CC_FS_24_Tree_Clearing_Only_Set.pdf
PDF 6 MB Posted
- Attached to
- Fire Station No. 24 Site Clearing Services State and local contract opportunity
- Solicitation number
- 24/25-115
- Issued by
- Clay County, Harold CDP, Florida
About this file
These documents are engineering and architectural bid documents for the Clay County Fire Station 24 project located at 1075 County Road 226 in Green Cove Springs, Florida, involving Clay County Fire Rescue as the client. The project consists of site preparation, demolition, and construction plans for a new fire station, with detailed drawings covering topographic survey, demolition, grading, drainage, landscape, utility, and erosion control plans. The site is approximately 77,987 square feet, with 16,837 square feet of new impervious area, and is situated in Zone X according to FEMA flood maps. The project is being designed by multiple engineering and architectural firms, including Dasher Hurst Architects, Goodson Bergen & Associates (civil engineer), Powell & Hinkle Engineering (MEP engineer), and G.M. Hill Engineering (structural engineer).
The bid documents are dated July 24, 2025, with the project number 190161, and include comprehensive technical specifications for site preparation, including detailed erosion and sediment control measures, drainage plans, and tree clearing requirements. The documents indicate specific site constraints, such as protecting existing infrastructure like a pump house and power pole, and managing tree removal and protection. The project appears to be funded by Clay County, with no specific funding source details provided. The design emphasizes environmental considerations, including stormwater management, sediment control, and minimal site disturbance, with careful attention to maintaining existing site features while preparing for the new fire station construction.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Addendum_#1_-_Gopher_Tortoise_Burrow_Locations.pdf | ||
| Fire_Station_No._24_Site_Clearing_Services_(Addendum_#3_Revision).pdf | ||
| Fire_Station_No._24_Site_Clearing_Services_(Addendum_#2_Revision).pdf | ||
| Standard_Protection_Measures_-_Eastern_Indigo_Snake_.pdf | ||
| Indigo_Snake_Poster.pdf | ||
| Indigo_Snake_Poster.pdf | ||
| Standard_Protection_Measures_-_Eastern_Indigo_Snake_.pdf | ||
| CC_FS_24_Tree_Clearing_Only_Set.pdf | ||
| Certificate_of_partial_payment.pdf | ||
| Chapter_8_Section_I.pdf | ||
| EFT_FORM.pdf | ||
| Certificate_of_final_payment.pdf | ||
| EFT_FORM.pdf | ||
| Certificate_of_final_payment.pdf | ||
| Certificate_of_partial_payment.pdf | ||
| Chapter_8_Section_I.pdf | ||
| W-9_(2024).pdf | ||
| W-9_(2024).pdf |
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Text version
ENGINEER:
GOODSON, BERGEN AND ASSOCIATES
Consulting Engineers
APPLICANT/
DEVELOPER:
VICINITY MAP
C0.01-800-432-4770
BEFORE YOU DIG !
CALL SUNSHINE STATE ONE CALL OF FLORIDA
AT LEAST TWO FULL BUSINESS DAYS BEFORE
DIGGING OR DISTURBING EARTH
Know what's below.
before you dig.Call
R
GENERAL PROJECT INFORMATION
GBA ENGINEERING BUSINESS 32987
JULY 24, 2025
FL REG # 63060
GBA PROJECT NUMBER - 190161
CL
AY
CO
UN
TY
F
IRE
ST
AT
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N 2
C O
U N
T Y
R O
A D
G R
E E
N C
O V
E S
P R
IN
G
S , F
L
CLAY COUNTY FIRE RESCUE
FOR
LANDSCAPE
ARCHITECT:
MEG GAFFNEY-COOKE RLA, LEED AP
BLUE LEAF LANDSCAPE
904-517-1225 www.blueleaflandscape.com
SHEET NO. TITLE
TOPOGRAPHIC SURVEY
COVER SHEET
INDEX OF DRAWINGS
GENERAL NOTES
GEOMETRY AND PAVING PLAN PHASE 1
GRADING AND DRAINAGE PLAN PHASE 2
LANDSCAPE PLAN
EROSION AND SEDIMENT CONTROL DETAILS
C1.0
NPDES DETAIL SHEET #1
NPDES DETAIL SHEET #2
WELL SYSTEMS 1
LANDSCAPE SPECIFICATIONS
LANDSCAPE DETAILS
C2.0
C4.0 C5.0 C6.0
C15.0
C7.0
C13.0 C14.0
L1.1
L2.1 L2.2
C3.0
CONSTRUCTION DETAILS
C8.0
CONSTRUCTION DETAILS
C9.0
C16.0
STORM WATER POLLUTION PREVENTION PLAN
GENERAL NOTES
C10.0 C11.0 C12.0
C17.0
PRE DEVELOPMENT DRAINAGE PLAN
POST DEVELOPMENT DRAINAGE PLAN
MAINTENANCE OF TRAFFIC PLAN
C0.0
DEMOLITION PLAN PHASE 1
5105 SWEAT RD
GREEN COVE SPRINGS,
FL 32043
GENERAL
Parcel ID # __________________
Zoning Designation __________________ PUD Ordinance Number __________________ FIRM – Community – Panel __________________ Flood Zones (Show in Plans) __________________ Base Flood Elev. (Show in Plans) __________________ Vertical Datum Used for Project __________________ UtilityAvailability Number __________________
NON-SUBDIVISION
New Impervious Area (bldg) __________________ Total Impervious Area __________________
NA
PO-1
12019C0295E
ZONE X
N.A.V.D.-1988
NA
16,837 SF
015781-001-00
NA
CLAY COUNTY BD OF
COUNTY COMM
ARCHITECT
DASHER HURST ARCHITECTS
1022 PARK STREET, SUITE 208
JACKSONVILLE, FLORIDA 32204
PHONE: 904.425.1190
WWW.DASHERHURST.COM
CONSTRUCTION DETAILS
GO
OD
SO
N B
ER
GE
N &
AS
SO
CIA
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S
C
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P A
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W A
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, F
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A
EDWARD GOODSON/ JEFFREY E. BERGEN, P.E.
