Drawings_and_Permits.pdf
PDF 22 MB Posted
- Solicitation number
- 140P5424R0008
About this file
This document contains drawings and permits related to the federal contract opportunity for Solicitation Number 140P5424R0008 to "REPAIR COLLAPSED STORM DRAIN AT CASTILLO DE SAN MARCOS". The contract is being issued by the Department of the Interior National Park Service Southeast Region. The solicitation requires products and services to repair the collapsed storm drain at the Castillo de San Marcos National Monument. No other details about the specific required products, services, pricing, response dates, award dates, or set asides are provided in this document. This appears to be a supplementary file containing drawings and permits, rather than the main solicitation document.
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Other files
| File | Type | Posted |
|---|---|---|
| Questions_and_Answers_0001.pdf | ||
| Sol_140P5424R0008_Amd_0001.pdf | ||
| Drawings_0001.pdf | ||
| Specifications.pdf | ||
| Wage_Determination.pdf | ||
| Sol_140P5424R0008.pdf | ||
| Past_Performance_Questionnaire.pdf |
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Text version
RULE 14-86.004, F.A.C. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
DRAINAGE CONNECTION PERMIT
850-040-06
ROADWAY DESIGN
02/19
To be completed by DOT
Drainage Connection Permit No. Date
Received By Maintenance Unit
State Road No. Work Program Project No.
Section No. Construction Project No.
Milepost Station
Instructions for Drainage Connection Permit
Pursuant to 14-86.004(5), F.A.C. Once approved by the Department, the drainage connection application and supporting documents become the Drainage Connection Permit.”
Each completed Drainage Connection Permit package shall include the following items. If an item does not apply to your project, indicate “Not Applicable” or “N/A.”
Included Part Title Completed by: Special Instructions 1 Permit Information Sheet Applicant 2 Certification by a Licensed
Professional Licensed Professional
Signed and Sealed
3 Certification Applicant Signature 4 Owner’s Authorization of a
Representative Owner Signature
5 Affidavit of Ownership or Control and Statement of Contiguous Interest
Owner Signature
6 Permit General Conditions FDOT 7 Permit Special Conditions FDOT 8 As-Built Certification Licensed
Professional Signed and Sealed – Submit within 15 working days of completion of construction
Attachment Legal Description Attachment Photographs of Existing
Conditions Attachment Location Map Attachment Grading Plan
Licensed Professional
Signed and Sealed Attachment Soil Borings Attachment Water Table / Percolation Attachment Calculations Attachment CD with Electronic Files of all
Submittal Items Scanned Images in pdf format
Note: Different Licensed Professionals may complete parts of the permit package. For example, the Licensed Professional signing and sealing the as-built certification may be different from the Licensed Professional who signed and sealed the calculations for the permit package.
EXCEPTIONS: Activities that qualify for an Exception are listed in Rule 14-86, F.A.C. A permit application to the Department is NOT required. However, if you desire verification whether the work qualifies for an exception, send a completed copy of this permit package with its requested information to the applicable FDOT District Office.
2023-D-297-00025
5/26/2023 One-Stop Permitting System
Approved 2023-D-297-00025 Christopher Pogue
6/23/2023
850-040-06
ROADWAY DESIGN
02/19
PART 1 – Permit Information Sheet
Select one: Permit Exception
Pursuant to 14-86.002(2), F.A.C. “Applicant means the owner of the adjacent property or the owner’s authorized representative.”
Applicant
Select one: Property Owner Owner’s Representative (Complete Part 4)
Name:
Title and Company:
Address:
City: State: Zip:
Telephone: FAX: Email:
Property Owner (If not applicant)
Name:
Title and Company:
Address:
City: State: Zip:
Telephone: FAX: Email:
Applicant's Licensed Professional
Name: Florida License Number:
Title and Company:
Address:
City: State: Zip:
Telephone: FAX: Email:
Project Information:
Project Name:
Location:
STREET SR. NO. US HWY NO. CITY
COUNTY SECTION(S) TOWNSHIP(S) RANGE(S)
*Geographic Coordinates: Latitude (DMS.SSS): Longitude (DMS.SSS):
Benchmark Horizontal Datum: (/ .)
* State Plane Coordinates: Northing Easting:
Projection Zone: Florida North Florida East Florida West
Coordinate shall be the center of the driveway intersection with FDOT R/W, or, if there is no driveway connection, near the center of the property line nearest the state highway.
*Check with the FDOT Office for requirement.
