Clay_Co_FS24_Civil_(2026_01-02)_Bid_Set.pdf
PDF 13 MB Posted
- Attached to
- Construction of Clay County Fire Station No. 24
- Solicitation number
- 25/26-042
- Issued by
- Clay County, Harold CDP, Florida
About this file
This is a bid set of construction documents for the Clay County Board of County Commissioners for the design and construction of Fire Station No. 24, a new approximately 16,633-square-foot, four-bay fire station facility located at 1075 County Road 226 in Green Cove Springs, Florida. The project scope includes complete demolition of existing structures, site preparation, grading, drainage installation, concrete and asphalt pavement, utility infrastructure (potable water wells, fire protection systems, wastewater management via septic system with dual-chamber tank and dual drainfields), electrical systems with 1,000-ampere service and diesel generator backup, fire suppression and alarm systems, communications infrastructure, HVAC mechanical systems, plumbing systems, structural steel and carpentry work, landscape installation with irrigation, and all associated site improvements on a 6.95-acre parcel. The project is organized in two construction phases, with Phase 1 encompassing site preparation, demolition, grading, drainage, pavement, and utility installation, and Phase 2 including stormwater management facility expansion and final site grading. The mandatory pre-bid meeting is scheduled for February 6, 2026, at 10:00 a.m. at the project site; bidder inquiries must be submitted by February 13, 2026, at 4:30 p.m. through the designated Question and Answer tab; sealed bids are due electronically through the County's e-Procurement Portal by March 2, 2026, at 4:00 p.m., with bid opening on March 3, 2026, at 9:00 a.m. Substantial completion is required by March 15, 2027, and final Certificate of Occupancy by March 20, 2027, to meet grant deadline requirements, with liquidated damages assessed at $1,000 per day for delays beyond the final completion date. All improvements are warranted for a two-year period from date of acceptance by the owner.
Bidders must be Florida-licensed General Contractors in good standing with the Florida Construction Industry Licensing Board and the State of Florida Department of State, Division of Corporations, with a minimum of five years of experience performing similar work. The project requires a five percent bid bond, 100 percent Performance and Payment Bond per Florida Statute 255.05, and comprehensive insurance including Commercial General Liability of $1,000,000 per occurrence and $2,000,000 aggregate, Workers' Compensation at statutory limits, and Builder's Risk coverage equal to 100 percent of project value with a maximum $25,000 deductible. The project is funded in whole or in part by Federal Emergency Management Agency (FEMA) Public Assistance Grant Program funding, requiring compliance with 2 CFR Part 200 (Uniform Guidance), the FEMA Field Manual for Public Assistance, and Davis-Bacon Act prevailing wage requirements. The site contains protected species including Eastern Indigo Snakes and Tri-Colored Bats, requiring implementation of specific protective measures in coordination with qualified environmental professionals and compliance with Florida Fish and Wildlife Conservation Commission and U.S. Fish and Wildlife Service guidelines, with violations carrying civil penalties up to $25,000 and criminal penalties up to $50,000 and/or imprisonment. No set-asides for disadvantaged enterprises are identified. The County reserves the right to approve all subcontractors and may utilize a Direct Purchase Program to procure major materials directly, with County purchases deducted from the contract price. A strict no-contact rule prohibits all communications with Board members, County employees, and Evaluation Committee members regarding the Request for Bid from the publication date through the 72-hour protest period following bid decision.
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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
JUNE 23, 2023
FL REG # 63060
GBA PROJECT NUMBER - 190161
CL
AY
CO
UN
TY
F
IRE
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C O
U N
T Y
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A D
G R
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N C
O V
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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
TE
S
C
E N
T R
A L
P A
R K
W A
Y
S U
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JA
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O N
V
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, F
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ID
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 03
STANDARD WATER CASING, CROSSING TYPE AND PIPE
RESTRAINT DETAILS
STANDARD WATER CASING. CROSSING TYPE AND PIPE
RESTRAINT DETAILS
BID SET
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
VE Rev 13 07-19-2024
REVISIONS
# DATE DESCRIPTION
90% IRC REVIEW4 09-05-2025
S-SPA STANDARD WATER AND SEWER SYSTEM SPECIFICATIONS
C15.1 FENCE DETAILS
WAT 04 STANDARD FIRE HYDRANT AND D.D.C.V BACKFLOW
PREVENTER DETAILS
S-SEW STANDARD SEWER SYSTEM DETAILS
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
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65.9
66.0
65.1
64.5
64.6
63.8
63.8
63.0
63.2
67.3
66.7
67.0
66.9
65.8
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
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
1 5
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
6/23/2023
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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.
