Exhibit_E_-_Technical_Specifications_-REVISION_2.pdf

Technical Specifications Lantern Park Stormwater Pond September 2026

LANTERN PARK STORMWATER POND

TECHNICAL SPECIFICATIONS

September 2026

Prepared For:

City of South Daytona

1672 S Ridgewood Avenue

South Daytona, Florida 32119

Prepared By:

11301 Corporate Boulevard, Suite 305

Orlando, Florida 32817

MEASUREMENT AND PAYMENT

A. GENERAL DESCRIPTION.

1. PAYMENT FOR ALL WORK SHALL BE IN COMPLIANCE WITH THE CONTRACT

DOCUMENTS, INCLUSIVE OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS, AND

PERFORMANCE OF ALL OPERATIONS RELATIVE TO CONSTRUCTION OF THIS PROJECT,

WILL BE MADE UNDER PAY ITEMS LISTED HEREIN. PAYMENT FOR ITEMS OF WORK

SPECIFIED IN THE CONTRACT DOCUMENTS, NOT SPECIFICALLY MENTIONED BELOW,

BUT APPLICABLE TO THE WORK, SHALL BE DEEMED AS BEING INCLUDED IN THE BID

AMOUNTS OF THE APPLICABLE BID ITEMS. WORK FOR WHICH THERE IS NOT A PAY

ITEM WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL

COMPENSATION WILL BE ALLOWED. THIS IS A LUMP SUM BID AND COMPENSATION

PROJECT.

2. THE OWNER RESERVES THE RIGHT TO ALTER THE DRAWINGS, MODIFY INCIDENTAL

WORK AS MAY BE NECESSARY, AND INCREASE OR DECREASE QUANTITIES OF WORK

TO BE PERFORMED TO ACCORD WITH SUCH CHANGES, INCLUDING DEDUCTION OR

CANCELLATION OF ANY ONE OR MORE OF THE PAY ITEMS. CHANGES IN THE WORK

SHALL NOT BE CONSIDERED AS A WAIVER OF ANY CONDITIONS OF THE CONTRACT

NOR INVALIDATE ANY PROVISIONS THEREOF. WHEN CHANGES RESULT IN CHANGES IN

QUANTITIES OF WORK TO BE PERFORMED, THE CONTRACTOR WILL ACCEPT PAYMENT

ACCORDING TO CONTRACT UNIT PRICES THAT APPEAR IN THE ORIGINAL CONTRACT.

A SUPPLEMENTAL AGREEMENT BETWEEN THE CONTRACTOR AND THE OWNER WILL

BE REQUIRED WHEN SUCH CHANGES INVOLVE A NET INCREASE OR DECREASE OF

MORE THAN 25% PERCENT IN THE TOTAL CONTRACT AMOUNT.

3. QUANTITIES NECESSARY TO COMPLETE THE WORK AS SHOWN ON THE DRAWINGS OR

AS SPECIFIED HEREIN SHALL GOVERN OVER THOSE SHOWN IN THE BID. THE

CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY APPARENT ERROR OR OMISSION

IN THE DRAWINGS OR SPECIFICATIONS, AND THE ENGINEER SHALL BE PERMITTED TO

MAKE CORRECTIONS AND INTERPRETATIONS AS MAY BE DEEMED NECESSARY FOR

FULFILLMENT OF THE INTENT OF THE CONTRACT DOCUMENTS.

4. THE ENGINEER WILL MAKE MEASUREMENTS AND DETERMINATIONS AS NECESSARY

TO CLASSIFY THE WORK WITHIN PAY ITEMS AND DETERMINE THE QUANTITIES FOR

PAY PURPOSES; SUCH DECISIONS WILL BE FINAL AFTER 3 DAYS IF THE CONTRACTOR

DOES NOT SUBMIT A WRITTEN NOTICE AS DEFINED IN THE FOLLOWING PARAGRAPH.

5. IF THE CONTRACTOR DIFFERS WITH THE ENGINEER'S CLASSIFICATION OF THE PAY

ITEMS OR DETERMINATION OF QUANTITIES OF THE PAY ITEMS, THE CONTRACTOR

MUST NOTIFY THE ENGINEER IN WRITING WITHIN 3 DAYS OF THE TIME THAT THE

CONTRACTOR IS INFORMED OF THE ENGINEER'S DECISION. OTHERWISE, THE OWNER

WILL NOT CONSIDER ANY SUCH DIFFERENCE AS A CLAIM FOR PAYMENT.

B. PAY ITEMS.

1. MOBILIZATION (PAY ITEM NO. 101-1)

A. SCOPE OF WORK: PER FDOT SECTION 101. THE CONTRACTOR IS RESPONSIBLE FOR

ALL PREPARATORY WORK AND OPERATIONS IN MOBILIZING FOR BEGINNING WORK

ON THIS PROJECT INCLUDING ADMINISTRATION, LABOR, DEVICES, AND MATERIALS

AS OUTLINED IN SECTION 101 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 101-1 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM PRICE BID FOR PAY ITEM

101-1, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 101- 1.

2. MAINTENANCE OF TRAFFIC (PAY ITEM NO. 102-1)

A. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAFFIC

WITHIN THE LIMITS OF THE PROJECT FOR THE DURATION OF THE CONSTRUCTION

PERIOD INCLUDING LABOR, DEVICES, AND MATERIALS AS OUTLINED IN SECTION

12.3 OF THE VOLUSIA COUNTY UTILITY SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 102-1 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM PRICE BID FOR PAY ITEM

102-1, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 102-1.

3. PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION

(PAY ITEM NO. 104-1)

A. SCOPE OF WORK: PER FDOT SECTION 104. THE CONTRACTOR IS RESPONSIBLE FOR

ALL EROSION CONTROL REQUIREMENTS AS SPECIFIED ON THIS PROJECT

INCLUDING LABOR, DEVICES, AND MATERIALS AS OUTLINED IN SECTION 104 OF THE

FDOT SPECIFICATIONS AND PROJECT DRAWINGS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 104-1 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM PRICE BID FOR PAY ITEM

104-1, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 104-1.