315 E Robinson Street, Suite 400
-81.3115860748961
32084
SR A1A
29.8960906546504
(407) 484-0085 ext. ______
San Marco- Castillo de San Marcos National Monument
1 Castillo Drive
Florida
Civil Section Manager, HDR
72469
Gordon_Wilson@nps.gov
St. Johns
Superintendent, National Park Service
32801
FloridaSaint Augustin
Orlando
(904) 829-6506 ext. ______ ben.ellis@hdrinc.com
Gordon Wilson
Benjamin Ellis
Approved 2023-D-297-00025
RULE 14-86.004, F.A.C.
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
850-040-06
ROADWAY DESIGN
02/19
Brief description of facility and proposed connection:
Briefly describe why this activity requires a Drainage Connection Permit (Include where the stormwater will discharge to FDOT right of way):
This project requires an FDOT drainage connection permit because of the increase in drainage area flowing into the FDOT owned storm network on Castillo Drive. This project will also be modifying an existing connection to a structure within the FDOT right-of-way.
The project is located at the Castillo de San Marcos National Monument in Saint Augustine, Florida.
The proposed work is to replace and upgrade the existing stormwater system onsite and reroute the drainage into the FDOT operated storm network located on Castillo Drive that outfalls into the Mantanzas River.
Approved 2023-D-297-00025
850-040-06
ROADWAY DESIGN
02/19
PART 2 Certification by a Licensed Professional
In accordance with Rule 14-86, Florida Administrative Code (F.A.C.), I hereby certify that the following requirements are and/or will be met.
This project has been designed in compliance with all applicable water quality design standards as required by state or federal governmental entity(ies).
14-86.004(3)(f) (F.A.C.): Certification by a Licensed Professional that the complete set of plans and computations complies with one of the following Rules Sections:
14-86.003(2)(a) (F.A.C.), or 14-86.003(2)(b) (F.A.C). (check one)
I further certify that a National Pollutant Discharge Elimination System (NPDES) permit for stormwater discharges associated with industrial activity from construction sites is required is not required. (check one)
I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment.
This certification shall remain valid for any subsequent revision or submittal of plans, computation or other project documents by me.
Name of Licensed Professional:
Florida License Number:
Company Name (if applicable):
Certificate of Authorization Number (if applicable):
Address:
City: State: Zip:
Telephone: Fax: Email:
Signature of Licensed Professional
Date
(Affix Seal)
72469 ben.ellis@hdrinc.com
HDR
Orlando 315 E Robinson Street, Suite 400
(407) 484-0085 ext. ______
Florida 32801
Benjamin Ellis
Approved 2023-D-297-00025 Christopher Pogue
6/23/2023
Ben Ellis - HDR Typewritten Text x
Ben Ellis - HDR Typewritten Text x
850-040-06
ROADWAY DESIGN
02/19
PART 3 Certification by Applicant
I hereby certify that the information in this submittal is complete and accurate to the best of my knowledge.
Date:
Name (Printed):
Title and Company:
Address:
Phone Number: E-mail address:
PART 4
I (we), the owner, , do hereby authorize the following person, or entity, as my representative:
Name (Printed):
Title and Company:
Address:
Phone Number: E-mail address:
Part 5 Affidavit of Property Ownership or Control and Statement of Contiguous Interest
I, , certify that I own or lawfully control the following described property:
Does the property owner own or have any interests in any adjacent property?
No Yes If yes, please describe.
We will not begin on the drainage connection until I receive the Permit and I understand all the conditions of the Permit.
When work begins on the connection, I am accepting all conditions listed in the Permit.
Name (Printed):
Address:
Phone Number:
Signature: Date:
Ben
Approved 2023-D-297-00025 Christopher Pogue
6/23/2023 swludyka Typewritten Text Benjamin Ellis, PE swludyka Typewritten Text
HDR
swludyka Typewritten Text 407.420.4192 swludyka Typewritten Text
(FL/AL/MS), PMP, LEED AP
swludyka Typewritten Text 315 E Robinson St. Suit 400 Orlando, FL 32801 swludyka Typewritten Text Ben.Ellis@hdrinc.com swludyka Typewritten Text U.S. National Park Service: Built by the Spanish in St. Augustine to defend Florida and the Atlantic trade route, Castillo de San Marcos National Monument preserves the oldest masonry fortification in the continental United States and interprets more than 450 years of cultural intersections.
swludyka
1 S Castillo Dr, Saint Augustine, FL 32084 swludyka Typewritten Text 904.829.6506 swludyka
Gordon J Wilson
850-040-06
ROADWAY DESIGN
02/19
PART 6 Permit General Conditions
1. This permit is a license for permissive use only and does not convey any property rights either in real estate or material, or any exclusive privilege and it does not authorize any injury to private property or invasion of private rights, or any infringement of Federal, State or local laws, rules or regulations; nor does it obviate the necessity of obtaining any required state or local approvals.
