2025.12.09_-_Train_Depot_-_Civil_Plans-SS.pdf
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- Attached to
- Facility Condition Assessment
- Solicitation number
- 2026-002
- Issued by
- Polk County, Florida
About this file
This is a civil construction plans document for the City of Zephyrhills, prepared by Kimley-Horn and Associates, Inc., detailing parking lot improvements at the Train Depot Museum located at 39110 South Avenue, Zephyrhills, Florida 33542. The project encompasses two parcels (Parcel 1 and Parcel 2) as legally described in Pasco County records and includes demolition, erosion control, site restoration, grading, drainage improvements, asphalt paving, concrete work, ADA-compliant parking upgrades, curbing, striping, and stormwater management infrastructure. The construction plans consist of seven sheets: Cover Sheet, General Notes, Existing Conditions Survey, Demolition and Erosion Control Plan, Site Plan, Grading and Drainage Plan, and General Details. The site plan indicates the removal of existing concrete and asphalt, milling and resurfacing of pavement, construction of Type D curbing, installation of accessible parking spaces with wheel stops, and creation of a proposed stormwater retention pond with geoweb slope stabilization. The project was prepared for the City of Zephyrhills with approval stamps dated 5/7/25, and the civil engineer of record is Dustin Ballard, P.E., with Kimley-Horn and Associates, Inc. (Registry No. 3510604879). The surveying and mapping work was completed by DC Johnson Associates Surveying and Mapping.
The plans specify detailed engineering requirements including ADA compliance standards with maximum slope specifications of 5.0 percent along travel paths, 2.0 percent cross slope in accessible areas, and 4:1 maximum slopes in turf areas. The stormwater pond design includes specifications with a top elevation of 89.0 feet and bottom elevation of 85.0 feet, incorporating a skimmer with top elevation of 89.50 feet and bottom elevation of 88.25 feet, and an overflow weir measuring 75 feet in width. Spot grades are provided throughout the site plan to guide construction activities, with contractor responsibilities including adjustment of existing sanitary sewer manholes, electrical manholes, fire hydrants, valve boxes, water meters, and storm manholes to match proposed finished grades. The plans contain comprehensive general construction notes, historic resources statements, as-built survey and minimum testing requirements, maintenance of traffic notes, and FDOT construction standards applicable to the project.
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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
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APPROVAL STAMPS:
SITE
AERIAL MAP
SCALE: 1" = 500'
PROJECT LOCATION
KIMLEY-HORN AND ASSOCIATES, INC.
DUSTIN BALLARD, P.E.
200 CENTRAL AVENUE, SUITE 600
ST. PETERSBURG, FL 33701
PHONE: (727) 547-3999
PROJECT DESIGN TEAM
DC JOHNSON ASSOCIATES
SURVEYING AND MAPPING
LICENSED BUSINESS NO. 4514
11911 S. CURLEY STREET
SAN ANTONIO, FL 33576
PHONE: (352) 588-2768
EMAIL: SURVEY@DCJOHNSON.COM
WWW.DCJOHNSON.COM
SURVEYCIVIL ENGINEER
PARCEL ID
13-26-21-0000-00500-0000
SECTION: 13 TOWNSHIP: 26S RANGE: 21E
TRAIN DEPOT MUSEUM
PARKING LOT IMPROVEMENTS
ZEPHYRHILLS, FL
39110 SOUTH AVE.
ZEPHYRHILLS, FL 33542
CONSTRUCTION PLANS PREPARED FOR
SITE
AERIAL MAP
SCALE: 1" = 200'
LEGAL DESCRIPTION:
C-001
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SHEET LIST TABLE
SHEET
NUMBER SHEET TITLE
C-001 COVER SHEET
C-001 GENERAL NOTES
C-100 EXISTING CONDITIONS (SURVEY)
C-201 DEMOLITION AND EROSION CONTROL PLAN
C-301 SITE PLAN
C-401 GRADING & DRAINAGE PLAN
C-500 GENERAL DETAILS
DESCRIPTION:
PARCEL 1: (per Pasco Property Appraisers Office)
Commence at the Northwest corner of Section 13, Township 26 South, Range 21 East, Pasco County, Florida, thence East along the centerline of South Avenue 692.80 feet, thence South 33.00 feet to a point on the South right-of-way line of South Avenue for a POINT OF BEGINNING, thence South 220.00 feet, thence East 126.00 feet, thence S.28°07'51W. 267.24 feet, thence South 104.32 feet, thence West 82.54 feet to a point on the East boundary of EASY ACRES SUBDIVISION (per Plat Book 10 Page 100), thence N.00°01'30"W 560.00 feet to a point on the South right-of-way line of South Avenue, thence East along said South right-of-way line a distance of 82.79 feet to the POINT OF BEGINNING.
