44072325801-ROADWAY-PLANS-01.pdf
PDF 4 MB Posted
- Attached to
- Woodham Avenue Sidewalk-LAP
- Solicitation number
- ITB PW 42-26
- Issued by
- Okaloosa County, Florida
About this file
This document comprises roadway construction plans for the Okaloosa County Board of County Commissioners detailing a sidewalk construction project along Woodham Avenue in Fort Walton Beach, Florida. The project involves installation of a 5-foot-wide ADA-compliant concrete sidewalk extending from South Avenue to Newcastle Drive, spanning approximately 2,647 linear feet (STA 9+94.09 to STA 36+41.40). The contract number is C25-4113-PW with a financial project ID of 440723-2-58-01. The Engineer of Record is DRMP, Inc., represented by Julian A. Poole, P.E. (License No. 77592), located in Pensacola, Florida. The plans include detailed roadway layouts, cross-sections, profiles, and traffic control specifications. Key pay items include mobilization, maintenance of traffic, work zone signage, temporary barriers, clearing and grubbing (0.60 acres), removal of existing concrete (266 square yards), concrete sidewalk installation in 4-inch and 6-inch thicknesses (1,213 and 248 square yards respectively), detectable warnings (152 square feet), performance turf/sod (1,378 square yards), and pavement markings. The estimated contract duration is 120 days.
Traffic data indicates a posted design speed of 25 miles per hour with an estimated design year annual average daily traffic (AADT) of 9,300 vehicles in 2046 and a current year AADT of 9,100 vehicles. The construction limits encompass a 30-foot right-of-way with varying sidewalk widths of 5 to 11 feet. The plans identify multiple utility conflicts requiring coordination with Okaloosa County Water and Sewer, Okaloosa Gas, City of Fort Walton Beach, CenturyLink/Lumen, AT&T, Cox Communications, and GigaPower LLC. An erosion control plan and stormwater pollution prevention plan must be submitted by the contractor prior to construction commencement. Environmental constraints include restrictions on tree clearing during temperatures below 45 degrees and during bat maternity season (May 1 through July 15) due to potential arboreal roost habitat disturbance and the proposed endangered species listing of the tricolored bat. The benchmark elevation uses North American Vertical Datum of 1988 (NAVD 88) standards.
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| File | Type | Posted |
|---|---|---|
| Woodham_Avenue_Sidewalk-LAP.pdf | ||
| ITB_42-26_Woodham_Sidewalk.pdf |
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Text version
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FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
SHEET DESCRIPTIONSHEET NO.
FINANCIAL PROJECT ID 440723-2-58-01
OKALOOSA COUNTY (57000)
INDEX OF ROADWAY PLANS
SIDEWALK CONSTRUCTION
FROM SOUTH AVENUE TO NEWCASTLE DRIVE
WOODHAM AVENUE SIDEWALK BEE LINE
EXPRESSWAY
T U
R N P
IK
E
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST PALM
BEACH
OKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
CONTRACT PLANS
CONTRACT PLANS COMPONENTS
NO.
SHEET
YEAR
FISCAL
CITY
LAKE
GOVERNING STANDARD SPECIFICATIONS:
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, FY2026-27 Standard Specifications
GOVERNING STANDARD PLANS:
following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY2026-27 Standard Plans for Road and
MICHELLE GARTMAN, P.E.
COUNTY PROJECT MANAGER:
ENGINEER OF RECORD:
ROADWAY PLANS
700 S. PALAFOX ST. - SUITE 160
PENSACOLA, FL 32502
CONTRACT NO.: C25-4113-PW
JULIAN A. POOLE, P.E.
P.E. LICENSE NUMBER 77592
DRMP, INC.
VENDOR NO.: F591791174001
(850) 469-9077
: c:\pw_working\drmp01\d0158279\KEYSRD01.dgn
3:07:02 PM4/14/2026#USER$
11 - 15
8 - 10
5 - 7
TEMPORARY TRAFFIC CONTROL PLAN
CROSS SECTIONS
BACK OF SIDEWALK PROFILE
ROADWAY PLAN
GENERAL NOTES
TYPICAL SECTION
SUMMARY OF PAY ITEMS
KEY SHEET
LOCATION OF PROJECT
ROADWAY INCLUDING SIGNING AND PAVEMENT MARKINGS
ON ANY ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
Julian A. Poole, P.E. License No. 77592
Phone: (850) 469-9077
Pensacola FL 32502
700 S. Palafox St. - Suite 160
DRMP, Inc.
