Addendum_#1_-_Clay_Co_FS_24_-_Civil_(2026_02-17)_.pdf

ENGINEER:

GOODSON, BERGEN AND ASSOCIATES

Consulting Engineers

APPLICANT/

DEVELOPER:

VICINITY MAP

C0.01-800-432-4770

BEFORE YOU DIG !

CALL SUNSHINE STATE ONE CALL OF FLORIDA

AT LEAST TWO FULL BUSINESS DAYS BEFORE

DIGGING OR DISTURBING EARTH

Know what's below.

before you dig.Call

R

GENERAL PROJECT INFORMATION

GBA ENGINEERING BUSINESS 32987

JUNE 23, 2023

FL REG # 63060

GBA PROJECT NUMBER - 190161

CL

AY

CO

UN

TY

F

IRE

ST

AT

IO

N 2

C O

U N

T Y

R O

A D

G R

E E

N C

O V

E S

P R

IN

G

S , F

L

CLAY COUNTY FIRE RESCUE

FOR

LANDSCAPE

ARCHITECT:

MEG GAFFNEY-COOKE RLA, LEED AP

BLUE LEAF LANDSCAPE

904-517-1225 www.blueleaflandscape.com

SHEET NO. TITLE

TOPOGRAPHIC SURVEY

COVER SHEET

INDEX OF DRAWINGS

GENERAL NOTES

GEOMETRY AND PAVING PLAN PHASE 1

GRADING AND DRAINAGE PLAN PHASE 2

LANDSCAPE PLAN

EROSION AND SEDIMENT CONTROL DETAILS

C1.0

NPDES DETAIL SHEET #1

NPDES DETAIL SHEET #2

LANDSCAPE SPECIFICATIONS

LANDSCAPE DETAILS

C2.0

C4.0 C5.0 C6.0

C15.0

C7.0

C13.0 C14.0

L1.1

L2.1 L2.2

C3.0

CONSTRUCTION DETAILS

C8.0

CONSTRUCTION DETAILS

C9.0

C16.0

STORM WATER POLLUTION PREVENTION PLAN

GENERAL NOTES

C10.0 C11.0 C12.0

C17.0

PRE DEVELOPMENT DRAINAGE PLAN

POST DEVELOPMENT DRAINAGE PLAN

MAINTENANCE OF TRAFFIC PLAN

C0.0

DEMOLITION PLAN PHASE 1

5105 SWEAT RD

GREEN COVE SPRINGS,

FL 32043

GENERAL

Parcel ID # __________________

Zoning Designation __________________ PUD Ordinance Number __________________ FIRM – Community – Panel __________________ Flood Zones (Show in Plans) __________________ Base Flood Elev. (Show in Plans) __________________ Vertical Datum Used for Project __________________ UtilityAvailability Number __________________

NON-SUBDIVISION

New Impervious Area (bldg) __________________ Total Impervious Area __________________

NA

PO-1

12019C0295E

ZONE X

N.A.V.D.-1988

NA

16,837 SF

015781-001-00

NA

CLAY COUNTY BD OF

COUNTY COMM

ARCHITECT

DASHER HURST ARCHITECTS

1022 PARK STREET, SUITE 208

JACKSONVILLE, FLORIDA 32204

PHONE: 904.425.1190

WWW.DASHERHURST.COM

CONSTRUCTION DETAILS

GO

OD

SO

N B

ER

GE

N &

AS

SO

CIA

TE

S

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E N

T R

A L

P A

R K

W A

Y

S U

IT

E

JA

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ID

A

EDWARD GOODSON/ JEFFREY E. BERGEN, P.E.

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FLORIDA 32224

(OFFICE) (904) 519-7770

(FAX) (904) 519-7776

FL. PE #63060

JEFFREY E. BERGEN, PE

THIS ITEM HAS BEEN ELECTRONICALLY

SIGNED AND SEALED BY

JEFFREY E. BERGEN, PE ON

USING A SHA AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT

ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA

AUTHENTICATION CODE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

77,987 SF

SITE

LOCATION

DEMOLITION NOTES & LEGEND

CLAY COUNTY UTILITY AUTHORITY STANDARD SHEETS

WAT 02

WAT 03

STANDARD WATER CASING, CROSSING TYPE AND PIPE

RESTRAINT DETAILS

STANDARD WATER CASING. CROSSING TYPE AND PIPE

RESTRAINT DETAILS

C19.0 C18.0

C20.0 C21.0

UTILITY PLAN

GRADING AND DRAINAGE PLAN PHASE 1

DEMOLITION PLAN PHASE 2

GEOMETRY AND PAVING PLAN PHASE 2

C22.0

SEPTIC SYSTEM

LANDSCAPE INDEXL1.0

LANDSCAPE PLANL1.2

C23.0

WELL SYSTEMS 2 (SHEET REMOVED)

IRRIGATION PLANI1.1

IRRIGATION DETAILSI2.1

IRRIGATION SPECIFICATIONSI2.2

CONCRETE JOINT PLANC9.0A

VE Rev 13 07-19-2024

REVISIONS

# DATE DESCRIPTION

90% IRC REVIEW4 09-05-2025

S-SPA STANDARD WATER AND SEWER SYSTEM SPECIFICATIONS

C15.1 FENCE DETAILS

WAT 04 STANDARD FIRE HYDRANT AND D.D.C.V BACKFLOW

PREVENTER DETAILS

S-SEW STANDARD SEWER SYSTEM DETAILS

PERMIT SET

90% IRCV.2 REVS5 01-05-2026

ADD # 16 02-17-2026

WELL SYSTEMS 1 (SHEET REMOVED)

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

REVISIONS

# DATE DESCRIPTION

JEFFREY E. BERGEN, PE

THIS ITEM HAS BEEN ELECTRONICALLY

SIGNED AND SEALED BY

JEFFREY E. BERGEN, PE ON

USING A SHA AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT

ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA

AUTHENTICATION CODE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

PERMIT SET

DEMOLITION

PLAN

PHASE 2

C7.0

SCALE IN FEET

20 10 20

1-800-432-4770

BEFORE YOU DIG !