4. CLEARING AND GRUBBING (PAY ITEM NO. 110-1-1)

D. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL CLEARING AND

GRUBBING REQUIREMENTS ON THIS PROJECT INCLUDING LABOR, EQUIPMENT, AND

STORAGE AND DISPOSAL OF MATERIALS AS OUTLINED IN SECTION 13.2 OF THE

VOLUSIA COUNTY UTILITY SPECIFICATIONS.

A. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 110-1-1 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

B. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM PRICE BID FOR PAY ITEM

110-1-1, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 110-1-1.

5. REGULAR EXCAVATION (PAY ITEM 120-1)

A. SCOPE OF WORK: PER FDOT SECTION 120. THE CONTRACTOR IS RESPONSIBLE FOR

ALL EXCAVATION WORK REQUIREMENTS ON THIS PROJECT AS OUTLINED IN

SECTION 120 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 120-1 WILL BE

PAID AT CONTRACT CUBIC YARD PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER CUBIC YARD UNIT PRICE BID FOR PAY

ITEM 120-1, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 120-1.

6. TYPE B STABILIZATION (PAY ITEM NO. 160-4)

A. SCOPE OF WORK: PER FDOT SECTION 160. THE CONTRACTOR IS RESPONSIBLE FOR

ALL TYPE B STABILIZATION WORK REQUIREMENTS ON THIS PROJECT AS OUTLINED

IN SECTION 160 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 160-4 WILL BE

PAID AT CONTRACT SQUARE YARD PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER SQUARE YARD UNIT PRICE BID FOR PAY

ITEM 160-4, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 160-4.

7. OPTIONAL BASE, BASE GROUP 04 (6”) (PAY ITEM NO. 285-704)

A. SCOPE OF WORK: PER FDOT SECTION 285. THE CONTRACTOR IS RESPONSIBLE FOR

ALL OPTIONAL BASE, BASE GROUP 04 (6”) WORK REQUIREMENTS ON THIS PROJECT

AS OUTLINED IN SECTION 285 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 285-704 WILL BE

PAID AT CONTRACT SQUARE YARD PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER SQUARE YARD UNIT PRICE BID FOR PAY

ITEM 285-704, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 285-704.

8. SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (2”) (PAY ITEM NO. 334-1-13)

A. SCOPE OF WORK: PER FDOT SECTION 334. THE CONTRACTOR IS RESPONSIBLE FOR

ALL SUPERPAVE ASPHALTIC CONCRETE REQUIREMENTS ON THIS PROJECT AS

OUTLINED IN SECTION 334 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 334-1-13 WILL

BE PAID AT CONTRACT TON PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER TON UNIT PRICE BID FOR PAY ITEM 334-1-

13, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 334-1-13.

9. INLET, CURB, TYPE J-4, <10’ (PAY ITEM 425-1-441)

A. SCOPE OF WORK: PER FDOT SECTION 425. THE CONTRACTOR IS RESPONSIBLE FOR

ALL INLET, CURB, TYPE J-4, <10’ WORK REQUIREMENTS ON THIS PROJECT AS

OUTLINED IN SECTION 425 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 425-1-441 WILL

BE PAID AT THE CONTRACT EACH PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER EACH UNIT PRICE BID FOR PAY ITEM 425-

1-441, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 425-1-441.

10. MODIFY EXISTING DRAINAGE STRUCTURE (PAY ITEM 425-11)

A. SCOPE OF WORK: PER FDOT SECTION 425. THE CONTRACTOR IS RESPONSIBLE FOR

ALL MODIFY EXISTING DRAINAGE STRUCTURE WORK REQUIREMENTS ON THIS

PROJECT AS OUTLINED IN SECTION 425 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 425-11 WILL BE

PAID AT THE CONTRACT EACH PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER EACH UNIT PRICE BID FOR PAY ITEM 425-

11, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 425-11.

11. PIPE CULVERT, CONCRETE, ELLIPTICAL, 24” S/CD (PAY ITEM 430-175-224)

A. SCOPE OF WORK: PER FDOT SECTION 430. THE CONTRACTOR IS RESPONSIBLE FOR

ALL PIPE CULVERT, CONCRETE, ELLIPTICAL, 24” S/CD WORK REQUIREMENTS ON

THIS PROJECT AS OUTLINED IN SECTION 430 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 430-175-224 WILL

BE PAID AT THE CONTRACT LINEAR FOOT PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER LINEAR FOOT UNIT PRICE BID FOR PAY

ITEM 430-175-224, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL

WORK AND INCIDENTAL COSTS FOR PAY ITEM 430-175-224.

12. PIPE CULVERT, CONCRETE, ELLIPTICAL, 30” S/CD (PAY ITEM 430-175-230)

A. SCOPE OF WORK: PER FDOT SECTION 430. THE CONTRACTOR IS RESPONSIBLE FOR

ALL PIPE CULVERT, CONCRETE, ELLIPTICAL, 30” S/CD WORK REQUIREMENTS ON

THIS PROJECT AS OUTLINED IN SECTION 430 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 430-175-230 WILL

BE PAID AT THE CONTRACT LINEAR FOOT PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER LINEAR FOOT UNIT PRICE BID FOR PAY

ITEM 430-175-230, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL

WORK AND INCIDENTAL COSTS FOR PAY ITEM 430-175-230.

13. PIPE CULVERT, CONCRETE, ELLIPTICAL, 36” S/CD (PAY ITEM 430-175-236)

A. SCOPE OF WORK: PER FDOT SECTION 430. THE CONTRACTOR IS RESPONSIBLE FOR

ALL PIPE CULVERT, CONCRETE, ELLIPTICAL, 36” S/CD WORK REQUIREMENTS ON

THIS PROJECT AS OUTLINED IN SECTION 430 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 430-175-236 WILL

BE PAID AT THE CONTRACT LINEAR FOOT PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER LINEAR FOOT UNIT PRICE BID FOR PAY

ITEM 430-175-236, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL

WORK AND INCIDENTAL COSTS FOR PAY ITEM 430-175-236.

