SRC_Admin_Complex_-_Submittal_1_(002).pdf
PDF 24 MB Posted
- Solicitation number
- 26-010
- Issued by
- Santa Rosa County, Mount Carmel CDP, Florida
About this file
This is a Site Plan Submittal document for the Santa Rosa County Administration Building located at 6495 Caroline Street, Milton, Florida, prepared by Southern Site & Utility Design, Inc. The project encompasses 8.6 acres (374,790 square feet) on Parcel No. 09-1N-28-0000-02700-0000 and involves the redesign of existing parking infrastructure with sustainable stormwater management features. The proposed design replaces 202 existing parking spaces (13 handicapped and 189 standard) with 182 parking spaces (12 handicapped and 170 standard) while incorporating permeable pavement areas totaling approximately 30,570 square feet across multiple zones and nine bio-retention areas designed for stormwater filtration and management. The site plan includes detailed grading, drainage basin mapping across nine basins (A through I), landscape plantings featuring native species such as muhly grass, fakahatchee grass, pond cypress, and sweet bay trees, and multiple focal point islands with ornamental plantings. Construction documents consist of 22 sheets including site plans, drainage basin maps, existing conditions and demolition plans, landscaping and planting details, grading plans, bio-retention area specifications, permeable pavement layouts, alignment and profile drawings, and detailed construction specifications. The plans are sealed by Professional Engineers Alan M. Miller (FL License No. 58697) and Paul A. McLeod, Jr. (FL License No. 53577) and dated September 18, 2025.
The project specifications require contractors to comply with all governmental approvals and permits, notify the Engineer of Record at least 72 hours prior to beginning and completing each construction phase, verify all dimensions and grades in the field prior to construction, and prepare as-built record drawings showing all work completion details. Contractors must obtain a utility permit from Santa Rosa County Road & Bridge prior to work within the county right-of-way and contact Sunshine Utilities (1-800-432-4770) 48 hours before construction commencing. All excavated materials become the contractor's responsibility for off-site hauling. Density testing is required for various construction aspects including sub-grade preparation, base work, and paving, with a minimum of three density tests required for base material compaction to 98 percent of Modified Proctor per ASTM D 1557. All disturbed areas not paved must be stabilized with seeding, fertilizer, mulch, or sod, with sod recommended as the slope stabilization method. The project requires comprehensive erosion control measures including siltation fence installation, sediment control device placement prior to construction, and stormwater pollution prevention plan (SWPPP) compliance for disturbed areas equal to or greater than one acre. Asphalt and concrete work must conform to F.D.O.T. specifications with 3,000 PSI concrete for sidewalks and curbing and appropriate base material installation per F.D.O.T. standards.
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Text version
6495 CAROLINE ST.
MILTON, FLORIDA 32570
SRC ADMINISTRATION BUILDING
SITE PLAN
PROPOSED SITE DATA:
EXISTING SITE DATA:
OWNER:
PARCEL NO(s): 09-1N-28-0000-02700-0000
TOTAL AREA: ± 8.6 ACRES / +/- 374,790 S.F.
PROJECT AREA: ± 8.6
PARCEL ZONING: CITY
FUTURE LAND USE: CITY/TOWN
CURRENT LAND USE: CITY
SITE ADDRESS:
SHEET INDEX
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 11
SHEET 12
SHEET 13
SHEET 14
SHEET 15
SHEET 16
SHEET 17
SHEET 18
SHEET 19
SHEET 20
SHEET 21
SHEET 22
.......... COVER SHEET
.......... DRAINAGE BASIN MAP
.......... EXISTING CONDITIONS/ DEMO PLAN
.......... LANDSCAPING PLAN
.......... LANDSCAPING PLAN NOTES/ DETAILS
.......... GRADING PLAN
.......... GRADING PLAN NOTES
.......... BIO RETENTION AREAS 1
BIO RETENTION AREAS 2
.......... BIO RETENTION AREAS 3
.......... PERMEABLE PAVEMENT AREA 1
.......... PERMEABLE PAVEMENT AREA 2
.......... ALIGNMENTS & PROFILES 1
.......... ALIGNMENTS & PROFILES 2
.......... ALIGNMENTS & PROFILES 3
.......... DETAILS
.......... DETAILS
.......... DETAILS
.......... DETAILS
.......... DETAILS
.......... DETAILS
.......... DETAILS
SANTA ROSA COUNTY BOCC
ATTN. PROPERTY INVENTORY CLERK
6495 CAROLINE ST. STE B
MILTON, FLORIDA 32570
for
SEPTEMBER, 2025
PER SANTA ROSA PROPERTY APPRAISER
PARCEL 09-1N-28-0000-02700-0000
*DESCRIPTION UPDATE FOR 2022* COM NE COR TH N 86*48'02"W 536 .44 FT TO POB TH CONT
537.30 FT TH S 03*11'48"W 135 FT TH N N 86*48'02"W 197.79 FT TO ELY R/W OF HWY 90 TH S 33*09'0 0"W 271.22 FT TH S 86*48'02" E 164.62 FT TH S 03*11'58"W 19 0 FT TH N 86*48'02"W 274.10 FT TO ELY R/W OF HWY 90 TH S 33*0 9'00"W 28.85 FT TH S 86*48'02" E 1038.69 FT TH N 03*11'58"E 1 81 FT TH N 86*48'02" W 34.31 FT TH N 03*11'58" E 404 FT TO POB AS DES IN OR 1586 PG 155 LESS PORT OF PROP DES IN OR 2230 PG 392 (BEING PORT OF #27.1 PER 2230/392 OWNERSHIP OF SRCFCU) LESS OR 3144
PG 711 (ADDED TO #27.02) ALL LYING IN SECTION 09 TOWNSHIP 1 NORTH RANGE 28 WEST
THE PROPOSED DESIGN REPLACES EXISTING PARKING WITH MULTIPLE
PERMEABLE PAVEMENT PARKING AREA. THE PROPOSED DESIGN
ELIMINATES 202 PARKING SPACES: 13 HC & 189 STANDARD &
REPLACES THEM WITH 182 PARKING SPACES: 12 HANDICAPPED, 170
STANDARD NEW BIO RETENTION LANDSCAPING AREAS.
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B A
H 9/
/2
1. ALL ELEVATIONS AND SLOPES PROVIDED IN THESE PLANS ARE TO BE STRICTLY ADHERED TO. THERE CAN BE NO MODIFICATIONS OR REVISIONS TO THESE PLANS WITHOUT PRIOR FIELD INSPECTION AND WRITTEN APPROVAL
FROM THE ENGINEER OF RECORD AND APPROVAL FROM ALL REGULATORY AGENCIES.
2. THE CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF VARIOUS GOVERNMENTAL APPROVALS AND PERMITS.
3. ALL EXCAVATED MATERIAL IS TO BECOME THE CONTRACTORS RESPONSIBILITY & HAULED OFFSITE.
4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AT LEAST 72 HOURS PRIOR TO BEGINNING AND COMPLETING EACH PHASE OF CONSTRUCTION, I.E. RETENTION POND CONSTRUCTION, SUB-GRADE PREPARATION, BASE WORK, PAVING, CURBING, ETC. FAILURE TO COMPLY WILL CAUSE DELAY OF DISBURSEMENT OF FUNDS TO
THE CONTRACTOR AND DELAY OF FINAL CERTIFICATION BY THE ENGINEER OF RECORD.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ANY EXISTING IMPROVEMENTS AND/OR FEATURES, INCLUDING PERMANENT SURVEY MARKERS AND BENCHMARKS, WHICH ARE NOT DESIGNATED TO BE REMOVED OR ALTERED ON THE PLANS. WHERE TREES ARE TO BE REMOVED THE CONTRACTOR SHALL ESTABLISH
NEW BENCHMARKS PRIOR TO ANY TREE REMOVAL.
6. ALL DIMENSIONS AND GRADES ON THESE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE RE-DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON
THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
7. ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH SEEDING FERTILIZER AND MULCH, OR SOD. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER (PRIOR TO INCORPORATION INTO THE PROJECT) A CERTIFICATION FROM THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES DIVISION OF PLANT INDUSTRY STATING THAT THE SOD/ HAY/STRAW/MULCH/SEED MATERIALS ARE FREE OF NOXIOUS WEEDS INCLUDING
TROPICAL SODA APPLE. SOD IS THE RECOMMENDED SLOPE STABILIZATION METHOD.
8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS-BUILT" CONDITIONS OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES, TOPOGRAPHY OF POND, OUTLET STRUCTURES, DIMENSIONS, ELEVATIONS, GRADING, ETC. THESE DRAWINGS SHALL BE PROVIDED TO THE ENGINEER OF RECORD A MINIMUM OF 1 WEEK PRIOR TO THE REQUEST FOR FINAL INSPECTION.
9. THE ENGINEER OF RECORD TAKES ABSOLUTELY NO RESPONSIBILITY FOR ANY ITEM LABELED "BY OTHERS" OR FOR SUCH ITEMS AS RETAINING WALLS, BUILDINGS, SUB-SURFACE GEOTECHNICAL CONDITIONS, FOUNDATION DESIGN, OR ANY EXISTING WATER AND SEWER UTILITIES.
10. THE COUNTY, ITS' OFFICERS, AND EMPLOYEES SHALL BE HELD HARMLESS FROM ANY DAMAGES TO PERSONS OR PROPERTY WHICH MIGHT RESULT FROM WORK OR ACTIVITY UNDERTAKEN BY THE DEVELOPER AND AUTHORIZED
BY THE COUNTY.
