Finance Department 120 S. Florida Ave.

2nd Floor

DeLand, FL 32720

West Voorhis Avenue Streetscape B-26-15

September 16, 2026 Addendum #2

TO ALL PROSPECTIVE CONTRACTORS

This is an Addendum to and shall be considered as part of the original Bid package for the above-mentioned Bid. Contractors are requested to acknowledge receipt of this Addendum with their

Submission.

CLARIFICATION TO QUESTIONS ASKED RECEIVED:

1. Q: The bid documents do not specify the Flashing Crosswalk Beacon. The price difference is substantial between the manufacturers. Is there a preference on preferred brand for the

RRFB?

A: No manufacturer or brand is preferred. The RRFB system shall be an FDOT-approved product listed on the FDOT Approved Product List.

2. Q: What pay item is demo/Removal of existing structure and pipe removal (sheet 12) supposed to be?

A: Removal of the existing structure and pipe shown on Sheet 12 shall be included under the Clearing and Grubbing pay item.

3. Q: Which MH adjust QTY 1 EA is referred to in alt 2? Which manhole is this qty 1 Ea Referring to?

A: The manhole adjustment quantity has been corrected. There are a total of seven (7) manhole adjustments: (five in Alternate 2), (two in Alternate 3).

4. Q: There is a Manhole adjust line item, but there is a MH called out to be converted to a Cone top. Would that be a separate line item or is that included as one of the 7 called out within line item 17 in alt 1?

A: The conversion of the existing manhole to a cone top has been added as a separate pay item: 425-2-63: MANHOLES, P-8, PARTIAL.

5. Q: What pay item is relocations of Fire Hydrant, Water Valve, and Water Main (that is called out in the plans) supposed to be under?

A: The fire hydrant and water valve work has been added as separate pay items, as follows:

Fire hydrant adjustment and modification: 164-4800 – FIRE HYDRANT, ADJUST &

MODIFY

Water valve relocation: 1080-21400 – UTILITY FIXTURE, VALVE/METER BOX, RELOCATE

Water valve adjustment: 425-6 – VALVE, ADJUST

6. Q: What pay item is Valve adjustments and Water Meter adjustments supposed to be under?

A: Valve adjustments and water meter box adjustments shall be paid for under the following pay items:

Water valve relocation: 1080-21400 – UTILITY FIXTURE, VALVE/METER BOX, RELOCATE

September 16, 2026 Addendum #2

Valve adjustment: 425-6 – VALVE, ADJUST

Meter Boxes adjustment:425-6-1: METER BOXES, ADJUST

7. Q: Is an FDOT Certification required?

A: FDOT certification is preferred but is not required.

8. Q: The Add Alt 2 and 3 both have Plan quantities of (7) Benches and (7) Litter Receptacles.

Per sheets H-1 to H-3, Alternate 2 should have a Plan quantity of (3) Benches and (3) Litter Receptacles. Alternate 3 should have a Plan quantity of (4) Benches and (4) Litter Receptacles. Please confirm.

A: Confirmed. The landscape and hardscape quantities have been revised. Alternate 2 includes three benches and three litter receptacles. Alternate 3 includes four benches and four litter receptacles.

9. Q: Has a laydown area been identified?

A: Laydown areas will be addressed during pre-construction meeting.

10. Q: The drawing index on Sheet 1 shows a sheet L6 for Landscaping Notes, but no L6 sheet exists. Can you please provide Sheet L6 - Landscaping Notes?

A: Sheet L6 provided.

11. Q: What type of material is to be used for pay item 527-2-0 Detectable Warnings? Are these to be pavers or cast-in-place mats?

A: Detectable warnings under Pay Item 527-2-0 shall be cast-in-place mats.

12. Q: Is the contractor responsible for the relocation of any mailboxes?

A: The existing mailboxes are not anticipated to be affected and shall remain in place. If relocation becomes necessary, the Contractor shall be responsible for coordinating and completing the relocation.

13. Q: Are low profile barriers required to maintain public access, or are barrels acceptable?

A: Low-profile barriers are required as shown on the plans. Barrels are not an acceptable substitute.

14. Q: Are there any working hour restrictions, specifically for reconstruction the business and public access?

A: No project-specific working-hour restrictions are identified. The Contractor shall comply with applicable City requirements and coordinate temporary driveway closures in advance with the City and affected property owners and businesses.

15. Q: Will dust/privacy fence or pedestrian barriers be required at the right of way?

A: Dust or privacy fencing is not required. Silt fence shall be installed as shown in the plans.

Pedestrian barriers shall be provided where necessary to maintain safe public access in accordance with the approved traffic control plan.

16. Q: During intersection reconstruction, would it be acceptable to close the entire intersection?

Either S Florida Ave or S Clara Ave?

A: If the traffic control plan used is different than the traffic control plan as shown in the plans, the contractor is responsible for preparing a traffic control plan which conforms to all the requirements identified in the FDOT Standard Indexes, 102-600 Series (Latest Edition) and the FDOT Standard Specification for Road and Bridge Construction, Section 102, Latest Edition.

17. Q: Is there a geotechnical report available?

A: Yes, attached

18. Q: Is any permitting required for this project? If so, is the contractor responsible for paying the permit?

A: No additional permits are anticipated for this project. No FDOT permit is required, and a permit exemption has been obtained from the SJRWMD.

19. Q: Is limerock an acceptable variance for optional base group 06 crushed concrete?

A: Limerock is acceptable as an alternative to crushed concrete, provided it meets the requirements for the 8-inch Optional Base Group 6 shown in the plans and the applicable specifications.

20. Q: Does this project require Davis-Bacon, prevailing wages, or certified payroll?

A: No

21. Q: Is builder’s risk insurance required, and to be paid for by the contractor?

A: Yes

22. Q: Please confirm the procedure for the sales tax exemption on permanently incorporated materials. Will the City of Deland directly purchase materials in order to recognize sales tax savings, per Florida Statue Section 212.08?

A: The City does not plan to direct purchase any material for this project.

23. Q: Pay Item 570-1-2 calls for Performance Turf, Sod. What type of turf or sod is required?

A: For tie back and areas beyond the sidewalk, St Augustine sod shall be used. Ground cover used within the tree wells are either Blue Daze or Lantana per the plans.

24. Q: Is there a minimum density required for the Compacted Planting Mix on Sheet L5?

A: Planting Mix shall NOT be compacted at all.

25. Q: Sheet L5 shows a 24” root barrier behind the curb. Is a root barrier required on the opposite side of the panting areas as well?

A: Root barrier shall fully encompass each tree well (be placed on all 4 sides).

26. Q: Sheet L5 calls for a bonded poured in place rubber mat in the same location shrubs are shown to be planted. Sheet L4 calls for mulch around the shrubs. Please specify which is to be used.

A: Please use MULCH around plant material and disregard note calling for the rubber mat.

27. Q: Please specify how the existing irrigation system is to be modified per note 5 on Sheet L4.

A: The existing system shall be examined and field modified in order to provide adequate coverage for the establishment period and for ongoing maintenance of the newly installed landscape material. The specifics of the design modifications are up to the irrigation contractor.