2. The drainage connection as authorized herein shall be constructed and thereafter maintained in accordance with the documents attached hereto and incorporated by reference herein. All work performed in the Department's right of way shall be done in accordance with the most current Department standards, specifications and the permit provisions. Such construction shall be subject to the inspection and approval of the Department, and the Department may at any time make such inspections as it deems necessary to assure that the drainage connection is in compliance with this permit.
3. The entire expense of construction within the Department right of way, including replacement of existing pavement or other existing features, shall be borne by the permittee.
4. The permittee shall maintain that portion of the drainage connection authorized herein located on p property in good condition. The Department shall maintain that portion of the drainage connection authorized herein located within its right of way.
5. If the drainage connection is not constructed, operated or maintained in accordance with this permit, the permit may be suspended or revoked. In this event modification or removal of any portion of the drainage connection from the Department's right of way shall be at the permittee's expense.
6. The Department reserves the right to modify or remove the drainage connection to prevent damage or in conjunction with road improvements.
7. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the Department's right, title, and interest in the land to be entered upon and used by the permittee, and the permittee will, at all times, assume all risk of and indemnify, defend and save harmless the Department from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said permittee of these rights and privileges, regardless of the respective degrees of fault of the parties.
8. Utilities, including gas lines, may exist within the right of way. Prior to beginning work the permittee shall contact Sunshine State One Call of Florida, Inc at 811 or 800-432-4770, who will notify all utility owners near the scheduled project. The utility owners have two (2) full business days to provide locations of their respective facilities. The permittee shall be solely responsible for any damage to or conflicts with gas lines, utilities and/or third persons.
9. The permittee shall notify the Department of Transportation Maintenance Office located at Phone 48 hours in advance of starting any work on the drainage connection authorized by this permit and also 24 hours prior to any work within the right of way. Construction of any work on the right of way shall be completed within days after such notification. If such construction is not completed within days after such notification, the permittee shall notify the Department of the anticipated completion date.
10. This permit shall expire if construction on the drainage connection is not begun within one year from the date of approval and if construction on the drainage connection is not completed by (Date) .
11. A permittee may request an extension of the Drainage Connection Permit expiration date by filing a written request for a permit time extension. All requests for time extensions must be received by the Department 15 working days prior to the expiration date.
12. All the provisions of this permit shall be binding on any assignee or successor in interest of the permittee.
6/23/2024
Approved 2023-D-297-00025
850-040-06
ROADWAY DESIGN
02/19
PART 7 Permit Special Conditions To be completed by FDOT
The above request has been reviewed and has been found to meet the regulations as prescribed in Rule 14-86, F.A.C., and is hereby approved, subject to the following special conditions:
Department of Transportation:
Signature
Title Date
Christopher Pogue
MAINTENANCE MANAGER/PERMITS 6/23/2023
NOTE: If dewatering into the Department's drainage system is required, a General Use permit shall be required.
Robert White is the Permit Inspector for this permit. Please contact Robert a minimum of two (2) business days prior to the beginning and immediately upon completion. Robert can be reached at
(904) 759-1730 or robert.white@dot.state.fl.us.
Approved 2023-D-297-00025
850-040-06
ROADWAY DESIGN
02/19
PART 8 As-Built Certification
Within 15 working days of completion of construction, you must send this certification to the Department office in which you filed your DOT Drainage Permit.
1. STORMWATER FACILITY INFORMATION
Permit No.:
Source (Project) Name:
Source Location: Street
City: County:
Source Owner:
Owner Address:
2. AS-BUILT CERTIFICATION
I hereby certify that this stormwater facility has been built substantially in accordance with the certified design plans, and that any substantial deviations (noted below) will not prevent the facility from functioning in compliance with the requirements of Chapter 14-86 F.A.C. when properly maintained and operated. These determinations have been based upon on-site observation of construction, scheduled and conducted by me or by a project representative under my direct supervision.