R -2
-W
R -2
-W
MP 0.606
STA 36+41.40
END PROJECT
MP 0.105
STA 9+94.09
BEGIN PROJECT
T-2-S
T-1-S
STATE OF
No 77592
ESNECIL
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TO GULF BREEZE
TO DESTIN
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
ROAD NO. FINANCIAL PROJECT IDCOUNTY
440723-2-58-01
OKALOOSA
AVE
WOODHAM
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
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ENGINEER OF RECORD
SUMMARY OF PAY ITEMS
PAYITEMSHEETS : c:\pw_working\drmp01\d0158279\CESSRD01.dgn
3:07:14 PM4/14/2026Tyler.Smith
INCLUDES PAYMENT FOR MOWING AND LITTER REMOVAL EVERY 30 DAYS FOR THE DURATION OF THE PROJECT.
INCLUDES COST OF ALL PERFORMANCE, PAYMENT, AND WARRANTY BONDS AS REQUIRED PER PROJECT SPECIFICATIONS.
PAY ITEM NOTES:
0101- 1-
BASED ON AN ESTIMATED CONTRACT TIME OF 120 DAYS.0102- 1-
INCLUDES PAYMENT FOR 1 SIGN PER SIDE STREET (12 TOTAL SIDE STREETS). 0102- 60-
BASED ON WORKING ONE BLOCK AT A TIME WITH CHANNELIZING DEVICES AT 50-FT SPACING.0102- 74-1-
INCLUDES 10 PULLBOXES, 3 WATER METERS, AND 1 GAS VALVE.0425- 6
ALTERNATE BID PAY ITEM NOTES:
WITH THE PLANS, APPLICABLE FDOT STANDARD PLANS, MUTCD, AND THE SPECIFICATIONS.
INCLUDES COST OF ALL TRAFFIC CONTROL DEVICES INCLUDING SIGNS, CONES, DRUMS, BARRICADES, TEMPORARY BARRIERS, ETC. NECESSARY TO MAINTAIN TRAFFIC IN ACCORDANCE
INCLUDES REMOVAL AND CAPPING OF SPRINKLERS THAT ARE IN CONFLICT WITH THE CONSTRUCTION OF THE SIDEWALK.0110- 1- 1
0711- 17- 1 INCLUDES COST TO REMOVE ALL CONFLICTING PAVEMENT MARKING (PAINT AND THERMOPLASTIC).
THE CONTRACTOR IS TO SUBMIT AN EROSION CONTROL PLAN (ECP) AND STORMWATER POLLUTION PREVENTION PLAN (SWPP) TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING WORK.
PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL BE IN ACCORDANCE WITH SECTION 104 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.0104- 10- 3
PROPOSAL SUMMARY OF PAY ITEMS
ALTERNATE BID - UTILITY ADJUSTMENTS*
ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY TOTAL
0425- 6 VALVE BOXES, ADJUST EA 14
* THESE QUANTITIES ARE TO ESTABLISH COSTS FOR UTILITY ADJUSTMENTS THAT MAY BE REQUIRED DURING CONSTRUCTION.
PROPOSAL SUMMARY OF PAY ITEMS
SUMMARY OF ROADWAY
ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY TOTAL
0101- 1 MOBILIZATION LS 1
0102- 1 MAINTENANCE OF TRAFFIC LS 1
0102- 60 WORK ZONE SIGN ED 1440
0102- 74- 1 TEMP. BARR - TYPES I, II, DI, VP, DRUM, OR LCD ED 1320
0104- 1 ARTIFICIAL COVERINGS / ROLLED EROSION CONTROL PRODUCTS SY 3
0104- 10- 3 SEDIMENT BARRIER LF 200
0104- 18 INLET PROTECTION SYSTEM EA 3
0110- 1- 1 CLEARING & GRUBBING (0.60 AC) LS/AC 1
0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 266
0110- 7- 1 MAILBOX, F&I SINGLE EA 7
0120- 1- REGULAR EXCAVATION CY 202
0120- 2- 2 BORROW EXCAVATION, TRUCK MEASURE CY 38
0522- 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 1213
0522- 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 248
0527- 2 DETECTABLE WARNINGS SF 152
0570- 1- 2 PERFORMANCE TURF, SOD SY 1378
0700- 1-500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE AS 2
0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 527
0711- 11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 84
0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 166
TRAFFIC DATA
POSTED SPEED = 25 MPH
DESIGN SPEED = 25 MPH
DESIGN HOUR T = 1.60%
K = 9.0% D = 52.4% T 3.2% (24 HOUR)
ESTIMATED DESIGN YEAR = 2046 AADT = 9300
ESTIMATED OPENING YEAR = 2026 AADT = 9100
= 2024 AADT = 9100CURRENT YEAR
