25 35 36 1 2 11 12 30 29 31 32 33 6 4 5 7 8 9 16 17 18 F i s h C r . TAMPA INTERNATIONAL AIRPORT V e t e r a n s E xp w y Exit 2A Exit 2B Exit 3 Exit 4 P a r k w a y 2 CYPRESS Drew Rocky Pt. INDEX OF ROADWAY PLANS NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. VICINITY MAP FLORIDA STATUTES. ADOPTED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO SUBSECTIONS 335.075 (1) AND (4), OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS UNDER MY PERSONAL DIRECTION AND CONTROL COMPLIES WITH ALL APPLICABLE STANDARDS, INCLUDING THE "MANUAL I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THE DESIGN OF THIS PROJECT, AS PREPARED ENGINEER'S CERTIFICATION OF COMPLIANCE PUBLIC WORKS DEPARTMENT HILLSBOROUGH COUNTY PREPARED FOR: PROJECT LOCATION 1. ALL FDOT INDEX REFERENCES IN THIS SET OF PLANS REFER TO 2. GOVERNING SPECIFICATIONS, FDOT STANDARD SPECIFICATIONS 3. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS 4. UNDERGROUND UTILITIES: THE LOCATIONS OF UNDERGROUND MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. UTILITIES AS SHOWN ON THE PLANS HAVE BEEN OBTAINED BY FIELD SURVEYS AND SEARCHES OF AVAILABLE RECORDS. IT IS BELIEVED THAT THIS DATA IS ESSENTIALLY CORRECT. HOWEVER, THESE PLANS DO NOT GUARANTEE THEIR ACCURACY VERIFY THE EXACT LOCATION OF EACH FACILITY WITH THE UTILITY COMPANY WHEN THE POTENTIAL EXISTS FOR INVOLVE- MENT AND SHALL TAKE DUE CARE IN ALL PHASES OF THE CONSTRUCTION TO PROTECT ANY SUCH FACILITIES WHICH MAY BE AFFECTED BY THE WORK. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. NOTES: 1 NO. SHEET CONSTRUCTION PLANS P.E. NO.: 54018 FDOT DESIGN STANDARDS, 2016 EDITION, UNLESS OTHERWISE NOTED. PREPARED BY T-28-S T-29-S R-18-E R-19-E PROJECT LOCATION OR COMPLETENESS. THE CONTRACTOR WILL BE REQUIRED TO FIELD N TAMPA, FL 33647 (813)265-9800 15310 AMBERLY DRIVE, SUITE 200 DRAINAGE IMPROVEMENTS FOR ROAD AND BRIDGE CONSTRUCTION, 2016 EDITION, AND UTILITY ACCOMODATION GUIDE, 2016 EDITION. ENGINEER OF RECORD: SCOTT A. GARTH, P.E. PROJECT MANAGER SCOTT A. GARTH, P.E. Certificate of Authorization No. 2648 NOT TO SCALE 0.000 0.00 0.000 0.000 2016 46129.005 0.00 0.00 LENGTH OF PROJECT THE BOARD OF COUNTY COMMISSIONERS DESCRIPTION MILES ROADWAY NET LENGTH OF PROJECT EXCEPTIONS GROSS LENGTH OF PROJECT LINEAR FEET PROJECT NO. YEAR FISCAL DIMARCO ROAD 0.055 DITCH DIMARCO RD BRAY RD DREI SLER ST JULY 2016 W. CHELSEA RD 292.31 SHEET DESCRIPTION SHEET NO. 1 2 3 4 5 6-7 8-13 BRAY RD. DIMARCO STACY WHITE SANDRA L. MURMAN AL HIGGINBOTHAM KEN HAGAN KEVIN BECKNER VICTOR D. CRIST LESLEY "LES" MILLER JR. CHAPLAIN COMMISSIONER COMMISSIONER COMMISSIONER COMMISSIONER VICE-CHAIR CHAIRMAN SWFWMD PERMIT DRAINAGE STRUCTURES PLAN AND PROFILE PROJECT LAYOUT TYPICAL SECTION GENERAL NOTES SUMMARY OF PAY ITEMS KEY SHEET Hillsborough County Florida PERMITTED DRAWINGS SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) For construction permits, the Permittee shall notify the District in writing when construction begins.
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25
3536
1
2
1112
30 29
31 32 33
6
45
7
8
9
1617
18
Fish Cr.
TAMPA
INTERNATIONAL
AIRPORT
Veterans
Exp
wy
Exit 2A
Exit 2B
Exit 3
Exit 4
Parkway
2
CYPRESS
Drew
Rocky
Pt.
INDEX OF ROADWAY PLANS
NOTE: THE SCALE OF THESE PLANS MAY
HAVE CHANGED DUE TO REPRODUCTION.
VICINITY MAP
FLORIDA STATUTES.
ADOPTED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO SUBSECTIONS 335.075 (1) AND (4),
OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS
UNDER MY PERSONAL DIRECTION AND CONTROL COMPLIES WITH ALL APPLICABLE STANDARDS, INCLUDING THE "MANUAL
I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THE DESIGN OF THIS PROJECT, AS PREPARED
ENGINEER'S CERTIFICATION OF COMPLIANCE
PUBLIC WORKS DEPARTMENT
HILLSBOROUGH COUNTY
PREPARED FOR:
PROJECT LOCATION
1. ALL FDOT INDEX REFERENCES IN THIS SET OF PLANS REFER TO
2. GOVERNING SPECIFICATIONS, FDOT STANDARD SPECIFICATIONS
3. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS
4. UNDERGROUND UTILITIES: THE LOCATIONS OF UNDERGROUND
MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS
MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.