CALL SUNSHINE STATE ONE CALL OF FLORIDA

AT LEAST TWO FULL BUSINESS DAYS BEFORE

DIGGING OR DISTURBING EARTH

Know what's below.

before you dig.Call

R

SF

LEGEND

SILT FENCE

NOTES:

1. CONFIRM ALL TREES IMPACT WITH LANDSCAPE PLANS PRIOR TO

DEMOLITION.

2. SEE ADDITIONAL DEMOLITION NOTES AND LEGEND ON SHEET C3.0.

3. EXISTING WELL SHALL NOT BE USED ONCE NEW SEPTIC SYSTEM

BECOMES OPERATIONAL.

TB SILT FENCE / TURBIDITY BARRIER

INLET SEDIMENT PROTECTION

GENERAL PAVEMENT, BUILDING, CURBING

AND VERTICAL/SURFACE IMPROVEMENT

DEMOLITION, SOIL DISTURBANCE

GENERAL PAVEMENT, BUILDING, CURBING

AND VERTICAL/SURFACE IMPROVEMENT

DEMOLITION, SOIL DISTURBANCE (SEE

SPECIAL DEMOLITION NOTE ON PLAN)

NOTE:

ALL SITE CLEARING AND GRUBBING ACTIVITIES

HAVE BEEN COMPLETED. ALL EXISTING

IMPROVEMENTS SHOWN TO BE REMOVED ARE STILL

REQUIRED TO BE REMOVED.

TREE PROTECTION BARRICADE

XXXX

X X

X X

X X

X X

X X X X X X X

X X

X X

X X

X X

X

XX

W

SF

W

W

W W

W W

W W

W

W W

PROPOSED

FIRE STATION

4 BAYS / 16,633 S.F.

(REFER TO ARCHITECTURAL PLANS FOR

EXACT BUILDING DIMENSIONS)

F.F.E. =65.50

D O

N O

T EN

TER

D O

N O

T EN

TER

0 4 9 5

57 58 59

8 5 0 5 1 5

SWMF-1

R A

M P

D O

W N

RAMP

DOWN

RAMP

DOWN

EXISTING LIVING

QUARTERS

SWEAT ROAD

CO

UNTY RO

AD No. 226

.0

.051

.0

.0 52

.0

50.0

52.0

54.0

.0

RAMP

DOWN

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SFSFSF

SFSFSFSFSFSFSF

W

CHK VLVE

T B

PROPERTY LINE

SPECIAL DEMOLITION NOTE:

EXISTING GARAGE AND CONCRETE APRONS TO BE

DEMOLISHED SOONER THAN OTHER PHASE 2 ELEMENTS

TO ALLOW FOR THE CONSTRUCTION OF THE NEW SEPTIC

SYSTEM DRAIN FIELD. THIS SHALL BE COORDINATED WITH

THE CLAY COUNTY FIRE DEPARTMENT

INSTALL AND MAINTAIN SILT FENCE DURING

CONSTRUCTION PERIOD.

DO NOT REMOVE UNTIL ALL IS STABILIZED AND

GROUND COVER IS WELL ESTABLISHED.

8" THICK CRUSH-CRETE PAVEMENT

ADDED IN PHASE1 TO BE

DEMOLISHED

CONCRETE BLOCK

PUMPHOUSE / WELL TO BE

DEMOLISHED (SEE NOTE 3)

DRAIN FILL AND SEPTIC TANK TO BE

DEMOLISHED/ ABANDONED BY A LICENSED

CONTRACTOR SEPTIC / WELL

BUILDING TO BE

DEMOLISHED

REMOVE CONCRETE

SIDEWALK

REMOVE CONCRETE PAVEMENT

SILT FENCE / TURBIDITY BARRIER DURING

PHASE 2 POND EXPANSION

TREE PROTECTION

SYNTHETIC HAY BALES

INLET SEDIMENT

PROTECTION

(TYP.)

PROVIDE INLET SEDIMENTATION CONTROLS AT NEW

INLETS DURING CONSTRUCTION UNTIL SURROUNDING

AREAS ARE STABILIZED (TYP.)

SF SF

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M

22003

6/23/2023

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

REVISIONS

# DATE DESCRIPTION

JEFFREY E. BERGEN, PE

THIS ITEM HAS BEEN ELECTRONICALLY

SIGNED AND SEALED BY

JEFFREY E. BERGEN, PE ON

USING A SHA AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT

ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA

AUTHENTICATION CODE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

PERMIT SET

SCALE IN FEET

20 10 20

1-800-432-4770

BEFORE YOU DIG !

CALL SUNSHINE STATE ONE CALL OF FLORIDA

AT LEAST TWO FULL BUSINESS DAYS BEFORE

DIGGING OR DISTURBING EARTH

Know what's below.

before you dig.Call

R

RAMP

DOWN

GEOMETRY AND

PAVING PLAN

PHASE 1

C8.0

# OF PARKING STALLS

TRUNCATED DOMES DETECTABLE

WARNING SURFACE (ADA COMPLIANT)

CURB TRANSITION

CT

BENCHMARK LOCATION

CURVE DATA

NO.

C1 72.00 66.60 35.9053° 0' 0"

C2 63.00 30.42 15.5127° 39' 44"

RADIUS DELTA TANGENT LENGTH

LEGEND

R1-1 (36"x36")

TAG SIGN

2 (12"x18")

(12"x4")

SIGN LEGEND

GEOMETRY NOTES:

1. ALL CURB RADII ARE 4.5' UNLESS NOTED

OTHERWISE.

2. ALL SIDEWALK RADII ARE 5' UNLESS NOTED

OTHERWISE.

