HomeMy WebLinkAbout11-06-2025 PZ Agenda
COMMUNITY DEVELOPMENT DEPARTMENT
1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958
TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248
www.cityofsebastian.org
AGENDA
PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY
Thursday, November 6, 2025 – 6:00 P.M.
CITY COUNCIL CHAMBERS
1225 MAIN STREET, SEBASTIAN, FLORIDA
ALL AGENDA ITEMS MAY BE INSPECTED IN THE OFFICE OF COMMUNITY DEVELOPMENT
1225 MAIN STREET, SEBASTIAN, FLORIDA OR ON THE CITY WEBSITE
1. CALL TO ORDER
2. PLEDGE OF ALLEGIANCE
3. ROLL CALL
4. ANNOUNCEMENTS AND AGENDA MODIFICATIONS
Modifications and additions require unanimous vote of members. Deletions do not apply.
5. APPROVAL OF MINUTES: Special meeting of October 9, 2025
6. PLANNING AND ZONING (P&Z) COMMISSION QUASI-JUDICIAL HEARINGS
• Chairman opens hearing, attorney reads ordinance or resolution or title
• Commissioners disclose ex-parte communication
• Chairman or attorney swears in all who intend to provide testimony
• Applicant or applicant’s agent makes presentation
• Staff presents findings and analysis
• Commissioners asks questions of the applicant and staff
• Chairman opens the floor for anyone in favor and anyone opposing the request (anyone
presenting factual information shall be sworn but anyone merely advocating approval or denial
need not be sworn in)
• Applicant provided opportunity to respond to issues raised by staff or public
• Staff provided opportunity to summarize request
• Commission deliberation and questions
• Chairman calls for a motion
• Commission Action
A. P&Z Quasi-Judicial Public Hearing – Site Plan Development – City of Sebastian
Cemetery - CONSTRUCTION A NEW 1,577 SF OFFICE BUILDING ALONG WITH SITE
IMPROVEMENTS CONSISTING OF NEW LANDSCAPING, STORMWATER, AND
UTILITIES - 1921 N CENTRAL AVE - TAX PARCEL ID# 30-38-30-00000-9000-00000.1 -
CURRENT ZONING IS PS (PUBLIC SERVICE) AND CURRENT LAND USE IS INS
(INSTITUTIONAL).
B. P&Z Quasi-Judicial Public Hearing – Site Plan Development – Hawk’s Landing –
DEVELOPMENT OF 162 TOWNHOME UNITS, FOR A PROPOSED DENISITY OF 8
UNITS PER ACRE, INCLUDING A PRIVATE AMENITY CENTER, AND PUBLIC DOG
2
PARK WITH ACCESS FROM SCHUMANN DRIVE, ALONG WITH NEW
LANDSCAPING, NATIVE PRESERVATION, STORMWATER, AND UTILITIES - THE
20.38-ACRE SITE IS LOCATED EAST OF SCHUMANN DRIVE, NORTH & WEST OF
THE DAY DRIVE CANAL, AND SOUTH OF DAHL AVENUE. CURRENT ZONING IS
RM-8 (RESIDENTIAL MULTI-FAMILY 8 DU/AC) AND CURRENT LAND USE MDR
(MEDIUM DENSITY RESIDENTIAL).
7. PLANNING AND ZONING (P&Z) COMMISION PUBLIC HEARINGS
• Chairman opens hearing;
• Attorney reads ordinance or resolution or title, if any;
• Staff presentation;
• Public Input;
• Commissioners closes hearing;
• Commission deliberation and questions
• Chairman calls for a motion
• Commission Action
A. Public Hearing – Recommendation to City Council – Preliminary Re-Plat – Hawk’s
Landing Subdivision – REPLATING BLOCKS 581, 582, AND 583 OF SEBASTIAN
HIGHLANDS UNIT 17 TO 162 TOWNHOME LOTS AND APPLICABLE TRACTS FOR
A PROPOSED MULTIFAMILY DEVELOPMENT WITH ACCESS FROM SCHUMANN
DRIVE - THE 20.38-ACRE SITE IS LOCATED EAST OF SCHUMANN DRIVE, NORTH
& WEST OF THE DAY DRIVE CANAL, AND SOUTH OF DAHL AVENUE. CURRENT
ZONING IS RM-8 (RESIDENTIAL MULTI-FAMILY 8 DU/AC) AND CURRENT LAND
USE MDR (MEDIUM DENSITY RESIDENTIAL).
8. UNFINISHED BUSINESS: None
9. NEW BUSINESS: None
10. ADJOURN
No stenographic record by a certified court reporter will be made of the foregoing meeti ng. Any person who decides to appeal
any decision made by the Commission with respect to any matter considered a t this meeting may need to ensure that a verbatim
record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be heard.
(F.S.286.0105)
In compliance with the Americans with Disabilities Act (ADA) of 1990 , anyone who needs a special accommodation for this
meeting should contact the City’s ADA Coordinator at 772-388-8226 at least 48 hours in advance of the meeting.
All government meetings in City Council Chambers will be broadcast live on COS-TV Comcast Channel 25 and ATT UVerse
Channel 99 and streamed via the city website – www.cityofsebastian.org unless otherwise noticed and rebroadcast at a later
date – see COS-TV Channel 25 for broadcast schedule
ZOOM INFORMATION
If you wish to attend the meeting by Zoom, please follow the link below to the City’s Meeting Calendar, and
locate the applicable meeting date. The Zoom connection details are provided.
https://www.cityofsebastian.org/meetingcalendar
CLF-4FT
TRV
TRV
SYMBOLS NOT SCALEABLE FOR SIZE
LEGEND
-CABLE TV BOX
-(CM) CONCRETE MONUMENT
-CLEAN-OUT
-CURB INLET
-DRAINAGE MANHOLE
-ELECTRIC BOX
-GATE VALVE
-GAS VALVE
-IRRIGATION VALVE
-GUY WIRE
-HYDRANT
-IRON PIPE
-IRON ROD & CAP
-LIGHT POST
-MITERED END SECTION
-POINT OF INTERSECTION
-SANITARY MANHOLE
-SITE BENCHMARK
-STREET SIGN
-SURFACE INLET
-TELEPHONE SERVICE
-TYPICAL ELEVATION
-WATER METER
-WELL
-WOOD UTILITY POLE
-CHAIN LINK FENCE (C.L.F.)
-WOODEN FENCE
-CATCH BASIN
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ABBREVIATIONS
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: INFO@MLS-LB6905.COM
NORTH
PROFESSIONAL LAND SURVE<OR #5336BILL< M. MOOD<
CITY OF SEBASTIAN CEMETERY
PLAT OF SURVEY FOR:
1921 N. CENTRAL AVENUE
SEBASTIAN, FL 32958
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER LISTED BELOW
TOPOGRAPHIC SURVEY
SITE ADDRESS
CITY OF SEBASTIAN CEMETERY
1921 N. CENTRAL AVENUE
SEBASTIAN, FL 32958
REPORT OF SURVEY:
*
THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL
DATUM (NAVD) OF 1988. PRIMARY BENCHMARK UTILIZED IS INDIAN RIVER COUNTY
MONUMENT BM355002, EL.= 11.95' (NAVD'88). SITE BENCHMARK IS AS SHOWN.
THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" PER FLOOD
INSURANCE RATE MAP #12061C0103 J, DATED JANUARY 26, 2023.
UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION IS UNIDENTIFIED.
BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE
INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR
TO DESIGN OR CONSTRUCTION.
THE LAST DATE OF FIELD WORK WAS: 10/16/2024
ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND
DECIMAL PARTS THEREOF.
THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS
OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE.
BILLY M. MOODY P.S.M. #5336
PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD. SUITE 201 VERO
BEACH, FLORIDA 32960
TYPE OF SURVEY: TOPOGRAPHIC
THIS SURVEY PERFORMED BY:
THE BEARINGS, DISTANCES AND STATE PLANE COORDINATES, AS SHOWN, ARE FOR REFERENCE
ONLY.
THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND
IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN.
NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP
WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
*
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ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE
SIGNING PARTY OR PARTIES.
*
THE COORDINATES, AS SHOWN ON THIS MAP, REFER TO STATE PLANE COORDINATES, FLORIDA
EAST ZONE, NAD 83 (2011 ADJUSTMENT).
*
PRO-ECT#
DATE:
F.B. 413
DRA:N B<:
CHEC.ED B<:
SCALE:
SHEET
24-051
10222024
P*. 74
N-L
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1 30
1 OF 1
REVISION
CERTIFICATION
THIS MAP REPRESENTS AN ACTUAL ON THE GROUND SURVEY PERFORMED BY ME OR UNDER MY
DIRECT SUPERVISION. THIS MAP AND SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND
BELIEF. THIS MAP AND SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE AS CODIFIED IN
CHAPTER 472, FLORIDA STATUTES, AND IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE.
VICINITY MAP: NOT TO SCALE
PROJECT
AREA
#DATE
Docusign Envelope ID: BF569565-C933-4C04-BC81-6E40E12890C8
10/23/2024
First Floor
0' - 0"
TRUSS BEARING
9' - 0"
Roof
18' - 0"
Foundation
-1' - 4"
2
A-302
12' - 0"
7'
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4' - 0"
5'
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3' - 0"
6'
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8
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4' - 0"
5'
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2'
-
0
"
First Floor
0' - 0"
TRUSS BEARING
9' - 0"
Roof
18' - 0"
Foundation
-1' - 4"
2
A-302
5'
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0
"
2'
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0
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6'
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8
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3'-0"
4'-0"
1'-4"
1'-6"
1'-4"9'-0"1'-4"
2'
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0'
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4
"
6'
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0
"
2'
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8'
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First Floor
0' - 0"
TRUSS BEARING
9' - 0"
Roof
18' - 0"
Foundation
-1' - 4"
1
A-302
First Floor
0' - 0"
TRUSS BEARING
9' - 0"
Roof
18' - 0"
Foundation
-1' - 4"
1
A-302
Scale: 1/4" = 1'-0"A-200
1 North
Scale: 1/4" = 1'-0"A-200
2 South
Scale: 1/4" = 1'-0"A-200
3 East
Scale: 1/4" = 1'-0"A-200
4 West
A-200
El
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06-24-24
JCG
KRL
All reports, plans, specifications, computer files, field
data, notes and other documents are instruments of
service prepared by Caribeño Architectural Group,
INC. (C.A.G.) as instruments of service remain the
property of C.A.G. C.A.G. shall retain all common
law, statuatory and other reserved rights, including
the copyright thereto. Any use or reproduction of this
document without written permission from C.A.G. is
a violation of Federal copyright laws.
406 S. NEPTUNE DRIVE,
SATELLITE BEACH, FLORIDA 32937
PHONE (321) 389-8787
FLORIDA CERTIFICATE #AR 0017819
CAG
ARCHITECTS, LLC.
Kenneth R. Lebron
AR 0017819
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1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
CIVIL & STRUCTURAL ENGINEERING LAND PLANNING ENVIRONMENTAL PERMITTING
CERTIFICATION OF AUTHORIZATION NO.: 00008668
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com
SCHULKE, BITTLE & STODDARD, L.L.C.
ENGINEER CERTIFICATION:
JOSEPH W. SCHULKE, P.E.
JODAH B. BITTLE, P.E.
WILLIAM P. STODDARD, Ph.D., P.E.
REG. No 47048
DATE:
REG. No 57396
REG. No 57605
Know what's below.
before you dig.Call
R
VICINITY MAP
N
SITE
JACK
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CITY OF SEBASTIAN CEMETERY
SITE PLAN FOR
SECTION 30, TOWNSHIP 33 SOUTH, RANGE 38 EAST
CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA
REQUIRED PERMITS
SITE DATA
CITY OF SEBASTIAN SITE PLAN APPROVAL
LAND CLEARING PERMIT
TREE REMOVAL
STORMWATER PERMIT
DE-WATERING PERMIT
DEMO PERMIT
R-O-W/ DRIVEWAY
F.D.E.P.NOTICE OF INTENT TO USE GENERIC PERMIT (SWPPP)
ERP - 10-2 CERTIFICATION
FDOH - SEPTIC SYSTEM ABANDONMENT *
- WELL ABANDONMENT
- PRE-DEMOLITION **
* THERE IS NO RECORD OF SEPTIC TANK ABANDONMENT FOR THE EXISTING STRUCTURE AT 1921
N CENTRAL AVE. IF THE TANK HAS BEEN ABANDONED WITHOUT PERMIT, AFTER-THE-FACT
PERMITTING WILL BE REQUIRED AND DOCUMENTATION SUCH AS PUMP OUT, DISPOSAL RECEIPTS,
ETC. WILL BE REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE ABANDONMENT REQUIREMENTS
FOUND IN CH. 62-6 FAC.
** CONTACT CHARLES VOGT, ENVIRONMENTAL SPECIALIST WITH FDOH AT (772) 794-7440 TO DISCUSS
WHAT IS REQUIRED TO BEGIN THE PER-DEMOLITION APPLICATION AND APPROVAL PROCESS.
APPLICANT/OWNER: CITY OF SEBASTIAN
1225 MAIN STREET
SEBASTIAN, FLORIDA 32958
(772) 589-5330
ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C.
1717 INDIAN RIVER BOULEVARD SUITE 201
VERO BEACH, FLORIDA 32960
(772) 770-9622
SURVEYOR:MERIDIAN LAND SURVEYORS, INC LB#6905
1717 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH, FLORIDA 32960
(772) 794-1213
SITE LOCATION: 1921 N. CENTRAL AVENUE
SEBASTIAN, FL 32958
TAX I.D. #:30383000009000000000.1
FLOOD ZONE:THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" PER FLOOD
INSURANCE RATE MAP #12061C0103 J, DATED JANUARY 26, 2023.
GROSS AREA:9.06 AC. (GROSS AREA OF CEMETERY)
DEVELOPED AREA:.18 AC.
ZONING:PS
LAND USE:INSTITUTIONAL
GENERAL NOTES
1. SUBMITTALS
A. PRODUCT DATA AND SHOP DRAWINGS
1.FOR ALL SITE WORK CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT PRODUCT DATA IN THE FORM OF
MANUFACTURERS' CUT SHEETS AND CATALOG DATA FOR ALL PRODUCTS, MATERIAL AND EQUIPMENT
CLEARLY INDICATING THE SPECIFIC PART OR PRODUCT CATALOG NUMBER(S) FOR APPROVAL.
2.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRODUCTS, MATERIALS AND EQUIPMENT
REQUIRED TO BE FABRICATED, OR WHEN STANDARD PUBLISHED PRODUCT DATA IS NOT SUITABLE FOR
USE.
3.SUBMIT 6 COPIES OF REQUESTED INFORMATION, NEATLY BOUND AND INDEXED PER CATEGORY FOR THE
FOLLOWING:
A. UTILITIES:
ALL PIPE, FITTINGS, VALVES, OTHER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMP
STATION EQUIPMENT, COMPONENTS AND STRUCTURES, AND ALL OTHER UTILITY SYSTEM
PRODUCTS, MATERIALS AND COMPONENTS AND SIMILAR CONTROLS.
B. DRAINAGE:
ALL PIPE, FITTINGS, AND COMPONENTS THEREOF, STRUCTURES, FRAMES, GRATES, LIDS,
GASKETS,FASTENERS, COUPLINGS AND SIMILAR, AND ALL OTHER DRAINAGE SYSTEM PRODUCTS,
MATERIALS, AND COMPONENTS AND SIMILAR CONTROLS.
C. PAVING AND GRADING:
FDOT CERTIFICATIONS AND LAB ANALYSIS/RESULTS FOR PAVEMENT, BASE, SUBGRADE, AND FILL
MATERIALS. INCLUDE EVIDENCE (CERTIFICATIONS) THAT THE MATERIALS PROPOSED TO BE USED
MEET OR EXCEED FDOT SPECIFICATIONS AND THE CONTRACT DOCUMENTS.
D. SIGNING AND PAVEMENT MARKING:
SIGN AND PAVEMENT MARKING PRODUCTS AND MATERIALS, AND EVIDENCE THAT THE PRODUCTS
AND MATERIALS PROPOSED TO BE USED MEET OR EXCEED REQUIREMENTS SPECIFIED IN THE
CONTRACT DOCUMENTS, LOCAL ENGINEERING DEPARTMENT, MUTCO AND FDOT SPECIFICATIONS.
E. IRRIGATION:
ALL PIPE, FITTINGS, VALVES, OTHER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMP
STATION EQUIPMENT, COMPONENTS AND STRUCTURES, AND ALL OTHER UTILITY SYSTEM
PRODUCTS, MATERIALS AND COMPONENTS AND SIMILAR CONTROLS, WELLS, AND/OR OTHER
IRRIGATION SOURCES. THE CONTRACTOR SHALL SUBMIT AN IRRIGATION COORDINATION DRAWING,
INDICATING CONTRACTOR'S PROPOSED LOCATION OF MAIN LINES, SECONDARY LINES, HEAD
LOCATIONS, WELL, PUMP, CONTROL PANEL, SENSORS, CONTROL VALVE AND VALVE LOCATIONS.
THIS DRAWING SHOULD CLEARLY DEPICT ADJUSTMENTS OR CHANGES THE
CONTRACTOR PROPOSES. THE DRAWINGS SHALL INDICATE ALL PROPOSED SUBSTITUTIONS OF
SIZE, MATERIAL, AND/OR MANUFACTURER.
4.ALLOW TWO WEEKS FOR THE ENGINEER TO COMPLETE REVIEW OF PRODUCT DATA AND SHOP
DRAWINGS. ENGINEER WILL NOT BE RESPONSIBLE FOR PROJECT DELAYS RELATED TO DELIVERY AND
TRANSMISSION OF THE DOCUMENTS ONCE INFORMATION HAS LEFT ENGINEER'S OFFICE. ITEMS
REQUIRING A LONG LEAD TIME SHOULD BE SUBMITTED AS SOON AS POSSIBLE.
5.THE CONTRACTOR SHALL PROVIDE A STAMP INDICATING ITS REVIEW AND APPROVAL, INITIALED OR
SIGNED,CERTIFYING TO REVIEW OF SUBMITTAL, VERIFICATION OF PRODUCTS, FIELD MEASUREMENTS
AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF THE INFORMATION WITHIN THE SUBMITTAL
WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS, INCLUDING PLANS AND
SPECIFICATIONS OF OTHER DESIGN PROFESSIONALS (I.E.; ARCHITECT, MECHANICAL, ELECTRICAL, AND
STRUCTURAL ENGINEERS).
B. TESTING
1.WATER: PRESSURE (MAIN AND TAPS), BACTERIOLOGICAL, BACKFILL DENSITIES, BACKFLOW PREVENTOR
TESTS AND CERTIFICATION; AND AS PER PROJECT SPECIFICATIONS, LOCAL UTILITIES DEPARTMENT, AND
FDEP REQUIREMENTS.
2.SEWER: EXFIL, TV, AND BACKFILL DENSITIES. PRESSURE TEST (MAINS AND TAPS) LIFT STATION START-UP,
ALL PER PROJECT SPECIFICATIONS, COVB AND FDEP REQUIREMENTS.
3.DRAINAGE: EXFIL, LAMPING (FIELD), AND BACKFILL DENSITIES PER PROJECT SPECIFICATIONS AND LOCAL
ENGINEERING REQUIREMENTS.
4.EARTHWORK & PAVING: DENSITIES, LBR'S AND FBV'S AS PER PROJECT SPECIFICATIONS AND LOCAL
ENGINEERING REQUIREMENTS.
5.SUBMIT ALL TEST RESULTS FOR ENGINEERING REVIEW WITHIN 3 DAYS OF TESTING. FAILURE TO PROVIDE
TEST RESULTS, OR PROVIDING FAILING TEST RESULTS WILL BE GROUNDS FOR REJECTION OF WORK AND
DELAY AND/OR REJECTION OF PAY REQUEST APPLICATIONS.
C. AS-BUILTS
1.GRADING: LOCATION AND ELEVATION OF ALL: CONCRETE AND PAVEMENT (VEHICLE USE AND
PEDESTRIAN USE IMPROVEMENTS) AT HI/LOW POINTS, EDGE OF PAVEMENT, AND CENTERLINE AT 50' ON
CENTER AND AT CHANGE OF DIRECTION, GRADE BREAKS; PROPERTY LINES (CROSS SECTIONS 50' ON
CENTER); TOP OF BANK AND T.O.E. OF SLOPE AND/OR CENTERLINE OF SWALES AND RETENTION AREAS;
CROSS SECTIONS 50' ON CENTER ON STORMWATER LAKES FROM TOP TO BOTTOM; MECHANICAL PADS
AND FINISHED FLOOR ELEVATIONS; DETAILED LOCATION AND TOPOGRAPHY OF DRIVEWAY TURNOUTS.
2.WATER AND SEWER FORCE MAINS: LOCATION, TOP ELEVATION AND STATE PLANE COORDINATES AT ALL
FITTINGS, VALVES, CHANGES OF DIRECTION AND AT 100' ON CENTER.
3.GRAVITY SEWER:
- SEWER STRUCTURES: DIAMETER OR SIZE, AND LOCATION AND ELEVATION OF STRUCTURES, TOP,
BOTTOMS, AND SEWER INVERTS.
- MAINS AND LATERALS: LOCATION AND INVERT ELEVATIONS AT CONNECTIONS, FITTINGS, AND
TERMINATION.
- LIFT STATIONS: HORIZONTAL LAYOUT AND LOCATION OF ALL EQUIPMENT, PANELS, VAULTS, WET WELL,
VALVES; LOCATION OF CONDUIT RUNS AND WATER SERVICE/ HOSE BIBB; LOCATION AND INVERT
ELEVATIONS OF GRAVITY AND FORCE MAINS TO AND FROM LIFT STATION; WET WELL DIAMETER, TOP
AND BOTTOM ELEVATIONS; PUMP(S) SIZE, TYPE, DISCHARGE DIAMETER, MANUFACTURER AND MODEL #.
4.DRAINAGE: ALL STRUCTURES DIAMETER OR SIZE, LOCATION, AND ELEVATION OF TOP, BOTTOM, AND
INVERT ELEVATIONS. ALL PIPES, DIAMETER, TYPE/MATERIAL, LOCATION AND INVERT ELEVATION AT
CONNECTIONS, FITTINGS, AND TERMINATION POINTS.
5.IRRIGATION: ALL LINES, SYSTEM EQUIPMENT COMPONENTS, MATERIALS INCLUDING PIPES, VALVES,
FITTINGS, SPRINKLER HEADS, AND MISCELLANEOUS APPURTENANCES.
D. OPERATION AND MAINTENANCE MANUALS
1.CONTRACTOR SHALL PROVIDE THE OWNER WITH OPERATION AND MAINTENANCE MANUALS FOR ALL
OPERABLE EQUIPMENT (PUMP STATIONS AND CONTROLS, AUTOMATIC CONTROL VALVES, AND OTHER
AUTOMATED EQUIPMENT; CONTROL PANELS, ETC.).
2.OPERATION AND MAINTENANCE MANUALS SHALL BE SUBMITTED AS A PRE-REQUISITE TO THE PROJECT
BEING DEEMED SUBSTANTIALLY COMPLETE.
E. WARRANTY
THE CONTRACTOR SHALL PROVIDE ALL WARRANTIES, CERTIFICATIONS, GUARANTIES, AND WARRANTY
BONDS AS SPECIFIED IN THE CONTRACT DOCUMENTS AND PERMIT CONDITIONS INCLUDING:
-UTILITY MAINTENANCE BOND - FOR ALL PUBLIC WATER AND SEWER UTILITIES INFRASTRUCTURE -
(25% OF CONTRACT VALUE)
-ENGINEERING MAINTENANCE BOND - FOR ALL PAVING, GRADING, AND DRAINAGE IMPROVEMENTS AND
INFRASTRUCTURE (25% OF CONTRACT VALUE)
4.OWNER TRAINING
THE CONTRACTOR SHALL INCLUDE 2 HOURS OF OWNER TRAINING (FOR EACH WATER, SEWER,
DRAINAGE, AND IRRIGATION SYSTEMS) FOR ALL OPERABLE EQUIPMENT AND SHALL INCLUDE THE
TIME FOR INITIAL ADJUSTMENTS OF EQUIPMENT AND TIME FOR ONE FOLLOW-UP VISIT AND
ADJUSTMENTS OF EQUIPMENT 60 DAYS AFTER END USER HAD OPERATIONAL TIME WITH THE EQUIPMENT.
Sheet List Table
Sheet
Number Sheet Title
C-000 COVER
C-200 EXISTING CONDITIONS
C-300 STORM WATER POLLUTION PREVENTION PLAN
C-301 STORM WATER POLLUTION PREVENTION PLAN DETAILS
C-400 SITE PLAN
C-500 PAVING, GRADING, DRAINAGE AND UTILITY PLAN
C-501 PAVING, GRADING, UTILITY AND DRAINAGE DETAILS - I
SECTIONS
C-504 STANDARD UTILITIES DETAILS
C-401
C-001 AERIAL
C-502
SITE PLAN DETAILS
C-201 SOIL BORINGS GEOTECHNICAL REPORT
ATTACHED / UNDER SEPARATE COVER:
- BOUNDARY AND TOPO SURVEY (BY OTHERS)
REVISIONMARK DATE
MAINTENANCE BUILDING
SITE
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ZONING:
LAND USE:
CWR
RMUCITY OF SEBASTIAN CEMERTY
ZONING:
LAND USE:
RM-6
M-1
ZONING:
LAND USE:
CWR
RMU
ZONING:
LAND USE:
CWR
RMU
ZONING:
LAND USE:
CR
RMU
ZONING:
LAND USE:
CR
RMU
ZONING:
LAND USE:
ROSE-4
M-1
ZONING:
LAND USE:
ROSE-4
M-1
ZONING:
LAND USE:
CWR
RMU
ZONING:
LAND USE:
PS
INS
IRC
COS
IRC
COS
PAVING, GRADING, UTILITY AND DRAINAGE DETAILS - II
C-503
C-600 LANDSCAPING PLAN
IRC
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REVISED PER COS COMMENTS1 9/4/25
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
/
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DC-1, HA-1
DC-2, HA-2
DC-3, HA-3
DEMOLITION NOTES:
1.SEE UTILITY PLAN FOR PROPOSED UTILITY RELOCATES AND/OR ABANDONMENT
2.COORDINATE WITH FPL FOR ELECTRICAL RELOCATIONS AND/OR ABANDONMENTS, AND
FOR PROPOSED ELECTRICAL UTILITY SERVICE.
3.COORDINATE WITH UTILITY PROVIDER(FPL) FOR ANY NECCESSARY POWER POLE AND
OHE/UGE REMOVAL AND RELOCATIONS
4.SEE DRAINAGE PLAN FOR DRAINAGE CONSTRUCTION.
5.MUST ADHERE TO STORMWATER POLLUTION PREVENTION PLAN DURING
CLEARING/DEMO WORK. A SILT FENCE ALONG PERIMETER SHALL BE INSTALLED PRIOR
TO ANY WORK.
6.REMOVAL/DEMOLITION/CLEARING SHALL BE COMPLETED IN A COORDINATED
SEQUENCE TO CONTROL EROSION, SEE SHEET C-300 AND C-301.
7.SEE THIS SHEET,C-300, AND C-500 THROUGH C-501 FOR LIMITS OF CLEARING AND
GRUBBING, PAVEMENT REMOVAL, AND REMOVAL OF STRUCTURES. ALL PAVEMENT
AND STRUCTURES SHALL BE REMOVED WITHIN THESE LIMITS. CONTRACTOR SHALL
VISIT THE SITE AND FAMILIARIZE ITSELF WITH ALL SITE CONDITIONS. OMISSION OF
STRUCTURES OR PAVEMENT FROM THIS PLAN DOES NOT RELIEVE THE CONTRACTOR
OF ITS RESPONSIBILITY TO CLEAR, REMOVE, AND DISPOSE OF ALL STRUCTURES AND
ALL PAVEMENT ON THE PREMISES NOT SHOWN TO BE SAVED OR SALVAGED.
8.THE COST FOR CLEARING AND GRUBBING AND REMOVAL OF STRUCTURES: NO
ADDITIONAL PAYMENTS WILL BE MADE FOR CLAIMS FOR ADDITIONAL CLEARING OR
REMOVAL OF STRUCTURES NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL VISIT
THE SITE PRIOR TO BIDDING THE WORK.
9.TREE PROTECTION: THE COST FOR TREE AND SHRUB PROTECTION SHALL BE
INCLUDED WITHIN THE PROPOSAL FOR THE WORK PERFORMED IN THIS CONTRACT.
THE WORK SHALL INCLUDE ALL TREE PROTECTION MEASURES NECESSARY FOR
TREES AND SHRUBS WITHIN THE PROJECT LIMITS IDENTIFIED TO REMAIN, INCLUDING;
TRIM AND/OR PRUNE BRANCHES, LIMBS, AND ROOTS; INSTALLATION AND
MAINTENANCE OF PROTECTIVE FENCING; APPLICATION OF WATER AND FACILITIES
NECESSARY TO MAINTAIN THE HEALTH OF THE SHRUB OR TREE; PROTECTION OF THE
TREES FROM FLOODING, EROSION, OR EXCESSIVE WETTING RESULTING FROM
DEWATERING OR INTERIM STORMWATER MANAGEMENT PRACTICES; REPAIR AND/OR
REPLACE TREES DAMAGED BY CONSTRUCTION OPERATIONS; AND OTHER TREE
PROTECTION MEASURES SPECIFIED IN THE CONTRACT DOCUMENTS.
10.DEMOLITION WORK - CONTRACTOR SHALL PREPARE ANY ADDITIONAL
DOCUMENTATION NEEDED TO OBTAIN DEMOLITION PERMIT(S), AND APPROVALS FROM
ALL LOCAL AND STATE AGENCIES. DEMOLITION WORK SHALL BE COMPLETED WITH
CAREFUL CONSIDERATION OF THE EXISTING TREES THAT ARE TO BE PRESERVED. THE
CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT OF ANY DAMAGED OR
INJURED TREES THAT ARE DEEMED UNACCEPTABLE FOR PRESERVATION BY THE
ENGINEER.
11.THIS PLAN SHOULD NOT BE CONSIDERED ALL INCLUSIVE FOR CLEARING,
DEMOLITION, ABANDONMENT, AND RELOCATION WORK. THE CONTRACTOR SHALL
COORDINATE WITH WORK SPECIFIED ON THE SITE PLAN; PAVING, GRADING, AND
UTILITIES PLAN; ELECTRICAL PLANS; AND ALL OTHER CONTRACT DOCUMENTS.
NOTES: LAND CLEARING
(A)ALL NATIVE UPLAND VEGETATION CONTRIBUTING TO THE STABILIZATION
OF BANKS OR EXISTING CANALS, DITCHES OR NATURAL WATERCOURSES
SHALL BE RETAINED.
(B) ALL NUISANCE EXOTIC VEGETATION EXISTING ON SITE SHALL BE REMOVED
IN CONJUNCTION WITH SITE DEVELOPMENT.
(C) ANY ABANDONED FLOW WELL EXISTING ON SITE SHALL BE PLUGGED IN
CONJUNCTION WITH SITE DEVELOPMENT.
GENERAL NOTES:
1.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT
LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION.
RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER
IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN
ADVANCE BEFORE ANY RELOCATION.
2.THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE
OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTATIVES
CAN BE PRESENT.
3.PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH
FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES.
4.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN
PLACE.
5.THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD LOCATIONS 48
HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES.
6.KNOWN UTILITIES:
AT&T (772) 460-4443
COMCAST CABLE (772) 567-3444
IRCDUS (772) 226-1845
FPL (772) 462-0555
7.THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM
(NAVD) OF 1988.
PROJECT INFORMATION
APPLICANT/OWNER:
CITY OF SEBASTIAN
1225 MAIN ST.
SEBASTIAN, FLORIDA 32958
TEL:772-388-8200
FAX: 772-581-0149
ENGINEER:
SCHULKE, BITTLE & STODDARD, LLC.
1717 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH, FLORIDA 32960
TEL: 772-770-9622
FAX: 772-770-9496
SURVEYOR:
MERIDIAN LAND SURVEYOR
1717 INDIAN RIVER BOULEVARD
VERO BEACH, FLORIDA 32960
TEL: 772-794-1213
PROPOSED USE
OFFICE & MAINTENANCE BUILDING
STREET ADDRESS
1921 N. CENTRAL AVENUE
SEBASTIAN, FL 32958
PROPERTY TAX ID NUMBERS
30383000009000000000.1
ZONING
PS
LAND USE
INSTITUTIONAL
FLOOD ZONE
THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" PER
FLOOD INSURANCE RATE MAP #12061C0103 J, DATED JANUARY 26, 2023.
PROPOSED MAINT. ENTITY
CITY OF SEBASTIAN
GROSS AREA:
9.06 AC. (GROSS AREA OF CEMETERY)
DEVELOPED AREA:
.18 AC.
EXISTING SITE CONDITIONS:
OFFICE/MAINTENANCE BUILDING/W DRIVEWAY, SIDEWALKS AND PLANTERS
CONSTRUCTION SCHEDULE
CONSTRUCTION START: 9/25
CONSTRUCTION FINISH: 3/26
- CONSTRUCTION ACTIVITIES LIMITED TO:
MONDAY - FRIDAY: 7:00 AM - 7:00 PM
SATURDAY/SUNDAY: 8:00 AM - 5:00 PM
BOLLARDS
EXISTING WATER METER
(TO REMAIN) AND RPZ
(TO BE REPLACED)
EXISTING CEMETERY
MAINTENANCE BUILDING
F.F. EL. 17.63 (NAVD)
CONC.
PAD
ZONING:
LAND USE:
CWR
RMU
ZONING:
LAND USE:
RM-6
M-1
IRC
COS
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C
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S
LIMITS OF DEVELOPMENT AREA
NOT A BOUNDARY LINE
ALL STRUCTURES AND
CONCRETE TO BE
DEMOLISHED
CONTRACTOR TO LOCATE
EXISTING SEPTIC TANK AND
DRAIN FIELD, AND ABANDON
IN ACCORDANCE WITH D.O.H.
REQUIREMENTS. CONTRACTOR
TO OBTAIN PERMIT FROM D.O.H.
CONTRACTOR TO OBTAIN
PERMIT FROM D.O.H. TO
ABANDON THE WELL
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
/
2
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ARCHAEOLOGICAL:
IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, STONE TOOLS, OR
METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH THE
NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE
ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED PROJECT
SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE
VICINITY OF SUCH DISCOVERIES. THE PERMITEE, OR OTHER DESIGNEE, SHOULD CONTACT THE
FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, REVIEW AND
COMPLIANCE SECTION AT (850) 245-6333 OR (800) 847-7278, AS WELL AS THE APPROPRIATE
PERMITTING AGENCY OFFICE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL
AND/OR WRITTEN AUTHORIZATION FROM THE DIVISION OF HISTORICAL RESOURCES. IN THE
EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES,
ALL WORK SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE
WITH SECTION 872.05, FLORIDA STATUTES.
NOTES:
1.THIS PLAN (SHEETS C-300 & C-301), COPY OF FDEP NOI (STATE OF FLORIDA GENERIC PERMIT FOR
STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES) AND ALL
REQUIRED INSPECTION REPORTS, TESTS, AND ALL OTHER DOCUMENTATION SHALL BE KEPT AT THE PROJECT SITE.
2.THE FOLLOWING CERTIFICATION SHALL BE COMPLETED BY ALL CONTRACTORS/SUB-CONTRACTORS RESPONSIBLE FOR ANY PORTION
OF THE IMPLEMENTATION OF THE S.W.P.P.P. CERTIFICATION:
" I CERTIFY UNDER THE PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH, THE
TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER
DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER
POLLUTION PREVENTION PLAN PREPARED THEREUNDER,"
SWPPP
DESCRIPTION OF WORK/
RESPONSIBILITY
NAME
TITLE
CONTRACTOR OR
SUB CONTRACTOR
(NAME, ADDRESS, PHONE)
NAME/SIGNATURE
TO CERTIFICATION
DATE
BY:
SIGNATURE
BY:
SIGNATURE
BY:
SIGNATURE
PLAN PREPARATION:
1. THIS PLAN ORIGINALLY PREPARED BY THE OWNER'S ENGINEER. THIS PLAN WILL BE MADE AVAILABLE TO
CONTRACTOR TO EDIT, CHANGE, MODIFY, AS IT DEEMS NECESSARY FOR COMPLIANCE WITH FDEP REGULATIONS,
PERMIT CONDITIONS, AND AS REQUIRED FOR CONTRACTOR TO SIGN THE CERTIFICATION BELOW.
2. THE FOLLOWING CERTIFICATION SHALL BE SIGNED BY THE ENTITY (CONTRACTOR) RESPONSIBLE FOR SWPP
PLAN IMPLEMENTATION:
"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY
DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED
PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF
THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR
GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF
TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING
FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS."
BY: DATE:. .
SIGNATURE .
GENERAL NOTES:
1.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE
EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING
CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY
COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR
SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION.
2.THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN
ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY
REPRESENTATIVES CAN BE PRESENT.
3.PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL
COMPLY WITH FLORIDA STATUTE 553.851 FOR THE PROTECTION OF
UNDERGROUND GAS PIPELINES.
4.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO
REMAIN IN PLACE.
5.THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD LOCATIONS
48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES.
6.KNOWN UTILITIES:
AT&T (772) 460-4443
COMCAST CABLE (772) 567-3444
IRCDUS (772) 226-1845
FPL (772) 462-0555
7.THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL
DATUM (NAVD) OF 1988.
EROSION CONTROL NOTES
1.SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT
SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP-SLOPE
LAND DISTURBANCE TAKES PLACE.
2.ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE
CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER
SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT
PROPERTIES.
3.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO
DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT
STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
4.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED, COVERED OR CONTAINED WITH SEDIMENT
TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF
ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
5.A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.
6.AFTER ANY SIGNIFICANT RAINFALL, (12" OR GREATER) SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY
DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY.
7.CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR
PERMANENT CHANNEL, FLUME, SLOPE DRAIN STRUCTURE OR APPROVED CONTROL.
8.SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS
THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE
CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
9.WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL
SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.
10.PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED
PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL
SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY.
11.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,PROVISIONS SHALL BE MADE TO MINIMIZE
THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC
ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE
ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS
AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.
12.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE
STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED.
13.PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION
AND EROSION.
14.EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN SECTION 104 OF F.D.O.T. STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, IN ADDITION TO THESE PLANS.
15.CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES, RAINFALL RUN-OFF OR DEWATERING ACTIVITIES.
16.CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS.
17.POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAYBE NECESSARY AT CONTRACTOR'S EXPENSE.
NOI TO BE POSTED ON SITE.
18.NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER.
19.DEWATERING ACTIVITIES:
A.DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS.
B.CONTRACTOR MUST HAVE OR OBTAIN A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL
PERMIT FOR SHORT TERM CONSTRUCTION DE-WATERING". UNLESS DEWATERING ACTIVITIES WILL RESULT IN LESS THAN
300,000 GPD FOR 30 DAYS OR LESS.
C.NO HYDRAULIC PUMPS MAY BE USED FOR DEWATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT
AREA. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDS/LAKES) MAY BE EXEMPT FROM THIS CONDITION.
CONTRACTOR TO CONFIRM WITH SJRWMD.
D.NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT
ENGINEER AND TO INDIAN RIVER COUNTY.
20.SEE ADDITIONAL DETAILS, SPECIFICATIONS AND REQUIREMENTS ON SHEET C-301.
A SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THE FOLLOWING
INFORMATION:
1. DRAINAGE PATTERNS,- SEE SURVEY, EXISTING CONDITIONS PLAN AND DRAINAGE PLAN, SHEETS
C-200, C-300, C-500, C-501 & C-502.
2. APPROXIMATE SLOPES AFTER MAJOR GRADING ACTIVITIES - SEE SHEETS C-500 AND C-503.
3. AREAS OF SOIL DISTURBANCE, - SEE SHEETS C-200, C-500, C-501, C-502 AND THIS SHEET.
4. OUTLINE ALL AREAS THAT ARE NOT TO BE DISTURBED - THIS SHEET.
5. LOCATION OF ALL MAJOR STRUCTURAL AND NON-STRUCTURAL CONTROLS, - THIS SHEET, C-500,
C-501 & C-502.
6. THE LOCATION OF EXPECTED STABILIZATION PRACTICES, -THIS SHEET.
7. LOCATIONS WHERE STORMWATER MAY DISCHARGE TO A SURFACE WATER OR MS4. SEE SHEET
C-500 AND THIS SHEET.
DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY:
LAND CLEARING, FILLING AND CONSTRUCT INFRASTRUCTURE/ BUILDINGS FOR
A RESIDENTIAL DEVELOPMENT.
DESCRIBE THE INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:
1. SITE PREPARATION AND STABILIZE CONSTRUCTION ENTRANCE.
2. INSTALL SILT FENCE AROUND PERIMETER OF SITE. INSTALL TURBIDITY BARRIERS AT ALL OUTFALL
LOCATIONS. CLEAR LAND,DEMOLISH EXISTING.
3. RELOCATE TREES - PROVIDE TREE PROTECTION BARRIERS.
4. CLEAR LAND, DEMO BUILDINGS, PAVEMENT AND UNDERGROUND INFRASTRUCTURE.
5. FILL DITCHES.
6. GRADE SWALES AND RETENTION AREAS.
TOTAL AREA OF THE SITE: 9.06± ACRES
TOTAL AREA OF THE SITE TO BE DISTURBED THIS PHASE: 0.18± ACRES
EXISTING DATA DESCRIBING THE SOIL OR QUALITY OF ANY STORMWATER DISCHARGE:
SEE SOIL BORINGS BY OTHERS. NO DISCHARGE FROM DISTURBED AREAS IS ANTICIPATED.
DRAINAGE AREA SIZE FOR EACH DISCHARGE POINT: 30.89± ACRES (ONE DISCHARGE POINT)
LATITUDE AND LONGITUDE OF EACH DISCHARGE POINT RECEIVING WATER OR MS4 FOR EACH
DISCHARGE POINT: N/A
BEST MANAGEMENT PRACTICES (BMPS) AND MEASURES THAT WILL BE IMPLEMENTED AT THE
CONSTRUCTION SITE AND TIME FRAMES IN WHICH THE CONTROLS WILL BE IMPLEMENTED:
THE CONTRACTOR WILL USE SILT FENCE, FILTER BARRIERS, AND OTHER BMPS. THE TIME
FRAMES FOR CLEARING, EARTHWORK, AND ANTICIPATED BMP'S ARE
CLEARING/ EARTHWORK
1. INSTALL SILT FENCE AT PERIMETER OF SITE AND SILT BARRIERS AT
DOWNSTREAM DITCHES/SWALES.
2.CLEAR/GRUB AREA NECESSARY FOR TEMPORARY GRAVEL DRIVEWAY AND ADJACENT
SWALE.
3.CONSTRUCT TEMPORARY GRAVEL DRIVEWAY WITH SWALE.
4.EXCAVATE RETENTION AREAS AND SWALES. STABILIZE AND SOD THESE AREAS. THESE
AREAS WILL BE DESIGNED AS TEMPORARY BASINS TO CAPTURE RUN-OFF DURING
CONSTRUCTION AND CAN ALSO BE USED TO HOLD WATER FOR ANY DE-WATERING
ACTIVITIES. NOTE: THE AREAS WILL LIKELY NEED TO BE REGRADED PRIOR TO
COMPLETION. (FACTOR THIS INTO SCOPE AND CONSTRUCTION FEE.)
5.CLEAR BALANCE OF SITE (DEMOLISH STRUCTURES, PAVEMENT, UTILITIES AND
DRAINAGE TO BE REMOVED).
6.FILL SITE.
7.CONTINUE SITE FILL/ GRADING.
8.CONSTRUCT STORMWATER STRUCTURES AND DRAINAGE PIPING, WHERE POSSIBLE.
9.MAINTAIN DOWNSTREAM SILT BARRIERS AND PERIMETER SILT FENCE, DURING
CONSTRUCTION.
10.INCORPORATE ADDITIONAL BMP'S WHEN NEEDED DURING THE COURSE OF
CONSTRUCTION.
-POLLYWADDLE/ SILT FENCE/ FILTER SACKS AS INLETS AND PIPES ARE
INSTALLED.
-PROVIDE STOCKPILE PROTECTION, CONCRETE/ STUCCO WASH AREAS,
AND OTHER BMP'S WHEN NECESSARY TO CONTAIN PROPOSED WORK.
TEMPORARY AND PERMANENT STABILIZATION PRACTICES:
-TEMP. SLIT FENCES/FLOATING TURBIDITY BARRIERS PER PLAN.
FILTER FABRIC SHALL BE PLACED UNDER THE ROCK GRAVEL DRIVEWAY, AT
ALL SWALE OUTFALLS, AND RETENTION POND OUTFALLS.
-PERM. SEEDED/MULCHED,SOD. CONTROLLED GRADING AND DRAINAGE TO
DETENTION BASINS.
-STABILIZE ALL DE-NUDED AREAS IF LEFT UNDISTURBED FOR MORE THAN 7
DAYS - USE RYE GRASS PER MANUFACTURER'S APPLICATION RATES, AND
MULCHED WITH STRAW AT 4000 LB PER ACRE.
STRUCTURAL CONTROLS TO BE IMPLEMENTED TO DIVERT STORMWATER FLOW FROM
RECEIVING WATERS:
-TEMP. GRAVEL ENTRANCE ROAD, GRADED TO DRAIN TO A TEMPORARY
SEDIMENT SWALE OR RETENTION AREA.
-TEMP. DRAINS TO RETENTION PONDS
-TEMP. BERMS AT PROJECT PERIMETER - PER PLAN.
-INLETS/OUTLETS WILL BE PROTECTED WITH FILTER FABRIC.
-SILT FENCE SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF
DISTURBED AREAS.
-A DOUBLE ROW OF SILT FENCE WILL BE PROVIDED AROUND ALL STOCK PILE AREAS.
PERMANENT STORMWATER MANAGEMENT CONTROLS SUCH AS, DETENTION OR RETENTION
SYSTEMS OR VEGETATED SWALES.
-DRY RETENTION SYSTEMS INCORPORATED AS PERMANENT BMP FOR WATER
QUALITY CONTROL.
DESCRIBE IN DETAIL CONTROLS FOR THE FOLLOWING POTENTIAL POLLUTANTS:
WASTE DISPOSAL:
-ON SITE WASTE WILL BE CONTAINERIZED.
-CONCRETE/ STUCCO WASH AREA SHALL BE PROVIDED.
-STOCKPILE AREAS SHALL BE PROTECTED WITH SILT FENCE AND STABILIZED/
SEEDED IF LEFT UNATTENDED FOR MORE THAN 7 DAYS.
OFFSITE VEHICLE TRACKING:
-PROVIDE HARD SURFACE AT TEMP. DRIVEWAY (ROCK/GRAVEL DRIVEWAY).
-REGULAR MAINTENANCE OF ADJACENT ROAD RIGHT OF WAY, INCLUDING
STREET SWEEPING, & RUT REPAIR IN NON-PAVED AREAS.
APPLICATION RATES OF ALL FERTILIZERS, HERBICIDES AND PESTICIDES:
NONE PROPOSED.
STORAGE, APPLICATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES: NONE
PROPOSED.
DESCRIPTION OF THE MAINTENANCE PLAN FOR ALL STRUCTURAL AND NON-STRUCTURAL
CONTROLS.
-CONTRACTOR SHALL HAVE SWPPP COMPONENTS INSPECTED BY A FDEP
CERTIFIED INSPECTOR AND MAINTAIN ALL CONTROLS DAILY, AND HAVE
WEEKLY SWPPP INSPECTION REPORTS PREPARED, AND WITHIN 24 HOURS OF
THE END OF ANY RAINFALL EVENT THAT IS 12" OR GREATER.
-ENGINEER SHALL INSPECT PERIODICALLY.
DRIVEWAY TO
BE REMOVED
BUILDING TO BE REMOVED
CONCRETE PAD TO BE REMOVED
SIDEWALK TO BE REMOVED
PLANTER BOXES TO
BE REMOVED
WELL TO BE
ABANDONED
BOLLARDS TO BE REMOVED
IRC
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INSTALL SILT FENCE
INSTALL SILT FENCE
EXISTING DRIVEWAY TO REMAIN DURING
CONSTRUCTION. - UTILIZE FOR ACCESS,
STORAGE OF MATERIALS, TRASH, ETC.
CONCRETE
WASH
PORT-A-LET
TRASH
DUMPSTER
MATERIAL
STORAGE
REMOVE SIGN
EXISTING WATER METER
(TO REMAIN) AND RPZ
(TO BE REPLACED)
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
/
2
9
/
2
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2
4
EROSION CONTROL DETAILS
- All turbidity, erosion, and sedimentation controls shall be in accordance with `Best
Management Practices' as described in the Florida Land Development Manual: A
N.T.S.
Guide to Sound Land and Water Management.
- Reference F.D.O.T. Index #102.
DITCH BOTTOM INLETCOMPLETED INLET
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
Sidewalk
Anchor Bales With 2 - 2" x 2" x 4'
Curb & Gutter
Ditch
Stakes Per Bale.
Ditch
NOTES:
*WETLAND PROTECTION PLAN*
a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION
EASEMENT BOUNDARIES (AT TOE OF SLOPE-SEE SECTIONS EE,N,O) PRIOR
TO CONSTRUCTION.
b. NO TURBID DISCHARGE TO WETLANDS IS PERMITTED.
c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED
100 FT. FROM WETLANDS.
DITCH INSTALLATIONS
CL Median Ditch
Silt Barrier
Silt Barrier
Silt Barrier
Limits Of Construction
Sod
10' (Typ. )
50' Max.
Sod
Cross Drain
50' Max.
50' Max.
Endwall
50' Max.Ditch
50' Max.
Limits Of Construction
Ditch Bottom Inlet
50' Max.
Sod
AT DRAINAGE STRUCTURES
TEMPORARY ADS OUTFALL
N.T.S.
TEMPORARY ADS OUTFALL
90° FITTING (SKIMMING MECHANISM)
TEMPORARY SEDIMENT SWALE
FULLY STABILIZED AND GRASSED
PROVIDE ADDITIONAL SILT BARRIER/FILTER
ADJACENT TO OUTFALL PIPE.
12" MIN.
WIRE REINFORCED STAKED AND
TRENCHED SILT FENCE
3' MIN.
DOUBLE ROW STAKED SILT FENCE FOR USE AROUND
WETLANDS-N.T.S.
4
"
T
Y
P
.
4" TYP.
SURFACE
RUNOFF
STOCKPILE OF
ERODIBLE MATERIAL
AA
NOTE:
FOR STOCKPILING ERODIBLE
MATERIAL FOR EXTENDED
PERIODS, THE AREA SHALL BE
SEEDED AND MULCHED.
SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE
MATERIAL-N.T.S.
NOTE:
ALL STOCKPILES SHALL BE A MAXIMUM
OF 25' HIGH.
SECTION A-A
25
'
M
A
X
.
INLET GRATE
LOOPS SIZED FOR 1" REBAR. LIFT
FILTER BAG FROM INLET USING
REBAR FOR HANDLES.
OVERFLOW HOLES (OPTIONAL)
GEOTEXTILE BAG
14" BRIGHTLY COLORED NYLON
ROPE, EXPANSION RESISTANT
NOTE: IF FILTER FABRIC HAS BEEN
INSTALLED BENEATH INLET GRATE,
IT SHALL BE REMOVED
IMMEDIATELY AFTER ROAD
SURFACE HAS BEEN STABILIZED
AND THE FILTER SACK SHALL BE
IMMEDIATELY INSTALLED.
2"X2"X3 4" RUBBER BLOCK (TYP.)
FILTER SACKS FOR
GRATED INLETS AND
STABILIZED
ROADWAYS-N.T.S.
LE
N
G
T
H
=
L
WIDT
H
=
W
DEPTH=D
SOCK-PIPE OR ROCK BAG INLET
FILTER-N.T.S.
POLY WHATTLES OR GEOHAY CURB
INLET FILTER-N.T.S.
LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES TEST METHOD UNITS
GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
PUNCTURE
MULLEN BURST
TRAPEZOID TEAR
UV RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
ASTM D-4632
ASTM D-4632
ASTM D-4833
ASTM D-3786
ASTM D-4533
ASTM D-4355
ASTM D-4751
ASTM D-4491
ASTM D-4491
300 LBS.
20%
120 LBS.
800 P.S.I.
120 LBS.
80%
40 US SIEVE
40 GAL./MIN./SQ. FT.
0.55 SEC. -1
MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES TEST METHOD UNITS
GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
PUNCTURE
MULLEN BURST
TRAPEZOID TEAR
UV RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
ASTM D-4632
ASTM D-4632
ASTM D-4833
ASTM D-3786
ASTM D-4533
ASTM D-4355
ASTM D-4751
ASTM D-4491
ASTM D-4491
265 LBS.
20%
135 LBS.
420 P.S.I.
45 LBS.
90%
20 US SIEVE
200 GAL./MIN./SQ. FT.
1.5 SEC. -1
TYPE I
TYPE II
TYPE III
14" CHAINDE
P
T
H
AC
C
O
R
D
I
N
G
TO
N
E
E
D
NYLON
REINFORCED VINYL
DE
P
T
H
AC
C
O
R
D
I
N
G
TO
N
E
E
D
DE
P
T
H
AC
C
O
R
D
I
N
G
TO
N
E
E
D
ECONOMY FABRICS AVAILABLE
18 OZ. 300 LB./IN. STANDARDTYPE I. DOT FOR WATERS WITH LOW
CURRENTS (NO MORE THAN ONE FOOT
PER SECOND) AND LIGHT WINDS: LAKES,
PONDS, SMALL STREAMS, MARSHES.
FLEXIBLE TOP FLOTATION SECTION WITH
ENCAPSULATED EPS FOAM FLOTATION
LOGS (6"X6"X4')
FLOTATION
TOP LOAD LINE 516" VINYL COATED
CABLE
FOLDS EVERY 6'
STRESS PLATE
516" CHAIN BALLAST
AND LOAD LINE
STRESS PLATE (TO REMOVE
PRESSURE FROM FLOATS)
STRESS BAND
PVC SLOT-CONNECTOR
GALVANIZED #24
SAFETY HOOK
100' STANDARD LENGTH
CANAL/DITCHBED
WATER SURFACE
ANCHOR (AS
RECOMMENDED
BY THE
MANUFACTURER)
STANDARD
CONTAINMENT
SYSTEMS
LIGHT BUOY
AUTOMATIC FLASHING LIGHT
(ON AT DUSK-OFF AT DAWN) 100' ON
CENTER SHALL BE USED IN NAVIGABLE
CHANNELS ONLY
CURTAIN
5'5'
1'
MI
N
.
NOTE: ANCHORING TO BUOYS AS
SHOWN REMOVES ALL VERTICAL
FORCES FROM THE CURTAIN,
HENCE, THE CURTAIN WILL NOT SINK
FROM WIND OR CURRENT LOADS.
2'
MI
N
.
ORIENTATION WHEN INSTALLED
(TIDAL SITUATION-TYPE III)-N.T.S.
ATTACH LINES
TO SHACKLE
BUOY
516" CHAIN
LAP LINK
FLOATATION
PVC SLOT-CONNECTOR
STRESS PLATE
5 16" VINYL COATING CABLE
(ON BOTH SIDES OF CURTAIN TO
REDUCE STRAIN)GALVANIZED #24
SAFETY HOOK
22 OZ. NYLON
REINFORCED VINYL
STRESS BAND
TYPE 2. DOT FOR HIGHER CURRENT
WATERS (UP TO FIVE FEET PER SECOND):
DEEPER LAKES, STREAMS, INTERCOASTAL
AND TIDAL AREAS. INCLUDES AN
ENCAPSULATED STEEL LOAD CABLE
ALONG TOP OF BARRIER AND 8"X8"X4'
FLOTATION LOGS. WEAR STRESS POINTS
ARE REINFORCED WITH SHIELDS.
TYPE 3. DOT IS SIMILAR TO TYPE 2. DOT
EXCEPT THAT POLYPROPYLENE FILTER
FABRIC IS PERMANENTLY INSERTED INTO
THE BARRIER SKIRT TO MEET SOME
STATE'S SPECIFICATIONS.
METAL T-POSTS OR APPROVED
ALTERNATIVE
EXISTING TREE TRUNK-
DIAMETER VARIES
PROTECTIVE FENCING FOR
TREES-N.T.S.
ELEVATION
ORANGE VINYL
CONSTRUCTION FENCING,
CHAIN LINK OR SNOW
FENCING OR APPROVED
EQUIVALENT
10' MAX.
3'
4'
1.
5
'
6'
ORANGE VINYL CONSTRUCTION
FENCING, CHAIN LINK FENCING,
SNOW FENCING OR OTHER SIMILAR
FENCING AT LEAST (4') HIGH AND
SUPPORTED AT A MAXIMUM OF
TEN-FOOT (10') INTERVALS BY
METAL T-POSTS OR APPROVED
METHODS SUFFICIENT TO KEEP
THE FENCE UPRIGHT AND IN PLACE.
WOODEN STAKES AND REBAR
POSTS ARE NOT CONSIDERED AS
AN APPROVED METHOD
SUFFICIENT ENOUGH TO KEEP THE
FENCE UP RIGHT AND IN PLACE.
NOTES:
1.ALL TREES RETAINED ON A SITE
SHALL BE PROTECTIVELY
BARRICADED BEFORE AND
DURING CONSTRUCTION
ACTIVITIES.
2.UNDERGROUND UTILITY LINES
SHALL BE ROUTED AROUND
EXISTING TREES TO THE OUTSIDE
OF THE DRIPLINE WHERE ABLE.
3.INSTALLATION OF FENCES AND
WALLS SHALL TAKE INTO
CONSIDERATION THE ROOT
SYSTEMS OF EXISTING TREES.
4.FENCE/BARRICADE SHALL BE
INSTALLED AT PERIMETER OF ALL
TRESS OR GROUP OF TREES TO
BE PRESERVED. FENCE SHALL
BE MAINTAINED DURING
CONSTRUCTION.
5.DO NOT PARK HEAVY EQUIPMENT
ON TREE ROOTS. DO NOT ADD
FILL 4" TO 6" AROUND TREE. ALL
WORK WITHIN THE CRZ MUST BE
DONE BY HAND.
PLAN
EXISTING TREE TRUNK-
DIAMETER VARIES
SILT FENCE INLET PROTECTION-N.T.S.
2"X2" STAKE
FABRIC
FA
B
R
I
C
EX
T
E
N
D
S
1'
MI
N
.
GATHER
EXCESS
AT CORNERS
DROP INLET
WITH GRATE
FRAME
CROSS BRACE
2"X4" WOOD FRAME
2"X4" WOOD FRAME
3'
15
"
MI
N
.
18
"
MA
X
.
VIEW OF FRAME WITHOUT
SILT FENCE
VIEW OF FRAME WITH
SILT FENCE
10' MAXIMUM SPACING WITH WIRE
SUPPORT FENCE, 6' MAXIMUM
SPACING WITHOUT WIRE SUPPORT
FENCE
EXTRA STRENGTH FILTER
FABRIC NEEDED WITHOUT WIRE
MESH SUPPORT
NOTES:
1.SILT FENCE SHALL BE PLACED
ON SLOPE CONTOURS TO
MAXIMIZE PONDING
EFFICIENCY.
2.INSPECT AND REPAIR FENCE
AFTER EACH STORM EVENT
AND REMOVE SEDIMENT WHEN
NECESSARY. 9" MAXIMUM
RECOMMENDED STORAGE
HEIGHT.
3.REMOVED SEDIMENT SHALL BE
DEPOSITED TO AN AREA THAT
WILL NOT CONTRIBUTE
SEDIMENT OFF-SITE AND CAN
BE PERMANENTLY STABILIZED.
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM SIDE
OF POST
FL
O
W
STEEL OR WOOD POST-
36" HIGH MAX.
FLOW
4"X6" TRENCH WITH
COMPACTED BACKFILL
PONDING HEIGHT
1'
MI
N
.
FLOW
3 4" MIN. DRAIN ROCK
9"
M
A
X
.
ST
O
R
A
G
E
HE
I
G
H
T
8"
PONDING HEIGHT
STEEL OR
WOOD POST
TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
PRINCIPLE POST
POSITION (CANTED 20°
TOWARD FLOW)
FILTER FABRIC
NOTE: SPACING FOR TYPE III FENCE
TO BE IN ACCORDANCE WITH CHART I,
SHEET 1 OF 3 AND DITCH
INSTALLATIONS AT DRAINAGE
STRUCTURES SHEET 2 OF 3
SECTIONELEVATION
6'
MAX.
SILT FLOW
20°+-
OPTIONAL POST
POSITIONS
VE
R
T
I
C
A
L
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPEC.)
POST OPTIONS:
WOOD 2-1/2" MIN. DIA.
WOOD 2"X4"
OAK 1-1/2"X1-1/2"
STEEL 1.33 LBS./FT. MIN.
NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.F.)
TYPE III SILT FENCE
SILT FENCE APPLICATIONS-N.T.S.
TYPE III SILT FENCE
PROTECTION AROUND DITCH
BOTTOM INLETS
DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE
TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.
SILT
FLOW
PLYWOOD, 4'X2'
PAINTED WHITE
BLACK LETTERS
6" HEIGHT
LAG SCREWS
(12" DIA.)
WOOD POSTS
(4"X4"X9')
CONCRETE
WASHOUT
CONCRETE WASHOUT SIGN
DETAIL (OR EQUIVALENT)
.12" DIA.
STEEL WIRE
2"
8"
STAPLE DETAIL
BLOW-UP OF
SHACKLE
CONNECTION
WATER SEAL
18 (OR 22) OZ. VINYL
COATED NYLON
CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S.
3'
3'
TYPE IV SILT FENCE-N.T.S.
SILT FENCE (TYP.)
ROCK BAG
ROCK BAG
POLY WHATTLE
OR GEOHAY
ROCK BAGS
2"-3" COURSE AGGREGATE
MIN. 6" THICK
NOTES:
1.THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC
RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEAN OUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2.WHEN NECESSARY, WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3.WHEN WASHING IS REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
OR SEDIMENT BASIN.
20
'
M
I
N
.
50' MIN.
ROADWAY
FILTER FABRIC
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%2% OR GREATER
NOTE:
USE SANDBAGS, STRAW BALES OR
OTHER APPROVED METHODS TO
CHANNELIZE RUNOFF TO BASIN AS
REQUIRED.
STRAW BALES, SANDBAGS OR
CONTINUOUS BERM OF EQUIVALENT
HEIGHT.
SUPPLY WATER TO
WASH WHEELS IF
NECESSARY.SPILLWAY
FL
O
W
FL
O
W
FLOW FLOW
RO
A
D
W
A
Y
SECTION A-A
A A
PLAN
R
3
5
'
R3
5
'
EROSION CONTROL AND DEWATERING NOTES
1.SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE
CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
2.ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY
GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT
SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES.
3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY
SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS.
PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE
TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.
6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY.
7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN
STRUCTURE.
8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE
PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO
THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.
10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE
CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING
CONDITION AT THE END OF EACH WORKING DAY.
11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
12.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY
MEASURES ARE NO LONGER NEEDED.
13.PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION.
14.EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN
STANDARDS, AND THE DETAILS AND NOTES ON THE PLANS.
15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES.
16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS.
17.THIS POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE.
18. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK (BY THE CONTRACTOR) AND MUST BE REPORTED TO THE PROJECT
ENGINEER. LOCATION SHALL BE DETERMINED BY THE ENGINEER.
19. DEWATERING ACTIVITIES:
A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS.
B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL
PERMIT FOR SHORT TERM CONSTRUCTION DE-WATERING", UNLESS DE-WATERING ACTIVITIES WILL RESULT IN LESS
THAN 300,000 GPD FOR 30 DAYS OR LESS.
C - NO HYDRAULIC PUMPS MAY BE USED FOR DE-WATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA.
DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDS/LAKES) MAY BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM
WITH SJRWMD.
D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE
PROJECT ENGINEER.
20. THE CONTRACTOR SHALL OBTAIN GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY.
A - BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SITE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED UNTREATED DISCHARGE WATER SHALL BE
PERFORMED TO DETERMINE IF CONTAMINATION EXISTS BY CONTRACTOR). IF NONE EXISTS, THE RESULTS SHALL BE SUBMITTED TO THE FDEP INDUSTRIAL WASTEWATER PERMITTING WITHIN
ONE WEEK OF COMMENCEMENT OF DISCHARGE (C.O. ALI KAZI, P.E., 3319 MAGUIRE BLVD. SUITE 232, ORLANDO, FL, 32803), WITH A LETTER NOTIFYING THE AGENCY THAT DE-WATERING
ACTIVITIES WILL COMMENCE PURSUANT TO 62-621.300(2) F.A.C. AND THE SITE QUALIFIES FOR THE GENERIC PERMIT.
B - THE FACILITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A POINT SOURCE TO SURFACE WATERS
OF THE STATE, AS DEFINED IN CHAPTER62-620, F.A.C., ONLY IF THE REPORTED VALUES FOR THE PARAMETERS LISTED IN TABLE 1 DO NOT EXCEED ANY OF THE LISTED SCREENING VALUES.
C - MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUND WATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED (BY CONTRACTOR)
BEFORE THE COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY (30)DAYS AFTER COMMENCEMENT OF DISCHARGE, AND THEN ONCE EVERY SIX (6)MONTHS FOR THE LIFE OF THE
PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OF THIS PERMIT SHALL BE TAKEN PRIOR TO ACTUAL
DISCHARGE OR MIXING WITH THE RECEIVING WATERS. THE EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS LISTED ON TABLE 1.
D - IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES LISTED IN TABLE 1, EXCEPT TOC, THE DISCHARGE IS NOT AUTHORIZED BY THIS PERMIT. IF T.O.C. IS EXCEEDED
BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND EXPLANATION FOR THE HIGH READING MUST BE SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN
EXEMPTION.
E - IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN A
GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL WASTERWATER
PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF
DISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED IF THIS OCCURS.
21.THE CONTRACTOR SHALL OBTAIN A STATE OF FLORIDA GENERIC PERMIT FOR
STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, AND
SHALL ADHERE TO ALL CONDITIONS OF THE PERMIT, INCLUDING INSPECTIONS, REPORTING,
RECORD KEEPING AND CERTIFICATIONS.
SCREENING VALUES FOR
DISCHARGE INTO:
Parameter Fresh Waters Coastal Waters
Total Organic Carbon (TOC)
pH, standard units
Total Recoverable Mercury
Total Recoverable Cadmium
Total Recoverable Copper
10.0 mg/L
6.0-8.5
9.3 µg/L
2.9 µg/L
0.012 µg/L
10.0 mg/L
6.5-8.5
9.3 µg/L
2.9 µg/L
0.025 µg/L
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Docusign Envelope ID: F85368CC-7A28-46E9-ACEC-9957CA7FC7BB
9/5/2025
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.
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GRAVE STONES
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WH
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47.3
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N89° 25' 45"W 118.00
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
/
2
9
/
2
0
2
4
P.S.
Z
O
N
I
N
G
30' F
.
S
.
B
.
NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST.
A = 6" SOLID WHITE
B = 6" DOUBLE WHITE
C = 12" SOLID WHITE
D = 18" SOLID WHITE
E = 24" SOLID WHITE
F = 6" SKIP WHITE TYP (10'-30')
G = 6" SKIP WHITE TYP (6'-10')
H = 6" SKIP WHITE TYP (2'-4')
I = 6" SOLID YELLOW
J = 18" SOLID YELLOW
K = 6" DOUBLE YELLOW
L = 6" SKIP YELLOW TYP (10'-30')
M = 6" SKIP YELLOW TYP (6'-10')
N = 6" SKIP YELLOW TYP (2'-4')
P = RPM MONO-DIRECTIONAL WHITE/MONO
Q = RPM BI-DIRECTIONAL AMBER/AMBER
R = FDP WHITE
S = FDP YELLOW
T = RPM BI-DIREC. WHITE/RED
STRIPING KEY
SIGN LEGEND
ONLY
PERMIT
DISABLED
PARKING BY
$ 250 FINE
F.S. 318.18
FTP-21-06 HANDICAPPED
PARKING SIGN
FTP-22-06 HANDICAPPED
PARKING SIGN
FTP-22-06
FTP-21-06
FTP-22-06
FTP-21-06
PROPOSED CONCRETE
PROPOSED ASPHALT PAVEMENT
WHEEL STOP
EXISTING ASPHALT PAVEMENT
A
TYP
2
0
'
(
T
Y
P
)
EXISTING
BENCH
EXISTING
BENCH
EXISTING
BENCH
N
O
R
T
H
C
E
N
T
R
A
L
A
V
E
N
U
E
EXISTING ASPHALT DRIVE
19.3
1
'
GENERAL NOTES:
1.PRIOR TO CONSTRUCTION COMMENCEMENT THE CONTRACTOR IS
TO NOTIFY THE CITY OF SEBASTIAN ENGINEERING INSPECTOR
SUPERVISOR.
2.THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITY
LINES AND STRUCTURES PRIOR TO CONSTRUCTION.
3.EASEMENTS AS REQUIRED MAY BE RECORDED AS SEPARATE
INSTRUMENTS.
4.ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE 'MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES,' LATEST EDITION.
5.ALL PROPOSED TRAFFIC CONTROL DEVICES SHOWN ON SITE TO BE
PER THE LATEST EDITION OF THE FDOT STANDARD PLANS FOR
ROAD CONSTRUCTION
6.ALL STOP SIGNS (R1-1) SHALL BE HIGH INTENSITY
RETRO-REFLECTIVITY GRADE AND INCLUDE STREET SIGNS.
7.ALL NUISANCE EXOTIC VEGETATION WITHIN THE DEVELOPMENT
PROJECT SITE PROPERTY MUST BE REMOVED IN CONJUNCTION
WITH SITE DEVELOPMENT
SITE DATA AC SF %
DEVELOPED AREA 0.18 AC 7,958 SF 100%
TOTAL IMPERVIOUS 0.09 AC 4,113 SF 51.7%
BUILDING 0.03 AC 1,578 SF 19.8%
PAVEMENT 0.02 AC 840 SF 10.6%
CONCRETE 0.04 AC 1,695 SF 21.3%
TOTAL PERVIOUS 0.09 AC 3,845 SF 48.3%
TOTAL AREA 9.06 AC 394,654 SF 100%
TOTAL IMPERVIOUS 0.85± AC 37,662± SF 9.5%
BUILDING 0.05± AC 2,104± SF 0.5%
PAVEMENT 0.72± AC 31,231± SF 7.9%
CONCRETE 0.09± AC 4,328± SF 1.1%
TOTAL PERVIOUS 8.21± AC 356,992± SF 90.5%
3.06'
22.18'
20
.
7
6
'
47
.
8
9
'
BOUNDARY OF SITE
DEVELOPMENT AREA
(NOT A LEGAL
PROPERTY LINE)
BOUNDARY OF SITE
DEVELOPMENT AREA
(NOT A LEGAL
PROPERTY LINE)
55°
TYP
26.6
1
'
12'
5'
9'
12'
5' S/
W
9'
9'
1
2
1
.
2
8
'
PROJECT INFORMATION
APPLICANT/OWNER:
CITY OF SEBASTIAN
1225 MAIN ST.
SEBASTIAN, FLORIDA 32958
TEL:772-388-8200
FAX: 772-581-0149
ENGINEER:
SCHULKE, BITTLE & STODDARD, LLC.
1717 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH, FLORIDA 32960
TEL: 772-770-9622
FAX: 772-770-9496
SURVEYOR:
MERIDIAN LAND SURVEYOR
1717 INDIAN RIVER BOULEVARD
VERO BEACH, FLORIDA 32960
TEL: 772-794-1213
PROPOSED USE
OFFICE & MAINTENANCE BUILDING
STREET ADDRESS
1921 N. CENTRAL AVENUE
SEBASTIAN, FL 32958
PROPERTY TAX ID NUMBERS
30383000009000000000.1
ZONING
PS
LAND USE
INSTITUTIONAL
FLOOD ZONE
THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" PER
FLOOD INSURANCE RATE MAP #12061C0103 J, DATED JANUARY 26, 2023.
PROPOSED MAINT. ENTITY
CITY OF SEBASTIAN
GROSS AREA:
9.06 AC. (GROSS AREA OF CEMETERY)
DEVELOPED AREA:
.18 AC.
EXISTING SITE CONDITIONS:
OFFICE/MAINTENANCE BUILDING/W DRIVEWAY, SIDEWALKS AND PLANTERS
CONSTRUCTION SCHEDULE
CONSTRUCTION START: 9/25
CONSTRUCTION FINISH: 3/26
- CONSTRUCTION ACTIVITIES LIMITED TO:
MONDAY - FRIDAY: 7:00 AM - 7:00 PM
SATURDAY/SUNDAY: 8:00 AM - 5:00 PM
IRC
COS
I
R
C
C
O
S
17
.
5
2
'
±
9' (T
Y
P
)
EXISTING WATER METER
EXISTING POWER
POLL TO REMAIN
OFFICE
F.F.E. = 16.75'
RETENTION AREA
GARAGE
F.F.E. = 16.75'
PROPOSED
C.O.S. CEMETERY
ADMIN. OFFICE
ESTIMATED SITE AREAS OF ENTIRE CEMETERY
PARCEL DATA MEASURED BY AERIAL. NOT SURVEYED
RIP-RAP
OR STONE
NEW
FHA
PROPOSED FIRE HYDRANT
1 2 3
4
5
6
1 PROPOSED PARKING STALL NUMBER
PARKING CALCULATION
REQUIRED:
BUSINESS OFFICE: 1 STALL/200 SF x 1067 SF = 6 STALLS
PROVIDED:
1 HANDICAPPED STALL
3 STALLS
2 DRIVEWAY
6 TOTAL
TRASH CAN CORRAL
COLOR AND MATERIAL
(CBS WITH STUCCO)
OF TRASH ENCLOSURE TO
MATCH OFFICE BUILDING
D CURB
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Docusign Envelope ID: F85368CC-7A28-46E9-ACEC-9957CA7FC7BB
X
9/5/2025
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
/
2
9
/
2
0
2
4
SIGN BASE WITHIN LANDSCAPED AREA
24
"
9"212"
4"
212"
21
"
36
"
24
"
3"
M
I
N
.
18"
NOTE:
SIGNS INSTALLED WITHIN SIDEWALKS SHALL BE
SET DIRECTLY IN THE CONCRETE AND SHALL
UTILIZE A 3" DIAMETER SIGN POST PER THE
SPECIFICATIONS.
SIGN BASE WITHIN PAVED AREA
SIGN BASE
N.T.S
2 5 16" DIA. CADMIUM
PLATED STEEL BOLTS
3" DIA. GALVANIZED
STEEL POST
(STANDARD PIPE)
W/HEX NUTS
2 12" DIA. GALVANIZED
STEEL SLEEVE
(DOUBLE EXTRA
STRONG PIPE)
3" DIA. GALVANIZED
STEEL POST
(STANDARD PIPE)
6" PIPE BOLLARD
PAINTED TRAFFIC YELLOW
FILLED WITH CONCRETE
3,500 P.S.I.
CONCRETE
12"
THESE SIGNS TYPICAL AT EACH
ACCESSIBLE PARKING SPACE
18"
12
"
6"
5.
5
'
PARKING BY
DISABLED
PERMIT
ONLY
$ 250 FINE
F.S. 318.18
FTP-22-06
18
"
FTP-21-06
NOTE:
1.THIS SIGN
MAY ALSO
BE WALL
MOUNTED
ACCESSIBLE PARKING SIGN
N.T.S
FINE PER
LOCAL CODE
7'
N.T.S.
2.0' OVERHANG
HA
N
D
I
C
A
P
A
C
C
E
S
S
AI
S
L
E
N.T.S.
2.0' OVERHANG
OR PAVEMENT PER PLAN
N.T.S.
2.0' OVERHANG, EITHER SOD
TYPICAL STANDARD PARKING
STALL
TYPICAL HANDICAP PARKING
STALL
TYPICAL COMPACT PARKING
STALL
9'
18
.
5
'
2'
0.
5
'
18
.
5
'
2'
0.
5
'
6" CONCRETE WHEEL
STOP EXCEPT WHERE
ADJACENT TO CURB OR
SIDEWALK
6" WHITE
STRIPE
(TYP.)
6" WHITE
STRIPE
(TYP.)
6" BLUE
STRIPE
(TYP.)
6" CONCRETE WHEEL
STOP EXCEPT WHERE
ADJACENT TO CURB OR
SIDEWALK
6" WHITE STRIPE
@ 4" O.C.
6" WHITE STRIPE
(TYP.)
6" WHITE STRIPE,
BLUE IF ADJACENT
TO HANDICAP STALL
(TYP.)
1'
HANDICAP SIGN
NO. FTP-25
5'
6"
2"
6"
6" CONCRETE WHEEL
STOP EXCEPT WHERE
ADJACENT TO CURB OR
SIDEWALK
6" WHITE
STRIPE
(TYP.)
8'
0.
5
'
1.
5
'
15
'
M
I
N
.
2' OVERHANG MAY
BE GRASS OR
LANDSCAPED AREA
.2
5
'
18" GALVANIZED
PINS
6'
.17'1'
.75'
.5
'
.33'
CONCRETE WHEEL STOP
N.T.S.
TO BE PAINTED
TRAFFIC YELLOW
(ALL SIDES)
3,000 P.S.I.
CONCRETE
17
'
M
A
X
.
NOTE:
A)ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN
WHITE, RETRO-REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD& BRIDGE CONSTRUCTION, 1996, SECTION 710.
B)ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH FDOT
STANDARD INDEX 17346.
C)ALL COMPACT SPACES SHALL BE MARKED "COMPACT" ON THE STALL OR TIRE STOP.
D)ALL PARKING STALL WIDTHS SHALL BE DIMENSIONED FROM CENTERLINE TO CENTERLINE OF WHITE STRIP.
12' BTW C.L.
WHITE STRIPES
WHITE UNIVERSAL
SYMBOL OF
ACCESSIBILITY
4.33'
8'
GATE
STOPS
4' HIGH 8" THICK
CONCRETE BLOCK
WALL WITH STUCCO
GATE
GATE
TRASH CORRAL DETAIL
N.T.S.
#5 W/6" BEND INTO U-BLOCK
STEEL & DOWEL INTO BELL
FOOTING W/6" BEND (11 REQUIRED)
FILL CELL BLOCKS WITH
3000 P.S.I. CONCRETE
16"
18
"
4'
.6
7
'
2 #5 CONTINUOUS
CONCRETE DUMPSTER
PAD - PITCH TO DRAIN
#4 DOWEL @ 4'-0" O.C.
4 @ CORNERS - FILL CELLS
24" REBAR OVERLAP
#4 BAR @ 4'-0" O.C. &
@ CORNERS - FILL CELLS
8"x8"x16" C.M.U.
DUR-A-WALL
HORIZONTAL REINFORCING
EVERY OTHER BLOCK
5/8" STUCCO
U BLOCK FILLED WITH
CONCRETE, 1 #5 BAR
CONTINUOUS
COORDINATE PAINT
AND FINISH WITH OWNER
FINISHED GRADE
PLAN VIEW
WALL SECTION
GATE DETAIL
HEAVY DUTY HINGE
2" SQUARE STEEL
POST (GALVANIZED)
PRIME & PAINT
4" Ø STEEL
PIPE (GALVANIZED)
ANGLE IRON STRAP-
MOUNT SECURELY TO
BLOCK WALL
2 EQUAL GATES
1"x6" CEDAR
COORDINATE FINISH
WITH OWNER
2" SQ. STEEL FRAME
(GALVANIZED) PRIME &
PAINT
2"x2" CEDAR
FRAME BOLTED
TO STEEL
PROVIDE HANDLES
AND LATCH ON
GATE FRONT
1'
* VINYL FENCING MAY BE
SUBSTITUTED FOR CEDAR
16.50
MATCH
EOP
16.15
MATCH
EOP
16.4±
16.45
16.45
16.50
THICKEN EDGE
(12"d x 8"w)
W/#5 REBAR
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Docusign Envelope ID: F85368CC-7A28-46E9-ACEC-9957CA7FC7BB
9/5/2025
X
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3
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F
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B
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GRAVE STONES
EXISTING
LIGHT POLE
WH
GRAVE STONES
3
3
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3
3
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3
3
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47.3
3
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50' R
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O
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W
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47.3
3
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N89° 25' 45"W 118.00
N0
0
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3
4
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1
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E
7
6
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4
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N55°
3
7
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E
5
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9
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2
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4
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E
1
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6
15.9
15.8
16.8
16.9
16.2
15.4
14.7
14.3
13.5
14.11
15.4
15.2
14.8
14.55
14.35
13.7±13.3±
16.15
16.57
16.57
15.5
16.25
16.25
16.25
16.71
14.75 14.6
14.65
16.75
16.75
16.71
16.60
16.65
16.65
16.7
16.63
15.8
15.50
15.75
13.0
12.5
15.75
15.45
15.20
15.75
16.65
16.25
16.2
15.5
INV
13.73
INV
13.5
16.75
16.75
16.43
INV
13.35
12.80±
16.5
16.75
16.71
AC
PAD
16.5
12.80±
14.80
14.50
14.90
14.7
16.40
15.90
13.90
13.30
16.50
MATCH
EOP
16.15
MATCH
EOP
16.4±
16.45
16.59
16.59
16.5
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
/
2
9
/
2
0
2
4
EXISTING
BENCH
EXISTING
BENCH
EXISTING
BENCH
N
O
R
T
H
C
E
N
T
R
A
L
A
V
E
N
U
E
EXISTING ASPHALT DRIVE
EX. 12" PVC WM
EXISTING WATER METER
A
C-503
C
C-503
B
C-503
IRC
COS
I
R
C
C
O
S
PROJECT INFORMATION
APPLICANT/OWNER:
CITY OF SEBASTIAN
1225 MAIN ST.
SEBASTIAN, FLORIDA 32958
TEL:772-388-8200
FAX: 772-581-0149
ENGINEER:
SCHULKE, BITTLE & STODDARD, LLC.
1717 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH, FLORIDA 32960
TEL: 772-770-9622
FAX: 772-770-9496
SURVEYOR:
MERIDIAN LAND SURVEYOR
1717 INDIAN RIVER BOULEVARD
VERO BEACH, FLORIDA 32960
TEL: 772-794-1213
PROPOSED USE
OFFICE & MAINTENANCE BUILDING
STREET ADDRESS
1921 N. CENTRAL AVENUE
SEBASTIAN, FL 32958
PROPERTY TAX ID NUMBERS
30383000009000000000.1
ZONING
PS
LAND USE
INSTITUTIONAL
FLOOD ZONE
THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" PER
FLOOD INSURANCE RATE MAP #12061C0103 J, DATED JANUARY 26, 2023.
PROPOSED MAINT. ENTITY
CITY OF SEBASTIAN
GROSS AREA:
9.06 AC. (GROSS AREA OF CEMETERY)
DEVELOPED AREA:
.18 AC.
EXISTING SITE CONDITIONS:
OFFICE/MAINTENANCE BUILDING/W DRIVEWAY, SIDEWALKS AND PLANTERS
CONSTRUCTION SCHEDULE
CONSTRUCTION START: 9/25
CONSTRUCTION FINISH: 3/26
- CONSTRUCTION ACTIVITIES LIMITED TO:
MONDAY - FRIDAY: 7:00 AM - 7:00 PM
SATURDAY/SUNDAY: 8:00 AM - 5:00 PM
SYMBOL LEGEND
VALVE
MITERED END SECTION
PROPOSED WATER SERVICE
PROPOSED SANITARY SERVICE
EXISTING WATER MAIN
PROPOSED DRAINAGE
EXISTING GRADE
PROPOSED GRADE
DIRECTION OF FLOW
CLEAN OUT
WATER METER
RPZ
1:12 SLOPE (MAX) AT SIDEWALK, MAX 2% CROSS SLOPE
X.XX
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE - 6" THICK
F.F.E. = 16.75'
RETENTION AREA
THIS AREA (HATCHED) MUST NOT
EXCEED 2% SLOPE IN ANY DIRECTION
2'
C.O.
TO GRAVITY
SEWER
CONST 1" PVC
WATER SERVICE
OVERHEAD POWER POLE
(COORD. W/FPL FOR
ELECTRIC SERVICE)
3
0
L
F
1
2
"
A
D
S
-
N
1
2
12:1
R
A
M
P
W/HA
N
D
R
A
I
L
S
12:1 RAMP
GENERAL CONSTRUCTION NOTES:
1.SEE SITE PLAN (SHEET C-400) AND SHEET C-401 FOR PAVEMENT MARKING AND SIGN
PLACEMENT.
2.ALL PIPE NOTED AS ADS SHALL BE ADS N-12 OR APPROVED EQUAL. ALL ADS PIPES SHALL
BE PERFORATED (20LF) AT SUBMERGED OUTFALLS TO PONDS OR OTHER SURFACE
WATERS TO PREVENT FLOATATION.
3.ANY IMPORT FILL SOURCE MUST MEET THE FOLLOWING SPECIFICATIONS:
3.1.MATERIAL SHALL BE FROM A SOURCE WITH SOIL MEETING HSG "B", OR "B/D".
3.2.MINIMUM WATER TRANSMISSION RATE OF 20FT/DAY
3.3.MEET ADDITIONAL REQUIREMENTS FOR TYPE 2 BACKFILL MATERIAL (SEE SHEET C-501)
GENERAL GRADING NOTES:
1.ALL SIDEWALKS, NEW & RECONSTRUCTED SHALL MEET ADA
REQUIREMENTS:
1.1.MAX 2% CROSS SLOPE
1.2.MAX 5% LONGITUDINAL SLOPE
1.3.MIN 5' x 5' LANDING AT CHANGE IN DIRECTION, AT 2% MAX
SLOPE ALL WAYS
1.4.MAX 12:1 SLOPE, MAX 6' IN LENGTH FOR RAMPS. LENGTH MAY
BE INCREASE IF HANDRAIL IS PROVIDED
2.ALL SLOPES 6:1 OR STEEPER SHALL BE STABILIZED WITH SOD.
3.PAVEMENT SHOWING @ 2%. IT SHALL NOT BE LESS THAN 1.5%
4.SIDEWALK SHALL NOT BE MORE THAN 2.0% OR LESS THAN 1.0%
GENERAL NOTES:
1.PRIOR TO CONSTRUCTION COMMENCEMENT THE CONTRACTOR IS TO NOTIFY
THE CITY OF SEBASTIAN BUILDING DEPARTMENT.
2.GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION AND THE
SUPPLEMENTS THERETO.
3.CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN
STANDARDS LATEST EDITION.
4.CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED
GRADE AS REQUIRED. ADJUSTMENTS TO BE INCLUDED IN CONTRACTORS BID.
5.ALL DISTURBED RIGHT OF WAY SHALL BE SODDED.
6.THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THIS
CONSTRUCTION TO A CONDITION EQUAL TO OR BETTER THAN THAT NOW
EXISTING.
7.ITEMS IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND GUTTERS,
SIDEWALKS, DRAINAGE STRUCTURES, PAVEMENT AND BASE AND EXCESS
EXCAVATIONS ARE TO BE REMOVED BY THE CONTRACTOR AND DISPOSED OF
IN A LEGAL AND PROPER MANNER AWAY FROM THE JOB SITE AT THE
CONTRACTORS EXPENSE UNLESS THE ITEMS ARE TO BE REUSED ON THE
PROJECT.
8.THE MAINTENANCE OF TRAFFIC FOR THE PROJECT SHALL BE IN
ACCORDANCE WITH THE APPLICABLE FDOT INDEX NUMBERS (600 SERIES)
AND THESE DOCUMENTS; THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS ( US DEPARTMENT OF
TRANSPORTATION, FHWA) SHALL BE FOLLOWED IN THE DESIGN,
APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC
CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO
PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT
LIMITS. PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE MAINTAINED AND
PROTECTED AT ALL TIMES.
9.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE
EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING
CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH
UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR.
CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY
RELOCATION.
10.THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS
IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT
COMPANY REPRESENTATIVES CAN BE PRESENT.
11.THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS
OF OVERHEAD TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR
CANAL OR RIVER BANKS.
12.PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR
SHALL COMPLY WITH FLORIDA STATUTE 553.851 FOR THE PROTECTION OF
UNDERGROUND GAS PIPELINES.
13.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES
TO REMAIN IN PLACE.
14.THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD
LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES.
15. KNOWN UTILITIES:
AT&T (772) 460-4443
COMCAST CABLE (772) 567-3444
IRCDUS (772) 226-1845
FPL (772) 287-5400
16. NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS
PROPOSED BASE MATERIAL.
17. EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURING
CONSTRUCTION AS PER FDOT STANDARD INDEX # 102, AND SPECIFICATIONS
AND DETAILS WITHIN THESE PLANS.
18. AT LOCATIONS WHERE PIPE AND DRAINAGE STRUCTURES ARE TO BE
CONSTRUCTED OR REMOVED UNDER THE EXISTING PAVEMENT, THE
REPLACEMENT OF EMBANKMENT, BASE, ASPHALT, ETC. NECESSARY FOR
EXCAVATION IS TO BE INCLUDED IN THE COST OF PIPE.
19. THE CONTRACTOR MUST NOTIFY AN IRC UTILITY DEPARTMENT INSPECTOR
PRIOR TO THE WATER MAIN TAP AND BE ON SITE DURING INSTALLATION.
20. ALL SIDEWALKS SHOWN ARE TO MEET ADA REQUIREMENTS. SIDEWALKS SHALL
BE CONSTRUCTED WITH:
- MAX. 2%SIDE SLOPE
- MAX. 2% SLOPE (ALL DIRECTIONS) AT LANDINGS ADJACENT TO RAMPS
- MAX. 5% LONGITUDINAL SLOPE
- AT RAMPS, TYPICALLY 6' IN LENGTH AND 1:12 MAX. LONGITUDINAL SLOPE
D
C-503
E
C-503
SAW CUT/BUTT JOINT SAW CUT/BUTT JOINT
FUTURE GRAVITY
SEWER BY IRC
(EXTENDING FROM
THE SOUTH)
1 1/2"
6"
8"
OPTIONAL
10" COQUINA
8 LF
4
"
P
V
C
RIP-RAP
OR STONE
CONST
FHA
PROPOSED FIRE HYDRANT
F
C-503
17
.
5
4
'
±
TRASH CAN CORRAL
COLOR AND MATERIAL
(CBS WITH STUCCO)
OF TRASH ENCLOSURE TO
MATCH OFFICE BUILDING
12"x6" TAPPING
SADDLE &
6"MJGV
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE
NUMBER DESCRIPTION TOP ELEV N INV
ELEV
S INV
ELEV
E INV
ELEV
W INV
ELEV MISCELLANEOUS
D-1 TYPE C 14.90 13.40 12"x12" NOTCH WEST SIDE
INV. 13.90
PRUNE TREE LIMBS
AS REQUIRED
GRADE/SOD
SHALLOW
SWALE
GRADE/SOD
BERM
CONST NEW RPZ
SAW CUT CONST CONCRETE
THICKENED EDGE (12"d x 8"w)
W/1 #5 REBAR
PROPOSED CONCRETE DRIVEWAY
6" THICK ON 8" STABILIZED SUBGRADE
1' TRAN.
2' TRAN.
D CURB
X
8"
12
"
#5 REBAR
SECTION - X
STORM PEAK STAGES
MEAN ANNUAL -13.82'
10 YEAR/24 HOUR -13.98'
25 YEAR/24 HOUR -14.12'
12"d x 8"w
THICKENED EDGE
12"d x 8"w
THICKENED EDGE
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
/
2
9
/
2
0
2
4
PLAN
5' (TYP.)
P.C.
P.T.
EXISTING
SIDEWALK
PROPOSED
SIDEWALK
NOTE:
1. ALL SIDEWALK STREET CROSSINGS MUST MEET THE
REQUIREMENTS OF THE AMERICAN DISABILITIES ACT
(ADA) COMPLIANCE GUIDE. TRANSITIONS FROM RAMPS
TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH
AND FREE OF ABRUPT CHANGES.
2. SIDEWALK CONCRETE CONTAIN FIBERGLASS
REINFORCEMENT.
DRIVEWAYS AND OTHER TRAFFIC AREAS
PEDESTRIAN ONLY AREAS
LOCATION
TABLE OF SIDEWALK THICKNESS
TYPE 'A'
'B'
TYPE 'B'
TABLE OF SIDEWALK JOINTS
TYPE
'A'
LOCATION
TYPE 'C'
SLOPE 1% MIN. (2% MAX.) TO ROAD
WIDTH VARIES (SEE PLAN)
'T
'
100' MAX. SPACING, P.C./P.T.
OF CURVES, JUNCTION OF
EXISTING AND NEW SIDEWALKS.
5'-0" CENTER TO CENTER
WHERE SIDEWALK ABUTS
CONCRETE CURBS, DRIVEWAYS
AND SIMILAR STRUCTURES.
14"18"12"
112"
'C'
SIDEWALK JOINTS
STANDARD CROSS SECTION
CONCRETE SIDEWALK DETAILS
N.T.S
6"
5"
'T'
1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF
THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA
BUILDING CODE.
2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING
ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNING
SLOPE AND 2% CROSS SLOPE.
3. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR
ROUTE SHALL BE 36" WIDE WITH A 60"x60" PASSING SPACE EVERY
200 FEET.
4. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH
THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH
END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN.
5. THE ACCESSIBLE ROUTE IN FRONT OF PULL-IN PARKING SHALL BE
A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE
OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS.
6. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6"
INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL
RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.C 11-4.8.
7. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC
RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES,
SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304.
8. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING
THE FULL WIDTH AND DEPTH OF THE RAMP
NOTES:
TYPE 'A' JOINT
TYPE 'B' JOINT
TYPE 'B' JOINT TYPE 'A' JOINT
12" PRE-MOLDED
EXPANSION
JOINT MATERIAL
R. 1/4"
R. 1/4"R. 1/4"
*COMPACTED SUB-GRADE
COMPACTED TO NOT LESS
THAN 98% AASHTO T-180
BROOM FINISH CONCRETE SURFACE
*8" STABILIZED SUB-GRADE
AT DRIVEWAYS
CONSTRUCTION JOINT
CONTRACTION JOINT
PCC JOINT DETAIL BLOW-UP (TYP.)
NOTES:
1.ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE
APPLICATION OF THE JOINT SEALANT.
2.INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN
CLEANED AND DRIED IN ACCORDANCE WITH SEALANT
MANUFACTURER'S REQUIREMENTS.
3.INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH.
4.JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE
WITH SEALANT MANUFACTURER'S REQUIREMENTS.
(FIRST PLACEMENT)(SECOND PLACEMENT)
6"6" MIN.
SAWCUT FULL DEPTH OF SLAB A DISTANCE
BACK FROM EXISTING EDGE TO ENSURE A
STRAIGHT EDGE ALONG ENTIRE LENGTH OF
PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE
APPROVAL PRIOR TO SAW CUTTING.
EQ
EQ
CONSTRUCTION JOINT TO EXISTING PAVEMENT
PAVEMENT
THICKNESS
(SEE PLAN)
EQ
EQ
18"
T/2 BUT NOT
LESS THAN 14"
18" FIRST
SAWCUT
14" SECOND SAWCUT
(IF REQUIRED)
T
CONCRETE JOINT DETAILS
N.T.S
NOTE: SEE PLAN FOR JOINT SPACING.
1/4" WIDE BY 1" DEEP
SAW CUT. FILL WITH
PAVEMENT SEALANT.
MAKE SAW CUT
IMMEDIATELY PRIOR
TO INSTALLING PAVEMENT
SEALANT.
PCC JOINT (SEE DETAIL BLOW-UP)
APPLY CURING COMPOUND
TO SLAB FACE AT A
COVERAGE RATE OF 300 SF
MAX PER GALLON TO ACT AS
A BOND BREAKER AT LEAST
48 HOURS PRIOR TO PLACING
NEW SLAB.
3 4" DIAMETER DOWEL FOR 6" THICK
PAVEMENTS AND 12" DIAMETER DOWEL
FOR 4" OR 5" THICK PAVEMENTS.
DOWELS TO BE 10" LONG CENTERED
WITH JOINT SPACED AT 18" ON CENTER.
DOWEL TO BE INSTALLED IN FORM WITH
AN APPROVED ALIGNMENT DEVICE.
LIGHTLY OIL FULL LENGTH OF DOWEL.
PCC JOINT (SEE DETAIL BLOW-UP)
PAVEMENT
THICKNESS
(SEE PLAN)
TOP OF
PAVEMENT
WAIT AS LONG AS FEASIBLE TO SEAL
JOINTS TO ALLOW CONCRETE SHRINKAGE
TO OCCUR. IF REQUIRED, RE-SAW JOINT
IMMEDIATELY PRIOR TO INSTALLING
SEALANT TO ACHIEVE A 14" JOINT WIDTH.
ENSURE JOINT IS CLEAN, DRY AND SIDES
PREPARED PER MANUFACTURER’S
RECOMMENDATIONS.
PAVEMENT SEALANT
CLOSED CELL BACKER
ROD. TYPICALLY 18" TO
14" LARGER THAN JOINT
WIDTH.
PCC JOINT (SEE DETAIL BLOW-UP)
1/4" WIDE BY 1" DEEP
SAW CUT. FILL WITH
PAVEMENT SEALANT.
MAKE SAW CUT
IMMEDIATELY PRIOR
TO INSTALLING PAVEMENT
SEALANT.
DOWEL CLIP
BY PNA
PROPOSED
PAVEMENT
EXISTING
PAVEMENT
3 4" SQUARE DOWEL
FOR 6" THICK PAVEMENTS.
12" SQUARE DOWEL FOR
4" TO 5" THICK PAVEMENTS.
SPACE DOWELS AT 18" O.C.
DO NOT GREASE DOWEL.
DRILL 114" DIA. HOLE FOR
3 4" DOWEL AND 1" DIA. HOLE
FOR 12" DOWEL AND INSTALL
DOWEL WITH NON-SHRINK GROUT.
ENSURE GROUT IS FLUSH
WITH FACE OF EXISTING
SLAB
APPLY CURING COMPOUND
TO SLAB FACE AT A
COVERAGE RATE OF 300 SF
MAX PER GALLON TO ACT AS
A BOND BREAKER AT LEAST
48 HOURS PRIOR TO PLACING
NEW SLAB.
SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION
GENERAL
IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED
WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND
PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE
"FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED
TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO.
ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK.
THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO
PROPERLY TEST AND INSPECT THE COMPLETED WORK.
THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY
CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
CLEARING/GRUBBING
THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING
FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS,
AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. THE CLEARED AREAS SHOULD BE GRADED LEVEL
AND PROOF-ROLLED. ANY SOFT YIELDING AREAS SHALL BE EXCAVATED AND REPLACED WITH CLEAN COMPACTED FILL. SUFFICIENT PASSES SHOULD BE MADE DURING
COMPACTION OPERATIONS TO PRODUCE A DENSITY NO LESS THAN 95 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T180) TO A DEPTH OF TWO FEET.
FILL
ADDITIONAL FILL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE U.S. STANDARD #200 MESH SIEVE AND PLACED IN LOOSE
LAYERS OF 12 INCHES AND COMPACTED TO A DENSITY NO LESS THAN 95% OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T180) TO A DEPTH OF TWO FEET. EIGHT INCHES
OF SUITABLE CLAYED SOIL HAVING A LIMEROCK BEARING RATIO (LBR OF 40) SHOULD BE USED FOR A STABILIZED SUBGRADE AND COMPACTED TO 98% OF ITS MODIFIED DRY
PROCTOR VALUE (AASHTO T180).
GRADING
THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 FT.+- FROM
THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD
EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT
CLOSE-OUT, AND MUST RE-GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST
IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.
SOD:
SOD SHALL BE ST. AUGUSTINE OR ARGENTINE BAHIA - AS NOTED ON THE LANDSCAPE PLANS OR CONTRACT DOCUMENTS. SOD SHALL BE WELL MATTED WITH ROOTS AND
SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE
REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS,
WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE
UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR.
EMBANKMENT CONSTRUCTION
ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT,
BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL
CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING
ROAD BED. EXISTING EARTH SURFACES SHALL BE COMPACTED/PROOF ROLLED PRIOR TO PLACEMENT OF ANY EMBANKMENT MATERIAL.
MATERIAL: UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE "TYPE 2 MATERIAL".
COMPACTION:12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180).
- MIN. 100% MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS
COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION
(PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE.
EMBANKMENT AND BACKFILL MATERIAL:
TYPE 1: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71A, GRADATION 67) - 3 4" TO NO. 4 SIEVE.
TYPE 2: SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL
BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE
GREATER THAN 112 INCHES IN DIAMETER.
TYPE 3: SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO. 200 SIEVE.
STAKING
CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
STABILIZING
STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OR L.B.R. AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN
ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL.
BASE COURSE
THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH
SECTION 915 OF THE STANDARD SPECIFICATIONS.
LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH
SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE
COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND TO AN L.B.R. VALUE WHEN SPECIFIED ON PLANS.
CEMENT CONCRETE PAVEMENT:
CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE II, CLASS I) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346
AND 350. PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS.
CURB
ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. INDEX NO. 300. PROVIDE
CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH
F.D.O.T. INDEX NO. 304.
TESTING
THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE,
BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS.
THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS:
A. EMBANKMENT: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 5,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED,
AND AT ALL EXISTING PROOFROLLED EARTH SURFACES.
B. SUBGRADE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR
CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS.
(MIN. OF 3 / 1 PER JOB)
(2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE
NECESSARY.
C. BASE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR
CLOSER (MIN. OF 3 / 1 PER JOB)
(2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE
NECESSARY.
D. PIPE BACKFILL: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 50 FT. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN.,
AND AT PIPE DEPTHS GREATER THAN 5 FT, AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL
E. STRUCTURES: A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE, AND WITHIN THE
BACKFILL FOR EACH 12" LIFT, ADJACENT TO EACH STRUCTURE INSTALLED.
F. BUILDING PAD: AS SPECIFIED IN ARCHITECTURAL PLANS.
G. CURB PADS - DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS.
ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR.
CLEAN-UP
THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN,
GRADED CONDITION.
DRAINAGE STRUCTURE SPECIFICATIONS
STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT
OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, FY =
40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE
ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS.
PRECAST INLETS/MANHOLES
ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE "FDOT ROADWAY AND
TRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 28-DAYS OF 4000 PSI.
CULVERT PIPES
INSTALL PIPE CULVERTS AND STORM SEWERS IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS AT THE LOCATIONS
DEPICTED IN THE PLANS. FURNISH AND INSTALL SANDTIGHT (WATERTIGHT TO 2 PSI) PIPE JOINTS AND PIPE/STRUCTURE JOINTS. ALL JOINTS SHALL BE GASKETED.
REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN
ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. ADS (CORRUGATED POLYETHYLENE) SHALL BE IN ACCORDANCE WITH SECTION 948-2.3 OF THE
STANDARD SPECIFICATIONS.
BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 4" LIFTS TO THE SPRINGLINE MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE
PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFILL, UNLESS OTHERWISE
SPECIFIED IN THE PLANS OR BY THE ENGINEER.
FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH DESIGN
STANDARDS INDEX NUMBERS 201 & 280. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE DESIGN STANDARDS, INDEX 199. THE FABRIC
SHALL EXTEND A MINUMUM OF 12 INCHES (300 MM) BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND, IF A COUPLING BAND IS USED. THE FABRIC
SHALL HAVE A MINUMUM WIDTH OF 24 INCHES (600 MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES (600 MM). SECURE THE FILTER FABRIC
JACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE THE ENGINEER.
CONCRETE
UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH
THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA.
RECORD DRAWINGS
CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY
CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION AND
VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BANKS,
LOT/BLDG., PADS, SWALES, BERMS, CURBS, PAVEMENT, SIDEWALKS- DEPICTING HORIZONTAL LOCATION AND ELEVATIONS. CONTRACTOR SHALL SUBMIT COMPLETE AND
FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT.
THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD
ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS,
INCLUDING TIES TO STATE PLANE COORDINATES.