BID SET
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. WARRANTY / DISCLAIMER THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS. NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A TEMPORARY BASIS AT THE SITE.
7. FOR BOUNDARY, ROADWAY AND BUILDING GEOMETRY INFORMATION SEE ENGINEERING SITE PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BUILDING DIMENSIONS SHOWN ON THE ENGINEERING PLAN AGREES WITH THE DIMENSIONS SHOWN ON THE ARCHITECTURAL PLAN. IF ANY DIMENSIONS DO NOT AGREE, THE ARCHITECT, ENGINEER AND OWNER SHALL BE NOTIFIED AND THE DIMENSIONS ADJUSTED PRIOR TO COMMENCING WITH
CONSTRUCTION.
8. ALL CONSTRUCTION WITHIN COUNTY OF RIGHT-OF-WAY SHALL BE COORDINATED WITH THE COUNTY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION FOR VERIFICATION AND LOCATION OF ALL UTILITIES.
9. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO ENGINEER INDICATING MATERIALS AND MANNER OF INSTALLATION FOR ALL COMPONENTS OF THE PROJECT PRIOR TO PURCHASE OF MATERIALS AND CONSTRUCTION.
10. THESE ENGINEERING DRAWINGS MAY NOT SHOW ALL OF THE COUNTY, CC UTILITY AUTHORITY, OR FDOT STANDARD
DETAILS REQUIRED TO COMPLETE CONSTRUCTION OF THIS PROJECT.
11. ALL CONTRACTORS SHALL FURNISH CERTIFIED "AS-BUILTS" , SEE AS-BUILT REQUIREMENTS ON SHEET C2.0
12. 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.
13. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER FOR A PERIOD OF TWO
YEARS FROM DATE OF ACCEPTANCE BY THE OWNER, UNLESS OTHERWISE SPECIFIED.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR
THE PROJECT.
15. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN COUNTY RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR
MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR.
16. THESE PLANS DO NOT STAND BY THEMSELVES. BID DOCUMENTS, UTILITY COMPANY WATER AND SEWER STANDARDS DETAILS & MATERIALS, COUNTY, CC UTILITY AUTHORITY, AND FDOT STANDARD SPECIFICATIONS & DETAILS AND ANY
OTHER STANDARDS, LISTED OR REFERENCES, ARE INCLUDED IN THE PROJECT DOCUMENTS.
17. THE CONTRACTOR SHALL NOTIFY COUNTY AT A MINIMUM OF 48 HOURS PRIOR TO STARTING CONSTRUCTION.
18. THE CONTRACTOR SHALL OBTAIN A RIGHT OF WAY PERMIT FROM THE PUBLIC WORKS DEPT.. FOR CURBING, SIDEWALK, DRIVEWAY APRONS, AND ANY UTILITY WORK. THE CONTRACTOR MUST HAVE A SURETY BOND ON FILE IN THE PUBLIC WORKS DEPT. BEFORE THE WATER AND SEWER TAP TICKETS AND RIGHT OF WAY PERMIT CAN BE OBTAINED.
19. 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.
20. 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.
21. ALL SURVEYING SHALL BE PERFORMED BY STATE OF FLORIDA REGISTERED SURVEYORS.
22. IF UNSUITABLE MATERIAL IS FOUND WITHIN THE LIMITS OF THE ROAD OR IF MATERIAL IS HAULED IN FOR ROADWAY FILL AT A DEPTH GRATER THAN ONE-FOOT (1') THEN THE ENTIRE ROADWAY SHALL BE UNDERDRAINED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT AND INSTALLED PER THE APPROVED COUNTY DETAIL.
23. ALL STORM SEWER PIPES SHALL BE CUT FLUSH WITH THE INTERIOR WALL OF ANY TYPE MANHOLE OR CURB AND DITCH
BOTTOM INLETS.
