ITB-25-016-RS_Exhibit__C_-_Eastmonte_Park_Training_Center_-_Construction_Plans__FinalReduced.pdf

INVITATION TO BID

DOCUMENTS

ITB-25-016-RS

EASTMONTE PARK SYNTHETIC TURF

EXHIBIT C- EASTMONTE PARK TRAINING

CENTER - CONSTRUCTION PLANS

CITY OF ALTAMONTE SPRINGS

City Hall, Suite 1030 Procurement Division

225 Newburyport Avenue Altamonte Springs FL 32701-3697

For Contract Information & Updates go to https://www.myvendorlink.com/cityofaltamontesprings/searchcontracts.aspx https://www.myvendorlink.com/cityofaltamontesprings/searchcontracts.aspx

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MI014-5

D J B

B Y

D J B

R

E V

IS

OF DEVELOPMENT

BYDATE BYDATEDESCRIPTION DESCRIPTION

REVISIONS

DEVELOPMENT REVIEW COMMITTEE

CITY OF ALTAMONTE SPRINGS

SUBMITTED TO:

Record:

Engineer of

Prepared By:

APPROVAL CHECKLIST

AGENCY PERMITS REQUIRED FOR COMMENCEMENT

FDEP DRINKING WATER

FDEP DOMESTIC WASTEWATER

SJRWMD ERP

SEMINOLE COUNTY RIGHT-OF-WAY

INFRASTRUCTURE TO BE DEDICATED TO CITY

STREETS / R-O-W

POTABLE WATER

RECLAIMED WATER

SANITARY SEWER

STORMWATER

REQUIRED CLOSE-OUT DOCUMENTATION

AS-BUILT SURVEY (ATTESTED)

CERTIFIED RECORD DRAWINGS

LETTER OF CLEARANCE - FDEP WATER

LETTER OF CLEARANCE - FDEP WASTEWATER

SJRWMD CERTIFICATION OF COMPLETION

MAINTENANCE BOND ( ___ YEARS )

ITEMIZED CONSTRUCTION COSTS

BILL OF SALE

NON-PLATTED EASEMENTS (LIST)

FINAL REPORT - SITE INSPECTOR

FINAL REPORT - AS-BUILT / RECORD CONFORMITY

CERTIFICATION OF PROJECT ENGINEER:

The undersigned, a duly registered Professional within the meaning and intent of Chapter 471, Florida Statutes, hereby certifies that these plans have been prepared in conformity with the requirements of the Land Development Code of the City of Altamonte Springs. In addition, the undersigned understands and acknowledges that, in order to receive Certificate(s) of Completion and/or Occupancy, the items above must be provided to the City as described in Article 16 of the Land Development Code.

Signature Date

FDOT RIGHT-OF-WAY

FDEP NPDES CGP

PROJECT IS TO BE COMPLETED AS A SINGLE PHASE

PROJECT IS TO BE COMPLETED IN MULTIPLE PHASES

(PHASING PLAN IS INDICATED ON THE SITE PLAN SHEET)

LOCATION MAP

PROJECT DESCRIPTION

STATEMENT OF PROJECT PHASING (Check One)

WAIVER/VARIANCE REQUESTS

YES or NO APPROVED

PLAT APPROVAL

INFRASTRUCTURE CONSTRUCTION,

ENGINEER'S ESTIMATE

DEVELOPERS AGREEMENT

OTHER AGREEMENTS (DESCRIBE BELOW)

MAINTENANCE, AND EASEMENT AGREEMENT

PERFORMANCE BOND

SHOP DRAWINGS

Preliminary Plan

Combined Preliminary / Final

TYPE OF SITE PLAN APPLICATION (Check One)

Final Plan

Site Plan Revision

REQUIRED DATE

CITY AGREEMENTS AND APPROVALS

YES or NO NUMBER DATE

REQUIRED PERMIT LETTER OF

YES or NO DESCRIBE

REQUIRED

REQUIRED DATE

CITY SITE IMPROVEMENT PERMIT (INCL ARBOR)

NOTE: SIGNAGE REQUIRES SEPARATE PERMITS

DETERMINATION

YES or NO APPROVED

COMPLIANCE STATEMENT

ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS

SET FORTH IN THE CITY OF ALTAMONTE SPRINGS LAND DEVELOPMENT CODE

AND/OR ZONING REGULATIONS.

SHEET OF

CONTACTS

UTILITIES:

2017ISSUED

EASTMONTE PARK

JACKSONVILLE

FT PIERCE

FT LAUDERDALE

MIAMI

NAPLES

TAMPA

ORLANDO

TALLAHASSEE

PENSACOLA

TU

R

N P

IK

E

BEE LINE

EXPRESSWAY

F

LO

R

ID

A S

BARTOW

KEY WEST

CHIPLEY

DELAND

LAKE

CITY

PROJECT LOCATION

GAINESVILLE

SITE LOCATION

C-001

1 23

TRAINING CENTER

TELECOMMUNICATIONS

1909 US HIGHWAY 301 N, BLDG D. TAMPA, FL 33619 / 972-729-6322

MCI

407-830-3458ALTAMONTE SPRINGS, FL 32701 / 952 1ST ST.

CENTURYLINK

GAS

POWER

452 E CROWN POINTE RD. WINTER GARDEN, FL 33787 / 407-905-3321

DUKE ENERGY

3767 ALL AMERICAN BLVD. ORLANDO, FL 32810 / 407-532-8509

BRIGHT HOUSE NETWORKS, LLC

1025 ELDORADO BLVD. BROOMFIELD, CO 80021 / 877-366-8344, EXT. 2

LEVEL 3 COMMUNICATIONS LLC

600 W ROBINSON ST. ORLANDO, FL 32801 / 407-420-6609

TECO PEOPLES GAS-ORLANDO

146 ORANGE PL. MAITLAND, FL 32751 / 407-539-0644

AT & T/ DISTRIBUTION

PW ADMIN. 407-571-8340

ALTAMONTE SPRINGS, FL. 32701

225 NEWBURYPORT AVE.

CITY OF ALTAMONTE SPRINGS

WATER, SEWER AND RECLAIMED WATER

Land Surveyor:

Professional

(C-100, C-200, C-201, C-202, C-203, V-001, V-002, V-003)

PRESS BOX, KNEE WALLS, NETTING

ADDITION OF SYNTHETIC TURF, FIELD 5 BLEACHER ANDSMR04/16/2015

05/07/2015 SMR

SMR05/21/2015

(C-100, C-200, C-201, C-202, C-203, C-220, V-001, V-003)

FIELD 5 BLEACHER AND PRESS BOX

SYNTHETIC TURF CALCS AND REVISION TO

Tc PATHS (C-002, C-100, C-200, C-201, C-202, C-203)

KNEE WALL COMPENSATING STORAGE CALCS, LABEL

PLAN NOTE CHANGES, FIELD #2 SETBACKS, FIELD #5

06/16/2015

06/24/2015

09/08/2015

06/02/2016

07/05/2016

SMR

SMR

SMR

SMR

SMR

(C-200, C-201, C-202, V-001)

ADJUST 100 SERIES DRAINAGE, REMOVE S-201

CONSTRUCTION RECORD DRAWING

ADDITIONS (C-100)

SIDEWALK REMOVAL, ELEC. INFRASTRUCTURE

REVISED NOTES, REVISED COVER SHEET (C-001, C-100)

ADJUST 200 SERIES DRAINAGE (C-200, C-202)

05/06/2024 DMV

- NONE

YES

(407) 571-8733

Altamonte Springs, Florida 32701

225 Newburyport Avenue

City of Altamonte Springs

Developer:

Owner/

LEGAL DESCRIPTION

CONTAINING 18.115 ACRES, MORE OR LESS

A.C.L.R.R. R/W LINE)"

WEST 1042.25 FEET TO BEGINNING (LESS A 40-FOOT PRIVATE ROAD ALONG THE

SAID SOUTHWEST QUARTER (SW 1/4) OF SOUTHWEST QUARTER (SW 1/4), THENCE

THENCE NORTHEASTERLY ALONG SAID R/W LINE 827.6 FEET TO THE NORTH LINE OF

THENCE EAST 1011.5 FEET TO THE WEST RIGHT-OF-WAY LINE OF THE A.C.L.R.R.,

RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, THENCE RUN SOUTH 826.1 FEET,

OF THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 18, TOWNSHIP 21 SOUTH,

"BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER (SW 1/4)

LEGAL DESCRIPTION PER OFFICIAL RECORDS BOOK 630, PAGE 465

ALTAMONTE SPRINGS, FL 32701

830 MAGNOLIA DRIVE

EASTMONTE PARK

REMAIN.