14. PIPE CULVERT, CONCRETE, ELLIPTICAL, 66” S/CD (PAY ITEM 430-175-266)

A. SCOPE OF WORK: PER FDOT SECTION 430. THE CONTRACTOR IS RESPONSIBLE FOR

ALL PIPE CULVERT, CONCRETE, ELLIPTICAL, 66” S/CD WORK REQUIREMENTS ON

THIS PROJECT AS OUTLINED IN SECTION 430 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 430-175-266 WILL

BE PAID AT THE CONTRACT LINEAR FOOT PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER LINEAR FOOT UNIT PRICE BID FOR PAY

ITEM 430-175-266, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL

WORK AND INCIDENTAL COSTS FOR PAY ITEM 430-175-266.

15. FLAP GATES, 0-24” (PAY ITEM 430-880)

A. SCOPE OF WORK: PER FDOT SECTION 430. THE CONTRACTOR IS RESPONSIBLE FOR

ALL FLAP GATES, 0-24” WORK REQUIREMENTS ON THIS PROJECT AS OUTLINED IN

SECTION 430 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 430-880 WILL BE

PAID AT THE CONTRACT EACH PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER EACH UNIT PRICE BID FOR PAY ITEM 430-

880, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 430-880.

16. MITERED END SECTION, ELLIPTICAL, 66” CD (PAY ITEM 430-982-644)

A. SCOPE OF WORK: PER FDOT SECTION 430. THE CONTRACTOR IS RESPONSIBLE FOR

ALL MITERED END SECTION, ELLIPTICAL, 66” CD WORK REQUIREMENTS ON THIS

PROJECT AS OUTLINED IN SECTION 430 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 430-982-644 WILL

BE PAID AT THE CONTRACT EACH PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER EACH UNIT PRICE BID FOR PAY ITEM 430-

982-644, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 430-982-644.

17. CONCRETE SIDEWALK AND DRIVEWAYS, 4” THICK (PAY ITEM NO. 522-1)

A. SCOPE OF WORK: PER FDOT SECTION 522. THE CONTRACTOR IS RESPONSIBLE FOR

ALL CONCRETE SIDEWALK AND DRIVEWAYS, 4” THICK WORK REQUIREMENTS ON

THIS PROJECT AS OUTLINED IN SECTION 522 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 522-1 WILL BE

PAID AT CONTRACT SQUARE YARD PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER SQUARE YARD UNIT PRICE BID FOR PAY

ITEM 522-1, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 522-1.

18. RIPRAP, RUBBLE, F&I, DITCH LINING (PAY ITEM NO. 530-3-4)

A. SCOPE OF WORK: PER FDOT SECTION 530. THE CONTRACTOR IS RESPONSIBLE FOR

ALL RIPRAP, RUBBLE, F&I, DITCH LINING WORK REQUIREMENTS ON THIS PROJECT

AS OUTLINED IN SECTION 530 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 530-3-4 WILL BE

PAID AT CONTRACT TON PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER TON UNIT PRICE BID FOR PAY ITEM 530-3-4,

AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 530-3-4.

19. FENCING, TYPE B, 5.1-6.0’, STANDARD (PAY ITEM 550-10-220)

A. SCOPE OF WORK: PER FDOT SECTION 550. THE CONTRACTOR IS RESPONSIBLE FOR

ALL FENCING, TYPE B, 5.1-6.0’, STANDARD WORK REQUIREMENTS ON THIS PROJECT

AS OUTLINED IN SECTION 550 OF THE FDOT SPECIFICATIONS. PROPOSED FENCING

SHALL BE BLACK VINYL COATED.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 550-10-220

WILL BE PAID AT CONTRACT LINEAR FOOT PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER LINEAR FOOT UNIT PRICE BID FOR PAY

ITEM 550-10-220, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL

WORK AND INCIDENTAL COSTS FOR PAY ITEM 550-10-220.

20. FENCE GATE, TYPE B, DOUBLE, 6.1-12.0’ OPENING (PAY ITEM 550-60-222)

A. SCOPE OF WORK: PER FDOT SECTION 550. THE CONTRACTOR IS RESPONSIBLE FOR

ALL FENCE GATE, TYPE B, DOUBLE, 6.1-12.0’ OPENING WORK REQUIREMENTS ON

THIS PROJECT AS OUTLINED IN SECTION 550 OF THE FDOT SPECIFICATIONS.

PROPOSED FENCE GATE SHALL BE VLACK VINYL COATED.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 550-60-222

WILL BE PAID AT CONTRACT EACH PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER EACH UNIT PRICE BID FOR PAY ITEM 550-

60-222, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 550-60-222.

21. PERFORMANCE TURF, SOD (PAY ITEM NO. 570-1-2)

A. SCOPE OF WORK: PER FDOT SECTION 570. THE CONTRACTOR IS RESPONSIBLE FOR

ALL PERFORMANCE TURF, SOD WORK REQUIREMENTS ON THIS PROJECT AS

OUTLINED IN SECTION 570 OF THE FDOT SPECIFICATIONS. PERFORMANCE TURF, SOD

SHALL MATCH EXISTING SOD TYPE. WHERE THERE WAS NO EXISTING SOD,

PROPOSED SOD SHALL BE BAHIA.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 570-1-2 WILL BE

PAID AT THE CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER LUMP SUM PRICE BID FOR PAY ITEM 570-

1-2, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 570-1-2.

22. UTILITY PIPE – HDPE, F&I, WATER/SEWER, 18” (PAY ITEM NO. 1050-42-218)

A. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY PIPE – HDPE,

F&I, WATER/SEWER, 18” WORK REQUIREMENTS ON THIS PROJECT AS OUTLINED IN

SECTIONS 20 - 23 OF THE VOLUSIA COUNTY UTILITY SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 1050-42-218 WILL

BE PAID AT THE CONTRACT LINEAR FOOT PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER LINEAR FOOT UNIT PRICE BID FOR PAY

ITEM 1050-42-218, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL

WORK AND INCIDENTAL COSTS FOR PAY ITEM 1050-42-218.

23. UTILITY FITTINGS, INSTALL (PAY ITEM 1055-13)

A. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY FITTINGS,

INSTALL WORK REQUIREMENTS ON THIS PROJECT AS OUTLINED IN SECTIONS 20 -

23 OF THE VOLUSIA COUNTY UTILITY SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 1055-13 WILL BE

PAID AT THE CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM PRICE BID FOR PAY ITEM

1055-13, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 1055-13.

