DRAWING SYMBOLS

REFERENCE SYMBOL (TYP.)

DETAIL #

MODIFIER

SHEET WHERE

DETAIL IS LOCATED

A101

1 SIM

WALL SECTIONS

A1 A101

SIM

BUILDING SECTIONS

A1 A101

SIM

A1

A101

SIM

ENLARGEMENT REFERENCE

A101

1 SIM

DETAIL SECTIONS

A101

1 SIM

CASEWORK ELEVATION EXTERIOR ELEVATION INTERIOR ELEVATION

ACCENT WALL FINISH TAG COLUMN GRID DATUM SPOT ELEVATION

ELEVATION LEVEL

1 / A101 A101

DETAIL #

SHEET #

1 RefDETAIL #

SHEET #

A101

Ref1DETAIL #

SHEET #

PT-1

FINISH

DESIGNATION

A

ROOM TAG DOOR TAG

WALL TAG WINDOW TAG CEILING TAG

FURNITURE TAG EQUIPMENT TAG

CASEWORK TAG MATCHLINE BREAKLINE FLOORING INSTALL

DIRECTION

1 Ref

Re f

1 Ref

Re f

1i

Ref1

Re f

Ref1

Re f

AL01

CEILING TYPE

CEILING HEIGHT

24/ 101

INDICATES WIDTH OF CABINET IN

INCHES

INDICATES CABINET DESIGN SERIES

STANDARD

WINDOW PREFIX LEGEND

AL ALUMINUM WINDOW

HM HOLLOW METAL WINDOW

SF STOREFRONT

CW CURTAINWALL

LV LOUVER

WINDOW PREFIX

WINDOW ID

PLUMBING FIXTURE TAGTOILET ACCESSORY TAG

T-XX

NOTE BLOCK TAG

(FOR KEYNOTE LEGEND)

X###

NAME

ELEVATION

A

WC-3 CH-000

A101 A101

(EXISTING)

REVISION TAG

AREA TAG

Area Name

150 SF

Room Name

101A

GB-1 10' - 0"

P-1 PAINT TYPE (IF APPLICABLE)

DIMENSIONING

FACE OF CMU UNIT OR FACE OF

CONCRETE WALL TO FACE OF CMU/WALL

1. DOORS NOT OTHERWISE DIMENSIONED SHALL BE:

A. 8" FROM FACE OF ADJACENT MASONRY WALL TO ROUGH DOOR OPENING.

B. 4" FROM FACE OF ADJACENT STUD WALL TO ROUGH DOOR OPENING.

2. SEE LARGE SCALE DETAILS FOR LOCATIONS AND ALIGNMENTS OF

PARTITIONS NOT DIMENSIONED ON FLOOR PLANS.

3. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TAKEN FROM:

FACE OF STUD TO FACE OF STUD

CENTERLINE OF COLUMN TO

CENTERLINE OF COLUMN

FACE OF CMU OR FACE OF CONCRETE

WALL TO CENTERLINE OF CANOPY COLUMN

A.

B.

C.

D.

DIM.

DIM.

DIM.

DIM.

MATERIAL LEGEND

BATT INSULATION

BRICK

CONCRETE

CONCRETE MASONRY UNIT

CONTINUOUS WOOD MEMBER

EARTH

FINISHED WOOD MEMBER

GYPSUM WALL BOARD

PLYWOOD

INSULATION - RIGID

WOOD BLOCKING

METAL

INSULATION - SPRAY FOAM

SEMI RIGID INSULATION

ATS

TE

FO LF

AD

IR

O

AR13957

E R

S

G

ET RED RA CH

TCETI

I

BR

AN

DAN DECARO

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com A Full Service

A & E Firm

CPH Consulting, LLC.

Plans Prepared By :

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT COMPLETE

SET OF PLANS. SEE GENERAL NOTES

FOR MASTER LEGEND

1992 SW 1ST. STREET

MIAMI, FLORIDA 33135

Ph. (305) 274-4805

Professional Seal

Drawn:

Designed:

Checked:

Project No.:

Issue Date:

Autodesk Docs://M4312.1 Monroe County - Waste Transfer Station/M4312.1_Monroe County Transfer Station_Cudjoe Key.rvt9/11/2024 9:05:54 AM

G003

MO

NR

OE

C

OU

NT

Y T

RA

NS

FE

R

ST

AT

IO

N -C

UD

JO

E K

EY

0 B

LIM

P

RO

AD

CU

DJ

OE

K

EY

, F

L

AB

BR

EV

IAT

IO

NS

DR

AW

IN

G

CO

NV

EN

TIO

NS

© 2024

State of Florida Licenses:

Architect No. AR0013957

Engineer No. 3215 Landscape No. LC0000298

Surveryor No. 7143

100%

CONSTRUCTION

DOCUMENTS

08/16/2024

M4312.1

CPH

KR

PC; AC

& AND

@ AT

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

AC AIR CONDITIONING

ACC ACCESSIBLE

ACOUST ACOUSTICAL

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

AD ACCESS DOOR

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGGR AGGREGATE

AGP ABOVE GRADE PLANE - STORY

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

ATTN ATTENTION

AUTO AUTOMATIC

AV AUDIOVISUAL

BD BOARD

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOB BOTTOM OF BEAM

BOC BOTTOM OF CURB

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMNT BASEMENT

BUR BUILT UP ROOFING

C CHANNEL

C/C CENTER TO CENTER

CAB CABINET

CAT CATEGORY

CB CATCH BASIN

CB CEMENT BOARD

CBU CEMENTITIOUS BACKER UNIT

CCTV CLOSED CIRCUIT TELEVISION

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED, CONTRACTOR

INSTALLED

CG CORNER GUARD

CH CHILLER

CI CAST IRON

CIP CAST-lN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

CUST CUSTODIAL

CW COLD WATER

D DEEP, DEPTH

DBL DOUBLE

DEG DEGREE

DEMO DEMOLISH OR DEMOLITION

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIMS DIMENSIONS

DISP DISPENSER

DIV DIVISION

DMPF DAMP PROOFING

DN DOWN

DO DOOR OPENING

DR DOOR

DRN DRAIN

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EB EXPANSION BOLT

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENG ENGINEER

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE M-CLASS

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN OR FIRE DEPARTMENT

FDC FIRE DEPARTMENT CONNECTION

FDVA FIRE DEPARTMENT VEHICLE ACCESS

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURES AND EQUIPMENT

FFB FLUSH FLOOR BOX

FFEL FINISH FLOOR ELEVATION

FH FULL HEIGHT OR FLAT HEAD

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLASH FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FND FOUNDATION

FO FACE OF OR FINISHED OPENING

FP FIRE PROTECTION

FPG FIREPROOFING

FR FIRE RESISTANT

FRC FIBER REINFORCED CONCRETE

FRP FIBER REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FS FLOOR SINK

FSD FIRE SEPARATION DISTANCE

FT FEET/FOOT

FTG FOOTING

FURN FURNITURE

FURR FURRING

FWC FABRIC WALL COVERING

FWP FABRIC WRAPPED PANEL

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GEN GENERAL

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLASS

GLAZ GLAZING

GR GRADE

GRAN GRANULAR

GRD GROUND

GRFG GLASS FIBER REINFORCED GYPSUM

GSM GALVANIZED SHEET METAL

GV GAS VALVE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HIG

HB HOSE BIB

HC HANDICAPPED OR HOLLOW CORE

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HRC HOSE REEL CABINET

HT HEIGHT

HTG HEATING

HVAC HEATING VENTILATION & AIR

CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IN INCH/INCHES

INCAND INCANDESCENT

INCL INCLUDED/INCLUDING

INFO INFORMATION

INSUL INSULATED OR INSULATION

INT INTERIOR

INTERM INTERMEDIATE

INV INVERT

JAN JANITOR

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

KIT KITCHEN

KO KNOCK OUT

LAM LAMINATE

LAV LAVATORY

LB POUND

LF LINEAR FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LTG LIGHTING

LTWT LIGHTWEIGHT

LVL LEVEL

LVR LOUVER

MAINT MAINTENANCE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MED MEDIUM

MEMBR MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

N NORTH

N/A NOT APPLICABLE AS PART OF THIS

PROJECT

NC NOISE CRITERIA

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NON RATED

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OD OVERFLOW DRAIN

OF OWNER FURNISHED

OFCI OWNER FURNISHED, CONTRACTOR

INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED, OWNER INSTALLED

OH OVERHEAD

OL OCCUPANT LOAD

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P PAINT

PAV PAVING

PBD PARTICLE BOARD

PC PRECAST

PDF POWER DRIVEN FASTENER

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PI. PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PNT PAINT OR PAINTED

