B08_-_Attachment_05_-_NPS_CASA_324271_Seawall_DD_CD_-_Final_CDs_-_LA_-_stamped.pdf

PDF 45 MB Posted Dec 9, 2025

Attached to: CASA 324271, Castillo de San Marco National Monume
Solicitation number: 140P2026R0016
Issued by: Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI · Dec 9, 2025

These technical design documents are for the Castillo de San Marcos National Monument seawall repair and landscape restoration project located in St. Augustine, Florida. The comprehensive set of architectural and landscape plans includes hardscape, landscape, and irrigation design details for the site, with specific focus on pathway construction, seawall reconstruction, and landscape rehabilitation. Key elements include new pathways with grass paver cells and turf reinforcement mat, irrigation systems using Hunter sprinklers and valves, and landscape plantings featuring Southern Live Oak trees, Cabbage Palmetto palms, and American Elm trees, with Celebration Bermudagrass and Floratam St. Augustine grass for ground cover.

The detailed technical documents provide precise specifications for contractors, including requirements for site preparation, utility verification, tree protection, irrigation installation, and landscape restoration. The plans emphasize careful coordination with the Contracting Officer, mandatory field verification of existing conditions, and strict adherence to installation standards. The project involves multiple interconnected design elements across different site zones, with particular attention to maintaining the historical integrity of the Castillo de San Marcos National Monument while implementing modern landscape and infrastructure improvements.

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Other files

File	Type	Posted
Sol_140P2026R0016_Amd_0005.pdf	PDF	Jan 21, 2026
B09_-_CASA_324271_Updated__Consolidated_RFIs_as_of_1-21-26_0005.xlsx	XLSX spreadsheet	Jan 21, 2026
B09_-_CASA_324271_-_Revision_1__2026-01-07_0004.pdf	PDF	Jan 8, 2026
B09_-_10_45_00-RIB-Pedestrian_Control_Devices-Jan-8-2026_0004.pdf	PDF	Jan 8, 2026
Sol_140P2026R0016_Amd_0004.pdf	PDF	Jan 8, 2026
B09_-_CASA324271_Final_Construction_Drawings_-_Signed_C601_0004.pdf	PDF	Jan 8, 2026
B09_-_CASA324271_Final_Construction_Drawings_-_Signed_GM001_0004.pdf	PDF	Jan 8, 2026
B09_-_CASA_324271_-_Consolidated_RFIs_as_of_1-8-26_0004.xlsx	XLSX spreadsheet	Jan 8, 2026
Sol_140P2026R0016_Amd_0003.pdf	PDF	Dec 30, 2025
B09_-_Sign-in_Sheet_for_Site_visit_0003.pdf	PDF	Dec 30, 2025
B09_-_CASA_324271_-_Drawings_-_Revision_1__2025-12-22_0003.pdf	PDF	Dec 30, 2025
B09_-_RFIs_for_CASA_324271_-_With_Responses_12-22-2025_0003.pdf	PDF	Dec 30, 2025
Sol_140P2026R0016_Amd_0002.pdf	PDF	Dec 10, 2025
B08_-_Attachment_13_-_CASA_324271_STRUCT_drawings_0002.pdf	PDF	Dec 10, 2025
Sol_140P2026R0016_Amd_0001.pdf	PDF	Dec 9, 2025
B08_-_Attachment_02_-_NPS_CASA_324271_Seawall_DD_CD_-_Final_CDs_-_ARCH_-_stamped.pdf	PDF	Dec 9, 2025
B08_-_Attachment_11_-_Vol_II_-_GenRefs_doc.pdf	PDF	Dec 9, 2025
B08_-_Attachment_06_-_NPS_CASA_324271_Seawall_DD_CD_-_Final_CDs_-_MECH_-_stamped.pdf	PDF	Dec 9, 2025
B08_-_Attachment_01_-_CASA_324271_Project_Specifications.pdf	PDF	Dec 9, 2025
B08_-_Attachment_10_-_Vol_I_PastPerf.docx	DOCX document	Dec 9, 2025
Sol_140P2026R0016.pdf	PDF	Dec 9, 2025
B08_-_Attachment_07_-_NPS_CASA_324271_Seawall_DD_CD_-_Final_CDs_-_MARINE_-_stamped_pdf.pdf	PDF	Dec 9, 2025
B08_-_Attachment_09_-_Vol_I_Exp.docx	DOCX document	Dec 9, 2025
B08_-_Attachment_12_-_SF-24_Bid_Bond.pdf	PDF	Dec 9, 2025
B08_-_Attachment_08_-_Wage_Determination_WD_FL20250135.pdf	PDF	Dec 9, 2025
B08_-_Attachment_04_-_NPS_CASA_324271_Seawall_DD_CD_-_FInal_CDs_-_ELEC_-_stamped.pdf	PDF	Dec 9, 2025
B08_-_Attachment_03_-_NPS_CASA_324271_Seawall_DD_CD_-_Final_CDs_-_CIVIL_-_stamped.pdf	PDF	Dec 9, 2025

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9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

H000 CASA 324271

189856

CASTILLO DE SAN MARCOS NATIONAL MONUMENT 32 111

GENERAL NOTES, SYMBOLS,

AND FINISH SCHEDULE

GENERAL NOTES

1. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT SITE PRIOR TO BIDDING THE WORK. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND LOCATION OF PROPOSED IMPROVEMENTS PRIOR TO INITIATING ANY CONSTRUCTION.

