© 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS

VICINITY MAP

1" = 200'

Engineer

CPH CONSULTING, LLC.

City Officials

MAYOR

Art Woodruff

COMMISSIONERS

District 1: Sheena Britton

District 2: Kerry S. Wiggins, Sr.

District 3: Patrick Austin

District 4: Claudia Thomas

CITY MANAGER

Norton N. Bonaparte, Jr.

PUBLIC WORKS/UTILITIES DIRECTOR

Brynt Johnson

UTILITY PLANTS MANAGER

Michael Falcon

500 West Fulton Street Sanford, FL 32771

Phone 407-322-6841 Fax 407-330-0639

Attn: Rocco R. Nasso II - Project Manager Engineer of Record/Civil: Rocco R. Nasso II, P.E.

Structural: Eduardo Aviles-Nieves, P.E.

Architectural: Ketner S. West, AIA

G1

W. Seminole Blvd

Lake Monroe

Sheet No.

JOB# S06208DATE: June 2026

J:\S06208\Civil\DWG\_Current_Plan_Set\S06208 G1 - COVER SHEET.dwg Jun 11, 2026 - 1:39pm sholmes

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

C 2026 www.cphcorp.com A Full Service

A & E Firm

W. Seminole Blvd

N M an go us tin e Av e

W Fulton St

W Fulton St

N P op la r A ve

Mills Creek

Sanford North Water Reclamation Facility

N

SITE LOCATION

CITY OF SANFORD

TRANSFER STATION AND RECLAIMED

WATER DISTRIBUTION PUMP STATION

Plans Prepared By:

CPH CONSULTING, LLC

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect No. AA26000926 Landscape No. LC000298 at the Sanford North Water Reclamation Facility

Know what's below.

before you dig.Call

R

10620 Griffon Road, Suite 202 Cooper City, FL 33328

Phone 561-819-0488 Fax 561-819-5557 Attn.: Stephen E. Bailey, Project Manager

Bailey Engineering Consultants, Inc.

Electrical

B

ID

D O

C U

M

EN

TS

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 Jun 11, 2026 - 1:37pm 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

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 RECLAIM ELECTRICAL BUILDING POWER PLAN

E-22 RECLAIM ELECTRICAL BUILDING LIGHT AND GROUNDING PLAN

E-23 HIGH SERVICE PUMP STATION ELECTRICAL PLAN

E-24 TRANSFER PUMP STATION ELECTRICAL PLAN

E-25 GROUND STORAGE TANKS ELECTRICAL PLAN

E-26 LIGHTING FIXTURE SCHEDULE & DETAILS

E-27 PANEL SCHEDULES

E-28 ELECTRICAL DETAILS-1

E-29 ELECTRICAL DETAILS-2

E-30 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

D at e N o.

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

A & E Firm

123456

C 2026

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

Rocco Richard Nasso, II, State of Florida, Professional Engineer, License No. 64727.

This item has been digitally signed and sealed by H. Lawrence Wray, Jr., PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

500 West Fulton Street Sanford, Florida 32771

Ph: 407.322.6841

Plans Prepared By:

CPH CONSULTING, LLC

State of Florida Licenses:

Engineer No. 3215

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

G3

SI

G

N A

TU

R

E

R. NASSO

S.Holmes

R.Nasso

6/2026

R O

C C

O R

IC

H

AR

D

N

AS

SO

II

, P .E

FL

P .E

. N O

. 6

TR

AN

SF

ER

S

TA

TI

O

N A

N D

R

EC

LA

IM

ED

W

AT

ER

D

IS

TR

IB

U

TI

O N

PU

M

P

ST

AT

IO

N C ity o f S an fo rd

, F lo rid a

S06208

PROJECT ENGINEER / CIVIL

ROCCO R. NASSO II, P.E.

FLORIDA REG. #64727

CPH CONSULTING, LLC

500 WEST FULTON STREET

SANFORD, FL 32771

ENGINEER C.O.A. #3215

DATE

CONSTRUCTION PLANS:

SHEET NO. SHEET DESCRIPTION

G1-G3 GENERAL SHEETS

C1-C8 CIVIL SHEETS

Rocco R. Nasso, II, State of Florida, Professional Engineer, License No. 64727. This item has been digitally signed and sealed by Rocco R. Nasso, II, PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

STRUCTURAL

EDUARDO AVILES NIEVES, P.E.

FLORIDA REG. #85877

CPH CONSULTING, LLC

500 WEST FULTON STREET

SANFORD, FL 32771

ENGINEER C.O.A. #3215

DATE

CONSTRUCTION PLANS:

SHEET NO. SHEET DESCRIPTION

G3 SIGNATURE SHEET

S001-S101 STRUCTURAL PLANS

Eduardo Aviles Nieves, State of Florida, Professional Engineer, License No. 85877. This item has been digitally signed and sealed by Eduardo Aviles Nieves, PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

ARCHITECTURAL

KET WEST, A.I.A.

FLORIDA REG. #AR102902

CPH CONSULTING, LLC

500 WEST FULTON STREET

SANFORD, FL 32771

ENGINEER C.O.A. #3215

DATE

CONSTRUCTION PLANS:

SHEET NO. SHEET DESCRIPTION

G3 SIGNATURE SHEET

A001-A521 BUILDING ARCHITECTURAL SHEETS

ELECTRICAL / INSTRUMENTATION

STEPHEN E. BAILEY, P.E.

FLORIDA REG. #42461

BAILEY ENGINEERING CONSULTANTS, INC.

