34-Attachment D - Permit - 46142473 1stAveNW USACOE NWP7 SAJ-2022-02318 Exp 03.14.2026.pdf

June 5, 2024

Regulatory Division South Permits Branch Tampa Permits Section

SAJ-2022-02318 (NWP-CDO)

Hillsborough County Capital Programs Department Attn: Sandra Gonzalez, Manager 601 E Kennedy Boulevard, 22nd Floor Tampa, Florida 33602 Sent via email - gonzalezsa@hcflgov.net

Dear Ms. Gonzalez:

The U.S. Army Corps of Engineers (Corps) has completed the review of your application for a Department of the Army permit received on June 22, 2022. Your application was assigned file number SAJ-2022-02318. A review of the information and drawings provided indicates that the work would result in replacement of two 18” diameter outfall pipes, which includes 38 square feet (SF) of dredging and 38 SF of riprap placement below the mean high-water line (MHWL), and construction of a U-type concrete end wall for each pipe. The project will incur 24.49 SF of permanent impacts and 94.51 SF of temporary impacts to waters of the United States. The activities subject to this permit are authorized pursuant to authorities under Section 404 of the Clean Water Act (33 U.S.C. § 1344). The project is located in an unnamed wetland adjacent to Ruskin Inlet at 111 1st Avenue NW in Section 07, Township 32 South, Range 19 East, Ruskin, Hillsborough County, Florida.

Your project, as depicted on the enclosed drawings (Attachment 1), is authorized by Nationwide Permit (NWP) 7. This verification is valid until March 14, 2026. In order for this NWP authorization to be valid, you must ensure that the work is performed in accordance with the Nationwide Permit General Conditions, the Jacksonville District Regional Conditions, and the General and Project-Specific Special Conditions listed below. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant NWP is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. You can access the U.S. Army Corps of Engineers' (Corps) Jacksonville District's Regulatory Source Book webpage for links to view NWP information at:

https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/. Please be aware this Internet address is case sensitive and should be entered as it appears above. Once there, you will need to select “Nationwide Permits.” Among other things, this part of the Source Book contains links to the federal register containing the text of the pertinent NWP authorization and the associated NWP general conditions, as well as separate links to the regional conditions applicable to the pertinent NWP verification.

You must comply with all of the special and general conditions for NWP- 7, including any project-specific conditions included in this letter and all conditions incorporated by reference as described above.

General Conditions:

1. The time limit for completing the work authorized ends on March 14, 2026.

DEPARTMENT OF THE ARMY

CORPS OF ENGINEERS, JACKSONVILLE DISTRICT

701 SAN MARCO BOULEVARD

JACKSONVILLE, FLORIDA 32207-8175

https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/

2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity, or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area.

3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places.

4. If you sell the property associated with this permit you must obtain the signature of the new owner on the attached transfer form (Attachment 2) and forward a copy to this office to validate the transfer of this authorization.

5. You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit.

Project Specific Special Conditions:

The following project specific special conditions are included with this verification:

1. Reporting Address: The Permittee shall submit all reports, notifications, documentation, and correspondence required by the general and special conditions of this permit to either (not both) of the following addresses:

a. For electronic mail (preferred): SAJ-RD-Enforcement@usace.army.mil (not to exceed 15

MB).

b. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019.

The Permittee shall reference this permit number, SAJ-2022-02318 (NW–CDO), on all submittals.

2. Commencement Notification: Within 10 days from the date of initiating the work authorized by this permit, the Permittee shall submit a completed “Commencement Notification” form (Attachment 3).

3. Eastern Indigo Snake Protection Measures and Inspection: Permittee shall comply with U.S. Fish and Wildlife Service's “Standard Protection Measures for the Eastern Indigo Snake” dated March 23, 2021, as provided in Attachment 4 of this permit. All gopher tortoise burrows, active or inactive, shall be evacuated prior to site manipulation in the vicinity of the burrow. If excavating potentially occupied burrows, active or inactive, individuals must first obtain state authorization via a Florida Fish and Wildlife Conservation Commission (FWC) Authorized Gopher Tortoise Agent permit. The excavation method selected shall minimize the potential for injury of an indigo snake. The Permittee shall follow the excavation guidance provided in the most current FWC Gopher Tortoise Permitting Guidelines found at http://myfwc.com/gophertortoise. If an indigo snake is encountered, the snake must be allowed to vacate the area prior to additional site manipulation in the vicinity. Holes, cavities, and snake refugia other than gopher tortoise burrows shall be inspected each morning before planned site mailto:SAJ-RD-Enforcement@usace.army.mil manipulation of a particular area, and if occupied by an indigo snake, no work shall commence until the snake has vacated the vicinity of the proposed work.

4. Cultural Resources/Historic Properties:

a. No structure or work shall adversely affect, impact, or disturb properties listed in the National Register of Historic Places (NRHP), or those eligible for inclusion in the NRHP.

b. If, during the ground disturbing activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include, but not be limited to: pottery, modified shell, human remains, ceramics, stone tools or metal implements, dugout canoes, evidence of structures or any other physical remains that could be associated with native cultures or early colonial settlement), the Permittee shall immediately stop all work and ground-disturbing activities within a 100-meter diameter of the discovery and notify the Corps at the addresses listed in the Reporting Address Special Condition within the same business day (8 hours). The Corps shall coordinate with the Florida State Historic Preservation Officer (SHPO) to assess the significance of the discovery and devise appropriate actions.

c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition and, if deemed necessary by the SHPO or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps.

d. In the unlikely event that unmarked human remains are identified on non-federal lands;

they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100-meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archaeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO. Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the SHPO and from the Corps.

5. As-Built Certification: Within 60 days of completion of the work authorized by this permit, the Permittee shall submit as-built drawings of the authorized work and a completed “As- Built Certification by Professional Engineer or Surveyor” form (Attachment 5) to the Corps. The as-built drawings shall be signed and sealed by a registered professional engineer or surveyor and include the following:

a. A plan view drawing of the location of the authorized work footprint, as shown on the permit drawings, with an overlay of the work as constructed. The plan view drawing should show all existing water management structures and the completed structures, dredge/fill activities, and wetland impacts.

b. A list of any deviations between the work authorized by this permit and the work as constructed. In the event that the completed work deviates, in any manner, from the authorized work, describe on the attached “As-Built Certification by Professional Engineer” form the deviations between the work authorized by this permit and the work as constructed. Clearly indicate on the as-built drawings any deviations that have been listed. Please note that the depiction and/or description of any deviations on the drawings and/or “As-Built Certification by Professional Engineer” form does not constitute approval of any deviations by the Corps.

c. The Department of the Army permit number on all sheets submitted.

This letter of authorization does not include conditions that would prevent the ‘take’ of a state-listed fish or wildlife species. These species are protected under sec. 379.411, Florida Statutes, and listed under Rule 68A-27, Florida Administrative Code. With regard to fish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC license and permitting webpage (http://www.myfwc.com/license/wildlife/) for more information, including a list of those fish and wildlife species designated as species of special concern or threatened. The Florida Natural Areas Inventory (http://www.fnai.org/) also maintains updated lists, by county, of documented occurrences of those species.

This letter of authorization does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located in a flood-prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program.

This letter of authorization does not preclude the necessity to obtain any other Federal, State, or local permits, which may be required.

