B09_-_CASA_324271_-_Revision_1__2026-01-07_0004.pdf
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- Solicitation number
- 140P2026R0016
About this file
These documents are construction drawings for a fee station renovation project at the Castillo de San Marcos National Monument in St. Augustine, Florida. The project involves repairing and raising the seawall, constructing a new fee station building, and modifying site pathways and utilities. Key elements include a small fee station building with ticket windows, a new 8' wide resin-bound stabilized aggregate path, relocated utilities, and preservation of historic site walls. The project is being managed by the National Park Service's Denver Service Center, with design work completed by Croft & Associates and several subconsultant firms. The construction documents are dated January 7, 2026, and include detailed plans for site layout, utility modifications, architectural design, and seawall restoration, with careful consideration of the site's historical significance.
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FLORIDA
NORTHEASTERN
CUBO LINE
FORT
ADMINISTRATION
AND UTILITY
BUILDING
M A
N T
A N
Z A
S
R
IV
E R
CASTILLO DRIVE
CUNA STREET
S T
. G E
O R
G E
S T
R E
E T
C H
A R
L O
T T
E S
T R
E E
T
A V
E N
ID
A
M E
N E
N D
E Z
S P
A N
IS
H
S T
R E
E T
TOLOMATO LANE
C O
R D
O V
A S
T R
E E
T
S E
V
IL
L A
S T
R E
E T
SARAGOSSA STREET
M U
L V
E Y
S T
R E
E T
LEMON STREET
ORANGE STREET
CITY
GATE
S A
N M
A R
C O
A V
E N
U E
CASTILLO DRIVE
R
IB
E R
IA
S
T R
E E
T
R
IV
E R
S A
N S
E B
A S
T
IA
N
P O
N C
E D
E
LE
O N
B
LV
D
PARK BOUNDARY
PARKING
LEGEND
GEORGIA
FLORIDA
JACKSONVILLE
ST AUGUSTINE
DAYTONA
BEACH
CASTILLO SAN
DE MARCOS
NATIONAL
MONUMENT
ATLANTIC
OCEAN
ORLANDO
GULF
OF
MEXICO
OCALA
GAINESVILLE
THIS PROJECT
SCALE OF FEET
150 0 150 300
35 0 35 70
SCALE OF METERS
SCALE OF MILES
0 1515
Project Manager Date
QUALITY DESIGN CERTIFICATION
OR
OR
Development (Title I)
Prepared in Accordance with Design by Design Development (Title I)
Construction Drawing Not Preceded
Approved by Superintendent on
Variance from Design Development (Title I)
Drawing No.
Date
STATEREGION COUNTY
NAME OF PARK
TITLE OF PROJECTCROFT & ASSOCIATES -
PRIME / ARCH / MEP:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
SheetMark REVISION Date Initial
LOCATION WITHIN PARK
NATIONAL PARK SERVICE
UNITED STATES
DEPARTMENT OF THE INTERIOR
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
CONSTRUCTION DOCUMENTS
PMIS/PKG NO.
/7
/2
:0
:0
P
M
REPAIR AND RAISE SEAWALL
CASTILLO DE SAN MARCOS FORT
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
SOUTHEAST ST. JOHNS FLORIDA
1 119
189856
324271
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
01/07/2026100% FINAL CD
140P2023F0306
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
COASTAL
MOFFATT & NICHOL, INC.
MIAMI, FL
DENVER SERVICE CENTER
324271
140P2023F0306
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF
TITLE OF SHEETA/E FIRM
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
/7
/2
:0
:0
P
M A u to d e s k D o c s /2
-4
A
C A
S A
F E
E S
T A
T
IO
N /2
-4
A
C A
S A
A
.r v t
DRAWING INDEX
G001 01/07/2026
M.LAROSA
M.larosa
BB
2 119
324271
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
M L A
R O
S A
R
189856
DRAWING INDEX
SHEET
SUB
SHEET TITLE OF SHEET Revision 1
GENERAL
1 CS COVER SHEET X
2 G001 DRAWING INDEX X
3 G002 GENERAL INFORMATION
4 G101 SITE ACCESS AND STAGING PLAN
5 G102 CLIN PLAN
6 LS101 LIFE SAFETY PLAN
CIVIL GENERAL
7 C000 GENERAL SITE NOTES
CIVIL EXISTING
8 C001 EXISTING CONDITIONS AND DEMOLITION PLAN 1 OF 4
9 C002 EXISTING CONDITIONS AND DEMOLITION PLAN 2 OF 4
10 C003 EXISTING CONDITIONS AND DEMOLITION PLAN 3 OF 4
11 C004 EXISTING CONDITIONS AND DEMOLITION PLAN 4 OF 4
CIVIL SITE
12 C100 OVERALL SITE PLAN
13 C101 SITE PLAN 1 OF 4
14 C102 SITE PLAN 2 OF 4 X
15 C103 SITE PLAN 3 OF 4 X
16 C104 SITE PLAN 4 OF 4
CIVIL
17 C105 SITE LAYOUT PLAN 1 OF 4
18 C106 SITE LAYOUT PLAN 2 OF 4
19 C107 SITE LAYOUT PLAN 3 OF 4
20 C108 SITE LAYOUT PLAN 4 OF 4
21 C109 SITE ACCESSIBILITY PLAN