11. CONTRACTOR IS ENCOURAGED TO SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE ENGINEER TO DISCUSS SCOPE OF WORK, TESTING REQUIREMENTS, INSPECTION PERIODS, AND THE NOTES & CONDITIONS OUTLINED ON THESE PLANS AS WELL AS STANDARDS THAT MAY NOT BE ON THESE PLANS THAT ARE EXPECTED OF THE
CONTRACTOR.
12. DENSITY TESTING IS REQUIRED FOR VARIOUS ASPECTS OF CONSTRUCTION. THERE ARE NOTES THROUGHOUT THESE PLANS REFERRING TO THE TESTING REQUIREMENTS FOR EACH ASPECT. IF THERE ARE ANY QUESTIONS
PLEASE CONSULT THE ENGINEER PRIOR TO COVERING QUESTIONABLE SURFACE.
13. THE ENGINEER SUGGESTS THAT ITEMS SUCH AS RETENTION PONDS, INLETS, PIPES, LIFT STATIONS, CULVERTS, MANHOLES, GRAVITY SEWER LINES, AND ALL OTHER ITEMS THAT WILL BE COVERED BY A PERMANENT STRUCTURE OR MATERIAL (I.E. ASPHALT, SOD, ETC.) BE SCHEDULED BY THE CONTRACTOR FOR INSPECTION BY THE ENGINEER BEFORE PLACEMENT OF PERMANENT STRUCTURES/MATERIALS. FAILURE TO SCHEDULE AN INSPECTION PRIOR TO
PLACEMENT OF PERMANENT STRUCTURES/MATERIALS WILL RESULT IN REMOVAL OF PERMANENT
STRUCTURES/MATERIALS TO REPAIR/REPLACE UNDERLYING DEFECTS IF SUCH DEFECTS ARE FOUND TO EXIST.
14. A GEOTECHNICAL REPORT AND CONSTRUCTION SPECIFICATIONS SPECIFIC TO THIS PROJECT ARE AVAILABLE AND
SHALL BE CONSIDERED A PART OF THESE PLANS.
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%%UVICINITY MAP
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TO SCALE
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.......... BIO RETENTION AREAS 2
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APPROX. SITE LOCATION
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LEGAL DESCRIPTION:
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%%UGENERAL NOTES:
ONE-STORY
BUILDING
XX
XX
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XX
PROPOSED PERMEABLE
PAVEMENT AREA
±3,300 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±5,700 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±5,700 SF
24 24
21 21
21 21
16 1
4 1 3 1
4 1
1 1
212123 22
3 2
24 23
1 2
21 21
BASIN "I"
64,036 SF
1.47 AC.
BASIN "H"
3,683 SF
0.09 AC.
BASIN "G"
87,700 SF
2.01 AC.
BASIN "F"
28,355 SF
0.65 AC.
BASIN "E"
25,257 SF
0.58 AC.
BASIN "D"
41,627 SF
0.96 AC.
BASIN "C"
69,840 SF
1.60 AC.
BASIN "B"
72,280 SF
1.66 AC.
BASIN "A"
52,818 SF
1.22 AC.
FOCAL POINT 2
(SEE DETAIL)
T-3 T-4
T-6 T-7
T-11 T-12
T-14 T-15
PROPOSED PERMEABLE
PAVEMENT AREA
±5,750 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±5,770 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±3,850 SF
T-5
T-8
T-10T-9
T-13
T-16
T-1 T-2
DRAINAGE BASIN MAP
CONTRACTOR MUST OBTAIN A UTILITY PERMIT FROM SANTA ROSA
COUNTY ROAD & BRIDGE PRIOR TO WORK WITHIN THE COUNTY
RIGHT-OF-WAY.
CONTRACTOR SHALL CONTACT SUNSHINE UTILITIES 48 HOURS PRIOR
TO CONSTRUCTION WITHIN THE RIGHT-OF-WAY.
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H 9/
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1 inch = 40 feet
0 40 80 EXISTING DRAINAGE INLETS
x
LEGEND:
POC
POB
R/W (D) (C) O.R.
PG.
SEC.
TE
--- SANITARY SEWER MANHOLE
--- FOUND
--- RIGHT-OF-WAY
--- DEED
--- CALCULATED
--- OFFICIAL RECORDS
--- PAGE
--- SECTION
--- TOP ELEVATION
--- GENERATOR/CONCRETE SLAB
--- ELECTRICAL PANEL BOX
--- WATER VALVE
--- SANITARY SEWER MANHOLE
--- BACKFLOW PREVENTER
--- WATER METER
--- UTILITY VAULT
--- LIGHT POLE
--- POWER POLE
--- GUY ANCHOR
--- FIRE HYDRANT
--- TELEPHONE PEDESTAL
--- BOLLARD (WOOD OR METAL)
--- BURIED FIBER OPTIC CABLE MARKER
--- BURIED GAS MARKER
--- DELINEATOR POST
--- GROUND LIGHTING
--- SANITARY SEWER CLEANOUT
--- SERVICE POLE
--- LIFT STATION
--- DECORATIVE POLE
--- IRON GUARDRAIL
--- HOG WIRE FENCEXX
--- SIGN & POST
--- ASPHALT AREA
--- CONCRETE AREA
IE --- INVERT ELEVATION
RCP --- REINFORCED CONCRETE PIPE
FFE --- FINISH FLOOR ELEVATION
--- OAK TREE & SIZE
--- MAGNOLIA TREE & SIZE
--- CYPRESS TREE & SIZE
--- MAPLE TREE & SIZE
--- EXISTING CURB CUT
--- EXISTING SPOT ELEVATION
--- EXISTING CONTOUR
--- SPRINKLER HEAD
--- GUARDRAIL & POST
FND.
R/W
--- POINT OF COMMENCEMENT
--- POINT OF BEGINNING
C-C
--- BUSH OR SHRUB
--- PROPOSED PARKING LOT TREEST-#
--- PROPOSED FOCAL POINT ISLAND TREES
BASIN "A" 52,818 SF 1.22 AC.
BASIN "B" 72,280 SF 1.66 AC.
BASIN "C" 69,840 SF 1.60 AC.
BASIN "D" 41,627 SF 0.95 AC.
BASIN "E" 25,257 SF 0.58 AC.
BASIN "F" 28,355 SF 0.65 AC.
BASIN "G" 87,700 SF 2.01 AC.
BASIN "H" 3,683 SF 0.09 AC.
BASIN "I" 64,036 SF 1.47 AC.
BASIN SQ. FT. ACRES
AutoCAD SHX Text 23.97
AutoCAD SHX Text 24.14
AutoCAD SHX Text 23.97
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
AutoCAD SHX Text MILTON 6501 LLC 440 MONTICELLO AVE, STE 1700 NORFOLK, VA 23510 Parcel No. 04-1N-28-0000-10001-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text PERRITT KAREN ELAINE ET AL* C/O BETSY PINKARD 4275 S. SPENCER FIELD RD. PACE, FL Parcel No. 09-1N-28-0000-06500-0000 Zoned: HCD FLU: COMM ELU: SIVICUL
AutoCAD SHX Text OWENS REAL INVESTMENTS LLC 1447 PENTON RD. MILTON, FL Parcel No. 09-1N-28-0000-02100-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text MCDONALDS RESTAURANTS OF FLORIDA INC P.O. BOX 182571 COLUMBUS, OH 43218-2571 BOX 182571 COLUMBUS, OH 43218-2571 OH 43218-2571 Parcel No. 09-1N-28-0000-02100-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text SANTA ROSA COUNTY FEDERAL CREDIT UNION P.O. BOX 841 MILTON, FL BOX 841 MILTON, FL Parcel No. 09-1N-28-0000-02701-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
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STOP
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CALL SUNSHINE
AutoCAD SHX Text 800-432-4770
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PRIOR TO CONSTRUCTION:
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EX. STRUCTURE
AutoCAD SHX Text 18.32'
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GRATE
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INVERT EL. (IN)
AutoCAD SHX Text 18.32'
AutoCAD SHX Text D1
AutoCAD SHX Text 21.68'
AutoCAD SHX Text D2
AutoCAD SHX Text 20.38'
AutoCAD SHX Text D3
AutoCAD SHX Text 20.21'
AutoCAD SHX Text D4
AutoCAD SHX Text 19.68'
AutoCAD SHX Text D5
AutoCAD SHX Text 19.57'
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INVERT EL. (OUT)
AutoCAD SHX Text 18.06'
AutoCAD SHX Text 18.00'
AutoCAD SHX Text 17.84'
AutoCAD SHX Text 17.72'
AutoCAD SHX Text 17.40'
AutoCAD SHX Text 17.40'
AutoCAD SHX Text 17.31'
AutoCAD SHX Text 17.33'
AutoCAD SHX Text D6
AutoCAD SHX Text 19.57'
AutoCAD SHX Text N/A
AutoCAD SHX Text 20.29'
AutoCAD SHX Text 4"
AutoCAD SHX Text 5"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
129.87
XX
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ASPHALT TO BE
REMOVED ±3,420 SF
ASPHALT TO BE
REMOVED ±6,020 SF
ASPHALT TO BE
REMOVED ±6,060 SF
24 24
21 21
21 21
21 21
16 1
4 1 3 1
4 1
1 1
212123 22
3 22
24 23
1 2
21 21
EX. STRUCTURE - D1
EX. STRUCTURE - D2
EX. STRUCTURE - D3
EX. STRUCTURE - D4
EX. STRUCTURE - D5
EX. PIPE - 4
EX. PIPE - 5
REMOVE ALL TREES IN
THIS PARKING LOT ISLAND
REMOVE ALL TREES IN
THIS PARKING LOT ISLAND
REMOVE ALL TREES IN
THIS PARKING LOT ISLAND
REMOVE ALL TREES IN
THIS PARKING LOT ISLAND
REMOVE ALL TREES IN
THIS PARKING LOT ISLAND
EX. STRUCTURE - D6
MILL ASPHALT IN THIS
AREA STRIPING TBR
±2,450 SF
MILL ASPHALT IN THIS
AREA STRIPING TBR
±2,440 SF
MILL ASPHALT IN THIS
AREA STRIPING TBR
±575 SF
ASPHALT TO BE REMOVED
±120 SF
ASPHALT TO BE REMOVED
±285 SF
ASPHALT TO BE
REMOVED ±6,460 SF
ASPHALT TO BE
REMOVED ±6,475 SF
ASPHALT TO BE
REMOVED ±6,475 SF
MILL ASPHALT IN THIS
AREA STRIPING TBR
±1,920 SF
MILL ASPHALT IN THIS
AREA STRIPING TBR
±1,915 SF
10' WIDE SECTION OF ASPHALT
& SIDEWALK TO BE REMOVED
TO INSTALL PIPE. SAWCUT
SIDEWALK AND ASPHALT.