2. LOCATION OF ALL UTILITIES AND BASE INFORMATION IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS PRIOR TO INITIATING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGE TO EXISTING ELEMENTS ABOVE OR BELOW GROUND TO ITS ORIGINAL CONDITION AND TO THE SATISFACTION OF THE CONTRACTING OFFICER.

3. THE CONTRACTING OFFICER SHALL HAVE THE RIGHT, AT ANY STAGE OF THE OPERATIONS, TO REJECT ANY AND ALL WORK AND MATERIAL WHICH, IN HIS OPINION, DO NOT MEET WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.

4. CONTRACTOR SHALL VERIFY ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS ON THE JOB SITE PRIOR TO START OF CONSTRUCTION AND/OR FABRICATION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS

SHOWN ON THESE DRAWINGS.

5. REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD CONDITIONS TO THE CONTRACTING OFFICER.

6. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC

ACCORDING TO ALL APPLICABLE CODES AND RECOGNIZED LOCAL PRACTICES.

7. THE CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE CONTRACTING OFFICER. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EROSION AND SEDIMENTATION CONTROL MEASURES DURING CONSTRUCTION. PROVIDE ADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSE IMPACTS IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES.

8. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE CONTRACTING OFFICER. DURING THE COURSE OF THIS WORK, EXCESS WASTE MATERIAL SHALL BE REMOVED DAILY FROM THE SITE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF WORK WITH OTHER TRADES AND THE CONTRACTING

OFFICER.

10. THE CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HRS MINIMUM PRIOR TO DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES. UTILITY LOCATING SHALL BE SCHEDULED BY THE CONTRACTOR WITH CONTRACTING OFFICER PRESENT.

11. UTILITIES TO BE LOCATED BY FLAGGING ONLY; PAINTING OF HARDSCAPE AREAS IS PROHIBITED. CONTRACTOR SHALL BE RESPONSIBLE FOR

NOTIFYING UTILITY LOCATING COMPANIES OF THIS REQUIREMENT.

12. ALL EXISTING SITE ROADS, PARKING LOTS, CURBS, UTILITIES, SEWERS, AND OTHER ELEMENTS TO REMAIN SHALL BE FULLY PROTECTED FROM

ANY DAMAGE UNLESS OTHERWISE NOTED.

13. NOT ALL ITEMS SHOWN ON THIS SHEET APPEAR IN THE CONSTRUCTION DOCUMENTS.

HARDSCAPE NOTES

1. ALL DIMENSIONS ARE TAKEN FROM CENTER OF WALL, FACE OF CURB AND/OR CENTERLINE OF ROADS AT 90 DEGREE, ANGLES, UNLESS OTHERWISE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE AND ALL RADII AND CURVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS.

2. ALL FORMS AND ALIGNMENT OF PAVING, PILASTERS AND WALLS SHALL BE INSPECTED AND APPROVED BY THE

CONTRACTING OFFICER PRIOR TO POURING (GIVE A MIN. OF 48 HRS. NOTICE).

3. FOR SITE GRADING AND DRAINAGE, SEE CIVIL ENGINEER'S PLANS

4. CONTRACTOR SHALL VERIFY LOCATION OF ALL SURFACE AND SUBSURFACE UTILITIES PRIOR TO CONSTRUCTION.

5. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO

THE ATTENTION OF THE CONTRACTING OFFICER.

6. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK.

CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES.

7. DO NO WILLFULLY INSTALL OR CONSTRUCT ITEMS AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL REVISIONS NECESSARY.

8. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE

MATERIALS.

9. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE CONTRACTING OFFICER DO NO INCLUDE INSPECTION OF CONSTRUCTION METHODS AND FOR SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS.

10. CONTRACTOR SHALL REFER TO SOILS ENGINEER'S REPORT FOR PERCENTAGES OF COMPACTION REQUIRED FOR ALL

CONCRETE FLATWORK AND FOOTINGS.

11. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO IBC.

12. SITE FURNISHINGS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, OR AS RECOMMENDED IN THE DRAWINGS. DETAILS PROVIDED IN THE DRAWINGS FOR ANCHORING AND FURNISHINGS ARE PROVIDED FOR INTENT ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE MANUFACTURER & SUBMIT

ANCHORING DETAILS FOR APPROVAL BY CONTRACTING OFFICER PRIOR TO INSTALLATION.

13. THE CONTRACTOR SHALL STAKE AND LAYOUT ALL IMPROVEMENTS USING THE GEOMETRIC DATA PROVIDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLETELY STAKE AND CHECK THE ALIGNMENT BOTH VERTICAL AND HORIZONTAL, AND TO INSURE ADEQUATE POSITIONING PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IN WRITING IF ANY DISCREPANCIES ARE FOUND

AND NOT PROCEED WITH THE WORK UNTIL DIRECTED.

14. REFER TO CIVIL ENGINEER'S DRAWINGS FOR ROADWAY PAVEMENT GRADING, CURB INFORMATION, ALL SITE

DRAINAGE/GRADING INFORMATION AND HANDICAP RAMP DETAILING

15. UNLESS OTHERWISE EXPRESSLY APPROVED IN WRITING BY THE CONTRACTING OFFICER ALL CONTROL JOINTS SHALL

BE HAND TOOLED. SAW CUTTING WILL NOT BE ACCEPTABLE.