POL POLISHED

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PT POINT

PT PRESSURE TREATED

PTD PAINTED

PTN PARTITION

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

R RADIUS/RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED REINFORCING

REINF REINFORCED

REL RELOCATE

REM REMOVABLE

REQ REQUIRE/REQUIRED

REQD REQUIRED

RESIL RESILIENT

REV REVISION/REVISED

RM ROOM

RO ROUGH OPENING

RTD RATED

RTG RATING

RWL RAIN WATER LEADER

S SOUTH

SA SUPPLY AIR

SAF SELF ADHERED FLASHING

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET/FOOT

SH SPRINKLER HEAD

SHR SHOWER

SHT SHEET

SIM SIMILAR

SJ SAW JOINT

SM SHEET METAL

SM SURFACE MOUNTED

SP STANDPIPE

SPEC SPECIFIED OR SPECIFICATION

SPK SPRINKLE

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

SSK SERVICE SINK

STA STATION

STC SOUND TRANSMISSION COEFFICIENT

STL STEEL

STOR STORAGE

STRG STRINGER

STRUCT STRUCTURAL

STRUCT STRUCTURE OR STRUCTURAL

SUBCAT SUBCATEGORY

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TDC TRAFFIC DECK COATING

TEL TELEPHONE/TELECOM

TELE TELEPHONE

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TKBD TACK BOARD

TLT TOILET

TMPD TEMPERED

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE OR TOP OF CURB

TOS TOP OF STEEL

TOW TOP OF WALL

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

URNL URINAL

VAC VENTILATION AND AIR CONDITIONING

VAR VARIES

VCT VINYL COMPOSITION TILE

VER VERIFY

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VISION PANEL

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALL COVERING

W WIDE OR WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WIN WINDOW

WM WIRE MESH

WP WATERPROOF OR WATERPROOFING

WPM WATERPROOF MEMBRANE

WS WEATHER-STRIPPING

WSCT WAINSCOT

WT WEIGHT

WV WATER VALVE

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

YR YEAR

ABBREVIATIONS

NO

DA

TE

RE

VI

SI

ON

MO

NR

OE

C

OU

NT

Y T

RA

NS

FE

R

ST

AT

IO

N -C

UD

JO

E K

EY

0 B

LIM

P

RO

AD

CU

DJ

OE

K

EY

, F

L

DS

LIFE SAFETY & ACCESSIBILITY LEGEND

MAXIMUM TRAVEL DISTANCE PATH

EGRESS DESIGNATION

PRIMARY EGRESS EXIT SIGN

LOCK BOX TAG

FIRE EXTINGUISHER TAG

LOCK BOX - EXACT LOCATION TO BE COORDINATED WITH LOCAL FIRE DEPARTMENT.

MOUNTING HEIGHT 6'-8" A.F.F.

DOOR CAPACITY TAG

FIRE EXTINGUISHER ON WALL BRACKETFE

ACCESSIBILITY CLEARANCES AT MANUAL SWINGING DOORS

ARROW INDICATES DOOR APPROACH

REQUIRED CLEAR SPACE PER

ADA/IBC-ACCESSIBILITY

REFERENCE TO ADA/IBC-ACCESSIBILITY 404.2.4.1

* REFERENCE 404.2.4.3

TO EXIT16' - 0" XX'-XX"

DOOR CLEAR WIDTH

EGRESS CAPACITY

ACTUAL LOAD

DOOR #

EXIT #

33"

XXX

EGRESS CAPACITY OF DOOR PER LIFE

SAFETY CODE (CALCULATED BASED ON

DOOR CLEAR WIDTH)

LIFE SAFETY GENERAL NOTES

1. FIRE EXTINGUISHERS SHALL BE LOCATED IN ACCORDANCE W/ THE REQUIREMENTS OF NFPA 10 & SECTION 13-6 OF NFPA 1 OF THE FFPC LOCATED SO THAT ALL AREAS ARE WITHIN 75' OF AN EXTINGUISHERS. FOR MECHANICAL & ELECTRICAL ROOMS, USE A "2A:10B:C" LOCATED SO THAT ALL AREAS ARE WITHIN 50' OF AN EXTINGUISHER.

2. TACTILE SIGNAGE SHALL BE PROVIDED AT ALL EXIT DOORS TO MEET THE FOLLOWING CRITERIA:

TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT SIGN;

TACTILE SIGNAGE SHALL READ AS FOLLOWS: “EXIT”;

TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1.

3. REFER TO MECHANICAL DRAWINGS FOR THE LOCATION OF FIRE AND SMOKE DAMPERS.

4. COORDINATE WITH ELECTRICAL DRAWINGS FOR THE EXACT LOCATION OF EMERGENCY LIGHTING.

5. REFER TO THE TRAVEL DISTANCE SCHEDULE FOR TRAVEL DISTANCES.

6. ALL SIGNAGE INCLUDING MAXIMUM OCCUPANCY, FIRE EXTINGUISHER INSIDE, EXIT DIAGRAMS, ETC. TO BE IN

ACCORDANCE WITH LOCAL, STATE, AND NATIONAL STANDARDS AND REQUIREMENTS.

7. CONTRACTOR SHALL ORDER THE APPROVED KNOX BOX THROUGH THE COUNTY FIRE MARSHAL'S SYSTEM AND

INSTALL IT AT THE LOCATION DIRECTED BY THE AHJ.

FE

FE

DOOR CLEAR WIDTH

EGRESS CAPACITY

ACTUAL LOAD

DOOR #

EXIT #

33"

101A

2264 SF

PARKING GARAGE

TRUE

NORTH

TO EXIT88' - 0"

PLAN

NORTH

PROJECT SCOPE OF WORK

This project consists of a new (1) one-story, 2,400 sf transfer station fleet garage building for Monroe County. Construction is a pre-engineered metal building.

