2024-09-24_Driftwood_Parking_Facility_Civil_Plans_S&S.pdf

PDF 14 MB Posted Dec 9, 2024

Attached to: Driftwood Road Municipal Parking Facility
Solicitation number: ITB 24-34
Issued by: Walton County, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

The document is a comprehensive set of site construction documents for the Driftwood Road Municipal Parking Facility project in Walton County, Florida, prepared by Atkins engineering firm. The project involves constructing a municipal parking facility on a 1.25-acre site, featuring 67 standard parking spaces (including 3 ADA and 4 electric charging spaces), 15 golf cart parking spaces, 30+ bicycle parking spaces, a public restroom, and transit building. The facility will incorporate pervious parking areas, exfiltration trenches, and stormwater management systems. The construction documents are dated August 2023, with the project to be completed within 300 days of substantial completion, with an additional 30 days for punch list items.

The site plans detail specific technical specifications, including a 58.4% impervious surface ratio (against a 60% maximum), with 41.6% of the site dedicated to pervious areas and open space. The project includes infrastructure elements such as a 1.5" water main service, sanitary sewer connections, relocated fiber optic cables, and two outdoor shower stations. The design emphasizes environmental considerations, with features like exfiltration trenches, pervious pavement, and careful stormwater management. The project will be governed by Walton County, Regional Utilities, and Florida Department of Transportation standards, with coordination required among various utility providers including South Walton Utility Co. Inc. and multiple local telecommunications and utility companies.

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Driftwood_Road_Municipal_Parking_Facility_(Addendum_#7_Revision).pdf	PDF	Jan 20, 2025
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Sheet Index Subm./Rev.

Sheet Id. Sheet Title 1 2 3 4 5 C0.00 Cover Sheet ■ ■ ■

C0.01 General Notes ■ ■ ■

C1.00 Existing Conditions & Demolition Plan ■ ■ ■

C2.00 Erosion Control Plan & Details ■ ■ ■

C3.00 Site Plan ■ ■ ■

C3.10 Site Details ■ ■

C4.00 Grading Plan ■ ■ ■

C4.10 Grading Details ■ ■ ■

C5.00 Drainage Plan ■ ■ ■

C6.00 Utility Plan ■ ■ ■

C7.00 - C7.01 Standard FDOT Details ■ ■

References Landscape Plans

Lighting Plans

Date Description

6/29/2022 Submit to Walton County - Pre App Meeting

1 8/19/2022 Submit to Walton County

2 10/28/2022 Submit to Walton County

8/23/2023 Submit to NWFWMD

6/7/2024 Submit to Walton County - DO permit response

8/15/2024 Issue for Bid

SITE CONSTRUCTION DOCUMENTS

for

Driftwood Rd Municipal Parking Facility

Project Location

Vicinity Map Scale: 1" = 2,000'

GOVERNING STANDARDS & SPECIFICATIONS:

THIS PROJECT WILL BE IN ACCORDANCE WITH WALTON COUNTY, REGIONAL UTILITIES, AND DIVISION 2 AND 3 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION CURRENT EDITION, AS AMENDED BY CONTRACT DOCUMENTS AND BY THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS CURRENT EDITION.

Civil Engineer/Landscape:

Atkins 3522 Thomasville Rd, 5th Floor Tallahassee, Fl 32309

850.575.1800 (O)

LEGAL DESCRIPTION:

OFFICIAL RECORD BOOK 3072, PAGE 971.

LOT 93, IN SECTION 30, TOWNSHIP 2 SOUTH, RANGE 21, WEST, WALTON COUNTY, FLORIDA.

PREPARED FOR

WALTON COUNTY, FL

COUNTY COMMISSIONERS

DISTRICT 1 WILLIAM "BOOTS" McCORMICK

DISTRICT 2 DANNY GLIDEWELL

DISTRICT 3 BRAD DRAKE

DISTRICT 4 DONNA JOHNS

DISTRICT 5 TONY ANDERSON C

R S

Architect Stokes Architectural, Inc.

204 Cloverdale Blvd.

Ft. Walton Beach, Fl 32547

850.664.2220 (O)

Geotechnical Engineer Nova Engineering and Environmental LLC 17612 Ashley Drive Panama City Beach, Fl 32413 850.249.6682

Surveyor Southeastern Surveying 1130 Highway 90 Chipley, Fl 32428

850.638.0790 (O)

Potable Water & Sanitary Sewer South Walton Utility Co. Inc 369 Miramar Beach Drive Miramar Beach, FL 32550 850.837.2988

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ARGENERAL NOTES:

1. THE CONTRACTORS SHALL NOTIFY THE COUNTY ENGINEER OR DESIGNEE 48 HOURS PRIOR TO

CONSTRUCTION.