22 C201 GRADING PLAN 1 OF 4
23 C202 GRADING PLAN 2 OF 4
24 C203 GRADING PLAN 3 OF 4
25 C204 GRADING PLAN 4 OF 4
26 C301 UTILITY PLAN 1 OF 2 X
27 C302 UTILITY PLAN 2 OF 2 X
28 C401 INITIAL EROSION CONTROL PLAN
29 C402 INTERMEDIATE EROSION CONTROL PLAN
30 C403 FINAL EROSION CONTROL PLAN
31 C501 SITE DETAILS
32 C502 EROSION CONTROL DETAILS
33 C601 LIFT STATION PLAN AND ELEVATION
34 C801 FORCEMAIN PROFILE X
HARDSCAPE GENERAL
35 H000 GENERAL NOTES. SYMBOLS, AND FINISH SCHEDULE
36 H100 INDEX SHEET
HARDSCAPE
37 H101 HARDSCAPE PLAN
38 H102 HARDSCAPE PLAN
39 H103 HARDSCAPE PLAN
40 H104 HARDSCAPE PLAN
41 H105 HARDSCAPE DETAILS
LANDSCAPE
42 L100 LANDSCAPE PLAN
43 L101 LANDSCAPE PLAN
44 L102 LANDSCAPE PLAN
45 L103 LANDSCAPE PLAN
46 L104 LANDSCAPE SCHEDULE, DETAILS AND NOTES
47 L110 DETAILED IRRIGATION PLAN (1 OF 2)
48 L111 DETAILED IRRIGATION PLAN (2 OF 2)
49 L112 IRRIGATION DETAILS
50 L113 IRRIGATION NOTES
ARCHITECTURAL SITE
51 AS101 ARCHITECTURAL SITE PLAN X
ARCHITECTURAL GENERAL
52 A001 PARTITION TYPES
53 A002 GENERAL DETAILS
ARCHITECTURAL
54 A101 FLOOR PLAN & ROOF PLAN X
55 A131 REFLECTED CEILING PLAN
56 A201 EXTERIOR ELEVATIONS X
57 A301 BUILDING SECTIONS
58 A311 WALL SECTIONS
59 A351 SECTION DETAILS
60 A601 DOOR & WINDOW SCHEDULE, ELEVATIONS & DETAILS
61 A702 SIGNAGE
62 A711 FINISH PLAN & SCHEDULE
DRAWING INDEX
SHEET
SUB
SHEET TITLE OF SHEET Revision 1
63 A751 STANDARD MILLWORK DETAILS
STRUCTURAL GENERAL
64 S001 GENERAL NOTES
65 S002 GENERAL NOTES
66 S003 SCHEDULES
STRUCTURAL
67 S101 FOUNDATION PLAN
68 S102 ROOF FRAMING PLAN
69 S301 TYPICAL CONCRETE DETAILS
70 S401 TYPICAL WOOD DETAILS
71 S402 TYPICAL WOOD WALL SECTIONS
MECHANICAL GENERAL
72 M001 GENERAL NOTES
MECHANICAL
73 M101 MECHANICAL FLOOR PLAN
ELECTRICAL GENERAL
74 E001 ELECTRICAL GENERAL
ELECTRICAL SITE
75 ES101 ELECTRICAL SITE
ELECTRICAL
76 E100 ELECTRICAL PLAN - LIGHTING, POWER AND SYSTEMS
77 E701 ELECTRICAL DETAILS
78 E702 LOW VOLTAGE DETAILS
COASTAL GENERAL
79 GM001 GENERAL MARINE NOTES (1 OF 2)
80 GM002 GENERAL MARINE NOTES (2 OF 2)
81 GM102 ENVIRONMENTAL CONTROL PLAN
COASTAL EXISTING
82 VM101 EXISTING SEAWLL PLAN
83 VM301 TYPICAL EXISTING SEAWALL SECTIONS
84 VM901 EXISTING CONDITIONS
COASTAL BORINGS
85 BM601 BORING LOGS (1 OF 2)
86 BM602 BORING LOGS (2 OF 2)
COASTAL DEMOLITION
87 DM101 DEMOLITION PLAN
88 DM301 DEMOLITION SECTIONS
89 DM501 EXISTING OUTFALL DEMOLITION DETAILS
90 DM601 GRANITE STONE SALVAGE
91 DM901 DEMOLITION DETAILS (1 OF 2)
92 DM902 DEMOLITION DETAILS (2 OF 2)
COASTAL
93 SM001 STRUCTURAL NOTES (1 OF 2)
94 SM002 STRUCTURAL NOTES (2 OF 2)
95 SM101 MARINE STRUCTURAL SITE PLAN
96 SM102 ENLARGED SEAWALL PLANS
97 SM103 CENTER SEAWALL REPAIR PLAN
98 SM201 SEAWALL ELEVATIONS
99 SM202 ELEVATION - SOUTH SEAWALL
100 SM203 ELEVATION - NORTH SEAWALL
101 SM204 TYPICAL TYPE 1 BLOCK SEAWALL COURSING
102 SM205 TYPICAL TYPE 2 BLOCK SEAWALL COURSING
103 SM206 END WALL COURSING SOUTH WALL
104 SM207 END WALL COURSING NORTH WALL
105 SM301 TYPICAL SEAWALL SECTIONS (1 OF 3)
106 SM302 TYPICAL SEAWALL SECTIONS (2 OF 3)
107 SM303 RETURN WALL SECTIONS (3 OF 3)
108 SM401 ENLARGED SEAWALL PLAN
109 SM402 WOOD WALKWAY LAYOUT PLAN
110 SM501 MARINE STRUCTURAL DETAILS
111 SM502 CENTER SEAWALL REPAIR DETAILS
112 SM503 SOUTH SEAWALL STEPS
113 SM504 MARINE STRUCTURAL DETAILS
114 SM505 MARINE HEADWALL EXTENSION
115 SM506 WOOD WALKWAY DETAILS (1 OF 5)
116 SM507 WOOD WALKWAY DETAILS (2 OF 5)
117 SM508 WOOD WALKWAY DETAILS (3 OF 5)
118 SM509 WOOD WALKWAY DETAILS (4 OF 5)
119 SM510 WOOD WALKWAY DETAILS (5 OF 5)
Grand total: 119
U
S
X
X
X
X
X
X
X
X
X
X
R10'-0" R2'-0"
R45'-0"
R50'-0"R5'-0"
R10'-0"
R10'-0"
R3'-0"
R3'-0"
R5 '-0
"R1'-0"
R35'-0"
R300'-0"
R30'-0"
R40'-0"
R40'-0"
R5 0'-
0"
R3 0'-
0"
R60'-0"
R25'-0"
R5 '-0
" R5'-0"
R220'-0"
R74'-0"
R42'-0"
R25'-0"
R48'-8"
1/ 6/
:5
4:
P M
NORTH TRANSITION
SEAWALL
CENTER SEAWALL
(SEE SHEET SM502)
COVERED WAY WALL
8' WIDE RESIN-BOUND
STABILIZED AGGREGATE PATH
(SEE DETAIL 1/C501)
EXISTING CONCRETE
WALKWAY
EXISTING
CONCRETE
WALKWAY
DRAWBRIDGE
5' WIDE RESIN-BOUND
STABILIZED AGGREGATE
PATH (SEE DETAIL 1/C501)
RE-SET CANNON EXHIBIT.