EX. PIPE - 3
EX. PIPE - 2
EX. PIPE - 1
REMOVE SECTION OF ASPHALT
AND CURB TO INSTALL PIPE.
SAWCUT CURB AND ASPHALT.
REMOVE STOP
SIGN & STOP BAR
REMOVE STOP
SIGN & STOP BAR
REMOVE SECTION OF ASPHALT
AND CURB TO INSTALL PIPE.
SAWCUT CURB AND ASPHALT.
REMOVE SECTION OF ASPHALT
AND CURB TO INSTALL PIPE.
SAWCUT CURB AND ASPHALT.
EX. STOP BAR &
SIGN TO REMAIN
REMOVE STOP BAR
REMOVE STOP
SIGN & STOP BAR
REMOVE STOP SIGN
EX. STOP BAR
TO REMAIN
EX. STOP BAR
TO REMAIN
EX. STOP BAR &
SIGN TO REMAIN
EX. STOP BAR &
SIGN TO REMAIN
REMOVE STOP BAR
REMOVE STOP BAR
EX. STOP BAR
TO REMAIN
EXISTING CONDITIONS/DEMO PLAN
CONTRACTOR MUST OBTAIN A UTILITY PERMIT FROM SANTA ROSA
COUNTY ROAD & BRIDGE PRIOR TO WORK WITHIN THE COUNTY
RIGHT-OF-WAY.
CONTRACTOR SHALL CONTACT SUNSHINE UTILITIES 48 HOURS PRIOR
TO CONSTRUCTION WITHIN THE RIGHT-OF-WAY.
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LEGEND:
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--- SANITARY SEWER MANHOLE
--- FOUND
--- RIGHT-OF-WAY
--- DEED
--- CALCULATED
--- OFFICIAL RECORDS
--- PAGE
--- SECTION
--- TOP ELEVATION
--- GENERATOR/CONCRETE SLAB
--- ELECTRICAL PANEL BOX
--- WATER VALVE
--- SANITARY SEWER MANHOLE
--- BACKFLOW PREVENTER
--- WATER METER
--- UTILITY VAULT
--- LIGHT POLE
--- POWER POLE
--- GUY ANCHOR
--- FIRE HYDRANT
--- TELEPHONE PEDESTAL
--- BOLLARD (WOOD OR METAL)
--- BURIED FIBER OPTIC CABLE MARKER
--- BURIED GAS MARKER
--- DELINEATOR POST
--- GROUND LIGHTING
--- SANITARY SEWER CLEANOUT
--- SERVICE POLE
--- LIFT STATION
--- DECORATIVE POLE
--- IRON GUARDRAIL
--- HOG WIRE FENCEXX
--- SIGN & POST
--- ASPHALT AREA
--- CONCRETE AREA
IE --- INVERT ELEVATION
RCP --- REINFORCED CONCRETE PIPE
FFE --- FINISH FLOOR ELEVATION
--- OAK TREE & SIZE
--- MAGNOLIA TREE & SIZE
--- CYPRESS TREE & SIZE
--- MAPLE TREE & SIZE
--- EXISTING CURB CUT
--- EXISTING SPOT ELEVATION
--- EXISTING CONTOUR
--- SPRINKLER HEAD
--- GUARDRAIL & POST
FND.
R/W
--- POINT OF COMMENCEMENT
--- POINT OF BEGINNING
C-C
--- BUSH OR SHRUB
--- PROPOSED PARKING LOT TREEST-#
--- PROPOSED FOCAL POINT ISLAND TREES
BASIN "A" 52,818 SF 1.22 AC.
BASIN "B" 72,280 SF 1.66 AC.
BASIN "C" 69,840 SF 1.60 AC.
BASIN "D" 41,627 SF 0.95 AC.
BASIN "E" 25,257 SF 0.58 AC.
BASIN "F" 28,355 SF 0.65 AC.
BASIN "G" 87,700 SF 2.01 AC.
BASIN "H" 3,683 SF 0.09 AC.
BASIN "I" 64,036 SF 1.47 AC.
BASIN SQ. FT. ACRES
TREE PROTECTION DETAIL
ENCOMPASS DRIP LINE
AS REQUIRED TO
ENCOMPASS DRIP LINE
AS REQUIRED TO
N.T.S.
2" X 4" POSTS
1" X 4" RAIL
NORMAL PROTECTED TREES - MIN. 50% OF THE TREE DRIPLINE MUST BE PROTECTED
HERITAGE TREES - 100% OF THE TREE DRIPLINE MUST BE PROTECTED
EXISTING DRAINAGE INLETS
ASPHALT & CURB REMOVAL:
- SAWCUT ALONG REMOVAL BOUNDARIES
- REMOVE ASPHALT AND BASE MATERIALS
AutoCAD SHX Text 23.97
AutoCAD SHX Text 24.14
AutoCAD SHX Text 23.97
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text MILTON 6501 LLC 440 MONTICELLO AVE, STE 1700 NORFOLK, VA 23510 Parcel No. 04-1N-28-0000-10001-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text PERRITT KAREN ELAINE ET AL* C/O BETSY PINKARD 4275 S. SPENCER FIELD RD. PACE, FL Parcel No. 09-1N-28-0000-06500-0000 Zoned: HCD FLU: COMM ELU: SIVICUL
AutoCAD SHX Text OWENS REAL INVESTMENTS LLC 1447 PENTON RD. MILTON, FL Parcel No. 09-1N-28-0000-02100-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text MCDONALDS RESTAURANTS OF FLORIDA INC P.O. BOX 182571 COLUMBUS, OH 43218-2571 BOX 182571 COLUMBUS, OH 43218-2571 OH 43218-2571 Parcel No. 09-1N-28-0000-02100-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text SANTA ROSA COUNTY FEDERAL CREDIT UNION P.O. BOX 841 MILTON, FL BOX 841 MILTON, FL Parcel No. 09-1N-28-0000-02701-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text
STOP
AutoCAD SHX Text
CALL SUNSHINE
AutoCAD SHX Text 800-432-4770
AutoCAD SHX Text
PRIOR TO CONSTRUCTION:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 4"
AutoCAD SHX Text 5"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 129.87
AutoCAD SHX Text
EX. STRUCTURE
AutoCAD SHX Text 18.32'
AutoCAD SHX Text
GRATE
AutoCAD SHX Text
INVERT EL. (IN)
AutoCAD SHX Text 18.32'
AutoCAD SHX Text D1
AutoCAD SHX Text 21.68'
AutoCAD SHX Text D2
AutoCAD SHX Text 20.38'
AutoCAD SHX Text D3
AutoCAD SHX Text 20.21'
AutoCAD SHX Text D4
AutoCAD SHX Text 19.68'
AutoCAD SHX Text D5
AutoCAD SHX Text 19.57'
AutoCAD SHX Text
INVERT EL. (OUT)
AutoCAD SHX Text 18.06'
AutoCAD SHX Text 18.00'
AutoCAD SHX Text 17.84'
AutoCAD SHX Text 17.72'
AutoCAD SHX Text 17.40'
AutoCAD SHX Text 17.40'
AutoCAD SHX Text 17.31'
AutoCAD SHX Text 17.33'
AutoCAD SHX Text D6
AutoCAD SHX Text 19.57'
AutoCAD SHX Text N/A
20.29'
XX
XX
XX
XX
XX
XX
XX
PROPOSED PERMEABLE
PAVEMENT AREA
±3,300 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±5,700 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±5,700 SF
FOCAL POINT 5
(SEE DETAIL)
FOCAL POINT 3
(SEE DETAIL)
FOCAL POINT 6
(SEE DETAIL)
FOCAL POINT 2
(SEE DETAIL)
FOCAL POINT 1
(SEE DETAIL) FOCAL POINT 4
(SEE DETAIL)
FOCAL POINT 8
(SEE DETAIL)
FOCAL POINT 7
(SEE DETAIL)
FOCAL POINT 9
(SEE DETAIL)
T-3 T-4
T-6 T-7
T-11 T-12
T-14 T-15
PROPOSED PERMEABLE
PAVEMENT AREA
±5,750 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±5,770 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±3,850 SF
T-5
T-8
T-10T-9
T-13
T-16
T-1 T-2
8" RIBBON
CURB
STAND UP
CURB
STAND UP
CURB
STAND UP
CURB
STAND UP
CURB
8" RIBBON
CURB
8" RIBBON
CURB
8" RIBBON
CURB
8" RIBBON
CURB
8" RIBBON
CURB
STAND UP
CURB
STAND UP
CURB
STAND UP
CURB
STAND UP
CURB
R10'
R10' (TYP.)
