HomeMy WebLinkAbout16- Amendment 2 to PSA - Sanderson Stewart - Oak Street Improvements (Front Street Connector Trail)Attachment A
PROFESSIONAL SERVICES AGREEMENT
Amendment No. 2 — Oak Street Improvements (Front Street Connector Trail)
THIS AGREEMENT is made as of this MOLi./I fd , 2016, between
THE CITY OF BOZEMAN, a Municipal Corporatio , P.O. Box 1230 Bozeman, Montana,
59771-1230 (OWNER) and Sanderson Stewart, 106 E. Babcock, Bozeman, Montana, 59715
(CONSULTANT).
WHEREAS, the parties have entered into a Professional Services Agreement dated March 16,
2015, for design and engineering services, for the Oak Street Improvements Project; and
WHEREAS, Sanderson Stewart has provided preliminary design and survey work for the Front
Street Connector Trail, which will connect to the Oak Street multi -use path; and
WHEREAS, the parties desire to further amend the provisions of this Agreement.
NOW, THEREFORE, IN CONSIDERATION OF THE MUTUAL COVENANTS
CONTAINED HEREIN, the parties agree as follows:
The conditions and provisions set forth in the attached Scope of Work for the Front Street
Connector Trail are hereby incorporated in and made part of this agreement. The Scope of Services
and Consulting Fees are increased as per Exhibit A.
Payment:
Consultant shall complete design and engineering and construction administration services for
the Front Street Connector Trail project, as approved by Commission Resolution 4621A to be
funded by the Trails, Open Space, and Parks 2012 Bond in an amount not to exceed
$28,970.15.
Except as specifically amended herein, the original agreement shall remain in full force and effect and
the Parties shall be bound by all terms and conditions therein.
IN WITNESS WHEREOF, the parties hereto do make and execute this Agreement.
CITY OF BOZEMAN
BY:C'Q-L�4
(City Manager)
DATE: S — 2-,3 — 1,6
ATTEST:
SANDERSON STEWART
BY: E L L "
le: r
DATE: Slahb
BY: • ) 00
(City Clerk)
r �
2
SANDERSONr,@
STEWART
Exhibit A
Oak Street Improvements
Scope of Work — Front Street Pathway
5/6/16
Sanderson Stewart is pleased to provide this scope of work for the Front Street Pathway as an amendment to
the existing Oak Street Improvements contract. We understand the project generally includes survey, design,
permitting, and construction administration for an asphalt pathway extending east from the Oak Street/Rouse
Avenue intersection along Birch Street and the Front Street right-of-way and ending at Wallace Avenue for a
total length of approximately 1250 lineal feet. The project includes a bridge across Bozeman Creek and
sidewalk along Wallace Avenue will be extended to connect to the existing Story Mill Spur trail. A detailed list
of assumptions and scope of services for the project are outlined below.
Assumptions:
L KLJ is currently working on the Wallace Avenue improvements, which will overlap with the improvements
on the east end of this project. We will coordinate with them as needed throughout the design process,
but we understand that KLJ will design the realignment of the Kenyon Noble approach to Wallace as well
as the ADA accessibility ramps and crosswalk for the trail crossing on the north side of the approach. They
will also design the railroad crossing and Sanderson Stewart will design the additional sidewalk/trail to
make the connection between the north side of the railroad crossing and the Story Mill Spur Trail.
2. The bridge across Bozeman Creek will be prefabricated by Contech (or an approved equal) and it will be
acceptable to work with Contech engineers during the design phase. As sub -consultants to Sanderson
Stewart, STE Engineering will complete the structural design of the bridge foundation and Terracon will
complete the required geotechnical analysis.
3. Based on correspondence with Brian Heaston from the City of Bozeman, we understand that the proposed
Front Street pedestrian bridge will need to be permitted based on the draft new floodplain maps for
Bozeman Creek. The draft floodplain maps are currently under QA/QC review by FEMA and are
expected to be available within the next couple of months to be used as `Best Available Data". The new
floodway width at the proposed bridge crossing is approximately 65 feet wide based on the draft mapping.