2. ANY ROAD OR PROPERTY DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE PATCHED OR

RECONSTRUCTED AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE.

3. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFFSITE

SEDIMENT TRANSPORT RESULTING FROM INCREASED RUNOFF DURING CONSTRUCTION BY

PROVIDING SILT FENCE AS REQUIRED BY THE FLORIDA STORMWATER, EROSION, AND SEDIMENT

CONTROL INSPECTORS MANUAL. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE

UNTIL ASSOCIATED DISTURBED AREAS ARE STABILIZED SO AS TO REDUCE SEDIMENT RUNOFF,

UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR DESIGNEE.

4. ANY NECESSARY CONSTRUCTION PERMITS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE COUNTY HAS OBTAINED THE ENVIRONMENTAL RESOURCE GENERAL PERMIT (GEN-131-18272-1)

AND CORPS OF ENGINEERS PERMIT (SAJ-2017-03416). THE CONTRACTOR SHALL OBTAIN THE

REQUIRED N.P.D.E.S. PERMIT.

5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PRESERVE OR RELOCATE ALL BENCHMARKS

(VERTICAL CONTROLS) AS NEEDED DURING CONSTRUCTION. ALL PUBLIC OR PRIVATE CORNER

MONUMENTATION SHALL BE PROTECTED. IF A PUBLIC OR PRIVATE CORNER MONUMENTATION IS IN

DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR

SHALL NOTIFY THE ENGINEER OR DESIGNEE IMMEDIATELY. ANY WALTON COUNTY HARN/GPS

NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS

WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A HARN/GPS NETWORK

MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS ARE DISTURBED

OR DESTROYED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF THE

MONUMENT AND HAVE THE MONUMENTS POSITION DETERMINED BY A FLORIDA LICENSED

PROFESSIONAL SURVEYOR AND MAPPER USING GUIDELINES AS ESTABLISHED BY NATIONAL

GEODETIC SURVEY FOR BLUE BOOKING AND APPROVAL.

6. IN THE EVENT THAT SURVEY MONUMENTATION OR REFERENCE POINTS ARE MISSING OR HAVE

BEEN DESTROYED PLEASE CONTACT:

SOUTHEASTERN SURVEYING AND MAPPING CORPORATION

1130 HIGHWAY 90

CHIPLEY, FL 32428

(850) 638-0790

7. THE CONTRACTOR IS TO USE EXTREME CAUTION WHEN WORKING IN OR AROUND AREAS OF

OVERHEAD POWER LINES AND UNDERGROUND UTILITIES.

8. THE CONTRACTOR SHALL MATCH EXISTING CONDITIONS AS DIRECTED BY THE COUNTY ENGINEER

OR DESIGNEE.

9. THE LOCATIONS SHOWN FOR EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. EXISTING

UTILITIES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION UNLESS SHOWN OTHERWISE.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF THE EXISTING UTILITIES BEFORE COMMENCING WORK IN EACH AREA AND SHALL BE RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT

OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PROTECT ALL UTILITIES. THE CONTRACTOR

SHALL NOTIFY SUNSHINE 811 (1-800-432-4770), 2 FULL BUSINESS DAYS PRIOR TO COMMENCEMENT

OF CONSTRUCTION.

10. TRAFFIC CONTROL PLANS IMPLEMENTED WILL BE AS PER FDOT INDEX 600 SERIES, AND SHALL

ACCOMMODATE THE EXISTING BIKE PATH.

11. UTILITY OWNERS:

COMPANY CONTACT PERSON CONTACT NUMBER EMAIL ADDRESS

Centurylink Amber Gilson 850-815-3131 amber.gilson@lumen.com Mediacom Paul Pitts 845-913-6499 ppitts@mediacomcc.com Okaloosa Gas Lars Sullivan 850-729-4870 larssullivan@okaloosagas.com Uniti Fiber Kyle Hill 850-544-1400 james.hill@uniti.com SWUCI Jon Kanak 850-826-0748 jck@swuci.org CHELCO Derrick Marshall 850-307-1199 dmarshall@chelco.com

12. THE CONTRACTOR SHALL PROVIDE THE COUNTY AS-BUILT RECORD DRAWINGS FOR VERIFICATION AND APPROVAL BY WALTON COUNTY ONE WEEK PRIOR TO REQUESTING A FINAL INSPECTION AND

PROVIDING AS-BUILT CERTIFICATION THAT THE PROJECT CONSTRUCTION ADHERES TO THE

CONSTRUCTION PLANS AND SPECIFICATIONS. THE AS-BUILT RECORD DRAWINGS SHALL BE

CLEARLY LABELED AS “AS-BUILT” OR “RECORD” DRAWING AND SHOW BOTH THE ORIGINAL DESIGN AND CONSTRUCTED CONDITION. ALL SURVEYED DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED

AND SIGNED, DATED, AND SEALED BY A REGISTERED PROFESSIONAL SURVEYOR.