Name of Licensed Professional:
Florida License Number:
Company Name (if applicable):
Certificate of Authorization Number (if applicable):
Address:
City: State: Zip:
Telephone: Fax: Email:
Signature of Licensed Professional
Date
(Affix Seal)
Substantial deviations from the approved plans and specifications (attach additional sheets if required).
Approved
2023-D-297-00025
SPECIAL PROVISIONS:
All work performed within the department’s right-of-way shall conform to the most current edition of the following publications:
o Standard Specifications for Road and Bridge Construction (English).
o FDOT Standards Index (English) o FDOT Plans Prep Manual o FDOT Flexible Pavement Design Manual for New Construction and Pavement
Rehabilitation
(Should a conflict arise between the details shown in the plans and the Department of Transportation Standards the Engineer/Applicant shall immediately confer with the Department’s engineer to resolve the discrepancy.)
Robert White is the Permits Inspector for this permit. Please contact Robert a minimum of two
(2) business days prior to beginning and immediately upon completion. Robert can be reached via email only. His work schedule is Tuesday – Friday, 7:00 am – 5:30 pm.
Robert.white@dot.state.fl.us
All lanes must be opened for traffic during an evacuation notice of a hurricane or other catastrophic event and shall remain open for the duration of the evacuation or event.
Lane closures associated to the permitted work shall be submitted for review and approval via the St. Augustine Permits Office. Please contact the assigned Inspector / Coordinator that is on page two of the approved permit. Lane closures shall be submitted one week in advance and due no later than Wednesday at 5:30 pm.
Lane Closure Template:
Please send the information below to the assigned FDOT Inspector/Coordinator the week prior to the proposed closure for review and approval. All requests need to be submitted by Wednesday at 5:30 the week prior. Late submittals will not be approved. Any questions/concerns, please contact the St. Augustine Permits Office at 904-825-5036.
Permit Number:
County:
Road Name:
Nearest Cross Street:
What Direction:
What lane:
Start Date:
End Date:
Start Time:
End Time:
Reason for closure: Approved
2023-D-297-00025 Christopher Pogue mailto:Robert.white@dot.state.fl.us
Point of Contact:
Company:
Mobile Number:
Daytime lane closures may only occur from 9:00 a.m. - 3:30 p.m., Mon.-Thurs. Notice must be given by 5:00 p.m. the Wed. prior to closure. Contact the assigned Inspector or Coordinator to ensure the closure is submitted and approved prior to closing any State Roadway.
No daytime lane closures between the hours of 6:00 a.m. until 7:00 p.m. without a lane closure analysis being completed.
Add note: Any incidentally damaged sidewalk shall be replaced joint to joint per current Standard Plans Index 522-001 and FDOT Design Manuel.
Add note: Restoration shall occur immediately for drainage areas & within 1 week after final completion to existing or better conditions per UAM.
All disturbed areas with the department’s right-of-way will restored to original or better condition by grading and sodding the area disturbed (Bermuda in urban, Bahia in rural).
Approved 2023-D-297-00025
Pollution Prevention
Did You Know???
For every acre under construction, about a dump truck and a half of soil washes into the storm system and into a nearby stream/Creek unless the contractor uses proper erosion control.
Best Management Practices (BMPs) for Erosion and Sedimentation Control at Construction Sites
Did you know that uncontrolled erosion run-off from a construction site will most likely end up in a creek or lake? Eroding construction sites are a leading cause of water quality problems in Florida. Turbid run-off from construction sites enters nearby storm sewer systems that discharge directly to water bodies. This cloudy water can:
• smother vegetation and other in-stream habitats,
• prevent light penetration within the water body,
• clog gills of fish and other aquatic organisms, and
• transport toxic metals and other compounds to our surface waters.
Erosion control is easy and can be relatively inexpensive. When developing your erosion control plan remember to apply the principals of erosion and sediment control:
• Fit development to the terrain
• Install protective measures before any clearing or earth moving
• Time grading and construction to minimize soil exposure
• Retain existing vegetation wherever possible
• Vegetate and mulch denuded areas
• Divert runoff away from denuded areas
• Minimize length and steepness of slopes
• Keep runoff velocities low
• Prepare conveyances and outlets to handle increased flows
• Trap sediment on site
• Inspect and maintain control measures
A properly installed silt fence can prevent sediments from migrating off site.
The use of best management practices (BMPs) for sedimentation and erosion control for all excavations are now required. BMPs must provide equal or better protection than those currently compiled by the Florida Department of Environmental Protection.
Approved 2023-D-297-00025
Construction Entrances
• Remove vegetation, roots, and other material from entrance.