AND #5 WITH NEW SYNTHETIC TURF. EXISTING SUB-DRAINAGE SYSTEM TO

- REPLACEMENT OF THE EXISTING SYNTHETIC INFILED TURF ON BALL FIELDS #1

AND #5 WITH SYNTHETIC TURF AND ASSOCIATED SUB-DRAINGE SYSTEM.

- REPLACEMENT OF THE EXISTING OUTFIELD FIELD TURF ON BALL FIELDS #1

SYNTHETIC TURF AND ASSOCIATED SUB-DRAINGE SYSTEM.

- REPLACEMENT OF THE EXISTING FIELD TURF ON BALL FIELD #3 WITH

NO

NO

NO

NO

NO

YES

NO

NO

TBD

YES

YES

YES

YES

NO

NO

NO

NO

NO

YES

YES

TBD

NO

NO

NO

YES

NO

Danielle Van De Loo, P.E. Florida Reg. No. 74676

(407) 331-6116

Longwood, Florida 32750

651 W. Warren Avenue, Suite 200

Bentley Group, Inc.

FIELDS 1&5.

REPLACEMENT OF EXISTING SYNTHETIC TRUF ON

ADDITION OF SYNTHETIC TURF TO FIELDS 1,3,& 5 AND

SHEET INDEX

SITE IMPROVEMENT PERMITOther __________________________

SURVEY(23) SHEET 8

SURVEY(22) SHEET 7

SURVEY(21) SHEET 6

SURVEY(20) SHEET 5

SURVEY(19) SHEET 4

SURVEY(18) SHEET 3

SURVEY(17) SHEET 2

SURVEY(16) SHEET 1

VENDOR CUT SHEETS(15) V-002

VENDOR CUT SHEETS(14) V-001

SECTION & DRAINAGE DETAILS(13) C-220

FIELD #1 ENLARGED GRADING/DRAINAGE PLAN(12) C-203

FIELD #5 ENLARGED GRADING/DRAINAGE PLAN(11) C-202

FIELD #3 ENLARGED GRADING/DRAINAGE PLAN(10) C-201

MASTER GRADING/DRAINAGE PLAN(9) C-200

MASTER SITE PLAN(8) C-100

DEMOLITION AND EROSION CONTROL PLAN(7) C-007

CITY OF ALTAMONE PROVIDED CSI 32 17 23.28(6) C-006

CITY OF ALTAMONE GENERAL NOTES(5) C-005

PROJECT GENERAL NOTES AND SPECIFICATIONS (4) C-004

PROJECT GENERAL NOTES AND SPECIFICATIONS (3) C-003

SITE LOCATION, LEGEND AND ABBREVIATIONS(2) C-002

COVER SHEET(1) C-001

H. Paul deVivero, Professional Land Surveyor No. 4990

(407) 732-6965

Lake Mary, Florida 32746

1349 S International Parkway Suite 2401

Geodata Consultants, Inc.

nt Code.

Date nt Code.

Date nt Code.

Date

On the Date next 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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BPE CA NO.: 00005898

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T 407.331.6116

LONGWOOD, FLORIDA 32750

651 WEST WARREN AVE. STE 200

D M

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IN

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ESNECI

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NO. 74676

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ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON

SIGNED AND SEALED. THE

DOCUMENT ARE NOT CONSIDERED

PRINTED COPIES OF THIS

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

OHE

D Y

H

SAN

WATER

.6

PROPERTY LINE

LANDSCAPE BUFFER

BUILDING SETBACK

LAKE PRAIRIE

PROPERTY LINE

LANDSCAPE BUFFER

BUILDING SETBACK

LANDSCAPE BUFFER

BUILDING SETBACK AND

FLU: MEDIUM DENSITY RESIDENTIAL

FLU: LOW DENSITY RESIDENTIAL

FLU: LOW DENSITY RESIDENTIAL

FLU: INSTITUTIONAL

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C-002

FLU: LOW DENSITY RESIDENTIAL

TYPICALTYP.

TREATMENT VOLUMETV

TOP OF SIDEWALKTOS

TO BE REMOVEDTBR

SIDEWALKSW

SANITARY SEWERS.S.

ST. JOHNS RIVER WATER MANAGEMENT DISTRICTSJRWMD

SQUARE FEETSF

SANITARYSAN.

REDUCED PRESSURE ZONERPZ

REDUCED PRESSURE BACKFLOW PREVENTERRPBP

RIGHT OF WAYROW

RADIUSR

POTABLE WATER SERVICEPWS

POLYVINYL CHLORIDEPVC

PARKS LANDSCAPE MAINTENANCE & OPERATIONSPLM&O

PROPERTY LINEP/L

PROPOSED FIRE HYDRANTPFH

OVERHEAD ELECTRICOHE

ON CENTERO.C.

NOT TO SCALEN.T.S.

NUMBERNO

NOT IN CONTRACTNIC

MECHANICAL JOINTMJ

MANHOLEMH

MATCH EXISTINGME

LINEAR FEETLF

INVERTINV.

HEAT PUMPHP

HANDICAPPEDHC

GATE VALVEGV

FINISHED PAD ELEVATIONFP

FIRE MAINFM

FUTURE LANDUSEFLU

FINISHED GRADEFG

FINISHED FLOOR ELEVATIONFF

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTIONFDEP

FLORIDA DEPARTMENT OF TRANSPORTATIONFDOT

FIRE DEPARTMENT CONNECTIONFDC

FACE OF CURBFC

FLORIDA BUILDING CODEFBC

EXISTINGEX.

EDGE OF SLABE/S

EDGE OF PAVEMENTEP

ENGINEER OF RECORDEOR

ELEVATIONEL.

DRYWELLDW

DOUBLE CHECK VALVE ASSEMBLYDCVA

CONTROL WATER LEVELCWL

CONDENSING UNITCU

CONSTRUCTCONST.

CLEAN OUTCO

CENTER LINECL

BUILDINGBLDG

BACKFLOW PREVENTERBFP

BENTLEY ARCHITECTS + ENGINEERS, INC.BAE

ACREAC

ABBREVIATION LEGEND (ALL SHEETS)

5 FT SOUTH

10 FT WEST

25 FT EAST

25 FT NORTHBUILDING SETBACKS:

5 FT MIN (ALL SIDES ABUTTING RESIDENTIAL USES)LANDSCAPE BUFFERS:

LEGEND (ALL SHEETS)

EXISTING SANITARY SEWER MANHOLE

EXISTING UTILITY POLE

TYPICAL CONCRETE SIDEWALK

SOIL TRACKING PREVENTION DEVICE

SEDIMENT BARRIER

PROPOSED 6' FENCE

EXISTING MULTI-SUPPORT SIGN

EXISTING FIRE HYDRANT

EXISTING GUY ANCHOR

EXISTING OVERHEAD ELECTRIC LINE

PROPOSED 5' LANDSCAPE BUFFER

PROPERTY LINE

EXISTING WATER MAIN

DIRECTION OF FLOW

SPOT ELEVATION

BENCHMARK

EXISTING WATER VALVE

PROPOSED SETBACK

(REFER TO SURVEY FOR ADDITIONAL SYMBOLS)

N

0 20 80

Feet

AE = 90.7 NAVD 88

LAKE MALTIBE

MAGNOLIA DR.

S

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SYNTHETIC TURF PLACEMENT

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T 407.331.6116

LONGWOOD, FLORIDA 32750

651 WEST WARREN AVE. STE 200

D M

V

P R

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SSIONAL ENG

IN

E E

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ESNECI

L

NO. 74676

A

DIROL

F

STATE OF

O O

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ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON

SIGNED AND SEALED. THE

DOCUMENT ARE NOT CONSIDERED

PRINTED COPIES OF THIS

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

C-003

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NOT PROPERLY ATTRIBUTABLE IN WHOLE OR IN PART, TO THE FAULT OR NEGLIGENCE OF THE CONTRACTOR.