24. UTILITY FIXTURE – VALVE/METER BOX, F&I, 18” (PAY ITEM 1080-21-118)

A. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY FIXTURE –

VALVE/METER BOX, F&I. 18” WORK REQUIREMENTS ON THIS PROJECT AS

OUTLINED IN SECTIONS 20 - 23 OF THE VOLUSIA COUNTY UTILITY SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 1080-21-118 WILL

BE PAID AT THE CONTRACT EACH PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER THE EACH PRICE BID FOR PAY ITEM 1080-

21-118, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 1080-21-118.

25. STORMWATER PUMP STATION (PAY ITEM NO. 900-1)

A. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL STORMWATER PUMP

STATION WORK REQUIREMENTS ON THIS PROJECT AS OUTLINED IN APPENDIX A.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 900-1 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER LUMP SUM UNIT PRICE BID FOR PAY ITEM

900-1, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK AND

INCIDENTAL COSTS FOR PAY ITEM 900-1.

26. JUNCTION BOX (PAY ITEM 900-2)

A. SCOPE OF WORK: PER FDOT SECTION 425. THE CONTRACTOR IS RESPONSIBLE FOR

ALL JUNCTION BOX WORK REQUIREMENTS ON THIS PROJECT AS OUTLINED IN

SECTION 425 OF THE FDOT SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COST FOR PAY ITEM 900-2 WILL BE

PAID AT THE CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM UNIT PRICE BID FOR PAY

ITEM 900-2, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 900-2.

27. MECHANICAL (INCLUDING STARTUP) (PAY ITEM 900-3)

A. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL MECHANICAL WORK

REQUIREMENTS ON THIS PROJECT AS OUTLINED IN APPENDIX A.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 900-3 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM UNIT PRICE BID FOR PAY

ITEM 900-3, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 900-3.

28. ELECTRICAL (INCLUDING STARTUP OF CONTROL PANELS, REMOTE MONITORING,

AND RELATED ITEMS) (PAY ITEM 900-4)

A. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL WORK

REQUIREMENTS ON THIS PROJECT AS OUTLINED IN APPENDIX A.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 900-4 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM UNIT PRICE BID FOR PAY

ITEM 900-4, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 900-4.

29. MISC. UTILITY COORDINATION (PAY ITEM NO. 900-5)

A. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY

COORDINATION WORK REQUIREMENTS ON THIS PROJECT AS OUTLINED IN SECTION

12.2 OF THE VOLUSIA COUNTY UTILITY SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 900-5 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM UNIT PRICE BID FOR PAY

ITEM 900-5, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 900-5.

30. DRIVEWAY ACCESS (PAY ITEM NO. 900-6)

A. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL DRIVEWAY ACCESS

WORK REQUIREMENTS ON THIS PROJECT AS OUTLINED IN THE CONTRACT

DOCUMENTS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 900-6 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM UNIT PRICE BID FOR PAY

ITEM 900-6, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 900-6.

31. BLUE STAR POWER SYSTEMS JD88 GENERATOR WITH ENCLOSURE (OR APPROVED

EQUAL) (PAY ITEM NO. 900-7)

A. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL BLUE STAR POWER

SYSTEMS JD88 GENERATOR WITH ENCLOSURE (OR APPROVED EQUAL) WORK

REQUIREMENTS ON THIS PROJECT AS OUTLINED IN THE CONTRACT DOCUMENTS.

REFER TO SECTION 26 32 13 DIESEL GENERATOR IN APPENDIX A FOR ADDITIONAL

SPECIFICATIONS.

B. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 900-7 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

C. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM UNIT PRICE BID FOR PAY

ITEM 900-7, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 900-7.

32. CIVIL ALLOWANCE (PAY ITEM NO. 900-8)

D. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL CIVIL ALLOWANCE

WORK REQUIREMENTS ON THIS PROJECT AS OUTLINED IN THE CONTRACT

DOCUMENTS.

E. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 900-8 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

F. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM UNIT PRICE BID FOR PAY

ITEM 900-8, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 900-8.

33. UTILITY ALLOWANCE (PAY ITEM NO. 900-9)

G. SCOPE OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY ALLOWANCE

WORK REQUIREMENTS ON THIS PROJECT AS OUTLINED IN THE CONTRACT

DOCUMENTS.

H. MEASUREMENT: THE WORK AND INCIDENTAL COSTS FOR PAY ITEM 900-9 WILL BE

PAID AT CONTRACT LUMP SUM PRICE.

I. PAYMENT: PAYMENT WILL BE MADE PER THE LUMP SUM UNIT PRICE BID FOR PAY

ITEM 900-9, AND SHALL FULLY COMPENSATE THE CONTRACTOR FOR ALL WORK

AND INCIDENTAL COSTS FOR PAY ITEM 900-9.

APPENDIX A:

STORMWATER PUMP STATION AND

ASSOCIATED SPECIFICATIONS

LANTERN PARK

STORMWAER RETROFIT

ENGINEERING SPECIFICATIONS

PROJECT SPECIFICATIONS

TABLE OF CONTENTS

Project: FW11762 Revision: Final Design Date: 9/10/2026

Table of Contents

DIVISION 5 - METAL

05 05 00 Common Work Results for Metals

DIVISION 26 – ELECTRICAL

26 05 83 Aggregate Base Courses

26 32 13 Diesel Generator

DIVISION 31 – EARTHWORK

31 05 13 Soils for Earthwork

31 05 16 Aggregates for Earthwork

31 23 16 Excavation 31 23 16.13 Trenching

31 23 23 Fill

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base Courses

DIVISION 33 – UTILITIES

33 05 63 Vaults and Chamber

33 32 13 Stormwater Pump Stations

DIVISION 40 - PROCESS INTECONNECTIONS

40 05 06 Couplings, Adapters, and Specials for Process Piping

40 05 07 Supports for Process Piping

40 05 31.13 HDPE Process Piping

40 05 51 Common Requirements for Process Valves 40 05 53 Identification for Process Piping

40 05 61 Gate Valves

40 05 63 Ball Valves

40 05.65.23 Swing Check Valves

40 05 71.16 Flap Gates

40 67 00 Control System Equipment Panels and Racks

40 71 13 Magnetic Flow Instrumentations

40 71 79 Float Switches

40 72 43 Pressure and Differential Pressure Type Level Meters

40 73 13 Pressure and Differential Pressure Transmitter

ENGINEERING SPECIFICATIONS

PROJECT SPECIFICATIONS

TABLE OF CONTENTS

Project: FW11762 Revision: Final Design

Table of Contents

DIVISION 43 PROCESS LIQUID HANDLING EQUIPMENT

43 05 20 Common Work Results for Liquid Handling Equipment

43 05 53 Identification for Process Liquid Handling Equipment

43 20 00 Liquid Handling Equipment

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

Division 26 - ELECTRICAL

SECTION 05 00 00 - METAL

05 05 00 Common Work Results for Metals

Part 1 General

1.01 13.01 General Conditions

A. This section includes all labor, materials, equipment, and appliances required to complete Miscellaneous Metal Work. The General Conditions apply to all sections of this Specification, which shall be completed as shown on the plans and as specified, and shall be properly coordinated with work in other Specifications.