R4' (TYP.)
R10'(TYP.)
R10' (TYP.)
R4' (TYP.)
R10' (TYP.)
R4' (TYP.)
R10' (TYP.)
R4' (TYP.)
R4' (TYP.)
R10' (TYP.)
R4' (TYP.)
R10' (TYP.)
R10' (TYP)
R10' (TYP.)
R10' (TYP.)
24.76
24.93 23.88 22.84 22.84
23.4
23.96
22.84
24.06
22.62
22.16 21.7
22.17
23.82 22.75
21.68
21.68
21.84
22.58
22.01
22.18
21.1
20.17
20.1720.621.0
21.35 21.83
22.19
21.43
21.99
20.17
21.0
20.17
20.25
20.62
20.5
21.14
20.7 20.91
21.6 21.32
21.05
20.9
21.0 20.72 20.4
20.5
20.2 20.2 20.34
20.5
20.54
20.47 20.6
21.31
21.17
21.02
20.73
21.21
20.44 20.15
20.53
19.86 19.86
20.05
20.46
20.26
20.2
20.47 20.68
23.8
20.17
20.57
CONSTRUCT NEW
ASPHALT PER DETAILS
CONSTRUCT NEW
ASPHALT PER DETAILS
CONSTRUCT NEW
ASPHALT PER DETAILS
STAND UP
CURB
STAND UP
CURB
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
STOP SIGN &
STOP BAR
VERIFY EX, UTILITY DEPTHS,
CONTACT ENGINEER IF
ANY CONFLICT
TREE BOX URBAN
FORREST (TYP)
TREE BOX URBAN
FORREST (TYP)
TREE BOX URBAN
FORREST (TYP)
TREE BOX URBAN
FORREST (TYP)
TREE BOX URBAN
FORREST (TYP)
STOP SIGN &
STOP BAR
FOCAL POINT 3 -
SOD ISLAND & PLANT
186 MUHLY GRASS
186 FAKAHATCHEE
FOCAL POINT 5 -
SOD ISLAND & PLANT
500 MUHLY GRASS
500 FAKAHATCHEE
FOCAL POINT 6 -
SOD ISLAND & PLANT
400 MUHLY GRASS
400 FAKAHATCHEE
FOCAL POINT 1 & 2 -
SOD ISLAND & PLANT
850 MUHLY GRASS
850 FAKAHATCHEE
FOCAL POINT 7 & 8 -
SOD ISLAND & PLANT
771 MUHLY GRASS
771 FAKAHATCHEE
FOCAL POINT 3 -
SOD ISLAND & PLANT
267 MUHLY GRASS
267 FAKAHATCHEE
FOCAL POINT 9 -
SOD ISLAND & PLANT
48 CANNA LILY
48 BLUE FLAG IRIS
48 CARDINAL FLOWER
48 BLACK EYED SUSAN
48 SWAMP HIBISCUS
48 BLAZING STAR
1 FLORIDA MAPLE
SWEET
BAY TREE
SWEET
BAY TREE
SWEET
BAY TREE
POND
CYPRESS TREE
POND
CYPRESS TREE
POND
CYPRESS TREE
21.7
19.5
19.5
LANDSCAPING PLAN
CONTRACTOR MUST OBTAIN A UTILITY PERMIT FROM SANTA ROSA
COUNTY ROAD & BRIDGE PRIOR TO WORK WITHIN THE COUNTY
RIGHT-OF-WAY.
CONTRACTOR SHALL CONTACT SUNSHINE UTILITIES 48 HOURS PRIOR
TO CONSTRUCTION WITHIN THE RIGHT-OF-WAY.
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LEGEND:
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PG.
SEC.
TE
--- SANITARY SEWER MANHOLE
--- FOUND
--- RIGHT-OF-WAY
--- DEED
--- CALCULATED
--- OFFICIAL RECORDS
--- PAGE
--- SECTION
--- TOP ELEVATION
--- GENERATOR/CONCRETE SLAB
--- ELECTRICAL PANEL BOX
--- WATER VALVE
--- SANITARY SEWER MANHOLE
--- BACKFLOW PREVENTER
--- WATER METER
--- UTILITY VAULT
--- LIGHT POLE
--- POWER POLE
--- GUY ANCHOR
--- FIRE HYDRANT
--- TELEPHONE PEDESTAL
--- BOLLARD (WOOD OR METAL)
--- BURIED FIBER OPTIC CABLE MARKER
--- BURIED GAS MARKER
--- DELINEATOR POST
--- GROUND LIGHTING
--- SANITARY SEWER CLEANOUT
--- SERVICE POLE
--- LIFT STATION
--- DECORATIVE POLE
--- IRON GUARDRAIL
--- HOG WIRE FENCEXX
--- SIGN & POST
--- ASPHALT AREA
--- CONCRETE AREA
IE --- INVERT ELEVATION
RCP --- REINFORCED CONCRETE PIPE
FFE --- FINISH FLOOR ELEVATION
--- OAK TREE & SIZE
--- MAGNOLIA TREE & SIZE
--- CYPRESS TREE & SIZE
--- MAPLE TREE & SIZE
--- EXISTING CURB CUT
--- EXISTING SPOT ELEVATION
--- EXISTING CONTOUR
--- SPRINKLER HEAD
--- GUARDRAIL & POST
FND.
R/W
--- POINT OF COMMENCEMENT
--- POINT OF BEGINNING
C-C
--- BUSH OR SHRUB
--- PROPOSED PARKING LOT TREEST-#
--- PROPOSED FOCAL POINT ISLAND TREES
PARKING LOT REQUIREMENTS
1 NEW TREE PER 12 PARKING SPACES = TOTAL NUMBER OF CANOPY TREES
181 TOTAL PARKING SPACES / 12 = 15.1 OR 16 CANOPY TREES REQUIRED.
- PROPOSED TREES: T-1 THRU T-16
EXISTING DRAINAGE INLETS
FOCAL POINT PLANTING GUIDE:
UTILIZE 1 GALLON OF MUHLY GRASS AND FAKAHATCHEE GRASS WITHIN FOCAL
POINT AREAS. PLANT @ THE RATES SHOWN BELOW AND EVENLY SPACED.
DISTRIBUTION SHALL ACHIEVE APPROX. 50% OF EACH SPECIES.
FOCAL POINT 1 = ±39 SF
- 15 SMALL PLANTS
FOCAL POINT 2 = ±39 SF
- 20 SMALL PLANTS
FOCAL POINT 3 = ±77 SF
- 30 SMALL PLANTS)
FOCAL POINT 4 = ±77 SF
- 30 SMALL PLANTS)
FOCAL POINT 5 = ±59 SF
- 25 SMALL PLANTS)
FOCAL POINT 6 = ±59 SF
- 25 SMALL PLANTS)
PLANTINGS SHALL BE SELECTED TO ACHIEVE AN EVEN
DISTRIBUTION OF MULTIPLE SPECIES.
PLANTINGS OTHER THAN TREES INDICATED SHALL BE A
50/50 MIXTURE OF 1 GALLON MUHLY GRASS AND 1
GALLON FAKAHATCHEE GRASS
ALL DISTURBED AREAS THAT DO NOT HAVE A
PERMANENT COVER SHALL BE SODDED WITH
CENTIPEDE GRASS.
FOCAL POINT PLANTING GUIDE:
UTILIZE 1 GALLON OF MUHLY GRASS AND FAKAHATCHEE GRASS WITHIN FOCAL
POINT AREAS. PLANT @ THE RATES SHOWN BELOW AND EVENLY SPACED.
DISTRIBUTION SHALL ACHIEVE APPROX. 50% OF EACH SPECIES.
FOCAL POINT 7 = ±32 SF
- 15 SMALL PLANTS
FOCAL POINT 8 = ±32 SF
- 15 SMALL PLANTS
FOCAL POINT 9 = ±24 SF
- 10 SMALL PLANTS)
AutoCAD SHX Text 23.97
AutoCAD SHX Text 24.14
AutoCAD SHX Text 23.97
AutoCAD SHX Text MILTON 6501 LLC 440 MONTICELLO AVE, STE 1700 NORFOLK, VA 23510 Parcel No. 04-1N-28-0000-10001-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text PERRITT KAREN ELAINE ET AL* C/O BETSY PINKARD 4275 S. SPENCER FIELD RD. PACE, FL Parcel No. 09-1N-28-0000-06500-0000 Zoned: HCD FLU: COMM ELU: SIVICUL
AutoCAD SHX Text OWENS REAL INVESTMENTS LLC 1447 PENTON RD. MILTON, FL Parcel No. 09-1N-28-0000-02100-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text MCDONALDS RESTAURANTS OF FLORIDA INC P.O. BOX 182571 COLUMBUS, OH 43218-2571 BOX 182571 COLUMBUS, OH 43218-2571 OH 43218-2571 Parcel No. 09-1N-28-0000-02100-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text SANTA ROSA COUNTY FEDERAL CREDIT UNION P.O. BOX 841 MILTON, FL BOX 841 MILTON, FL Parcel No. 09-1N-28-0000-02701-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text
STOP
AutoCAD SHX Text
CALL SUNSHINE
AutoCAD SHX Text 800-432-4770
AutoCAD SHX Text
PRIOR TO CONSTRUCTION:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 4"
AutoCAD SHX Text 5"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 129.87
AutoCAD SHX Text
PARKING AREA LANDSCAPE PLANTING
AutoCAD SHX Text
EX. STRUCTURE
AutoCAD SHX Text 18.32'
AutoCAD SHX Text
GRATE
AutoCAD SHX Text
INVERT EL. (IN)
AutoCAD SHX Text 18.32'
AutoCAD SHX Text D1
AutoCAD SHX Text 21.68'
AutoCAD SHX Text D2
AutoCAD SHX Text 20.38'
AutoCAD SHX Text D3
AutoCAD SHX Text 20.21'
AutoCAD SHX Text D4
AutoCAD SHX Text 19.68'
AutoCAD SHX Text D5
AutoCAD SHX Text 19.57'
AutoCAD SHX Text
INVERT EL. (OUT)
AutoCAD SHX Text 18.06'
AutoCAD SHX Text 18.00'
AutoCAD SHX Text 17.84'
AutoCAD SHX Text 17.72'
AutoCAD SHX Text 17.40'
AutoCAD SHX Text 17.40'
AutoCAD SHX Text 17.31'
AutoCAD SHX Text 17.33'
AutoCAD SHX Text D6
AutoCAD SHX Text 19.57'
AutoCAD SHX Text N/A
SITE / LANDSCAPING NOTES / DETAILS
VEGETATIVE MEASURES:
1. DIVERSITY OF PLANTINGS SHOULD BE STRIVED FOR IN ALL REQUIRED LANDSCAPE PLANTINGS, AND IN NO CASE SHOULD ONE SPECIES CONSTITUTE MORE THAN 50% OF TOTAL PLANTING ON SITE. LANDSCAPING SHALL LARGELY UTILIZE NATIVE OR NON-COMPETING EXOTIC PLANT SPECIES. LANDSCAPING SHALL NOT UTILIZE ANY EXOTIC VEGETATION WHICH IS LIKELY TO OUT-COMPETE OR OTHERWISE DISPLACE NATIVE VEGETATION.
