Technical_Specs.pdf

THE SIZE OF THESE PLANS MAY HAVE BEEN SLIGHTLY ALTERED BY REPRODUCTION PROCESSES, THIS MUST BE CONSIDERED WHEN SCALING ANY REPRODUCED PLANS FOR THE PURPOSE OF COLLECTING DATA. VERTICAL DATUM: NAVD '88

OWNER & DEVELOPER

SEMINOLE COUNTY COMMUNITY

DEVELOPMENT DIVISION

520 WEST LAKE MARY BLVD, SUITE 100

SANFORD, FL

(407) 655-2300

ENGINEER

CPH, LLC.

500 WEST FULTON STREET

SANFORD, FLORIDA, 32771

ATTN: TYLER FITZGERALD, P.E.

(407) 322-6841

SURVEYOR

CPH, LLC.

500 WEST FULTON STREET

SANFORD, FL 32771

ATTN: PAUL J. KATREK, P.S.M.

(407) 322-6841

ELECTRIC

FLORIDA POWER & LIGHT

2626 WEST 1ST STREET

SANFORD, FL 32771

(800) 966-4875

TELEPHONE

AT&T

1657 WEST POINT BALL BOULEVARD

SANFORD, FL 32771

(407) 302-6767

WATER

CITY OF SANFORD

500 WEST LAKE MARY BOULEVARD

SANFORD, FL 32773

ATTN: BILL MARCOUS, UTILITY SERVICE MANAGER

(407) 668-5105

SEWER

CITY OF SANFORD

500 WEST LAKE MARY BOULEVARD

SANFORD, FL 32773

ATTN: BILL MARCOUS, UTILITY SERVICE MANAGER

(407) 668-5105

CABLE & INTERNET

SPECTRUM

2011 WEST POINT BALL BOULEVARD

SANFORD, FL 32771

(888) 406-7063

CITY / TOWN / COUNTY

CITY OF SANFORD

300 NORTH PARK, AVENUE

SANFORD, FL 32771

(407) 688-5000

STATE DEPARTMENT OF

ENVIRONMENTAL PROTECTION

FLORIDA DEPARTMENT OF ENVIRONMENTAL

PROTECTION - CENTRAL DISTRICT

3319 MAGUIRE BOULEVARD

ORLANDO, FL 32803

(407) 897-4100

WATER MANAGEMENT DISTRICT

ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT

APOPKA SERVICE CENTER

2501 SOUTH BINION ROAD

APOPKA, FL 32703

(877) 228-1658

N

N

SITE LOCATION

SITE LOCATION

CONSTRUCTION PLANS FOR

SEMINOLE COUNTY HOUSING

3500/3508/3512/3516/3520 SANFORD AVE.

SANFORD, FLORIDA 32773

SECTION 12 - TOWNSHIP 20 SOUTH - RANGE 30 EAST

PARCEL IDS: 12-20-30-503-0300-0010, 12-20-30-503-0300-0030, 12-20-30-503-0300-0040, 12-20-30-503-0300-0050, & 12-20-30-503-0300-0060

APPROVAL

AGENCIES

UTILITY

PROVIDERSCONSULTANTS INDEX OF SHEETS MAPS

VICINITY MAP

SCALE: 1" = 600'

LOCATION MAP

SCALE: 1" = 600''

(B) BUS STOP (R7-7)

(DNE) DO NOT ENTER (R5-1)

(FL) NO PARKING - FIRE LANE (R7-94)

(HC) HANDICAP (FTP 20-06 & FTP 22-06)

(KR) KEEP RIGHT (R4-7A)

(LTO) LEFT TURN ONLY (R3-5L)

(ME) MEDIAN (R4-7) (R4-8)

(ND) NO DUMPING

(NL) NO LEFT TURN (R3-2)

(NLI) NO LITTERING

(NOR) NO RIGHT TURN (R3-1)

(NOT) NO TRUCKS (R5-2A)

(NP) NO PARKING (R7-1)

(1W) ONE WAY (R6-1L) (R6-1R)

(PE) PEDESTRIAN CROSSING (W11-2)

(RTO) RIGHT TURN ONLY (R3-5R)

(R1) ROW NUMBER

(SL) SPEED LIMIT (R2-X)

(ST) STOP (R1-1)

(TZ) TOW AWAY ZONE (R7-201)

(TE) TRUCK ENTRANCE

(WL) WEIGHT LIMIT (R12-5)

(WW) WRONG WAY (R5-1A)

(Y) YIELD (R1-2)

A/C - AIR CONDITIONER

APPROX - APPROXIMATE

ASPH - ASPHALT

AVG - AVERAGE

BFP - BACK FLOW PREVENTER

BLK - BLOCK

BLDG - BUILDING

BOC - BACK OF CURB

BOW - BACK OF WALL

C & G - CURB & GUTTER

CE - CONSTRUCTION ENTRANCE

C/L - CENTERLINE

CMP - CORRUGATED METAL PIPE

CO - CLEAN OUT

CONC - CONCRETE

DEPT - DEPARTMENT

DS - DOWN SPOUT

ELEC - ELECTRIC

EM - ELECTRICAL METER

ELEV - ELEVATION

EOP - EDGE OF PAVEMENT

EOR - ENGINEER OF RECORD

FDC - FIRE DEPARTMENT CONNECTION

FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION

FFE - FINISH FLOOR ELEVATION

FG - FINISH GRADE

FH - FIRE HYDRANT

FM - FORCE MAIN

FOC - FACE OF CURB

FP&L - FLORIDA POWER AND LIGHT

GOV'T - GOVERNMENT

HB - HOSE BIB

HC - ADA ACCESSIBLE

HDPE - HIGH DENSITY POLYETHYLENE PIPE

INV - INVERT

IRR - IRRIGATION

ME - MATCH EXISTING ELEVATION

MES - MITERED END SECTION

MH - MANHOLE

PVC - POLYVINYL CHLORIDE PIPE

PVMT - PAVEMENT

R - RADIUS

RCP - REINFORCED CONCRETE PIPE

REV - REVISION

R/W - RIGHT-OF-WAY

SF - SQUARE FEET

S/W - SIDEWALK

TOB - TOP OF BANK

TOE - TOE OF SLOPE

TW - TOP OF WALL

TYP - TYPICAL

UNK - UNKNOWN

UTL - UNDERGROUND TELEPHONE LINES

W/ - WITH

WV - WATER VALVE

(KL) KEEP LEFT (R4-8A)

(DT) RESERVED DRIVE-THRU PARKING

ABBREVIATION/

SIGN LEGEND

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 www.cphcorp.com

1234567

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

C 2026

Drawn:

Designed:

Checked:

Job No.:

Date:

D at e N o.