UTILITIES AS SHOWN ON THE PLANS HAVE BEEN OBTAINED
BY FIELD SURVEYS AND SEARCHES OF AVAILABLE RECORDS.
IT IS BELIEVED THAT THIS DATA IS ESSENTIALLY CORRECT.
HOWEVER, THESE PLANS DO NOT GUARANTEE THEIR ACCURACY
VERIFY THE EXACT LOCATION OF EACH FACILITY WITH THE
UTILITY COMPANY WHEN THE POTENTIAL EXISTS FOR INVOLVE-
MENT AND SHALL TAKE DUE CARE IN ALL PHASES OF THE
CONSTRUCTION TO PROTECT ANY SUCH FACILITIES WHICH
MAY BE AFFECTED BY THE WORK. ANY DAMAGE TO EXISTING
UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
OR COMPLETENESS. THE CONTRACTOR WILL BE REQUIRED TO FIELD
N
TAMPA, FL 33647 (813)265-9800
15310 AMBERLY DRIVE, SUITE 200
DRAINAGE IMPROVEMENTS
FOR ROAD AND BRIDGE CONSTRUCTION, 2016 EDITION, AND UTILITY
ACCOMODATION GUIDE, 2016 EDITION.
ENGINEER OF RECORD: SCOTT A. GARTH, P.E.
PROJECT MANAGER
SCOTT A. GARTH, P.E.
Certificate of Authorization No. 2648
NOT TO SCALE
0.0000.00
0.000
0.000
201646129.005
0.00
0.00
LENGTH OF PROJECT
THE BOARD OF COUNTY COMMISSIONERS
DESCRIPTION MILES
ROADWAY
NET LENGTH OF PROJECT
EXCEPTIONS
GROSS LENGTH OF PROJECT
LINEAR FEET
PROJECT NO.YEAR
FISCAL
DIMARCO ROAD
0.055
DITCH
DIMARCO RD
BR
AY R
D
DR
EIS
LE
R
ST
JULY 2016
W. CHELSEA RD
292.31
SHEET DESCRIPTIONSHEET NO.
1
2
3
4
5
6-7
8-13
BRAY RD.
DIMARCO
STACY WHITE
SANDRA L. MURMAN
AL HIGGINBOTHAM
KEN HAGAN
KEVIN BECKNER
VICTOR D. CRIST
LESLEY "LES" MILLER JR.
CHAPLAIN
COMMISSIONER
COMMISSIONER
COMMISSIONER
COMMISSIONER
VICE-CHAIR
CHAIRMAN
SWFWMD PERMIT
DRAINAGE STRUCTURES
PLAN AND PROFILE
PROJECT LAYOUT
TYPICAL SECTION
GENERAL NOTES
SUMMARY OF PAY ITEMS
KEY SHEET
Hillsborough CountyFlorida
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
ppaiavula
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
SUMMARY OF PAY ITEMS
2
BRAY ROAD
DIMARCO ROAD
Unit prices were derived from Hillsborough County 2015 WORCS Contract unit prices.
PAY ITEM NOTES:
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
ppaiavula
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
3
GENERAL NOTES
4). Utilities not under this contract to be adjusted by utility owners.
GENERAL NOTES
UTILITY OWNERS:
encountered, and upon which their bids will be based.
at their own conclusions regarding the actual conditions that will be
bidding, to conduct whatever investigations they deem necessary to arrive
during the course of this work. All Contractors are directed, prior to
in assessing the nature and extent of the conditions which may be encountered
2). The information provided in these plans is solely to assist the Contractor
constructed since the preparation of these plans.
utilities, etc. within the project area which may have been installed or
purport to be absolutely correct. There may be other improvements,
available at the time of the preparation of these plans but do not
and other features are shown in accordance with the best information
1). Location, elevation, and dimensions of existing utilities, structures,
(813) 978-2164
TAMPA, FL 33619
1909 US HIGHWAY 301 N
DAVID WYNNS
FRONTIER FLORIDA, INC.
necessary work permits that may be required prior to construction.
shall comply with all state, county, and local ordinances and obtain any
all existing utilities, structures, and other features affecting their work and
3). The contractor shall verify the location, elevation, and dimensions of
Office prior to starting construction. Contact this office at (813) 274-6500.
to obtain a Temporary Traffic Control Permit from the Transportation Management
Any work within fifteen feet of the edge of the roadway will require the Contractor
Control Devices" as adopted by the Florida Department of Transportation (FDOT).
required by the Federal Highway Administration (FHWA) "Manual on Uniform Traffic
and shall provide all necessary warning signals, lights, and flagmen as
22). The contractor will be responsible for the Maintenance of Traffic (MOT),
equal to or better than the pre-construction condition.
of clearing and grubbing, and to ensure that all surface features are restored to a condition
23). The contractor will be responsible for protecting trees and vegetation outside the limits
(813) 274-8095
TAMPA, FL 33602
306 EAST JACKSON STREET
JACK FERRAS
CITY OF TAMPA WASTEWATER
construction scheduling between the contractor and all utility agencies.