INSPECTION
MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS
THE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE:
A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS.
B. PRIOR TO BACKFILLING ANY PIPE TRENCHES.
C. UPON COMPLETION OF SUBGRADE AND COMPACTION.
D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK.
E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL.
F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING.
G. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C.
H. UPON COMPLETION OF CONSTRUCTION.
ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING:
-PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRADE PREPARATION.
-SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION.
-BASE TESTING PRIOR TO APPLICATION OF SURFACE COURSE.
WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS.
TRAFFIC/PAVEMENT MARKING NOTES:
1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYS/STREETS WITH THE EXCEPTION TO THE HANDICAPPED
PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF
TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2015, SECTION NO. 710.
2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 173246.
3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED.
4. STOP BARS SHALL BE 24" WIDE.
5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
6. ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND ALL MARKINGS AT INTERSECTIONS OF PRIVATE
ROADS/DRIVEWAYS WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH
THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711.
7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC
SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX NO. 17346.
SIGNS:
1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX NO. 11860.
WIND LOAD SHALL BE 150 M.P.H.(INDIAN RIVER COUNTY).
3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX NO. 17302.
ADDITIONAL SPECIFICATIONS FOR WORK WITHIN A PUBLIC R.O.W.:
1. ALL MATERIALS AND CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION).
STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO.
2. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN
ACCORDANCE WITH THE APPLICABLE FDOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). THE CONTRACTOR SHALL PROVIDE NECESSARY M.O.T. AS SPECIFIED IN THE PLANS
AND PERMITS, AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR PUBLIC WORKS/FDOT REPRESENTATIVE.
3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH
STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE.
4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE
PRE-CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS
EVENTUALITIES SUCH AS HURRICANES.
5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, BEFORE
ANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE.
6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION.
RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY
ENGINEER IN ADVANCE BEFORE ANY RELOCATION.
7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL
MAINTENANCE OFFICE TO SCHEDULE A PRE-CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 561-465-7396 OR 1-800-300-8236.
8. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.
9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL.
10. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH
STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. IN ACCORDANCE WITH STANDARD
INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE.
11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENED
BY 4:00 PM.
12. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2" MAXIMUM., INCLUDING FRICTION COURSE.
PAVEMENT BUTT JOINT
REMOVE EXIST.
PAVEMENT
EXIST PAVEMENT NEW PAVEMENT
N.T.S.
1" SP 9.5 (T.L. 'C')
MATCH EXISTING PAVEMENT
THICKNESS. CONSTRUCT D.O.T.
TYPE SP 9.5 ASPHALTIC
CONCRETE SURFACE; PRIME
COAT ALL SURFACES AND EDGES
PRIOR TO SURFACING
1-1/2"TYPE SP 12.5 (T.L. 'C')
10" COQUINA SHELL COMPACTED TO
98% MAX. DENSITY (AASHTO T-180)
12" STABILIZED SUBGRADE (FBV 50)
(98% COMPACTION AASHTO T-180)
MIXED TO A HOMOGENEOUS MATERIAL
FILL COMPACTED TO
98% MAX. DENSITY
REMOVE EXISTING BACKFILL MATERIAL
AND GRADE UNIFORMLY TO RECEIVE 12"MIN.
THICK COQUINA BASE COMPACTED TO 100%
OF MAXIMUM DRY DENSITY AASHTO T-180
SAWCUT TO A STRAIGHT
AND TRUE EDGE
6"
MIN.
UNIFORM CROSS SLOPE TO MATCH
EXISTING AND UNIFORM GRADE PARALLEL
TO ROADWAY TO MATCH
ELEVATIONS AT LIMITS OF WORK
12" ±
(PAVED AREAS)
TRENCH DETAIL
(UNPAVED AREAS)
N.T.S.
MECHANICAL COMPACTION
NOT ALLOWED BELOW THIS
LEVEL
SUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAME
REQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE
BACKFILLED AND COMPACTED (MECHANICALLY) IN 12" LIFTS, AND THE
MAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS
SHALL BE 2 INCHES.
INITIAL BACKFILL: TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, AND
MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S
EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL
SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND
OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS,
STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 112 INCHES
IN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4"
LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6" LIFTS TO A
POINT 12" ABOVE THE TOP OF PIPE.
NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL
BACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2
MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT
FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3
BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC
MATERIAL WITH LESS THAN 3% FINES PASSING A NO. 200 SIEVE.
MAX. WATER LEVEL
ALLOWABLE DURING
CONSTRUCTION
UNDISTURBED
SOIL
6" MAX. LAYERS OR
OTHER APPROVED
METHOD TO ACHIEVE
98% COMPACTION
12"
MIN.
TRENCH WIDTH 'W' + 4' MIN.
SURFACE RESTORATION
1.
0
'
2.
0
'
36
"
C
L
E
A
R
CO
V
E
R
(
M
I
N
.
)
12
"
4" LAYERS
AT 98%
BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING
- HAND SHAPED TO PROVIDE FIRM BEDDING OF THE
UNDISTURBED EXISTING SOIL FOR THE PIPE. IN THE
JUDGEMENT OF THE ENGINEER, IF THE SOILS
ENCOUNTERED ARE UNSUITABLE TO ACT AS A
FOUNDATION FOR THE PIPE, THEN THE CONTRACTOR
SHALL EXCAVATE AND BACKFILL WITH CLASS 'B'
BEDDING MATERIAL, WHICH SHALL CONSIST OF
EITHER:
-TYPE 1 BACKFILL: WELL GRADED CRUSHED
STONE OR CRUSHED GRAVEL (ASTM C33-71A,
GRADATION 67) - 3
4" TO NO. 4 SIEVE.
-TYPE 3 BACKFILL: SELECT GRANULAR SAND
MATERIAL, FREE OF ORGANICS WITH LESS THAN
3% FINES PASSING THE NO. 200 SIEVE.
6"
12"
PIPE
O.D.12"
TRENCH WIDTH
'W'
12
"
NOTES:
1.WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,
PROVIDE APPROVED METHOD OF CONSTRUCTION.
2.SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
3.NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING
AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.)
4.COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180.
5.ALL ROADWAY RESTORATION SHALL COMPLY WITH LOCAL
PUBLIC WORKS / F.D.O.T. STANDARDS.
6.TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0".
112" SP-9.5 (MIN.) BUT SHALL
MATCH EXISTING PAVEMENT
THICKNESS, UP TO 312" (MAX).
REPLACEMENT LIMEROCK BASE
IN 3 LIFTS AT 98% COMPACTION
MECHANICAL COMPACTION
NOT ALLOWED BELOW THIS
LEVEL
SUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAME
REQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE
BACKFILLED AND COMPACTED (MECHANICALLY) IN 12" LIFTS, AND THE
MAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS
SHALL BE 2 INCHES.
INITIAL BACKFILL: TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, AND
MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S
EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL
SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND
OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS,
STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 112 INCHES
IN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4"
LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6" LIFTS TO A
POINT 12" ABOVE THE TOP OF PIPE.
NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL
BACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2
MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT
FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3
BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC
MATERIAL WITH LESS THAN 3% FINES PASSING A NO. 200 SIEVE.
MAX. WATER LEVEL
ALLOWABLE DURING
CONSTRUCTION
UNDISTURBED
SOIL
12"
PIPE
O.D.12"
TRENCH WIDTH
'W'
6" MAX. LAYERS OR
OTHER APPROVED
METHOD TO ACHIEVE
98% COMPACTION
4" LAYERS
AT 98%
6"
12
"
12
"
2
x
T
36
"
C
L
E
A
R
CO
V
E
R
(
M
I
N
.
)
T
TRENCH WIDTH 'W' + 4' MIN.
SURFACE RESTORATION
6"
MIN.
MECHANICALLY SAW
EXISTING PAVEMENT
EXISTING
BASE
BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING
- HAND SHAPED TO PROVIDE FIRM BEDDING OF THE
UNDISTURBED EXISTING SOIL FOR THE PIPE. IN THE
JUDGEMENT OF THE ENGINEER, IF THE SOILS
ENCOUNTERED ARE UNSUITABLE TO ACT AS A
FOUNDATION FOR THE PIPE, THEN THE CONTRACTOR
SHALL EXCAVATE AND BACKFILL WITH CLASS 'B'
BEDDING MATERIAL, WHICH SHALL CONSIST OF
EITHER:
-TYPE 1 BACKFILL: WELL GRADED CRUSHED
STONE OR CRUSHED GRAVEL (ASTM C33-71A,
GRADATION 67) - 3
4" TO NO. 4 SIEVE.
-TYPE 3 BACKFILL: SELECT GRANULAR SAND
MATERIAL, FREE OF ORGANICS WITH LESS THAN
3% FINES PASSING THE NO. 200 SIEVE.
NOTES:
1.WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,
PROVIDE APPROVED METHOD OF CONSTRUCTION.
2.SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
3.NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING
AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.)
4.COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180.
5.ALL ROADWAY RESTORATION SHALL COMPLY WITH LOCAL
PUBLIC WORKS / F.D.O.T. STANDARDS.
6.TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0".
ASPHALT PAVEMENT DETAIL
N.T.S
ASPHALTIC CONC. (*)
(MIN. 1,000 PSI MARSHALL)
COQUINA SHELL. (*) COMPACTED
TO 98% MAX. DENSITY (AASHTO T-180)
COMPACTED/STABILIZED SUB-GRADE (*)
(98% COMPACTION AASHTO T-180)
MIXED TO A HOMOGENEOUS MATERIAL
FILL COMPACTED TO
98% MAX. DENSITY
* DEPTH OF MATERIAL PER SCHEDULE BELOW
SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS.
ASPHALT - ON-SITE RIGHT OF WAY
ASPHALTIC CONC. (*)
(MIN. 1000 P.S.I. MARSHALL)
COQUINA SHELL (*) COMPACTED
TO 98% MAX. DENSITY (AASHTO T-180) (LBR 100)
COMPACTED SUBGRADE (*)
(98% COMPACTION AASHTO T-180)
MIXED TO A HOMOGENEOUS MATERIAL (LBR 40)
11
2"
6"
8"
DRAINAGE PIPE BACKFILL DETAIL
CONTINUE BASE MATERIAL
TO THE CENTER OF THE PIPE
STABILIZED
SUBGRADE
18" MIN.
PIPE
DIA.18" MIN ASPHALT
COQUINA BASE
DRAINAGE
PIPE
TYPE 1 PORTLAND CEMENT CONCRETE
COMPRESSIVE STRENGTH AT 28 DAYS
OF AT LEAST 4,000 PS
d
* APPLICABLE WHEN d [ 16"
HEAVY DUTY CONCRETE
6"
8"
REGULAR DUTY CONCRETE
4-1/2"
8"
SEE SIDEWALK DETAIL FOR ADDITIONAL
INFORMATION REGARDING EXPANSION
JOINTS AND REINFORCEMENT
SEE THICKENED CONCRETE PAVEMENT EDGE
DETAIL FOR ADDITIONAL INFORMATION
REGARDING EXPANSION JOINTS AND
REINFORCEMENT
BRUSH FINISH
TYPE 1 PORTLAND CEMENT CONCRETE
COMPRESSIVE STRENGTH AT 28 DAYS
OF AT LEAST 4,000 PSI
STABILIZED SUB-GRADE COMPACTED
TO 98% MODIFIED PROCTOR MAX. DRY DENSITY
PER AASHTO T-180, MINIMUM LBR 40
*DEPTH OF MATERIAL PER SCHEDULE BELOW
SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS.
TYPICAL CONCRETE PAVING SECTION
N.T.S.
TYPE 1 PORTLAND CEMENT CONCRETE
COMPRESSIVE STRENGTH AT 28 DAYS OF AT
LEAST 4,000 PSI, REINFORCED WITH
6"x6"-W4xW4 WELDED WIRE SHEETS LOCATED
IN THE TOP 1/2 TO 1/3 OF THE SLAB
THICKNESS
STABILIZED SUB-GRADE COMPACTED TO 98%
MODIFIED PROCTOR MAX. DRY DENSITY PER
AASHTO T-180, MINIMUM LBR 40
MIXED TO A HOMOGENEOUS MATERIAL
TYPE 1 PORTLAND CEMENT CONCRETE
COMPRESSIVE STRENGTH AT 28 DAYS OF AT
LEAST 4,000 PSI, FIBER REINFORCED
STABILIZED SUB-GRADE COMPACTED TO 98%
MODIFIED PROCTOR MAX. DRY DENSITY PER
AASHTO T-180, MINIMUM LBR 40
MIXED TO A HOMOGENEOUS MATERIAL
MAY SUBSTITUTE WITH
10" COQUINA SHELL
CURB TRANSITION
N.T.S.
TYPE 'D' CURB
EDGE OF PAVEMENT
FLUSH CURB
SEE
C
-
5
0
0
FO
R
TR
A
N
S
I
T
I
O
N
4'
-
5
"
C
.
I
.
P
.
4'
-
1
"
P
R
E
C
A
S
T
3'-4" C.I.P.
3'-0" PRECAST
8"6"
3'
-
1
"
3'
-
1
"
8"6"
8"
6"
2'-0"
2'-0"
214"
WA
L
L
D
E
P
T
H
V
A
R
I
E
S
(1
5
'
M
A
X
.
)
8"6"
3" CL.
2"
C
L
.
2"
5 3 4" C.I.P.
3 3 4" PRECAST
2'-0"
3'-4" C.I.P.
3'-0" PRECAST
214"
8"
6"
C.I.P.
PRECAST
C.I.P.
PRECAST
CENTER OF BOX
LOCATION REFERENCE
5 3 4" C.I.P.
3 3 4" PRECAST
C.I.P.
PRECAST
EYEBOLT
(SEE FDOT
STANDARD DESIGN
INDEX #201)
#4 BARS @
12" O.C.
#4 BARS @
12" O.C.
PLAN
SECTION
HORIZONTAL WALL REINFORCING
SCHEDULES (TABLE 1)
WALL DEPTH SCHEDULE AREA
(in.²/ft.)
MAX. SPACING
BARS WWF
0'-15'A12 0.20 12"8"
TYPE C
RECOMMENDED MAXIMUM PIPE SIZE:
2'-0" WALL - 18" PIPE
3'-1" WALL - 24" PIPE (18" WHERE AN 18" PIPE ENTERS A 2'-0" WALL)
2'-4"
2"11"
2"
11"2"
2 12"
3'
-
0
"
3'
-
0
"
2
18"
1
3
4"
3
4"
2'-4"
2"
1 12"2"1 12"
2
12"
TYPE C CAST IRON GRATE
APPROX. WEIGHT 235 Lbs.
2'-4"
3'
-
18"
14
S
P
A
C
E
S
15
B
A
R
S
TYPE C STEEL GRATE
STRAIGHT BARS 2" x 14"
RETICULINE BARS 1 14" x 316"
BANDS 2" x 14"
APPROX. WEIGHT 104 Lbs.
NOTE : STEEL GRATES ARE REQUIRED ON INLETS WITH
TRAVERSABLE SLOTS AND ON INLETS WHERE BICYCLE
TRAFFIC IS ANTICIPATED
BAND
BAND
GENERAL NOTES
1.THESE INLETS ARE SUITABLE FOR BICYCLE TRAFFIC AND ARE TO BE USED IN
DITCHES, MEDIANS AND OTHER AREAS SUBJECT TO INFREQUENT TRAFFIC LOADINGS
BUT ARE NOT TO BE PLACED IN AREAS SUBJECT TO ANY HEAVY WHEEL LOADS.
THESE INLETS MAY BE PLACED IN AREAS SUBJECT TO OCCASIONAL PEDESTRIAN
TRAFFIC SUCH AS LANDSCAPED AREAS AND PAVEMENT AREAS WHERE
PEDESTRIANS CAN WALK AROUND THE INLET.
2.INLETS SUBJECT TO MINIMAL DEBRIS SHOULD BE CONSTRUCTED WITHOUT SLOTS.
WHERE DEBRIS IS A PROBLEM INLETS SHOULD BE CONSTRUCTION WITH SLOTS.
SLOTTED INLETS LOCATED WITHIN ROADWAY CLEAR ZONES AND AREAS SUBJECT TO
PEDESTRIANS SHALL HAVE TRAVERSABLE SLOTS. THE TRAVERSABLE SLOT
MODIFICATION IS NOT ADAPTABLE TO INLET TYPE H. SLOTS MAY BE CONSTRUCTED
AT EITHER OR BOTH ENDS AS SHOWN ON PLANS. TRAVERSABLE SLOTS SHALL NOT
HE USED IN AREAS SUBJECT TO OCCASIONAL BICYCLE TRAFFIC.
3.STEEL GRATES ARE TO BE USED ON ALL INLETS WHERE BICYCLE TRAFFIC IS
ANTICIPATED. STEEL GRATES ARE TO BE USED ON ALL INLETS WITH TRAVERSABLE
SLOTS. EITHER CAST IRON OR STEEL GRATES MAY BE USED ON INLETS WITHOUT
SLOTS WHERE BICYCLE TRAFFIC IS NOT ANTICIPATED. EITHER CAST IRON OR STEEL
GRATES MAY BE USED ON ALL INLETS WITH NON-TRAVERSABLE SLOTS. SUBJECT TO
THE SELECTION DESCRIED ABOVE, WHEN ALTERNATIVE G GRATE IS SPECIFIED IN
THE PLANS, EITHER THE STEEL GRATE, HOT DIP GALVANIZED AFTER FABRICATION,
OR THE CAST IRON GRATE MAY BE USED, UNLESS THE PLANS STIPULATE THE
PARTICULAR TYPE.
4.RECOMMENDED MAXIMUM PIPE SIZES SHOWN ARE FOR CONCRETE PIPE. SIZE FOR
OTHER TYPES OF PIPE MUST BE CHECKED FOR FIT.
5.ALL EXPOSED EDGES AND CORNERS SHALL BE ¾” CHAMFER OR TOOLED TO ¼”
RADIUS.
6.CONCRETE INLET PAVEMENT TO BE USED ON INLETS WITHOUT SLOTS AND INLETS
WITH NON-TRAVERSABLE SLOTS ONLY WHEN CALLED FOR IN THE PLANS; BUT
REQUIRED ON ALL TRAVERSABLE SLOT INLETS. COST TO BE INCLUDED IN CONTRACT
UNIT PRICE FOR INLETS. QUANTITIES SHOWN ARE FOR INFORMATION ONLY.
7.TRAVERSABLE SLOTS CONSTRUCTED IN EXISTING INLETS SHALL BE PAID FOR AS
INLETS PARTIAL. FOR CONVERSION WORK AND METHOD OF PAYMENT SEE
'TRAVERSABLE SLOT INLETS (PARTIAL) FOR EXISTING INLETS'.
8.SODDING TO BE USED ON ALL INLETS NOT LOCATED IN PAVED AREAS AND PAID FOR
UNDER CONTRACT UNIT PRICE FOR PERFORMANCE TURF, SY.
9.FOR SUPPLEMENTARY DETAILS SEE FDOT STANDARD INDEX DETAIL # 201.
10.ALL REINFOCING IS GRADE 60 BARS WITH 2” MIN. COVER UNLESS OTHERWISE
NOTED. BARS TO BE CUT OR BENT FOR 1-1/2” CLEARANCE AROUND PIPE OPENING.
PROVIDE ONE ADDITIONAL #4 BAR ABOVE AND AT EACH SIDE OF PIPE OPENING.
FDOT TYPE 'C' INLET
SCALE: N.T.S.
TYPE D
18
"
6"
8"
6"
JOINT SEAL
CONCRETE
PAVEMENT
2" R.
3
4" R.
1
2" EXPANSION JOINT &
PREFORMED JOINT
FILLER
CURB DETAILS
N.T.S.
DRAINAGE PIPE BACKFILL DETAIL
STABILIZED
SUBGRADE
18" MIN.
PIPE
DIA.18" MIN
DRAINAGE
PIPE
d
* APPLICABLE WHEN d [ 16"
CONCRETE
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Docusign Envelope ID: F85368CC-7A28-46E9-ACEC-9957CA7FC7BB
9/5/2025
X
1
2
SIDE DITCH GRADE
LIMITS
OF
SOD
LIMITS
OF
SOD
LIMITS
OF
SOD
LIMITS
OF
SOD
SOD ADJACENT TO
ALL MITERED ENDS
5'
5'
5'
#4 BAR
6"
6"
CULVERT TYPE PER PLAN
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
/
2
9
/
2
0
2
4
MITERED END SECTION
N.T.S.
BIT. COATED CMP SHALL BE USED AT ALL
M.E.S. SECTIONS FOR ADS CULVERTS
CONC. JACKET OR OTHER APPROVED
TRANSITION (FORMED METAL BAND)
SHALL BE USED TO COUPLE THE PIPES.
SEE FDOT INDEX NO. 430-21, 430-22 AS
APPLICABLE FOR CONSTRUCTION DETAILS
OF MITERED END. DETAILS, DIMENS., ETC.
DEPEND ON TYPE AND DIA. OF PIPE.
SIDE DRAINS: FDOT INDEX 430-22
CROSS DRAINS: FDOT INDEX 430-21
4" PVC PIPE
CLEAN-OUT
NOTE: AT NON-TRAFFIC BEARING AREAS,
CONC. PAD IS NOT REQUIRED, AND CAP
MAY BE PVC.
TYPICAL CLEAN-OUT DETAIL
N.T.S.
6" PVC
SERVICE LATERAL
DEPTH AS PER PLAN
PAVING, BASE COURSE,
AND COMPACTION AS PER
TYPICAL TRENCH DETAILS
36"x36"x6" THK.
CONC. PAD W/
6"x6" 10/10 W.W.F.
4" THREADED BRASS
CLEAN OUT CAP
4" SLIP x THREAD
CLEAN-OUT COUPLING
TECHNICAL CHAPTER 4: ACCESSIBLE ROUTES
167
EXCEPTIONS:1.Edge protection shall not be required on ramps that are not required to have
handrails and have sides complying with 406.3.
2.Edge protection shall not be required on the sides of ramp landings serving an adjoining ramp run
or stairway.
3.Edge protection shall not be required on the sides of ramp landings having a vertical drop-off of ½
inch (13 mm) maximum within 10 inches (255 mm) horizontally of the minimum landing area
specified in 405.7.
405.9.1 Extended Floor or Ground Surface. The floor or ground surface of the ramp run or landing
shall extend 12 inches (305 mm) minimum beyond the inside face of a handrail complying with 505.
Advisory 405.9.1 Extended Floor or Ground Surface. The extended surface prevents
wheelchair casters and crutch tips from slipping off the ramp surface.
405.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the passage of a 4 inch
(100 mm) diameter sphere, where any portion of the sphere is within 4 inches (100 mm) of the finish
floor or ground surface.
405.10 Wet Conditions. Landings subject to wet conditions shall be designed to prevent the
accumulation of water.
130 - 2010 Standards: Titles II and III Department of Justice
CHAPTER 4: ACCESSIBLE ROUTES TECHNICAL
166
405.7.1 Slope. Landings shall comply with 302. Changes in level are not permitted.
EXCEPTION: Slopes not steeper than 1:48 shall be permitted.
405.7.2 Width. The landing clear width shall be at least as wide as the widest ramp run leading to
the landing.
405.7.3 Length. The landing clear length shall be 60 inches (1525 mm) long minimum.
405.7.4 Change in Direction. Ramps that change direction between runs at landings shall have a
clear landing 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum.
405.7.5 Doorways. Where doorways are located adjacent to a ramp landing, maneuvering
clearances required by 404.2.4 and 404.3.2 shall be permitted to overlap the required landing area.
405.8 Handrails. Ramp runs with a rise greater than 6 inches (150 mm) shall have handrails complying
with 505.
EXCEPTION: Within employee work areas, handrails shall not be required where ramps that are part
of common use circulation paths are designed to permit the installation of handrails complying with
505. Ramps not subject to the exception to 405.5 shall be designed to maintain a 36 inch (915 mm)
minimum clear width when handrails are installed.
405.9 Edge Protection. Edge protection complying with 405.9.1 or 405.9.2 shall be provided on each
side of ramp runs and at each side of ramp landings.
Department of Justice 2010 Standards: Titles II and III - 129
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X
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8.0'8.0'
⅊
A
C-500
SECTION THRU DRIVE @ EAST PROPERTY LINE
SCALE: 1" =10'
10.0'10.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
EOP
12.
8
0
±
EXISTING
GRADE
NORTH CENTRAL AVE.
50' R.O.W.COS CEMETERY
1%
7%
PROPOSED
GRADE
13
.
2
6
14
.
1
2
14.
5
8
15
.
1
7
14.65
15.9516.15
MATCH
EXISTING
10%
41
8.0'
10.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
8.0'
10.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
14
.
8
8
14.
6
9
15.
8
0
15
.
8
0
16.
5
3
1
5
.
5
9
EOP
14.88
EXISTING
GRADE
PROPOSED
GRADE
MATCH
EXISTING
EXISTING ASPHALT DRIVE
B
C-500
SECTION THRU PARKING @ SOUTH DEVELOPMENT LIMITS
SCALE: 1" =10'
DEV.
LIMITS
5' S/W
HANDRAIL
2%
2%14.45
15.8316.25
28.42' PARKING LOT
FFE 16.75
8.0'
10.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
8.0'
10.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
C
C-500
SECTION THRU DRIVE @ NORTH DEVELOPMENT LIMITS
SCALE: 1" =10'
DEV.
LIMITS
14
.
5
6
14
.
8
8
15.65 16.59
25'
4%
EXISTING
GRADE
PROPOSED
GRADE
16.50
2%
5'
31
4.5'
8.0'
10.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
8.0'
10.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
D
C-500
SECTION THRU EAST PROPERTY LINE
SCALE: 1" =10'
⅊EOP
1
5
.
8
0
15.
5
6
15.
8
3
15.
0
1
13.
8
8
13.
1
2
12
.
5
2
14.82
14.87
12.5
12.5
14.50
4' S/W NORTH CENTRAL AVE.
50' R.O.W.COS CEMETERY
2'
3
1
EXISTING
GRADE
PROPOSED
GRADE
MATCH
EXISTING
8.0'
10.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
8.0'
10.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
E
C-500
SECTION THRU WEST DEVELOPMENT LIMITS
SCALE: 1" =10'
DEV.
LIMITSEXISTING
GRADE
PROPOSED
GRADE
16.
9
0
16
.
6
1
16.32
1
5
.
8
0
1
5
.
7
0
16.25
4
1
15.60
FFE 16.75
8.0'8.0'
⅊
F
C-500
SECTION THRU EAST PROPERTY LINE
SCALE: 1" =10'
10.0'10.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
12.0'
14.0'
16.0'
18.0'
20.0'
22.0'
16.60
14
.
6
0
13.
9
2
13.
7
3
15.25
14.50
13.35
TO
13.30
MATCH
EXISTING
16.20
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
/
2
9
/
2
0
2
4
GENERAL GRADING NOTES:
1.ALL SIDEWALKS, NEW & RECONSTRUCTED SHALL MEET ADA REQUIREMENTS:
1.1.MAX 2% CROSS SLOPE
1.2.MAX 5% LONGITUDINAL SLOPE
1.3.MIN 5' x 5' LANDING AT CHANGE IN DIRECTION, AT 2% MAX SLOPE ALL WAYS
1.4.MAX 12:1 SLOPE, MAX 6' IN LENGTH FOR RAMPS. LENGTH MAY BE INCREASE
IF HANDRAIL IS PROVIDED
2.ALL SLOPES 6:1 OR STEEPER SHALL BE STABILIZED WITH SOD.
3.SIDEWALK SHALL NOT BE MORE THAN 2% OR LESS THAN 1% CROSS SLOPE AND
NO MORE THAN 5% LONGITUDINAL SLOPE EXCEPT RAMPS MAY BE 12:1 AS
SHOWN ON PLANS.
GENERAL RETENTION AREA EARTHWORK NOTES:
·ANY IMPORT FILL MATERIAL PLACED IN THE RETENTION AREA
SHALL BE BETTER THAN OR EQUIVALENT TO 20 FEET/DAY.
·COMPACTION OF ALL RETENTION AREA FILL SHALL BE COMPACTED
TO 95% OF THE MODIFIED PROCTOR. EACH LAYER OF FILL SHALL
BE COMPACTED AS NECESSARY TO OBTAIN THAT DENSITY, AND IS
TO BE CERTIFIED BY THE GEOTECHINCAL ENGINEER AT THE TIME
OF CONSTRUCTION. NO COMPACTION EQUIPMENT SHALL
TRAVERSE ANY PIPE UNTIL MINIMUM COVER IS PLACED OVER PIPE
TO PREVENT DAMAGE TO THE PIPE.
·THE DISTRIBUTION OF MATERIALS THROUGHOUT EACH ZONE
SHALL BE ESSENTIALLY UNIFORM, AND THE FILL SHALL BE FREE
FROM LENSES, POCKETS, STREAKS OR LAYERS OF MATERIAL
DIFFERING SUBSTANTIALLY IN TEXTURE, MOISTURE CONTENT, OR
GRADATION FROM THE SURROUNDING MATERIAL.
·THE TOP SURFACES OF EMBANKMENTS SHALL BE MAINTAINED
APPROXIMATELY LEVEL DURING CONSTRUCTION, EXCEPT THAT A
CROWN OR CROSS-SLOPE OF APPROXIMATELY 2 PERCENT SHALL
BE MAINTAINED TO ENSURE EFFECTIVE DRAINAGE.
·EMBANKMENTS TO BE BUILT EXTENDING AN EXISTING
EMBANKMENT SHALL BE CONSTRUCTED AS DESCRIBED ABOVE
AND BUILT SO THAT THE SLOPE OF THE BONDING SURFACES
BETWEEN EMBANKMENT IN PLACE AND EMBANKMENT TO BE
PLACED IS NOT STEEPER THAN 3 FEET HORIZONTAL TO I FOOT
VERTICAL. THE BONDING SURFACE OF THE EMBANKMENT IN PLACE
SHALL BE STRIPPED OF ALL MATERIAL NOT MEETING THE
REQUIREMENTS OF THIS SPECIFICATION, AND SHALL BE
SCARIFIED, MOISTENED AND RECOMPACTED WHEN THE NEW FILL
IS PLACED AGAINST IT AS NEEDED TO ENSURE A GOOD BOND WITH
THE NEW FILL AND TO OBTAIN THE SPECIFIED MOISTURE CONTENT
AND DENSITY AT THE CONTACT OF THE IN PLACE AND NEW FILLS.
·THE EMBANKMENT MOISTURE CONTENT MAYBE ABOVE OPTIMUM
AND MAY REQUIRE MECHANICAL DRYING PRIOR TO REPLACING
AND BACKFILLING TO OBTAIN SPECIFIED COMPACTION
SPECIFICATION. THE COST TO PERFORM THIS OR ANY OTHER SOIL
DRYING IS CONSIDERED INCIDENTAL TO THE WORK AND SHALL BE
INCLUDED IN THE EARTHWORK COST.
SAW CUT - CONST CONCRETE
THICKENED EDGE (12"d x 8"w)
W/1 #5 REBAR
SAW CUT - CONST CONCRETE
THICKENED EDGE (12"d x 8"w)
CONST CONCRETE
THICKENED EDGE
(12"d x 8"w)
GRADE
SHALLOW
SWALE
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
/
2
9
/
2
0
2
4
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Docusign Envelope ID: F85368CC-7A28-46E9-ACEC-9957CA7FC7BB
9/5/2025
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ENGINEER CERTIFICATION
DATE:
FL. REG. NO. 47048
SHEET
FL. REG. NO. 57605
WILLIAM P. STODDARD
JODAH B. BITTLE
FL. REG. NO. 57396
JOSEPH W. SCHULKE
PROJECT NO.
10
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BENCH
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EXISTING ASPHALT DRIVE
EX. 12" PVC WM
PROJECT INFORMATION
APPLICANT:
CITY OF SEBASTIAN
1225 MAIN ST.
SEBASTIAN, FLORIDA 32958
TEL:772-388-8200
FAX: 772-581-0149
ENGINEER:
SCHULKE, BITTLE & STODDARD, LLC.
1717 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH, FLORIDA 32960
TEL: 772-770-9622
FAX: 772-770-9496
SURVEYOR:
MERIDIAN LAND SURVEYOR
1717 INDIAN RIVER BOULEVARD
VERO BEACH, FLORIDA 32960
TEL: 772-794-1213
PROPOSED USE
OFFICE & MAINTENANCE BUILDING
STREET ADDRESS
1921 N. CENTRAL AVENUE
SEBASTIAN, FL 32958
PROPERTY TAX ID NUMBERS
30383000009000000000.1
ZONING
PS
LAND USE
INSTITUTIONAL
FLOOD ZONE
THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" PER
FLOOD INSURANCE RATE MAP #12061C0103 J, DATED JANUARY 26, 2023.
PROPOSED MAINT. ENTITY
CITY OF SEBASTIAN
GROSS AREA:
9.06 AC.
TOTAL DEVELOPED AREA:
.18 AC.
EXISTING SITE CONDITIONS:
OFFICE/MAINTENANCE BUILDING/W DRIVEWAY, SIDEWALKS AND PLANTERS
CONSTRUCTION SCHEDULE
CONSTRUCTION START: 9/25
CONSTRUCTION FINISH: 3/26
- CONSTRUCTION ACTIVITIES LIMITED TO:
MONDAY - FRIDAY: 7:00 AM - 7:00 PM
SATURDAY/SUNDAY: 8:00 AM - 5:00 PM
LANDSCAPE CERTIFICATION:
GEOFFREY K. BARKETT DATE
FCLD #DC1 71
LANDSCAPE MATERIAL STANDARDS & NOTES:
QUALITY:
PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR
BETTER, AS GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR
NURSERY PLANTS" PART I AND PART II, STATE OF FLORIDA.
TREES:
TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF
GREATER THAN TWENTY (20) FEET OR GROUPED TO FORM THE EQUIVALENT OF A
TWENTY (20) FEET MATURE SPREAD OF CROWN.
ALL TREES SHALL BE SPECIES WHICH CAN BE MAINTAINED WITH OVER 6 FEET OF
CLEAR TRUNK SPACE.
PALMS SHALL BE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO
MORE THAN THIRTY-FIVE (35) PERCENT OF THE TOTAL NEW TREE REQUIREMENT.
TREES SHALL HAVE A MINIMUM CLEAR TRUNK OF 12 FEET. (3 PALMS = 1 TREE) (12)
FEET OVERALL, WITH A MINIMUM SPREAD OF 6' AT PLANTING.
TREE SPECIES SHALL BE A MINIMUM OF TWELVE (12) FEET OVERALL. WITH A MINIMUM
SPREAD OF 5' AT PLANTING AND 1-1/2" DIA. AT THE TIME OF PLANTING.
GRASS / GROUND COVER:
ALL UN-PAVED AREAS EXCEPT PLANTERS , MULCHED LANDSCAPE BEDS, TO BE
SODDED (FLORATAM). ALL UNPAVED AREAS OTHER THAN GRASSED AREAS SHALL BE
COVERED W/ MULCH OR SUITABLE NON-LIVING OR VEGETATIVE GROUND COVER.
SHRUBS/ HEDGES:
SHRUBS & HEDGES SHALL BE A MIN. OF 24" AT PLANTING.
HEDGES SHALL BE PLANTED AT A MIN. OF 24" O.C. AT PROPERTY LINES.
IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS:
GRASS AREA SHALL BE IN HIGH USAGE ZONES.
TREES & SHRUBS SHALL BE IN LOW USAGE ZONES.
CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE ENGINEER FOR APPROVAL.
THERE SHALL BE A MIN. OF THREE (3) DIFFERENT SPECIES OF TREES AND NO SPECIES
SHALL MAKE UP MORE THAN 50% OF PROPOSED TREES.
THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, STREET LIGHTS AND
SIGNS SUCH THAT ALL SIGNAGE IS EASILY SEEN AND LIGHTING IS FUNCTIONING FOR ITS
INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS
REQUIREMENT.
THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ENGINEER, A LIST AND PLAN OF THE
PROPOSED VEGETATION/PLANTINGS TO BE USED TO MEET THE REQUIREMENTS OF THE
CITY CODE, AS REFLECTED ON THIS PLAN.
TREE PROTECTION BARRICADES. PRIOR TO DEVELOPMENT OR CONSTRUCTION ACTIVITY,
THE DEVELOPER SHALL ERECT SUITABLE BRIGHTLY COLORED TREE PROTECTION
BARRICADES, A MINIMUM FOUR FEET TALL, AROUND ALL TREES TO BE PRESERVED AND
SHALL REMAIN IN PLACE UNTIL THE CONSTRUCTION ACTIVITIES ARE COMPLETED. THE AREA
WITHIN THE TREE PROTECTION BARRICADE SHALL REMAIN FREE OF ALL BUILDING
MATERIALS, DIRT OR OTHER CONSTRUCTION DEBRIS, VEHICLES AND DEVELOPMENT
ACTIVITIES. BARRICADES SHALL BE ERECTED AT A MINIMUM DISTANCE FROM THE BASE OF
THE TREES TO BE PRESERVED ACCORDING TO THE FOLLOWING STANDARDS:
(1) FOR TREES TEN INCHES OR LESS DBH. TREE PROTECTION BARRICADES SHALL BE
PLACED A MINIMUM DISTANCE OF FIVE FEET FROM THE BASE OF EACH TREE TO BE
PROTECTED.
(2) FOR HISTORIC TREES AND TREES GREATER THAN TEN INCHES DBH. PROTECTIVE
BARRICADES SHALL BE PLACED AT A MINIMUM DISTANCE OF TEN FEET FROM THE BASE OF
EACH TREE TO BE PROTECTED PLUS AN ADDITIONAL ONE FOOT FOR EACH ADDITIONAL INCH
DBH GREATER THAN TEN INCHES.
RESTRICTION OF ATTACHMENTS TO TREES. IT SHALL BE UNLAWFUL TO ATTACH ANYTHING
TO A PROTECTED, HISTORIC, OR SPECIMEN TREE OTHER THAN SUPPORTIVE WIRES, BRACES
OR OTHER SIMILAR NONINJURIOUS MATERIALS.
RESTRICTION AS TO HARMFUL MATERIALS. THE DEVELOPER OR PROPERTY OWNER SHALL
NOT CAUSE OR ALLOW THE DISPOSAL OF WASTE MATERIAL SUCH AS PAINT, OIL, SOLVENTS,
ASPHALT, CONCRETE, MORTAR OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A
PROTECTED, SPECIMEN OR HISTORIC TREE WITHIN THE DRIPLINE OF SUCH TREE OR
GROUPS OF TREES.
LANDSCAPE REQUIRMENTS
CANOPY TREES SHRUB
ADJACENT TO ROAD RIGHT OF WAY:
NORTH 110 LF x 1 TREE/25 LF = 5 TREES 110 LF x 1 SHRUB/24" O.C. = 55 SHRUBS
OFF-STREET PARKING:
4 PARKING STALLS 6 PARKING STALLS x 1 TREE/5 STALLS = 2 TREE
OPEN SPACE REQUIREMENTS:
4,349 SF OPEN SPACE 3,845 SF OPEN SPACE x 1 TREE/2000 SF = 2 TREES
9 TREES 55 SHRUBS
TREE CREDITS: -10 TREES
0 TREES REQUIRED
ADDITIONAL LANDSCAPING
- SOUTH DEVELOPMENT LINE 38 LF x 1 SHRUB/24" O.C. = 19 SHRUBS
- AC/TRASH CORRAL 30 LF x 1 SHRUB/24" O.C. = 15 SHRUBS
34 SHRUBS
SHRUBS TOTAL 89 SHRUBS
DENOTES PROPOSED TREE - LIVE OAK, LAUREL OAK, SLASH PINE OR
OTHER APPROVED TREE (3) SABAL PALM CLUSTER MAY SUBSTITUTE FOR
ONE TREE.
DENOTES EXISTING TREE TO REMAIN
DENOTES PROPOSED HEDGE - SHRUB 24" O.C. - LIGUSTRUM, VIBERNUM,
OLEANDER, ELEAGNUS, OR OTHER APPROVED SHRUB
TREE REMOVAL
1. PROTECTED TREES AND PALM
A TREE REMOVAL PERMIT IS REQUESTED TO REMOVE THE
FOLLOWING LISTED TREES:
TREES TO BE REMOVED:
NONE
TREES TO BE PRESERVED:
(1)OAK ≤ 12"
(2)OAK > 12"
TREE CREDITS
OVER 4" - 10"= 2 TREES
OVER 10" - 20"= 3 TREES
OVER 20"= 5 TREES
1 - OVER 4" - 10" = 1 X 2 TREES = 2 TREES
1 - OVER 10" - 20" = 1 X 3 TREES = 3 TREES
1 - OVER 20"= 1 X 5 TREES = 5 TREES
10 TREES
REPLACEMENT TREES REQUIRED
PROTECTED TREES: ON A ONE-FOR-ONE BASIS, BY A TREE EQUAL TO
FLORIDA GRADE NUMBER 1 OR GREATER, HAVING A MINIMUM HEIGHT
OF EIGHT FEET AND A MINIMUM DIAMETER OF ONE AND ONE-HALF
INCHES OR A CIRCUMFERENCE OF 4.7 INCHES DBH, AS DEFINED BY
NURSERY STANDARDS ESTABLISHED BY THE STATE OF FLORIDA,
DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAIRS, UP TO THE
NUMBER OF TREES REQUIRED TO MEET THE MINIMUM TREE
REQUIREMENTS FOR NEW CONSTRUCTION.
TRASH CAN CORRAL
COLOR AND MATERIAL
OF TRASH ENCLOSURE TO
MATCH OFFICE BUILDING
TREE PROTECTION BARRIER
NTS
7. SCARIFY ROOTBALL SIDES
AND BOTTOM.
2. TOP 10% OF SHRUB
ROOTBALL TO BE PLANTED
ABOVE THE LANDSCAPE
GRADE. DO NOT COVER
EXPOSED 10% ON SIDES
WITH SOIL.
3. PRUNE ALL LIKE SHRUBS
WITHIN A PLANTED MASS TO
ACHIEVE A UNIFORM
MASS/HEIGHT.
4. 3" MINIMUM MULCH AS
SPECIFIED - DO NOT COVER
ENTIRE SHRUB ROOTBALL
OR CREATE 'WATER RINGS'
ONLY COVER SIDES OF
ROOTBALL WITH MULCH
5. FINISHED GRADE (SEE
GRADING PLAN).
6. PREPARED PLANTING SOIL
AS SPECIFIED. NOTE: WHEN
SHRUBS USED IN MASSES,
ENTIRE BED TO BE
AMENDED WITH PLANTING
SOIL MIX AS SPECIFIED.
SHRUB PLANTING
3 54
2
7
6
* ALL SHRUBS SHALL BE PLUMB
VERTICALLY, UNLESS OTHERWISE
DIRECTED BY OWNER'S
REPRESENTATIVE.
2X ROOTBALL DIAMETER
1. FIND POINT WHERE
TOPMOST ROOT EMERGES
FROM TRUNK WITHIN 2" OF
SURFACE. CLEAR EXCESS
SOIL IF NECESSARY.
rootball
10% of
1
PLAN/SECTION
* MIN 10' PLUS 1' FOR EACH
1" DBH > 10" INCH
5' MIN.
MULCH
PROBABLE HEDGE/SHRUB COMPOSITION
VIBURNUM (VIBURNUM PLICATUM)
CLUSIA (CLUSIA ROSEA)
FIRE BUSH
LIGUSTRUM
OLENDER
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Docusign Envelope ID: F85368CC-7A28-46E9-ACEC-9957CA7FC7BB
9/5/2025
X
KMA Engineering & Surveying, LLC
Phone: (772) 569-5505 (772) 569-6680 E-Mail: survey@kmafl.com
Certificate of Authorization Number: L.B.8351
Consulting Engineers & Surveyors
3001 Industrial Ave 2 Fort Pierce, Florida 34946
ENGINEERING & SURVEYING
KMA
Digitally signed by William E
Hayhurst
DN: cn=William E Hayhurst
c=US o=Unaffiliated
Reason: I attest to the
accuracy and integrity of this
document
Date: 2025-05-12 09:14-04:00
8'-6"11'-6"
20'-0"
20'-0"
3'-0"15'-8"1'-4"
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HB
A/C PAD V.L.I.F.
A/C CONDENSER. HVAC
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TERMINATE NEXT TO
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NOTE: G.C. TO VERIFY
LOCATION OF
CONDENSATE LINE
UNDER SLAB.
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A/C CONDENSER. HVAC
CONDENSATE LINE TO
TERMINATE NEXT TO
CONDENSER. VERIFY
LOC. w/ SITE PLAN
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-
4
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75
8"
1'
-
4
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6'-8"
GARAGE
9'-4" CLG.
KITCHEN
9'-4" CLG.
ENTRY
9'-4" CLG.
PWDR
9'-4" CLG.
DINING
9'-4" CLG.
LIVING
9'-4" CLG.
42" H. RAKE
WALL w/ CAP
HANDRAIL -
36" ABV.
STAIR
NOSING
5 SH
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PROVIDE 12" GYP.
BD. w/ R-13 INSUL.
@ GARAGE
FRAME WALLS
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7'-107 8"
19
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18"
18
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17 T @ 10"
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GFI
GFI
GFIS
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REF
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GF
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33"18"
J
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5"
1'-0"
BOTTOM OF
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18"18"
3
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WATER
LINE
7'
-
9
12"
J
GARAGE
ENTRY
FOYER
PWDR
KITCHEN
DINING
LIVING
WC
6'-612"11'-2"2'-33 8"
2'-25 8"2'-418"6'-914"4'-27 8"
8'-1"
9'
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6
3
8"
5'
-
2
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3'
-
1
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4'
-
6
3
4"
2'
-
5
12"
16
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-
8
3
4"
14
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-
8
18"
6'
-
1
0
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1'
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5
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2'
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8
12"
18
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-
4
3
8"
11'-07 8"3'-1018"
LINE OF GARAGE DOOR IN
OPEN POSITION
28
SC
28
20
20
H.H. @ 7'-4"
25 SH
SL
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1/
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1
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-
0
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9'
-
3
5
8"
19
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-
1
3
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1'-912"
3 4" RECESS @
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NOTE: PROVIDE
ELECTRICAL CONDUIT
FEED TO ISLAND
-4
"
WH
F.F.0'-0"
SL
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1/
4
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/
1
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-
0
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1 12" RECESS @
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7'-53 8"3'-6"
4'-212"
3'-65 8"
2'
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5
12"
3'
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2
3
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2'
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4
18"
8080 SGD
2x6 KNEEWALL
@ 34 12" H.
36" H. ISLAND
8 12" OVERHANG
BOLLARD, SEE
STRUCTURAL
8080 OGD
3080
4'-2"3'-8"6'-2"6'-0"
4'-0"6'-8"5'-6"3'-10"
20'-0"
20'-0"
7'-10"12'-2"
1'
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4
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R&S
BEDROOM 3
9'-0" CLG.
BEDROOM 2
9'-0" CLG.
BA
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W.I.C.
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7
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1
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3'
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15
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6
1
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12
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1
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2
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11
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11
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10
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6'-0 3/4"3'-7 1/2"3'-8 1/4"5'-8"
4'-6 1/2"1'-10"
13'-6 7/8"5'-5 1/2"
H.H. @ 7'-8"
25 SH
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H.H. @ 7'-8"
25 SH
EGRESS
26
FULL HGT.
TEMP GLS
ENCL. w/ 30"
DR. TOP @
7'-0" A.F.F HANDRAIL -
36" ABV.
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25 SH
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H.H. @ 7'-8"
25 SH
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26 26
28
28
26
2
6
28
28
28
26
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GFI
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BEDROOM 3
BEDROOM 2
BATH 2
LAUN.
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PRIMARY
SUITE
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ATTIC
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LIGHT &
SWITCH
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3'-8 7/8"5'-5 5/8"
WASHER
BOX
DRYER
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BATH 2
DRYER WASHER
H.H. @ 7'-8"
2020 FX
20'-0"
3'-0"15'-8"1'-4"
8'-6"11'-6"
20'-0"
20'-0"
3'-0"15'-8"1'-4"
4"
8"
A/C PAD V.L.I.F.
1'-0"
BOTTOM OF LINTEL @ 8'-0"
WP/
GFI
A/C
DISCONNECT
A/C CONDENSER. HVAC
CONDENSATE LINE TO
TERMINATE NEXT TO
CONDENSER. VERIFY
LOC. w/ SITE PLAN
NOTE: G.C. TO VERIFY
LOCATION OF
CONDENSATE LINE
UNDER SLAB.
A/C CONDENSER. HVAC
CONDENSATE LINE TO
TERMINATE NEXT TO
CONDENSER. VERIFY
LOC. w/ SITE PLAN
4"
5'-2"2'-2"2'-4"8'-0"1'-10"3'
-
4
"
75
8"
1'
-
4
"
6'-8"
GARAGE
9'-4" CLG.
KITCHEN
9'-4" CLG.
ENTRY
9'-4" CLG.
PWDR
9'-4" CLG.
DINING
9'-4" CLG.
LIVING
9'-4" CLG.
42" H. RAKE
WALL w/ CAPHANDRAIL -
36" ABV.
STAIR
NOSING
5 SH
PANTRY
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36" H. ISLAND
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BD. w/ R-13 INSUL.
@ GARAGE
FRAME WALLS
L
L
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L
L
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OPT. 50A
OUTLET
P
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3
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3
S
3S
3S
C/S
L
L
J
J
FOYER
9'-4" CLG.
3S 3S
3
S
GFI
SS
3S
3S3S
220
5'
-
6
"
5'-6"
7'-107 8"
19
'
-
8
18"
18
'
-
1
1
"
STAIR DATA
18R @ 7.38"
EA.
17 T @ 10"
MIN. EA.
w/ 1"
NOSING
GFI
GFI
GFI
GFI S
3S
REF
DW
GFI
GF
I
S
33"
33"18"
J
S
5"
1'-0"
BOTTOM OF
LINTEL @ 8'-0"
18"18"
3
S
L
WATER
LINE
7'
-
9
12"
J
GARAGE
ENTRY
FOYER
PWDR
KITCHEN
DINING
LIVING
WC
6'-612"11'-2"2'-33 8"
2'-25 8"2'-418"6'-914"4'-27 8"
8'-1"
9'
-
6
3
8"
5'
-
2
"
3'
-
1
"
4'
-
6
3
4"
2'
-
5
12"
16
'
-
8
3
4"
14
'
-
8
18"
6'
-
1
0
"
1'
-
5
"
2'
-
4
18"
2'
-
8
12"
18
'
-
4
3
8"
11'-118"3'-1018"
LINE OF GARAGE DOOR IN
OPEN POSITION
3080
28
SC
28
20
20
H.H. @ 7'-4"
25 SH
8080 SGD
8080 OGD
SL
O
P
E
1/
4
"
/
1
'
-
0
"
9'
-
3
5
8"
19
'
-
1
3
4"
1'-912"
3 4" RECESS @
GARAGE DOOR
PED
LAV
NOTE: PROVIDE
ELECTRICAL CONDUIT
FEED TO ISLAND
-4
"
WH
F.F.0'-0"
SL
O
P
E
1/
4
"
/
1
'
-
0
"
-4
"
1 12" RECESS @
SGD
7'-53 8"3'-6"
4'-214"
3'-65 8"
2'
-
5
12"
3'
-
2
3
4"
HB
GFIGFI
SL
O
P
E
1/
8
"
/
1
'
-
0
"
+48"
GFI
+48"
GFI
ELEC
PANEL
TO SWITCH
ABOVE
-4
"
TEMP.
BOLLARD, SEE
STRUCTURAL
8 12" OVERHANG
4'-2"3'-8"6'-2"6'-0"
3'-10"3'-0"6'-8"6'-6"
20'-0"
20'-0"
7'-10"12'-2"
1'
-
4
"
1'
-
4
"
R&S
BEDROOM 3
9'-0" CLG.
BEDROOM 2
9'-0" CLG.
BA
T
H
2
9'
-
0
"
C
L
G
.
PRIMARY
SUITE
9'-0" CLG.
W.I.C.
9'-0" CLG.
PR
I
M
A
R
Y
B
A
T
H
9'
-
0
"
C
L
G
.
J
J
J
L
L
S
S S
SS
S
S
5 SH
R&S
R&S
R&
S
WC
WC
LA
V
.