Attachments: Sheet H-7

Sheet L6

Geotechnical Report

Revised Schedule of Values

Please note that the bid opening date and time has changed to September 24, 2026 @ 3:00 P.M.

All other terms and conditions remain unchanged.

Sincerely, Corey McMillen, CPPB Purchasing Manager

END OF ADDENDUM #2

Sheet No.ByNo. Date

ByNo. Date Revision Revision

8 C 2025 Job No.

Date:

Checked by:

Designed by:

Drawn by:

Volusia County, FloridaD0932.1

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

CPH ,LLC

A Full Service A E Firm

Plans Prepared By:

www.cphcorp.com

Building Better Communities Together City of DeLand

Voorhis Ave. Streetscape

G. Pugh

G. Pugh 4/30/2025

M. Erquitt

H7Hardscape Details

AutoCAD SHX Text J:\D0932.1\Landscape\DWG\PreliminaryDesign\Plans\D0932.1 HSP.dwg, 8/7/2025 11:06:55 AM, Mark Erquitt, , 8/7/2025 11:06:55 AM, Mark Erquitt, 8/7/2025 11:06:55 AM, Mark Erquitt, , Mark Erquitt, Mark Erquitt, , July 30, 2024 BET Project No. G23192

TO: Mr. Alejandro Mejia, E.I.

CPH, Inc.

500 Fulton Street Sanford, Florida 32771

RE: Limited Geotechnical Study Roadway, Sidewalk, Lighting, and Intersection Improvements W Voorhis Ave (Between S Clara Ave and S Woodland Blvd) DeLand, Volusia County Florida

Dear Mr. Mejia:

As requested, Bechtol Engineering and Testing, Inc. (BET) has completed a limited geotechnical study relative to proposed roadway, sidewalk, lighting, and intersection improvements at the above referenced site. The purpose of BET's services would be to evaluate existing pavement section and subgrade soils characteristics in the areas of the proposed improvements, and based on these characteristics, to render opinions as to the overall site subsurface conditions and the materials' potential reaction to proposed construction activities. The following report summarizes BET's findings, and evaluations and provides appropriate earthwork and pavement section related recommendations, in addition to special emphasis on the potential presence of organic or plastic soils, buried debris, or other subsurface conditions which might adversely affect the capability of the subsurface soils to provide suitable support of proposed improvements.

1.0 PROPOSED IMPROVEMENTS

1.1 Roadway, Sidewalk, and Lighting

As reported by the client, the proposed improvements would include narrowing of the existing roadway in order to provide two (2) 10-foot wide travel lanes, adjoined by two (2) 11-foot wide sidewalks on either side.

Additionally, decorative tree wells and light poles will be construction along the length of the project. As reported by the client, the pavement sections within the existing portions of the roadway, which are to remain, will be removed and reconstructed.

Anticipated pavement section consists of asphaltic concrete surface course over limerock or crushed concrete base and stabilized subgrade, or Portland Cement concrete over stabilized subgrade. Proposed finished pavement grades were not noted but is anticipated to be at or slightly above the existing grade. Design traffic loads and frequencies were not known at the time of this study. Actual pavement section thicknesses should be designed by the Project Civil Engineer based on anticipated traffic frequencies and loading conditions.

Limited Geotechnical Study - Roadway, Sidewalk, Lighting, and Intersection Improvements W Voorhis Ave (Between S Clara Ave and S Woodland Blvd), DeLand, Volusia County Florida BET Project No. G23192 G23192 Limited Geotechnical Study Report.wpd

1.2 Pole-Mounted Traffic Signals

Proposed improvements, as pertain to BET's study, would consist of the construction of four (4) new pole-mounted traffic signals located on each corner of the intersection of West Voorhis Avenue and South Clara

Avenue. Anticipated foundations for pole-mounted traffic signals consist of either round shaft foundations or square spread footings. Design structural loads or conceptual designs/dimensions were not know at the time of this report.

2.0 FIELD STUDY

BET's field study, completed on July 15th, 2024, consisted of advancing eight (8) Standard Penetration Test

(SPT) borings (ASTM D-1586) along West Voorhis Avenue, adjacent to the proposed roadway widening areas, each to a depth of 10 feet below existing ground surface, supplemented by four (4) SPT borings in the proposed traffic signal pole locations at the intersection of West Voorhis Avenue and South Clara Avenue, each to a depth of 15 feet below existing ground surface. Approximate locations of the test borings are shown on the Boring Location Plan presented on Sheets A1 and A2 in Appendix A. Encountered subsurface conditions are presented in the form of Soil Profiles, along with corresponding Soil and Symbol Legend, shown on Sheet A3.

3.0 ENCOUNTERED SUBSURFACE CONDITIONS

3.1 Soil Conditions

In general, the borings within the proposed improvements encountered between 2 to 4 inches of asphalt concrete pavement section (Stratum A), underlaid by limerock base course (Stratum B), or concrete pavement section (Stratum C), extending to depths ranging from 8 to 12 inches below the existing ground surface.

Pavement section thicknesses are tabulated on Sheet A2 in Appendix A. BET notes that boring TB-2 encountered traces of brick paver fragments mixed within the fill deposits between depths of 3 to 24 inches below the existing ground surface. Underlying soils consisted of very loose to medium dense mixed dark gray-brown to gray-brown and light brown fine sands to slightly silty fine sands [Fill] (Stratum 1), extending to depths ranging from 0.8 to 4.0 feet below the existing ground surface. In exception was borings TB-9 and TB-12, which encountered surficial fill deposits (Stratum 1). Underlying soils to the boring termination depths consisted of very loose to medium dense light brown to light gray fine sands to silty fine sands (Stratum 2), and medium dense orangish-brown to gray-brown slightly clayey to clayey fine sands (Stratum 3). For a more in-depth soil stratification, please refer to the Soil Profiles presented on Sheet A3 in Appendix A.

3.2 Groundwater Conditions

Groundwater was not encountered within the maximum drilled depth of 15 feet at the SPT boring locations.

In exception was boring TB-4 which encountered groundwater at a depth of 13 feet below the existing ground surface at the time of drilling. BET notes that groundwater levels are subject to variation due to seasonal climate changes and man-induced influences. Seasonal high groundwater levels throughout the site are estimated to be in excess of 10 feet below the ground surface existing at the time of drilling.

-2-

BET Project No. G23192 G23192 Limited Geotechnical Study Report.wpd

It should be noted that the estimated seasonal high groundwater levels do not provide any assurance that groundwater levels will not exceed these estimated levels during any given year in the future. Should surface water drainage be impeded, or should rainfall intensity, quantity and duration exceed the normally anticipated quantities, groundwater levels might exceed our seasonal high estimates. Furthermore, changes in the surface hydrology and subsurface drainage could have significant effects on the normal and seasonal high groundwater levels.