If a floodway encroachment analysis determines that the new bridge crossing does not encroach upon the
floodway, a conditional letter of map amendment (CLOMR) is not required prior to construction; however,
a letter of map revision (LOMR) will likely be required after construction. We have assumed that the
floodway encroachment analysis determines that the bridge crossing will not encroach upon the floodway
in order to avoid the CLOMR process and simplify the floodplain permitting prior to construction.
312
4. After construction, a LOMR will be required. Based on correspondence with Brian Heaston, we
understand the LOIVIR would be based on the draft new floodplain maps for Bozeman Creek (not the
current effective floodplain maps).
Scope of Work:
Sanderson Stewart will provide the following services as part of its basic services:
Phase 1- Project Initiation
This phase of the project will include project initiation and planning tasks, including scoping, contract
preparation, meetings with the City of Bozeman and coordination with sub -consultants. All project
management tasks, client meetings and sub -consultant coordination for tasks beyond project initiation will be
allocated to the remaining project phases.
Phase 2 - Topographic Survey and Base Mapping
A detailed topographic survey of the pathway alignment will be conducted, including pre -survey research of
the property boundary and control information, setting control as needed, and a corner search to establish
right-of-way. Base drawings will be prepared/updated in Autocad format following the completion of the
topographic survey, and additional pick-up topo will be conducted as needed throughout the duration of the
project. Public and private utilities will be located prior to the survey via one -call for inclusion in base drawings.
The topographic survey phase Nvill also include up to eight (8) cross sections across Bozeman Creek for the
bridge design and hydraulic modeling for the LOMR. This assumes we can tie-in to cross section L (4766)
upstream and cross section 4023 downstream on the draft new floodplain map. We will prepare a survey base
map to be used for the floodplain permitting, hydraulic modeling, floodway encroachment analysis and LOMR.
We will also survey the as -built location of the bridge after construction to be used for the LOMR.
Phase 3 - Floodplain Permitting and LOMR
This phase consists of preparing the necessary floodplain permit documents for submittal to the City of
Bozeman and preparation of the hydraulic models that are required by FEMA for their review of the LOMR.
We will utilize the draft study data flow information provided by FEIVIA for the 10 -year, 50 -year, 100 -year, and
500 -year peak discharges. The LOMR will be based on the draft new floodplain maps and not the current
effective floodplain maps. This phase also consists of preparing the LOMR application (MT -2 application) for
review and approval by FEMA for the new bridge. This phase of the project includes the following tasks:
• Preliminary hydraulic modeling of bridge crossing to verify bridge span width and deck height based
on the new draft floodplain maps. We understand that an encroachment analysis will be required to
show that the bridge crossing does not encroach upon the floodway.
• Prepare Joint Application for Permitting in Montana Streams.
• Prepare Floodplain Exhibit showing floodplain fringe and floodway boundary and location of new
bridge.
313
• Provide details of bridge and abutment and abutment scour protection. STE Engineering will be the
structural engineering sub -consultant for design of the bridge foundation and -,ve have assumed that
Contech would provide details for the bridge deck.
• Prepare City of Bozeman Stormwater Management Permit Application.
• Submit permit information to the City of Bozeman for review.
• We will also submit the Joint Application to the appropriate agencies for the 404 permit and 318
authorization to determine if these permits are required as well and will obtain these permits if deemed
required by the jurisdictional agency.
• Review draft new floodplain mapping and modeling.
• Prepare Duplicate Effective Model by importing the cross sections from the draft hydraulic model
from FEMA into the Hec-RAS Version 4.1 hydraulic model.
• Prepare Corrected Effective Model/Pre-Project Conditions model.
• Prepare Post -Project Conditions Model to include the new bridge. This model will need to tie-in to
the draft new floodplain at a published FEMA cross section within the tolerances allowed by FEMA.
We have assumed that we can tie-in to cross section L (4766) upstream and cross section 4023
downstream on the draft nein FIRM map.
• Prepare output tables and figures from hydraulic modeling in spreadsheet format to compare changes
from the draft model to the new model.
• Prepare certified topographic map with floodplain and floodway delineations including transitions back
to the draft floodplain boundary.
• Prepare annotated FIRivI map showing changes in the floodplain.