B. The Drawings and these Specifications are complementary to each other;

what is called for by one shall be as binding as if called for by both. If there is any conflict between what is shown on the Drawings and what is written in the Specifications, the details described on the Drawings shall take precedence and the Contractor shall communicate the conflicts to the OWNER’s REPRESENTATIVE in a timely manner.

C. Safety

1. The Contractor shall be familiar with, and shall at all times conform to, the regulations of the “OSHA General Industry Occupational Safety and Health Standards,” “OSHA Safety and Health Regulations for Construction” and other applicable state and municipal standards and regulations.

1.02 Referenced Sections

A. Related Sections are shown below:

1.03 Cited Standards

A. All work specified herein shall conform to or exceed the requirements of the Building Code and the applicable requirements of the following documents to the extent that the provisions of such documents are not in conflict with the requirements of this Section.

B. Products and their delivery, handling and installation shall be in accordance with the following trade standards, codes or specifications:

1. Aluminum Association AA-M32 C22 A41

2. AISC - Specifications and Commentary

3. AISI - Specifications and Commentary

4. ASTM A 36 - Specification for Structural Steel

5. ASTM A 48 - Specification for Gray Iron Castings

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

6. ASTM A 53 - Specification for Pipe, Steel, Black and Hot-Dipped Zinc-

7. Coated, Welded and Seamless

8. ASTM A 123 - Specification for Zinc (Hot-Galvanized) Coatings on

9. Products Fabricated from Rolled, Pressed and Forged Steel Shapes, Plates, Bars and Strip

10. ASTM A 153 - Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

11. ASTM A 307 - Specification for Carbon Steel Externally Threaded Standard Fasteners

12. ASTM A 563 - Specification for Carbon and Alloy Steel Nuts

13. ASTM A 575 - Specifications for Steel Bars, Carbon, Merchant Quality, M-Grades

14. ANSI/AWS D1.1 - Structural Welding Code - Steel

15. NFPA 101 - Life Safety Code

16. NAAMM - Metal Stairs Manual

1.04 Noted Restrictions

A. The Contractor shall furnish, fabricate and install miscellaneous metalwork and appurtenances, complete and in accordance with the requirements of the Contract Documents.

1.05 Quality Control – No Additional Requirements

1.06 Submittals

A. Shop Drawings

1. Shop drawings of all miscellaneous metalwork shall be submitted to the OWNER’s REPRESENTATIVE for review

B. Welders Qualifications

1. Welders shall submit certified qualifications for the type of welding being performed.

Part 2 Products

2.01 Materials

A. All structural steel shapes, plates, bars and their products shall conform to the requirements of ASTM A240.

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

B. Corrosion Protection

1. All miscellaneous steel metalwork shall be hot-dip galvanized after fabrication as specified herein, unless otherwise shown.

C. Stainless Steel

1. Stainless steel metalwork shall by of Type 316 stainless steel.

2.02 Seat Angles and Supports

A. Seat angles for grating shall be aluminum or stainless steel. All support angles buried, submerged or below top of hydraulic structures shall be stainless steel.

2.03 Bolts and Anchors

A. Except as otherwise specified herein, steel for bolts, anchor bolts and cap screws shall be in 316 SS unless otherwise specified.

1. The nut material shall be free-cutting steel.

2. The nuts shall be capable of developing the full strength of the bolts.

Threads shall be Coarse Thread Series conforming to the requirements of the American Standard for Screw Threads. All bolts and cap screws shall have hexagon heads and nuts shall be Heavy Hexagon Series.

3. The length of all bolts shall be such that after joints are made up, each bolt shall extend through the entire nut, but in no case more than ½- inch beyond the nut.

B. Galvanized Bolts

1. Except where otherwise shown or specified, all bolts, anchor bolts and nuts shall be steel, galvanized after fabrication as specified herein. Threads on galvanized bolts and nuts shall be formed with suitable taps and dies such that they retain their normal clearance after hot-dip galvanizing.

C. Stainless Steel Bolts

1. Unless otherwise shown, all bolts, anchor bolts, washers and nuts which are buried, submerged or below the top of the wall inside any hydraulic structure shall be of Type 316 stainless steel. A non-seize compound shall be applied to the threads when attaching stainless steel bolts.

D. Anchors

1. Unless otherwise shown, expanding-type anchors shall be steel expansion type Phillips Drill Company "Red Head" anchors;

McCullock Industries "Kwick-Bolt"; or an equal approved by the

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

OWNER’s REPRESENTATIVE. Lead caulking anchors will not be permitted. Size shall be as shown. Expansion type anchors which are to be embedded in grout may be steel. Non-embedded buried, submerged or below top of hydraulic structure anchors shall be entirely stainless steel.

E. Power-Driven Pins

1. Power-driven pins shall not be used unless specifically approved by the OWNER’s REPRESENTATIVE.

Part 3 Part 3 Execution

3.01 Preparation – None

3.02 Installation

A. Fabrication and Installation Requirements

1. Fabrication and Erection: Except as otherwise shown, the fabrication and erection of structural steel shall conform to the requirements of the American Institute of Steel Construction "Manual of Steel Construction".

2. Steel Railings: Field welding of steel pipe handrail joints will be permitted only if approved by the OWNER’s REPRESENTATIVE.