PROJECT ADDRESS

780 Blimp Road Cudjoe Key, Florida 33042

PARCEL IDENTIFICATION #

00115410-000200

PROPERTY DESCRIPTION

19 66 28 CUDJOE KEY PART OF GOV LT 8 (10.20AC) OR901-1056/57 OR947-1677/78 OR3134-1728

AUTHORITIES HAVING JURISDICTION

• BUILDING Monroe County Building Department

• FIRE Monroe County Fire Mashal’s Office

REFERENCED CODES (FBC CHAPTER 1)

• 2023 Florida Building Code (IBC) FBC

• 2023 Florida Fire Prevention Code (NFPA 1 &101) FFPC

• 2023 Florida Building Code, Energy (IECC) FBC-E

• 2023 Florida Building Code, Accessibility (ADA) FBC-A

• 2020 National Electric Code (NFPA 70)

• Monroe County FL Code Chapter 6

BUILDING DATA

NEW TOTAL BUILDING AREA 2,400 SF

OCCUPANCY (FBC CHAPTER 3 & FFPC CHAPTER 6)

Primary Occupancy Classification FBC 311.3 Storage - S-2 Low-Hazard Storage; FFPC 6.1.13 Storage Occupancy

SPECIAL REQUIREMENTS (FBC CHAPTER 4)

In addition to the occupancy and construction requirements in this code, the provisions of this chapter apply to the occupancies and uses described herein.

SECTION 406 Motor-Vehicle-Related Occupancies

CONSTRUCTION TYPE (FBC CHAPTER 6)

The project is designed to meet the minimum required fire resistance ratings. Refer to the table on this sheet titled "Fire Resistance Rating Requirements for Building Elements (Hours)"

SECTION 602.5 Type VB (Combustible, unprotected)

Fire Resistance Rating Requirements for Building Elements (Hours) (FBC Table 601 & 705.5) Building Element Rating Primary Structural Frame 0-hours Bearing Walls, Exterior 0-hours Bearing Walls, Interior 0-hours Non-Bearing Walls and Partitions, Exterior > 30-Feet, 0-hours (FBC Table 705.5) Non-Bearing Walls and Partitions, Interior 0-hours Floor Construction and associated 0-hours Roof Construction and associated 0-hours

FIRE PROTECTION AND ALARM SYSTEMS (FBC CHAPTER 9 & FFPC)

FBC SECTION 903 Automatic Sprinkler Systems / FFPC 42.3.5

Required: No Provided: No

FBC SECTION 904 Alternative Automatic Fire Extinguishing Systems / FFPC 42.3.5 Required: No Provided: No

FBC SECTION 905 Standpipe Systems / FFPC 42.3.5 Required: No Provided: No

FBC SECTION 906 Portable Fire Extinguisher / FFPC 42.3.5 Required: No Provided: Yes, reference Life Safety Plan for locations.

FBC SECTION 907 Fire Alarm and Detection / FFPC 42.3.4 Required: No Provided: No

GENERAL BUILDING HEIGHTS AND AREAS (FBC CHAPTER 5)

Tabular Allowable Building Height 40’-0” (FBC Table 504.3) Actual/Proposed Building Height ±22’-9”

Tabular Allowable Number of Stories 2-Stories (FBC Table 504.4) Actual/Proposed Building Height 1-Story

Tabular Allowable Building Area 13,500-SF (FBC Table 506.2) Actual/Proposed Building Area 2,400-SF

FBC Section 507 Unlimited Area Building No FBC Section 509 Incidental Uses and FFPC 42.3.2 Protection from Hazards No Incidental uses in the project.

FBC Section 510 Special Provisions No Special Provisions used in the project.

INTERIOR FINISHES (FBC CHAPTER 8)

Flame Spread and Smoke-Developed Indexes (FBC Section 803.1.1 & FFPC Section 10.2.3.3) Class A = Flame spread index 0-25; smoke-developed index 0-450.

Class B = Flame spread index 26-75; smoke-developed index 0-450.

Class C = Flame spread index 76-200; smoke-developed index 0-450.

Interior Floor Finishes – Critical Radiant Flux (FFPC Section 10.2.7.4) Class I interior floor finish shall have a critical radiant flux of not less than 0.45 W/cm2, as determined by the test described in 10.2.7.3.

Class II interior floor finish shall have a critical radiant flux of not less than 0.22 W/cm2, but less than 0.45 W/cm2, as determined by the test described in 10.2.7.3.

Interior Wall, Ceiling, and Floor Finish Requirements (FBC Table 803.11 & FFPC Section 42.3.3) Location FBC Table 803.11 & 804.4.2 FFPC 42.3.3.2 & 42.3.3.3 Exits and Exit Access Corridors Class A, B, or C Interior Wall and Ceiling Finishes Class A, B, or C Class A, B, or C Interior Floor Finish Class I or II Class I or II

MEANS OF EGRESS (FBC CHAPTER 10 & FFPC SECTION 42.2)

Refer to the Egress Capacity Tables for egress by building or area. Refer to the Life Safety Drawings for the occupancy schedules.