11555 CENTRAL PARKWAY, SUITE 103
JACKSONVILLE, FLORIDA 32224
(OFFICE) (904) 519-7770
(FAX) (904) 519-7776
FL. PE #63060
JEFFREY E. BERGEN, PE
THIS ITEM HAS BEEN ELECTRONICALLY
SIGNED AND SEALED BY
JEFFREY E. BERGEN, PE ON
USING A SHA AUTHENTICATION CODE.
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SHA
AUTHENTICATION CODE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
77,987 SF
SITE
LOCATION
DEMOLITION NOTES & LEGEND
CLAY COUNTY UTILITY AUTHORITY STANDARD SHEETS
WAT 02
WAT 04
STANDARD WATER CASING, CROSSING TYPE AND PIPE
RESTRAINT DETAILS
STANDARD FIRE HYDRANT AND D.D.C.V BACKFLOW
PREVENTER DETAILS
BID DOCUMENTS
C19.0 C18.0
C20.0 C21.0
UTILITY PLAN
GRADING AND DRAINAGE PLAN PHASE 1
DEMOLITION PLAN PHASE 2
GEOMETRY AND PAVING PLAN PHASE 2
C22.0
SEPTIC SYSTEM
LANDSCAPE INDEXL1.0
LANDSCAPE PLANL1.2
C23.0
WELL SYSTEMS 2
IRRIGATION PLANI1.1
IRRIGATION DETAILSI2.1
IRRIGATION SPECIFICATIONSI2.2
CONCRETE JOINT PLANC9.0A
TREE CLEARING ONLY
SET
AutoCAD SHX Text S H E E T
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CLAY COUNTY FIRE STATION 24
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AT 1075 COUNTY ROAD 226, GREEN COVE SPRINGS, FL 32043
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STATE OF
AutoCAD SHX Text No. 63060 6306063060
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66.3
66.4
65.4
66.8
51.2
51.1
51.2
53.6
53.0
52.9
58.4
57.6
56.6
55.9
54.9
53.8
52.8
55.6
57.4 656.9
54.8
54.1
53.9 57.6
57.8
59.3
58.3
55.0
54.0
52.9
53.7
55.6
57.1
59.8
61.6
63.4
61.7
58.3
56.7
55.0
64.3
63.6
60.0
57.3
55.8
65.0
62.4
59.2
57.4 8 56.7
65.4
63.2 60.8
58.6
57.4
65.7
65.4
61.8
59.4
58.3
52.5
54.5
59.0
55.3
55.3
55.5
57.6
57.7
59.3
59.8
60.1
59.6
61.2
64.9
65.0
65.2
64.6
65.3
65.3 765.3
64.6
64.1
64.4
64.4
65.9
64.5
64.4
64.4
64.5
65.1
65.7
65.7
65.1
65.0
65.1
65.1
64.3
65.5
66.4
66.2
66.4
66.7
67.5
67.1
67.9
65.0
64.6
66.2
65.6
65.5
66.7
67.0
67.4
67.1
67.5
67.1
66.7
66.8
66.6
66.7
66.8
67.8
65.9
66.1
67.1
66.9
66.5
66.1 766.2
66.2
66.8
67.7
66.3
67.0
66.8
66.2
66.4
66.7
67.6
66.3
67.0
67.6
66.6
67.0
66.7
65.1
66.8
66.0
66.5
66.4
64.7
66.7
68.7
65.7
65.9
65.1
64.5
64.6
63.8
63.8
63.0
63.2
67.3
66.7
67.0
66.9
61.8
61.7 67.1
65.9
60.6
60.5
66.9
66.2
65.0
65.3
65.3
65.4
65.4 965.4
65.5
65.3
65.2
65.6
65.5
65.6
65.7
65.9
65.9
66.0
66.2
66.3
66.4
65.4
66.8
58.4
57.6
56.6
55.9
54.9
53.8
52.8
55.6
57.4 656.9
54.8
54.1
53.9 57.6
57.8
59.3
58.3
55.0
54.0
52.9
53.7
55.6
57.1
59.8
61.6
63.4
61.7
58.3
56.7
55.0
64.3
63.6
60.0
57.3
55.8
65.0
62.4
59.2
57.4 8 56.7
65.4
63.2 60.8
58.6
57.4
65.7
65.4
61.8
59.4
58.3
59.0
0 4
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57 58 59
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23"X34" ECMP
AutoCAD SHX Text C o u n t y R o a d N o. C - 2 2 6
AutoCAD SHX Text Official Records Book 1794, page 799
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AutoCAD SHX Text Dirt Drive
AutoCAD SHX Text Dirt Drive
AutoCAD SHX Text Dirt Drive
AutoCAD SHX Text Dirt Drive
AutoCAD SHX Text Asphalt Drive
AutoCAD SHX Text Section 3
AutoCAD SHX Text Section 2
AutoCAD SHX Text N 44°00'51" W
AutoCAD SHX Text 141.52'
AutoCAD SHX Text N 46°54'29" W
AutoCAD SHX Text 97.93'
AutoCAD SHX Text N 39°45'02" W
AutoCAD SHX Text 86.42'
AutoCAD SHX Text N 45°25'27" W, 8.73'
AutoCAD SHX Text N 45°10'50" W, 4.11'
AutoCAD SHX Text N 44°59'20" W, 5.48'
AutoCAD SHX Text N 44°03'37" W, 3.56'
AutoCAD SHX Text N 42°46'54" W, 3.24'
AutoCAD SHX Text Official Records Book 4667, page 2054
AutoCAD SHX Text N 42%%D42'58' W, 3.22'
AutoCAD SHX Text N 23°22'49" E
AutoCAD SHX Text 304.15'
AutoCAD SHX Text S 43°18'11" E
AutoCAD SHX Text 355.75'
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AutoCAD SHX Text Gravel Parking Area
AutoCAD SHX Text S w e a t R o a d
AutoCAD SHX Text Edge of Pavement
AutoCAD SHX Text A s p h a l t
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text
POINT OF BEGINNING
AutoCAD SHX Text 12"Oak
AutoCAD SHX Text N 23°24'00" E
AutoCAD SHX Text 262.74'
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text N 21°22'00" W
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 608.77'
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 22" Deak Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 12" Pine
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 4"Oak
AutoCAD SHX Text 19" Oak
AutoCAD SHX Text Oak
AutoCAD SHX Text 4" Oak
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 6" Pine
AutoCAD SHX Text 12" Pine
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 4" Oak
AutoCAD SHX Text 13" Pine