4.0 GEOTECHNICAL EVALUATIONS AND RECOMMENDATIONS

4.1 Pavement Section Recommendations

The borings conducted along West Voorhis Avenue encountered asphaltic concrete pavement sections, underlaid by a limerock base course. Subgrade soils consist of fine sands, slightly clayey fine sands and/or slightly silty fine sands (Strata 1 and 2). At borings TB-5, TB-7, TB-10 and TB-11 the surficial asphaltic concrete pavement section is underlaid by concrete pavement. In BET’s opinion these are likely the remnants of an old pavement section which was built upon with the existing surficial asphaltic concrete pavement. Upon removal of the surficial asphaltic concrete pavement sections during reconstruction activities, BET advises the client to conduct a visual assessment of the underlying concrete pavement in order to determine if they need to be removed or if they may remain in-place in order to adequately reconstruct the new pavement section and to maintain the structural performance of the new pavement section.

Generally, the underlying subgrade soils appear to be relatively clean, stable granular materials which should be suitable for support of conventional asphalt and/or concrete pavement sections pending completion of certain earthwork activities. General Earthwork Recommendations are presented as Appendix B of this report. Pavement Section Recommendations are presented as Appendix C of this report.

4.2 Pole-Mounted Traffic Signal & Light Pole Foundation Recommendations

Foundations, or other subsurface structural elements should be adequately designed to resist lateral earth pressures, uplift pressures and hydrostatic pressures. For design purposes, BET recommends the use of the following estimated soil parameters:

SOIL PARAMETER VALUE

MOIST UNIT WEIGHT 110 pcf

SATURATED UNIT WEIGHT 125 pcf

SUBMERGED UNIT WEIGHT 60 pcf

INTERNAL FRICTION ANGLE 30E

ACTIVE EARTH PRESSURE COEFFICIENT 0.33

PASSIVE EARTH PRESSURE COEFFICIENT 3.0

AT-REST EARTH PRESSURE COEFFICIENT 0.5

SOIL - CONCRETE INTERFACE FRICTION ANGLE 20E

SUBGRADE MODULUS 200 psi/in

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BET Project No. G23192 G23192 Limited Geotechnical Study Report.wpd

Foundations for the proposed pole-mounted traffic signals and light poles should be proportioned for maximum soil contact bearing pressure of 1,000 psf, to include all dead, live, and wind loads. Additionally, the foundation should be designed to resist potential uplift loads. Actual foundation dimensions, embedment and reinforcing should be determined by a licensed Structural Engineer based on design structural loads, uplift loads and on the above allowable soil bearing pressure.

4.3 Review of Final Design Criteria

The evaluations and recommendations presented in this report are based partly on assumed design criteria.

Final design criteria, including site grading plans and foundation details, should be reviewed by BET in order that they may evaluate the applicability of their recommendations, and provide revised or additional recommendations as may be warranted.

BET appreciates the opportunity to be of service, and trusts this report is complete and sufficient for your needs. However, if you should have any questions or if BET may be of further service, please do not hesitate to call.

Respectfully, Bechtol Engineering and Testing, Inc.

Love B. Patel, P.E.

Senior Geotechnical Engineer Love B. Patel, P.E., State of Florida

Professional Engineer, License No. 90753

This item has been digitally signed and sealed by Love B. Patel, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed, and the signature must be verified on any electronic copies.

G23192 Limited Geotechnical Study Report.wpd

-4-

APPENDIX A

BORING LOCATION PLAN

SOIL PROFILES

SOIL & SYMBOL LEGEND

TB-7

TB-6

TB-4TB-3

TB-5

TB-2

TB-1

TB-9

TB-8

A P

P R

O V

E D

C H

E C

K E

D

F

IE

L D

D R

A W

N

D A

T E

S C

A L

E

P R

O J.

N O

C T

K T

C T

K G

ID L

P

/1

/2

N O

T E

D

G

S H

E E

T A

D

E L A

N D

V

O L

U S

IA

C

O U

N T

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F L

O R

ID

A

L

IM

IT

E

D G

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T E

C H

N

IC

A L S

T U

D Y

R O

A D

W A

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S

ID

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A L

K

L

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H T

IN

G

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N I

M P

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M E

N T

S

W E

S T

V O

O R

H

IS

A V

E N

U E

BORING LOCATION PLAN

SCALE: 1" = 40'

APPROXIMATE LOCATION OF STANDARD

PENETRATION TEST BORING

SYMBOL LEGEND

SCALE (feet)

0 20 30 40

TB-12

TB-11

TB-10

A P

P R

O V

E D

C H

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K E

D

F

IE

L D

D R

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ID

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A L S

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W A

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ID

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M P

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M E

N T

S

W E

S T

V O

O R

H

IS

A V

E N

U E

BORING LOCATION PLAN

SCALE: 1" = 40'

APPROXIMATE LOCATION OF STANDARD

PENETRATION TEST BORING

SYMBOL LEGEND

SCALE (feet)

0 20 30 40

A P

P R

O V

E D

C H

E C

K E

D

F

IE

L D

D R

A W

N

D A

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SOIL PROFILES

SOIL & SYMBOL LEGEND

VERTICAL SCALE: 1" = 5'

ASPHALTIC CONCRETE PAVEMENT SECTION

LIMEROCK BASE COURSE

CONCRETE PAVEMENT SECTION

MIXED DARK GRAY-BROWN TO GRAY-BROWN AND LIGHT

BROWN FINE SAND TO SLIGHTLY CLAYEY FINE SAND

[FILL], (SP)(SP-SC), VERY LOOSE TO MEDIUM DENSE

LIGHT BROWN TO LIGHT GRAY FINE SAND TO SILTY FINE

SAND, (SP)(SM), VERY LOOSE TO MEDIUM DENSE

ORANGISH-BROWN TO GRAY-BROWN SLIGHTLY CLAYEY

TO CLAYEY FINE SAND, (SP-SC)(SC), MEDIUM DENSE

SHOWN ON THE ONLINE FLORIDA GEOGRAPHIC INFORMATION

ELEVATION AT BORING LOCATIONS FROM TOPOGRAPHIC DATA

ELEVATIONS BASED ON INTERPOLATION OF GROUND SURFACE

*NOTE

OFFICES LiDAR MAPPING. ACTUAL ELEVATIONS MAY VARY.

C

B

A UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS

DETERMINED BY VISUAL EXAMINATION

GROUNDWATER LEVEL, REFERENCED IN FEET TO

EXISTING GROUND SURFACE, DATE OF READING

GROUNDWATER NOT ENCOUNTERED TO DEPTH OF

BORING ON DATE NOTED

STANDARD PENETRATION RESISTANCE IN BLOWS PER

FOOT

BORING HAND-AUGERED AT THIS DEPTH

N

(SP)

-13.0

7-15-24

GNE

7-15-24

TB-1

GNE

7-15-24

TB-2

GNE

7-15-24

TB-3

GNE

7-15-24

TB-4

E L

E V

A T

IO

N

I N

F E

E T

N A

V D

TB-5

GNE

7-15-24

TB-6

GNE

7-15-24

TB-7

GNE

7-15-24

TB-8

GNE

7-15-24

E L

E V

A T

IO

N

I N

F E

E T

N A

V D

TB-9

GNE

7-15-24

TB-10

GNE

7-15-24

TB-11

GNE

7-15-24

TB-12

GNE

7-15-24

E L

E V

A T

IO

N

I N

F E

E T

N A

V D

POLE-MOUNTED TRAFFIC SIGNALS

-13.0

7-15-24

TRACES OF BRICK

PAVER FRAGMENTS

APPENDIX B

GENERAL EARTHWORK RECOMMENDATIONS

BET Project No. G23192 G23192 Limited Geotechnical Study Report.wpd

APPENDIX B

GENERAL EARTHWORK RECOMMENDATIONS

1.0 CLEARING/GRUBBING

1.1 The pavement areas, plus suitable margins, should be cleared and stripped of all vegetation, surface topsoils, debris and any other unsuitable/deleterious materials which may be encountered.

