IFB_252615_Addendum_5.pdf

PUR-F-212 Rev. 11/2016

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

#5 IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station

At the Sanford North Water Reclamation Facility

DATE: August 11, 2026

TO: All Bidders/Proposers

FROM: Maria A. Green

SUBJECT:

City of Sanford Purchasing Division

IFB 25/26-15 Transfer Station and Reclaimed Water Distribution Pump

Station At the Sanford North Water Reclamation Facility | ADDENDUM #5

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.

This Addendum consists of a total of 3 pages plus the following attached items:

A. Acknowledgement of Receipt of Addendum No. 4 Form – Total of 1 Page

B. Revised Specifications:

00015 and 00410

C. Revised Contract Drawings:

G-02, E-03, E-04, E-06, E-07, E-09A, E-18, E-20, E-21, I-05 and I-07.

I. DUE DATE

This Addendum does change the solicitation due date. As such, the solicitation response is due no later than Thursday, August 20, 2026 at 2:00PM Local Time.

II. QUESTIONS AND ANSWERS (Q&A)

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

Q1. The List of Drawings in the Project Manual and on the INDEX of Sheets is missing “E-21

EXISTING OPERATIONS BUILDING SCADA ROOM PLAN”. Drawings E-21 thru E-30 look to be numbered incorrectly on the list. The last drawing “ELECTRICAL DETAILS-3” I believe should be E-31.

A1. Drawings and Specifications updated.

Q2. LIGHTING FIXTURE SCHEDULE includes TYPES A,B (Pole Mounted Fixtures) and TYPE -

EXIT. I did not find any of these indicated on the ELECTRICAL drawings. Are any of these fixtures required in this contract?

A2. Pole mounted lighting fixtures are not required on this project. Detail removed.

mailto:purchasing@sanfordfl.gov

300 N. Park Avenue Suite 236, Sanford, Florida 32771

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

ADDENDUM

#5 IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station

At the Sanford North Water Reclamation Facility

Q3. There are several unanswered questions that are impacting our vendors and subs from quoting the project. Since Addendum 3 has not yet been issued, please consider extending the bid date with this Addendum to allow for adequate time for these vendors.

A3. Bid date to be extended to August 20th at 2:00 PM.

Q4. It appears that addendum 3 has not answered all of the submitted question. Will a 4th addendum be addressing the rest? Also, please confirm that the new question deadline is 8/6 at 2:00pm.

A4. Question deadline is August 6th at 2:00 PM.

Q5. Please furnish the manufacturer and model of existing panels L1, LT, L-1A and/or circuit breakers to be installed in them per sheet E-12 Note 3, Sheet E-14 Note 4, Sheet E-18 Note 2 respectively.

A5. Eaton Type PRL1A.

Q6. Please provide conduit size and wiring requirements for conduit runs shown on sheets E-13 through E-21.

A6. See revised drawings issued under Addendum No. 4.

Q7. Addendum #3, Drawing E-03 has a new NOTE 4 pointing to the ductbank between existing

PMH-2/CMH-2 and existing PMH-3/CMH-3 which states "EXISTING CONDUITS TO BE

USED FOR NEW FIBER." This same ductbank is also labelled with A-A. Drawing E-06

DUCTBANK CONDUIT SECTION shows new 2" conduit with FIBER. Question: does the contractor need to provide a new 2" conduit in this ductbank?

A7. No. Existing conduit to be used.

Q8. The single line diagram on sheet E-07 shows a connection between the GCP and ATS Control

Module of ATS-S6A. It also shows a connection, with the same conduit and wire requirements, between the GCP and "ATS2". Please confirm if this connection should be between the GCP and the ATS Control Module of ATS-S6B, or please furnish the location of "ATS2". Thank you

A8. Yes, ATS2 should be renamed to ATS-S6B. See revised drawing attached issued under this addendum.