AutoCAD SHX Text 14" Pine
AutoCAD SHX Text x
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AutoCAD SHX Text
BENCH MARK
AutoCAD SHX Text PK nail in Power Pole
AutoCAD SHX Text Elev. = 61.43
AutoCAD SHX Text S t a t e R o a d N o. 1 5 - U. S. H i g h w a y N o. 1 7
AutoCAD SHX Text Prescriptive Right-of-Way as per Road Map Book 1, page 66
AutoCAD SHX Text 6" Dogwooe
AutoCAD SHX Text 7" Oak
AutoCAD SHX Text 11" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 7" Oak
AutoCAD SHX Text 10" Cherry
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 24" Oak
AutoCAD SHX Text 2-24" Oaks
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 25" Double Oak
AutoCAD SHX Text 19" Oak
AutoCAD SHX Text 7" Oak
AutoCAD SHX Text 22" Blackjack Cluster
AutoCAD SHX Text 30" Double Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 28" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 30" Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 15" Double Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 6" Dogwood
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 6" Dogwood
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text Dogwood
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 15" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 30" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 29" Oak
AutoCAD SHX Text 20" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 30" Oak Cluster
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 19" Oak
AutoCAD SHX Text 23" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 24" Oak Cluster
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 15" Oak
AutoCAD SHX Text 12" Double Oak
AutoCAD SHX Text 7" Oak
AutoCAD SHX Text 15" Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 11" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 8" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 16" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 30" Oak Cluster
AutoCAD SHX Text 11" Pine
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 36" Twin Oaks
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 15" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 32" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 28" Triple Oak
AutoCAD SHX Text 17" OIak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 16" Oak
AutoCAD SHX Text 8" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 12" Pine
AutoCAD SHX Text 14" Pine
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 28" Triple Oak
AutoCAD SHX Text 30" Oak Cluster
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 26" Triple Oak
AutoCAD SHX Text 16"Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 20" Oak
AutoCAD SHX Text 30" Double Oak
AutoCAD SHX Text 20" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 17" Oak
AutoCAD SHX Text 28" Triple Oak
AutoCAD SHX Text 16" Oak
AutoCAD SHX Text 17" Double Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 30" Oak Cluster
AutoCAD SHX Text 18"Double Oak
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 15" Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 26" Triple Oak
AutoCAD SHX Text 17" Oak
AutoCAD SHX Text 23" Double Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 16" Triple Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 13" OaK
AutoCAD SHX Text 28" Triple Oak
AutoCAD SHX Text 9" Triple Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 23" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 20" Double Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 20" Double Oak
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 24" Double Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 11" OaK
AutoCAD SHX Text 19" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 30" Triple Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 16" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 26" Double Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 28" Double Oak
AutoCAD SHX Text 20" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 20" Double Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 15" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 20" Double Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 18" Pine
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 46" Double Oak
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 26" Triple Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 26" Triple Oak
AutoCAD SHX Text 36" Oak
AutoCAD SHX Text S 57°36'00" E
AutoCAD SHX Text 640.34'
AutoCAD SHX Text S 00°23'49" E
AutoCAD SHX Text 646.52'