• Prepare project narrative summarizing the work done on the project.
• Prepare NIT -2 application form.
• Submit MT -2 (LOMR) application to City of Bozeman and FEMA.
Once the LOMR application has been submitted to the City of Bozeman and FEMA, we will be available to
answer questions they have about the project and the L01bIR application. We have assumed up to five separate
teleconference calls with the City of Bozeman or FEMA to discuss the project.
Assuming there mill be review comments from FEMA, we have included one re -submittal of the revised LOIIR
application materials to address their comments.
Phase 4 —Wetland Assessment and Permitting
A preliminary wetland assessment will be conducted to determine whether impacts to wetlands would occur as
a result of the proposed bridge design across Bozeman Creek. If it is determined that a wetland delineation is
needed, Sanderson Stewart will conduct a full delineation, with map and report letter. The site visit for the
wetland delineation will be conducted during growing season. If impacts to wetlands are identified, then a
Section 404 permit will be needed; otherwise, no Section 404 will be needed. Any impacts to wetlands would
fall under a Nationwide Permit and no mitigation would be required (less than 0.1 acre impacts). It is assumed
that both an SPA 124 and a 318 Authorization are likely required. These permit applications will be submitted
as part of the Joint Application noted previously for the floodplain permitting.
314
Phase 5 - Geotechnical Analysis
Soils and pavement design evaluations will be conducted and recommendations for the pathway surfacing
section and bridge abutment design will be prepared by Terracon. Three soil borings twill be drilled for this
project: one on either side of Bozeman Creek for the bridge design and a third near the Kenyon Noble lumber
yard to determine the asphalt pavement section. Terracon will prepare a geotechnical report summarizing their
findings that will be submitted with the preliminary plans.
Phase 6 — Pathway Design
Pathway design tasks for this phase of the project will include setting the horizontal and vertical alignment of
the pathway and preparation of plan/profile sheets and cross-sections. It g ill also include design of the sidewalk
extension along Wallace Avenue north of the railroad crossing for connection to the Story Mill Spur Trail. The
pathway design phase will also include coordination with the Wallace Avenue improvements project currently
underway by KLJ. As needed, the pathway design will include preparation of signing and striping plans,
sidewalk, crosswalks and ADA accessibility ramp design, and design details. Public and private utilities will be
shown for coordination and identification of conflicts.
Phase 7 —Preliminary PS&E Submittal
All of the above information will be compiled into a preliminary set of plans, specifications and opinion of
probable cost for review by the City of Bozeman and GVLT. Plans will include plan/profile sheets, cross-
sections, typical sections, signing and striping plans, an erosion control plan and details. Sanderson Stewart will
prepare special provisions and a specifications manual including the templates for bid documents. The
engineer's opinion of probable cost including a 15% contingency will also be provided with this review
submittal. Landscape and irrigation plans are not included in this scope of work.
Phase 8 — Final PS&E Submittal
Sanderson Stewart will address all review comments received from the City of Bozeman and prepare final plans,
specifications and engineer's opinion of probable cost. The final deliverable will include electronic copies of
all submittal documents, as well as six hard copies.
Phase 9 — Construction Bidding
Sanderson Stewart will provide assistance throughout the construction bidding process. Anticipated tasks
include the following:
• Prepare bid advertisement
• Prepare bid sets of plans and project manual for contractor pick up
• Facilitate pre-bid meeting and distribute meeting minutes
• Answer contractor questions and prepare bid addenda, as required
• Attend bid opening, prepare bid tabulation and recommendation of award letter
• Prepare six copies of contract documents, obtain bonding and insurance certificates, and route
contracts for execution by all parties
Phase 10 — Construction Administration and Observation
Sanderson Stewart will provide construction administration and observation services throughout the duration
of construction. Anticipated tasks include:
315
• Facilitate pre -construction meeting and distribute meeting minutes
• Shop drawing review
• Construction observation (anticipated to be part-time for a 30 -day construction contract focused
primarily on milestone tasks)
• Construction testing coordination and review. Testing will be completed by a qualified sub -consultant
and is anticipated to include: concrete strength, air content and slump; embankment, trench backfill,
and gravel and pavement densities; aggregate gradations; plant mix strength, flow and asphalt content.