SEE DETAIL #7/C501
EXISTING HISTORIC
SITE WALLS (TYP.)
SOUTH SEAWALL
(SEE SHEET SM102)
5' WIDE RESIN-BOUND
STABILIZED AGGREGATE PATH
(SEE DETAIL 1/C501)
10' WIDE RESIN-BOUND
STABILIZED AGGREGATE PATH
MATANZAS RIVER
8' WIDE RESIN-BOUND
STABILIZED AGGREGATE
PATH (SEE DETAIL 1/C501)
5' WIDE RESIN-BOUND
STABILIZED AGGREGATE
PATH (SEE DETAIL 1/C501)
EXISTING GUN
EMPLACEMENT
(TYP.)
EXISTING TREE
(TYP.)
EXISTING TREE
(TYP.)
EXISTING TREE
(TYP.)
CONCRETE PAD W/
STAMPED PATTERN
EXISTING STAIRS
PROPOSED CONCRETE
SIDEWALK
(SEE DETAIL 3/C501)
PROPOSED RAMP W/
HANDRAILS
(SEE DETAIL 2/C501)
RAVELIN
MOAT
MOAT
UTILITY SHED
EXISTING STEPS
GLACIS
MOAT
PROPOSED CONCRETE
SIDEWALK
(SEE DETAIL 3/C501)
5' WIDE RESIN-BOUND
STABILIZED AGGREGATE
PATH (SEE DETAIL 1/C501)
EXISTING HISTORIC SITE
WALLS
TIMBER STAIRS
(SEE SHEET SM402)
C102
189856
08/01/2025 14
SITE PLAN 2 OF 4
FORT
C
C
C104 C101
C
C
PATH TO TAPER
FROM 10' TO 6' WIDE
RESET EXHIBIT SIGN
AND CONCRETE PAD
RE-SET ROPE FENCE
AND POSTS
NEW LOCATION FOR
EXISTING EXHIBIT SIGN
NEW LOCATION FOR
EXISTING EXHIBIT SIGN
5'X5' CONCRETE
LANDING
TAPER FROM 8' WIDE PATH TO
5' WIDE CONCRETE LANDING
LEGEND
CONCRETE PAVING
STAMPED CONCRETE
PROPOSED SEAWALL
RESIN-BOUND STABILIZED AGGREGATE PATH
TIMBER STAIRS
SIGN
EXISTING TREE
PROPERTY LINE
18" WIDE CONCRETE BAND TO BE
INSTALLED IN SAME ALIGNMENT
AS BURIED CONCRETE PAVERS
PROPOSED 4' HIGH STEEL
FENCE WITH 8' WIDE GATE.
(SEE DETAIL 5/A351)
PROPOSED FEE STATION
BUILDING (REFER TO
ARCHITECTURAL PLANS)
PROPOSED 4' HIGH
STEEL FENCE
(SEE DETAIL 5/A351)
STAMPED CONCRETE PAVEMENT
IN 24"X24" GRID PATTERN
(SEE DETAIL 6/C501)
EXISTING EAST ENTRANCE RAMP
TO BE MODIFIED W/ HANDRAILS
(SEE DETAIL 2/C501)
324271
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF1/
6/
:5
4:
P M
J.R
J.R
L.C
TITLE OF SHEET
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
A/E FIRM
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
INTERPRETIVE SIGNAGE
TO BE RE-INSTALLED ON
PROPOSED GRADE
ISOLATION JOINT (TYP.)
ISOLATION JOINTS TO BE CUT
WHERE PROPOSED CONCRETE
MEETS THE EXISTING WALLS,
EXISTING CONCRETE, &
PROPOSED BUILDING
ISOLATION JOINT
(TYP.)
CONTROL JOINT (TYP.)
APPROXIMATE LOCATION OF
EXISTING US COAST &
GEODETIC SURVEY MARKER
TO BE REESTABLISHED IN
PROPOSED TABBY AT SAME
LOCATION
NOTES:
1. CONTRACTOR TO STAKE CENTERLINE OF TRAIL AND ALLOW CONTRACTING
OFFICER TO REVIEW AND APPROVE PRIOR TO INSTALLATION. CONTRACTING
OFFICER MAY MAKE FIELD ADJUSTMENTS THAT DIFFER FROM WHAT IS
SHOWN ON THE PLANS.
5'X5' CONCRETE LANDING.