Minimum Number of Exits 1 Exit (FBC Table 1006.2.1 & FFPC Section 7.4 & 42.2.4) Maximum Travel Distance 200-Feet (FFPC Section 42.2.6) Maximum Common Path of Travel 50-Feet (FFPC Section 42.2.5) Maximum Dead End Corridor 20-Feet (FBC 1020.4) Minimum Corridor Width 36-Inches (FBC Table 1020.3) Minimum Door Width Required 32-Inches (FBC Section 1005.3.2 & FBC-A Section 404) Minimum Door Width Provided 0.2" per occupant (FBC 1005.3.2 & NFPA 7.3.3.1) But no less than 32" (FBC

Section 1009.1) Note: Refer to the life safety drawings for the location and capacity of all egress components

ENERGY REQUIREMENTS (FBC-E)

The proposed building is intended to be an unconditioned space.

PLUMBING FIXTURE COUNT (FBC TABLE 2902.1 & FBC-P TABLE 403.1)

Per an email discussion with Rick Griffin, Building Official, Monroe County the facility will not be required to meet the minimum fixture count as the facility is intended to protect vehicles.

DESIGN LOADS

Reference structural sheets for design loads

CODE ANALYSIS SUMMARY

4"

MI

N -

" M

AX

WE

IG

HT

lb:

" M

AX

WE

IG

HT

lb:

" M

AX

FINISH FLOOR

FIRE EXTINGUISHERS SHALL BE LOCATED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA-1, SECTION 13.6 AND NFPA-10 OF THE FLORIDA FIRE PROTECTION CODE (FFPC), LOCATED SO THAT ALL AREAS ARE WITHIN 75’ OF AN EXTINGUISHER. QUANTITY AND LOCATIONS WILL BE REVIEWED AND APPROVED

WITH THE AUTHORITY HAVING JURISDICTION.

• PROVIDE ABC DRY CHEMICAL TYPE 2A-10BC, OR EQUIVALENT, LIGHT HAZARD EXTINGUISHER, TYP.

WALL MOUNTED OR CABINET PER PLAN.

PROVIDE BLOCKING

SUPPORT IN WALL

WHERE REQUIRED

WALL MOUNTED

ATS

TE

FO LF

AD

IR

O

AR13957

E R

S

G

ET RED RA CH

TCETI

I

BR

AN

DAN DECARO

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com A Full Service

A & E Firm

CPH Consulting, LLC.

Plans Prepared By :

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT COMPLETE

SET OF PLANS. SEE GENERAL NOTES

FOR MASTER LEGEND

1992 SW 1ST. STREET

MIAMI, FLORIDA 33135

Ph. (305) 274-4805

Professional Seal

Drawn:

Designed:

Checked:

Project No.:

Issue Date:

Autodesk Docs://M4312.1 Monroe County - Waste Transfer Station/M4312.1_Monroe County Transfer Station_Cudjoe Key.rvt9/11/2024 9:05:55 AM

G101

MO

NR

OE

C

OU

NT

Y T

RA

NS

FE

R

ST

AT

IO

N -C

UD

JO

E K

EY

0 B

LIM

P

RO

AD

CU

DJ

OE

K

EY

, F

L

LIF

E S

AF

ET

Y P

LA

N

© 2024

State of Florida Licenses:

Architect No. AR0013957

Engineer No. 3215 Landscape No. LC0000298

Surveryor No. 7143

100%

CONSTRUCTION

DOCUMENTS

08/16/2024

M4312.1

CPH

KR

PC; AC

OCCUPANT LOAD & EGRESS WIDTH CALCULATIONS, 2023 FBC

OCCUPANCY

INTERIOR

AREA (SF)

OCCUPANT

LOAD FACTOR

OCCUPANT

LOAD EGRESS WIDTH

PARKING GARAGE 2264 200 11 2.2

2264 11 2.2

3/16" = 1'-0"1 LIFE SAFETY PLAN

1/2" = 1'-0"2 FIRE EXTINGUISHER LEGEND

THE FLORIDA PRODUCT APPROVALS AND/OR MIAMI DADE N.O.A. INDICATED ARE FOR BASIS OF DESIGN PRODUCTS. THE GC SHALL BE RESPONSIBLE FOR UPDATING THESE APPROVALS WITH THE

JURISDICATION HAVING AUTHORITY PRIOR TO INSTALLING ANOTHER PRODUCT OR SYSTEM.

WALL LOUVER GREENHECK 5IN. (127) DEEP, EXTRUDED ALUMINUM VERTICAL RAIN RESISTENT BLADE LOUVER 23-1030.04 08/06/2025

SIDING

WALL PANELS

ROLLUP WAYNE DALTON 800 SERIES ROLLUP DOOR 23-1129.09 01/11/2027

SWINGING TIGER DOOR EXTREME DUTY HURRICANE SERIES FIBERGLASS SINGLE OUTSWING FL-26591.1

EXTERIOR DOORS

Product Type Manufacturer Description (Model/Series)

Florida Product Approval # Miami-Dade NOA Expiration Date

PRODUCT APPROVALS

NO

DA

TE

RE

VI

SI

ON

MO

NR

OE

C

OU

NT

Y T

RA

NS

FE

R

ST

AT

IO

N -C

UD

JO

E K

EY

0 B

LIM

P

RO

AD

CU

DJ

OE

K

EY

, F

L

C100

M O

N R

O E

C O

U N

TY

T

R A

N

SF

ER

S

TA

TI

O N

C

U D

JO

E

B

LI

M P

R O

A D

, C U

D

JO

E, F

L

GENERAL PROVISIONS

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. CONTRACTOR IS ADVISED TO FAMILIARIZE THEMSELVES WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID.

3. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.

4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS REQUIRED TO PROVIDE SAFETY MEASURES FOR THE PASSING PUBLIC AND THEIR WORKERS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.

5. ATTENTION IS DIRECTED TO THE FACT THAT THAT THESE PLANS MAY HAVE BEEN ALTERED IN SIZE DURING REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.

6. THE CONTRACTOR SHALL FIELD VERIFY ANY AND ALL EXISTING CONDITIONS PRIOR TO COMMENCING CONSTRUCTION, AND SHALL NOTIFY THE ENGINEER PROMPTLY OF ANY

DISCREPANCIES.

7. THE CONSTRUCTION LENGTHS INDICATED IN THESE PLANS ARE APPROXIMATE. ACTUAL LIMITS MAY BE SET IN THE FIELD AS DIRECTED BY THE OWNER/ENGINEER.

8. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME THESE DRAWINGS WERE PREPARED. THE INDICATED LOCATION OF UNDERGROUND UTILITIES, STRUCTURES, AND FACILITIES IS APPROXIMATE, AND REFLECTS THE BEST INFORMATION AVAILABLE FROM SURVEYS AND RECORDS. THE CONTRACTOR SHALL NOT ASSUME ALL INFORMATION IS ABSOLUTELY CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT SIZE, LOCATION DEPTH, HEIGHT, ELEVATION, DIMENSION, AND EXTENT OF ALL UNDERGROUND AND OVERHEAD FACILITIES AND OTHER FEATURES AFFECTING THEIR WORK PRIOR TO PROCEEDING WITH ANY CONSTRUCTION ACTIVITY THAT MAY AFFECT SUCH FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY

FAILURE TO COMPLY WITH THESE INSTRUCTIONS.

9. THE CONTRACTOR SHALL USE EXTREME CARE IN THE INSTALLATION OF STRUCTURES AND PIPING, DUE TO THE CLOSE PROXIMITY OF OVERHEAD AND/OR UNDERGROUND ELECTRICAL

POWER LINES, GAS MAINS, COMMUNICATIONS CONDUITS/CABLES, ETC.

10. THE LOCATION AND ELEVATION OF THE PROPOSED AMENITIES, AS SHOWN ON THE PLANS, IS FOR GRAPHICAL ORIENTATION PURPOSES ONLY. ACTUAL LOCATION OF THE PROPOSED AMENITIES IS TO BE DETERMINED IN THE FIELD UTILIZING THE MINIMUM STANDARDS DEPICTED ON THE PLANS AND THE EXISTING TOPOGRAPHY AND PHYSICAL FEATURES FOUND IN THE FIELD. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE MONROE COUNTY INSPECTOR/ ENGINEER OF THE ACTUAL LAYOUT PROPOSED PRIOR TO ORDERING OF MATERIALS AND/OR

COMMENCEMENT OF WORK.

11. EXCEPT WHERE THE PLANS AND SPECIFICATIONS PROVIDE THAT SUCH WORK SHALL BE PERFORMED UNDER THE CONTRACT FOR THIS PROJECT, ALL UTILITIES INTERFERING WITH CONSTRUCTION SHALL BE REMOVED, RELOCATED OR ADJUSTED BY THEIR OWNERS, AT THEIR EXPENSE. THE CONTRACTOR SHALL ARRANGE THEIR SCHEDULE TO ALLOW UTILITY OWNERS TIME FOR THE NECESSARY RELOCATION AND ADJUSTMENT OF UTILITIES AND RELATED STRUCTURES. THE FOLLOWING UTILITIES MAY HAVE LINES AND FACILITIES WITHIN THE PROJECT

AREA.

A. FLORIDA KEYS AQUEDUCT AUTHORITY.......................................KIMBERLY JUDGE (305) 295-2154 B. KEYS ENERGY ..................................................................................MATTHEW ALFONSO (305) 295-1055 C. AT&T...................................................................................................FARIBORZ FAKHRALSHOARA (786) 478- 2964