Thank you for your cooperation with our permit program. The Corps’ Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to complete our automated Customer Service Survey at https://regulatory.ops.usace.army.mil/customer-service-survey/. Please be aware this Internet address is case sensitive and you will need to enter it exactly as it appears above. Your input is appreciated – favorable or otherwise.

Should you have any questions related to this NWP verification or have issues accessing the documents referenced in this letter, please contact Mindy Hogan-Charles at the Tampa Permits Section by telephone at 813-769-7066, or by email at Melinda.G.Hogan-Charles@usace.army.mil.

Sincerely, Cynthia Ovdenk CA Regulatory, Senior Project Manager

Copies Furnished:

Haylee LaTorre – Plummer Associates, Inc.

hlatorre@plummer.com https://regulatory.ops.usace.army.mil/customer-service-survey/

7 8

Ta mi am i

19th Ave.

Gulf City

Ruskin

IS. 674

RUSKIN

N

HILLSBOROUGH COUNTY

CAPITAL PROGRAMS DEPARTMENT

100% CONSTRUCTION PLANS

111 1ST AVE NW

CRRP

CIP #46142473

LOCATION OF PROJECT

THE BOARD OF COUNTY COMMISSIONERS

PLANS PREPARED BY:

HAYLEE C. LATORRE, P.E., NO. 61732

PLUMMER ASSOCIATES INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

(813) 641-1200

PURCHASE ORDER NO: 221215015

WORK ORDER NO: PWPDD20210026

ENGINEER OF RECORD:HAYLEE C. LATORRE, P.E.

P.E. NO.: 61732

NTS

SUN CITY

CENTER

BEGIN PROJECT

℄ CONSTR. 1ST AVE NW

STA. 10+00.00

N 1231087.0440 E 515300.6724

LOCATION MAP

LENGTH OF PROJECT

DESCRIPTION LIN. FT. MILES

0.027145

BRIDGES

NET LENGTH OF PROJECT

EXCEPTIONS

GROSS LENGTH OF PROJECT

COUNTY C.I.P. PROJECT MANAGER VANESSA HERNANDEZ, C.F.M.

CONTRACT PLANS COMPONENTS:

ROADWAY PLANS

INDEX OF DRAINAGE PLANS

SHEET NO. SHEET DESCRIPTION

GOVERNING DESIGN STANDARDS:

Florida Department of Transportation, FY 2022-2023 Standard Plans for Road and Bridge Construction and applicable Interim Revisions (IRs), 2016 Manual of Uniform Minimum Standards for Design, Construction and Maintenance (Florida Greenbook), 2021 FDOT Drainage Manual, Florida Administrative Codes, 2017 Hillsborough County Public Works Department Stormwater Technical Manual, and Hillsborough County Public Works Technical Bulletins.

Standard Plans for Road Construction and associated IRs are available at the following website: http://www.fdot.gov/design/standardplans

GOVERNING STANDARD SPECIFICATIONS:

REVISIONS

DATE BY DESCRIPTION

CIP NO.

2246142473

KEN HAGAN CHAIR

GWEN MYERS VICE CHAIR

DONNA CAMERON CEPEDA CHAPLAIN

HARRY COHEN COMMISSIONER

MICHAEL OWEN COMMISSIONER

PAT KEMP COMMISSIONER

JOSHUA WOSTAL COMMISSIONER

KEY SHEET

SIGNATURE SHEET

SUMMARY OF PAY ITEMS

DRAINAGE MAP

TYPICAL SECTION

GENERAL NOTES

ROADWAY PLAN

CROSS SECTIONS

STORMWATER POLLUTION PREVENTION PLAN

TEMPORARY TRAFFIC CONTROL PLANS

TEMPORARY TRAFFIC CONTROL PLANS

UTILITY ADJUSTMENTS

SUMMARY OF QUANTITIES

9 - 11 12-A

SQ-1

1ST AVE NW

ROADWAY (ROAD 2)

SECTION 07, TOWNSHIP 32S, RANGE 19E

FISCAL

YEAR

SHEET

NO

0000.00 0000.00

0000.00

0.000 0.000 0.027 0.000 0.027

END PROJECT

℄ CONST. 1ST AVE NW

STA. 11+45.34

N 1231115.4697 E 515443.4307

Hillsborough County Public Works Standard Specifications for Construction OCTOBER_2017 and FDOT Standard Specifications for Roadway and Bridge Construction, Divisions II & III as directed under the Hillsborough County Standard Specifications for Construction.

LAST UPDATE: 11/03/2023

W:\Projects\1821028 111 1st Ave NW CRRP\CAD\Construction\1 KEY SHEET.dwg3:30:38 PM11/13/2023RHOLASSIE

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NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

Attachment 1, Page 1 of 15

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text N

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text U.S. 41

AutoCAD SHX Text U.S. 301

AutoCAD SHX Text I-75

AutoCAD SHX Text S.R. 674

AutoCAD SHX Text S.R. 60

AutoCAD SHX Text S.R. 39

AutoCAD SHX Text U.S. 41

AutoCAD SHX Text I-275

AutoCAD SHX Text Race TracK Rd.

AutoCAD SHX Text Ehrlich Rd

AutoCAD SHX Text Dale Mabry Hwy.

AutoCAD SHX Text Hillsborough Ave.

AutoCAD SHX Text S.R. 580

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

SHEET NO. SHEET DESCRIPTION

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

W:\Projects\1821028 111 1st Ave NW CRRP\CAD\Construction\2 SIGNATURE SHEET.dwgHolassie, Raeleen 11/13/2023 3:30:45 PM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

IA

L R E C O R D O

F T

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H E E T I S T

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SIGNATURE SHEET 2

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

HA

YL

EE C. LATORRE

FLORI'A

61732

KEY SHEET

SIGNATURE SHEET

SUMMARY OF PAY ITEMS

DRAINAGE MAP

TYPICAL SECTION

GENERAL NOTES

ROADWAY PLAN

CROSS SECTIONS

STORMWATER POLLUTION PREVENTION PLAN

TEMPORARY TRAFFIC CONTROL PLANS

TEMPORARY TRAFFIC CONTROL PLANS

UTILITY ADJUSTMENTS

SUMMARY OF QUANTITIES

9 - 11 12-A

SQ-1

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED, AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

PLUMMER ASSOCIATES INC.

2 URBAN CENTRE,

4890 KENNEDY BLVD, SUITE 985

HAYLEE C. LATORRE, P.E. NO. 61732

Attachment 1, Page 2 of 15

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

W:\Projects\1821028 111 1st Ave NW CRRP\CAD\Construction\3 SUMMARY OF PAY ITEMS.dwgHolassie, Raeleen 11/13/2023 3:30:55 PM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

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SUMMARY OF PAY ITEMS 3

Attachment 1, Page 3 of 15

B

eg. S

TA. 10+00.00

E nd S

TA. 11+45.34

CONTROL POINT

N: 1231095.85 E: 515406.48

ELEV: 2.88

LANDMARK 2000

CONTROL POINT

N: 1231099.55 E: 515274.95

ELEV: 2.96

CAPPED IRON ROD SET (LB 5122)

2.8 2.1

1.2 1.9 3.0

2.78 3.09

2.88

3.1

2.7

2.7

INV 12" RCP

ELEV= 1.03

INV 12" RCP

ELEV= 1.25

INV 18" RCP

ELEV= 0.25

2.94

2.95

3.34

2.8 2.5

1.0

2.3

2.6

2.7

0.6 1.2

2.3

3.4 3.6

3.45 3.41 3.04

3.1 3.2 3.2

T

2.94 2.83

3.00

2.9 3.4

3.25 3.28

2.64 2.8

2.5 2.4

TOP ELEV=2.79

INV 18" RCP

ELEV= 0.30

3.19

3.02

3.2

3.0 2.5

INV 18" RCP

ELEV= -0.97

2.1

INV 15" ADS

ELEV= -0.02

V V

C2-8

C2-7

C2-6 C2-5

C2-4

C2-3 C2-2 C2-1

INV 18" RCP

ELEV= 0.20

INV 18" RCP

ELEV= 0.28

2.5 2.0

1.0 0

2.5

2.0 1.0 0 -1.0

-1.0

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

W:\Projects\1821028 111 1st Ave NW CRRP\CAD\Construction\4 DRAINAGE MAP.dwgHolassie, Raeleen 11/13/2023 3:31:27 PM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

F F

IC

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L R E C O R D O

F T

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DRAINAGE MAP 4

N

1"

LEGEND

EXIST. FLOW DIRECTION

EXIST. STRUCTURE ID NO.