6). Contractor shall be responsible for all of the coordination of
"Underground Facility Damage Prevention and Safety Act."
underground facilities prior to construction, as established by the
services at 744-5670, in order to locate and identify their existing
utility companies, including the Hillsborough County Traffic Control
5). The contractor shall provide at least 48 hours notice to the various
Edge of Pavement (per FDOT Index 105) to permit roadway runoff to flow into ditch.19). Contractor shall ensure that finished grade of newly placed sod is placed below
construction. Contact this office at (813) 270-6500.20). A Right of Way Permit must be obtained from ROWMO prior to starting
Manual, latest edition
County Utility Accommodation Guide (UAG) and Right-Of-Way Use Procedure
18). All right-of-way restoration must comply with the Hillsborough
leaving the project.
shall be monitored and adjusted as necessary to prevent sediment from
following soil stabilization and final dressing. Erosion control measures
any land alterations, maintained during construction, and removed
16). All erosion control fences and barriers shall be erected prior to
plans.10). All proposed pipe shall be RCP Class III unless otherwise noted on the
engineer for future removal by county forces.
salvageable shall be neatly stockpiled in an area designated by the
road signs, existing signal equipment, etc. that the engineer deems
11). Any and all material to be removed such as culvert pipe, guardrail,
meeting acceptable standards.
on all materials delivered to the project and to reject all materials not
7). The county reserves the right to perform quality assurance testing
payment shall be made for this work.
work shall be included in the unit price bid for other items. No additional
with the plans and specifications, any and all expenses incurred for this
stake-out that may be required to complete the project in accordance
the project, i.e., line, grade, slope stake, utility relocations or any other
12). The contractor shall be responsible for the complete stake-out of
incurred for this work shall be included in the unit price bid for other items.
with county standards or as directed by the engineer. Any and all expenses
13). Overall clean-up shall be accomplished by the contractor in accordance
to the satisfaction of the engineer. Payment shall not be made for this work.
caused by the contractor in the performance of his work shall be corrected
14). The contractor shall endeavor to protect private property, any damage
satisfaction of the engineer. Payment shall not be made for this work.
hauling or excavation equipment shall be repaired by the contractor to the
15.) Any damage to state, county, or local roads caused by the contractor's
eliminate the potential for offsite sediment transport.
utilized to collect the discharge from dewatering activities to
or wetland systems. Temporary sediment basins or traps shall be
directly to receiving waters, existing conveyances to receiving waters
17). During dewatering operations, the contractor shall not discharge
be responsible for means and methods of construction.
8). Significant dewatering for construction will be required. The contractor shall
(Reference Contract Documents.)
to coincide with the contractors construction schedule.
pre-construction conference to adjust their schedules
Note: This includes meeting with utility agencies prior to the
DRIVEWAY RECONSTRUCTION NOTES:
SURVEY NOTES:
35). Driveway restoration must comply with the FDOT Design Standards Index 515.
34). Driveway restoration must comply with section 5.62 of the Hillsbourough County UAG.
and Land Development Code of Hillsborough County.
36). Driveway restoration must comply with section 6.04 of the Access Management Regulations
(elevation=11.38 feet) and VA-049 (elevation=10.56 feet).
as referenced to Hillsborough County Benchmarks VA-070
Elevation data is based on North American datum of 1988 (NAVD88) 27).
easements, ownership, or other instruments of record by DRMP, Inc.
Lands shown were not abstracted for dedicated right-of-way, 28).
County, Florida. All recorded plats are found in the public records of Hillsborough 30).
Units of measure are U.S. survey feet. 31).
During the construction operations, the following control measures will be used to prevent erosion and sedimentation.
erodible areas exposed to weather. Areas outside the limits of construction will not be disturbed.
encircle with sediment containment devices.
The Contractor must develop a detailed erosion and sediment control plan and submit for review. The plan will include:
installation and maintenance tied to specific dates or construction activities.
Clearing and grubbing operations are controlled so as to minimize unprotected
Excavated material will not be deposited in locations where it could be washed
New and existing structures will be protected from siltation during
The construction project schedule with erosion and sediment control
Name and phone number of contractor's representative responsible for erosion
away by high water or storm water runoff, and stockpiles shall be covered or
construction.
24). Erosion and Sediment Controls
development and maintenance of a Stormwater Pollution Prevention Plan (SWPPP).Construction Generic Permit (CGP) and comply with all provisions of the CGP, including shall prepare and submit a notice of intent for coverage under the FDEP NPDES 25). If the area disturbed in the project is (1) acre or greater, the contractor
(813) 275-3037
TAMPA, FL 33601
PO BOX 111
JASON COOPER
TAMPA ELECTRIC COMPANY
EMER: (408) 954-1580 EX: 155
(724) 416-2193
TAMPA, FL 33614
4511 N HIMES AVE #210
BRYANT LOWE
CROWN CASTLE
(813) 927-6751
TAMPA, FL 33619
8420 SABLE INDUSTRIAL BLVD.
GEORGE AUBEL
TRAFFIC SERVICE UNIT
HILLSBOROUGH COUNTY-
(813) 272-5977 EX. 43385
TAMPA, FL 33602
925 E TWIGGS ST,
DORIS LOUGHIN
WATER RESOURCE SERVICES
HILLSBOROUGH COUNTY-
ALT: (801) 330-8300
(813) 301-4047
TAMPA, FL 33610
5904 HAMPTON OAKS PWKY,
JEFF SBROCCO
XO COMMUNICATIONS
remain unless otherwise noted on the plans.
9). All existing drainage structures and pipes within the right-of-way shall
northerly right-of-way line of Dimarco Road. Reference Network, deriving a bearing of South 88°51’41” East along the observations originating from and adjusted to the Florida Permanent Datum, 2011 Adjustment, as established from a network of GPS State Plane Coordinate System, West Zone (0902), 1983 North American
The bearings and coordinates shown are based on the Florida 26).