2. ALL LANDSCAPING SHALL BE INSTALLED IN A SOUND WORKMANSHIP MANNER AND ACCORDING TO ACCEPTED GOOD PLANTING PROCEDURES CONSISTENT WITH THE DETAILS OF THE APPROVED SITE PLAN. ADEQUATE WIND AND WATER EROSION CONTROL MEASURES SHALL BE PUT INTO EFFECT PRIOR TO COMMENCING SITE ALTERATION ON
EACH INCREMENT OF A PROJECT.
3. PLANTS WHOSE PHYSICAL CHARACTERISTICS MAY BE INJURIOUS TO THE PUBLIC SHALL NOT BE SPECIFIED OR
INSTALLED IN AREAS SUCH AS PARKING LOTS, ALONG WALKWAYS, ETC.
4. NOXIOUS AND/OR INVASIVE PLANT SPECIES SUCH AS (BUT NOT LIMITED TO) KUDZU AND POPCORN TREES SHALL
NOT BE PLANTED/INSTALLED.
5. AT COMPLETION OF CONSTUCTION, ALL EXPOSED DIRT SHALL BE STABILIZED W/ SOD, HYDRO-SEED, OR HAY/SEED.
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5TREE PLANTING DETAIL
3" MULCH
EXISTING SOIL
WITHIN THE SOIL MIX.
PREPARED LOAM PLANTING SOIL.
CONSTRUCTION BACKFILL IS NOT
ACCEPTABLE. NO PARTICLE OVER
1" DIAMETER SHALL BE FOUND
6" SAUCER
WOODY SHRUB WITH
MINIMUM HEIGHT OF 12"
FROM FINISHED GRADE.
SHRUB PLANTING DETAIL
N.T.S.
$100.00 FINE
PERMIT
DISABLED
PARKING BY
ONLY
HANDICAP SIGN DETAIL
WHITE REFLECTIVE SYMBOL
AND BORDER WITH REFLECTIVE
BLUE BACKGROUND
AND BORDER WITH REFLECTIVE
BLUE REFLECTIVE TEXT AND
WHITE BACKGROUND
7'- 0"
A
BO
VE
GR
AD
E
TYPICAL PARKING SPACE
TYPICAL STOP SIGN DETAIL
7' M
IN
FDOT STANDARDS
EDGE OF PAVEMENT
ALUMINUM POST TO MEET
6' MIN. TO 12' MAX
4' M
IN
IM
UM
N.T.S.
STOP 24"
GRADE
24"
ALL SIGN MOUNT HARDWARE SHALL BE EITHER
GALVANIZED, ALUMINUM OR STAINLESS STEEL.
3" WIDE UNFS
PAINTED WHITE
RESERVED
HANDICAPPED
H.C. PARKING SIGN MOUNTED
NOTE:
PAINT SOLID
BLUE LINE
CITY OF MILTON STANDARDS.
SIGN SHALL ALSO INCLUDE INFORMATION
REGARDING PENALTY FOR ILLEGAL USE.
R.=1.0'
AT ALL HANDICAPPED SPACES
NATIONAL STD.
(WHITE REFLECTIVE)
12" HIGH LETTERS
PAINTED ON PAVEMENT
H.C. SYMBOL PAINTED
ON PVMT.
CONFORM WITH F.D.O.T., ANSI, AND
84" ABOVE GRADE. H.C. SIGN SHALL
(WHITE REFLECTIVE)
SLOPE NOT TO EXCEED 2% IN ANY DIRECTION.
NOT TO SCALE
WHITE LINE
PAINT SOLID
@ 1'-0" 0.C. AND AT
4" PAINTED STRIPES
45° (WHITE REFLECTIVE)
HANDICAPPED PARKING DETAIL
PAINT SYMBOL ON PAVING
5'12'
20' 3'
3'
6"
2"
6"
APPROVED PARKING BUMPER
(SEE PLAN)
5'
MIN.
(SEE PLAN)
12'
MIN.
(SEE PLAN)
20' MIN.
(SEE PLAN)
(SEE PLAN)
6'
FLAT
RAMP UP
FLAT
HANDICAPPED SIDEWALK RAMP DETAIL
N.T.S.
CONCRETE
SIDEWALK
RESERVED
HANDICAPPED
MAX. SLOPE NOT TO
EXCEED 2%.
MAX. 1:12 SLOPE
@ RAMP
6'
RAMP UP
FLAT
AutoCAD SHX Text
%%ULANDSCAPING NOTES:
AutoCAD SHX Text
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LEADER SHALL BE UNDAMAGED
AutoCAD SHX Text
AND HEALTHY
AutoCAD SHX Text
FULL BRANCHING.
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TREES GROWN TOO CLOSE
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TOGETHER IN THE NURSERY
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SET CROWN OF ROOT BALL
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1" ABOVE SURROUNDING
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FINISHED GRADE BEFORE
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6" SAUCER
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PIT SHALL BE 2 TIMES
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THE ROOT BALL DIAMETER
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CONSUMER SERVICES.
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LOOSEN BURLAP OR
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CUT WIRE BASKET
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3" MULCH LAYER
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PREPARED LOAM PLANTING SOIL.
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CONSTRUCTION BACKFILL IS NOT
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ACCEPTABLE. NO PARTICLE OVER
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1" DIAMETER SHALL BE FOUND
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WITHIN THE SOIL MIXTURE.
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EXISTING SOIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text N.T.S.
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WILL BE REJECTED.
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MULCHING.
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ALL TREES TO BE FLORIDA ONE
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OR FLORIDA PRETTY ACCORDING
AutoCAD SHX Text
TO "GRADES AND STANDARDS FOR
AutoCAD SHX Text
NURSERY PLANTS" BY THE FLORIDA
AutoCAD SHX Text
DEPARTMENT OF AGRICULTURE AND
AutoCAD SHX Text
3/4" REINFORCED RUBBER HOSE
AutoCAD SHX Text
FOUR WOOD STAKES 3" MINIMUM
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DIAMETER NOTCHED FOR WIRE
AutoCAD SHX Text
EDGE OF PARKING
AutoCAD SHX Text
4" WIDE WHITE
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
PARKING BUMPER
AutoCAD SHX Text 20'-0"
AutoCAD SHX Text 9'-0"
AutoCAD SHX Text 2.5'
AutoCAD SHX Text
(SEE PLAN)
LINE
XX
XX
XX
XX
XX
XX
XX
PROPOSED PERMEABLE
PAVEMENT AREA
±3,300 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±5,700 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±5,700 SF
24 24
21 21
21 21
21 21
16 1
4 1 3 1
4 1
1 1
212123 22
3 2
24 23
1 2
21 21
C-C
C-C
C-C
C-C
C-C
C-C
C-CC-CC-C
C-C C-C C-C
C-C
C-CC-C C-CC-C
C-C
C-C
C-CC-C
C-C
C-C
C-C C-CC-C
C-C C-C
C-C
C-C
C-C
C-C
EX. STRUCTURE - D1
EX. STRUCTURE - D2
EX. STRUCTURE - D3
EX. STRUCTURE - D4
EX. STRUCTURE - D5
EX. PIPE - 1A
EX. PIPE - 2A
EX. PIPE - 3A
EX. PIPE - 4
EX. PIPE - 5
FOCAL POINT 5
(SEE DETAIL)
FOCAL POINT 3
(SEE DETAIL)
FOCAL POINT 6
(SEE DETAIL)
FOCAL POINT 2
(SEE DETAIL)
FOCAL POINT 1
(SEE DETAIL) FOCAL POINT 4
(SEE DETAIL)
FOCAL POINT 8
(SEE DETAIL)
FOCAL POINT 7
(SEE DETAIL)
FOCAL POINT 9
(SEE DETAIL)
4" R-TANK CONNECTION
4" R-TANK CONNECTION
4" R-TANK CONNECTION
4" R-TANK CONNECTION
4" R-TANK CONNECTION
4" R-TANK CONNECTION
4" R-TANK CONNECTION
12" CONNECTION
12" CONNECTION
12" CONNECTION
4" R-TANK CONNECTION
T-3 T-4
T-6 T-7
T-11 T-12
T-14 T-15
EX. STRUCTURE - D6
PROPOSED PERMEABLE
PAVEMENT AREA
±5,750 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±5,770 SF
PROPOSED PERMEABLE
PAVEMENT AREA
±3,850 SF
T-5
T-8
T-10T-9
T-13
T-16
T-1 T-2
DOMED OVERFLOW STRUCTURE
DOMED OVERFLOW STRUCTURE
DOMED OVERFLOW STRUCTURE
DOMED OVERFLOW STRUCTURE DOMED OVERFLOW STRUCTURE
4" R-TANK CONNECTION
DOMED OVERFLOW STRUCTURE
15" CPP
CONC. M.E.S. - INV: 16.0
NEW TYPE "C"
DOGHOUSE INLET
NEW TYPE "C"
DOGHOUSE INLET
NEW TYPE "C"
DOGHOUSE INLET
4" R-TANK CONNECTION
EX. PIPE - 1B
EX. PIPE - 2B
EX. PIPE - 3B
CONSTRUCT NEW
ASPHALT PER DETAILS
CONSTRUCT NEW
ASPHALT PER DETAILS
CONSTRUCT NEW
ASPHALT PER DETAILS
VERIFY EX, UTILITY DEPTHS,
CONTACT ENGINEER IF
ANY CONFLICT
TREE BOX URBAN
FORREST (TYP)
TREE BOX URBAN
FORREST (TYP)
TREE BOX URBAN
FORREST (TYP)
TREE BOX URBAN
FORREST (TYP)
TREE BOX URBAN
FORREST (TYP)
GRADING PLAN
CONTRACTOR MUST OBTAIN A UTILITY PERMIT FROM SANTA ROSA
COUNTY ROAD & BRIDGE PRIOR TO WORK WITHIN THE COUNTY
RIGHT-OF-WAY.