STA. 9+94.09 TO STA. 36+41.40
WOODHAM AVENUE
R/W LINE
4" CONCRETE SIDEWALK
0.02
£ SURVEY
30' R/W
CONSTRUCTION
LIMITS OF
11'
EXIST. SIDEWALK
R/W LINE
30' R/W
VARIES, 5' TYP. 5'11'
AND GRUBBING
STANDARD CLEARING
SOD SOD
PGP
1:4
LEVEL TO 1:6)
(VARIES
2'
VARIES 0'-2'
1:4
0.02
5'
6" THICK CONCRETE DRIVEWAY
VARIES
SLOPE
EXISTING DRIVEWAY
EXISTING ROADWAY
5' TYP. VARIES
WIDTH
PGP
0.02
5'
6" THICK CONCRETE DRIVEWAY
VARIES
SLOPE
EXISTING DRIVEWAY
EXISTING ROADWAY
PGP
WIDTH VARIES
STA. 11+29.00, STA. 12+10.00, STA. 27+52.00, STA. 28+72.00
NTS
RECONSTRUCT DRIVEWAY DETAIL
STA. 31+44.00, STA. 32+25.00, STA. 33+02.00, STA. 33+85.00
STA. 25+21.00, STA. 26+76.00, STA. 29+79.00, STA. 30+60.00,
STA. 18+73.00, STA. 19+45.00, STA. 20+21.00, STA. 20+94.00,
NTS
RECONSTRUCT DRIVEWAY DETAIL
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
/1
/2 c p w w o r k in g \d r m p \d
\T
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D .d g n
:0
:2
P
M T y le r .S m it h
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
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ENGINEER OF RECORD
TYPICAL SECTION
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
/1
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\G
N N
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D .d g n
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:4
P
M T y le r .S m it h
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
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F F
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ENGINEER OF RECORD
GENERAL NOTES
TEMPERATURES ARE BELOW 45 DEGREES, NOR DURING MATERNITY SEASON (MAY 1 THROUGH JULY 15).
PREVENT DISTURBANCE OF POTENTIAL ARBOREAL ROOST HABITAT NO TREE CLEARING WILL OCCUR WHEN DAY-TIME HIGH
6. THE U.S. FISH AND WILDLIFE SERVICE (USFWS) HAS PROPOSED TO LIST THE TRICOLORED BAT AS AN ENDANGERED SPECIES. TO
THE CONTRACTOR IS TO COORDINATE WITH OKALOOSA COUNTY WATER AND SEWER FOR ANY CONSTRUCTION NEAR THE 16" FORCE MAIN.5.
(850) 729-4700SHAWN CROFTOKALOOSA GAS - GAS DISTRICT
(850) 244-5800CHRIS CRAWFORDWATER AND SEWER
OKALOOSA COUNTY SEWER, WATER
(937) 546-0840HOWARD LAUDERMILKGIGAPOWER, LLC
244-4747(850)CHAD SWAILSFORT WALTON EAST
FLORIDA POWER & LIGHT -
(337) 281-9889TODD ARDOINCOX COMMUNICATIONS, INC.
(850) 833-9613DANIEL PAYNECITY OF FORT WALTON BEACH
(850) 815-3126BRANDON STRICKLAND/ LUMENCENTURYLINK
(850) 623-3521TOM MANNINGAT&T / DISTRIBUTION
TELEPHONE NUMBERSCONTACTCOMPANY
UTILITY/AGENCY OWNERS:4.
APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.
LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS THE LOCATIONS OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE BASED ON3.
(850) 600-5012
CERTIFICATE OF AUTHORIZATION: NO. 2648
CHIPLEY, FLORIDA 32428
1096 HIGHWAY 90
DRMP, INC.
P.S.M NO: 6362
JOSEPH D. DEAL, P.S.M.
SURVEYOR AND MAPPER OF RECORD IS:
SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS 2.
BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).1.
GENERAL NOTES
SURVEY CELL LEGEND
GAS
WATER
WATER
U
- WATER VALVE
- SANITARY SEWER CLEANOUT
- GAS VALVE
- WATER VALVE
- WATER HYDRANT
- SPRINKLER
- UTILITY MARKER
- SHARED UTILITY POLE
WITH TRANSFORMER
- SHARED UTILITY POLE
- TELEPHONE PEDESTAL
- PULLBOX
- GUY WIRE ANCHOR
- LUMINAIRE POLE
- STREET SIGN
- TREE (PINE)
- STUMP
- TREE (PALM)
- TREE
- SHRUB / VEGETATION
- TREE (OAK)
- MAILBOX
- POST
W A T E R
S A
N
W A T E R
G A S
W A T E R
GAS
GAS
GAS
10 11 12 13 14 15
S O
U T
H A
V E
E G
L I N
S T
+09.95
32.66' RT.