R ev is io n

Building Better Communities Together

CPH ,LLC

A Full Service A & E Firm

Plans Prepared By:

This item has been digitally signed and sealed by Tyler Devyn Fitzgerald, P.E on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

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Sheet List Table Sheet Number Sheet Title

C0.1 COVER SHEET

C0.2 - C0.4 GENERAL NOTES

C1.0 DEMOLITION PLAN

C1.1 STORMWATER POLLUTION PREVENTION PLAN

C1.2 STORMWATER POLLUTION PREVENTION NOTES & DETAILS

C2.0 SITE DIMENSION PLAN

C2.1 TRUCK TURN ANALYSIS

C3.0 SITE GRADING & DRAINAGE PLAN

C4.0 COMPOSITE UTILITY PLAN

C5.0 - C5.3 CITY DETAILS

C6.0 MISCELLANEOUS DETAILS

GENERAL PROVISIONS

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO (.MP4, .MPG, .WMV, .MOV OR APPROVED EQUAL) ALONG THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS. THE FILES SHALL BE SAVED IN DIGITAL FORMAT ON A PORTABLE USB HARD/FLASH DRIVE OR APPROVED EQUAL, AND SHALL BE ABLE TO BE PLAYED BACK ON ANY WINDOWS COMPATIBLE COMPUTER. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING 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, LLC 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, LLC 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 SWALES, 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.

PERMITS Note: Fill in the below tables for each Project. Delete rows and permits that do not apply to the Project (only show the permits that have been obtained by the Owner and the permits that are required to be obtained by the Contractor)

1. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY

PERMITS OBTAINED BY THE OWNER. THESE PERMITS INCLUDE:

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL APPLY FOR THE FOLLOWING PERMITS FOR THE PROJECT CONSTRUCTION:

3. SIGNED AND SEALED CONSTRUCTION PLANS WILL BE PROVIDED TO THE CONTRACTOR FOR ITS USE IN APPLYING FOR THE ABOVE PERMITS. THE CONTRACTOR IS TO COORDINATE WITH EACH PERMITTING AGENCY IN ORDER TO DETERMINE THE NUMBER OF SETS OF SIGNED AND SEALED CONSTRUCTION PLANS THAT ARE REQUIRED AND THE REQUIRED SHEET SIZE (FULL SIZE 22”X34” OR HALF

SIZE 11”X17”).

4. THE CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH ALL PERMITS FOR THE PROJECT, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS. A COPY OF ALL PERMITS FOR THE PROJECT SHALL BE MAINTAINED BY THE

CONTRACTOR AT THE PROJECT SITE, AND SHALL BE AVAILABLE FOR REVIEW UPON REQUEST.

THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO ABIDE BY ALL PROVISIONS OF THE PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR THE SELECTION, IMPLEMENTATION AND OPERATION OF ALL MEASURES REQUIRED BY THE PERMITS, INCLUDING THE MAINTENANCE OF SAID MEASURES AS NECESSARY DURING CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED

FOR ANY WORK ASSOCIATED WITH PERMIT REQUIREMENTS.

EXISTING UTILITIES

1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE.

2. THE LOCATION, MATERIAL TYPE, AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONDUCT ALL INVESTIGATIONS NEEDED TO DETERMINE THE HORIZONTAL AND VERTICAL ELEVATIONS OF EXISTING UTILITIES THAT WILL BE CONNECTED TO, CROSSED, OR OTHERWISE BE LOCATED IN THE VICINITY OF THE PROPOSED CONSTRUCTION. AT PROPOSED CONNECTIONS, INVESTIGATIONS SHALL EXTEND BEYOND THE POINT OF CONNECTION AS NEEDED TO ADJUST PROPOSED CONNECTION POINTS DUE TO UTILITY CONFLICTS. IN THE EVENT SIDEWALK OR PAVEMENT IS IMPACTED IN ORDER TO CONDUCT THESE INVESTIGATIONS, THE COST OF TRAFFIC CONTROL AND RESTORATION IS INCIDENTAL TO THE CONTRACT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITIES OF THE CONSTRUCTION AND TO MAKE THE NECESSARY ARRANGEMENTS TO PROTECT ALL EXISTING UTILITIES. ANY UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE OWNER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION.

3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT

LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.

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

AREA:

ELECTRIC

FLORIDA POWER & LIGHT

2626 WEST 1ST STREET

SANFORD, FL 32771

800-966-4875

TELEPHONE

AT&T

1657 WEST POINT BALL BOULEVARD

SANFORD, FL 32771

407-302-6767

WATER

CITY OF SANFORD

500 WEST LAKE MARY BOULEVARD

SANFORD, FL 32773

ATTN: BILL MARCOUS, UTILITY SERVICE MANAGER

407-668-5105

SEWER

CITY OF SANFORD

500 WEST LAKE MARY BOULEVARD

SANFORD, FL 32773

ATTN: BILL MARCOUS, UTILITY SERVICE MANAGER

407-668-5105

CABLE & INTERNET

SPECTRUM

2011 WEST POINT BALL BOULEVARD

SANFORD, FL 32771

888-406-7063

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.

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.

RECORD DRAWING REQUIREMENTS

1. RECORD DRAWINGS SHALL DEPICT SURVEYED AS-BUILT INFORMATION INCLUDING HORIZONTAL AND VERTICAL LOCATIONS AS REQUIRED BELOW. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER AT LEAST THREE WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND

DATED BY THE RESPONSIBLE PARTY.

2. ALL RECORD DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR IN ACAD FORMAT USING CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER. AS-BUILT INFORMATION SHALL BE FIELD VERIFIED, MEASURED, ADDED TO THE ACAD FILES OF THE CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER, AND CERTIFIED, SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SURVEYOR WHO WILL BE RESPONSIBLE FOR THE ACCURACY OF ALL DIMENSIONS AND ELEVATIONS. SHEET SIZES AND THE SCALE OF THE RECORD DRAWINGS SHALL MATCH SHEET SIZING AND SCALE OF THE CONSTRUCTION PLANS. ADD BLOWUP DETAILS IF

NECESSARY.

3. THE SURVEYED AS-BUILT INFORMATION SHALL BE VERTICALLY BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND THE COORDINATE SYSTEM SHALL BE BASED HORIZONTALLY ON THE NORTH AMERICAN DATUM 83 (NAD83) (1990 ADJUSTMENT).