10620 GRIFFIN ROAD, SUITE 202

COOPER CITY, FL 33328

ENGINEER C.O.A. #6783

DATE

CONSTRUCTION PLANS:

SHEET NO. SHEET DESCRIPTION

G3 SIGNATURE SHEET

E1-E29 ELECTRICAL SHEETS

I01-I11 INSTRUMENTATION SHEETS

Stephen E. Bailey, State of Florida, Professional Engineer, License No. 42461. This item has been digitally signed and sealed by Stephen E. Bailey, PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

THE ABOVE PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE PROFESSIONAL ARCHITECT SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G1-16.005, F.A.C.

THE ABOVE PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

HVAC

JEFFREY DEAL, P.E.

FLORIDA REG. #87541

CPH CONSULTING, LLC

500 WEST FULTON STREET

SANFORD, FL 32771

ENGINEER C.O.A. #3215

DATE

CONSTRUCTION PLANS:

SHEET NO. SHEET DESCRIPTION

G3 SIGNATURE SHEET

H2-11 DUCTWORK PLAN

Jeffrey Deal, State of Florida, Professional Engineer, License No.

87541. This item has been digitally signed and sealed by Jeffrey

Deal, PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

THE ABOVE PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

B

ID

D O

C U

M

EN

TS

AutoCAD SHX Text J:\S06208\Civil\DWG\_Current_Plan_Set\S06208 - G-2 Signature.dwg, 6/11/2026 1:36:27 PM, Steven Holmes, 6/11/2026 1:36:27 PM, Steven Holmes6/11/2026 1:36:27 PM, Steven Holmes, Steven HolmesSteven Holmes

STATE ROAD 15/600 (US 17&92)

FULTON STREET

LAKE MONROE

N P

O

PL

A R

A

VE

N U

E

FULTON STREET

S 00°08'22" E (SP)

30.50' (SP)

S 89°49'46" W (SP)

56.00' (SP)

S 00°08'22" E (SP) 346.91' (SP)

S 89°49'46" W (SP)

211.00' (SP)

S 00°08'22" E (SP) 435.41' (SP)

S 85°28'55" E (SP) 979.54' (SP)D = 5°45'55" (SP)

R = 5672.35' (SP)

C = 570.53' (SP)

L = 570.77' (SP)

CB = S 88°21'53" E (SP)

N 00°08'22" W

(SP) 885.86' (SP)

S 89°49'46" W (SP) 524.00' (SP)

N 00°08'22" W (SP)

25.00' (SP)

S 89°49'46" W (SP) 523.56' (SP)

N 00°08'22" W (SP)

25.00' (SP)

S 89°49'46" W (SP)

82.00' (SP)

S 00°08'22" E (SP)

25.00' (SP)

S 89°49'46" W (SP)

150.00' (SP)

M A

N G

O U

ST

IN

E A

VE

N

U E

SITE

N

080 80 160

Scale: 1" = 80' www.cphcorp.com A Full Service

A & E Firm

123456

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

C 2026

Checked By:

Drawn By:

Approved By:

Job No.:

Date:

Field Crew:

6/2026

S06208

T. Galloway

R. Roberts J. Bach

W. Tamm

Sheet No.

THIS SURVEY IS NOT VALID

WITHOUT SURVEY SHEETS

1 THROUGH 9 OF 9.

V1

B y

R ev is io n D at e

N o.

B O

U N

D A

R Y

SU

R

VE

Y

TR

A

N

SF

ER

S

TA

TI

O N

A N

D R

EC

LA

IM

ED

W A

TE

R

D

IS

TR

IB

U

TI

O N

PU

M

P

ST

A

TI

O N

C ity o f S an fo rd , F lo rid a

B

ID

D O

C U

M

EN

TS

AutoCAD SHX Text FLORIDA LAND AND COLONIZATION COMPANY'S LTD. MAP OF ST. GERTRUDE'S ADDITION TO THE TOWN OF SANFORD, PB 1, PG 113

AutoCAD SHX Text PARCEL ID #25-19-30-5AG-0X00-0010 OWNER:CITY OF SANFORD ADDRESS:1201 W SEMINOLE BLVD SANFORD, FL 32771 NO DOCUMENTS PROVIDED

AutoCAD SHX Text 264' (P)

AutoCAD SHX Text 552' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text

NORTHERLY R/W LINE OF STATE ROAD 15/600 (US 17&92) SEMINOLE BOULEVARD

AutoCAD SHX Text PARCEL ID #25-19-30-300-0180-0000 OWNER:CITY OF SANFORD ADDRESS:900 W SEMINOLE BLVD SANFORD, FL 32771 NO DOCUMENTS PROVIDED

AutoCAD SHX Text PARCEL ID #25-19-30-514-0000-012A OWNER:CITY OF SANFORD ADDRESS:SANFORD, FL 32771 NO DOCUMENTS PROVIDED

AutoCAD SHX Text PARCEL ID #25-19-30-514-0000-0080 OWNER:CITY OF SANFORD ADDRESS: 800 FULTON ST SANFORD, FL 32771 ORB 1045, PG 716

AutoCAD SHX Text PARCEL ID #25-19-30-5AG-0X00-0070 OWNER:FLORIDA SUPERIOR PROPERTIES ECONOMIC COMMUNITY SERVICES, INC ADDRESS:W SEMINOLE BLVD SANFORD, FL 32771 ORB 7690, PG 312