B. Welding

1. Method: All welding shall be by the metal-arc method or gas-shielded arc method as described in the American Welding Society's "Welding Handbook" as supplemented by other pertinent standards of the AWS. Qualification of welders shall be in accordance with the AWS Standards governing same.

2. Quality: In assembly and during welding, the component parts shall be adequately clamped, supported and restrained to minimize distortionand for control of dimensions. Weld reinforcement shall be as specified for the AWS Code. Upon completion of welding, all weld splatter, flux, slag and burrs left by attachments shall be removed.

Welds shall be repaired to produce a workmanlike appearance with uniform weld contours and dimensions. All burrs, spatter and sharp corners of material shall be ground smooth prior to coating.

C. Galvanizing

1. All structural steel plates, shapes, bars and fabricated assemblies required to be galvanized shall, after the steel has been thoroughly cleaned of rust and scale, be galvanized in accordance with the requirements of ASTM A 123. Any galvanized part that becomes warped during the galvanizing operation shall be straightened. Bolts, anchor bolts, nuts and similar threaded fasteners, after being properly cleaned, shall be galvanized in accordance with the requirements of

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

ASTM A 153. Field repairs to galvanizing shall be made using "Galvinox", "Galvo-Weld", or approved equal.

3.03 Testing – None

END OF SECTION

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

SECTION 26 00 00 - ELECTRICAL

26 05 83 - Wiring Connections

Part 1 General

1.01 Summary

A. The Drawings and these Specifications are complementary to each other;

what is called for by one shall be as binding as if called for by both. If there is any conflict between what is shown on the Drawings and what is written in the Specifications, the details described on the Drawings shall take precedence and the Contractor shall communicate all discrepancies and conflicts to the Engineer in a timely manner for instructions on how to proceed.

B. Section includes electrical connections to equipment and control panel.

Connection to the existing transformer shall be coordinated by the Contractor.

C. Related Sections: none

1.02 References

A. National Electrical Manufacturers Association:

1. NEMA WD 1 - General Requirements for Wiring Devices.

2. NEMA WD 6 - Wiring Devices-Dimensional Requirements.

1.03 Submittals

A. Product Data: Submit wiring device manufacturer's catalog information showing dimensions, configurations, and construction.

B. Manufacturer's installation instructions.

1.04 Closeout Submittals

A. Project Record Documents: Record actual locations, sizes, and configurations of equipment connections

1.05 Coordination

A. Obtain and review shop drawings, product data, manufacturer's wiring diagrams, and manufacturer's instructions for equipment furnished under other sections.

B. Determine connection locations and requirements.

C. Sequence rough-in of electrical connections to coordinate with installation of equipment.

D. Sequence electrical connections to coordinate with start-up of equipment.

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

Part 2 Products

2.01 Cord and Plugs

A. Manufacturers

1. Pass & Seymour; Legrand North America, LLC.

2. Square D; Schneider Electric USA.

3. Or Engineer’s Approved Equivalent.

B. Attachment Plug Construction: Conform to NEMA WD 1.

C. Configuration: NEMA WD 6; match receptacle configuration at outlet furnished for equipment.

D. Cord Construction: Type multiconductor flexible cord with identified equipment grounding conductor, suitable for use in damp locations.

E. Size: Suitable for connected load of equipment, length of cord, and rating of branch circuit overcurrent protection.

Part 3 Execution

3.01 Examination

A. Verify equipment is ready for electrical connection, for wiring, and to be energized.

3.02 Existing Work

A. If existing work is to be upgraded, the Contractor shall:

1. Remove exposed abandoned equipment wiring connections

2. Disconnect abandoned utilization equipment and remove wiring connections. Remove abandoned components when connected raceway is abandoned and removed. Install blank cover for abandoned boxes and enclosures not removed.

3. Extend existing equipment connections using materials and methods compatible with existing electrical installations

3.03 Installation

A. Make electrical connections.

B. Make conduit connections to equipment using flexible conduit. Use liquid-tight flexible conduit with watertight connectors in damp or wet locations.

C. Connect heat producing equipment using wire and cable with insulation suitable for temperatures encountered.

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

D. Install receptacle outlet to accommodate connection with attachment plug.

E. Install cord and cap for field-supplied attachment plug.

F. Install suitable strain-relief clamps and fittings for cord connections at outlet boxes and equipment connection boxes.

G. Install disconnect switches, controllers, control stations, and control devices to complete equipment wiring requirements.

H. Install terminal block jumpers to complete equipment wiring requirements.

I. Install interconnecting conduit and wiring between devices and equipment to complete equipment wiring requirements.

3.04 Adjusting

A. Cooperate with utilization equipment installers and field service personnel during checkout and starting of equipment to allow testing and balancing and other startup operations. Provide personnel to operate electrical system and checkout wiring connection components and configurations.

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

26 32 13 Diesel Generator

Part 1 General

1.01 Summary

A. The Drawings and these Specifications are complementary to each other;

what is called for by one shall be as binding as if called for by both. If there is any conflict between what is shown on the Drawings and what is written in the Specifications, the details described on the Drawings shall take precedence and the Contractor shall communicate all discrepancies and conflicts to the Engineer in a timely manner for instructions on how to proceed.

B. Section includes engine generator set.

1.02 References

A. National Electrical Manufacturers Association:

1. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum).

2. NEMA ICS 10 - Industrial Control and Systems: AC Transfer Switch Equipment.

3. NEMA MG 1 - Motors and Generators.

B. International Electrical Testing Association:

1. NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems.

C. NFPA:

1. NFPA 30 - Flammable and Combustible Liquids Code.

2. NFPA 70 – National Electrical Code

3. NFPA 110 - Standard for Emergency and Standby Power Systems.

D. UL:

1. UL 489 - Molded-Case Circuit Breakers, Molded-Case Switches, and Circuit-Breaker Enclosures.

2. UL 2200 - Safety Standard for Stationary Engine Generator Assemblies

1.03 System Description

A. Description: Engine generator assembly and accessories to provide source of power for Level 1 and 2 applications in accordance with NFPA 110.

B. Capacity: 80 kW, and a standby rating of 88 kW.

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

1.04 Submittals

A. Shop Drawings: Indicate electrical characteristics and connection requirements. Include plan and elevation views with overall and interconnection point dimensions, fuel consumption rate curves at various loads, ventilation and combustion air requirements, electrical diagrams including schematic and interconnection diagrams.

