LS60_Bypass_Plans_2024.10.18.pdf
PDF 16 MB Posted
- Attached to
- ITB 03-25 Lift Station 6 Bypass Pump
- Solicitation number
- ITB 03-25
- Issued by
- Volusia County, Florida
About this file
These documents represent the final engineering design plans for the Lift Station #60 Bypass Design project for New Smyrna Beach Utilities (NSBU), prepared by Kimley-Horn and Associates in October 2024. The comprehensive set of engineering drawings covers civil, structural, and electrical aspects of installing a bypass pumping system, including site plans, demolition details, proposed site configurations, structural foundations, wetwell sections, and electrical schematics. The plans detail the installation of a 175-gallon diesel bypass pump, associated piping, concrete foundations, electrical connections, and site infrastructure modifications at the lift station located at 1555 Canal Street in New Smyrna Beach, Florida.
The design documents specify technical requirements for the bypass system, including precise specifications for concrete pad dimensions, piping configurations, electrical connections, grounding details, and equipment placement. The project involves removing existing site elements, installing new bypass connections, constructing concrete pads for diesel fuel tanks and pumps, and integrating new electrical and control systems. The drawings provide detailed technical specifications for contractors, including pipe sizes, material requirements, electrical conduit installations, grounding procedures, and specific construction notes that outline expectations for site preparation, utility protection, erosion control, and as-built documentation. The plans are marked as "Final" and represent the 90% submittal stage of the engineering design process, indicating they are near-complete technical documents ready for bid and construction.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ITB_03-25_Bid_Tab.pdf | ||
| ITB_03-25_Addendum_1.pdf | ||
| LS60_Bypass_Plans_2024.10.18.pdf | ||
| LS60_Bypass_Specs_2024.10.18.pdf | ||
| ITB_03-25_Lifstation_60_Bypass_Pump.pdf |
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Text version
Know what'sbelow.
Callbefore you dig.
CALL 2 BUSINESS
DAYS BEFORE
YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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G-01
OCTOBER 2024
PROJECT
LOCATION
LIFT STATION #60 BYPASS DESIGN
OWNER/APPLICANT:
NEW SMYRNA BEACH UTILITIES
200 CANAL STREET
NEW SMYRNA BEACH, FL 32168
(386) 427-1361
CIVIL/MECHANICAL ENGINEERING CONSULTANT:
KIMLEY-HORN AND ASSOCIATES, INC.
12740 GRAN BAY PARKWAY WEST, SUITE 2350
JACKSONVILLE, FLORIDA 32258
(904) 828-3900
ELECTRICAL ENGINEERING CONSULTANT:
BAILEY ENGINEERING CONSULTANTS, INC.
10620 GRIFFIN ROAD, STE 202
COOPER CITY, FL 33326
(954) 448-7930
SURVEYOR:
DRMP, INC.
100 PARNELL STREET, SUITE A
MERRITT ISLAND, FL 32953
(321) 453-0010
PROJECT OWNER AND CONSULTANTS
LOCATION MAP
NSBU MASTER PUMP STATION 60
1555 CANAL STREET
NEW SMYRNA BEACH, FLORIDA 32168
N.T.S.
NSBU PROJECT #RSQ 05-21 TASK NO. 6
NEW SMYRNA BEACH UTILITIES
FINAL PLAN
MR. JAMES DAVENPORT, CHAIRMAN
MR. RICHARD HAWES, VICE CHAIRMAN
MS. LILLIAN CONRAD
MR. LARRY KELLY JR.
MR. JAMES N. SMITH
COMMISSION MEMBERS:
I-95
NOTES:
CONTRACTOR SHALL NOTIFY NSBU
ENGINEERING DEPARTMENT 48 HOURS
BEFORE STARTING WORK ON THIS PROJECT.