13. THE CONTRACTOR SHALL NOTIFY THE COUNTY IN WRITING WHEN THE PROJECT IS SUBSTANTIALLY

COMPLETE. THE COUNTY WILL REVIEW THE PROJECT TO DETERMINE IF THE PROJECT IS

SUBSTANTIALLY COMPLETE. SUBSTANTIALLY COMPLETE IS DEFINED IN CONTRACT.

STOP

N O

SURVEY AND GEOMETRY:

1. BOUNDARY BASED ON THE FOLLOWING:

SURVEYOR: SOUTHEASTERN SURVEYING AND MAPPING CORPORATION

1130 HIGHWAY 90

CHIPLEY, FLORIDA 32428

850.638.0790

2. EXISTING TOPOGRAPHY AND CONTOURS TO BE FIELD VERIFIED:

SURVEYOR: SOUTHEASTERN SURVEYING AND MAPPING CORPORATION

1130 HIGHWAY 90

CHIPLEY, FLORIDA 32428

850.638.0790

3. FOR BENCHMARKS CONTACT:

SURVEYOR: SOUTHEASTERN SURVEYING AND MAPPING CORPORATION

1130 HIGHWAY 90

CHIPLEY, FLORIDA 32428

850.638.0790

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION, DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA-LICENSED LAND SURVEYOR

SELECTED BY THE OWNER AT THE CONTRACTOR'S SOLE EXPENSE.

5. PLANS AND SURVEY INFORMATION BASED ON NAVD88 VERTICAL DATUM, AND NAD83 STATE PLANE

HORIZONTAL DATUM.

BFO

BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO

BFO

S S

O H

OHL

O H

L O

H L

O H

L O

H L

O H

OHL

O O O O O O O

O O

W W

20" S

22" S 22"

20" S

15" S 22"

22" S

14" S

22" S

W L

17.00

20.00

18.0018 .0

17.50

19.00

20.00

18.50

19.50

20.50 20.50

.0018

.50

18.00

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PROPERTY LINE

EX. FENCE TO BE REMOVED

EX. WM 34" STUB UP

EX. HYDRANT TO REMAIN

EX. TREES WITHIN PROPERTY

LIMITS TO REMAIN 16

.5 ' R

/W E

O R

7, P

EX. 33' R/W

EX. ±20'

PAVEMENT

. 2

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SCALE IN FEET

010' 20' 40'

EX. SIGN TO BE REMOVED

EX. BFO TO BE RELOCATED

D rif tw oo d R d.

O O O O O O O

O O

20" S

22" S 22"

20" S

15" S 22"

22" S

14" S

22" S

-W

(F U

E 1-

N O

8 GOLF CART

PARKING SPACES

ELECTRIC

VEHICLE

CHARGING

STATION

PARKING

SPACES

7 GOLF CART

PARKING SPACES

-W

(F U

E 1-

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30+/- BICYCLE

PARKING SPACES

C H

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SIT

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PROPERTY LINE

SILT FENCE

INLET PROTECTION (TYP.)

SEE DETAIL SHEET THIS SHEET

INLET PROTECTION (TYP.)

SEE DETAIL SHEET THIS SHEET

CURB INLET PROTECTION (TYP.)

SEE DETAIL SHEET THIS SHEET

CURB INLET PROTECTION (TYP.)

SEE DETAIL SHEET THIS SHEET

NOTE: THIS FILTER FABRIC PLACEMENT TO BE USED

ON EXISTING DBI, OR AFTER DBI HAS BEEN INSTALLED

AND DURING SOIL DISTURBING ACTIVITIES. THE

FILTER MUST BE CHECKED PERIODICALLY FOR

SEDIMENT BUILDUP AND/OR DAMAGE TO FILTER

MATERIAL. THE CONTRACTOR MUST REMOVE THE

FILTER FABRIC AND CHECK THE STRUCTURES FOR

SEDIMENT BUILDUP AFTER SOIL DISTURBING

ACTIVITIES HAVE CEASED.

FILTER FABRIC PLACED UNDER GRATE

GRATE

DBI BOX

D.B.I. FILTER FABRIC DETAIL

N.T.S.

CURB INLET PROTECTION

N.T.S.

COMPLETED OR

EXISTING CURB INLET

CURB/GUTTER

IN FILTER FABRIC

PERFORATED PIPE COVERED

WOVEN GEOTEXTILE FABRIC

GRAVEL FILLED BURLAP OR

FLOW

SPILLWAY

DIVERSION RIDGE

G P

R O

12' MIN.