County Surveyor without delay by telephone.not been properly referenced, the contractor shall notify Hillsborough protected. If a corner monument is in danger of being destroyed and has 32). Any public land corner within the limits of construction is to be
monumentation.
based on recorded plat information and best fit lines of found
Not a boundary survey. Right-of-ways and easements shown are 29).
and sediment control installation and maintenance to be available on a 24 hour basis.
to construction.
21). Contractor to provide a detailed Traffic Control Plan to County for approval prior
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
STA. 301+70.32 TO STA. 301+95.32STA. 300+85.66 TO STA. 301+10.66
EASEMENT
EXIST. 10' UTILITY
TCE
15'
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
SD
SD
SD
SD
300
200
105100
400
N
PROJECT LAYOUT
5
1
1"=300'
STA. 203+06.56
END } SURVEY PROPERTY LINE
STA. 200+00.00
BEGIN } SURVEY PROPERTY LINE
STA. 302+89.36
END } SURVEY BRAY ROAD
STA. 300+00.00
BEGIN } SURVEY BRAY ROAD
STA. 100+00.00
BEGIN } SURVEY DIMARCO ROAD
STA. 402+52.70
END } SURVEY CANAL
STA. 400+00.00
BEGIN } SURVEY DITCH
STA. 105+89.41
END } SURVEY DIMARCO ROAD
} SURVEY DIMARCO ROAD
} SURVEY PROPERTY LINE
} SURVEY DITCH
} SURVEY BRAY ROAD
2
POINT STATION OFFSETDESCRIPTION NORTHING EASTING ELEVATION
PROJECT CONTROL POINTS
AA7
AA6
AA5
AA4
AA3
AA2
AA1
202+57.14
401+26.73
301+43.83
104+95.52
104+94.88
202+42.52
100+10.62
SET NAIL & DISK STAMPED "TRAV LB 2648"
SET NAIL & DISK STAMPED "TRAV LB 2648"
SET NAIL & DISK STAMPED "TRAV LB 2648"
SET NAIL & DISK STAMPED "TRAV LB 2648"
SET 5/8" IRC STAMPED "DRMP LB 2648"
SET 5/8" IRC STAMPED "DRMP LB 2648"
SET 5/8" IRC STAMPED "DRMP LB 2648"
2.56' LT.
804.98' RT.
8.55' RT.
8.26' LT.
16.15' LT.
55.50' RT.
297.62' RT.
477347.913
476495.323
476525.362
477798.231
477797.741
477289.870
477307.345
5.62'
6.92'
5.65'
5.90'
6.43'
6.63'
6.18'
1327732.061
1327086.824
1327895.710
1327739.298
1327747.201
1327717.358
1327443.119
STA. 400+88.93
END PROJECT
BR
AY R
OA
D
DIMARCO ROAD
STA. 300+85.66
BEGIN CONSTRUCTION
STA. 301+95.32
END CONSTRUCTION
STA. 100+76.46
END PROJECT
END CONSTRUCTION
STA. 100+06.31
BEGIN PROJECT
BEGIN CONSTRUCTION
STA. 201+00.00
BEGIN CONSTRUCTION
STA. 202+35.00
END CONSTRUCTION
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
SD
SD
SD
SD
SD
SA
N
SA
N
300 301 302
401
29"X
45"
EC
P
29"X
45"
EC
P
30" RCP
30" RCP
TO REMAINGABION WEIR
EXIST.
N
20
Feet
0 5
LEGEND:
RECONSTRUCTIONROADWAY
RESURFACINGMILLING AND
RUBBLE RIP RAP
CONC. DITCH PAVT
STA. 400+85.00BEGIN PROJECT
9.64' LTSTA. 301+95.32
10.51' RTSTA. 301+95.23
9.95' LT.STA. 300+85.74
10.05' RT.STA. 300+85.66
S-1
S-2
S-3
OF TAMPA)(BY CITY 8" DIP WMRELOCATE
REGISTERED IN FLORIDASEALED BY A PROFESSIONAL ENGINEER DRAWING FOR BOX CULVERT SIGNED AND NOTE: CONTRACTOR TO PROVIDE SHOP
(BY CITY OF TAMPA)TO BE RELOCATEDWATER MAINEXIST. 8" DIP
20' MAX
18" MIN
8/2/2016lreynolds P:\Projects11\11-0271.009_ DiMarco_Road_Drainage_Improvement_Projct\Roadway\PLPFRD01.dgn9:01:38 AM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
PROJECT NO.
46129.005
HILLSBOROUGH COUNTY
DEPARTMENT
PUBLIC WORKS
(813) 272-5912
TAMPA, FLORIDA 33601
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
300+00 301+00 302+00
0
2
4
6
0
2
4
6
6 STA. 300+00 TO STA. 302+60
ROADWAY PLAN-PROFILE (1)
-2 -2
1"=2' VERT.1"=20' HORIZ.SCALE:
BRAY ROAD
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
IRRIGATION AS NEEDEDPROTECTING AND RELOCATING NOTE: CONTRACTOR RESPONSIBLE
DR
EIS
LE
R S
T.
DI
MA
RC
O R
D.