TO THE ACTS OR OMISSIONS OF THE OWNER, OR THE ENGINEER OR ANYONE EMPLOYED BY THEM, OR FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, AND

FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, SHALL BE REMEDIED BY THE CONTRACTOR, EXCEPT DAMAGE OR LOSS PROPERLY ATTRIBUTABLE SOLELY

28. ALL DAMAGE OR LOSS TO ANY PROPERTY REFERRED TO IN HEREIN CAUSED IN WHOLE OR IN PART BY THE CONTRACTOR, A SUBCONTRACTOR, OR BY ANYONE

CONTRACTOR, AND CONTRACTOR AGREES TO PROTECT, HOLD HARMLESS AND INDEMNIFY OWNER AGAINST ANY AND ALL SUCH COSTS OR EXPENSES.

REMEDY THE CLAIMED VIOLATION. ANY AND ALL COSTS OR EXPENSES PAID OR INCURRED BY OWNER IN TAKING SUCH ACTION SHALL BE BORNE BY

OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT, OWNER MAY IMMEDIATELY TAKE WHATEVER ACTION IS DEEMED NECESSARY BY OWNER TO

VIOLATION OF ANY FEDERAL OR STATE SAFETY AND HEALTH LAW OR REGULATION ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PERFORMANCE

OF OWNER, JOINTLY OR SEVERALLY, AND/OR THEIR AGENTS AND EMPLOYEES. THE CONTRACTOR FURTHER AGREES, IN THE EVENT OF A CLAIMED

PENALTIES, SUITS OR ACTIONS, PUBLIC OR PRIVATE, ADMINISTRATIVE OR JUDICIAL, INCLUDING ATTORNEY'S FEES PAID OR INCURRED BY OR ON BEHALF

PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT, AND CONTRACTOR SHALL INDEMNIFY OWNER FROM ANY SUCH CLAIMS, THEREUNDER OR OF ANY STATE LAWS OR REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE

JUDGMENTS RESULTING FROM THE FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT OF 1970 AS AMENDED OR ANY RULE OR REGULATION PROMULGATED

PUBLIC OR PRIVATE, PENALTIES, CONTRACTUAL OR OTHERWISE, LOSSES, DAMAGES, COSTS, ATTORNEY'S FEES, EXPENSES, CAUSES OF ACTION, CLAIMS OR

27. THE CONTRACTOR SHALL PROTECT AND KEEP OWNER (INCLUDING THEIR AGENTS AND EMPLOYEES) FREE AND HARMLESS FROM ANY AND ALL LIABILITY, COMPLETED.

BOARDED UP OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE, PROTECTING WORK

26. THOSE PARTS OF WORK IN PLACE THAT ARE SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, POINTS WHERE CONSTRUCTION EQUIPMENT ENGAGED IN WORK ENTERS ONTO OR CROSSES FUNCTIONING TRAFFIC-CARRYING ROADWAY OR SIDEWALKS.

25. ADEQUATE TRAFFIC CONTROL, SIGNAGE, BARRICADES AND FLAGMAN SERVICES SHALL BE FURNISHED AND MAINTAINED BY THE CONTRACTOR AT ALL

MANUFACTURER.

STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBLISHED BY

24. CONTRACTOR SHALL, AT ALL TIMES, UTILIZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL, SIGNS, FENCES, OR POSTING OF SECURITY GUARDS.

AND EQUIPMENT STORED ON SITE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS OR USE. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF

23. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO INSURE THAT ALL COMPLETED WORK, MATERIALS

FOR SUCH ACCESS AND INSPECTIONS.

ACCESS TO THE WORK SITE WHEREVER AND WHENEVER IT IS IN PREPARATION OR PROGRESS. THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES

22. THE OWNER, OWNER'S REPRESENTATIVES AND INSPECTORS OF APPLICABLE GOVERNMENT AGENCIES HAVING JURISDICTION, SHALL AT ALL TIMES HAVE

CONTRACTOR'S EXPENSE.

MONUMENTATION IS DISTURBED, IT SHALL BE RESTORED BY A FLORIDA LICENSED SURVEYOR AND MAPPER SELECTED BY THE OWNER AT THE

REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH MARKS, PROPERTY CORNERS, POINTS OR MARKERS. IN THE EVENT ANY

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION, SUCH AS THE PRESERVATION OF ALL PERMANENT

EQUIPMENT.

WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR ANY DAMAGE THAT MAY RESULT FROM THE MOVING OF MATERIALS AND

20. THE CONTRACTOR SHALL COMPLY WITH ALL LEGAL LOAD RESTRICTIONS IN THE HAULING OF MATERIALS ON PUBLIC ROADS BEYOND THE LIMITS OF THE

FLOW OF TRAFFIC OR CREATES A HAZARD IN ANY WAY TO THE PUBLIC.

JURISDICTION STANDARDS TO EFFECTIVELY PREVENT ACCIDENTS AT ALL LOCATIONS WHERE CONSTRUCTION CAUSES AN OBSTRUCTION TO THE NORMAL

MARKINGS FOR HAZARDS AND THE CONTROL OF TRAFFIC THROUGH THE CONSTRUCTION ZONE IN CONFORMITY WITH THE ALL AGENCIES HAVING

19. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, LIGHTS, WARNING SIGNS, AND PAVEMENT

OR LOCATED.

STRUCTURES CONNECTED THEREWITH THAT ARE ENCOUNTERED IN THE WORK IN ORDER THAT SUCH ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED

FACILITIES SUCH AS PAVEMENTS, TRACKS, PIPING, WIRES, CABLES, CONDUITS, POLES, GUYS, OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL

COMPANIES, AND CORPORATIONS OWNING OR CONTROLLING ROADWAYS, RAILWAYS, WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, AND TELEGRAPH

CARRIERS, SERVICE COMPANIES, AND CORPORATIONS OWNING OR CONTROLLING ROADWAYS, RAILWAYS, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH GOVERNMENTAL DEPARTMENTS, PUBLIC UTILITIES, PUBLIC

DIMENSIONS, MATERIAL REQUIREMENTS AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS,DETAILS OR SPECIFICATIONS.

17. ALL WORK AND FURNISHED MATERIALS SHALL BE IN REASONABLE CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSS SECTIONS, CONTRACTOR.

HIS SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE

16. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER AND THE ENGINEER FOR THE ACTS AND OMISSIONS OF CONTRACTOR'S EMPLOYEES AND ALL

CONDITION.

CONDITION EQUAL TO OR BETTER THAN EXISTING AT THE CONTRACTOR'S EXPENSE. ALL DISTURBED AREAS SHALL BE RETURNED TO EQUAL OR BETTER

PROJECT HAS BEEN ACCEPTED BY THE OWNER. ALL PRIVATE AND PUBLIC PROPERTY DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS, RETENTION AND DETENTION FACILITIES UNTIL THE

CONTRACTOR SHALL STOP ALL CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY.

ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE

OF HIS RESPONSIBILITY TO PROTECT THE EXISTING FEATURES FROM DAMAGE OR UNSCHEDULED INTERRUPTION OF SERVICE. SHOULD A DISCREPANCY

COMPLETENESS OF THE LOCATION INFORMATION PROVIDED. ANY INACCURACY OR OMISSION IN SUCH INFORMATION SHALL NOT RELIEVE THE CONTRACTOR

BEST INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OR THE

14. THE LOCATION OF EXISTING UTILITY SERVICES, FACILITIES, AND STRUCTURAL FEATURES SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE

OTHER CONDITIONS THAT MAY EFFECT THE SUCCESSFUL COMPLETION OF THE JOB PRIOR TO COMMENCEMENT OF WORK.

13. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE, INCLUDING ALL SURFACE AND SUBSURFACE CONDITIONS, THE WORK REQUIRED AND ALL

MAKE THE CONTRACTOR RESPONSIBLE FOR ALL ERRORS AND NECESSARY CORRECTIONS THAT MAY SUBSEQUENTLY ARISE.

BROUGHT TO THE ENGINEER'S AND OWNER'S (OR OWNERS REPRESENTATIVE'S ATTENTION. FAILURE TO DO SO AND TO CONTINUE CONSTRUCTION SHALL

12. ANY DISCREPANCY BETWEEN THE DIMENSIONS AND MEASUREMENTS SHOWN ON THE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL IMMEDIATELY BE

PROPOSED PAVEMENT/SIDEWALK UNLESS OTHERWISE NOTED.

