CN-550000-C9X45-S0020000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

AMENDMENT TO

STANDARD PROFESSIONAL SERVICES AGREEMENT

375-030-97

PROCUREMENT

12/17

Amendment Number: 3 Amendment Execution Date:

Original Agreement No.: C9X45 Original Agreement Execution Date: December 11, 2017

Consultant Name: Landis, Evans and Partners, Inc.

FM Number(s): 439876-1-22-01

Agreement Description: SR 15 (US 17) from SR 40 to Putnam County Line in Volusia County, Florida

Purpose of Amendment: Add Funds, Incorporate attachments to the contract, Revise Exhibit B

The terms of the original agreement referenced above are hereby amended:

The total maximum limiting amount of $732,963.00 for all services required under the original agreement and all supplements and amendments thereto is herein increased by $601,278.00. The revised total maximum limiting amount for all services is $1,334,241.00 Services of the original agreement are amended and attached as Exhibit "A".

Exhibit B , Method of Compensation, is hereby revised to include the following compensation element:

Specific Purpose Survey Mapping (LS-2): The Consultant will receive progress payments for services based on the percentage of services that have been completed and accepted by the Department during the billing period.

The following attachments are hereby incorporated into this Amendment:

-1 to A-12

Attachment No. 1, Summary of Contract Fees

Except as hereby modified, amended, or changed, all of the terms and conditions of said original agreement and any supplements and amendments thereto will remain in full force and effect.

IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed, the day and year first above written.

CONSULTANT STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

Landis, Evans and Partners, Inc.

Name of Consultant

BY: BY:

Name: Name: Loreen Bobo, P.E.

Title: Title: Director of Transportation Development

District Five

FOR DEPARTMENT USE ONLY

PROCUREMENT OFFICE REVIEW: LEGAL OFFICE REVIEW:

Procurement Office Legal Office

DocuSign Envelope ID: 71765679-21D1-4A4B-8DEE-CEBAA28AA4B4

EXHIBIT A

SCOPE OF SERVICES

ALIGNMENT SPECIFIC PURPOSE SURVEY

STATE ROAD NO. 15 (U.S. 17), VOLUSIA COUNTY, FLORIDA

F.P. No. 439876 1 SECTION 79931

FROM STATE ROAD 40 TO PUTNAM COUNTY LINE

The following Scope of Services is for a Specific Purpose Survey in support of the referenced ongoing PD&E Study. Scope elements for the Prime Consultant are outlined immediately below, followed by the Subconsultant Scope to carry out the surveying components.

Prime Consultant Scope of Services

2.2 The CONSULTANT will attend four (4) meetings associated with the Specific Purpose Survey.

2.4 The CONSULTANT will modify existing schedule and management documents and perform three additional months of contract management.

4.10 The CONSULTANT will make any required updates to typical sections and geometric design based on R/W revisions.

4.11 The CONSULTANT will make any required updates to proposed construction segmentation based on R/W revisions.

4.16 The CONSULTANT will revise R/W cost estimates based upon determined R/W.

4.17 The CONSULTANT will make any required updates to the alternatives evaluation based on R/W revisions.

4.18 The CONSULTANT will make any required revisions to alternatives concept plans, preferred alternative concept plans, and the typical section package based on R/W revisions.

4.21 The CONULTANT will make any required updates to the engineering analysis documentation based on R/W revisions.

Subconsultant Scope of Services

The Specific Purpose Survey will be made to retrace the alignment of State Road No. 15 (U.S. Highway 17) as shown on that certain Florida Department of Transportation Right of Way Map, Section 79050, F.P. No. 410251- 1, State Road Department Right of Way Maps, Project WPGS 197-A, State Road Department Right of Way Map, Project B-532 in Volusia County, Florida and State Road Department Right of Way Map, Section 7601, Project 5474, Putnam County, Florida. Because the conditions change as we move along the route and for the scope and staff hours, the R/W Maps have been divided into different Groups. The following is the Group's locations along with our plan to retrace the alignment. See the attached Exhibits.