DRAWING INDEX
SHEET NO. SHEET TITLE
G-01 COVER SHEET
C-01 C-02
EXISTING SITE PLAN & DEMOLITION PLAN
PROPOSED SITE PLAN
G-02 SITE LOCATION AND GENERAL NOTES
C-03 S-01
CIVIL DETAILS
STRUCTURAL PLAN AND NOTES
M-01 PROPOSED WETWELL SECTION
S-02 STRUCTURAL DETAILS
SR-44
WWTP
LS60
S DIXIE FREEWAY
CANAL STREET
MS. DANA HALE
DIRECTOR OF WATER RESOURCES:
MR. EFREN CHAVEZ
GENERAL MANAGER & CHIEF EXECUTIVE OFFICER:
E-01 ELECTRICAL NOTES, SYMBOLS, & ABBREVIATIONS
E-02 E-03
LIFT STATION #60 ELECTRICAL PLAN
EXISTING MCC-1 & MCC-2 SINGLE LINE DIAGRAM
E-05 EXISTING ELECTRICAL BUILDING POWER PLAN
E-04 CONTROL RISER DIAGRAM
E-06 PANEL SCHEDULE & ELECTRICAL DETAILS
E-07 ELECTRICAL DETAILS
MULTICORELINK:C-01 EXISTING SITE PLAN-C-01 EXISTING SITE PLAN & DEMOLITION PLAN
MULTICORELINK:C-02 PROPOSED SITE PLAN-C-02 PROPOSED SITE PLAN
MULTICORELINK:C-01 EXISTING SITE PLAN-C-01 EXISTING SITE PLAN & DEMOLITION PLAN
MULTICORELINK:C-02 PROPOSED SITE PLAN-C-02 PROPOSED SITE PLAN
MULTICORELINK:G-02 SITE LOCATION AND GENERAL NOTES-G-02 SITE LOCATION AND GENERAL NOTES MULTICORELINK:G-02 SITE LOCATION AND GENERAL NOTES-G-02 SITE LOCATION AND GENERAL NOTES
MULTICORELINK:C-03 CIVIL DETAILS-C-03 CIVIL DETAILS
MULTICORELINK:S-01 STRUCTURAL NOTES-S-01 STRUCTURAL NOTES
MULTICORELINK:C-03 CIVIL DETAILS-C-03 CIVIL DETAILS
MULTICORELINK:S-01 STRUCTURAL NOTES-S-01 STRUCTURAL NOTES
MULTICORELINK:M-01 EXISTING SECTION-M-01 PROPOSED WETWELL SECTION
MULTICORELINK:M-01 EXISTING SECTION-M-01 PROPOSED WETWELL SECTION
MULTICORELINK:S-02 STRUCTURAL DETAILS-S-02 STRUCTURAL DETAILS
MULTICORELINK:S-02 STRUCTURAL DETAILS-S-02 STRUCTURAL DETAILS
CALL 2 BUSINESS
DAYS BEFORE
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IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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G-02
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH ALL RELATIVE NEW SMYRNA BEACH UTILITY STANDARDS AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), EXCEPT AS MODIFIED HEREIN.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE WORK.
3. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION INSPECTION OF THE SITE PRIOR TO THE BEGINNING OF THE WORK. CONTRACTOR SHALL INFORM THE OWNER AT LEAST 48 HOURS PRIOR TO THE SCHEDULED INSPECTION.
4. CONTRACTOR SHALL LOCATE, VERIFY AND IDENTIFY ALL EXISTING UNDERGROUND UTILITIES SHOWN, OR NOT SHOWN, ON THE PLANS PRIOR TO ANY EXCAVATING ACTIVITIES.
5. CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING AND NEWLY CONSTRUCTED UTILITIES DURING THE CONSTRUCTION. SHOULD ANY UTILITY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE RELOCATION, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE OWNER.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES CAUSED BY THEIR OPERATIONS.
7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH OTHER WORK WHICH MAY BE ONGOING ADJACENT TO, OR AFFECTING, THIS CONSTRUCTION. CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS AND ALL AFFECTED UTILITY COMPANIES.
8. CONTRACTOR SHALL NOTIFY ALL APPLICABLE UTILITY COMPANIES, OR THE COMPANY REPRESENTATIVE 48 HOURS PRIOR TO THE INITIATING OF ANY EXCAVATION ACTIVITIES, OR AS SPECIFIED BY THE UTILITY COMPANY AND ANY PERMITS REQUIRED FOR THE WORK.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL/DISPOSAL OF ANY UNSUITABLE MATERIAL FROM THE CONSTRUCTION OPERATION, FURNISHING AND COMPACTING SUITABLE REPLACEMENT BACKFILL MATERIAL. DISPOSAL OF UNSUITABLE MATERIAL SHALL BE IN
ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS.
10. THE EXISTING STORMWATER DRAINAGE SYSTEM SHALL REMAIN FUNCTIONAL AND BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL AND SHALL SUBMIT THE EROSION AND SEDIMENT
CONTROL PLAN TO THE ENGINEER.
11. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE EROSION AND TURBIDITY CONTROLS IN ACCORDANCE WITH FDEP DURING AND FOLLOWING CONSTRUCTION, UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED TO AVOID ADVERSE ENVIRONMENTAL IMPACTS TO
OFF-SITE PROPERTY AND DRAINAGE SYSTEMS.