50' MIN.

PLAN

SECTION A-A

SEDIMENT BARRIER

(SYNTHETIC BALE TYPE SHOWN)

SUPPLY WATER TO WASH

WHEELS AS NECESSARY

NOTES:

1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING

OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR

CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC

RIGHTS-OF-WAY.

3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE

THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

4. TEMPORARY ACCESS TO BE CONSTRUCTED TO SUPPORT THE LOAD OF A FIRE APPARATUS.

2"- 3" COURSE

AGGREGATE

MIN 6" THICK

EXISTING

PAVED ROAD

2% OR GREATER

FILTER FABRIC

DIVERSION RIDGE

REQUIRED WHERE

GRADE EXCEEDS 2%

NOTE:

USE SANDBAGS, SYNTHETIC BALES OR

OTHER APPROVED METHODS TO

CHANNEL RUNOFF AWAY FROM

GRAVEL AS REQUIRED.

TEMPORARY CONSTRUCTION ENTRANCE

N.T.S.

A-A

NOTE:

EROSION CONTROL NOTES ON SHEET C0.01

NOTES:

1. PRIOR TO BEGINNING CONSTRUCTION NEAR A CONSERVATION AREA (WETLAND/UPLAND BUFFER), THE PERMITEE MUST

DEMARCATE THE LIMITS OF CONSTRUCTION WITH ORANGE SAFETY FENCING.

2. INITIAL CLEARING SHALL INCLUDE A PATH ALONG THE LIMIT OF CONSTRUCTION TO FACILITATE A VISUAL LIMIT OF

CLEARING FOR THE INSTALLATION OF THE ORANGE SAFETY FENCE AND EROSION CONTROL DEVICES. AFTER THE INITIAL CLEARING ADJACENT TO THE CONSERVATION AREAS IS COMPLETE, A SILT FENCE AND ORANGE SAFETY FENCE MUST BE INSTALLED ALONG THE LIMITS OF CONSTRUCTION NEXT TO THE CONSERVATION EASEMENT BOUNDARIES AND MAINTAINED

THROUGHOUT CONSTRUCTION.

TEMP. CONSTRUCTION ENTRANCE

SEE DETAIL THIS SHEET

FINAL LOCATION TO BE DETERMINED

AT PRE CONSTRUCTION MEETING

SCALE IN FEET

010' 20' 40'

SILT FENCE

PROPOSED 12' PAVEMENT

(BY OTHERS)

FUTURE DRIFTWOOD RD. IMPROVEMENTS

(BY OTHERS)

CONNECTION TO FUTURE DRIFTWOOD RD.

STORMWATER IMPROVEMENTS

(BY OTHERS)

CONNECTION TO FUTURE DRIFTWOOD RD.

STORMWATER IMPROVEMENTS

(BY OTHERS)

D rif tw oo d R d.

LEGEND

PROPOSED PAVEMENT

PROPOSED PERVIOUS PARKING

EX. PERIMETER FENCEO

PROPOSED CONCRETE S/W

PROPOSED DRIFTWOOD RD. PAVEMENT

(BY OTHERS)

PROPOSED SILT FENCE

EX. 33' R/W

EX. ±20'

PAVEMENT

PROPOSED D.B.I. PROTECTION

PROPOSED CURB INLET PROTECTION

PROPOSED STORM PIPE

PROPOSED STORM STRUCTURE

O O O O O O O

O O

20" S

22" S 22"

20" S

15" S 22"

22" S

14" S

22" S

-W

(F U

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8 GOLF CART

PARKING SPACES

ELECTRIC

VEHICLE

CHARGING

STATION

PARKING

SPACES

7 GOLF CART

PARKING SPACES

-W

(F U

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30+/- BICYCLE

PARKING SPACES

C H

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12'20' 12' 20'

6.5'

S /W

7.5' S/W

5' S

S /W

30'

SCALE IN FEET

010' 20' 40'

PROPERTY LINE

. 2

LEGEND

PROPOSED PAVEMENT

10.5'

10' LANDSCAPE BUFFER

PROPOSED PERVIOUS PARKING

EX. PERIMETER FENCEO

PROPOSED CONCRETE S/W

REQUIRED PROVIDED

BUILDING SETBACKS:

FRONT: 25 FT 25 FT

SIDE: 10 FT 10 FT

REAR: 20 FT 20 FT

LANDSCAPE BUFFER: 10 FT 10 FT

ACRES SQ. FT. SITE %

SITE DEVELOPMENT PARAMETERS:

PROPERTY AREA: 1.25 Ac. 54,450 SF

EXISTING DRIFTWOOD ROW: 0.12 Ac. 5,227.2 SF

NET DEVELOPABLE AREA: 1.13 Ac. 49,222.8 SF

SITE INTENSITY:

NET DEVELOPABLE AREA: 1.13 Ac. 49,222.8 SF 100 %

IMPERVIOUS AREA (ISR):

ALLOWED: 0.68 Ac. 29,533.7 SF 60 %

PROVIDED: 0.66 Ac. 28,749.6 SF 58.4 %

PERVIOUS AREA:

REQUIRED: 0.45 Ac. 19,689.1 SF 40.0 %

OPEN SPACE PROVIDED: 0.41 Ac. 17,859.6 SF 36.3 %

PERVIOUS PARKING PROVIDED: 0.06 Ac. 2,613.6 SF 5.3%

TOTAL PROVIDED: 0.47 Ac. 20,473.2 SF 41.6 %

REQUIRED PROVIDED

PARKING SPACES:

STANDARD: 67 (INCL. 3 ADA & 4 ELECTRIC CHARGING)

GOLF CART: 15

SITE DATA

PARCEL ID: 30-2S-21-42290-000-0930

ZONING: NEIGHBORHOOD INFILL

PROPERTY AREA: ±1.25 ACRES

FLOOD ZONE: X

NOTES:

1. 10 STANDARD PARKING SPACES AND 15 GOLF CART PARKING SPACES SHALL BE PERVIOUS.

2. CONTRACTOR SHALL FURNISH AND INSTALL (2) CHARGEPOINT CT4000 PEDESTAL MOUNT

ELECTRIC VEHICLE CHARGING STATIONS WITH (2) 18 FOOT CHARGING CABLES EACH OR

APPROVED EQUAL.

3. BICYCLE PARKING SPECIFICATIONS:

3.1. FURNISH AND INSTALL (4) END HOOPS WITH 'VISIT SOUTH WALTON' LOGO AND (24) INNER

HOOPS.

3.2. SURFACE MOUNTED BIKE RACKS AS MANUFACTURED BY THE PARK AND FACILITIES CATALOG.

3.3. '931 VILLAGE BLVD., SUITE 905-354, WEST PALM BEACH, FLORIDA 33409, 888-447-2401 EXT.

60307, CARRIE@THEPARKCATALOG.COM' TO BE MOUNTED ON 16'x30'x4" CONCRETE PAD.

20' REAR BUILDING SETBACK

' S

G S

C K

' S

G S

C K

' L

PROPOSED RIBBON CURB1

PROPOSED VALLEY GUTTER

PROPOSED ADA RAMPS W/

DETECTABLE WARNING SURFACE

PROPOSED MODIFIED TYPE 'F' CURB

EX. 33' R/W

EX. ±20'

PAVEMENT

D rif tw oo d R d.

25' FRONT BUILDING SETBACK

PROPOSED 12' PAVEMENT

(BY OTHERS)

FUTURE DRIFTWOOD RD. IMPROVEMENTS

(BY OTHERS)

EX. EOP

PROPOSED WHEEL STOP5

5 6

PROPOSED DRIFTWOOD RD. PAVEMENT

(BY OTHERS)

R1 0'

6 PROPOSED SHOWER STATION W/ PAD

7' S

5' S

R2'

R12'

R2'

R2 ' R2'

R2'

R12

R2'

R2 'R2'

R2'

7 PROPOSED PEDESTAL MOUNT STATIONS

SIGHT LINE (TYP.)

PARKING LOT TYPICAL SECTION

N.T.S.

12' DRIVE AISLE20' PARKING STALL

64' PAVEMENT

12' DRIVE AISLE 20' PARKING STALL

1.5% MIN

7.5' S/W

TRUNCATED DOME

0.9"

0.2"

Integral Dome

PICTORIAL VIEW

2.35"

PLAN VIEW

Truncated Dome (See Detail)

All sidewalk curb ramps shall have detectable warning surfaces that extend the full width of the ramp and in the direction of travel 24 inches (610 mm) from the back of curb.