PROP. STRUCTURE ID NO.

S-#

S-#

S-1A

EXIST DITCH TOB

REPLACE EXIST 18" RCPs

℄ OF CONST.

S-1

S-2

S-3

EXIST. DITCH TOS EXIST 18" RCPs

EXIST. GRATE INLET

HYDRAULIC & HYDROLOGY NOTES:

THIS PROJECT PROPOSES AN IN-KIND REPLACEMENT OF TWO (2) EXISTING 18" RCPs.

THE OUTFALL PIPE INVERTS WILL BE MAINTAINED. ALTHOUGH THE LENGTHS OF THE

PROPOSED OUTFALL PIPES ARE PROPOSED TO BE SHORTENED (TO AVOID IMPACTS

TO MANGROVES AND IMPROVE MAINTENANCE ACCESS), THIS IS NOT EXPECTED TO

HAVE ANY HYDRAULIC & HYDROLOGIC IMPACTS. NO UPSTREAM OR DOWNSTREAM

IMPACTS SHOULD RESULT FROM THIS CULVERT REPLACEMENT PROJECT.

BEGIN PROJECT

STA. 10+00.00

END PROJECT

STA. 11+45.34

1ST AVE NW

1S T

S T

N W

PROP. 6"-12" CLEAN

RUBBLE RIPRAP

TEMPORARY WETLAND

IMPACT AREA (17.06 SF)

TEMPORARY WETLAND

IMPACT AREA (78.45 SF)

WETLAND FLAG (TYP)

WETLAND LINE

WETLAND AREA WITHIN PROJECT

BOUNDARY = 0.03 AC (1404 SF)

TOTAL IMPERVIOUS SURFACE AREA

PROPOSED = 44 SF (HEAD/END WALLS AT

S-1, S-2, AND S-3)

TOTAL PERVIOUS SURFACE AREA PROPOSED

= 38 SF (RUBBLE RIPRAP AT S-1 AND S-2)

MHWL=0.52' ESTIMATED EXIST GRADES BASED

IN LIDAR AND FIELD INSPECTIONS

ROW

PROPOSED AREA FOR

DREDGING BELOW MHWL

APPROX 36 SF

PROPOSED AREA FOR

DREDGING BELOW MHWL

APPROX 2 SF

PROP. PIPE END GUARD/MANATEE

GRATE-FIXED, NON-HINGED PER

FDOT SP INDEX 430-001

PROP. PIPE END GUARD/MANATEE

GRATE-FIXED, NON-HINGED PER

FDOT SP INDEX 430-001

PROP. PERMANENT

IMPACT AREA (9.94 SF)

PROP. PERMANENT

IMPACT AREA (14.55 SF)

3.6'1.6'

4.2'3.4' 1.5'

3.9'

3.9'

3.4' 0.1'

0.6'

Attachment 1, Page 4 of 15

W:\Projects\1821028 111 1st Ave NW CRRP\CAD\Construction\5 TYPICAL SECTION.dwgHolassie, Raeleen 11/13/2023 3:31:37 PM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

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IC

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TYPICAL SECTION 5

EXIST. GRADE

TYPICAL SECTION

1ST AVE NW STA 10+00 TO 11+45.34

NOT TO SCALE (VERTICAL SCALE EXAGGERATED)

TRAFFIC DATA

ESTIMATED OPENING YEAR = N/A (EXISTING)

ESTIMATED DESIGN YEAR = UNKNOWN

POSTED SPEED = 25 MPH

DESIGN SPEED = 25 MPH

LOCAL ROAD

MILLING AND RESURFACING (STA. 10+00.00 TO STA. 11+45.34)

MILLING: MILL EXISTING PAVEMENT 1-1/2" AVERAGE DEPTH

SURFACE: TYPE SP STRUCTURAL COURSE (1.5")

NEW CONSTRUCTION (CROSS DRAIN PAVEMENT RESTORATION)

SURFACE: 1.5" ASPHALT TYPE SP (TRAFFIC C)

BASE: OBG 11

R/W LINE (PER HC R/W

INVENTORY MAP_

1ST AVE NW ROW (VARIES)

APPROX. 50'-59' WITHIN PROJECT AREA

R/W LINE (PER HC R/W

INVNTORY MAP)

8.5'±

TRAVEL

LANE

8.5'±

TRAVEL

LANE

PROP. ASPHALT RESURFACING

MAINTAIN EXIST. GRADE

EXIST. BASE

6'

CLEAR

ZONE

6'

CLEAR

ZONE

1.34% 0.92%

Attachment 1, Page 5 of 15

NOTES:

1. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTED.

2. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY, AND/OR OWNERSHIP WERE

FURNISHED TO THIS SURVEYOR, EXCEPT AS SHOWN.

3. UNLESS OTHERWISE SHOWN HEREON, NO JURISDICTIONAL WETLAND AREAS OR OTHER TOPOGRAPHIC

FEATURES HAVE BEEN LOCATED.

4. THIS OFFICE DID NOT PERFORM A TITLE SEARCH OF THE PUBLIC RECORDS TO VERIFY OR CONFIRM

OWNERSHIP NOR WAS ONE PROVIDED BY THE CLIENT.

5. COORDINATES SHOWN HEREON ARE GRID COORDINATES, EXPRESSED IN US SURVEY FEET, BASED ON THE

FLORIDA WEST ZONE TRANSVERSE MERCATOR STATE PLANE COORDINATE SYSTEM NAD83 (2011

ADJUSTMENT)

6. ELEVATIONS SHOWN HEREON ARE EXPRESSED IN US SURVEY FEET AND WERE DERIVED FROM

HILLSBOROUGH COUNTY BENCHMARK "LANDMARK," HAVING AN ELEVATION OF 2.882, NAVD88.

7. THIS IS A TOPOGRAPHIC SURVEY OF AREAS REQUESTED BY THE CLIENT.

8. THE LAST DAY OF FIELD WORK WAS SEPTEMBER 13, 2021.

9. THE RIGHT-OF-WAY LINES WERE NOT SURVEYED PER HILLSBOROUGH COUNTY PROJECT MANAGER.

LEGEND:

WOOD BOLLARD

COMMUNICATIONS PEDESTAL

COMMUNICATIONS VAULT

WATER VALVE

WETLANDS FLAG

ABBREVIATIONS:

ADS = TRADE NAME FOR A CORRUGATED PLASTIC PIPE

ELEV = ELEVATION

INV = INVERT

RCP = REINFORCED CONCRETE PIPE

T

V

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

W:\Projects\1821028 111 1st Ave NW CRRP\CAD\Construction\6 GENERAL NOTES.dwgHolassie, Raeleen 11/13/2023 3:31:55 PM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

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GENERAL NOTES 6

SURVEY NOTES, SYMBOLS, AND LEGEND

1. COMPLY WITH ALL STATE, COUNTY, AND LOCAL ORDINANCES AND OBTAIN NECESSARY WORK PERMITS THAT ARE REQUIRED

PRIOR TO CONSTRUCTION.

2. LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN IN

ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. VERIFY THE LOCATION, ELEVATION, AND DIMENSIONS OF ALL EXISTING

UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THE WORK.

3. PROVIDE TWO WORKING DAYS NOTICE TO UTILITY AGENCY/OWNER’S (UAO), AND HILLSBOROUGH COUNTY TRAFFIC OPERATIONS, IN ORDER TO LOCATE AND IDENTIFY THEIR EXISTING UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, AS ESTABLISHED BY THE "UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT". KNOWN UAO’S ARE:

GENERAL NOTES

4. COORDINATE CONSTRUCTION SCHEDULING WITH UTILITY AGENCY/OWNER’S. MEET WITH UAOs PRIOR TO THE PRE-CONSTRUCTION CONFERENCE TO ADJUST THEIR SCHEDULES TO COINCIDE WITH THE CONSTRUCTION SCHEDULE.

5. UTILITY ADJUSTMENTS SHOWN IN THIS CONTRACT PLAN SET MUST BE PERFORMED BY THE UTILITY AGENCY WHEN UTILITY

CONSTRUCTION PLANS ARE NOT INCLUDED IN THE CONTRACT PLAN SET.

6. ERECT EROSION CONTROL DEVICES PRIOR TO LAND ALTERATIONS, MAINTAIN THEM DURING CONSTRUCTION, AND REMOVE THEM FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. INSTALL AND MAINTAIN EROSION CONTROL DEVICES AS REQUIRED BY ACTUAL SITE CONDITIONS TO REFLECT PROJECT PHASING REQUIREMENTS, AND AS DIRECTED BY THE

COUNTY'S ENGINEER.

7. DO NOT DISCHARGE DIRECTLY TO RECEIVING WATERS OR EXISTING CONVEYANCES THAT DISCHARGE TO RECEIVING WATERS OR WETLAND SYSTEMS DURING DEWATERING OPERATIONS. UTILIZE TEMPORARY SEDIMENT BASINS OR TRAPS TO COLLECT THE DISCHARGE FROM DEWATERING ACTIVITIES TO ELIMINATE THE POTENTIAL FOR OFFSITE SEDIMENT TRANSPORT.

8. CONNECTIONS TO ADJACENT PROPERTIES SHOWN ON THE PLANS MAY BE MOVED, ADJUSTED, MODIFIED, ADDED OR DELETED AT THE PROPERTY OWNER’S REQUEST SUBSEQUENT TO APPROVAL BY THE COUNTY'S ENGINEER.

9. THE COUNTY MAY SUBSTITUTE A GRAVITY WALL FOR A GRADED AND HARMONIZED SLOPE OR VICE VERSA PURSUANT TO THE

PROPERTY OWNER'S REQUEST AND CONTINGENT UPON APPROVAL BY THE COUNTY’S ENGINEER.

10. CONNECTION TO EXISTING ACCESS NOT INDICATED ON THE PLANS MUST BE MADE AT THE DIRECTION OF THE COUNTY'S

ENGINEER.

11. ALL CONNECTION APPROVALS BY THE COUNTY'S ENGINEER MUST BE SUBJECT TO CONFORMANCE WITH APPLICABLE STANDARDS, CODES AND REGULATIONS, AND CONDITIONED UPON GRANT OF RIGHT OF ENTRY BY THE PROPERTY OWNER.

12. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE RIGHT OF WAY MUST BE REMOVED UNLESS SHOWN ON THE PLANS AS

TO REMAIN.

13. PROPOSED PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS IV UNLESS OTHERWISE NOTED ON THE PLANS.

14. SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME DRAINAGE STRUCTURES EXTEND INTO THE

STABILIZED PORTION OF THE ROAD BED AND EXTREME CAUTION WILL BE NECESSARY IN STABILIZATION OPERATIONS AT

THOSE LOCATIONS.

15. ALL CONCRETE COLLARS AND CONCRETE JACKETS MUST BE CURED AND INSPECTED TO BE FREE OF CRACKING PRIOR TO

BACKFILLING.

16. TREE TRIMMING MAY BE REQUIRED TO PROVIDE VERTICAL OR HORIZONTAL CLEARANCES OR ADEQUATE SIGHT DISTANCE AS DIRECTED BY THE COUNTY'S ENGINEER. ANY TREE TRIMMING REQUIRED SHALL BE PERFORMED OR DIRECTED BY A CERTIFIED ARBORIST AND COMPLY WITH ANSI A-300 STANDARDS AND BEST PRACTICES. ALL EXPENSES INCURRED FOR THIS WORK WILL BE INCLUDED IN THE WORCS PAY ITEM NO. 580-336 PRUNING AND TRIMMING (EXISTING TREES).

17. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY HAULING OR EXCAVATION EQUIPMENT MUST BE REPAIRED TO

THE SATISFACTION OF THE COUNTY'S ENGINEER AT THE CONTRACTOR’S EXPENSE.

18. ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, PROJECT

ENGINEER SHOULD NOTIFY;

DIRECTOR, NATIONAL GEODETIC SURVEY

1315 EAST-WEST HIGHWAY

SILVER SPRING, MARYLAND 20910-3282

PHONE: (301) 713-3242

19. ALL STATION AND OFFSET REFERENCES ARE TO BASELINE OF SURVEY, UNLESS OTHERWISE NOTED.

20. BEARINGS AND COORDINATES ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA WEST

ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. ALL ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988.

HC UTILITY (WATER RESOURCES DEPT)

WARREN GILBREATH

GILBREATHW@HILLSBOROUGHCOUNTY.ORG

813-209-3075

FRONTIER BUSINESS

RANDALL JAMES

RANDALL.JAMES@FTR.COM

813-892-9692

CHARTER COMMUNICATIONS

PAUL BUSTAMANTE

PAUL.BUSTAMANTE@CHARTER.COM

O: 813-302-0749 C:813-538-2924

Attachment 1, Page 6 of 15

CONTROL POINT

N: 1231095.85 E: 515406.48

ELEV: 2.88

LANDMARK 2000

CONTROL POINT

N: 1231099.55 E: 515274.95

ELEV: 2.96

CAPPED IRON ROD SET (LB 5122)

2.8

2.1

1.2 1.9 3.0

2.78 3.09

2.88 3.1

2.7 2.7

INV 12" RCP

ELEV= 1.03

INV 12" RCP

ELEV= 1.25

INV 18" RCP

ELEV= 0.25

2.94

2.95

3.34

2.8 2.5

1.0

2.3

2.6

2.7

0.6 1.2

2.3

3.4 3.6

3.45 3.41 3.04

3.1 3.2 3.2

T

2.94 2.83

3.00

2.9 3.4

3.25

3.28

2.64

2.8

2.5 2.4

TOP ELEV=2.79

INV 18" RCP

ELEV= 0.30

3.19

3.02

3.2

3.0 2.5

INV 18" RCP

ELEV= -0.97

2.1

INV 15" ADS

ELEV= -0.02

V V

C2-8

C2-7

C2-6 C2-5

C2-4

C2-3 C2-2 C2-1

INV 18" RCP

ELEV= 0.20

INV 18" RCP

ELEV= 0.28

1 ST AVENUE NW

CARLYLE BLVD (P)

(ASPHALT)

ST

S

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N W

3R D

ST

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ET

(P

(A

SP

HA

LT

LOT 194

FOLIO No. 055866-0000

PORTIONS OF LOTS 87

THROUGH 90, INCLUSIVE

FOLIO No. 055803-0000

FOLIO No. 056240-0000

MAP OF RUSKIN CITY IN HILLSBOROUGH COUNTY, FLORIDA

PLAT BOOK 5, PAGE 75

8" CONCRETE

HEADWALL

NOTE:

CONFLICTING PIPE SIZES AND

MATERIALS WERE CONFIRMED.