AutoCAD SHX Text

LOT 7 BLOCK X PB 1, PG 113

AutoCAD SHX Text

LOT 5 BLOCK X PB 1, PG 113

AutoCAD SHX Text

LOT 6 BLOCK X PB 1, PG 113

AutoCAD SHX Text

LOT 4 BLOCK X PB 1, PG 113

AutoCAD SHX Text

LOT 2 BLOCK X PB 1, PG 113

AutoCAD SHX Text

LOT 1 BLOCK X PB 1, PG 113

AutoCAD SHX Text

LOT 3 BLOCK X PB 1, PG 113

AutoCAD SHX Text

LOT 8 BLOCK X PB 1, PG 113

AutoCAD SHX Text

(50' RIGHT-OF-WAY) PB 1, PG 113

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text 132' (P)

AutoCAD SHX Text 132' (P)

AutoCAD SHX Text 552' (P)

AutoCAD SHX Text 264' (P)

AutoCAD SHX Text 552' (P)

AutoCAD SHX Text 315.65' (P)

AutoCAD SHX Text 183.65' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text PARCEL ID #25-19-30-517-0C00-0000 OWNER:TRIPLE COUNTY MEDICAL CENTER INC ADDRESS:N MANGOUSTINE AVE SANFORD, FL 32771 ORB 1462, PG 868

AutoCAD SHX Text PARCEL ID #25-19-30-5AG-0X00-0060 OWNER:MUSHMENA PROP I LLC ADDRESS:305 N MANGOUSTINE AVE SANFORD, FL 32771 ORB 4871, PG 1714

AutoCAD SHX Text PARCEL ID #25-19-30-5AG-0X00-0050 OWNER:FLORIDA SUPERIOR PROPERTIES ECONOMIC COMMUNITY SERVICES, INC ADDRESS:MANGOUSTINE STREET SANFORD, FL 32771 ORB 7690, PG 312

AutoCAD SHX Text PARCEL ID #25-19-30-5AG-0X00-005B OWNER:CITY OF SANFORD ADDRESS:1001 W SEMINOLE BLVD SANFORD, FL 32771 ORB 1368, PG 186

AutoCAD SHX Text PARCEL ID #25-19-30-5AG-0X00-0030 OWNER:CITY OF SANFORD ADDRESS:W SEMINOLE BLVD SANFORD, FL 32771 ORB 587, PG 499

AutoCAD SHX Text PARCEL ID #25-19-30-300-0210-0000 OWNER:KATHLEEN CHIAPPONE & MICHAEL CHIAPPONE ADDRESS:918 W 1ST STREET SANFORD, FL 32771 ORB 8150, PG 902

AutoCAD SHX Text PARCEL ID #25-19-30-5AG-0Y00-0010 OWNER:CITY OF SANFORD ADDRESS:230 N POPLAR AVENUE SANFORD, FL 32771 NO DOCUMENTS PROVIDED

AutoCAD SHX Text PARCEL ID #25-19-30-5AG-0Y00-0040 OWNER:KEYLINE PROPERTIES LLC ADDRESS:FULTON STREET SANFORD, FL 32771 ORB 8825, PG 1966

AutoCAD SHX Text PARCEL ID #25-19-30-5AG-0Y00-0050 OWNER:IAG INV INC ADDRESS:1115 FULTON STREET SANFORD, FL 32771 ORB 8060, PG 1067

AutoCAD SHX Text PARCEL ID #25-19-30-5QL-0B00-00O0 OWNER:LEXINGTON PARK ASSOCIATION INC ADDRESS:FULTON STREET SANFORD, FL 32771 PB 60, PGS 78 & 79

AutoCAD SHX Text

SET 5/8" IR&C LB 7143

AutoCAD SHX Text

SET 5/8" IR&C LB 7143

AutoCAD SHX Text

SET 5/8" IR&C LB 7143

AutoCAD SHX Text

SET PK N&D LB 7143

AutoCAD SHX Text 35.00'

AutoCAD SHX Text

SET 5/8" IR&C LB 7143 35.00' OFFSET

AutoCAD SHX Text

SET 5/8" IR&C LB 7143

AutoCAD SHX Text

SET 5/8" IR&C LB 7143

AutoCAD SHX Text

FND 3" IP NO ID

AutoCAD SHX Text

FND 1/2" IR NO ID

AutoCAD SHX Text

SET 5/8" IR&C LB 7143 3.00' OFFSET

AutoCAD SHX Text

FND 5/8" IR NO ID

AutoCAD SHX Text

FND 1/4" IR NO ID

AutoCAD SHX Text

FND 5/8" IR NO ID

AutoCAD SHX Text 70.00'

AutoCAD SHX Text 3.00'

AutoCAD SHX Text

SOUTHERLY R/W LINE OF STATE ROAD 15/600 (US 17&92) SEMINOLE BOULEVARD

AutoCAD SHX Text PARCEL ID #25-19-30-300-018A-0000 OWNER:CITY OF SANFORD ADDRESS:SANFORD, FL 32771 NO DOCUMENTS PROVIDED

AutoCAD SHX Text 330.00'

AutoCAD SHX Text

S 89°49'46" W (SP) 400.00' (SP)

AutoCAD SHX Text AREA = 1,257,279 SQ FT or 28.86 ACRES +/-

J:\S06208\Civil\DWG\_Current_Plan_Set\S06208 - SURVEY.dwg, 6/11/2026 1:35:20 PM, Steven Holmes, 6/11/2026 1:35:20 PM, Steven Holmes6/11/2026 1:35:20 PM, Steven Holmes, Steven HolmesSteven Holmes

FU

LT

O N

S

TR

EE

T

N 030 30 60

Scale: 1" = 30'

D at e N o.