B. Product Data: Submit data showing dimensions, weights, ratings, interconnection points, and internal wiring diagrams for engine, generator, control panel, transfer switch, battery, battery rack, battery charger, exhaust silencer, vibration isolators, day tank, and remote radiator.

C. Test Reports: Indicate results of performance testing.

D. Manufacturer's Field Reports: Indicate inspections, findings, and recommendations.

1.05 Closeout Submittals

A. Operation and Maintenance Data: Submit instructions and service manuals for normal operation, routine maintenance, oil sampling and analysis for engine wear, and emergency maintenance procedures.

1.06 Qualifications

A. Manufacturer: Company specializing in manufacturing products specified in this Section with minimum three years documented experience, and with service facilities within 100 miles of project.

B. Supplier: Authorized distributor of specified manufacturer with minimum three years documented experience.

1.07 Warranty

A. Furnish 24 month manufacturer warranty on Generator and 12 month/3,000 hour limited warranty on the engine.

1.08 Maintenance Service

A. Furnish service and maintenance of engine generator for one year from Date of Substantial Completion.

1.09 Maintenance Materials

A. Furnish one set of tools required for preventative maintenance of engine generator system. Package tools in adequately sized metal toolbox.

B. Furnish two of each: fuel, oil and air filter elements.

Part 2 Products

2.01 Service Conditions

A. Ambient Temperature : 50 – 90 degrees F

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

2.02 Generator

A. Manufacturers:

1. Triton

2. Or Engineer’s Approved Equivalent.

B. Product Specification:

1. Model: 88 kW TP-JD88-T4-60

2. Engine Make John Deere Model 4045HFG04

3. Engine Speed (RPM) 1800

4. Phase: Three

5. Voltage: 480 V

6. Frequency: 60 Hz

7. Power Factor: 0.8

8. Standy Rating: 88 kW

9. Sound Attenuation Foam: Sound Attenuation installed in enclosure and exhaust hood

10. Level 3 Sound Attenuation Enclosure

11. UL2200 Listed

12. Fuel Tank: 680 Liter Fuel Tank

2.03 Source Quality Control

A. Provide shop inspection and testing of completed assembly.

B. Make completed engine-generator assembly available for inspection at manufacturer's factory prior to packaging for shipment. Notify Owner and Engineer at least seven days before inspection is allowed.

Part 3 Execution

3.01 Field Quality Control

A. Inspect and test in accordance with NETA ATS, except Section 4.

B. Perform inspections and tests listed in NETA ATS, Section 7.22.

C. The generator grounding and bonding shall comply with NFPA 70 (NEC) Article 250. Generator frame, skid, enclosure, fuel tank and associated metallic equipment shall be bonded to the facility grounding electrode system.

ENGINEERING SPECIFICATIONS

DIVISION 26

ELECTRICAL

Project: FW11762 Revision: Final Design

3.02 Manufacturer’s Field Services

A. Prepare and start up engine-generator assembly.

3.03 Adjusting

A. Adjust generator output voltage and engine speed to meet specified ratings.

3.04 Cleaning

A. Clean engine and generator surfaces. Replace oil and fuel filters with new.

3.05 Demonstration and Training

A. Furnish instruction for two people, to be conducted at the project site with manufacturer's representative or at manufacturer's training facility.

B. Describe loads connected to emergency and standby system and restrictions for future load additions.

ENGINEERING SPECIFICATIONS

DIVISION 31

EARTHWORK

Project: FW11762 Revision: Final Design

Division31 - EARTHWORK

SECTION 31 00 00 - EARTHWORK

31 05 13 Soils for Earthwork

Part 1 General

1.01 Summary

A. The Drawings and these Specifications are complementary to each other;

what is called for by one shall be as binding as if called for by both. If there is any conflict between what is shown on the Drawings and what is written in the Specifications, the details described on the Drawings shall take precedence and the Contractor shall communicate all discrepancies and conflicts to the Engineer in a timely manner for instructions on how to proceed.

B. Section includes:

1. Subsoil.

2. Topsoil.

1.02 Performance Requirements

A. The activities in this section shall be conducted in accordance with the following guidelines:

1. Florida Department of Transportation Standard Specifications for Road and Bridge Construction FY 2025-26.

2. The City of Daytona Beach Technical Services Engineering Standards for Design and Construction

3. The Volusia County Utility Specification, 2026 Edition.

4. All other applicable regulatory guidelines.

ENGINEERING SPECIFICATIONS

DIVISION 31

EARTHWORK

Project: FW11762 Revision: Final Design

31 05 16 Aggregates for Earthwork

Part 1 General

The Drawings and these Specifications are complementary to each other; what is called for by one shall be as binding as if called for by both. If there is any conflict between what is shown on the Drawings and what is written in the Specifications, the details described on the Drawings shall take precedence and the Contractor shall communicate all discrepancies and conflicts to the Engineer in a timely manner for instructions on how to proceed.

1.01 Performance Requirements

A. The activities in this section shall be conducted in accordance with the following guidelines:

1. Florida Department of Transportation Standard Specifications for Road and Bridge Construction FY 2025-26.

2. The City of Daytona Beach Technical Services Engineering Standards for Design and Construction

ENGINEERING SPECIFICATIONS

DIVISION 31

EARTHWORK

Project: FW11762 Revision: Final Design

31 23 16 Excavation

Part 1 General

1.01 Summary

A. The Drawings and these Specifications are complementary to each other;

what is called for by one shall be as binding as if called for by both. If there is any conflict between what is shown on the Drawings and what is written in the Specifications, the details described on the Drawings shall take precedence and the Contractor shall communicate all discrepancies and conflicts to the Engineer in a timely manner for instructions on how to proceed.

B. Section Includes:

This section includes trenching and excavation for the pump station and related piping, as well as miscellaneous site construction activities requiring excavation of soils.