AND
PARCEL 2: (per Official Records Book 3518 Page 1898, of The Public Records of Pasco County)
That portion of the Northwest 1/4 of Section 13, Township 26 South, Range 21 East, Pasco County, Florida, described as follows:
Commencing at a concrete monument at the Northeast corner of Lot 7, Easy Acres - Second Addition subdivision, as recorded in Plat Book 14, Page 56, Public Records of Pasco County, Florida (same being the Northwest corner of Lot 1, Block B, Highland Park subdivision, as recorded in Plat Book 3, Page 39, Public Records of Pasco County, Florida) for a POINT OF BEGINNING: thence run East 317.32 feet to an iron rod which lies 65.00 feet Northwesterly from and perpendicular to the centerline of the S.C.L Railroad right-of-way; thence S.28°07'51"W. along a line parallel with the centerline of said S.C.L Railroad, 573.41 feet to an iron rod, thence West 46.97 feet to an iron rod situated on the East line of said Easy Acres - Second Addition subdivision; thence North, 50.00 feet along said East line to an iron rod; thence N.28°07'51"E. along the East line of said Easy Acres - Second Addition subdivision and the Northeasterly extension thereof, 277.45 feet to an iron rod; thence West
130.81 feet to an iron rod on the East line of Easy Acres - Second Addition subdivision; thence North along the East line of Easy Acres - Second Addition subdivision, 211.00 feet to the POINT OF BEGINNING; all being a portion of Blocks B and C and Walnut Avenue and Cherry Avenue of Highland Park subdivision, as recorded in Plat Book 3, Page 39, Public Records of Pasco County, Florida dustin.ballard Stamp dustin.ballard Stamp
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GENERAL CONSTRUCTION NOTES
HISTORIC RESOURCES STATEMENT
RECORD AS-BUILT SURVEY AND MINIMUM TESTING REQUIREMENTS MAINTENANCE OF TRAFFIC NOTES
FDOT CONSTRUCTION NOTES
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NORTH
LEGEND
PROPERTY LINE
REMOVE CONCRETE
MILLING & RESURFACING
CLEARING AND GRUBBING
SILT FENCE
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20.0'
24.0'
20.0' (TYP.)
20.0'
24.0'
20.0' (TYP.)
24.0'
24.0'
R10.0'
R16.0'
R40.0'
24.0' 12.0'
24.0'
CONC. FLUME
SEE SHEET C-500 - GENERAL DETAILS
6" WHITE (TYP.)
14.0'
R3.0'
R10.0'
R3.0'
R8.0'
R8.0'
9.0' (TYP.)
TYPE D CURB
BEGIN TYPE D CURB
TYPE D CURB
TYPE D CURB
R3.0'
R3.0' R3.0'
R3.0'
MATCH EXIST. ASPHALT
BEGIN TYPE D CURB
MATCH EXIST. CURB 12.0'
5.0'
12.0' 5.0'
12.0' 10.5'
126.0'
R1.0'
R1.0'
6.5'
TYPE D CURB
MATCH EXIST. CURB
CONST. TYPE D CURB
SEE SHEET C-500 - GENERAL DETAILS
PROPOSED ACCESSIBLE PARKING
SEE SHEET C-500 - GENERAL DETAILS
PROP. CONC WHEEL STOP (TYPICAL)
SEE SHEET C-500 - GENERAL DETAILS
12.0' 10.0' 10.0' 10.0' 10.0' 10.0'
EXIST. ACCESSIBLE PARKING
SIGNS TO REMAIN
EXIST. CONC. SIDEWALK
TO REMAIN
PROPOSED STORMWATER POND
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PROPOSED SIGN
FULL BUILD ASPHALT PAVEMENT
LEGEND
PROPERTY BOUNDARY
MILLING & RESURFACING
EXISTING ASPHALT
EXIST. CONCRETE
dustin.ballard Stamp
90.0
91.0
92.0
93.0
90.0
90.0
91.0
92.0
93.0
90.0
91.0
92.0
93.0
+4
7.
+6
7.
+8
8.
+1
5.
+3
3.
+5
3.
+6
4.
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7.
1.
2.
1.
1.
1.