LA
V
.
LA
V
.
LA
V
.
CT
R
L
HD
LAUNDRY
9'-0" CLG.
S
L
L
L
L
SSSS
3S
3S
L
TO
SWITCH
BELOW
3S
GFI
GF
I
J
L
SS
S J
GFI220
GFI
GFI
J
L
SS
S
J
2'
-
4
1
/
2
"
3'
-
7
"
1'
-
8
"
7'
-
1
1
/
4
"
3'
-
0
"
15
'
-
6
1
/
8
"
12
'
-
2
1
/
2
"
11
'
-
1
1
/
2
"
3'
-
1
1
1
/
4
"
11
'
-
1
0
1
/
8
"
8'
-
4
3
/
4
"
10
'
-
7
1
/
2
"
6'-0 3/4"3'-7 1/2"3'-8 1/4"5'-8"
5'-5 5/8"4'-6 1/2"1'-10"3'-8 7/8"3'-5 1/2"
13'-6 7/8"5'-5 1/2"
H.H. @ 7'-8"
25 SH
EGRESS
H.H. @ 7'-8"
25 SH
EGRESS
26
FULL HGT.
TEMP GLS
ENCL. w/ 30"
DR. TOP @
7'-0" A.F.F
HANDRAIL -
36" ABV.
STAIR
NOSING
42" H. RAKE
WALL w/ CAP
32"X60"
SHOWER
32"X60"
TUB
A/C
H.H. @ 7'-8"
25 SH
EGRESS
H.H. @ 7'-8"
25 SH
EGRESS
BEDROOM 3
BEDROOM 2
BATH 2
LAUN.
W.I.C.
PRIMARY
SUITE
P.BATH
26
26
28
28
26
26
28
28
JS
22"x30"
ATTIC
ACCESS
LIGHT &
SWITCH
AT ATTIC
ACCESS
DRYER
2x6 WALL
WASHER
DRYER
VENT
WASHER
BOX
H.H. @ 7'-8"
2020 FX
NOTE: INTERIOR DOORS ARE TO BE 6'-8"
STANDARD WITH OPTIONAL 8'-0" IN HEIGHT
WALL LEGEND
9'-4" HT. CMU WALL
NON-BEARING WALL
20'-4 3/4" HT. CMU WALL
FALL PROTECTION DEVICES
ALL OPERABLE WINDOWS GREATER THAN 72 INCHES ABOVE FINISHED
GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,
WITH CLEAR OPENING HEIGHT BELOW 24 INCHES ABOVE FINISHED FLOOR,
SHALL HAVE WINDOW FALL PROTECTION CONTROL DEVICES. THE WINDOW
OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL
DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE
NET CLEAR OPENING AREA OF THE WINDOW TO LESS THAN MINIMUM SIZE
AND DIMENSIONS REQUIRED FOR EGRESS WHERE APPLICABLE.
Scale: 1/4" = 1'-0"
MAIN FLOOR PLAN
Scale: 1/4" = 1'-0"
2ND FLOOR PLAN
Scale: 1/4" = 1'-0"
2ND FLOOR PLAN
Scale: 1/4" = 1'-0"
MAIN FLOOR PLAN
FI
L
E
:
DA
T
E
:
TI
M
E
:
AP
P
R
O
V
E
D
B
Y
CH
E
C
K
E
D
B
Y
DATE
SHEET NO.
PROJ. NO.
DR
A
W
N
B
Y
TH
I
S
S
H
E
E
T
C:
\
U
s
e
r
s
\
d
e
v
i
n
\
A
p
p
D
a
t
a
\
L
o
c
a
l
\
M
i
c
r
o
s
o
f
t
\
W
i
n
d
o
w
s
\
I
N
e
t
C
a
c
h
e
\
C
o
n
t
e
n
t
.
O
u
t
l
o
o
k
\
F
6
B
O
N
V
N
Q
\
M
i
r
a
d
a
6
U
T
o
w
n
h
o
m
e
s
-
T
a
m
p
a
P
l
o
t
2
0
2
5
-
0
3
-
0
3
r
e
l
e
a
s
e
t
o
c
l
i
e
n
t
(
0
0
3
)
.
d
w
g
DA
T
E
IS
S
U
E
6/
1
9
/
2
0
2
5
3:
3
2
P
M
SC
A
L
E
:
CO
M
M
E
N
T
S
70
0
2
2
n
d
P
l
a
c
e
,
S
u
i
t
e
2
C
/
2
D
Ve
r
o
B
e
a
c
h
,
F
l
o
r
i
d
a
3
2
9
6
0
PH
O
N
E
:
7
7
2
.
2
2
6
.
7
2
8
2
C.
A
.
#
:
3
0
6
9
8
WE
B
S
I
T
E
:
ww
w
.
M
i
l
l
s
S
h
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t
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s
s
o
c
i
a
t
e
s
.
c
o
m
SE
E
S
H
E
E
T
20'-0"
2'-0"16'-0"2'-0"8'-6"11'-6"8'-6"11'-6"
20'-0"20'-0"
120'-0"
56
'
-
0
"
50
'
-
0
"
6'
-
0
"
23
'
-
3
"
5'
-
2
"
21
'
-
7
"
4'
-
2
"
1'
-
0
"
120'-0"
20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"
1'-4"15'-8"3'-0"3'-0"15'-8"1'-4"1'-4"1'-4"15'-8"3'-0"3'-0"15'-8"1'-4"1'-4"3'-0"3'-0"15'-8"
20'-0"
2'-0"16'-0"2'-0"8'-6"11'-6"8'-6"11'-6"
20'-0"20'-0"
56
'
-
0
"
50
'
-
0
"
6'
-
0
"
23
'
-
3
"
5'
-
2
"
21
'
-
7
"
4'
-
2
"
1'
-
0
"
20'-0"20'-0"20'-0"
1'-4"15'-8"3'-0"3'-0"15'-8"1'-4"1'-4"3'-0"3'-0"15'-8"
4"
5'-2"2'-2"2'-4"8'-0"1'-10"3'
-
4
"
75
8"
1'
-
4
"
6'-8"
REF
DW
1'-0"
WC
PED
LAV
WH
HB
5'-2"2'-2"2'-4"8'-0"1'-10"3'
-
4
"
75
8"
1'
-
4
"
6'-8"
REF
DW
1'-0"
WC
PED
LAV
WH
HB4"4"
HB HB
1'-0"1'-0"4"
5'-2"2'-2"2'-4"8'-0"1'-10"3'
-
4
"
75
8"
1'
-
4
"
6'-8"
REF
DW
1'-0"
WC
PED
LAV
WH
HB
5'-2"2'-2"2'-4"8'-0"1'-10"3'
-
4
"
75
8"
1'
-
4
"
6'-8"
REF
DW
1'-0"
WC
PED
LAV
WH
HB 4"
5'-2"2'-2"2'-4"8'-0"1'-10"3'
-
4
"
75
8"
1'
-
4
"
6'-8"
REF
DW
1'-0"
WC
PED
LAV
WH
HB
5'-2"2'-2"2'-4"8'-0"1'-10"3'
-
4
"
75
8"
1'
-
4
"
6'-8"
REF
DW
1'-0"
WC
PED
LAV
WH
HB
WALL LEGEND
9'-4" HT. CMU WALL
NON-BEARING WALL
20'-4 3/4" HT. CMU WALL
FALL PROTECTION DEVICES
ALL OPERABLE WINDOWS GREATER THAN 72 INCHES ABOVE FINISHED
GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,
WITH CLEAR OPENING HEIGHT BELOW 24 INCHES ABOVE FINISHED FLOOR,
SHALL HAVE WINDOW FALL PROTECTION CONTROL DEVICES. THE WINDOW
OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL
DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE
NET CLEAR OPENING AREA OF THE WINDOW TO LESS THAN MINIMUM SIZE
AND DIMENSIONS REQUIRED FOR EGRESS WHERE APPLICABLE.
Scale: 1/4" = 1'-0"
BUILDING UNITS MAIN FLOOR PLANS
FI
L
E
:
DA
T
E
:
TI
M
E
:
AP
P
R
O
V
E
D
B
Y
CH
E
C
K
E
D
B
Y
DATE
SHEET NO.
PROJ. NO.
DR
A
W
N
B
Y
TH
I
S
S
H
E
E
T
C:
\
U
s
e
r
s
\
d
e
v
i
n
\
A
p
p
D
a
t
a
\
L
o
c
a
l
\
M
i
c
r
o
s
o
f
t
\
W
i
n
d
o
w
s
\
I
N
e
t
C
a
c
h
e
\
C
o
n
t
e
n
t
.
O
u
t
l
o
o
k
\
F
6
B
O
N
V
N
Q
\
M
i
r
a
d
a
6
U
T
o
w
n
h
o
m
e
s
-
T
a
m
p
a
P
l
o
t
2
0
2
5
-
0
3
-
0
3
r
e
l
e
a
s
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t
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c
l
i
e
n
t
(
0
0
3
)
.
d
w
g
DA
T
E
IS
S
U
E
6/
1
9
/
2
0
2
5
3:
2
9
P
M
SC
A
L
E
:
CO
M
M
E
N
T
S
70
0
2
2
n
d
P
l
a
c
e
,
S
u
i
t
e
2
C
/
2
D
Ve
r
o
B
e
a
c
h
,
F
l
o
r
i
d
a
3
2
9
6
0
PH
O
N
E
:
7
7
2
.
2
2
6
.
7
2
8
2
C.
A
.
#
:
3
0
6
9
8
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B
S
I
T
E
:
ww
w
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M
i
l
l
s
S
h
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t
A
s
s
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c
i
a
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e
s
.
c
o
m
SE
E
S
H
E
E
T
9'-2"8'-4"2'-6"
6'-2"4'-0"4'-0"4'-2"3'-8"6'-2"6'-0"5'-10"
4'-0"6'-8"5'-6"3'-10"
4'-2"3'-8"6'-2"6'-0"
4'-0"6'-8"5'-6"3'-10"
4'-2"3'-8"6'-2"6'-0"
3'-10"
4'-2"3'-8"6'-2"6'-0"
4'-0"6'-8"5'-6"3'-10"
6'-2"4'-0"5'-10"4'-0"
9'-2"8'-4"2'-6"3'-0"6'-8"6'-6"
120'-0"
20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"
120'-0"
20'-0"20'-0"20'-0"20'-0"
8'-0"7'-10"12'-2"
12
'
-
8
12"
37
'
-
3
12"
50
'
-
0
"
7'-10"12'-2"
20'-0"20'-0"
7'-10"12'-2"
12
'
-
8
12"
37
'
-
3
12"
50
'
-
0
"
7'-10"12'-2"12'-0"
20'-0"
8'-0"12'-0"
1'
-
4
"
1'
-
4
"
WC
WC
LA
V
.
LA
V
.
LA
V
.
LA
V
.
CT
R
L
HD
32"X60"
SHOWER
32"X60"
TUB
A/C
DRYER WASHER
1'
-
4
"
WC
WC
LA
V
.
LA
V
.
LA
V
.
LA
V
.
CT
R
L
HD32"X60"
SHOWER
32"X60"
TUB
A/C
DRYER WASHER
1'
-
4
"
1'
-
4
"
WC
WC
LA
V
.
LA
V
.
LA
V
.
LA
V
.
CT
R
L
HD
32"X60"
SHOWER
32"X60"
TUB
A/C
DRYER WASHER
1'
-
4
"
WC
WC
LA
V
.
LA
V
.
LA
V
.
LA
V
.
CT
R
L
HD32"X60"
SHOWER
32"X60"
TUB
A/C
DRYER WASHER
1'
-
4
"
1'
-
4
"
WC
WC
LA
V
.
LA
V
.
LA
V
.
LA
V
.
CT
R
L
HD
32"X60"
SHOWER
32"X60"
TUB
A/C
DRYER WASHER
1'
-
4
"
WC
WC
LA
V
.
LA
V
.
LA
V
.
LA
V
.
CT
R
L
HD32"X60"
SHOWER
32"X60"
TUB
A/C
DRYER WASHER
WALL LEGEND
9'-4" HT. CMU WALL
NON-BEARING WALL
20'-4 3/4" HT. CMU WALL
FALL PROTECTION DEVICES
ALL OPERABLE WINDOWS GREATER THAN 72 INCHES ABOVE FINISHED
GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,
WITH CLEAR OPENING HEIGHT BELOW 24 INCHES ABOVE FINISHED FLOOR,
SHALL HAVE WINDOW FALL PROTECTION CONTROL DEVICES. THE WINDOW
OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL
DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE
NET CLEAR OPENING AREA OF THE WINDOW TO LESS THAN MINIMUM SIZE
AND DIMENSIONS REQUIRED FOR EGRESS WHERE APPLICABLE.
Scale: 1/4" = 1'-0"
BUILDING UNITS 2ND FLOOR PLANS
FI
L
E
:
DA
T
E
:
TI
M
E
:
AP
P
R
O
V
E
D
B
Y
CH
E
C
K
E
D
B
Y
DATE
SHEET NO.
PROJ. NO.
DR
A
W
N
B
Y
TH
I
S
S
H
E
E
T
C:
\
U
s
e
r
s
\
d
e
v
i
n
\
A
p
p
D
a
t
a
\
L
o
c
a
l
\
M
i
c
r
o
s
o
f
t
\
W
i
n
d
o
w
s
\
I
N
e
t
C
a
c
h
e
\
C
o
n
t
e
n
t
.
O
u
t
l
o
o
k
\
F
6
B
O
N
V
N
Q
\
M
i
r
a
d
a
6
U
T
o
w
n
h
o
m
e
s
-
T
a
m
p
a
P
l
o
t
2
0
2
5
-
0
3
-
0
3
r
e
l
e
a
s
e
t
o
c
l
i
e
n
t
(
0
0
3
)
.
d
w
g
DA
T
E
IS
S
U
E
6/
1
9
/
2
0
2
5
3:
2
8
P
M
SC
A
L
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:
CO
M
M
E
N
T
S
70
0
2
2
n
d
P
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a
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,
S
u
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t
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2
C
/
2
D
Ve
r
o
B
e
a
c
h
,
F
l
o
r
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d
a
3
2
9
6
0
PH
O
N
E
:
7
7
2
.
2
2
6
.
7
2
8
2
C.
A
.
#
:
3
0
6
9
8
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B
S
I
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:
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w
.
M
i
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S
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s
.
c
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SE
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S
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W
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A
N
D
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24-1980
1/29/2025
DC
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TI
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SC
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No. 74145
J A M E S W . MIL
L
S
SITE LOCATION MAP
SCALE: N.T.S
SITE VICINITY MAP
SCALE: N.T.S
SITE LOCATION
US H
W
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-
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ZONING: RS-10
LU: R-LOW DEN.
ZONING: RM-8
LU: R- MED DEN.
ZONING: RS-10
LU: R-LOW DEN.
ZONING: PS
LU: INSTITUTIONAL
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ZONING: CL
LU: COM LIMITED
ZONING: RS-10
LU: R-LOW DEN.
SCHUMANN DR
CIVIL ENGINEER
MILLS, SHORT & ASSOCIATES
700 22ND PLACE, SUITE 2C/2D
VERO BEACH, FLORIDA 32960
PHONE: (772) 226-7282
EMAIL: WMILLS@MILLSSHORTASSOCIATES.COM
HAWK'S LANDING
RESIDENTIAL SUBDIVISION
SEBASTIAN
INDIAN RIVER COUNTY,
FLORIDA
LANDSCAPE ARCHITECT
McCARTY & ASSOCIATES
309 OSCELO STREET, SUITE 104
STUART, FLORIDA 34994
PHONE: (772) 341-9322
EMAIL: MIKE@MCCARTYLANDPLANNING.COM
TRAFFIC ENGINEER
MACKENZIE ENGINEERING AND PLANNING, INC.
1172 SW 30TH ST. SUITE 500
PALM CITY, FL 34990
PHONE: (772) 286-8030
EMAIL: SHAUN@MACKENZIEENGINEERINGINC.COM
SHEET INDEX:
G-1 TITLE SHEET
G-2 GENERAL NOTES
G-3 GENERAL NOTES
C-1 EXISTING CONDITIONS
C-2.1 HORIZONTAL CONTROL
C-2.2 PRELIMINARY PLAT
C-2.2 HORIZONTAL CONTROL DETAILS
C-3 GRADING AND DRAINAGE PLAN
C-4.1 PAVING, GRADING, AND DRAINAGE DETAILS
C-4.2 PGD CROSS SECTIONS
C-4.3 ENTRANCE PAVING, GRADING AND DRAINAGE
C-5 UTILITY PLAN
C-6.1 UTILITY DETAILS - WATER
C-6.2 UTILITY DETAILS - SEWER
C-6.3 UTILITY DETAILS - SEWER
C-7.1 UTILITY PROFILES
C-7.2 UTILITY PROFILES
C-7.3 UTILITY PROFILES
C-8 STORMWATER POLLUTION AND PREVENTION PLAN
C-9 STORMWATER POLLUTION AND PREVENTION DETAILS
L-1 LANDSCAPE PLAN & LANDSCAPE DATA
L-2 LANDSCAPE PLAN
L-3 LANDSCAPE PLAN
L-4 LANDSCAPE PLAN
L-5 LANDSCAPE PLAN
L-6 LANDSCAPE SPECIFICATIONS, DETAILS, & NOTES
L-7 TREE MANAGEMENT PLAN
L-8 TREE MANAGEMENT PLAN
L-9 TREE MANAGEMENT PLAN
IR-1 IRRIGATION INDEX
IR-2 IRRIGATION PLAN
IR-3 IRRIGATION PLAN
IR-4 IRRIGATION PLAN
IR-5 IRRIGATION PLAN
IR-6 IRRIGATION PLAN
IR-7 IRRIGATION PLAN
IR-8 IRRIGATION DETAILS
EL1 LIGHTING PHOTOMETRIC PLAN
EL2 LIGHTING PHOTOMETRIC PLAN
CONSTRUCTION DRAWINGS
FOR
PROJECT TEAM:
SURVEYOR
KMA ENGINEERING AND SURVEYING, LLC
1176 25TH STREET
VERO BEACH, FLORIDA 32960
PHONE: (772) 569-5505
EMAIL: BLAINEB@KMAFL.COM
ENVIRONMENTAL
ADVANCED RESTORATION ECOLOGY
2593 NE ROBERTA ST.
JENSEN BEACH, FL 34957
PHONE: (772) 242-7200
EMAIL: DREW.GATEWOOD@GMAIL.COM
SECTION: 19 TOWNSHIP: 31S RANGE: 39E
OWNERS REPRESENTATIVE
TERRA SOLO GROUP
815 ESTANCIA WAY
BOYNTON BEACH, FLORIDA 33435
PHONE: (727) 514-0788
EMAIL: DANTE@TERRASOLOGROUP.COM
OWNERS/APPLICANT:
OWNER
ST. LUCIE DEVELOPMENT CORP.
226 OCEAN WAY
VERO BEACH, FLORIDA 34981
PHONE: (772) 501-3296
APPLICANT
FURETHORN INC.
2500 VIRGINA AVE.
FORT PEIRCE, FLORIDA 34981
PHONE: (561) 320-9812
EMAIL: INFO@FIRETHORNBUILT.COM
JURISDICTIONAL PERMITS:
CITY OF SEBASTIAN PRELIMINARY PLAT
CITY OF SEBASTIAN LAND CLEARING PERMIT
CITY OF SEBASTIAN RIGHT-OF-WAY PERMIT
INDIAN RIVER COUNTY UTILITY CONNECTION PERMIT
FDEP DOMESTIC WATER CONNECTION PERMIT
FDEP WASTEWATER CONNECTION PERMIT
ST.JOHNS WATER MANAGEMENT DISTRICT ERP
CITY OF SEBASTIAN DEWATERING PERMIT
CITY OF SEBASTIAN IRRIGATION PERMIT
INITIAL SUBMITTAL: MARCH 2025
REVISED SUBMITTAL #1: JUNE 2025
REVISED SUBMITTAL #2: AUGUST 2025
SUBMITTAL DATE:
PRELIMINARY PLAT / SITE CONSTRUCTION
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this document
Date: 2025.10.28 18:31:55-04'00'
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No. 74145
J A M E S W . MIL
L
S
GENERAL NOTES:
1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST JURISDICTIONAL STANDARDS AND FDOT.
2.PAVEMENT STRIPING TO BE IN ACCORDANCE WITH JURISDICTIONAL SPECIFICATIONS AND WITH THE FLORIDA D.O.T. ROADWAY & TRAFFIC STANDARDS,
CURRENT EDITION.
3.ALL TRAFFIC CONTROL SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
4.WHERE MUCK OR OTHER ORGANIC MATERIAL IS FOUND, IT SHALL BE REMOVED AND REPLACED WITH QUALITY BACKFILL MATERIAL OBTAINED FROM THE
GRADING OPERATIONS OR OTHER SOURCE APPROVED BY THE ENGINEER. THE ORGANIC MATERIAL SHALL BE THEN USED AS TOP DRESSING WHEN MIXED
WITH CLEAN SANDY SOIL.
5.THE CONTRACTOR SHALL NOTIFY JURISDICTIONAL PUBLIC WORKS DIVISION AND MILLS, SHORT & ASSOCIATES AT LEAST ONE WEEK BEFORE
COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR SHALL OBTAIN AN FDOT R/W PERMIT PRIOR TO COMMENCING WORK WITHIN FDOT
RIGHT-OF-WAY'S.
6.CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT
LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS.
9.NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.
10.CONTRACTOR SHALL SUPPLY DENSITY TEST TO ENGINEER ON ALL SUB-GRADE AND BASE. TEST SHALL BE PREPARED PER AASHTO T-180 METHOD.
11.SLOPE GRADES FROM ELEVATIONS SHOWN TO THE EXISTING GRADE AT PROPERTY LINE.
12.CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 72 HOURS IN ADVANCE FOR ANY INSPECTIONS.
13.ANY EXISTING FLOW WELLS SHALL BE PLUGGED AS PART OF SITE DEVELOPMENT.
14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE
CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR
SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER
DELETERIOUS MATERIAL.
15.EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND
UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES
IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR
SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE
OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO
SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION
OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.
16.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR
NEAR THE CONSTRICTION AREA BEFORE COMMENCING WORK.
17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION.
PAVING AND DRAINAGE NOTES:
1.PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCE BETWEEN CENTERLINES OF DRAINAGE STRUCTURES.
2.DITCH BOTTOM AND CONTROL STRUCTURE INLET GRATES SHALL BE SECURED WITH CHAIN AND EYEBOLT.
3.FIVE (5) FEET OF SOD IS REQUIRED AROUND ALL DITCH BOTTOM INLETS, MANHOLES, HEADWALLS AND MITERED END SECTIONS.
4.TOP ELEVATIONS OF MANHOLES IN GRASSED AREAS SHALL BE LOCATED AT FINISHED GRADE ELEVATION.
5.AS AN ALTERNATIVE, CONTRACTOR MAY USE ALTERNATIVE PIPE MATERIALS IN LIEU OF THOSE SPECIFIED IN THE CONSTRUCTION DOCUMENTS. HOWEVER,
CONTRACTOR MUST RECEIVE APPROVAL OF ALTERNATIVE PIPE MATERIALS IN WRITING BY THE CONTROLLING JURISDICTION AND MILLS, SHORT &
ASSOCIATES PRIOR TO CONSTRUCTION.
6.STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. TOP SOIL WHICH HAS BEEN STRIPPED AND STOCK PILED DURING THE
COURSE OF CONSTRUCTION SHALL BE REDISTRIBUTED ON ALL REGRADED SURFACES SO AS TO PROVIDE AT LEAST FOUR INCHES OF EVEN COVER TO ALL
DISTURBED AREAS OF THE DEVELOPMENT AND SHALL BE STABILIZED BY SEEDING OR PLANTING.
7.ALL DISTURBED AREAS WITH SLOPES UP TO 6:1 SHALL BE SEEDED AND MULCHED. SLOPES STEEPER THAN 6:1 SHALL BE SODDED AND SLOPES 3:1 OR
STEEPER SHALL HAVE THE SOD PEGGED.
8.SEE TABLE 2.0 ON SHEET G-3 FOR REQUIRED STORM PIPE COVER BENEATH AN UNPAVED SECTION, RIGID PAVEMENT, AND FLEXIBLE PAVEMENT.
9.THE TABULATED VALUES ARE RECOMMENDED MINIMUM DIMENSIONS TO WITHSTAND ANTICIPATED HIGHWAY TRAFFIC LOADS. ADDITIONAL COVER MAY BE
REQUIRED TO SUPPORT CONSTRUCTION EQUIPMENT LOADS OR HIGHWAY TRAFFIC LOADS BEFORE PAVEMENT IS COMPLETED. SOME SIZE THICKNESS
COMBINATIONS MAY REQUIRE MINIMUM COVER GREATER THAN THOSE LISTED ABOVE. SEE FDOT ROADWAY & TRAFFIC STANDARDS, CURRENT EDITION.
10.ALL RCP STORM WATER PIPE SHALL MEET THE COVER & CLASS CRITERIA AS OUTLINED IN FDOT ROADWAY & TRAFFIC STANDARDS, CURRENT EDITION.
11.ALL STORM PIPE JOINTS SHALL BE WRAPPED AS SPECIFIED IN FDOT ROADWAY & TRAFFIC STANDARDS, CURRENT EDITION.
12.THE LAST FOOT OF STORM WATER POND SHALL NOT BE EXCAVATED UNTIL ALL DISTURBED AREAS ARE STABILIZED.
13.ANY FILL MATERIAL MUST BE APPROVED BY ENGINEER IN WRITING PRIOR TO PLACEMENT.
14.SIGNIFICANT CARE MUST BE TAKEN WHEN GRADING RETENTION PONDS TO ENSURE THAT POND BOTTOMS DO NOT BECOME COMPACTED DURING
CONSTRUCTION OR SEALED BY CONSTRUCTION SEDIMENT. IF SEDIMENTATION OR COMPACTION OF A POND BOTTOM OCCURS, IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RESTORE THE DESIGN HYDRAULIC CONDUCTIVITY.
15.THE SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD), REQUIRES ALL PROPERTY OWNERS TO PERFORM A STORMWATER SYSTEM
INSPECTION TO ASSURE THE PONDS, INLETS, AND PIPES ON SITE ARE BEING WELL-MAINTAINED (E.G., PROPERLY MOWED AND CLEAR OF DEBRIS). THE
INTENT IS TO GUARANTEE THAT CONTAMINATED RAIN RUN-OFF FROM THE PROPERTY WILL NOT ADVERSELY AFFECT THE SURROUNDING AREA.
16.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN COUNTY'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY
SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR FDOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR
COUNTY REGULATIONS.
17.ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED.
18.TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT
DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.
19.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY
RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.
20.ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN.
21.ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE
DRAWINGS.
22.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT.
23.THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION UNTIL ACCEPTANCE OF THE
PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO
PROVIDE POSITIVE DRAINAGE FLOWS.
24.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE
OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION.
25.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE
EVENT THAT THE CONTRACTOR DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS AS NOT IN AGREEMENT, THE MOST STRINGENT SHALL
GOVERN.
26.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS
SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS
DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN.
27.ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL):1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN.
28.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND
SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING
REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.
29.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORMWATER PIPING PER MANUFACTURER'S RECOMMENDATIONS.
SANITARY SEWER NOTES:
1.ALL MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH JURISDICTIONAL MANUAL OF STANDARD SPECIFICATIONS FOR WASTEWATER
CONSTRUCTION.
2.ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER.
3.PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERLINE.
4.ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER, UNLESS SPECIFIED OTHERWISE ON PLANS.
5.INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE
INVERT.
6.MINIMUM AS BUILT 8" PVC SEWER LINE SLOPE WILL BE 0.40% MINIMUM SLOPE OR WILL BE RELAID BY CONTRACTOR TO MEET THE MINIMUM SLOPE
REQUIREMENT AT NO ADDITIONAL COST.
7.MARK LATERALS WITH 4" X 4" X 8' PT POST PAINTED GREEN ON END.
8.PIPE MATERIAL IS ASTM D3034, SDR-26 UNLESS OTHERWISE NOTED.
9.A MINIMUM OF 1.00% SLOPE SHALL BE MAINTAINED ON THE SANITARY SEWER SERVICE LATERALS. AT NO TIME SHALL A SANITARY SEWER LATERAL HAVE A
SLOPE OF 15% OR GREATER.
10.SANITARY SEWER GRAVITY MAINS ARE TO BE UPGRADED IN MATERIAL TO WATER MAINS STANDARDS AND HYDROSTATICALLY PRESSURE TESTED WITH
WATER TO ENSURE JOINT TIGHTNESS IF EITHER OF THE HORIZONTAL OR VERTICAL MINIMUM REQUIRED CLEARANCE FROM A WATER MAIN CANNOT BE
MAINTAINED OR IF THE SEWER MAIN IS ABOVE THE WATER MAIN.
11.LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT:
A.THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF
THE SYSTEM.
B.EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET.
C.AIR TESTS, AS MINIMAL, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE AND FOR
OTHER MATERIALS APPROPRIATE TEST PROCEDURES, AIR TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, CONFORMS TO THE TEST
PROCEDURES DESCRIBED IN ASTM C-1244.
12.DEFLECTION TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES, CHAPTER 33.85, FOR
ALL GRAVITY SANITARY SEWER LINES. TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION
OF THE SOIL-PIPE SYSTEM. TESTING REQUIREMENTS SPECIFY:
A.NO PIPE SHALL EXCEED A DEFLECTION OF 5%.
B.USING A RIGID BALL OR MANDREL FOR THE PIPE DEFLECTION TESTS WITH A DIAMETER NOT LESS THAN 95% OF THE BASE INSIDE DIAMETER OR
AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX. TO WHICH THE
PIPE IS MANUFACTURED.
C.PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES.
WATER MAIN CONSTRUCTION NOTES:
1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH AWWA STANDARDS AS WELL AS THE UTILITY PROVIDERS MANUAL OF STANDARDS
AND SPECIFICATIONS FOR WATER MAIN CONSTRUCTION.
2.SEPARATION REQUIREMENTS (SEE TABLE 1.0-UTILITY SEPARATIONS ON SHEET G-3)
2.1.HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS, SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS,
RECLAIMED WATER PIPELINES AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS:
2.1.1.NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST 3' BETWEEN THE OUTSIDE
OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN OR PIPELINE CONVEYING
RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
2.1.2.NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST 3' AND PREFERABLY 10'
BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER.
2.1.3.NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST 6' AND PREFERABLY 10'
BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY
SEWER, WASTEWATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C.,
THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO 3'
WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST 6' ABOVE THE TOP OF THE SEWER.
2.2.VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS
OR RECLAIMED WATER PIPELINES:
2.2.1.NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY GRAVITY OR VACUUM-TYPE SANITARY SEWER PIPE SHALL BE LAID SO THE
OUTSIDE OF THE WATER MAIN IS AT LEAST 6" AND PREFERABLY 12" ABOVE OR AT LEAST 12" BELOW THE OUTSIDE OF THE OTHER PIPE. IT IS
PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
2.2.2.NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER
OR STORM WATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAINS IS AT LEAST
12" ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
2.2.3.AT THE UTILITY CROSSINGS DESCRIBED IN THE ABOVE PARAGRAPHS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR
BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH
CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 3' FROM ALL JOINTS IN VACUUM-TYPE SANITARY
SEWERS, STORM SEWERS, STORM WATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER
62-610, F.A.C., AND AT LEAST 6' FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE
CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
2.3.NO WATER MAIN SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF A SANITARY SEWER MANHOLE OR A STORM SEWER MANHOLE.
2.4.NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST 3' FROM ANY EXISTING
OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER
62-610, F.A.C., AT LEAST 3' BUT PREFERABLY 10' FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER
FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. AND AT LEAST 10' FROM ANY
EXISTING OR PROPOSED ON-SITE SEWAGE TREATMENT OR DISPOSAL SYSTEM AS DEFINED IN SECTION 381.00652(2), F.S. AND RULE 64E-6.002, F.A.C.
2.5.EXCEPTIONS/MITIGATION:
ADHERENCE TO THE ABOVE CONSTRAINTS AND SEPARATIONS IN THE ABOVE ITEMS SHALL BE COMPLIED WITHOUT EXCEPTION. IF FOR SOME
REASON WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE THAT THE ABOVE ITEMS CANNOT BE COMPLIED WITH,
CONTRACTOR IS TO STOP WORK AND NOTIFY THE ENGINEER OF RECORD FOR THE APPROPRIATE SOLUTION. THE SOLUTION WILL BE SUBMITTED
TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR APPROVAL PRIOR TO WORK COMMENCEMENT.
3.PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AND MAINS.
4.DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED THOSE RECOMMENDED BY THE PIPE MANUFACTURER.
5.ALL GATE VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IRON VALVE BOX WITH COVER, WITH THREADED EXTENSION WHERE NEEDED.
6.ALL PUBLIC WATER SYSTEMS COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT SHALL BE INSTALLED UNDER THIS PROJECT, AND THAT SHALL COME INTO
CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF INTERNATIONAL STANDARD 61 AND SHALL BE MARKED WITH NSF SEAL OF APPROVAL.
7.ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED MARKED IN ACCORDANCE WITH SUBPARAGRAPHS
62-555.320(21)(b)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. ALL DUCTILE IRON WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE
LOCATED WITHIN THE TOP 90 DEGREES OF THE PIPE. SAID STRIPE SHALL BE A MINIMUM 2 INCHES IN WIDTH AND SHALL BE BLUE IN COLOR IF PAINT IS
USED INSTEAD OF TAPE. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT APPLICATION. FOR PIPE WITH AN INTERNAL DIAMETER OF
24" OR GREATER , TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS LINES A LONG EACH SIDE OF THE PIPE AS WELL AS A LONG THE TOP OF THE PIPE.
8.ALL NON-METALLIC WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 14 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE
PIPE FOR LOCATION PURPOSES . SEE STANDARD DRAWINGS. IN ADDITION, ALL PVC WATER MAINS SHALL BE A SOLID BLUE COLOR.
9.MARK DRINKING WATER SERVICES WITH A 4" X 4" X 8' PT POST PAINTED BLUE ON END.
10.PIPE MATERIALS: ALL PIPES, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER
THIS PROJECT SHALL CONFORM TO APPLICABLE AWWA STANDARDS.
A.PVC WATER MAINS 4 INCHES TO 12 INCHES SHALL BE IN ACCORDANCE WITH AWWA C900, LATEST EDITION AND SHALL BE DR18. PVC WATER MAINS 14
INCHES TO 36 INCHES SHALL BE IN ACCORDANCE WITH AWWA C905, LATEST EDITION AND SHALL BE DR18. PVC PIPES LESS THAN 4 INCHES ARE NOT
ALLOWED INTHE UTILITY PROVIDERS. IN OTHER JURISDICTIONS, THEY SHALL BE IN ACCORDANCE WITH ASTM D1785 (SCHEDULE 40, 80, 120) OR ASTM
D2241 SDR 21. MINIMUM WORKING PRESSURE FOR ALL PVC SHALL BE 150 PSI. ALL PVC PIPE SHALL HAVE THE SAME O.D. AS DUCTILE IRON PIPE. PVC PIPE
JOINTS SHALL BE IN ACCORDANCE WITH ASTM D3139 AND AWWA STANDARDS.
B.DUCTILE IRON PIPE SHALL CONFORM TO ANSI A21.51/AWWA C151 AND SHALL BE A MINIMUM OF CLASS 50. DUCTILE IRON JOINTS SHALL BE IN
ACCORDANCE WITH ANSI A21.11 AND AWWA C111.
C.ALL SERVICES SHALL BE POLYETHYLENE TUBING, CLASS 160 AND SHALL BE IN ACCORDANCE WITH AWWA C901.
11.WATER MAIN CONNECTION SHALL BE MADE UNDER THE SUPERVISION OF THE UTILITIES DIVISION. ALL VALVES SHALL BE OPERATED BY PERSONNEL ONLY.
WATER MAINS ARE TO BE DISINFECTED PER ANSIWWA C651-92 AND UTILITIES DIVISION MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER
AND WATER MAIN CONSTRUCTION SECTION 51.6 WHICH INCLUDES A FULL FLUSH.
12.ALL VALVES SHALL BE LOCATED IN NON PAVED AREAS, UNLESS SPECIFIED ON PLANS.
13.FIRE HYDRANT LEADS SHALL HAVE A MINIMUM INSIDE DIAMETER OF 6" AND SHALL INCLUDE AN AUXILIARY VALVE.
14.IF AGGRESSIVE SOIL CONDITIONS ARE FOUND DURING CONSTRUCTION, WATER MAINS SHALL BE PROTECTED THROUGH THE USE OF CORROSION
RESISTANT MATERIALS. THROUGH ENCASEMENT OF THE WATER MAINS IN POLYETHYLENE, OR THROUGH PROVISION OF CATHODIC PROTECTION.
15.ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS
PROJECT SHALL CONTAIN NO MORE THAN 0.2% LEAD.
16.WHERE NEW OR ALTERED DEAD-END WATER MAINS INCLUDED IN THIS PROJECT CANNOT BE AVOIDED, THEY SHALL BE PROVIDED WITH A FIRE FLUSHING
HYDRANT OR BLOW-OFF FOR FLUSHING PURPOSES.
17.ALL FIRE HYDRANTS THAT WILL BE INSTALLED UNDER THIS PROJECT SHALL BE LOCATED AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED
STORM SEWER, STORM WATER FORCE MAIN, PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., OR
VACUUM-TYPE SANITARY SEWER; AT LEAST SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER
FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62.610, F.A.C.
18.WATER SERVICES ARE TO TERMINATE 1' OUTSIDE ROW ALONG THE PROPERTY LINE.
19.PROPOSED FIRE HYDRANTS CONNECTED TO THE POTABLE WATER MAIN, FOR THIS PROJECT, SHALL BE PAINTED PER JURISDICTION. FIRE HYDRANTS
CONNECTED TO THE DESIGNATED FIRE LINE SHALL BE PAINTED PER JURISDICTION.
20.ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH
62-555.320(21)(b)3,F.A.C. USING BLUES AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WILL BE SOLID-WALL BLUE PIPE, WILL HAVE A
CO-EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE-STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND
UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPED APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE
WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS
AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING
INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS
LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN
CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE
COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) [FAC 62-555.320(21)(b)3]
21.THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES WILL BE EXTENDED TO AT LEAST ONE FOOT ABOVE GRADE AND WILL BE
PROVIDED WITH A SCREENED, DOWNWARD-FACING ELBOW. [FAC 62-555.320(21)(b)3, AND RSWW.8.4.2]
22.A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS
AROUND UNDERGROUND PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA
STANDARDS OR MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX
INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE. [FAC 62-555.320(21)(b)3, AND RSWW.8.5.2]
23. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS WILL BE PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. [FAC
62-555.320(21)(b)3, AND RSWW.8.5.4]
24.NEW OR ALTERED WATER MAIN INSTALLATION AND PRESSURE AND LEAKAGE TESTING, SHALL BE PROVIDED IN ACCORDANCE WITH APPLICABLE AWWA
STANDARDS. PVC WATER MAIN INSTALLATION AND TESTING SHALL CONFORM TO AWWA C605. DUCTILE IRON WATER MAIN INSTALLATION AND TESTING
SHALL CONFORM TO AWWA C600.
25.NEW OR ALTERED WATERMAINS, INCLUDING FIRE HYDRANT LEADS AND SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM
AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, SHALL BE DISINFECTED AND BACTERIOLOGICALLY TESTED IN ACCORDANCE WITH
AWWA C651.
26.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED AND IN-SERVICE PRIOR TO
COMMENCING CONSTRUCTION WORK ON ANY STRUCTURE. NFPA 1:16.5.3.1.3.
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:31:38-04'00'
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No. 74145
J A M E S W . MIL
L
S
FORCE MAIN NOTES:
1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH THE UTILITY PROVIDERS MANUAL OF STANDARDS AND SPECIFICATIONS FOR FORCE
MAIN CONSTRUCTION.
2.PIPE LENGTHS SHOWN IN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AND MAINS.
3.DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED THOSE RECOMMENDED BY THE PIPE MANUFACTURER.
4.VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IRON VALVE BOX WITH COVER, THREADED EXTENSIONS WHERE NEEDED, UNLESS OTHERWISE
NOTED.
5.ALL PVC FORCE MAIN SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS, MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION
FOUNDATION (NSF).
6.ALL NON-METALLIC FORCE MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 14 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE
PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS. IN ADDITION, ALL PVC FORCE MAINS SHALL BE EITHER A SOLID GREEN COLOR OR WHITE
WITH GREEN LETTERING. ALL LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE. LETTERING SHALL READ AS
IS ACCEPTABLE FOR THE INTENDED USE.
7.HYDROSTATIC & LEAKAGE TESTING OF THE FORCE MAIN SHALL BE DONE IN ACCORDANCE WITH THE AWWA STANDARDS. HYDROSTATIC TESTING TO BE
DONE IN ACCORDANCE WITH AWWA C-600.
8.PIPE MATERIALS:
PVC - SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARDS C900., LATEST EDITION. THE PVC SHALL HAVE A MINIMUM WORKING
PRESSURE OF 100 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 25 UNLESS OTHERWISE NOTED. PIPE SHALL BE THE SAME O.D. AS DUCTILE IRON
PIPE. PVC JOINT- SHALL BE IN ACCORDANCE WITH ASTM D3139. DUCTILE IRON JOINT- SHALL BE IN ACCORDANCE WITH ANSI A21.11 AND AWWA C111.
9.AIR RELEASE VALVES SHALL BE REQUIRED AT ALL HIGH POINTS IN THE PROPOSED FORCE MAIN, AS SHOWN ON PLANS. HIGH POINTS IN THE FORCE MAIN
ARE DEFINED AS A CHANGE IN ELEVATION TWICE THE DIAMETER OF THE PIPE.
10.ALL FORCE MAINS TO BE CONSTRUCTED WITH A MINIMUM OF 3' FEET OF COVER.
11.TESTING OF THE SEWAGE COLLECTION SYSTEM IS AS FOLLOWS:
A.ALL GRAVITY SEWER MAINS REQUIRE LOW PRESSURE AIR TESTING IN ACCORDANCE WITH THE LATEST UNI-BELL STANDARD FOR LOW PRESSURE AIR
TESTS. AIR TEST, AS A MINIMUM, SHALL CONFORM TO THE TEST PROCEDURES DESCRIBED IN ASTM SPECIFICATIONS, ASTM F1417 FOR PLASTIC PIPE.
B.ALL MANHOLES SHALL BE INSPECTED FOR INFILTRATION, ALIGNMENT, FLOW CHANNEL CONSTRUCTION AND COAL TAR EPOXY PAINT THROUGHOUT.
C.HYDRO-STATIC TESTS CONSISTING OF A HYDROSTATIC PRESSURE TEST AND HYDROSTATIC LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY
INSTALLED SEWER FORCE MAIN SYSTEM PRESSURE PIPES AND APPURTENANCES IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. THE
PRESSURE SHALL BE 150 PSI FOR TWO (2) HOURS.
D.DEFLECTION TESTS ARE REQUIRED FOR ALL FLEXIBLE PIPE EXCLUDING FORCE MAINS. TESTS SHALL BE PERFORMED WITHOUT MECHANICAL PULLING
DEVICES.D MEASURED FROM THE INTERFACE TO THE CONCRETE CURB AND PAVEMENT SURFACE UNLESS OTHERWISE NOTED.
AS-BUILT NOTES:
1.THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
RECORDING INFORMATION ON THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. RECORD DRAWINGS SUBMITTED TO THE
ENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS.
A.DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.
B.DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND STORM DRAINAGE, WATER, REUSE AND WASTEWATER PIPING
AND RELATED APPURTENANCES. ALL PIPING LOCATIONS INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL
BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL,
CLASS, ETC.
C.DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER.
D.DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS, BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING
RELOCATION SHALL BE CLEARLY SHOWN.
E.LOCATION OF ALL INLETS AND MANHOLES, HYDRANTS, VALVES AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT
LEAST TWO PREFERABLY THREE PERMANENT POINTS.
F.DIMENSIONS BETWEEN ALL INLETS AND MANHOLES SHALL BE VERIFIED AND SHOWN. THE INVERTS AND GRADE ELEVATIONS OF ALL INLETS, CONTROL
STRUCTURES AND MANHOLES SHALL BE SHOWN.
G.CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY FOR POND GRADING. SPOT ELEVATIONS SHALL BE TAKEN AT TOP OF BANK, POND BOTTOM, AND ALL
GRADE BREAKS AT 50' INTERVALS.
H.DRAWINGS SHALL CLEARLY INDICATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN WATER MAIN AND STORM DRAINAGE/SANITARY
SEWER/RECLAIM WATER MAINS AT POINTS OF CROSSING IN ACCORDANCE WITH FDEP CRITERIA.
I.WHERE THE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCE MAIN AND RECLAIMED WATER), THE CERTIFIED AS-BUILT
DRAWINGS SHALL CLEARLY INDICATE THE CONSTRUCTED ELEVATIONS IN SUCH A WAY THAT THE VERTICAL SEPARATION BETWEEN THE WATER MAIN
AND OTHER UTILITIES MAY BE VERIFIED BY THE ENGINEER. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING
AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER.
J.WHERE THE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCE MAIN AND RECLAIMED WATER), THE CERTIFIED AS-BUILT
DRAWINGS SHALL CLEARLY INDICATE THE LOCATIONS OF PIPE JOINTS IN SUCH A MANNER AS TO DEMONSTRATE THE PIPE IS CENTERED AT ALL THE
CROSSING, FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL
COST TO THE OWNER.
2.EACH SHEET OF THE PLANS SHALL BE SIGNED, SEALED AND DATED BY REGISTERED SURVEYOR WITH A NOTE READING "THESE AS-BUILT DRAWINGS
ACCURATELY DEPICT THE ACTUAL IMPROVEMENTS AS CONSTRUCTED".
CLEARANCES:
1.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING 90 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR
CERTIFICATION OF COMPLETION APPROVAL DATE.
2.THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SIGNED AND SEALED AS-BUILTS OF ALL UTILITY IMPROVEMENTS, PRESSURE TESTS,
BACTERIOLOGICAL TESTS, AND ANY OTHER INFORMATION NECESSARY FOR THE CLEARANCE APPROVALS WITH F.D.E.P. AND THE LOCAL UTILITY
PROVIDER. THIS INFORMATION SHALL BE PROVIDED TO THE ENGINEER 60 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR
CERTIFICATION OF COMPLETION APPROVAL DATE.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SIGNED AND SEALED AS-BUILTS OF ALL STORM WATER SYSTEM IMPROVEMENTS AND ANY
OTHER INFORMATION NECESSARY FOR THE CLEARANCE APPROVALS AND THE LOCAL UTILITY PROVIDER. THIS INFORMATION SHALL BE PROVIDED TO THE
ENGINEER 60 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR CERTIFICATION OF COMPLETION APPROVAL DATE.
DEMOLITION NOTES:
1.ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER.
2.REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS
OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE
REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE
REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE
FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID
ITEMS.
TABLE 1.0 - UTILITY SEPARATION
TABLE 2.0 - STORM PIPE COVER
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:31:20-04'00'
LOT 14
ZONING: RS-10
OWNER: DECKER-EGITTO
BARBARA
LOT 13
ZONING: RS-10
OWNER: BAITA
GEORGE A
LOT 12
ZONING: RS-10
OWNER:CARDENAS-CARDOSO
EDUARDO
LOT 14
ZONING: RS-10
OWNER: NARDA
GISELLA
LOT 10
ZONING: RS-10
OWNER: LOPEZ
MANUEL J & ANA
LOT 9
ZONING: RS-10
LOPEZ MANUEL JAIME
& ANA
LOT 8
ZONING: RS-10
OWNER: CHEVALIER
DAVID
LOT 7
ZONING: RS-10
OWNER: CHEVALIER
DAVID R & CHERYL A
LOT 6
ZONING: RS-10
OWNER: HANNAH
JEFFRY CARL
LOT 5
ZONING: RS-10
OWNER: PERRYMAN
MANDY
LOT 4
ZONING: RS-10
OWNER: RULLO MARY
JOAN & ANTHONY J
LOT 3
ZONING: RS-10
OWNER: BOGNER
MEGAN
LOT 2
ZONING: RS-10
OWNER: KURLE PAUL D
LOT 1
ZONING: RS-10
OWNER: AUER FRANK
& BRENDA
LOT 1
ZONING: RS-10
OWNER: GIAMBANCO CROCE
(TRS)
LOT 30
ZONING: RS-10
OWNER: BUCKLEY
GEORGE & MONA
AREA NOT INCLUDE AS PART
OF BOUNDARY SURVEY
AREA NOT INCLUDE AS PART
OF BOUNDARY SURVEY
HA
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1/29/2025
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No. 74145
J A M E S W . MIL
L
S
Feet
12060030
1" = 60'
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this document
Date: 2025.10.28 18:31:02-04'00'
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
INVERT
EL.=14.41'
24" PLASTIC PIPE
INVERT
EL.=13.21'
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
S00 00'00"W 1,257.55'(B.B.)
N00 00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
S
S
SS
S S
S
S
SS
S S
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80
'
55
'
PR
O
P
O
S
E
D
4-U
N
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D
W
E
L
L
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120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
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O
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E
D
6-
U
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D
W
E
L
L
I
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120'
55'
PR
O
P
O
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E
D
6-
U
N
I
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D
W
E
L
L
I
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G
120'
55'
PR
O
P
O
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E
D
6-
U
N
I
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D
W
E
L
L
I
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55'
PR
O
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E
D
6-
U
N
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D
W
E
L
L
I
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PROPOSED
AMENITY CENTER
EXISTING SWALE
DRAINAGE GRATE
TYPE "C" INLET (TYP.)
L
=
1
0
9
.
3
3
'
1 8
.851 2
.0
R
R49'
R51'
25' LANDSCAPE BUFFER 25' LANDSCAPE BUFFER
L
=
4
8
.
4
0
'
L
=
2
2
5
.
0
0
'
1 1 7.8
1 '
7
5' R
1 1 7 .8 1 '
75' R
L = 1032.55'
L = 1182.21'
DRAINAGE GRATE
TYPE "C" INLET (TYP.)
PROP. BENCHES FOR
REC. AREA USE (TYP.)
L
=
2
2
5
.
0
0
'
L
=
7
3
.
7
8
'
L
=
2
0
2
.
7
8
'
L
=
1
5
6
.
4
3
'
REFER TO ENTRANCE DETAIL
ON SHEET C-2.1.2
PROP. BENCHES FOR
REC. AREA USE (TYP.)
50.0'
R/W
24.0'
1 5
7
.0
7 '
1 0
0 ' R
5
1.78 '5
0' R
6 7 .8 0'
4 0'R
1 5 7.0 6 '
1 0 0' R
1 8
.
85'1 2
'R
1 8.8 5'
1 2'R
1 8.85'
1 2'R
R27'
R27'
R27'
R27'
5' STABILIZED SHOULDER
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
PROP. 4' RECREATIONAL
MULCH TRAIL (TYP.)
SECONDARY ENTRANCE
TRACT JJ
±5,894 (0.14 AC)
MAIN ENTRANCE
TRACT II
±5,654 (0.13 AC)
PROP. BENCHES FOR
REC. AREA USE (TYP.)
20.0'
9.5'
12.0'
20.0'
5.0'
23.7'
MIN.
9.0'
12.0'
20.0'
5.0'
PROP. BENCHES,
TRASH CAN & BAG
PROP. BENCHES,
TRASH CAN & BAG
FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50
FFE = 23.00FFE = 23.50FFE = 23.50
FFE = 23.50FFE = 23.50FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50
FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50
FFE
=
2
3
.
5
0
FF
E
=
2
3
.
0
0
FF
E
=
2
3
.
0
0
FF
E
=
2
3
.
5
0
FF
E
=
2
3
.
5
0
C.E. = 16.00
TOB. = 20.50
C.E. = 16.00
TOB = 20.50
C.E. = 16.00
TOB. = 20.50
FFE = 23.50
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
9.0'22.0'
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
HA
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1/29/2025
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C-2.1
A.30" R1-1, HI-INTENSITY STOP SIGN w/ D3 STREET
NAME
B.CROSS-WALK PER FDOT INDEX #711-001, CURRENT
DESIGN STANDARDS.