TH

TH

TH

TH

TH-4

TH-1

TH-2

TH-3

B

eg. S

TA. 10+00.00

E nd S

TA. 11+45.34

2.

2.

1.

2.5 2.0

1.0 0

2.5

2.0

1.0 0

-1.0

2.5

2.0

1.0 0 -1.0

-1.0

2.

1.

-1 .0

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

W:\Projects\1821028 111 1st Ave NW CRRP\CAD\Construction\7 ROADWAY PLAN.dwgHolassie, Raeleen 11/13/2023 3:31:57 PM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

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ROADWAY PLAN 7

S-1

STA. 10+86.52 (27.3' RT.)

U-TYPE CONC. ENDWALL 1:2

SLOPE W/ GRATE PER SP

INDEX 430-011

FL -0.97 (18" RCP)

S-1A

STA. 10+98.76 (36.0' LT.)

EXIST. GRATE INLET

GRATE EL. 2.79

FL 0.28 (N) (18" RCP)

FL 0.30 (E) (18" RCP)

FL 0.20 (S) (18" RCP)

S-2

STA. 10+36.47 (25.5' RT.)

U-TYPE CONC. ENDWALL 1:2

SLOPE W/ GRATE PER FDOT

SP INDEX 430-011

FL -0.02 (18" RCP)

S-3

STA. 10+51.38 (28.4' LT.)

WINGED CONC. ENDWALL PER

FDOT SP INDEX 430-040

FL 0.25 (18" RCP)

DRAINAGE STRUCTURES TABLE

N

1"

0'

NOTES:

1. SOD ALL DISTURBED PERVIOUS AREAS.

2. THE CONSTRUCTION EQUIPMENT STAGING WILL BE LIMITED

TO THE 1ST AVE R/W. NO STAGING IS ALLOWED WITHIN 25’

OF THE WETLAND LIMITS.

PAVEMENT RESTORATION PER

HC UAG, APPENDIX K (9 SY)

S-1A

S-1

S-2

S-3

PAVEMENT RESTORATION PER

HC UAG, APPENDIX K (13 SY)

MILL AND RESURFACE

ASPHALT PAVEMENT (366 SY)

REMOVE EXIST. 18" RCP/15" ADS PIPE AND

CONST. 59 LF 18" CLASS IV RCP @ 0.46% SLOPE

REMOVE EXIST. 18" RCP, AND CONST. 62

LF 18" CLASS IV RCP @ 1.89% SLOPE

BEGIN PROJECT

STA. 10+00.00

END PROJECT

STA. 11+45.34

REMOVE AND REPLACE WOOD BOLLARD

REMOVE AND REPLACE

WOOD BOLLARD

EXIST. 12" RCP TO REMAIN

EXIST. CONC. HEADWALL TO REMAIN

EXIST. 18" RCPs TO REMAIN

(PIPE DESILTING)

EXIST. GRATE INLET TO REMAIN

(PROVIDE INLET PROTECTION).

CONNECT PROP. 18" RCP CLASS IV TO EXIST. GRATE INLET

S-#

LEGEND

MILL AND RESURFACE

PAVEMENT RESTORATION

EXIST. STRUCTURE ID NO.

EXIST. STRUCTURE ID NO.

S-#

S-#

ESTIMATED EXIST GRADES BASED

IN LIDAR AND FIELD INSPECTIONS

EXIST WETLAND LINE

MATCH EXIST. GRADE (TYP)

R/W LINE PER HC R/W

INVENTORY MAP

R/W LINE PER HC R/W

INVENTORY MAP

MHWL=0.52'

TEMPORARY WETLAND

IMPACT AREA (17.06 SF)

TEMPORARY WETLAND

IMPACT AREA (78.45 SF)

WETLAND FLAG (TYP)

REMOVE AND DEFLECT 10LF

OF EXIST 2" PVC WM

WITH (4) 45 DEG BENDS.

REMOVE AND DEFLECT 10LF

OF EXIST 3" PVC FM

WITH (4) 45 DEG BENDS

PROP. PIPE END GUARD/MANATEE

GRATE-FIXED, NON-HINGED PER

FDOT SP INDEX 430-001

PROP. PIPE END GUARD/MANATEE

GRATE-FIXED, NON-HINGED PER

FDOT SP INDEX 430-001

REMOVE ASH TREE OF

APPROXIMATE DIAMETER 26"

REMOVE PINE TREE OF

APPROXIMATE DIAMETER 34"

REMOVE ASH TREE OF

APPROXIMATE DIAMETER 26"

REMOVE PALM TREE OF

APPROXIMATE DIAMETER 36"

PROP. PERMANENT

IMPACT AREA (9.94 SF)

PROP. PERMANENT

IMPACT AREA (14.55 SF)

3.6'

4.2' 3.4'

3.9'

3.9'

3.4'

0.1'

0.1'

0.6' 1.5'

Attachment 1, Page 7 of 15

10+43.73 -5

0 20 400204060

10+91.82 -5

0 20 400204060

0.27%

1" = 20' Horizontal 1" = 5' Vertical

Holassie, Raeleen

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

W:\Projects\1821028 111 1st Ave NW CRRP\CAD\Construction\8 CROSS SECTIONS.dwg11/13/2023 3:32:08 PM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

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CROSS SECTIONS 8

Regular Exc.Embankment A(sf) V(cy)V(cy)A(sf)

EXIST. GRADE

EXIST. 18" RCPs

REMOVE EXIST. 18" RCP

CONST. 18" RCP

CONNECT. PROP. 18" RCP

TO EXIST. GRATE INLET PROP. U-TYPE CONC. ENDWALL

1:2 SLOPE PER FDOT SP

INDEX 430-011.

PROP. U-TYPE CONC. ENDWALL

1:2 SLOPE PER FDOT SP

INDEX 430-011

REMOVE EXIST.

18" RCP/15" ADS PIPE

CONST. 18" RCP

PROP. CONC. HEADWALL PER FDOT SP INDEX 430-040

EXIST. GRADE

PROP. GRADE (TYP.)

PROP. GRADE 1:6

1ST AVE NW

EOP

1ST AVE NW

EOP

℄ OF CONST.

5% SLOPE

MATCH EXIST GRADE

MATCH EXIST GRADE

MATCH EXIST GRADE

MATCH EXIST GRADE

PROTECT AND MAINTAIN

EXIST 3" PVC FM AT PIPE

INVERT ELEVATION -0.95'.