• Process pay applications and change orders
• Substantial completion walkthrough and punch list, verify completion
• Prepare as -built drawings
• Two-year warranty inspection and punch list
The Scope of Work for this project does not include:
• Landscape and irrigation plans.
• SWPPP permit application/administration.
• LOMR based on the current effective floodplain maps.
• Additional cross sections or hydraulic modeling that may be required to tie-in to the draft floodplain
maps upstream of cross section L (4766) upstream and cross section 4023 downstream.
• Individual permit from the Army Corps for the 404 permit if disturbance of wetlands is greater 0.1
acres.
• Cash fees for review and applications (by Client direct to agencies). The estimated LOMR
application fee to FEMA is $8,250.
• Construction staking.
• Other items not specifically listed in Phases 1 through 10 above.
Schedule
The anticipated schedule for this project consists of the preliminary PS&E deliverable within 3 months of
notice to proceed with an assumed construction start in the fall of 2016 or spring of 2017.
316
EXHIBIT B
_
Project Name: Oak St -Front Street Pathway
Project Number: 15022
Project Manager: Danielle Scharf
Date: 1172016
Client Name: City of Bozeman
Client Contact Name: Carolyn Poissant
' •
-
ClientContactEmail' cpow.rvitboz o-act
Client Contact Phone: 582-2908
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PROJECTINRIATION
101CnMractAmenmenl
2102Ctent
Comutalion and Meetings
21031Projects-PIV1
4
2
1
=2$98.56
104!
Project Pbnn`ng
2Sob4otalLaborHours
1
10
21
SubTotal Direct Labor Coal
S52.97
$492.80
$96.56549.28
bTatal Direct Coslby Phase
Fee with 3.0 Multiple, $2,030.83
Multiplier- 3.00 Given fee of: 52,080.00
200 TOPOGRAPHIC SURVEY AND BASE MAP
2
3
$126.50
201 Project Managementend ComdreOon
202 PmSuney Prepamtba and Research
1
2
3
$97.39
203 Suvey Computation
1
2
3
$97,39
204 Survey Can trd
4
4
$117.56
205 Baxda Su.e
4
4
$117.56
206 Ta Surve
IS-49-28S.4928
12
12
$35268
207 Creek CrossSections 8 and Asbu It of 8'
1
12
14
5440.57
208IDmfl"opo and Base Plan
6
8
14
$375.78
2090ua CoMrei Resiew
1
1
$38.61
SubtotailatxuHours
b
8
6
36
58SubTotalDkeclLaborCost
5159.06
$216.72
$231.66
$7.058.04
$1,764.04
2101 D recl Eapense
$250.00
Sub Total Direct Expense and Subconsultant
$250.00
Sub Total DGect Cost by Phase
-
- -
- ---
--
- - _ -
_
Fee whh 3.0 Muhlprer $5,542.12
Mutt] p Iter- 3.00 Given fee of: $5,545.00
300 FLOODPLAIN PERMITTING AND LOMB
301 PrcjectMawgamentand Caordloadoa
10
10
$492.80
302 RoNew E1ds&V FP Studies and Request from FElAA
2
5
7
$231.11
303 Pretmloany Hydraulic Modekg and Scour Analysis
1
9
10
5287.87
304 Pre re Joint Application and Bozeman Stonnwaler Permit
1
9
10
$287.87
305
Pr reFbod lain Ent LB and 1l e Detail
1
25
26
$712.03
306
Submit Peonh to COB, Army Corps. Conservation Oktdcl, etc.