C.24" W SOLID WHITE THERMOPLASTIC STOP BAR PER
FDOT INDEX #711-001, CURRENT DESIGN
STANDARDS.
D.CALL BOX WITH KNOX BOX ON BACK OF CALL BOX
E.ENTRY AND EXIT GATES W/ KNOX BOX
F.5' CONCRETE SIDEWALK
G.VALLEY GUTTER
H.TYPE "D" CURB
I.FPL ROADWAY LIGHTING POLE SINGLE FIXTURE
J.4" W WHITE STRIPING
K.PARKING STOP
L.ADA PARKING SIGN FDOT INDEX #70-102
M.DETECTABLE WARNING STRIP FDOT INDEX #522-002
N.ENTRANCE SIGN
O.6' BLACK OPAQUE PVC FENCE
P.5' BLACK CHAIN LINK FENCE
Q.4' BLACK CHAIN LINK FENCE
R.PRESERVE AREA SIGN
S.MAIL KIOSKFI
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No. 74145
J A M E S W . MIL
L
S
Feet
10050025
1" = 50'
PROPOSED LOT LINE
PROPERTY LINE
LEGEND:
PROPOSED RIGHT OF WAY LINE
PROPOSED STORMWATER MANAGEMENT
PROPOSED ASPHALT
PROPOSED BUILDING
PROPOSED DRAINAGE STRUCTURES
PROPOSED LIGHT POLE
D
PROPOSED CONCRETE
PROPOSED CONCRETE DRIVEWAY
KEYNOTE LEGEND:
1.ALL CURB RAMPS TO ADHERE TO FDOT INDEX 522-002.
2.2' TACTILE SURFACE IS REQUIRED ON ALL SIDEWALK
CONNECTIONS WHERE SIDEWALK MEETS EDGE OF
PAVEMENT.
3.ALL STRIPING ALONG SCHUMANN DRIVE IS TO BE
THERMOPLASTIC
NOTES:
PROPOSED PEDESTRIAN TRAIL
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:30:45-04'00'
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
INVERT
EL.=14.41'
24" PLASTIC PIPE
INVERT
EL.=13.21'
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
S00 00'00"W 1,257.55'(B.B.)
N00 00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
S
S
S
S
S S
S
S
SS
S S
EXISTING SWALE
APPLEBERG STREET
(50' R/W)
SUNBURST CIRCLE
(50' R/W)
L
=
1
0
9
.
3
3
'
1 8
.851 2
.0
R
L
=
4
8
.
4
0
'
L
=
2
2
5
.
0
0
'
1 1 7
.8
1 '
7
5
' R
1 1 7.8 1 '
7 5' R
L = 1032.55'
L = 1182.21'
NATIVE PRESERVE / RE-PLANT
TRACT O
±13,998 SF / 0.32 AC
TR
A
C
T
Q
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
R
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
Z
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
Y
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
X
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
W
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
V
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
T
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
S
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
E
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
F
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
G
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
H
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
I
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
J
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
L
±
1
,
0
0
0
S
.
F
.
AMENITIES TRACT M
±14,693 S.F.
0.34 AC
SWM TRACT B
WET RETENTION
±63,018 S.F. / 1.45 AC
POND @ C.E.= 1.05 AC
SWM TRACT A
WET RETENTION
±19,660 S.F. / 0.45 AC
POND @ C.E.= 0.25 AC
SWM TRACT C
WET RETENTION
±18,464 S.F. / 0.43 AC
POND @ C.E.= 0.24 AC
NATIVE PRESERVE / REPLANTING
TRACT N
±12,133 SF / 0.28 AC
LANDSCAPE BUFFER TRACT CC ±28,306 S.F. / 0.65 AC
L
=
2
2
5
.
0
0
'
L
=
7
3
.
7
8
'
L
=
2
0
2
.
7
8
'
OPEN SPACE
TRACT P
±5,669 SF
0.13 AC
CONSERVATION AREA
TRACT D
±33,883 SF / 0.78 AC
L
=
1
5
6
.
4
3
'
TR
A
C
T
U
±
3
,
9
6
8
S
.
F
.
PUBLIC DOG PARK & TRAIL
TRACT EE
±35,188 SF / 0.81 AC
TR
A
C
T
K
±
1
,
0
0
0
S
.
F
.
CONSERVATION AREA
TRACT AA
±82,952 SF / 1.90 AC
1 5
7.0
7 '
1 0
0 ' R
5
1.78 '5
0' R
6 7.8 0'
4 0'R
1 5 7.0 6 '
1 0 0' R
1 8
.85'1 2'
R
1 8.8 5'
1 2'R
1 8.85'
1 2'R
15' LANDSCAPE BUFFER
TRACT DD ±1,875 S.F. / 0.04
25' LANDSCAPE BUFFER
TRACT BB ±2,850 S.F. / 0.07
SCHUMANN DRIVE
(50' PUBLIC R/W)
EX
I
S
T
I
N
G
C
I
T
Y
O
F
S
E
B
A
S
T
I
A
N
DR
Y
D
R
A
I
N
A
G
E
D
I
T
C
H
AMENITY TRAIL
TRACT GG
±10,409 (0.24 AC)
AMENITY TRAIL
TRACT HH
±4,948(0.11 AC)
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
LOT
1
LOT
8
LOT
9
LOT
10
LOT
11
LOT
12
LOT
7
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
13
LOT
20
LOT
21
LOT
22
LOT
23
LOT
24
LOT
19
LOT
26
LOT
27
LOT
28
LOT
29
LOT
30
LOT
25
LOT
32
LOT
33
LOT
34
LOT
35
LOT
36
LOT
31
LOT
38
LOT
39
LOT
40
LOT
41
LOT
42
LOT
37
LOT
44
LOT
45
LOT
46
LOT
47
LOT
48
LOT
43
LOT
116
LOT
117
LOT
118
LOT
119
LOT
120
LOT
115
LOT
122
LOT
123
LOT
124
LOT
125
LOT
126
LOT
121
LOT
134
LOT
135
LOT
136
LOT
137
LOT
138
LOT
133
LOT
140
LOT
141
LOT
142
LOT
143
LOT
144
LOT
139
LOT
128
LOT
129
LOT
130
LOT
131
LOT
132
LOT
127
LOT
87
LOT
86
LOT
85
LOT
84
LOT
83
LOT
88
LOT
81
LOT
80
LOT
79
LOT
78
LOT
77
LOT
82
LOT
75
LOT
74
LOT
73
LOT
72
LOT
71
LOT
76
LOT
69
LOT
68
LOT
67
LOT
66
LOT
65
LOT
70
LOT
63
LOT
62
LOT
61
LOT
60
LOT
59
LOT
64
LOT
92
LOT
91
LOT
90
LOT
89
LOT
161
LOT
160
LOT
159
LOT
158
LOT
157
LOT
162
LOT
155
LOT
154
LOT
153
LOT
152
LOT
151
LOT
156
LOT
98
LOT
97
LOT
96
LOT
95
LOT
94
LOT
93
LOT
105
LOT
106
LOT
107
LOT
108
LOT
109
LOT
110
LOT
49
LOT
50
LOT
51
LOT
52
LOT
53
LOT
54
LOT
150
LOT
149
LOT
148
LOT
147
LOT
146
LOT
145
LOT
103
LOT
102
LOT
101
LOT
100
LOT
99
LOT
104
LOT
55
LOT
56
LOT
57
LOT
58
LOT
112
LOT
113
LOT
114
LOT
111
MAIN ENTRANCE
TRACT II
±5,663 (0.13 AC)
SECONDARY ENTRANCE
TRACT JJ
±6,098 (0.14 AC)
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT
97
.
7
5
'
10.00'10.00'10.00'10.00'10.00'10.00'10.00'
99
.
0
1
'
10
0
.
0
0
'
10
0
.
0
0
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10
0
.
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10
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0
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0
0
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9.
9
8
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99.83'
90
.
0
0
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140.00'
50
.
0
0
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100.00'10.00'10.00'
10
0
.
0
0
'
10
0
.
0
0
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10
0
.
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0
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10
0
.
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0
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10
0
.
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0
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10
0
.
0
0
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10
0
.
0
0
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10
0
.
0
0
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10
0
.
0
0
'
10
0
.
0
0
'
10.00'
90
.
0
0
'
99.55'
50
.
0
0
'
96.71'10.00'10.00'
10
0
.
0
0
'
10.00'10.00'10.00'10.00'10.00'
10
1
.
7
1
'
10
0
.
0
0
'
115.26'
111.59'
104.41'
14
0
.
0
0
'
100.00'
100.00'
14
0
.
0
0
'
93.05'
10
0
.
0
0
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10
0
.
0
0
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10
0
.
0
0
'
10
0
.
0
0
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10
0
.
0
0
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10
0
.
0
0
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10
0
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0
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0
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0
0
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10
0
.
0
0
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10
0
.
0
0
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10
0
.
0
0
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10
0
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10
0
.
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10
0
.
0
0
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10
0
.
0
0
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10
0
.
0
0
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9.
9
8
'
135.00'130.00'130.00'130.00'130.00'130.00'130.00'135.00'
40.00'130.00'135.00'
135.00'135.00'
110.00'129.00'135.00'
135.00'130.00'130.00'130.00'130.00'95.00'
14.08'
9.
8
9
'
L=22.2, R=20.0
D=63.6125
88
.
9
8
'
128.32'
40
.
0
0
'
10.00'
125.34'
10' UTILITY EASEMENT
24
.
1
6
'
60
.
9
8
'
HA
W
K
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1/29/2025
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DATE
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No. 74145
J A M E S W . MIL
L
S
Feet
12060030
1" = 60'
PROPOSED LOT LINE
PROPERTY LINE
LEGEND:
PROPOSED RIGHT OF WAY LINE
PROPOSED STORMWATER MANAGEMENT
PROPOSED ASPHALT
PROPOSED BUILDING
PROPOSED DRAINAGE STRUCTURES
PROPOSED LIGHT POLE
D
PROPOSED CONCRETE
PROPOSED CONCRETE DRIVEWAY
PROPOSED PEDESTRIAN TRAIL
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:30:27-04'00'
PAVEMENT WALK
SET TBM
ON PK/TAB
EL.=20.58'
S S
S
S
SS
S
S
S
S
S S
55'
7.7'
(TYP.)
12.7'
5.0'
30.0'
50.0'
R/W
VEHICLE GATES
L
=
4
8
.
4
0
'
L
=
1
5
6
.
4
3
'
14.0'
(TYP.)
24.0'
55.9'
R33'R33'
R25'
R90'
6' BLACK
OPAQUE FENCE
LOT-1 LOT-2 LOT-3 LOT-4 LOT-5 LOT-6
PRIVATE 50' RIGHT-OF-WAY
BLOCK A BLOCK B BLOCK C
25.0 20.0 20.020.0 20.0 25.0
5.0' B.S.
5.0' B.S.
10.0'
TYP.
20.0'
TYP.
20.0 25.0 25.0 20.0
55.0'
TYP.
20.0'
TYP.
25.0'
TYP.
20.0'
TYP.
50.0' R/W
2.0'
CURB 10.0'
TRAVEL LANE 13.0'
SHOULDER
3.0'
SHOULDER
5.0'
SIDEWALK
2.0'
CURB10.0''
TRAVEL LANE
5.0'
SHOULDER
L
=
7
3
.
7
8
'
1 8 .8 5'
1 2'R
18.0'
20.0
VEHICLE GATES
5.0'
9.5'
14.0'
6' BLACK
OPAQUE FENCE
HA
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1/29/2025
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No. 74145
J A M E S W . MIL
L
S
50' PRIVATE RIGHT-OF-WAY
SCALE: NTS
TOWNHOUSE BUILDING & LOT LAYOUT (TYP.)
SCALE: NTS
PRIMARY ENTRANCE DETAIL
SCALE: 1" = 30'
PRODUCT TYPE
LOTS DIMENSIONS:
CENTER UNITS - 20' X 100'
END UNITS - 25' X 100'
UNIT DIMENSIONS: 20' X 55'
SITE DIMENSIONAL REGULATIONS PER
CITY OF SEBASTIAN LDR 54-2-5.2.4.(e) - (RM-8)
CODE REQUIREMENTS:REQUIRED:PROPOSED:
LOT SIZE:10,000 S.F. 2,000 / 2,500 S.F.
LOT WIDTH:80'20' / 25'
LOT DEPTH:100'100'
BLDG. COVERAGE (MAX):40%20.10%
BLDG. HEIGHT (MAX):35'30' 8"
OPEN SPACE (MIN):40%62.27%
SETBACKS:
FRONT: 25'25'
REAR:20'20'
SIDE:10'5'
BLDG. SEPARATION:15'15'
PROPOSED SITE DATA:
SITE AREA = 20.38 AC (887,667 S.F.)
PROPOSED R/W = 3.81 AC (165,903 S.F.)
SWM TRACTS = 2.32 AC (101,142 S.F.)
LANDSCAPE BUFFER=0.79 AC (34,291 S.F.)
LOT AREA = 8.11 AC (353,500 S.F.)
MAX.DENSITY:
8 DU/AC
20.38 AC X 8 DU/AC = 163 UNITS
PROPOSED UNITS:
25 x 6-UNIT BUILDINGS = 150 UNITS
3 x 4-UNIT BUILDINGS = 12 UNITS
TOTAL UNITS = 162 UNITS
PROP. DENSITY = 8 DU/AC
SITE REQUIREMENTS
OPEN SPACE (MIN):40% (355,067 SF / 8.15 AC)
BUILDING COVERAGE (MAX):40% (355,067 SF / 8.15 AC)
IMPERVIOUS SURFACE (MAX):60% (532,600 SF / 12.23 AC)
PROVIDED PERVIOUS AREA:
PROVIDED OPEN SPACE:40.21% (356,954 SF / 8.19 AC)
PROVIDED NATIVE PRESERVE:13.27% (117,802 SF / 2.70 AC)
PROVIDED PERVIOUS AREA:53.48% (474,756 SF / 10.90 AC)
PROVIDED IMPERVIOUS AREA:
BUILDING AREA : 20.08% (178,200 SF / 4.09 AC)
SIDEWALKS / DRIVEWAYS:10.70% (94,990 SF /2.18 AC)
STREETS:8.12% (72,048 SF / 1.65 AC)
AMENITY CENTER:0.39% (3,470 SF / 0.08 AC)
WET PONDS (@ CONTROL):7.23% (64,203 SF / 1.47 AC)
PROVIDED IMPERVIOUS AREA:46.52% (412,911 SF / 9.48 AC)
TRAFFIC STATEMENT:
TRIP COUNT HAVE BEEN CALCULATED ACCORDING TO
THE ITE TRIP GENERATION MANUAL, 11TH EDITION.
PROPOSED USE: MULTIFAMILY HOUSING HOUSING
LAND USE GROUP #: 220 - MULTIFAMILY HOUSING
(LOW-RISE)
TOTAL NO. OF DWELLING UNITS: 162
(6.74 TRIPS/DAY PER D.U.)
TOTAL DAILY TRIPS: 6.74 x 162 = 1092 TRIPS
GENERAL NOTES:
1.)ALL TRAFFIC CONTROL SIGNAGE, SIZES, HEIGHTS AND PLACEMENTS SHALL BE IN ACCORDANCE WITH THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES, FDOT DESIGN STANDARDS, AND THE CITY OF SEBIASTIAN TYPICAL
DRAWINGS FOR ROADWAY SIGNING, STRIPING & GEOMETRICS, LATEST EDITIONS.
2.) ALL NUISANCE EXOTIC VEGETATION EXISTING ON SITE MUST BE REMOVED IN CONJUNCTION WITH SITE
DEVELOPMENT.
3.) NO CONSTRUCTION, TREES, OR SHRUBS WILL BE PLACED IN EASEMENTS WITHOUT CITY APPROVAL.
4.) ALL SOLID, NON-BREAKAWAY OBJECTS (POSTS, BOLLARDS, STREETLIGHTS, GATE SUPPORTS) SHALL BE LOCATED A
MINIMUM DISTANCE OF 2.5-FEET FROM FACE OF CURB WHERE A TYPE 'D' CURB EXISTS OR 6-FEET FROM THE EDGE
OF TRAVEL LANE WHERE MOUNTABLE CURB EXISTS.
5.)STREET NAME SIGNS SHALL BE 8" HIGH WITH 6" LETTERS.
6.)KEY ACCESS BOX (KNOX) WILL BE PROVIDED AT ENTRANCE GATE
7.)ALL UTILITIES WILL BE UNDERGROUND.
8.)DRIVEWAYS ARE REQUIRED TO BE 5' OFF SIDE LOT LINES.
9.) POTABLE WATER WILL BE PROVIDED BY INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES SERVICES.
10.) ALL PAVEMENT MARKINGS 25' BACK FROM CITY OF SEBASTIAN ROW LINE SHALL CONSIST OF 90 MIL EXTRUDED
ALKYD BASE THERMOPLASTIC. ALL OTHER ON-SITE PAVEMENT MARKINGS ARE TO BE PAINTED.
11.)ALL IMPACTS TO CITY RIGHT-OF-WAY SHALL BE SODDED WITHIN 3 DAYS OF FINAL GRADING.
12.)PLAT OVER SITE PLAN MUST BE CONSTRUCTED TO FDOT SPECIFICATIONS, INCLUDING SECTION 430.
DEDICATED EASEMENTS AND TRACTS:
1.) SUBDIVISION RIGHT-OF-WAY TO BE DEDICATED TO AND MAINTAINED BY THE HAWK'S LANDING HOA.
2.) ALL PROPOSED UTILITY EASEMENTS TO REMAIN PUBLIC. OWNERSHIP WILL BE MAINTAINED BY THE HAWK'S
LANDING HOA.
3.) LANDSCAPE BUFFER TRACT TO BE DEDICATED TO AND MAINTAINED BY THE HAWK'S LANDING HOA.
4.) ALL OPEN SPACE TRACTS TO BE DEDICATED TO AND MAINTAINED BY THE HAWK'S LANDING HOA.
5.) SWM TRACT TO BE DEDICATED TO AND MAINTAINED BY THE HAWK'S LANDING HOA.
REQUIRED COMMON GREEN SPACE/ RECREATION AREA:
CITY OF SEBASTIAN LDR 54-4-19.11(h)
0.1 AC. PER DU TO BE DEDICATED
162 UNITS X 0.1 AC. = 1.62 AC
50% TO BE PROVIDED FOR PUBLIC ACCESS
1.62 X 0.5 = 0.81 AC.
PROVIDED GREEN/RECREATION AREA: 1.63 AC
PUBLIC RECREATION AREA: 0.81 AC.
TRACT EE = 0.81 AC
PRIVATE RECREATION AREA: 0.82 AC.
TRACT M = 0.34 AC
TRACT P = 0.13 AC
TRACT GG = 0.24
TRACT HH = 0.11
PARKING INFORMATION:
1.5 PARKING SPACES WILL BE ACCOMMODATED
FOR EACH DWELLING UNIT (DRIVEWAYS)
162 DU X 1.5 = 243 SPACES REQ'D
PROVIDED:
316 SPACES
AMENITY / GUEST PARKING:
1 SPACE PER 5 REQ'D PARKING
243 SPACES / 5 = 48.6 ≈ 49 SPACES REQ.
PROVIDED:
31 REGULAR SPACES PROPOSED
2 ACCESSIBLE SPACES PROPOSED
TOTAL PROVIDED GUEST PARKING = 33 SPACES
PUBLIC PARK PARKING:
3 PARKING SPACES WILL ACCOMMODATE
2 REGULAR SPACES PROPOSED
1 ACCESSIBLE SPACE PROPOSED
TOTAL PARK PARKING = 3 SPACES
TOTAL PROVIDED PARKING:
DWELLING UNITS 316 SPACES
GUEST/AMENITY 33 SPACES
PUBLIC PARK 3 SPACES
TOTAL 352 SPACES
CONSTRUCTION SCHEDULE:
BEGIN: JANUARY 2026
COMPLETION: 2028
PARCEL IDS:
31391900001581000002.0, 31391900001581000003.0, 31391900001581000004.0,
31391900001581000005.0, 31391900001581000006.0, 31391900001581000007.0,
31391900001581000008.0, 31391900001581000009.0, 31391900001581000010.0,
31391900001581000011.0, 31391900001581000012.0, 31391900001581000013.0,
31391900001581000014.0, 31391900001581000015.0, 31391900001581000016.0,
31391900001581000017.0, 31391900001581000018.0, 31391900001581000019.0,
31391900001581000020.0, 31391900001581000021.0, 31391900001581000022.0,
31391900001581000023.0, 31391900001581000024.0, 31391900001581000025.0,
31391900001581000026.0, 31391900001581000027.0, 31391900001581000028.0,
31391900001581000029.0, 31391900001583000015.0, 31391900001583000016.0,
31391900001583000017.0, 31391900001583000018.0, 31391900001583000019.0,
31391900001583000020.0, 31391900001583000021.0, 31391900001583000022.0,
31391900001583000023.0, 31391900001583000024.0, 31391900001583000025.0,
31391900001583000026.0, 31391900001583000027.0, 31391900001583000028.0,
31391900001582000001.0, 31391900001582000002.0, 31391900001582000003.0,
31391900001582000004.0, 31391900001582000005.0, 31391900001582000006.0,
31391900001582000007.0, 31391900001582000008.0, 31391900001582000009.0,
31391900001582000010.0, 31391900001582000011.0, 31391900001582000012.0,
31391900001582000013.0, 31391900001582000014.0, 31391900001582000015.0,
31391900001582000016.0, 31391900001582000017.0, 31391900001582000018.0,
31391900001582000019.0, 31391900001582000020.0, 31391900001582000021.0,
31391900001582000022.0, 31391900001582000023.0, 31391900001582000024.0,
31391900001582000025.0, 31391900001582000026.0, 31391900001582000027.0,
31391900001582000028.0
ENGINEER:
MILLS, SHORT & ASSOCIATES, LLC.
700 22ND PLACE. STE. 2C
VERO BEACH, FLORIDA 32960
772.226.7282
LANDSCAPE ARCHITECT:
McCARTY & ASSOCIATES LAND PLANNING
AND DESGIN LLC
309 SE OSCEOLA ST UNIT 104
STUART, FL 34994
772.341.9322
SURVEYOR:
KMA ENGINEERING & SURVEYING
3001 INDUSTRIAL AVE. 2
FORT PIERCE, FL 34946
772.569.5505
PROJECT DATA:
OWNER:
ST. LUCIE DEVELOPMENT CORP.
226 OCEAN WAY
VERO BEACH, FLORIDA 32960
772.501.3296
APPLICANT:
FIRETHORN INC.
2500 VIRGINIA AVE.
FORT PEIRCE, FL 34981
561.320.9812
SITE ADDRESS:
SCHUMANN DRIVE
SEBASTIAN, FL 32958
ZONING:
RM-8
FUTURE LAND USE:
MEDIUM DENSITY RESIDENTIAL
FLOOD ZONE:
THE SUBJECTED PROPERTY IS LOCATED IN FLOOD ZONE "X" & "AE" PER
F.I.R.M. PANEL NO. 1206C0114J, DATED 01/26/2023, EXTERIOR LOTS ARE
LOCATED IN FLOOD ZONE "AE" AND INTERIOR LOTS ARE LOCATED IN
FLOOD ZONE "X"
SURVEY NOTES:
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
RIGHTS-OF-WAY AND/OR EASEMENTS OF RECORD.
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
NAMED INDIVIDUALS
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT.
5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE
HAVE BEEN LOCATED.
6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18" LONG
#5 REBAR
ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS LABELED ON SURVEY.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE
NOTED.
8. BEARING BASE ON EAST LINE OF PARCEL
9. ORIGINAL IRC BM: 006027 EL.=20.95' NAVD 88
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988),
UNLESS OTHERWISE NOTED.
11. EASEMENTS NOT SHOWN AT THIS TIME
LEGAL DESCRIPTION:
ALL OF LOTS 15-28. BLOCK 583, LOTS 1-28,
BLOCK 582 AND LOTS 2-29, BLOCK 581
ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 08, PAGE 46 OF THE PUBLIC RECORDS OF
INDIAN RIVER CO., FLORIDA. SAID LANDS LYING IN
INDIAN RIVER CO., FLORIDA.
CONTAINING 20.38 ACRES MORE OR LESS
PEDESTRIAN PATH NOTES:
PEDESTRIAN PATH SHALL BE A STABILIZED SURFACE.
ACTUAL ALIGNMENT SHALL BE DESIGNED BY
LANDSCAPE CONTRACTOR AND SUBMITTED TO
PROJECT ENGINEER PRIOR TO CONSTRUCTION.
SECONDARY ENTRANCE DETAIL
SCALE: 1" = 20'
20
'
-
0
"
VEHICLE OVERHANG
4" WIDE
PAVEMENT STRIPING
EDGE OF PAVEMENT
20
'
-
0
"
FDOT INDEX 711-001
5' HIGH HANDICAP
SYMBOL CENTERED IN
STALL (BLUE PAINT)
HANDICAP RESERVED PER
FDOT INDEX 711-001
AND FTP 22-06 TYPICAL
ACCESSIBLE SPACE
7'-0"5'-0"
4" WIDE PAINT STRIPES @ 12" O.C.
9'-6"5'-0"12'-0"
HANICAP PARKING STALL
SCALE: NTS
PARKING STALL
SCALE: NTS
9'-6"
REQUIRED AREA FOR PRESERVATION:
PINE FLATWOOD (1300/411): 4.04 AC.
TRACT D = 0.78
TRACT N = 0.28
TRACT O = 0.32
TRACT AA = 1.90
TRACT BB = 0.07
TRACT CC = 0.65
TRACT DD = 0.04
PARKING INFORMATION:
DRIVEWAY PARKING:
316 SPACES
AMENITY / GUEST PARKING:
31 REGULAR SPACES PROPOSED
2 ACCESSIBLE SPACES PROPOSED
TOTAL GUEST PARKING = 33 SPACES
PUBLIC PARK PARKING:
3 PARKING SPACES WILL ACCOMMODATE
2 REGULAR SPACES PROPOSED
1 ACCESSIBLE SPACE PROPOSED
TOTAL PARK PARKING = 3 SPACES
TOTAL PARKING:
DWELLING UNITS 316 SPACES
GUEST/AMENITY 33 SPACES
PUBLIC PARK 3 SPACES
TOTAL 352 SPACES
SEBASTIAN HIGHLANDS, UNIT-17
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:30:08-04'00'
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
INVERT
EL.=14.06'
INVERT
EL.=14.41'
INVERT
EL.=14.43'
6" PLASTIC PIPE
24" PLASTIC PIPE24" PLASTIC PIPE
INVERT
EL.=13.21'
INVERT
EL.=13.44'
INVERT
EL.=13.57'
S9
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0
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'
S00 00'00"W 1,257.55'(B.B.)
N00 00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
S
S
S
S
SS
S
S
SS
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55
'
PR
O
P
O
S
E
D
4-
U
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D
W
E
L
L
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120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
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G
120'
55'
PR
O
P
O
S
E
D
6-
U
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D
W
E
L
L
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120'
55'
PR
O
P
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S
E
D
6-
U
N
I
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D
W
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L
L
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120'
55'
PR
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P
O
S
E
D
6-
U
N
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T
D
W
E
L
L
I
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PROPOSED
AMENITY CENTER
EXISTING SWALE
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
INVERT
EL.=14.06'
INVERT
EL.=14.41'
INVERT
EL.=14.43'
6" PLASTIC PIPE
24" PLASTIC PIPE24" PLASTIC PIPE
INVERT
EL.=13.21'
INVERT
EL.=13.44'
INVERT
EL.=13.57'
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
S00 00'00"W 1,257.55'(B.B.)
N00 00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
S
S
S
S
SS
S
S
SS
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55
'
PR
O
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S
E
D
4-
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I
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D
W
E
L
L
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120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
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120'
55'
PR
O
P
O
S
E
D
6-
U
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I
T
D
W
E
L
L
I
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120'
55'
PR
O
P
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D
6-
U
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T
D
W
E
L
L
I
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120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
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G
PROPOSED
AMENITY CENTER
EXISTING SWALE
370 LF of 20" HDPE @ 0.36%370 LF of 24" HDPE @ 0.36%209 LF of 24" HDPE @ 0.36%
53 LF of 24" HDPE @ 0.00%
22 LF of 18" HDPE @ 0.68%22 LF of 18" HDPE @ 0.45%
210 LF of 18" HDPE @ 0.36%
33 LF of 18" HDPE @ 0.40%
22 LF of 18" HDPE @ 0.36%
97 LF of 30" HDPE @ 0.96%
19 LF of 30" HDPE @ 0.79%
61 LF of 30" HDPE @ 0.36%
57 LF of 30" HDPE @ 0.00%
15
4
L
F
o
f
2
0
"
H
D
P
E
@
0
.
3
6
%
22 LF of 20"
HDPE @ 0.40%
22 LF of 20" HDPE @ 0.36%
268 LF of 20" HDPE @ 0.52%
50 LF of 24" HDPE @ 0.00%
165 LF of 24" HDPE @ 0.36%426 LF of 24" HDPE @ 0.36%
22 LF of 20" HDPE @ 0.37%
56 LF of 24" HDPE @ 0.00%
22 LF of 20" HDPE @ 0.36%
15
6
L
F
o
f
1
8
"
H
D
P
E
@
0
.
3
6
%
S-1
VALLEY INLET
RIM: 21.38
INV: 18.11 N
S-2
VALLEY INLET
RIM: 21.38
INV: 17.98 S
INV: 17.98 E
VALLEY INLET
RIM: 20.85
INV: 17.25 E
S-4
VALLEY INLET
RIM: 20.85
INV: 15.44 S
INV: 15.44 N
INV: 17.10 W
S-5
VALLEY INLET
RIM: 20.85
INV: 15.62 E
S-6
VALLEY INLET
RIM: 20.85
INV: 14.11 S
INV: 13.00 E
INV: 15.47 W
INV: 14.11 N
S-7
VALLEY INLET
RIM: 20.85
INV: 15.73 E
S-8
VALLEY INLET
RIM: 20.85
INV: 15.44 N
INV: 15.44 S
INV: 15.65 W
S-9
VALLEY INLET
RIM: 21.46
INV: 14.00 N
INV: 14.00 E
S-10
VALLEY INLET
RIM: 21.46
INV: 13.85 S
INV: 13.00 N
MH-2
CIRCULAR MANHOLE
RIM: 22.00
INV: 14.68 W
INV: 14.68 S
INV: 15.10 E
S-19
TYPE C INLET
RIM: 19.75
INV: 13.60 N
S-12
VALLEY INLET
RIM: 20.85
INV: 15.80 S
S-11
VALLEY INLET
RIM: 20.85
INV: 15.71 N
INV: 15.61 W
S-14
VALLEY INLET
RIM: 20.85
INV: 16.35 W
S-13
VALLEY INLET
RIM: 20.85
INV: 16.27 E
INV: 16.27 S
MH-3
CIRCULAR MANHOLE
RIM: 21.00
INV: 14.89 N
INV: 13.00 W
INV: 13.00 S
S-15
VALLEY INLET
RIM: 20.85
INV: 13.60 N
INV: 17.37 E
INV: 13.60 S
S-16
VALLEY INLET
RIM: 20.85
INV: 17.45 W
S-17
VALLEY INLET
RIM: 20.85
INV: 16.35 SE
S-18
VALLEY INLET
RIM: 20.85
INV: 16.27 NW
INV: 15.13 N
INV: 13.00 SE
MH-1
CIRCULAR MANHOLE
RIM: 22.00
INV: 17.36 W
INV: 16.19 N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S-20
MES
INV: 19.20 N
S-21
MES
INV: 19.40 N
S-23
MES
INV: 19.70 N
S-22
MES
INV: 19.70 N
39 LF of 15" ERCP
(EQUV. 12"X18") @ 0.00%53 LF of 15" ERCP
(EQUV. 12"X18") @ 0.38%
FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50
FFE = 23.00FFE = 23.50FFE = 23.50
FFE = 23.50FFE = 23.50FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50
FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50
FF
E
=
2
3
.
5
0
FF
E
=
2
3
.
0
0
FF
E
=
2
3
.
5
0
FF
E
=
2
3
.
5
0
FF
E
=
2
3
.
5
0
C.E. = 16.00
TOB. = 20.50
C.E. = 16.00
TOB = 20.50C-4.2
A
C.E. = 16.00
TOB. = 20.50
C-4.2
B
FFE = 23.50
C-4.2
C
PROP. VALLEY CURB
PROP. VALLEY CURB
PROP. VALLEY CURB
PROP. TYPE "D" CURB
PROP. TYPE "D" CURB
PROP. TYPE "D" CURB
OUTFALL = 13.60'
C-4.2
D
OUTFALL = 13.00'
OUTFALL = 13.00'
OUTFALL = 13.00'
OUTFALL = 13.00'
SFSFSF
SF
S
F
S F SF S F SURFACE WATER
IMPACT (0.0032 AC.)
PROP. TURBIDITY BARRIER
CITY OF SEBASTIAN
DRAINAGE DITCH
CITY OF SEBASTIAN
DRAINAGE DITCH
23.2±
M.E.22.5±
M.E.
23.0±
M.E.
23.0±
M.E.
23.4±
M.E.
24.4±
M.E.
23.1±
M.E.
23.0±23.0±23.5±
M.E.
23.5±
M.E.
23.5±
M.E.
21.85 21.60 21.00 21.00 21.60 21.85
22.25
21.97
HP
21.97
HP
22.15
HP
21.92
HP21.80
HP
21.90
HP
22.16
HP
±21.15
M.E.
±21.00
M.E.
22.25
22.50 22.50 22.50 22.50
22.50
22.25
22.50
22.5522.5522.55 22.55 22.55 22.55
22.60 22.60 22.60 22.60 22.60
22.50
21.53
22.03
22.10
22.60
21.63
22.13
21.42
22.92
22.60
22.60
22.55
22.55
22.55
22.7522.7522.75 22.75 22.75 22.75 22.75 22.75
22.55
21.90 21.90
22.20
21.82 21.82
22.02
21.50 22.20 22.20 22.2022.20 22.20 22.20
22.25 22.2522.25 22.25 22.25
22.00 22.00
22.20
HP
22.00
22.50
21.90
22.40
21.93
21.70
22.80
22.80
22.55
22.90 23.15
22.6022.7522.7522.7522.7522.7522.7522.60
22.75
22.50
22.25
22.45 22.4522.45 22.6022.60
22.25
22.25
22.00
22.0022.0022.50
21.75
21.50 21.50.22.00 22.00
22.0022.0021.50.
22.25
22.25
21.75
22.50
21.90
22.25
22.20
22.15
22.15
21.75
22.25
22.55
22.13
21.55
22.30
21.58
21.50
22.55
21.60
21.05
21.0521.05
21.05
21.05 21.05 21.05
22.20
21.80
22.37
21.75
22.90
±21.10
M.E.
±21.20
M.E.
±21.00
M.E.
±21.10
M.E.
21.60
21.60
20.75 20.75
21.50
21.3521.35 21.35 21.35
21.68 21.6821.6821.68
21.75 21.65
21.80
22.0521.7521.7521.50
21.75
21.75 21.65 21.50 21.75
21.75
21.50
21.50
21.50
21.90
21.75
21.90
21.25
21.90
21.7521.0521.75
21.65
22.05
21.7522.00
21.75
21.95
21.75
22.00
21.50
22.50
21.50
21.75
C-4.2
H
C-4.2
I
C-4.2
F
C-4.2
J
C-4.2
G
C-4.2
E
TOE = 10.00
21.35
21.35
22.50
22.45
22.45
FFE = 23.50FFE = 23.50 FFE = 23.50
FRONT
REAR
0.
7
%
(
M
I
N
.
)
0.
7
%
(
M
I
N
.
)
22.50 22.50
±21.50 ±21.50
22.75
±23.00
±23.00±23.00
±23.00
FFE = 23.50FFE = 23.50 FFE = 23.50
FRONT
REAR
0.
7
%
(
M
I
N
)
±21.50 ±21.50
±21.50 ±21.50
22.00
22.00 0.
7
%
(
M
I
N
)
0.
7
%
(
M
I
N
)
0.
7
%
(
M
I
N
)
±23.00
±23.00±23.00
±23.00
22.75
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1/29/2025
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No. 74145
J A M E S W . MIL
L
S
Feet
12060030
1" = 60'
TYPICAL TYPE "A' LOT GRADING
SCALE: NTS
TYPICAL TYPE "B' LOT GRADING
SCALE: NTS
72.00
DRAINAGE AND GRADING NOTES:
1.ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD
88.
2.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC
SURVEY BY LAND SURVEYORS.
3.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON THE RECORDS OF INDIAN RIVER
COUNTY AND THE VARIOUS APPLICABLE UTILITY COMPANIES. THE
INFORMATION IS NOT TO BE RELIED ON AS EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
COMPANIES TO REQUEST EXACT FIELD LOCATION OF UTILITIES AT
LEAST 72 HOURS BEFORE ANY EXCAVATION. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
4.ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF
RECORD FOR RESOLUTION.
5.CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE
COMPATIBILITY WITH CHANGES IN ELEVATION WITHIN THE
PROPOSED PLAN.
6.THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN
ALL REQUIRED SITE STORM WATER RUNOFF AND DISCHARGE INTO
AN APPROVED STORM WATER SYSTEM. CONTRACTOR SHALL
NOTIFY ENGINEER, SHOULD THE ADJACENT PROPERTY GRADES
VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE THE
INTENT OF STORM WATER DESIGN.
7.ONSITE EXCAVATED MATERIAL TO BE USED FOR ONSITE
PURPOSES ONLY. IF MATERIAL IS TO BE HAULED OFFSITE, MINING
PERMIT MAY BE REQUIRED. CONTRACTOR TO CONTACT ENGINEER
OF RECORD IF MATERIAL IS TO BE HAULED OFFSITE.
8.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING
CODES.
9.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN
ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL
JURISDICTIONAL AGENCY.
10.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM
BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
11.ELEVATIONS SHOWN AT CURB LINE ARE EDGE OF PAVEMENT
UNLESS OTHERWISE SPECIFIED.
12.ALL CUT OR FILL SLOPES SHALL BE 4H:1V OR FLATTER UNLESS
OTHERWISE NOTED.
13.ALL DISTURBED AREAS ARE TO BE SODDED AND/OR STABILIZED.
CONTRACTOR SHALL RE-GRADE RAINFALL WASHOUTS WHERE
THEY OCCUR UNTIL ADEQUATE STABILIZATION OCCURS.
14. ALL SLOPES OF LAKE BANKS SHALL BE SODDED WITH FLORATAM.
15.ALL IMPACTS TO EXISTING CITY OF SEBASTIAN RIGHT-OF-WAY AND
ROADWAY SHALL BE REPAIRED TO CITY STANDARDS.
FLOOD ZONE:
THE SUBJECTED PROPERTY IS LOCATED IN FLOOD ZONE "X" PER
F.I.R.M. PANEL NO. 1206C0114J, DATED 01/26/2023
PROPOSED LOT LINE
PROPERTY LINE
LEGEND:
PROPOSED RIGHT OF WAY LINE
PROPOSED STORMWATER MANAGEMENT
PROPOSED ASPHALT
PROPOSED BUILDING
PROPOSED LIGHT POLE
PROPOSED CONCRETE
PROPOSED CONCRETE DRIVEWAY
PROPOSED PEDESTRIAN TRAIL
PROPOSED DRAINAGE STRUCTURESD
PROPOSED STORMWATER PIPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
EXISTING TOPOGRAPHY LINE70.50
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this document
Date: 2025.10.28 18:29:51-04'00'
WHITE BACKGROUND
BLACK BORDER
BLACK BORDER
& LETTERS
WHITE BORDER
BLUE BACKGROUND
& SYMBOL
1" SERIES "C"ALL LETTERS -
WHITE BACKGROUND
& LETTERS
(TOP OF THE SIGN)
(MIDDLE OF THE SIGN)
(BOTTOM OF THE SIGN)
NOTE:
1'-0"
1'
-
6
"
9"
9"
6"
7'
-
0
"
N.
T
.
S
.
STANDARD
PRE-PAINTED
DISABLED PARKING
SIGN ON 1
8" THICK
SHEET ALUMINUM
HA
W
K
'
S
L
A
N
D
I
N
G
24-1980
1/29/2025
DC
C
PA
V
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A
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A
3
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C-4.1
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:
AP
P
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D
B
Y
CH
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C
K
E
D
B
Y
DATE
SHEET NO.
PROJ. NO.
DR
A
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Y
TH
I
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S
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T
C:
\
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c
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No. 74145
J A M E S W . MIL
L
S
SCALE: N.T.S.
6" LIMEROCK OR CEMENTED COQUINA BASE
COMPACTED TO 98% MAXIMUM DENSITY
(AASHTO T-180)
8" STABILIZED SUB-GRADE COMPACTED TO
98% MAXIMUM DRY DENSITY PER AASHTO
T-180 METHOD, MIN FBV 50 P.S.I.
ASPHALT PAVEMENT - PRIVATE R/W
1" OF SP 9.5 OVER 1" OF SP 12.5 ASPHALTIC
PAVEMENT
6" LETTERS
STREET SIGN DETAIL
R1-1
30" STOP SIGN
GRASS MEDIAN
TYPE "D" CURB
24" - WIDE THERMOPLASTIC STOP BAR
4.0'
6" YELLOW
6-FOOT
CROSS WALK
1.0'
(TYP.)R
A
D
I
U
S
V
A
R
I
E
S
1.0'
(TYP.)
STANDARD CROSSING DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
2% SLOPE
LC
2% SLOPE 2% SLOPE
50' RIGHT-OF-WAY SECTION
SCALE: N.T.S.
R/
W
L
I
N
E
EXTEND STABILIZED
SUBGRADE 6" BEHIND BACK
OF CURB
5' CONC. SIDEWALK
R/
W
L
I
N
E
(-) 0.25
(-) 0.37 (-) 0.20
0.00
50'
13'10'2'10'2'13'
5'
TYP.
10' U.E.
1.STREET DESIGNATION SIGNS(S) ARE REQUIRED
AND SHALL BE DENOTED ON THE PLANS.
STREET NAME SIGNS SHALL BE 8" IN HEIGHT
WITH 6" LETTERS. WHEN A STREET INTERSECTS
WITH A MULTI-LANE ROADWAY OR THE
ADJACENT STREET POSTED SPEED LIMIT IS
EQUAL TO OR GREATER THAN 40 MPH, STREET
NAME SIGNS SHALL BE 12" IN HEIGHT WITH 8"
LETTERS (2009 EDITION, MUTCD).
SLOPE 0.02 FT./FT.
SIDEWALK NOTES:
3" Below Sidewalk Surface
Place Bottom of Sod
SIDEWALK DETAIL
N.T.S.
1.ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN
ACCORDANCE WITH THE "SUGGESTED SPECIFICATIONS FOR
CONCRETE AREAS" PREPARED BY THE PORTLAND CEMENT
ASSOCIATION.
2.CONTROL JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF
8-FEET.
3.AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES
SHALL BE TAKEN FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR
FIVE (5) PER JOB, WHICHEVER IS GREATER. SLUMP SHALL BE 2 TO 4
INCHES (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE
REPORTED AT 7, 14, AND 28 DAYS.
4.CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95%
MAXIMUM DRY DENSITY.
5.SURFACE WITH BROOM FINISH.
4" THICK CONCRETE
3,000 P.S.I. @ 28 DAYS.
5' SIDEWALK
F.F.E. = 23.50'
TYPICAL STORMWATER POND CROSS-SECTION
N.T.S.
1% SLOPE (MIN)
15'
MAINT.
ACCESS 8'11.6'
RE
A
R
P
R
O
P
.
L
I
N
E
TOB EL.= 20.50
CONTROL EL. = 16.00
START 2:1 = 14.00
4' (2' MIN)
INFLOW
PIPE
4V:1H
2V:1H
8V:1H MAX
BOTTOM OF LAKE
ELEV. 10.00
17.8'
10V:1H MAX
LITTORAL SHELF VARIES
4V:1H
LITT. SHELF. = 14.00
TYPICAL MODIFIED MIAMI CURB INLET
TOP VIEW
MODIFIED MIAMI CURB
EDGE OF PAVEMENT
FLOW LINE OF
1. FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB "TYPE P" OR "TYPE J", IN ACCORDANCE
INLET OFFSET REFERS
TO THIS POINT.
WITH F.D.O.T. STANDARD INDEX No. 200.
BOTTOM ELEV.
ELEVATION
FLOW LINE ELEV.
NOTE:
PIPE DIA.
AS PER PLAN AS PER PLAN
PIPE DIA.
4'-0" MINIMUM, OR LARGER
TOP OF CURB GUTTER
U.S.F. NO. 5105, 0R
EQUAL FRAME AND GRATE
CURB
AS REQUIRED
22" SQUARE
VA
R
I
E
S
FINISH GRADE
2" BELOW TOP OF PAVEMENT
GUTTER FLOW LINE
CURB
GRATE ELEVATION
SCALE: N.T.S.
2% SLOPE
SCALE: N.T.S.
CS-1 CONTROL STRUCTURE
(MODIFIED FDOT TYPE 'C' INLET)
OUTFALL
30" Ø RCP
INV. = 13.60
STRUCTURE
TOP = 19.75
0.5'Ø WEIR EL.=16.00
0.25'Ø WEIR EL.=17.25
3'5'
R/
W
L
I
N
E
MODIFIED MIAMI CURB
PAVEMENT3/4"R
DETAIL THIS SHEET
SEE PAVEMENT SECTION
STABILIZED SUBGRADE
SCALE: N.T.S.
NOTE:
CONTROL CUTS @
10' O.C. 3/4" DEEP
MINIMUM WITHIN
48 HOURS OF
POURING.
12"
24"
8"
T
Y
P
.
BO
T
H
SI
D
E
S
THIS POINT CORRESPONDS TO
ELEVATION OF TOP OF INLET GRATE
1-
1
/
2
"
1/
2
"
12"12"
6"
8"
COMPACTED BASE
#3 Bar
Typical
#3 Bar
Typical
TYPE A TYPE C
2'
Center
of Stall
6'
12"
12"
3
4" DIA.
NOTES:
1.WHEEL STOPS TO BE PLACED 2' BACK, AS SHOWN ABOVE.
CENTERED IN THE PARKING STALL.
2.WHEEL STOPS CAN BE PAINTED IN A CONTRASTING COLOR
SUCH AS GRAY, YELLOW OR BLACK. BLUE SHALL BE USED
FOR HANDICAP PARKING STALLS.
3.CONCRETE TO BE 3,000 PSI, WITH FIBER MESH
REINFORCING.
6'
12"
12"
3
4" DIA.
2-1
2"MIN
7-3
4"
1-
1 2"
5-
1 2"
2"MIN
2-
1 2"
7-1
2"
SCALE: N.T.S.
WHEEL STOPS REINFORCED CONCRETE
FILTER FABRIC DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
PROVIDE INVERTED DEBRIS BAFFLE
(1
2 15" CAP) FOR BLEEDER ORIFICE
SPLIT RAIL FENCE DETAIL
N.T.S.
48"
(60" MAX)
60
"
24" THERMOPLASTIC
WHITE STRIPING
12" THERMOPLASTIC
WHITE STRIPING
FDOT STD INDEX 711-001 SHEET 9
SPECIAL EMPHASIS CROSSWALK DETAIL
SCALE: N.T.S.
STOP BAR
48
"
M
I
N
.
(W
H
E
N
S
T
O
P
LI
N
E
P
R
E
S
E
N
T
)
PEDESTRIAN PATH
GRAVEL OR MULCH
SLOPED @ 2% MIN.
TYPICAL ACCESSIBLE SIGN DETAIL
SCALE: N.T.S.
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:28:44-04'00'
FFE = 23.50
FR
O
N
T
L
O
T
L
I
N
E
21.15
13.0'
23.00
25.0'
21.35
CL
21.1521.1521.15 21.40
R/
W
L
I
N
E
21.40
4H - MAX
1V
2H - MAX
1V
14.00
20.50
BOTTOM 10.00'
C.E.16.00'
2% SLOPE2% SLOPE
10%
6" Ø WATERMAIN
8" Ø SAN. SEWER20" Ø ADS N-12 STORM
5.0'
24.0'
DRIVE AISLE
12.0'12.0'8.0'8.0'17.5'10.0'5.0'
±21.35
22.60
±16.40
22.25
RE
A
R
L
O
T
L
I
N
E
21.50
FR
O
N
T
L
O
T
L
I
N
E
R/
W
L
I
N
E
EX
.
C
A
N
A
L
EX. SEAWALL
CE 13.50'
ADJACENT FFE = 23.50
15.0'
CANAL BANK
20.0'
25.0'
PR
O
P
E
R
T
Y
L
I
N
E
10.0'
SWALE
5.0'
EX. 6:1 EX. GRADE
5.0'
±22.00
±19.10
MAX. 4:1MATCH 4H : 1V
SLOPE MAX
PROP LANDSCAPING
25.0'
SLOPE TO CANAL
FFE = 23.50
RE
A
R
L
O
T
L
I
N
E
22.55 ±23.00
PR
O
P
E
R
T
Y
L
I
N
E
23.00
2% SLOPE
TYPE "A" LOT GRADED
REAR TO FRONT
20.0'25.0'
NATIVE LANDSCAPE BUFFER
EX. GRADE
SLOPE TO
EXISTING GRADES
FFE = 23.00
±23.00
PR
O
P
E
R
T
Y
L
I
N
E
22.10
RE
A
R
L
O
T
L
I
N
E
22.50
2% SLOPE
28.5'
36.0'
EX. DRAINAGE SWALE
±21.90
±13.70
22.0'25.0'20.0'
TYPE "A" LOT GRADED
REAR TO FRONT
EX. GRADE
EX. 4:1
EX. 3% SLOPE
FFE = 23.5023.00
22.10
20.50
SI
D
E
L
O
T
L
I
N
E
C.E.16.00'
8.0'8.0'18.0'
21.1721.07
14.00
BOTTOM 10.00'
5.0'4.0'9.4'
4H - MAX
1V
2H - MAX
1V
1:12 SLOPE
10.0'
±16.40
EX. SEAWALL
CE 13.50'
±19.00
±20.70
±22.00
EX. GRADES
TO REMAIN
11.6'
20.7'
EX. SLOPE TO CANAL
9.1'
22.6'
CONSERVATION AREA
TO REMAIN EXISTING
EXISTING VEGETATION
TO REMAIN
C.E.16.00'
8.0'8.0'
BOTTOM 10.00'
4H - MAX
1V
2H - MAX
1V
±16.60
EX. SEAWALL
CE 13.50'
14.00
20.50
EX. GRADE
18.0'
PROP LANDSCAPING
±16.40
EX. SEAWALL
CE 13.50'
21.7'
EX. SLOPE TO CANAL
±17.50
±21.20
±22.30
EX. GRADES
TO REMAIN CONSERVATION AREA
TO REMAIN EXISTING
EXISTING VEGETATION
TO REMAIN
PR
O
P
E
R
T
Y
L
I
N
E
21.8922.0021.9022.00 21.75
21.00
20.30
26.8'
EX. DRAINAGE SWALE
EX. 4:1
±13.60
21.2'
EX. GRADES
4.0'
TRAIL
EX. GRADES
TO REMAIN
15.0'
EXISTING VEGETATION
TO REMAIN 53.3'
CONSERVATION AREA
FFE = 23.5023.00
SI
D
E
L
O
T
L
I
N
E
10.0'
FFE = 23.50
10.0'
22.5023.00
5% SLOPE 5% SLOPE
HA
W
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24-1980
1/29/2025
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No. 74145
J A M E S W . MIL
L
S
SECTION A
SCALE: N.T.S.
SECTION C
SCALE: N.T.S.
SECTION B
SCALE: N.T.S.
SECTION D
SCALE: N.T.S.
SECTION E
SCALE: N.T.S.
SECTION F
SCALE: N.T.S.
SECTION J
SCALE: N.T.S.
SECTION I
SCALE: N.T.S.
SECTION H
SCALE: N.T.S.
SECTION G
SCALE: N.T.S.