THE AS-BUILT SURVEY SHALL BE REFERENCED TO THE PROJECT BENCHMARKS AND SHALL BE REFERENCED TO THE STATE PLANE

COORDINATES.

4. ALL INLETS, MANHOLES, STRUCTURES, VALVES, VALVE BOXES, HYDRANTS, BLOW OFFS, SAMPLE POINTS, METER BOXES, SIDEWALK, BOLLARDS, ETC. SHALL BE CLEARLY SHOWN. VERTICAL ELEVATIONS SHALL BE SURVEYED AS FOLLOWS: VALVES (OPERATING NUT), UTILITY PRESSURE MAINS (TOP OF CENTER OF PIPE), HYDRANTS (OPERATING NUT OF HYDRANT AND GRADE AT THE BASE OF THE HYDRANT), MANHOLES (RIM, INVERTS / FLOW LINES, CONNECTING PIPE DIAMETERS), GRATE INLETS (TOP OF GRATE, FLOW LINES, CONNECTING PIPE DIAMETERS), CURB INLETS (EDGE OF PAVEMENT, TOP OF STRUCTURE, CONNECTING PIPE DIAMETERS, FLOW LINES), STORM SEWER (FLOW LINE AND DIAMETER), SANITARY SEWER (INVERT AND DIAMETER), FITTINGS (TYPE, DIAMETER, AND TOP ELEVATION), METER BOXES (TOP OF BOX), AIR RELEASE VALVES (TOP OF ENCLOSURE AND GRADE AT THE BASE OF THE ENCLOSURE), BLOW OFFS (TOP OF BOX), PUMP STATION WET WELLS (TOP OF WET WELL, GRAVITY SEWER INVERTS AND DIAMETERS, FORCE MAIN TOP OF PIPE AND DIAMETERS, STRUCTURE INVERT), PUMP STATION VALVE VAULTS (TOP OF VAULT, TOP OF PIPELINES AND DIAMETERS, VAULT INVERT), SIDEWALK, LANDINGS AND RAMPS (TOP AND BOTTOM ELEVATIONS AND CROSS SLOPES AT EACH

END OF THE RAMP, ALL FOUR CORNERS OF LANDING AREAS).

5. THE SURVEYED AS-BUILT LOCATION OF THE NEWLY CONSTRUCTED FACILITIES SHALL BE IN AN ACAD OVERALL BASE DRAWING WHICH IS IN STATE PLANE. PROVIDING “PAPER SPACE” VIEWS THAT ARE NOT IN STATE PLANE OF THE CONSTRUCTED FACILITIES IS NOT ACCEPTABLE. PROVIDING NORTHING AND EASTING POINT TABLES ON SEPARATE NEW SHEETS ADDED TO THE CONSTRUCTION PLANS IS NOT ACCEPTABLE. THE AS-BUILT NORTHING AND EASTING DATA MUST BE ON THE INDIVIDUAL CONSTRUCTION PLAN

SHEETS TO WHICH THE DATA APPLIES.

6. THE AS-BUILT INFORMATION IS TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

A. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL UTILITY AND STORM STRUCTURES INCLUDING BUT NOT LIMITED TO MANHOLES, INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERT ELEVATIONS.

B. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES, PIPELINE DIAMETER AND TYPE OF MATERIAL, AND FINISH GRADE

ELEVATIONS ALONG THE CONSTRUCTED PIPELINE.

C. STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS, ELEVATIONS, CONTOURS, AND CROSS SECTIONS.

D. HORIZONTAL LOCATIONS (STATE PLANE COORDINATES) AND VERTICAL ELEVATIONS (TOP OF PIPE, FITTING, AND GRADE ELEVATIONS) OF ALL UTILITY MAINS, VALVES, FITTINGS, CONNECTION POINTS, ETC. PROVIDE VERTICAL ELEVATIONS (TOP OF PIPE AND GRADE ELEVATION) AT EACH END AND EVERY 100-FT ALONG THE UTILITY MAIN. PROVIDE THE UTILITY MAIN DIAMETER AND PIPE MATERIAL. WHERE PIPE MATERIAL CHANGES, PROVIDE THE HORIZONTAL AND VERTICAL INFORMATION AT EACH

LOCATION.

E. VERTICAL ELEVATIONS OF ALL PIPELINES AT CROSSINGS OF POTABLE WATER MAINS (WHETHER THE WATER MAIN IS EXISTING OR NEW) IN ORDER TO DOCUMENT THAT THE MINIMUM REQUIRED VERTICAL SEPARATION HAS BEEN MET.

F. VERTICAL ELEVATIONS OF THE TOP OF CASING AND TOP OF CARRIER PIPE MEASURED AT EACH END OF CROSSINGS THAT HAVE

BEEN JACK AND BORED.

G. HORIZONTAL LOCATIONS (STATE PLANE COORDINATES AND STATIONS AND OFFSETS) OF EACH END OF STEEL CASING PIPE

(ALSO PROVIDE DISTANCE FROM EDGE OF PAVEMENT AND ADJACENT RIGHT-OF-WAY LINES).

H. PIPELINE THAT IS DIRECTIONAL BORED IS TO BE HORIZONTALLY AND VERTICALLY LOCATED EVERY 20' ALONG THE BORE.

PROVIDE THIS INFORMATION BY SUBMITTING BORING LOGS AND BY DRAWING THE AS-BUILT VERTICAL AND HORIZONTAL LOCATIONS OF THE BORED PIPELINE ON THE RECORD DRAWINGS BASED ON THE BORING LOGS. PROVIDE STATE PLANE

COORDINATES AT EACH END OF DIRECTIONAL BORED PIPELINE.

I. PAVEMENT WIDTH AND ELEVATIONS AT THE CENTERLINE AND EDGE OF PAVEMENT EVERY 200 FEET PLUS AT ALL CHANGES IN LONGITUDINAL SLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY AND STREET INTERSECTIONS.

J. ALL PARKING AREAS, SIDEWALK, SIDEWALK RAMPS, LANDING AREAS, AND RAMPS DESIGNATED FOR HANDICAP ACCESS SHALL CONTAIN HORIZONTAL AND VERTICAL MEASUREMENTS IN ORDER TO VERIFY REQUIRED WIDTHS, SLOPES, AND CROSS SLOPES HAVE BEEN MET. PROVIDE BUILDING FINISH FLOOR ELEVATIONS AT ALL BUILDING ACCESS POINTS.

K. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THAT DEVIATES FROM THE APPROVED ENGINEERING DRAWINGS.

L. WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA, SUCH AS STATION AND OFFSET, THE RECORD DRAWINGS

ARE TO REFLECT THE ACTUAL HORIZONTAL LOCATION.

M. WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA, THE RECORD DRAWINGS ARE TO REFLECT THE ACTUAL

MEASURED VERTICAL ELEVATION.

7. RECORD DRAWINGS ARE TO BE PREPARED BY THE CONTRACTOR, CERTIFIED BY THE CONTRACTOR'S LICENSED SURVEYOR, AND DELIVERED TO THE ENGINEER FOR REVIEW. THE ENGINEER WILL REVIEW THE DRAWINGS FOR COMPLETENESS IN ACCORDANCE WITH THE REQUIREMENTS OF THESE NOTES WITHIN SEVEN (7) FULL WORKING DAYS. FOR PRELIMINARY REVIEW, SUBMITTAL IN ACAD AND PDF FORMAT IS SUFFICIENT AND SIGNED AND SEALED COPIES ARE NOT NECESSARY. FINAL SUBMITTAL OF COMPLETE RECORD DRAWINGS SHALL CONSIST OF ONE SET SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SURVEYOR PLUS ACAD AND PDF FILES OF THE RECORD DRAWINGS DELIVERED TO THE ENGINEER. IF THE DRAWINGS ARE FOUND TO BE INCOMPLETE OR

INACCURATE, THE DRAWINGS WILL BE RETURNED TO THE CONTRACTOR FOR CORRECTION.

8. IN CASES WHERE THE OWNER DETERMINES PARTIAL CLEARANCES FROM PERMITTING AGENCIES ARE BENEFICIAL TO THE OWNER FOR COMPLETED PORTIONS OF THE PROJECT, PROVIDE PRELIMINARY RECORD DRAWINGS (ACAD FORMAT) TO THE ENGINEER FOR ITS USE IN PREPARING THE PARTIAL CLEARANCE APPLICATIONS FOR THE OWNER. THESE PRELIMINARY RECORD DRAWINGS SHALL INCLUDE THE FOLLOWING: HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS AS INDICATED IN ITEM 6 PLUS TEMPORARY WATER

MAIN SAMPLE POINT LOCATIONS (REQUIRED FOR NEW WATER MAINS ONLY)

9. COMPLETE SIGNED AND SEALED RECORD DRAWINGS ARE REQUIRED TO BE DELIVERED TO THE OWNER PRIOR TO FINAL INSPECTION OF THE PROJECT. FINAL INSPECTIONS WILL ONLY BE SCHEDULED UPON RECEIPT OF SIGNED AND SEALED RECORD DRAWINGS THAT

HAVE BEEN REVIEWED BY THE ENGINEER AND DELIVERED BY THE ENGINEER TO THE OWNER.

EROSION AND SEDIMENT CONTROL

1. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. SEDIMENT CONTROL CONSISTS OF SILT FENCING (SEDIMENT BARRIER) AND FLOATING TURBIDITY BARRIERS PER DETAILS ON THE DRAWINGS. EROSION CONTROL CONSISTS OF SEEDING AND MULCHING, HYDROSEEDING, SODDING, WETTING

SURFACES, PLACEMENT OF COARSE AGGREGATE, TEMPORARY PAVING.

2. MAINTAIN TEMPORARY EROSION CONTROL SYSTEMS AS DIRECTED BY OWNER OR GOVERNING AUTHORITIES TO CONTROL EROSION AND SILTATION DURING LIFE OF CONTRACT. OWNER HAS AUTHORITY TO LIMIT SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY CLEARING AND GRUBBING, EXCAVATION, TRENCHING, BORROW AND EMBANKMENT OPERATIONS. OWNER ALSO HAS AUTHORITY TO DIRECT CONTRACTOR TO PROVIDE IMMEDIATE PERMANENT OR TEMPORARY EROSION AND SEDIMENT CONTROL

MEASURES.

3. CONTRACTOR SHALL RESPOND TO EROSION AND SEDIMENT CONTROL MAINTENANCE REQUIREMENTS OR IMPLEMENT ADDITIONAL MEASURES TO CONTROL EROSION ORDERED BY OWNER OR GOVERNING AUTHORITIES WITHIN 48 HOURS OR SOONER IF REQUIRED

AT NO ADDITIONAL COST TO THE OWNER.

4. CONTRACTOR WILL BE REQUIRED TO INCORPORATE PERMANENT EROSION CONTROL FEATURES INTO PROJECT AT EARLIEST

PRACTICAL TIME TO MINIMIZE NEED FOR TEMPORARY CONTROLS.

5. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS REPRESENT A MINIMUM REQUIREMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NEEDED IN ORDER TO PREVENT THE TRANSFER OF SEDIMENT FROM THE PROJECT AREA AND PREVENT THE EROSION OF SURFACES DURING

CONSTRUCTION, AS NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER BODIES.

6. GRASS ALL DISTURBED AREAS WITHIN 7 DAYS OF INITIAL DISTURBANCE. TYPE OF GRASSING SHALL BE AS FOLLOWS: TEMPORARY GRASSING TO BE SODDING AT ALL DRAINAGE STRUCTURES, RETENTION AREAS, SWALES AND DITCHES, AND WHERE SLOPES ARE STEEPER THAN 5:1. TEMPORARY GRASSING CAN BE HYDROSEEDING OR SEED AND MULCH AT ALL OTHER LOCATIONS UNLESS

OTHERWISE INDICATED IN THE DRAWINGS OR SPECIFICATIONS.

7. INSPECT EVERY TWO WEEKS DURING CONSTRUCTION. REMOVE ANY SEDIMENT BUILD-UP. REPAIR AND REINSTALL ANY DAMAGED OR MISSING SEDIMENT CONTROL MEASURES. INSTALL ADDITIONAL MEASURES IF INSPECTION REVEALS ADDITIONAL SEDIMENTATION

CONTROL IS NECESSARY.

8. AREAS TO BE PAVED SHALL BE TREATED WITH A BITUMINOUS PRIME COAT AND SANDED TO MINIMIZE EROSION, WHERE PAVING IS SCHEDULED TO OCCUR MORE THAN 48 HOURS AFTER INSTALLATION OF BASE COURSE. AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FDOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN 48 HOURS OF INSTALLATION OF THE SUBGRADE. INSTALL FINAL SURFACE COURSES WITHIN 14 DAYS AFTER REMOVAL OF EXISTING PAVEMENT.

