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C er tif ic at e of A ut ho riz at io n

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Signage Hardscape and Landscape Plans

FS

C

J

SO

U

TH

C

AM

PU

S

Si gn ag e

H ar ds ca pe

L an ds ca pe P la ns

ISSUED January 16, 2026 DateNo. Revision

01.16.2026

Prosser Inc. No. 123033.03

ISSUE FOR BID

FSCJ South Campus Issue for Bid

OWNER:

Florida State College at Jacksonville Dale Cason 501 West State Street Jacksonville, FL 32202

(904) 633-5973

CIVIL ENGINEER:

Prime AE Matt Melchiori, PE 13901 Sutton Park Drive South, Suite 200 Jacksonville, FL 32224-0229

(904) 739-3655

LANDSCAPE ARCHITECT:

Prime AE Richard R. Lonergan, RLA 13901 Sutton Park Drive South, Suite 200 Jacksonville, FL 32224-0229

(904) 739-3655

SURVEYOR:

Clary & Associates Jeff Steinle 3830 Crown Point Rd, Jacksonville, FL 32257

(904) 260-2703

STRUCTURAL ENGINEER:

Atlantic Engineering Services Jude Kostage, PE 4141 Southpoint Drive East Jacksonville, FL 32216

(904) 743-4633

ELECTRICAL ENGINEER:

HADDAD ENGINEERING INC.

Namir Haddad, PE 3030 Hartley Rd, Suite 290 Jacksonville, FL 32257

(904) 262-5066

GEOTECHNICAL SERVICES:

MESKEL & ASSOCIATES ENGINEERING

P. Rodney Mank, PE 3728 Philips Highway, Suite 208 Jacksonville, FL 32207

(904) 519-6990 Geotechnical Report Date 06/10/25

FLORIDA STATE COLLEGE AT JACKSONVILLE SOUTH CAMPUS

11901 BEACH BOULEVARD,

JACKSONVILLE, FLORIDA 32246

SHEET INDEX

SHEET

NUMBER SHEET TITLE

- COVER

V1.01 SITE SURVEY

V1.02 SITE SURVEY

V1.03 SITE SURVEY

LS0.01 OVERALL SITE PLAN, GENERAL NOTES AND LEGEND

LD1.01 LANDSCAPE DEMO PLAN

LD1.02 LANDSCAPE DEMO PLAN

LS1.01 LANDSCAPE SITE PLAN

LS1.02 LANDSCAPE SITE PLAN

LS2.01 LANDSCAPE SITE DETAILS

LS2.02 LANDSCAPE SITE DETAILS

LS2.03 LANDSCAPE SITE DETAILS

S0.01 GENERAL NOTES

S1.01 PRIMARY ENTRY SIGN

S1.02 SECONDARY ENTRY SIGN

E1.0 OVERALL SITE PLAN GENERAL NOTES AND LEGEND

E1.1 LIGHTING SITE PLAN

E1.2 ELECTRICAL SITE PLAN

E1.3 ELECTRICAL SITE PLAN

LP0.01 LANDSCAPE GENERAL NOTES, PLANTING SCHEDULE &

COJ CALCULATIONS

LP1.01 LANDSCAPE PLANTING PLAN

LP1.02 LANDSCAPE PLANTING PLAN

LP2.01 LANDSCAPE PLANTING DETAILS

LP2.02 LANDSCAPE PLANTING SPECIFICATIONS

IR0.01 IRRIGATION INDEX, NOTES & LEGEND

IR1.01 IRRIGATION SOURCE PLAN

IR1.02 IRRIGATION SOURCE PLAN

IR2.01 IRRIGATION DETAILS

IR2.02 IRRIGATION SPECIFICATIONS

LP2.03 LANDSCAPE MAINTENANCE SPECIFICATIONS

E2.0 ELECTRICAL SPECIFICATIONS

02.04.2026 ADDENDUM #11

LS2.04 LANDSCAPE SITE & VEHICULAR SIGN DETAILS

UNIVERSITY ROAD HUFFMAN BOULEVARD

(120' R/W)DEMO (1) EXISTING

SIGN AND LIGHTS.

REMOVE 19" PINE

ROW LINE

EX. CONC. SIDEWALK

TO REMAIN.FI

R E

FI

G

H

TE

R M

EM

O

R

IA

L D

R

IV

E

ALDEN ROAD

(120' R/W)

CONTRACTOR SHALL CLEAR THE WOOD LINE

OF INVASIVE SPECIES, VINES, AND DEAD

WOOD OR TREES, FROM THE EDGE OF THE

WOODS TO A DEPTH OF TEN (10) FEET INTO

THE WOOD LINE.

ROW LINE

EX. CONC. SIDEWALK

TO REMAIN.

EX. CONC. CONC. WALL TO REMAIN.

RELOCATE GATE, CONTRACTOR SHALL TAKE

DUE CARE IN RELOCATING GATE.

EX. 6' HT. FENCE TO

REMAIN.

EX. ACCESS TRAIL

EX. ACCESS TRAIL

(11) 24" HT. 4X4 POST

TO BE REMOVE.

60'-0"

75'-0"

EX. 6' HT. FENCE TO

REMAIN.

± 95'-0" OF EXISTING FENCE TO BE

REMOVED AND RELOCATED.

CONTRACTOR SHALL TAKE DUE

CARE IN REMOVING EXISTING

FENCE. COORD. W/ FSCJ FOR ON

SITE STORAGE.

REMOVE (2) CMU BLK. COLUMNS.

± 60'-0" OF EXISTING FENCE TO BE REMOVED

AND RELOCATED. CONTRACTOR SHALL TAKE

DUE CARE IN REMOVING EXISTING FENCE.

COORD. W/ FSCJ FOR ON SITE STORAGE.

2/3/2026

THIS DRAWING NOT RELEASED FOR

CONSTRUCTION UNLESS SO NOTED ABOVE

DATE :

PROJECT NO. :

DESIGNED BY :

DRAWN BY :

SCALE :

S H E E T

SHEET TITLE

FL Lic. No.

DATE:

13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229

904.739.3655 www.primeeng.com

No. Date Revision

P:

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2025-01-25 pae-jaxciv-bsbrdr

SOUTH CAMPUS

SIGNAGE

ISSUE FOR BID

pae-jaxciv-bstblk2025-02-07

01.16.26 125038.01

SRB

RRL

AS NOTED

LANDSCAPE DEMO

PLAN

LD1.02

RICHARD LONERGAN

LA 1550

2026-02-04 ADDENDUM #1

2 Scale: 1" = 20'-0" Secondary Entry at Alden Road 20 200

1 Scale: 1" = 20'-0" Secondary Entry at Huffman Road 20 200 richard.lonergan seal_RLonergan_LA1550

UNIVERSITY ROAD HUFFMAN BOULEVARD

(120' R/W)

11'-0"

SECONDARY MONUMENT SIGN AT HUFFMAN

ROAD W/ (2) 4' LONG SIGN LIGHTERS, RE:

4/LS2.02. SEE ELECTRICAL PLANS FOR

FIXTURE. SIGN SHALL BE 8" ABOVE EDGE OF

PAVEMENT.

EXISTING CONC.

SIDEWALK

.0°

51'-0"

20'-0"

NOTE: LANDSCAPE CONTRACTOR SHALL BE

RESPONSIBLE FOR WATERING PLANT

MATERIAL UNTIL ESTABLISHMENT.

12" WIDE GRAVEL STRIP W/ 3/16” x 5.5”

ALUMINUM EDGING, 3" DEEP GRANITE

CHIPS - SIZE 3/4"- 1" AND WEED

CONTROL FABRIC - 40 YEAR FABRIC.

CONTRACTOR SHALL INCLUDE A SEPARATE

DEDUCTIBLE LINE ITEM (2) OAK TREES, SEE

LANDSCAPE PLANS

12'-8"

ROW LINE

FI

R

E

FI

G H

TE

R

M

EM

O R

IA

L

D R

IV

E

ALDEN ROAD

(120' R/W)

SLOPE LINE

EXISTING VEGETATION TO REMAIN

EXISTING SIDEWALK

EXISTING METAL

FENCE W/ COL.

36'-0"

6'-0"

.0°

SECONDARY MONUMENT SIGN AT ALDEN

ROAD (SIGN TYPOLOGY 2B) W/ (1) 4'

LONG SIGN LIGHTERS, RE: 4/LS2.02 AND

2/LS2.04 FOR SIGNAGE. SEE ELECTRICAL

PLANS FOR FIXTURE. SIGN SHALL BE 8"

ABOVE EDGE OF PAVEMENT.

EXISTING SWALE

EXISTING ACCESS TRIAL

EXISTING

ACCESS TRIAL

12" WIDE GRAVEL STRIP W/ 3/16” x 5.5”

ALUMINUM EDGING, 3" DEEP GRANITE

CHIPS - SIZE 3/4"- 1" AND WEED

CONTROL FABRIC - 40 YEAR FABRIC.

REPLACE 30" STOP SIGN PER

FDOT STANDARDS.

ROW LINE

EX. CONC. WALL

RELOCATED VEHICULAR GATES ON

6X6 STEEL POST W/ CAP AND FENCE

PANELS TO TOP OF SLOPE. FENCE

CONTRACTOR SHALL SUBMIT SHOP

DWGS. FOR REVIEW PRIOR TO

INSTALLATION.

25'-0"

NEW 10' WIDE ACCESS GATE TO

MATCH FENCE ON 6X6 STEEL POST

W/ CAP AND RELOCATED FENCE

PANELS TO TOP OF SLOPE.

NEW 10' WIDE ACCESS GATE TO

MATCH FENCE ON 6X6 STEEL POST

W/ CAP AND RELOCATED FENCE

PANELS TO TOP OF SLOPE.

EXISTING VEGETATION TO REMAIN

SLOPE LINE

2/3/2026

THIS DRAWING NOT RELEASED FOR

CONSTRUCTION UNLESS SO NOTED ABOVE

DATE :

PROJECT NO. :

DESIGNED BY :

DRAWN BY :

SCALE :

S H E E T

SHEET TITLE

FL Lic. No.

DATE:

13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229

904.739.3655 www.primeeng.com

No. Date Revision

P:

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Pr os se r\1

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2025-01-25 pae-jaxciv-bsbrdr

01.16.26 125038.01

SRB

RRL

AS NOTED

LANDSCAPE SITE

PLAN

LS1.02

RICHARD LONERGAN

LA 1550

2026-02-04 ADDENDUM #1

2 Scale: 1" = 20'-0" Secondary Entry at Alden Road (Sign Typology 2B) 20 200

1 Scale: 1" = 20'-0" Secondary Entry at Huffman Road (Sign Typology 2A) 20 200

NOTE:

1. UTILITIES MAY BE LOCATED WITHIN THE PROJECT AREA THAT AREA NOT SHOWN ON THIS

PLAN.

2. CONTRACTOR TO VERIFY LOCATION OF ANY EXISTING UTILITIES WITHIN PROJECT AREA

AND COORD. W/ CIVIL AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ACTIVITIES.

3. FOR MAINTENANCE OF TRAFFIC (MOT) THE CONTRACTOR SHALL PROVIDE A M.O.T. PLAN

UTILIZING THE FDOT STANDARDS PLANS INDEX 102-600, 102-601, 102-602, AND FOR ALL

SIDEWALK CLOSURES UTILIZE FDOT STANDARDS PLANS INDEX 102-660.

4. A SAFETY PLAN WITH TWO LAYERS OF BARRICADES SHALL BE PROVIDED BY THE

CONTRACTOR AS STATED IN THE STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES

(SREF) & THE FLORIDA BUILDING CODE.

5. ALL EXISTING SOD AREAS DISTURBED DURING CONSTRUCTION UNDER THESE PLANS

SHALL BE REGRADED AND RESODDED. THE SOD TYPE SHALL MATCH THE EXISTING SOD

REMOVED DUE TO CONSTRUCTION.

NOTE:

1. UTILITIES MAY BE LOCATED WITHIN THE PROJECT AREA THAT AREA NOT SHOWN ON THIS

PLAN.

2. CONTRACTOR TO VERIFY LOCATION OF ANY EXISTING UTILITIES WITHIN PROJECT AREA

AND COORD. W/ CIVIL AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ACTIVITIES.

