IFB_24_25_23_Addedum_1.pdf

City of Sanford | Finance Department | Purchasing Division 300 N. Park Avenue Suite 236, Sanford, Florida 32771

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov ADDENDUM

#1 IFB 24/25-23 GROVEVIEW PUMP STATION

IMPROVEMENTS|

DATE: May 19, 2025

TO: All Bidders/Proposers

FROM: Maria A. Green, Purchasing Coordinator

City of Sanford Purchasing Division

SUBJECT: IFB 24/25-23 GROVEVIEW PUMP STATION IMPROVEMENTS|

ADDENDUM #1

This addendum is issued to provide additional information, clarification, corrections, additions, deletions and/or answers to questions concerning the above referenced solicitation. All information provided in this addendum is incorporated into the solicitation document as set forth therein. All other parts of the solicitation have been maintained as originally distributed. This addendum supersedes any verbal and/or other instructions given to any bidder/proposer qualified to respond pursuant to the requirements set forth in the solicitation document.

I. DUE DATE

This Addendum does not change the solicitation due date. As such, the solicitation response is due no later than Tuesday, May 29, 2025, at 2:00 P.M. Local Time.

II. QUESTIONS AND ANSWERS (Q&A)

The City has received the following question(s) concerning the solicitation:

1.) Please clarify the correct completion time. Pg 24 of the IFB shows 270 days. Pgs. 66-67 show 365

+ 60 days.

Answer: 270 days + 60 days to Final

2.) Plans sheet 6 shows the wet well riser piping material as Ductile Iron. Will the city accept HDPE from the base elbows to the check valves in the VB. Please advise.

Answer: Piping has been revised to be above grade assembly. DI will be required.

3.) Is the old WW being converted to a MH need to be lined with Raven 405 coating. Please advise.

Answer: Raven 405 is not required in converted MH

4.) Plan sheet 4 shows the use of a line stop. Please advise what materials this needs to be made of (SS or Epoxy).

Answer: Per project manual, line stop material is to be Stainless Steel

5.) Plan sheet 4 in general note #2 calls for "install vapor barrier prior to concrete placement". This is normal for a house slab but have never seen it required for a driveway or slab area around a station. Please advise.

Answer: Vapor Barrier is not required

6.) Plan sheet 5 shows a 6" plug valve on the suction line of the bypass pump. Is this needed since there is no pressure from this pipe if it needs to be disconnected. Please advise.

mailto:purchasing@sanfordfl.gov

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov ADDENDUM

#1 IFB 24/25-23 GROVEVIEW PUMP STATION

IMPROVEMENTS|

Answer: 6” plug valve can be removed from suction line 7.) Plan sheet 5 shows a pressure gauge on the vacuum suction line. I believe the Tradewinds unit comes standard with this gauge on the side of it. Please advise if the second redundant gauge is still going to be required.

Answer: The City would like the redundant gauge to remain

8.) What is the engineer`s estimate?

Answer: $950,000

9.) Is there a pre-bid meeting for this solicitation?

Answer: No.

10. ) Please clarify the status of Emergency Bypass Pump Scope. Has it already been purchased? If not, are there conditions of service details specified?

Answer: Emergency bypass pump has been purchased as stated in the summary of work. The provided equipment can be found in Appendix C of the project manual.

11. ) Is a site visit available?

Answer: Yes, per page 11 of the Project Manual.

“Each bidder shall visit the site of the proposed work and fully acquaint themselves with conditions relating to construction and labor so that he may fully understand facilities, difficulties and restrictions attending the execution of work under the Contract. The failure or omission of any bidder to receive or examine any form, instrument, addendum or other documents, or to visit the site and acquaint himself with conditions there existing shall in no way relieve any bidder from any obligation with respect to his bid or to the Contract. The submission of a bid shall be taken as prima facie evidence of compliance with this section.”

12. ) Is there an engineer’s estimate?

Answer: Yes, the estimate total is $950,000.

13. ) Is there a schedule of bid items (and units) or is it a single lump sum bid? p.24 of the project manual has a blank schedule of values. p.196 Summary of Work (SECTION 01110) says it’s a single lump sum contract amount. The Summary as well as the Measurement and Payment (SECTION 01270) are generalized and vary vague, yet indicates contractor is responsible for items “whether specifically indicated in the Contract Documents or not.” Is CPH going to add items after the contract award and/or during construction and make the contractor responsible for them even though it wasn’t in the bid price? Who confirms and/or validates what “is reasonably and properly inferable and necessary for the proper completion of the Work,”?

Answer: Revised Bid form and Measurement of Payment specs are attached.

14. ) What is the permanent bypass pump discharge size supposed to be? Sheets 5 and 7 are calling out 2 different sizes.

Answer: Discharge Flange and piping is 4” as shown on sheet 5

15. ) Please confirm that the City will receive bids through VendorLink.

Answer: The City does not accept bids via VendorLink.

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov ADDENDUM

#1 IFB 24/25-23 GROVEVIEW PUMP STATION

IMPROVEMENTS|

16. ) Will there be a virtual or call-in option for the Public Opening?

Answer: No, there will not be a virtual or call-in option for the Public Opening.

17.) Vendorlink does not have currently have the option to upload bid, will this be updated? Or will physical delivery be required?

Answer: VendorLink will not be updated. All submissions must be delivered. Physical copy is required.

III. CHANGES, ADDITIONS AND/OR CLARIFICATIONS

Revised Bid Form, Measurement of Payment Specs, and Revised Plans.

IV. SIGN-IN SHEET

N/A

V. ATTACHMENTS

1. Revised Bid Form

2. Measurement of Payment Specs

3. Revised Plans

Respondents must acknowledge receipt of this Addendum by signing this form below and returning it to the Procurement Division prior to the hour and date specified for receipt of bids/proposals or by including this Addendum with your submittal. Failure to comply may result in disqualification of your response.