HS-01

STANDARD DRAWING SYMBOLS

ELEVATION DETAIL REFERENCE

Detail Number Sheet Number

SECTION DETAIL REFERENCE

Detail Number Sheet Number

GENERAL DETAIL REFERENCE

Detail Number Sheet Number

PLAN ENLARGEMENT REFERENCE

Detail Number Sheet Number

DETAIL ENLARGEMENT REFERENCE

Detail Number Sheet Number

MATCHLINE

FINISH REFERENCE

See Finish ScheduleFINISH ITEM

MATCHLINE:

REVISIONS

Revision Area Revision Number

DEMOLITION NOTES

1. ALL BASE INFORMATION PROVIDED BY SURVEY. CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION PRIOR TO BEGINNING WORK.

2. CONTRACTOR SHALL NOTIFY ALL PERTINENT UTILITY COMPANIES 48 HOURS MINIMUM PRIOR TO DIGGING FOR VERIFICATION OF ALL UNDERGROUND UTILITIES. PLANS ARE PREPARED ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARING THESE

DOCUMENTS.

3. THE CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH EXISTING SITE CONDITIONS PRIOR TO BEGINNING INSTALLATION. ALL EXISTING SITE IMPROVEMENTS, PAVING, LANDSCAPE, LIGHTING, AND OTHER SITE ELEMENTS TO REMAIN SHALL BE PROTECTED FROM DAMAGE UNLESS

OTHERWISE NOTED.

4. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE

CONTRACTING OFFICER IMMEDIATELY.

5. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED CONTRACTORS AND WITH THE GENERAL CONSTRUCTION OF THE PROJECT IN

ORDER TO NOT IMPEDE THE PROGRESS OF WORK OF OTHERS OR THE CONTRACTOR'S OWN WORK.

6. REPORT AND DOCUMENT ALL EXISTING DAMAGE OF EXISTING SITE FEATURES AND ELEMENTS TO THE CONTRACTING OFFICER PRIOR TO

BEGINNING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT DAMAGE.

7. CONTRACTOR SHALL PROTECT, BY WHATEVER MEANS NECESSARY, THE EXISTING SITE FEATURES AND ELEMENTS TO REMAIN. ALL DAMAGED ITEMS SHALL BE REPLACED OR REPAIRED AT NO ADDITIONAL COST TO THE CONTRACTING OFFICER. NOTIFY CONTRACTING OFFICER

IMMEDIATELY IF ANY DAMAGES OCCUR.

8. CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES THAT MAY BE REQUIRED DURING THE CONSTRUCTION PROCESS TO PROTECT THE PUBLIC AND CONTRACTING OFFICIER AT ALL TIMES AS PER ALL APPLICABLE CODES AND RECOGNIZED LOCAL PRACTICES.

9. CONTRACTOR SHALL REFER TO THE HARDSCAPE, FENCING, LANDSCAPE AND IRRIGATION PLANS AND DETAILS FOR COMPLETE INSTRUCTIONS.

10. COORDINATE ALL IRRIGATION DEMOLITION WITH THE IRRIGATION CONTRACTOR AND IRRIGATION PLANS/DETAILS TYPICAL.

11. CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIALS INDICATED ON THE PLANS TO REMAIN. ALL PLANT MATERIAL INDICATED TO REMAIN DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACTING OFFICER

WITH SAME SIZE, QUALITY, AND TYPE OF PLANT MATERIAL.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL AND PROTECTION MEASURES AS MAY BE REQUIRED BY LOCALLY APPROVED

MEANS. CONTRACTOR SHALL FOLLOW ALL LOCAL GOVERNING CODES AND REQUIREMENTS.

13. CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACH WORKING DAY. CONSTRUCTION RUBBISH AND DEBRIS SHALL BE COLLECTED AND DEPOSITED OFF-SITE DAILY. ALL MATERIALS AND EQUIPMENT STORED ON-SITE SHALL BE KEPT IN AN ORGANIZED MANNER

DAILY.

14. CONTRACTOR SHALL LAYOUT ALL DEMOLITION LINES AND VERIFY LAYOUT WITH THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO

BEGINNING ANY CONSTRUCTION WORK.

15. THE CONTRACTOR SHALL COMPLY WITH FL 77-153 REGARDING NOTIFICATION OF EXISTING GAS & OIL PIPELINE COMPANY CONTRACTING OFFICERS AND SHALL NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) AT 1-800-432-4770 PRIOR TO EXCAVATING. EVIDENCE OF SUCH

NOTICE SHALL BE FURNISHED TO THE CONTRACTING OFFICER PRIOR TO EXCAVATION.

S-1

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9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

H100 CASA 324271

189856

CASTILLO DE SAN MARCOS NATIONAL MONUMENT 33 111

INDEX SHEET

H101 HARDSCAPE PLAN

L100 LANDSCAPE PLAN

H102 HARDSCAPE PLAN

L101 LANDSCAPE PLAN

H103 HARDSCAPE PLAN

L102 LANDSCAPE PLAN

H104 HARDSACPE PLAN

L103 LANDSCAPE PLAN

0' 20' 40' 80' 120'

DRAWING SCALE (1"=40')

WATER BATTERY

PARKING LOT

EXISTING CONCRETE

SIDEWALK

NORTH SEAWALL (SEE

CIVIL DRAWINGS)

SOUTH SEAWALL (SEE

CIVIL DRAWINGS)

WALL (TYP.)

EXISTING

PATHWAY (TYP.)

WALL (TYP.)

PATHWAY (TYP.);

SEE CIVIL DWGS.

WALL (TYP.)

PATHWAY (TYP.)

TREE PROTECTION

FENCE; SEE CIVIL DWG.