CONCRETE PAD TO BE INSTALLED
AROUND EXISTING TRAVERSE RING
(SEE DETAIL ON SHEET C101)
REMOVABLE
STAINLESS STEEL
STANCHIONS
(SEE DETAIL 1/C103)
X
X
X
X
X
X
X
X
X
X
X
X
X
X R10'-0" R2'-0"
R45'-0"
R50'-0"
R5'-0"
R10'-0"
R10'-0"
R3'-0"
R3'-0"
R35'-0"
R40'-0"
R40'-0"
R5 0'-
0"
R3 0'-
0"
R60'-0"
MATANZAS RIVER
PROPOSED SEAWALL
TO BE CONSTRUCTED
IN SAME ALIGNMENT
AS EXISTING SEAWALL
(SEE SHEET SM102)
SEAWALL STAIRS TO BE
RECONSTRUCTED
(SEE SHEET SM503)
BEGIN FDOT SEAWALL
(BY OTHERS)
PROPOSED 8' CONCRETE
SIDEWALK
(SEE DETAIL 3/C501)
PROPOSED SEAWALL
(SEE SHEET SM102)
EXPAND EXISTING
SIDEWALK TO REVISED
SEAWALL ALIGNMENT
EXISTING CONCRETE
SIDEWALK
CENTER SEAWALL
(SEE SHEET SM502)
RESET EXISTING "NO PARKING"
SIGN IN EXISTING LOCATION
(SEE DETAIL 5/C501)
EXISTING SIGNS
EXISTING CONCRETE
WALKWAY
DRAWBRIDGE
5' WIDE RESIN-BOUND STABILIZED
AGGREGATE PATH (SEE DETAIL 1/C501)
8' WIDE RESIN-BOUND
STABILIZED AGGREGATE PATH
(SEE DETAIL 1/C501)
STAMPED
CONCRETE
EXISTING STAIRS
RAVELINMOAT
EXISTING STEPS
EXISTING HISTORIC SITE
WALLS
EXISTING
CONCRETE
WALKWAY
PROPOSED SOUTH ENTRANCE
RAMP W/ HANDRAILS
(SEE DETAIL 2/C501)
EXISTING HISTORIC SITE
WALLS (TYP.)
EXISTING EAST ENTRANCE RAMP
TO BE MODIFIED W/ HANDRAILS
(SEE DETAIL 2/C501)
C103
189856
08/01/2025 15
SITE PLAN 3 OF 4
8'-0"
C
C
C103 C104
PROPOSED 4' HIGH STEEL
FENCE WITH 8' WIDE GATE.
(SEE DETAIL 5/A351)
CONTROL JOINT (TYP.)
LEGEND
CONCRETE PAVING
STAMPED CONCRETE
PROPOSED SEAWALL
RESIN-BOUND STABILIZED AGGREGATE PATH
TIMBER STAIRS
SIGN
EXISTING TREE
PROPERTY LINE
PROPOSED FEE STATION
BUILDING (REFER TO
ARCHITECTURAL PLANS)
RE-SET CANNON EXHIBIT.
SEE DETAIL 7/C501
RESET EXHIBIT SIGN
AND CONCRETE PAD
RE-SET ROPE FENCE
AND POSTS
STAMPED CONCRETE PAVEMENT
IN 24"X24" GRID PATTERN
(SEE DETAIL 6/C501)
PROPOSED 4' HIGH STEEL
FENCE WITH 8' WIDE GATE.
(SEE DETAIL 5/A351)
18" WIDE CONCRETE BAND TO BE
INSTALLED IN SAME ALIGNMENT
AS BURIED CONCRETE PAVERS
NEW LOCATION FOR
EXISTING EXHIBIT SIGN
NEW LOCATION FOR
EXISTING EXHIBIT SIGN
324271
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF1/
6/
:5
4:
P M
J.R
J.R
L.C
TITLE OF SHEET
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
A/E FIRM
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
INTERPRETIVE SIGNAGE
TO BE RE-INSTALLED ON
PROPOSED GRADE
ISOLATION JOINT (TYP.)
ISOLATION JOINTS TO BE CUT
WHERE PROPOSED CONCRETE
MEETS THE EXISTING WALLS,
EXISTING CONCRETE, &
PROPOSED BUILDING
ISOLATION JOINT
(TYP.)
CONTROL JOINT (TYP.)
APPROXIMATE LOCATION OF
EXISTING US COAST & GEODETIC
SURVEY MARKER TO BE
REESTABLISHED IN PROPOSED
TABBY AT SAME LOCATION
LIVING SHORELINE
APPROXIMATE LOCATION
OF EXISTING US COAST &
GEODETIC SURVEY
MARKER TO BE REMOVED
AND REESTABLISHED IN
PROPOSED SIDEWALK AT
SAME LOCATION IN NEW
ELEVATION
NOTES:
1. CONTRACTOR TO STAKE CENTERLINE OF TRAIL AND ALLOW CONTRACTING
OFFICER TO REVIEW AND APPROVE PRIOR TO INSTALLATION. CONTRACTING
OFFICER MAY MAKE FIELD ADJUSTMENTS THAT DIFFER FROM WHAT IS
SHOWN ON THE PLANS.
REMOVABLE
STAINLESS STEEL
STANCHIONS
(SEE DETAIL 1/C103)
3/4" STAINLESS STEEL LOOPS
WELDED TO POST
(2 OR 4 LOOP CONFIGURATION)
ADA COMPLIANT DUAL LINE
LOOPS TO MATCH TOP
REMOVABLE BASE MOUNT
FOOTING PER MANUFACTURER
RECOMMENDATION
REMOVABLE STAINLESS STEEL
STANCHIONS DETAIL
SCALE: N.T.S.