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

A & E Firm

123456

C 2026

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

Rocco Richard Nasso, II, State of Florida, Professional Engineer, License No. 64727.

This item has been digitally signed and sealed by H. Lawrence Wray, Jr., PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

500 West Fulton Street Sanford, Florida 32771

Ph: 407.322.6841

Plans Prepared By:

CPH CONSULTING, LLC

State of Florida Licenses:

Engineer No. 3215

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

C1

EX

IS

TI

N

G S

IT

E

C O

N D

IT

IO

N S

R. NASSO

S.Holmes

R.Nasso

6/2026

R O

C C

O R

IC

H

A R

D N

A

SS

O

II

, P .E

FL

P .E

. N O

. 6

NOTE: TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS IS A COMPILATION

OF TOPOGRAPHIC INFORMATION FROM VARIOUS SOURCES. IN CASE OF CONFLICT

BETWEEN THE TOPOGRAPHIC INFORMATION SHOWN AND EXISTING GRADES IN THE

CONSTRUCTION AREAS, CONTACT THE ENGINEER FOR RESOLUTION.

TR

A

N

SF

ER

S

TA

TI

O N

A N

D R

EC

LA

IM

ED

W A

TE

R

D

IS

TR

IB

U

TI

O N

PU

M

P

ST

A

TI

O N

C ity o f S an fo rd , F lo rid a

S06208

B

ID

D O

C U

M

EN

TS

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOE

AutoCAD SHX Text

OLD DIRT/GRAVEL ROAD

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

INVERT ELEV = 7.40 (24"RCP)

AutoCAD SHX Text

INVERT ELEV = 6.85 (24"RCP)

AutoCAD SHX Text

FLAT GRATE INLET WITH VALVES ON TOP TOP GRATE ELEV = 16.09 UNABLE TO ACCESS

AutoCAD SHX Text

2" STUB OUT

AutoCAD SHX Text 9.5'

AutoCAD SHX Text 16.7'

AutoCAD SHX Text 16.1'

AutoCAD SHX Text 12.1'

AutoCAD SHX Text 6.7'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 32.0'

AutoCAD SHX Text 25.5'

AutoCAD SHX Text 32.0'

AutoCAD SHX Text 25.5'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 32.2'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 32.2'

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOE

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

INVERT ELEV = 7.40 (24"RCP)

AutoCAD SHX Text

INVERT ELEV = 6.85 (24"RCP)

AutoCAD SHX Text

FLAT GRATE INLET WITH VALVES ON TOP TOP GRATE ELEV = 16.09 UNABLE TO ACCESS

AutoCAD SHX Text

2" STUB OUT

AutoCAD SHX Text

EPANEL

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text 25.5'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 32.2'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 32.2'

AutoCAD SHX Text

SINGLE STORY CONCRETE BLOCK CHEMICAL EQUIPMENT BUILDING F.F. EL. = 12.00

AutoCAD SHX Text

GENERATOR BUILDING

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

I-BEAM

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text FLORIDA LAND AND COLONIZATION COMPANY'S LTD. MAP OF ST. GERTRUDE'S ADDITION TO THE TOWN OF SANFORD, PB 1, PG 113

AutoCAD SHX Text 264' (P)

AutoCAD SHX Text 552' (P)

AutoCAD SHX Text

LOT 7 BLOCK X PB 1, PG 113

AutoCAD SHX Text

LOT 5 BLOCK X PB 1, PG 113

AutoCAD SHX Text

LOT 4 BLOCK X PB 1, PG 113

AutoCAD SHX Text

(50' RIGHT-OF-WAY) PB 1, PG 113

AutoCAD SHX Text 552' (P)

AutoCAD SHX Text 264' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text

FND 3" IP NO ID

AutoCAD SHX Text

FND 1/2" IR NO ID

AutoCAD SHX Text

SET 5/8" IR&C LB 7143 3.00' OFFSET

AutoCAD SHX Text

FND 5/8" IR NO ID

AutoCAD SHX Text 3.00'

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

METAL I-BEAM

AutoCAD SHX Text

HYDROPNEUMATIC TANK

AutoCAD SHX Text

4" PVC DRAIN LINE

AutoCAD SHX Text

TRANSFORMER VAULT (SINGLE STORY CONCRETE BLOCK BUILDING)

AutoCAD SHX Text

MOTOR CONTROL CENTER

AutoCAD SHX Text 32.0'

AutoCAD SHX Text #1

AutoCAD SHX Text #2

AutoCAD SHX Text #3

AutoCAD SHX Text #4

AutoCAD SHX Text #5

AutoCAD SHX Text

FUTURE

J:\S06208\Civil\DWG\_Current_Plan_Set\S06203 - C-1 Existing Site Conditions.dwg, 6/11/2026 1:34:34 PM, Steven Holmes, 6/11/2026 1:34:34 PM, Steven Holmes6/11/2026 1:34:34 PM, Steven Holmes, Steven HolmesSteven Holmes

FU

LT

O N

S

TR

EE

T

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

D at e N o.

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

A & E Firm

123456

C 2026

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

Rocco Richard Nasso, II, State of Florida, Professional Engineer, License No. 64727.