GRAVEL PATH FOR

CONSTRUCTION ONLY;

SEE CIVIL DWG.

TREE PROTECTION

FENCE; SEE CIVIL

DWG.

CASTILO DE SAN

MARCOS

EXISTING

PATHWAY (TYP.)

MATANZAS RIVER

TREE PROTECTION

FENCE; SEE CIVIL DWG.

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UUU

U U

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U E

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HARDSCAPE LEGNED

P1 Grass Paver Cells

P2 Turf Reinforcement Mat

CODE ITEMSYMBOL

P3 Sand

P4 Gravel

9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

0' 10' 20' 40' 60'

DRAWING SCALE (1"=20')

H101 CASA 324271

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

HARDSCAPE PLAN

; S

MATCH LINE; SEE SHEET H102

WATER BATTERY

PROPOSED PATHWAY (SEE

CIVIL DRAWINGS)

WALL (TYP.)

PROPOSED PATHWAY

(SEE CIVIL DRAWINGS)

EXISTING PATHWAY

CASTILO DE SAN MARCOS

OPEN LAWN AREA

NORTH SEAWALL (SEE

COASTAL DRAWINGS)

189856

34 111

4' (T

. A

4' (T

. A

2' (TYP.)

FIELD ADJUST LIMITS OF

SAND PER DIRECTIVES

FROM CONTRACTING

OFFICER (TYP.)

FIELD ADJUST LIMITS OF

SAND PER DIRECTIVES

FROM CONTRACTING

OFFICER (TYP.)

TREE PROTECTION FENCE;

SEE CIVIL DWGS.

PLACE GRAVEL UNDER

TIMBER WALKWAY

FIELD ADJUST LIMITS OF

SAND PER DIRECTIVES

FROM CONTRACTING

OFFICER (TYP.)

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text S

LCallura Text Box

LCallura

HARDSCAPE LEGNED

P1 Grass Paver Cells

P2 Turf Reinforcement Mat

CODE ITEMSYMBOL

P3 Sand

P4 Gravel

9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

0' 10' 20' 40' 60'

DRAWING SCALE (1"=20')

H102 CASA 324271

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

HARDSCAPE PLAN

; S

MATCH LINE; SEE SHEET H101

PROPOSED PATHWAY

(SEE CIVIL DRAWINGS)

WALL (TYP.)

EXISTING

SIDEWALK

189856

35 111

2' (TYP.)

TREE PROTECTION FENCE;

SEE CIVIL DWGS.

TREE PROTECTION FENCE;

SEE CIVIL DWGS.

TREE PROTECTION FENCE;

SEE CIVIL DWGS.

TREE PROTECTION FENCE;

SEE CIVIL DWGS.

TREE PROTECTION FENCE;

SEE CIVIL DWGS.

TREE PROTECTION FENCE;

SEE CIVIL DWGS.

GRAVEL PATH FOR

CONSTRUCTION STAGING

AREA; SEE CIVIL DWGS.

AutoCAD SHX Text D

LCallura Text Box

LCallura

HARDSCAPE LEGNED

P1 Grass Paver Cells

P2 Turf Reinforcement Mat

CODE ITEMSYMBOL

P3 Sand

P4 Gravel

9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

0' 10' 20' 40' 60'

DRAWING SCALE (1"=20')

H103 CASA 324271

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

HARDSCAPE PLAN

; S

MATCH LINE; SEE SHEET H104

EXISTING PATHWAY

WALL (TYP.)

189856

36 111

2' (TYP.)

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HARDSCAPE LEGNED

P1 Grass Paver Cells

P2 Turf Reinforcement Mat

CODE ITEMSYMBOL

P3 Sand

P4 Gravel

9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

0' 10' 20' 40' 60'

DRAWING SCALE (1"=20')

H104 CASA 324271

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

HARDSCAPE PLAN

; S

MATCH LINE; SEE SHEET H103

EXISTING PATHWAY

WALL (TYP.)

PATHWAY (SEE

CIVIL DRAWINGS)

PARKING LOT

EXISTING SIDEWALK

WALL (TYP.)

SOUTH SEAWALL (SEE

COASTAL DRAWINGS)

189856

37 111

4' (TYP. ALONG PATH

IN THE W

ATER

BATTERY AREA)

4' (TYP. ALONG PATH

IN THE W

ATER

BATTERY AREA)

2' (

TYP

2' (

TYP

PROPOSED PATHWAY

(SEE CIVIL DRAWINGS)

EXISTING PATHWAY

FIELD ADJUST LIMITS OF

SAND PER DIRECTIVES

FROM CONTRACTING

OFFICER (TYP.)

TREE PROTECTION FENCE;

SEE CIVIL DWGS.

AutoCAD SHX Text S

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LCallura Text Box

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NON-WOVEN FILTER FABRIC

P4 GRAVEL; TOP ELEVATION TO BE FLUSH

W/ ADJACENT FINISH GRADE; SEE FINISH SCHEDULE

ADJACENT LANDSCAPE;

SEE LANDSCAPE PLAN

VARIES; SEE PLAN

COMPACTED SUBGRADE;

SEE CIVIL DWGS.

9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

H105 CASA 324271

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

HARDSCAPE DETAILS 343

189856

38 111

STAKING DETAILGRASS PAVER1 SCALE: NTS

GRASS PAVER STAKING2 SCALE: NTS

REINFORCED TURF3 SCALE: NTS

GRAVEL4 SCALE: NTS

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6,298 sf

1,192 sf

2,975 sf

2,062 sf

89 sf

9,136 sf

5,414 sf

5,229 sf

9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

0' 10' 20' 40' 60'

DRAWING SCALE (1"=20') L100 CASA 324271

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

LANDSCAPE PLAN

; S

MATCH LINE; SEE SHEET L101

WATER BATTERY

WALL (TYP.)