C103
NOTE:
CONTRACTOR TO SUBMIT STANCHION PRODUCT TO
CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION
2" Ø
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LOD
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D
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
X
X
X
X
X
X
X
X
X
X
UE
UE
UE
UE UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
S
L
W
1/ 6/
:5
4:
P M
C301
189856
08/01/2025 26
UTILITY PLAN 1 OF 2
U
SD
LEGEND
FORCE MAIN LINE
UNDERGROUND ELECTRICAL LINE
UNKNOWN UTILITY LINE
WATER LINE
STORM PIPE
STORM INLET
LIMITS OF DISTURBANCE
EXISTING SANITARY SEWER LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING UNKNOWN UTILITY LINE
EXISTING SANITARY MANHOLE
EXISTING STORM DRAIN
EXISTING STORM PIPE
EXISTING ELECTRICAL UTILITY FEATURE
PROPERTY LINE
LOD
SS
UE
U
SD
NEW ELECTRICAL LINE TO BUILDING
(REFER TO ELECTRICAL PLANS)
EXISTING LIFT STATION TO BE
REMOVED AND REPLACED IN-KIND.
LID TO BE VISIBLE/ACCESSIBLE
AROUND LANDSCAPING (SEE C601)
PROPOSED 4" PVC FORCE MAIN TO
MATCH EXISTING FORCE MAIN'S
HORIZONTAL ALIGNMENT. VERTICAL
ALIGNMENT TO BE ADJUSTED FOR
PROPOSED GRADING.
(SEE C801 FOR FORCE MAIN PROFILE)
(4) EXISTING LIGHTS TO
BE REPLACED
(REFER TO ELECTRICAL
PLANS)
REPLACE EXISTING
ELECTRICAL LINE IN-KIND
REPLACE EXISTING
ELECTRICAL LINE IN-KIND
RELOCATE LIGHT OUTSIDE
OF PROPOSED WALKWAY
C
C
324271
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF1/
6/
:5
4:
P M
J.R
J.R
L.C
TITLE OF SHEET
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
A/E FIRM
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
PROPOSED AIR RELEASE
VALVE INSIDE 4'X4'
CONCRETE VAULT.
(SEE DETAIL 2/C502)
EXISTING 6" VCP GRAVITY SEWER LINE
TO BE REPLACED WITH 6" PVC SEWER
LINE. INVERTS TO MATCH EXISTING
NOTES:
1. EXISTING UTILITIES NOT MARKED TO BE REPLACED SHALL REMAIN
PROTECTED AND OPERATIONAL AT ALL TIMES DURING CONSTRUCTION.
2. CONTRACTOR SHALL PROVIDE TEMPORARY BYPASS FOR SANITARY SEWER
SYSTEM DURING CONSTRUCTION SO THAT THE EXISTING SANITARY
FACILITIES MAY REMAIN OPERATIONAL. CONTRACTOR TO COORDINATE WITH
AND SEEK APPROVAL FROM CONTRACTING OFFICER PRIOR TO ANY
TEMPORARY SHUTDOWN OF SYSTEM.
3. CONTRACTOR TO PROVIDE POTABLE WATER, PORTABLE TOILETS, AND
TEMPORARY HAND CLEANING STATIONS SHOULD THE UTILITY
IMPROVEMENTS IMPACT THESE SERVICES WITHIN THE FORT.
4. EXISTING ELECTRICAL SERVICE TO REMAIN IN USE UNTIL NEW ELECTRICAL
SERVICE IS INSTALLED AND AVAILABLE.
5. CONTROL PANEL FOR LIFT STATION IS LOCATED WITHIN THE FORT. NEW
CONTROLS MUST FIT WITHIN EXISTING SPACE.
6. THE HISTORIC WALLS SHALL REMAIN INTACT DURING DEMOLITION OF THE
EXISTING FORCE MAIN AND INSTALLATION OF THE PROPOSED FORCE MAIN.
THE PROPOSED FORCE MAIN SHALL BE PIPE JACKED OR BORED UNDER THE
WALL. THE EXISTING DEPTH OF THE WALL AND LOCATION OF THE FOOTERS IS
UNKNOWN AND WILL REQUIRE COORDINATION DURING CONSTRUCTION SO
THAT THE WALL IS IMPACTED AS LITTLE AS POSSIBLE.
FORCE MAIN WALL CROSSING.
REFER TO NOTE #6, THIS SHEET
TB
M
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
UE
UE
UE
UE
UEUE
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE UE UE UE UE UE UE UE
UE
UE
U E
U E
U E
U E
UE
UE
UE
U
E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
U E
U E
UE
UE
UE
U
E U
E U
E U
E
UE
UEUEUE
UE
UE
U E
U E
UE
UE
UE
S S U
S
S
W
W
W
D
D
S
SD
SD
UE
SD
SD
SD
SD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D LOD
LO
D
LO
D
LOD LOD LOD
LO
D
LOD
LO
D
LODLOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
DLODLOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LODL
OD
LOD
LO
D
LO
D
LODLO
D
LOD
LOD
LO
D
LO
D
LOD LOD LOD LOD LOD LOD
LOD LOD LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
DLOD
LO
D
LODLOD
LOD
LODLO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LODLODLOD
LODLODLO
D
LOD LOD
LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
X
X
X
X
X
X
X
X
X
X
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE
S
L
6 5
1/ 6/
:5
4:
P M
NOTES:
1. EXISTING UTILITIES NOT MARKED TO BE REPLACED SHALL REMAIN
PROTECTED AND OPERATIONAL AT ALL TIMES DURING CONSTRUCTION.