Acknowledgment is hereby made of Addendum #1 to IFB 24/25-23 Groveview Pump Station Improvements|

Name of Firm/Company Contact Email

Street Address City, State, Zip Code

Telephone Number Fax Number

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov ADDENDUM

#1 IFB 24/25-23 GROVEVIEW PUMP STATION

IMPROVEMENTS|

Authorized Person Printed Name Authorized Person Title

Authorized Person Signature Date of Signature

Groveview Pump Station Improvements PROPOSAL (BID FORM) Revised Per Add. No. 1 5/14/25

NAME OF BIDDER:

00410-1

SECTION 00410

PROPOSAL (BID FORM)

PART 1 GENERAL

1.01 Description

The following Bid, for the (1) , is hereby made to (2) , hereafter called the Owner. This Bid is submitted by (3)

(1) Name of Project as shown in the Invitation for Bids

(2) Owner

(3) Name, address, and telephone number of Bidder

1.02 The Undersigned:

A. Acknowledges receipt of:

1. Project Manual and Drawings identified within the Project Manual.

2. Addenda: Number Dated Number Dated Number Dated Number Dated Number Dated Number Dated

B. Has examined the site and all Bidding Documents and understands that in submitting his Bid, he waives all right to plead any misunderstanding regarding the same.

C. Agrees:

1. To hold this Bid open for 90 calendar days after the bid opening date.

2. To accept the provisions of the Instructions to Bidders regarding disposition of Bid Security.

3. To enter into and execute a contract with the Owner, if awarded on the basis of this Bid, and to furnish a Performance Bond and a Labor and Material Payment Bond in accordance with the Instructions to Bidders.

NAME OF BIDDER:

00410-2

4. To accomplish the work in accordance with the Contract Documents.

5. To begin Work after the issuance of a Notice to Proceed, unless otherwise provided, and substantially complete the Work within 270 calendar days of the date of the Notice to Proceed.

6. To accept the provisions of the Agreement as to liquidated damages in the event of failure to complete the work on time.

1.03 Lump Sum Price

The undersigned will construct this Project for the Base Bid Lump Sum Price of $ Dollars ($ ).

1.04 Schedule of Values

The Bidder hereby indicates the following total units and total prices which represent all materials, labor, equipment, transportation, performance of all operations relative to construction of the Project, overhead, and costs of all kinds and profit to complete the work items in accordance with the Project Manual, plans, and permits. Work for which there is not a listed item below shall be considered incidental to the Contract and no additional compensation will be allowed.

Bid Item

Description Quantity Unit Total Price

1 Mobilization/Demobilization 1 LS 2 General Requirements (Indemnification, Bonds, Preconstruction Video, Record Drawings, Site Layout & Survey)

1 LS

3 Erosion and Sedimentation Control 1 LS 4 Clearing and Grubbing 1 LS 5 Site Work (Grading and Restoration) 1 LS 6 Temporary Bypass Pumping During

Construction

1 LS

7 Demolish Existing Lift Station (Salvage Items as Required, Complete Building Demolition, removal of walls and stabs to a Depth of 4-ft below Grade, Backfill and Compact, Guide Rails, Valves, Fittings, and Discharge Piping)

1 LS

8 Remove and Dispose of Existing Force Main

58 LF

9 Take Out of Service (Fully Grout) Existing Gravity Main

9 LF

NAME OF BIDDER:

00410-3

10 Remove and Dispose of Existing Electrical Equipment

1 LS

11 Convert Existing Wet Well Into Manhole 1 LS 12 Furnish and Install New Wet Well, Valve

Vault, Hatches and Accessories

1 LS

13 Furnish and Install 6” D.I. Pipe and Fittings from Wet Well Pumps through Valve Vault (Including Check Valves, Emergency Pump Out, Plug Valves, Accessories, Ending at (and Including) the Wye Outside the Valve Vault)

1 LS

14 Furnish and Install New Submersible Pumps with Base Pedestal and Plate, Guide Rails, Brackets, Float Switches

1 LS

15 Install Diesel Driven Bypass Pump and Accessories

1 LS

16 Furnish and Install New 6-inch PVC Force Main

15 LF

17 Furnish and Install New 10-inch Gravity Sewer Main

9 LF

18 Furnish and Install New 12-inch Gravity Sewer Main

54 LF

19 Furnish And Install Sanitary Manholes 4- Feet Diameter (+8' Depth)

1 EA

20 Modify Existing Sanitary Manhole 1 EA 21 Connect to Existing Force Main 1 LS 22 Furnish and Install New Equipment Rack and Components, Electrical and Controls, New Power Feed, New Tower and Antenna, Coordination with FPL, Permitting

1 LS

23 Furnish and Install Light Pole Assembly and Lighting

1 LS

24 Furnish and Install Lift Station Concrete (8") 1 LS 25 Furnish and Install Chain Link Fence and

Gate (Including Barb Wire Attachment) (6' Fence Plus Attachment)

1 LS

TOTAL LUMP SUM PRICE (BASE BID) $

NAME OF BIDDER:

00410-4

1.05 Miscellaneous Requirements and Affirmations

A. Proposals (Bids) must be on the Bid Form.

B. The Bidder acknowledges the receipt, execution, and return of the following forms and required information with the Bid (the Bidder is to fill out the far right column in the below Table):

Section Form / Information Submitted by Bidder with Bid (Y/N)

00410 Proposal (Bid Form) Including Completed Schedule of Values and Acknowledgment of All Issued Addenda

--- Acknowledge of Receipt of Addendum (Form Issued by the City with each issued Addendum