OPEN LAWN AREA

NORTH SEAWALL (SEE

COASTAL DRAWINGS)

189856

39 111

EXISTING TREE TO

REMAIN (TYP.)

EXISTING TREE TO BE REMOVED;

SEE DEMOLITION PLAN

EXISTING TREE TO BE REMOVED;

SEE DEMOLITION PLAN

EXISTING TREE TO

REMAIN (TYP.)

PROPOSED PATHWAY (SEE

CIVIL DRAWINGS)

PROPOSED PATHWAY

(SEE CIVIL DRAWINGS)

EXISTING PATHWAY

AutoCAD SHX Text S

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LCallura Text Box

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QVR

9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

0' 10' 20' 40' 60'

DRAWING SCALE (1"=20')

L101 CASA 324271

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

LANDSCAPE PLAN

; S

MATCH LINE; SEE SHEET L100

WALL (TYP.)

EXISTING

SIDEWALK

189856

40 111

EXISTING TREE

TO REMAIN (TYP.)

REPLACEMENT TREES DUE TO

DAMAGES FROM CONSTRUCTION

APPROVAL FROM THE CONTRACTING

OFFICER PRIOR TO PLANTING THESE

TREES.

EXISTING TREE

TO REMAIN (TYP.)

EXISTING TREE

TO REMAIN (TYP.)

EXISTING TREE

TO REMAIN (TYP.)

' M

. F

PROPOSED PATHWAY

(SEE CIVIL DRAWINGS)

GRAVEL PATH FOR

CONSTRUCTION STAGING

AREA; SEE CIVIL DWGS.

AutoCAD SHX Text D

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9,119 sf

1,255 sf

9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

0' 10' 20' 40' 60'

DRAWING SCALE (1"=20')

L102 CASA 324271

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

LANDSCAPE PLAN

; S

MATCH LINE; SEE SHEET L103

WALL (TYP.)

189856

41 111

EXISTING TREE TO

REMAIN (TYP.)

EXISTING TREE TO

REMAIN (TYP.)

EXISTING PATHWAY

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W W

U E

401 sf

8,737 sf

926 sf

4,487 sf

386 sf

1,651 sf

9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

0' 10' 20' 40' 60'

DRAWING SCALE (1"=20')

L103 CASA 324271

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

LANDSCAPE PLAN

; S

MATCH LINE; SEE SHEET L103

PATHWAY (SEE

CIVIL DRAWINGS)

WALL (TYP.)

PATHWAY (SEE

CIVIL DRAWINGS)

PARKING LOT

EXISTING SIDEWALK

PROPOSED

PATHWAY (SEE

CIVIL DRAWINGS)

WALL (TYP.)

SOUTH SEAWALL (SEE

COASTAL DRAWINGS)

189856

42 111

EXISTING

TREE (TYP.)

EXISTING TREE TO

REMAIN (TYP.)

EXISTING TREE TO

REMAIN (TYP.)

EXISTING TREE TO BE REMOVED;

SEE DEMOLITION PLAN

EXISTING TREE TO BE REMOVED;

SEE DEMOLITION PLAN

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SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONT CAL SIZE

TREES

JE 3 Eastern Redcedar Juniperus virginiana - 3" CAL. 12'-14' HT., FULL TO GROUND

QV 2 Southern Live Oak Quercus virginiana - 3" CAL. 12'-14' HT., 6'-8' SPRD.

PALM TREES

SP 6 Cabbage Palmetto Sabal palmetto FG. -- 20'-24' CT.HT., REGENERATED, FLORIDA FANCY

REPLACEMENT TREE

QVR 4 Southern Live Oak Quercus virginiana - 3" CAL. 12'-14' HT., 6'-8' SPRD.

UA 6 American Elm Ulmus americana - 3" CAL. 12'-14' HT., 5'-6' SPRD.

SOD

CD 16,201 sf Celebration Bermudagrass Cynodon dactylon 'Celebration' SOD

SA 43,156 sf Floratam St. Augustine Grass Stenotaphrum secundatum 'Floratam' SOD

PLANT SCHEDULE

9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

L104 CASA 324271

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

LANDSCAPE SCHEDULE,

DETAILS AND NOTES

LANDSCAPE NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING IN ALL PLANTING AREAS, REGARDLESS OF THE STATUS OF EXISTING OR PROPOSED IRRIGATION.

2. CONTRACTOR SHALL RE-GRADE ALL AREAS DISTURBED BY PLANT REMOVAL, RELOCATION, AND/OR INSTALLATION WORK.

3. CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITY) ANY AND ALL EXISTING PLANT MATERIAL/SOD DISTURBED OR DAMAGED BY PLANT REMOVAL, RELOCATION, AND/OR INSTALLATION WORK.

4. THE CONTRACTOR SHALL PROVIDE AN APPROVED PLANTING SOIL MIXTURE FOR ALL PLANT MATERIAL. SEE SPECIFICATIONS FOR REQUIREMENTS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALL TREES AND SHRUBS, AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY PLANT MATERIALS. STAKING OF TREES OR SHRUBS SHALL BE DONE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS.

