the
boundary,staking and final platting of an upscale residential gated community.
Dialysis Clinics,Nashville,Tennessee: Land Surveyor in charge of boundary
surveys,ALTA surveys and platting of multiple clinic sites in the Nashville area.
Nashville-Downtown Renovation: Boundary and Topographic survey of four
Blocks of Downtown Nashville, Historic District street scape renovation.
I
Kyle I . Thompson, LS
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Professional History
Allied Engineering Services, Inc., 2002 — Present: Mr. Thompson is the
Co-Survey Department Head and Survey Crew Chief for Allied Engineering
Services, Inc. With 25 years experience as a land surveyor, he is involved in
land use design and construction projects from the initial scope determination
to final plan sheet production. He performs extensive interaction and
coordination with local governmental agencies, including planning, review
of exemptions and subdivision review, coordinates and conducts surveying
projects involving boundary, topographic and construction surveys, utilizing
both GPS and conventional instrumentation. He is directly responsible for the
preparation of Subdivision Plats,Certificates of Surveys and topographic maps.
Mr. Thompson is a noted expert of GPS surveying and his responsibilities also
include post processing GPS field data, down loading data from controllers
using TDS software, and uploading data into Land Development System for
engineering design work.
Registration
Professional Land Surveyor: Morrison-Maierle, Inc. Bozeman, Montana, 1991 —2002
13108-LS Montana
LS-6986, North Dakota Gaston Engineering, Bozeman, Montana, 1990— 1991
Montana Department of Highways, Montana, 1989— 1991
Education Sorenson & Company Engineering, 1988 - 1989
Montana College of Mineral Survey Companies, Summers 1985- 1988
Science and Technology
Shell Exploration (Surveyor), 1982- 1985
United States Marine Corp., 1978-1982
Organizations
Montana Association of Related Project Experience
Registered Land Surveyors p
(MARLS)
NDDOT:NO 23,5 Mile W of Jet NO 1804—New Town,ND: Assistant Project
Surveyor for this NDDOT construction engineering project in the summer of
2013.
NDDOT: US 2, Munic Sect to 0.3 Mile E of Ray—Ray, NO: Assistant Project
Surveyor for this NDDOT construction engineering project in the summer of
2013
County Route 4 (74th Ave NW), Mountrail County, North Dakota: Mr.
Thompson is the Project Surveyor for the horizontal and vertical design, and
Right-of-way acquisition/boundary line determination elements of this project,
consisting of the re-construction of 11 miles of Mountrail County road located
north of Lostwood. Field Surveyor in charge of rural existing right-of-way/
boundary line determination, GPS Static Control, and topographic survey
processing to North Dakota State Plane Coordinate System.
Ross Road South (90th Ave NW), Mountrail County, North Dakota. &
Belden Road East(51st Street NW), Mountrail County, North Dakota: Mr.
Thompson is the Project Surveyor for the horizontal and vertical design, and
Right-of-way/boundary line determination elements of this project, consisting
of the re-construction of 9.1 miles of Mountrail County road CIVIC 3115 located
Kyle I . Thompson, LS
ALLIED Land Surveyor Project Manager
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west of Stanley. Field Surveyor in charge of rural existing right-of-way/
boundary line determination, Real-time Kinematics (RTK) GPS topographic
survey processing to North Dakota State Plane Coordinate System.
MDT,Butte District,Montana: Field Surveyor in charge of rural and municipal
existing right-of-way/boundary line determination, RTK GPS and conventional
Total Station topographic surveys to MDOT State Plane Coordinate System
Criteria. Completed property corner and right-of-way surveys, existing right-
of-way establishment and river cross-section data acquisition and reduction.
City of Helena Storm Drainage Survey: Project Surveyor for Helena Storm
Drainage Master Plan. Surveyed a large portion of the Cities storm drainage
infrastructure using GPS equipment. Survey Data was used by our client to
analyze and model the storm drainage system within the City.