This item has been digitally signed and sealed by H. Lawrence Wray, Jr., PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

500 West Fulton Street Sanford, Florida 32771

Ph: 407.322.6841

Plans Prepared By:

CPH CONSULTING, LLC

State of Florida Licenses:

Engineer No. 3215

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

C2

SW

PP

P

R. NASSO

S.Holmes

R.Nasso

6/2026

R O

C C

O R

IC

H

AR

D

N

AS

SO

II

, P .E

FL

P .E

. N O

. 6

LEGEND:

LIMITS OF DISTURBANCE

SF SILT FENCE PER STATE OF FLORIDA EROSION AND

SEDIMENT CONTROL MANUAL (LATEST EDITION)

ACREAGE SUMMARY

TOTAL SITE AREA 28.86 A.C.

TOTAL DISTURBED AREA .032 A.C.

Graphic Scale in Feet

30 30 60

N

SILT FENCE

LIMITS OF

DISTURBANCE

SILT FENCE

LIMITS OF

DISTURBANCE

TR

AN

SF

ER

S

TA

TI

O

N A

N D

R

EC

LA

IM

ED

W

AT

ER

D

IS

TR

IB

U

TI

O N

PU

M

P

ST

AT

IO

N C ity o f S an fo rd

, F lo rid a

EXISTING

GROUND STORAGE

TANK

EXISTING

GROUND STORAGE

TANK

SILT FENCE

LIMITS OF

DISTURBANCE

S06208

B

ID

D O

C U

M

EN

TS

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOE

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

MUCK BERM

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text 25.5'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 32.2'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 32.2'

AutoCAD SHX Text

GENERATOR BUILDING

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text FLORIDA LAND AND COLONIZATION COMPANY'S LTD. MAP OF ST. GERTRUDE'S ADDITION TO THE TOWN OF SANFORD, PB 1, PG 113

AutoCAD SHX Text 264' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text

(50' RIGHT-OF-WAY) PB 1, PG 113

AutoCAD SHX Text 132' (P)

AutoCAD SHX Text 132' (P)

AutoCAD SHX Text 552' (P)

AutoCAD SHX Text 264' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text 330' (P)

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text 433.8'

AutoCAD SHX Text

HYDROPNEUMATIC TANK

AutoCAD SHX Text

TRANSFORMER VAULT (SINGLE STORY CONCRETE BLOCK BUILDING)

AutoCAD SHX Text

MOTOR CONTROL CENTER

AutoCAD SHX Text 32.0'

AutoCAD SHX Text

ST

AutoCAD SHX Text

MTS-1

AutoCAD SHX Text

AutoCAD SHX Text

PCP-S6

AutoCAD SHX Text

MB1

AutoCAD SHX Text

ATS1

AutoCAD SHX Text

PP1

AutoCAD SHX Text

EDP

AutoCAD SHX Text

AHU-2

AutoCAD SHX Text

AHU-1

AutoCAD SHX Text

MB2

AutoCAD SHX Text

ATS2

AutoCAD SHX Text

PP2

AutoCAD SHX Text

PCW1

AutoCAD SHX Text

SSS- HS1

AutoCAD SHX Text

VFD-HS3

AutoCAD SHX Text

VFD-HS5

AutoCAD SHX Text

SSS- TP1

AutoCAD SHX Text

SSS- TP3

AutoCAD SHX Text

SSS- HS2

AutoCAD SHX Text

VFD-HS4

AutoCAD SHX Text

SSS- TP2

AutoCAD SHX Text

SSS- TP4

AutoCAD SHX Text

ACCU

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

ACCU

J:\S06208\Civil\DWG\_Current_Plan_Set\S06208 - CIVIL - SWPPP C-2.dwg, 6/11/2026 1:31:56 PM, Steven Holmes, 6/11/2026 1:31:56 PM, Steven Holmes6/11/2026 1:31:56 PM, Steven Holmes, Steven HolmesSteven Holmes e N o.

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

A & E Firm

123456

C 2026

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

Rocco Richard Nasso, II, State of Florida, Professional Engineer, License No. 64727.

This item has been digitally signed and sealed by H. Lawrence Wray, Jr., PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

500 West Fulton Street Sanford, Florida 32771

Ph: 407.322.6841

Plans Prepared By:

CPH CONSULTING, LLC

State of Florida Licenses:

Engineer No. 3215

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

C3

D

ET

A

IL

S A

N D

N O

TE

S

R. NASSO

S.HOLMES

R.NASSO

6/2026

R O

C C

O R

IC

H

AR

D

N

AS

SO

II

, P .E

FL

P .E

. N O

. 6

STORMWATER POLLUTION PREVENTION NOTES

THESE PLANS HAVE BEEN PREPARED TO ASSIST THE CONTRACTOR IN OBTAINING COVERAGE UNDER THE FDEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES. IT IS THE CONTRACTOR’S RESPONSIBILITY TO REVIEW THE PERMIT REQUIREMENTS AND MODIFY THESE

PLANS AS NEEDED TO BE IN COMPLIANCE WITH THE PERMIT REQUIREMENTS.

SITE DESCRIPTION

A. SITE LOCATION

THE SITE IS LOCATED ON 1201 W SEMINOLE BLVD IN SANFORD, SEMINOLE COUNTY FLORIDA

SECTION 25, TOWNSHIP 19 SOUTH, RANGE 30 EAST

LATITUDE: 28° 48'53.93"N LONGITUDE: 81°16'51.36"W

B. SITE CONDITIONS & ACTIVITIES NARRATIVE:

THE EXISTING CONDITION OF THE SITE IS DEVELOPED. DURING CONSTRUCTION THE SITE WILL BE CLEARED AND GRUBBED. THIS PROJECT WILL HAVE

NO MAJOR EFFECT ON ANY THE ABUTTING PROPERTIES.