Q9. Sheet E-06, revised by Addendum 3, now shows 2 new ductbank sections: "I I" and "J J". Sheet

E-04, revised by Addendum 3, now shows ductbank sections "J J" being used, but identifies two different ones as "C C". Please confirm of section "C C" between section "J J" and Operations building on sheet E-04 is meant to be section "I I" or if section "C C" is meant to be used two times. Thank you.

A9. Sections JJ and CC are to be used between the Operations building and the control room.

Direct buried Fiber conduits will be required from NIP-S per section JJ, fiber conduits to be concrete encase under roads per Section CC.

Q10. Can General Control Systems please be added to the list of approved System Control Suppliers

(SCS)? GCS meet the qualifications outlined in Section 13300.

A10. Yes. See revisions to specifications issued under this addendum.

300 N. Park Avenue Suite 236, Sanford, Florida 32771

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

ADDENDUM

#5 IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station

At the Sanford North Water Reclamation Facility

Q11. There doesn't appear to be a written description of what is to be included in each bid item on the bid form. Can you please provide a measurement and payment spec section that will describe each item? i.e. - what is the difference between "Earthwork" and "Sitework"? Also, what is defined as

"Equipment" that we are to provide purchase and installation pricing for?

A11. Bid form updated.

III. CHANGES, ADDITIONS AND/OR CLARIFICATIONS

1. Specification 00015, “List of Drawings”, Remove and replace with attached Revision Section

00015.

2. Specification 00410, “Proposal (Bid Form)”, Remove and replace with attached Revision Section

00410.

3. Insert the following into specification section 13300, 1.01, C., 1:

f. ITG Technologies

g. Southern Flow

h. General Control Systems

4. Delete the following Contract Drawings:

G-02, E-03, E-04, E-06, E-07, E-18, E-20, E-21, I-05 and I-07.

5. Insert the following Revised Contract Drawings in their place:

G-02, E-03, E-04, E-06, E-07, E-18, E-20, E-21, I-05 and I-07.

6. Insert new sheet E-09A as part of this addendum.

IV. SIGN-IN SHEET

NA

300 N. Park Avenue Suite 236, Sanford, Florida 32771

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

ADDENDUM

#5 IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station

At the Sanford North Water Reclamation Facility

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 #5 to IFB 25/26-15 Transfer Station and Reclaimed