Montana Department of Transportation, Bozeman, Montana, 2001:
Conducted research, GPS Static Control, and topographic survey of portions
of Hwy 10 between Bozeman and Manhattan under MDT standards.
Yellowstone River Flood Study, Livingston Montana, 2003 — 2004:
Performed cross-sections using GPS and conventional means along Private
Rip Rap sections of the river for the study of its movements and to see if work
should be needed to fix the erosion of the fill in the future.
Bridger Creek Golf Course and Subdivision, Bozeman, Montana: Field
Survey Supervisor in charge of boundary surveying, site mapping and
construction staking for a 200+ lot single-family residential development.
Las Campanas Subdivision, Belgrade, Montana: Survey construction
manager for a 290-lot subdivision in Belgrade. Mr.Thompson coordinated the
survey staking included sewer, water, storm-drain, roads (subgrade to finish
grade and curbing)'and lot pinning for the subdivision.
Meadow Creek Subdivision, Bozeman, Montana: Project manager for a
500-lot subdivision in Bozeman. Issues included off site run and the need to
increase sewer capacity downstream and off site water to the subdivision. Mr.
Thompson coordinated the engineering, surveying, and public process for the
subdivision and the annexation.
City of Bozeman Water Main and Plant Rehabilitation (lower Hyalite dam
to water facility plant), Bozeman, Montana: Project Surveyor for locating
and obtaining locations of the existing water line and establish control for future
survey work. GPS static survey and post processing, coordinate topographic
surveying in and around the facility plant for design upgrade.
Big Sky Water and Sewer District No. 363, Montana: Project Surveyor for
a one million-gallon underground concrete water tank and transmission main
infrastructure. Duties include Survey manager for construction layout of water
main and tank location.
Ryan Dee, LS
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Professional History
Allied Engineering Services, Inc., 2014-Present: Ryan has recently joined
Allied Engineering as a project surveyor. He brings ten years of experience to
the company and a wide array of experience. His responsibilities will include
field survey and drafting.
Morrison-Maierle, Inc. Bozeman, Montana, 2004-2014
Project Experience
Big Sky Aerial Photography Control,Big Sky,Montana,Aerial Photography
Control Survey. Mr. Dee assisted as party chief for the G.P.S. control survey,
control point placement. Mr. Dee assembled survey deliverables. 2010.
Black Cow Subdivision, Roundup, Montana,Aerial Photography Control
Survey. Mr. Dee served as instrument operator for the G.P.S. control survey,
control point placement, and data reduction of a 2,000 acre tract of land on the
Musselshell and Yellowstone County line. Mr. Dee assisted in the preparation
of survey deliverables. 2009
City of Bozeman, Montana, East Peach Street Rehabilitation Project. Mr.
Registration Dee currently serves as party chief for the GPS control survey, retracement of
Professional Land Surveyor: existing townsite surveys, topographic surveys and mapping of the East Peach
32875-LS Montana Street Corridor. Mr. Dee assists in performing the mapping and boundary.
2011-2012
Education
BA Business Management City of Bozeman, Montana, Lamme Street Rehabilitation Project. Mr. Dee
2004 served as Party Chief for topographic surveys and mapping of the Lamme
Land Survey Certificate, Street Corridor. Mr. Dee assisted in the mapping, and assembly of survey
University of Wyoming deliverables. 2007-2008
2009 Cell Tower Surveys: Northern Cheyenne Indian Reservation, Montana:
Organizations Assisted in the survey of 13 cell tower sites on the Northern Cheyenne Indian
Montana Association of Reservation, including research, GPS Static (OPUS), topography, and corner
Registered Land Surveyors ties to the Public Land Survey System. 2008
(MARLS)
Oil and Gas Well Surveys: Shields Valley and Scobey, Montana: Served
as party chief and instrument person for GPS retracement/dependent, and
topographic survey.Assisted in the recovery or reestablishment of Public Land
Survey System corners, and calculating correct quantities for pad material.