1.2 Tree removal should include the extraction of stumps and associated root network.

2.0 SUBGRADE SOILS COMPACTION

2.1 Exposed subgrade soils in cleared and stripped pavement areas, should be wetted as needed to achieve near-optimum soil moisture conditions, and compacted to the degree and depth recommended below.

2.2 Recommended degree of subgrade soils compaction is 95% of the material’s theoretical maximum dry density, as determined by Modified Proctor Test (ASTM D-1557, AASHTO T-1 80).

2.3 Recommended depth of subgrade soils compaction in pavement areas is 1 foot below finish subgrade elevation or for each foot of compacted fill thickness, whichever is deeper.

3.0 FILL MATERIAL PLACEMENT AND COMPACTION

3.1 Fill soils utilized to raise pavement areas to desired grade should consist of clean, granular materials with less than 15% passing Number 200 U.S. Standard Sieve.

3.2 Fill soils should be spread in loose lifts not exceeding sixteen inches (16") if compacted with heavy compaction equipment and eight inches (8") if compacted with light hand operated equipment.

3.3 Each successive lift should be wetted as needed to achieve near-optimum soil moisture conditions and compacted by appropriate mechanical means to the degree recommended below.

3.4 Recommended degree of fill soils compaction is 95% of the material's theoretical maximum dry density, as determined by Modified Proctor Test (ASTM D-1557, AASHTO T-180).

4.0 COMPACTION TESTING

4.1 The recommended depth and degree of compaction for subgrade and fill soils should be verified by in-place density tests conducted in general conformance with appropriate ASTM density testing procedures.

4.2 Density tests should be conducted for each foot of compacted thickness at each test location.

4.3 Recommended minimum frequency of in-place density testing is one (1) location per:

• every 500 square feet of pavement area

Appropriate frequency of testing may vary depending upon construction procedures.

5.0 SPECIAL CONSIDERATIONS

5.1 The earthwork contractor should be aware of nearby structures, and use vibratory compaction equipment with appropriate discretion.

B-1

APPENDIX C

PAVEMENT SECTION RECOMMENDATIONS

BET Project No. G23192 G23192 Limited Geotechnical Study Report.wpd

APPENDIX C

PAVEMENT SECTION RECOMMENDATIONS

1.0 ASPHALT PAVEMENT

1.1 Surface Course

Surface course should consist of a minimum of two inches (compacted thickness) in heavy-duty truck marshaling and main drive areas, and a minimum of 1.5 inches (compacted thickness) in light duty parking areas of asphalt conforming to FDOT specifications for Superpave 12.5 mm or 9.5 mm traffic level “C” asphaltic concrete.

1.2 Base Course

1.2.1 Limerock: Base course should consist of a minimum of eight inches (compacted thickness) in heavy-duty truck marshaling and main drive areas, and six inches (compacted thickness) in light duty parking areas, of limerock compacted to minimum relative compaction of 98% of the material’s Modified Proctor (ASTM D-1557, AASHTO T-180) laboratory maximum dry density. If limerock base is desirable, it is recommended that lowest finish pavement grade be set a minimum of 24 inches above estimated average seasonal high groundwater level.

1.2.2 Crushed Concrete: Base course should consist of a minimum of eight inches (compacted thickness) in heavy-duty truck marshaling and main drive areas, and six inches (compacted thickness) in light duty parking areas of crushed concrete (minimum LBR 100) compacted to minimum relative compaction of 98% of the material's Modified Proctor (ASTM D-1557, AASHTO T-180) laboratory maximum dry density.

1.3 Stabilized Subgrade

Subbase should consist of a minimum of eight inches (compacted thickness) in heavy-duty truck marshaling and main drive areas, and six inches (compacted thickness) in light duty parking areas, of granular fill or native soils mixed with a quantity of suitable stabilization material sufficient to achieve a minimum Limerock Bearing Ratio of 40% (LBR 40). Subbase should be compacted to minimum relative compaction of 98% of the material's Modified Proctor (ASTM D-1 557, AASHTO T-1 80) laboratory maximum dry density.

2.0 CONCRETE PAVEMENT

2.1 Surface Course

Surface course should consist of a minimum of eight inches (8") in heavy-duty truck marshaling areas, and six inches (6") in light duty parking areas, of concrete with a minimum 28-day compressive strength of 4,000 pounds per square inch (psi). Construction and contraction joints should be provided in general conformance to PCA guidelines.

2.2 Stabilized Subgrade

Subgrade should consist of a minimum of 12-inches (compacted thickness) of granular fill or native soils mixed with a quantity of suitable stabilization material sufficient to achieve a minimum Limerock Bearing Ratio of 30% (LBR 30). Subgrade should be compacted to minimum relative compaction of 95% of the material's Modified Proctor (ASTM 0-1557, AASHTO T-180) laboratory maximum dry density.

Actual design pavement section should be determined by a licensed Civil Engineer based on design vehicle loadings and frequencies.

C-1

Sheet No.ByNo. Date

ByNo. Date Revision Revision

8 C 2026 Job No.

Date:

Checked by:

Designed by:

Drawn by:

Volusia County, FloridaD0932.1

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

CPH ,LLC

A Full Service A &E Firm

Plans Prepared By:

www.cphcorp.com

Building Better Communities Together City of DeLand

Voorhis Ave. Streetscape

G. Pugh

G. Pugh 4/30/2025

M. Erquitt

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

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L 6Landscape Notes

LANDSCAPE NOTES:

1. The landscape Contractor shall be responsible for all materials and all work as called for on the Landscape Plans and in the Landscape Specifications.

In the event of variation between quantities shown on plant list and the plans, the plans shall control. The Landscape Contractor shall verify all quantities and report any discrepancies at the time of bidding.

2. The Landscape Contractor shall review architectural/engineering plans and become thoroughly familiar with surface and subsurface utilities.

3. Prior to construction, the contractor shall be responsible for locating all underground utilities and shall avoid damage to all utilities during the course of the work. Locations of existing buried utility lines shown on the plans are based upon best available information and are considered to be approximate.

It shall be the responsibility of the contractor 1) to verify the locations of utility lines within and adjacent to the work area 2) to protect all utility lines during the construction period 3) to repair any and all damage to utilities, structures, site appurtenances, etc. which occurs as a result of the construction 4) To field adjust the location of proposed trees and palms 10' off the center of the utility lines. Notify the Landscape Architect if a 10' offset does not function.

4. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the irrigation work to ensure availability and proper location of irrigation items and plants.

5. Contractor shall ensure that there are no visual obstructions to vehicle lines of sight and traffic controls. Contractor shall field adjust tree and/or large shrub locations to avoid any such obstructions.

6. Trees shall be maintained by the owner to avoid future such obstructions by pruning trees and/or shrubs as necessary utilizing horticulturally sound techniques.

7. All planting shall be performed by personnel familiar with planting procedure and under the supervision of a qualified planting foreman.

8. All plant material shall be graded Florida No. 1 or better as outlined under Grades and Standards for Nursery Stock, Part I and II, published by the Florida Department of Agriculture and Consumer Services.

9. The minimum acceptable size of all plants, measured after pruning, with branches in normal positions, shall conform to the measurements specified on the plant list or as indicated on the landscape drawing. Height and spread dimensions refer to main body of the plant and not extreme branch tip to tip. Trunk caliper (trunk diameter) is measured 6 inches from the ground on trees up to and including 4 inches in caliper, and 12 inches from the ground for larger trees. Since trunks are seldom round, the average of the largest diameter and that perpendicular to it is referred to as caliper. When the plant list description calls out DBH or caliper at DBH, it shall govern over the caliper definition in this note.

10. The Landscape Architect or Owner shall have the right, at any stage of the operations, to reject any and all work and materials which, in his opinion, do not meet with the requirements of these specifications.

11. Except as otherwise specified, the Landscape Contractor's work shall conform to accepted horticultural practices as used in the trade.

12. Plants shall be protected upon arrival at the site, by being thoroughly watered and properly maintained until planted.

13. TOPSOIL

Topsoil shall be natural, friable, fertile, fine loamy soil possessing characteristics of representative topsoil in the vicinity that produces heavy growth.

Topsoil shall have a pH range of 5.5 to 7.4, free from subsoil, objectionable weeds, litter, sods, stiff clay, stones larger than 1-inch in diameter, stumps, roots, trash, toxic substances, or any other material which may be harmful to plant growth or hinder planting operations. Top soil shall contain a minimum of three percent organic material. 6'' Top Soil shall be placed in all turf & landscape areas.

14. All tree pits shall be excavated to size and depth in accordance with the Florida Grades & Standards for Nursery Stock, unless shown otherwise on the drawings, and backfilled with the specified planting soil. The Landscape Contractor shall test fill all tree pits with water before planting to assure proper drainage percolation is available.

15. The Landscape Contractor shall be responsible for proper watering of all plants. All plants shall be thoroughly watered at time of planting and kept adequately watered for plants to thrive as defined by Florida Grades and Standards for Nursery stock until time of acceptance. It shall be the Landscape Contractor's responsibility to assure that plants are not over watered.

16. It shall be the Landscape Contractor's responsibility to prevent plants from falling or being blown over, to re-straighten and replant all plants which lean or fall and to replace all plants which are damaged due to lack of proper guying or staking. The Landscape Contractor shall be legally liable for any damage caused by instability of any plant material.

17. All Palms to be staked as indicated per Palm staking details. All other trees to be stabilized utilizing 8' lodge poles per tree planting details.

18. Plants blown over by high winds, within the guaranteed period, shall not be cause for additional expense to the Owner, but shall be the responsibility of the Landscape Contractor. Damaged plants shall be replaced by the Landscape Contractor at no additional cost to the Owner.

19. Sod shall be of a species specified on the drawings and originate from a commercial turf grower, whose farm is free of muck soils. Muck grown sod will not be approved. It shall be a dense stand of live turf, reasonably free of weeds, well matted with grass roots in rectangles 12 inch by 24 inch or in 12 inch wide rolls in a length consistent with the equipment and methods used to handle the rolls and place the sod. Any netting contained within the sod shall be certified by the manufacturer to be bio-degradable. The soil and root mat shall be a minimum of 1-1/2 inch thick and must hold together during placement. Sod shall be place adjacent to one another to avoid gaps and overlaps. Joints shall be staggered between the rows. Sod placed on slopes exceeding 3:1 shall be pinned with turf staples. Sod turf, shall have been mowed a minimum of one week prior to cutting and delivery, so that the length of the turf is no longer than 4 inches at time of delivery. Place sod within 48 hours of cutting the sod. The sod shall be kept moist throughout the 48 hour period to maintain the health and viability of the sod. Submit a letter of certification to the Owner's CEI Representative, at time of delivery, as to the source of the sod, the time it was cut, the species and cultivars provided, last mowing date, and that the sod is free of fire ants.

Sod which has been cut for longer than 48 hours after being cut shall not be used unless specifically authorized by Owner's CEI Representative.

20. It shall be the Contractor's responsibility to measure and determine the exact quantity of sod required for a complete job at the time of bidding or providing a price quote. The Owner shall not be responsible for additional cost due to the Contractor's under estimating of the quantity of sod for the original bid area.

21. The Landscape Contractor shall insure adequate vertical drainage in all plant beds, planters, and sod areas. Vertical drilling through any compacted fill to native soil shall be accomplished to insure drainage. If well drained fill is necessary to assure positive drainage, this issue shall be brought up by the Landscape Contractor at time of bidding.

22. UNSUITABLE SUBSOILS

Locations containing unsuitable subsoil shall be treated by one or more of the following:

A. Where unsuitability is deemed by Owner or Owner's Representative to be due to excessive compaction caused by heavy equipment and where natural subsoil is other than AASHTO classification of A6 or A7, loosen such areas with spikes, discing, or other means to loosen soil to condition acceptable to Owner. Loosen soil to minimum depth of 12 inches with additional loosening as required to obtain adequate drainage. Contractor may introduce peat moss, sand, or organic matter into the subsoil to obtain adequate measures shall be considered as incidental, without additional cost to Owner.

B. Where unsuitability is deemed by Owner or Owner's Representative to be due to presence of boards, mortar, concrete, graded aggregate base, or other construction materials in sub grade and where natural subsoil is other than AASHTO classification of A6 or A7, remove debris and objectionable material. Such remedial measures shall be considered as incidental, without additional cost to Owner.

C. Where unsuitability is deemed by Owner to be because natural subsoil falls into AASHTO classification of A6 or A7 and contains moisture in excess of 30 percent, then installation of sub drainage system or other means described elsewhere in Specifications shall be used. Where such conditions have not been known or revealed prior to planting time and they have not been recognized in preparation of The Drawings and Specifications, then Owner shall issue pricing order to install proper remedial measures.

D. Planting beds where existing subsoil is determined by Owner to be unsuitable for plant growth in accordance paragraph Unsuitable Subsoil herein shall be excavated to a depth of 12 inches or as needed to provide adequate drainage. Replace excavated soil with planting soil.

23. The Landscape Contractor shall ensure that his work does not interrupt established or projected drainage patterns.

24. The Landscape Contractor shall prune, shape and remove dead foliage/limbs from existing plant material to remain. Confirm with the Landscape Architect or Owner the extent of work required at time of Bidding.