BE REMOVEDEXIST. DBI TO
OF 18" PIPECONST. 14 LF
(BY CITY OF TAMPA)TO BE RELOCATED
EXIST. (2) WATER METER
WITH CONC. COLLARCONNECT TO EXIST.19" X 30" PIPECONST. 12 LF OF
OF 18" PIPECONST. 22 LF
R/
W LIN
E
R/
W LIN
E
R/W LINE
R/
W LIN
E
R/
W LIN
E
R/
W LIN
E
R/
W LIN
E
PER FDOT STANDARDRELOCATE MAILBOX
PER FDOT STANDARDRELOCATE MAILBOX
AROUND WORK AREAPLACE TEMP. FENCE
OF 36" PIPECONST. 124 LF
EXIST. DRIVEWAYRECONST.
PROPERTY LINE£ SURVEY
TO BE RECONSTRUCTEDEXIST. 3" PVC UNDERDRAIN
TURBIDITY BARRIERFLOATING
TURBIDITY BARRIERSTAKED
TOP OF BANK
TOP OF BANK
SW-1
HEADWALL TO BE REMOVEDEXIST. SAND-CEMENT
TH 1
TH 2
TH 3
TH 4
TH 5
TH 6TO BE REMOVED EXIST. 18" PIPE
CONST. EASEMENTPROP. TEMPORARY
HOLE NO.
TEST
TH 1
TH 2
TH 3
TH 4
TH 5
DESCRIPTION
UTILITY
2x 1.5" OD FIBER OPTIC CABLE
8.5" OD WATER MAIN
2x 1.5" OD FIBER OPTIC CABLE
2x 1.5" OD FIBER OPTIC CABLE
8.5" OD WATER MAIN
8.5" OD WATER MAIN 202+26.66
202+41.00
202+28.17
202+25.06
202+27.90
202+25.36
STATION(FEET)
OFFSET
(FEET)
GRD. ELEV.
(FEET)
DEPTH
ELEV. (FT.)
UTILITY
4.512.206.71+16.19
+3.98
+1.67
-7.58
-18.75 5.73
6.10
5.82
5.81 1.95
2.30
2.25
2.68 3.05
3.85
3.52
3.86
+66.46, 10.68' LT.MIAMI CURB, MATCH EXIST.END CONST.
A
A
A
A
CONSTRUCTION)(PROTECT DURINGPOOL TO REMAINEXIST. ABOVE GROUND
DURING CONSTRUCTIONPROTECT RESIDENCE
FENCEEXIST.RESET A
CURB TO TYPE FFROM MIAMI 3' TRANSITION
IMPACTSTEMP. WETLAND
10'
RUBBLE RIP RAPCONST. 9 TN
ABANDONED 2" A.C. PIPE
ABANDONED 4" A.C. PIPE
15'
DURING CONSTRUCTION)TO REMAIN (PROTECT
12" OAK TREE
(MATCH EXIST. LAYOUT)DRIVEWAY RECONST.
8"
PV
C16'
25'
8' P
VC
WATER
AV
LV
W1
5.9
79
W/ 2
X2 C
ON
C P
AD
WATER
AV
LV
W2
6.1
13
W/ 2
X2 C
ON
C P
AD
WATER
AM
W6
6.4
34
WATER
AM
W5
6.5
53
AF
H1
6.5
95
S IN
V.
= 0.9
7'
OF 8"
PV
C
E IN
V.
= 0.5
8'
W IN
V.
= 0.6
8'
RI
M E
LE
V.
= 6.9
4'
MA
NH
OLE S
EW
ER
ALONG SURVEY PROPERTY LINEEXIST. GROUND PROFILE
DI
MA
RC
O R
OA
D
EXIST. 19"x30" CMP
EXIST. 18" PVC PIPE
S-4
S-6 ROADWAYRECONST.
CONST. RIP RAP
FL. 1.70
DRIVEWAYRECONST.
1:2
FL. 1.80
CONST. 36" RCP
CONST. 18" RCP
S-7
S-5
CONST. 19" x 30"
(BY CITY OF TAMPA)TO BE RELOCATEDEXIST. WM
(BY FRONTIER)TO BE RELOCATED
EXIST. BFO
8/2/2016lreynolds P:\Projects11\11-0271.009_ DiMarco_Road_Drainage_Improvement_Projct\Roadway\PLPFRD02.dgn9:01:39 AM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
PROJECT NO.
46129.005
HILLSBOROUGH COUNTY
DEPARTMENT
PUBLIC WORKS
(813) 272-5912
TAMPA, FLORIDA 33601
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
201+00 202+00 203+00
2
4
6
8
2
4
6
7
8
STA. 200+40 TO 203+05
ROADWAY PLAN-PROFILE (2)
1"=2' VERT.1"=20' HORIZ.SCALE:
DIMARCO ROAD
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
5.94
S-1
CONST. 8'X4' BOX CULVERT
TO BE REMOVED
EXIST. GUARDRAIL
TO BE REMOVED
EXIST. GUARDRAIL
CONST. RUBBLE RIP RAPFL 0.30FL 0.20
EXIS
T.
R/
W LIN
E
S-3
FROM
FROM
S-2
CONST. 24" RCP CONST. 24" RCP
FL 0.45FL 0.45
FL 0.30 (RT.)FL 0.20 (LT.)FDOT INDEX 289CONST. 8'X4' BOX CULVERT
PAVT. PER FDOT INDEX 281
CONST. 3" CONC. DITCHWM
(BY CITY OF TAMPA)
WM TO BE RELOCATEDWM
00 1010 2020 3030 4040 50506070
8
DRAINAGE STRUCTURES (1)
-1
0
1
2
3
4
5
6
7
8
9
10
301+40.33
1" = 5' VERTICAL
1" = 10' HORIZONTALSCALE
BRAY ROAD
S-1
OPERATIONS AT THESE LOCATIONS.