2008
US Army Corps of Engineers, Omaha District, Lake Audubon Boundary
Survey: Garrison, North Dakota: Working with Eisenbraun & Associates,
Inc., served as party chief and instrument person for GPS control survey,
retracement, and dependent resurvey of federally owned lands, located in
various portions of 33 sections around Lake Audubon.Assisted in the recovery
or reestablishment of Public Land Survey System corners. 2007
State of Montana, Department GCDB Enhancement: Eastern Montana:
Working with Premier Data Services, provided GCDB Enhancements in 10
townships in eastern Montana. Served as party chief and instrument person,
conducting research, corner search, and GPS observations of Public Land
Survey System corners. Utilized GPS static (OPUS) and RTK methods of
survey for land corner observations. 2007
Page 1
ALLIED
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Bozeman, Montana
Running through the heart of the City of Bozeman, Bozeman Creek has been
Client Reference narrowed and straightened, its banks armored with rock and concrete, its
Phase 1: riparian vegetation removed or reduced to a thin green line. A coordinated
Tammy Crone effort led by community organizations, city, state, and federal partners,
Gallatin Local Water Quality Dist. consulting professionals and landowners began in 2010 with a vision to create
215 West Mendenhall, Suite 300
Bozeman, MT 59715 a naturally functioning and connected creek corridor with healthy riparian
(406)582-3168 areas and floodplains. To serve as a planning, design, and permitting tool
tammy.crone@gallatin.mt.gov
for on-going and future channel and habitat enhancement projects, Allied
Phase 2: Engineering created a HEC-RAS hydraulic model of Bozeman Creek through
Brian Heaston, Project Engineer downtown Bozeman.
City of Bozeman
PO Box 1230
Bozeman, MT 59771-1230 The hydraulic model was geo- e
(406)582-2280
referenced using HEC-GeoRAS and 1;
bheaston@bozeman.net eman. -�
included several bridges and other
Project Coordinator: hydraulic structures. Additionally,
Gary Weiner, Resource Allied Engineering determined natural
Management Specialist
National Park Service bankfull channel geometry for the highly
4030 Sourdough Road altered stream system to serve as a
Bozeman,MT 59715 benchmark for future channel design. Finally, a proposed conditions model
(406)587-1667
gary_weiner@nps.gov was created to estimate the effects from naturalizing the channel geometry,
creating an inset floodplain,and replacing a small bridge with a larger structure
Completion Date for a small reach near City Hall. Key project features include:
2012 Ground survey: 64 cross sections and 11 bridges;
• Processing 2007 LiDAR data to establish a digital terrain model of
Firm's Contract Amount the floodplain:
Phase 1: $9,100 Development of an existing conditions model in NEC-RAS of roughly
Phase 2: $10,000
4800 feet of Bozeman Creek;
Project Personnel Development of a HEC-RAS model representing proposed channel
Paul Sanford, PE,CFM modifications; and
Rory Romey, El A comparison between the existing conditions model and the FEMA
Jennifer Johnson, El, CFM effective model.
Kyle Thompson, LS
Greg Finck, LS
Project Location
Latitude:45.675834' "
Longitude:-111.032050, •;w,r
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11-126 32 Discovery Drive . Bozeman,Montana 59718 . Ph:(406)582-0221 Fax:(406)582-5770
299 Prairie Drive . Stanley,North Dakota 58784 . Ph.(701)628-0221 . www.alliedengineering.com
ALLIED
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FEMA Re-Study
Bozeman, Montana
The DNRC selected Bozeman Creek, four of its tributaries, and the Mill Ditch
Client Reference Diversion for a floodplain re-study as part of FEMA's RiskMAP program. The
Client: work provides better flood mitigation planning tools and an update of the
Atkins flood hazard maps that were prepared in the 1970s and 80s using outmoded
Dan March, PE procedures. Allied Engineering served as a sub consultant to Atkins to provide
3810 Valley Commons Dr.,Ste.4
Bozeman, MT 59718 field survey for approximately 18.5 miles of stream. Field surveying was
406-624-3098 conducted to establish horizontal and vertical control, collect geometric data
Dan.March@atkinsglobal.com
for hydraulic structures, and characterize channel cross sections at numerous
Proiect Owner: locations. The extensive survey included over 200 structures and 500 cross-
Montana DNRC sections that will provide the basis for a detailed hydraulic model. All data was
Steve Story, PE
406-444-6664 obtained and submitted according to FEMA standards.