--- Bid Security in Accordance with the Instructions to Bidder

--- Bidder Completed W-9 Form --- Bidder Officer Signatory Authorization

Information 00430 Trench Safety Form 00432 Non Collusion Affidavit 00434 Conflict of Interest Affidavit 00436 Florida Statutes on Public Entity Crimes

Affidavit 00438 Compliance With the Public Records Law

Affidavit 00440 Bidder Information and Affidavit 00450 Certification Of Non-Segregated Facilities

Form 00452 Disputes Disclosure Form 00454 Drug Free Workplace Form 00455 Certification Regarding Non-Scrutinized

Companies 00456 Unauthorized (Illegal) Alien Workers

Affidavit 00458 E-Verify Compliance Form 00460 Americans With Disabilities Act Affidavit 00462 Equal Employment Opportunity Certification 00463 Certification Regarding Debarment 00465 Schedule of Proposed Subcontractors 00525 Criminal Background Check Requirements and Affidavit 00622 City of Sanford Insurance Requirements and Affidavit

NAME OF BIDDER:

00410-5

Section Form / Information Submitted by Bidder with Bid (Y/N)

--- Copies of Licenses Issued by the State of Florida Dept. of Business and Professional Regulation Construction Industry Licensing Board

--- Material price quotes used in the Bid for any pay item(s) for which the Contractor anticipates a rapid material price change between the date of the Bid and when the material is anticipated to be ordered

1.06 RESPECTFULLY SUBMITTED, signed and sealed this day of

Name of Bidder

By (Signature) Date

Printed Name and Title

Business Address

(CORPORATE SEAL)

City State Zip Code

Telephone No. Facsimile No.

E-Mail Address

ATTEST:

By (Signature) Date

Printed Name and Title

NAME OF BIDDER:

00410-6

END OF SECTION

Groveview Pump Station Improvements MEASUREMENT AND PAYMENT

01270-1

SECTION 01270

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 Description

A. Payment for all work done in compliance with the Contract Documents, inclusive of furnishing all manpower, equipment, materials, and performance of all operations relative to construction of this project, will be made as a lump sum which will be complete payment for all work called for or reasonably inferable from the Contract Documents and other work will be considered incidental to the Contract and no additional compensation will be allowed.

B. The Owner reserves the right to alter the Drawings, modify incidental work as may be necessary, and increase or decrease the work to be performed to accord with such changes, including deductions or additions to the scope of work outlined in the Contract Documents. Changes in the work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. Changes resulting in changes in the scope or quantities of Work or time or other conditions of work will be basis for consideration of a Change Order which is to be negotiated and executed before proceeding with the work. A supplemental agreement between the Contractor and the Owner will be required when such changes meet the conditions described in the Supplementary Conditions. Work which has not been authorized by a written Change Order will not be subsequently considered for additional payment.

C. Quantities necessary to complete the work as shown on the Drawings or as specified herein shall govern over those shown in the Proposal. 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.

D. 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. If the Contractor makes a claim for an extra or additional cost and requests a Change Order be issued prior to performing the work, and the ENGINEER and/or OWNER renders a decision denying such request, 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 a Change Order or additional payment or time. Any such written notice received by the Engineer from the Contractor within the 3 day period shall be just reason for the Engineer to re-evaluate his previous decision.

01270-2

E. Failure on the part of the Contractor to construct any item to plan or authorized dimensions within the specification tolerances shall result in: reconstruction to acceptable tolerances at no additional cost to the Owner; acceptance at no pay;

or, acceptance at reduced price, all at the discretion of the Engineer.

F. Work shall not be considered complete until all testing has been satisfactorily completed and the item of work has demonstrated compliance with plans and specifications.

G. A preliminary monthly application for payment shall be submitted to the

Owner/Engineer for review five (5) days prior to the submittal for approval of the Contractor's monthly payment request.

H. Where FDOT pay item numbers are shown on the bid form, they generally follow

FDOT pay item number formatting; however, they are only provided in order to use them for pay application purposes. FDOT pay item descriptions do not apply;

utilize the descriptions on the bid form and within this section to determine the work associated with each pay item.

1.02 Schedule of Values

Submit Schedule of Values for approval prior to commencing construction. As a minimum, include those values reported on the Bid Form. The Schedule of Values shall be the basis for making payment applications and establishing prices for Change Orders.

PART 2 PAY ITEMS

2.01 Mobilization/Demobilization

A. Work Includes

Preparatory work and operations in mobilizing for beginning Work on the Project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, final site cleanup, cleanup and restoration of staging and storage areas, plus permits, fees, bonds (excluding the Material and Workmanship Bond), and insurance. Also included are temporary utilities/facilities, staging and storage areas, survey and layout, safety equipment and all other items not specifically identified under other bid items which are necessary for the construction, and compliance with administrative and regulatory requirements.

B. Unit of measurement is lump sum.

C. Payment of this item shall be in accordance with the following schedule:

Percent of Original Contract Amount Earned

Allowable Percent of the lump sum Price to be Paid

5 25

01270-3

10 50 25 75 50 100*

* Partial payments for any project will be limited to ten (10) percent of the original contract amount for that project. Any remaining amount will be paid upon completion of all work on the project.

2.02 General Requirements (Indemnification, Bonds, Preconstruction Video, Record Drawings, Site Layout and Survey)

The movement of personnel, equipment, surplus materials from the project site, submittal of Final Record Drawings, providing required closeout documents such as the Material and Workmanship Bond, completion certificates, and manufacturer operation and maintenance instructions. Also included are use of temporary utilities/facilities, staging and storage areas, survey and layout, safety equipment and all other items not specifically identified under other bid items which are necessary for the construction, and compliance with administrative and regulatory requirements, preconstruction documentation via digital recording plus digital color photographs necessary to pick up detail not easily visible or apparent on the DVD.