• Lay down geotextile then 6 inches of
FDOT No. 1 Coarse Aggregate on top.
• The length of entrance must be at least
50 feet.
• Maintain as needed to prevent tracking or flow of mud onto public rights-of-way.
Silt Fences
• Install within 24 hours of land disturbance.
• Bury 8 inches of fabric in trench.
• Leave no gaps (overlap or twist ends together).
• Maintain and repair until a ground cover is established.
Soil Piles
• Locate away from downslope streets, driveways, streams, wetlands, lakes, etc.
• Keep covered with plastic sheeting.
• Carefully wet down exposed soil to keep dust and erosion to a minimum.
Storm Sewer Inlet Protection
• Protect nearby storm sewer inlets with straw or synthetic bale, synthetic fabric, filter sock, or other measure.
• Inspect, repair, and replace as needed, and remove sediment deposits after every storm.
Sediment Cleanup
• Remove soil tracked onto the street after each workday.
• Cleanup all soil that has washed off site following a storm.
Preserving Existing Vegetation
• Preserve existing trees, shrubs, and other vegetation whenever possible.
• To prevent root damage, do not grade, place soil piles, or park vehicles near trees marked for preservation.
• Place plastic mesh around trees extending to the drip line to protect the area below their branches.
Revegetation
• Seed, sod, or mulch bare soil as soon as possible. Vegetation is the most effective way to control erosion.
Seeding and Mulching
• Spread and compact 2 – 4 inches topsoil.
• Seed with appropriate mix for site and season.
• Rake lightly to cover seed with ¼ inch of soil.
• Mulch with anchored straw.
• Gently water every other day until grass is 2 inches tall.
Sodding
• Leave or replace 4 inches of topsoil.
• Lightly water soil before laying sod.
• On slopes, lay sod starting at the bottom and work toward the top, laying in a brickwork pattern. Peg each piece down in several places.
• Use sod from sources certified by the Division of Plant Industry as “noxious weed-free”.
• Initial watering should wet soil 6 inches deep. Then water lightly every other day to keep soil moist.
TIPS FOR COMMONLY USED
BMPs
For more information contact:
Alan Obaigbena, P.E
Florida Department of Transportation
800-749-2967 extn 7064
For additional information regarding erosion and sediment control, refer to the “Florida Development Manual: A Guide to Sound Land and Water Management” and the FDEP “Stormwater, Erosion, and Sedimentation Control Inspector Manual”.
Approved 2023-D-297-00025
Information Required for Dewatering Approval for FDOT Permits
Please provide the following at the time of application. If your permit was previously approved, please submit this information as soon as you recognize the need for dewatering activities:
Dewatering Plan, signed and sealed by a Professional Engineer of a Professional Geologist, which addresses the following:
o Project Background and dewatering requirements o Plan and profile view of dewatering systems o Subsurface soil and groundwater conditions in the project area o The hydraulic conductivity of the sub-soils present at the site o The nature, locations, and depths of subsurface installations for the dewatering systems o The nature, locations, and detailed dewatering pump(s) information o The general route of discharge and all points of discharge o The estimated groundwater extraction and discharge rates for system o The Best Management Practices to control turbidity and erosion at the discharge location.
FDEP Generic Permit for Discharge of Produced Ground Water from Non-Contaminated Site Activity
WMD Noticed General Permit for Short Term Construction Dewatering Activities will be required if :
o Withdrawal is over 300,000 gallons per day o Withdrawal exceeds 30 days duration o The capacity of the pump is over 1,000,000 gallons per day
A Short-Term Construction Dewatering Permit can be issued for activities when:
1. The withdrawal method is a well-point system or vacuum underdrain (sock).
2. A hydraulic pump is used to maintain or repair existing permitted systems, and discharges through the permitted control structure.
3. The withdrawal method does not discharge directly into an OFW, Class I or Class II water body (“not directly” means a mixing zone or dispersal method must be employed).
4. The withdrawal method cannot be used on lands used for industrial purposes or landfills.
5. The maximum total withdrawal does not exceed 180 million gallons (maximum daily for first 5 days (<6 mgd, thereafter <4 mgd. Average daily for first 60 days = 2 mgd and = 1 mgd for duration).
6. The maximum duration does not exceed 180 days.
7. Turbidity control measures are in place when needed.
8. No adverse impacts occur off-site.
Note A – Exceeding the above Short-Term Construction Dewatering Permit thresholds will require a general or individual CUP based on project rate/volume thresholds.