THE ROADBED AND EXTREME CAUTION WILL BE NECESSARY IN STABILIZATION
DRAINAGE STRUCTURES MAY EXTEND INTO THE STABILIZED PORTION OF
SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME1.
PRECAST STRUCTURES.
EXISTING PIPES. CONTRACTOR MUST VERIFY EXISTING PIPE CONFIGURATION FOR
CONSTRUCTION. SOME STRUCTURES MAY REQUIRE CAST IN PLACE TO CONNECT TO
CONTRACTOR TO VERIFY EXISTING STRUCTURE SIZE AND CONFIGURATION PRIOR TO2.
TO THE BASELINE. THE SECOND IS PARALLEL TO THE BASELINE.
FOR J-BOTTOM STRUCTURES, THE FIRST DIMENSION IS PERPENDICULAR3.
GENERAL NOTES:
£ SURVEY BRAY ROAD
£ SURVEY BRAY ROAD
8.17° SKEW
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
5.92
WM
S-2
FL 0.55
S-1
TO
5.51
PER FDOT INDEX 291
CON. TO BOX CULVERT
CONST. 24" RCP &
FL 0.55 (RT.)FDOT INDEX 210CONST. INLET TYPE P-4STA. 301+55.98 (15.32' LT.)
EXIST FENCE
EXIS
T.
R/
W LIN
E
5.93
WM
S-3
FL 0.55
S-1
TO
5.40
PER FDOT INDEX 291
CON. TO BOX CULVERT
CONST. 24" RCP &
FL 0.55 (RT.)FDOT INDEX 210CONST. INLET TYPE P-4STA. 301+52.56 (15.80' RT.)
EXIS
T.
R/
W LIN
E
EXIST FENCE
1" = 5' VERTICAL
1" = 10' HORIZONTAL
9
SCALE
DRAINAGE STRUCTURES (2)
BRAY ROAD£ SURVEY BRAY ROAD
£ SURVEY BRAY ROAD
00 1010 2020 3030 4040 50506070
-4
-3
-2
-1
0
1
2
3
4
5
6
7
8
9
301+52.56
-4
-3
-2
-1
0
1
2
3
4
5
6
7
8
9
10
301+55.89
S-2
S-3
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
00 1010 2020 3030 4040 50506070
0
1
2
3
4
5
6
7
8
9
10
11
400+88.93
-1
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1" = 10' HORIZONTAL
10
SCALE
401+62.72
DRAINAGE STRUCTURES (3)
£ SURVEY DITCH SYSTEM
£ SURVEY DITCH SYSTEM
00 1010 2020 3030 4040 5050 6060 707080
1" = 5' VERTICAL
BRAY ROAD
UPSTREAM OF BRAY ROADEXIST. DITCH
DOWNSTREAM OF BRAY ROADEXIST. DITCH
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
WM
BFO
EXIS
T.
R/
W LIN
E
1:4
S-5
CONST. 18" RCP
S-6
TO
(BY FRONTIER)
TO BE RELOCATED
EXIST. BFO
FL 2.00 (AH.)TOP EL 5.63FDOT INDEX 210CONST. INLET TYPE P-1STA. 100+15.85 (6.25' LT.)
EL.
5.4
6
WM
BFO
EXIS
T.
R/
W LIN
E
EXIS
T.
R/
W LIN
E
S-6
CONST. 36" RCPCONST. 18'' RCP
S-4
S-7
S-5
FROM
FROM
(BY FRONTIER)
TO BE RELOCATED
EXIST. BFO
(BY CITY OF TAMPA)
TO BE RELOCATED
EXIST. WM
TO 5.70
CON. TO EXIST. PIPE
19"X30" RCP &
CONST. 10 LF OF
FL 3.10 (RT.)FL 1.80 (BK.)FL 1.80 (AH.)FL 1.80 (LT.)TOP EL 6.60FDOT INDEX 201CONST. MH TYPE J-7 (5'X4')STA. 100+27.39 (19.59' LT.)
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
00 1010 2020 3030 4040 50506070
4
5
6
7
8
9
10
11
12
13
14
15
16
100+15.85
4
5
6
7
8
9
10
11
12
13
14
15
16
100+31.73
1" = 5' VERTICAL
1" = 10' HORIZONTAL
11
SCALE
DRAINAGE STRUCTURES (4)
£ SURVEY DIMARCO ROAD
£ SURVEY DIMARCO ROAD
DIMARCO ROAD
S-6
S-5
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
WMBFO
EXIS
T.
R/
W LIN
E
EXIS
T.
R/
W LIN
E
1:4
S-7
CONST. 18" RCP
S-6
TO
(BY FRONTIER)
TO BE RELOCATED
EXIST. BFO
5.89
FL 2.00 (BK.)TOP EL 5.60FDOT INDEX 210CONST. INLET TYPE P-1STA. 100+53.47 (16.23' LT.)
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
00 1010 2020 3030 4040 50506070
4
5
6
7
8
9
10
11
12
13
14
15
100+53.47
1" = 5' VERTICAL
1" = 10' HORIZONTAL
12
SCALE
DRAINAGE STRUCTURES (5)
£ SURVEY DIMARCO ROAD
£ SURVEY DIMARCO ROAD
DIMARCO ROAD
S-7
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
8.51
S-4
S-6
FROM
1:2
FL 1.70CONST. RUBBLE RIP RAP
CONST. 36" RCP
FL 1.70 (RT.)FDOT INDEX 250CONST. CONCRETE ENDWALLSTA. 201+00.28 (2.07' RT.)