WETLANDS/BUFFERS

A WETLAND IS PROPOSED TO BE IMPACTED BY THE CONSTRUCTION ACTIVITIES.

SWPPP INTENT

THE INTENT OF THIS SWPPP IS TO COMPLY WITH THE INTENT OF THE GENERIC PERMIT AND TO PREVENT THE RELEASE OF SOILS, TRASH, CHEMICALS, TOXINS AND OTHER POLLUTANTS, BY WATER , AIR, VEHICLE TRANSPORT OR OTHER MEANS THAT CAN IMPACT STORM WATER QUALITY. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GENERIC PERMIT AND RETAIN ON-SITE FOR FUTURE REFERENCE. THE CONTRACTOR SHALL READ AND UNDERSTAND THE PERMIT, AND ENSURE THAT THE BMP'S ARE INSTALLED AND THE EXECUTION OF THE WORK IS PERFORMED TO MEET THE INTENT OF THE GENERIC PERMIT AND THE SWPPP.

POTENTIAL SOURCES OF POLLUTION

THE POTENTIAL SOURCES OF POLLUTION THAT MAY REASONABLY BE EXPECTED TO AFFECT THE QUALITY OF STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY INCLUDE: SEDIMENT, PESTICIDES, FERTILIZER, PLASTER, CLEANING SOLVENTS, ASPHALT, CONCRETE, GLUE, ADHESIVES, PAINTS, CURING COMPOUNDS, WOOD PRESERVATIVES, HYDRAULIC OIL FLUIDS, GASOLINE, DIESEL FUEL AND KEROSENE.

SEQUENCE OF CONSTRUCTION

THE SEQUENCE OF CONSTRUCTION HAS BEEN DEVELOPED AS A GUIDE FOR THE CONTRACTOR. THE CONTRACTOR SHALL SEQUENCE THE CONSTRUCTION AS NEEDED BASED ON BEST MEANS AND METHODS IN ORDER TO BE IN COMPLIANCE WITH STATE AND LOCAL REQUIREMENTS. THE INSTALLATION OR REMOVAL OF BMPS, EARTH DISTURBANCE, GRADING, TEMPORARY STABILIZATION AND PERMANENT STABILIZATION SHALL BE IMMEDIATELY NOTED IN THE SWPPP IMPLEMENTATION LOG. ALL TEMPORARY BMPS SHALL BE REPAIRED AND MAINTAINED UNTIL STABILIZATION HAS OCCURRED AND THERE IS NO RISK OF DISCHARGE.

TEMPORARILY SEED, IMMEDIATELY AND THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. PERMANENTLY STABILIZE

AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.

1. POST A COPY OF THE NOI OR LETTER FROM FDEP CONFIRMING COVERAGE UNDER THE GENERIC PERMIT, AND THE NAME AND PHONE NUMBER OF THE CONTRACTOR'S REPRESENTATIVE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL INSTALLATION AND MAINTENANCE ON A 24 HOUR BASIS.

2. INSTALL PERIMETER CONTROLS IMMEDIATELY DOWNSTREAM OF THE PLANNED LOCATION OF THE CONSTRUCTION EXIT.

3. INSTALL STABILIZED CONSTRUCTION EXIT.

4. INSTALL REMAINING PERIMETER CONTROLS. THE CONTRACTOR SHALL INSTALL THE REMAINING BMPS AS SHOWN AND AS REQUIRED TO MEET PERMIT

REQUIREMENTS. SOME BMP INSTALLATIONS MAY NOT BE POSSIBLE AT THE BEGINNING OF THE PROJECT BUT MUST BE INSTALLED AS SOON AS POSSIBLE TO

ENSURE COMPLIANCE.

5. INSTALL TEMPORARY STAGING AND STORAGE AREAS.

6. CONSTRUCT AND STABILIZE THE SEDIMENT BASINS AND SEDIMENT TRAPS WITH APPROPRIATE OUTFALL STRUCTURES, IF REQUIRED.

7. CONSTRUCT AND STABILIZE HYDRAULIC CONTROLS (DITCHES, SWALES, DIKES, CHECK DAMS, ETC.), IF REQUIRED.

8. BEGIN DEMOLITION, CLEARING AND GRUBBING OPERATIONS AS APPLICABLE.

9. BEGIN CONSTRUCTION OF SITE IMPROVEMENTS.

10. PAVE SITE AND STABILIZE PER PLAN.

11. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER SITE HAS ACHIEVED FINAL STABILIZATION.

12. SUBMIT NOTICE OF TERMINATION (NOT) ONCE ALL CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED PER PLAN.

GENERAL NOTES

A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILE "NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION

ACTIVITIES" (DEP FORM 62-621.300(4)(B) OR LATEST VERSION) TO FDEP TO THE FOLLOWING ADDRESS OR THROUGH THE FDEP ON-LINE SYSTEM AT LEAST TWO

(2) DAYS BEFORE COMMENCEMENT OF CONSTRUCTION:

NPDES STORMWATER NOTICES CENTER, MS #2510 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, 2600 BLAIR STONE ROAD, TALLAHASSEE, FLORIDA 32399-2400

THE CONTRACTOR SHALL SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 14 CALENDAR DAYS AFTER THE SITE HAS ACHIEVED FINAL STABILIZATION (I.E. ALL DISTURBED SOILS AT THE SITE HAVE BEEN FINAL STABILIZED), TEMPORARY BMPS HAVE BEEN REMOVED, AND STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE SITE AUTHORIZED BY THE PERMIT HAVE BEEN ELIMINATED.