AutoCAD SHX Text 1/2" Iron Rod, LB 7055
AutoCAD SHX Text 1/2" Iron Rod, LB 7055
AutoCAD SHX Text 1/2" Iron Rod, LB 7055
AutoCAD SHX Text
1/2" I.P., LB 1381
AutoCAD SHX Text N 41°11'42" W
AutoCAD SHX Text 627.83'
AutoCAD SHX Text S 23°22'49" W
AutoCAD SHX Text 18.74'
AutoCAD SHX Text 4"x4" Conc. Mon. Clary
AutoCAD SHX Text
S 57°33'42" E (FM)
AutoCAD SHX Text
640.38' (FM)
AutoCAD SHX Text
S 00°23'49" E (FM)
AutoCAD SHX Text
646.52' (FM)
AutoCAD SHX Text
N 41°09'31" W (FM)
AutoCAD SHX Text
627.83' (FM)
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AutoCAD SHX Text Conc. Block
AutoCAD SHX Text Pumphouse w/Well
AutoCAD SHX Text Septic Tank
AutoCAD SHX Text Concrete
AutoCAD SHX Text Garage
AutoCAD SHX Text Flag Pole
AutoCAD SHX Text Modular Building
AutoCAD SHX Text 27.6'
AutoCAD SHX Text 70.3'
AutoCAD SHX Text 40.3'
AutoCAD SHX Text 48.0'
AutoCAD SHX Text 70.3'
AutoCAD SHX Text 27.6'
AutoCAD SHX Text 48.0'
AutoCAD SHX Text 40.2'
AutoCAD SHX Text 16" Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 16" Double Oak
AutoCAD SHX Text 30" Triple Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 16" Pine
AutoCAD SHX Text 12" OPak
AutoCAD SHX Text 10" Cedar
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 16" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 18" Oak Cluster
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 15" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 13" Triple Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 13" Triple Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 13" Oak Cluster
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 11" Pine
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 22" Triple Oak
AutoCAD SHX Text 15' Oak
AutoCAD SHX Text 19' Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 7" Oak
AutoCAD SHX Text 15" Double Oak
AutoCAD SHX Text 30" Oak Cluster
AutoCAD SHX Text Shiloh Baptist Church
AutoCAD SHX Text Official Records Book 1858, page 1806
AutoCAD SHX Text Official Records Book 2030, page 984
AutoCAD SHX Text St. Johns River Water Management District
AutoCAD SHX Text Parce. 02-07-26-015739-00-00
AutoCAD SHX Text East line of Section 3
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Drain Field
AutoCAD SHX Text Official Records Book 667, page 272
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AutoCAD SHX Text
6.95 acres%%P
AutoCAD SHX Text 80' Right-of-Way
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 16" Oak
AutoCAD SHX Text North
AutoCAD SHX Text FF No. Field Book Job No. 43907-B
AutoCAD SHX Text 48:64
AutoCAD SHX Text property have not been located or shown.
AutoCAD SHX Text
4. Easements shown hereon are for drainage
AutoCAD SHX Text and utilities unless noted otherwise.
AutoCAD SHX Text
5. This survey depicts visible improvements only; no
AutoCAD SHX Text underground improvements or footings were located.
AutoCAD SHX Text
3. Underground utilities serving or crossing this
AutoCAD SHX Text record, or matters unrecorded by this surveyor.
AutoCAD SHX Text or restrictions, title, overlaps, or other matters of
AutoCAD SHX Text and was not abstracted for easements, covenants
AutoCAD SHX Text
2. This survey was based on documents provided
AutoCAD SHX Text
1. Bearings shown hereon are based on the
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text Certificate of Authorization No. LB 1381
AutoCAD SHX Text Professional Surveyors & Mappers
AutoCAD SHX Text 615 Blanding Boulevard
AutoCAD SHX Text Orange Park, Florida 32073
AutoCAD SHX Text Telephone 904-272-1000
AutoCAD SHX Text License No. LS 2518
AutoCAD SHX Text Not valid without the signature and
AutoCAD SHX Text the original raised seal of a Florida
AutoCAD SHX Text licensed surveyor and mapper.
AutoCAD SHX Text Eiland & Associates, Inc.
AutoCAD SHX Text Harold T. Eiland
AutoCAD SHX Text Found 4"x4" Conc. Mon. (Clary)
AutoCAD SHX Text Found Iron Pipe (as noted)
AutoCAD SHX Text Set 1/2" Iron Pipe (LB 1381)
AutoCAD SHX Text Fence
AutoCAD SHX Text Powerline/Pole and Anchor
AutoCAD SHX Text Telephone Line
AutoCAD SHX Text Cable T/V Line
AutoCAD SHX Text Concrete Air Conditioner Pad
AutoCAD SHX Text Concrete Elec. Transformer Pad
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text X
AutoCAD SHX Text P
AutoCAD SHX Text T
AutoCAD SHX Text
AC
AutoCAD SHX Text
ET
AutoCAD SHX Text C
AutoCAD SHX Text Note:
AutoCAD SHX Text I have examined the Federal Emergency Management Agency Flood
AutoCAD SHX Text Insurance Rate Map dated March 17, 2014, and find that this
AutoCAD SHX Text property is situated in Flood Zone "X".