Water Distribution Pump Station At the Sanford North Water Reclamation Facility

Name of Firm/Company Contact Email

Street Address City, State, Zip Code

Telephone Number Fax Number

Authorized Person Printed Name Authorized Person Title

Authorized Person Signature Date of Signature

Sanford North WRF Reclaimed Electrical System Improvements LIST OF DRAWINGS

00015-1

SECTION 00015

LIST OF DRAWINGS

SHEET NO. DESCRIPTION

G1 Cover Sheet

G2 Index of Sheets, General Notes, and Vicinity Map

G3 Signature

V1 Survey Boundary

C1 Existing Site Conditions

C2 SWPPP

C3 Details and Notes

C4 Site Plan

C5 Site Dimension and Grading Plan

C7 Civil Details 1

C8 Civil Details 2

E-01 Electrical Notes, Symbols & Abbreviation

E-02 Overall Site Plan

E-03 Enlarged North Site Plan

E-04 Enlarged South Site Plan

E-05 Enlarged West Site Plan

E-06 Conduit Sections

E-07 Single Line Diagram

E-08 Load Tabulations

E-09 Control Riser Diagram

E-09A Network Riser Diagram

E-10 Solid State Starter Elementary Diagram

E-11 VFD Elementary Diagram

E-12 North Electrical Building No.1 Electrical Plan

E-13 Existing Disc Filters Electrical Plan

E-14 Existing Biosolids Management Facility Electrical Plan

E-15 Existing Dewatering Building Electrical Plan

E-16 Existing Truck Loading Building Electrical Plan

E-17 South Electrical Building Electrical Plan

E-18 Existing Master Pump Station Building Electrical Plan

E-19 Existing Belt Filter Press Building Electrical Plan

E-20 Office Building Server Room Electrical Plan

E-21 Existing Operations Building Scada Room Plan

E-22 Reclaim Electrical Building Power Plan

E-23 Reclaim Electrical Building Light and Grounding Plan

E-24 High Service Pump Station Electrical Plan

E-25 Transfer Pump Station Electrical Plan

E-26 Ground Storage Tank Electrical Plan

E-27 Lighting Fixture Schedule and Detail

E-28 Panel Schedules

Sanford North WRF Reclaimed Electrical System Improvements LIST OF DRAWINGS

00015-2

E-29 Electrical Details – 1

E-30 Electrical Details – 2

E-31 Electrical Details – 3

I-01 Instrumentation Notes, Symbols and Abbreviations

I-02 Process & Instrumentation Diagram - Master Lift Station

I-03 Process & Instrumentation Diagram - Transfer Pump Station

I-04 Process & Instrumentation Diagram - Effluent

I-05 Fiber Optic Network Overview

I-06 Network Diagram – North

I-07 Network Diagram – South

I-08 PCP Distribution Diagram

I-09 Master Lift Station Back-up Control Panel Elementary Design

I-10 Transfer and Reclaim Pump Back-up Control Panel Elementary Design

I-11 Instrumentation Details

A001 Sheet Index and Drawing Convention

A002 General Information and Abbreviations

A010 Code Summary, Calculations & Life Safety Plan

A031 Partition Types & Notes

A101 Architectural Floor Plan Electrical Building

A201 Exterior Elevation Electrical Building

A301 Building Sections Electrical Building

A500 Door Schedule & Details

A521 Details

S001 Structural General Notes

S100 Foundation Plan and Roof Framing Plan

S101 Foundation Typical Details

H2-11 First Floor Ductwork Plan

END OF SECTION

Transfer Station and Reclaimed Water Distribution Pump Station PROPOSAL (BID FORM)

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.

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

00410-2

5. To begin Work after the issuance of a Notice to Proceed, unless otherwise provided, and substantially complete the Work within 365 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.

Item Description UNIT QTY Total Price

Mobilization, Bonds, Insurance, and General Conditions

1.1 Mobilization, Bonds, Insurance, and General Conditions

LS 1

Demobilization, Record Drawings and Closeout

2.1 Demobilization, Record Drawings and Closeout LS 1

3 Pre-Construction Video

3.1 Pre-Construction Video LS 1

4 Site Work

4.1 Erosion & Sedimentation Control (including silt fence)

LS 1

4.3 Clearing and Grubbing LS 1

4.5 Importing Fill LS 1

4.7 Dewatering LS 1

4.8 Grading LS 1

4.9 Sod LS 1

4.11 FDOT Concrete Gravity Wall with Handrail LS 1

4.13 Concrete Pad at FPL Transformer and Pump Station repairs

LS 1

4.14 Concrete Sidewalk (4" thick) LS 1

4.15 Asphalt Mill and Resurface LS 1

4.16 16" Reclaimed Watermain Concrete Encasement LS 1

NAME OF BIDDER:

00410-3

14 Electrical Building

14.1 Furnish & Install Electrical Building LS 1

14.2

Furnish & Install HVAC for Electrical Building (Concrete Slab, Masonry, Truss System, Roofing, Doors, Ceiling, Insulation, Weatherproofing, Finishes, etc.)

LS 1

15 Electrical, Process and Instrumentation

15.1

Furnish & Install Electrical (Electrical Gear, Panelboards, Automatic Transfer Switches, VFDs, Soft Starters Conduit/Wire, lighting, grounding, lightning protection and all misc electrical appurtenances)

LS 1

15.2

Furnish & Install Process Instrumentation & Control System (PICS). PLC hardware, Field Instruments, Control Panels, Control Panel Modifications, SCADA, Fiber Optic System and programming as described in division 13 specifications and instrumentation drawings.