12. ABOVE GROUND AND/OR UNDERGROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT- PROCEED WITH CAUTION- THE CONTRACTOR SHALL CALL "SUNSHINE 811" (1-800-432-4700 OR 811) AND THE UTILITY OWNERS IN ADVANCE OF BEGINNING WORK. IN ACCORDANCE WITH CHAPTER 556, FLORIDA STATUS, UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT, THE CONTRACTOR SHALL CONTACT SUNSHINE 811 AT LEAST TWO (2) FULL BUSINESS DAYS PRIOR TO BEGINNING EXCAVATION OR DEMOLITION ACTIVITIES TO ALLOW FOR ALL AFFECTED UTILITIES TO MARK THEIR UNDERGROUND FACILITIES AND RESPOND TO THE POSITIVE RESPONSE SYSTEM. ALTHOUGH ALL UTILITIES ARE REQUIRED TO BE MEMBERS OF SUNSHINE 811 AND TO MARK THEIR RESPECTIVE FACILITIES, CARE SHOULD BE TAKEN IN UNMARKED AND/OR UNKNOWN FACILITIES ARE ENCOUNTERED DURING THE PERFORMANCE OF THE WORK REQUIRED BY THIS PROJECT. THE CONTRACTOR SHALL FURTHER COORDINATE WITH UTILITY OWNERS TO RESOLVE CONFLICTS THAT MAY ARISE IN THE FIELD DURING CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY UTILITIES DAMAGED AS A RESULT OF THE CONTRACTOR'S FAILURE TO CALL "SUNSHINE 811" AND THE UTILITY OWNERS.

13. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI (28 DAY STRENGTH).

14. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IN WRITING AND REQUESTING A CLARIFICATION OF PLANS PRIOR TO DEMOLITION.

15. ADJUSTMENT OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST

THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS , IF REQUIRED.

16. 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.

17. 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.

18. 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.

19. 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.

20. 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.

21. 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.

22. 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.

23. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE

SURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER.

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 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.

C. STORMWATER POND TOP OF BERM AND POND BOTTOM ELEVATIONS AND HORIZONTAL DIMENSIONS MEASURED AT A MINIMUM OF TEN LOCATIONS PER POND, AT LOCATIONS DESIGNATED BY THE ENGINEER. TOP OF POND HORIZONTAL DIMENSIONS ARE ALSO TO BE TIED TO PROPERTY CORNERS, EASEMENTS, AND RIGHTS-OF-WAY.

D. STORMWATER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS, INCLUDING ALL WEIRS, SLOTS, ORIFICES, GRATES, AND SKIMMERS.

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

F. 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, AS APPLICABLE.

G. GRADE ELEVATION ABOVE UTILITY PIPELINE WHERE VERTICAL ELEVATIONS ARE REQUIRED AT ALL UTILITY VALVES, FITTINGS, CONNECTION POINTS, ETC.

H. UTILITY PIPELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT AND RIGHT-OF-WAY LINES, LOCATED EVERY 200-FT PLUS ALL CHANGES IN HORIZONTAL OFFSET.

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. FOR PARKING LOTS, RECORD CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE AISLES AND ISLANDS.

J. ALL PARKING AREAS AND SIDEWALK RAMPS DESIGNATED FOR HANDICAP ACCESS SHALL CONTAIN HORIZONTAL AND VERTICAL MEASUREMENTS IN ORDER TO VERIFY REQUIRED

WIDTHS AND SLOPES HAVE BEEN MET.

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.

5. 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.

6. COMPLETE RECORD DRAWINGS THAT ARE FOUND TO BE SATIFACTORY AS A RESULT OF THE ENGINEER'S REVIEW WILL BE USED AS THE BASEIS FOR THE FINAL PROJECT RECORD DRAWINGS PREPARED BY THE ENGINEER USING THE CONTRACTOR PROVIDED RECORD DRAWINGS PLUS ENGINEER ADDED INFORMATION.

7. COMPLETE SIGNED AND SEALED RECORD DRAWINGS ARE REQUIREED TO BE DELIVERED TO THE ENGINEER 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.

AS-BUILT DRAWINGS

1. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED, AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL CONSTRUCTED AND ADJUSTED FACILITIES. THE CONTRACTOR SHALL PROVIDE TWO PAPER COPIES, ONE AUTOCAD, AND ONE PDF DIGITAL FILE OF THE

CERTIFIED RECORD DRAWINGS TO THE ENGINEER.

2. AS-BUILTS:

A. AS-BUILTS SHALL BE PROVIDED ON THE CPH, LLC. CAD SHEET FILES MATCHING PLAN AND PROFILE VIEWS.

B. CONTRACTOR'S SURVEY TO PROVIDE MUNICIPALITY'S ASSET TABLES IN EXCEL FORMAT ON DISC AND HARD COPY SIGNED AND SEALED.

C. WATER AS-BUILTS SHALL BE SUBMITTED TWO WEEKS PRIOR TO ANY PRESSURE TESTING OF WATERMAIN (PARTIAL CLEARANCE/FULL CLEARANCE).

D. THE REMAINING AS-BUILTS SHOULD BE SUBMITTED AS SOON FOR REVIEW AS EACH SYSTEM IS COMPLETED IN THE FIELD

GENERAL ITEMS FOR AS-BUILT SUBMITTALS:

E. ASSET TABLES-ASSET TABLE ARE TO BE CURRENT FROM LOCAL MUNICIPALITY AND DOWN LOADED FROM THE UTILITIES WEBSITE.

F. WATER- PROVIDE COORDINATES FOR POINT OF CONNECTION, CONSTRUCTED PIPE LOCATIONS THROUGHOUT SYSTEM, VALVE/HYDRANT /BLOW OFF/FLUSHING DEVICE LOCATIONS, SURVEY SEPARATIONS FOR ALL WATERMAIN CROSSINGS AND HORIZONTAL SEPARATIONS, JACK AND BORE LOCATIONS.LENGTH/CASING INVERT ELEVATION, CONFIRMATION OF PIPE

SIZE AND MATERIAL INSTALLED.