AN ENVIRONMENTAL RESOURCE PERMIT IS REQUIRED FOR THE PROJECT. CONTRACTOR SHALL PROVIDE THE PERMIT INFORMATION ON THE NOI APPLICATION.

THE CONTRACTOR SHALL PROVIDE A COPY OF THE NOI AND SUBSEQUENT NOT OR THE ACKNOWLEDGEMENT LETTERS FOR THE NOI OR NOT TO THE MS4 WITHIN 7 DAYS OF RECEIPT. THE CONTRACTOR SHALL ALSO COORDINATE WITH THE MS4 TO ENSURE THAT ALL SPECIFIC REQUIREMENTS ARE MET.

B. WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES. SWALES SHALL BE CONSTRUCTED AS SHOWN ON PLANS.

C. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING:

1. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION.

2. NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES SHALL BE PROTECTED DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE

EMPLOYED IMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION.

3. PERIMETER EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL FINAL SITE STABILIZATION HAS BEEN ESTABLISHED

D. CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE UNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER. GENERAL EROSION CONTROL BMP'S SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND OFF-SITE SEDIMENTATION. WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED PRIOR TO ANY CONSTRUCTION ACTIVITY.

E. THE CONTRACTOR SHALL FURNISH, INSTALL PER THE SEQUENCE OF CONSTRUCTION, MAINTAIN AND SUBSEQUENTLY REMOVE, ALL NECESSARY TEMPORARY

BMPS. THE CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY PERMANENT BMPS.

F. THE CONTRACTOR SHALL ADJUST, ADD OR MODIFY BMPS AS NECESSARY TO COMPLY WITH THE INTENT OF THE GENERIC NPDES PERMIT AND THE SWPPP FOR NO ADDITIONAL COMPENSATION. THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER PRIOR TO ADJUSTING, ADDING OR MODIFYING BMPS THAT AFFECT

THE HYDRAULICS OF THE SITE OR BEFORE ADDING BMPS NOT DETAILED IN THE SWPPP.

G. THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATE EROSION, SEDIMENT, AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE DESIGN PROCESS. HOWEVER, THE CONTRACTOR IS REQUIRED TO PROVIDE ANY ADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF

SILTING ANY ADJACENT LOWLAND PARCEL OR RECEIVING WATER.

H. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES, OR THE APPLICABLE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES (IF NEEDED) SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN ARE ONLY SUGGESTED BEST MANAGEMENT PRACTICES (BMPS). THE CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN FDOT INDEXES #100 THROUGH #102 AND AS NECESSARY FOR EACH SPECIFIC APPLICATION. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORMWATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE APPLICABLE

JURISDICTIONAL AUTHORITIES.

I. THE CONTRACTOR SHALL KEEP THE SWPPP CURRENT AT ALL TIMES. THE CONTRACTOR SHALL SIGN AND DATE ANY CHANGES TO THE SWPPP AND KEEP THEM AS ATTACHMENTS TO THE ORIGINAL PLAN. WHENEVER ANY OF THE FOLLOWING EVENTS OCCUR, THE CONTRACTOR SHALL UPDATE THE SWPPP WITHIN 7 DAYS:

1. THERE IS A CHANGE IN DESIGN, CONSTRUCTION OPERATION OR MAINTENANCE THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE FROM THE PROJECT

2. THERE IS A NEW DISCHARGE POINT OUR OUTFALL

3. THERE IS A CHANGE IN THE LOCATION OF A DISCHARGE POINT OF OUTFALL

4. AN INSPECTION REVEALS THAT BMPS ARE INEFFECTIVE AT ELIMINATING OR MINIMIZING POLLUTANTS IN THE STORMWATER DISCHARGED FROM THE SITE.

5. THERE IS A NEW SUBCONTRACTOR IMPLEMENTING ANY PORTION OF THE SWPPP

6. A RELEASE CONTAINING A HAZARDOUS SUBSTANCE IN AN AMOUNT EQUAL TO OR GREATER THAN A REPORTABLE QUANTITY OCCURS DURING A 24-HOUR

PERIOD

J. THE CONTRACTOR SHALL ENSURE THAT THE CONTRACTOR AND ALL SUBCONTRACTORS RESPONSIBLE FOR IMPLEMENTING SWPPP CONTROL MEASURES FILL

OUT THE CONTRACTOR / SUBCONTRACTOR CERTIFICATION TABLE INCLUDED IN THIS SWPPP.

K. THE CONTRACTOR SHALL COMPLETE THE CONSTRUCTION SEQUENCE TABLE INCLUDING IN THIS SWPPP PRIOR TO PROCEEDING WITH THE INSTALLATION OF BMPS AND PRIOR TO GROUND DISTURBING ACTIVITIES. THE CONTRACTOR SHALL COMPLETE THE TABLE WITH ANTICIPATED DATES IN WHICH THE BMP WILL BE

UTILIZED OR THE ACTIVITY WILL OCCUR.

TURBIDITY

A. TURBIDITY REDUCTION TO NO MORE THAN 29 NOT ABOVE BACKGROUND LEVEL PRIOR TO

DISCHARGE OFF SITE.

STABILIZATION

A. STABILIZATION MEASURES SHALL BE INITIATED IMMEDIATELY IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE

TEMPORARILY OR PERMANENTLY CEASED AND WILL REMAIN UNDISTURBED FOR 7 DAYS OR MORE. STABILIZE BY COVERING WITH ADEQUATE AMOUNTS OF MULCH OVER SEED AND PERIODICALLY WATER TO PROMOTE AND MAINTAIN GROWTH OF THE TEMPORARY

GROUNDCOVER, OR BY THE USE OF AN APPROPRIATE ALTERNATIVE BMP.

B. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED.

C. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:1V SHALL BE SODDED IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED.

DUST CONTROL

A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IN

NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION.

B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BE VEGETATED.

C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL

SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST CONTROL FENCES.

WASTE MANAGEMENT

A. THE CONTRACTOR SHALL ENSURE THAT ALL WASTE AND DEBRIS ARE MANAGED DAILY SUCH THAT THEY WILL NOT IMPACT

STORMWATER OR LEAVE THE PERMITTED AREA, AND DISPOSED OF PROPERLY IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND

FEDERAL REGULATIONS.

B. THE CONTRACTOR SHALL ENSURE THAT ALL CHEMICALS, OILS, FUELS, HAZARDOUS WASTE, UNIVERSAL WASTE AND TOXIC SUBSTANCES ARE PROPERLY MANAGED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL ENSURE THAT WASTE IS NOT DISCHARGED FROM THE SITE, AND DOES NOT IMPACT

STORMWATER OR GROUNDWATER.

C. THE CONTRACTOR SHALL PROVIDE APPROPRIATE AND ADEQUATE WASHOUT FACILITIES TO ENSURE THAT CHEMICALS AND WASTE IS NOT DISCHARGED FROM THE SITE, AND DO NOT IMPACT STORMWATER OR GROUNDWATER. (E.G. CONCRETE/MASONRY WASHOUT, PAINT WASHOUT, EIFS, ETC.) THE CONTRACTOR SHALL CLEAN UP SPILLS PROMPTLY AND ENSURE THAT WASHOUT AREAS ARE

PROPERLY MAINTAINED TO PROVIDE ADEQUATE VOLUME TO PREVENT OVERFLOW.

D. THE CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY FACILITIES FOR SITE PERSONNEL, MAINTAIN THROUGHOUT CONSTRUCTION, AND PROVIDE FOR PROPER DISPOSAL IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL REGULATIONS. SANITARY

FACILITIES SHALL BE PROPERLY SECURED TO PREVENT TIPPING.

E. A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY LITTER OR SAWDUST, ACID, BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND IT'S LOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND

SHOWN ON THE SITE MAPS.

1. THE SPILL CONTROL AND CONTAINMENT KIT SHALL BE OF SUFFICIENT QUANTITIES AND APPROPRIATE CONTENT TO CONTAIN A

SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS

STORED ON THE SITE AT ANY GIVEN TIME.

F. WHEN A SPILL OF REPORTABLE QUANTITIES IS DISCOVERED ON THE SITE, THE CONTRACTOR SHALL CLEAN UP ALL SPILLED MATERIALS AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AUTHORITIES IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS, THE OWNER AND PROJECT ENGINEER. THE CONTRACTOR

SHALL RETAIN CLEANUP INFORMATION AS WELL AS DISPOSAL MANIFESTS WITH THEIR SWPPP.

MATERIALS MANAGEMENT, AND EQUIPMENT STAGING AND MAINTENANCE

A. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY BY HIGH WATER OR STORM

WATER RUNOFF. STOCKPILED MATERIAL SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES.

B. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS.

CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OR OIL, GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTOR SHALL HAVE AVAILABLE, AND SHALL

USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLS IMMEDIATELY AFTER ANY OCCURRENCE.

C. THE CONTRACTOR SHALL ENSURE THAT ALL TOXIC / HAZARDOUS SUBSTANCES AND CHEMICALS ARE PROPERLY STORED, OUT OF THE WEATHER, AND USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL ENSURE THAT THESE PRODUCTS ARE STORED AND USED IN SUCH A MANNER THAT WILL NOT NEGATIVELY IMPACT STORMWATER, GROUNDWATER OR

PROTECTED SPECIES.

D. THE CONTRACTOR SHALL ENSURE THAT ALL MATERIALS, EQUIPMENT, DEBRIS, WASTE, TRAILERS, AND OTHER SUPPORT RELATED ITEMS ARE CONTAINED WITHIN THE PERMITTED LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL ENSURE THAT THE STORAGE AND

USE OF SUCH ITEMS DOES NOT NEGATIVELY IMPACT STORMWATER OR GROUNDWATER.

OFFSITE VEHICLE TRACKING

A. THE CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION EXIT IS USED BY ALL VEHICLES AND EQUIPMENT ENTERING OR LEAVING

THE JOBSITE. THE CONTRACTOR SHALL MONITOR AND MAINTAIN THE CONSTRUCTION EXIT TO ENSURE THAT NO SOILS ARE TRACKED OFFSITE BY TIRES OR TRACKS, AND THAT NO SOILS ARE SPILLED BY TRUCKS OR EQUIPMENT LEAVING THE SITE. ALL TRACKED OR SPILLED SOILS SHALL BE SHOVELED OR SWEPT FROM THE ROADWAY AND RETURNED TO THE SITE. WATER SHALL NOT BE USED TO CLEAN THE SOILS FROM THE ROADWAY UNLESS THE WATER AND SOILS ARE RECOVERED BY THE USE OF A VACUUM TRUCK OR

SIMILAR DEVICE.

FERTILIZERS, HERBICIDES AND PESTICIDES

A. THE CONTRACTOR SHALL ENSURE THAT ALL FERTILIZERS, HERBICIDES, PESTICIDES AND SIMILAR…