3. REFER TO ARCHITECTURAL PLAN FOR EXACT

BUILDING DIMENSIONS

SIDEWALK RAMP (SLIP RESISTANT)

(ADA COMPLIANT)

R5-1 (30")

INDICATES SIGNS TO BE

MOUNTED BACK TO BACK

A

PARKING SUMMARY

STANDARD (9X18) (PUBLIC)......... =20

HC PARKING (12X18)..................... = 2

STANDARD (9X18) (SECURED).... = 16

TOTAL VEHICLE PARKING........... =38

BICYCLE PARKING......................... =2

HD

SD

CONCRETE SIDEWALK

5 (18"x12")

LOW EMITTING,

FUEL EFFICIENT

VEHICLE

PARKING ONLY

HEAVY DUTY (HD) CONCRETE

PAVEMENT

SUPER DUTY (SD) CONCRETE

PAVEMENT (ON SITE)

STANDARD DUTY (STD) ASPHALT

PAVEMENT

HEAVY DUTY (HD) ASPHALT

PAVEMENT

CRUSH-CRETE

7 " EMERGENCY VEHICLE

EXIT" (24") LOCATED

BELOW " DO NOT ENTER

SIGN"

ELECTRIC VEHICLE

6 (18"x12")

ELECTRIC

VEHICLE

PARKING ONLY

XXXX

X X

X X

X X

X X

X X X X X X X

X X

X X

X X

X X

X

XX

DRAIN FIELD

TOP EL=64.0

PROPOSED

FIRE STATION

4 BAYS / 16,633 S.F.

(REFER TO ARCHITECTURAL PLANS FOR

EXACT BUILDING DIMENSIONS)

F.F.E. =65.50

3' CT

D O

N O

T EN

TER

D O

N O

T EN

TER

SWMF-1

6' CT

6' CT

3' CT

R A

M P

D O

W N

RAMP

DOWN

RAMP

DOWN

SWEAT ROAD

CO

UNTY RO

AD No. 226

SD

SD

3' CT

3' CT

3' CT

3'

CT

3' CT

3' CT

6' CT

RAMP

DOWN

HD

3' CT

3' CT

HD

HD

3' CT

CHK VLVE

PROPERTY LINE

3 A

A 7 1

1 1

DUMPSTER ENCLOSURE

SEE ARCHITECTURAL

DRAWINGS. SEE SHEET

C13.0 FOR CONCRETE PAD

M

ATCH EXISTING

PAVEM

ENT EDG

E

24" VALLEY G

UTTER

18" RIBBON

CURB

18" RIBBON CURB

18" CURB AND GUTTER

CONCRETE SIDEWALK

2' WIDE - RADIAL DETECTABLE

WARNING SURFACE

24" VALLEY G

UTTER

RIBBON

CURB

18" RIBBON CURB

(TYP.)

8 8

WHEEL STOP

(TYP-5)

SEE H.C. PARKING

DETAIL FOR

STRIPING

GENERTOR

CONCRETE PAD

24" THERMOPLASTIC STOP BAR

24" THERMOPLASTIC STOP BAR

EXISTING LIVING QUARTERS

18" CURB AND GUTTER (TYP.)

C1

SEE CURVE

DATA THIS

SHEET

C2

DRIVE ℄

80.16'

M

ATCH EXISTING

PAVEM

ENT EDG

E

DRIVE ℄

24" THERMOPLASTIC

STOP BAR

GATE LOOP DETECTOR

GATE ACCESS PANEL WITH BOLLARDS

24' SLIDING

CANTILEVER GATE

2' WIDE CONCRETE

TROUGH FOR

GATE SLIDE

BOLLARD POST

(TYP-16)

8" THICK REINFORCED

CONCRETEPAVEMENT

12" HIG

H LETTERING

(THERM

O

PLASTIC) (TYPICAL

FO

R 2 LO

CATIO

NS)

FIRE HOSE BIB

CONCRETE PAD FOR 1 DERO BIKE

RACK (2 SPACES)

SEE SHEET C14.0 FOR DETAILS

10.00'

5.00'

.6

7'

7.

7.

9.

T Y

P

FIRE HYDRANT

FIRE DEPARTMENT

CONNECTION (FDC)

PEDESTAL

44.57'

8" THICK CRUSH-CRETE

6" SOLID

YELLOW STRIPE

10'

4H:1V

4H :1

V

4H :1

V

4H:1V

SEPTIC FIELD (CONSTRUCT

FOLLOWING THE DEMOLITION

OF EXISTING APPARTUS

GARAGE

21.08'

R1-1 STO

P SIG

N EAST FACING

W

ITH R5-1 DO

NO

T ENTER SIG

N

AND " EM

ERG

ENCY VEHICLE

EXIT" SIG

N O

N W

EST CR226

RO

AD SIDE O

F PO

LE (TYP.)

R1-1 STO

P SIG

N EAST FACING

W

ITH R5-1 DO

NO

T ENTER SIG

N

AND " EM

ERG

ENCY VEHICLE

EXIT" SIG

N O

N W

EST CR226

RO

AD SIDE O

F PO

LE (TYP.)

UNDERGROUND LP

TANK LOCATION

EV

CHARGER

93°23'34"

9.80'

67°21'12"

6.

XFRMR

CONCRETE PAD

MAN GATE W/

CARD READER

FLAG POLE

10.00'

.0

0'

8.50'

R5.00'

SEE SHEET C15.1

FOR FENCE

DETAILS

.0

0'

9.

.0 0'

8.

18.00' 6.00'

4.

.5

0' 8.

.5

0'

.3 7'

.3

7'

R

.0 0'

R51.00'

R31.00'

72.00' (DROP CURB)

6.00'

7.

22.00'

18.00' 12.00' 12.00' 18.00'

24.00'

5.00'

266.03' 27.67'

.0

0'

S

P

.0

O .C

.2 2'

.0

0'

.0 0'

9.

T

Y P

12.00' 12.00' 18.00'

R15.00'

R14 .00

R14.00'

R30.00'

.0

0'

.0

0'

.0 0'

.3

7'

79.33'

97.34'

75.50'

FUTURE BUILDING EXPANSION

FUTURE

BLDG

EXPANSION

53°0'0"

27°39'44"

45.59'

31.58'

59.25'

R

.0 0'

297.03'

27.34'

.3

3'

.8

3'

R28.00'

106°18'0"

25.67' 144.67'

6.00' 16.00'

.0

0' 7.