2.03 Erosion and Sediment Control

Preparation and implementation of stormwater pollution prevention control plan, including monitoring, inspecting, and reporting, providing erosion and sediment control measures, preparing and filing EPA NPDES NOI and NOT forms, and providing required contractor certifications. Also includes hay bales, filter bags, and filter fabric as needed for supplemental inlet protection and to supplement silt fence, including replacement and maintenance needed during construction. In the event temporary staging and storage areas are used, any required erosion and sediment control measures are to be included in this item.

C. Payment of this item shall be made under the following schedule:

Percent of Original Contract Amount Earned

Allowable Percent of the Lump Sum Price to be Paid

5 50 10 90 90 100

01270-4

2.04 Clearing and Grubbing

Clearing, grubbing, disposal of debris.

2.05 Site Work (Grading and Restoration)

Subgrade preparation, compaction, grading, soil preparation, sod installation, sanding joints, fertilizing, watering, and mowing.

2.06 Temporary Bypass Pumping During Construction

Design and installation of a bypass pumping system for the pump station and sanitary sewer system replacement, including pumps, bypass piping, plugging existing piping / manholes as needed, proposed tanker(s), suction and discharge points, traffic control, such as signs, ramps, steel plates or other methods used to facilitate traffic over surface piping, and monitoring.

2.07 Demolish Existing Lift Station (Salvage as Required, Complete Building Demolition, Removal of Walls and stabs to a depth of 4-ft below grade, Backfill and Compact, Guide Rails, Valves, Fittings, and Discharge Piping)

Dewatering, excavation, salvage of items inside the building and delivery of these items to the City, removal and disposal of the complete building, wet well, and interior concrete to the depth required, disposal of all removed materials, backfilling, compacting, grading, restoring all areas affected by construction. Note the sodding of the area after completion of demolition activities is to be paid for under the Sodding pay item

2.08 Remove and Dispose of Existing Force Main

01270-5

Dewatering, excavation, isolating the existing main, wet cutting asbestos cement pipe as needed, removal and disposal of pipeline contents, removing pipeline fittings, and accessories as required, wrapping removed pipe and disposing of at landfill. Also includes backfilling, compaction, and restoration.

B. Unit of measurement is linear feet.

2.09 Take out of Service (Fully Grout) Existing Gravity Main

Taking out of service existing main, including wet cutting asbestos cement pipe, removal and disposal of pipeline contents, removing sections of pipeline as necessary to take out of service, wrapping removed pipe and disposing of at landfill, grouting pipe in place, backfilling, compaction, and restoration.

2.10 Remove and Dispose of Existing Electrical Equipment

Removal and disposal of equipment rack and posts, all accessories needed to mount all of the equipment, antenna and tower and accessories (including the tower base), all electrical and controls needed to provide a complete and functioning lift station.

B. Unit of Measurement is lump sum.

2.11 Convert Existing Wet Well into Manhole

Dewatering, excavation, coring existing wetwell, installing watertight collar and connector, new concrete top with ring-in-cover manhole, reconstruction of interior bench at manhole invert, grouting, accessories, backfilling, restoration, testing.

2.12 Furnish and Install New Wet Well, Valve Vault, Hatches and Accessories

Dewatering, excavation, furnishing and installing the complete wet well including the precast structure, hatches, and accessories, connection to the new gravity sewer main, backfilling, compaction.

01270-6

B. Unit of Measurement is lump sum.

2.13 Furnish and Install 6” D.I. Pipe and Fittings from Wet Well Pumps through Valve

Vault (including check valves, emergency pump out, plug valves, accessories, ending at (and including) the wye outside the valve vault).

Furnishing and installing all pipe, valves, fittings, pump out, and accessories in the wet well and valve vault, and extending outside of the valve vault through and including the wye fitting. The Work also includes backfilling, compaction, and testing.

2.14 Furnish and Install New Submersible Pumps with Base Pedestal and Plate, Guide

Rails, Brackets, Float Switches

Furnish and install the pumps, guide rails, brackets, transducer float switches, and installing all of these items in order to provide a complete and functioning lift station.

2.15 Install Diesel Driven Bypass Pump supplied by the City and Accessories

Picking up from the City and transporting to the new lift station site and installing the diesel pump and accessories. The Work includes all work necessary for a complete and operational power backup for the lift station site, plus testing and startup. Note the City has paid for the onsite Start-up and building load test by the manufacturer. However, the Contractor is required for coordination and scheduling this work with the manufacturer and to coordinate with the City, so City personnel can be present. At the completion of the installation, testing, and startup, the Contractor is to fill the fuel tank with fuel to provide a full tank.

2.16 Furnish and Install New 6-inch PVC Force Main

Survey, layout, dewatering, excavation, sheeting, shoring, bracing, pipeline installation, pipeline identification and warning tape, locate wire, thrust restraint at joints, disposal of unsuitable or excess material, suitable backfill, compaction, 01270-7 replacement of existing structures such as signs or fences encountered, connections, testing.

B. Unit of measurement is linear feet

2.17 Furnish and Install New 10-inch Gravity Sewer Main

Excavation, dewatering, pipeline installation, disposal of unsuitable or excess material, suitable backfill, compaction, pipeline identification and warning tape, compaction, testing (including leakage tests).

2.18 Furnish and Install New 12-inch Gravity Sewer Main

Excavation, dewatering, pipeline installation, disposal of unsuitable or excess material, suitable backfill, compaction, pipeline identification and warning tape, compaction, testing (including leakage tests).

2.19 Furnish and Install Sanitary Manholes 4-Feet Diameter (+8' Depth)

Excavation, dewatering, precast manhole installation, backfilling, connections, manhole invert concrete bench, interior and exterior coatings, and testing.