6. THE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PLANTERS. IF INADEQUATE VERTICAL DRAINAGE IS ENCOUNTERED, THE CONTRACTOR SHALL SUBMIT RECOMMENDATIONS FOR PROVIDING ADEQUATE DRAINAGE TO THE CONTRACTING OFFICER'S REPRESENTATIVE.

7. CONTRACTOR SHALL FIELD-ADJUST LOCATION OF PLANT MATERIAL PRIOR TO INITIATING INSTALLATION FOR THE REVIEW AND APPROVAL OF THE CONTRACTING OFFICER.

8. UPON COMPLETION OF ALL LANDSCAPING, AN INSPECTION FOR SUBSTANTIAL COMPLETION OF THE WORK SHALL BE HELD. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE FOR SCHEDULING THE INSPECTION AT LEAST SEVEN (7) DAYS PRIOR TO THE ANTICIPATED INSPECTION DATE.

9. CONTRACTOR SHALL SUBMIT WRITTEN GUARANTEE OF SURVIVABILITY OF ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION.

10. CONTRACTOR MUST REVIEW AND ACCEPT, APPROVE ALL GRADED AREAS PRIOR TO THE COMMENCEMENT OF PLANTING.

11. TREES ADJACENT TO BUILDINGS SHOULD BE PLANTED AT LEAST THE DIAMETER OF THE TREE CANOPY OR A MIN. OF 10'-0" (WHICHEVER IS GREATER) AWAY FROM THE BUILDING WALL.

12. MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED AND SHALL CONTINUE UNTIL THE PROJECT HAS BEEN DEEMED SUBSTANTIALLY COMPLETE. MAINTENANCE INCLUDES WATERING, PRUNING, WEEDING, MULCHING, REPLACEMENTS OF SICK OR DEAD PLANTS, AND ANY OTHER CARE NECESSARY FOR THE PROPER GROWTH OF THE PLANT MATERIAL.

13. ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE WITH FLORIDA NO. 1 GRADE OR BETTER, ACCORDING TO THE "GRADES AND STANDARDS FOR NURSERY PLANTS" PUBLISHED BY THE FLORIDA

DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.

14. CONTRACTOR SHALL COORDINATE ALL PLANTING WORK WITH IRRIGATION WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HAND WATERING AS REQUIRED TO SUPPLEMENT IRRIGATION WATERING AND

RAINFALL.

15. THE CONTRACTOR SHALL REVIEW PLANS TO BECOME THOROUGHLY FAMILIAR WITH SURFACE AND SUBSURFACE UTILITIES.

16. THE PLANT QUANTITIES SHOWN ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK.

17. PEG SOD ON SLOPES GREATER THAN 3:1.

18. CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AS SHOWN ON DRAWINGS OR BY MEANS APPROVED BY THE CONTRACTING OFFICER.

19. CONTRACTOR TO CLEAN, PRUNE, AND SHAPE EDGES OF EXISTING VEGETATION AS DIRECTED BY CONTRACTING OFFICER. CREATE SMOOTH BED LINES AROUND EXISTING VEGETATION.

20. THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING OF SOILS AND AMENDMENTS ETC. ASSOCIATED WITH THE WORK. SEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS. CONTRACTOR TO

PROVIDE SOIL AMENDMENT RECOMMENDATIONS BASED ON SOIL TESTS.

21. CONTRACTOR SHALL BEAR ALL COSTS OF SOIL AMENDMENTS.

22. ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES.

23. PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE SPECIFIED PLANT MATERIALS. SUBMIT DATED PHOTOGRAPHS OF ALL TREE MATERIAL AND SPECIMEN

MATERIAL AS TO THE CONTRACTING OFFICER FOR REVIEW.

24. ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. CONTAINER SIZE SHALL BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED.

25. IF PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS AS SPECIFIED HEREIN, THE CONTRACTING OFFICER RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE CONTRACTOR TO REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE-INSPECTED AND FOUND TO BE ACCEPTABLE.

26. THE PLANT QUANTITIES SHOWN ON THE PLANT SCHEDULE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE CONTRACTING OFFICER FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK.

27. ALL LANDSCAPE AREAS TO BE COVERED WITH 3” DEPTH 0F PINE STRAWS.

28. CONTRACTOR SHALL NOT OVERTHROW MULCH ONTO PLANT MATERIAL.

29. CONTRACTOR SHALL USE MULCH FINES TO COVER PERENNIAL PEANUTS, ASIATIC JASMINE PLANTING BEDS.

30. CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITY) ANY AND ALL EXISTING PLANT MATERIAL/SOD DISTURBED OR DAMAGED BY PLANT REMOVAL, RELOCATION, AND/OR INSTALLATION WORK.

31. LANDSCAPE TO BE IRRIGATED BY AN AUTOMATIC SYSTEM WITH RAIN SENSOR.

189856

43 111

SOD PLANTING1 SCALE: NTS

24"

ALL SOD LAID WITH ALTERNATING

AND BUTTING JOINTS

18"

NOTE: PROVIDE 2"-3" OF TOP SOIL FOR FINAL

GRADING PRIOR TO LAY DOWN SOD

TREE PIT

2X ROOTBALL DIA.

PREASSEMBLED PALM SAVER COLLAR BY

STAKING SYSTEMS INC. OR APPROVED

EQUAL.

1/3 HEIGHT

OF PALM C.T.