AERATION AND

FILTERING TANKS

FIRE PUMP WELL

WELL HOUSE W/ FIRE PUMP AND ELECTRICAL

DOMESTIC & IRRIGATION

WATER WELL

R12.00'

.3

3'

R18.00'

9.

5.50'

DOMESTIC WELL & PUMP

R50.00'

3.

R4.00'

264.33'

8.00'

MONUMENT SIGN.

SEE ARCHITECTURAL

SHEETS

R31.00'

10.00'

SEE ARCHITECTURAL

PLANS FOR THIS AREA

4.00'

2.00'

2.00'

.0

0' 9.

.0

0' 9.

(T Y

P

.0

0'

.0 0'

.0

0' 5.

9.

9.

.5

0'

24.00'

R3.

R 3.50'

.3

7'

55.00'

18.00'

.2

2'

99.44'

R 20.00'

97°0'0"

78°14'9" 60.86'

R19.00'

R 8.

R19 .0

0'

R24.00'

53.26'

.0

0'

.0

0'

18.00'

R4.50'

02/17/2026

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M

22003

6/23/2023

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

REVISIONS

# DATE DESCRIPTION

JEFFREY E. BERGEN, PE

THIS ITEM HAS BEEN ELECTRONICALLY

SIGNED AND SEALED BY

JEFFREY E. BERGEN, PE ON

USING A SHA AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT

ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA

AUTHENTICATION CODE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

PERMIT SET

GRADING AND

DRAINAGE

PLAN PHASE 1

C10.0

SCALE IN FEET

20 10 20

DRAINAGE LEGEND

PAVEMENT SPOT ELEVATION

EXISTING SPOT ELEVATION

GROUND ELEVATION

65.35

65.20 64.70

65.0

51.00 (ME)

TOP OF CURB OR SIDEWALK/

EDGE OF PAVEMENT

APPROX. ELEVATION - MATCH EXISTING

NOTES:

1. UNLESS OTHERWISE NOTED, INSTALL

CONCRETE SPLASH BLOCKS AT ALL ROOF

DRAIN DOWNSPOUTS

2. COORDINATE ALL EARTHWORK ACTIVITIES

WITH GEOTHECNICAL AND

ENVIRONMENTAL REPORTS

3. ALL DISTURBED AREAS SHALL BE SODDED

WITH BAHIA SOD, UNLESS OTHERWISE

NOTED ON THE LANDSCAPE PLAN.

4. ALL SIDEWALKS HAVE A MINIMUM 2' WIDE

SHOULDER WITH SLOPE MATCHING

SIDEWALK CROSS SLOPE.

5. ALL CLEANOUTS IN VEHICLE USE AREAS

SHALL HAVE H20 RATED COVERS.

6. THE STORM DRAIN SYSTEM IS REQUIRED

TO BE TELEVISE INSPECTED.1-800-432-4770

BEFORE YOU DIG !

CALL SUNSHINE STATE ONE CALL OF FLORIDA

AT LEAST TWO FULL BUSINESS DAYS BEFORE

DIGGING OR DISTURBING EARTH

Know what's below.

before you dig.Call

R

65.40

65.3 TOP OF PAVEMENT OR SIDEWALK/

GROUND ELEVATION

XXXX

X X

X X

X X

X X

X X X X X X X

X X

X X

X X

X X

X

XX

W

DRAIN FIELD

TOP EL=64.0

W

W

W W

W W

W W

W

W W

PROPOSED

FIRE STATION

4 BAYS / 16,633 S.F.

(REFER TO ARCHITECTURAL PLANS FOR

EXACT BUILDING DIMENSIONS)