25. Mulch - All plant beds shall be top dressed with 3" shredded hardwood mulch (or approved equal). Cypress mulch not permitted. A 5' diameter mulch ring is to be placed around trees located in sod areas or outside of planting beds.

26. Transplanted Material - The Landscape Contractor shall be responsible for determining and evaluating which plant materials are suitable for transplanting and shall verify this with the Landscape Architect or Owner. The Landscape Contractor shall take all reasonable, horticulturally acceptable measures to assure the successful transplanting of determined plant materials. The Landscape Contractor shall be responsible for replacing any relocated plant materials which die if such measures are not taken, as determined by the Landscape Architect or Owner. Replacement plants shall be of identical species and size if required.

27. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE:

A. Maintenance shall commence after each plant is planted and the maintenance period shall continue until the job or specific phase of the job is accepted by the Landscape Architect or Owner. Extreme care shall be taken to instruct the Owner or his representatives in general maintenance procedures.

B. Plant maintenance shall include watering, pruning, weeding, cultivating, mulching, tightening, and repairing of guys, replacement of sick or dead plants, resetting plants to proper grades or upright positions and restoration of the planting saucer and all other care needed for proper growth of the plants.

C. During the maintenance period and up to the date of final acceptance, the Landscape Contractor shall do all seasonal spraying and/or dusting of trees and shrubs. Upon completion of all planting, an inspection for acceptance of work will be held. The Landscape Contractor shall notify the Landscape Architect or Owner for scheduling of the inspection 10 days prior to the anticipated date.

D. At the time of the inspection, if all of the materials are acceptable, a written notice will be given by the Landscape Architect or Owner to the Landscape Contractor Stating the date when the Maintenance Period ends.

GUARANTEE AND REPLACEMENT:

A. All plant materials shall be guaranteed for one (1) year from the time of final inspection and interim acceptance shall be alive and in satisfactory growth for each specific kind of plant at the end of the guaranteed period.

B. At the end of the guarantee period, any plant required under this contract that is dead or not in satisfactory growth, as determined by the Owner or the Landscape Architect, shall be removed and replaced. Replacement plants shall have an extended guarantee, as noted above, from time of replacement.

C. All replacements shall be planted of the same kind and size as specified on the plant list. They shall be the responsibility of the Landscape Contractor.

AutoCAD SHX Text J:\D0932.1\Landscape\DWG\PreliminaryDesign\Plans\D0932.1 LSP.dwg, 9/15/2026 7:52:15 AM, Alejandro Mejia, , 9/15/2026 7:52:15 AM, Alejandro Mejia, 9/15/2026 7:52:15 AM, Alejandro Mejia, , Alejandro Mejia, Alejandro Mejia, , Voorhis Avenue Streetscape ESTIMATED BY: MWL

City of DeLand DATE: 9/10/2026

Add Alt 1 CHECKED BY: AM

PLAN FINAL

1 101 1 MOBILIZATION LS 1

2 102 1 MAINTENANCE OF TRAFFIC LS 1

3 104 10 3 SEDIMENT BARRIER LF 1424

4 104 18 INLET PROTECTION SYSTEM EA 5

5 110 1 1 CLEARING & GRUBBING AC 1.13

6 110 4 10 REMOVAL OF EXISTING CONCRETE SY 1993

7 120 1 REGULAR EXCAVATION CY 388

8 120 6 EMBANKMENT CY 8

9 160 4 TYPE B STABILIZATION (LBR40)(12") SY 4279

10 285 706 OPTIONAL BASE GROUP 06 CRUSHED CONC. (8") SY 3210

11 334 1 53 SUPERPAVE ASHPALT CONC. TRAFFIC C, 1" TN 177

12 337 7 82 ASPHALT CONC. FRICTION COURSE, TRAFFIC C, FC-9.5, 1" TN 177

13 350 3 5 PLAIN CEMENT CONC. PAVEMENT, 8" SY 41

14 425 1 311 INLETS, CURB, TYPE P-1, <10' EA 1

15 425 1 325 INLETS, CURB, TYPE P-2, PARTIAL EA 1

16 425 1 341 INLETS, CURB, TYPE P-4, <10' EA 1

17 425 2 63 MANHOLES, P-8, PARTIAL EA 1

18 425 5 MANHOLE, ADJUST EA 7

19 425 6 VALVE BOXES, ADJUST EA 4

20 425 6 1 METER BOXES, ADJUST EA 20

21 430 174 115 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 15"SD LF 49

22 520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 2696

23 520 2 1 CONCRETE CURB, TYPE A LF 71

24 522 1 CONCRETE, SIDEWALK, 4" THICK SY 2152

25 522 2 CONCRETE, SIDEWALK & DRIVEWAYS, 6" THICK SY 983

26 523 3 PATTERNED PAVEMENT, CONC., 8" SY 304

27 527 2 DETECTABLE WARNINGS SF 440

28 630 2 11 CONDUIT, F&I LF 4650

29 635 2 11 PULL & SPLICE BOX, F&I EA 26

30 641 2 60 PRESTRESSED CONC. POLE, COMPLETE REMOVAL EA 2

31 653 1 60 PEDESTRIAN SIGNAL - REMOVE PED SIGNAL EA 1

32 654 2 28 REC RAPID FLASHING BEACON, F&I, - SOLAR, SIGN ASSEMBLY AS 2

33 700 1 111 SINGLE POST SIGN, F&I, <12SF AS 6

34 700 1 500 SINGLE POST SIGN, RELOCATE AS 1

35 706 1 3 RAISED PAVEMENT MARKER (RPM) YELLOW EA 180

36 710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1

37 711 11 123 THERMOPLASTIC, STD, SOLID, WHITE, 12" LF 566

38 711 11 125 THERMOPLASTIC, STD, SOLID, WHITE, 24" LF 110

39 711 11 224 THERMOPLASTIC, STD, YELLOW, SOLID, 18" LF 304

40 711 15 201 THERMOPLASTIC, STD - OP, YELLOW,SOLID,6" GM 0.678

41 711 17 1

THERMOPLASTIC, REMOVE EXIST. THERMOPLASTIC PAVEMENT MARKING -

SURFACE TO REMAIN SF 445

42 164 4800 FIRE HYDRANT, ADJUST & MODIFY EA 1

43 1080 21400 UTILITY FIXTURE, VALVE/METER BOX, RELOCATE EA 4

PLAN FINAL

42 BENCH: Dumor 490-60PL, Black, 6' Cast Aluminum Bench, Recycled Plastic EA 7

LITTER RECEPTACLE: Dumor 102-32SH, Black, 32-Gallon Steel Receptacle with

Sheild EA 7

MULTI-COLOR INTERSECTION GRAPHIC: Applied with StreetBond Coatings over Asphalt SF 1,126

EAGLESTON HOLLY 'ILEX 'EAGLESTON' 45 GAL., 3"CAL., 8' MIN. HT., 28"