AutoCAD SHX Text MAP SHOWING BOUNDARY AND TOPOGRAPHIC SURVEY OF A parcel of land situated in Government Lot 4, Section 3, Township 7 South, Range 26 East, Clay County, Florida, said parcel being more particularly described as follows: Begin at the most northerly corner of those lands described in Official Records Book 4667, page 2054 of said public records, said corner lying in the southeasterly right-of-way line of County Road No. C-226; thence on the boundaries of said lands, run the following 3 courses: 1) South 57 degrees 36 minutes 00 seconds East, 640.38 feet; 2) South 00 degrees 26 minutes 00 seconds East, 646.52 feet; 3) North 41 degrees 11 minutes 42 seconds West, 627.83 feet to the southeasterly line of those lands described in Official Records Book 667, page 272 of said public records; thence on said southeaterly line, South 23 degrees 22 minutes 49 seconds West, 18.74 feet to the northeasterly line of Sweat Road, a variable width right-of-way as per Road Map Book 1, page 66 of said public records; thence on said northeasterly line, run the following 9 courses: 1) North 42 degrees 42 minutes 58 seconds East, 3.76 feet; 2) North 44 degrees 00 minutes 51 seconds West, 141.52 feet; 3) North 46 degrees 54 minutes 29 seconds West, 97.93 feet; 4) North 39 degrees 45 minutes 02 seconds West, 86.42 feet; 5) North 45 degrees 25 minutes 27 seconds West, 8.73 feet; 6) North 45 degrees 10 minutes 50 seconds West, 4.11 feet; 7) North 44 degrees 59 minutes 20 seconds West, 5.48 feet; 8) North 44 degrees 03 minutes 37 seconds West, 3.56 feet; 9) North 42 degrees 46 minutes 54 seconds West, 3.24 feet to said southeasterly right-of-way line of County Road No. C-226; thence on said southeasterly line, North 23 degrees 22 minutes 49 seconds East, 304.154 feet to the point of beginning; being 6.95 acres, more or less, in area. Certified to: Clay County Board of County Commissioners Scale 1" = 30' Date of survey: November 21, 2022
AutoCAD SHX Text measured bearing of N 23%%D22'49" E for the E'ly
AutoCAD SHX Text right-of-way line of County Road No. C-226.
AutoCAD SHX Text Elevations shown hereon are based on U.S. Coast and Geodetic Survey data, NAVD 1988.
1-800-432-4770
BEFORE YOU DIG !
CALL SUNSHINE STATE ONE CALL OF FLORIDA
AT LEAST TWO FULL BUSINESS DAYS BEFORE
DIGGING OR DISTURBING EARTH
Know what's below.
before you dig.Call
R
DATE:
PROJECT NO.:
THIS DRAWING IS AN INSTRUMENT OF SERVICE
AND IS THE PROPERTY OF DASHER HURST
ARCHITECTS, PA. IT SHALL NOT BE
REPRODUCED IN WHOLE OR IN PART WITHOUT
THE EXPRESS WRITTEN PERMISSION OF DASHER
HURST ARCHITECTS, PA.
DASHER HURST
1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8
A R C H I T E C T S
J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0
F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M
22003
7/25/2023
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STRUCTURAL ENGINEER
G.M. HILL ENGINEERING,
INC.
9700 PHILIPS HWY, SUITE 101
JACKSONVILLE, FL 32256
MEP ENGINEER
POWELL & HINKLE
ENGINEERING, P.A.
1409 KINGSLEY AVENUE, BLDG 12A
ORANGE PARK, FL 32073
CIVIL ENGINEER
GOODSON BERGEN &
ASSOC
11555 CENTRAL PARKWAY, SUITE 103
JACKSONVILLE, FL 32224
REVISIONS
# DATE DESCRIPTION
JEFFREY E. BERGEN, PE
THIS ITEM HAS BEEN ELECTRONICALLY
SIGNED AND SEALED BY
JEFFREY E. BERGEN, PE ON
USING A SHA AUTHENTICATION CODE.
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SHA
AUTHENTICATION CODE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
GENERAL
NOTES
C1.0
GENERAL NOTES:
1. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY OTHERS AND THE
FOLLOWING SURVEYOR:
EILAND & ASSOCIATES, INC.
PROFESSIONAL SURVEYORS & MAPPERS
615 BLANDING BOULEVARD ORANGE PARK,
FLORIDA 32073 TELEPHONE 904-272-1000
2. GOODSON BERGEN AND ASSOCIATES CONSULTING ENGINEERS, AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES.
3. ALL PHASES OF SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED COUNTY SITE WORK SPECIFICATIONS.
4. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. IT IS RECOMMENDED THAT THE CONTRACTOR PHOTO/VIDEO THE EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. THE CONTRACTOR SHALL PROVIDE AND COORDINATE ANY AND ALL PEDESTRIAN AND VEHICULAR MAINTENANCE OF TRAFFIC AS NEEDED
FOR CONSTRUCTION FOLLOWING FDOT AND COUNTY MOT GUIDELINES.
6. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF OSHA SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH OSHA REGULATIONS AND THE
FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE PROJECT.
8. THE CONTRACTOR SHALL CORRECT ALL IMPACTS FROM CONSTRUCTION (INCLUDING DRAINAGE) TO THE NEIGHBORING PROPERTIES (INCLUDING PUBLIC RIGHT OF WAYS AND EASEMENTS) TO THE SATISFACTION OF COUNTY PRIOR TO ISSUANCE OF CERTIFICATE OF
OCCUPANCY.
9. THE CONTRACTOR SHALL REPAIR ANY BROKEN SIDEWALKS, CURBS ETC., ADJACENT TO PROPERTY, WHICH OCCUR DURING CONSTRUCTION. THE REPAIRS MUST BE MADE BEFORE ISSUANCE OF CERTIFICATE OF OCCUPANCY.
10. ALL DIRT AND DEBRIS TRACKED OUT OF THE PROJECT SHALL BE CLEANED DAILY AND TO THE DISCRETION OF GBA, OR COUNTY
ENGINEERING DEPARTMENT.
11. ANY EROSION PROBLEMS ENCOUNTERED DURING OR AFTER CONSTRUCTION WHICH IS DUE TO LACK OF COMPACTION OR LACK OF ESTABLISHING A PERMANENT GRASS COVER BY THE CONTRACTOR, SHALL BE CORRECTED AND THE MATERIAL REPLACED IN A TIMELY MANNER AT THE CONTRACTORS EXPENSE. ANY SUCH EROSION WHICH DETRIMENTALLY EFFECTS THE WETLANDS, OR PROTECTED UPLANDS, SHALL BE DEALT WITH AND CORRECTED AT THE CONTRACTORS EXPENSE IN A TIMELY MANNER.
12. CONTRACTOR SHALL REPAIR ALL DAMAGED PAVEMENT AS NECESSARY TO CONSTRUCT ALL IMPROVEMENTS AT THE CONTRACTORS
EXPENSE.
13. BURNING OF TREES, BRUSH AND ANY OTHER MATERIAL OUTSIDE THE PUBLIC RIGHT OF WAY SHALL BE PROCESSED FOR REVIEW AND
APPROVAL, AND PERMITTING BY THE COUNTY FIRE MARSHAL, BY THE CONTRACTOR.
14. SEE LANDSCAPE PLANS FOR GRASSING AND LANDSCAPE PLANTING REQUIREMENTS.
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90%%% IRC REVIEW
DATE:
PROJECT NO.:
THIS DRAWING IS AN INSTRUMENT OF SERVICE
AND IS THE PROPERTY OF DASHER HURST
ARCHITECTS, PA. IT SHALL NOT BE
REPRODUCED IN WHOLE OR IN PART WITHOUT
THE EXPRESS WRITTEN PERMISSION OF DASHER
HURST ARCHITECTS, PA.
DASHER HURST
1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8
A R C H I T E C T S
J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0
F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M
22003
6/23/2023
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STRUCTURAL ENGINEER
G.M. HILL ENGINEERING,
INC.
9700 PHILIPS HWY, SUITE 101
JACKSONVILLE, FL 32256
MEP ENGINEER
POWELL & HINKLE
ENGINEERING, P.A.
1409 KINGSLEY AVENUE, BLDG 12A
ORANGE PARK, FL 32073
CIVIL ENGINEER
GOODSON BERGEN &
ASSOC
11555 CENTRAL PARKWAY, SUITE 103
JACKSONVILLE, FL 32224
REVISIONS
# DATE DESCRIPTION
JEFFREY E. BERGEN, PE
THIS ITEM HAS BEEN ELECTRONICALLY
SIGNED AND SEALED BY
JEFFREY E. BERGEN, PE ON
USING A SHA AUTHENTICATION CODE.
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SHA
AUTHENTICATION CODE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
DEMOLITION
NOTES &
LEGEND
C3.0
SILT FENCESF
INLET SEDIMENT PROTECTION
SIDEWALK CLOSED / SIDEWALK DETOUR
BARRICADE / SIGN.
SEE INDEX 102-660 (FDOT STANDARDS) ON
MAINTENANCE OF TRAFFIC SHEET
DEMOLITION NOTES:
1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL LOCAL ORDINANCES, CITY, COUNTY OR STATE.
2. WITHIN THE WORK AREA, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS
NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT.
3. THE CONTRACTOR SHALL SECURE ALL PERMITS FOR CLEARING, DEMOLITION, AND DISPOSAL OF THE
DEMOLITION MATERIAL TO BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL POST BONDS
AND PAY PERMIT FEES AS REQUIRED. BUILDING DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE
FOR PERMITS AND DISPOSAL OF BUILDING DEMOLITION DEBRIS.
4. SEE LANDSCAPE PLANS FOR ALL TREE REMOVAL AND PROTECTION REQUIREMENTS, IF APPLICABLE.
5. FOR ALL ITEMS NOTED TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT
ALL UNDERGROUND ELEMENTS AS WELL INCLUDING BUT NOT NECESSARILY LIMITED TO:
FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, OLD PIPES, ETC.
6. THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS AND PROPERTY CORNERS DURING
CONSTRUCTION. ANY CONTRACTOR DISTURBED PINS, MONUMENTS, ETC. SHALL BE RESET BY A
LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR.
7. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPES, PAVEMENT, CURBS, SIDEWALKS OR LANDSCAPED AREAS DISTURBED DURING DEMOLITION TO THEIR ORIGINAL CONDITION TO THE
SATISFACTION THE ENGINEER.
8. SEE SURVEY FOR EXISTING SITE LEGEND.
9. SITE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SILT FENCE IN ITS DESIGNED POSITION, OR AS NEEDED PER SEDIMENTATION/ TURBIDITY CONTROL UPRIGHT AND WORKING PROPERLY TO
STOP EROSION DURING THE DURATION OF THE PROJECT.
10. CONTRACT TO CONFIRM ALL TREES TO BE IMPACTED WITH LANDSCAPE PLANS PRIOR TO
DEMOLITION, AND CLEARING.
11. CONTRACTOR SHALL COMPLETELY AND PROPERLY PROTECT ALL TREES , STRUCTURES, ELEMENTS
TO REMAIN TO WHATEVER LEVEL NECESSARY PRIOR TO COMMENCEMENT OF DEMOLITION.
12. COURSES OF SILT FENCE SHALL BE PROVIDE AS NEEDED TO CONTROL STORMWATER SEDIMENT
MIGRATION.
13. DETAIL AND INFORMATION SHOWN ON THE PLANS ARE A MINIMUM LEVEL NEEDED . IT IS THE
CONTRACTORS RESPONSIBILITY TO INSTALL AND MANAGE TO THE NEEDED ON THE SITE
CONTROLLING SEDIMENTATION MIGRATION / TURBID RUNOFF THROUGH THE CONSTRUCTION
PROGRESS
14. ALL TURBIDITY / SEDIMENTATION CONTROLS SHALL AT A MINIMUM BE IN ACCORDANCE WITH F.D.E.P
STORMWATER EROSION AND SEDIMENTATION CONTROLS GUIDELINES / STANDARDS.
TREE PROTECTION BARRICADE
LOC LOC LOC LIMITS OF CONSTRUCTION
TB TURBIDITY BARRIER
PAVEMENT LEGEND
R1-1 (36"x36")
TAG SIGN
2 (12"x18")
(12"x4")
SIGN LEGEND
DRAINAGE LEGEND
PAVEMENT SPOT ELEVATION
EXISTING SPOT ELEVATION
GROUND ELEVATION
64.57
63.35 62.85
64.0
50.30 (ME)
TOP OF CURB OR SIDEWALK/
EDGE OF PAVEMENT
APPROX. ELEVATION - MATCH EXISTING
GENERAL LEGEND
DRAINAGE FLOW
DRAINAGE DIVIDE
IMPERVIOUS AREA
PRE DEVELOPMENT
DRAINAGE AREA
TIME OF CONCENTRATION
PASS
LIMITS OF DRAINAGE AREA
SA-X SUB AREA-X
PRE-DA1
POST DEVELOPMENT
DRAINAGE AREA
POST-DA1
DEMOLITION LEGEND
TREE TO BE REMOVED
GENERAL PAVEMENT, BUILDING, CURBING AND
VERTICAL/SURFACE IMPROVEMENT DEMOLITION,
SOIL DISTURBANCE
TREE TO BE PROTECTED
DRAINAGE PLAN LEGEND
R5-1 (30")
A INDICATES SIGNS TO BE
MOUNTED BACK TO BACK
(12"X18")NO
PARKING
FIRE LANE
BY ORDER OF
THE FIRE
DEPARTMENT
COMPACT
PARKING
ONLY (12"x18")5
COMPACT
PARKING
ONLY (12"x18")6
PROPERTY LINE
# OF PARKING STALLS
TRUNCATED DOMES DETECTABLE
WARNING SURFACE (ADA COMPLIANT)
CURB TRANSITION
CT
HD
SD
CONCRETE SIDEWALK
HEAVY DUTY (HD) CONCRETE
PAVEMENT (RIGHT OF WAY)
SUPER DUTY (SD) CONCRETE
PAVEMENT (ON SITE)
STANDARD DUTY (STD) ASPHALT
PAVEMENT
HEAVY DUTY (HD) ASPHALT
PAVEMENT
64.17
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x
DATE:
PROJECT NO.:
THIS DRAWING IS AN INSTRUMENT OF SERVICE
AND IS THE PROPERTY OF DASHER HURST
ARCHITECTS, PA. IT SHALL NOT BE
REPRODUCED IN WHOLE OR IN PART WITHOUT
THE EXPRESS WRITTEN PERMISSION OF DASHER
HURST ARCHITECTS, PA.
DASHER HURST
1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8
A R C H I T E C T S
J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0
F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M
22003
6/23/2023
C O
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SP
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BID DOCUMENTS
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STRUCTURAL ENGINEER
G.M. HILL ENGINEERING,
INC.
9700 PHILIPS HWY, SUITE 101
JACKSONVILLE, FL 32256
MEP ENGINEER
POWELL & HINKLE
ENGINEERING, P.A.
1409 KINGSLEY AVENUE, BLDG 12A
ORANGE PARK, FL 32073
CIVIL ENGINEER
GOODSON BERGEN &
ASSOC
11555 CENTRAL PARKWAY, SUITE 103
JACKSONVILLE, FL 32224
REVISIONS
# DATE DESCRIPTION
JEFFREY E. BERGEN, PE
THIS ITEM HAS BEEN ELECTRONICALLY
SIGNED AND SEALED BY
JEFFREY E. BERGEN, PE ON
USING A SHA AUTHENTICATION CODE.
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SHA
AUTHENTICATION CODE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
DEMOLITION
PLAN
C6.0
SCALE IN FEET
20 10 20
1-800-432-4770
BEFORE YOU DIG !
CALL SUNSHINE STATE ONE CALL OF FLORIDA
AT LEAST TWO FULL BUSINESS DAYS BEFORE
DIGGING OR DISTURBING EARTH
Know what's below.
before you dig.Call
R
SF
LEGEND
TREE TO BE REMOVED
SILT FENCE
NOTES:
1. CONFIRM ALL TREES IMPACT WITH
LANDSCAPE PLANS PRIOR TO DEMOLITION.
2. SEE ADDITIONAL DEMOLITION NOTES AND
LEGEND ON SHEET C3.0
3. CLEARING CONTRACTOR SHALL UTILIZE
EXISTING SITE ACCESS AND IS RESPONSABLE
FOR CLEAN TRUCK AND TIRES PRIOR
ENTERING PUBLIC ROAD SYSTEMS.
4. ALL EXISTING BUILDING AND SITE
IMPROVEMENTS SHALL REMAIN AND BE
PROTECTED
TB SILT FENCE / TURBIDITY BARRIER
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.01
.95
.74
.69
.16
.87
.63
.43
.76
.35 56
.76
.00
.36
.62
.07
.32
.87 65
.06
.40
.24
.48 56
.71 65 .44
.26 60
.89
.64 57
.45 .77
.45
.89 59
.44
.38
.00
0 4 9 5
57 58 59
8 5 0 5 1 5
SWEAT ROAD
CO
UNTY RO
AD No. 226
SF
SF
SF
SF
SF
SF
SF
SF
PROPERTY LINE
TREE TO BE REMOVED (TYP.)
SEE TREE MITIGATION PLAN
INSTALL AND MAINTAIN SILT FENCE DURING CONSTRUCTION
PERIOD.
DO NOT REMOVE UNTIL ALL IS STABILIZED AND GROUND
COVER IS WELL ESTABLISHED.
STORM PIPE TO BE
REMOVED (± 34')
SAW CUT EDGE OF PAVEMENT
CONCRETE TO BE
REMOVED
PUMP HOUSE TO REMAIN AND
BE PROTECTED
DRAINFIELD AND SEPTIC TANK TO
REMAIN AND TO BE PROTECTED
BUILDING TO REMAIN
TREES TO BE PROTECTED TO REMAIN
POWER POLE TO BE
PROTECTED
SF
SF
SF
SFSF
SFSFSF
SF
SFSFSF
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text No. 63060 6306063060
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AutoCAD SHX Text Asphalt Drive
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AutoCAD SHX Text Gravel Parking Area
AutoCAD SHX Text Edge of Pavement
AutoCAD SHX Text A s p h a l t
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 12"Oak
AutoCAD SHX Text 262.74'
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 22" Deak Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 12" Pine
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 4"Oak
AutoCAD SHX Text 19" Oak
AutoCAD SHX Text Oak
AutoCAD SHX Text 4" Oak
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 6" Pine
AutoCAD SHX Text 12" Pine
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 4" Oak
AutoCAD SHX Text 13" Pine
AutoCAD SHX Text 14" Pine
AutoCAD SHX Text x
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AutoCAD SHX Text
BENCH MARK
AutoCAD SHX Text PK nail in Power Pole
AutoCAD SHX Text Elev. = 61.43
AutoCAD SHX Text 6" Dogwooe
AutoCAD SHX Text 7" Oak
AutoCAD SHX Text 11" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 7" Oak
AutoCAD SHX Text 10" Cherry
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 24" Oak
AutoCAD SHX Text 2-24" Oaks
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 25" Double Oak
AutoCAD SHX Text 19" Oak
AutoCAD SHX Text 7" Oak
AutoCAD SHX Text 22" Blackjack Cluster
AutoCAD SHX Text 30" Double Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 28" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 30" Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 15" Double Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 6" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 6" Dogwood
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 6" Dogwood
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text Dogwood
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 15" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 30" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 29" Oak
AutoCAD SHX Text 20" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 30" Oak Cluster
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 19" Oak
AutoCAD SHX Text 23" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 24" Oak Cluster
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 15" Oak
AutoCAD SHX Text 12" Double Oak
AutoCAD SHX Text 7" Oak
AutoCAD SHX Text 15" Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 11" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 8" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 9" Pine
AutoCAD SHX Text 16" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 30" Oak Cluster
AutoCAD SHX Text 11" Pine
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 10" Pine
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 36" Twin Oaks
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 13" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 8" Oak
AutoCAD SHX Text 32" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 1/2" Iron Rod, LB 7055
AutoCAD SHX Text 4"x4" Conc. Mon. Clary
AutoCAD SHX Text
S 57°33'42" E (FM)
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AutoCAD SHX Text Conc. Block
AutoCAD SHX Text Pumphouse w/Well
AutoCAD SHX Text Septic Tank
AutoCAD SHX Text Concrete
AutoCAD SHX Text Garage
AutoCAD SHX Text Flag Pole
AutoCAD SHX Text Modular Building
AutoCAD SHX Text 27.6'
AutoCAD SHX Text 70.3'
AutoCAD SHX Text 40.3'
AutoCAD SHX Text 48.0'
AutoCAD SHX Text 70.3'
AutoCAD SHX Text 27.6'
AutoCAD SHX Text 48.0'
AutoCAD SHX Text 40.2'
AutoCAD SHX Text 13" Triple Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 11" Oak
AutoCAD SHX Text 13" Triple Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 13" Oak Cluster
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 12" Oak
AutoCAD SHX Text 14" Oak
AutoCAD SHX Text 11" Pine
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 18" Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 9" Oak
AutoCAD SHX Text 22" Triple Oak
AutoCAD SHX Text 15' Oak
AutoCAD SHX Text 10" Oak
AutoCAD SHX Text 7" Oak
AutoCAD SHX Text 15" Double Oak
AutoCAD SHX Text 30" Oak Cluster
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Drain Field
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6.95 acres%%P
6" Oak
ELEVATION
PLAN
A A
B
FLOW
FLOW
8" MIN.
4"
BURIED
WITH SEDIMENT
RUNOFF WATER
BURLAP FABRIC
FABRIC SEDIMENT FILTER
BURLAP FABRIC
SPECIFIC APPLICATION
18" MIN.
12"
WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
2"x4" WOOD STUD
PONDING IN FRONT OF THE…
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