Group One (G1) FDOT R/W Map, Section 79050, F.P. # 410251-1 - From Station 338+97.68 to 380+01.14 This section had Maps prepared by District 5, FDOT in 2012. Being a new set of Maps, we will recover the monumentation shown along the alignment that supports the alignment only. Reference monuments will be recovered or re-set if not in. There will some minor Government Section Corners that shows on the Maps tied but that will be minimal. There is about 70' to 100' of line to be cut out to get to the R/W line.

Group Two (G2) SRD R/W Map, Project WPGS 197-A - From Station 380+01 to Station 728+14.25. These Maps were prepared in or about 1936. We were able to recover SRD R/W monuments on the R/W lines at PT Station 415+04.42 and PC Station 420+12.37, but could not find and monumentation at the other end of the tangent, Station 573+52.70. This complete tangent has very thick vegetation so searching for the R/W Monuments could be difficult. Often on previous project we have found the R/W monuments on even 1000' stations. The R/W Maps also shows ties to the center of the railroad track that are still there and we will tie every 500' +/-. We will also tie the centerline pavement at every 500' +/-, any drainage and references from the Construction Maps if any are recovered. From Station 537+70 to Station 615+44.45 we are running within platted R/W from the Town of Pierson plat. We will recover existing Block boundaries for the R/W. During our field review, there was not much monumentation to be found, so we will need to run out the complete blocks and tie other improvements that may show on the Construction Maps. Starting at the P.O.C. Station 615+44.45 the R/W returns to being 75' left and right and being mostly heavily wooden on both sides to the end of this Group at Station 728+14.25. We will tie the railroad from Station 680+00 to Station 735+80 as shown on said R/W Maps. Most of the R/W has been acquired and there is a part of the Grouping from Station 626+72 to Section 680+00 where the R/W in under full construction due to the construction of the new school.

Group Three (G3) SRD R/W Map, Project B532 (Part A) From Station 5+84.64 to Station 160+37.15. Most of the R/W within this Group has been acquired. There is an area lying within Section 16, Township 14 South, Range 28 East and lying between Stations 19+56 to Station 46+90 (2734') that is shown as having the accession process started, but it was never fully acquired. We will tie the centerline of the railroad, recovered existing monuments, centerline of pavement and other improvements shown on the R/W Maps or on the Construction Maps.

Group Four (G4) SRD R/W Map, Project B532 (Part B) From Station 160+37.91 to Station 243+97.15. No R/W has been acquired in this Group. Much of Group falls in older Record Plats like Poppell's Additional, the Plat of Seville and N.A. Prevat s Subdivision of Lot 1. In additional there are several buildings and other improvements that should be located and shown on the Survey (including Gas Pumps and gas tanks that shows on the R/W) and we have added utility time to locate, tie and show these tanks. For the alignment, we will tie the centerline of the railroad, recovered existing monuments, centerline of pavement and other improvements shown on the R/W Maps or on the Construction Maps.

Group Five (G5) SRD R/W Map, Project B532 (Part C) From Station 243+97.15 to Station 283+97.11. The R/W from Station 243+97.15 to Station 256+83.76 has been acquired. There is some Documentation of the R/W from Station 256+83.76 to Station 283+79.11, but no final deeds. For the alignment, we will tie the centerline of the railroad, recovered existing monuments, centerline of pavement and other improvements shown on the R/W Maps or on the Construction Maps.

Group Six (G6) SRD R/W Map, Project B532 (Part D) From Station 283+97.11 to the Putnam County Line at Station 351+66.60 +/- and continuing into Putnam County along the alignment shown for State Road 15 on that certain SRD R/W Map, Project 5474 to the Curve PI Station 21+42.60. No R/W is shown for S.R. 15 from Station 283+97.11 to Station 325+40. At that point there is a shift in the railroad R/W and the centerline alignment is in the railroad R/W running that way to the END of PROJECT at PI Station 21+42.60. After this station, the Maps are shown with the road lying completely within the R/R - R/W to the end of the Project. We will request a search in District 5's records for any R/W agreement within this area. For the alignment, we will tie the centerline of the railroad, recovered existing monuments, centerline of pavement and other improvements shown on the R/W Maps or on the Construction Maps.

27.1 Horizontal Project Control (HPC)

FDOT will establish five (5) pairs of Primary Horizontal Control stations a pair set every 3 miles and being based on Florida State Plane Coordinate System, Zone East, North American Datum of 1983, 1990 Adjustment. The final values will be provided to SSMC for the Project Control.

SSMC will run Secondary Control Traverse between said PNC monuments setting monuments every 500'+/- = 149 Stations 7 Station per day = 21 Days

27.2 Vertical PC / Bench Line N/A

27.3 Alignment and Existing R/W Lines Recover and tie existing monumentation, tie centerline pavement and railroad tracks, tie features as shown of the Construction Maps as described above within this document.

Recover, re-set or set on parallel off set centerline monumentation.

a. Group 1 4103' = 0.78 miles (7 Centerline points) 3 2 days

b. Group 2 34813 = 6.59 miles (45 Centerline points) 4 26 days

c. Group 3 15453 = 2.93 miles (31 Centerline points) 4 12 days

d. Group 4 8357 = 1.58 miles (19 Centerline points) 4 6 days

e. Group 5 3974 = 0.75 miles (8 Centerline points) 6 4 days

f. Group 6 8037 = 1.52 miles (12 Centerline points) 4 6 days

Total 74737 = 14.15 miles (122 Centerline Points) 56 days

27.4 Aerial Targets N/A

27.5 Reference Points

Set 2 on each side. 1st pair to be set at 10' + out from the existing R/W Line +/- except Group 1. Group 1 are existing, we'll set, recover, or reset at distances shown on the Map set.

a. Group 1 7 Centerline Points 30 References

b. Group 2 45 Centerline Points (8 curves includes PI) 180 References

c. Group 3 31 Centerline Points (8 curves includes PI) 124 References

d. Group 4 19 Centerline Points (6 curves includes PI) 76 References

e. Group 5 8 Centerline Points (2 curves includes PI) 32 References

f. Group 6 12 Centerline Points (1 curves includes PI) 48 References

Total 122 Centerline Points (25 curves includes PI) 490 References

27.6 Topography/DTM (3D) N/A

27.7 Planimetric (2d) - Locate features near or may be obstructive, but not needed for the alignment retracement. (As described in Group 5 above).

27.8 Roadway Cross-Sections/Profiles N/A

27.9 Side Street Surveys

27.10 Underground Utilities 1 Day to locate Gas Pumps and gas tanks that shows on the R/W

27.11 Outfall Surveys - N/A

27.12 Drainage Surveys N/A

27.13 Bridge Surveys - N/A

27.14 Channel Survey - N/A

27.15 Pond Site Survey - N/A

27.16 Mitigation Survey - N/A

27.17 Jurisdiction Line Survey N/A

27.18 Geotechnical Support - N/A

27.19 Sectional / Grant Survey We will tie the Section Corners that are shown as being used to support the alignment computations using conventional traverse and/or GPS methods. For the GPS method SSMC will utilize Rapid Static GPS with a minimum of 30 minute observations on secondary control points (as needed) and for direct observations on corners creating independent vectors from primary control points established by FDOT as noted above. The independent vectors will be post processed in Topcon Magnet Office Tools version 2.7 and adjusted using VectorNT. The process generates redundant measurements to the point or points we are locating from the primary control points. If monumentation can be recovered, reset or positioned, SSMC will tie said monumentation and prepare Certified Corner Records for said monument