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0.46%0.16%0.33%0.46%
1.58%0.01%0.23%0.55%
90.37 90.22 89.91 89.64 TC
89.14 TP
86.47
88.95
89.55 TC
89.05 TP
90.33 TC
89.83 TP
90.78 TC
90.28 TP
91.52 TC
91.02 TP
92.37 TC
91.87 TP
91.11 TC
90.61 TP
91.69 TC
91.19 TP
92.28 TC
91.78 TP
92.88 TC
92.38 TP
93.00 TC
92.50 TP
93.20 TC
92.70 TP
93.23 TC
92.73 TP
93.27 TC
92.77 TP
93.16 TC
92.66 TP
93.44 TC
92.94 TP
92.17 TC
91.67 TP
92.00 TC
91.50 TP
91.69 TC
91.19 TP
91.51 TC
91.01 TP
89.52 TC
89.02 TP
91.21 TC
90.71 TP90.89 TC
90.39 TP
91.27 TC
90.77 TP
91.57 TC
91.07 TP
92.83 TC
92.33 TP
94.08 TC
93.58 TP
93.96 TC
93.46 TP
92.90 TC
92.40 TP
90.52 TC
90.02 TP
90.55 TC
90.05 TP
89.68 89.39
MATCH EXIST.
MATCH EXIST.
MATCH EXIST.
89.79
0.
1.
0.
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1.55%
1.47%
1.47%
1.17%
1.13%
4:1
4:1
4:
4:
1 4:1
Horizontal 4:1
4:1
4:
OVERFLOW WEIR- SEE DETAIL
SKIMMER
TOP EL:89.50'
BOTTOM EL: 88.25'
PROPOSED STORMWATER POND
TOP OF POND: 89.0'
BOTTOM OF POND:85.0'
GEOWEB SLOPE
STABILIZATION
SEE DETAIL ON SHEET C-600
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NOTES
1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED.
2. CONTRACTOR TO VERIFY A.D.A. COMPLIANCE. FOR ANY QUESTIONS CONTACT
CIVIL ENGINEER IMMEDIATELY.
3. GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY
CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO
EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE
AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS.
4. CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL
MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES
ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY.
5. MAXIMUM SLOPE IN TURF AREAS SHAL BE 4:1.
6. REFER TO LANDSCAPE PLANS FOR GRADING DETAILS IN LANDSCAPE AREAS.
LEGEND
PROPERTY BOUNDARY
PROPOSED TYPE "D" CURB
LIMITS OF DISTURBANCE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SLOPE
PROPOSED SPOT GRADE
XX.XX
PROPOSED SPOT GRADE
TOP OF CURB
XX.XX TC
PROPOSED SPOT GRADE
MATCH EXISTING GRADE
XX.XX ME
FULL BUILD ASPHALT PAVEMENT
MILLING & RESURFACING
EXISTING ASPHALT
EXIST. CONCRETE
GEOWEB SLOPE
STABILIZATION
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C-500
EXISTING PROPOSED
ASPHALT MILL AND RESURFACE
FLUSH CONCRETE SIDEWALK
& PAVEMENT SECTION
SECTION
CONCRETE WHEEL STOP
TYPE "D" CURB DETAIL
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HANDICAPPED PARKING/MARKING DETAIL
POND 1 WEIR
A
TOB
B
WEIR TOP
EL
C
TOTAL
WEIR
WIDTH
D
WEIR BOTTOM
WIDTH
E
WEIR BOTTOM
EL
89.00' 89.00' 75.00' 25.00' 88.75'
BOTTOM OF POND (85.0')
A
1:20 E
C
SKIMMER
POND 1 SKIMMER
F
TOP EL
G
BOTTOM
EL
89.50' 88.25'
1:20
B
SKIMMER
E
1:20 1:20
TOP OF POND (89.0')
TOP OF POND (89.0')
D
D
C
G
F
EMBEDDED INTO SIDE
SLOPE OF STORM
WATER POND
dustin.ballard Stamp
| Sheets and Views |
| C-001 COVER SHEET |
| C-001 GENERAL NOTES |
| C-100 EXISTING CONDITIONS (SURVEY) |
| C-201 DEMOLITION AND EROSION CONTROL PLAN |
| C-301 SITE PLAN |
| C-401 GRADING & DRAINAGE PLAN |
| C-500 GENERAL DETAILS |
| 2025-12-09T09:34:34-0500 | |
| Dustin M Ballard |
File details come from the government source that posted it. Updated .