Dome Pattern Shall Be In-Line With Direction Of Travel

Edge Of

CURB RAMP DETECTABLE WARNING SURFACE

Ramp

Detectable Warning

Surface

Landing

Sidewalk

DropCurb

CurbTransition

Detectable Warning

CurbTransition

Sidewalk

Transition slope

12:1 SLOPE

LEGEND:

1" ASPHALTIC CONCRETE SURFACE COURSE (SUCH AS A 9.5 mm SUPERPAVE APPROVED FDOT MIX)

1.5" (IN.) ASPHALTIC CONCRETE STRUCTURAL COURSE (SUCH AS A 12.5 mm SUPERPAVE APPROVED FDOT MIX)

6" (IN.) FDOT APPROVED CRUSHED LIMEROCK, CRUSHED CONCRETE, OR GAB MATERIAL, COMPACTED TO 98% MODIFIED PROCTOR

12" (IN.) STABILIZED SUBGRADE COURSE (MINIMUM LBR OF 40), COMPACTED TO 98% MODIFIED PROCTOR

MODIFIED TYPE 'F' CURB

RIBBON CURB

4" (IN.) THICK CONC. SIDEWALK PER FDOT INDEX 522-001

PERVIOUS PAVEMENT, SEE 'PERVIOUS PAVEMENT DETAIL' THIS SHEET. (SEE SHEET C3.00 FOR PERVIOUS PARKING STALLS)

CURB RAMP DETECTABLE WARNING SURFACE DETAIL

N.T.S.NOTES:

1. CONTRACTOR SHALL REFER TO FDOT INDEX 522-002.

TOP OF CURB

EDGE OF PAVEMENT

FDOT TYPE "D" CURB

TYPE "D" TO GRADE TRANSITION DETAIL

N.T.S.

1" SERIES 'C'

12"

SIGN NO. FTP-21-06

1- 1/

6" 1"

1" 1"

NOTES:

TOP PORTION OF FTP-21-06 SHALL HAVE REFLECTIVE BLUE

BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER.

BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACK-

GROUND WITH BLACK OPAQUE LEGEND AND BORDER.

SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT. (7' FROM

PAVEMENT TO BOTTOM OF SIGN).

AND FTP-22-06

HANDICAP SIGN DETAIL

N.T.S.

PARKING LOT TYPICAL SECTION

N.T.S.

12' DRIVE AISLE20' PARKING STALL

54' PAVEMENT

12' DRIVE AISLE

10' PERVIOUS PARKING STALL

7.5' S/W

PARKING LOT DROP OFF TYPICAL SECTION

N.T.S.

12' DRIFTWOOD RD.

FUTURE THRU LANE

(BY OTHERS)

2% MIN

R/W

TYPICAL CURB DETAILS

N.T.S.NOTES:

1. CONTRACTOR SHALL REFER TO FDOT INDEX 520-001.

PLAN

PROFILE

VALLEY GUTTER MODIFIED TYPE 'F' RIBBON

71 2"

1'-10" 1'-2"

61 4" R 3 4"

R 3 4 "

3'-0" 6" 1'-0"

1'-6"

71 2"

D .1' -0

R3"

R 3 4"

1'-0"

71 2"

1.5% MIN1.5% MIN 1.5% MIN

2% MAX

1.5% MIN1.5% MIN 1.5% MIN 1.5% MIN

2% MAX

PARKING LOT TYPICAL SECTION

N.T.S.

12' DRIVE AISLE20' PARKING STALL

64' PAVEMENT

12' DRIVE AISLE

20' PERVIOUS

PARKING STALL

1.5% MIN

7.5' S/W

1.5% MIN1.5% MIN 1.5% MIN

2% MAX

T R

R /W

EX. 33' R/W

14.5' 18.5'

10.5'

DROP OFF LANE

7.5' S/W

1B1A

PERVIOUS PAVEMENT DETAIL

N.T.S.

NOTE:

THE PERMEABLE PAVEMENT SHALL BE MAINTAINED BY THE PROPERTY OWNER

PURSUANT TO A CONTINUING MAINTENANCE PROGRAM AS SPECIFIED BY THE

MANUFACTURER AND ACCEPTED BY THE COUNTY ENGINEER AND INCLUDED

WITHIN AN ENVIRONMENTAL MANAGEMENT OPERATING PERMIT.

6" RESERVOIR LAYER OF 3/4" NO. 57 STONE COMPACTED TO

95% MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM

D-1557, AASHTO T-180) AND STABILIZED TO LBR 100.

6" PERVIOUS CONCRETE PAVEMENT WITH MIN. VOID

CONTENT OF 15% AND MAX. VOID VOID CONTENT OF 25%

FILTER FABRIC

12" SUBGRADE COMPACTED TO MIN DENSITY OF 95%

MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM

D-1557, AASHTO T-180) AND STABILIZED TO MIN LBR 40.

EXISTING SOIL

1 2 3 4 5O R

G U

L P

ILI

T ho m as vi lle R d, th F lo or

T al la ha ss ee

, F L

B P

R C er tif ic at e of

A ut ho riz at io n N o.

M R

C 3.