The following are Section Corners shown in Group where the Groups are described above:

a. Group 1 7 Corners by GPS

b. Group 2 10 Corners by GPS and 4 using conventional traverse

c. Group 3 10 Corners by GPS and 9 using conventional traverse

d. Group 4 4 Corners by GPS and 3 using conventional traverse

e. Group 5 2 Corners by GPS and 0 using conventional traverse

f. Group 6 2 Corners by GPS and 0 using conventional traverse

Total: 35 Corners by GPS and 16 using conventional traverse

27.20 Subdivision Location

Recover and tie monumentation to position Subdivision Block to support the centerline alignment only.

See above for the description of the Groups:

a. Group 1 No Subdivision Blocks

b. Group 2 15 Subdivision Blocks

Second Section Planico Estates; MB 10, PG 188 Astor Junction; MB 12, PG 100

N ; MB 14, PG 7

A ; MB 16, PG 11

A ; MB 16, PG 16

Regina Acres; PB 32, PG 114-115 Tucker Subdivision, PB 53, PG 13

c. Group 3 No Subdivision Blocks

d. Group 4 No Subdivision Blocks

e. Group 5 No Subdivision Blocks

f. Group 6 No Subdivision Blocks

27.21 Maintained R/W - N/A

27.22 Boundary Survey - N/A

27.23 Water Boundary Survey - N/A

27.24 R/W Staking / R/W Line - N/A

27.25 R/W Monumentation N/A

27.26 Line Cutting N/A

27.27 Work Zone Safety - Based on one (1) hour per day

27.28 Miscellaneous Surveys N/A

TAB 29 MAPPING

29.1 Alignment 14.13 Miles - Plotted into the Master CADD file.

29.2 Section and 1/4 Section Lines Parts of 20 Government Sections to be shown graphically only

29.3 Subdivisions / Property Lines - Parts of 15 Blocks

29.4 Existing R/W N/A

29.5 Topography 1 mile +/- Topo in the Town of Seville

29.6 Parent Tract Properties/Existing Easements N/A

29.7 Proposed R/W Requirements N/A

29.8 Limits of Construction N/A

29.9 Jurisdictional/Agency Lines N/A

29.10 Specific Purpose Survey Cover Sheet 1 Sheet

29.11 Control Survey Key Sheet N/A

29.12 Specific Purpose Survey Detail Sheet

8 Detail Sheets @ 1"=200' and 20 Sheets @ 1"= 40' See Sheet Layout Drawing 439876_1_sps_sheet_layout.pdf

29.13 R/W Map Cover Sheet N/A

29.14 R/W Map Key Sheet N/A

29.15 R/W Map Detail Sheet N/A

29.16 Maintenance Map Cover Sheet N/A

29.17 Maintenance Map Key Sheet N/A

29.18 Maintenance Map Detail Sheet N/A

29.19 Reference Point Sheet 9 Sheets with 15 References per Sheet +/-

29.20 Project Network Control Sheet N/A

29.21 Table of Ownerships Sheet N/A

29.22 Parcel Sketches N/A

29.23 TIITF Sketches N/A

29.24 Other Specific Purpose Survey Map See Task 29.10 and 29.12 above for count and production rate

29.25 Boundary Survey(s) Map N/A

29.26 R/W Monumentation Map N/A

29.27 Title Search Map

29.28 Title Search Map N/A

29.29 Legal Descriptions N/A

29.30 Final Maps/Plans Comparison N/A

29.31 Field Review 8 Hours Sr. PSM

29.32 Technical Meetings 2 Meetings - Mapping Kickoff Meeting, SPS Review Meeting

29.33 Quality Assurance/Quality Control Sr. PSM

29.34 Supervision Sr. PSM

29.35 Coordination Sr. PSM

29.36 Supplemental Mapping N/A

DELIVERABLES:

1. SSMC will deliver a Specific Purpose Survey from SR 40 to Putnam Co. Line showing the centerline alignment of State Road 15 (U.S. 17) form just south of State Road 40 to just north of the Volusia/Putnam County Line as described above. SSMC will monument and reference said centerline. The Survey will be based of the coordinates as provided to SSMC by FDOT District 5, Surveying and Mapping Department.