1
6
7
$208.34
307
Duplicate Effective Model (Bing in Current Effects data to Hoc-RAS)
1
10
11
$314.38
307
Corrected Eger halPrepraject Model
1
12
13
$367A0
308
Post Project Model Win New Bridge
1
15
16
$446.93
309
Prepare Output Tables end Fky es
1
9
10
$287.87
310
CeddLd T Ma and A-tated FIRMx1Th FP Bounda
1
15
16
5446.93
317
Pr [ecl Nartatise Summa
1
9
1
11
5308.65
312LOMR
Appira5on AR-2 Fom1
1
14
15
$420.42
313
Subm6 LOMR to FEMA
1
5
2
8
$223.39
314
ConespoMence xith FEMA and COB
4
8
12
$40920
315
ResubmAta, Based on Comments from FEMA
6
22
28
$878.90
316,QuaIty
Conal Retixv
1
3
4
$200.81
Sub4otal Labor Hours
1
37
1 113
3
214
Sub Total Direct Labor Cost
$5297
$1,823.36
54,58623
$62.34
$6,524.90
3171Subcomulant-Structural Design of Bridge Fouoda
$2,500.00
_
318 Diecl ]F Weme
_
$100.00
Sub Total Direct Experee and Subeonsullant
$2,600.00
Sub Total Direct Cost by Phase - -- - '-- ---'
_
_
-
_ _
_ _ _
_ _
_ _ _
_
Fee with 3.0RWRl Ter 522,174.70
M.10pll-- 3.00 Given fee of $22,1]5.00
400 WETLAND PERMITTING AND MRIGATION
401 ecl Mana ment ant CoorSnaIlan
1
_
_
1
6
16
$4928
$295.68
$788,18
402
Preimina wetland assessment
Welland Dekwat''
_
6
403
16
F
401
Pertnft-Section 40d
6
6
$295.68
405
Pennft-SPA 124
4
2
6
$238.68
406
Penmft-318 Authon]atlan
2
2
$98.56
407
Ouafty Control Rem-
1
1
$52.97
Sub-toW Labor Howl
1
1
34
2
38
Sub Total Direct Lab or Cost 1
$52.97 1
$49.28
1
S1.67552
541,56
51,819.33
4081 DTect Expense
0000
50000
Suaeh
ub Total Dbect Cost by Phase - - --- - -- -
51,919,33
Fee whh 3.0 Muftip6or I $5,557,99
MuWpller- 3.00 Given fee of: 55,560.00
500 GEOTECHNICAL ANALYSIS
--- 501Projecl Managemenland Coordmarn
1
1
$49.28
Subtotal Lelwr Hours
1
1
Sub Total Direct Labor Cost
54926
$4928
502 Subwnsuftant - Terrdcon - Geotech Report
S5,500.0D
Sub Total Direct E,peme and Subconsultanl
$5,500.00
Sub Total Direct Coal hy Pltase
_ _
_
$5,549.28
Fee with 3.0 Muhl Tier $5,647.84
Muitipller- 3.04 lGh.. fee of: $5,650.00
600 PATHWAY DESIGN
601 Pmfect Management and Coordination
8
8
5394.24
602 Cfent C.-Kation and Meetigs
4
4
$197.12
603 H.it-9M..d Ventral Aigrvnent
4
4
24
32
$953.32
664 Typical Section
1
4
5
$134.87
605 C-sections
1
20
21
$%8.31
606 5 8 5
1
4
5
$134.87
6079
Crossxaks ant ADA
2
4
6
$161.38
317
Project Name: Oak St - Front Street Pathwa
- -
- • -
_
_ - `^
Project Number: 15022.