CONTRACTOR SHALL CONTACT SUNSHINE UTILITIES 48 HOURS PRIOR
TO CONSTRUCTION WITHIN THE RIGHT-OF-WAY.
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H 9/
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1 inch = 40 feet
0 40 80 x
LEGEND:
POC
POB
R/W (D) (C) O.R.
PG.
SEC.
TE
--- SANITARY SEWER MANHOLE
--- FOUND
--- RIGHT-OF-WAY
--- DEED
--- CALCULATED
--- OFFICIAL RECORDS
--- PAGE
--- SECTION
--- TOP ELEVATION
--- GENERATOR/CONCRETE SLAB
--- ELECTRICAL PANEL BOX
--- WATER VALVE
--- SANITARY SEWER MANHOLE
--- BACKFLOW PREVENTER
--- WATER METER
--- UTILITY VAULT
--- LIGHT POLE
--- POWER POLE
--- GUY ANCHOR
--- FIRE HYDRANT
--- TELEPHONE PEDESTAL
--- BOLLARD (WOOD OR METAL)
--- BURIED FIBER OPTIC CABLE MARKER
--- BURIED GAS MARKER
--- DELINEATOR POST
--- GROUND LIGHTING
--- SANITARY SEWER CLEANOUT
--- SERVICE POLE
--- LIFT STATION
--- DECORATIVE POLE
--- IRON GUARDRAIL
--- HOG WIRE FENCEXX
--- SIGN & POST
--- ASPHALT AREA
--- CONCRETE AREA
IE --- INVERT ELEVATION
RCP --- REINFORCED CONCRETE PIPE
FFE --- FINISH FLOOR ELEVATION
--- OAK TREE & SIZE
--- MAGNOLIA TREE & SIZE
--- CYPRESS TREE & SIZE
--- MAPLE TREE & SIZE
--- EXISTING CURB CUT
--- EXISTING SPOT ELEVATION
--- EXISTING CONTOUR
--- SPRINKLER HEAD
--- GUARDRAIL & POST
FND.
R/W
--- POINT OF COMMENCEMENT
--- POINT OF BEGINNING
C-C
--- BUSH OR SHRUB
--- PROPOSED PARKING LOT TREEST-#
--- PROPOSED FOCAL POINT ISLAND TREES
BASIN "A" 52,818 SF 1.22 AC.
BASIN "B" 72,280 SF 1.66 AC.
BASIN "C" 69,840 SF 1.60 AC.
BASIN "D" 41,627 SF 0.95 AC.
BASIN "E" 25,257 SF 0.58 AC.
BASIN "F" 28,355 SF 0.65 AC.
BASIN "G" 87,700 SF 2.01 AC.
BASIN "H" 3,683 SF 0.09 AC.
BASIN "I" 64,036 SF 1.47 AC.
BASIN SQ. FT. ACRES
EXISTING DRAINAGE INLETS
NOTE:
- SPOT ELEVATIONS SHOWN WITHIN EXISTING PARKING
AREAS (PERMEABLE PAVERS AND RESTRIPED AREAS) ARE
INTENTED TO MATCH EXISTING ELEVATIONS AND ALLOW
FOR A FLUSH FINISH AT TIE-INS.
(SEE ADDITIONAL SHEETS FOR MORE DETAIL)
RIBBON CURB
SAWCUT LINE
TOP OF CURB FLUSH
W/ EX. ASPHALT
8" X 8" CONC.
RIBBON CURB
PAVERS
AutoCAD SHX Text 23.97
AutoCAD SHX Text 24.14
AutoCAD SHX Text 23.97
AutoCAD SHX Text MILTON 6501 LLC 440 MONTICELLO AVE, STE 1700 NORFOLK, VA 23510 Parcel No. 04-1N-28-0000-10001-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text PERRITT KAREN ELAINE ET AL* C/O BETSY PINKARD 4275 S. SPENCER FIELD RD. PACE, FL Parcel No. 09-1N-28-0000-06500-0000 Zoned: HCD FLU: COMM ELU: SIVICUL
AutoCAD SHX Text OWENS REAL INVESTMENTS LLC 1447 PENTON RD. MILTON, FL Parcel No. 09-1N-28-0000-02100-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text MCDONALDS RESTAURANTS OF FLORIDA INC P.O. BOX 182571 COLUMBUS, OH 43218-2571 BOX 182571 COLUMBUS, OH 43218-2571 OH 43218-2571 Parcel No. 09-1N-28-0000-02100-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text SANTA ROSA COUNTY FEDERAL CREDIT UNION P.O. BOX 841 MILTON, FL BOX 841 MILTON, FL Parcel No. 09-1N-28-0000-02701-0000 Zoned: CITY FLU: CITY/TOWN ELU: CITY
AutoCAD SHX Text
STOP
AutoCAD SHX Text
CALL SUNSHINE
AutoCAD SHX Text 800-432-4770
AutoCAD SHX Text
PRIOR TO CONSTRUCTION:
AutoCAD SHX Text
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AutoCAD SHX Text 4"
AutoCAD SHX Text 5"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 129.87
AutoCAD SHX Text
EX. STRUCTURE
AutoCAD SHX Text 18.32'
AutoCAD SHX Text
GRATE
AutoCAD SHX Text
INVERT EL. (IN)
AutoCAD SHX Text 18.32'
AutoCAD SHX Text D1
AutoCAD SHX Text 21.68'
AutoCAD SHX Text D2
AutoCAD SHX Text 20.38'
AutoCAD SHX Text D3
AutoCAD SHX Text 20.21'
AutoCAD SHX Text D4
AutoCAD SHX Text 19.68'
AutoCAD SHX Text D5
AutoCAD SHX Text 19.57'
AutoCAD SHX Text
INVERT EL. (OUT)
AutoCAD SHX Text 18.06'
AutoCAD SHX Text 18.00'
AutoCAD SHX Text 17.84'
AutoCAD SHX Text 17.72'
AutoCAD SHX Text 17.40'
AutoCAD SHX Text 17.40'
AutoCAD SHX Text 17.31'
AutoCAD SHX Text 17.33'
AutoCAD SHX Text D6
AutoCAD SHX Text 19.57'
AutoCAD SHX Text N/A
AutoCAD SHX Text 20.29'
NOT TO SCALE
GRADING / DRAINAGE / UTILITY NOTES & DETAILS
GENERAL UTILITY NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING SUNSHINE UTILITIES 48-HOURS PRIOR TO CONSTRUCTION COMMENCEMENT FOR EXISTING UTILITY LOCATION. (SUNSHINE UTILITIES: 1-800-432-4770) EXISTING UTILITIES, WHICH MAY OR MAY NOT BE INDICATED ON THESE PLANS, ARE SHOWN IN THEIR APPROXIMATE HORIZONTAL LOCATION
ONLY. VERTICAL LOCATION HAS NOT BEEN PERFORMED.
2.CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COMPENSATION.
3.UTILITY SYSTEM PERSONNEL SHALL BE PRESENT FOR ALL TAPS TO EXISTING UTILITIES. CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY SYSTEM AT LEAST 48 HOURS PRIOR TO CONNECTION OF PROPOSED FACILITIES
TO EXISTING FACILITIES.
4.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY SYSTEM.
5.CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT OF EXISTING UTILITIES IF PROPOSED IMPROVEMENTS IMPACT
EXISTING UTILITIES.
6. A SEPARATE UTILITY PERMIT MAY BE REQUIRED AND SHALL BE OBTAINED BY THE SITE CONTRACTOR PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
APPROVED BACKFILL
TAMPED 6" LAYERS
TO 1'-0" ABOVE PIPE
BOTTOM QUADRANT OF PIPE
BEDDED FULL LENGTH OF BARREL
90°
6" O.D. 6"
12 GAGE TRACER WIRE
TYPICAL PIPE BEDDING DETAIL
N.T.S.