(DESIGN EXCEPTION)

PROTECT AND MAINTAIN

EXIST 2" PVC WM AT PIPE

INVERT ELEVATION -1.41'.

(DESIGN EXCEPTION)

EXIST 2" PVC WM

NOTE: BASE LEVEL A SUE WAS CONDUCTED

ADJACENT TO THE EX. 18" RCP.

TO BE RELOCATED.

EXIST 3" PVC FM

NOTE: BASE LEVEL A SUE WAS CONDUCTED

ADJACENT TO THE EX. 18" RCP.

TO BE RELOCATED.

R/W LINE (PER HC

INVENTORY MAP)

16.3'

15'

R/W LINE (PER HC

INVENTORY MAP)

S-1

S-2

MHWL = 0.52'

W E

TL

AN

D B

OU

N D

AR

Y

W E

TL

AN

D B

OU

N D

AR

Y

1.5' THICK DITCH LINING

CLEAN RUBBLE RIPRAP PER

FDOT SPECIFICATION 530-2.2.2

RELOCATE 2" PVC WM AT PIPE

INVERT ELEVATION -1.85'.

RELOCATE 3" PVC FM AT PIPE

INVERT ELEVATION -2.66'.

℄ OF CONST.

1.5' 1.5'

0.4'

1'

PROP. PIPE END GUARD/MANATEE

GRATE-FIXED, NON-HINGED PER FDOT SP

INDEX 430-001

MHWL = 0.52'

PROP. PIPE END GUARD/MANATEE

GRATE-FIXED, NON-HINGED PER FDOT SP

INDEX 430-001

1' THICK BEDDING STONE PER FDOT

SPECIFICTATION 530-2.3

1.5' THICK DITCH LINING

CLEAN RUBBLE RIPRAP PER

FDOT SPECIFICATION 530-2.2.2

1' THICK BEDDING STONE PER FDOT

SPECIFICTATION 530-2.3

Attachment 1, Page 8 of 15

THE FOLLOWING NARRATIVE OF THE STORMWATER

POLLUTION PREVENTION PLAN CONTAINS REFERENCES TO

THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, THE DESIGN STANDARDS, AND OTHER

SHEETS OF THESE CONSTRUCTION PLANS. THE FIRST

SHEET OF THE CONSTRUCTION PLANS (CALLED THE KEY

SHEET) CONTAINS AN INDEX TO THE OTHER SHEETS. THE

COMPLETE STORMWATER POLLUTION PREVENTION PLAN

INCLUDES SEVERAL ITEMS: THIS NARRATIVE DESCRIPTION,

THE DOCUMENTS REFERENCED IN THIS NARRATIVE, THE

CONTRACTOR'S APPROVED EROSION CONTROL PLAN

REQUIRED BY SPECIFICATION SECTION 104, AND REPORTS

OF INSPECTIONS MADE DURING CONSTRUCTION.

1.0 SITE DESCRIPTION:

1.A. NATURE OF CONSTRUCTION ACTIVITY:

THE PROJECT IS THE REPLACEMENT AND RENEWAL OF

EXISTING CULVERT CROSSING UNDER 1ST AVE NW. THIS

INVOLVES CONSTRUCTING ROADWAY SURFACE,

UNDERGROUND STORM DRAIN AND CROSS DRAIN SYSTEMS,

AND EROSION PROTECTION. THE PROJECT IMPACTS 1ST AVE

NW LOCATED BETWEEN 2ND ST NW AND S TAMIAMI TRAIL,

A DISTANCE OF APPROXIMATELY 0.028 MILES.

1.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE

CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF

CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES. THE

CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR

ACTIVITIES DESCRIBED BELOW, UNLESS THE CONTRACTOR

PROPOSES A DIFFERENT SEQUENCE THAT IS EQUAL OR

BETTER AT CONTROLLING EROSION AND TRAPPING

SEDIMENT AND IS APPROVED BY THE ENGINEER.

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER

CONTROLS AFTER CLEARING AND GRUBBING NECESSARY FOR

INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER

WORK FOR THE CONSTRUCTION PHASE. REMOVE PERIMETER

CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE

STABILIZED.

1. CLEARING AND GRUBBING, EARTHWORK, AND

STORM DRAIN CONSTRUCTION FOR THE UNDERGROUND

STORM DRAIN SYSTEMS.

2. STORM DRAIN AND ROADWAY UNDERDRAIN

CONSTRUCTION. CONSTRUCT THE STORM DRAIN PIPE IN

THE UPSTREAM DIRECTION.

3. EARTHWORK ASSOCIATED WITH THE

CONSTRUCTION OF ROADWAY, SUBGRADE, BASE, AND

PAVEMENT.

AREA ESTIMATES:

TOTAL SITE AREA: 0.09 ACRES

TOTAL AREA TO BE DISTURBED: 0.05 ACRES

1.C SOILS DATA: NO GEOTECHNICAL

INVESTIGATION WAS CONDUCTED FOR THIS

PROJECT. SOILS INFORMATION FROM NRCS

INDICATE THAT THE SOILS WITHIN THE PROJECT

IS COMPOSED OF WABASSO SOIL (SANDY AND

LOAMY).

1.D OUTFALL/DISCHARGE INFORMATION:

THE PROJECT OUTFALLS TO AN EXISTING CANAL.

LOCATION: LATITUDE 27° 43' 11.6” N,

LONGITUDE, 82° 26' 06.9” W.

EST. DRAINAGE AREA SIZE: -- ACRES

(UPSTREAM BASIN)

RECEIVING WATER NAME: LITTLE MANATEE

RIVER

1.E SITE MAP:

THE CONSTRUCTION PLANS ARE BEING USED AS

THE SITE MAPS. THE LOCATION OF THE

REQUIRED INFORMATION IS DESCRIBED BELOW.

THE SHEET NUMBERS FOR THE PLAN SHEETS

REFERENCED ARE IDENTIFIED ON THE KEY SHEET

OF THESE CONSTRUCTION PLANS.

* DRAINAGE PATTERNS: THE DRAINAGE

BASIN DIVIDES AND FLOW DIRECTIONS ARE

SHOWN ON THE DRAINAGE MAPS. THE ARROWS

ABOVE AND BELOW THE PROFILE REPRESENT THE

FLOW DIRECTION AT THE LEFT AND RIGHT

PROPERTY LINE, RESPECTIVELY. ARROWS

POINTING TO THE PROFILE INDICATE RUNOFF

COMING TO THE SITE. POINTING AWAY FROM

THE SITE INDICATE RUNOFF LEAVING THE SITE.

*APPROXIMATE SLOPES: THE SLOPES OF THE

SITE CAN BE SEEN IN THE CROSS SECTION

SHEETS AND THE PLAN-PROFILE SHEETS.

*AREAS OF SOIL DISTURBANCE: THE AREAS TO

BE DISTURBED ARE INDICATED ON THE

PLAN-PROFILE SHEETS AND THE CROSS SECTION

SHEETS. ANY AREAS WHERE PERMANENT

FEATURES ARE SHOWN TO BE CONSTRUCTED

ABOVE OR BELOW GROUND WILL BE DISTURBED.

*AREAS NOT TO BE DISTURBED: ESSENTIALLY

THE WHOLE PROJECT WILL BE DISTURBED DURING

CONSTRUCTION.

*LOCATIONS OF TEMPORARY CONTROLS:

THESE ARE SHOWN ON THE EROSION CONTROL

PLAN. TABLES PROVIDING SUMMARIES OF

TEMPORARY EROSION AND SEDIMENT CONTROL

ITEMS ARE PROVIDED IN THE SUMMARY OF

QUANTITY SHEETS.