1.02 Performance Requirements

A. The activities in this section shall be conducted in accordance with the following guidelines:

1. Florida Department of Transportation Standard Specifications for Road and Bridge Construction FY 2025-26.

2. The City of Daytona Beach Technical Services Engineering Standards for Design and Construction

ENGINEERING SPECIFICATIONS

DIVISION 31

EARTHWORK

Project: FW11762 Revision: Final Design

31 23 16.13 Trenching

Part 1 General

1.01 Summary

A. The Drawings and these Specifications are complementary to each other;

what is called for by one shall be as binding as if called for by both. If there is any conflict between what is shown on the Drawings and what is written in the Specifications, the details described on the Drawings shall take precedence and the Contractor shall communicate all discrepancies and conflicts to the Engineer in a timely manner for instructions on how to proceed.

B. Section includes:

1. Excavating trenches for utilities.

2. Compacted fill from top of utility bedding to subgrade elevations.

3. Fill materials.

4. Trench shoring shields or boxes.

5. Temporary steel plates.

6. Geotextiles.

7. Backfilling and compaction.

1.02 Performance Requirements

A. The activities in this section shall be conducted in accordance with the following guidelines:

1. Florida Department of Transportation Standard Specifications for Road and Bridge Construction FY 2025-26.

2. The City of Daytona Beach Technical Services Engineering Standards for Design and Construction

ENGINEERING SPECIFICATIONS

DIVISION 31

EARTHWORK

Project: FW11762 Revision: Final Design

31 23 23 Fill

Part 1 General

The Drawings and these Specifications are complementary to each other; what is called for by one shall be as binding as if called for by both. If there is any conflict between what is shown on the Drawings and what is written in the Specifications, the details described on the Drawings shall take precedence and the Contractor shall communicate all discrepancies and conflicts to the Engineer in a timely manner for instructions on how to proceed.

1.01 Summary

A. Section Includes:

1. Fill materials.

2. Geotextiles.

1.02 Performance Requirements

A. The activities in this section shall be conducted in accordance with the following guidelines:

1. Florida Department of Transportation Standard Specifications for Road and Bridge Construction FY 2025-26.

2. The City of Daytona Beach Technical Services Engineering Standards for Design and Construction

ENGINEERING SPECIFICATIONS

DIVISION 32

EXTERIOR IMPROVEMENTS

Project: FW11762 Revision: Final Design

Division 32 - EXTERIOR IMPROVEMENTS

SECTION 32 00 00 – EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base Courses

Part 1 General

The Drawings and these Specifications are complementary to each other; what is called for by one shall be as binding as if called for by both. If there is any conflict between what is shown on the Drawings and what is written in the Specifications, the details described on the Drawings shall take precedence and the Contractor shall communicate all discrepancies and conflicts to the Engineer in a timely manner for instructions on how to proceed.

1.01 Summary

A. This section applies to aggregates for repairs to existing pavement impacted by construction activities. Contractor to replace impacted existing pavement in kind as per specifications below.

1.02 Performance Requirements

A. The activities in this section shall be conducted in accordance with the following guidelines:

1. Florida Department of Transportation Standard Specifications for Road and Bridge Construction FY 2025-26.

2. The City of Daytona Beach Technical Services Engineering Standards for Design and Construction

All other applicable regulatory guidelines.

ENGINEERING SPECIFICATIONS

DIVISION 33

UTILITIES

Project: FW11762 Revision: Final Design

Division 33 - UTILITIES

SECTION 33 00 00 UTILITIES

33 05 63 Vaults and Chamber

Part 1 General

1.01 Summary

The Drawings and these Specifications are complementary to each other; what is called for by one shall be as binding as if called for by both. If there is any conflict between what is shown on the Drawings and what is written in the Specifications, the details described on the Drawings shall take precedence and the Contractor shall communicate all discrepancies and conflicts to the Engineer in a timely manner for instructions on how to proceed.

A. Section Includes:

This section includes the hot box for the flow meter.

1.02 Performance Requirements

A. The activities in this section shall be conducted in accordance with the following guidelines:

1. Florida Department of Transportation Standard Specifications for Road and Bridge Construction FY 2025-26.

2. The City of Daytona Beach Technical Services Engineering Standards for Design and Construction

3. The Volusia County Utility Specification, 2026 Edition.

4. All other applicable regulatory guidelines.

Part 2 Product

2.01 Hot Box

A. The hot box shall be fiberglass fliptop enclosure BF6E provided by Hubbell or Engineer approved equivalent.

B. The hot box shall be designed to accommodate the flow meter, including the required upstream and downstream straight lengths.

ENGINEERING SPECIFICATIONS

DIVISION 33

UTILITIES

Project: FW11762 Revision: Final Design

33 32 13 Stormwater Pump Stations

Part 1 General

1.01 Summary

The Drawings and these Specifications are complementary to each other; what is called for by one shall be as binding as if called for by both. If there is any conflict between what is shown on the Drawings and what is written in the Specifications, the details described on the Drawings shall take precedence and the Contractor shall communicate all discrepancies and conflicts to the Engineer in a timely manner for instructions on how to proceed.

The Contractor shall construct, purchase, and install a pump station as specified in the completed and accepted plans. Specifications for pump station elements are listed below.

A. Concrete Wetwell with Wing Walls – A reinforced concrete intake sump with accompanying wing walls shall be provided as shown in the drawings and in coordination with the pump manufacturer. Buoyancy and structural design of these elements shall be provided by the Contractor and Manufacturer. The Contractor shall be responsible for ensuring wetwell size and dimensions are compatible with pumps and discharge piping. Changes in concrete wetwell sizing shall be submitted to the Engineer for approval.

B. Axial Flow Pump as specified in Section 43 20 00 Liquid Handling Equipment.

C. Trash Rack (Bar Screen)- Trash rack design to be per Cambridge Water Screen Systems OR APPROVED EQUAL. The trash rack shall conform to the requirements of the engineering specifications in Section 33 32 13 “Stormwater Pump Station” and Section 05 05 00 “Common Work Results for Metals” provided except as directed by the Engineer. The bar screen shall be sized to accommodate the opening of the concrete wet well. An equivalent or substitute must be approved by the Engineer.

D. Valves - Valve(s) that shall conform to the requirements of the engineering specifications in Section 40 Process Integration provided except as directed by the Engineer. An equivalent or substitute must be approved by the Engineer.

E. Control Panel - The pump shall conform to the requirements of the engineering specifications in Section 43 Process Gas & Liquid Handling Equipment provided except as directed by the Engineer.