STORMWATER POLLUTION PREVENTION REQUIREMENTS

1. CONSTRUCTION OF THIS PROJECT IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) FDEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION

ACTIVITIES.

2. 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. COPIES OF THE NPDES GENERIC PERMIT, NOI, AND NOT FORMS, AND PERMIT

APPLICATION FEE INFORMATION ARE AVAILABLE FOR DOWNLOAD FROM FDEP.

3. THE SWPPP SHALL LIST ALL THE CONTRACTORS OR SUBCONTRACTORS WHO WILL BE CONDUCTING CONSTRUCTION ACTIVITIES AT THE SITE, AND IDENTIFY THE AREAS OF THE SITE IN WHICH THEY WILL BE WORKING. ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN THE SWPPP MUST SIGN A COPY OF THE CERTIFICATION STATEMENT CONTAINED IN THE SWPPP BEFORE CONDUCTING ANY CONSTRUCTION ACTIVITIES AT THE SITE. THE CERTIFICATIONS MUST HAVE THE NAME AND TITLE OF THE PERSON SIGNING THE CERTIFICATION; THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE CONTRACTING FIRM; AND THE SIGNATURE DATE. THESE

STATEMENTS MUST BE MAINTAINED IN THE SWPPP FILE ON SITE.

4. THE SWPPP SHALL DESCRIBE AND ENSURE THE IMPLEMENTATION OF BEST MANAGEMENT PRACTICES WHICH WILL BE USED TO REDUCE THE POLLUTANTS IN STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY AND TO ASSURE COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE NPDES GENERIC PERMIT. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THESE DRAWINGS ARE THE MINIMUM REQUIRED THAT ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY STANDARDS AND MAY NEED TO

INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROLS TO MEET THESE REQUIREMENTS.

5. THE SWPPP SHALL BE COMPLETED PRIOR TO SUBMITTAL OF THE NOI AND SHALL INCLUDE THE ELEMENTS NECESSARY TO COMPLY WITH THE NPDES GENERIC PERMIT AND SHALL ALSO INCLUDE ALL LOCAL GOVERNING AGENCY AND OWNER REQUIREMENTS. THERE MAY BE MORE STRINGENT LOCAL GOVERNMENT OR OWNER REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL, WHICH WOULD

BE LOCATED IN THE SPECIFICATIONS OR ELSEWHERE ON THESE DRAWINGS.

6. THE CONTRACTOR MUST FILE THE NOI WITH FDEP AND THE OWNER AT LEAST TWO (2) BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO SUBMIT A COPY OF THE NOI TO THE MS4 OPERATOR FOR ALL PROJECTS THAT DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY TO A MUNICIPAL SEPARATE STORMWATER SYSTEM (MS4).

A COPY OF THE NOI AND A DESCRIPTION OF THE PROJECT MUST BE POSTED IN A PROMINENT PLACE FOR PUBLIC VIEWING AT THE

CONSTRUCTION SITE.

7. THE SWPPP MUST BE IMPLEMENTED AT THE START OF CONSTRUCTION. A COMPLETE COPY OF THE SWPPP, INCLUDING COPIES OF ALL INSPECTION REPORTS, PLAN REVISIONS, ETC., MUST BE RETAINED AT THE PROJECT SITE AT ALL TIMES DURING WORKING HOURS AND KEPT IN THE PERMANENT PROJECT RECORDS FOR AT LEAST THREE YEARS FOLLOWING SUBMISSION OF THE NOT.

8. FINAL STABILIZATION MEANS THAT ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED, AND THAT A UNIFORM PERENNIAL VEGETATIVE COVER (EVENLY DISTRIBUTED, WITHOUT LARGE BARE AREAS) WITH A DENSITY OF AT LEAST 70% FOR ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN ESTABLISHED OR EQUIVALENT PERMANENT STABILIZATION MEASURES (SUCH AS GEOTEXTILES) HAVE BEEN EMPLOYED. ONCE CONSTRUCTION IS COMPLETED AND FINAL STABILIZATION HAS BEEN ACHIEVED, THE CONTRACTOR MUST FILE THE NOT TO FDEP, THE OWNER, AND THE MS4 OPERATOR WITHIN

14 DAYS.

9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THE ADEQUACY OF SITE POLLUTANT DISCHARGE CONTROLS. BETWEEN THE TIME THE SWPPP IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS AND POLLUTANT CONTROLS MUST BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS FOLLOWING A RAINFALL OF

0.5 INCHES OR GREATER. THE INSPECTIONS ARE TO BE CONDUCTED BY THE CONTRACTOR'S QUALIFIED DESIGNATED

REPRESENTATIVE.

10. ALL INSPECTIONS SHALL BE DOCUMENTED IN AN INSPECTION REPORT THAT SUMMARIZES THE SCOPE OF THE INSPECTION, THE NAMES AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION; THE DATE OF THE INSPECTION; RAINFALL DATA; MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE SWPPP, AND ACTIONS TAKEN IN ORDER TO ENSURE COMPLIANCE WITH NPDES REQUIREMENTS AND THE SWPPP. SUCH REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE AND ACTIONS TAKEN TO BRING THE PROJECT INTO COMPLIANCE. WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE, THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE NPDES REQUIREMENTS AND THE

SWPPP. EACH INSPECTION REPORT SHALL BE SIGNED AND CERTIFIED BY EACH INSPECTOR.

11. BASED ON INSPECTION RESULTS, ANY MODIFICATIONS NECESSARY TO INCREASE EFFECTIVENESS OF THE SWPPP TO AN

ACCEPTABLE LEVEL MUST BE MADE WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION.

12. THE SWPPP MUST BE UPDATED EACH TIME THERE ARE SIGNIFICANT MODIFICATIONS TO THE POLLUTANT PREVENTION SYSTEM OR A CHANGE OF CONTRACTORS WORKING ON THE PROJECT WHO DISTURBS SITE SOIL. FOR CONSTRUCTION ACTIVITIES WHERE THE OPERATOR CHANGES, THE NEW OPERATOR SHALL FILE AN NOI FOR COVERAGE UNDER THE GENERIC PERMIT AT LEAST TWO (2) DAYS BEFORE ASSUMING CONTROL OF THE PROJECT AND THE PREVIOUS OPERATOR SHALL FILE AN NOT TO TERMINATE PERMIT COVERAGE IN ACCORDANCE WITH THE NPDES GENERIC PERMIT. AMENDMENTS TO THE PLAN SHALL BE PREPARED, SIGNED, DATED, AND KEPT AS ATTACHMENTS TO THE ORIGINAL SWPPP.