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:28:28-04'00'
S S
SS
S
S
SSSS
SS
S
S
S
S
S S
120'
PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
S S
SS
S
S
SSSS
SS
S
S
S
S
S S
120'
PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
S
S
S
S
S
S
S
S
11
0
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
33 LF of 18" HDPE @ 0.40%
15
6
L
F
o
f
1
8
"
H
D
P
E
@
0
.
3
6
%
S-1
VALLEY INLET
RIM: 21.38
INV: 18.11 N
S-2
VALLEY INLET
RIM: 21.38
INV: 17.98 S
INV: 17.98 E
0+
0
0
.
0
0
1+
0
0
.
0
0
2+
0
0
.
0
0
BP: 0+00.00
S-20
MES
INV: 19.20 N
S-21
MES
INV: 19.40 N
53 LF of 15" ERCP
(EQUV. 12"X18") @ 0.38%
FFE = 23.50
FF
E
=
2
3
.
5
0
PROP. VALLEY CURB
PROP. TYPE "D" CURB
±21.15
M.E.
22.75
21.90 21.90
22.20
21.93
21.70
22.25
22.55
22.20
±21.10
M.E.
±21.20
M.E.
21.60
21.60
21.75
PAVEMENT WALK
SET TBM
ON PK/TAB
EL.=20.36
S S
SS
S
S
SSSS
SS
S
S
S
S
S S
PROPOSED
PAVEMENT WALK
SET TBM
ON PK/TAB
EL.=20.36
S S
SS
S
S
SSSS
SS
S
S
S
S
S S
PROPOSED S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
30
0
L
F
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f
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"
P
V
C
@
0
.
4
2
%
61 LF of 30" HDPE @ 0.36%
S-9
VALLEY INLET
RIM: 21.46
INV: 14.00 N
INV: 14.00 E
S-10
VALLEY INLET
RIM: 21.46
INV: 13.85 S
INV: 13.00 N
22
+
0
0
.
0
0
23
+
0
0
.
0
0
23
+
4
5
.
5
6
EP: 23+45.56
S-23
MES
INV: 19.70 N
S-22
MES
INV: 19.70 N
39 LF of 15" ERCP
(EQUV. 12"X18") @ 0.00%
±21.00
M.E.
21.82 21.82
22.02
22.00 22.00
22.20
HP
22.00
22.50
21.90
22.40
22.25
22.55
21.60
±21.00
M.E.
±21.10
M.E.
22.00
21.50
22.50
HA
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24-1980
1/29/2025
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No. 74145
J A M E S W . MIL
L
S
MAIN ENTRANCE PAVING GRADING & DRAINAGE
SCALE: 1" = 20'
SECONDARY ENTRANCE PAVING GRADING & DRAINAGE
SCALE: 1" = 20'
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this document
Date: 2025.10.28 18:28:12-04'00'
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
INVERT
EL.=14.41'
24" PLASTIC PIPE
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
S00 00'00"W 1,257.55'(B.B.)
N00 00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
S
S
SS
S S
S
S
SS
S S
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80
'
55
'
PRO
P
O
S
E
D
4-
U
N
I
T
D
W
E
L
L
I
N
G
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
PROPOSED
AMENITY CENTER
EXISTING SWALE
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
INVERT
EL.=14.41'
24" PLASTIC PIPE
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
S00 00'00"W 1,257.55'(B.B.)
N00 00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
S
S
SS
S S
S
S
SS
S S
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80
'
55
'
PRO
P
O
S
E
D
4-
U
N
I
T
D
W
E
L
L
I
N
G
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
PROPOSED
AMENITY CENTER
EXISTING SWALE
EX. SAN. MH
TOP EL = 20.81
INVERT IN (W) = 15.84
INVERT IN (S) = 13.84
INVERT OUT (W) = 13.77
EX. SAN. IRC MH
TOP EL = 20.81
INVERT IN (N) = 13.81
EX. INVERT IN (E) = 10.61
PROP. INV IN (E) = 9.89
INVERT OUT (S) = 9.31
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
400 LF of 8" PVC @ 0.42%231 LF of 8" PVC @ 0.42%400 LF of 8" PVC @ 0.42%
389 LF of 8" PVC @ 0.42%394 LF of 8" PVC @ 0.42%400 LF of 8" PVC @ 0.42%
11
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P
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C
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2
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24
4
L
F
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"
P
V
C
@
0
.
4
2
%
30
0
L
F
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8
"
P
V
C
@
0
.
4
2
%
110
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
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WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
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8"X8" DI TEE
8" Ø G.V.
8" Ø G.V.
8" Ø DI 45° BEND
8" Ø DI 45°
BEND
569 LF 8" Ø PVC
WATER MAIN
EX. 8" Ø G.V. FIELD
VERIFY LOCATION
EX. 8" Ø G.VFIELD
VERIFY LOCATION
8" Ø DI 45° BEND
8" Ø DI 45° BEND
F.H. ASSEMBLY (2),
8" Ø G.V. & SAMPLE POINT #4
F.H. ASSEMBLY (3) & 8" Ø G.V.
F.H. ASSEMBLY (1),
8" Ø G.V. & SAMPLE POINT #2
539 LF 8" Ø PVC
WATER MAIN
75 LF 8" Ø PVC WATER MAIN
238 LF 8" Ø PVC
WATER MAIN
267 LF 8" Ø PVC
WATER MAIN
465 LF 8" Ø PVC
WATER MAIN
41 LF 8" Ø PVC WATER MAIN
747 LF 8" Ø PVC
WATER MAIN
74 LF 8" Ø PVC
WATER MAIN
207 LF 8" Ø PVC
WATER MAIN
237 LF 8" Ø PVC
WATER MAIN
F.H. ASSEMBLY (4) & 8" Ø G.V.
PROP. 8" CONNECTION
TO EX. 8" Ø G.V.
2" B/O SAMPLE POINT #3
PROP. 8" CONNECTION
TO EX. 8" Ø G.V.
2" B/O SAMPLE POINT #1
W/ TEMP JUMPER
SINGLE WATER
METER (TYP)
DBL. WATER METER (TYP)
DBL. STANDARD
LATERAL (TYP)
REQ'D DBL. STANDARD
LATERAL (TYP)
8" Ø G.V.
8" x 8" DI TEE
8" Ø G.V.
8" Ø G.V.
8"X8" DI TEE
CONFLICT #1
CONFLICT #2
CONFLICT #3
CONFLICT #4
CONFLICT #5
CONFLICT #6
CONFLICT #7
CONFLICT #8 CONFLICT #9 CONFLICT #10
CONFLICT #11
CONFLICT #12
CONFLICT #13
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7+00.00 8+00.00 9+00.00 10+00.00 11+00.00 12+00.00 13+00.00 14+00.00 15+00.00 16+00.00 17+00.00
18
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1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 8+00.00 9+00.00 10+00.00 11+00.00 11+82.20
3.0' MIN SEP
(TYP.)
3.0' MIN SEP
(TYP.)
HA
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1/29/2025
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No. 74145
J A M E S W . MIL
L
S
EXISTING WATER MAIN
S S
W PROPOSED WATER MAIN
PROPOSED SANITARY SEWER MAIN
FDEP UTILITY NOTES:
1.VERTICAL CROSSINGS
SANITARY SEWER SYSTEMS AND/OR RECLAIMED WATER MAINS
SHALL CROSS UNDER POTABLE WATER MAINS WHENEVER
PHYSICALLY POSSIBLE. SANITARY SEWER SYSTEMS AND/OR
RECLAIMED WATER MAINS CROSSING BELOW POTABLE WATER
MAINS SHALL BE LAID TO PROVIDE A PREFERRED VERTICAL
SEPARATION DISTANCE OF 12 INCHES (MINIMUM 6" FOR
GRAVITY/RECLAIMED MAIN) BETWEEN THE INVERT OF THE
POTABLE WATER MAIN AND THE CROWN OF THE LOWER PIPE.
2.HORIZONTAL SEPARATIONS
WHEREVER IT IS PHYSICALLY POSSIBLE:
SANITARY SEWER SYSTEMS REQUIRE A PREFERRED 10-FOOT
HORIZONTAL SEPARATION DISTANCE (MINIMUM 6-FOOT) OUTSIDE
TO OUTSIDE OF PIPE BETWEEN ANY POTABLE WATER MAIN
PARALLEL INSTALLATIONS.
RECLAIMED WATER MAINS REQUIRE A MINIMUM OF A 3 FOOT
OUTSIDE TO OUTSIDE OF PIPE HORIZONTAL SEPARATION
DISTANCE BETWEEN ANY POTABLE WATER MAIN AND/OR A
SANITARY SEWER SYSTEM PARALLEL INSTALLATIONS.
WHEREVER EITHER ARE NOT PHYSICALLY POSSIBLE, THEN THE
POTABLE WATER MAIN SHALL BE LAID AT THE MAXIMUM
PHYSICAL HORIZONTAL SEPARATION DISTANCE POSSIBLE, AND
EITHER LAID:
A.) IN A SEPARATE TRENCH;
B.) ON AN UNDISTURBED EARTH SHELF; AND CONFORMING TO
THE MINIMUM VERTICAL CROSSINGS IN PARAGRAPH 1).
3.CONFLICTS
WHEREVER IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM
STANDARDS IN 1.) AND 2.), THEN ALL PIPING MATERIAL SHALL BE
DUCTILE IRON PIPE (DIP). ALL DIP SHALL BE CLASS 50 OR HIGHER.
ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL
BE USED AS DETERMINED BY THE DESIGN AND SITE CONDITIONS.
ADDITIONALLY, THE POTABLE WATER MAIN SHALL HAVE A FULL
JOINT CENTERED ON THE CONFLICT AND MECHANICALLY
RESTRAINED. AN ABSOLUTE MINIMUM VERTICAL SEPARATION
DISTANCE OF 6 INCHES SHALL BE PROVIDED BETWEEN THE
INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER
PIPE.
PROPOSED SAN SEWER MANHOLE
SAMPLE POINT DISTANCE:
1 TO 2 1157 LF
2 TO 3 1158 LF
3 TO 4 721 LF
1 TO 4 995 LF
TOTAL UTILITY PIPE LENGTH:
8" C-900 PVC WM:3,526 LF
8" C-900 PVC SAN:3,132 LF
Feet
10050025
1" = 50'
PROPOSED LOT LINE
PROPERTY LINE
LEGEND:
PROPOSED RIGHT OF WAY LINE
PROPOSED STORMWATER MANAGEMENT
PROPOSED ASPHALT
PROPOSED BUILDING
PROPOSED LIGHT POLE
PROPOSED CONCRETE
PROPOSED CONCRETE DRIVEWAY
PROPOSED PEDESTRIAN TRAIL
CONFLICT TABLE
CONFLICT 1:TOP SS 11.44
BOT SW 13.93
A
CONFLICT 2:TOP SS 11.77
BOT WM 18.90
A
CONFLICT 3:TOP SS 15.71
BOT SW 12.64
A
CONFLICT 4:TOP SS 14.53
BOT SW 16.31
A
CONFLICT 5:TOP SS 16.45
BOT SW 17.45
A
CONFLICT 6:TOP SW 15.00
BOT WM 16.08
A
CONFLICT 7:TOP SS 17.24
BOT WM 18.43
A
CONFLICT 8:TOP SS 16.15
BOT SW 17.17
A
CONFLICT 9:TOP SW 14.54
BOT WM 15.54
A
CONFLICT 10:TOP SS 12.87
BOT SW 15.69
A
CONFLICT 11:TOP MW 17.87
BOT SW 19.25
A
CONFLICT 12:TOP SS 10.63
BOT SW 16.83
A
CONFLICT 13:TOP SS 16.39
BOT SW 17.39
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:27:54-04'00'
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24-1980
1/29/2025
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No. 74145
J A M E S W . MIL
L
S
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:27:29-04'00'
HA
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1/29/2025
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No. 74145
J A M E S W . MIL
L
S
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this document
Date: 2025.10.28 18:27:11-04'00'
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1/29/2025
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No. 74145
J A M E S W . MIL
L
S
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this document
Date: 2025.10.28 18:26:54-04'00'
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No. 74145
J A M E S W . MIL
L
S
SUNBURST CIRCLE - PROFILE 5+50.00 TO 11+00.00
SCALE 1:20
PROPOSED GRADE
SS - 5
STA. 9+37.67, O.S. 0.0'
TOP EL = 21.59'
INV. IN (S) = 16.43'
INV. OUT (N) = 16.33
REQ'D 8"Ø PVC WATER MAIN
(FORE GROUND)
SUNBURST CIRCLE - PROFILE 0+00.00 TO 5+50.00
SCALE 1:20
SS - 9
STA. 2+05.04, O.S. 0.0'
TOP EL=21.81'
INV.OUT(E)=16.98'
SS - 8
STA. 3+14.03, O.S. 0.0'
TOP EL= 22.16'
INV. IN (W) = 16.52'
INV. IN (E) = 16.52'
INV. OUT (N) = 16.42'
SS - 7
STA. 4+67.97, O.S. 0.0'
TOP EL= 21.42'
INV. OUT (W) = 17.17'
SS - 6
STA. 6+58.68, O.S. 0.0'
TOP EL = 21.30'
INV. OUT (W) = 17.40'
PROPOSED GRADE
8"Ø SEWER PVC PIPE
L = 110 LF, S = 0.42%
8"Ø SEWER PVC PIPE
L = 154 LF, S = 0.42%
REQ'D 8"Ø PVC WATER MAIN
(FORE GROUND)
EXIST 6"Ø WATER MAIN
REQ'D 8"Ø PVC WATER MAIN
(FORE GROUND)
REQ'D 6"Ø PVC WATER MAIN
(FORE GROUND)
8"Ø SEWER PVC PIPE
L = 231 LF, S = 0.42%
8"Ø SEWER PVC PIPE
L = 400 LF, S = 0.42%
REQ'D 8"Ø PVC WATER MAIN
(FORE GROUND)
PROPOSED GRADE
FIRE HYDRANT ASSY. #3
STA. 5+34.84, O.S. 14.68' L
EX. 8" Ø GATE VALVE
STA. 0+29.94, O.S. 14.81'L
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this document
Date: 2025.10.28 18:26:37-04'00'
W W W W W W W W W W W W W W W W W W W W W W W W W
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No. 74145
J A M E S W . MIL
L
S
PROPOSED GRADE
REQ'D 8"Ø PVC WATER MAIN
(FORE GROUND)
SS - 4
STA. 12+89.21, O.S. 0.0'
TOP EL = 21.63'
INV. IN (S) = 14.65'
INV. OUT (N) = 14.55'
8"Ø SEWER PVC PIPE
L = 244 LF, S = 0.42%
8"Ø SEWER PVC PIPE
L = 400 LF, S = 0.42%
FIRE HYDRANT ASSY. #1
STA. 11+58.24, O.S. 14.27' L
8"Ø SEWER PVC PIPE
L = 400 LF, S = 0.42%
FIRE HYDRANT ASSY. #4
STA. 19+76.83, O.S. 14.59' L
SS - 2
STA. 17+88.72, O.S. 0.0'
TOP EL = 21.53'
INV. IN (SE) = 12.38'
INV. OUT (W) = 12.28
SS - 1
STA. 9+37.67, O.S. 0.0'
TOP EL = 22.15'
INV. IN (E) = 11.25'
INV. IN (S) = 11.25'
INV. OUT (W) = 11.15'
8"Ø SEWER PVC PIPE
L = 300 LF, S = 0.42%
SS - 3
STA. 16+89.22, O.S. 0.0'
TOP EL = 21.98'
INV. IN (S) = 12.87'
INV. OUT (NW) = 12.77'
8"Ø SEWER PVC PIPE
L = 110 LF, S = 0.42%
EX. IRC SAN MANHOLE
STA. 23+32.05, O.S. 0.0'
TOP EL = 20.81'
EX. INV. IN (N) = 13.81'
EX. INV. IN (E) = 10.61'
PROP. INV. IN (E) = 9.89'
INV. OUT (S) = 9.31'
REQ'D 8"Ø PVC WATER MAIN
(FORE GROUND)
EXIST 6"Ø WATER MAIN
REQ'D 8"Ø PVC WATER MAIN
(FORE GROUND)
PROPOSED GRADE
6" Ø GATE VALVE
STA.1+29.94, O.S. 14.81'L
EX. 8" Ø GATE VALVE
STA. 22+85.44, O.S. 14.89'L
SUNBURST CIRCLE - PROFILE 17+00.00 TO 23+45.56
SCALE 1:20
SUNBURST CIRCLE - PROFILE 11+00.00 TO 17+00.00
SCALE 1:20
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:26:20-04'00'
HA
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1/29/2025
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No. 74145
J A M E S W . MIL
L
S
PROPOSED GRADEREQ'D 8"Ø PVC WATER MAIN
(FORE GROUND)
SS - 1
STA. 0+15.04, O.S. 0.0'
TOP EL = 22.15'
INV. IN (E) = 11.25'
INV. IN (S) = 11.25'
INV. OUT (W) = 11.15'
8"Ø SEWER PVC PIPE
L = 394 LF, S = 0.42%
8"Ø SEWER PVC PIPE
L = 400 LF, S = 0.42%
FIRE HYDRANT ASSY. #2
STA. 7+46.68, O.S. 16.71' L
8"Ø SEWER PVC PIPE
L = 394 LF, S = 0.42%
SS - 8
STA. 11+96.67, O.S. 0.0'
TOP EL = 22.16'
INV. IN (E) = 16.52'
INV. IN (W) = 16.52'
INV. OUT (N) = 16.42'
8"Ø SEWER PVC PIPE
L = 389 LF, S = 0.42%
SS - 11
STA. 4+4.87, O.S. 0.0'
TOP EL = 21.94'
INV. IN (S) = 13.03'
INV. OUT (N) = 12.93'
REQ'D 8"Ø PVC WATER MAIN
(FORE GROUND)
REQ'D 8"Ø PVC WATER MAIN
(FORE GROUND)
PROPOSED GRADE
8" Ø GATE VALVE
STA.0+00.00, O.S. 0.00'L
APPLEBURG STREET - PROFILE 6+00.00 TO 12+00.00
SCALE 1:20
APPLEBURG STREET - PROFILE 0+00.00 TO 6+00.00
SCALE 1:20
8" Ø GATE VALVE
STA.12+12.09, O.S. 16.71'L
SS - 10
STA. 8+10.46, O.S. 0.0'
TOP EL = 21.85'
INV. IN (S) = 14.81'
INV. OUT (N) = 14.71'
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:26:04-04'00'
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
S
S
SS
SS
S
S
SS
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80
'
55
'
PR
O
P
O
S
E
D
4-U
N
I
T
D
W
E
L
L
I
N
G
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
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E
D
6-
U
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W
E
L
L
I
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55'
PR
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O
S
E
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N
I
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W
E
L
L
I
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55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
PROPOSED
AMENITY CENTER
EXISTING SWALE
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
S
S
SS
SS
S
S
SS
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80
'
55
'
PR
O
P
O
S
E
D
4-U
N
I
T
D
W
E
L
L
I
N
G
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
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G
120'
55'
PR
O
P
O
S
E
D
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U
N
I
T
D
W
E
L
L
I
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G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
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G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
PROPOSED
AMENITY CENTER
EXISTING SWALE
S
F
S F S F
S F
S
F
S
F
SF
S F
S
F
S
F
S
F
SFSF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S F
S F
S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F
S
F
S
F
S F S F S F S F
S F
S F
S
F
S
F
S
F
S F S F
S
F
S
F
S
F
SFSFSF
S
F
S
F
S F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SFSF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S F S F S F S F S F S F S F S F S F S F S F S F S F
S
F
S
F
S
F
S
F
S F
S
F
S
F
S
F
S F S F
S
F
S
F
SFSF
SF
S F
S
F
SFSF
SF
S F S F S F S F S F S F
S
F
SFSFSFSFSFSF
SF
S
F
SF
S F S F
NATIVE PRESERVE / RE-PLANT
TRACT O
TR
A
C
T
Q
TR
A
C
T
R
TR
A
C
T
Z
TR
A
C
T
Y
TR
A
C
T
X
TR
A
C
T
W
TR
A
C
T
V
TR
A
C
T
T
TR
A
C
T
S
TR
A
C
T
E
TR
A
C
T
F
TR
A
C
T
G
TR
A
C
T
H
TR
A
C
T
I
TR
A
C
T
J
TR
A
C
T
L
AMENITIES TRACT M
SWM TRACT B
WET RETENTION
SWM TRACT A
WET RETENTION
SWM TRACT C
WET RETENTION
NATIVE PRESERVE / REPLANTING
TRACT N
LANDSCAPE BUFFER TRACT CC
OPEN SPACE
TRACT P
CONSERVATION AREA
TRACT D
TR
A
C
T
U
PUBLIC DOG PARK & TRAIL
TRACT EE
TR
A
C
T
K
CONSERVATION AREA
TRACT AA
15' LANDSCAPE BUFFER TRACT DD25' LANDSCAPE BUFFER TRACT BB
SF
S
F
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1/29/2025
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No. 74145
J A M E S W . MIL
L
S
Feet
12060030
1" = 60'
PROVIDE INLET
PROTECTION (TYP.)
TURBIDITY BARRIER (TYP.)
PROVIDE CONSTRUCTION
ENTRANCE
PROVIDE PERIMETER SILT FENCING (TYP.)
LOCATION MAY VARY
PROVIDE INLET
PROTECTION (TYP.)
PROVIDE PERIMETER SILT FENCING (TYP.)
LOCATION MAY VARY
CONSTRUCTION NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF SEBASTIAN CODE OF
ORDINANCES.
2.TRANSFORMER AND UTILITY CONDUIT PLACEMENT & ELEVATION TO BE
COORDINATED WITH FLORIDA POWER & LIGHT (FPL) AND OWNER.
3.CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH, AND INVERTS OF ALL UTILITIES.
NOTIFY E.O.R. OF ANY DISCREPANCIES.
4.ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE COMMENCEMENT.
5.ALL PROPOSED AND EXISTING UTILITIES SHALL MAINTAIN MIN. COVER
REQUIREMENTS OF INDIAN RIVER COUNTY (IRC)
6.SOD ALL DISTURBED AREAS.
7.THE PROPERTY OWNER, CONTRACTOR, AND AUTHORIZED REPRESENTATIVES
SHALL PROVIDE PICKUP, REMOVAL, AND DISPOSAL OF LITTER WITHIN THE
PROJECT LIMITS AND SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE AREA
FROM THE EDGE OF PAVEMENT TO THE PROPERTY LINE WITHIN THE CITY'S
RIGHT-OF-WAY.
8.ALL CONSERVATION AREAS MUST REMAIN UNDISTURBED DURING ALL
CONSTRUCTION OPERATIONS
PROPOSED SILT FENCING / TURBIDITY CURTAIN
TREE PROTECTION
S F S FPROPOSED CONCRETE SIDEWALK
PROPOSED ASPHALT PAVEMENT
LEGEND:
PROPOSED ROW DEDICATION
PROPOSED CONCRETE DRIVEWAYS
PROPOSED LIGHT POLE
PROPOSED RECREATIONAL TRAIL
PROPOSED SAN SEWER MANHOLE
TURBIDITY BARRIER (TYP.)
TREE PROTECTION (TYP.)
SEE SHEET C-9
TREE PROTECTION (TYP.)
SEE SHEET C-9
TREE PROTECTION (TYP.)
SEE SHEET C-9
TREE PROTECTION (TYP.)
SEE SHEET C-9
TREE PROTECTION (TYP.)
SEE SHEET C-9
EXISTING TREES TO REMAIN
TREE PROTECTION (TYP.)
SEE SHEET C-9
TREE PROTECTION (TYP.)
SEE SHEET C-9
TREE PROTECTION (TYP.)
SEE SHEET C-9
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:25:46-04'00'
10' MAXIMUM SPACING WITH WIRE
SUPPORT FENCE, 6' MAXIMUM
SPACING WITHOUT WIRE SUPPORT
FENCE
EXTRA STRENGTH FILTER
FABRIC NEEDED WITHOUT WIRE
MESH SUPPORT
NOTES:
1.SILT FENCE SHALL BE PLACED
ON SLOPE CONTOURS TO
MAXIMIZE PONDING
EFFICIENCY.
2.INSPECT AND REPAIR FENCE
AFTER EACH STORM EVENT
AND REMOVE SEDIMENT WHEN
NECESSARY. 9" MAXIMUM
RECOMMENDED STORAGE
HEIGHT.
3.REMOVED SEDIMENT SHALL BE
DEPOSITED TO AN AREA THAT
WILL NOT CONTRIBUTE
SEDIMENT OFF-SITE AND CAN
BE PERMANENTLY STABILIZED.
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM SIDE
OF POST
FL
O
W
STEEL OR WOOD POST-
36" HIGH MAX.
1'
MI
N
.
FLOW
4"X6" TRENCH WITH
COMPACTED BACKFILL
PONDING HEIGHT
1'
MI
N
.
FLOW
3 4" MIN. DRAIN ROCK
9"
M
A
X
.
ST
O
R
A
G
E
HE
I
G
H
T
8"
PONDING HEIGHT
STEEL OR
WOOD POST
TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
TYPE IV SILT FENCE-N.T.S.
2"-3" COURSE AGGREGATE
MIN. 6" THICK
NOTES:
1.THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC
RIGHT-OF-WAYS. THIS MAY REQUIRE TOP
DRESSING, REPAIR AND/OR CLEAN OUT OF ANY
MEASURES USED TO TRAP SEDIMENT.
2.WHEN NECESSARY, WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3.WHEN WASHING IS REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
OR SEDIMENT BASIN.
20
'
M
I
N
.
50' MIN.
ROADWAY
FILTER FABRIC
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%2% OR GREATER
NOTE:
USE SANDBAGS, STRAW BALES OR
OTHER APPROVED METHODS TO
CHANNELIZE RUNOFF TO BASIN AS
REQUIRED.
STRAW BALES, SANDBAGS OR
CONTINUOUS BERM OF EQUIVALENT
HEIGHT.
SUPPLY WATER TO
WASH WHEELS IF
NECESSARY.SPILLWAY
FL
O
W
FL
O
W
FLOW FLOW
DIVERSION RIDGE
RO
A
D
W
A
Y
SECTION A-A
PLAN
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/EXIT-N.T.S.
R
3
5
'
R3
5
'
INLET GRATE
LOOPS SIZED FOR 1" REBAR. LIFT
FILTER BAG FROM INLET USING
REBAR FOR HANDLES.
OVERFLOW HOLES (OPTIONAL)
GEOTEXTILE BAG
14" BRIGHTLY COLORED NYLON
ROPE, EXPANSION RESISTANT
LOOPS SIZED FOR 1" REBAR. USE
REBAR FOR A HANDLE TO EMPTY
FILTER SACK AT A SEDIMENT
COLLECTION LOCATION.
2"X2"X3 4" RUBBER BLOCK (TYP.)
FILTER SACKS FOR
GRATED INLETS AND
STABILIZED
ROADWAYS-N.T.S.
LE
N
G
T
H
=
L
WIDT
H
=
W
DEPTH=D
SILT FENCE INLET PROTECTION-N.T.S.
2"X2" STAKE
FABRIC
FA
B
R
I
C
EX
T
E
N
D
S
1'
MI
N
.
GATHER
EXCESS
AT CORNERS
DROP INLET
WITH GRATE
FRAME
CROSS BRACE
2"X4" WOOD FRAME
2"X4" WOOD FRAME
3'
15
"
MI
N
.
18
"
MA
X
.
5' MI
N
.
(TYP
.
)
VIEW OF FRAME WITHOUT
SILT FENCE
VIEW OF FRAME WITH
SILT FENCE
METAL T-POSTS OR APPROVED
ALTERNATIVE
EXISTING TREE TRUNK-
DIAMETER VARIES
PROTECTIVE FENCING FOR TREES-N.T.S.
ELEVATION
ORANGE VINYL
CONSTRUCTION FENCING,
CHAIN LINK OR SNOW
FENCING OR APPROVED
EQUIVALENT
10' MAX.
NOTE 6 & 7
4'
1.
5
'
6'
ORANGE VINYL CONSTRUCTION
FENCING, CHAIN LINK FENCING,
SNOW FENCING OR OTHER SIMILAR
FENCING AT LEAST (4') HIGH AND
SUPPORTED AT A MAXIMUM OF
TEN-FOOT (10') INTERVALS BY
METAL T-POSTS OR APPROVED
METHODS SUFFICIENT TO KEEP
THE FENCE UPRIGHT AND IN PLACE.
WOODEN STAKES AND REBAR
POSTS ARE NOT CONSIDERED AS
AN APPROVED METHOD
SUFFICIENT ENOUGH TO KEEP THE
FENCE UP RIGHT AND IN PLACE.
NOTES:
1.ALL TREES RETAINED ON A SITE SHALL BE
PROTECTIVELY BARRICADED BEFORE AND
DURING CONSTRUCTION ACTIVITIES.
2.UNDERGROUND UTILITY LINES SHALL BE
ROUTED AROUND EXISTING TREES TO THE
OUTSIDE OF THE DRIP LINE WHERE ABLE.
3.INSTALLATION OF FENCES AND WALLS
SHALL TAKE INTO CONSIDERATION THE
ROOT SYSTEMS OF EXISTING TREES.
4.FENCE/BARRICADE SHALL BE INSTALLED AT
PERIMETER OF ALL TRESS OR GROUP OF
TREES TO BE PRESERVED. FENCE SHALL BE
MAINTAINED DURING CONSTRUCTION.
5. DO NOT PARK HEAVY EQUIPMENT ON TREE
ROOTS. DO NOT ADD FILL 4" TO 6" AROUND
TREE. ALL WORK WITHIN THE CRZ MUST BE
DONE BY HAND.
6. TREES 10" OR LESS REQUIRE A MINIMUM
PROTECTION DISTANCE OF 5' FROM BASE OF
TRUNK
7.TREES 10" OR MORE REQUIRE A MINIMUM
PROTECTION DISTANCE OF 10' FROM BASE
OF TRUNK PLAN
EXISTING TREE TRUNK-
DIAMETER VARIES
FLOTATION
TYPE I
TYPE II
TYPE III
14" CHAIN
FOLDS FOR
COMPACT STORAGE
DE
P
T
H
AC
C
O
R
D
I
N
G
TO
N
E
E
D
NYLON
REINFORCED VINYL
ALL SEAMS HEAT SEALED
DE
P
T
H
AC
C
O
R
D
I
N
G
TO
N
E
E
D
DE
P
T
H
AC
C
O
R
D
I
N
G
TO
N
E
E
D
ECONOMY FABRICS AVAILABLE
18 OZ. 300 LB./IN. STANDARD
14" TIE ROPE
TYPE I. DOT FOR WATERS WITH LOW
CURRENTS (NO MORE THAN ONE FOOT
PER SECOND) AND LIGHT WINDS: LAKES,
PONDS, SMALL STREAMS, MARSHES.
FLEXIBLE TOP FLOTATION SECTION WITH
ENCAPSULATED EPS FOAM FLOTATION
LOGS (6"X6"X4')
FLOTATION
TOP LOAD LINE 5 16" VINYL COATED
CABLE
FOLDS EVERY 6'
STRESS PLATE
5 16" CHAIN BALLAST
AND LOAD LINE
STRESS PLATE (TO REMOVE
PRESSURE FROM FLOATS)
STRESS BAND
PVC SLOT-CONNECTOR
GALVANIZED #24
SAFETY HOOK
100' STANDARD LENGTH
CANAL/DITCHBED
WATER SURFACE
ANCHOR (AS
RECOMMENDED
BY THE
MANUFACTURER)
STANDARD
CONTAINMENT
SYSTEMS
LIGHT BUOY
AUTOMATIC FLASHING LIGHT
(ON AT DUSK-OFF AT DAWN) 100' ON
CENTER SHALL BE USED IN NAVIGABLE
CHANNELS ONLY
CURTAIN
5'5'
1'
MI
N
.
NOTE: ANCHORING TO BUOYS AS
SHOWN REMOVES ALL VERTICAL
FORCES FROM THE CURTAIN,
HENCE, THE CURTAIN WILL NOT SINK
FROM WIND OR CURRENT LOADS.
2'
MI
N
.
ORIENTATION WHEN INSTALLED
(TIDAL SITUATION-TYPE III)-N.T.S.
ATTACH LINES
TO SHACKLE
BUOY
5 16" CHAIN
LAP LINK
FLOATATION
PVC SLOT-CONNECTOR
STRESS PLATE
5 16" VINYL COATING CABLE
(ON BOTH SIDES OF CURTAIN TO
REDUCE STRAIN)GALVANIZED #24
SAFETY HOOK
22 OZ. NYLON
REINFORCED VINYL
STRESS BAND
TYPE 2. DOT FOR HIGHER CURRENT
WATERS (UP TO FIVE FEET PER SECOND):
DEEPER LAKES, STREAMS, INTERCOASTAL
AND TIDAL AREAS. INCLUDES AN
ENCAPSULATED STEEL LOAD CABLE
ALONG TOP OF BARRIER AND 8"X8"X4'
FLOTATION LOGS. WEAR STRESS POINTS
ARE REINFORCED WITH SHIELDS.
TYPE 3. DOT IS SIMILAR TO TYPE 2. DOT
EXCEPT THAT POLYPROPYLENE FILTER
FABRIC IS PERMANENTLY INSERTED INTO
THE BARRIER SKIRT TO MEET SOME
STATE'S SPECIFICATIONS.
BLOW-UP OF
SHACKLE
CONNECTION
WATER SEAL
18 (OR 22) OZ. VINYL
COATED NYLON
STOCKPILE OF
ERODIBLE MATERIAL
AA
NOTE:
FOR STOCKPILING ERODIBLE
MATERIAL FOR EXTENDED
PERIODS, THE AREA SHALL BE
SEEDED AND MULCHED.
SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE
MATERIAL-N.T.S.
NOTE:
ALL STOCKPILES SHALL BE A MAXIMUM
OF 25' HIGH.
SECTION A-A
25
'
M
A
X
.
SILT FENCE AND/OR
HAY BALES (TYP.)
SOCK-PIPE OR ROCK BAG INLET
FILTER-N.T.S.
POLY WHATTLES OR GEOHAY CURB
INLET FILTER-N.T.S.
LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES TEST METHOD UNITS
GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
PUNCTURE
MULLEN BURST
TRAPEZOID TEAR
UV RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
ASTM D-4632
ASTM D-4632
ASTM D-4833
ASTM D-3786
ASTM D-4533
ASTM D-4355
ASTM D-4751
ASTM D-4491
ASTM D-4491
300 LBS.
20%
120 LBS.
800 P.S.I.
120 LBS.
80%
40 US SIEVE
40 GAL./MIN./SQ. FT.
0.55 SEC. -1
MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES TEST METHOD UNITS
GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
PUNCTURE
MULLEN BURST
TRAPEZOID TEAR
UV RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
ASTM D-4632
ASTM D-4632
ASTM D-4833
ASTM D-3786
ASTM D-4533
ASTM D-4355
ASTM D-4751
ASTM D-4491
ASTM D-4491
265 LBS.
20%
135 LBS.
420 P.S.I.
45 LBS.
90%
20 US SIEVE
200 GAL./MIN./SQ. FT.
1.5 SEC. -1
ROCK BAG
ROCK BAG
POLY WHATTLE
OR GEOHAY
ROCK BAGS
BINDING WIREWOOD OR METAL
STAKES (2 PER BALE)
STRAW BALE
STAPLES
(2 PER BALE)
10 mil PLASTIC LINING
NATIVE MATERIAL
(OPTIONAL)SECTION B-B
9' MIN.
VA
R
I
E
S
STAKE (TYP.)
STRAW BALE (TYP.)
10 mil PLASTIC LINING
AA
NOTES:
1.ACTUAL LAYOUT
DETERMINED IN THE
FIELD.
2.THE CONCRETE
WASHOUT SIGN
SHALL BE INSTALLED
WITHIN 30' OF THE
TEMPORARY
CONCRETE
WASHOUT FACILITY.
CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S.
PLAN
TYPE "ABOVE GRADE" WITH STRAW BALES
PRINCIPLE POST
POSITION (CANTED 20°
TOWARD FLOW)
FILTER FABRIC
NOTE: SPACING FOR TYPE III FENCE
TO BE IN ACCORDANCE WITH CHART I,
SHEET 1 OF 3 AND DITCH
INSTALLATIONS AT DRAINAGE
STRUCTURES SHEET 2 OF 3
SECTIONELEVATION
6'
MAX.
SILT FLOW
20°
+
-
OPTIONAL POST
POSITIONS
VE
R
T
I
C
A
L
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPEC.)
8"
15
"
-
1
8
"
1'
M
I
N
.
3'
M
I
N
.
POST OPTIONS:
WOOD 2-1/2" MIN. DIA.
WOOD 2"X4"
OAK 1-1/2"X1-1/2"
STEEL 1.33 LBS./FT. MIN.
NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.F.)
TYPE III SILT FENCE
SILT FENCE APPLICATIONS-N.T.S.
TYPE III SILT FENCE
PROTECTION AROUND DITCH
BOTTOM INLETS
DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE
TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.
SILT
FLOW
HA
W
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'
S
L
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24-1980
1/29/2025
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No. 74145
J A M E S W . MIL
L
S
1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT
SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP-SLOPE
LAND DISTURBANCE TAKES PLACE.
2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE
CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER
SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT
PROPERTIES.
3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO
DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT
STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED, COVERED OR CONTAINED WITH SEDIMENT
TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF
ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.
6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED
DEVICES SHALL BE CORRECTED IMMEDIATELY.
7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY
OR PERMANENT CHANNEL, FLUME, SLOPE DRAIN STRUCTURE OR APPROVED CONTROL.
8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS
THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE
CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL
SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.
10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED
PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL
SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY.
11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE
THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC
ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT
SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY
TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVITIES.
12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE
STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED.
13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT
DEPOSITION AND EROSION AT ALL TIMES DURING CONSTRUCTION.
14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NUMBERS 101, 102 AND 103 OF
F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AND COUNTY PERMITS.
15. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES, RAINFALL RUN OFF OR DEWATERING ACTIVITIES A CITY
OF SEBASTIAN DEWATERING PERMIT WILL BE REQUIRED.
16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY AND SWPPP
REQUIREMENTS.
17. THE POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTOR'S
EXPENSE.
18. NOI TO BE POSTED ON SITE.
19. DEWATERING ACTIVITIES:
A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS.
B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE
PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM
CONSTRUCTION DE-WATERING" AND CITY OF SEBASTIAN DEWATERING PERMIT.
C - NO HYDRAULIC PUMPS MAY BE USED FOR DEWATERING UNLESS APPROVED
BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA.
D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A
WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER.
20. REMOVAL OF INVASIVE EXOTICS VEGETATION IS REQUIRED IN NATIVE PRESERVE AREA, HEAVY MACHINERY WILL NOT BE
PERMITTED, AND THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ASSOCIATED REPLANTING TO ENSURE THAT ANY NEW INVASIVE
EXOTIC PLANTS DO NOT FILL THE VOID.
James Mills
Digitally signed by James Mills
DN: CN=James Mills,
E=wmills@millsshortassociates.com,
G=James, SN=Mills, C=US
Reason: I am approving this
document
Date: 2025.10.28 18:25:25-04'00'
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
S00 00'00"W 1,257.55'(B.B.)
N00 00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
S
S
SS
SS
S
S
SS
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PR
O
P
O
S
E
D
4-U
N
I
T
D
W
E
L
L
I
N
G
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
EXISTING SWALE
400 LF of 8" PVC @ 0.42%231 LF of 8" PVC @ 0.42%400 LF of 8" PVC @ 0.42%
389 LF of 8" PVC @ 0.42%394 LF of 8" PVC @ 0.42%400 LF of 8" PVC @ 0.42%
11
0
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
15
4
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
24
4
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
30
0
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
110 L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
W
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WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
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W
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W
W
W
W
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W
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W
W
W
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W
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
S00 00'00"W 1,257.55'(B.B.)
N00 00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
S
S
SS
SS
S
S
SS
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PR
O
P
O
S
E
D
4-U
N
I
T
D
W
E
L
L
I
N
G
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
EXISTING SWALE
DRAINAGE GRATE
TYPE "C" INLET (TYP.)
APPLEBERG STREET
(50' R/W)
SUNBURST CIRCLE
(50' R/W)
L
=
1
0
9
.
3
3
'
25' LANDSCAPE BUFFER 25' LANDSCAPE BUFFER
L
=
4
8
.
4
0
'
L
=
2
2
5
.
0
0
'
L = 1032.55'
L = 1182.21'
DRAINAGE GRATE
TYPE "C" INLET (TYP.)
NATIVE PRESERVE / RE-PLANT
TRACT O
±13,998 SF / 0.32 AC
TR
A
C
T
Q
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
R
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
Z
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
Y
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
X
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
W
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
V
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
T
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
S
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
E
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
F
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
G
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
H
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
I
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
J
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
L
±
1
,
0
0
0
S
.
F
.
AMENITIES TRACT M
±14,693 S.F.
0.34 AC
PROP. BENCHES FOR
REC. AREA USE (TYP.)
SWM TRACT B
WET RETENTION
±63,018 S.F. / 1.45 AC
POND @ C.E.= 1.05 AC
SWM TRACT A
WET RETENTION
±19,660 S.F. / 0.45 AC
POND @ C.E.= 0.25 AC
SWM TRACT C
WET RETENTION
±18,464 S.F. / 0.43 AC
POND @ C.E.= 0.24 AC
NATIVE PRESERVE / REPLANTING
TRACT N
±12,133 SF / 0.28 AC
LANDSCAPE BUFFER TRACT CC ±28,306 S.F. / 0.65 AC
L
=
2
2
5
.
0
0
'
L
=
7
3
.
7
8
'
L
=
2
0
2
.
7
8
'
OPEN SPACE
TRACT P
±5,669 SF
0.13 AC
CONSERVATION AREA TRACT D
±33,883 SF / 0.78 AC
L
=
1
5
6
.
4
3
'
REFER TO ENTRANCE DETAIL
ON SHEET C-2.1.2
PROP. BENCHES FOR
REC. AREA USE (TYP.)
TR
A
C
T
U
±
3
,
9
6
8
S
.
F
.
PUBLIC DOG PARK & TRAIL
TRACT EE
±35,188 SF / 0.81 AC
TR
A
C
T
K
±
1
,
0
0
0
S
.
F
.
CONSERVATION AREA
TRACT AA
±82,952 SF / 1.90 AC
15' LANDSCAPE BUFFER TRACT DD
±1,875 S.F. / 0.04
25' LANDSCAPE BUFFER TRACT BB
±2,850 S.F. / 0.07
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
SCHUMANN DRIVE
(50' PUBLIC R/W)
EX
I
S
T
I
N
G
C
I
T
Y
O
F
S
E
B
A
S
T
I
A
N
DR
Y
D
R
A
I
N
A
G
E
D
I
T
C
H
AMENITY TRAIL
TRACT GG
±10,409 (0.24 AC)
PROP. 4' RECREATIONAL
MULCH TRAIL (TYP.)
AMENITY TRAIL
TRACT HH
±4,948(0.11 AC)
PROP. BENCHES FOR
REC. AREA USE (TYP.)
PROP. BENCHES,
TRASH CAN & BAG
PROP. BENCHES,
TRASH CAN & BAG
FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50
FFE = 23.00FFE = 23.50FFE = 23.50
FFE = 23.50FFE = 23.50FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50
FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50
FF
E
=
2
3
.
5
0
FF
E
=
2
3
.
0
0
FF
E
=
2
3
.
0
0
FF
E
=
2
3
.
5
0
FF
E
=
2
3
.
5
0
C.E. = 16.00
TOB. = 20.50
C.E. = 16.00
TOB = 20.50
C.E. = 16.00
TOB. = 20.50
FFE = 23.50
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
LOT
1
LOT
8
LOT
9
LOT
10
LOT
11
LOT
12
LOT
7
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
13
LOT
20
LOT
21
LOT
22
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23
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24
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19
LOT
26
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27
LOT
28
LOT
29
LOT
30
LOT
25
LOT
32
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33
LOT
34
LOT
35
LOT
36
LOT
31
LOT
38
LOT
39
LOT
40
LOT
41
LOT
42
LOT
37
LOT
44
LOT
45
LOT
46
LOT
47
LOT
48
LOT
43
LOT
116
LOT
117
LOT
118
LOT
119
LOT
120
LOT
115
LOT
122
LOT
123
LOT
124
LOT
125
LOT
126
LOT
121
LOT
134
LOT
135
LOT
136
LOT
137
LOT
138
LOT
133
LOT
140
LOT
141
LOT
142
LOT
143
LOT
144
LOT
139
LOT
128
LOT
129
LOT
130
LOT
131
LOT
132
LOT
127
LOT
87
LOT
86
LOT
85
LOT
84
LOT
83
LOT
88
LOT
81
LOT
80
LOT
79
LOT
78
LOT
77
LOT
82
LOT
75
LOT
74
LOT
73
LOT
72
LOT
71
LOT
76
LOT
69
LOT
68
LOT
67
LOT
66
LOT
65
LOT
70
LOT
63
LOT
62
LOT
61
LOT
60
LOT
59
LOT
64
LOT
92
LOT
91
LOT
90
LOT
89
LOT
161
LOT
160
LOT
159
LOT
158
LOT
157
LOT
162
LOT
155
LOT
154
LOT
153
LOT
152
LOT
151
LOT
156
LOT
98
LOT
97
LOT
96
LOT
95
LOT
94
LOT
93
LOT
105
LOT
106
LOT
107
LOT
108
LOT
109
LOT
110
LOT
49
LOT
50
LOT
51
LOT
52
LOT
53
LOT
54
LOT
150
LOT
149
LOT
148
LOT
147
LOT
146
LOT
145
LOT
103
LOT
102
LOT
101
LOT
100
LOT
99
LOT
104
LOT
55
LOT
56
LOT
57
LOT
58
LOT
112
LOT
113
LOT
114
LOT
111
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
MAIN ENTRANCE
TRACT II
(0.13 AC)
SECONDARY ENTRANCE
TRACT JJ
(0.14 AC)
VEHICLE GATES
6' BLACK
OPAQUE FENCE
10' UTILITY EASEMENT
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
40MUH
1500SB 15TD
15ZP 3SP50VO
15SP
30ZP
45VO
16ZP
3CCS
99PL
1QV
21VO 2MG 35PL
33MF33CI2QV
2MG12PE
141CI141MF7QV
8MG32PE
840SB17TD
7QV
3QV
15ZP2CCS55VO
3SP
9ZP2MLG35VO
1TR
2IAE 18TF
110IV
2MG
36PL
21VO
70IV
16TF
2QV 14VO
3IAE
5IAE
4IAE
16TF
2QV
14VO
70IV
1MG
3SP
27PL
3IAE
2QV
20ZP 2MG
6SP
3MG 45MF45CI
3QV10PE
19TD
5IAE
5IAE 5IAE 5IAE 5IAE
5IAE 4QV
40MUH
14TD
65VO
40MUH
65VO
3IAE
3SP 1CCS
27PL
16TF
100IV
3MG 10PE42CI42MF2QV
1MG 4PE29CI28MF2QV
4IAE2IAE
21VO
2CCS
6SP
36PL
100IV
2QV16TF
3IAE
3IAE
3IAE 3IAE
6SP
3IAE
3IAE3IAE
10ZP 14VO
2IAE
70IV
28PL
1MG
350SB
3IAE
70MUH
7VO
3SP
20ZP
1QV
21VO 2MG 1QV
21VO 2MG 1QV
21VO 2MG 1QV
21VO 2MG 1QV
21VO 2MG 1QV
21VO 2MG 2QV16TF
100IV 21VO 2MG
4IAE
35PL 35PL 35PL 35PL 35PL 35PL 35PL
20ZP
16TF
100IV 20ZP
16TF
100IV 20ZP
16TF
100IV 20ZP
16TF
100IV 20ZP
16TF
100IV 20ZP
16TF
100IV 20ZP
16TF
100IV 20ZP
20ZP
1QV
21VO 2MG 35PL16TF
100IV 20ZP 1QV
21VO 2MG 35PL16TF
100IV 20ZP 1QV
21VO 2MG 35PL16TF
100IV 20ZP 1QV
21VO 2MG 35PL16TF
100IV 20ZP 2QV
21VO 2MG 35PL16TF
100IV 20ZP
10ZP
10ZP
21VO36PL
2QV
20ZP 2MG
3IAE
16TF
100IV
21VO36PL
2QV
20ZP 2MG
3IAE
16TF
100IV
21VO36PL
2QV
20ZP 2MG
3IAE
16TF
100IV
21VO36PL
2QV
20ZP 2MG
3IAE
16TF
100IV
21VO36PL
3IAE
1QV
20ZP 2MG
16TF
100IV
21VO36PL
2QV
20ZP 2MG
16TF
100IV
21VO36PL 2IAE 18TF
110IV
2MG
36PL
21VO
20ZP
21VO
2CCS
6SP
36PL
100IV
2QV16TF
20ZP
16TF
9QV
4QV
1QV
2IC
4IAE
2IC
2IC
11AR
7AR
2QV
20ZP 2MG
16TF
100IV
21VO36PL
60PE8
40IC8
25AR8
10PE8
6IC8
4AR8
50PE8
40IC8
15AR8
35PE8
30IC8
15AR8
40PE8
30IC8
15AR8
25PE8
20IC8
10AR8
131PE8
75IC8
50AR8
9QV11PE16PE9QV
7PE
3MG
3QV
1QV
1MG
28PE8 9QV
7QV 20PE8
13IC8 10IC8
9IC8
18PE
6IC8
12PE812IC8
24PE8
8IC8
16PE8
12PE86IC8
5IC8 6PE82QV
3IC8
6PE8
6PE83IC8
8PE8
8IC8
1QV
3QV
1QV
1MG
2IAE
2MG
6QV
6SP 6SP 6SP 6SP
600SB
870MS 300SB
340MS
1QV
4QV8QV
1QV1QV
Sheet Key
L-1
L-2
L-3
Landscape Plan & Landscape Data
Plant List, Planting Details, & Specifications
Ex. Tree Data Landscape Data
Scale
Checked By
Drawn By
MM
Drawing Date
L-1
MCCARTY & ASSOCIATES
LAND PLANNING
AND DESIGN
STUART FT. PIERCE
772.341.9322
www.McCartyLandPlanning.com
Mike@McCartyLandPlanning.com
DMS
NORTH
Scale: 1'' = 60'-0"
60'120'30'0'
ZONING:RM-8
LAND USE: MEDIUM DENSITY RESIDENTIAL
TOTAL SITE AREA:20.38 AC (887,667 SF)
Location Map
Site Data
Se
b
a
s
t
i
a
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F
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i
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a
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L
a
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i
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La
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d
s
c
a
p
e
P
l
a
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L-4
L-5
Landscape Plan
L-6
SITE
Tree Management PlanL-7
Tree Management PlanL-8
Landscape Plan
Landscape Plan
Landscape Plan
Plant List
Copyright
All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property ofthe designer, and were created, evolved, and developed for use on and in connection with the specified project. None ofsuch ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for anypurpose whatsoever without the written permission of the designer.
2/3/25
Tree Management PlanL-8
6/10/25
8/26/25
10/14/25
Existing Tree Symbol Legend
EX. TREE/ PALM IN DEVELOPMENT AREA TO REMAIN
EX. TREE BARRIER
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALK
00
'
0
0
"
W
4
1
0
.
0
0
'
N00 00'00"E 1,132.55'
SET TBM
ON PK/TAB
EL.=20.58'
SS
S
S
SS
SS
S
S
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
EXISTING SWALE
389 LF of 8" PVC @ 0.42%394 LF of 8" PVC @ 0.42%
11
0
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALK
00
'
0
0
"
W
4
1
0
.
0
0
'
N00 00'00"E 1,132.55'
SET TBM
ON PK/TAB
EL.=20.58'
SS
S
S
SS
SS
S
S
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
EXISTING SWALE
DRAINAGE GRATE
TYPE "C" INLET (TYP.)
L
=
1
0
9
.
3
3
'
25' LANDSCAPE BUFFER
L
=
4
8
.
4
0
'
L = 1182.21'
TR
A
C
T
E
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
F
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
G
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
H
±
1
,
0
0
0
S
.
F
.
PROP. BENCHES FOR
REC. AREA USE (TYP.)
LANDSCAPE BUFFER TRACT CC ±28,306 S.F. / 0.65 AC
L
=
1
5
6
.