+65.00
29.00' RT.
CONST. 5' SIDEWALK
CONST. 5' SIDEWALK
+32.22
23.00' RT.
+60.00
23.00' RT.
BE RELOCATED BY OTHERS
EXIST. GIGAPOWER PULLBOX TO
+80.00
25.00' RT.
N02°02'31"E
MERLE CIR.
24" WHITE
12" WHITE
24" WHITE
12" WHITE
8'
8'
EXIST. DRIVEWAY TO REMAIN
EXIST. UTILITY POLE TO REMAIN
25.00' RT.
+55.00
19.00' RT.
+77.00
19.00' RT.
+92.22
SANITARY SEWER
EXIST. OCWS 4"
EXIST. OCWS 8" GRAVITY MAIN
EXIST. OCWS 8" FORCE MAIN
EXIST. OCWS 16" FORCE MAIN
EXIST. R/W
WARNING: GAS MAINS AT
AREAS OF CONSTRUCTION
EXIST. AT&T FL 48 COUNT BFOC
LEGEND
DETECTABLE WARNING
6" CONCRETE
5.5'
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 11+58.71, 30.04 LT
NORTHING: 527935.4255
EASTING: 1305123.6107
ELEVATION: 8.723'
.5
M I N
+84.91
15.15' RT.
+40.75
15.15' RT.
+80.61
25.00' RT.
+38.88
25.00' RT.
+19.07
20.10' RT.
+36.20
20.10' RT.
+23.23
29.00' RT.
+35.21
29.00' RT.
CONCRETE REMOVAL
+79.77
22.51' RT.
� SURVEY WOODHAM AVE
22.50' RT.
+91.46
25.00' RT.
+78.38
25.00' RT.
+81.82
9+98.44STA.
BEGIN CONSTRUCTION
9+94.09STA.
BEGIN PROJECT
EXIST. OKALOOSA GAS 2-7/8" GAS MAIN
EXIST. OKALOOSA GAS 2-7/8" GAS MAIN
EXIST. OKALOOSA GAS 2-3/8" GAS MAIN
EXIST. OKALOOSA GAS 3/4" STL S/L
EXIST. OKALOOSA GAS GAS VALVE
+81
+38
+94
+31 +12
+29
TO BE REPLACED
EXIST. MAILBOX
ON EXIST. SIDEWALK
CONST. DETECTABLE WARNING
+94 +04
+10
+16
+12.27
32.66' RT.
+15
+15
EXIST. R/W
OTHERS
RELOCATED BY
VALVE TO BE
EXIST. OG GAS
+21.00
29.00' RT.
+78.00
11.78' RT.
+83.00
11.93' RT.
12" WM
EXIST. CITY FWB
EXIST. CITY FWB 6" WM
EXIST. CITY FWB 6" WM
BT 1200PR
EXIST. CENTURYLINK/LUMEN
EXIST. CENTURYLINK/LUMEN BT 200PR
AERIAL TELE. 100PR
EXIST. CENTURYLINK/LUMEN
1"=40'N
W A T E R
W A T E R
W A T E R
U
W A T E R
W A T E R
W A T E R
W A T E R
W A T E R
15 16 17 18 19 20 21
D A
V E
N P
O R
T S
T
CONST. 5' SIDEWALK
EXIST. BUSHES TO BE REMOVED
TO BE ADJUSTED IN PLACE
EXIST. CITY FWB WATER METER
BE RELOCATED BY OTHERS
EXIST. GIGAPOWER PULLBOX TO
TO BE ADJUSTED IN PLACE
EXIST. CITY FWB WATER METER
BE RELOCATED BY OTHERS
EXIST. GIGAPOWER PULLBOX TO
BE RELOCATED BY OTHERS
EXIST. GIGAPOWER PULLBOX TO
EXIST. SPRINKLER HEAD TO BE REMOVED
BE RELOCATED BY OTHERS
EXIST. GIGAPOWER PULLBOX TO
N02°02'31"E
TO REMAIN
EXIST. FENCE
EXIST. DRIVEWAY TO REMAIN
EXIST. UTILITY POLE TO REMAIN
EXIST. UTILITY POLE TO REMAIN EXIST. UTILITY POLE TO REMAIN TO REMAIN
EXIST. UTILITY POLE
TO REMAIN
EXIST. FENCE
EXIST. FENCE TO REMAIN
EXIST. FENCE TO REMAIN SANITARY SEWER
EXIST. OCWS 4"
SANITARY SEWER
EXIST. OCWS 4"
SANITARY SEWER
EXIST. OCWS 4"
EXIST. OCWS 8" FORCE MAIN
SANITARY SEWER
EXIST. OCWS 4"
SANITARY SEWER
EXIST. OCWS 4"
EXIST. OCWS 16" FORCE MAIN
SANITARY SEWER
EXIST. OCWS 4"
EXIST. OCWS 8" GRAVITY MAIN
SANITARY SEWER
EXIST. OCWS 4"
SANITARY SEWER
EXIST. OCWS 4"
BE REMOVED
EXIST. SHRUB TO
EXIST. R/W
24.50' RT.