2. CONTRACTOR SHALL PROVIDE TEMPORARY BYPASS FOR SANITARY SEWER
SYSTEM DURING CONSTRUCTION SO THAT THE EXISTING SANITARY
FACILITIES MAY REMAIN OPERATIONAL. CONTRACTOR TO COORDINATE WITH
AND SEEK APPROVAL FROM CONTRACTING OFFICER PRIOR TO ANY
TEMPORARY SHUTDOWN OF SYSTEM.
3. CONTRACTOR TO PROVIDE POTABLE WATER, PORTABLE TOILETS, AND
TEMPORARY HAND CLEANING STATIONS SHOULD THE UTILITY
IMPROVEMENTS IMPACT THESE SERVICES WITHIN THE FORT.
4. EXISTING ELECTRICAL SERVICE TO REMAIN IN USE UNTIL NEW ELECTRICAL
SERVICE IS INSTALLED AND AVAILABLE.
5. CONTROL PANEL FOR LIFT STATION IS LOCATED WITHIN THE FORT. NEW
CONTROLS MUST FIT WITHIN EXISTING SPACE.
6. THE HISTORIC WALLS SHALL REMAIN INTACT DURING DEMOLITION OF THE
EXISTING FORCE MAIN AND INSTALLATION OF THE PROPOSED FORCE MAIN.
THE PROPOSED FORCE MAIN SHALL BE PIPE JACKED OR BORED UNDER THE
WALL. THE EXISTING DEPTH OF THE WALL AND LOCATION OF THE FOOTERS IS
UNKNOWN AND WILL REQUIRE COORDINATION DURING CONSTRUCTION SO
THAT THE WALL IS IMPACTED AS LITTLE AS POSSIBLE.
REPLACE EXISTING 12" PVC SEWER
LINE WITH NEW 12" PVC LINE.
INVERTS TO MATCH EXISTING
EXISTING MANHOLES (2) TO
BE RAISED TO BE FLUSH
WITH PROPOSED GRADES
(AS NECESSARY)
EXISTING ELECTRICAL
LINE TO BE REPLACED
IN KIND
EXISTING ELECTRICAL
LINE TO REMAIN
EXISTING UTILITY LINE
TO BE REPLACED IN KIND
NEW ELECTRICAL
LINE TO BUILDING
EXISTING LIFT STATION TO BE
REMOVED AND REPLACED
IN-KIND. LID TO BE
VISIBLE/ACCESSIBLE AROUND
LANDSCAPING (SEE C601)
EXISTING WATER LINE
TO BE CAPPED
C302
189856
08/01/2025 27
UTILITY PLAN 2 OF 2
U
SD
LEGEND
FORCE MAIN LINE
UNDERGROUND ELECTRICAL LINE
UNKNOWN UTILITY LINE
WATER LINE
STORM PIPE
STORM INLET
LIMITS OF DISTURBANCE
EXISTING SANITARY SEWER LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING UNKNOWN UTILITY LINE
EXISTING SANITARY MANHOLE
EXISTING STORM DRAIN
EXISTING STORM PIPE
EXISTING ELECTRICAL UTILITY FEATURE
PROPERTY LINE
LOD
SS
UE
U
SD
W
REPLACE EXISTING
ELECTRICAL LINE IN-KIND
C
C
324271
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF1/
6/
:5
4:
P M
J.R
J.R
L.C
TITLE OF SHEET
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
A/E FIRM
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
EXISTING WATER LINE
TO BE CAPPED
PROPOSED 4" PVC FORCE MAIN TO
MATCH EXISTING FORCE MAIN'S
HORIZONTAL ALIGNMENT. VERTICAL
ALIGNMENT TO BE ADJUSTED FOR
PROPOSED GRADING.
(SEE C801 FOR FORCE MAIN PROFILE)
EXISTING 6" VCP GRAVITY SEWER LINE
TO BE REPLACED WITH 6" PVC SEWER
LINE. INVERTS TO MATCH EXISTING
PROPOSED AIR RELEASE
VALVE INSIDE 4'X4'
CONCRETE VAULT.
(SEE DETAIL 2/C502)
FORCE MAIN WALL CROSSING.
REFER TO NOTE #6, THIS SHEET
FORCE MAIN PROFILE
-15
-10
-5
-15
-10
-5
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
EX
. M
H-
IN
V
IN
: 1
.8
(4 " F
O
RC
EM
AI
N)
IN
V O
UT
: 1
.5
(E X.
M H-
3)
ST
A:
+2 4.
RI
M : 4
.6
3' MIN. COVER
3' MIN. COVER
36.93 LF
6" PVC @ 1.65%
EX
. M
H-
IN
V
O
UT
: 2 .1
(W
ET
W
EL
L)
ST
A:
+0
RI
M : 4
.6
9.30 LF
12" PVC @ 2.47%
EX
. M
H-
IN
V
IN
: 1
.3
(M .H
. E X.
M H-
2)
IN
V O
UT
: 1
.3
(E X.
M
AN
HO
LE
ST
A:
+3 3.
RI
M : 4
.5
W
ET
W
EL
L
IN
V
IN
: 1 .4
(E
X.
M
H- 1)
IN
V
O
UT
: 1 .2
(4
" F O
RC
EM
AI
N)
ST
A:
+3
6.
RI
M
: 4 .8
6" MIN. SEPARATION
C801
189856
08/01/2025 34 119
FORCEMAIN PROFILE
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4'
EXISTING GRADE
PROPOSED GRADE
324271
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF1/
6/
:5
4:
P M
J.R
J.R
L.C
TITLE OF SHEET
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
A/E FIRM
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
PROPOSED AIR RELEASE VALVE
INSIDE 4'X4' CONCRETE VAULT.