4
3
'
REFER TO ENTRANCE DETAIL
ON SHEET C-2.1.2
25' LANDSCAPE BUFFER TRACT BB
±2,850 S.F. / 0.07
SCHUMANN DRIVE
(50' PUBLIC R/W)
FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50
FF
E
=
2
3
.
5
0
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
LOT
1
LOT
8
LOT
9
LOT
10
LOT
11
LOT
12
LOT
7
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
13
LOT
20
LOT
21
LOT
22
LOT
23
LOT
24
LOT
19
LOT
26
LOT
27
LOT
28
LOT
25
LOT
98
LOT
97
LOT
96
LOT
95
LOT
94
LOT
93
MAIN ENTRANCE
TRACT II
(0.13 AC)
10' UTILITY EASEMENT
1QV
21VO 2MG 35PL
33MF33CI2QV
2MG12PE
3QV
15ZP2CCS55VO
3SP
9ZP2MLG35VO
1TR
2IAE 18TF
110IV
2MG
36PL
21VO
5IAE 5IAE
5IAE 5IAE
70MUH
20ZP
1QV
21VO 2MG 1QV
21VO 2MG 1QV
21VO 2MG 1QV
21VO
4IAE
35PL 35PL 35PL 16TF
100IV 20ZP
16TF
100IV 20ZP
16TF
100IV 20ZP
16TF
100IV 20ZP
16TF
100IV 20ZP
10PE8
6IC8
4AR8
50PE8
40IC8
15AR816PE9QV
7PE
3MG
28PE8 9QV
13IC8
8PE8
8IC8
3QV
Scale
Checked By
Drawn By
MM
Drawing Date
L-2
MCCARTY & ASSOCIATES
LAND PLANNING
AND DESIGN
STUART FT. PIERCE
772.341.9322
www.McCartyLandPlanning.com
Mike@McCartyLandPlanning.com
DMS
NORTH
Scale: 1'' = 30'-0"
30'60'15'0'
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
L
-
3
)
Copyright
All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property ofthe designer, and were created, evolved, and developed for use on and in connection with the specified project. None ofsuch ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for anypurpose whatsoever without the written permission of the designer.
Plant List
MATCHLINE (SEE SHEET L-4)
Se
b
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i
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,
F
l
o
r
i
d
a
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w
k
s
L
a
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d
i
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g
La
n
d
s
c
a
p
e
P
l
a
n
2/3/25
6/10/25
8/26/25
10/14/25
Existing Tree Symbol Legend
EX. TREE/ PALM IN DEVELOPMENT AREA TO REMAIN
EX. TREE BARRIER
PAVEMENT WALKPAVEMENT WALK
SET TBM
ON PK/TAB
EL.=20.36
SS
S
S
SS
SS
S
S
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
400 LF of 8" PVC @ 0.42%
30
0
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
PAVEMENT WALKPAVEMENT WALK
SET TBM
ON PK/TAB
EL.=20.36
SS
S
S
SS
SS
S
S
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
DRAINAGE GRATE
TYPE "C" INLET (TYP.)
APPLEBERG STREET
(50' R/W)
25' LANDSCAPE BUFFER
TR
A
C
T
I
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
J
±
1
,
0
0
0
S
.
F
.
SWM TRACT C
WET RETENTION
±18,464 S.F. / 0.43 AC
POND @ C.E.= 0.24 AC
LANDSCAPE BUFFER TRACT CC ±28,306 S.F. / 0.65 AC
L
=
7
3
.
7
8
'
L
=
2
0
2
.
7
8
'
PUBLIC DOG PARK & TRAIL
TRACT EE
±35,188 SF / 0.81 AC
TR
A
C
T
K
±
1
,
0
0
0
S
.
F
.
15' LANDSCAPE BUFFER TRACT DD
±1,875 S.F. / 0.04
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
PROP. BENCHES,
TRASH CAN & BAG
FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50
LOT LOT
28
LOT
29
LOT
30
LOT
32
LOT
33
LOT
34
LOT
35
LOT
36
LOT
31
LOT
38
LOT
39
LOT
40
LOT
41
LOT
42
LOT
37
LOT
44
LOT
45
LOT
46
LOT
47
LOT
48
LOT
43
SECONDARY ENTRANCE
TRACT JJ
(0.14 AC)
VEHICLE GATES
6' BLACK
OPAQUE FENCE
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
19TD
5IAE 5IAE
5IAE 4QV
1MG 4PE29CI28MF2QV
350SB
21VO 2MG 1QV
21VO 2MG 1QV
21VO 2MG 2QV16TF
100IV 21VO 2MG35PL35PL35PL 35PL
20ZP
16TF
100IV 20ZP
16TF
100IV 20ZP
9QV
35PE8
30IC8
15AR89QV11PE7QV20PE8
10IC8
Scale
Checked By
Drawn By
MM
Drawing Date
L-3
MCCARTY & ASSOCIATES
LAND PLANNING
AND DESIGN
STUART FT. PIERCE
772.341.9322
www.McCartyLandPlanning.com
Mike@McCartyLandPlanning.com
DMS
NORTH
Scale: 1'' = 30'-0"
30'60'15'0'
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
L
-
2
)
Copyright
All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property ofthe designer, and were created, evolved, and developed for use on and in connection with the specified project. None ofsuch ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for anypurpose whatsoever without the written permission of the designer.
MATCHLINE (SEE SHEET L-5)
Se
b
a
s
t
i
a
n
,
F
l
o
r
i
d
a
Ha
w
k
s
L
a
n
d
i
n
g
La
n
d
s
c
a
p
e
P
l
a
n
2/3/25
Plant List
6/10/25
8/26/25
10/14/25
Existing Tree Symbol Legend
EX. TREE/ PALM IN DEVELOPMENT AREA TO REMAIN
EX. TREE BARRIER
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
S00 00'00"W 1,257.55'
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
400 LF of 8" PVC @ 0.42%231 LF of 8" PVC @ 0.42%
389 LF of 8" PVC @ 0.42%394 LF of 8" PVC @ 0.42%
15
4
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
S00 00'00"W 1,257.55'
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
L
=
2
2
5
.
0
0
'
L = 1032.55'
L = 1182.21'
DRAINAGE GRATE
TYPE "C" INLET (TYP.)
TR
A
C
T
Y
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
X
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
W
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
V
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
T
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
S
±
1
,
0
0
0
S
.
F
.
AMENITIES TRACT M
±14,693 S.F.
0.34 AC
PROP. BENCHES FOR
REC. AREA USE (TYP.)
SWM TRACT B
WET RETENTION
±63,018 S.F. / 1.45 AC
POND @ C.E.= 1.05 AC
SWM TRACT A
WET RETENTION
±19,660 S.F. / 0.45 AC
POND @ C.E.= 0.25 AC
NATIVE PRESERVE / REPLANTING
TRACT N
±12,133 SF / 0.28 AC
CONSERVATION AREA TRACT D
±33,883 SF / 0.78 AC
PROP. BENCHES FOR
REC. AREA USE (TYP.)
TR
A
C
T
U
±
3
,
9
6
8
S
.
F
.
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
AMENITY TRAIL
TRACT HH
±4,948(0.11 AC)
FFE = 23.50
FFE = 23.50FFE = 23.50FFE = 23.50
FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50
FF
E
=
2
3
.
5
0
C.E. = 16.00
TOB. = 20.50
C.E. = 16.00
TOB. = 20.50
FFE = 23.50
LOT
116
LOT
117
LOT
118
LOT
119
LOT
120
LOT
115
LOT
122
LOT
123
LOT
124
LOT
125
LOT
126
LOT
121
LOT
87
LOT
86
LOT
85
LOT
84
LOT
83
LOT
88
LOT
81
LOT
80
LOT
79
LOT
78
LOT
77
LOT
82
LOT
75
LOT
74
LOT
73
LOT
72
LOT
71
LOT
76
LOT
70
LOT
92
LOT
91
LOT
90
LOT
89
93
LOT
105
LOT
106
LOT
107
LOT
108
LOT
109
LOT
110
LOT
103
LOT
102
LOT
101
LOT
100
LOT
99
LOT
104
LOT
112
LOT
113
LOT
114
LOT
111
10' UTILITY EASEMENT
10' UTILITY EASEMENT
15ZP 3SP50VO
15SP
30ZP
45VO
16ZP
3CCS
99PL
141CI141MF7QV
8MG32PE
840SB17TD
7QV
70IV
16TF
2QV 14VO
3IAE
16TF
2QV
14VO
70IV
1MG
3SP
27PL
3IAE
2QV
20ZP 2MG
6SP
40MUH
14TD
65VO
40MUH
3IAE
3SP 1CCS
27PL
16TF
100IV
2IAE
21VO
2CCS
6SP
36PL
100IV
2QV16TF
3IAE
3IAE
3IAE3IAE
3IAE
70MUH
7VO
4IAE
20ZP
1QV
21VO 2MG 35PL16TF
100IV 20ZP 1QV
21VO 2MG 35PL16TF
100IV 20ZP
10ZP
10ZP
21VO36PL
2QV
20ZP 2MG
3IAE
16TF
100IV
21VO36PL
2QV
20ZP 2MG
3IAE
16TF
100IV
21VO36PL
4QV
2IC
2IC
11AR
2QV
20ZP 2MG
16TF
100IV
21VO36PL
60PE8
40IC8
25AR8
25PE8
20IC8
10AR8
3QV
12IC8
24PE8
8IC8
16PE8
6PE83IC8
1QV
1MG
2MG
6QV
6SP 6SP 6SP
600SB
870MS8QV
1QV1QV
Scale
Checked By
Drawn By
MM
Drawing Date
L-4
MCCARTY & ASSOCIATES
LAND PLANNING
AND DESIGN
STUART FT. PIERCE
772.341.9322
www.McCartyLandPlanning.com
Mike@McCartyLandPlanning.com
DMS
NORTH
Scale: 1'' = 30'-0"
30'60'15'0'
MA
T
C
H
L
I
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E
(
S
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E
S
H
E
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T
L
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5
Copyright
All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property ofthe designer, and were created, evolved, and developed for use on and in connection with the specified project. None ofsuch ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for anypurpose whatsoever without the written permission of the designer.
MATCHLINE (SEE SHEET L-2)
Se
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,
F
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i
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Ha
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a
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La
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d
s
c
a
p
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P
l
a
n
2/3/25
Plant List
6/10/25
8/26/25
10/14/25
Existing Tree Symbol Legend
EX. TREE/ PALM IN DEVELOPMENT AREA TO REMAIN
EX. TREE BARRIER
00'00"W 1,257.55'(B.B.)
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING55'
80
'
55
'
PR
O
P
O
S
E
D
4-U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
400 LF of 8" PVC @ 0.42%400 LF of 8" PVC @ 0.42%
394 LF of 8" PVC @ 0.42%400 LF of 8" PVC @ 0.42%
24
4
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
110 L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
00'00"W 1,257.55'(B.B.)
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING55'
80
'
55
'
PR
O
P
O
S
E
D
4-U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
DRAINAGE GRATE
TYPE "C" INLET (TYP.)
APPLEBERG STREET
(50' R/W)
SUNBURST CIRCLE
(50' R/W)
L = 1032.55'
NATIVE PRESERVE / RE-PLANT
TRACT O
±13,998 SF / 0.32 AC
TR
A
C
T
Q
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
R
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
Z
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
Y
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
L
±
1
,
0
0
0
S
.
F
.
SWM TRACT B
WET RETENTION
±63,018 S.F. / 1.45 AC
POND @ C.E.= 1.05 AC
±18,464 S.F. / 0.43 AC
POND @ C.E.= 0.24 AC
L
=
2
2
5
.
0
0
'
OPEN SPACE
TRACT P
±5,669 SF
0.13 AC
CONSERVATION AREA
TRACT AA
±82,952 SF / 1.90 AC
EX
I
S
T
I
N
G
C
I
T
Y
O
F
S
E
B
A
S
T
I
A
N
DR
Y
D
R
A
I
N
A
G
E
D
I
T
C
H
AMENITY TRAIL
TRACT GG
±10,409 (0.24 AC)
PROP. 4' RECREATIONAL
MULCH TRAIL (TYP.)
PROP. BENCHES FOR
REC. AREA USE (TYP.)
PROP. BENCHES,
TRASH CAN & BAGFFE = 23.00FFE = 23.50
FFE = 23.50 FFE = 23.50 FFE = 23.50
FFE = 23.50FFE = 23.50
FF
E
=
2
3
.
5
0
FF
E
=
2
3
.
0
0
FF
E
=
2
3
.
0
0
C.E. = 16.00
TOB = 20.50
LOT
134
LOT
135
LOT
136
LOT
137
LOT
138
LOT
133
LOT
140
LOT
141
LOT
142
LOT
143
LOT
144
LOT
139
LOT
128
LOT
129
LOT
130
LOT
131
LOT
132
LOT
127
LOT
71
LOT
69
LOT
68
LOT
67
LOT
66
LOT
65
LOT
70
LOT
63
LOT
62
LOT
61
LOT
60
LOT
59
LOT
64
LOT
161
LOT
160
LOT
159
LOT
158
LOT
157
LOT
162
LOT
155
LOT
154
LOT
153
LOT
152
LOT
151
LOT
156
LOT
49
LOT
50
LOT
51
LOT
52
LOT
53
LOT
54
LOT
150
LOT
149
LOT
148
LOT
147
LOT
146
LOT
145
LOT
55
LOT
56
LOT
57
LOT
58
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT
40MUH
1500SB 15TD
4IAE
3MG 45MF45CI
3QV10PE
40MUH
65VO
3MG 10PE42CI42MF2QV
4IAE
3IAE
3IAE 3IAE
6SP
10ZP 14VO
2IAE
70IV
28PL
1MG
3SP
1QV
21VO 2MG 35PL16TF
100IV 20ZP 1QV
21VO 2MG 35PL16TF
100IV 20ZP 2QV
21VO 2MG 35PL16TF
100IV 20ZP
2QV
20ZP 2MG
3IAE
16TF
100IV
21VO36PL
2QV
20ZP 2MG
3IAE
16TF
100IV
21VO36PL
3IAE
1QV
20ZP 2MG
16TF
100IV
21VO36PL
2QV
20ZP 2MG
16TF
100IV
21VO36PL 2IAE 18TF
110IV
2MG
36PL
21VO
20ZP
21VO
2CCS
6SP
36PL
100IV
2QV16TF
20ZP
16TF
1QV
2IC
4IAE
7AR
40PE8
30IC8
15AR8
131PE8
75IC8
50AR8
1QV
1MG
9IC8
18PE
6IC8
12PE8
12PE86IC8
5IC8 6PE82QV
3IC8
6PE8
1QV
2IAE
6SP
300SB
340MS
1QV
4QV
Scale
Checked By
Drawn By
MM
Drawing Date
L-5
MCCARTY & ASSOCIATES
LAND PLANNING
AND DESIGN
STUART FT. PIERCE
772.341.9322
www.McCartyLandPlanning.com
Mike@McCartyLandPlanning.com
DMS
NORTH
Scale: 1'' = 30'-0"
30'60'15'0'
Copyright
All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property ofthe designer, and were created, evolved, and developed for use on and in connection with the specified project. None ofsuch ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for anypurpose whatsoever without the written permission of the designer.
MA
T
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L
I
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E
(
S
E
E
S
H
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E
T
L
-
4
)
MATCHLINE (SEE SHEET L-3)
Se
b
a
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t
i
a
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,
F
l
o
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i
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a
Ha
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k
s
L
a
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d
i
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g
La
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d
s
c
a
p
e
P
l
a
n
2/3/25
Plant List
6/10/25
8/26/25
10/14/25
Existing Tree Symbol Legend
EX. TREE/ PALM IN DEVELOPMENT AREA TO REMAIN
EX. TREE BARRIER
1. PLANT AND LANDSCAPE MATERIALS SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1, AS GIVEN IN THE GRADES AND STANDARDS FOR NURSERY
PLANTS, PARTS I & II, AS PREPARED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES.
2. A 3" THICK LAYER OF ORGANIC NON-CYPRESS MULCH SHALL BE APPLIED TO ALL LANDSCAPE AND PLANTING AREAS.
3. ALL INVASIVE EXOTIC VEGETATION TO BE REMOVED FROM DEVELOPMENT AREA.
4. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED THAT IS CAPABLE OF PROVIDING 100% COVERAGE TO ALL LANDSCAPE AND PLANTING AREAS AND
HAVE AN AUTOMATIC MOISTURE SENSOR.
5. EXISTING TREES THAT ARE TO REMAIN SHALL BE BARRICADED ACCORDING TO CITY OF STUART ORDINANCES.
6. THIS PLAN HAS BEEN DESIGNED TO MEET WITH THE TREE PLANTING REQUIREMENTS CONTAINED WITHIN THE FPL DOCUMENT ENTITLED "PLANT THE RIGHT
TREE IN THE RIGHT PLACE."
7. FOR EXISTING OR PROPOSED UTILITIES, NO TREE SHALL BE PLANTED WHERE IT COULD, AT MATURE HEIGHT, CONFLICT WITH OVERHEAD POWER LINES.
LARGE TREES [ HEIGHT AT MATURITY OF MORE THAN THIRTY (30) FEET ] SHALL BE PLANTED NO CLOSER THAN A HORIZONTAL DISTANCE OF THIRTY (30) FEET
FROM THE NEAREST OVERHEAD POWER LINE. MEDIUM HEIGHT TREE [HEIGHT AT MATURITY BETWEEN TWENTY (20) AND THIRTY (30) FEET] SHALL BE OFFSET AT
LEAST TWENTY (20) FEET AND SMALL TREES [ HEIGHT AT MATURITY OF LESS THAN (20) FEET ] REQUIRE NO OFFSET.
8. NO TREE, SHRUBS, HEDGES OR VINES SHALL BE PLANTED WITHIN FIVE (5) FEET OF ANY EXISTING OR PROPOSED UTILITY POLE, GUY WIRE OR-PAD MOUNTED
TRANSFORMER. PALMS SHOULD BE PLANTED AT A DISTANCE EQUAL TO OR GREATER THAN THE AVERAGE FRONT LENGTH PLUS TWO (2) FEET FROM POWER
LINES.
9. IF PROTECTED TREES ARE REMOVED WITHOUT A PERMIT OR OTHERWISE IN VIOLATION OF THESE APPROVED PLANS, THE NUMBER OF REQUIRED
REPLACEMENT TREE CREDITS IN THE SCHEDULE SHALL BE DOUBLED. IN THIS SCENARIO, ALL CITY OF SEBASTIAN REGULATIONS MUST BE ADDRESSED,
INCLUDING BUT NOT LIMITED TO ADDITIONAL TREE REPLACEMENT REQUIREMENTS AND ASSOCIATED FEES FOR WORK WITHOUT A PERMIT.
10. IF ANY TREE FOR WHICH CREDIT WAS GIVEN UNDER THIS DIVISION IS NOT ALIVE AND GROWING THREE YEARS AFTER ALL ASSOCIATED DEVELOPMENT
ACTIVITY ON THE PROPERTY IS COMPLETED, IT SHALL BE REMOVED AND REPLACED WITH TREES OF AT LEAST THE SIZE WHICH ORIGINALLY WOULD HAVE BEEN
REQUIRED TO BE PLANTED IF SUCH CREDIT HAD NOT BEEN ALLOWED.
11. ENCROACHMENT INTO REQUIRED BUFFERYARDS AND LANDSCAPED AREAS BY VEHICLES, BOATS, MOBILE HOMES OR TRAILERS SHALL NOT BE PERMITTED,
AND REQUIRED LANDSCAPED AREAS SHALL NOT BE USED FOR THE STORAGE OR SALE OF MATERIALS OR PRODUCTS OR THE PARKING OF VEHICLES AND
EQUIPMENT.
12. REQUIRED LANDSCAPING SHALL BE MAINTAINED SO AS TO AT ALL TIMES PRESENT A HEALTHY, NEAT AND ORDERLY APPEARANCE, FREE OF REFUSE AND
DEBRIS. IF VEGETATION WHICH IS REQUIRED TO BE PLANTED DIES IT SHALL BE REPLACED WITH EQUIVALENT VEGETATION. ALL TREES FOR WHICH CREDIT
WAS AWARDED AND WHICH SUBSEQUENTLY DIE, SHALL BE REPLACED BY THE REQUISITE NUMBER OF LIVING TREES ACCORDING TO THE STANDARDS
ESTABLISHED IN THE CITY OF SEBASTIAN LANDSCAPE CODE.
13. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER. MAINTENANCE SHALL INCLUDE WEEDING, WATERING,
FERTILIZING, PRUNING, MOWING, EDGING, MULCHING OR OTHER MAINTENANCE, AS NEEDED AND IN ACCORDANCE WITH ACCEPTABLE HORTICULTURAL
PRACTICES. PERPETUAL MAINTENANCE SHALL BE PROVIDED TO PROHIBIT THE REESTABLISHMENT OF HARMFUL EXOTIC SPECIES WITHIN LANDSCAPING AND
PRESERVATION AREAS.
14. REGULAR LANDSCAPE MAINTENANCE SHALL BE PROVIDED FOR REPAIR OR REPLACEMENT, WHERE NECESSARY, OF ANY SCREENING OR BUFFERING
REQUIRED AS SHOWN ON THIS PLAN. REGULAR LANDSCAPE MAINTENANCE SHALL BE PROVIDED FOR THE REPAIR OR REPLACEMENT OF REQUIRED WALLS,
FENCES OR STRUCTURES TO A STRUCTURALLY SOUND CONDITION AS SHOWN ON THIS PLAN.
15. THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACING ANY REQUIRED LANDSCAPING IN EASEMENT AREAS THAT MAY BE DISTURBED BY FUTURE
MAINTENANCE.
16. COMMERCIAL FERTILIZER USE MUST COMPLY WITH LDC SEC. 50-5. - FLORIDA-FRIENDLY FERTILIZER USE ON URBAN LANDSCAPES, INCLUDING THE
PROHIBITED APPLICATION PERIOD OF JUNE 1ST THROUGH SEPTEMBER 30TH
Landscape Notes
L-6
MCCARTY & ASSOCIATES
LAND PLANNING
AND DESIGN
STUART FT. PIERCE
772.341.9322
www.McCartyLandPlanning.com
Mike@McCartyLandPlanning.com
Plant Specifications
Planting Details
Notes
Plant List
Scale
Checked By
Drawn By
MM
Drawing Date
DMS
Ha
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a
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La
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s
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N
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a
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,
F
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a
4"HT. SAUCER AROUND PLANTING
HOLE. TO BE REMOVED AFTER FIRST
GROWING SEASON.
LEAVE MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING LEAVE MOUND OF UNDISTURBED
SOIL TO PREVENT SETTLING.
#5 RE-BAR (OR EQUAL), 18"LONG
TOP, TO BE 3" BELOW GRADE.
FINISHED GRADE
BRIGHT COLORED SURVEYORS
TAPE AT MIDPOINT OF EACH
SUPPORT.
3"MINIMUM MULCH. SEE
SPECIFICATIONS.
3-#12 GAUGE GALVANIZED
GUY WIRE
REINFORCED RUBBER HOSE (NO
WIRE SHALL BE EXPOSED TO
TREE TRUNK).
NO PRUNING SHALL BE DONE PRIOR
TO INSTALLATION AND APPROVAL
BY LANDSCAPE ARCHITECT.
* SEE SPECIFICATIONS FOR BACKFILL MIXTURE AND FERTILIZATION* BRACING - SPECIAL SITE CONDITIONS MAY REQUIRE MODIFICATION TO BRACING TECHINQUE.
* SEE SPECIFICATIONS FOR BACKFILL MIXTURE AND FERTILIZATION.
Groundcover Planting
Plan
3" MINIMUM MULCH. SEE SPECIFICATIONS.
OF 4". LOOSELY TILL ENTIRE PLANT BED.
PROPER COVERAGE OF GROUNDCOVER.
CUTTINGS: THOROUGHLY WORK IN 2" OFBACKFILL MIXTURE TO A MINIMUM DEPTH
ALTERNATE SPACING OF PLANTS TO ASSURE
3" DEPTH MINIMUM MULCH. SEE SPECS.
PLANT SO THAT TOP OF ROOT BALL IS LEVEL
3" MINIMUM MULCH. SEE SPECIFICATIONS.
DIAMETER OF HOLE SHALL BE TWICE THE
REMOVE ANY PLASTIC OR METAL
* SEE SPECIFICATIONS FOR BACKFILL MIXTURE AND FERTILIZATION.
Section
Shrub Planting
FINISHED GRADE
DIAMETER OF ROOT BALL.
WITH FINISHED GRADE.
LEAVE MOUND OF UNDISTURBED SOIL
TO PREVENT SETTLING.
FINISHED GRADE.
CONTAINERS.
EXCESSIVE MOVEMENT & MAINTAIN A VERTICAL POSITION. LANDSCAPE CONTRACTOR WILL ADEQUATELY BRACE (OR WIRE) ALL TREES TO PREVENT
Tree Planting
#5 REBAR (OR EQUAL), 24" LONG,
LEAVE MOUND OF UNDISTURBED
SOIL TO PREVENT SETTLING
TOP TO BE 3" BELOW GRADE.
FINISHED GRADE
LANDSCAPE ARCHITECT.
TO BE REMOVED AFTER FIRST PLANTING
4" HT. SAUCER AROUND PLANTING HOLE.
3-#12 GAUGE GALVANIZED GUY WIRE
MIDPOINT OF EACH SUPPORT
BRIGHT COLORED SURVEYORS TAPE AT
SHALL BE EXPOSED TO TREE TRUNK.
TO INSTALLATION AND APPROVAL BY
NO PRUNING SHALL BE DONE PRIOR
REINFORCED RUBBER HOSE (NO WIRE
SEASON.
* SEE SPECIFICATIONS FOR BACKFILL MIXTURE AND FERTILIZATION
APPLIES TO: SABAL PALMS, WASHINGTON PALMS, CANARY ISLAND DATE PALMS,
Palm Planting
TIE HEADS OF PALMS WITH BURLAP STRIPS.DO NOT TRIM FRONDS OR BUD HEARTUNLESS OTHERWISE SPECIFIED.
STEEL BANDS. DO NOT NAIL BATTENS TO* SECURE BATTENS WITH 2-3/4" HI-CARBON
TREES.
SENEGAL DATE PALMS
3" MINIMUM MULCH. SEE SPECIFICATIONS.
4" HT. SAUCER AROUND PLANTING HOLE TO BE
FINISHED GRADE
2"x4"x24" STAKE PAD BURIED 3" BELOW GRADE.
FILL AROUND BALL WITH CLEAN SAND
REMOVED AFTER FIRST GROWING SEASON.
STEEL BANDS (2)*
5 LAYERS OF BURLAP
5-2"x4"x16" WOOD BATTENS
A VERTICAL POSITION.
BRACE ALL PALMS TO PREVENT EXCESSIVE MOVEMENT AND MAINTAIN
BRACING TECHNIQUE. LANDSCAPE CONTRACTOR WILL ADEQUATELY * BRACING: SPECIAL SITE CONDITIONS MAY REQUIRE MODIFICATION TO
* SEE SPECIFICATIONS FOR BACKFILL MIXTURE AND FERTILIZATION
Palm Planting
APPLIES TO: ROYAL PALMS, QUEEN PALMS, ALEXANDER PALMS, MANILA PALMS.
FILL AROUND BALL WITH CLEAN SAND
2"x4"x24" STAKE PAD BURIED 3" BELOW
STEEL BANDS (2)*
REMOVED AFTER FIRST GROWING SEASON.
5 LAYERS OF BURLAP
5-2"x4"x16" WOOD BATTENS
*SECURE BATTENS WITH 2-3/4" HI-CARBON
STEEL BANDS. DO NOT NAIL BATTENS TO TREES.
4" HT. SAUCER AROUND PLANTING HOLE TO BE
FINISHED GRADE
GRADE.
FOR TREES 6'-14'HT.NOTES: SEE SPECIFICATIONS FOR BACKFILL MIXTURES AND FERTILIZATION. BRACING-SPECIAL SITE CONDITIONS MAY REQUIRE MODIFICATION TO BRACING TECHNIQUE. LANDSCAPE CONTRACTOR WILL ADEQUATELY BRACE (OR WIRE) ALL TREES TO PREVENT EXCESSIVE MOVEMENT AND MAINTAIN A VERTICAL POSITION.
Irregular & Multi-Stem Tree Planting
3" DEPTH MINIMUM MULCH. SEE SPECIFICATIONS.
INSTALL AT NURSERY GRADE OR SLIGHTLY HIGHER. REMOVE
ALL SUCKER GROWTH.
INSTALL AT NURSERY GRADE OR
SLIGHTLY HIGHER.
3" DEPTH MINIMUM MULCH. SEE SPECIFICATIONS.
INSTALL AT NURSERY GRADE OR SLIGHTLY HIGHER.
- Prior to the installation of any plant material all existing and imported soils shall be tested and amended to meet the soil
specifications and specific plant needs as shown on this plan.
- All plant material, unless specified as being Florida Fancy or Specimen, shall be Florida Grade Number 1 or better as determined by
the Florida Division of Plant Industry.
- All plant materials and sod shall have an automatic irrigation system providing 100% coverage.
- Maintain positive drainage away from building.
- All plant material shall be planted, fertilized and mulched as per the Plant Details and Plant Specifications noted on this plan.
- Landscape Contractor shall research plans and contact appropriate agencies to determine location of utilities and obstructions prior
to commencing work. Any utilities or unanticipated obstructions shall be reported immediately to the Landscape Architect.
- Landscape Contractor will be responsible for obtaining all necessary permits, licenses, inspections, and insurance as required by the
State and local agencies.
-Quantities shown on plant list are for convenience only. If a discrepancy occurs between the plan and plant list the plan shall prevail.
Trees:
Shrubs:
MEASUREMENTS
Palms:
7-15 gal. 1/2 lb. 4
6" and larger 3 lbs./1" caliper 2/1" caliper
1"-6" caliper 2 lbs./1" caliper 2/1" caliper
PLANT SIZE 16-7-12 "AGRIFORM" TABLET (21 Grams)
3 gal. 1/3 lb. 2
1 gal. 1/4 lb. 1
SPECIES AND SIZE shall conform to those indicated on the drawings. Nomenclature shall conform to
STANDARDIZED PLANT NAMES, current edition. All nursery stock shall be in accordance with Grades and Standards
for Nursery Plants Parts I & II, latest edition published by the Florida Department of Agriculture and Consumer Services.
All plants not otherwise specified as being Florida Fancy or Specimen, shall be Florida Grade Number 1 or better as
determined by the Florida Division of Plant Industry. Specimen means an exceptionally heavy, symmetrical, tightly knit
plant, so trained or favored in its development that first appearance is unquestionable and outstandingly superior in
form, number of branches, compactness and symmetry.
GENERAL REQUIREMENTS
All plants shall be freshly dug, sound, healthy, vigorous, well branched, and free of disease and insect eggs and larvae,
and shall have adequate root systems. Trees for planting rows shall be uniform in size and shape. All materials shall
be subject to approval by the Landscape Architect. Where any requirements are omitted from the plant list, the plants
furnished shall be normal for the variety. Plants shall be pruned prior to delivery only upon the approval of the
Landscape Architect.
CONTAINER GROWN STOCK
All container grown material shall be healthy, vigorous, well rooted plants, and established in the container in which
they are sold. The plants shall have tops which are good quality and in a healthy growing condition. An established
container grown plant shall be grown in that container sufficiently long enough for the new fibrous roots to have
developed so that the root mass will retain its shape and hold together when removed from the container. Plant root
bound in containers are unacceptable.
Height shall be measured from ground to the average height of canopy. Spread shall be measured to the
end of branching equally around the crown from the center of the trunk. Measurements are not to include
any terminal growth. Single trunk trees shall be free of "V" crotches that could be points of weak limb
structure or disease infestation.
Heights shall be measured from the ground to the average points where mature plant growth stops.
Spread shall be measured to the end of branching equally around the shrub mass. Measurements
are not to include any terminal growth.
Clear Trunk (C.T.), shall be measured from the ground at the time of installation to the point where the
mature aged trunk joins the immature or green portion of the trunk or the head.
Overall height (O.H.), shall be measured from the ground at the time of installation to a point three
quarters the length of the unopened bud. Palms with marred or burned trunks will not be accepted.
COMMERCIAL FERTILIZER
Two fertilizer shall be used in all types of plantings, except palms. Granular fertilizer shall be uniform in composition, dry and free
flowing. This fertilizer shall be delivered to the site in the original unopened bags, each bearing the Manufacturer's statement of
analysis, and shall meet the following requirements: sixteen (16%) percent nitrogen, seven (7%) percent phosphorus, twelve (12%)
percent potassium, plus iron. Tablet fertilizer ("Agriform" or equal) in 21 gram size shall meet the following requirements: twenty (20%)
percent nitrogen, ten (10%) percent phosphorous, five (5%) percent potassium.
The two fertilizers will be applied at the following rates:
"Florida East Coast Palm Special" will be applied to all palms at installation at a rate of 1/2 lb. per inch of trunk caliper unless otherwise
specified.
MULCH
Mulch material shall be three (3) inches of shredded melaleuca mulch (sterilized and free of seeds) or approved equal, moistened at
the time of application to prevent wind displacement.
SUBSTITUTIONS
No substitutions of plant material types or size will be allowed without written consent of the Landscape Architect. B&B material will
not be accepted as substitute for container grown material unless previously approved. Alternate substitutions shall be indicated in
bid.
SOIL
Planting soil for use in preparing backfill for plant pits shall be added at a rate of seventy-five (75%) percent to twenty-five
(25%) percent existing soil. This soil mix shall be used in all plant pits except Sabal palms which shall be backfilled with
clean sand. Planting soil shall be a fertile, friable natural topsoil or loamy character. It shall contain forty (40) to fifty (50)
percent decomposed organic matter and shall be free from heavy clay, stones, lime, plants, roots or other foreign
materials or noxious grasses (such as Bermuda or nut grass) and noxious weeds. It shall not contain toxic substances
which may be harmful to plant growth.
2/3/25
6/10/25
8/26/25
10/14/25
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
S00 00'00"W 1,257.55'(B.B.)
N00 00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
S
S
SS
SS
S
S
SS
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80
'
55
'
PR
O
P
O
S
E
D
4-U
N
I
T
D
W
E
L
L
I
N
G
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
EXISTING SWALE
400 LF of 8" PVC @ 0.42%231 LF of 8" PVC @ 0.42%400 LF of 8" PVC @ 0.42%
389 LF of 8" PVC @ 0.42%394 LF of 8" PVC @ 0.42%400 LF of 8" PVC @ 0.42%
11
0
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
15
4
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
24
4
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
30
0
L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
110 L
F
o
f
8
"
P
V
C
@
0
.
4
2
%
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
S00 00'00"W 1,257.55'(B.B.)
N00 00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
S
S
SS
SS
S
S
SS
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80
'
55
'
PR
O
P
O
S
E
D
4-U
N
I
T
D
W
E
L
L
I
N
G
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
EXISTING SWALE
DRAINAGE GRATE
TYPE "C" INLET (TYP.)
APPLEBERG STREET
(50' R/W)
SUNBURST CIRCLE
(50' R/W)
L
=
1
0
9
.
3
3
'
25' LANDSCAPE BUFFER 25' LANDSCAPE BUFFER
L
=
4
8
.
4
0
'
L
=
2
2
5
.
0
0
'
L = 1032.55'
L = 1182.21'
DRAINAGE GRATE
TYPE "C" INLET (TYP.)
NATIVE PRESERVE / RE-PLANT
TRACT O
±13,998 SF / 0.32 AC
TR
A
C
T
Q
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
R
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
Z
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
Y
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
X
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
W
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
V
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
T
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
S
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
E
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
F
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
G
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
H
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
I
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
J
±
1
,
0
0
0
S
.
F
.
TR
A
C
T
L
±
1
,
0
0
0
S
.
F
.
AMENITIES TRACT M
±14,693 S.F.
0.34 AC
PROP. BENCHES FOR
REC. AREA USE (TYP.)
SWM TRACT B
WET RETENTION
±63,018 S.F. / 1.45 AC
POND @ C.E.= 1.05 AC
SWM TRACT A
WET RETENTION
±19,660 S.F. / 0.45 AC
POND @ C.E.= 0.25 AC
SWM TRACT C
WET RETENTION
±18,464 S.F. / 0.43 AC
POND @ C.E.= 0.24 AC
NATIVE PRESERVE / REPLANTING
TRACT N
±12,133 SF / 0.28 AC
LANDSCAPE BUFFER TRACT CC ±28,306 S.F. / 0.65 AC
L
=
2
2
5
.
0
0
'
L
=
7
3
.
7
8
'
L
=
2
0
2
.
7
8
'
OPEN SPACE
TRACT P
±5,669 SF
0.13 AC
CONSERVATION AREA TRACT D
±33,883 SF / 0.78 AC
L
=
1
5
6
.
4
3
'
REFER TO ENTRANCE DETAIL
ON SHEET C-2.1.2
PROP. BENCHES FOR
REC. AREA USE (TYP.)
TR
A
C
T
U
±
3
,
9
6
8
S
.
F
.
PUBLIC DOG PARK & TRAIL
TRACT EE
±35,188 SF / 0.81 AC
TR
A
C
T
K
±
1
,
0
0
0
S
.
F
.
CONSERVATION AREA
TRACT AA
±82,952 SF / 1.90 AC
15' LANDSCAPE BUFFER TRACT DD
±1,875 S.F. / 0.04
25' LANDSCAPE BUFFER TRACT BB
±2,850 S.F. / 0.07
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
SCHUMANN DRIVE
(50' PUBLIC R/W)
EX
I
S
T
I
N
G
C
I
T
Y
O
F
S
E
B
A
S
T
I
A
N
DR
Y
D
R
A
I
N
A
G
E
D
I
T
C
H
AMENITY TRAIL
TRACT GG
±10,409 (0.24 AC)
PROP. 4' RECREATIONAL
MULCH TRAIL (TYP.)
AMENITY TRAIL
TRACT HH
±4,948(0.11 AC)
PROP. BENCHES FOR
REC. AREA USE (TYP.)
PROP. BENCHES,
TRASH CAN & BAG
PROP. BENCHES,
TRASH CAN & BAG
FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50
FFE = 23.00FFE = 23.50FFE = 23.50
FFE = 23.50FFE = 23.50FFE = 23.50 FFE = 23.50 FFE = 23.50 FFE = 23.50
FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50FFE = 23.50
FF
E
=
2
3
.
5
0
FF
E
=
2
3
.
0
0
FF
E
=
2
3
.
0
0
FF
E
=
2
3
.
5
0
FF
E
=
2
3
.
5
0
C.E. = 16.00
TOB. = 20.50
C.E. = 16.00
TOB = 20.50
C.E. = 16.00
TOB. = 20.50
FFE = 23.50
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
LOT
1
LOT
8
LOT
9
LOT
10
LOT
11
LOT
12
LOT
7
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
13
LOT
20
LOT
21
LOT
22
LOT
23
LOT
24
LOT
19
LOT
26
LOT
27
LOT
28
LOT
29
LOT
30
LOT
25
LOT
32
LOT
33
LOT
34
LOT
35
LOT
36
LOT
31
LOT
38
LOT
39
LOT
40
LOT
41
LOT
42
LOT
37
LOT
44
LOT
45
LOT
46
LOT
47
LOT
48
LOT
43
LOT
116
LOT
117
LOT
118
LOT
119
LOT
120
LOT
115
LOT
122
LOT
123
LOT
124
LOT
125
LOT
126
LOT
121
LOT
134
LOT
135
LOT
136
LOT
137
LOT
138
LOT
133
LOT
140
LOT
141
LOT
142
LOT
143
LOT
144
LOT
139
LOT
128
LOT
129
LOT
130
LOT
131
LOT
132
LOT
127
LOT
87
LOT
86
LOT
85
LOT
84
LOT
83
LOT
88
LOT
81
LOT
80
LOT
79
LOT
78
LOT
77
LOT
82
LOT
75
LOT
74
LOT
73
LOT
72
LOT
71
LOT
76
LOT
69
LOT
68
LOT
67
LOT
66
LOT
65
LOT
70
LOT
63
LOT
62
LOT
61
LOT
60
LOT
59
LOT
64
LOT
92
LOT
91
LOT
90
LOT
89
LOT
161
LOT
160
LOT
159
LOT
158
LOT
157
LOT
162
LOT
155
LOT
154
LOT
153
LOT
152
LOT
151
LOT
156
LOT
98
LOT
97
LOT
96
LOT
95
LOT
94
LOT
93
LOT
105
LOT
106
LOT
107
LOT
108
LOT
109
LOT
110
LOT
49
LOT
50
LOT
51
LOT
52
LOT
53
LOT
54
LOT
150
LOT
149
LOT
148
LOT
147
LOT
146
LOT
145
LOT
103
LOT
102
LOT
101
LOT
100
LOT
99
LOT
104
LOT
55
LOT
56
LOT
57
LOT
58
LOT
112
LOT
113
LOT
114
LOT
111
PROP. 4' RECREATIONAL
GRAVEL TRAIL (TYP.)
MAIN ENTRANCE
TRACT II
(0.13 AC)
SECONDARY ENTRANCE
TRACT JJ
(0.14 AC)
VEHICLE GATES
6' BLACK
OPAQUE FENCE
10' UTILITY EASEMENT
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
Scale
Checked By
Drawn By
MM
Drawing Date
L-7Copyright
All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property ofthe designer, and were created, evolved, and developed for use on and in connection with the specified project. None ofsuch ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for anypurpose whatsoever without the written permission of the designer.
MCCARTY & ASSOCIATES
LAND PLANNING
AND DESIGN
STUART FT. PIERCE
772.341.9322
www.McCartyLandPlanning.com
Mike@McCartyLandPlanning.com
DMS
Se
b
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Tr
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NORTH
Scale: 1'' = 30'-0"
30'60'15'0'
Existing Tree Symbol Legend
2/3/25
Ex. Tree Data
6/10/25
8/26/25
10/14/25
EX. TREE/ PALM IN DEVELOPMENT AREA TO REMAIN
EX. TREE/ PALM NUMBER & DESCRIPTION
EX. TREE BARRIER
Existing Tree Chart
Scale
Checked By
Drawn By
MM
Drawing Date
L-8
MCCARTY & ASSOCIATES
LAND PLANNING
AND DESIGN
STUART FT. PIERCE
772.341.9322
www.McCartyLandPlanning.com
Mike@McCartyLandPlanning.com
DMS
Se
b
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F
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Tr
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P
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a
n
2/3/25
6/10/25
8/26/25
10/14/25
Existing Tree Chart
Scale
Checked By
Drawn By
MM
Drawing Date
L-9
MCCARTY & ASSOCIATES
LAND PLANNING
AND DESIGN
STUART FT. PIERCE
772.341.9322
www.McCartyLandPlanning.com
Mike@McCartyLandPlanning.com
DMS
Se
b
a
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,
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2/3/25
6/10/25
8/26/25
10/14/25
25' PAVEMENT
CONC. WALK PAVEMENT WALK PAVEMENT WALKPAVEMENT WALK
INVERT
EL.=14.06'
INVERT
EL.=14.41'
INVERT
EL.=14.43'
6" PLASTIC PIPE
24" PLASTIC PIPE24" PLASTIC PIPE
INVERT
EL.=13.21'
INVERT
EL.=13.44'
INVERT
EL.=13.57'
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
N00 00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.58'
SET TBM
ON PK/TAB
EL.=20.36
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80
'
55
'
PR
O
P
O
S
E
D
4-
U
N
I
T
D
W
E
L
L
I
N
G
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
PROPOSED
AMENITY CENTER
EXISTING SWALE
SUCTION LINE
REVISIONS
DI
X
I
E
L
A
N
D
S
C
A
P
E
P.
3
0
5
-
8
8
4
-
5
7
0
0
F
.
3
0
5
-
8
8
4
-
8
8
4
3
Mi
a
m
i
,
F
L
3
3
1
7
8
12
9
5
0
N
o
r
t
h
w
e
s
t
1
1
3
C
t
.
Of Sheets
Sheet
Check
Drawn
Scale
Date
LI
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
Th
i
s
D
r
a
w
i
n
g
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
D
i
x
i
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L
a
n
d
s
c
a
p
e
C
o
.
,
I
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c
.
,
an
d
is
an
in
s
t
r
u
m
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n
t
of
se
r
v
i
c
e
no
t
to
be
re
p
r
o
d
u
c
e
d
in
wh
o
l
e
or
in
pa
r
t
wi
t
h
o
u
t
th
e
ex
p
r
e
s
s
wr
i
t
t
e
n
pe
r
m
i
s
s
i
o
n
of
sa
m
e
.
DA
T
E
:
DI
E
G
O
J
.
V
A
N
D
E
R
B
I
E
S
T
,
R
L
A
FL
O
R
I
D
A
N
O
.
6
6
6
7
3
5
5
HA
W
K
S
L
A
N
D
I
N
G
TE
R
R
A
S
O
L
O
G
R
O
U
P
IR
R
I
G
A
T
I
O
N
I
N
D
E
X
10/20/2025
NTS
AN
EH
IR-1
SE
B
A
S
T
I
A
N
,
F
L
O
R
I
D
A
IR-2 IR-3 IR-4
IR-7IR-6IR-5
Comment 10/28/2025
15
CONC. WALK PAVEMENT WALK
S9
0
00
'
0
0
"
W
4
1
0
.
0
0
'
SET TBM
ON PK/TAB
EL.=20.58'
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
120'
60'
PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
PROPOSED
AMENITY CENTER
8
8
8
8
8
8
8
8
8
SS
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
15
15
15
15
15
15
15
15
15
15
15
15
15
15
12
12
12
12
12
12
12
12
12
12
12
12
15
15
15
15
15
15
15
15
15
15
15
15
12
12 12
121212
12 12
1212
1212 12
1212
12
15
15
1510
10
10 10 10 10 10 10
10 10 10 10 10 15 15 1512
12
10
10
10 10 10 10 10 10
10 10 10 10 10
15
15
1515
15
10
15
15
15
10
10
10
10
10
10
10
15
15
15
1212
12 12
12
12
12
1212
12
12
12
1212
12 12
15 1515151515151515151515
15
15
15151515151515151515
12
15
15
10
10
10
10
10
10
15
15 15
15
15
15
15
15
15
1515
15
15
15
15
1515151515151515
1515151515151515
15
1515
1515
12
S
E
E
S
E
E
S
E
E
E ES
2"
E S E
E S E
2"
2"
2"2"2"2"2"2"
E
E
S
E
E
S
E
E
S
1212
12 12
12
12
12
12 12
12
12
12
1212
12 12
12
15 15
15
15
15
15
15
15 15
15
15
15
15
15
15
1515
15
15
15 15
15
15
15
2"2"2"15
15
15
15
15
15
15
15 15 15 15 15 15 15 15 15 15
E
E
S
E
E
S
E
E
S
12 12
1212
12
121212
12 12
1212
15
15
15
15
15
15
15
15
15
12
12
15
15
15
15
15
15
15
15
15
15
1515
15
ES
E
12
2"
2"
E
E S
12 12
1212
1212
15
1.5
1.51.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
3 4"
3 4"
114"
3 4"
3 4"
1"
1"
15 15 15 15 15
8
8
888
8 8 8
1515
15
15
15
15
15
15
15
15
15
12
3 4"
114"
2"
3"
2"
2"
15
12
8
8
8
10
12
12
12
12
12
12
12
12
10
12
12
12
12
12
12
3 4"
3 4"
1"
1"
114"
3 4"
114"
3 4"
2"
1"
3 4"
2"
212"
4"
3 4"
1"
114"
3 4"
2"
3 4"
1"
3 4"
3 4"
2"
1"
1"
114"
114"3 4"
3 4"
3 4"3 4"
1"
11 4"
3 4"3 4"
1"
1"
11 4"
114"3 4"3 4"
3 4"3 4"
114"
114"
112"
3 4"3 4"
3 4
11
11
112
3 4"1"1"114"
112"
2"
3 4"
3 4"
1"
3 4"1"114"
2"
1"
3 4"
114"
114"
11 4"
3 4"
112"
3 4"
3 4"
1"
1"
114"
114"
3 4"
2"
3"1"
2"
3 4"
1"
112"
3 4"
3 4"
3 4"3"2"
3 4"
114"2"
1"3 4"
3"
1"3 4"3 4"
3 4"
114"
3 4"3 4"3 4"3 4"3 4"
2"212"112"3 4"3 4"
112"
3 4"3 4"
2"212"2"112"
3 4"
3 4"
3 4"
3 4"
3 4"
3 4"1"
3 4"
3 4"
3 4"
114"
114"
3 4"
3 4"
3 4"
3 4"
3 4"
2"
3 4"
3 4"3 4"
2"212"
3 4"
112"
3 4"
3 4"
112"112"
2"2"2"2"
2"
2"
3 4"
1"
E
E
E
E
E
E
E
E
S S S S S S S E E E E E E E E E ES
E
E E ESS
1515 15 15 15 15
15
15
1"
3 4"
1"
3 4"1"3 4"
2"
3 4"
114"
114"
112"
3 4"112"
1"
212"
1"114"
3"
112"
1"
114"
3 4"
3 4"
2"
2"
2"
2"
1"
3 4"
112"
112"
2"
3 4"
2"2"2"2"2"2"2"
3 4"
212"3 4"
3 4"
2"3"
A-1
-2"
A-2
88.32"
A-3
23.11"
A-5
-2"
A-6
43.0112"
A-7
83.92"
A-8
84.32"
A-9
-2"
A-4
39.6112"
A-10
85.52"
A-11
-2"
112"2"112"2"1"1"
Note: temporary Irrigation /
valve for new propose trees
within the natural preserve
area. Shut off once landscape
become established.
Note: temporary Irrigation /
valve for new propose trees
within the natural preserve
area. Shut off once landscape
become established.
Note: temporary Irrigation /
valve for new propose trees
within the natural preserve
area. Shut off once landscape
become established.
REVISIONS
DI
X
I
E
L
A
N
D
S
C
A
P
E
P.
3
0
5
-
8
8
4
-
5
7
0
0
F
.
3
0
5
-
8
8
4
-
8
8
4
3
Mi
a
m
i
,
F
L
3
3
1
7
8
12
9
5
0
N
o
r
t
h
w
e
s
t
1
1
3
C
t
.
Of Sheets
Sheet
Check
Drawn
Scale
Date
LI
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
Th
i
s
D
r
a
w
i
n
g
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
D
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x
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L
a
n
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s
c
a
p
e
C
o
.
,
I
n
c
.
,
an
d
is
an
in
s
t
r
u
m
e
n
t
of
se
r
v
i
c
e
no
t
to
be
re
p
r
o
d
u
c
e
d
in
wh
o
l
e
or
in
pa
r
t
wi
t
h
o
u
t
th
e
ex
p
r
e
s
s
wr
i
t
t
e
n
pe
r
m
i
s
s
i
o
n
of
sa
m
e
.
DA
T
E
:
DI
E
G
O
J
.
V
A
N
D
E
R
B
I
E
S
T
,
R
L
A
FL
O
R
I
D
A
N
O
.