11. THE SITE DIMENSIONS AND COORDINATES SHOWN ARE FOR CONSTRUCTION OF SITE IMPROVEMENTS ONLY. ALL DIMENSIONS ARE BASED ON THE EDGE OF

CORRESPONDENCE SHALL BE BASED ON THE PROJECT DATUM.

10. ALL CORRESPONDENCE INCLUDING RFI'S SHALL BE EMAILED TO THE BENTLEY PROJECT MANAGER, ANY ELEVATIONS NOTED WITHIN AN RFI OR OTHER

RESPONSIBLE FOR THE TIME DELAYS DUE TO INADEQUATE NOTIFICATION OR DELAYS IN WRITTEN NOTIFICATION OF CONFLICTS, ETC.

RESPONSIBLE FOR CONSTRUCTION TIME DELAYS DUE TO UNFORESEEN CONDITIONS. NOR WILL THE RESPONSIBLE PROFESSIONAL AND/OR OWNER BE

CONTRACTOR WITH APPROPRIATE DIRECTION. THE CONTRACTOR WILL RECEIVE A RESPONSE IN WRITING. THE RESPONSIBLE PROFESSIONAL WILL NOT BE

RESPONDING. THE RESPONSIBLE PROFESSIONAL RESERVES THE RIGHT TO REQUEST ADDITIONAL FIELD INFORMATION AS NECESSARY TO PROVIDE THE

REVIEW THE FIELD INFORMATION PROVIDED BY THE CONTRACTOR, GOVERNING STANDARDS AND STANDARD ENGINEERING PRACTICES PRIOR TO

AUTHORIZATION TO PROCEED WITH THE WORK WITHOUT WRITTEN CLARIFICATION, DIRECTION OR AUTHORIZATION. THE RESPONSIBLE PROFESSIONAL WILL

FORM. CLARIFICATION AND DIRECTION WILL NOT BE GIVEN VERBALLY. VERBAL DISCUSSION WILL NOT BE BINDING NOR WILL IT BE CONSIDERED

ATTENTION VIA THE BENTLEY PROJECT MANAGER IMMEDIATELY. ALL COMMUNICATION AND/OR REQUEST FOR INFORMATION (RFI) SHALL BE IN WRITTEN

9. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER OF RECORD'S OR ARCHITECT OF RECORD'S

HISTORICAL RESOURCES R.A. GRAY BUILDING, 500 S. BRONOUGH ST. TALLAHASSEE, FLORIDA 32399-0250.

LIMITS, IMMEDIATE NOTIFICATION SHALL BE PROVIDED TO THE OWNER, THE ENGINEER, AND THE BUREAU OF HISTORICAL PRESERVATION, DIVISION OF

8. IF ITEMS APPEARING TO BE HISTORICAL OR ARCHEOLOGICAL ARTIFACTS ARE DISCOVERED AT ANY TIME DURING CONSTRUCTION WITHIN THE PROJECT

INCORPORATED ALONG WITH THE PLANS BY BENTLEY AS THE COMPLETE "SITE CIVIL CONSTRUCTION DOCUMENTS."

7. THE STANDARDS AND SPECIFICATIONS AS LISTED HEREIN, BOUNDARY AND TOPOGRAPHIC SURVEY(S), AND APPROVALS AND/OR PERMITS ARE HEREBY

FOR REVIEW AT ALL TIMES.

THESE APPROVALS AND/OR PERMITS. A COPY OF THE APPROVALS AND/OR PERMITS SHALL BE KEPT ON THE CONSTRUCTION SITE AND MADE AVAILABLE

THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BY ALL THE TERMS, CONDITIONS, REQUIREMENTS AND LIMITATIONS SET FORTH IN ALL OF

OWNER APPROVALS AND/OR COPIES OF PERMITS FOR ALL AGENCIES HAVING JURISDICTION, SUCH AS GOVERNMENTAL, REGULATORY OR LOCAL ENTITIES.

ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING DEMOLITION/CLEARING WORK. THE CONTRACTOR SHALL OBTAIN FROM THE

CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS FOR DEMOLITION/CLEARING FROM RESPONSIBLE REGULATORY AGENCIES AND FULLY

6. THE CONTRACTOR, SHALL INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION, IT IS THE

5. ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO NORTH AMERICA VERTICAL DATUM (NAVD 88).

4. THESE PLANS WERE BASED ON THE BOUNDARY AND TOPOGRAPHIC SURVEY BY GEODATA SURVEY SIGNED APRIL 25, 2024.

CRITERIA BE UNCLEAR, FOR ENGINEER'S INTERPRETATION OF THE MORE STRINGENT CRITERIA TO BE USED.

THE MORE STRINGENT CRITERIA WILL APPLY. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY AND IN WRITING SHOULD THE

3. IN THE EVENT THAT ANY STANDARDS OR SPECIFICATIONS AS DESCRIBED HEREIN ARE IN CONFLICT WITH EACH OTHER, OR THAT SHOWN IN THE PLANS,

2. ALL CONSTRUCTION IS TO BE GOVERNED BY ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, BUILDING AND SAFETY CODES.

2023 FLORIDA FIRE PREVENTION CODE, EIGTH EDITION

ADMINISTRATION

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY

AMERICANS WITH DISABILITIES ACT (ADA) BY U.S. DEPARTMENT OF JUSTICE

THE WEBSITE FOR THE STANDARD PLANS IS:https://www.fdot.gov/design/standardplans/current/default.shtm

FDOT'S STANDARD PLANS FOR CONSTRUCTION, 2023-2024 EDITION

THE WEBSITE FOR THE STANDARD SPECIFICATIONS IS: http://www.fdot.gov/programmanagement/Implemented/SpecBooks/default.shtm

FDOT'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, JANUARY 2023-24 EDITION

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)

http://publicfiles.dep.state.fl.us/DEAR/DEARweb/Stormwater_training/Manual/FSESCI%20TIER%20I%20Manual%20100318.pdf

THE WEBSITE FOR THE STANDARD SPECIFICATIONS IS:

FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTORS MANUAL

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP)

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT(SJRWMD)

SEMINOLE COUNTY

CITY OF ALTAMONTE SPRINGS

CODES, STANDARDS AND SPECIFICATIONS AS WELL AS THE LATEST EDITIONS OF ALL OTHER APPLICABLE SPECIFICATIONS & STANDARDS:

1. UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION SHALL BE PERFORMED CONSISTENT WITH THE MOST RECENT PUBLICATION OF THE FOLLOWING

GENERAL NOTES:

17. ALL TREES, VEGETATION AND OTHER IMPROVEMENTS OUTSIDE THE LIMITS OF CLEARING AND GRUBBING ARE TO REMAIN.

ADJACENT SURFACES AREAS AND IN RIGHTS-OF-WAYS.

16. DO NOT BURN OR BURY CLEARED OR DEMOLISHED MATERIALS. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON

FROM THE STORMWATER SYSTEM.

STORMWATER MANAGEMENT SYSTEMS, OFF-SITE, OR INTO PUBLIC RIGHTS-OF-WAYS. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF SUCH MATERIAL

15. DO NOT STOCKPILE DELETERIOUS MATERIALS IN OR ALLOW RUNOFF FROM AREAS STORING DELETERIOUS MATERIAL TO FLOW INTO THE EXISTING

APPROXIMATELY PARALLEL TO THE AXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL.

PRIOR TO THE PLACING OF FILL MATERIAL, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED IN A DIRECTION

GROWTH OF GRASS, DECAYED VEGETATION MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS PLACED. IMMEDIATELY

14. IN AREAS REQUIRING FILL MATERIAL, THE CONTRACTOR SHALL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY

INSTALLED FOR WATER AND AIR EXCHANGE OF THE ROOTS. REFER TO THE LANDSCAPE PLANS FOR MORE INFORMATION.

13. IF TWO (2) INCHES OR MORE OF GRADE CHANGE TAKE PLACE INSIDE THE PROTECTION ZONE FOR HERITAGE TREES, AN AERATION SYSTEM MUST BE

12. ROOTS LARGER THAN 1" IN DIAMETER UNCOVERED DURING CONSTRUCTION MUST BE CUT CLEANLY AND RECOVERED WITH SOIL.

TREES TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION.

11. TREE PROTECTION BARRICADES OR EQUIVALENT PROTECTIVE MEASURES WILL BE CONSTRUCTED ACCORDING TO THE LOCAL JURISDICTION'S CRITERIA FOR

AT THE DIRECTION OF THE LANDSCAPE ARCHITECT TO MINIMIZE THE POTENTIALLY ADVERSE IMPACTS OF CONSTRUCTION.

PROPOSED IMPROVEMENTS SUCH AS UTILITIES, WILL REQUIRE THE ADVANCED PRE-TREATMENT OF EACH IMPACTED TREE BY A QUALIFIED ARBORIST OR

10. ANY PROPOSED CUT OR FILL MATERIAL TO BE REMOVED OR PLACED WITHIN THE DRIP LINE OF SPECIMEN TREES TO REMAIN, INCLUDING TRENCHING FOR

9. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT UNNECESSARY TREE REMOVAL.

DESIGNATED IN THE FIELD.

8. THE CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES THAT ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR

ROOTS, OLD PIPE, ETC.

GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL INCLUDING BUT NOT NECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL FILLS, TREE

7. DO NOT ABANDON EXISTING UTILITY MAINS, SERVICES OR CONDUITS IN PLACE. FOR ALL ITEMS NOTED TO BE REMOVED - REMOVE NOT ONLY THE ABOVE

6. UNLESS OTHERWISE NOTED, ALL EXISTING FEATURES AND FACILITIES ARE TO REMAIN.

WITH CLEAN FINE SAND AS RECOMMENDED IN AND IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS

AND FEDERAL REGULATIONS. WHEN APPLICABLE, REMOVE ALL ORGANIC SOILS FROM THE BUILDING AND HEAVY DUTY PAVEMENT AREAS AND BACKFILL

5. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR, IN STRICT ACCORDANCE WITH LOCAL, STATE

BE OUTSIDE THE LIMITS OF CLEARING AND GRUBBING.

STRIPPING OPERATION SHOULD EXTEND 10 FEET BEYOND LIMITS OF NEW DEVELOPMENT EXCEPT WHERE THIS ACTIVITY WOULD BE OFF SITE OR WOULD

4. REMOVE AND/OR STRIP ALL SURFACE VEGETATION, ORGANIC SOILS AND OTHER DELETERIOUS SUBSTANCES FROM THE LIMITS OF DEVELOPMENT, THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS.

3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR

TAKE IN EXCESS OF 60 DAYS AND APPROVAL IS NOT GUARANTEED.

SUBMITTAL TO THE LOCAL AGENCIES AS APPLICABLE. PLEASE NOTE THAT REVIEW OF THE CHANGES TO THE LIMITS OF CLEARING AND GRUBBING MAY

SHALL SUBMIT AN RFI CONTAINING DETAILED AND DIMENSIONED LINE WORK OF THE PROPOSED LIMIT CHANGES TO THE EOR FOR REVIEW AND

ON THE PLANS WITHOUT APPROVAL FROM THE EOR. IN ORDER TO PROPOSE A CHANGE TO THE LIMITS OF CLEARING AND GRUBBING, THE CONTRACTOR

ANY WORK OUTSIDE THE LIMITS OF CONSTRUCTION. THE CONTRACTOR CAN NOT CHANGE THE LIMITS OF CLEARING AND GRUBBING FROM WHAT IS SHOWN

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CLEARLY DESIGNATE THE LIMITS OF CONSTRUCTION ON-SITE. THE CONTRACTOR SHALL NOT PERFORM

DEMOLITION, SUBSURFACE MATERIAL REMOVAL RECOMMENDATIONS AND SITE PREPARATION RECOMMENDATIONS.

BY ARDAMAN & ASSOCIATES, INC., FILE NUMBER 14-6500, DATED MAY 7, 2015. REFER TO THE GEOTECHNICAL REPORTS FOR THIS PROJECT FOR

1. FOR SITE CLEARING, DEMOLITION, GROUND IMPROVEMENT BY PROOF ROLLING AND ENGINEERING FILL REFER TO THE FOLLOWING GEOTECHNICAL REPORTS

DEMOLITION AND CLEARING

THE MANNER THAT COMPLIES WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OF WASTES AND DEBRIS.

IN GOOD ORDER AT THE TIME OF FINAL ACCEPTANCE. CONTRACTOR TO REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS IN

MATERIALS, EROSION CONTROL DEVICES, AND EQUIPMENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESENT THE PROJECT SITE CLEAN AND

11. AFTER COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PERFORM SITE CLEANUP OPERATION FOR REMOVAL OF ALL TRASH, DEBRIS, EXCESS

OF PAVEMENT LIMITS SHALL BE PERMANENTLY SODDED.

WITHIN 7 CONSECUTIVE DAYS OF NO CONSTRUCTION ACTIVITIES. UNLESS OTHERWISE NOTED IN THE LANDSCAPE PLANS ALL DISTURBED AREAS OUTSIDE

10. IN ACCORDANCE WITH FDEP AND WATER MANAGEMENT DISTRICT PERMITS, ALL DISTURBED AREAS SHALL EITHER BE SODDED OR SEEDED AND MULCHED

9. ALL SLOPES 4:1 OR GREATER SHALL BE SODDED. ALL POND SLOPES AND RIGHTS-OF-WAY SHALL BE SODDED.

ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED.

THE RECEIVING WATER BODY EXISTS DUE TO CONSTRUCTION. TURBIDITY BARRIERS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED, SOILS

8. TURBIDITY BARRIERS MUST BE INSTALLED AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SEDIMENTS AND SUSPENDED SOLIDS INTO

FRONT OF THE THROAT OF CURB INLETS, DURING CONSTRUCTION.

OPERATION THAT MAY CAUSE SEDIMENT RUNOFF. FILTER FABRIC SHALL BE PLACED AND MAINTAINED UNDER THE GRATE AND FILTER SOCKS PLACED IN

7. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION RESULTING FROM SURFACE RUNOFF UNTIL COMPLETION OF ALL CONSTRUCTION

6. CONTRACTOR TO UTILIZE STREET SWEEPING DURING CONSTRUCTION AS AN EROSION CONTROL/SOIL TRACKING PREVENTION METHOD AS NECESSARY.

TRANSPORTATION STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. (FDOT SECTION 104).

5. PROVIDE EFFECTIVE TEMPORARY AND PERMANENT EROSION CONTROL FOLLOWING THE REQUIREMENTS IN SECTION 104 OF THE STATE DEPT. OF

PERMIT REQUIREMENTS 48 HOURS PRIOR TO BEGINNING CONSTRUCTION, CLEARING, OR DEMOLITION.

4. IF NECESSARY, THE OWNER AND/OR CONTRACTOR SHALL PROVIDE A NOTICE OF INTENT IN ACCORDANCE WITH CRITERIA SET FORTH IN THE NPDES

SUBMITTED TO CITY OF ALTAMONTE SPRINGS BY THE CONTRACTOR PRIOR TO THE ISSUANCE OF PERMITS.

SWPPP SHALL BE KEPT ON SITE AT ALL TIMES FOR REVIEW BY OWNER'S REPRESENTATIVE AND BY NPDES INSPECTORS. THIS PERMIT MUST BE

CONTINUOUS MONITORING OF EROSION AND SEDIMENT CONTROLS TAKEN AND SHALL DOCUMENT ALL CORRECTIVE MEASURES. A COPY OF THE APPROVED

FILTERS, TEMPORARY GRASSING, ETC., AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS SPECIFICATION. CONTRACTOR SHALL PROVIDE

REQUIRED TO MEET THIS PROVISION THROUGH OUT THE LIFE OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, MURAFI

PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC.

FULLY COMPLETED AND ACCEPTED. CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE ON TEMPORARY EROSION CONTROL FEATURES AT HIS EXPENSE.

VOLUME AND AMOUNT AS THOSE THAT EXIST PRIOR TO COMMENCEMENT OF CONSTRUCTION. THIS CONDITION MUST BE SATISFIED UNTIL PROJECT IS

3. CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORTATION OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE

CONTROL CRITERIA.