B. Unit of measurement is each.

2.20 Modify Existing Sanitary Manhole

Excavation, dewatering, labor, material, and equipment required for the concrete, preparation, and modification of the existing manhole per the Contract drawings, grout, ring and cover, site work, core drilling existing manhole, sand collars, structural liners, corrosion inhibitor coatings, demolition, re-benching, complete rehabilitation, and adjustment, removal, and replacement of connecting sanitary piping.

B. Unit of measurement is each.

01270-8

2.21 Connect to Existing Force Main

Connection to existing force main, piping, line stops, fittings, and valves, dewatering, excavation, backfill, compaction, restoration after completion of operations, and testing.

2.22 Furnish and Install New Equipment Rack and Components, Electrical and

Controls, New Power Feed, New Tower and Antenna, Coordination with FPL, Permitting

Furnishing and installing the new equipment rack and posts, all accessories needed to mount all of the equipment, furnishing the new antenna and tower and accessories (including the tower base), coordination with FPL for the new power connection (the City has already paid FPL for the new power to the site), all electrical and controls needed to provide a complete and functioning lift station, permitting (and the permit fee) for the Seminole County Building Permit..

2.23 Furnish and Install Light Pole Assembly and Lighting

All related labor, material, wiring, conduit, switches, meters, connections, equipment services, testing, permits and fees, meter and connection fees coordination and work required to install light pole assembly.

2.24 Furnish and Install Lift Station Concrete (8")

Subgrade preparation, compaction, grading, forming, placing, finishing and curing new lift station site concrete, including thickened edges, steel reinforcement, expansion joints and sawcutting contraction joints.

2.25 Furnish and Install Chain Link Fence and Gate (Including Barb Wire Attachment)

(6' Fence Plus Attachment)

01270-9

Survey, layout, corner posts, end posts, pull posts, line posts, rails, chain link fabric, tension wire, tie wire, barb wire attachment, concrete bases for posts. Posts, rails, cane bolts and cane bolt anchor bases, chain link fence fabric, barb wire attachment, concrete bases for posts.

PART 3 EXECUTION - Not Used

END OF SECTION

J:

\S

2.

\C iv il\ D

W G

C ur re nt _P la n_

Se t\W or ki ng \1

C ov er

.d w g M ay

8,

- 1 1:

am s ho lm es

Know what's below.

before you dig.Call

R

C I T Y O F S A N F O R D

INDEX OF SHEETS

GROVEVIEW PUMP

STATION IMPROVEMENTS

DEMOLITION PLAN

GENERAL NOTES

5.

7.

COVER SHEET1.

3.

2.

4.

6.

SITE PLAN

LIFT STATION PLAN VIEW

N

Graphic Scale in Feet

200 200 400VICINITY MAP

1" = 200'

CITY OFFICIALS

MAYOR

ART WOODRUFF

COMMISSIONERS

DISTRICT 1: SHEENA BRITTON

DISTRICT 2: KERRY S. WIGGINS, SR.

DISTRICT 3: PATRICK AUSTIN

DISTRICT 4: PATTY MAHANY

UTILITY PLANTS MANAGER

RICHARD CASELLA, UMC

BRYNT JOHNSON

PUBLIC WORKS/

UTILITIES DIRECTOR

NEW LIFT STATION SITE LOCATION

BY-PASS PUMP DETAILS AND NOTES

LIFT STATION SECTION

E-1. ELECTRICAL SITE PLAN

E-2A, E-2B ELECTRICAL DIAGRAMS

E-3. CALCULATIONS AND DETAILS

c 2024 FL P.E. No. 64727

ROCCO R. NASSO II, P.E.

*NOTICE*

THIS SET OF PLANS IS NOT VALID FOR CONSTRUCTION PURPOSES WITHOUT BEING STAMPED

"APPROVED FOR CONSTRUCTION BY CPH INC." PLANS WITHOUT THIS STAMP ARE GIVEN FOR

INFORMATIONAL PURPOSES ONLY.

JOB# S06222

DATE: AUGUST 2024

CITY MANAGER

NORTON N BONAPARTE JR

IFB 24/25-23

DETAILS

www.cphcorp.com A Full Service

A & E Firm

Plans Prepared by:

CPH, LLC

500 West Fulton Street

Sanford, FL 32771 Ph: 407.322.6841

BID DOCUMENTS

2GENERAL NOTES

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

8 GROVEVIEW PUMP STATION

IMPROVEMENTS

Sanford, Florida S06222 04-2025

R.NASSO

M. SANTOS-CHAVEZ

S.HOLMES

C 2025

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

ROCCO R. NASSO II, P.E.

FL P.E. No. 64727

B

ID

D O

C U

M E

N T

S

GENERAL PROVISIONS

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO

(.MP4, .MPG, .WMV, .MOV OR APPROVED EQUAL) AT THE EXISTING LIFT STATION AND THE

NEW LIFT STATION SITE IN ACCORDANCE WITH THE SPECIFICATIONS. THE FILES SHALL BE

SAVED IN DIGITAL FORMAT ON A PORTABLE USB HARD/FLASH DRIVE OR APPROVED EQUAL,

AND SHALL BE ABLE TO BE PLAYED BACK ON ANY WINDOWS COMPATIBLE COMPUTER. IN

PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING BUILDINGS,

STRUCTURES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED CONSTRUCTION

AREAS.

2. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY

STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY

MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS

SHALL BE INCIDENTAL TO THE CONTRACT.

3. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE

REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS.

4. THE SIZE OF THIS PROJECT IS LESS THAN 1.0 ACRE; THEREFORE, THE CONSTRUCTION IS

NOT REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER

DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. HOWEVER, THE

CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND

SEDIMENT CONTROL MEASURES PRIOR TO AND DURING CONSTRUCTION IN ACCORDANCE

WITH THE DRAWINGS AND SPECIFICATIONS.

5. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS REPRESENT A

MINIMUM REQUIREMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NEEDED IN ORDER TO PREVENT

THE TRANSFER OF SEDIMENT FROM THE PROJECT AREA AND PREVENT THE EROSION OF

SURFACES DURING CONSTRUCTION, AS NEEDED TO PROTECT ADJACENT PROPERTIES AND

WATER BODIES.

6. IN THE EVENT THAT WATER IS ENCOUNTERED DURING CONSTRUCTION, DEWATERING

SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN,

INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND

THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS. IF DEWATERING

EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD

TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACITY, THE

CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE ST.

JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD). THE ENGINEER AND/OR OWNER

SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED.

7. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL

PERMIT REQUIREMENTS AND STATE WATER QUALITY STANDARDS. PROVIDE ALL TESTING

AND PERMITTING REQUIRED AND COMPLY WITH ALL TREATMENT OR DISPOSAL METHODS

REQUIRED TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

8. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS

EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY BOUNDARY,

RIGHT-OF-WAY AND EASEMENTS, AND OTHER AREAS SPECIFICALLY DESIGNATED FOR

CONSTRUCTION. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING

PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT

FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN

SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE

BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND

NO EXTRA COMPENSATION SHALL BE PROVIDED.

9. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE

GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL

BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY

DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

10. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS,

RIGHTS OF WAY, AND OTHER TOPOGRAPHIC INFORMATION HAS BEEN PREPARED BY OTHER

PROFESSIONALS. CPH, LLC ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS

INFORMATION.

11. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS,

WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL. CPH, LLC IS NOT

RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS.

12. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF

THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS,

ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION,

AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE

SURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER.

EXISTING UTILITIES

1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY,

OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE.

2. THE LOCATION, MATERIAL TYPE, AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE

PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN

FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER ASSUMES NO RESPONSIBILITY

FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, THE

CONTRACTOR SHALL CONDUCT ALL INVESTIGATIONS NEEDED TO DETERMINE THE

HORIZONTAL AND VERTICAL ELEVATIONS OF EXISTING UTILITIES THAT WILL BE CONNECTED

TO, CROSSED, OR OTHERWISE BE LOCATED IN THE VICINITY OF THE PROPOSED

CONSTRUCTION. AT PROPOSED CONNECTIONS, INVESTIGATIONS SHALL EXTEND BEYOND

THE POINT OF CONNECTION AS NEEDED TO ADJUST PROPOSED CONNECTION POINTS DUE

TO UTILITY CONFLICTS. IN THE EVENT STRUCTURES ARE IMPACTED IN ORDER TO CONDUCT

THESE INVESTIGATIONS, THE COST OF TRAFFIC CONTROL AND RESTORATION IS

INCIDENTAL TO THE CONTRACT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

NOTIFY ALL UTILITIES OF THE CONSTRUCTION AND TO MAKE THE NECESSARY

ARRANGEMENTS TO PROTECT ALL EXISTING UTILITIES. ANY UTILITIES THAT INTERFERE

WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE OWNER

AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION.

3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING

UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY

DIALING “811” AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE

SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES

PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL

NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT

LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.

4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE

FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA:

AT&T DISTRIBUTION

ATTN: DINO FARRUGGIO

E-MAIL: G27896@ATT.COM

CHARTER COMMUNICATIONS (SPECTRUM)

ATTN: JOHN SMITH

407-532-8520

CROWN CASTLE

800-654-3110

FLORIDA POWER & LIGHT

ATTN: JAMIE PURNELL

386-586-6403

E-MAIL: JAMIE.PURNELL@FPL.COM

FLORIDA PUBLIC UTILITIES

ATTN: COLIN DUNN

352-636-7057 E-MAIL: CDUNN@CHPK.COM

CITY OF LAKE MARY

ATTN: DANIELLE KOURY

407-585-1452

E-MAIL: DKOURY@LAKEMARYFL.COM

CITY OF SANFORD

ATTN: RICHARD BLAKE

407-688-5101

E-MAIL: RICHARD.BLAKE@SANFORDFL.GOV

SEMINOLE COUNTY ENVIRONMENTAL SERVICES DEPT.

ATTN: PAUL ZIMMERMAN

407-665-2040

E-MAIL: PZIMMERMAN@SEMINOLECOUNTYFL.GOV

THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL

COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING

CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS

OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY.

6. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING

PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE

DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE

INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH

THE PERMISSION OF THE OWNER AND THE ENGINEER.

7. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES AND

LATERALS WITHIN THE PROPOSED CONSTRUCTION AREA PRIOR TO CONSTRUCTION AND

ADJUST THE PROPOSED CONSTRUCTION AS NEEDED TO ACCOMMODATE THESE EXISTING

LINES.

8. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE

ENGINEER’S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION

PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOSED

CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT

SPECIFICATIONS AND APPROVAL IS RECEIVED FROM THE ENGINEER. WHERE SUCH

PROPOSED REVISIONS DEVIATE FROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH

REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP.

9. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL

FIELD VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL TYPE, AND ALIGNMENT OF ALL

EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR

DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL

FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT

DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH

DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED

PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH

SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR’S CONVENIENCE SHALL

BE MADE AT NO ADDITIONAL COST TO THE OWNER

TRAFFIC CONTROL

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TEMPORARY TRAFFIC

CONTROL PLAN (TTCP) PRIOR TO CONSTRUCTION. THE TTCP (ALSO CALLED A

MAINTENANCE OF TRAFFIC (MOT) PLAN) SHALL SHOW ALL PROPOSED TRAFFIC

CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL

ALL PROPOSED CONSTRUCTION SEQUENCING. THE TTCP PLAN AND INSTALLED

TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY THE ENGINEER, OWNER,

AND ROADWAY JURISDICTIONAL AGENCY. IN GENERAL, ROADWAY LANE

CLOSURES AND DRIVEWAY CLOSURES ARE PROHIBITED DURING CONSTRUCTION

UNLESS SPECIFICALLY DETAILED ON THESE PLANS. IN THE EVENT IT IS

DETERMINED THAT ROADWAY AND DRIVEWAY CLOSURES WILL BE ALLOWED, THE

CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 3:00

P.M. UNLESS OTHERWISE AUTHORIZED IN THE APPROVED TTCP PLAN.

2. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FDOT

STANDARD PLANS FOR ROAD CONSTRUCTION, INDEX NO. 102-600 AND THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL TRAFFIC

CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND

MAINTAINED DURING CONSTRUCTION.

3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE

PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS MAINTAINED

THROUGHOUT CONSTRUCTION.

4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE

TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR

ALL PROPERTY OWNERS DURING CONSTRUCTION.

5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST.

6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY

CONDITIONS.

7. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER

CONTRACTORS WHO MAY BE WORKING IN THE IMMEDIATE VICINITY.

8. WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS AND IS WITHIN 15-FT

OF ACTIVE ROAD TRAVEL WAY BUT NO CLOSER THAN 2-FT FROM THE TRAVEL

WAY, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE

WITH FDOT INDEX NO. 102-600 AND 102-602. WHEN WORK OCCURS ALONG TWO

LANE, TWO WAY ROADS BETWEEN THE ROAD CENTERLINE AND A LINE 2-FT

OUTSIDE THE EDGE OF THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE

TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 102-600 AND 102-603.

9. TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND

MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER HAZARDS EXIST AND

TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED

PAVEMENTS UNTIL SUCH PAVEMENTS ARE OPEN TO PUBLIC USE.

10. WHERE A DROP-OFF CONDITION IN THE WORK ZONE OCCURS, IT SHALL BE

MITIGATED IN ACCORDANCE WITH FDOT INDEX 102-600. REFER TO FDOT INDEX

NO. 102-600 FOR THE DEFINITION OF A DROP-OFF.

1. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN

DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE

CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY

FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE

CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ON SITE LOCATIONS OF

EXISTING UTILITIES.

2. CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY

ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING.

3. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION, AND

EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING

STRUCTURES, PAVEMENT AND UTILITIES AS SHOWN ON THE DRAWINGS AND DESCRIBED

HEREIN.

4. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE STRUCTURES TO BE

DEMOLISHED. THE CONTRACTOR IS TO BE RESPONSIBLE FOR ALL ASSOCIATED

FACILITIES IN THE DEMOLITION AREAS. THE CONTRACTOR IS TO COORDINATE ALL

DEMOLITION ACTIVITES WITH THE PLANT OWNER/OPERATOR PRIOR TO ANY

CONSTRUCTION ACTIVITY.

5. ALL SITE UNDERGROUND STRUCTURES AND PIPING TO BE DEMOLISHED MUST BE

COMPLETELY REMOVED AND OVER EXCAVATED BY A MINIMUM OF 12" BENEATH THE

STRUCTURES. CONTRACTOR SHALL USE APPROVED FILLING MATERIAL FOR FILLING

THESE AREAS. FILL SHALL BE OF CLEAN, FINE SAND AASHTO CLASS A-3 AND SHALL BE

PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND COMPACTED TO AT

LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557).

6. ALL EXISTING STRUCTURES, PAVEMENTS, SLABS, FOUNDATIONS, STEPS, AND OTHER

EXISTING FEATURES INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE

DEMOLISHED AND REMOVED BY THE CONTRACTOR.

7. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS

THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE.

VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED

FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND

REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE

WORK.

8. ELECTRICAL, TELEPHONE, CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR

RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY PRIOR TO

COMMENCEMENT OF CONSTRUCTION. ADEQUATE TIME SHALL BE PROVIDED FOR

RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS A NECESSITY

TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.

9. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES.

EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY

AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS.

DRIVEWAYS AND SIDEWALKS SHALL NOT BE BLOCKED BY DEBRIS AND EQUIPMENT.

10. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER

DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS

ENCOUNTERED DURING THE DEMOLITION / EXCAVATION PROCESS.

11. DISPOSAL

a. REMOVE AND LEGALLY DISPOSE OF ALL OTHER DEMOLISHED, RUBBLE, AND DEBRIS.

COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OF

WASTES AND DEBRIS.

12. PAVEMENT REMOVAL

a. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW-CUT THE SURFACE LEAVING

A UNIFORM AND STRAIGHT EDGE WITH MINIMUM DISTURBANCE TO THE REMAINING

ADJACENT SURFACE. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW-CUT

SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION.

b. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY, OR

VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING

BOX CULVERTS, PIPE, INLETS. MANHOLES, APPURTENANCES, FACILITIES OR

STRUCTURES OR FOR RECONSTRUCTION PURPOSES SAID PAVEMENT, ETC., SHALL

BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE

ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS,

EQUIPMENT, TOOLS, SUPPLIES, AND OTHER EQUIPMENT AS REQUIRED.

13. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT

ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.

14. PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED

PERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATIONS AND FULLY

ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING

DEMOLITION WORK.

15. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF THIS

PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL CHECK FOR

DISCREPANCIES AND/OR OMISSIONS THAT SHALL BE BROUGHT TO THE ATTENTION OF

THE ENGINEER PRIOR TO BID SUBMITTAL.

16. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE

INSTALLED.