F.F.E. =65.50

3' CT

D O

N O

T EN

TER

D O

N O

T EN

TER

.23

.77

.60

.34

.66

.0351

.51

.56

.61

.70

.80

.46

.30

.23

.42

.77

.07

.99

.49

.23

.68

.75

.36

.81

.11

.38

.34

.42

.26

.94

.28

.37

.46

.58

.42

.62

.73

.04

.14

.93

.88

.50

.11

.3261 .15

.90

.54

.72

.61

.24

.06

.07

.64

.33

.92

.02

.41

.15

.08

.55

.19

.35

.39

.50

.98

.69

.75

.19

.13

.39

.90

.06

.79

.21

.57

.77

.76

.23

.78

.23

.77

.60

.34

.66

.03

.89

.72

.22

.27

.85

.48

.7149

.82 .78

.10

.07

.70

.56

.56

.85

.71

.57

.08

.78

.13

.91

.08

.00

.22

.05

.99

.85

.70

.55

.37

.93

.58

.81

.26

.76

.86

.23

.36

.59

.3458 .79

.04

.99 58

.65

.64

.17

.15

.79

.51

.14

.89

.74

.63

.90

.02

.17

.39

.37

.15

.48

.07

.72

.91

.59

.23

.43

.54

.36

.18

.72

.61

.08

.75

.99

.50

.48

.49

.94

.79

.64

.75

.80

.85

.17

.62

.88

.75

.24

.62

.58

.91

.47

.63 .69

.79

.91 .93

.27

.02 .04

.99

.91

.85

.16

.42

.45

.60

.27

.80

.17

.11

.45

.90

.91

.14

.70

.60

.15

.33

.29

.92

.85

.80

.87

.31

.48

.97

.24

.97

.96

.73

.08

.99

.81

.12

.13

.05

.94

.84

.61

.08

.49

.39

.49

.90

.19

.55

.67

.51

.56

.61

.70

.80

.46

.30

.23

.42

.77

.07

.99

.49

.23

.68

.75

.36

.81

.11

.38

.34

.42

.26

.94

.28

.37

.46

.58

.42

.62

.73

.04

.14

.93

.88

.50

.11

.3261 .15

.90

.54

.72

.61

.24

.06

.07

.64

.33

.92

.02

.41

.15

.08

.55

.22

.15

.22

.63

.02

.93

.56

.59

.36

.35

.57

.66

.79

.31

.84

.17

.64

.29

.19

.35

.39

.50

.98

.69

.75

.19

.13

.39

.90

.06

.79

.21

.57

.77

.76

.23

.78

.89

.72

.98

.05

.21

.63

.31

.3765 .37

.22

.27

.85

.48

.7149

.82 .78

.10

.07

.70

.56

.56

.85

.71

.57

.08

.78

.13

.91

.08

.00

.22

.05

.99

.85

.70

.55

.37

.93

.58

.81

.26

.76

.86

.23

.36

.59

.3458 .79

.04

.99 58

.65

.64

.17

.15

.79

.51

.14

.89

.74

.63

.90

.02

.17

.39

.37

.15

.48

.07

.72

.91

.59

.23

.43

.54

.36

.18

.72

.61

.08

.75

.99

.50

.48

.49

.94

.79

.64

.75

.80

.85

.17

.62

.88

.75

.24

.62

.58

.91

.47

.63 .69

.79

.91 .93

.27

.02 .04

.99

.91

.85

.16

.42

.45

.60

.27

.80

.17

.11

.45

.90

.91

.14

.70

.60

.15

.33

.29

.92

.85

.80

.87

.31

.48

.97

.24

.97

.96

.73

.08

.99

.81

.12

.13

.05

.94

.84

.61

.08

.49

.39

.49

.90

.19

.55

.67

.92 .29

.03

.30 .31

.46

.4965

.42

.55

.31

.20

.64

.51

.68

.72

.95

.94

.03

.26

.31

.48

.49

.22

.15

.22

.63

.02

.93

.60

.67

.93

.98

.82

.83

.60

.46

.96

.88

.19

.90 .65

.84

.34

.39

.08

.01

.95

.74

.69

.16

.87

.63

.43

.76

.35 56

.76

.00

.36

.62

.07

.32

.87 65

.06

.40

.24

.48 56

.71 65 .44

.26 60

.89

.64 57

.45 .77

.45

.89 59

.44

.38

.56

.59

.00

.36

.35

.57

.66

.79

.31

.84

.17

.64

.29

.98

.05

.21

.63

.31

.3765 .37

.92 .29

.03

.30 .31

.46

.4965

.42

.55

.31

.20

.64

.51

.68

.72

.95

.94

.03

.26

.31

.48

.49

.60

.67

.93

.98

.82

.83

.60

.46

.96

.88

.19

.90 .65

.84

.34

.39

.08

.01

.95

.74

.69

.16

.87

.63

.43

.76

.35 56

.76

.00

.36

.62

.07

.32

.87 65

.06

.40

.24

.48 56

.71 65 .44

.26 60

.89

.64 57

.45 .77

.45

.89 59

.44

.38

.00

0 4 9 5

57 58 59

8 5 0 5 1 5

SWMF-1

6' CT

6' CT

3' CT

R A

M P

D O

W N

RAMP

DOWN

RAMP

DOWN

SWEAT ROAD

CO

UNTY RO

AD No. 226

SD

SD

3' CT

3' CT

.0

.051

.0

.0 52

.0

50.0

52.0

54.0

.0

3' CT

3'

CT

3' CT

3' CT

6' CT

RAMP

DOWN

HD

3' CT

3' CT

61.0 62.0 63.0

63.0

HD

HD

3' CT

W

CHK VLVE

50.70 (ME)

51.00 (ME)

50.86 (ME)

S-20

TYPE "E" INLET

GRATE EL. 50.90

INV. 47.46

.1

51.25

51.60

.10

S-13

CURB INLET

GRATE EL. 51.50

INV49.12 (SE)

INV48.40 (N)

S-12

CURB INLET

GRATE EL. 54.56

INV.51.38 (SE)

INV. 50.40 (NW)

S-11

CURB INLET

GRATE EL. 59.66

INV. 56.89 (SE)

INV. 53.20 (NW)

S-10

CURB INLET

GRATE EL. 63.85

INV. 59.00

S-19

MES (FDOT INDEX 430 - 022)

(WITH BARS)

INV. 47.40

S-21

MES (FDOT INDEX 430-022)

(WITH BARS)

INV. 47.51

S-6 CONTROL STRUCTURE (CS-1)

MOD. TYPE "H" INLET

GRATE EL. 52.33

INV.48.56 (E)

INV.48.18 (S)

INV.48.20 (W)

(SEE C.S. DETAIL, SHEET C15.0)

S-4

TYPE "E" INLET

GRATE EL. 60.91

INV. 57.97 (E)

INV. 53.80 (W)

INV. 58.24 (SW)

S-5

TYPE "E" INLET

GRATE EL. 55.83

INV.52.91 (E)

INV. 49.40 (N)

S-3

TYPE "E" INLET

GRATE EL. 63.90

INV.59.60

S-2

TYPE "C" INLET

GRATE EL. 63.80

INV.61.27

S -1

TYPE "C" INLET

GRATE EL.64.37

INV.61.50

65.0 65.0

65.0

65.3

65.0

65.50

.37

64.37

143 LF OF 15" HP PIPE @ 1.14 %

4H:1V TO EXIST./

PROPOSED GRADE

(TYP. UNLESS

OTHERWISE NOTED)

SLOPE NOT TO

EXCEED 5 %

3' SHOULDER

@ S = 2%

2.00'

SHOULDER

PROPERTY LINE

51.00

50.60

50.30 (ME)

51.3050.80

.45

.50

.50

.50

65.50

65.50

65.50

65.20

64.70 65.2064.70

65.50

65.50

.50

65.50

65.46

65.50

65.0 65.0

63.05

62.95

62.4562.77

62.27

62.5062.00 62.35

61.85

61.861.