MEETING EPA/FDEP NPDES CRITERIA, THE SWPPP SHALL BE SUBMITTED TO AND COMPLY WITH LOCAL AGENCY HAVING JURISDICTION'S MINIMUM EROSION

MINIMIZE EROSION AND INSURE PROPER FUNCTIONING OF STORM WATER MANAGEMENT SYSTEM UPON COMPLETION OF CONSTRUCTION. IN ADDITION TO

2. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ACCORDING TO EPA/FDEP NPDES CRITERIA TO

1. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS AND ALL REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT.

EROSION CONTROL

37. REFER TO THE PROJECT SPECIFICATIONS (SHEET C-006) FOR ADDITIONAL REQUIREMENTS, AS APPLICABLE.

36. DEWATERING FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS IS NOT ANTICIPATED.

CONSTRUCTION ACTIVITIES OF THE PROPOSED WORK.

35. CONTINUOUS ACCESS SHALL BE MAINTAINED TO THE SITE FOR PARK PATRONS ACCESS TO OTHER FACILITIES, TESTING AND INSPECTION DURING ALL

AFFECTING THE WORK AS DESCRIBED IN THE SPECIFICATIONS OR SHOWN IN THE DRAWINGS.

34. NO EXTRA COMPENSATION WILL BE ALLOWED FOR ANY WORK REQUIRED DUE TO A MISUNDERSTANDING OF THE PROJECT SCOPE OR SITE CONDITIONS

ENGINEER'S INTENTION TO CONSTRUCT WHAT IS SHOWN ON THE PLANS.

CALLOUTS AND ACTUAL SHOWN IN PLAN VIEW IS TO BE BROUGHT TO THE ENGINEER'S ATTENTION BY THE CONTRACTOR PRIOR TO BIDDING. IT IS THE

33. THE CONTRACTOR SHOULD VERIFY THE QUANTITIES AND LENGTHS OF MATERIALS SHOWN ON THE PLANS. ANY DISCREPANCY BETWEEN MATERIAL

FOR IN THE CONTRACT, PLANS OR SPECIFICATIONS.

OUTSIDE THE LINES, GRADES OR GRADING SECTIONS ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATION OR REMOVAL IS PROVIDED

32. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE, OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE OR PART OF A STRUCTURE WHICH IS LOCATED

SHALL BE THE MOST IMPORTANT CONSIDERATION.

AND SHALL LIMIT THEIR OPERATIONS IN RELATION TO THE SAFETY AND CONVENIENCE OF THE TRAVELING PUBLIC. UNDER ALL CIRCUMSTANCES, SAFETY

ASSURE THE LEAST INCONVENIENCE TO THE PUBLIC. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT OF VEHICULAR TRAFFIC

31. THE CONTRACTOR SHALL CONTROL AND BE RESPONSIBLE FOR THEIR OPERATIONS AND THOSE OF THEIR SUBCONTRACTORS AND ALL SUPPLIERS, TO

30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND SIGNING FOR SAID INSPECTIONS.

BEAR THE EXPENSES THEREOF.

GOOD ALL INJURIES OR DAMAGES TO ANY PORTION OF THE WORK OCCASIONED BY ANY OF THE ABOVE CAUSES BEFORE FINAL ACCEPTANCE AND SHALL

CAUSE WHETHER ARISING FROM THE EXECUTION OR NON-EXECUTION OF THE WORK. THE CONTRACTOR SHALL REBUILD, REPAIR, RESTORE AND MAKE

DAMAGE, LOSS OR EXPENSE TO ANY PART THEREOF, OR TO ANY MATERIALS STORED ON SITE, BY THE ACTION OF THE ELEMENTS OR FROM ANY OTHER

29. UNTIL FINAL ACCEPTANCE OF THE WORK BY OWNER, THE CONTRACTOR SHALL HAVE THE CHARGE AND CARE OF AND SHALL BEAR THE RISK OF INJURY OR

AND THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS.

THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION

THE LOCAL AGENCY HAVING JURISDICTION OVER SAID ROW FOR THEIR APPROVAL. THIS PLAN MUST MEET THE MINIMUM REQUIREMENTS AS OUTLINED IN

3. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC RIGHT-OF-WAY, CONTRACTOR SHALL DEVELOP AND SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO

PERMIT(S)/APPROVAL(S) FROM ALL JURISDICTIONS RESPONSIBLE FOR SUCH RIGHT-OF-WAY.

2. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC OR UTILITY RIGHT-OF-WAY, CONTRACTOR SHALL OBTAIN AUTHORIZATION(S) AND

APPROVED AND COORDINATED WITH THE FDOT THROUGH THE LOCAL MAINTENANCE OFFICE FOR EACH DISTRICT.

OR COUNTY), DIRECTOR OF PUBLIC WORKS, AND THE JURISDICTION'S ENGINEER. IN ADDITION, ANY WORK WITHIN STATE ROAD RIGHT-OF-WAYS MUST BE

1. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN PUBLIC RIGHTS-OF-WAYS WITH THE RESPECTIVE LOCAL AGENCY(S) HAVING JURISDICTION (CITY

PUBLIC RIGHTS-OF-WAY

27. MANHOLE COVERS SHALL BE ACCESSIBLE AND TRAFFIC RATED IN ACCORDANCE WITH FDOT STANDARD PLAN 425-001 OR APPROVED EQUAL.

PLAN 425-052.

FOR POSITIVE DRAINAGE TO INLETS. ALL INLET GRATES LOCATED IN PEDESTRIAN OR BICYCLE PATHS ARE TO BE STEEL GRATES PER FDOT STANDARD

26. TOPS AND GRATES OF ALL STRUCTURES LOCATED IN PAVED AREAS SHALL MATCH FINISHED GRADE AND CROSS SLOPE. ALL AREAS SHALL BE GRADED

WITH A MINIMUM 5-INCH WALL THICKNESS.

25. ALL DRAINAGE STRUCTURES ARE TO BE TRAFFIC BEARING UNLESS OTHERWISE NOTED. ALL PRECAST CIRCULAR STRUCTURES SHALL BE CONSTRUCTED

MATCH THE PROPOSED GRADE, WHETHER NOTED IN THE PLANS OR NOT.

24. ALL UTILITY GATE VALVE COVERS, MANHOLES, AND OTHER ABOVE GROUND FEATURES WITHIN THE PROJECT LIMITS ARE TO BE ADJUSTED VERTICALLY TO

23. ALL STORMWATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER FDOT SPECIFICATIONS.

22. ALL REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE MINIMUM CLASS III , UNLESS OTHERWISE APPROVED OR NOTED ON THE PLANS OR SPECIFICATIONS.

21. CONTRACTOR TO SAW CUT EXISTING PAVEMENT AT A CLEAN EDGE AND LEVEL ALL FINISH COURSE TO MATCH EXISTING GRADES AND SLOPE.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PAVING SO THAT A SOLUTION OR RECOMMENDATION FOR CORRECTION MAY BE MADE.

DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. IF AN AREA OF POOR DRAINAGE OR AN UNEXPECTED HIGH WATER TABLE IS OBSERVED,

20. THE CONTRACTOR IS RESPONSIBLE FOR PAVING ALL ROADWAYS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE A SMOOTH

19. INLET OFFSETS ARE TO THE CENTERLINES SHOWN ON FDOT DESIGN STANDARD PLANS.

PIPE LENGTHS MUST BE ADJUSTED.

18. STORM PIPE LENGTHS SHOWN ON THE PLANS INCLUDE MITERED END SECTIONS. IF THE CONTRACTOR ELECTS TO USE AN APPROVED ALTERNATE, THE

17. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN THE CENTER OF THE DRIVING LANE OPPOSITE EACH FIRE HYDRANT.

CONSTRUCTION.

THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT GEOTECHNICAL TESTING AND DESIGN HAS BEEN PERFORMED PRIOR TO

HEADWALL/ENDWALL FOOTINGS, RETAINING WALL FOOTINGS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE

16. THE CONTRACTOR SHALL INSURE THAT A MINIMUM SOIL DENSITY OF 98% COMPACTION IS ACHIEVED UNLESS OTHERWISE NOTED FOR PLACEMENT OF ALL

THAT THE SPECIFIED COMPACTION IS MAINTAINED AND ALL DELETERIOUS MATERIALS HAVE BEEN REMOVED.

THE PROOF-ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSED GEOTECHNICAL ENGINEER TO ASSURE

15. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF-ROLLED TO ASSURE THAT PROPER COMPACTION HAS BEEN ATTAINED.