LS 1

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

NAME OF BIDDER:

00410-4

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

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

00618 City of Sanford Insurance Requirements and Affidavit

--- 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

00410-5

(CORPORATE SEAL)

City State Zip Code

Telephone No. Facsimile No.

E-Mail Address

ATTEST:

By (Signature) Date

Printed Name and Title

END OF SECTION

North Water Reclamation Facility City of Sanford

INDEX OF SHEETS, GENERAL NOTES,

AND LOCATION MAP

JOB# S06208DATE: 1/2026

GENERAL PROVISIONS

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO (DVD FORMAT) ALONG THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS, STRUCTURES, MAILBOXES, 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. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE 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. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES. FOR PROJECTS LESS THAN 1 ACRE IN SIZE THAT ARE NOT REQUIRED TO COMPLY WITH THE NPDES GENERAL PERMIT, 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.

4. 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.

5. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS, RIGHTS OF WAY, AND OTHER TOPOGRAPHIC INFORMATION HAS BEEN PREPARED BY OTHER PROFESSIONALS. CPH, INC. ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION.

6. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL. CPH CONSULTING, INC. IS NOT RESPONSIBLE FOR DRAWINGS PREPARED

BY OTHER PROFESSIONALS.

7. SUBMIT ELECTRONIC COPIES (PDF FORMAT) OF EACH SHOP DRAWING AND PRODUCT DATA TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF

DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

8. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND REPLACED, AS

NECESSARY, BY SAME.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING. AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING AND STRUCTURAL EXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; B) DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW, MATERIALS, FIELD SLUMP AND AIR

CONTENT, AND FIELD AND LAB CURED STRENGTH SAMPLES AND TESTING.

10. IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (OR ANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OWNER AND ENGINEER THE REQUIRED CERTIFICATES OF

INSPECTION, TESTING OR APPROVAL.

11. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR SHALL BE AN INDEPENDENT LABORATORY ACCEPTABLE TO THE OWNER AND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITH THE LATEST EDITION OF THE "RECOMMENDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICATION", PUBLISHED BY THE

AMERICAN COUNCIL OF INDEPENDENT LABORATORIES.

12. TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL BE

PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS.

13. 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.

UTILITY GENERAL NOTES

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 ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER

INSTRUCTION.

3. FLORIDA LAW (F.S. 556) UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT MANDATES THAT EXCAVATORS/CONTRACTORS SHALL CONTACT SUNSHINE 811 (FKA: SUNSHINE STATE ONE CALL OF FLORIDA BY CALLING 800-432-4770 OR

811 AT LEAST 2 FULL BUSINESS DAYS PRIOR TO BEGINNING ANY EXCAVATION OR DEMOLITION TO ALLOW MEMBER OPERATORS AN OPPORTUNITY TO IDENTIFY AND MARK THEIR UNDERGROUND FACILITIES AND APPROPRIATELY RESPOND TO THE POSITIVE RESPONSES SYSTEM

4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA

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

6. 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.

7. 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.

8. 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.

9. 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.

10. 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.

11. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, AT LEAST TWO BUSINESS DAYS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION.

CHARTER COMMUNICATIONS

3767 ALL AMERICAN BLVD

ORLANDO, FL 32810

ATTN: RAMON NUNEZ

407-215-5870

CENTURYLINK

1025 ELDORADO BLVD

BROOMFIELD, CO. 80021

877-366-8344X2

AT&T

6628 LAKESIDE ROAD

WEST PALM BEACH, FL 33411

ATTN: DINO FARRUGGIO

561-683-2729

J:\S06208\Civil\DWG\_Current_Plan_Set\S06208 G2 - INDEX OF SHEETS.dwg Aug 07, 2026 - 1:17pm sholmes

Location Map 1" = 1000'

"THIS IS TO CERTIFY THAT THE DESIGN REFLECTED IN

THE PLANS AND SPECIFICATIONS REPRESENT SOUND

ENGINEERING PRINCIPLES AND IS CONSISTENT WITH

THE APPLICABLE REQUIREMENTS OF THE FLORIDA

ADMINISTRATIVE CODE"

Detail and Section Identification

DETAIL NUMBER

DRAWING NUMBER

ON WHICH DETAIL

IS DRAWN

DRAWING NUMBER

ON WHICH DETAIL

IS TAKEN

DETAIL SECTION

LETTER

DRAWING NUMBER

ON WHICH SECTION

IS DRAWN

DRAWING NUMBER

ON WHICH SECTION

IS TAKEN

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Standard Abbreviations AL. or ALUM.