12. CONSTRUCTION WARNING SIGNS SHALL BE MOUNTED AND ERECTED BEFORE CONSTRUCTION CAN COMMENCE. THESE, AND ALL TRAFFIC CONTROL DEVICES, SHALL FOLLOW THE STANDARDS SET FORTH BY THE MANUAL OF FLORIDA DEPARTMENT OF TRANSPORTATION
(FDOT) STANDARD INDEX.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF CONSTRUCTION AND SAFELY ROUTING ALL VEHICULAR AND PEDESTRIAN TRAFFIC AROUND THE CONSTRUCTION AREA. THE CONSTRUCTION AREA SHALL BE CLEARLY MARKED AT ALL TIMES.
14. CONTRACTOR SHALL SEED AND MULCH ALL AREAS DISTURBED BY THE CONSTRUCTION ACCORDING TO LOCAL REGULATIONS. USE SOD ON ANY AREAS WITH SLOPES GREATER THAN 6:1.
15. CONTRACTOR SHALL MAINTAIN "AS-BUILT" INFORMATION ON A REGULAR BASIS. CONTRACTOR SHALL EMPLOY THE SERVICES OF A SURVEYOR REGISTERED IN THE STATE OF FLORIDA TO DETERMINE ALL "AS-BUILT" INFORMATION. WITHIN 14 DAYS OF THE COMPLETION OF THE WORK, CONTRACTOR SHALL PROVIDE SIGNED AND SEALED COPIES AND THE DIGITAL CAD FILE OF THE "AS-BUILT" DRAWINGS AND SUPPORTING SURVEY RECORDS TO THE COMPANY REPRESENTATIVE. CAD FILES SHALL BE IN THE AUTOCAD FORMAT.
16. CONTRACTOR SHALL HAVE RED LINED AS-BUILT PLANS AND SPECIFICATIONS AVAILABLE ON SITE DURING CONSTRUCTION. RED LINE DRAWINGS SHALL BE UPDATED DAILY.
17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRODUCE, SUBMIT, AND OBTAIN APPROVAL OF THE REPRODUCIBLE AS-BUILT DRAWINGS FOR ANY JURISDICTIONAL AGENCIES AS MAY BE REQUIRED.
18. CONTRACTOR SHALL GIVE THE ENGINEER A MINIMUM OF 48 HOURS NOTICE OF ALL MEETINGS OR TESTING MEASURES REQUIRED TO BE WITNESSED BY THE ENGINEER ACTIVITIES RELATED TO THE WORK.
19. CONTRACTOR SHALL GIVE THE ENGINEER A MINIMUM OF THREE (3) BUSINESS DAYS NOTICE FOR ANY FINAL INSPECTION. THE ENGINEER WILL SCHEDULE INSPECTIONS FOR SUBSTANTIAL AND FINAL COMPLETION.
CALL 2 BUSINESS
DAYS BEFORE
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IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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NOTES:
1) ALL DIMENSIONS ARE APPROXIMATE AND TO BE FIELD VERIFIED.
2) EXISTING WETWELL, PUMPS, AND PIPING TO REMAIN AND BE PROTECTED.
DEMO HATCH
CALL 2 BUSINESS
DAYS BEFORE
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IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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SCADA INTERFACE BOX
Know what'sbelow.
Callbefore you dig.
CALL 2 BUSINESS
DAYS BEFORE
YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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BYPASS PUMP DETAIL
BYPASS CONNECTION DETAIL
NTS
NSBU PIPE RESTRAINT DETAIL - WASTEWATER BYPASS PUMP MANUFACTURER'S DATA
CHAIN-LINK FENCE DETAIL
Callbefore you dig.
CALL 2 BUSINESS
DAYS BEFORE
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DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
FINAL
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9'-0"
4'-6"4'-6"
5'-0"
9'-0"
4'-6"4'-6"
5'-0"
9'-0"
4'-6"4'-6"
Know what'sbelow.
Callbefore you dig.
CALL 2 BUSINESS
DAYS BEFORE
YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
FINAL
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CALL 2 BUSINESS
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| C-01 EXISTING SITE PLAN & DEMOLITION PLAN |
| C-01 EXISTING SITE PLAN & DEMOLITION PLAN |
| C-02 PROPOSED SITE PLAN |
| C-02 PROPOSED SITE PLAN |
| C-03 CIVIL DETAILS |
| C-03 CIVIL DETAILS |
| G-01 COVER SHEET |
| G-01 COVER SHEET |
| G-02 SITE LOCATION AND GENERAL NOTES |
| G-02 SITE LOCATION AND GENERAL NOTES |
| M-01 PROPOSED WETWELL SECTION |
| M-01 PROPOSED WETWELL SECTION |
| S-01 STRUCTURAL PLAN AND NOTES |
| S-01 STRUCTURAL PLAN AND NOTES |
| S-02 STRUCTURAL DETAILS |
| S-02 STRUCTURAL DETAILS |
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