AND CERTIFIED BY A PROFESSIONAL GEOTECHNICAL ENGINEER.

14. ALL SOIL DENSITY TESTING, SUBSURFACE INVESTIGATIONS, AND ALL OTHER GEOTECHNICAL ACTIVITIES ON-SITE OR OFF-SITE SHALL BE SUPERVISED

DISCOVERY USING A DISTRICT APPROVED METHODOLOGY.

IN THE SURFACE WATER MANAGEMENT SYSTEM WITHIN 48 HOURS OF ITS DISCOVERY AND COMPLETE SINKHOLE REPAIR WITHIN 10 DAYS OF SUCH

SYSTEM. THE PERMITTEE MUST NOTIFY THE WATER MANAGEMENT DISTRICT AND LOCAL AGENCY HAVING JURISDICTION OF ANY SINKHOLE DEVELOPMENT

ANNUALLY BY MAY 31ST. OF EACH YEAR. THE PERMITTEE MUST REPORT ANY SINKHOLE THAT DEVELOPS WITHIN THE SURFACE WATER MANAGEMENT

EN-33. TWO COPIES OF THE COMPLETED FORMS MUST BE SENT TO THE WATER MANAGEMENT DISTRICT AND THE LOCAL AGENCY HAVING JURISDICTION

FOR THE OCCURRENCE OF SINKHOLES AND DOCUMENT THESE INSPECTIONS ON WATER MANAGEMENT DISTRICT CONDITION COMPLIANCE FORM NUMBER

NOTIFIED, AND REMEDIAL ACTION WILL BE REQUIRED. THE PERMITTEE MUST INSPECT ALL PERMITTED SURFACE WATER MANAGEMENT BASINS MONTHLY

CONSTRUCTION, EXCAVATION OF THE BASIN MUST BE HALTED IMMEDIATELY, THE OWNER, ENGINEER, AND WATER MANAGEMENT DISTRICT MUST BE

13. IF LIMESTONE BEDROCK IS ENCOUNTERED DURING EXCAVATION OF THE RETENTION BASINS OR A SINKHOLE OR SOLUTION CAVITY FORMS DURING

ELEVATIONS AS DESIGNED WITHIN THE CONSTRUCTION DOCUMENTS.

12. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY EXCESS CUTS OR SUPPLYING FILL AS NECESSARY TO GRADE THE SITE TO THE PROPOSED

UNLESS OTHERWISE NOTED.

MINIMUM SUGGESTED SECTIONS AS OUTLINED IN THE SOILS REPORT'S RECOMMENDATIONS (WHEN MADE PART OF THE CONSTRUCTION DOCUMENTS),

11. CONSTRUCTION OF ROADWAYS SHALL MEET THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE LOCAL AGENCY(S) HAVING JURISDICTION AND THE

AND ANCHOR SOD. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NEWLY PLANTED AREAS.

FOR TEMPORARY STABILIZATION. ALL DISTURBED AREAS TO BE PERMANENTLY STABILIZED SHALL BE SODDED. SOD ALL SLOPES STEEPER THAN 4:1

POSSIBLE TO PREVENT EROSION INTO STREETS, OFF SITE, AND DRAINAGE SYSTEMS. ALL OTHER DISTURBED AREAS SHALL BE SEEDED AND MULCHED

10. INSTALL A MINIMUM 3' SOD STRIP ALONG PERIMETER BACK OF CURB, EDGE OF SIDEWALK OR EDGE OF PAVEMENT AS IS APPLICABLE AS SOON AS

CODE SHALL BE RESOLVED BY CONSTRUCTING ALL IMPROVEMENTS IN ACCORDANCE WITH THE MOST STRINGENT CRITERIA.

LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. ANY DISCREPANCIES BETWEEN THESE PLANS, ADA TITLE III, AND STATE OF FLORIDA ACCESSIBILITY

9. ALL ADA ACCESSIBLE PATHS, ROUTES OR RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE ADA TITLE III REGULATIONS AND THE

INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS SHOULD THE INTENT OF THE PLANS BE UNCLEAR.

CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND CONSULT THE ENGINEER AS NEEDED TO MAKE ANY AND ALL REQUIRED

ADDITION, THE STANDARD CROWN WILL HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE

CONDITIONS VARY FROM THE SURVEYED INFORMATION THE DESIGN WAS BASED UPON IN ORDER TO ACCOMPLISH THE INTENT OF THE PLANS. IN

APPROACHES TO INTERSECTIONS AND ENTRANCE AND EXIT GRADES TO INTERSECTIONS MAY REQUIRE MINOR LOCAL FIELD ADJUSTMENTS SHOULD ACTUAL

TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES.

GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE PROPOSED GRADES AND FLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTHLY

8. GRADES SHALL BE SLOPED AWAY FROM BUILDING(S). ALL PROPOSED PAVING SURFACES IN INTERSECTIONS AND ADJACENT EXISTING SECTIONS SHALL BE

7. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE IN GRASSED, LANDSCAPED, AND PAVEMENT AREAS DURING CONSTRUCTION.

UNAUTHORIZED PERSONNEL IS PREVENTED.

CONTRACTOR SHALL INSTALL FENCES AND TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO INSURE THAT ACCESS TO EXCAVATION BY

6. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO TUNNELS, DITCHES, STORMWATER PONDS, CANALS, ARTIFICIAL LAKES)

DISCREPANCY BETWEEN PLATTED INFORMATION AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY AND IN WRITING.

POSITIONING, BOTH HORIZONTAL AND VERTICAL, INCLUDING MINIMUM BUILDING SETBACKS PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT. ANY

TO STARTING WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO INSURE CORRECT

CORRECT PRIOR TO ANY CONSTRUCTION. IF A PLAT DOES NOT EXIST, CONTRACTOR IS TO VERIFY USE OF THE SURVEY FOR LAYOUT WITH ENGINEER PRIOR

5. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE RECORD PLAT. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THAT THE PLAT IS

TURBIDITY AND SILT PRIOR TO RUNOFF FROM THE SITE.

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ADEQUATELY REMOVE

4. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF STORMWATER RUNOFF TO DOWNSTREAM RECEIVING WATER BODIES OR WETLANDS SHALL BE ALLOWED.

FACILITIES PRIOR TO THE COMMENCEMENT OF OTHER WORK INCLUDED IN THESE PLANS.

3. THE CONTRACTOR SHALL PERFORM ALL WORK PERTAINING TO DRAINAGE INCLUDING EXCAVATION OF STORMWATER MANAGEMENT PONDS OR EQUIVALENT

OPERATION.

OF THE MEANS AND METHODS OF CONSTRUCTION. HOWEVER, THE CONTRACTOR SHALL FURNISH AND INSTALL THE WORKS IN ALL DETAILS AND READY FOR

2. THE CONSTRUCTION DOCUMENTS CALL ATTENTION TO CERTAIN REQUIRED FEATURES OF THE CONSTRUCTION BUT DO NOT PURPORT TO COVER ALL DETAILS

AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES.

SPECIFICATIONS. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES, CUT OUT SOFT SPOTS, FILL LOW SPOTS, GRADE TO CONFORM WITH ALL CROSS SECTIONS, LINES, SLOPES, DIMENSIONS AND ELEVATIONS INDICATED IN THE CONTRACT DOCUMENTS, PLANS AND

1. GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND

SITE PREPARATION, PAVING, GRADING & DRAINAGE

ACCEPTABLE TO THE RESPONSIBLE FIRE DEPARTMENT SHALL BE PROVIDED AND MAINTAINED PER NFPA 1 2024 EDITION.

5. DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHT TO THE SITE, ACCESS ROADS AND A SUITABLE TEMPORARY OR PERMANENT SUPPLY OF WATER

TO MINIMIZE THE HARMFUL EFFECTS TO THE ENVIRONMENT AND PROPERTY.

4. IN THE EVENT OF A SPILL, CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY

STATUES, REGULATIONS, RULES, ORDINANCES, CODES, AND RULES OF COMMON LAW.

COMPLIANCE WITH ALL PRESENT FEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAW, INCLUDING, BUT NOT LIMITED TO ALL SUCH

3. CONTRACTOR AND ITS SUBCONTRACTORS SHALL USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS (AS DEFINED HEREIN) IN

UREA FORMALDEHYDE FOAM INSULATION.