1. CONTRACTOR SHALL PREPARE THE SUB-GRADE TO LINE AND GRADES REQUIRED FOR FINISHED ELEVATIONS AS INDICATED ON THESE PLANS. ORGANIC MATERIALS, HARD PANS, AND OTHER UN-SUITABLE SOILS IN THE SUB-GRADE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. COMPACT THE SUB-GRADE TO 95% OF THE
MODIFIED PROCTOR AS DETERMINED BY A.S.T.M. D 1557.
2.SEED, FERTILIZE, AND MULCH OR SOD SHOULDERS AND UN-PAVED AREAS. ALL WORK SHALL CONFORM TO THE F.D.O.T. SPECIFICATIONS SECTION 570 AND TO THE SPECIFICATIONS, WHICHEVER IS MORE STRINGENT.
3.SIDEWALKS AND CURBING SHALL BE CONSTRUCTED WITH 3,000 P.S.I. CONCRETE (28-DAY BREAK) AND SHALL HAVE A FULL DEPTH, ONE-HALF INCH EXPANSION JOINT AT 50 FOOT INTERVALS OR LESS. EXPANSION JOINT MATERIAL SHALL BE A PREFORMED BITUMINOUS EXPANSION MATERIAL. CONTRACTION JOINTS SHALL BE CUT OR TOOLED, 1/4" WIDE x
1/3 THE CONCRETE DEPTH AND PLACED AT 10 FOOT INTERVALS.
4.COMPACT THE BASE TO 98% OF THE MODIFIED PROCTOR AS DETERMINED BY A.S.T.M. D 1557. MATERIAL SHALL MEET THE REQUIREMENTS OF THE F.D.O.T. STANDARD SPECIFICATIONS FOR THE SELECTED BASE MATERIAL.
INSTALLATION SHALL BE IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS, SECTION 240. A MIN. OF 3 DENSITY TESTS
SHALL BE PROVIDED TO THE ENGINEER.
5.DRIVING SURFACE SHALL BE CONSTRUCTED PER THE DETAILS.
6.ALL F.D.O.T. INDEX NUMBERS ARE FROM THE F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS MANUAL.
7. ALL ROADWAY, PARKING LOT, AND TRAFFIC MARKINGS / STRIPING SHALL COMPLY WITH THE APPLICABLE SECTIONS
OF THE F.D.O.T. STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION.
8.TEMPORARY TRAFFIC CONTROL THROUGH THE WORK ZONE SHALL BE IN ACCORDANCE WITH THE F.D.O.T. MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES.
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4' WIDE
8" RIBBON CURB8" RIBBON CURB
12"
3"
12" THICK CLASS 1
RIP RAP 4" THICK NO. 57
CRUSHED AGGREGATE
RIP RAP SWALE DETAIL
8" THICK 3,000 P.S.I.
CONCRETE
MIRAFI FW 700 OR
APPROVED EQUAL GEOTEXTILE
1.PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL PLACE SILTATION FENCE ON THE SUBJECT PROPERTY WHERE APPLICABLE OR WHERE INDICATED ON THE PLANS. SILTATION FENCE IS TO REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE
AND ALL DISTURBED AREAS ARE STABILIZED.
2.CONTRACTOR IS TO ENSURE THAT ALL SEDIMENT CONTROL MEASURES ARE FULLY FUNCTIONAL DURING RAINFALL EVENTS. ALL HAY-BALES AND SILT FENCES SHALL REMAIN INTACT UNTIL CONSTRUCTION IS COMPLETE. SHOULD A PORTION FAIL, THAT PORTION SHALL BE REPAIRED PRIOR TO THE NEXT STORM EVENT IN ACCORDANCE WITH THE DETAILS SHOWN ON THESE PLANS.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL TEMPORARY EROSION CONTROL MEASURES AS REQUIRED TO ENSURE NO
SEDIMENTS ARE TRANSPORTED OFF-SITE VIA STORMWATER RUN-OFF.
4.CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN BASINS AND ROADS AT THE END OF CONSTRUCTION WHEN ALL DISTURBED
AREAS HAVE BEEN STABILIZED.
5.AREAS CONTAINING BLOCK SOD SHALL BE PINNED.
6.ON ALL CLEARED AREAS WHICH WILL NOT HAVE ACTIVE CONSTRUCTION UNDERTAKEN FOR A PERIOD OF 90 DAYS OR MORE, A GROUND COVER SHALL BE PLANTED OR OTHER FORMS OF STABILIZATION UTILIZED WITHIN 10 WORKING DAYS.
7.FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE PREPARED AND SUBMITTED TO FDEP FOR NPDES PERMITTING. THE SWPPP SHALL BE CONSIDERED A PART OF THESE PLANS AND SHALL BE STRICTLY ADHERED TO. INSPECTIONS ARE REQUIRED ACCORDING TO THIS PERMIT. CONTACT ENGINEER TO ARRANGE
INSPECTIONS.
8.AT THE COMPLETION OF CONSTRUCTION, ALL EXPOSED DIRT SHALL BE STABILIZED WTIH SOD, A HAY/SEED MIX OR HYDRO-SEED.
9.CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SEDIMENT CONTROL DEVICES (i.e. SILT FENCES) PRIOR TO CONSTRUCTION.
PROVIDE SILTATION FENCES AS SHOWN ALONG THE PROPERTY LINES. SEE DETAIL FOR PROPER INSTALLATION.
15. ALL STOCKPILES ARE TO BE PROTECTED AGAINST DUST AND EROSION AND SHALL BE LOCATED TO NOT TO OBSTRUCT NATURAL DRAINAGE PATTERNS. STOCKPILES SHALL NOT BE GREATER THAN 20-FEET HEIGHT AT ITS PEAK AND SHALL NOT EXCEED 2:1 SLOPE.
10.NO CLEARING, GRADING, EXCAVATING, FILLING, OR OTHER DISTURBANCE OF THE NATURAL TERRAIN SHALL OCCUR UNTIL EROSION AND SEDIMENTATION CONTROL MEASURES HAVE BEEN INSTALLED, EXCEPT THOSE OPERATIONS NEEDED TO IMPLEMENT THESE
MEASURES.
11. ALL CONTROL MEASURES SHALL COMPLY WITH THE MANAGEMENT PRACTICES CONTAINED IN THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S "EROSION & SEDIMENT CONTROL DESIGNER AND REVIEWER'S MANUAL" LATEST EDITION.
12. ANY SEDIMENT OR DEBRIS THAT LEAVES THE DEVELOPMENT SITE SHALL BE PROPERLY RECOVERED BY THE CONTRACTOR.
13. CONTRACTOR IS TO MINIMIZE THE EXTENT OF THE AREA EXPOSED AT ONE TIME, THE DISTURBANCE OF STEEP SLOPES, AND THE DURATION OF EXPOSURE DURING CONSTRUCTION. THIS INCLUDES AVOIDING, CLEARING, GRUBBING, AND GRADING THE ENTIRETY OF THE SITE AT ONCE. THE PERMITTEE SHALL SUBMIT A PHASED CONSTRUCTION SCHEDULE PRIOR TO THE START OF CONSTRUCTION WHICH INCLUDES A DESCRIPTION OF CONSTRUCTION TECHNIQUES, SEQUENCING, AND EQUIPTMENT.
PLEASE REFER TO SUBSECTION 11.1.2 OF ERP APPLICANT'S HANDBOOK VOLUME 1 AND PART 3 OF SECTION E OF THE ERP
APPLICATION FORM 62-330.060(1) FOR MORE INFORMATION.
14. IT IS THE CONTRACTOR'S RESPONSIBLITY TO MANAGE ALL SEDIMENT CONTROL MEASURES AS REQUIRED BY
REGULATORY AGENCIES.
16. INSTALL SILT FENCE OR OTHER STOCKPILE PROTECTIONS TO ENSURE THE STOCKPILE IS CONTAINED.
AutoCAD SHX Text
%%UUTILITY GENERAL NOTES:
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
%%UGRADING / DRIVEWAY & PARKING AREA NOTES:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOT TO SCALE
%%UEROSION CONTROL / EXISTING CONDITIONS NOTES:
FOCAL POINT 6
(SEE DETAIL)
FOCAL POINT 5
(SEE DETAIL)
FOCAL POINT 3
(SEE DETAIL)
4" R-TANK CONNECTION
(HDPE PIPE)
4" R-TANK CONNECTION
(HDPE PIPE)
4" R-TANK CONNECTION
(HDPE PIPE)
DOMED OVERFLOW STRUCTURE
TOP: 22.17
INV: 19.11
12" CONNECTION
(HDPE PIPE)
12" CONNECTION
(HDPE PIPE)
12" CONNECTION
(HDPE PIPE)
DOMED OVERFLOW STRUCTURE
TOP: 23.96
INV: 20.5
DOMED OVERFLOW STRUCTURE
TOP: 22.18
INV: 19.3
24.76
24.93 23.88 22.84 22.84
23.4
23.96
22.84
24.06
22.62
22.16 21.7
22.17
23.82 22.75
21.68
21.68
21.84
22.58
22.01
22.18
23.8
21.7
BIO RETENTION AREAS
CONTRACTOR MUST OBTAIN A UTILITY PERMIT FROM SANTA ROSA
COUNTY ROAD & BRIDGE PRIOR TO WORK WITHIN THE COUNTY
RIGHT-OF-WAY.
CONTRACTOR SHALL CONTACT SUNSHINE UTILITIES 48 HOURS PRIOR
TO CONSTRUCTION WITHIN THE RIGHT-OF-WAY.