13. EACH SWPPP SHALL PROVIDE A DESCRIPTION OF POLLUTANT SOURCES AND OTHER INFORMATION INCLUDING A DESCRIPTION OF THE NATURE OF THE CONSTRUCTION ACTIVITY; THE INTENDED SEQUENCE OF MAJOR ACTIVITIES THAT DISTURB SOILS FOR MAJOR PORTIONS OF THE SITE; ESTIMATES OF THE TOTAL AREA OF THE SITE AND THE TOTAL AREA OF THE SITE THAT IS EXPECTED TO BE DISTURBED BY EXCAVATION, GRADING, OR OTHER CONSTRUCTION ACTIVITIES; EXISTING DATA DESCRIBING THE SOIL OR THE QUALITY OF ANY DISCHARGE FROM THE SITE AND AN ESTIMATE OF THE SIZE OF THE DRAINAGE AREA FOR EACH DISCHARGE POINT;

A SITE MAP INDICATING DRAINAGE PATTERNS AND APPROXIMATE SLOPES ANTICIPATED AFTER MAJOR GRADING ACTIVITIES, AREAS OF SOIL DISTURBANCE, AN OUTLINE OF AREAS WHICH MAY NOT BE DISTURBED, THE LOCATION OF MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS IDENTIFIED IN THE PLAN, THE LOCATION OF AREAS WHERE STABILIZATION PRACTICES ARE EXPECTED TO OCCUR, SURFACE WATERS, WETLANDS, AND LOCATIONS WHERE STORMWATER IS DISCHARGED TO A SURFACE WATER OR MS4;

AND THE LATITUDE AND LONGITUDE OF EACH DISCHARGE POINT AND THE NAME OF THE RECEIVING WATER(S) FOR EACH DISCHARGE

POINT.

14. THE FOLLOWING SITE DATA IS PROVIDED TO THE CONTRACTOR FOR USE IN PREPARING THE SWPPP AND COMPLETING THE NOI:

TOTAL SITE AREA: 1.32 ACRES

TOTAL AREA IMPACTED BY CONSTRUCTION: 1.32 ACRES

EXISTING SITE SOILS: MYAKKA AND EAUGALLIE FINE SANDS

DRAINAGE AREA CONTRIBUTING TO EACH DISCHARGE POINT: 1.32 ACRES

LATITUDE AND LONGITUDE OF PROJECT LOCATION: 28°45'54.40"N. AND 81°15'54.15"W

MS4 OPERATOR NAME: CITY OF SANFORD

RECEIVING WATERS: LAKE JESSUP

15. STABILIZE ALL CONSTRUCTION SITE EXITS WITH COARSE AGGREGATE OR OTHER APPROVED MATERIALS IN ACCORDANCE WITH DETAILS IN THESE PLANS. OTHER MINIMUM CONSTRUCTION REQUIREMENTS THAT NEED TO BE IMPLEMENTED IN ORDER TO COMPLY WITH THE NPDES GENERIC PERMIT INCLUDE INSTALLATION OF SEDIMENT BARRIERS DOWN SLOPE FROM CONSTRUCTION ACTIVITIES THAT DISTURB SITE SOIL; CONSTRUCTING ROCK SURFACE TEMPORARY PARKING AREAS; INSTALLATION OF SEDIMENT BARRIERS DOWN SLOPE PRIOR TO CLEARING AND GRUBBING; INSTALLATION OF SEDIMENT BARRIERS ON THE DOWN SLOPE SIDE OF UTILITY CONSTRUCTION AND SOIL STOCKPILES; AND THE INSTALLATION OF SEDIMENT BARRIERS ON THE DOWN SLOPE SIDE OF GRADING

ACTIVITIES.

16. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE, BUT IN NO CASE MORE THAN 7 DAYS, IN PORTIONS OF

THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED.

17. THE OWNER HAS THE AUTHORITY TO LIMIT SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY CLEARING AND GRUBBING, EXCAVATION, TRENCHING, BORROW AND EMBANKMENT OPERATIONS. THE OWNER ALSO HAS AUTHORITY TO DIRECT CONTRACTOR TO PROVIDE IMMEDIATE PERMANENT OR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.

18. THE CONTRACTOR SHALL RESPOND TO EROSION AND SEDIMENT CONTROL MAINTENANCE REQUIREMENTS OR IMPLEMENT ADDITIONAL MEASURES TO CONTROL EROSION ORDERED BY OWNER OR GOVERNING AUTHORITIES WITHIN 48 HOURS OR SOONER IF

REQUIRED AT NO ADDITIONAL COST TO THE OWNER.

19. THE CONTRACTOR SHALL INCORPORATE PERMANENT EROSION CONTROL FEATURES INTO PROJECT AT EARLIEST PRACTICAL TIME

TO MINIMIZE NEED FOR TEMPORARY CONTROLS.

20. FOR DRAINAGE BASINS WITH 10 OR MORE DISTURBED ACRES AT ONE TIME, A TEMPORARY (OR PERMANENT) SEDIMENT BASIN PROVIDING 3,600 CUBIC FEET OF STORAGE PER ACRE DRAINED, OR EQUIVALENT CONTROL MEASURES, SHALL BE PROVIDED WHERE ATTAINABLE UNTIL FINAL STABILIZATION OF THE SITE. THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE DISTURBED AREA AND THE SEDIMENT BASIN. FOR DRAINAGE BASINS WITH 10 OR MORE DISTURBED ACRES AT ONE TIME AND WHERE A TEMPORARY SEDIMENT BASIN PROVIDING 3,600 CUBIC FEET OF STORAGE PER ACRE DRAINED, OR EQUIVALENT CONTROLS IS NOT ATTAINABLE, A COMBINATION OF SMALLER SEDIMENT BASINS AND/OR SEDIMENT TRAPS AND OTHER BMPS SHOULD BE USED. AT A MINIMUM, SILT FENCES (SEDIMENT BARRIERS), OR EQUIVALENT SEDIMENT CONTROLS ARE REQUIRED FOR ALL SIDESLOPE AND DOWNSLOPE BOUNDARIES OF THE

CONSTRUCTION AREA.

21. WATER TRUCKS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO REDUCE DUST GENERATED ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR AND SHALL BE IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL

REGULATIONS.

22. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. REPAIR OR REPLACE ALL DAMAGED SEDIMENT BARRIERS. REMOVE ACCUMULATED SEDIMENT ALONG ALL SILT FENCES WHERE THE HEIGHT OF THE SEDIMENT EXCEEDS ONE-THIRD OF THE HEIGHT OF THE SILT FENCE. INSPECT ALL TEMPORARY AND PERMANENT GRASSING AREAS AND RE-GRASS

WHERE THERE ARE BARE SPOTS, WASHOUTS, OR UNHEALTHY GROWTH.

23. AT THE COMPLETION OF CONSTRUCTION, ONCE FINAL STABILIZATION HAS BEEN ACHIEVED, CLEAN ALL ACCUMULATED SEDIMENT FROM ALL STORM STRUCTURES, PIPELINES, AND STORMWATER PONDS. REMOVE ALL TEMPORARY SEDIMENT CONTROLS UPON RECEIPT OF AUTHORIZATION TO REMOVE HAS BEEN RECEIVED FROM THE OWNER OR ENGINEER. NOTE THAT THIS MAY NOT OCCUR FOR SOME TIME AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED, IN ORDER TO ENSURE THEIR REMOVAL HAS NOT OCCURRED UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED TO THE SATISFACTION OF THE OWNER AND ENGINEER.

24. NON_STORMWATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN WATER. WATER USED FOR CONSTRUCTION, WHICH DISCHARGES FROM THE SITE, MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE GOVERNING LOCAL AGENCY. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE. ALLOWABLE NON-STORMWATER DISCHARGES INCLUDE DISCHARGES FROM FIRE FIGHTING ACTIVITIES;

FIRE HYDRANT FLUSHING; WATER USED TO WASH VEHICLES OR CONTROL DUST; WATER FLOWING FROM POTABLE SOURCES AND WATER LINE FLUSHING; IRRIGATION DRAINAGE; AND RUNOFF FROM PAVEMENT WASH DOWN WHERE SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED (UNLESS ALL SPILLED MATERIAL HAS BEEN REMOVED) AND WHERE DETERGENTS

HAVE NOT BEEN USED.

25. SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE NOT ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER.

ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS. THE CONTAINERS SHALL BE EMPTIED PERIODICALLY BY A CONTRACT TRASH DISPOSAL SERVICE AND

HAULED AWAY FROM THE SITE.

26. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY WHATEVER MEANS NECESSARY IN ORDER TO ENSURE THAT THEY DO NOT DISCHARGE FROM THE SITE. AS AN EXAMPLE, SPECIAL CARE MUST BE EXERCISED DURING EQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, IT MUST BE CONTAINED AND DISPOSED SO THAT IT WILL NOT FLOW FROM THE SITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL, TREATMENT, AND DISPOSAL OF SOIL IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS.

27. ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES SHALL BE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE FOR USE BY ALL CONSTRUCTION PERSONNEL AND SHALL BE SERVICED BY A COMMERCIAL OPERATOR AT LEAST ONCE A WEEK.

28. DISCHARGES RESULTING FROM GROUNDWATER DEWATERING ACTIVITIES AT CONSTRUCTION SITES ARE PERMITTED PROVIDED THE GROUNDWATER IS FREE OF SEDIMENTS, IS NOT CONTAMINATED, AND DEWATERING OCCURS IN ACCORDANCE WITH STATE AND

LOCAL GOVERNING AGENCY REGULATIONS.

29. CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIAL MUST BE STORED IN WATERPROOF CONTAINERS.

EXCEPT DURING APPLICATION, THE CONTENTS MUST BE KEPT IN TRUCKS OR WITHIN STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED AT AN APPROVED SOLID WASTE OR

CHEMICAL DISPOSAL FACILITY.

30. THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL IN THE STORMWATER DISCHARGE(S) FROM A FACILITY OR ACTIVITY SHALL BE PREVENTED. THIS DOES NOT RELIEVE THE OPERATOR OF THE REPORTING REQUIREMENTS OF 40 CFR PART 117 AND 40 CFR PART

302. THE OPERATOR SHALL SUBMIT WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THE RELEASE A WRITTEN DESCRIPTION OF: THE RELEASE (INCLUDING THE TYPE AND ESTIMATE OF THE AMOUNT OF MATERIAL RELEASED), THE DATE THAT SUCH RELEASE OCCURRED, THE CIRCUMSTANCES LEADING TO THE RELEASE, AND REMEDIAL STEPS TO BE TAKEN. THE SWPPP MUST BE MODIFIED WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THE RELEASE TO: PROVIDE A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES LEADING TO THE RELEASE, AND THE DATE OF THE RELEASE. IN ADDITION, THE PLAN MUST BE REVIEWED TO IDENTIFY MEASURES TO PREVENT THE REOCCURRENCE OF SUCH RELEASES AND TO RESPOND TO SUCH RELEASES, AND THE PLAN MUST BE MODIFIED

WHERE APPROPRIATE.

TRAFFIC CONTROL

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TEMPORARY TRAFFIC CONTROL PLAN (TTCP) PRIOR TO CONSTRUCTION. THE TTCP (ALSO CALLED A MAINTENANCE OF TRAFFIC (MOT) PLAN) SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING. THE TTCP PLAN AND INSTALLED TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY THE ENGINEER, OWNER, AND ROADWAY JURISDICTIONAL AGENCY. IN GENERAL, ROADWAY LANE CLOSURES AND DRIVEWAY CLOSURES ARE PROHIBITED DURING CONSTRUCTION UNLESS SPECIFICALLY DETAILED ON THESE PLANS. IN THE EVENT IT IS DETERMINED THAT ROADWAY AND DRIVEWAY CLOSURES WILL BE ALLOWED, THE CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 3:00 P.M. UNLESS OTHERWISE AUTHORIZED IN THE

APPROVED TTCP PLAN.

2. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS FOR ROAD CONSTRUCTION, INDEX NO.

102-600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL TRAFFIC CONTROL MEASURES SHALL BE

INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION.

3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS

MAINTAINED THROUGHOUT CONSTRUCTION.

4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING.

MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION.

5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST.

6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS.

7. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING IN THE

IMMEDIATE VICINITY.

8. WHEN WORK OCCURS ALONG MULTILANE ROADS WITHIN 15-FT OF ACTIVE ROAD TRAVEL WAY BUT NO CLOSER THAN 2-FT FROM THE

TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 102-600 AND 102-602.