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
00 1010 2020 3030 4040 50506070
4
5
6
7
8
9
10
11
12
13
14
15
201+06.18
1" = 5' VERTICAL
1" = 10' HORIZONTAL
13
SCALE
DRAINAGE STRUCTURES (6)
£ SURVEY PROPERTY LINE
£ SURVEY PROPERTY LINE
DIMARCO ROAD
S-4
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
A. Construction Activity/Project Limits
B. Sequence of Major Activity and Implementation of Controls
1. Installation of control measures.
In the Section 104 Erosion Control Plan, the contractor shall provide a detailed sequence of construction for all construction activities.
C. Estimate of Total Project Area and Area to be Disturbed
D. Estimates of Runoff Coefficients, Existing Soil Data and Outfall Drainage Areas
E. Site Map
F. Receiving Waters/Wetland Areas
2. CONTROLS
A. Erosion and Sediment Controls
During the construction operations, the following control measures will be used to prevent erosion and sedimentation.
erodible areas exposed to weather. Areas outside the limits of construction will not be disturbed.
encircle with sediment containment devices.
The Contractor must develop a detailed erosion and sediment control plan and submit for review. The plan will include:
installation and maintenance tied to specific dates or construction activities.
contractor's proposed construction means, methods and phasing. The contractor's Erosion Control Plan will be utilized as the first formal update to the SWPPP.
The Contractor is advised that the contract drawings only indicate erosion, sediment, and turbidity controls at locations determined in the design process. However, the Contractor is required to update the SWPPP to reflect any additional controls necessary to prevent the possibility of silting any adjacent lowland parcel, receiving water, or otherwise violating State and Federal permit requirements. The contractor will also be required to modify the plan or materials to adapt to seasonal variations and supply contract time schedules for the implementation of each submittal.
In the Section 104 Erosion and Control Plan, the Contractor shall describe the proposed stabilization and structural practices based on the contractor's proposed Traffic Control Plan.
1) Stabilization Practices
The contractor shall be responsible for:
first step in construction. Sediment control devices will be employed as a perimeter defense against any transportation of silt off the site.
on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no
site has temporarily or permanently ceased.
any Disturbed land areas shall be completed immediately after final grading. When it is not possible to permanently protect a disturbed area immediately after grading operation, temporary erosion control measures shall be installed. All temporary protection shall be maintained until permanent measures are in place and established.
necessary erosion control, including but not limited to turbidity barriers
In the Section 104 Erosion Control Plan, the contractor shall describe the proposed stabilization and structural practices proposed to control erosion. The contractor shall initiate all stabilization measures as soon as practical, but
permanently ceased.
2) Structural Practices
The Contractor shall furnish, install, maintain, and subsequently remove, all
The following structural practices may be included as pay items in the
C. Other Controls
1) Waste Disposal
In the Section 104 Erosion Control Plan, the contractor shall describe the proposed methods to prevent the discharge of solid materials, including building materials, to waters of the United States.
2) Off-site Tracking/Spillage
In the Section 104 Erosion Control Plan, the contractor shall describe the proposed methods for minimizing offsite vehicle tracking of sediments and generating dust.
In the Section 104 Erosion Control Plan, the contractor shall describe the proposed procedures to comply with applicable state and local regulations for waste disposal, sanitary sewer or septic systems.
4) Fertilizers and Pesticides
In the Section 104 Erosion Control Plan, the contractor shall describe the proposed procedures for applying fertilizers and pesticides. The proposed procedures shall comply with applicable subsections of either Section 570 or 577 of the Standard Specifications.
5) Toxic Substances
In the Section 104 Erosion Control Plan, the contractor shall provide a list of toxic substances that are likely to be used on the job and provide a plan addressing the generation, application, migration, storage and disposal of these substances.
D. Approved state and Local Plans or Permits
The following permits have been issued for the construction of the storm water facilities for this project.
3. Maintenance
The contractor shall be responsible for maintaining all pollution prevention controls. Daily inspections shall be made by the contractor to determine the effectiveness of erosion, sedimentation, turbidity, and pollution control measures. Remedial action shall be performed immediately.
In the Section 104 Erosion and Sediment Control Plan, the contractor shall provide a plan for maintaining all erosion and sediment controls throughout construction.
4. Inspection
When the Contractor encounters a spill, construction will stop and work will not resume until directed by the project engineer. Disposition of hazardous waste will be made in accordance with any requirements and regulations of any local, state, or federal agency have jurisdiction.
In the Section 104 Erosion and Sediment Control Plan, the contractor shall identify all anticipated non-stormwater discharges (except flows from fire fighting activities). The contractor shall describe the proposed measures to prevent pollution of these non-stormwater discharges. If the contractor encounters contaminated soil or groundwater,
6. References
7. Quantities
Clearing and grubbing operations are controlled so as to minimize unprotected
Excavated material will not be deposited in locations where it could be washed
New and existing structures will be protected from siltation during
The construction project schedule with erosion and sediment control
Name and phone number of contractor's representative responsible for erosion
Erosion and sediment control measures are to be placed prior to, or as the
Stabilization measures shall be initiated for erosion and sediment control
Permanent soil erosion control measures for all slopes, channels, ditches or
The Contractor shall furnish, install, maintain and subsequently remove, all
3) State and Local Regulations for waste disposal, sanitary sewer or septic systems
Project Outfall Locations
away by high water or storm water runoff, and stockpiles shall be covered or
Modifications to the SWPPP and Erosion Control Plans due to the
*Contractor shall obtain the CGP.
construction.