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1 inch = 10 feet
0 10 20 x
LEGEND:
POC
POB
R/W (D) (C) O.R.
PG.
SEC.
TE
--- SANITARY SEWER MANHOLE
--- FOUND
--- RIGHT-OF-WAY
--- DEED
--- CALCULATED
--- OFFICIAL RECORDS
--- PAGE
--- SECTION
--- TOP ELEVATION
--- GENERATOR/CONCRETE SLAB
--- ELECTRICAL PANEL BOX
--- WATER VALVE
--- SANITARY SEWER MANHOLE
--- BACKFLOW PREVENTER
--- WATER METER
--- UTILITY VAULT
--- LIGHT POLE
--- POWER POLE
--- GUY ANCHOR
--- FIRE HYDRANT
--- TELEPHONE PEDESTAL
--- BOLLARD (WOOD OR METAL)
--- BURIED FIBER OPTIC CABLE MARKER
--- BURIED GAS MARKER
--- DELINEATOR POST
--- GROUND LIGHTING
--- SANITARY SEWER CLEANOUT
--- SERVICE POLE
--- LIFT STATION
--- DECORATIVE POLE
--- IRON GUARDRAIL
--- HOG WIRE FENCEXX
--- SIGN & POST
--- ASPHALT AREA
--- CONCRETE AREA
IE --- INVERT ELEVATION
RCP --- REINFORCED CONCRETE PIPE
FFE --- FINISH FLOOR ELEVATION
--- OAK TREE & SIZE
--- MAGNOLIA TREE & SIZE
--- CYPRESS TREE & SIZE
--- MAPLE TREE & SIZE
--- EXISTING CURB CUT
--- EXISTING SPOT ELEVATION
--- EXISTING CONTOUR
--- SPRINKLER HEAD
--- GUARDRAIL & POST
FND.
R/W
--- POINT OF COMMENCEMENT
--- POINT OF BEGINNING
C-C
--- BUSH OR SHRUB
--- PROPOSED PARKING LOT TREEST-#
--- PROPOSED FOCAL POINT ISLAND TREES
BASIN "A" 52,818 SF 1.22 AC.
BASIN "B" 72,280 SF 1.66 AC.
BASIN "C" 69,840 SF 1.60 AC.
BASIN "D" 41,627 SF 0.95 AC.
BASIN "E" 25,257 SF 0.58 AC.
BASIN "F" 28,355 SF 0.65 AC.
BASIN "G" 87,700 SF 2.01 AC.
BASIN "H" 3,683 SF 0.09 AC.
BASIN "I" 64,036 SF 1.47 AC.
BASIN SQ. FT. ACRES
EXISTING DRAINAGE INLETS
FOCAL POINT PLANTING GUIDE:
UTILIZE 1 GALLON OF MUHLY GRASS AND FAKAHATCHEE GRASS WITHIN FOCAL
POINT AREAS. PLANT @ THE RATES SHOWN BELOW AND EVENLY SPACED.
DISTRIBUTION SHALL ACHIEVE APPROX. 50% OF EACH SPECIES.
FOCAL POINT 1 = ±39 SF
- 15 SMALL PLANTS
FOCAL POINT 2 = ±39 SF
- 20 SMALL PLANTS
FOCAL POINT 3 = ±77 SF
- 30 SMALL PLANTS)
FOCAL POINT 4 = ±77 SF
- 30 SMALL PLANTS)
FOCAL POINT 5 = ±59 SF
- 25 SMALL PLANTS)
FOCAL POINT 6 = ±59 SF
- 25 SMALL PLANTS)
FOCAL POINT PLANTING GUIDE:
UTILIZE 1 GALLON OF MUHLY GRASS AND FAKAHATCHEE GRASS WITHIN FOCAL
POINT AREAS. PLANT @ THE RATES SHOWN BELOW AND EVENLY SPACED.
DISTRIBUTION SHALL ACHIEVE APPROX. 50% OF EACH SPECIES.
FOCAL POINT 7 = ±32 SF
- 15 SMALL PLANTS
FOCAL POINT 8 = ±32 SF
- 15 SMALL PLANTS
FOCAL POINT 9 = ±24 SF
- 10 SMALL PLANTS)
AutoCAD SHX Text
STOP
AutoCAD SHX Text
CALL SUNSHINE
AutoCAD SHX Text 800-432-4770
AutoCAD SHX Text
PRIOR TO CONSTRUCTION:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 4"
AutoCAD SHX Text 5"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 129.87
AutoCAD SHX Text
EX. STRUCTURE
AutoCAD SHX Text 18.32'
AutoCAD SHX Text
GRATE
AutoCAD SHX Text
INVERT EL. (IN)
AutoCAD SHX Text 18.32'
AutoCAD SHX Text D1
AutoCAD SHX Text 21.68'
AutoCAD SHX Text D2
AutoCAD SHX Text 20.38'
AutoCAD SHX Text D3
AutoCAD SHX Text 20.21'
AutoCAD SHX Text D4
AutoCAD SHX Text 19.68'
AutoCAD SHX Text D5
AutoCAD SHX Text 19.57'
AutoCAD SHX Text
INVERT EL. (OUT)
AutoCAD SHX Text 18.06'
AutoCAD SHX Text 18.00'
AutoCAD SHX Text 17.84'
AutoCAD SHX Text 17.72'
AutoCAD SHX Text 17.40'
AutoCAD SHX Text 17.40'
AutoCAD SHX Text 17.31'
AutoCAD SHX Text 17.33'
AutoCAD SHX Text D6
AutoCAD SHX Text 19.57'
AutoCAD SHX Text N/A
T-10T-9
FOCAL POINT 2
(SEE DETAIL)
FOCAL POINT 1
(SEE DETAIL)
FOCAL POINT 4
(SEE DETAIL)
FOCAL POINT 8
(SEE DETAIL)
FOCAL POINT 7
(SEE DETAIL)
12" CONNECTION
(HDPE PIPE)
DOMED OVERFLOW STRUCTURE
TOP: 20.2
INV: 17.7
12" CONNECTION
(HDPE PIPE)
4" R-TANK CONNECTION
(HDPE PIPE)
DOMED OVERFLOW STRUCTURE
TOP: 20.2
INV: 17.7
EX. PIPE 3B
EX. PIPE 3A
EX. PIPE 2B
EX. PIPE 2A
EX. PIPE 1B
EX. PIPE 1A
4" R-TANK CONNECTION
(HDPE PIPE)
4" R-TANK CONNECTION
(HDPE PIPE)
EX. STRUCTURE - D1
EX. STRUCTURE - D2
EX. STRUCTURE - D3
TEE
TEE
TEE
POND CYPRESS TREE BOX
TOP EL: 21.1
PIPE INV @ EDGE OF
TREE BOX: 18.6
4" PIPE
(HDPE PIPE)
4" PIPE (HDPE PIPE)
4" PIPE
4" PIPE
4" PIPE
(HDPE PIPE)
4" PIPE
(HDPE PIPE)
21.1
20.17
20.1720.621.0
21.35 21.83
22.19
21.43
21.99
20.17
21.0
20.17
20.25
20.62
20.5
21.14
20.7 20.91
21.6 21.32
21.05
20.9
21.0 20.72 20.4
20.5
20.2 20.2 20.34
20.5
20.54
20.47 20.6
21.31
21.17
21.02
20.73
21.21
20.44 20.15
20.53
19.86 19.86
20.05
20.46
20.26
20.2
20.47 20.68
20.17
20.57
SWEET BAY TREE BOX
TOP EL: 21.4
PIPE INV @ EDGE OF
TREE BOX: 18.9
POND CYPRESS TREE BOX
TOP EL: 21.53
PIPE INV @ EDGE OF
TREE BOX: 19.03
SWEET BAY TREE BOX
TOP EL: 21.37
PIPE INV @ EDGE OF
TREE BOX: 18.87
POND CYPRESS TREE BOX
TOP EL: 21.12
PIPE INV @ EDGE OF
TREE BOX: 18.62
SWEET BAY TREE BOX
TOP EL: 20.7
PIPE INV @ EDGE OF
TREE BOX: 18.2
4" R-TANK CONNECTION
(HDPE PIPE)4" R-TANK CONNECTION
(HDPE PIPE)
NEW TYPE "C"
DOGHOUSE INLET
TOP@ LOWEST
CURB CUT: 20.5
INV IN:17.934
INV OUT:17.926
NEW TYPE "C"
DOGHOUSE INLET
TOP@ LOWEST
CURB CUT: 20.57
INV IN:18.196
INV OUT:18.182
NEW TYPE "C"
DOGHOUSE INLET
TOP@ LOWEST
CURB CUT: 20.2
INV IN:17.702
INV OUT:17.697
BIO RETENTION AREAS CONTRACTOR MUST OBTAIN A UTILITY PERMIT FROM SANTA ROSA
COUNTY ROAD & BRIDGE PRIOR TO WORK WITHIN THE COUNTY
RIGHT-OF-WAY.
CONTRACTOR SHALL CONTACT SUNSHINE UTILITIES 48 HOURS PRIOR
TO CONSTRUCTION WITHIN THE RIGHT-OF-WAY.
SHEET
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1 inch = 10 feet
0 10 20 x
LEGEND:
POC
POB
R/W (D) (C) O.R.
PG.
SEC.
TE
--- SANITARY SEWER MANHOLE
--- FOUND
--- RIGHT-OF-WAY
--- DEED
--- CALCULATED
--- OFFICIAL RECORDS
--- PAGE
--- SECTION
--- TOP ELEVATION
---…
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