sestory@mt.gov
The following field survey work products were delivered to the DNRC:
Completion Date Field Reconnaissance Summary Report
2013 Field Survey Summary Report describing the field survey effort,
documenting the horizontal and vertical control, describing and
Firm's Contract Amount$49,770 providing the results of all QA/QC review steps, and certifying the
work
• Survey Notes
Project Personnel Paul Sanford, PE, CFM Hydraulic Structures Sketches and Data Sheets
Rory Romey, El Raw Survey Data from GPS and conventional equipment
Jennifer Johnson, El,CFM Metadata File complying with NRIP Metadata Profiles Specifications
Gary Fox, El
Kyle Thompson,LS Products as required by Appendix M of FEMA G&S
Project Location
Latitude:45.675834°
Longitude:-111.032050°
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12-118 32 Discovery Drive . Bozeman,Montana 59718 . Ph:(406)582-0221 Fax:(406)582-5770
299 Prairie Drive . Stanley,North Dakota 58784 . Ph.(701)628-0221 . www.alliedengineedng.com
ALLIED City of Belgrade SanitarySewer Outfall
ENGINEERING
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for Las Campanas Subdivision
j Belgrade, Montana
This project provided a second crossing of Main Street to accept flow originating
Client Reference from the subdivision as well as well as flow diverted from approximately 144
Evergreen Belgrade LTD.Co. acres of existing developed sanitary sewer collection area. The pipeline was
J.J. Mahoney&Associates, Inc. also sized to accept a sizeable collection area for future development south of
John J. Mahoney
3002 Rio Bravo S.W. the Interstate. A payback agreement for future tie-in was developed.
Albuquerque, New Mexico 87105
(505)877-7800 The existing collection system north of the subdivision did not have capacity
Owner Reference to handle the estimated flows generated by Las Campanas Subdivision. As
Doug Daniels, PE a result, a 21-inch sewer outfall line of 7,400 feet was required to handle the
Contract Engineer for Belgrade calculated subdivision flows as well as to provide future capacity forthe City.The
Daniels&Associates, Inc. sewer outfall design required extensive planning and design to accommodate
(406)388-1001
low gradients, interception of existing sewer mains and services, 220 feet of
Completion Date jack and bore under the railroad and U.S. Highway 10, an easement through
October 2005 Gallatin Field Airport,maintaining service at live connections to sewer mains and
services,and tie-in to one of the City's major sanitary sewer vaults. Additionally,
Construction Cost approximately 1,450 feet of the pipeline was located within an existing City street.
$850,000
The street was reconstructed following installation of the pipeline.