Note B – Dewatering projects with numerous phases and/or contractors may not qualify for Short-Term Construction Dewatering Permits based on the connectivity/complexity of the project and will be assessed on a case-by-case basis.
Proposed steps and effort to be taken to prevent offsite flooding, if not addressed in the Dewatering Plan.
Approved 2023-D-297-00025
Approved 2023-D-297-00025
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Approved 2023-D-297-00025
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(IN FEET)GRAPHIC SCALE
EXISTING CONDITION CONTOURS WERE DETERMINED
USING LIDAR DATA FROM THE UNIVERSITY OF SOUTH
FLORIDA IN 2018. UTILITIES ARE BASED UPON RECENT
FIELD OBSERVATIONS BY NATIONAL PARK SERVICE STAFF.
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REMOVE EXIST 156 LF
VCP STORM PIPE
REMOVE EXIST 152 LF
VCP STORM PIPE
FILL EXIST 76 LF
VCP STORM
PIPE WITH GROUT
FILL 31 LF EXIST
STORM PIPE
WITH GROUT
FILL EXIST 64 LF
VCP STORM
PIPE WITH GROUT
FILL EXIST 178 LF
VCP STORM
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FILL EXIST 38 LF
VCP STORM
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VCP STORM
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STORM PIPE
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FILL 21 LF EXIST
STORM PIPE
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FILL 40 LF EXIST
STORM PIPE
WITH GROUT
REMOVE 14 LF
EXIST STORM PIPE
REMOVE 12 LF
EXIST STORM PIPE
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Approved 2023-D-297-00025
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LIMITS OF DISTURBANCE
(LOD) 239,000 SF (5.49 AC)
LIMITS OF DISTURBANCE
(LOD) 239,000 SF (5.49 AC)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
TREE PROTECTION
BARRIER PER FDOT
INDEX 110-100 (TYP.)
TREE PROTECTION
BARRIER PER FDOT
INDEX 110-100 (TYP.)
TREE PROTECTION
BARRIER PER FDOT
INDEX 110-100 (TYP.)
TREE PROTECTION
BARRIER PER FDOT
INDEX 110-100 (TYP.)
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Approved 2023-D-297-00025
EROSION CONTROL NOTES:
EROSION PREVENTION AND SEDIMENT CONTROLS
SILT FENCE - TYPES A AND B
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W G
Approved 2023-D-297-00025
11 12
6 7 8 9
11 12 13
5 104 6
9 11
13 12 11
876543
5 4
12 11
6+
.1
0+
.0
1+00.00
2+00.00
3+00.00
4+
.0
5+
.0
6+
.0
7+00.00
7+72.73
12+57.70
8+00.00
9+00.00
+0
0.
+0
0.
12+00.00
+0
0.
+0
0.
+0
0.
+0
0.
16+74.94
CB
CB
CB
D
CB
CB
C B
C
BCB
C B
CB
CB
D
D
CB
39 LF 14"X23" RCP @ 0.25%
D-10
TYPE "C" DBI (FDOT INDEX 425-052)
STA 0+00.00
RIM:
14"X23" OUT (S) IE = 1.70
D-11
TYPE "C" DBI (FDOT INDEX 425-052)
STA 0+39.41
RIM:
14"X23" IN (N) IE = 1.60
14"X23" OUT (W) IE = 1.60
LF
4" X2
3" R
C P
.0 6%
D-12
TYPE "C" DBI (FDOT INDEX 425-052)
STA 1+94.53
RIM:
14"X23" IN (E) IE = 1.50
14"X23" OUT (W) IE = 1.50
LF
4" X2
3" R
C P
.0 7%
D-13
STORM MANHOLE (FDOT INDEX 425-001 & 425-010)
STA 3+45.55
RIM:
14"X23" IN (E) IE = 1.40
14"X23" IN (NW) IE = 1.40
14"X23" OUT (S) IE = 1.40
73 LF 14"X23" RCP @ 0.14%
D-13A
TYPE "C" DBI (FDOT INDEX 425-052)
STA 7+00.00
RIM:
14"X23" OUT (SE) IE = 1.50
173 LF 14"X23" RCP @ 0.06%
129 LF 14"X23" RCP @ 0.08%
D-14
TYPE "C" DBI (FDOT INDEX 425-052)
STA 5+18.60
RIM:
14"X23" IN (N) IE = 1.30
14"X23" OUT (S) IE = 1.30
D-15
14"X23" MES (FDOT INDEX 430-021)
STA 6+47.18
14"X23" IN (N) IE = 1.20
65 LF 14"X23" RCP @ 0.15%
D-20
TYPE "C" DBI (FDOT INDEX 425-052)
STA 8+00.00
RIM:
14"X23" OUT (NE) IE = 2.90
LF
"X
" R
CP @
0.