WHEN WORK OCCURS ALONG MULTILANE ROADS BETWEEN THE ROAD CENTERLINE AND A LINE 2-FT OUTSIDE THE EDGE OF THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO.102-600 AND 102-613.

9. TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL SUCH PAVEMENTS ARE

OPEN TO PUBLIC USE.

10. WHERE A DROP-OFF CONDITION IN THE WORK ZONE OCCURS, IT SHALL BE MITIGATED IN ACCORDANCE WITH FDOT INDEX 102-600.

REFER TO FDOT INDEX NO. 102-600 FOR THE DEFINITION OF A DROP-OFF.

SITE PREPARATION

1. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RIGHT-OF-WAY, AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED.

2. STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE

ENGINEER BEFORE COMMENCING WORK.

3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS.

4. WITHIN THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, THE INTENT IS TO ALLOW TREES AND SHRUBS TO REMAIN IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: NEW ROADWAY CONSTRUCTION - TREES AND SHRUBS TO REMAIN WHERE LOCATED MORE THAN 15 FEET FROM THE BACK OF CURB, OR OUTSIDE THE LIMITS OF EXCAVATION OR FILL AREAS, WHICHEVER IS FURTHER. UTILITY PIPELINE CONSTRUCTION - TREES AND SHRUBS TO REMAIN OUTSIDE A 15 FOOT WIDE PATH, CENTERED ON THE PIPELINE.

5. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD

6. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE

DRAWINGS OR AS APPROVED IN WRITING BY THE ENGINEER.

7. CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR

OTHERWISE OBSTRUCT THE WORK.

8. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR

UTILITIES.

9. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS.

REMOVE TO A DEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND.

10. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL

AREAS.

DEWATERING

1. DESIGN AND PROVIDE A DEWATERING SYSTEM USING ACCEPTED AND PROFESSIONAL METHODS CONSISTENT WITH CURRENT INDUSTRY PRACTICE. PROVIDE A DEWATERING SYSTEM OF SUFFICIENT SIZE AND CAPACITY TO CONTROL GROUNDWATER IN A MANNER THAT PRESERVES STRENGTH OF FOUNDATION SOILS, DOES NOT CAUSE INSTABILITY OR RAVELING OF EXCAVATION SLOPES, AND DOES NOT RESULT IN DAMAGE TO EXISTING STRUCTURES. WHERE NECESSARY TO THESE PURPOSES, LOWER WATER LEVEL IN ADVANCE OF EXCAVATION, UTILIZING WELLS, WELLPOINTS, OR SIMILAR POSITIVE METHODS. MAINTAIN THE GROUNDWATER LEVEL TO A MINIMUM OF 2 FEET BELOW EXCAVATIONS. PROVIDE PIEZOMETERS IF DIRECTED BY THE ENGINEER TO DOCUMENT THE

GROUNDWATER LEVEL IS BEING MAINTAINED.

2. CONTROL, BY ACCEPTABLE MEANS, ALL WATER REGARDLESS OF SOURCE AND BE FULLY RESPONSIBLE FOR DISPOSAL OF THE WATER. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY SUPPLEMENTAL MEASURES TO CONTROL SEEPAGE, GROUNDWATER, OR

ARTESIAN HEAD.

3. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL PERMIT REQUIREMENTS AND STATE WATER QUALITY STANDARDS. PROVIDE ALL TESTING AND PERMITTING REQUIRED AND COMPLY WITH ALL TREATMENT OR DISPOSAL

METHODS REQUIRED TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

4. OPEN PUMPING WITH SUMPS AND DITCHES SHALL BE ALLOWED, PROVIDED IT DOES NOT RESULT IN BOILS, LOSS OF FINES, SOFTENING OF THE GROUND, OR INSTABILITY OF SLOPES. SUMPS SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SURFACES WILL NOT BE DISTURBED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS. DURING NORMAL PUMPING, AND UPON DEVELOPMENT OF WELL(S), LEVELS OF FINE SAND OR SILT IN THE

DISCHARGE WATER SHALL NOT EXCEED 5 PPM.

5. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING

SYSTEM WITH THE WATER MANAGEMENT DISTRICT.

6. CONTINUOUSLY MAINTAIN EXCAVATIONS IN A DRY CONDITION WITH POSITIVE DEWATERING METHODS DURING PREPARATION OF SUBGRADE, INSTALLATION OF PIPE, AND CONSTRUCTION OF STRUCTURES UNTIL THE CRITICAL PERIOD OF CONSTRUCTION AND/OR BACKFILL IS COMPLETED TO PREVENT DAMAGE OF SUBGRADE SUPPORT, PIPING, STRUCTURE, SIDE SLOPES, OR ADJACENT

FACILITIES FROM FLOTATION OR OTHER HYDROSTATIC PRESSURE IMBALANCE.

7. WHEN CONSTRUCTION IS COMPLETE, REMOVE ALL DEWATERING EQUIPMENT FROM THE SITE, INCLUDING WELLS AND RELATED

TEMPORARY ELECTRICAL SERVICE.

PERMIT NO. ISSUING AGENCY DATE OF PERMIT

CITY OF SANFORD

SJRWMD

FDEP

PERMIT TYPE PERMITTING AGENCY

PERMIT FEE TO BE PAID

BY CONTRACTOR (Y/N)

COVERAGE UNDER THE

NPDES GENERIC PERMIT

FOR STORMWATER

DISCHARGE FROM

LARGE AND SMALL

CONSTRUCTION

ACTIVITIES

FDEP YES

DEWATERING SJRMWD YES

BUILDING PERMIT

(INCLUDING PERMITS

FOR ALL

SUBCONTRACTOR WORK

SUCH AS ELECTRICAL,

STRUCTURES, RETAINING

WALLS, ETC.)

YES

RIGHT-OF-WAY USE

PERMIT NO

www.cphcorp.com

1234567

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

C 2026

Drawn:

Designed:

Checked:

Job No.:

Date:

D at e N o.

R ev is io n

Building Better Communities Together

CPH ,LLC

A Full Service A & E Firm

Plans Prepared By:

This item has been digitally signed and sealed by Tyler Devyn Fitzgerald, P.E on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

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M. Mitchell

K. Berlinsky

T. Fitzgerald

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500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

EXCAVATION, TRENCHING, AND FILL

1. 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.

2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT SITE

RUNOFF TO THE PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS.

3. POND CONSTRUCTION SHALL RESULT IN THE FINISHED POND HAVING SIDE SLOPES AND DIMENSIONS THAT ARE IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT THESE REQUIREMENTS HAVE BEEN MET.