2. All survey tasks will be in accordance with the current Standards of Practice for Surveying and Mapping in the State of Florida.

3. Field Survey Database (CAiCE Project 8761.zip). All CAiCE segment will be processed using EFBP.EXE or tied by Static GPS using the current requirements.

4. The Specific Purpose Survey will be prepared in Microstation FDOTSS4 (or higher) in 2D format.

5. For all files mentioned above and all CADD Symbology will comply with the FDOT 2018 CADD Manual and will comply with the current Location Survey Manual.

EXHIBITS:

A -7

D o c u

S ig n E n v e lo p e I D

-2

D

-4

A B

-8 D

E E

-C E

B A

A A

A B

-8

D o c u

S ig n E n v e lo p e I D

-2

D

-4

A B

-8 D

E E

-C E

B A

A A

A

-9

D o c u

S ig n E n v e lo p e I D

-2

D

-4

A B

-8 D

E E

-C E

B A

A A

A

-1

D o c u

S ig n E n v e lo p e I D

-2

D

-4

A B

-8 D

E E

-C E

B A

A A

A

D o c u

S ig n E n ve lo p e I

D

-2

D

-4 A

B

-8 D

E E

-C E

B A

A

A

A

D o c u

S ig n E n ve lo p e I

D

-2

D

-4 A

B

-8 D

E E

-C E

B A

A

A

A

Financial Project ID No.: 439876-1-22-01

Original

Contract &

Previous

Supplementals This Am#3

Revised Contract

Totals

LIMITING AMOUNTS

Basic Services (LA-4)

Landis, Evans and Partners, Inc. $ 370,370 $ 45,917 $ 416,287

Archaeological Consultants, Inc. $ 55,418 $ - $ 55,418

E Sciences, Incorporated $ 31,159 $ - $ 31,159

I.F. Rooks & Associates $ 12,904 $ - $ 12,904

Joan Ceretti-Randolph d/b/a JCR Consulting $ 3,969 $ - $ 3,969

Omni Communications, LLC $ 13,907 $ - $ 13,907

Patel, Greene and Associates, PLLC $ 11,699 $ - $ 11,699

Scalar Consulting Group, Inc. $ 91,780 $ - $ 91,780

Environmental Services (LA-4) #

Geotechnical and Environmental Consultants, Inc. $ 27,880 $ - $ 27,880

Geotechnical Services (LA-4) #

Geotechnical and Environmental Consultants, Inc. $ 17,371 $ - $ 17,371

Geotechnical Field and Lab Testing (LA-4) #

Geotechnical and Environmental Consultants, Inc. $ 20,695 $ - $ 20,695

Authorized-Design & R/W Survey (field & office support) (LA-4)

Southeastern Surveying and Mapping Corporation $ 22,804 $ 497,163 $ 519,967

Subtotal Total Limiting Amount $ 679,956 $ 543,080 $ 1,223,036

OPTIONAL SERVICES

Optional Basic Services (LA-4)

Landis, Evans and Partners, Inc. $ 4,934 $ - $ 4,934

Southeastern Surveying and Mapping Corporation $ 48,073 $ - $ 48,073

Total Optional Services $ 53,007 $ - $ 53,007

LUMP SUM AMOUNTS

Specific Purpose Survey Mapping (LS-2)

Southeastern Surveying and Mapping Corporation - $ 58,198 $ 58,198

Total Lump Sum Services $ - $ 58,198 $ 58,198

TOTAL MAXIMUM LIMITING AMOUNT $ 732,963 $ 601,278 $ 1,334,241

CONTRACT COMPENSATION SUMMARY TABLE