G. WATER SEPARATION - SURVEYOR TO PROVIDE ON THE SIGNED AND SEALED DRAWINGS FROM CAD SUPPLIED DRAWINGS OF APPROVED CIVIL PLANS ALL VERTICAL SEPARATIONS (TOP OF BOTTOM PIPE AND BOTTOM OF TOP PIPE) AND ALL HORIZONTAL SEPARATIONS REQUIREMENTS FROM THE LOCAL UTILITY PROVIDER AND FDEP REQUIREMENTS.

H. RECLAIMED WATER/FORCEMAIN/GRAVITY SEWER/LIFT STATION - SURVEYOR TO PROVIDE ON THE SIGNED AND SEALED DRAWINGS FROM CAD SUPPLIED DRAWINGS OF APPROVED CIVIL PLANS THE MUNICIPALITY'S ASSET TABLES AS PROVIDED ON THE UTILITIES PROVIDER'S WEBSITE.

I. FINISHED GRADE SPOT ELEVATIONS, FINISHED FLOOR ELEVATIONS, STRUCTURE CORNER ELEVATIONS, PAVEMENT SPOT ELEVATIONS, ETC.

POTABLE WATER CROSSING:

J. ALL CROSSINGS BETWEEN A POTABLE WATERMAIN AND STORM SEWER, SANITARY SEWER, FORCEMAIN OR RECLAIMED WATERMAIN WILL NEED TO BE FIELD VERIFIED/PHOTOGRAPHED

BY THE CONTRACTOR, VERIFICATION BY THE SURVEYOR ON THE AS-BUILT SHEETS WILL REQUIRE AN ELEVATION ON THE TOP OF THE BOTTOM CROSSING PIPE AND THE ELEVATION OF

THE BOTTOM OF THE TOP CROSSING PIPE.

SIDEWALK & SIGN RESTORATION

1. SIDEWALK SHALL BE CONSTRUCTED ACCORDING TO FDOT INDEX 310, AND SIDEWALK RAMPS SHALL BE CONSTRUCTED ACCORDING TO FDOT INDEX 304, UNLESS A SEPARATE DETAIL IS PROVIDED. SIDEWALK RAMPS SHALL BE CONSTRUCTED TO A MINIMUM THICKNESS OF FOUR (4) INCHES, MINIMUM WIDTH OF FIVE (5) FEET, AND SHALL BE REINFORCED WITH EITHER WELDED WIRE FABRIC OR REINFORCING STEEL BARS, AS SHOWN ON THE PLANS OR AS APPROVED BY THE ENGINEER. SIDEWALKS THROUGH DRIVEWAYS SHALL BE SIX (6) INCHES THICK. THE CONTRACTOR WILL CUT AS SHOWN ON THE STANDARD DETAIL FOR SIDEWALKS AND DRIVEWAY REPLACEMENT.

2. ALL SIGNS SHALL BE INSTALLED ACCORDING TO THE APPROPRIATE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX AND THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION, SECTION 700.

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. 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.

3. 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.

4. THE CONTRACTOR SHALL PROVIDE SILT BARRIERS TO CONTROL EROSION AND SEDIMENTATION FROM MIGRATION OUTSIDE THE LIMITS OF THE PROJECT. SILT BARRIERS SHALL BE

PLACED IN ACCORDANCE WITH FDOT INDEX 102, OR AS DIRECTED BY THE ENGINEER.

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 CONTRACTOR MUST INCLUDE IN THE SWPPP THE NAMES AND ADDRESSES OF ALL THE CONTRACTORS OR SUBCONTRACTORS WHO WILL BE INVOLVED WITH THE MAJOR CONSTRUCTION ACTIVITIES THAT DISTURB SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE. THESE SUBCONTRAVTORS, IN ADDITION TO THE CONTRACTOR, SHALL COMPLY WITH THE REQUIREMENTS OF THE NPDES GENERIC PERMIT AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTRATION

CONTROL AND SHALL SIGN A COPY OF THE CERTIFICATION STATEMENT IN THE SWPPP.

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. 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.

15. 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.

16. 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.

17. 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.

18. THE CONTRACTOR SHALL INCORPORATE PERMANENT EROSION CONTROL FEATURES INTO PROJECT AT EARLIEST PRACTICAL TIME TO MINIMIZE NEED FOR TEMPORARY CONTROLS.

19. 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.

20. 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.

21. 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.

22. 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.

23. 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.

24. 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.

25. 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.

26. 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.

27. 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.

28. 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.

29. 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.

LANDSCAPE / IRRIGATION SYSTEMS

1.