ASPH.

Ba.V.

BLDG.

BM

BT

B.F.V.

CIP or CI

CONC.

CONST.

CONT.

CMU

C.V.

DIA.

DIP or DI

DOT

DR. or DW.

ED

ESM'T

EF

EFF.

ELEC.

ELEV. or EL.

EQUIP.

EXIST.

EXP.

EXT.

EW

FD

FLEX.

FLG.

FM

GALV.

GM

GPM

GS

GSP

G.V.

HB

HORIZ.

HP

HWL

ID

INF.

I.P.

INV.

MANF.

MATL.

NG

NTS

NWL

OC

OH. E.

PE

PL.

PP

PROP.

PT

P.V.

PVC

PVMT.

R

RCP

RED.

REINF.

REQ’D

RT.

RWM

R/W

SAN

SPEC.

STA.

SQ.

SS

STN. STL.

SWD

SW (S/W).

T

TBM

TOF

TRANS.

TYP.

UE

UG

UT

VCP

VERT.

W.L.

WM

Aluminum Asphalt Ball Valve Building Bench Mark Buried Telephone

Butterfly Valve

Cast Iron Pipe Concrete Construction Continued Concrete Masonry Unit Check Valve

Diameter Ductile Iron Pipe Dept. Of Transportation Drive Or Driveway

Equipment Drain Easement Each Face Effluent Electrical Elevation Equipment Existing Expansion Extended Each Way Floor Drain

Flexible Flanged Force Main Galvanized Gas Main Gallons Per Minute Galvanized Steel Galvanized Steel Pipe Gate Valve Hose Bibb Horizontal Horsepower High Water Level Identification

Influent Iron Pipe Invert

Manufacturer Material

Natural Grade

Not To Scale Normal Water Level On Center

Overhead Electric Plain End Plate Power Pole Proposed Pressure Treated Plug Valve Polyvinyl Chloride Pavement

Radius

Reinforced Concrete Pipe Reducer Reinforced Required

Right Reclaimed Water Main Right-of-way Sanitary

Specification Station Square Stainless Steel Stainless Steel Side Water Depth Sidewalk

Telephone Cable Temporary Benchmark Top Of Floor Transformer Typical Underground Electric Underground Underground Telephone Vitrified Clay Pipe

Vertical

Water Line

Water Main

F.E. Fire Extinguisher

W.F. Water Fountain

I.D. Inside Diameter

CFS Cubic Feet Per Second

C.Y. Cubic Yards

EA Each

FDOT Florida Department of Transportation

F.F. Finish Floor

L.F. Linear Feet

MG Million Gallons MGD Million Gallons Per Day

NPW Non-potable Water

OD Outside Diameter

PW Potable Water

RAS Return Activated Sludge

Reuse Reuse Water

S.F. Square Feet

S.Y. Square Yards

VAC. Vacuum

WAS Waste Activated Sludge

MAX. Maximum MATL. Material

BTS Biological Treatment System NIC Not in Contract

N

ROCCO RICHARD NASSO II, P.E.

FLORIDA REG. # 64727

Index of Sheets

G1 COVER SHEET

G2 INDEX OF SHEETS, GENERAL NOTES

AND LOCATION MAP

G3 SIGNATURE SHEET

V1 BOUNDARY SURVEY

C1 EXISTING SITE CONDITIONS

C2 SWPPP

C3 DETAILS AND NOTES

C4 SITE PLAN

C5 SITE DIMENSION AND GRADING PLAN

C6 NOT USED

C7 CIVIL DETAILS

C8 CIVIL DETAILS

E-01 ELECTRICAL NOTES,SYMBOLS

AND ABBREVIATIONS

E-02 OVERALL SITE PLAN

E-03 ENLARGED NORTH SITE PLAN

E-04 ENLARGED SOUTH SITE PLAN

E-05 ENLARGED WEST SITE PLAN

E-06 CONDUIT SECTION

E-07 SINGLE LINE DIAGRAM

E-08 LOAD TABULATIONS

E-09 CONTROL RISER DIAGRAM

E-09A NETWORK RISER DIAGRAM

CITY OF SANFORD

TRANSFER STATION AND

RECLAIMED WATER DISTRIBUTION

PUMP STATION

AT THE

SANFORD NORTH WATER RECLAMATION FACILITY

A Full Service A & E Firm

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

C www.cphcorp.com

Plans Prepared By:

CPH CONSULTING, LLC

State of Florida Licenses:

Engineer No. 3215

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

E-10 ELEMENTARY DIAGRAM

E-11 ELEMENTARY DIAGRAM-2

E-12 NORTH ELECTRICAL BUILDING ELECTRICAL PLAN

E-13 EXISTING DISC FILTERS ELECTRICAL PLAN

E-14 EXISTING BIOSOLIDS MANAGEMENT FACILITY ELECTRICAL PLAN

E-15 EXISTING DEWATERING BUILDING ELECTRICAL PLAN

E-16 EXISTING TRUCK LOADING BUILDING ELECTRICAL PLAN

E-17 SOUTH ELECTRICAL BUILDING ELECTRICAL PLAN

E-18 EXISTING MASTER PUMP STATION BUILDING ELECTRICAL PLAN

E-19 EXISTING BELT FILTER PRESS BUILDING ELECTRICAL PLAN

E-20 OFFICE BUILDING ELECTRICAL PLAN

E-21 EXISTING OPERATIONS BUILDING SCADA ROOM PLAN

E-22 RECLAIM ELECTRICAL BUILDING POWER PLAN

E-23 RECLAIM ELECTRICAL BUILDING LIGHT AND GROUNDING PLAN

E-24 HIGH SERVICE PUMP STATION ELECTRICAL PLAN

E-25 TRANSFER PUMP STATION ELECTRICAL PLAN

E-26 GROUND STORAGE TANKS ELECTRICAL PLAN

E-27 LIGHTING FIXTURE SCHEDULE & DETAILS

E-28 PANEL SCHEDULES

E-29 ELECTRICAL DETAILS-1

E-30 ELECTRICAL DETAILS-2

E-31 ELECTRICAL DETAILS-3

I-01 INSTRUMENTATION NOTES, SYMBOLS AND ABBREVIATIONS

I-02 PROCESS & INSTRUMENTATION DIAGRAM-

MASTER LIFT STATION

I-03 PROCESS & INSTRUMENTATION DIAGRAM -TRANSFER PUMP STATION

I-04 PROCESS & INSTRUMENTATION DIAGRAM - EFFLUENT

I-05 FIBER OPTIC NETWORK OVERVIEW

I-06 NETWORK DIAGRAM - NORTH

I-07 NETWORK DIAGRAM - SOUTH

I-08 PCP DISTRIBUTION DIAGRAM

I-09 MASTER LIFT STATION BACK-UP CONTROL PANEL

ELEMENTARY DESIGN

I-10 TRANSFER AND RECLAIM PUMP BACK-UP CONTROL

PANEL ELEMENTARY DESIGN

I-11 INSTRUMENTATION DETAILS

CITY OF SANFORD UTILITIES

300 N PARK AVE

SANFORD, FL 32771

ATTN: RICHARD BLAKE

407-688-5101

FLORIDA POWER & LIGHT

386-586-6403

FLORIDA PUBLIC UTILITIES CO.

405 S HWY 17/92

DEBARY, FL 32713

ATTN: JOEL BRAY

386-586-6403

SEMINOLE COUNTY TRAFFIC ENGINEERING

140 BUSH LOOP

SANFORD. FL 32773

ATTN: JOHN BROWN

407-665-5644

A001 SHEET INDEX AND DRAWING CONVENTIONS

A002 GENERAL INFORMATION AND ABBREVIATIONS

A010 CODE SUMMARY, CALCULATIONS & LIFE SAFETY PLAN

A031 PARTITION TYPES & NOTES

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

GENERAL INFORMATION

S100 FOUNDATION PLAN AND ROOF FRAMING PLAN

ARCHITECTURE

A101 ARCHITECTURAL FLOOR PLAN ELECTRICAL BLDG

A201 EXTERIOR ELEVATION ELECTRICAL BLDG

A301 BUILDING SECTIONS ELECTRICAL BLDG

A500 DOOR SCHEDULE & DETAILS

A521 DETAILS

HVAC

S101 FOUNDATION TYPICAL DETAILS

H2-11 FIRST FLOOR DUCTWORK PLAN

G2

B

ID

D O

C U

M

EN

TS

EBOX

EBOX

ELEC

ELEC

ELEC

ELEC

ELEC

CO

CO

CO

EJB

EJB

EJB

EJB

CO

CO CO

WV

CO

CO

CO

CO

EOEJB

WV

WV

WV

WV

9.4

9.5

9.5

9.6

9.4

9.4

CO

S

.21

.21

.20

.20

.1911 .1711

.19

.17

.7310 .23

.24

.24

.23

.20

.21

.21

.21

.20

.16

.20

.22

.22

.24

.25

.23

.48

.20

EBOX

EBOX

ELEC

ELEC

ELEC

ELEC

ELEC

CO

CO

CO

EJB

EJB

EJB

EJB

CO

CO CO

WV

CO

CO

CO

CO

EOEJB

WV

WV

WV

WV

9.4

9.5

9.5

9.6

9.4

9.4

CO

S

.21

.21

.20

.20

.1911 .1711

.19

.17

.7310 .23

.24

.24

.23

.20

.21

.21

.21

.20

.16

.20

.22

.22

.24

.25

.23

.48

.20

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

D at e N o.

R ev is io n www.cphcorp.com A Full Service

A & E Firm

123456

C

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

100% SUBMITTAL

06/23/2026

SEB

KRG

SEB

S06208

SA

N

FO

R

D N

O R

TH

R

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LA

IM

ED

TR

A

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A

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EN

LA

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N

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TH

S

IT

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PL

A

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7/

AD

D

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D

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N O

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6/

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D

EN

D

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P

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N

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PL

AN

.d w g, /6

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4:

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PM

, s lo go fa tu

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F.

pc

SPRINKLER

SPRINKLER

SPRINKLER

SPRINKLER

TO

B

TO

B

TO

E

TOB

TOB32

.4

7'

49.00'

.4

7'

49.00'

EXISTING SANITARY SEWER MH

TOP RIM ELEV = 10.09

N INV (8" PVC) ELEV = 6.04

NW INV (8" PVC) ELEV = 5.73

W INV (8" PVC) ELEV = 4.13

SW INV (8" PVC) ELEV = 3.97

SE INV (12" PVC) ELEV = 1.96

ASPHALT PAVEMENT

30.1'

.6

5.8'

7.

2'

5.7'

.3

30.3'

.0

.6

50.7'

.7

50.7'

.4

21.4'

.4

21.3'

UNKUNK

OHU

OHU

UNK

UNK

UNK

OHU OHU OHU OHU OHU OHU

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

8.0

8.8

9.0

9.1

9.6

9.5

9.

8.9

.41

.25

.95

ODOR

CONTROL

STRUCTURE

FLOW

FLOW

3" RWM

24" RAW

18" RAW

4" W

TR

6"

W

TR

4" W

TR

3" R

WM

₂

/1

7/

AD

D

EN

D

U M

N O

.3

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

D at e N o.

R ev is io n www.cphcorp.com A Full Service

A & E Firm

123456

C

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

100% SUBMITTAL

06/23/2026

SEB

KRG

SEB

S06208

SA

N

FO

R

D N

O R

TH

R

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LA

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A

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A

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S

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A

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D

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D

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.3

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

D at e N o.

R ev is io n www.cphcorp.com A Full Service

A & E Firm

123456

C

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

100% SUBMITTAL

06/23/2026

SEB

KRG

SEB

S06208

SA

N

FO

R

D N

O R

TH

R

EC

LA

IM

ED

TR

A

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P

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FL

U

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TR

A

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P

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P

ST

A

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P

LC

IM

PR

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M

EN

TS

ST

EP

H

EN

E . B

AI

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Y, P

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E-06

C O

N D

U

IT

S

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TI

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6/

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D

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D

U M

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.4

X:

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D

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D

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D

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N O

.4

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

D at e N o.

R ev is io n www.cphcorp.com A Full Service

A & E Firm

123456

C

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

100% SUBMITTAL

06/23/2026

SEB

KRG

SEB

S06208

SA

N

FO

R

D N

O R

TH

R

EC

LA

IM

ED

TR

A

N

SF

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P

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FL

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TR

A

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A

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PR

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M

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TS

ST

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AI

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E-07

SI

N

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IA

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SW

BD

S

W

BD

S

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.d w g, /6

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5:

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PM

, f de la o

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

D at e N o.

R ev is io n www.cphcorp.com A Full Service

A & E Firm

123456

C

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

100% SUBMITTAL

06/23/2026

SEB

KRG

SEB

S06208

SA

N

FO

R

D N

O R

TH

R

EC

LA

IM

ED

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A

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D

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D

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D

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4:

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PM

, s lo go fa tu

D W

G To

P D

F.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

D at e N o.

R ev is io n www.cphcorp.com A Full Service

A & E Firm

123456

C

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

100% SUBMITTAL

06/23/2026

SEB

KRG

SEB

S06208

SA

N

FO

R

D N

O R

TH

R

EC

LA

IM

ED

TR

A

N

SF

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P

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P/

EF

FL

U

EN

T

TR

A

N

SF

ER

P

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P

ST

A

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LC

IM

PR

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AI

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.4

E-18

SO

U

TH

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C

TR

IC

A L

B U

IL

D

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EB

7)

M

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G

EL

EC

P

LA

N

.d w g, /6 /2

4:

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PM

, s lo go fa tu

D

W G

To P

D F.

Engineer No. 3215

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

D at e N o.

R ev is io n www.cphcorp.com A Full Service

A & E Firm

123456

C

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

100% SUBMITTAL

06/23/2026

SEB

KRG

SEB

S06208

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LA

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A

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D

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D

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E

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C

PL

AN

.d w g, /6

/2

4:

:4

PM

, s lo go fa tu

D W

G To

P D

F.

Engineer No. 3215

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

D at e N o.

R ev is io n www.cphcorp.com A Full Service

A & E Firm

123456

C

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

100% SUBMITTAL

06/23/2026

SEB

KRG

SEB

S06208

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LA

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A

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AN

.d w g, /6

/2

4:

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PM

, s lo go fa tu

D W

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P D

F.

Engineer No. 3215

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

D at e N o.

R ev is io n www.cphcorp.com A Full Service

A & E Firm

123456

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THIS SHEET NOT VALID FOR

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COMPLETE SET OF PLANS.

Sheet No.

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100% SUBMITTAL

06/23/2026

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Engineer No. 3215

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

D at e N o.

R ev is io n www.cphcorp.com A Full Service

A & E Firm

123456

C

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

100% SUBMITTAL

06/23/2026

SEB

KRG

SEB

S06208

SA

N

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