N O

D R

C H

Q C

BFO

BFO BFO BFO BFO BFO BFO BFO BFO

BFO

S S

O H

OHL

O H

L O

H L

O H

L O

H L

O H

OHL

O O O O O O O

O O

W W

20" S

22" S 22"

20" S

15" S 22"

22" S

14" S

22" S

W L

-W

(F U

E 1-

N O

8 GOLF CART

PARKING SPACES

ELECTRIC

VEHICLE

CHARGING

STATION

PARKING

SPACES

7 GOLF CART

PARKING SPACES

-W

(F U

E 1-

N O

30+/- BICYCLE

PARKING SPACES

C H

BLIC

ESTR

O O

SIT

FAC

ILITY

ILD

17.0

20.0

18.018 .0

17.5

19.0

20.0

18.0

D-4

D-3

D-2

D-1

D-5

D-6

D-7

D-8

18.56

18.47

18.72 L.P.

18.56 L.P.

18.03

19.15 18.98

19.25 18.98

18.94

19.25

18.94 18.94

18.98

19.13 18.98

19.62

19.65

18.4418.48

18.98

17.99

18.9818.9418.94

19.25

17.9917.89

18.44

19.4

17.4

17.3

17.6

18.5

18.7

19.0

19.018.718.117.617.5

20.3 19.8 19.2

19.0

20.0 19.1 18.6

18.0

19.0

18.5

.019

.2518

5 18 .0

18.0

5 19 .2

.0 18

18.03

17.91

17.92

17.84

17.94

17.80 18.03

18.20 18.21

18.01

18.44

18.48

18.44 18.03

18.03 18.44

18.48

18.44 18.03

18.18 17.8218.17

18.04 18.09

18.4918.5518.64

18.6319.74

19.6919.72

19.68 18.98

19.25

18.02

17.99

19.25

19.14

18.42

18.80

18.01

19.16

18.93

18.59

18.21

-1.85% 19.26

18.72

17.83

19.91

19.84

20.01

-1.76%

-0

.0 0%

-0

.3 8%

0.29%

19.37

.37

.3419

.59

.53

19.37

19.27

19.32

19.37

19.2517.99

19.37

19.21

19.09

18.82

18.58

18.07

17.94

17.93

.57

18.72 -0.37%

2.22% 18.31

19.83

19.74

18.73

19.37

19.04

D-12

D-11

D-10

D-9

17.25

19.0

19.25

19.50

19.0

18.0

19.0

18.25

18.50

18.75

17.75

17.75 18.0

18.25

CS-2A

CS-2B

1 2 3 4 5O R

G U

L P

ILI

T ho m as vi lle R d, th F lo or

T al la ha ss ee

, F L

B P

R C er tif ic at e of

A ut ho riz at io n N o.

M R

C 4.

N O

D R

C H

Q C

SCALE IN FEET

010' 20' 40'

G R

G P

A C4.10

FFE: 18.8'

B C4.10

E C4.10

D C4.10

C C4.10

PROPOSED PERVIOUS PARKING

PROPOSED EXFILTRATION TRENCH

EX. PERIMETER FENCEO

PROPOSED STORM PIPE

PROPOSED STORM STRUCTURE

PROPOSED WATERMAIN SERVICE

PROPOSED SANITARY SEWER SERVICE

PROPOSED CONCRETE S/W

PROPERTY LINE

EX. 33' R/W

EX. ±20'

PAVEMENT

. 2

10' LANDSCAPE BUFFER

D rif tw oo d R d.

20' REAR BUILDING SETBACK

25' FRONT BUILDING SETBACK

' S

G S

C K

' S

G S

C K

' L

PROPOSED 12' PAVEMENT

(BY OTHERS)

FUTURE DRIFTWOOD RD. IMPROVEMENTS

(BY OTHERS)

CONNECTION TO FUTURE DRIFTWOOD RD.

STORMWATER IMPROVEMENTS

(BY OTHERS)

CONNECTION TO FUTURE DRIFTWOOD RD.

STORMWATER IMPROVEMENTS

(BY OTHERS)

EX. EOP

LEGEND

PROPOSED PAVEMENT

PROPOSED DRIFTWOOD RD. PAVEMENT

(BY OTHERS)

18.50 19.00

19.0 EX. ELEVATION

PROPOSED

TOP OF CURB/EDGE OF PAVEMENT

19.00 PROPOSED ELEVATION

PROPOSED CONTOURS

EX. CONTOURS

TYPICAL SECTION

N.T.S.A TYPICAL SECTION

N.T.S.B

TYPICAL SECTION

N.T.S.C

SILT FENCE

PROPERTY

LINE

10' SOD

1' RIBBON CURB

20' PARKING STALL

18" STORM PIPE

EXFILTRATION TRENCH

MATCH EX. GRADE

EX. GRADE

4 MAX

PROPOSED GRADE

18" STORM PIPE

EXFILTRATION TRENCH

MATCH EX. GRADE

EX. GRADE

PROPOSED GRADE

MATCH EX. GRADE

EX. GRADE

PROPOSED GRADE

4 MAX

SILT FENCE

PROPERTY

LINE

14.67' SOD

1' RIBBON CURB

10' PARKING STALL

SILT FENCE

10'