D-21
TYPE "C" DBI (FDOT INDEX 425-052)
STA 8+65.39
RIM:
14"X23" IN (SW) IE = 2.80
14"X23" OUT (SE) IE = 2.80
82 LF 14"X23" RCP @ 0.12%
D-22
TYPE "C" DBI (FDOT INDEX 425-052)
STA 9+61.25
RIM:
14"X23" IN (NW) IE = 2.70
14"X23" OUT (S) IE = 2.70
124 LF 14"X23" RCP @ 0.08%
D-23
TYPE "C" DBI (FDOT INDEX 425-052)
STA 10+43.61
RIM:
14"X23" IN (N) IE = 2.60
14"X23" OUT (SW) IE = 2.60
91 LF 14"X23" RCP @ 0.11%
D-25
14"X23" MES (FDOT INDEX 430-021)
STA 12+57.70
14"X23" IN (NW) IE = 2.40
D-24
TYPE "C" DBI (FDOT INDEX 425-052)
STA 11+67.18
RIM:
14"X23" IN (NE) IE = 2.50
14"X23" IN (SW) IE = 3.10
14"X23" OUT (SE) IE = 2.50
EX D-24A
EXISTING STORM INLET
STA 11+67.18
RIM:
14"X23" OUT (NE) IE = 3.60
D-30
14"X23" MES (FDOT INDEX 430-021)
STA 13+00.00
14"X23" OUT (S) IE = 2.40
138 LF 14"X23" RCP @ 0.15%
D-31
MODIFIED TYPE "C" DBI W/ J BOTTOM
(FDOT INDEX 425-052 & 425-010)
CONTROL STRUCTURE W/ INTERNAL
WEIR & ORIFICE - REFER TO DETAILS
STA 14+37.55
RIM:
14"X23" IN (N) IE = 2.20
14"X23" OUT (S) IE = 2.20
171 LF 14"X23" RCP @ 1.29%
D-32
STORM MANHOLE (FDOT INDEX 425-001 & 425-010)
STA 16+08.50
RIM:
14"X23" IN (N) IE = 0.00
14"X23" OUT (W) IE = -0.40
EX D-33
EXISTING STORM INLET
STA 16+74.94
RIM:
14"X23" IN (E) IE = -0.60
3.50
3.50
3.50
4.75
3.50
5.00
5.00
5.00
5.00
5.00
4.00
4.75
5.00
7.00
3.50
CONTRACTOR TO RESTORE
DISTURBED SIDEWALK TO
ORIGINAL CONDITION
CONTRACTOR TO RESTORE
DISTURBED SIDEWALK TO
ORIGINAL CONDITION
CONTRACTOR TO RESTORE
DISTURBED SIDEWALK TO
ORIGINAL CONDITION
CONTRACTOR TO RESTORE
DISTURBED SIDEWALK TO
ORIGINAL CONDITION
0 50 100 150
(IN FEET)GRAPHIC SCALE5/
/2
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Approved 2023-D-297-00025
8'8'
4'
4'
SIDEWALK JOINTS
0.50'
5/
/2
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Approved 2023-D-297-00025
850-040-06
ROADWAY DESIGN
02/19
PART 2 Certification by a Licensed Professional
In accordance with Rule 14-86, Florida Administrative Code (F.A.C.), I hereby certify that the following requirements are and/or will be met.
This project has been designed in compliance with all applicable water quality design standards as required by state or federal governmental entity(ies).
14-86.004(3)(f) (F.A.C.): Certification by a Licensed Professional that the complete set of plans and computations complies with one of the following Rules Sections:
14-86.003(2)(a) (F.A.C.), or 14-86.003(2)(b) (F.A.C). (check one)
I further certify that a National Pollutant Discharge Elimination System (NPDES) permit for stormwater discharges associated with industrial activity from construction sites is required is not required. (check one)
I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment.
This certification shall remain valid for any subsequent revision or submittal of plans, computation or other project documents by me.