* AREAS TO BE STABILIZED: TEMPORARY

STABILIZATION PRACTICES ARE SHOWN IN THE

SAME LOCATION AS THE TEMPORARY CONTROLS

MENTIONED ABOVE. PERMANENT STABILIZATION

IS SHOWN ON THE TYPICAL SECTION SHEETS,

THE PLAN-PROFILE SHEETS.

* SURFACE WATERS: OTHER SURFACE

WATERS ARE LOCATED WITHIN THE SITE. THESE

AREAS INCLUDE THE ROADSIDE SWALES. THIS IS

LOCATED ON THE PLAN AND PROFILE SHEETS.

* DISCHARGE POINTS TO SURFACE

WATERS: THE PIPE CULVERTS DISCHARGES

TOWARDS THE NORTHEAST AS SHOWN ON THE

DRAINAGE MAP AND PLAN AND PROFILE SHEET.

1.F RECEIVING WATERS:

SEE ITEM 1.D. FOR THE OUTFALL LOCATIONS AND

RECEIVING WATER NAMES. THE UNAMED

TRIBUTARY MAY BE CONSIDERED AS

WETLANDS/OTHER SURFACE WATER.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

W:\Projects\1821028 111 1st Ave NW CRRP\CAD\Construction\9 STORMWATER POLLUTION PREVENTION PLAN.dwgHolassie, Raeleen 11/13/2023 3:32:25 PM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

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STORMWATER POLLUTION

PREVENTION PLAN

Attachment 1, Page 9 of 15

2.0 CONTROLS:

2.A. EROSION AND SEDIMENT CONTROLS:

IN THE SEDIMENT AND EROSION CONTROL PLAN,

THE CONTRACTOR SHALL DESCRIBE THE

PROPOSED STABILIZATION AND STRUCTURAL

PRACTICES BASED ON THE CONTRACTOR'S

PROPOSED TEMPORARY TRAFFIC CONTROL (TTC)

PLAN. THE FOLLOWING RECOMMENDED

GUIDELINES ARE BASED ON THE TEMPORARY

TRAFFIC CONTROL PLAN OUTLINED IN THE

CONSTRUCTION PLANS. WHERE FOLLOWING THE

TEMPORARY TRAFFIC CONTROL PLAN OUTLINED IN

THESE CONSTRUCTION PLANS, THE CONTRACTOR

MAY CHOSE TO ACCEPT THE FOLLOWING

GUIDELINES OR MODIFY THEM IN THE SEDIMENT

AND EROSION CONTROL PLAN, SUBJECT TO

APPROVAL BY THE ENGINEER. AS WORK

PROGRESSES, THE CONTRACTOR SHALL MODIFY

THE PLAN TO ADAPT TO SEASONAL VARIATION,

CHANGES IN CONSTRUCTION ACTIVITIES, AND

THE NEED FOR BETTER PRACTICES.

FOR EACH CONSTRUCTION PHASE, INSTALL

PERIMETER CONTROLS AFTER CLEARING AND

GRUBBING NECESSARY FOR INSTALLATION OF

CONTROLS BUT BEFORE BEGINNING OTHER WORK

FOR THE CONSTRUCTION PHASE. REMOVE

PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM

AREAS ARE STABILIZED.

TEMPORARY TRAFFIC CONTROL PLANS:

1ST AVE NW, STATION 10+00 TO 11+45.34

ROADWAY CLOSURE - MAINTAIN LOCAL TRAFFIC

ACCESS FOR RESIDENTS LOCATED NORTHWEST

OF THE PROJECT SITE TO THE 1ST AVE NW

DEADEND AND RESIDENTS LOCATED ON

DAGWOOD WAY.

2.A.1 STABILIZATION PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN,

THE CONTRACTOR SHALL DESCRIBE THE

STABILIZATION PRACTICES PROPOSED TO

CONTROL EROSION. THE CONTRACTOR SHALL

INITIATE ALL STABILIZATION MEASURES AS SOON

AS PRACTICAL, BUT IN NO CASE MORE THAN 7

DAYS, IN PORTIONS OF THE SITE WHERE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY

OR PERMANENTLY CEASED. THE STABILIZATION

PRACTICES SHALL INCLUDE AT LEAST THE

FOLLOWING, UNLESS OTHERWISE APPROVED BY

THE ENGINEER.

TEMPORARY:

* ARTIFICIAL COVERINGS IN ACCORDANCE

WITH SPECIFICATION SECTION 104.

* TURF AND SOD IN ACCORDANCE WITH

SPECIFICATION SECTION 104.

PERMANENT:

* ASPHALT OR CONCRETE SURFACE.

* SOD IN ACCORDANCE WITH

SPECIFICATION SECTION 570.

2.A.2 STRUCTURAL PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN,

THE CONTRACTOR SHALL DESCRIBE THE

PROPOSED STRUCTURAL PRACTICES TO CONTROL

OR TRAP SEDIMENT AND OTHERWISE PREVENT

THE DISCHARGE OF POLLUTANTS FROM EXPOSED

AREAS OF THE SITE. SEDIMENT CONTROLS SHALL

BE IN PLACE BEFORE DISTURBING SOIL UPSTREAM

OF THE CONTROL. THE STRUCTURAL PRACTICES

SHALL INCLUDE AT LEAST THE FOLLOWING,

UNLESS OTHERWISE APPROVED BY THE ENGINEER:

TEMPORARY:

* SEDIMENT BARRIERS AND FLOATING

TURBIDITY BARRIERS IN ACCORDANCE WITH

DESIGN STANDARD 102 AND SPECIFICATION

SECTION 104.

* INLET PROTECTION IN ACCORDANCE

WITH DESIGN STANDARD 102 AND SPECIAL

DETAILS SHOWN IN THE TTC PLAN.

PERMANENT:

* SOD.

2.B STORMWATER MANAGEMENT:

TEMPORARY PUMPING BYPASS WILL BE UTILIZED

AS NEEDED DURING INSTALLATION OF THE

CULVERT SYSTEM. BEST MANAGEMENT PRACTICES

WILL BE UTILIZED TO MINIMIZE DOWNSTREAM

EROSION AND POLLUTION.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

W:\Projects\1821028 111 1st Ave NW CRRP\CAD\Construction\9 STORMWATER POLLUTION PREVENTION PLAN.dwgHolassie, Raeleen 11/13/2023 3:32:25 PM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

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STORMWATER POLLUTION

PREVENTION PLAN

Attachment 1, Page 10 of 15

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2.C OTHER CONTROLS:

2.C.1 WASTE DISPOSAL:

IN THE SEDIMENT AND 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. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE

FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER:

* PROVIDING LITTER CONTROL AND COLLECTION WITHIN THE

PROJECT DURING CONSTRUCTION ACTIVITIES.

* DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS

ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE

MANUFACTURER.

* DISPOSING OF SOLID MATERIALS INCLUDING BUILDING AND

CONSTRUCTION MATERIALS OFF THE PROJECT SITE BUT NOT IN SURFACE

WATERS, OR WETLANDS.

2.C.2 OFF-SITE VEHICLE TRACKING & DUST CONTROL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROPOSED METHODS FOR MINIMIZING OFFSITE VEHICLE

TRACKING OF SEDIMENTS AND GENERATING DUST. THE PROPOSED

METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE

APPROVED BY THE ENGINEER.