6
6
6
7
3
5
5
HA
W
K
S
L
A
N
D
I
N
G
TE
R
R
A
S
O
L
O
G
R
O
U
P
IR
R
I
G
A
T
I
O
N
P
L
A
N
10/20/2025
1"= 20'-0"
AN
EH
IR-2
SE
B
A
S
T
I
A
N
,
F
L
O
R
I
D
A
Comment 10/28/2025
25' PAVEMENT
PAVEMENT WALK
N00 00'00"E 1,132.55'
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
120'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
PROPOSED
AMENITY CENTER
EXISTING SWALE
1212
12 12
12
12
12
1212
12
12
12
1212
12 12
S
E
E
S
E
E
S
E
E
2"2"2"
15
15 15
15
15 15 15 15 15 15 15 15
15 1515 15 15 15 15 15
15
15
15
15
15
15
15
1212
12 12
12
12
12
1212
12
12
12
1212
12 12
S
E
E
S
E
E
S
E
E
2"2"2"
12
15 15
15 15
15
15 15 15 15 15 15 15 15
15 1515 15 15 15 15 15
15
15
15
15
15 15
15
15
15
15
15
15
1515
15
15
15 15
15
15
15
1212
12 12
12
12
12
1212
12
12
12
1212
12 12
S
E
E
S
E
E
S
E
E
2"2"2"
12
15 15
15 15
15
15 15 15 15 15 15 15 15
15 1515 15 15 15 15 15
15
15
15 15
15
15
15
15
15
15
1515
15
15
15 15
15
1212
12 12
12
12
12
1212
12
12
12
1212
12 12
S
E
E
S
E
E
S
E
E
2"2"2"
12
15 15
15 15
15
15 15 15 15 15 15 15 15
15 1515 15 15 15 15 15
15
15
15 15
15
15
15
15
15
15
1515
15
15
15 15
15
12
12
12
12
1212
12 12
S
E
E
2"2"
12
15 15
15 15
15
15 15 15 15
15 1515 15
15
15
15 15
15
15
15
15
15
15
1515
15
15
15 15
15
15
15
15
15 15
15
15
15
15
12 12
1212
12
12 1212
12 12
1212
S
E
E
S
E
E
S
E
E
12
15151515151515151515
15
15
15
15
15
15
152"2"2"
15
15
15
15
15
15
15
2"
15128888888
8 8 8 8 8 8
15 15
8
15
15
15 12
15151515
8
8
8
10
10
3 4"
3 4"
1.0 1.01.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0 1.0
3 4"1"1"114"
112"
114"
15
15
15
15
15
15
15
15 12
212"
3"
6"
2"
15
15
15
15
15
15
15
15
15
15
15
15
2"2"2"2"2"2"
1"
1"
114"
114"3 4"3 4"
3 4"3 4"
114"
114"
112"
3 4"3 4"
1"
1"
114"
114"3 4"3 4"
3 4"3 4"
114"
112"
3 4"3 4"
1"
1"
114"3 4"
3 4"3 4"
3 4"
114"
114"
112"
3 4"3 4"3 4"114"3 4"
3 4"3 4"
3 4"3 4"3 4"
3 4"
1"
1"
114"
3 4"3 4"
114"
112"
3 4"3 4"
15
15
2"2"2"
1"
3 4"
114"
112"
112"
3 4"
2"2"
3 4"
3 4"
1"
114"
114"
114"
112"
3 4"3 4"
2"
3 4"
1"
114"
3 4"
112"3 4"
2"212"2"
3 4"
112"
3 4"
3 4"
3 4"
1"3 4"3 4"
3 4"
3 4"
114"
1"3 4"
3 4"3 4"
112"3 4"3 4"
3 4"3 4"
3 4"112"212"2"3 4"
112"3 4"
3 4"
3 4"3 4"
112"212"2"
3 4"
3 4"
11 4"112"
114"
3"
1"
114"
3 4"3 4"
3 4"3 4"
3 4"
114"
1"3 4"
112"
3 4"
3 4"2"212"
3 4"
3 4"3 4"
3 4"112"3 4"
112"3 4"3 4"
3 4"
3 4"
3 4"3 4"
3 4"
3 4"
1"3 4"3 4"
112"2"
212
5"
2"2"2"
E E S S S E
E
E E S S S S S S S S S S S S S S S S S S S S S S S S S S E E E E E E E E E ES
3 4"1"1"114"
3 4"1"1"
112"
114"
112"
212"
3"
3 4"1"
112"
2"
3 4"
112"
2"
1"
2"2"2"2"2"2"2"
3 4"
3 4"
1"
1"
112"
3"2"
112"
114"
3 4"
3 4"
114"
A-12
84.32"
A-13
84.32"
A-14
-2"
A-15
84.32"
112"2"2"112"2"2"112"2"112"2"
A-16
84.32"
A-1
80.12"
REVISIONS
DI
X
I
E
L
A
N
D
S
C
A
P
E
P.
3
0
5
-
8
8
4
-
5
7
0
0
F
.
3
0
5
-
8
8
4
-
8
8
4
3
Mi
a
m
i
,
F
L
3
3
1
7
8
12
9
5
0
N
o
r
t
h
w
e
s
t
1
1
3
C
t
.
Of Sheets
Sheet
Check
Drawn
Scale
Date
LI
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
Th
i
s
D
r
a
w
i
n
g
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
D
i
x
i
e
L
a
n
d
s
c
a
p
e
C
o
.
,
I
n
c
.
,
an
d
is
an
in
s
t
r
u
m
e
n
t
of
se
r
v
i
c
e
no
t
to
be
re
p
r
o
d
u
c
e
d
in
wh
o
l
e
or
in
pa
r
t
wi
t
h
o
u
t
th
e
ex
p
r
e
s
s
wr
i
t
t
e
n
pe
r
m
i
s
s
i
o
n
of
sa
m
e
.
DA
T
E
:
DI
E
G
O
J
.
V
A
N
D
E
R
B
I
E
S
T
,
R
L
A
FL
O
R
I
D
A
N
O
.
6
6
6
7
3
5
5
HA
W
K
S
L
A
N
D
I
N
G
TE
R
R
A
S
O
L
O
G
R
O
U
P
IR
R
I
G
A
T
I
O
N
P
L
A
N
10/20/2025
1"= 20'-0"
AN
EH
IR-3
SE
B
A
S
T
I
A
N
,
F
L
O
R
I
D
A
Comment 10/28/2025
PAVEMENT WALK
ON PK/TAB
EL.=20.36
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
10
15
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
15
15
15
15
15
15
15
15
15
15
15
15
15
15 15 15 15
15
15
15
15
15
15 15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15 15
15
15
12
1515151515151510
10
12
8
8
8
10
10
10
SSSSS
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
1510101010101010
1212
12 12
12
12
12
12
S
E
E
S
E
E
2"
15 15 15 15 15
15 15 15 15 15
1212
12 12
12
12
12
1212
12
12
12
1212
12 12
S
E
E
S
E
E
S
E
E
2"2"2"
12
15 15
15 15
15
15 15 15 15 15 15 15 15
15 1515 15 15 15 15 15
15
15
15 15
15
15
15
15
15
15
1515
15
15
15 15
15
1515
15
15
15
15
15
15
15
15
15 15
12 12
1212
12
12 1212
12 12
1212
S
E
E
S
E
E
S
E
E
15151515151515151515
15
15
15
15
152"2"2"
2"
15
15
15
15
15
15
15
15
15
15 EES
EES
12 1212
12
12 12
1212
12
15 15 15 15
15
15
15
15
15 15
15
2"
15 12
15
15 15
15 15 15 15 15
2"
15 15 15 15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
1515151515
15
15
15
15
15
15
15
15
15
15
15
15
15
15
2"
2"
114"
3 4"
1"
1"
114"
114"
112"
4"
112"112"
212"
112"
114"
114"
1"
3 4"
1"
3 4"1"
1"
3 4"
112"2"
2"
212"
3 4"
1"
112"
2"2"
212"
112"
3"114"1"212"
112"
114"
3 4"
1"
114"
1"
1515
15
15
15
15
15
15
15
15
15
8
8
8
8
8
8
8
8
8
8 2"
2"
3 4"
1"
114"
3 4"
3 4"
1"
1"
3"
15
15 15
15 15
15
2"2"2"
3 4"
1"
1"
114"
3 4"3 4"3 4"
1"
1"
114"
3 4"
3 4"
3 4"
3 4"
114"
114"
112"
3 4"3 4"3 4"
15
15
2"2"
"
3 4"
3 4"
112"
3 4"
3 4"3 4"
1"
1"
1"
114"
112"
3 4"3 4"
2"3 4"
1"114"
1"
114"
3 4"
3 4"
3 4"
2"
3 4"
3 4"1"3 4"
4"3 4"112"3 4"3 4"3 4"3 4"
3 4"3 4"
114"3 4"
3"
3 4"
2"
112"
3 4"
3 4"3 4"
3 4"
2"212"
114"
3 4"
3 4"
114"1"
112"
1"
212"
212"112"
2"
SS
E E E E E E E E
E
E
E
S S S S S S S
E
E
E
E
E
3 4"
3 4"
112"
112"
2"
1"
2"2"2"2"2"2"2"
"
114"
3 4"112"112"2"
3 4"
3 4"
3 4"
1"
114"
2"
2"
2"
2"
2"
112"112"114"3 4"3 4"2"2"
112"114"3 4"
A-18
-2"
A-19
84.32"
A-20
41.71"
A-21
81.22"
A-22
69.42"
A-23
68.52"
A-24
-2"
112"
114"
114"
1"
Note: temporary Irrigation /
valve for new propose trees
within the natural preserve
area. Shut off once landscape
become established.
Note: temporary Irrigation /
valve for new propose trees
within the natural preserve
area. Shut off once landscape
become established.
REVISIONS
DI
X
I
E
L
A
N
D
S
C
A
P
E
P.
3
0
5
-
8
8
4
-
5
7
0
0
F
.
3
0
5
-
8
8
4
-
8
8
4
3
Mi
a
m
i
,
F
L
3
3
1
7
8
12
9
5
0
N
o
r
t
h
w
e
s
t
1
1
3
C
t
.
Of Sheets
Sheet
Check
Drawn
Scale
Date
LI
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
Th
i
s
D
r
a
w
i
n
g
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
D
i
x
i
e
L
a
n
d
s
c
a
p
e
C
o
.
,
I
n
c
.
,
an
d
is
an
in
s
t
r
u
m
e
n
t
of
se
r
v
i
c
e
no
t
to
be
re
p
r
o
d
u
c
e
d
in
wh
o
l
e
or
in
pa
r
t
wi
t
h
o
u
t
th
e
ex
p
r
e
s
s
wr
i
t
t
e
n
pe
r
m
i
s
s
i
o
n
of
sa
m
e
.
DA
T
E
:
DI
E
G
O
J
.
V
A
N
D
E
R
B
I
E
S
T
,
R
L
A
FL
O
R
I
D
A
N
O
.
6
6
6
7
3
5
5
HA
W
K
S
L
A
N
D
I
N
G
TE
R
R
A
S
O
L
O
G
R
O
U
P
IR
R
I
G
A
T
I
O
N
P
L
A
N
10/20/2025
1"= 20'-0"
AN
EH
IR-4
SE
B
A
S
T
I
A
N
,
F
L
O
R
I
D
A
Comment 10/28/2025
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15
15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1515
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15 15 15 15 15 15 15 15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
1515151515
15
15
15
15 15
15
15
15
15
15
15
12
12 12
1212
12
12
12
12 12
12
12
12
12 12
1212
S
E
E
S
E
E
S
E
E
12
1515
1515
15
1515151515151515
1515151515151515
1515
15
15
15
152"2"2"
15
15
15
15
15
15
1515
15E
E
S
12
12
12
12
12 12
1212
15
2"
15 15 15
15
15
15
15
15
15
15 15 15 15
15
1515
S
E
E
15
15
15
15
15
1515
15 15
15
15
15
1515
15
15
15
15
1212
12 12
S
E
E
S
E
E
S
E
E
2"2"2"
15
15 15
15
15 15 15 15 15 15 15 15
15 1515 15 15 15 15 15
15
15
15
15
15
12 12 12
12
12
12
12
12
15
15
15
15
15
1515
12
15
15
1212
15
15
15
15
15
15
15
15 1515
151515
15
1515
15
2"
E
E
S
1212
12 12
15
15
E
E
S
15 15
15
15
15
15
15
15
15
15
15
15
15
12
15
15 15 15 15 15 1515 15 15 151515
15
2"
15
15
15
15
15
15
E
12
12
15151515
15
15
15
15
E S
12
12 12
12
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
1"
3 4"1"1"3 4"1"1"
3 4"
212"
1"1"3 4"
114"
114"
3 4"
1"
1"
114"112"112"
2"
2"
212"
3"
3 4"
1"
1"
114"
114"
112"
2"
2"
3 4"
1"
1"
114"
114"
112"
112"
2"
2"
212"
3 4"1"1"
114"
11 4"
112"
112"
2"
2"
212"
212"
212"
212"
15
3.0
3.0
4.0
4.0
2.0
2.0
2.0
3 4"
1"
3 4"
1"
114"
114"
114"
2"
114"
3 4"
112"
3 4"3 4"
15 15
15
2"
1"114"114"
3"
15
15
15
15
15
15
2"2"2"2"
3 4"
1"
114"
114"
3 4"
112"3 4"
11 4"
2"
2"
3 4"
3 4"
114"
114"
112"3 4"3 4"
3 4"
1"
114"
114"
3 4"3 4"
3
1"
114"
11
3 4"
15
15
112"
15
15 15
15
15
15
15
15
15 15 15 15
2"2"2"2"2"
3 4"
3 4"
1"
1"
114"
3 4"
112"
3 4"
1"
114"
3 4"3 4"
212"
3 4"
3 4"
1"
1"
114"
3 4"
114"112"
3 4"
3 4"
3 4"1"
3 4"
114"
114"
3 4"
112"
3 4"
212"
3 4"
3 4"
1"
1"
114"
3 4"
3 4"
114"
2"
3 4"
3 4"
3 4"
3 4"
3 4"
3 4"
2"212"
4"
112"
112"112"
2"
3 4"
3"
212"
2"
3 4"
112"
112"
112"
3 4"
3 4"3 4"
212"112"
3 4"
3 4"3 4"3 4"3 4"112"
3 4"112"3 4"
1"112"
3 4"
3 4"114"114"3 4"
1"
114"
3 4"
3 4"
3 4"1"3 4"
SS
SS E SEEEEEEEEESEEEEES
S
S
S
S
S
S E
E
S
S
EEEE
E
S
E
E
E
11
114"
112"2"
3 4"
3 4"
114"1"
114"
1"
112"
2"
114"
112"
3 4"
134"
2"
114"
3 4"112"
112"
3 4"
112"114"
112"3 4"112"3 4"
112"
3 4"
1"
114"2"2"2"2"2"2"2"2"2"2"2"2"
3 4"
3 4"
114"
3 4"112"
112"
112"
2"
2"
2"
3 4"
112"
A-25
-2"
A-26
22.21"
A-2
81.12"
A-28
88.42"
A-2
82.52"
A-30
. 2"
A-31
0.32"
A-32
66.62"
A-33
51.8112"
A-34
6 .42"
A-35
60.32"
A-36
64.82"
114"
A-3
4.62"
REVISIONS
DI
X
I
E
L
A
N
D
S
C
A
P
E
P.
3
0
5
-
8
8
4
-
5
7
0
0
F
.
3
0
5
-
8
8
4
-
8
8
4
3
Mi
a
m
i
,
F
L
3
3
1
7
8
12
9
5
0
N
o
r
t
h
w
e
s
t
1
1
3
C
t
.
Of Sheets
Sheet
Check
Drawn
Scale
Date
LI
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
Th
i
s
D
r
a
w
i
n
g
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
D
i
x
i
e
L
a
n
d
s
c
a
p
e
C
o
.
,
I
n
c
.
,
an
d
is
an
in
s
t
r
u
m
e
n
t
of
se
r
v
i
c
e
no
t
to
be
re
p
r
o
d
u
c
e
d
in
wh
o
l
e
or
in
pa
r
t
wi
t
h
o
u
t
th
e
ex
p
r
e
s
s
wr
i
t
t
e
n
pe
r
m
i
s
s
i
o
n
of
sa
m
e
.
DA
T
E
:
DI
E
G
O
J
.
V
A
N
D
E
R
B
I
E
S
T
,
R
L
A
FL
O
R
I
D
A
N
O
.
6
6
6
7
3
5
5
HA
W
K
S
L
A
N
D
I
N
G
TE
R
R
A
S
O
L
O
G
R
O
U
P
IR
R
I
G
A
T
I
O
N
P
L
A
N
10/20/2025
1"= 20'-0"
AN
EH
IR-5
SE
B
A
S
T
I
A
N
,
F
L
O
R
I
D
A
Comment 10/28/2025
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
120'
55'
PROPOSED
6-UNIT DWELLING
P
15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15
15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15
15
15
2"2"2"15
15
15
15
15 15
15 15 15 15 15 1515 15
15 15 15 15 15 15 15 15
15
15 15
15 15
12
E
E
S
E
E
S
E
E
S
12 12
1212
12
12
12
1212
12
12
12
12 12
1212
15
15
2"2"2"15
15
15
15
15 15
15 15 15 15 15 1515 15
15 15 15 15 15 15 15 15
15
15 15
15 15
12
E
E
S
E
E
S
E
E
S
12 12
1212
12
12
12
1212
12
12
12
12 12
1212
15
15
15
15
15
15
1515
15
2"2"2"15
15
15
15
15 15
15 15 15 15 15 1515 15
15 15 15 15 15 15 15 15
15
15 15
15 15
12
E
E
S
E
E
S
E
E
S
12 12
1212
12
12
12
1212
12
12
12
12 12
1212
15
15
15
15
15
15
1515
15
2"2"2"15
15
15
15
15
15 15 15 15 15 1515 15
15 15 15 15 15 15 15 15
15
15 15
15
E
E
S
E
E
S
E
E
S
12 12
1212
12
12
12
1212
12
12
12
12 12
1212
15
15
15
15
15
15
1515
15
12
12
12
12
12
121212
15
1515151515151515
1515151515151515
15
1515
15
2"2"2"
E
E
S
E
E
S
E
E
S
1212
12 12
15
15
15
15
15
15
15 15
15 12
12
12
12
12
121212
15
15
15
15
15
1515151515151515
1515151515151515
15
1515
15
2"2"2"
E
E
S
E
E
S
E
E
S
1212
12 12
15
15
15
15
15
15
15 15
15
15
12
15
15
12
12
12
12
12
121212
15
15
15
15
15
1515151515151515
1515151515151515
15
1515
15
2"2"2"
E
E
S
E
E
S
E
E
S
1212
12 12
15
15
15
15
15
15
15 15
15
15
15 1515151515151515151515 15
2"
3 4"1"3 4"1"1"1"3 4"1"3 4"1"1"1"
112"
1"
212"1"
1"1"3 4"3 4"3 4"
1"
114"1"1"3 4"
10
10
10
10
15
15
12
10
8 8 8 8
15
15
15
15
15
15
15
15
1"
1"
3 4"
15
15
15
15
15
15
15
10
10
1010101010
10
10
10
10
1010101010101010
10
10
10
10
10
1010
10
10
10
10114"112"
212"
212"
112"
112"
114"
1"
114"
15
15 15 15 15 15 15 15
15
15
15
15
114"
114"
3 4"
114"
114"
3 4"3 4"3 4"
3 4"
3 4"
112"112"112"
2"
A
R
2"
2"
2"
112"
212"
212"
212"
3"
SUCTION LINE
PR
15
1515
15
2"2"
3 4"
1"
114"
114"
3 4"3 4"
3 4"
1"
114"
114"
4"
3 4"3 4"3 4"
15
15
15
15 15
15 15
15
2"2"2"2"
1"
3 4"
1"114
112"3 4"3 4"
3 4"
114"
3 4"
15
15
15
1515
15 15
1515
15 15
15
15
15 15 15 15 15 15 15
2"2"2"2"2"2"2"
3 4"
112"
3 4"3 4"
3 4"
3 4"1"
3 4"
1"
114"
11 4"
112"112"
3 4"
2"
3 4"
2"
212"
3 4"
3 4"
1"
114"
112"
3 4"3 4"
3 4"
3 4"1"
3 4"
1"
114"
114"
112"
3 4"
112"
3 4"
212"
3 4"
3 4"
1"
114"
112"
3 4"3 4"
3 4"
3 4"1"
3 4"
1"
114"
114"
112"
3 4"
2"112"
3 4"
212"
3 4"
3 4"
1"
114"
112"
3 4"3 4"
3 4"
3 4"1"
3 4"
1"
114"
114"
112"
3 4"3 4"
2"112"
212"
15 15 15
15 15 15
3 4"
15
3 4"
2"2"
3 4"
112"
3 4"3 4"
2"
3 4"
114"112"
112"
3 4"
114"112"
112"2"
SS
3 4"
3 4"
3 4"3 4"
21 2"
3 4"
1"
3 4"3 4"
3 4"
3 4"3 4"112"
3 4"3 4"
3 4"
3 4"
1"
3 4"
3 4"
3 4"
1"
112"3 4"3 4"3 4"
112"3 4"112"3 4"
3 4"
3 4"
3 4"
112"
3 4"3 4"
3 4"
114"3 4"
212"
1"
112"
3 4"
3 4"
112"
3 4"3 4"
3 4"
112"
3 4"
3 4"3 4"3 4"3 4"
3 4"
112"
3 4"
3 4"3 4"3 4"3 4"3 4"
3 4"
1"
EEEEEEEEEEESEEEEEEEE EEEEEEEESSSSSSSSSSSSSSSS
1"
114"
3 4"
3 4"
114"
112"112"2"2"212"
2"2"2"2"2"2"2"
114"112"
3 4"
112"2"
114"112"
112"
3 4"2"212"2"
3"
6"6"
3 4"
112"212"
114"
112"
3 4"
1"
112"
3 4"112"112"
2"212"
112"
2"
114"
114"
2"2"
112"
3"2"
112"
2"
3 4"
114"
3 4"
3 4"
114"
112"
1"
114"
3 4"
3 4"
114"
114"
112"
3 4"
3 4"
112"
3 4"112"3 4"
11 4"112"
112"2"212"2"2"2"112"112"
112"
2"2"2"2"2"2"2"2"2"2"2"2"2"2"
$-38
542"
$-3
222"
$-40
6612"
$-41
662"
$-42
8642"
$-43
8352"
$-44
-2"
$-45
8122"
$-46
6852"
$-4
462"
$-48
882"
$-4
62 2"
$-50
882"
REVISIONS
DI
X
I
E
L
A
N
D
S
C
A
P
E
P.
3
0
5
-
8
8
4
-
5
7
0
0
F
.
3
0
5
-
8
8
4
-
8
8
4
3
Mi
a
m
i
,
F
L
3
3
1
7
8
12
9
5
0
N
o
r
t
h
w
e
s
t
1
1
3
C
t
.
Of Sheets
Sheet
Check
Drawn
Scale
Date
LI
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
Th
i
s
D
r
a
w
i
n
g
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
D
i
x
i
e
L
a
n
d
s
c
a
p
e
C
o
.
,
I
n
c
.
,
an
d
is
an
in
s
t
r
u
m
e
n
t
of
se
r
v
i
c
e
no
t
to
be
re
p
r
o
d
u
c
e
d
in
wh
o
l
e
or
in
pa
r
t
wi
t
h
o
u
t
th
e
ex
p
r
e
s
s
wr
i
t
t
e
n
pe
r
m
i
s
s
i
o
n
of
sa
m
e
.
DA
T
E
:
DI
E
G
O
J
.
V
A
N
D
E
R
B
I
E
S
T
,
R
L
A
FL
O
R
I
D
A
N
O
.
6
6
6
7
3
5
5
HA
W
K
S
L
A
N
D
I
N
G
TE
R
R
A
S
O
L
O
G
R
O
U
P
IR
R
I
G
A
T
I
O
N
P
L
A
N
10/20/2025
1"= 20'-0"
AN
EH
IR-6
SE
B
A
S
T
I
A
N
,
F
L
O
R
I
D
A
Comment 10/28/2025
INVERT
EL.=14.06'
INVERT
EL.=14.41'
INVERT
EL.=14.43'
6" PLASTIC PIPE
24" PLASTIC PIPE24" PLASTIC PIPE
INVERT
EL.=13.21'
INVERT
EL.=13.44'
INVERT
EL.=13.57'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
120'
55'
PROPOSED
6-UNIT DWELLING55'
80
'
55
'
PR
O
P
O
S
E
D
4-
U
N
I
T
D
W
E
L
L
I
N
G
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
120'
55'
PR
O
P
O
S
E
D
6-
U
N
I
T
D
W
E
L
L
I
N
G
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
15
15
1515
12 10
10
10 10 10 10 10
10 10 10 10 1010
15
15
12
15
15
15
15
12
15
12
12
12
12
12
121212
15
15
15
15
15
1515151515151515
1515151515151515
15
1515
15
2"2"2"
E
E
S
E
E
S
E
E
S
1212
12 12
15
15
15
15
15
15
15 15
15
15
15 15151515151515151515
15
15 15
15
15
15
15
15
15
15 15
1515
EES
12
12 12
1212
12
2"
1515151515
2"
2"
15 15
15
15
15
15 15 15 15
12
1212
12
S EE
S EE
S EE
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
2"
15
12
12
12
12
12
12
12
12
12
12 12
12
15 12
1215
15
15
S
E
E
15
15
12
12
12
12
S
E
E
15
15
15
15
1
5
15
15
15
15
15
15
15
15
15
15
15
12
12
1515
15
15
15
15
15
15
12
12
15
15
15
15
15
15
15 15
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
3 4"
3 4"
1"
3 4"
4"
1"
2"
15
15 15
15 15
15
2"2"
3 4"
114"
11 4"
114"
112"
2"3 4"
3 4"
114"
114"
3 4"
3 4"3 4"
15
15
15
2"
2"
1"
1"
114"
3 4"
3 4"
3 4"
3 4"
1"
1"
114"
3 4"
114"
3 4"
112"
112"
3 4"
212"
15 15 15 15 15 15 15 15 15
15 15 15
4"1"1"114"
114"112"
3 4"
112"
3 4"3 4"3 4"
2"
1"
3 4"
3 4"
112"
3 4"
2"
1212
12
15
3 4"
3 4"
3 4"
3 4"
3 4"
3 4"3 4"
1"
114"
114"
112"
3 4"114"114"11 4"
1"
2"
3 4"
3"
3 4"
3 4"3 4"
3 4"
2"212"
3 4"3 4"3 4"3 4"112"
3 4"
2"
2"
3 4"
3"2"3 4"
1"
3 4"1"
3 4"
114"1"
3 4"
3 4"
3 4"1"114"
3 4"
114"
3 4"
3 4"
3 4"
114"
3 4"
3 4"
1"
112"
3 4"
3 4"3 4"
1"
112"
2"
2"
212"
114"
3 4"
3 4"
112"
1"
2"
2"
3 4"
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
SEEEEEEEEES
112"
2"
114"
3 4"112"112"2"
3 4"
3 4"
3 4"
114"
112"
3 4"
1"
112"2"
3 4"
3 4"
114"
112"114"
114"
112"2"2"2"2"
112"
112"
2"2"2"2"2"2"2"2"
2"
2"
2"
A-51
-2"
A-52
-2"
A-53
35.2112"
A-54
63.42"
A-55
-2"
A-56
7 .32"
A-57
84.52"
A-58
8 . 2"
A-5
2.72"
A-60
41.4112"
Note: temporary Irrigation /
valve for new propose trees
within the natural preserve
area. Shut off once landscape
become established.
REVISIONS
DI
X
I
E
L
A
N
D
S
C
A
P
E
P.
3
0
5
-
8
8
4
-
5
7
0
0
F
.
3
0
5
-
8
8
4
-
8
8
4
3
Mi
a
m
i
,
F
L
3
3
1
7
8
12
9
5
0
N
o
r
t
h
w
e
s
t
1
1
3
C
t
.
Of Sheets
Sheet
Check
Drawn
Scale
Date
LI
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
Th
i
s
D
r
a
w
i
n
g
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
D
i
x
i
e
L
a
n
d
s
c
a
p
e
C
o
.
,
I
n
c
.
,
an
d
is
an
in
s
t
r
u
m
e
n
t
of
se
r
v
i
c
e
no
t
to
be
re
p
r
o
d
u
c
e
d
in
wh
o
l
e
or
in
pa
r
t
wi
t
h
o
u
t
th
e
ex
p
r
e
s
s
wr
i
t
t
e
n
pe
r
m
i
s
s
i
o
n
of
sa
m
e
.
DA
T
E
:
DI
E
G
O
J
.
V
A
N
D
E
R
B
I
E
S
T
,
R
L
A
FL
O
R
I
D
A
N
O
.
6
6
6
7
3
5
5
HA
W
K
S
L
A
N
D
I
N
G
TE
R
R
A
S
O
L
O
G
R
O
U
P
IR
R
I
G
A
T
I
O
N
P
L
A
N
10/20/2025
1"= 20'-0"
AN
EH
IR-7
SE
B
A
S
T
I
A
N
,
F
L
O
R
I
D
A
Comment 10/28/2025
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
Rain Bird 1806 15 Strip Series
Shrub Spray 6.0in. Pop-Up Sprinkler with Co-Molded Wiper Seal.
Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet.
455 30
Rain Bird 1806 8 Series MPR
Shrub Spray 6.0in. Pop-Up Sprinkler with Co-Molded Wiper Seal.
Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet.
110 30
Rain Bird 1806 10 Series MPR
Shrub Spray 6.0in. Pop-Up Sprinkler with Co-Molded Wiper Seal.
Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet.
128 30
Rain Bird 1806 12 Series MPR
Shrub Spray 6.0in. Pop-Up Sprinkler with Co-Molded Wiper Seal.
Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet.
460 30
Rain Bird 1806 15 Series MPR
Shrub Spray 6.0in. Pop-Up Sprinkler with Co-Molded Wiper Seal.
Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet.
1,499 30
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS
Rain Bird 3504-PC 1.0
Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle.
56 55 1.18 22'
Rain Bird 3504-PC 1.5
Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle.
14 55 1.65 24'
Rain Bird 3504-PC 2.0
Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle.
3 55 2.15 28'
Rain Bird 3504-PC 3.0
Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle.
2 55 3.25 32'
Rain Bird 3504-PC 4.0
Turf Rotor, 4in. Pop-Up. Adjustable and Full Circle.
11 55 4.6 35'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird PGA Angle 1-1/2"
1in., 1-1/2in., 2in. Electric Remote Control Valve, Angle.
5
Rain Bird PGA Angle 1"
1in., 1-1/2in., 2in. Electric Remote Control Valve, Angle.
3
Rain Bird PGA Angle 2"
1in., 1-1/2in., 2in. Electric Remote Control Valve, Angle.
52
Rain Bird ESPLXIVM
60 Station, 2-Wire Controller w/ Smart Valve Technology. (1)
ESPLXIVM 60-Station, Indoor/Outdoor, Plastic Wall-Mount
Cabinet. System Requirements: Rain Bird LXIVM-XXX Integrated
Valve Modules & 2-Wire Devices. Use Paige Electric Cable
P7072D & Rain Bird WC20 Dry Splices ONLY. Ground System w/
(X) LXIVMSD Surge Device in Rain Bird Round Valve Boxes.
Install Per Manufacturers Recommendations.
1
Rain Bird RSD-BEx
Rain Sensor, with metal latching bracket, extension wire.
1
Rain Bird SMRT-Y
Soil Moisture Sensor Kit. 24VAC @ 50/60 Hz. Operating
temperature: -4 degrees F to 158 degrees F. Survival
temperature: -40 degrees F to 185 degrees F. UL, CUL, C-TICK
certifications.
4
3 HP Pump Recharge with 3" Well
Pump Recharge for the Lake
1
Point of Connection
7.5 HP Irrigation Craft Pump from Lake with Rust Inhibitor (or
approved equal)
1
Irrigation Lateral Line: PVC Class 160 SDR 26 297.8 lf
Irrigation Lateral Line: PVC Class 160 SDR 26 3/4"23,624 lf
Irrigation Lateral Line: PVC Class 160 SDR 26 1"3,491 lf
Irrigation Lateral Line: PVC Class 160 SDR 26 1 1/4"5,178 lf
Irrigation Lateral Line: PVC Class 160 SDR 26 1 1/2"3,464 lf
Irrigation Lateral Line: PVC Class 160 SDR 26 2"2,006 lf
Irrigation Lateral Line: PVC Class 160 SDR 26 2 1/2"812.9 lf
Irrigation Lateral Line: PVC Class 160 SDR 26 3"137.9 lf
Irrigation Mainline: PVC Schedule 40 119.3 lf
Irrigation Mainline: PVC Schedule 40 1 1/4"60.2 lf
Irrigation Mainline: PVC Schedule 40 2"3,921 lf
Irrigation Mainline: PVC Schedule 40 2 1/2"1,394 lf
Irrigation Mainline: PVC Schedule 40 3"1,095 lf
Pipe Sleeve: PVC Schedule 40 12.6 lf
Pipe Sleeve: PVC Schedule 40 2"2,939 lf
Pipe Sleeve: PVC Schedule 40 2 1/2"19.2 lf
Pipe Sleeve: PVC Schedule 40 3"39.8 lf
Pipe Sleeve: PVC Schedule 40 4"56.9 lf
Pipe Sleeve: PVC Schedule 40 5"6.0 lf
Pipe Sleeve: PVC Schedule 40 6"67.6 lf
EST CST SSTRCSLCS
E L R C S
FHTQ
8 8 8 8
Q T H F
10 10 10 10
Q TQ FHT
12 12 12 12 12
Q TQ FHT
15 15 15 15 15
1.0
1.5
2.0
3.0
4.0
A
R
SS
PR
P
Valve Number
Valve Flow
Valve Size
Valve Callout
#
##"
IRRIGATION SCHEDULE HAWKS LANDING REVISIONS
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10/20/2025
1"= 20'-0"
AN
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Irrigation Notes
LAYOUT
LAYOUT IRRIGATION SYSTEM MAINLINES AND LATERAL LINES. MAKE ALL NECESSARY
ADJUSTMENTS AS REQUIRED TO TAKE INTO ACCOUNT ALL SITE OBSTRUCTIONS AND LIMITATIONS
PRIOR TO EXCAVATING TRENCHES.
FLAG ALL SPRINKLER HEAD LOCATIONS. ADJUST LOCATION AND MAKE THE NECESSARY
MODIFICATIONS TO NOZZLE TYPES ETC. AS REQUIRED TO INSURE 100% COVERAGE AND 100%
OVERLAP.
LOW ANGLE TRAJECTORY NOZZLES SHALL BE USED FOR ALL SPRINKLERS AND ROTORS
LOCATED WITHIN 100' OF POOLS OR PUBLIC GATHERING AREAS.
PIPE
PIPE LOCATIONS SHOWN ON PLAN ARE SCHEMATIC ONLY AND SHALL BE ADJUSTED IN THE FIELD.
WHEN LAYING-OUT MAINS AND LATERALS, LOCATE PIPE NEAR EDGES OF PAVEMENT OR
AGAINST BUILDINGS WHEREVER POSSIBLE TO ALLOW SPACE FOR PLANT ROOT BALLS.
PIPING UNDER HARDSCAPES SUCH AS ROADS, WALKS, AND PATIOS ARE TO BE SLEEVED USING
SCH. 40 PIPE.
ALL PIPES TO BE IN ACCORDANCE WITH APPENDIX F OF THE 2017 FLORIDA BUILDING CODE.
PIPES 4" AND UNDER TO BE SOLVENT WELD. LARGER PIPES TO BE GASKETED 'O' RING PIPES AND
USE THRUST BLOCKS OR MEGA LUGS AND DUCTILE IRON FITTINGS AT TURNING LOCATIONS.
*SIZE ALL PIPE SO NOT TO EXCEED 5' PER SECOND
*INSTALL RAIN SENSOR AS PER LOCAL CODE
PIPES CONVEYING RECLAIM WATER SHALL HAVE A 3' HORIZONTAL DISTANCE SEPARATION FROM
OTHER PIPING OR UTILITY SERVICES. AN 18" VERTICAL SEPARATION SHALL BE MAINTAINED
WHEN APPLICABLE.
AIR RELEASE VALVES TO BE USED AT THE END OF ALL MAINLINE RUNS.
WIRES
MAXI-WIRE (14 GAUGE) TO BE INSTALLED ALONG MAINLINE INSTALLATION. USE 2" SCH. 40 PVC
WITH SWEEP ELBOWS AT TURNING LOCATIONS WHEN SLEEVING IS REQUIRED. ALL SPLICES AND
DECODERS SHALL BE ENCLOSED WITHIN A VALVE/SPLICE BOX. 3M DIRECT BURY DBY-6
WATERPROOF CONNECTIONS SHALL BE USED AT ALL DECODER CONNECTIONS
(ENCAPSULATION).
WIRE RUNS SHALL NOT EXCEED 2.4 MILES (STAR) OR 9.6 MILES (LOOP).
A SINGLE FIELD DECODER SHOULD BE USED TO OPERATE A SINGLE SOLENOID/VALVE.
ALL IRRIGATION CONTROLLERS/DECODERS TO BE PROPERLY INSTALLED AND GROUNDED IN
ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. INSTALL SURGE PROTECTION ALONG
2 WIRE-SYSTEM PER MANUFACTURER'S RECOMMENDATION. (APPROXIMATELY EVERY 500 FEET)
FLUSHING
PRIOR TO PLACEMENT OF HEADS FLUSH ALL LINES UNTIL LINES ARE COMPLETELY CLEAN OF
DEBRIS.
TRENCHING
TRENCH BOTTOM TO BE UNIFORM AND FREE OF DEBRIS. NATIVE EXCAVATED MATERIAL USED TO
BACKFILL TRENCH SHALL BE FREE FROM ROCKS OR STONES LARGER THAN 1" IN DIAMETER.
TESTING
PRESSURE TEST MAINLINE AS PER FLORIDA BUILDING CODE. INSTALL IRRIGATION SYSTEM AS
PER LATEST EDITION OF THE FLORIDA BUILDING CODE, APPENDIX F., AND ALL PERTINENT LOCAL
CODES.
DESIGN
THIS DESIGN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SUCH AS PIPES, VALVES, , ETC.,
SHOWN WITHIN PERVIOUS AREAS ARE FOR DESIGN CLARIFICATION ONLY. THE IRRIGATION
CONTRACTOR SHALL INSTALL IRRIGATION EQUIPMENT IN PLANTING AREAS WHEREVER
POSSIBLE.
THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO FAMILIARIZE741 THEMSELVES WITH THE
SCOPE OF WORK, INCLUDING BUT NOT LIMITED TO GRADE DIFFERENCES, LOCATION OF WALLS,
STRUCTURES, UTILITIES AND EXISTING IRRIGATION EQUIPMENT. THE IRRIGATION CONTRACTOR
IS RESPONSIBLE SHALL REPAIR AND/OR REPLACE ANY DAMAGE CREATED BY THEIR WORK.
THEY SHALL COORDINATE HIS WORK WITH OTHER CONTRACTOR OR MUNICIPAL AUTHORITIES
FOR THE LOCATION AND INSTALLATION OF IRRIGATION EQUIPMENT UNDER ROADWAYS AND
PAVING, SLEEVES THROUGH WALLS AND FLOORS, ETC.
INSTALL ALL IRRIGATION EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND
SPECIFICATIONS. SUBSTITUTIONS FOR IRRIGATION EQUIPMENT TO BE APPROVED BY THE
IRRIGATION DESIGNER. EQUIPMENT CHANGES TO INCLUDE BUT NOT LIMITED TO PUMP,
CONTROLLER, SPRAY HEADS, ROTORS, AND VALVES.
DO NOT INSTALL IRRIGATION EQUIPMENT AS SHOWN ON THE DRAWINGS WHEN FIELD
CONDITIONS DIFFER. OBSTRUCTIONS OR DIFFERENCES TO BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION
CONTRACTOR TO ASSUME FULL RESPONSIBILITY.
ELECTRIC
POWER TO BE PROVIDED TO THE CONTROLLER BY ELECTRICIAN.
IRRIGATION AUDIT PROCEDURE
1.INSPECT EVERY IRRIGATION ZONE AND A WRITTEN REPORT SHALL BE GENERATED
DESCRIBING PROBLEMS. THE REPORT SHALL INCLUDE A LIST OF EACH ZONE
INSPECTED. USE THE FOLLOWING LIST TO ASSIST IN THE REPORT.
·TURN OFF EACH ZONE FROM THE CONTROLLER (WHEN POSSIBLE) TO VERIFY
AUTOMATIC OPERATION. FOR BATTERY OPERATED ZONES, TURN ZONES ON AT
BATTERY CONTROLLERS.
·CHECK REMOTE CONTROL VALVES TO ENSURE PROPER OPERATION.
·CHECK SETTING ON PRESSURE REGULATOR TO ENSURE PROPER SETTING.
·CHECK FLOW CONTROL AND ADJUST AS NEEDED. ENSURE VALVE IS CLOSED WITHIN
10-15 SECONDS AFTER VALVE HAS BEEN TURNED OFF.
·CHECK FOR LEAKS IN MAINLINE, LATERAL LINES, VALVES AND HEADS.
·CHECK SPRAY HEADS AND ROTORS TO ENSURE PROPER OPERATION. (e.g. LEAKS,
POP-UP HEIGHT, PROPER PATTERN, AND PROPER ALIGNMENT.)
2.CHECK PUMP STATION FOR PROPER OPERATION, WATER VOLUME, FLOW RATE,
PRESSURE AND PUMP CAPABILITIES.
3.INSPECT ALL FILTERS.
4.CHECK THE CONTROLLER FOR PROPER GROUNDING.
5.CHECK RAIN SHUT-OFF DEVICE FOR PROPER OPERATION.
6.INSPECT ALL VALVE BOXES AND COVERS TO ENSURE GOOD CONDITION.
7.CONDUCT ANY ADDITIONAL INSPECTIONS IF NECESSARY.
EXISTING SYSTEM CONNECTIONS
CHECK IF EXSITNG IRRIGATION SYSTEM IS PRESSURE DEMAND OR CLOCK START. IF EXSTING
SYSTEM IS CLOCK START, ADDITIONAL WIRES MAY BE REQUIRED. CONNECT NEW WIRES TO
EXSITNG IRRIGATION CONTROLLER. SHOULD THE EXISTING CONTROLLER BE INSUFFICIENT TO
HANDLE NEW IRRIGATION EQUIPMENT, REPLACEMENT OF THE EXISTING IRRIGATION
CONTROLLER IS SUGGESTED.
25' PAVEMENT
CONC. WALK PAVEMENT WALK
S9
0
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0
0
"
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'
N00 00'00"E 1,132.55'
SET TBM
ON PK/TAB
EL.=20.58'
C-1
R=225.00' RAD.
L=353.43'
CD=318.20'
SS
SS
SS
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
80'
55'
PROPOSED
4-UNIT DWELLING
120'
60'PROPOSED
6-UNIT DWELLING
120'
55'
PR
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6-
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120'
55'
PR
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6-
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PROPOSED
AMENITY CENTER
EXISTING SWALE
0.3
0.5
0.4
0.6
0.8
0.8
2.2
1.9
1.7
0.9
0.8
0.6
0.4
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.4
0.3
0.6
0.4
0.3
0.3
0.4
0.7
0.7
0.8
0.7
0.4
0.2
0.2
0.4
0.4
0.5
0.4
0.4
0.2
0.2
0.2
0.2
0.3
0.5
0.7
0.7
0.9
2.3
2.3
1.1
0.6
0.30.50.70.71.02.22.11.10.50.70.60.5
0.30.40.40.40.70.80.70.70.50.60.81.3
0.2
0.4
0.7
1.2
1.5
0.3
0.5
0.7
1.0
0.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.8
1.4
0.00.00.00.00.00.00.00.00.00.00.00.0
0.4 0.2 0.2 0.2 0.4 0.6 0.8 0.9 2.0 1.2 2.0 0.9 0.8 0.6 0.4 0.2 0.2 0.2 0.3 0.5 0.7 0.7 0.9 2.4 2.4 1.1 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.5 0.4 0.8 0.9 0.9 0.8 0.4 0.4 0.4 0.3 0.2 0.2 0.3 0.5 0.7 0.6 1.2 2.3
0.4 0.3 0.2 0.2 0.3 0.4 0.4 0.5 0.8 1.0 0.8 0.6 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.7 0.8 0.8 0.7 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.7 0.9 0.9 2.3 2.4 0.9 0.9 0.7 0.5 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.7 0.8
0.5
0.6
0.8
0.6
0.6
0.3
1.60.70.60.60.40.30.20.30.40.50.40.71.01.00.90.40.50.40.30.20.20.30.40.60.50.91.61.61.00.40.60.50.40.40.40.40.70.90.90.80.50.40.40.40.40.50.60.80.82.3
0.60.60.30.30.30.20.20.20.20.20.30.50.50.60.50.40.20.20.20.20.20.20.30.30.30.60.60.60.50.40.30.30.40.50.70.80.72.32.31.50.90.80.60.40.30.40.40.40.70.8
1.91.80.90.80.60.5
1.0
1.3
1.3
1.5
0.9
0.7
0.90.70.50.50.60.50.6
0.8
0.6
0.6
0.6
0.6
0.4
0.6
0.4
0.4
0.4
0.3
0.4
0.5
0.4
0.6
0.8
1.0
0.8
0.5
0.3
0.4
0.3
0.2
0.2
0.3
0.4
0.4
0.5
0.8
1.0
0.9
0.7
0.4
0.4
0.4
0.3
0.3
0.4
0.6
0.7
0.3
0.2
0.2
0.2
0.3
0.4
0.6
0.8
0.9
2.2
1.7
1.9
0.8
0.8
0.6
0.4
0.3
0.3
0.4
0.6
0.7
0.9
1.6
2.1
2.3
0.9
0.8
0.6
0.4
0.3
0.3
0.3
0.3
0.3
0.4
0.3
0.3
0.4
0 40'80'20'
ALL POLE INSTALLATIONS SHALL BE SUITABLE FOR 180 MPH WIND WITH APPROPRIATE GUST FACTOR PER
APPLICABLE ZONE OF INSTALLATION AS DEFINED IN THE FLORIDA BUILDING CODE. THE CONTRACTOR
SHALL INCLUDE WITH THE SHOP DRAWING SUBMITTAL, A POLE WIND LOADING CALCULATION SIGNED &
SEALED BY A STRUCTURAL ENGINEER REGISTERED IN FLORIDA SHOWING THAT THE PROPOSED
INSTALLATIONS WILL MEET THE GIVEN WIND LOADING REQUIREMENT.
NOTE:
LIGHTING POLE SHALL BE MINIMUM 1'
FROM PROPOSED UTILITIES.
NOT TO SCALE
BLACK
FIBERGLASS POLE
(SUPPLIED AND INSTALLED BY FPL)
16
'
-
5
"
M
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FPL ROADWAY LIGHTING DETAIL
RIGHT OF WAY
LOT LINE
VARIES"
1' MIN.
1' MIN
LOCATION
PROPOSED LIGHT
NOT TO SCALE
METER
BOX
METER
UT
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CONCRETE SIDEWALK
FPL TRADITIONAL
CARRIAGE
FIXTURE
FINISH GRADE
FPL ROADWAY POLE LOCATION
WINDLOAD NOTES:
15
'
-
6
"
1.LUMINAIRE SHALL BE AS INDICATED PER LEGEND, DETAILS AND
NOTES.
2.LOCATION OF POLES SHALL BE A MINIMUM OF 1' FROM ALL UTILITIES
AND INSTALLED IN THE UTILITY EASEMENT.
FPL ROADWAY LIGHTING POLE WITH SINGLE FIXTURE. GE TRADITIONAL
CARRIAGE WITH SIDE PANELS LED FIXTURE, TYPE III, 39 WATT, 3,000k,
16.5' MOUNTING HEIGHT AS INDICATED. BLACK FINISH ALUMINUM
HOUSING, ACRYLIC LENS. FIXTURE CATALOG NUMBER SHALL BE AN GE
EPTT01_F4BN30___-120-277V. (SUPPLIED AND INSTALLED BY FPL)
LIGHTING CRITERIA IS A MINIMUM AVERAGE OF 0.6 FOOT CANDLE, AN AVERAGE TO MINIMUM
RATIO OF 6:1, FOR A LOCAL ROAD FDOT GREENBOOOK RECOMMENDATIONS,
LEGEND
LIGHTING NOTES
Luminaire Schedule
Symbol Qty Arrangement Total Lamp Lumens LLF Description
27 SINGLE 4090 1.000 EPTT01_F4BN30______-120-277V
EL1
LIGHTING
PHOTOMETRIC
PLAN
MA
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2
SHEET NUMBER
PROJECT NUMBER:
DATE:
REVISIONS
DRAWN BY:
PERMIT
DOCUMENTS
AMY L. CHAMPAGNE-BAKER
FL PE #73735
CONSULTANT
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MH2502
ALC
05/28/2025
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G1-16.005, F.A.C. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY AMY L. CHAMPAGNE-BAKER , P.E. ON THE DATE AND/OR TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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25' PAVEMENT
PAVEMENT WALKPAVEMENT WALK
INVERT
EL.=14.06'
INVERT
EL.=14.41'
INVERT
EL.=14.43'
6" PLASTIC PIPE
24" PLASTIC PIPE24" PLASTIC PIPE
INVERT
EL.=13.21'
INVERT
EL.=13.44'
INVERT
EL.=13.57'
S00 00'00"W 1,257.55'(B.B.)
00'00"E 1,132.55'
0.6' METAL SEAWALL
TOP OF WALL EL.=16.4'
SET TBM
ON PK/TAB
EL.=20.36
S
S
SS
SS
SS
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
120'
55'PROPOSED
6-UNIT DWELLING
80
'
55
'
PR
O
P
O
S
E
D
4-U
N
I
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D
W
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L
L
I
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G
120'
55'
PR
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6-
U
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D
W
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L
L
I
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G
120'
55'
PR
O
P
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6-
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EXISTING SWALE
0.9
2.4
2.4
1.3
1.0
0.8
0.6
0.6
0.8
0.80.82.12.4
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00.00.00.00.00.00.00.00.00.00.00.00.00.10.2
0.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0
2.3 2.3 0.8 0.7 0.6 0.4 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.8 1.0 0.9 0.7 0.4 0.4 0.3 0.2 0.2 0.2 0.3 0.5 0.7 0.7 1.2 2.4 2.3 0.8 0.7 0.6 0.5 0.3 0.2 0.2 0.3 0.4 0.3 0.6 0.8 1.0 0.8 0.6 0.3 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.4 0.5 0.4 0.4
0.8 0.7 0.6 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.5 0.7 1.0 1.2 2.3 2.3 0.8 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.7 0.8 0.8 0.7 0.4 0.3 0.3 0.2 0.2 0.3 0.4 0.6 0.8 0.8 2.1 1.4 2.0 0.8 0.8 0.6 0.4 0.2 0.2 0.2 0.3 0.4 0.3 0.5 0.8 1.0 0.8 0.7
0.2
0.4
0.6
0.7
0.6
2.3
2.2
1.6
0.7
0.7
0.5
0.3
0.2
0.2
0.3
0.5
0.7
1.0
1.0
2.3
2.3
0.8
0.8
0.6
0.4
0.2
0.2
0.3
1.0
0.8
0.4
0.3
0.3
0.4
0.5
0.4
0.6
0.9
1.0
0.8
0.5
0.3
0.4
0.3
0.2
0.2
0.3
0.4
0.4
0.4
0.7
0.9
0.2
0.3
0.3
0.3
0.6
0.8
0.9
0.7
0.4
0.3
0.4
0.3
0.2
0.2
0.3
0.4
0.4
0.4
0.8
0.9
0.9
0.7
0.4
0.4
0.3
0.2
0.2
0.3
0.5
0.6
0.4
0.3
0.3
0.4
0.6
0.8
1.0
2.1
1.6
1.9
0.8
0.8
0.6
0.4
0.2
0.2
0.2
0.2
0.2
0.3
0.4
0.4
1.0
1.3
0.3
1.2
0.5
0.4
0.4
0.3
1.0
0.8
0.5
0.5
0.6
0.6
0.6
0.7
0.40.70.80.90.80.50.6
0.4
0.4
0.4
0.3
0.3
0.4
0.4
0.4
0.4
0.30.40.40.40.40.4
0.60.50.40.40.40.40.70.80.80.70.40.30.30.20.20.20.20.30.30.30.60.70.90.70.50.30.30.30.20.20.30.50.40.50.81.00.90.60.30.40.30.20.20.20.30.50.60.41.21.71.6
0.30.30.40.40.60.70.81.12.42.40.90.70.60.40.30.20.20.20.40.60.70.52.01.91.60.50.70.50.40.30.30.40.60.81.11.61.52.11.00.80.60.40.20.20.20.20.20.30.50.60.70.6
LIGHTING
PHOTOMETRIC
PLAN
SHEET NUMBER
PROJECT NUMBER:
DATE:
REVISIONS
DRAWN BY:
PERMIT
DOCUMENTS
AMY L. CHAMPAGNE-BAKER
FL PE #73735
CONSULTANT
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MH2502
ALC
05/28/2025
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G1-16.005, F.A.C. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY AMY L. CHAMPAGNE-BAKER , P.E. ON THE DATE AND/OR TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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0 40'80'20'