Prevention Plan.
controls installed in the field agree with the latest Stormwater Pollution
conducted at least once every month. The contractor shall also inspect that
rainfall. Where sites have been permanently stabilized, inspections shall be
contractor shall install and maintain rain gages and record the daily
is 0.5 inches or greater and submit the form to the engineer. To comply, the
once every seven calendar days and within 24 hours of the end of a storm that
Contractor's qualified personnel shall inspect the following items at least
Points of discharge to waters of the United States.
Points of discharge to the municipal separate storm sewer systems.
Disturbed areas of the site that have not been finally stabilized.
Areas used for storage of materials that are exposed to precipitation.
Structural controls.
Stormwater management systems.
Locations where vehicles enter or exit the site.
measures, as approved by the Engineer.
prevent discharging pollutants, the contractor shall provide additional
practices are not sufficient to minimize erosion, retain sediment, and
If inspections indicate the the installed stabilization and structural
indicate items are not in good working order.
The contractor shall initiate repairs within 24 hours of inspections that
and any other miscellaneous items as indicated within the contract documents
standards or the project engineer.and the Contractor's Erosion Control Plan, or as required per applicable
or as required per applicable standards or project engineer.and any other miscellaneous items as indicated within the contract documents,
necessary erosion control, including but not limited to turbidity barriers,
Floating turbidity barriers
contact the Hillsborough County NPDES Coordinator at (813) 744-5671.
section 575
Permanent: Asphalt or concrete surface, or sod in accordance with specification
in no case more than 14 days after construction activities have temporarily or
case more than 14 days after the construction activity in the portion of the
Summary of Quantities within the Construction Plans:
3. Phased Construction of proposed stormdrain system.
4. Final stabilization of project area.
2. Clearing, grubbing, and excavation.
Staked turbidity barriers
Prevention Plan.
See Summary of Quantities for erosion control locations and quantities.
Inlet protection systems
The USDA Soil Conservation Service Soil Survey of Hillsborough County, lists
PREVENTION PLAN
STORMWATER POLLUTION
existing pond, with existing flow patterns being maintained. The storm water runoff from the project area will continue to flow into the
14
Refer to Section 1.D for Latitude/Longitude of the outfall.
B. Stormwater Management and Monitoring
5. Non-Stormwater Discharges and Hazardous Waste
Soil Tracking Prevention Device
Southwest Florida Water Management District Permit Number
The estimated runoff coefficient before construction: C = 0.74
The estimated runoff coefficient during construction: C = 0.74The estimated runoff coefficient after construction: C = 0.74
18" to 36". The objective is to reduce roadway flooding along Dimarco Road.
and replacing the outfall pipe along Dimarco Road in two locations from
The project consists of the enlargement of the cross-drain at Bray Road
Exist. Canal
Improvements are hereby referenced and made a part of this Stormwater Pollution The construction plans and specifications for Dimarco Road Drainage
Discharge is to the existing canal.
Receiving Body for all outfalls: Existing Canal
West Outfall Lat. 27° 59' 08.24' N Long. -82° 33' 24.29' W East Outfall Lat. 27° 59' 08.13' N Long. -82° 33' 15.45' W
prevalent soil types in the project area.
Malabar fine sand, and Myakka fine sand as the
Section 1, Township 28S, Range 19E in Hillsborough County.
and Dimarco Road. The project is located within
The project is located in Hillsborough County, along Bray Road
discharging to existing canal.8. Locations where stormwater is discharged to a surface water - Outfall 7. Surface waters (including wetlands) - Existing canal6. Areas that are to be stabilized against erosion - See plan sheets.5. Locations of controls identified in the plan - See plan sheets.4. Areas that are not to be disturbed - Generally areas outside of construction.
sides of Bray Rd. - See construction plansand Dimarco Road, within the easement from the corner to the canal, and on both
3. Areas of soil disturbance - Generally the northwestern corner of Dreisler Street2. Approximate slopes - 0% to 1.0% See construction plans.1. Drainage patterns - Existing Drainage patterns are to be maintained.The following information shall be shown on a site map:
disturbed is 0.17 acres.
The total project area is estimated to be 0.32 acres. The estimated area to be
1. SITE DESCRIPTION
TBD
*Construction Generic Permit (CGP) Number TBD
and sediment control installation and maintenance must be available on a 24 hour basis.
601 E. KENNEDY BLVD., 22ND FLOORHillsborough CountyFlorida
NAVD '88
VERTICAL DATUM
License No.: 54018 Scott A. Garth, P.E.
Certificate of Authorization No. 2648Phone: (813) 265-9800Tampa, Florida 33647
15310 Amberly Drive, Suite 200DRMP, Inc.
PERM
ITTED DRA
WINGS SO
UTH
WEST FLORIDA W
ATER MANAGEM
ENT DISTR
ICT (SWFW
MD)
For con
struction pe
rmits, the
Permittee
shall no
tify
the
Dist
rict
in writin
g whe
n constructio
n be
gins.
jnolen
Text Box
This item has been electronically signed and sealed by SCOTT A. GARTH, PE on 8/9/2016 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies