2026C-24 Addendum 2 Attach C.pdf
PDF 7 MB Posted
- Solicitation number
- ITB-14940
- Issued by
- Duval County, Florida
About this file
This is Addendum No. 2 to the construction specifications and site plans for Florida State College at Jacksonville's (FSCJ) South Campus Signage project, issued on February 18, 2026. The addendum modifies the design and construction drawings for wayfinding monument entrances at multiple locations on the South Campus, including a primary entry sign on Beach Boulevard, secondary entry signs on Huffman Road and Alden Road, and a vehicular digital sign. The project scope encompasses concrete masonry unit construction with limestone veneer finishes, cast stone caps, channel letter signage with LED illumination, landscape demolition and restoration, site grading, irrigation installation, and electrical work including underground conduit systems, lighting fixtures, and DMX control systems. The drawings included in this addendum detail monument sign construction specifications, landscape site details, electrical lighting and control plans, and landscape planting plans. The non-mandatory pre-proposal conference was held on February 4, 2026, with mandatory one-time site visits conducted thereafter, and the proposal submission deadline was February 26, 2026, at 2:00 p.m. via the designated online portal with public opening via WebEx.
The specifications detail material requirements including Onaga stone from Cash Building Materials or US Stone Industries for primary sign bases, Gemini Incorporated channel letters with LED illumination, Hydrel and Acuity brand lighting fixtures for uplighting, and a 10-millimeter digital EMC LED sign cabinet for vehicular signage. The project specifications reference compliance with applicable electrical codes, NFPA 70, and safety regulations, with all electrical work and conduit installation following industry standards. Eligible bidders must be current pre-qualified contractors approved by FSCJ, with no set-asides identified for disadvantaged enterprises or minority-owned businesses. No award value, contract duration, or budget range is specified in the available procurement documents. Optional materials and manufacturers may be submitted as value engineering alternates subject to approval prior to bid award. Contractor responsibilities include site condition verification, full-scale mock-ups of all sign typologies, shop drawings and product submittals, irrigation system design and coordination, tree preservation, utility coordination, and soil testing for landscaped areas.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2026C-24 Addendum 2 Final Signed.pdf | ||
| 2026C-24 Invitation.pdf | ||
| 2026C-24 Addendum 1 Signed.pdf | ||
| 2026C-24 Addendum 1 Attach E.pdf |
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Text version
2/18/2026
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
RRL
RRL
AS NOTED
OVERALL SITE PLAN,
GENERAL NOTES AND
LEGEND
LS0.01
RICHARD LONERGAN
LA 1550
2026/02/18 ADDENDUM #2
General Notes
1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER AND LANDSCAPE ARCHITECT
PRIOR TO THE FINAL BID AND/OR CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR A THOROUGH UNDERSTANDING OF ALL ENGINEERING, ARCHITECTURAL AND LANDSCAPE DESIGN DRAWINGS. DISCREPANCIES BETWEEN THESE DRAWINGS ARE UNINTENTIONAL SHALL BE IMMEDIATELY IDENTIFIED AND BROUGHT TO THE ATTENTION
OF THE LANDSCAPE ARCHITECT PRIOR TO THE FINAL BID AND/OR CONSTRUCTION.
3. THE EXTENT OF THE CONTRACTOR'S WORK IS AS INDICATED IN THE PLANS AND DETAILS. THE CONTRACTOR IS RESPONSIBLE TO UNDERSTAND THE EXTENT OF WORK DESCRIBED HEREIN. DISCREPANCIES IN THE DEFINED WORK LIMITS IN THESE DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER OR THE OWNER'S REPRESENTATIVE. ANY MISUNDERSTANDINGS REGARDING THE EXTENT OF WORK ARE FULLY
THE RESPONSIBILITY OF THE CONTRACTOR.
4. IN THESE DRAWINGS WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. PROSSER|PRIME, INC. MUST BE NOTIFIED OF ANY VARIATION FROM THE
DIMENSIONS AND CONDITIONS SHOWN IN THESE DRAWINGS.
5. ALL DIMENSIONS SHOWN ARE TO THE EDGE OF THE ITEM BEING DIMENSIONED, UNLESS OTHERWISE NOTED. ALL SPOT ELEVATIONS ARE TO
FINISHED CONCRETE WORK, UNLESS OTHERWISE NOTED.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING AND VERIFYING FINAL GRADES, SLOPES, AND SWALES WITH THE LANDSCAPE SITE PLAN. ANY DISCREPANCIES BETWEEN THESE PLANS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO THE FINAL BID AND/OR CONSTRUCTION. POSITIVE DRAINAGE SHALL BE MAINTAINED IN ALL AREAS.
7. THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE CIVIL
ENGINEER AND LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.
8. SEE GEOTECHNICAL REPORT FOR SITE PREPARATION REQUIREMENTS. SEE STRUCTURAL ENGINEERING PLANS FOR REQUIRED TESTING. ALL REPORTS SHALL SUBMITTED TO THE STRUCTURAL ENGINEER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL.
9. THE EXISTING UTILITY FACILITIES AND LOCATIONS SHOWN ON THE DRAWINGS ARE TAKEN FROM READILY AVAILABLE INFORMATION. THE ACTUAL LOCATIONS OF THE UTILITY FACILITIES MAY VARY SOMEWHAT FROM THE LOCATIONS SHOWN AND THERE MAY BE UTILITY FACILITIES EXISTING THAT ARE NOT SHOWN OR INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES TO LOCATE FACILITIES BEFORE BEGINNING WORK. CONTRACTOR SHALL PROTECT UTILITY FACILITIES AND REPAIR ANY DAMAGES RESULTING FROM THEIR WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS AND RELOCATE IF REQUIRED AT NO COST TO THE OWNER.
10. UNDERGROUND UTILITIES, STORMWATER IMPROVEMENTS AND IRRIGATION SHALL BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR
PAVEMENT.
11. PAVEMENT SUBGRADE SHALL HAVE ALL UNSUITABLE MATERIAL REMOVED TO A DEPTH OF 3 FEET BELOW THE SUBGRADE AND 2.5 FEET BEYOND THE BACK OF CURB, UNLESS STATED OTHERWISE IN THE GEOTECHNICAL REPORT. BACKFILL WITH SUITABLE MATERIAL PER THE GEOTECHNICAL
REPORT.
12. UNSUITABLE MATERIALS ENCOUNTERED SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE MATERIAL AND REPLACEMENT OF SUITABLE FILL. EXCESS SUITABLE FILL MATERIAL SHALL BE MOVED TO OWNER SPECIFIED
LOCATION. SEE GEOTECHNICAL REPORT AND CIVIL ENGINEERING PLANS.
13. THE CONTRACTOR SHALL PROVIDE A QUALIFIED SOILS TESTING FOR ALL LANDSCAPED AREAS, REFER TO LANDSCAPE SPECIFICATIONS.
14. CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER
METHODS AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER.
15. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED.
16. THE CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS A RESULT OF THEIR WORK AT NO ADDITIONAL EXPENSE
TO THE OWNER.
17. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH COUNTY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
18. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR.
19. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED AND PRESERVED, SEE THE LANDSCAPE PLANS FOR TREE BARRICADE DETAIL.
20. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE PROPOSED LOCATIONS OF THE TREES AND PALMS WITH THE SUBCONTRACTORS SO THAT THESE PLANTING AREAS REMAIN FREE OF PIPES, CONDUIT, TRANSFORMERS, ETC. ANY RE-LOCATIONS OR RE-ROUTING OF THE SITE INFRASTRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE G.C. AND SUBCONTRACTOR.
21. THE CONTRACTOR SHALL COORDINATE THE CONNECTION OF THE PROPOSED PIPING WITH ALL EXISTING PIPING.
22. CONTRACTOR SHALL ENSURE THAT ALL NEW AND EXISTING DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AT
TIME OF ACCEPTANCE.
23. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY
CONTACT THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT.
24. PRIOR TO THE FINAL INSTALLATION, GRADES SHALL BE VERIFIED THAT ADA MAXIMUM SLOPES HAVE NOT BEEN EXCEEDED.
ALL DRAINAGE PIPE SHALL BE ADS SINGLE WALL CORRUGATED HDPE PIPE OR EQUAL.
MINIMUM PIPE SLOPES ARE AS FOLLOWS:
6" DRAINAGE PIPE - SLOPE AT 1.00% MIN. 12" DRAINAGE PIPE - SLOPE AT 0.50% MIN.
8" DRAINAGE PIPE - SLOPE AT 1.00% MIN. 15" DRAINAGE PIPE - SLOPE AT 0.25% MIN
10" DRAINAGE PIPE - SLOPE AT 0.50% MIN. 18" DRAINAGE PIPE - SLOPE AT 0.20% MIN1
25. CONTRACTOR SHALL COORDINATE ALL REMOVAL AND SITE REQUIREMENTS IN THIS PACKAGE. CONTRACTOR SHALL INCLUDE GRADING, PERMITTING, AND COORDINATION OF ALL UTILITIES ABOVE AND BELOW GROUND IN THIS PACKAGE.
26. CONTRACTOR SHALL PROVIDE IRRIGATION DESIGN AND COORDINATION FOR THIS PACKAGE.
Denotes High Point Elevation
Denotes Edge of Pavement Elevation
Denotes Top of Curb Elevation
Denotes Top of Wall Elevation
EP 81.5
HP 81.75
TOB 81.0
TW 86.0
TC 81.5
General Legend
Denotes Finish Floor ElevationFFE 85.0
LP 71.75 Denotes Low Point Elevation
31.0 Denotes Proposed Civil Engineers
Denotes Existing Spot Grades
FG 86.0 Denotes Proposed Hardscape
FG 86.0 Denotes Finished Grade Elevation
BS 86.0 Denotes Bottom of Stair Elevation
Denotes Top of Stair ElevationTS 86.0
Spot Grades
Spot Grades
Denotes Top of Bank Elevation
Denotes TransformerT
Denotes Wheel Stop
Denotes Manhole Cover
Denotes Fire Hydrant
M.H.
F.H.
Denotes Drain
RM 31.0 Denotes Rim Elevation
Denotes A/C Condenser Unit
Denotes Disabled Access Slope
Denotes Disabled Parking Space
Denotes Surface Drainage Direction
Denotes Trench Drain
Denotes Area Drain ElevationAD 87.0
BD 87.0 Denotes Brass Drain Elevation
A/C
Denotes Planter AreaP.A.
Denotes Atrium Drain ElevationAT 87.0
Denotes Normal Water LevelN.W.L.
Denotes Clean OutC.O.
TD
Denotes Bottom of Slope ElevationBOS 79.5
TF 70.5 Denotes Top of Footing Elevation
Denotes Existing Contour
Denotes Proposed Contour
Denotes Pool Shower
Denotes Hose Bibb Denotes Camera Pole
Denotes Light Pole
31.0
T COL 87.5 Denotes Top of Column Elevation
SIGNAGE NOTES
1. ALL GRAPHICS, LOGOS, TEXT, FONTS, ETC TO BE COORDINATED WITH AND CONFIRMED BY OWNER. SIGN FABRICATOR TO DEVELOP DIGITAL
ARTWORK FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE.
2. CONTRACTOR SHALL VERIFY ALL TEXT HEIGHT TO BE APPROPRIATE FOR EACH SIGN TYPE.
3. CONTRACTOR SHALL PREPARE A FULL SIZE MOCK UP OF EACH SIGN TYPOLOGY PRIOR TO FINAL INSTALLATION FOR CLIENT APPROVAL.
- SIGN TYPOLOGY 1 - MAIN ENTRY SIGN ON BEACH BLVD.
- SIGN TYPOLOGY 2A - ENTRY SIGN ON HUFFMAN ROAD.
- SIGN TYPOLOGY 2B - ENTRY SIGN ON ALDEN ROAD.
- SIGN TYPOLOGY 5 - VEHICULAR DIGITAL SIGN.
4. CHANNEL LETTERS - HEIGHT AND DEPTH AS NOTED ON SIGN TYPES,
- ALUMINUM CONSTRUCTION PAINTED;
- ACRYLIC FACES COLOR AS NOTED ON SIGN TYPES;
- INTERNAL WHITE LED ILLUMINATION
- ATTACH FLUSH TO STONE OR STAND OFF, APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
LD1.01
LS1.01
1/LD1.02
1/LS1.02
2/LD1.02
2/LS1.02
BE
AC
H B
O U
LE
VA
R D
HUFFMAN ROAD
AL
D
EN
R
O
AD
1 N.T.S.
Overall Site Plan
Product Schedule
ITEM SPECIFICATIONS MANUFACTURER
A PRIMARY I.D.
SIGN: STONE
STONE TYPE: ONAGA. COLOR:
BOTTOM LEDGE
COTTONWOOD-HONED (SMOOTH)
SUPPLIER: CASH BUILDING MATERIAL, US STONE
INDUSTRIES, LLC.
PHONE: 904-535-0219, TREY ECHOLS
B PRIMARY I.D.
SIGN: LETTERS
COLOR LOGO: PANTONE 302
BACKLIT CHANNEL LETTERS ON 1"
STAND OFFS.
TYPEFACE: OPEN SANS
SUPPLIER: GEMINI INCORPORATED
PHONE: (877)-877-2922, WWW.SIGNLETTERS.COM
COLOR TO MATCH BRAND STANDARDS, LED
COLOR CHANGE AS OPTION
C PRIMARY I.D. SIGN
BASE: STONE
STONE TYPE: ONAGA. COLOR:
BLEND-COTTON WOOD SPLIT
(ROUGH) AND BOTTOM LEDGE
COTTONWOOD HONED (SMOOTH)
SUPPLIER: CASH BUILDING MATERIAL, US STONE
INDUSTRIES, LLC.
PHONE: 904-535-0219, TREY ECHOLS
D LARGE TREE
UPLIGHTING
LED SPECIALTY ARCHITECTURAL
FLOOD FLAME
RGB FIXTURE: HYDREL, SAF14F
SUPPLIER: ASI LIGHTING
PHONE: 386-804-8241, CHRISTOPHER LUPICA
EMAIL: CLUPICA@ASILIGHTING.COM
E SIGN UP LIGHT 4750L-4FT-2000LMF-35K-MVOLT-
MFL-KM-SMSA24"-HVSR-BL
SUPPLIER: ASI LIGHTING
PHONE: 386-804-8241, CHRISTOPHER LUPICA
EMAIL: CLUPICA@ASILIGHTING.COM
VEHICULAR
DIGITAL SIGN
10 MM DIGITAL EMC FULL COLOR
IN A ALUMINUM CABINET
NOTES:
1. MATERIALS SPECIFICATIONS LISTED ABOVE DEMONSTRATE QUALITY AND MATERIAL TYPES. OPTIONAL MATERIALS AND MANUFACTURE'S MAY BE SUBMITTED TO BE CONSIDERED AS VALUE ENGINEERING
ALTERNATES. CONTRACTOR SHALL SUBMIT ALTERNATE MANUFACTURE'S INFORMATION AND
SPECIFICATIONS FOR APPROVAL PRIOR TO BID BEING AWARDED.
2. CONTRACTOR TO PROVIDE FULL SCALE MOCK-UPS FOR FIELD REVIEW OF ALL SIGNS PRIOR TO COMMENCING ANY FABRICATION. COORDINATION WITH OWNER REPRESENTATIVE SIZE AND LOCATION
FOR FIELD REVIEW.
3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, SAMPLES AND/OR PRODUCT CUT SHEETS FOR REVIEW.
4. FONT AND COLOR MUST BE APPROVED BY FSCJ BRANDING.
5. ALL SIGNAGE UPLIGHTING QUANTITIES AND LOCATIONS SHALL BE COORDINATED WITH SITE ELECTRICAL
PLANS AND FSCJ.
(2
' R /W
P
ER
F D
O T
M
AP
S
EC
TI
O
N
ST
AT
E
R O
AD
N
O . 2
U .S
. H
IG
H W
AY
BE
AC
H
B O
U
LE
VA
R
D U N
IV
ER
SI
TY
R O
AD
REMOVE 10" PALM
DEMO (1) EXISTING FSCJ SIGN AND DIGITAL
SIGN. CONTRACTOR SHALL TAKE DUE CARE
TO PROTECT F.O.C. AND POWER.
ROCK PLAQUE TO BE RELOCATED,
COORD. W/ FSCJ FOR FUTURE
LOCATION.
WAYFINDING SIGNAGE TO
REMAIN. CONTRACTOR SHALL
TAKE DUE CARE TO PROTECT.
RELOCATE (2) CONCRETE LIGHT
POLES AND (4) FIXTURES TO
CENTER MEDIAN AS SHOWN ON
SHEET LS1.01. STORE (2)
CONCRETE POLES PER FSCJ
DIRECTION
LETTER BOARD SIGN TO BE RELOCATED,
COORD. W/ FSCJ FOR FUTURE LOCATION
FLORIDA STATE COLLAGE
JACKSONVILLE ROAD
ROW LINE
EXISTING CONC. SIDEWALK
TO REMAIN.
EXISTING CONC. SIDEWALK TO
REMAIN.
REMOVE ARBORVITAE
REMOVE ARBORVITAE
EX. LIGHT POLE TO
REMAIN
EX. LIGHT POLE TO
REMAIN
NOTE: TWO (2) OF THE REMOVED LIGHT POLES W/ (2)
LIGHT FIXTURE PER POLE ARE TO BE RELOCATED
INTO THE CENTER MEDIAN, SEE SITE ELECTRICAL
PLANS.
2/18/2026
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
01.16.26 125038.01
SRB
RRL
AS NOTED
LANDSCAPE DEMO
PLAN
LD1.01
RICHARD LONERGAN
LA 1550
2026/02/18 ADDENDUM #2
1 Scale: 1" = 20'-0" Main Entry at Beach Blvd. 20 200
'-8
4"
*1 '-4
'-8
4'-0"
1/
2"
POURED CONC. CAP W/ 'U'
BLOCK - SEE STRUCTURAL
SLOPE GRADE AWAY FROM
SIGN WALL.
COMPACT SUBGRADE.
FRONT
OF SIGN
PLINTH BEYOND.
SPECIALTY SIGNAGE, RE: 4/LS2.01
ELECTRICAL CONDUIT
* CONTRACTOR SHALL COORD.
1' -0
2'-0"8"
SIGNAGE, SEE PRODUCT SCHEDULE
FOR FONT TYPE. CONTRACTOR SHALL
SUBMIT SHOP DWGS. FOR IN WALL
SIGN BOX W/ REMOVABLE FACE FOR
ACCESS TO POWER SUPPLY.
3' -0
3'
-4
/8
5/
8"
4" 2'
-1 0"
4" 6"
3"6"
8"
NOTE: COORD. W/ SIGN
3" 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
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
REINFORCED CONC. FTG, SEE
STRUCT. PLANS. FOR FOOTING
SIZE AND REBAR SIZE AND
QUANTITY
3 1/2"
2'-3 1/2"
2'-0"
8"
CL
CMU COLUMN, SEE STRUCTURAL
PLANS FOR REINFORCEMENT.
6'-0"
4' -8
1/
2"
* 1 '-4
6' -0
FRONT
OF SIGN
SPECIALTY SIGNAGE, ACRYLIC SIGN
LETTERS TO MATCH ACRYLIC FILLED
LETTERS ABOVE, ON 1-1/2" STAND
OFF.
COMPACT SUBGRADE.
SLOPE GRADE AWAY FROM
SIGN WALL.
TOWER BEYOND
POURED CONC. CAP W/ 'U'
BLOCK - SEE STRUCTURAL
2"
* CONTRACTOR SHALL COORD.
TOP OF FTG. FOR SIGN
COLUMN TOPS TO MATCH.
1' -0
8" 3'-0"
3'-0"
SIGNAGE BEYOND
8" 4"
8" 1'
-3
NOTE: COORD. W/ SIGN CONTRACTOR FOR
POWER REQUIREMENTS.
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
3" 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
3'-3 1/2"
3 1/2"
8"
CL
CMU PLINTH, SEE STRUCTURAL
PLANS FOR REINFORCEMENT.
A
LS2.01
LS1.01
9'-4"5'-4"
4' -8
9'
-0
3' -0
1'
-8
30'-0"
*1 '-4
'-8
LS2.01
LS2.02
CMU PLINTH W/ THIN LIMESTONE STONE
VENEER BANDS AND HONED FINISH
LIMESTONE VENEER BANDS
CMU TOWER W/ LIMESTONE
VENEER, HONED FINISH
SLOPE GRADE AWAY FROM
SIGN WALL
REINFORCED CONC. FTG, SEE
STRUCT. PLANS. FOR FOOTING SIZE
AND REBAR SIZE AND QUANTITY
NOTE: SEE SITE ELECTRICAL PLAN
FOR POWER AND LIGHTING.
B
LS2.01
C
LS2.01
1' -4
2'
-2
1'
SIGNAGE, COORD. W/ OWNER FOR ART
WORK AND FONT TYPE. 34.5 SF OF
SIGN FACE PER SIGN.
SIGNAGE, MATCH FONT TYPE. 10.6 SF OF
SIGN FACE PER SIGN. THE CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS TO
ACCOMMODATE THE REMOVAL OF SIGN
OR FOR A POTENTIAL NAME CHANGE.
2"
1/
2"
3" THICK LIMESTONE CAP W/ DRIP KERF AND
HONED FINISH. SET CAP WITH 1/2" THICK
MORTAR SET
3" THICK LIMESTONE CAP W/ DRIP KERF AND
HONED FINISH. SET CAP WITH 1/2" THICK
MORTAR SET
3" THICK LIMESTONE CAP W/ DRIP KERF AND
HONED FINISH. SET CAP WITH 1/2" THICK
MORTAR SET
CMU PLANTER W/ THIN LIMESTONE STONE
VENEER BANDS AND HONED-FINISH
LIMESTONE VENEER BANDS
1/
2"
1'-4"
6"
FACE OF CMU, TYP.
FACE OF CMU, TYP.
1/
2"
SIGN LETTERS:
1. FSCJ - SHALL BE ACRYLIC FILLED ALUM. CHANNEL LETTERS W/ FRONT AND
BACK LIGHTING. ACRYLIC FILL SHALL MATCH LOGO COLOR, REFER TO
FSCJ FOR ALL RT WORK.
2. FLORIDA STATE COLLEGE AT JACKSONVILLE - SHALL BE BACK LIT ALUM.
CHANNEL LETTERS, COLOR BLACK.
3. SOUTH CAMPUS - SHALL BE BACK LIT ALUM. CHANNEL LETTERS, COLOR
BLACK.
CLCLCLCL
3' -0
3'
-0
6' -0
8'-8"
PLAN A
PLAN B
PLAN C
CLCLCLCL
40'-8" 4'-0"
5'-4" 4'-8" 3'-8" 4"
CLCLCLCL
4"30'-0"
C L
1' -0
4'
-0
1' -0
4'
-0
C L
CMU WALL W/ HONED LIMESTONE
VENEER AND THIN LIMESTONE STONE
VENEER, SEE PRODUCT SCHEDULE
1' -0
4'
-0
1' -0
C
L
4"
CL
4"4"
2'-0"
1' -0
PLANTER
PLANTER
PLANTER
FTG BELOW, SEE STRUCT.
PLANS.
FTG BELOW, SEE STRUCT.
PLANS.
FTG BELOW, SEE STRUCT.
PLANS.
3" THICK LIMESTONE CAP W/ HONED
FINISH ON PLANTER. LAYOUT WALL
CAP AS SHOWN.
2'-0"
1' -1
3" THICK LIMESTONE CAP W/ HONED
FINISH ON PLINTH. LAYOUT WALL
CAP AS SHOWN.
CMU WALL W/ HONED LIMESTONE
VENEER, SEE PRODUCT SCHEDULE.
3" THICK LIMESTONE CAP W/ HONED
FINISH ON COLUMN TOP. LAYOUT
WALL CAP AS SHOWN ON PLINTH.
CMU WALL W/ HONED LIMESTONE
VENEER AND THIN LIMESTONE STONE
VENEER, SEE PRODUCT SCHEDULE
3" THICK LIMESTONE CAP W/ HONED
FINISH ON PLANTER. LAYOUT WALL
CAP AS SHOWN.2'-0"
1' -1
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"
5'-4" 4'-8" 3'-8" 4"
4"
10'-8"
4"4"
4" 4"
6' -0
6'
-0
9'-4"
CLCLCL
8X12X16 CMU BLK
CMU WALL W/ HONED LIMESTONE
VENEER, SEE PRODUCT SCHEDULE.
3" THICK LIMESTONE CAP W/ HONED
FINISH ON COLUMN TOP. LAYOUT
WALL CAP AS SHOWN ON PLINTH.
8X12X16 CMU BLK
CMU WALL W/ HONED LIMESTONE
VENEER, SEE PRODUCT SCHEDULE.
3" THICK LIMESTONE CAP W/ HONED
FINISH ON COLUMN TOP. LAYOUT
WALL CAP AS SHOWN ON PLINTH.
2/18/2026
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
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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
1]
/1 8/
1:
:1
AM
R ic ha rd
L on er ga n
2025-01-25 pae-jaxciv-bsbrdr
2 Scale: 1/4" = 1'-0" Entry Monument Sign (Sign Typology 1) Elevation and Cross Sections
3 Scale: 1/2" = 1'-0" Entry Monument Sign (Sign Typology 1) Section
4 Scale: 1/2" = 1'-0" Entry Monument Sign (Sign Typology 1) Section pae-jaxciv-bstblk2025-02-07
01.16.26 125038.01
SRB
RRL
AS NOTED
LANDSCAPE SITE
DETAILS
LS2.01
RICHARD LONERGAN
LA 1550
2026/02/18 ADDENDUM #11
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
3" 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
3" 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"
3" 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
3" 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
3" 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"
3" THICK LIMESTONE CAP W/ HONED
FINISH. LAYOUT WALL CAP AS
SHOWN.
CMU WALL W/ HONED LIMESTONE
VENEER, SEE PRODUCT SCHEDULE.
3" 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
SIGNAGE NOTE:
1. 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.
2. SIGN TYPOLOGY 2A AND 2B SHALL MATCH THE SIGN LETTERS
FOR SIGN TYPOLOGY 1 AT BEACH BLVD. BUT THESE SIGNS
WILL NOT BE ILLUMINATED FROM THE CHANNEL LETTERS.
THEY WILL BE ILLUMINATED FROM A GROUND MOUNTED UP
LIGHT, SEE ELECTRICAL PLANS.
3. CONTRACTOR SHALL PERFORM A NIGHT TIME LIGHTING
MOCKUP FOR DESIGN TEAM AND OWNERSHIP FOR REVIEW.
1 Scale: 1/2" = 1'-0" Entry Monument Sign (Typology 1 & 2A) Low Planter Wall Section
2/18/2026
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
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Si gn ag e\
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\S he et s\
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S2 .0
2]
/1 8/
1:
:2
AM
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
2026-02-18 ADDENDUM #2
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
2 2
2 2
'-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
3" 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"
3"
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"
3"
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
3"
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' -3
/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
3" 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
2/18/2026
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]
/1 8/
1:
:2
AM
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
2026-02-18 ADDENDUM #2
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
SIGNAGE NOTE:
1. 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.
2. SIGN TYPOLOGY 2A AND 2B SHALL MATCH THE SIGN LETTERS
FOR SIGN TYPOLOGY 1 AT BEACH BLVD. BUT THESE SIGNS
WILL NOT BE ILLUMINATED FROM THE CHANNEL LETTERS.
THEY WILL BE ILLUMINATED FROM A GROUND MOUNTED UP
LIGHT, SEE ELECTRICAL PLANS.
3. CONTRACTOR SHALL PERFORM A NIGHT TIME LIGHTING
MOCKUP FOR DESIGN TEAM AND OWNERSHIP FOR REVIEW.
LS2.03
8'-8"
C L
4" 4"
2'-0"
1' -0
3" THICK LIMESTONE CAP W/ HONED
FINISH ON PLINTH. LAYOUT WALL
CAP AS SHOWN.
CMU WALL W/ HONED LIMESTONE
VENEER, SEE PRODUCT SCHEDULE.
3" 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' -8
1/
2"
DRIVEWAY
PLAN A
3'
-0
2/18/2026
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
4]
/1 8/
1:
:3
AM
R ic ha rd
L on er ga n
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
2026-02-18 ADDENDUM #2
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
2 2
XXXXX
WALKWAY
F.C.C.J. DRIVE
F.C .C
.J.
D
RIV
E
F.
C
.C .J
D
RI
V
E
F.
C
.C .J
D
RI
V
E
F.C.C.J. DRIVE
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
\\m sa
-p s.
co m
\fs \P ro je ct \2
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/1 8/
2:
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PM
A nd re w
W ile y
2025-01-25 pae-jaxciv-bsbrdr
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY NAMIR A. HADDAD P.E.
ON THE DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
pae-jaxciv-bstblk2025-02-07
01/16/2026 125036.01
NAH
AW
AS NOTED
OVERALL SITE PLAN
GENERAL NOTES AND
LEGEND
E1.0
ELECTRICAL LEGEND
OVERALL SITE PLAN
LIGHTING FIXTURE SCHEDULE
G H
H1
DMX CONTROL EQUIPMENT MOUNTING DETAIL
FLOODLIGHT DETAIL-TYPE G FLOODLIGHT DETAIL-TYPE H DMX REPEATER INSTALLATION DETAIL
NOTES:
AutoCAD SHX Text
HUFFMAN ROAD
AutoCAD SHX Text
BEACH BOULEVARD
AutoCAD SHX Text
ALDEN ROAD
AutoCAD SHX Text
DRAINAGE CANAL
AutoCAD SHX Text J.E.A.
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
LAKE
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
POND
AutoCAD SHX Text
EXIST.
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text W3
AutoCAD SHX Text W5C
AutoCAD SHX Text W5B
AutoCAD SHX Text W4
AutoCAD SHX Text W5A
AutoCAD SHX Text
WI
AutoCAD SHX Text W2
AutoCAD SHX Text
FIRE TRAINING
AutoCAD SHX Text
CENTER
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text D
AutoCAD SHX Text G
AutoCAD SHX Text H
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text J
AutoCAD SHX Text O
AutoCAD SHX Text H
AutoCAD SHX Text Q
AutoCAD SHX Text
TENNIS
AutoCAD SHX Text
COURTS
AutoCAD SHX Text
FIREFIGHTER MEMORIAL DRIVE
AutoCAD SHX Text M1
AutoCAD SHX Text M2
AutoCAD SHX Text M3
AutoCAD SHX Text M4
AutoCAD SHX Text
HUFFMAN ROAD
AutoCAD SHX Text L
AutoCAD SHX Text
PARKING
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text E https://www.prosserinc.com/ https://www.prosserinc.com/ https://www.prosserinc.com/ https://www.prosserinc.com/ AutoCAD SHX Text N
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STATE OF
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AutoCAD SHX Text No. 31967 3196731967
AutoCAD SHX Text EXISTING POLE MOUNTED LIGHTING FIXTURE. LETTER INDICATES DESIGNATION, NUMBER INDICATES CIRCUIT TAKEN FROM RECORD DRAWINGS. EXISTING LIGHTING AND/OR POWER PANELBOARD EXISTING EMERGENCY CALL STATION EXISTING HANDHOLE NEW UNDERGROUND CONDUIT AND CIRCUIT NEW HANDHOLE TREE UPLIGHT TYPE 'G' SIGN UPLIGHT TYPE 'H' NEW DMX REPEATER
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EC
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AutoCAD SHX Text 600'
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GRAPHIC SCALE: 1" = 300'-0"
AutoCAD SHX Text 300'
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AutoCAD SHX Text 300'
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AutoCAD SHX Text 6"
AutoCAD SHX Text 18"
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8" DIA.
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TO DMX REPEATER
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10,000 AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING
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TOTAL KVA
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WIRE
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SPACE
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SPACE
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SPACE
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SPACE
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SPACE
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EXISTING MARQUIS SIGN
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EXISTING POLE LIGHTS
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DESIGNATION
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NO.
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CKT
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GND
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TRIP
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POLE
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COND
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CIRCUIT
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CIRCUIT
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BREAKER
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KVA
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COND
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POLE
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TRIP
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GND
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WIRE
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BREAKER
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CIRCUIT
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KVA
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CIRCUIT
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SPACE
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SPACE
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SPACE
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EXISTING CIRCUIT
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EXISTING FCCJ SIGN
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DESIGNATION
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CKT
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NO.
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DMX
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10,000 AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING
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120/240 VOLTS 1 PHASE 3 WIRE
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TOTAL KVA
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WIRE
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SQ. D. TYPE QO
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SURFACE MTD. CIRCUIT BREAKER TYPE
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COOLING UNIT
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UP LIGHTING
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NEW SIGN - SOUTH
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UP LIGHTING - SOUTH
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UP LIGHTING - SOUTH
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EXISTING MARQUIS SIGN
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EXISTING POLE LIGHTS
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DESIGNATION
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NO.
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CKT
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MODIFIED PANEL PP
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GND
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TRIP
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POLE
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CIRCUIT
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CIRCUIT
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BREAKER
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KVA
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COND
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POLE
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TRIP
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GND
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WIRE
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BREAKER
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CIRCUIT
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KVA
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CIRCUIT
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100 AMP MAIN CIRCUIT BREAKER
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SPD
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SIGN - NORTH
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UP LIGHTING - NORTH
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UP LIGHTING - NORTH
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EXISTING CIRCUIT
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NEW FCCJ SIGN
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DESIGNATION
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CKT
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NO.
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AutoCAD SHX Text NEW CIRCUIT. PROVIDE NEW CIRCUIT BREAKER AND WIRES. AIC TO MATCH EXISTING PANEL SEE CONDUIT AND WIRE SCHEDULE FOR SIZE. THRU PHOTOCELL. RUN CIRCUIT THRU 6 POLE CONTACTOR.
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TYPE
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MANUFACTURER
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CATALOUGE NUMBER
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LIGHT SOURCE
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VOLTS
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MOUNTING HEIGHT
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REMARKS
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TYPE/TEMP
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WATTS
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LUMENS
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HYDREL
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SAF14F-LED-P1-RGBW4-MVOLT-W70DEG-CWL-KM-CSM-DMX-BL
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AutoCAD SHX Text 64.7
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AutoCAD SHX Text 120-277V
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GROUND
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LARGE TREE UPLIGHTING
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ACUITY
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4750L-4FT-2000LMF-35K-MVOLT-MFL-KM-PSSA"-HVSR-BL
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GROUND
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4' SIGN UPLIGHTING
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ACUITY
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4750L-2FT-2000LMF-35K-MVOLT-MFL-KM-SMSA24"-HVSR-BL
AutoCAD SHX Text 3500K
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GROUND
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2' SIGN UPLIGHTING
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120/240 VOLTS 1 PHASE 3 WIRE
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SQ. D. TYPE QO
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SURFACE MTD. CIRCUIT BREAKER TYPE
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EXISTING PANEL PP
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100 AMP MAIN CIRCUIT BREAKER
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TO HANDHOLE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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DMX REPEATER PATHWAY #PWREPIP65P4RDM
AutoCAD SHX Text 10.24"
AutoCAD SHX Text ABOVE GRADE CONDUITS SHALL BE RIGID GALVANIZED STEEL. COMPACT DIRT AROUND STEEL TUBES. PAINT PORTION OF TUBE IN CONTACT WITH EARTH WITH RUST RESISTANT PAINT.
AutoCAD SHX Text
AutoCAD SHX Text 02.18.26
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ADDENDUM #2
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1. PROVIDE SHOP DRAWINGS DETAILING LAYOUT OF PROVIDE SHOP DRAWINGS DETAILING LAYOUT OF EQUIPMENT. WIRING, CABLE DATA SHEETS, SHOP DRAWINGS AND ALL REQUIRED COMPONENTS FOR FUNCTIONAL DMX/POWER SYSTEM. 2. DMX REPEATER CABLE SHALL BE 2 PAIR DMX REPEATER CABLE SHALL BE 2 PAIR INDIVIDUALLY TWISTED SHIEKDED CABLE WITH JACKET SUITABLE FOR UNDERGROUND APPLICATION MODEL AND MAKE OF CABLE SHALL BE AS RECOMMENDED BY HYDREL. 3. DMX/POWER CABLE SHALL BE 6 CONDUCTOR DMX/POWER CABLE SHALL BE 6 CONDUCTOR SUITABLE FOR UNDERGROUND APPLICATION MODEL AND MAKE OF CABLE SHALL BE AS MANDUFACTURED BY HYDREL. 4. PROVIDE TRAINING ON PROGRAMMING AND PROVIDE TRAINING ON PROGRAMMING AND OPERATION OF THE DMX SYSTEM. 5. ENCLOSURE SHALL BE 36" X 24" X 12"D ENCLOSURE SHALL BE 36" X 24" X 12"D HUFFMAN #A36R2412HCR. NEMA-3R. PROVIDE NVENT/HOFFMAN COOLING UNIT #N160116H800, NEMA-3R, 800 BTU, 120V 235 WATTS. 6. NEW SURGE PROTECTOR. EATON NEW SURGE PROTECTOR. EATON #SPC-150-240N-I-P.
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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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ON THE DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
pae-jaxciv-bstblk2025-02-07
01/16/2026 125036.01
RRL
RRL
AS NOTED
LIGHTING SITE PLAN
E1.1
MAIN ENTRY BEACH BLVD. - EXISTING ELECTRICAL MAIN ENTRY BEACH BLVD. - NEW ELECTRICAL
KEYED NOTES:
CABLE AND CONDUIT
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14"LIVE OAK
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23"LONGLEAF PINE
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SIGN
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SIGN
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ROCK PLAQUE
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CONC WALK
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CONC WALK
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APROX TOP BANK
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BGV
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BGV
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BGV
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BGV
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BGV
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BGV
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BGV
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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CINL
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CINL
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BEACH BOULEVARD
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F.C.C.J. DRIVE
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21"LONGLEAF PINE
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23"LONGLEAF PINE
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ROCK PLAQUE
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CONC WALK
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CONC WALK
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CONC WALK
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APROX TOP BANK
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(2)CB W/ METAL BAFFLE
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BGV
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BGV
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CINL
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BEACH BOULEVARD
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DMX
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DMX
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DMX
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F.C.C.J. DRIVE
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(TYPICAL)
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AutoCAD SHX Text 1A https://www.prosserinc.com/ https://www.prosserinc.com/ https://www.prosserinc.com/ https://www.prosserinc.com/ AutoCAD SHX Text N
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STATE OF
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AutoCAD SHX Text No. 31967 3196731967
AutoCAD SHX Text 0'
AutoCAD SHX Text 15'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 40'
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GRAPHIC SCALE: 1" = 20'-0"
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GRAPHIC SCALE: 1" = 20'-0"
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AutoCAD SHX Text REMOVE LIGHTING POLE. RELOCATE LIGHTING FIXTURES TO ISLAND. FIELD VERIFY ROUTING OF CONDUITS. RESTORE CIRCUITS TO EXISTING POLES TO REMAIN. PROVIDE NEW WIRES AND CONDUITS AS REQUIRED (SAME SIZE AS EXISTING). RELOCATE LIGHTING POLES AND LIGHTING FIXTURES. FIELD VERIFY ROUTING OF CONDUITS. RESTORE CIRCUITS TO EXISTING POLES TO REMAIN. PROVIDE NEW WIRES AND CONDUITS AS REQUIRED (SAME SIZE AS EXISTING). NEW LOCATION OF LIGHTING POLE AND LIGHTING FIXTURES. PROVIDE 180° MOUNTING BRACKET.HANDHOLE 13" X 24" 18" DEEP. MOUNT FLUSH WITH GRADE ON TOP OF 6" HIGH BED OF CRUSHED ROCKS. QUAZITE #PD1324BA18 WITH COVER #PG324HH29. DIRECT BORE CONDUITS.
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AutoCAD SHX Text 3#12 WIRES IN 3/4" CONDUIT. 3#8 WIRES IN 1-1/4" CONDUIT. 5#12 WIRES IN 3/4" CONDUIT. 9#10 WIRES IN 1-1/4" CONDUIT AND 1-1/4" SPARE CONDUIT. 1-1/4" CONDUIT WITH DMX REPEATER CABLE. 3/4" CONDUIT WITH DMX REPEATER CABLE. 6 CONDUCTOR POWER/DMX CABLE.
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TO SHEET E1.2
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AutoCAD SHX Text 02.18.26
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ADDENDUM #2
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HUFFMAN BOULEVARD
(120' R/W)
REMOVE 10" PALM
HUFFMAN BOULEVARD
(120' R/W)
WALKWAY
F.C.C.J. DRIVE
F.C .C
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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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A nd re w
W ile y
2025-01-25 pae-jaxciv-bsbrdr
ON THE DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
pae-jaxciv-bstblk2025-02-07
01/16/2026 125036.01
NAH
AW
AS NOTED
ELECTRICAL SITE
PLAN
E1.2
NAMIR HADDAD
31967
SECONDARY ENTRY HUFFMAN RD. - EXISTING ELECTRICAL
SECONDARY ENTRY HUFFMAN RD. - NEW ELECTRICAL
NEW DIGITAL SIGN AT WILSON CENTER. - EXISTING ELECTRICAL
SECONDARY ENTRY HUFFMAN RD. - KEY PLAN
PEDESTAL DETAIL
KEYED NOTES:
TRANSFORMER BOX DETAIL
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CONC
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DIRT
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CONC
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ENTRANCE ROAD FLORIDA STATE COLLAGE AT JACKSONVILLE SOUTH CAMPUS
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CONC WALK
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CINL
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CONC WALK
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SIGN
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CONC WALK
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ASPHALT
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CONC
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DIRT
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CONC
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ENTRANCE ROAD FLORIDA STATE COLLAGE AT JACKSONVILLE SOUTH CAMPUS
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CONC WALK
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CINL
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CONC WALK
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SIGN
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CONC WALK
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ASPHALT
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18"LIVE OAK
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12"PALM
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11"PALM
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11"PALM
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20"LIVE OAK
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24"LIVE OAK
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14"LIVE OAK
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19"LIVE OAK
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28"LIVE OAK
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CONC WALK
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APROX TOP BANK
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WALL
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WALL
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
MES
AutoCAD SHX Text
CINL
AutoCAD SHX Text
CINL
AutoCAD SHX Text
MES
AutoCAD SHX Text
CINL
AutoCAD SHX Text
CINL
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text M1
AutoCAD SHX Text 18,20
AutoCAD SHX Text 3C
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text H
AutoCAD SHX Text
CIRCUIT #16 TO EXISTING LTG.
AutoCAD SHX Text L1A1-16,18,20
AutoCAD SHX Text
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text 3B
AutoCAD SHX Text 3C
AutoCAD SHX Text 3B
AutoCAD SHX Text
EC
AutoCAD SHX Text
BEACH BOULEVARD
AutoCAD SHX Text
DRAINAGE CANAL
AutoCAD SHX Text J.E.A.
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
LAKE
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text D
AutoCAD SHX Text G
AutoCAD SHX Text H
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text J
AutoCAD SHX Text O
AutoCAD SHX Text H
AutoCAD SHX Text Q
AutoCAD SHX Text
TENNIS
AutoCAD SHX Text
COURTS
AutoCAD SHX Text M1
AutoCAD SHX Text M2
AutoCAD SHX Text M3
AutoCAD SHX Text M4
AutoCAD SHX Text
HUFFMAN ROAD
AutoCAD SHX Text L
AutoCAD SHX Text
PARKING
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text E https://www.prosserinc.com/ https://www.prosserinc.com/ https://www.prosserinc.com/ https://www.prosserinc.com/ AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX…
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