61.24

61.2460.74 61.03

60.91

61.53

61.03

52.03

51.53

56.45

55.95

55.83 56.4555.95

62.07

64.0

65.10 64.60

65.30

64.80

64.76 64.26

63.90

64.60

64.10

63.85

59.66

60.05

59.90

57.65

57.50

57.76

57.26

74.00' (DROP CURB)

.63

.13

63.6063.10

63.47

.57

63.2162.71

63.50

63.50

63.50

64.2763.77

62.85 62.35

65.7565.25

64.8

65.06

64.9764.47

65.25

65.46

65.37 64.87

65.22

64.72

65.2264.72

.37

.0

.5

65.0064.50

64.97

64.47

65.37 64.87

.57

64.79 64.29

64.17

65.02 64.5264.40

64.

64.

64.4263.92

63.80

.20

64.8564.35

150 LF OF 15" HP PIPE @ 1.14 %

105 LF OF18" HP PIPE @ 0.85%

73LF OF 18" HP PIPE @ 0.85%

22 LF OF18" HP PIPE @ 0.21%

44 LF OF 15" HP PIPE

118 LF OF 15" HP PIPE

@ 1.55%

136 LF OF 15" HP PIPE @ 1.55%

50 LF OF 12"X18" WRCP @ 2.57%

55LF OF 24" X 38"

ERCP PIPE

155 LF OF 15" HP PIPE

@ 0.29 %

19 LF OF 24" HP PIPE

@ 0.1 %

56 LF OF 24" X 38"

ERCP PIPE

47 LF OF 24" X 38"

ERCP PIPE

117 LF OF 15" HP

PIPE @ 0.2%

33 LF OF 15" HP PIPE

S-7

TYPE "E" INLET

GRATE EL.52.50

INV. 48.02

(SEE DETAIL SHEET 14)

S-8

MES (FDOT INDEX 430-021)

SLOPE 4H:1V

INV. 48.00

S-18

MES (FDOT INDEX 430-022)

(WITH BARS)

INV.47.26

S-17

MES (FDOT INDEX 430-022)

(WITH BARS)

INV.47.20

S-14

TYPE "E" INLET

GRATE EL. 61.85

INV.58.50

.70

.20

65.50 65.00

.50 65.40

65.3

65.9665.46

.50

.4

.364.0

63.35

62.85

51.50

65.40

65.3

STRAIGHT GRADE DITCH (TYP.)

3' BOTTOM WIDTH DITCH

W / 4H:1V SIDE SLOPE ON ROAD

SIDE, 3H:1V SIDE SLOPE ON BACK

SIDE

3H:1V TO EXIST./

PROPOSED GRADE

(TYP. UNLESS

OTHERWISE NOTED)

65.72 65.22

65.42

65.35 65.3

65.3 65.3

.3

65.0

65.0

65.065.0

64.0 65.3

10.00'

SHOULDER

5.00'

SHOULDER

.0

.9

65.

65.0

.35 65.46

65.4

64.84

64.34 64.09

64.21

64.

64.

64.7164.21

64.5264.02

64.60

65.40

65.3

65.50

65.38 65.45 65.4

.7

62.3

.77

63.1

.5

65.0

65.50

65.48

.43

65.36

65.41

65.21

65.1

65.0

64.0

65.50

65.0

65.50

.0

64.7

64.28 63.78

12" PVC @

S = 4.34%

C.O.

INV. 62.15

C.O.

INV. 63.5

C.O.

INV. 63.20

ROOF DRAIN COLLECTOR

8" PVC SDR26 (TYP.) @ S = 1.0% (MIN.)

C.O.

INV. 62.55

ROOF DRAIN COLLECTOR

8" PVC SDR26 (TYP.) @ S = 1.0% (MIN.)

S-9

TYPE "C" INLET

GRATE EL. 64.0

INV. 61.00 (NE, NW)

INV. 59.26 (SW)

73 LF OF 12" HP PIPE

@ S = 0.35%

ROOF DRAIN COLLECTOR

8" PVC SDR26 (TYP.) @ S =

1.0% (MIN.)

C.O. (H20 RATED COVER)

INV. 62.35

C.O.

PEDESTRIAN / ADA RATED

CLEAN OUT LID / COVER

INV. 63.10 C.O. (H2O RATED COVER)

INV. 63.50

.4

65.50

4H:1V TO

EXIST. GRADE

SHOULDER /GRADE

BREAK LINE

65.46

GRADE BREAK

LINE

65.30

65.35 65.2

65.25

65.42

65.27

64.1563.65

62.80

.71

2' SHOULDER, THEN 4H:1V TO

EXISTING GRADE WITHIN

PROPERTY LIMITS

63.77

58.29

58.14

MATCH EXIST.

CONC. EL.

2' SHOULDER, THEN

4H:1V TO EXISTING

GRADE

61.15

MAX

SLOPE 2.0%

(DRY POND)

51.00

51.0

51.08

5.00' SHOULDER

64.0

63.9

33 LF OF18" HP PIPE @ 0.21%

S-22

STORM MANHOLE (SM)

TOP= 52.10

INV=48.10

10.00'

SHOULDER

61.0

62.0

.1

(M

E)

50.7

.5

51.0

50.5

51.0

3'H : 1'V

TO EXIST

GRADE

5.00'

SHOULDER

STRAIGHT

GRADE

5.00'

SHOULDER

STRAIGHT

GRADE

63.87

.3

63.8

54.56

.30

.80

64.0

60.50

60.00

64.0

.09

62.09

62.71 62.21

62.82

63.07

63.8363.3363 .07

.57

4H:1V TO EXIST./

PROPOSED GRADE

(TYP. UNLESS

OTHERWISE NOTED)

1' WIDE CONCRETE FLUME

63.40

62.90

63.3

63.4262.92

63.07

62.57

63.2462.84

63.47

.57

64.00

63.50

63.2162.71

63.8163.31

63.9363.43

64.1063.60

63.2

63.5

14.00'

65.0

64.75 64.95

.85

64.97

.9

1'