Project Personnel
Doug Chandler,PE, PhD Project Statistics
Paul Sanford, PE 7,400 LF of 21"PVC Sewer Outfall
Greg Finck,LS 220 Ft Jack&Bore(Hwy 10, RR)
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32 Discovery Drive . Bozeman,Montana 59718 Ph:(406)582-0221 Fax:(406)582-5770
120 S.Main St.,Lower Level.Stanley,North Dakota 58784.Ph.(701)629-0245 www.alliedengineedng.com
ALLIED Montana State University - FacultyCourt
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Water and Sewer Upgrades
Bozeman, Montana
Montana State University hired Allied Engineering to provide conceptual
Client Reference analysis,conceptual design of recommended infrastructure improvements,and
Karen Hedglin construction cost estimates for future development of the Faculty Court area
Formerly with MSU- located near the intersection of Faculty Court and South Fifth Avenue. The
Facility Services purpose of this project was to evaluate the potential water and sanitary sewer
1982 Stadium Dr.,Unit#1
Bozeman, MT 59715 upgrades required to accommodate the addition of two modular structures
(406)582-7668 to the Faculty Court area. In order to establish the recommendations, Allied
Engineering reviewed the MSU Water and Sanitary Sewer Facility Plans, the
Completion Date 2000 sanitary sewer TV videos and report,as well as other information obtained
On-going from MSU. A brief evaluation of dry utilities and storm drainage was also
performed. Additionally,the Allied survey team performed a field reconnaissance
Firm's Contract$16.925 and a topographic survey of the potential utility improvement corridors.
Project Personnel Previously in 2004, the water system of the entire City of Bozeman, including
Doug Chandler, PhD,PE the campus of MSU, was modeled in WaterCAD by Allied Engineering while
Paul Sanford,PE completing the City of Bozeman and MSU Water Facility Plans. This model was
Lee Evans,PE Julie Jacobson, PE adjusted accordingly to account for the proposed improvements and to ensure
those improvements achieved the fire flow requirements.
Deliverables for the project included a design report, conceptual drawing plan
set of proposed improvements, and a construction cost estimate.
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09-076 32 Discovery Drive Bozeman,Montana 59718 . Ph:(406)582-0221 Fax:(406)582-5770
120 S.Main St.,Lower Level.Stanley,North Dakota 58784.Ph.(701)629-0245 www.alliedengineering.00m
AoLLEED City of Bozeman SanitarySewer Outfall
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for Meadow Creek Subdivision
Bozeman, Montana
This project involved surveying, design, and construction services for over 3.5
Client Reference miles of 15 to 27 inch sanitary sewer main through the City of Bozeman. The
Chris Budeski, PE pipeline serves as the sanitary sewer outfall for the Meadow Creek Subdivision
Madison Engineering as well as a future trunk main for the City. The pipeline crosses through
517 South 22nd Ave.,Suite 4
Bozeman, MT 59718 both undeveloped land as well as through developed portions of the City of
(406)586-0262 Bozeman.
Owner Reference
City of Bozeman Environmental permits were obtained for a creek crossing and for erosion and
Bob Murray, PE sedimentation control. Extensive coordination with other engineering firms
Engineering Department as well as with the contractor and City was required as the alignment crossed
20 E.Olive-P.O.Box1230
Bozeman,Montana 59771 through developed portions of the City and through subdivisions in the midst of
(406)582-2280 construction. Allied also prepared easements including an easement through
Completion Date Montana State University land for portions of the pipeline not located in right-
2006 of-way.
Construction Cost
$2.9 Million
Project Statistics
Project Personnel 1,843 LF of 15"PVC Sewer Main
Paul Sanford,PE 8,786 LF of 21"PVC Sewer Main
Kyle Thompson, LS 5,167 LF of 24"PVC Sewer Main
Brock Athman, PE 2,676 LF of 27"PVC Sewer Main
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04-170.50 32 Discovery Drive Bozeman,Montana 59718 . Ph:(406)582-0221 Fax:(406)582-5770
120 S.Main St.,Lower Level.Stanley,North Dakota 58784.Ph.(701)629-0245 www.alliedengineedng.com
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ENGINEERING °
SERVICES, INC.
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Bozeman Office: Stanley Office:
32 Discovery Drive 299 Prairie Drive
Bozeman, Montana 59718 Stanley, North Dakota 58784
Phone: 406-582-0221 Phone: 701-628-0221
Fax 406-582-5770
. www.alliedengineering.com
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