17. THE CONTRACTOR SHALL COORDINATE WITH OWNER PRIOR TO COMMENCEMENT OF

ANY WORK. ACTUAL REMOVAL AND/OR RELOCATION OF ALL EXISTING PLANTS IS TO BE

CONDUCTED BY THE LANDSCAPE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE SITE

WORK CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH THE LANDSCAPE

CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND PRESERVING

TREES.

18. CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN

THE DRAWING. ALL EXISTING UTILITIES INCLUDING: STORM DRAINAGE, GAS, ELECTRIC,

TELEPHONE, WATER AND SEWER SHALL BE PRESERVED AND PROTECTED, UNLESS

OTHERWISE NOTED.

GENERAL DEMOLITION NOTES

AutoCAD SHX Text CPH, LLC A Full Service A & E Firm

S

Graphic Scale in Feet

5 5 10

N

3DEMOLITION PLAN

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

8 GROVEVIEW PUMP STATION

IMPROVEMENTS

Sanford, Florida S06222 04-2025

R.NASSO

M. SANTOS-CHAVEZ

S.HOLMES

C 2025

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

ROCCO R. NASSO II, P.E.

FL P.E. No. 64727

B

ID

D O

C U

M E

N T

S

EXISTING LIFT STATION

T.E = 47.71

NW INV.=40.24 (10" CLAY)

NE INV. = 34.71 (10" CLAY)

BOT. = 33.79

DEMOLISH EXISTING

PUMP HOUSE

CONTRACTOR TO

COORDINATE REMOVAL

REMOVE EXISTING

ANTENNA

REMOVE EXISTING

ELECTRIC METER

EXISTING SANITARY MANHOLE TO REMAIN

T.E = 47.69

SW INV.=35.40 (10" CLAY)

E INV. = 35.51 (10" CLAY)

SE INV. = 42.50 (10" CLAY)

REMOVE EXISTING

WATER METER

EXISTING 6' CHAIN

LINK FENCE (CLF)

TO REMAIN

EXISTING 4' HOG

WIRE FENCE TO

REMAIN

EXISTING

ELEC TRANS.

DEMOLITION NOTES:

1. DEMOLITION OF THE EXISTING LIFT STATION CANNOT BEGIN UNTIL AFTER THE NEW

LIFT STATION HAS BEEN CONSTRUCTED, AND APPROVED BY THE FLORIDA DEPT. OF

ENVIRONMENTAL PROTECTION (FDEP) AND THE CITY OF SANFORD TO BE PLACED

INTO SERVICE.

2. COORDINATE WITH FLORIDA POWER AND LIGHT (FPL) AS NEEDED IN ORDER TO HAVE

THE EXISTING ELECTRICAL SERVICE AND METER CAN TAKEN OUT OF SERVICE.

REMOVE ALL OF THE ELECTRICAL SERVICE RELATED ITEMS NOT REMOVED BY FPL.

3. PER SECTION 02220 OF THE PROJECT MANUAL, THE FOLLOWING ITEMS ARE TO BE

SALVAGED AND DELIVERED TO THE CITY OF SANFORD: CONTROL PANEL, WATER

METER, METER BOX, AND RTU.

4. DEMOLISH THE BUILDING COMPLETELY INCLUDING ALL INTERIOR ITEMS AND

EXTERIOR ATTACHMENTS TO THE BUILDING AND REMOVE FROM THE SITE USING

METHODS AS REQUIRED TO COMPLETE WORK WITHIN THE LIMITATIONS OF

GOVERNING REGULATIONS. SMALL STRUCTURES MAY BE REMOVED INTACT WHEN

ACCEPTABLE TO THE CITY AND AUTHORITIES HAVING JURISDICTION.

5. REMOVE SLABS-ON-GRADE AND WALLS BELOW GRADE TO A DEPTH OF 4 FEET

BELOW GRADE. SLABS AND WALLS LEFT MORE THAN 4 FEET BELOW GRADE ARE TO

HAVE HOLES PUNCHED THROUGH THE SLABS (MINIMUM HOLE SIZE OF4-INCHES).

6. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION

OR REMOVAL OF STRUCTURES ETC. USING ACCEPTABLE MATERIAL AS DEFINED IN

SECTION 02315 OF THE PROJECT MANUAL. CONCRETE RUBBLE FROM DEMOLITION

ACTIVITIES CAN ALSO BE USED AS BACKFILL PROVIDED IT IS NOT PAINTED OR

COATED, IS FREE OF STEEL REINFORCEMENT, AND IS BROKEN INTO PIECES THAT

MEASURE NO LARGER THAN 8-INCHES IN ANY DIRECTION.

EXISTING

PROPERTY LINE

SITE BENCHMARK #535+

TOP OF MAG NAIL AND DISK

WITH "BM" LB #7143

EL. 47.72 NAVD88

N.1608609.12 E.557974.72

DEMOLISH

LEGEND

DEMO TOP SLAB AND

PIPING. WET WELL TO

REMAIN IN PLACE

AutoCAD SHX Text 14.0'

AutoCAD SHX Text 12.7'

AutoCAD SHX Text 14.0'

AutoCAD SHX Text 12.6'

M

10'

30.5'

24'

Graphic Scale in Feet

10 10 20

N

4SITE PLAN

EXISTING FORCE MAIN TO REMAIN

PROPOSED CONTOUR GRADE LINE

PROPOSED FORCE MAIN

XX

PROPOSED CONCRETE

PAD (8" THICK)

LEGEND

PROPOSED 6' HIGH CHAIN LINK FENCE

XX.X PROPOSED ELEV.

R/W LINE

GENERAL NOTES

1. THE NEW CONCRETE DRIVEWAY SHALL CONSIST OF 6" THICK FIBER MESH REINFORCED CONCRETE, MINIMUM 3000 P.S.I.