65.31

64.81

65.25

.4

64.03 64.20

.7

64.95

LESS THAN 5 %

SLOPE

LESS

THAN 2 %

SLOPE

64.0

02/17/2026

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M

22003

6/23/2023

C O

UN

TY

R O

A D

G

RE

EN

C

O V

E

SP

RI

N

G S, F L

BID DOCUMENTS

C

LA

Y C

O

UN

TY

C

LA

Y C

O F

IR

E

ST

A

TI

O

N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

REVISIONS

# DATE DESCRIPTION

JEFFREY E. BERGEN, PE

THIS ITEM HAS BEEN ELECTRONICALLY

SIGNED AND SEALED BY

JEFFREY E. BERGEN, PE ON

USING A SHA AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT

ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA

AUTHENTICATION CODE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

PERMIT SET

UTILITY PLAN

C12.0

SCALE IN FEET

20 10 20

WATER CONNECTION DETAIL SCALE: 1"=10'

NOTE: FIRE LINE GATE VALVE COVERS

SHALL BE PAINTED RED

GENERAL NOTES REGARDING WELLS:

THE WELLS FOR FIRE STATION 24 PROVIDE FOR THE STATION'S NEEDS REGARDING POTABLE WATER, IRRIGATION WATER, FIRE PROTECTION SYSTEMS, AS WELL AS FILLING THE COUNTY'S FIRE APPARATUS. AS SUCH, THE PLANS HAVE BEEN DEVELOPED TO MEET MULTIPLE CRITERIA INCLUDING PRESSURE, FLOW, REDUNDANCY, ETC. IT IS NOT OUR GOAL TO MANDATE SPECIFIC MANUFACTURERS OR MODELS OF WELL/PUMP COMPONENTS BUT RATHER

TO PROVIDE MINIMUM PERFORMANCE CRITERIA FOR THE WELL SYSTEMS.

THE GC IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM MEETING THE CRITERIA ESTABLISHED ON THE CIVIL AND FP DRAWINGS. BIDS ARE TO BE BASED ON THE SIZE OF THE WELLS AS INDICATED. DEPTH OF WELL IS TO BE DETERMINED BY THE GEOLOGY/HYDROLOGY OF THE SITE. ELECTRICAL SERVICE SHALL BE AS INDICATED ON ELECTRICAL DRAWINGS; PUMPS ARE TO BE SELECTED TO OPERATE USING THE INDICATED SERVICE SIZE/TYPE. SUBMITTALS ARE REQUIRED INDICTING ALL NECESSARY COMPONENTS OF A COMPLETE SYSTEM, COMPLIANT WITH THE APPLICABLE BUILDING CODES AND JURISDICTIONAL REQUIREMENTS FOR EACH

SYSTEM, INCLUDING, BUT NOT LIMITED TO:

· WELL(S)

· PUMP(S)

· CONTROL SYSTEMS

· PRESSURE BALANCING TANKS (BLADDER TANKS) OR OTHER MEANS OF REGULATING PRESSURE

· AERATION TANKS AND ASSOCIATED PUMPS

· COORDINATE WITH GC REGARDING PROVISIONS FOR PIPING, VALVES, BACKFLOWS, ETC.

ALTERNATES: FOLLOWING THE AWARD OF THE BID, THE A/E TEAM AND THE COUNTY WOULD BE RECEPTIVE TO

POTENTIAL VALUE ENGINEERING ALTERNATIVES REGARDING THESE WELL SYSTEMS.

XXXX

X X

X X

X X

X X

X X X X X X X

X X

X X

X X

X X

X

XX

W

S S

S

S

S

S S

DRAIN FIELD

TOP EL=64.0

W

W

W W

W W

W W

W

W W

PROPOSED

FIRE STATION

4 BAYS / 16,633 S.F.

(REFER TO ARCHITECTURAL PLANS FOR

EXACT BUILDING DIMENSIONS)

F.F.E. =65.50

R A

M P

D O

W N

RAMP

DOWN

SWEAT ROAD

RAMP

DOWN

W

CHK VLVE

SEE PUMBING PLAN

FOR CONTINUATION

CLEAN OUT (C.O.)

(H20 TRAFFIC RATED)

INV. 62.65

6" PVC SDR26

@ S=0.7% MIN.

6" PVC SDR 26 @

S=0.7% MIN.

C.O.

INV. 60.40

C.O.

INV. 63.06

3" PVC SDR 26

@ S=2.0%

GREASE TRAP (GT)

SEE CCUA STANDARD DETAILS ON

SHEET S-SEW

COVER EL= 64.40

4" INLET INV. 62.90 (IN)

4" OUTLET INV. 62.69 (OUT)

4" PVC SDR26 @ 2.0%

6"X6"X4" WYE

C.O.

INV. 61.13 6" PVC SDR 26@

S=0.7% MIN.

C.O.

(H20 TRAFFIC RATED)

INV. 62.03

OIL / WATER SEPARATOR (OWS)

COVER EL. 64.50

INV. (IN) 61.90

INV. (OUT) 61.40

1" PVC (SCH.40)

DOMESTIC WATER LINE

6" PVC SDR 26@ S=0.7% MIN.

6" PVC SDR 26@

S=0.7% MIN.