GASOLINE, DIESEL FUEL OR OTHER PETROLEUM HYDROCARBONS, OR (F) WHICH CONTAINS POLYCHLORINATED BIPHENYLS (PCBS), ASBESTOS, LEAD OR

PRESENCE OF OR THREATENS TO POSE A HAZARD TO THE HEALTH OR SAFETY OF PERSONS ON OR ABOUT THE PREMISES, OR (E) WHICH CONTAINS

INSTRUMENTALITY OF THE UNITED STATES, THE STATE IN WHICH THE PREMISES ARE LOCATED OR ANY POLITICAL SUBDIVISION THEREOF, OR (D) THE

OTHERWISE HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY, AGENCY, DEPARTMENT, COMMISSION, BOARD, AGENCY OR

SECTIONS 6901 ET SEQ.), OR (C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC, OR

RESPONSE COMPENSATION AND LIABILITY ACT (42 U.S.C. SECTIONS 9601 ET SEQ.) AND/OR THE RESOURCE CONSERVATION AND RECOVERY ACT (42 U.S.C.

STATUTE, REGULATION, RULE OR ORDINANCE OR AMENDMENTS THERETO INCLUDING, WITHOUT LIMITATION, THE COMPREHENSIVE ENVIRONMENTAL

DEFINED AS A "HAZARDOUS WASTE," "HAZARDOUS SUBSTANCE," POLLUTANT OR CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL

FEDERAL, STATE OR LOCAL STATUTE, REGULATION, ORDINANCE, RULE, CODE, ORDER, ACTION, POLICY OR COMMON LAW, OR(B) WHICH IS OR BECOMES

2. HAZARDOUS MATERIAL MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES INVESTIGATION OR REMEDIATION UNDER ANY PRESENT

AREAS.

COMMENSURATE WITH THE GRAVITY OF THE CONDITIONS. MAKE EVERY EFFORT TO MINIMIZE THE SPREAD OF CONTAMINATION INTO UNCONTAMINATED

APPLICABLE LOCAL, STATE, AND FEDERAL LAWS, RULES, REGULATIONS OR CODES COVERING HAZARDOUS CONDITIONS AND WILL BE IN A MANNER

THE HEALTH AND SAFETY OF THE PUBLIC THAT MAY BE EXPOSED TO ANY POTENTIALLY HAZARDOUS CONDITIONS. PROVISIONS SHALL MEET ALL

OWNER IN WRITING. IMMEDIATELY PROVIDE FOR THE HEALTH AND SAFETY OF ALL WORKERS AT THE JOB SITE AND MAKE PROVISIONS NECESSARY FOR

EXCESSIVELY HOT EARTH; SMOKE; OR OTHER CONDITIONS THAT APPEAR ABNORMAL, IMMEDIATELY CEASE OPERATIONS IN THE VICINITY AND NOTIFY THE

INCLUDING BUT NOT LIMITED TO TANKS OR BARRELS; DISCOLORED EARTH, METAL, WOOD, GROUND WATER, ETC.; VISIBLE FUMES; ABNORMAL ODORS;

1. WHEN ENCOUNTERING OR EXPOSING ANY ABNORMAL CONDITION INDICATING THE PRESENCE OF A HAZARDOUS / TOXIC WASTE, OR CONTAMINANTS

HAZARDOUS MATERIALS:

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LONGWOOD, FLORIDA 32750

651 WEST WARREN AVE. STE 200

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ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON

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16. PROVIDE A MINIMUM OF 3 FT COVER FOR ALL UTILITIES UNLESS OTHERWISE NOTED.

15. MAINTAIN 3' SEPARATION BETWEEN PRESSURE PIPES AND STORM STRUCTURES.

FULL COMPLIANCE WITH NFPA 24.

SPECIFIED IN THE CITY FIRE CODE, UNDERGROUND MAIN AND FIRE HYDRANT INSTALLATIONS ON PRIVATE PROPERTY WILL REQUIRE A FIRE PERMIT AND

HYDRANTS MUST BE IN COMPLIANCE WITH HYDRANT SPACING, LOCATION, DISTRIBUTION, COLOR CODING, AND NEEDED FIRE FLOW MINIMUMS AS

WE WILL ONLY REQUIRE INSTALLATION TO THE WATER PROVIDER'S STANDARDS FOR UNDERGROUND COMPONENTS AND CONNECTIONS. HOWEVER, SYSTEM AND FIRE HYDRANTS ARE LOCATED IN A RIGHT-OF-WAY OR RECORDED EASEMENT AND OWNED/INSTALLED/MAINTAINED BY THE WATER PROVIDER, OF ANY UNDERGROUND MAINS SERVING FIRE HYDRANTS AND/OR FIRE PROTECTION SYSTEMS PRIOR TO ANY INSTALLATION. IF THE WATER DISTRIBUTION

14. AS APPLICABLE, UNDERGROUND UTILITY AND FIRE PROTECTION CONTRACTOR(S) MUST APPLY FOR A FIRE PERMIT FOR THE INSTALLATION OR MODIFICATION

13. MAXIMUM SPACING OF FIRE HYDRANTS IS 500' IN ACCORDANCE WITH CITY OF ALTAMONTE SPRINGS LAND DEVELOPMENT CODE AND NFPA-1.

12. ALL FIRE HYDRANTS AND APPARATUS MUST COMPLY WITH FFPC SECTION 3-5.6 AND SECTION 3-7.1 WHEN APPLICABLE.

CONTRACTOR SHALL PERFORM INTERNAL VIDEO INSPECTION FOR THE GRAVITY SEWER TO CHECK PIPE ALIGNMENT AND DEFLECTION.

11. PIPE ALIGNMENT, DEFLECTION, AND INTEGRITY TESTING SHALL BE PERFORMED BY THE 'LAMPING' METHOD AND UTILIZING VIDEO INSPECTION. THE

OF 48 HOURS PRIOR TO STARTING ANY UTILITIES CONSTRUCTION.

10. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE UTILITIES CONSTRUCTION DEPARTMENT FOR THE CORRESPONDING LOCAL UTILITY PROVIDED A MINIMUM

DENSITY.

THE MODIFIED PROCTOR MAXIMUM DENSITY; ALL OTHER UTILITY TRENCHES SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM

9. UNLESS OTHERWISE NOTED, THE TOP 24 INCHES OF ALL UTILITY TRENCHES WITHIN ROADWAYS IN MAXIMUM 12" LIFTS, SHALL BE COMPACTED TO 98% OF

THE VARIOUS UTILITIES.

UTILITIES AND THEIR MINIMUM CRITERIA AS SET FORTH THEREIN FOR ITEMS SUCH AS MAINTAINING THE MINIMUM SEPARATION DISTANCES BETWEEN

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY COORDINATE THE FINAL DESIGNS AND SUBSEQUENT INSTALLATIONS OF ALL SERVICE PROVIDERS'

LOCATIONS.

RESPONSIBILITY TO ACQUIRE ANY NECESSARY EASEMENTS AS A RESULT OF THE SERVICE PROVIDERS' DESIGNS AND RESPECTIVE INSTALLATION

TO ALLOW THE INSTALLATION OF STREET CROSSINGS, SLEEVES, CONDUITS, POLES, AND OTHER REQUIRED EQUIPMENT. IT IS THE OWNER'S

THE CONTRACTOR SHALL COORDINATE WITH SAID SERVICE PROVIDER TO INSURE PROPER CONSTRUCTION PHASING IS ACHIEVED, CONFLICT FREE, AND

7. THE TELEPHONE, CABLE TV, DATA, AND/OR COMMUNICATION SYSTEMS SHALL BE DESIGNED AND INSTALLED BY THEIR RESPECTIVE SERVICE PROVIDER.

NECESSARY EASEMENTS AS A RESULT OF THE POWER SERVICE PROVIDER'S DESIGN AND RESPECTIVE INSTALLATION LOCATIONS.

CROSSINGS, SLEEVES, CONDUITS, POLES, TRANSFORMERS, AND OTHER REQUIRED EQUIPMENT. IT IS THE OWNER'S RESPONSIBILITY TO ACQUIRE ANY

WITH SAID POWER SERVICE PROVIDER TO INSURE PROPER CONSTRUCTION PHASING IS…