PROPERTY

LINE

10.04' SOD

1' RIBBON CURB

20' PARKING STALL

4 MAX

TYPICAL SECTION

N.T.S.D

51.5' SOD

1.5' MODIFIED

TYPE 'F' CURB

7.5' S/W 7.5' S/W

1' RIBBON CURB

PARKING STALL

10.5'

DROP OFF LANE

DRIFTWOOD RD.

FUTURE THRU LANE

(BY OTHERS)

18" STORM PIPE

EXFILTRATION TRENCH

TYPICAL SECTION

N.T.S.E

DRIFTWOOD RD.

FUTURE THRU LANE

(BY OTHERS)

1.5' MODIFIED

TYPE 'F' CURB

7.5' S/W

18" STORM PIPE

EXFILTRATION TRENCH

62' SOD 7.5' S/W PARKING STALL

2' 2'

CURB STOPCURB STOP

CURB STOP

1' RIBBON CURB

CURB STOP

EXFILTRATION TRENCH DETAIL

N.T.S.

10'

ESHW EL. 9.00'

PIPE INV. EL. 12.00'

EXFILTRATION TRENCH TOP EL. 15.00'

MIN. PROPOSED GRADE EL. ±16.71'

18"

PERFORATED

HDPE

PIPE

1' MIN. ENVELOPE OVERLAP

FILTER FABRIC ENVELOPE

COARSE AGGREGATE

1' MIN. BACKFILL

PIPE CROWN EL. 13.50'

±0.71'

1" ASPHALTIC CONCRETE SURFACE COURSE

EXFILTRATION TRENCH BOT. EL. 11.00'

1.5" ASPHALTIC CONCRETE STRUCTURAL COURSE

6" GRADED AGGREGATE BASE

STRUCTURE/WEIR CREST TOP EL. SEE PLAN

PIPE INV. EL. 12.00'

STRUCTURE INV. EL. 11.00'

18" HDPE

PLAN VIEW

CS-2A / CS-2B

SECTION A-A SECTION B-B

GROUT STRUCTURE

TO SPRING LINE

STEEL GRATE

48 WEIR"

WEIR CREST INV. EL. 17.10'

PROPOSED GRADE

VARIES

INTERNAL WEIR

18"

48" WEIR

INTERNAL WEIR

FLOW FLOW

INTERNAL SKMMER

1' 1'

NOTES:

1. A BENCH MARK IS TO BE SET ON TOP OF THE OUTFALL

STRUCTURES.

2. SKIMMER TO BE MOUNTED TO MANHOLE IN

ACCORDANCE WITH MANUFACTURES SPECIFICATIONS.

NOTE:

1. ROOT BARRIERS SHALL BE ADDED TO THE EDGE OF EXFILTRATION

TRENCHES WHEN THEY ARE WITHIN 10 FEET FROM ANY PROPOSED TREE.

1 2 3 4 5O R

G U

L P

ILI

T ho m as vi lle R d, th F lo or

T al la ha ss ee

, F L

B P

R C er tif ic at e of

A ut ho riz at io n N o.

M R

C 4.

N O

D R

C H

Q C

N S

BFO

BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO

BFO

S S

O H

OHL

O H

L O

H L

O H

L O

H L

O H

OHL

O O O O O O O

O O

W W

20" S

22" S 22"

20" S

15" S 22"

22" S

14" S

22" S

W L

BFO

-W

(F U

E 1-

N O

8 GOLF CART

PARKING SPACES

ELECTRIC

VEHICLE

CHARGING

STATION

PARKING

SPACES

7 GOLF CART

PARKING SPACES

-W

(F U

E 1-

N O

30+/- BICYCLE

PARKING SPACES

C H

BLIC

ESTR

O O

SIT

FAC

ILITY

ILD

Structure Table

STRUCTURE NUMBER

CS-2A

CS-2B

D-1

D-2

D-3

D-4

D-5

D-6

D-7

D-8

D-9

D-10

D-11

D-12

STRUCTURE TYPE

STORM M.H.

TYPE 'F' D.B.I.

STORM M.H.

TYPE 'F' D.B.I.

STRUCTURE INFO.

TOP EL = 19.94

INV IN = 12.00 (E) (18.00" HDPE)