SEE WATER CONNECTION

DETAIL

THIS SHEET

PROPERTY LINE

(NOTE: SEE SEPTIC

SYSTEM PLAN / DETAILS

ENTIRE FOR SYSTEM)

ALL WEATHER, AUDIO-VISUAL

ALARM PANEL; FINAL LOCATION MAY

VARY

13 LF OF 2"

FORCEMAIN

14 LF OF 2" FORCEMAIN

EACH HEADER

MANIFOLD TO BE 16.5 LF

OF 2" DIA. SCH 40 PVC

EACH OF TWO (2) DRAINFIELDS TO HAVE

6 ROWS OF 14 CHAMBERS EQ36 Q4

INFILTRATORS FOR A TOTAL OF 84

CHAMBERS PER DRAINFIELD AND 168

CHAMBERS TOTAL

PROPOSED MIN 1900 GAL DOSING

TANK WITH DUPLEX LIFT STATION; SINGLE

CHAMBER TANK. TWO (2) - 12 HP EFLLUENT

PUMPS, EACH ALTERNATIVELY DOSING TO

EACH DRAINFIELD. CATEGORY 4 TANK

REQUIRED WITH RISERS AND SECURE LIDS

PROPOSED MIN 2700 GAL SEPTIC

TANK; DUAL CHAMBER. CATEGORY

4 TANK REQUIRED. INSTALL RISERS

WITH SECURE LIDS AND OUTLET

FILTER CAPABLE OF MIN. 1340 GPD

TREATMENT FLOW. PL-525 OUTLET

FILTER RECOMMENDED

46.00'

54.00'

56.00'64 .0

0'

PROPOSED 4' SHOULDERS AND

SLOPES AT 3:1 SLOPE RATIO

PROPOSED TWO (2) DRAINFIELDS, EACH 840 SQ.FT

TRENCH; LOW PRESSURE DOSED. EACH DRAINFIELD

TO HAVE PRESSURE LATERALS PER DESIGN

SPECIFICATIONS ON SEPTIC

PERMITTING AND TO BE ALTERNATIVELY DOSED BY

EACH OF TWO (2) EFFLUENT PUMPS. DO NOT LOOP

END OF DRAINFIELD; THIS IS A LOW PRESSURE

DOSED SYS

EXISTING

WELL TO BE

ABANDONED

4" 45° BEND

C.O.

INV.60.15

6" 45°

BEND

INV.=62.35

INV.=60.35

(2) 45° VERTICAL

BENDS TO 2'

VERTICAL GRADE

CHANGE

14.0'

R223'(WELL / SEPTIC DRAIN FIELD SEPARATION) (M

IN. 150')

120 GALLON UNDERGROUND LP TANK

LOCATION (GAS SUPPLY TO BE

PROVIDED BY GAS COMPANY,

COORDINATE WITH PLUMBING

CONNECTION POINT)

CROSSING PIPES WATER MAIN

UNDER STORM WATER DRAIN

MINIMUM PIPE COVER

SEPARATION NO LESS THAN 12"

PROPOSED HOSE BIB W/ CHECK VALVE .

HOSE BIB CAN BE WALL MOUNTED ON

DUMPSTER ENCLOSURE WALL

101' (100 M

IN.)

.0

0' (M

IN

X X X X X X X X X X X X X X

W

W

W W

S

W W

W W

W W W W W

W

W

W

W W

CHK VLVE

(2) 5" X 2.5" FLORIDAN AQUIFER DOMESTIC

WELLS EACH W/ A 5HP VARIABLE FREQUENCY

DRIVE, 230V, SINGLE PHASE, SUBMERSIBLE

PUMP PROVIDING 70 GPM @ 50 PSI. PUMPS

TO ALTERNATE & OPERATE IN A LEAD-LAG

SETUP TO PROVIDE BACKUP. VFD PUMPS TO

REPORT FAULT CONDITIONS VIA VISUAL

ALARM. VISUAL ALARM SIMILAR OR SAME AS

BUILDING PUMPS ALARM.

1" PVC (SCH.40)

DOMESTIC WATER

LINE

PROPOSED FIRE PROTECTION

PUMP W/ BLADDER STORAGE

TANK. 12" DIAMETER FLORIDIAN

AQUIFER WELL (SEE FIRE

PROTECTION PLANS FOR DETAIL &

PERFORMANCE SPECIFICATIONS)

3" TEE

FIRE RISER

6" PVC (DR18)

FREESTANDING

(PEDESTAL) FIRE

DEPARTMENT

CONNECTION (FDC)

CHECK VALVE

FIRE HYDRANT ASSEMBLY

GATE VALVE

4"X6" TAP/ TEE (DR18)

FIRE TRUCK

"FILL UP"

PEDESTAL / BIB

6" GATE VALVE

& BOX

(COVERS

PAINTED RED)

6" 90° ELBOW

(2) 500 GAL AERATION AND FILTERING TANKS. EACH

AERATOR TANK CONTAINS A 3HP VARIABLE

FREQUENCY DRIVE, 230V, SINGLE PHASE,

SUBMERSIBLE PUMP, PROVIDING 60 GPM @ 50 PSI,

WITH CHLORINE INJECTION SYSTEM. CONNECT BOTH

PUMPS TO A CONTROL PANEL SET UP TO

ALTERNATE PUMP USE & CONTROL VISUAL ALARM.

RED LIGHT VISUAL ALARM LOCATED ON FRONT OF

WELLHOUSE TO SIGNAL MALFUNCTION. SIGNAL TO

INCLUDE SIGNAGE

4" 90° BEND

2.5" GATE VALVE &

BOX (COVER

PAINTED RED)

2.5" PVC (SCH.40)

DOMESTIC

WATER LINE

6" TEE

3" RPZ

BFP

(INSULATED)

6" RPDA BFP

(INSULATED)

3" GATE

VALVE &

BOX

(TYP-3)

4" BEND

4" PVC (DR18)

6" PVC (DR18)

3" X1" REDUCER

IRRIGATION RPZ -BFP

(INSULATED)

2" PVC (SCH 40)

(IRRIGATION)

2" GATE VALVE

& BOX (3)

2" TEE

3" X 2.5"

REDUCER

4" GATE VALVE

AND BOX

3.00'

55.00'

3" PVC

(SCH.40)

2" PVC

(SCH.40)

.0

0' (M

IN

2",90°BEND

3", 90° BEND

6" 90°

BEND

90°BEND2" TEE

119 GAL TOTAL

VOLUME BLADDER

STORAGE TANK

85 GAL TOTAL

VOLUME BLADDER

STORAGE TANK

2" PVC (SCH.40)

4" PVC (DR18)

3" 90° BEND

4" PVC (DR18)