(SEE DETAIL 2/C502)
STA: 2+96.25
RIM: 9.35
IE IN: 5.98
4" PVC FORCE MAIN
4" PVC FORCE MAIN
PROPOSED LIFT STATION.
(SEE SHEET C601)
FIELD VERIFY LOCATION AND DEPTH OF
EXISTING WALL FOOTINGS PRIOR TO
FORCE MAIN INSTALLATION
APPROXIMATE SIZE, LOCATION & DEPTH OF
EXISTING STORM DRAIN CULVERT. FIELD
VERIFY LOCATION AND DEPTH PRIOR TO
INSTALLATION OF PROPOSED FORCE MAIN
PROPOSED GRADE
EXISTING GRADE
MATCH EXISTING
INVERTS
MATCH EXISTING
INVERT
HISTORIC WALL TO BE PROTECTED
DURING CONSTRUCTION 1
PIPE JACK OR BORE UNDER
EXISTING WALL
(3' MIN. SEPARATION)
45° VERTICAL BEND
EXISTING CASTILLO
DE SAN MARCOS
MATANZAS RIVER
NEW FEE STATION
BUILDING
NEW ABAAS PATHWAY;
SEE CIVIL
EXISTING PATHWAY
EXISTING HISTORIC
SITE WALL
EXISTING HISTORIC
SITE WALL
EXISTING PATHWAY NEW ABAAS PATHWAY; SEE CIVIL
EXISTING CANNON
EXHIBIT
MOAT
MOAT
EXISTING EXHIBIT
SIGNAGE
NEW FEE STATION
PLAZA; SEE CIVIL
EXISTING CASTILLO
DE SAN MARCOS
GATE
GATE
GATE
GRASS
AREA
1. SITE PLAN IS PROVIDED FOR CONTEXT ONLY. THERE ARE NO
PLANNED UPGRADES TO UTILITY INFRASTRUCTURE SYSTEMS FOR
THIS PROJECT.
2. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING
CONDITIONS TO REMAIN. DAMAGE SHALL BE RESTORED TO MATCH
EXISTING OR BETTER.
3. CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE TO
EXISTING LANDSCAPING ONCE PROJECT IS COMPLETE.
COORDINATE WITH PARK TO IDENTIFY LANDSCAPE CONDITIONS TO
BE RESTORED.
GENERAL SITE NOTES:
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF
TITLE OF SHEETA/E FIRM
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
/7
/2
:0
:0
P
M A u to d e s k D o c s /2
-4
A
C A
S A
F E
E S
T A
T
IO
N /2
-4
A
C A
S A
A
.r v t
ARCHITECTURAL SITE PLAN
AS101
01/07/2026
CC
CC
BB
51 119
324271
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
M L A
R O
189856
AS101
1 ARCHITECTURAL SITE PLAN
20 0 20 40
SCALE OF FEET
20 0 20 40
SCALE OF FEET
T
C
A
A201
A201
A201
A301
A301
A301
A301
B
TICKET
WINDOW #2
ABA TICKET
WINDOW #1
TICKETS
OFFICE
ENTRY
BREAK AREA
TICKET
WINDOW #3
13 13
E
D
2 4
W4
W4
A101
B
A101
B
B
C
A311
A311
A351T.O.W
4'-0", TYP.
A
A101
W4D
W4D
W6
W4
A351
A751
GROUP
TICKET
WINDOW
FEC
B
12' - 0"
6' - 1"4' - 4"1' - 8"11' - 1"
23' - 2"
10' - 5"12' - 9"
6' - 1"6' - 0"11' - 1"
6' - 0"
1. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS
AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. WORK IS
TO BE PLANNED SO THAT DISCREPANCIES ARE DISCOVERED WITH
ADEQUATE TIME FOR REVIEW BY THE CONTRACTING OFFICER
WITHOUT DELAY TO SCHEDULE.
3. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE
FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN
PERMISSION FROM THE CONTRACTING OFFICER.
4. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING
OFFICER FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN THE
DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE
WORK.
5. HINGE FRAME OF DOORS SHALL BE LOCATED 4" FROM ADJACENT
STUD WALLS OR CENTERED BETWEEN WALLS, UNO.
6. DIMENSIONS ARE TO FACE OF STUD OR GRIDLINE, UNO.
7. LOCATION OF ALL WALL MOUNTED DEVICES SHALL BE VERIFIED
WITH THE CONTRACTING OFFICER PRIOR TO INSTALLATION.