Project Manager: Danielle Scharf
Date: 11712016
Client Name: City of Bozeman
Client Contact Name: Carolyn Poissant
Client Contact Email: cows N bozamaanet
Client Contact Phone: 582-2908
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24
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$161.38
609 oslm Control Plan
1
1
526.51
610�QuaErConiml ReYxu
1
1
$52.97
Sub -total Labor Hours
i
16
12
60
89
Sub Total Direct Labor Cost
$5297
5788.48
5318.12
51,625,10
1
$2,784.97
6111 Direct E
5100.00
S ub Total Direct Expense and Subconsuhant
$100.00
Sub Total Direct Cost by Phase
$2,884.97
Fee with 3.0 Muhipier$8,454.91
Multiplier -3,00 Given fee of: $8,455.00
700PRELIMNA YPSBESUBMITTAL
701',Project
AlanagemeMand CoordYweon
Comsutaronand Meetigs
_ _
4
1
4
1
$197.12
$49.28
702'.Cfent
_
703
Assemble plan package
2
8
2
$311.30
704
Spedai Provisions
4
$106.04
705
Sperm O.ts Alanual ant Bid Documents
6
4
$242.18
706
Cost Estimate
4
$106.04
71
Onal Control ReNew
1
$52.97
Sub4olal Labor Hours
1
5
76
8
6
5
Sub Total Direct Labor Cost
$5297
5246.40
$424.16
$21672
$124.68
51,064.93
7081 D'vect Ezpense
5200.00
Sub Total Direct Ex e a rd S ubconsuhanl
5200.00
Sub Total Direct Cost by Phase
51,284.93
Fee wish 3.0 Muhipier$3,394.79
h.Mfi lief= 1 3.00 GNan fee of: $3,395.00
800 FINAL PSBE SUBMITTAL
Management and Coordination
4
4
$197.12
MProject
Cfenl Consultation and Meetings
1
1
$4928
plan package
2
4
1
7
$182.16
Specht F"Wi tans
1
1
$26.51
IAssembla
Specs( tions Manual and Bk Documents
2
2
4
$94.58
Cost Estimate
2
2
553.02
Su1,4otal Labor Hours
5
7
4
3
19
Sub Tota l Direct La bor Cost
$246.40
$185.57
$108.26
$62.34
$602.67
807. D:rec1 E>pense
$300.00
Sub Total Direct Ezpause and Subconsuhant
$300.00
Bob Total Direct Cost by Phase - - -
-
- -
__¢902.67
Fee with 3.0 Multipier E2,108.01
Multiplier- 3.00 Given fee of: 52,110.00
RL
900 CONSTRUCTION BIDDING
901 11'ralect Management aro Caordnation
4
-
4
1
8
4
$197.12
$428
$394.24
$197.12
0CretiAsna' 1
sta8
904 PrebM Meeing - 4
905!Addendum Pmparaliou
SWConstiuction Coulsaclblg and Award
4
4
1
1
5
5
$120".82
5217.90
Sub4otai Lab.Hows
21
4
2
27
Sub Total Direct Labor Cost
$1,034.88
$106.04
541.56
$1,182.48
9071 Mect Ezpeme
5300.00
Sub Tots Dlmd Expense and Subcon suha nt
Sub Total Direct Cosl by Phasc -
51,482.48
Fee with 3.0 Multipier $3,847.44
Multiplier- 1100 1 Ghon fee of: $3,850,10
1000 CONSTRUCTION ADMIN &INSPECTION
1001 Project Management and Coorcr tion
4
4
$197.12
1002 Client Consultation and Aleeligs
2
2
$98.56
1003 Pre -Con Mee'
_ 4
_ _
_
4
$197.12
2
1004 Shop Duatng Review
2
$53.02
1005
Construction nspedton and Documentation
4
40
44
$1,133.12
1006
Charge Orders and Contract Modifications
4
4
$106.04
1007
Pay Estrus as
2
2
4
$99.82
1008
Subs -AW Compietin Wak-thu and admit
2
2
$98.56
1009
Rol Wak-thru and admin
2
2
$98.56
1010
one-yearwa-ty, Wak-thu and admit
2
2
$98.56
1011
Asbuls
1?
3
$103.46
H- Sub4otal Labor H
21
8
2
42
73
Sub Total Direct Labor Cost
51,031.68
5212.08 1
554.18
5982.00
$2,263.94
10121Subconsuhant -Construction Testing
$1,000.00
1013 O -d Evpense
5150 CO
Sub Total Direct Expense and Subconsuhant
51,150.00
Sub Total Direct Cost by Phase
Fee with 3.0 Muhi ier 58,001.82
hAulllpller- 3.00 Given fee of: 58,000.00
Total Hours
5
81
40
226
82
6
36 35
16
42
569
Tota l D becl La bor Cost
$26485
53,991.68
51,97110
$5,99126
$2,221.38
1231.66
$1,056,04 $1,724.80
5332.48
E982.80
$18,770.15
Total Direct Expense and Subconsuhant
$10,200.00
Total Project. Direct Cost
$28,970.15
Total Proposed Fee with 3.0 Multiplier 1 $66,820.00
318