* COVERING LOADED HAUL TRUCKS WITH TARPAULINS.

* REMOVING EXCESS DIRT FROM ROADS DAILY.

* STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO DESIGN

STANDARD 106.

* USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES

SUCH AS EXCAVATION AND MILLING OPERATIONS.

2.C.3 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY

SEWER, OR SEPTIC TANK REGULATIONS:

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, AND SANITARY

SEWER OR SEPTIC SYSTEMS.

2.C.4 FERTILIZERS AND PESTICIDES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROCEDURES FOR APPLYING FERTILIZERS AND PESTICIDES.

THE PROPOSED PROCEDURES SHALL COMPLY WITH HILLSBOROUGH COUNTY

ORDINANCE 21-42, REGULATION OF THE USE OF FERTILIZERS CONTAINING

NITROGEN AND PHOSPHOROUS.

2.C.5 TOXIC SUBSTANCES:

IN THE SEDIMENT AND 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.

2.D.4 APPROVED STATE AND LOCAL PLANS AND PERMITS:

* FDEP RULE CHAPTER 62-25 F.A.C.

* RULES OF THE ENVIRONMENTAL PROTECTION COMMISSION OF

HILLSBOROUGH COUNTY CHAPTER 1-11 WETLANDS.

3.0 MAINTENANCE:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

PROVIDE A PLAN FOR MAINTAINING ALL EROSION AND SEDIMENT CONTROLS

THROUGHOUT CONSTRUCTION. THE MAINTENANCE PLAN SHALL AT A

MINIMUM, COMPLY WITH THE FOLLOWING:

* SILT FENCE: MAINTAIN PER SECTION 104. THE CONTRACTOR

SHOULD ANTICIPATE REPLACING SILT FENCE ON 12 MONTH INTERVALS.

* SEDIMENT BARRIERS: REMOVE SEDIMENT AS PER MANUFACTURER'S

RECOMMENDATIONS OR WHEN WATER PONDS IN UNACCEPTABLE AMOUNTS

OR AREAS.

4.0 INSPECTIONS:

QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST

ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END

OF A STORM THAT IS 0.50 INCHES OR GREATER. TO COMPLY, THE

CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES AND RECORD THE

DAILY RAINFALL. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED,

INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE

CONTRACTOR SHALL ALSO INSPECT THAT CONTROLS INSTALLED IN THE

FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION

PLAN.

* POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES.

* POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM DRAIN

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.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

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STORMWATER POLLUTION

PREVENTION PLAN

THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF

INSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER.

IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND

STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION,

RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE

CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, AS APPROVED BY THE

ENGINEER.

5.0 NON-STORMWATER DISCHARGES:

IN THE SECTION 104 EROSION 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, CONTACT THE ENGINEER AND HILLSBOROUGH COUNTY.

N

1"

EROSION CONTROL PLAN

INSTALL 80 LF SILT FENCE

INSTALL 50 LF SILT FENCE

INSTALL 40 LF

SILT FENCE

INSTALL 180 LF SILT FENCE

IN COMPLIANCE TO EPC MINOR WORK PERMIT, THE CONTRACTOR SHALL

PROVIDE THE METHOD OF DREDGING TO BE USED INCLUDING DETAILS SUCH AS

EQUIPMENT SIZE, AMOUNT TO BE DREDGED, HOURS OF OPERATION, METHOD OF

TRANSPORT, MATERIAL TRANSFER METHODS, TRANSPORTATION AND ACCESS

ROUTES, UPLAND DISPOSAL AREA LOCATION, DIMENSIONS OF SPOIL DISPOSAL

BERMS, DISPOSAL METHODS, FINAL DISPOSAL LOCATION OR DISPOSAL

CONTRACTOR INFORMATION.

THE CONTRACTOR SHALL UTILIZE AERATION TANKS OR BASINS, AIR STRIPPERS,

WET SCRUBBERS, INCINERATORS, CAUSTICS OR MASKING AGENTS, OR ANY OTHER

CONTROL PROCEDURES OR TECHNOLOGIES.

Attachment 1, Page 11 of 15

CONTROL POINT

N: 1231095.85 E: 515406.48

ELEV: 2.88

LANDMARK 2000

CONTROL POINT

N: 1231099.55 E: 515274.95

ELEV: 2.96

CAPPED IRON ROD SET (LB 5122)

2.8 2.1

1.2 1.9

3.0

2.78 3.09

2.88 3.1

2.7

2.7

INV 12" RCP

ELEV= 1.03

INV 12" RCP

ELEV= 1.25

INV 18" RCP

ELEV= 0.25

2.94

2.95

3.34

2.8 2.5

1.0

2.3 2.6

2.7

0.6

1.2

2.3

3.4 3.6

3.45 3.41 3.04

3.1 3.2 3.2

T

2.94 2.83

3.00

2.9 3.4

3.25 3.28

2.64

2.8

2.5

2.4

TOP ELEV=2.79

INV 18" RCP

ELEV= 0.30

3.19 3.02

3.2 3.0

2.5

INV 18" RCP

ELEV= -0.97

2.1

INV 15" ADS

ELEV= -0.02

V V

INV 18" RCP

ELEV= 0.20

INV 18" RCP

ELEV= 0.28

1 ST AVENUE NW

CARLYLE BLVD (P)

(ASPHALT)

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LOT 194

FOLIO No. 055866-0000

PORTIONS OF LOTS 87

THROUGH 90, INCLUSIVE

FOLIO No. 055803-0000

FOLIO No. 056240-0000

MAP OF RUSKIN CITY IN HILLSBOROUGH COUNTY, FLORIDA

PLAT BOOK 5, PAGE 75

8" CONCRETE

HEADWALL

NOTE:

CONFLICTING PIPE SIZES AND

MATERIALS WERE CONFIRMED.

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DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHT. NO.

W:\Projects\1821028 111 1st Ave NW CRRP\CAD\Construction\12 TEMPORARY TRAFFIC CONTROL PLANS.dwgHolassie, Raeleen 11/13/2023 3:32:49 PM

PLUMMER ASSOCIATES, INC.

2 URBAN CENTRE,

4890 W KENNEDY BLVD, SUITE 985

TAMPA, FL 33609

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

CIP NO.

46142473

111 1ST AVE NW CULVERT REPLACEMENT

T H E O

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TEMPORARY TRAFFIC CONTROL

PLANS

EOP (TYP.)

TEMPORARY TRAFFIC CONTROL NOTES:

1. MAINTENANCE OF TRAFFIC MUST BE IN ACCORDANCE WITH HILLSBOROUGH COUNTY PUBLIC WORKS STANDARD SPECIFICATIONS, SECTION 01500 MAINTENANCE OF TRAFFIC. USE THE FOLLOWING INFORMATION IN DEVELOPING A

MAINTENANCE OF TRAFFIC PLAN:

· THE REGULATORY SPEED MUST REMAIN THE SAME AS THE EXISTING POSTED SPEED LIMIT.

· WORK ZONE SPEED LIMIT = 25 MPH

· PROVIDE PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) ONE WEEK IN ADVANCE NOTIFYING THE START OF

CONSTRUCTION DATE.

· ROAD CLOSURE RESTRICTIONS WILL BE ALLOWED BETWEEN THE HOURS 8:00 AM TO 6:00 PM.

· UTILIZE STANDARD…