24. COMPACTION DENSITY TESTS FOR ALL WATER AND SEWER CROSSINGS WILL START THREE FEET (3') ABOVE THE PIPE.
25. COMPACTION DENSITY TEST FOR ALL STORM SEWER PIPE SHALL START AT THE SPRING LINE OF THE PIPE.
26. IF THE APPROVED DESIGN REQUIRES THE INLET OR STORM RUN BE SURCHARGED, ALL INLETS SHALL BE INSPECTED
BEFORE BEING EXPOSED TO THE SYSTEM.
27. TEST CYLINDERS SHALL BE RUN FOR ALL CONCRETE STRUCTURES. THERE WILL BE THREE (3) TESTS PER EACH DAY POUR
WITH A ONE (1) SEVEN (7) DAYBREAK AND TWO (2) TWENTY-EIGHT (28) DAYS BREAKS.
28. THE ASPHALT SHALL BE CORED FOR THICKNESS AND WILL BE GIVEN A ONE-QUARTER INCH (1/4") TOLERANCE. IF HOWEVER THE COUNTY REPRESENTATIVE IS PRESENT AT POUR AND FEELS COMFORTABLE WITH THE REQUIREMENTS THEN THEY
MAY WAVE THIS POLICY FOR OFFSITE PAVEMENT ONLY.
29. LIMEROCK BERING RATIOS FOR (LBR) SUBGRADE AT FORTY (40) AND LIMEROCK OR ALTERNATIVE BASE COURSE AT ONE HUNDRED (100) THERE WILL BE NO UNDER TOLERANCE. ALSO SEE GEOTHECNICAL REPORT , IF APPLICABLE.
30. ALL MATERIAL USED FOR BACKFILL SHALL BE A3 FREE DRAINING SAND.
31. THERE ARE TO BE NO OPENED TRENCHES AT DAY'S END.
32. ALL DIRT AND DEBRIS TRACKED OUT OF THE PROJECT SHALL BE CLEANED DAILY AND TO THE DISCRETION OF GBA, OR
COUNTY ENGINEERING DEPARTMENT.
33. 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.
34. ALL PERFORATED DRAINAGE PIPES SHALL BE WRAPPED IN FILTER FABRIC.
35. SLOPES GREATER THAN OR EQUAL TO 4:1 SHALL BE SODDED AND IRRIGATED UNTIL A PERMANENT STRAND OF GRASS
IS ESTABLISHED. (SOD JOINTS SHALL BE STAGGERED).
36. THE CONTRACTOR SHALL OBTAIN ALL THE PERMITS NECESSARY TO COMPLETE CONSTRUCTION. ALL WORK SHALL BE
DONE IN ACCORDANCE W/ PERMIT CONDITIONS.
37. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION, INSPECTIONS AND COORDINATE WITH THE COUNTY PLANNING
AND ZONING DEPARTMENT.
38. CONTRACTOR SHALL CONTACT COUNTY PUBLIC WORKS PRIOR TO CONSTRUCTING ANY OFFSITE ELEMENTS.
39. THE CONTRACTOR SHALL SUBMIT MAINTENANCE OF TRAFFIC PLANS TO COUNTY PUBLIC WORKS PRIOR TO THE START
OF CONSTRUCTION.
40. GROUTING CAN NOT BEGIN UNTIL REPLACEMENT DRAINAGE PIPE IS INSTALLED AND VERIFIED TO BE FUNCTIONING BY
COUNTY/COUNTY.
41. CONTRACTOR SHALL REPAIR ALL DAMAGED PAVEMENT AS NECESSARY TO CONSTRUCT ALL IMPROVEMENTS AT THE
CONTRACTORS EXPENSE.
42. ALL LANDSCAPE ISLANDS SHALL BE GRADED TO DISCHARGE WATER, AND SHALL BE FILLED W/ CLEAN, FREE DRAINING
SANDY SOIL.
43. ALL DISTURBED EARTH SHALL BE SODDED OR PLANTED LANDSCAPE, SEE LANDSCAPE PLANS FOR DETAIL, IF
APPLICABLE.
44. ALL SPOT ELEVATIONS AT CURBING ARE EDGE OF PAVEMENT ELEVATIONS (EP) UNLESS (TC) WHICH IS TOP OF
CURBING OR CONCRETE.
45. ALL PIPE LENGTHS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
46. COORDINATE WITH BUILDING / ROOF PLANS AND CONNECT ALL ROOF DRAIN DOWNSPOUTS, UNLESS OTHERWISE
NOTED.
47. SIDEWALKS SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE UNLESS OTHERWISE NOTED.
48. UNLESS OTHERWISE USE NOTED, A 2' WIDE FLAT SHOULDER SHALL BE ALONE ALL SIDEWALK EDGES.
49. PROPERTY LINE AND RIGHT-OF-WAY MONUMENTS SHALL NOT BE DISTURBED BY CONSTRUCTION. IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL LOCATIONS AT THE CONTRACTOR'S EXPENSE BY A REGISTERED LAND SURVEYOR.
50. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER INC. OF ANY UNACCEPTABLE AREAS. (SEE GEOTECH
REPORT)
51. BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING PLANS ARE FOR REFERENCE PURPOSES ONLY, CONTRACTOR
SHALL USE THE ARCHITECTURAL AND STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
52. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED.
53. ALL SIDEWALKS, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES, HANDICAP RAMPS, ETC.
CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR STATE
SPECIFICATIONS AND REQUIREMENTS.
54. ALL DISTURBANCE INCURRED TO ANY ADJOINING PROPERTY DUE TO CONSTRUCTION OR DEMOLITION SHALL BE RESTORED TO THE PREVIOUS CONDITION OR BETTER, AND TO THE SATISFACTION OF THE COUNTY OR STATE AUTHORITY
55. THE CONTRACTOR SHALL PROVIDE S&S AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES)
TO OWNER INC. AT THE END OF CONSTRUCTION.
56. ALL CURBING SHALL BE IN ACCORDANCE WITH DETAILS.
57. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO CONSTRUCTION AND NOTIFY
ENGINEER OF ANY DISCREPANCIES.
58. SEE GEOTECHNICAL REPORT FOR SITE PREPARATION REQUIREMENTS, IF APPLICABLE
59. THE CONTRACTOR SHALL COORDINATE THE GRADING AND DRAINAGE CONSTRUCTION WITH ALL OTHER CONSTRUCTION.
60. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
61. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL COUNTY / FDOT STANDARDS
62. THE CONTRACTOR SHALL STAKE THE PROPOSED AND EXISTING STORM SEWER SYSTEM, WATER SYSTEM, RE-USE SYSTEM AND THE SANITARY SEWER SYSTEM AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS PRIOR TO
INSTALLATION OF ANY PIPE.
63. THE EXISTING UTILITY FACILITIES AND LOCATIONS SHOWN ON THE DRAWINGS ARE TAKEN FROM READILY AVAILABLE INFORMATION. THE ACTUAL LOCATIONS OF THE UTILITY FACILITIES MAY VARY SOMEWHAT FROM THE LOCATIONS SHOWN AND THERE MAY BE UTILITY FACILITIES EXISTING THAT ARE NOT SHOWN OR INDICATED ON THE DRAWINGS. THE SITE UTILITY CONTRACTOR SHALL CONTACT ALL AGENCIES WITH UTILITY FACILITIES IN THE VICINITY OF THE WORK AND SHALL LOCATE ALL UNDERGROUND FACILITIES BEFORE BEGINNING WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITY FACILITIES AND REPAIR ANY DAMAGES RESULTING FROM THEIR WORK IN CONFORMANCE WITH THE CONTRACT
DOCUMENTS AND SPECIFICATIONS AND RELOCATE IF REQUIRED AT NO COST TO THE OWNER.
64. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT.
65. PAVEMENT SUBGRADE SHALL HAVE ALL UNSUITABLE MATERIAL REMOVED TO A DEPTH OF 3.0 FEET BELOW SUBGRADE AND 2.5 FEET BEYOND BACK OF CURB. BACKFILL WITH SUITABLE MATERIAL PER THE GEOTECHNICAL REPORT.
66. ANY UNSUITABLE MATERIAL ENCOUNTERED AND EXCESS SUITABLE FILL MATERIAL SHALL BE REMOVED FROM THE SITE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE MATERIAL AND REPLACEMENT WITH
STRUCTURAL FILL. SEE GEOTECHNICAL REPORT.
67. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBGRADE, LIMEROCK AND ASPHALT TESTING AS REQUIRED BY
FDOT SPECIFICATIONS UNLESS OTHERWISE NOTED.
68. STORMWATER COLLECTION SYSTEM DESIGN IS BASED ON THE 5-YEAR RETURN FREQUENCY STORM (RATIONAL METHOD).
69. ALL RCP PIPE SHALL MEET THE REQUIREMENTS OF ASTM C-76 AND SHALL BE CLASS III, WALL B.
70. ALL PIPE LENGTHS ARE APPROXIMATE AND MEASURED TO THE CENTER OF STRUCTURE OR MITERED END SECTION.
ACTUAL LENGTHS MAY VARY.
71. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS ONLY. (SCALE FOR APPROXIMATE INFORMATION ONLY).
72. A QUALIFIED SOILS LABORATORY SHALL BE ON SITE DURING EXCAVATING TO DETERMINE THE SUITABILITY OF THE EXISTING SUB-GRADE AND EXISTING ON-SITE MATERIAL PRIOR TO BEGINNING ANY FILLING OPERATION.
73. GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO
ADDITIONAL COST TO THE OWNER.
74. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED.
75. CUT AND FILL SLOPES ARE NOT TO EXCEED 4H:1V UNLESS OTHERWISE NOTED.
76. CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK.
77. ALL SOILS / DENSITY TEST REPORTS TO BE SUBMITTED TO PROJECT MANAGER.
78. FOR ALL TRENCH EXCAVATIONS WHICH EXCEED FIVE FEET (UTILITIES AND STORM), THE FOLLOWING MUST BE ADHERED
TO:
A. CONTRACTOR MUST FOLLOW OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF
LAWS OF FLORIDA CHAPTER 90-96.
B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW.
C. A SEPARATE PRICE ITEM SHALL BE INCLUDED IN THEIR BASE BID IDENTIFYING THE COST OF COMPLIANCE
D. A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR.
79. THE CONTRACTOR SHALL COORDINATE CONNECTION WITH SITE PIPING AND BUILDING PIPING.
80. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH COUNTY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL
REPORT.
81. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR.
82. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED AND PRESERVED.
83. BURNING OF TREES, BRUSH AND ANY OTHER MATERIAL OUTSIDE THE PUBLIC RIGHT OF WAY SHALL BE PROCEISED FOR REVIEW AND APPROVAL, AND PERMITTING BY THE COUNTY FIRE MARSHAL, BY THE CONTRACTOR.
84. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER AND THE COUNTY, IF REQUIRED, ON ALL MATERIALS, FOR REVIEW AND APPROVAL, PRIOR TO PURCHASE OR FABRICATION OF ANY UTILITY PIPE OR STRUCTURE.
85. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO CONFORM TO FDOT / COUNTY REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM TO CURBING, PROPERTY LINES AND LOW POINTS AS SHOWN ON PLANS.
86. CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY
AT TIME OF ACCEPTANCE.
87. ALL DRAINAGE PIPE JOINTS (EXCEPT FOR PVC) ARE TO BE FILTER-WRAPPED IN ACCORDANCE WITH FDOT STANDARDS.
88. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN EACH LAYER OF
BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE.
89. THE CONTRACTOR SHALL RESTORE ALL CULVERTS, HEADWALLS AND STORM DRAIN INLETS REMOVED OR DISTURBED BY THE CONSTRUCTION OPERATION. THE COST OF THESE ITEMS SHALL BE INCLUDED IN THE PRICE BID FOR FURNISHING AND
INSTALLING ANY NEW ITEM CAUSING SUCH DAMAGE.
90. SEE LANDSCAPE PLANS FOR GRASSING AND LANDSCAPE PLANTING REQUIREMENTS.
91. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PLANS, THE CONTRACTOR
SHOULD IMMEDIATELY CONTACT THE ENGINEER.
92. THE CONTRACTOR MUST COORDINATE WITH OWNERS GEOTECHNICAL ENGINEER REGARDING INSTALLATION OF
UNDERDRAIN.
93. CORRUGATED POLYETHYLENE PIPE (CPP), SHALL BE PER AASHTO M252 OR 294 WITH SMOOTH INNER LINING TYPE S WITH
BELL AND SPIGOT, SILT-TIGHT, RUBBER-GASKETED JOINTS.
94. ALL CONCRETE PAVEMENT WORK SHALL BE IN ACCORDANCE WITH THE MOST CURRENT "AMERICAN CONCRETE INSTITUTE
(ACI)"/ FDOT GUIDLINES / SPECIFICATIONS.
PAVEMENTS AND ROADWAY NOTES:
1. ALL WORK PERFORMED WITHIN THE COUNTY RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE
FDOT STANDARDS AND SPECIFICATIONS
2. (SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE COUNTY STANDARDS THE ENGINEER/APPLICANT SHALL IMMEDIATELY CONFER WITH THE COUNTY'S ENGINEER IN ORDER TO RESOLVE THE
DISCREPANCY.)
3. ALL TRAFFIC STRIPING AND MARKINGS ARE TO BE LEAD-FREE, NON-SOLVENT BASED THERMOPLASTIC.
4. REMOVAL OF EXISTING STRIPING SHALL BE ACCOMPLISHED USING THE “HYDRO-BLAST” METHOD. IF THIS PROCESS DAMAGES/SCARS PAVEMENT, THEN THE PAVEMENT SHALL BE MILLED AND RESURFACED PER COUNTY/FDOT STANDARDS.
5. ALL DIRECTIONAL ARROWS SHALL BE PLACED AS ONE SEGMENT.
6. ALIGNMENT OF PROPOSED PAVEMENT MARKINGS SHALL MATCH EXISTING PAVEMENT MARKINGS AT PAVEMENT MARKING
LIMITS OF CONSTRUCTION.
7. ALL CURB AND GUTTER AND SIDEWALK WILL BE REMOVED AND REPLACED JOINT TO JOINT.
8. ALL BROKEN/CRACKED DRIVEWAYS MUST BE FULLY REMOVED AND REPLACED.
9. ALL DISTURBED AREA WITH THE COUNTY'S RIGHT-OF-WAY WILL BE RESTORED TO ORIGINAL OR BETTER CONDITION BY
GRADING AND SODDING THE AREA DISTURBED
10. BURNING OF ANY MATERIAL OR DEBRIS IS PROHIBITED IN ANY RIGHT-OF-WAY.
11. ALL LANES MUST BE OPENED FOR TRAFFIC DURING AN EVACUATION NOTICE OF A HURRICANE OR OTHER CATASTROPHIC
EVENT AND SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION OR EVENT.
CLAY COUNTY NOTES:
SEE SHEET C1.1 FOR CLAY COUNTY GENERAL NOTES. CLAY COUNTY GENERAL
NOTES SHALL TAKE PRECEDENCE IF ANY CONFLICTS OCCUR.
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90%%% IRC REVIEW
AS-BUILT REQUIREMENTS:
CONTRACTOR SHALL PROVIDE COMPLETE AS-BUILT INFORMATION TO THE PROJECT ENGINEER IN
ACCORDANCE WITH THE FOLLOWING REQUIREMENTS:
1. AS-BUILT DRAWINGS SHALL BE PREPARED IN AUTOCAD FORMAT BY A REGISTERED LAND
SURVEYOR AND ELECTRONICALLY SIGNED & SEALED PDF OF THE PROJECT SHALL BE
SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. SIGNED AND SEALED PRINTS
SHALL BE PROVIDED TO THE ENGINEER AS REQUESTED.
2. AS-BUILT DRAWINGS SHALL BE IN ACCORDANCE WITH ALL AUTHORITIES HAVING JURISDICTION.
CONTRACTOR SHALL COORDINATE AS-BUILT SUBMITTALS AND APPROVALS WITH
JURISDICTIONAL AGENCIES UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER.
3. PROVIDE BUILDING LOCATIONS, FINISH FLOOR ELEVATIONS, PAVEMENT GRADES AND ALL
UNDERGROUND FACILITIES.
4. PROVIDE PERIMETER DIMENSIONS AT TOP OF BANK AND AT BOTTOM OF POND/STORMWATER
STORAGE SYSTEM.
5. PROVIDE ELEVATIONS AT TOP OF BANK AND BOTTOM OF POND/TOP OF TANK AND BOTTOM OF
TANK (IF APPLICABLE).
6. PROVIDE SPECIAL DETAIL DRAWINGS WHERE INSTALLATIONS WERE NOT AS SHOWN ON
CONTRACT DRAWINGS DUE TO FIELD CONDITIONS OR WHERE REQUIRED FOR CLARITY.
7. PROVIDE LOCATION, ELEVATION AND DESCRIPTION OF BENCHMARK(S).
8. LOCATE AND PROVIDE ELEVATIONS OF ALL STRUCTURES. LOCATION OF ALL STRUCTURES
SHALL BE FROM TWO (2) DIRECTIONS.
9. LOCATE ALL PIPES AND PROVIDE SIZE, ELEVATION, INVERT ELEVATIONS, LENGTH AND TYPE.
10. PROVIDE DIMENSIONS AND ELEVATIONS OF THE POND OUTFALL STRUCTURE(S).
11. WATER AS-BUILTS SHALL INDICATE THE LOCATION OF BACTERIOLOGICAL SAMPLE POINTS.
SAMPLE POINTS SHALL BE INDICATED IN RED OR PINK.
12. THE AS-BUILTS SHALL INCLUDE A DETAIL OF EVERY CROSSING OF THE NEW WATER MAIN WITH
GRAVITY SEWERS, FORCE MAINS AND STORM PIPES CLEARLY SHOWN & INDICATING THE
VERTICAL CLEARANCES AT EACH CROSSING. DETAILS SHALL BE FURNISHED FOR PARALLEL
RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET.
13. THE CENTERING OF UNCUT LENGTHS OF PIPE AT POINTS OF CROSSING SHALL BE
DOCUMENTED ON THE AS-BUILTS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY
DEPICTED IN CASES WHERE A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN THE WATER
AND SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE.
14. THE ABOVE NOTED AS-BUILD REQUIREMENTS SHALL BE IN ADDITION TO ANY CLAY COUNTY
STANDARD AS-BUILD REQUIREMENTS.
15. THE CONSTRUCTED STORM SYSTEM SHALL BE VIDEOED AS PART OF THE AS-BUILT PACKAGE
AND SUBMITTED AS PART OF THE COUNTY REVIEW.
SANITARY SEWER NOTES:
1. THE CONTRACTOR SHALL OBTAIN ALL PERMITS TO COMPLETE THE CONSTRUCTION.
2. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF SEWER FACILITIES WITH ALL
OTHER CONSTRUCTION.
3. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL
BEFORE ORDERING MATERIALS AND BEGINNING CONSTRUCTION.
4. ALL GRAVITY SEWER CONSTRUCTION SHALL CONFORM TO THE LATEST CCUA STANDARDS
AND SPECIFICATIONS.
5. THE EXISTING UTILITY FACILITIES AND LOCATIONS SHOWN ON THE DRAWINGS ARE TAKEN
FROM READILY AVAILABLE INFORMATION. THE ACTUAL LOCATIONS OF THE UTILITY
FACILITIES MAY VARY SOMEWHAT FROM THE LOCATIONS SHOWN AND THERE MAY BE
UTILITY FACILITIES EXISTING THAT ARE NOT SHOWN OR INDICATED ON THE DRAWINGS.
THE SITE UTILITY CONTRACTOR SHALL CONTACT ALL AGENCIES WITH UTILITY FACILITIES
IN THE VICINITY OF THE WORK AND SHALL LOCATE ALL UNDERGROUND FACILITIES
BEFORE BEGINNING WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITY FACILITIES
AND REPAIR ANY DAMAGES RESULTING FROM THEIR WORK IN CONFORMANCE WITH THE
CONTRACT DOCUMENTS AND SPECIFICATIONS AND RELOCATE IF REQUIRED AT NO COST
TO THE OWNER.
6. THE CONTRACTOR SHALL STAKE THE SANITARY SEWER SYSTEM AND THE STORM SEWER
SYSTEM AND SHALL…
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