Name of Licensed Professional:
Florida License Number:
Company Name (if applicable):
Certificate of Authorization Number (if applicable):
Address:
City: State: Zip:
Telephone: Fax: Email:
Signature of Licensed Professional
Date
(Affix Seal)
72469 ben.ellis@hdrinc.com
HDR
Orlando 315 E Robinson Street, Suite 400
(407) 484-0085 ext. ______
Florida 32801
Benjamin Ellis
Approved 2023-D-297-00025 Christopher Pogue
6/23/2023
Ben Ellis - HDR Typewritten Text x
Ben Ellis - HDR x
850-040-06
ROADWAY DESIGN
02/19
PART 3 Certification by Applicant
I hereby certify that the information in this submittal is complete and accurate to the best of my knowledge.
Date:
Name (Printed):
Title and Company:
Address:
Phone Number: E-mail address:
PART 4
I (we), the owner, , do hereby authorize the following person, or entity, as my representative:
Name (Printed):
Title and Company:
Address:
Phone Number: E-mail address:
Part 5 Affidavit of Property Ownership or Control and Statement of Contiguous Interest
I, , certify that I own or lawfully control the following described property:
We will not begin on the drainage connection until I receive the Permit and I understand all the conditions of the Permit.
Name (Printed):
Address:
Phone Number:
Signature: Date:
Ben
Approved 2023-D-297-00025 Christopher Pogue
6/23/2023 swludyka Typewritten Text Benjamin Ellis, PE swludyka Typewritten Text
HDR
swludyka Typewritten Text 407.420.4192 swludyka Typewritten Text
(FL/AL/MS), PMP, LEED AP
swludyka Typewritten Text 315 E Robinson St. Suit 400 Orlando, FL 32801 swludyka Typewritten Text Ben.Ellis@hdrinc.com swludyka Typewritten Text U.S. National Park Service: Built by the Spanish in St. Augustine to defend Florida and the Atlantic trade route, Castillo de San Marcos National Monument preserves the oldest masonry fortification in the continental United States and interprets more than 450 years of cultural intersections.
1 S Castillo Dr, Saint Augustine, FL 32084 swludyka Typewritten Text 904.829.6506 swludyka
Gordon J Wilson
850-040-06
ROADWAY DESIGN
02/19
PART 3 Certification by Applicant
I hereby certify that the information in this submittal is complete and accurate to the best of my knowledge.
Date:
Name (Printed):
Title and Company:
Address:
Phone Number: E-mail address:
PART 4
I (we), the owner, , do hereby authorize the following person, or entity, as my representative:
Name (Printed):
Title and Company:
Address:
Phone Number: E-mail address:
Part 5 Affidavit of Property Ownership or Control and Statement of Contiguous Interest
I, , certify that I own or lawfully control the following described property:
We will not begin on the drainage connection until I receive the Permit and I understand all the conditions of the Permit.
Name (Printed):
Address:
Phone Number:
Signature: Date:
Approved 2023-D-297-00025 Christopher Pogue
6/23/2023
Ben Ellis - HDR Text Box Benjamin Ellis
Ben Ellis - HDR Text Box May 26, 2023
Ben Ellis - HDR Text Box Civil Section Manager / HDR Engineering
Ben Ellis - HDR Text Box 315 E. Robinson Street, Suite 400, Orlando, FL 32801
Ben Ellis - HDR Text Box 407-420-4192
Ben Ellis - HDR Text Box Ben.Ellis@hdrinc.com
Ben Ellis - HDR Snapshot
| Sheets and Views |
| C100 - COVER SHEET |
| 2023-05-26T10:06:04-0400 | |
| Benjamin Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-05-26T09:20:59-0400 | |
| GORDON WILSON |
| 2023-05-26T09:25:08-0400 | |
| GORDON WILSON |
| 2023-05-26T09:26:02-0400 | |
| GORDON WILSON |
| 1: | |
| 7: | |
| 2: | |
| 3: | |
| 4: | |
| 8: | |
| 9: | |
| 10: | |
| 11: | |
| 12: | |
| 13: | |
| 14: | |
| 15: | |
| 16: | |
| 17: | |
| 5: | |
| 6: | |
| Text4: | |
| Text3: | |
| 2023-06-16T12:02:46-0400 | |
| Benjamin Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-05-26T10:06:04-0400 | |
| Benjamin Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-05-26T09:20:59-0400 | |
| GORDON WILSON |
| 2023-05-26T09:25:08-0400 | |
| GORDON WILSON |
| 2023-05-26T09:26:02-0400 | |
| GORDON WILSON |
File details come from the government source that posted it. Updated .