GENERAL FLOOR PLAN NOTES:
A201
A201
A201
A301
A301
A301
A301
5"
1' -0
5" / 1'-0"
5" / 1'-0"
5"
1' -0
5" / 1'-0"
LINE OF FACE OF
EXTERIOR WALL BELOW
1' - 0"
1' - 0"
LEGEND:
6" WOOD STUD WALL
W/ GYP ON BOTH SIDES
X DOOR TYPE. SEE A601
WINDOW TYPE. SEE A601X1
C
D
19 SF
BREAK AREA
4' - 8"
UNDER-COUNTER
REFRIGERATOR;
PROVIDED BY
GOVERNMENT
PL-2
C
D
2' - 1"2' - 6"
FILLER
1"
FIRST FLOOR
0'-0"
FILLER
1"2' - 6"2' - 1"
PL-1
PL-2
FILLER
1"
4' - 6"FILLER
1"
PL-1
UNDER-COUNTER
REFRIGERATOR;
PROVIDED BY
GOVERNMENT
C
A
B
E
D
2 4
9' - 11 1/2"7' - 7 1/2"5' - 7"
6' - 2 1/2"6' - 0"5' - 5 1/2"
/2
/2
/2
2' - 10 1/4"3' - 2 3/4"
2' - 9 3/4"
3' - 2 1/4"
2' - 9 3/4"8' - 3 1/4"
57 SF
OFFICE
TICKETS
BREAK AREA
ENTRY
2' - 11" 1' - 6" 1' - 8"
3' - 2"
EQEQ
2"
1' - 5"
1' - 10 1/4" 1' - 10 1/4"
1' - 1"
/2
/2
/2
1' - 1 1/4"
4' - 2"
5' - 2 1/2"
/2
E Q
E Q
FIRST FLOOR
0'-0"
/4
3' - 2 3/4" 2' - 0" 2' - 0"
PL-1
LOCKERS, PROVIDED BY GOVERNMENT
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF
TITLE OF SHEETA/E FIRM
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
/7
/2
:0
:1
P
M A u to d e s k D o c s /2
-4
A
C A
S A
F E
E S
T A
T
IO
N /2
-4
A
C A
S A
A
.r v t
FLOOR PLAN & ROOF PLAN
A101 01/07/2026
M.LAROSA
M.LAROSA
C.BAXTER
54 119
324271
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
M L A
R O
189856
SCALE AA101
2 FLOOR PLAN
SCALE
SCALE OF FEET
A
B L D
G
FLOOR PLAN SHEET NOTES
SEE ARCH MASTER KEY FOR COMPLETE LIST
TAG # TAG DESCRIPTION
1 (2) 2'-0" x 7'-0" STORAGE CABINETS
2 ELECTRICAL PANEL
3 COAT HOOKS OR SHELVING BY GOVERNMENT; BLOCKING AS
REQUIRED
4 8'-0" x 4'-0" STEEL GATE & FENCE
5 FURNITURE; PROVIDED BY GOVERNMENT
6 TICKETING COUNTER
7 COMPOSITE ROOF SHINGLES
8 8x8 HEAVY TIMBER COLUMN; TYP.
9 NPS ARROWHEAD, PROVIDED BY CONTRACTOR. PROVIDE
BLOCKING IN WALL TO SUPPORT; COORDINATE WITH PARK
10 TICKETING WINDOW
11 HEAVY TIMBER COUNTER
12 4'-0" STEEL FENCE
13 ALUMINUM DOWNSPOUT, GUTTER SYSTEM. AND CONCRETE
SPLASH BLOCK
14 CONDENSING UNIT
15 INTERIOR STOREFRONT
16 FIBER CEMENT SOFFIT AND FASCIA
19 ROLL DOWN HURRICANE SHUTTERS
20 (3) 12" x 6'-0" WIDE LOCKERS; PROVIDED BY GOVERNMENT
21 PARK FEE SIGN (PROVIDED BY PARK, N.I.C.). PROVIDE BLOCKING IN
WALL FRAMING FOR SIGN ATTACHMENT
22 FIXED BASE STAINLESS STEEL STANCHION AND CHAIN
SCALE AA101
1 ROOF PLAN
SCALE BA101
4 ENLARGED PLAN - BREAK AREA
SCALE
SCALE OF FEET
2 0 2 4 B
SCALE AA101
6 INTERIOR ELEVATION - BREAK AREA
SCALE AA101
3 FLOOR PLAN - DIMENSION PLAN
SCALE AA101
5 INTERIOR ELEVATION - STORAGE
FIRST FLOOR
0'-0"
T.O.W.
8'-0"
STCO-1
STCO-2
A311
FIRST FLOOR
0'-0"
T.O.W.
8'-0"
13 13
STCO-1
A
FIRST FLOOR
0'-0"
T.O.W.
8'-0"
13 16
STCO-1
A311
B
1 1
FIRST FLOOR
0'-0"
T.O.W.
8'-0"
STCO-2
A702
8 9 21 11 11 11 11
STCO-1
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF
TITLE OF SHEETA/E FIRM
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
/7
/2
:0
:1
P
M A u to d e s k D o c s /2
-4
A
C A
S A
F E
E S
T A
T
IO
N /2
-4
A
C A
S A
A
.r v t
EXTERIOR ELEVATIONS
A201 01/07/2026
M.LAROSA
M.LAROSA
C.BAXTER
56 119
324271
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
M L A
R O
189856
SCALE OF FEET
ELEVATION SHEET NOTES
SEE ARCH MASTER KEY FOR COMPLETE LIST
TAG # TAG DESCRIPTION
4 8'-0" x 4'-0" STEEL GATE & FENCE
7 COMPOSITE ROOF SHINGLES
8 8x8 HEAVY TIMBER COLUMN; TYP.
11 HEAVY TIMBER COUNTER
12 4'-0" STEEL FENCE
13 ALUMINUM DOWNSPOUT, GUTTER SYSTEM. AND CONCRETE
SPLASH BLOCK
14 CONDENSING UNIT
16 FIBER CEMENT SOFFIT AND FASCIA
18 HURRICANE RATED WINDOWS
19 ROLL DOWN HURRICANE SHUTTERS
A201
1 ELEVATION - WEST
A201
2 ELEVATION - NORTH (REAR)
A201
3 ELEVATION - EAST
EXTERIOR MATERIALS AND FINISH SCHEDULE
STCO-1
PPG1020-1 "ATRIUM WHITE", OR EQUAL. MATCH COLOR TO
EXISTING NPS HQ BUILDING
STCO-2
PPG 1023-3 "ASHEN", OR EQUAL
A201
4 ELEVATION - SOUTH (FRONT)
| Sheets |
| A101 - FLOOR PLAN & ROOF PLAN |
| A201 - EXTERIOR ELEVATIONS |
| AS101 - ARCHITECTURAL SITE PLAN |
| CS - COVER SHEET |
| G001 - DRAWING INDEX |
File details come from the government source that posted it. Updated .