PREPARED PLANTING SOIL

1/3 NATIVE SOIL

1/3 SAND

1/3 PEAT AND COMPOST

CONTRACTOR TO MODIFY PER SOIL TEST

(3) 2 X 4 WOOD BRACES

60°

PLAN VIEW OF

STAKING

120°120°

120°

SOIL BERMS ARE TO BE

CONSTRUCTED AT RIGHT

ANGLES TO THE PLANT OR IN

THE POSITION WHICH WILL

MOST EFFECTIVELY RETAIN

WATER AT THE BASE OF THE

PLANT.

CONTRACTOR SHALL ASSURE PERCOLATION OF ALL

PLANTING PITS PRIOR TO INSTALLATION.

CABBAGE PALMS SHALL BE HURRICANE CUT TO

REMOVE ALL FRONDS. CUT THE LEADER OR CENTRAL

BUD BACK, LEAVING ONLY SECTIONS OF THE

FRONDS CLOSE TO THE PALM NUT. UNLESS

OTHERWISE SPECIFIED IN THE PLANT LIST

NOTE:

UNDISTURBED SOIL

(3) 2 x 4 STAKES

SOIL BERM 6" (TYP.)

3" DEPTH OF MULCH MIN. (TYP.)

6" CLEAR OF TRUNK.

SET TOP OF ROOT BALL

3" ABOVE FINISH GRADE

BLACK POROUS HOSE

SOIL BERM 6" (TYP.)

3" DEPTH OF MULCH MIN. (TYP.)

6" CLEAR OF TRUNK.

PREPARE PLANTING

1/3 NATIVE SOIL

1/3 SAND

1/3 PEAT AND COMPOST

CONTRACTOR TO MODIFY PER SOIL TEST

UNDISTURBED SOIL

16" x 6" GALVANIZED TURN BUCKLE;

2500 LBS. BREAK STRENGTH

1. CONTRACTOR SHALL

ASSURE PERCOLATION

OF ALL PLANTING PITS

PRIOR TO

INSTALLATION.

2. CONTRACTOR TO

PRUNE ANY TREES

WITHIN SIGHT

TRIANGLES ACCORDING

TO FDOT INDEX 546 -

SIGHT DISTANCE AT

INTERSECTIONS

TREE PIT 2X

ROOTBALL DIA.

AUGER ANCHOR HC4-30:

4" SCREW, 30" LENGTH

PLAN VIEW

16" GALVANIZED WIRE;

4,200 LBS. BREAK STRENGTH

NOTE:

SET TO OF ROOT BALL

3" ABOVE FINISH GRADE

60°

2 TREE HEIGHT

120°120°

120°

1" DIA., WHITE 18" PVC PIPE.

BURY 6" INTO SOIL, TYP.

OF STAKING

PALM PLANTING3 SCALE: NTS

TREE PLANTING - 3" TO 7" CALIPER2 SCALE: NTS

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1.82

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.21

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1.82

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POC

FIELD VERIFY THE CONTROLLER LOCATION AND INSTALL WIRES FROMTHAT POINT TO THE 4 NEW VALVES.

IF THE CONTROLLER IS NOT CAPABLE OF POWERING THE NEW VALVES,INSTALL A NEW CONTROLLER CAPABLE OF POWERING THE NEW VALVES.

FIELD LOCATE THE MAIN LINE AT THE POC.

ASSURE THAT 40 GPM AT 50 PSI IS AVAILABLE FOR THE NEW VALVES.

8'' SL.

2'' SL.

3'' SL.

4'' SL.

CONSULT WITH OWNER

AS TO THE ROUTING OF

THE ZONE PIPES.

T.1

2'' SL.

.91

1.82

.91

1.82

3.64

1.82

.91

1.82

3.64

.43

.86

.42

.44

.22

.42

.44

.22

.42

.22

.42

.45

1.82

.45

.91

.86

1.82

.86

1.82

.45

.49

.42

.49

1.82

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1.82

.86

.45

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.43

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1.82

.86

.91

.86

.42

.49

.91

.45

.49

.91

.45

.22

.44

.21 .45

.42

.422'' SL.

4''

2''

4''

1''

4''

4''1''

1''

2''

4''

1''

4''

1''

4''

1''

2''

1''

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4''

2''

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1''

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4''1''

T.1 T.1

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1.82

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1.82

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POC

FIELD VERIFY THE CONTROLLER LOCATION AND INSTALL WIRES FROMTHAT POINT TO THE 4 NEW VALVES.

IF THE CONTROLLER IS NOT CAPABLE OF POWERING THE NEW VALVES,INSTALL A NEW CONTROLLER CAPABLE OF POWERING THE NEW VALVES.

FIELD LOCATE THE MAIN LINE AT THE POC.

ASSURE THAT 40 GPM AT 50 PSI IS AVAILABLE FOR THE NEW VALVES.

8'' SL.

2'' SL.

3'' SL.

4'' SL.

CONSULT WITH OWNER

AS TO THE ROUTING OF

THE ZONE PIPES.

T.1

T.1T.1

T.1

T.1T.1

2'' SL.

.91

1.82

.91

1.82 1.82

1.82

3.64

1.82

.91

1.82

3.64

.43

.86

.42

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.42

.45

1.82

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1.82

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1.82

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1.82

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1.82

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4''

212''

2''

4''

1''

114''

4''1''

1''

212''

2''

114''

1''

4''

1''

4''

1''

2''

212''

2''

1''

2''

114''

4''

114'' 2''

2''

4''1''

1''

114''11 4''1''

T.1 T.1

LEGEND

POC - 38 GPM AT 50 PSI REQUIRED

HUNTER PROS-06-PRS40-CV-F SPRINKLER WITH MP-800SR-90 NOZZLE - 6 TO 12 FEET

HUNTER PROS-06-PRS40-CV-F SPRINKLER WITH MP-CORNER NOZZLE 8 TO 15 FEET

HUNTER PROS-06-PRS40-CV-F SPRINKLER WITH MP-1000-90 NOZZLE 8 TO 15 FEET

HUNTER PROS-06-PRS40-CV-F SPRINKLER WITH MP-2000-90 NOZZLE 13 TO 21 FEET

HUNTER PROS-06-PRS40-CV-F SPRINKLER WITH MP-3000-90 NOZZLE 22 TO 30 FEET

HUNTER PROS-06-PRS40-CV-F SPRINKLER WITH MP-LCS-515 NOZZLE 5 FEET BY 15 FEET

HUNTER PROS-06-PRS40-CV-F SPRINKLER WITH MP-RCS-515 NOZZLE 5 FEET BY 15 FEET

HUNTER PROS-06-PRS40-CV-F SPRINKLER WITH MP-SS-530 NOZZLE 5 FEET BY 30 FEET

HUNTER PROS-06-PRS40-CV-F SPRINKLER WITH 5Q STANDARD NOZZLE

2.5'' CL200 PVC SOLVENT WELD PVC MAIN LINE (ROUTE IN LANDSCAPE AREAS ONLY, NOT UNDER HARDSCAPE.)

HUNTER ICV-151-FS-AS-ADJ 1.5" VALVE ASSEMBLY

CL200 PVC SOLVENT WELD PVC ZONE PIPE

PVC SCHEDULE 40 SLEEVE LOCATION

VALVE SIZE, APPLICATION, AND GALLONAGE (STATION NUMBER IS UNKNOWN.)

EXISTING TREE TO REMAIN

POC

T.1

.49

.77

1.82

.22

.44

.45

.42

9/ 4/

P M

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

9/ 4/

P M

BW / SC

TITLE OF SHEET

9/5/2025

0' 10' 20' 40' 60'

DRAWING SCALE (1"=20')

L110 CASA 324271

CASTILLO DE SAN MARCOS NATIONAL MONUMENT

IRRIGATION PLAN

WATER BATTERY

PATHWAY (SEE

CIVIL DRAWINGS)

WALL (TYP.)

PATHWAY (SEE

CIVIL DRAWINGS)

NORTH SEAWALL (SEE

CIVIL DRAWINGS)

CASTILLO DE SAN MARCOS

KEY MAP

189856

44 111

EXISTING TREE TO

REMAIN

EXISTING TREE TO

REMAIN

SEE

2/L111

SEE

1/L111

ALL IRRIGATION

LATERAL AND MAIN

LINES TO BE

PLACED MIN. 3'

FROM THE TREE

TRUNK (TYP.)

ALL IRRIGATION

LATERAL AND MAIN

LINES TO BE

PLACED MIN. 3'

FROM THE TREE

TRUNK (TYP.)

ALL IRRIGATION

LATERAL AND MAIN

LINES TO BE

PLACED MIN. 3'

FROM THE TREE

TRUNK (TYP.)

ALL IRRIGATION

LATERAL AND MAIN

LINES TO BE

PLACED MIN. 3'

FROM THE TREE

TRUNK (TYP.)

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AutoCAD SHX Text

TYPE

AutoCAD SHX Text 1.5''

AutoCAD SHX Text

UKN

AutoCAD SHX Text 37.31

AutoCAD SHX Text

SPR

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text

LCallura Text Box

LCallura

U U

T.1

T.1T.1

T.1

T.1T.1

2'' SL.

U U

UEUE

UE UE

U E

.22

.44

.22

.44

.22

.44

.22

1.82

.45

.42

.21

.45

.22

1.82

.42

POC

FIELD VERIFY THE CONTROLLER LOCATION AND INSTALL WIRES FROMTHAT POINT TO THE 4 NEW VALVES.

IF THE CONTROLLER IS NOT CAPABLE OF POWERING THE NEW VALVES,INSTALL A NEW CONTROLLER CAPABLE OF POWERING THE NEW VALVES.

FIELD LOCATE THE MAIN LINE AT THE POC.

ASSURE THAT 40 GPM AT 50 PSI IS AVAILABLE FOR THE NEW VALVES.

8'' SL.

2'' SL.

3'' SL.

4'' SL.

CONSULT WITH OWNER

AS TO THE ROUTING OF

THE ZONE PIPES.

T.1

T.1T.1

T.1

T.1T.1

2'' SL.

.91

1.82

.91

1.82 1.82

1.82

3.64

1.82

.91

1.82

3.64

.43

.86

.42

.44

.22

.42

.44

.22

.42

.22

.42

.45

1.82

.45

.91

.86

1.82

.86

1.82

.45

.49

.42

.49

1.82

.91

1.82

.86

.45

.22

.44

.22

.44

.22

.44

.86

.43

.86

.45

.49

.86

.45

.21 .42

.21

.22

.21

.45

.49

.86

1.82

.86

.91

.86

.42

.49

.91

.45

.49

.91

.45

.22

.44

.21 .45

.42

.422'' SL.

4''

212''

2''

4''

1''

114''

4''1''

1''

2''

114''

1''

4''

1''

4''

1''

2''

212''

2''

1''

2''

114''

4''

114'' 2''

2''

4''1''

1''

114''11 4''1''

T.1 T.1

U U

UEUEUEUEUE

UE UE UE UE