SPRD. EA 11

TUSCARORA CRAPE MYRTLE 'LAGERSTROEMIA INDICA FAURIEI

"TUSCARORA"' 45 GAL., 3"CAL., 8' MIN. HT., 4'SPRD. STANDARD TRUNK

EA 8

47 BLUE DAZE 'EVOLVULUS GLOMERATUS' 1 GAL., FULL, 12" O.C. EA 302

48 LANTANA 'LANTANA MONTEVIDENSIS' 1 GAL., FULL, 12" O.C. EA 374

49 IRRIGATION SYSTEM LS 1

PLAN FINAL

50 630 2 11 CONDUIT, F&I, OPEN TRENCH LF 58

51 630 2 12 CONDUIT, F&I, DIRECTIONAL BORE LF 304

52 632 7 1 SIGNAL CABLE - NEW INTERSECTION, F&I PI 1

53 635 2 11 PULL & SPLICE BOX, F&I, 13"x24" EA 16

54 646 1 11 ALUMINUM SIGNALS POLE, PEDESTAL (CUSTOM SIGNAL POLE) EA 4

55 646 1 12

ALUMINUM SIGNALS POLE, FURNISH & INSTALL PEDESTRIAN DETECTOR

POST EA 4

56 650 1 14 VEHICULAR TRAFFIC SIGNAL, F&I, ALUMINUM, 3 SECTION, 1 WAY AS 8

57 653 1 11 PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1 WAY AS 8

58 660 2 106 LOOP ASSEMBLY, F&I, TYPE F EA 4

59 665 1 11 PEDESTRIAN DETECTOR, F&I, STANDARD EA 8

VOORHIS AVE ROADWAY IMPROVEMENTS

SIGNAL IMPROVEMENTS

ITEM

NUMBER

SUMMARY OF PAY ITEMS

PROJECT: D0932

PAY ITEM

NUMBER

ITEM DESCRIPTION UNIT

QUANTITY

ITEM

NUMBER

PAY ITEM

NUMBER

ITEM DESCRIPTION UNIT

QUANTITY

ITEM

NUMBER

PAY ITEM

NUMBER

ITEM DESCRIPTION UNIT

QUANTITY

LANDSCAPE / HARDSCAPE IMPROVEMENTS

Add Alt 2 CHECKED BY: AM

PLAN FINAL

1 101 1 MOBILIZATION LS 1

2 102 1 MAINTENANCE OF TRAFFIC LS 1

3 104 10 3 SEDIMENT BARRIER LF 590

4 104 18 INLET PROTECTION SYSTEM EA 3

5 110 1 1 CLEARING & GRUBBING AC 0.96

6 110 4 10 REMOVAL OF EXISTING CONCRETE SY 839

7 120 1 REGULAR EXCAVATION CY 223

8 120 6 EMBANKMENT CY 7

9 160 4 TYPE B STABILIZATION (LBR40)(12") SY 2443

10 285 706 OPTIONAL BASE GROUP 06 CRUSHED CONC. (8") SY 2371

11 334 1 53 SUPERPAVE ASHPALT CONC. TRAFFIC C, 1" TN 130

12 337 7 82 ASPHALT CONC. FRICTION COURSE, TRAFFIC C, FC-9.5, 1" TN 130

13 425 1 311 INLETS, CURB, TYPE P-1, <10' EA 1

14 425 1 325 INLETS, CURB, TYPE P-2, PARTIAL EA 1

15 425 1 341 INLETS, CURB, TYPE P-4, <10' EA 1

16 425 2 63 MANHOLES, P-8, PARTIAL EA 1

17 425 5 MANHOLE, ADJUST EA 5

18 425 6 1 METER BOXES, ADJUST EA 7

19 430 174 115 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 15"SD LF 107

20 520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 1608

21 520 2 1 CONCRETE CURB, TYPE A LF 71

22 522 1 CONCRETE, SIDEWALK, 4" THICK SY 1217

23 522 2 CONCRETE, SIDEWALK & DRIVEWAYS, 6" THICK SY 506

24 523 3 PATTERNED PAVEMENT, CONC., 8" SY 275

25 527 2 DETECTABLE WARNINGS SF 354

26 630 2 11 CONDUIT, F&I LF 2325

27 635 2 11 PULL & SPLICE BOX, F&I EA 13

28 641 2 60 PRESTRESSED CONC. POLE, COMPLETE REMOVAL EA 2

29 653 1 60 PEDESTRIAN SIGNAL - REMOVE PED SIGNAL EA 1

30 654 2 28 REC RAPID FLASHING BEACON, F&I, - SOLAR, SIGN ASSEMBLY AS 2

31 700 1 111 SINGLE POST SIGN, F&I, <12SF AS 6

32 700 1 500 SINGLE POST SIGN, RELOCATE AS 1

33 706 1 3 RAISED PAVEMENT MARKER (RPM) YELLOW EA 90

34 710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1

35 711 11 123 THERMOPLASTIC, STD, SOLID, WHITE, 12" LF 482

36 711 11 125 THERMOPLASTIC, STD, SOLID, WHITE, 24" LF 102

37 711 11 224 THERMOPLASTIC, STD, YELLOW, SOLID, 18" LF 304

38 711 15 201 THERMOPLASTIC, STD - OP, YELLOW,SOLID,6" GM 0.433

39 711 17 1

THERMOPLASTIC, REMOVE EXIST. THERMOPLASTIC PAVEMENT MARKING

- SURFACE TO REMAIN SF 250

40 1080 21400 UTILITY FIXTURE, VALVE/METER BOX, RELOCATE EA 4

PLAN FINAL

41 BENCH: Dumor 490-60PL, Black, 6' Cast Aluminum Bench, Recycled Plastic EA 3

LITTER RECEPTACLE: Dumor 102-32SH, Black, 32-Gallon Steel Receptacle with Sheild EA 3

MULTI-COLOR INTERSECTION GRAPHIC: Applied with StreetBond Coatings over Asphalt SF 1,126

EAGLESTON HOLLY 'ILEX 'EAGLESTON' 45 GAL., 3"CAL., 8' MIN. HT., 28"