3. FOR MAINTENANCE OF TRAFFIC (MOT) THE CONTRACTOR SHALL PROVIDE A M.O.T. PLAN

UTILIZING THE FDOT STANDARDS PLANS INDEX 102-600, 102-601, 102-602, AND FOR ALL

SIDEWALK CLOSURES UTILIZE FDOT STANDARDS PLANS INDEX 102-660.

4. A SAFETY PLAN WITH TWO LAYERS OF BARRICADES SHALL BE PROVIDED BY THE

CONTRACTOR AS STATED IN THE STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES

(SREF) & THE FLORIDA BUILDING CODE

5. ALL EXISTING SOD AREAS DISTURBED DURING CONSTRUCTION UNDER THESE PLANS

SHALL BE REGRADED AND RESODDED. THE SOD TYPE SHALL MATCH THE EXISTING SOD

REMOVED DUE TO CONSTRUCTION.

3' -0

4"

4' -4

3 1/2"

1/

2"

COMPACT SUBGRADE..

POURED CONC. CAP EDGE

W/ 'U' BLOCK

TOWER BEYOND

*1 '-4

" 6'-0"

SEE LANDSCAPE PLAN FOR PLANTINGS

W/ 2" - 3" DEEP SHREDDED MULCH &

DRIP IRRIGATION

LANDSCAPE POTTING SOIL, LANDSCAPE

CONTRACTOR SHALL SUBMIT A WELL

DRAINED, pH BALANCED POTTING SOIL MIX

FOR REVIEW

2 LAYERS OF FILTER FABRIC, GEOFILTER GN

FILTER FABRIC OR EQUAL. WATERPROOFING

INSIDE OF PLANTER, SEE PRODUCT

SCHEDULE.

IRRIGATION SUPPLY LINE

2' -0

1'-2"

SLOPE GRADE AWAY FROM

SIGN WALL.

NOTE: COORD. W/ SIGN

CONTRACTOR FOR POWER

REQUIREMENTS.

CMU PLANTER W/ THIN LIMESTONE STONE

VENEER BANDS AND HONED-FINISH

LIMESTONE VENEER BANDS

2" THICK LIMESTONE CAP W/ DRIP

KERF AND HONED FINISH. SET CAP

WITH 1/2" THICK MORTAR SET

REINFORCED CONC. FTG, SEE

STRUCT. PLANS. FOR FOOTING

SIZE AND REBAR SIZE AND

QUANTITY

NOTES:

1. DAMP PROOFING TO BE APPLIED TO ALL

EXPOSED SIDES & TOP OF CMU BEFORE

INSTALLING VENEER.

2. SUBMIT CAP STONE SHOP DRAWINGS FOR

REVIEW AND APPROVAL

2 1/2"

8"

CMU COLUMN, SEE STRUCTURAL PLANS

FOR REINFORCEMENT.

3' -2

/2

4' -4

1/ 2"

1' -4

2' -0

3 1/2"

4"

1'-2"

REINFORCED CONC. FTG, SEE STRUCT.

PLANS. FOR FOOTING SIZE AND REBAR

SIZE AND QUANTITY

COMPACT SUBGRADE..

POURED CONC. CAP EDGE W/ 'U' BLOCK

SEE LANDSCAPE PLAN FOR PLANTINGS

W/ 2" - 3" DEEP SHREDDED MULCH & DRIP

IRRIGATION

LANDSCAPE POTTING SOIL, LANDSCAPE

CONTRACTOR SHALL SUBMIT A WELL

DRAINED, pH BALANCED POTTING SOIL

MIX FOR REVIEW

2 LAYERS OF FILTER FABRIC, GEOFILTER

GN FILTER FABRIC OR EQUAL.

WATERPROOFING INSIDE OF PLANTER,

SEE PRODUCT SCHEDULE.

IRRIGATION SUPPLY LINE

CMU PLANTER W/ THIN LIMESTONE STONE

VENEER BANDS AND HONED-FINISH

LIMESTONE VENEER BANDS

2" THICK LIMESTONE CAP W/ DRIP KERF

AND HONED FINISH. SET CAP WITH 1/2"

THICK MORTAR SET.

NOTES:

1. DAMP PROOFING TO BE APPLIED TO ALL EXPOSED

SIDES & TOP OF CMU BEFORE INSTALLING VENEER.

2. SUBMIT CAP STONE SHOP DRAWINGS FOR REVIEW

AND APPROVAL

2 1/2"

6'-0"

8"

CMU COLUMN, SEE STRUCTURAL PLANS

FOR REINFORCEMENT.

6" HT. ADDRESS SIGN NUMBER,

CENTER ON VENEER BAND.

MATCH FONT TYPE., VERIFY

TEXT HT. WITH OWNER

3'-0"

3' -2

/2

6'-7"

FACE OF CMU, TYP.

3 1/2"

2" THICK LIMESTONE CAP W/

DRIP KERF AND HONED FINISH.

SET CAP WITH 1/2" THICK

MORTAR SET.

1/

2" 4"

4" 8"

2" 6"

1/2" MORTAR JT., TYP.

9'-4"10'-0"

SLOPE GRADE AWAY FROM

SIGN WALL

2" THICK LIMESTONE CAP W/ DRIP

KERF AND HONED FINISH. SET CAP

WITH 1/2" THICK MORTAR SET

1' -4

SIGNAGE BOTH SIDES, COORD.

W/ OWNER FOR ART WORK

AND FONT TYPE. 34.5 SF OF

SIGN FACE PER SIGN.

5'-4"

8' -8

3'

-0

'-8

CMU PLINTH W/ THIN LIMESTONE

STONE VENEER BANDS AND HONED

FINISH LIMESTONE VENEER BANDS

CMU TOWER W/ LIMESTONE

VENEER, HONED FINISH

2" THICK LIMESTONE CAP W/ DRIP

KERF AND HONED FINISH. SET CAP

WITH 1/2" THICK MORTAR SET

REINFORCED CONC. FTG, SEE

STRUCT. PLANS. FOR FOOTING SIZE

AND REBAR SIZE AND QUANTITY

B

LS2.02

A

LS2.02

8'-8"

PLAN A

PLAN B

CLCLCLCL

C L

1' -0

4'

-0

1' -0

C L

8X8X16 CMU WALL W/ HONED

LIMESTONE VENEER AND THIN

LIMESTONE STONE VENEER, SEE

PRODUCT SCHEDULE

4"4"

2" THICK LIMESTONE CAP W/ HONED

FINISH. LAYOUT WALL CAP AS

SHOWN.

CMU WALL W/ HONED LIMESTONE

VENEER, SEE PRODUCT SCHEDULE.

2" THICK LIMESTONE CAP W/ HONED

FINISH ON COLUMN TOP. LAYOUT

WALL CAP AS SHOWN ON PLINTH.

NOTES:

1. DAMP PROOFING TO BE APPLIED TO ALL

EXPOSED SIDES & TOP OF CMU BEFORE

INSTALLING VENEER.

2. SUBMIT CAP STONE SHOP DRAWINGS FOR

REVIEW AND APPROVAL

4'-0"

10'-0" 4'-8" 3'-8"

4"

4"

15'-4"

4"

4"

6' -0

9'-4"

CLCLCL

3' -0

3'

-0

6' -0

FTG BELOW, SEE STRUCT.

PLANS.

FTG BELOW, SEE STRUCT.

PLANS.

LS2.03

LS2.02

15'-4"

19'-4"

4'-0"

COMPACT SUBGRADE.

8X12X16 CMU BLK

FACE OF CMU, TYP.

4' -0

1/

2"

1/

2" 2"

FACE OF CMU WALL

PLANTER

PLANTER

COLUMN

COLUMN

HUFFMAN ROAD

1 Scale: 1/2" = 1'-0" Entry Monument Sign (Typology 1 & 2A) Low Planter Wall Section

2/3/2026

THIS DRAWING NOT RELEASED FOR

CONSTRUCTION UNLESS SO NOTED ABOVE

DATE :

PROJECT NO. :

DESIGNED BY :

DRAWN BY :

SCALE :

S H E E T

SHEET TITLE

FL Lic. No.

DATE:

13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229

904.739.3655 www.primeeng.com

No. Date Revision

P:

\P ro je ct s\

Pr os se r\1

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6.

F

SC

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\S he et s\

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2]

/3 /2

2:

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PM

R ic ha rd L on er ga n

2025-01-25 pae-jaxciv-bsbrdr

01.16.26 125038.01

SRB

RRL

AS NOTED

LANDSCAPE SITE

DETAILS

LS2.02

RICHARD LONERGAN

LA 1550

2026-02-04 ADDENDUM #1

2 Scale: 1/2" = 1'-0" Landscape Median Low Planter Wall (Typology 1) Elevation

3 Scale: 1/2" = 1'-0" Landscape Median Low Planter Wall (Typology 1) Section4 Scale: 3/8" = 1'-0"

Secondary I.D. Sign (Sign Typology 2A) Elevation and Cross Sections

'-8

4"

1' -4

'-8

4'-0"

1/

2"

SLOPE GRADE AWAY

FROM SIGN WALL.

COMPACT SUBGRADE.

PLINTH BEYOND.

SIGNAGE, ACRYLIC SIGN

LETTERS TO MATCH ACRYLIC

FILLED LETTERS ABOVE, ON

1-1/2" STAND OFF.

SOUTH

SIGN

FACE

1' -0

2'

-1 0"

4" 6"

3"6"

8"

NOTE: COORD. W/ SIGN

CONTRACTOR FOR POWER

REQUIREMENTS.

NOTES:

1. DAMP PROOFING TO BE APPLIED TO ALL

EXPOSED SIDES & TOP OF CMU BEFORE

INSTALLING VENEER.

2. SUBMIT CAP STONE SHOP DRAWINGS FOR

REVIEW AND APPROVAL

POURED CONC. CAP W/ 'U'

BLOCK - SEE STRUCTURAL

REINFORCED CONC.

FTG, SEE STRUCT.

PLANS. FOR FOOTING

SIZE AND REBAR SIZE

AND QUANTITY

2" THICK LIMESTONE CAP W/ DRIP

KERF AND HONED FINISH. SET CAP

WITH 1/2" THICK MORTAR SET

CMU TOWER W/ HONED-FINISH

LIMESTONE VENEER BANDS

M

IN

8"

3 1/2"

2'-3 1/2"

2'-0"

CL

CMU COLUMN, SEE STRUCTURAL

PLANS FOR REINFORCEMENT.

NORTH

SIGN

FACE

NOTE: SIGN TYPOLOGY 2A SHALL HAVE TWO

(2) SIGNS, ONE (1) EACH FACE OF COLUMN.

SIGN TYPOLOGY 2B SHALL HAVE ONE (1) SIGN

FACE ON NORTH FACE OF COLUMN.

2'-3 1/4"

2"

4'-7"

WASHWASH

1/2" MORTAR SETTING BED.

CAST STONE CONC. WALL

CAP, W/ KERF CUT EDGE,

COLOR WHITE & TEXTURE

SMOOTH.

CMU WALL FACE

NATURAL STONE VENEER

KERF DRIP EDGE

OFF COL.

FACE ALL

SIDES

3 1/2"

2'-3 1/4"

1' -0

CAST STONE CONC. WALL

CAP, W/ KERF CUT EDGE,

COLOR WHITE & TEXTURE

SMOOTH.

CL

FIELD VERIFY ALL DIMENSIONS.

FIELD VERIFY ALL DIMENSIONS.

1'-0"

2"

6'-7"

WASH WASH

1/2" MORTAR SETTING BED.

CAST STONE CONC. WALL

CAP, W/ KERF CUT EDGE,

COLOR WHITE & TEXTURE

SMOOTH.

CMU WALL FACE

NATURAL STONE VENEER

KERF DRIP EDGE

OFF COL.

FACE ALL

SIDES

3 1/2" 1'-0"

2' -0

CAST STONE CONC. WALL CAP, W/

KERF CUT EDGE, COLOR WHITE &

TEXTURE SMOOTH. FIELD CUT

CLFIELD

VERIFY

2"

3 1/2"

1/2" MORTAR SETTING BED.

CAST STONE CONC. WALL

CAP, W/ KERF CUT EDGE,

COLOR WHITE & TEXTURE

SMOOTH.

CMU WALL FACE

NATURAL STONE VENEER

KERF DRIP EDGE

1'-2"

WASH

OFF COL.

FACE ALL

SIDES FIELD VERIFY ALL DIMENSIONS.

6'-0"

3' -2

/2

4" 4'

-0

3 1/2"

3'-3 1/2"

FRONT

OF SIGN

COMPACT SUBGRADE.

SLOPE GRADE AWAY FROM

SIGN WALL.

TOWER BEYOND

POURED CONC. CAP W/ 'U'

BLOCK

2"

3'-0"

SIGNAGE BEYOND

1/

2"

NOTE: COORD. W/ SIGN

CONTRACTOR FOR POWER

REQUIREMENTS.

REINFORCED CONC. FTG, SEE

STRUCT. PLANS. FOR FOOTING SIZE

AND REBAR SIZE AND QUANTITY

CMU PLINTH W/ THIN

LIMESTONE STONE VENEER

BANDS AND HONED-FINISH

LIMESTONE VENEER BANDS

2" THICK LIMESTONE CAP W/ DRIP

KERF AND HONED FINISH. SET CAP

WITH 1/2" THICK MORTAR SET

M

IN

1'

-4

8"

CL

CMU COLUMN, SEE STRUCTURAL

PLANS FOR REINFORCEMENT.

4"

1/ 2"10

4"

1/ 2"6"

1/ 2"

8" 2"

1' -1

4"

8"1/ 2"

1/ 2"

1/ 2"

LIMESTONE THIN SET VENEER W/

HONED FINISH, TYP.

LIMESTONE THIN SET VENEER W/

RUMBLED FINISH,TYP.

2" SKIM COAT

FINISH GRADE

CAST STONE CAP, SEE DETAIL

1/ 2"

1/ 2"

3' -0

2/3/2026

THIS DRAWING NOT RELEASED FOR

CONSTRUCTION UNLESS SO NOTED ABOVE

DATE :

PROJECT NO. :

DESIGNED BY :

DRAWN BY :

SCALE :

S H E E T

SHEET TITLE

FL Lic. No.

DATE:

13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229

904.739.3655 www.primeeng.com

No. Date Revision

P:

\P ro je ct s\

Pr os se r\1

\1

6.

F

SC

J S

Si gn ag e\

Pr od uc tio n\ D ra w in gs

\S he et s\

.0 l-l sd et l.d w g [L

S2 .0

3]

/3 /2

2:

:1

PM

R ic ha rd L on er ga n

2025-01-25 pae-jaxciv-bsbrdr

01.16.26 125038.01

SRB

RRL

AS NOTED

LANDSCAPE SITE

DETAILS

LS2.03

RICHARD LONERGAN

LA 1550

2026-02-04 ADDENDUM #1

1 Scale: 1/2" = 1'-0" Secondary I.D. Sign (Sign Typology 2A) Column Section

Scale: 1-1/2" = 1'-0" Cast Stone Column Cap Detail

Scale: 1-1/2" = 1'-0" 1'X 2' Cast Stone Plinth Cap Detail

Scale: 1-1/2" = 1'-0" Cast Stone Planter Cap Detail

Scale: 1/2" = 1'-0" Secondary I.D. Sign (Sign Typology 2B) at Plinth Section

Scale: 1" = 1'-0" Stone Veneer Banding Detail

6' -6

16'-0"

6'-11"

4' -0

1'-0"

3/ 4"

6'-6" 1'-6" 11"

6"

4"

1/2"

1/

2" 5'-0"

2"

7'-10"

7'-3"

3' -8

DISPLAY

DIGITAL EMC – 10MM LED SIGN

DISPLAY AREA 3'-8" X 7'-3".

METAL SIGN CABINET, SUBMIT

SHOP DWGS FOR REVIEW PRIOR

TO CONSTRUCTION. COORD. W/

FSCJ FOR SIGN COLOR CODES.

3/4" X 1/2" DEEP REVEAL

SIGN COLOR #1

SIGN COLOR #2

SIGN COLOR #2

SIGN COLOR #1

SIGN COLOR #1

2"X 1/2" METAL FRAME -

SIGN COLOR #2

COMPACTED SUBGRADE

STRUCTRUAL FTG, SEE

STRUCT. PLANS.

2"

2"

FINISHED GRADE

6' -6

3/ 4"

1' -8

1' -8

4' -9

/4

3/ 4"

DIGITAL EMC – 10MM LED SIGN

DISPLAY AREA 3'-8" X 7'-3".

METAL SIGN CABINET, SUBMIT

SHOP DWGS FOR REVIEW PRIOR

TO CONSTRUCTION. COORD. W/

FSCJ FOR SIGN COLOR CODES.

3/4" X 1/2" DEEP REVEAL

2"X 1/2" METAL FRAME - SIGN

COLOR #2

FINISHED GRADE SLOPE AWAY

FROM SIGN

CABINET FRAME

COMPACTED SUBGRADE

STRUCTRUAL FTG, SEE

STRUCT. PLANS.

SIGN COLOR #2

NOTE: COORD. WITH FSCJ FOR ELECTRONIC

MESSAGE CENTER (EMC), INTERFACE SYSTEM,

CONNECTIVITY, AND LOCATIONS OF CONTROL

ROOM.

1'-8"

1' -2

7" 3"

3"10

2"

VINYL APPLIED LETTERS,

COORD. W/ FSCJ FOR ART

WORK AND FONT COLORS.

ELECTRICAL AND COMMUNICATION

CONDUIT

1/2" TOOL EDGE

8" 3'

-6

1/

2"

'-8

FIRE ACADEMY BADGE, COORD.

W/ FSCJ FOR SIGN ART WORK.

SECONDARY SIGN, RE: 4/LS2.03.

COORD. W/ FSCJ FOR TEXT

FONTS AND ART WORK.4"

1'-9" 1'-9"

CSX HAZARDOUS TRAINING LOGO

4C BORDER RSG, AND THE

JACKSONVILLE FIRE AND RESCUE

DEPT. LOGO, COORD. W/ FSCJ

FOR ARTWORK.

1' -8

8"

9" 1'

-1

HORIZONTAL LOGO PER BRANDING

STYLE GUIDELINES

3' -0

FACE OF CMU

1/

2"

1/ 2"

1/

2"

FOR SIGN WALL DETAILS, RE TO

4/LS3.02

CL

NOTE: SIGN CONTRACTOR SHALL

DEVELOP MOCKS FOR COORD. AND FINAL

PLACEMENT OF TEXT AND ART WORK TO

BE REVIEW BY FSCJ AND LANDSCAPE

ARCHITECT BEFORE FABRICATION AND

INSTALLATION OF SIGN VERBIAGE.

LS2.03

8'-8"

C L

4" 4"

2'-0"

1' -0

2" THICK LIMESTONE CAP W/ HONED

FINISH ON PLINTH. LAYOUT WALL

CAP AS SHOWN.

CMU WALL W/ HONED LIMESTONE

VENEER, SEE PRODUCT SCHEDULE.

2" THICK LIMESTONE CAP W/ HONED

FINISH ON COLUMN TOP. LAYOUT

WALL CAP AS SHOWN ON PLINTH.

9'-4"

CL CL CL FTG BELOW, SEE STRUCT.

PLANS.

4' -0

R1'-4" R1'-4"

2'-0"

3"

CL CL

2'-0"

3"

1' -9

1/ 2"

DRIVEWAY

PLAN A

2/3/2026

THIS DRAWING NOT RELEASED FOR

CONSTRUCTION UNLESS SO NOTED ABOVE

DATE :

PROJECT NO. :

DESIGNED BY :

DRAWN BY :

SCALE :

S H E E T

SHEET TITLE

FL Lic. No.

DATE:

13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229

904.739.3655 www.primeeng.com

No. Date Revision

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2025-01-25 pae-jaxciv-bsbrdr

01.16.26 125038.01

SRB

RRL

AS NOTED

VEHICULAR DIGITAL

SIGN DETAIL

LS2.04

RICHARD LONERGAN

LA 1550

2026-02-04 ADDENDUM #1

1 Scale: 1/2" = 1'-0" Vehicular Digital Sign (Sign Typology 5) Elevation and Section

2 Scale: 1/2" = 1'-0" Secondary I.D. Sign (Sign Typology 2B) Elevation and Cross Sections