SPRD. EA 6

TUSCARORA CRAPE MYRTLE 'LAGERSTROEMIA INDICA FAURIEI

"TUSCARORA"' 45 GAL., 3"CAL., 8' MIN. HT., 4'SPRD. STANDARD TRUNK

EA 5

46 BLUE DAZE 'EVOLVULUS GLOMERATUS' 1 GAL., FULL, 12" O.C. EA 200

47 LANTANA 'LANTANA MONTEVIDENSIS' 1 GAL., FULL, 12" O.C. EA 204

48 IRRIGATION SYSTEM LS 1

PLAN FINAL

49 630 2 11 CONDUIT, F&I, OPEN TRENCH LF 58

50 630 2 12 CONDUIT, F&I, DIRECTIONAL BORE LF 304

51 632 7 1 SIGNAL CABLE - NEW INTERSECTION, F&I PI 1

52 635 2 11 PULL & SPLICE BOX, F&I, 13"x24" EA 16

53 646 1 11 ALUMINUM SIGNALS POLE, PEDESTAL (CUSTOM SIGNAL POLE) EA 4

54 646 1 12

ALUMINUM SIGNALS POLE, FURNISH & INSTALL PEDESTRIAN DETECTOR

POST EA 4

55 650 1 14 VEHICULAR TRAFFIC SIGNAL, F&I, ALUMINUM, 3 SECTION, 1 WAY AS 8

56 653 1 11 PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1 WAY AS 8

57 660 2 106 LOOP ASSEMBLY, F&I, TYPE F EA 4

58 665 1 11 PEDESTRIAN DETECTOR, F&I, STANDARD EA 8

SIGNAL IMPROVEMENTS

LANDSCAPE / HARDSCAPE IMPROVEMENTS

SUMMARY OF PAY ITEMS

PROJECT: D0932

PAY ITEM

NUMBER

ITEM DESCRIPTION UNIT

QUANTITY

CLARA AVE to STA. 110+17.74 IMPROVEMENTS

ITEM

NUMBER

ITEM

NUMBER

PAY ITEM

NUMBER

ITEM DESCRIPTION UNIT

QUANTITY

ITEM

NUMBER

PAY ITEM

NUMBER

ITEM DESCRIPTION UNIT

Add Alt 3 CHECKED BY: AM

PLAN FINAL

1 101 1 MOBILIZATION LS 1

2 102 1 MAINTENANCE OF TRAFFIC LS 1

3 104 10 3 SEDIMENT BARRIER LF 496

4 104 18 INLET PROTECTION SYSTEM EA 2

5 110 1 1 CLEARING & GRUBBING AC 0.88

6 110 4 10 REMOVAL OF EXISTING CONCRETE SY 789

7 120 1 REGULAR EXCAVATION CY 244

8 120 6 EMBANKMENT CY 1

9 160 4 TYPE B STABILIZATION (LBR40)(12") SY 2046

10 285 706 OPTIONAL BASE GROUP 06 CRUSHED CONC. (8") SY 1984

11 334 1 53 SUPERPAVE ASHPALT CONC. TRAFFIC C, 1" TN 109

12 337 7 82 ASPHALT CONC. FRICTION COURSE, TRAFFIC C, FC-9.5, 1" TN 109

13 350 3 5 PLAIN CEMENT CONC. PAVEMENT, 8" SY 41

14 425 5 MANHOLE, ADJUST EA 2

15 425 6 VALVE, ADJUST EA 5

16 425 6 1 METER BOXES, ADJUST EA 13

17 520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 1540

18 522 1 CONCRETE, SIDEWALK, 4" THICK SY 1173

19 522 2 CONCRETE, SIDEWALK & DRIVEWAYS, 6" THICK SY 640

20 523 3 PATTERNED PAVEMENT, CONC., 8" SY 170

21 527 2 DETECTABLE WARNINGS SF 291

22 630 2 11 CONDUIT, F&I LF 2325

23 635 2 11 PULL & SPLICE BOX, F&I EA 13

24 700 1 111 SINGLE POST SIGN, F&I, <12SF AS 3

25 700 1 500 SINGLE POST SIGN, RELOCATE AS 1

26 706 1 3 RAISED PAVEMENT MARKER (RPM) YELLOW EA 90

27 711 11 123 THERMOPLASTIC, STD, SOLID, WHITE, 12" LF 319

28 711 11 125 THERMOPLASTIC, STD, SOLID, WHITE, 24" LF 51

29 711 11 224 THERMOPLASTIC, STD, YELLOW, SOLID, 18" LF 247

30 711 15 201 THERMOPLASTIC, STD - OP, YELLOW,SOLID,6" GM 0.433

31 711 17 1

THERMOPLASTIC, REMOVE EXIST. THERMOPLASTIC PAVEMENT MARKING

- SURFACE TO REMAIN SF 195

32 164 4800 FIRE HYDRANT, ADJUST & MODIFY EA 1

33 1080 21400 UTILITY FIXTURE, VALVE/METER BOX, RELOCATE EA 1

PLAN FINAL

34 BENCH: Dumor 490-60PL, Black, 6' Cast Aluminum Bench, Recycled Plastic EA 4

LITTER RECEPTACLE: Dumor 102-32SH, Black, 32-Gallon Steel Receptacle with

Sheild EA 4

EAGLESTON HOLLY 'ILEX 'EAGLESTON' 45 GAL., 3"CAL., 8' MIN. HT.,

28" SPRD. EA 5

TUSCARORA CRAPE MYRTLE 'LAGERSTROEMIA INDICA FAURIEI

"TUSCARORA"' 45 GAL., 3"CAL., 8' MIN. HT., 4'SPRD. STANDARD TRUNK

EA 3

38 BLUE DAZE 'EVOLVULUS GLOMERATUS' 1 GAL., FULL, 12" O.C. EA 102

39 LANTANA 'LANTANA MONTEVIDENSIS' 1 GAL., FULL, 12" O.C. EA 170

40 IRRIGATION SYSTEM LS 1

SUMMARY OF PAY ITEMS

PROJECT: D0932

STA.108+00 to WOODLAND BLVD IMPROVEMENTS

LANDSCAPE / HARDSCAPE IMPROVEMENTS

ITEM

NUMBER

PAY ITEM

NUMBER

ITEM DESCRIPTION UNIT

QUANTITY

ITEM

NUMBER

PAY ITEM

NUMBER

Add Alt 4 CHECKED BY: AM

PLAN FINAL

1 101 1 MOBILIZATION LS 1

2 102 1 MAINTENANCE OF TRAFFIC LS 1

3 104 10 3 SEDIMENT BARRIER LF 26

4 104 18 INLET PROTECTION SYSTEM EA 1

5 110 1 1 CLEARING & GRUBBING AC 0.29

6 110 4 10 REMOVAL OF EXISTING CONCRETE SY 286

7 120 1 REGULAR EXCAVATION CY 80

8 120 6 EMBANKMENT CY 8

9 160 4 TYPE B STABILIZATION (LBR40)(12") SY 991

10 285 706 OPTIONAL BASE GROUP 06 CRUSHED CONC. (8") SY 969

11 334 1 53 SUPERPAVE ASHPALT CONC. TRAFFIC C, 1" TN 53

12 337 7 82 ASPHALT CONC. FRICTION COURSE, TRAFFIC C, FC-9.5, 1" TN 53

13 425 5 MANHOLE, ADJUST EA 1

14 425 6 VALVE, ADJUST EA 1

15 520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 468

16 522 1 CONCRETE, SIDEWALK, 4" THICK SY 53

17 522 2 CONCRETE, SIDEWALK & DRIVEWAYS, 6" THICK SY 131

18 523 3 PATTERNED PAVEMENT, CONC., 8" SY 141

19 635 2 11 PULL & SPLICE BOX, F&I EA 4

20 700 1 111 SINGLE POST SIGN, F&I, <12SF AS 3

21 700 1 500 SINGLE POST SIGN, RELOCATE AS 1

22 706 1 3 RAISED PAVEMENT MARKER (RPM) YELLOW EA 12

23 711 11 123 THERMOPLASTIC, STD, SOLID, WHITE, 12" LF 265

24 711 11 125 THERMOPLASTIC, STD, SOLID, WHITE, 24" LF 67

25…