+60.33
24.50' RT.
+63.12
24.50' RT.
+90.94
24.50' RT.
+93.72
24.50' RT.
+64.61
24.50' RT.
+67.35
23.75' RT.
+37.92
23.75' RT.
+40.89
12.12' RT.
+42.00
WARNING: GAS MAINS AT
AREAS OF CONSTRUCTION
EXIST. AT&T FL 48 COUNT BFOC
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 16+85.40, 15.31 LT
NORTHING: 528461.2540
EASTING: 1305157.0951
ELEVATION: 9.641'
+45.20
22.50' RT.
+32.32
22.50' RT.
+76.64
22.25' RT.
+49.93
22.50' RT.
+42.43
22.25' RT.
+42.52
16.74' RT.
+49.99
16.66' RT.
+92.80
16.84' RT.
+00.19
16.73' RT.
+92.74
25.74' RT.
+00.03
25.74' RT.
+11.19
24.50' RT.
+13.89
24.50' RT.
+66.14
14.72' RT.
+78.49
14.72' RT.
+67.97
22.50' RT.
+77.71
22.50' RT.
+40.82
17.50' RT.
+49.45
17.50' RT.
+40.52
26.61' RT.
+47.99
26.61' RT.
+15.97
17.50' RT.
+25.84
17.50' RT.
+16.74
27.22' RT.
+25.00
27.22' RT.
+83.70
16.75' RT.
+83.78
27.86' RT.
+54.41
22.50' RT.
+14.54
22.50' RT.
+44.27
21.75' RT.
EXIST. DRIVEWAY TO REMAIN
TO REMAIN
EXIST. DRIVEWAY
TO BE REMOVED
EXIST. TREES
+37.00
11.95' RT.
� SURVEY WOODHAM AVE
24.50' RT.
+09.37
24.50' RT.
+12.28
EXIST. OKALOOSA GAS 2-7/8" GAS MAIN
3/4" STL S/L
EXIST. OKALOOSA GAS
EXIST. OKALOOSA GAS 5/8" PE S/L
TO BE REPLACED
EXIST. MAILBOX
TO BE REPLACED
EXIST. MAILBOX
+08.00
12.02' RT.+13.00
11.91' RT.
+64.00
12.41' RT.
+59.00
12.27' RT.
+10.00
12.70' RT.
+15.00
12.94' RT.
+90.00
11.69' RT.
+95.00
11.95' RT.
+64.00
12.10' RT.
+69.00
11.61' RT.
12" WM
EXIST. CITY FWB
1"=40'N
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ROADWAY PLAN
BL WOODHAM AVE - PLAN 1 [SHEET] : c:\pw_working\drmp01\d0158279\PLANRD01.dgn
3:08:08 PM4/14/2026Tyler.Smith
U
A T E R
W A T E R
W A T E R
W A T E R
W A T E R
W A T E R
W A T E R
GAS
GAS
21 22 23 24 25 26 27
T A
Y L
O R
C
IR
T A
Y L
O R
C
IR
M A
R L
O W
E D
R
CONST. 5' SIDEWALK
CONST. 5' SIDEWALK
BE RELOCATED BY OTHERS
EXIST. GIGAPOWER PULLBOX TO
+40.00
22.50' RT.
+60.00
21.00' RT.
+70.00
22.50' RT.
+25.73
23.00' RT.
+90.70
23.00' RT.
TO BE REMOVED
EXIST. TREES
N02°02'31"E
WHITE
24"
12" WHITE
7'
EXIST. FENCE TO REMAIN
BE RELOCATED BY OTHERS
EXIST. GIGAPOWER PULLBOX TO
EXIST. UTILITY POLE TO REMAIN
SANITARY SEWER
EXIST. OCWS 4"
EXIST. OCWS 8" FORCE MAIN
EXIST. OCWS 16" FORCE MAIN
WATER MAIN
EXIST. OCWS 12"
SANITARY SEWER
EXIST. OCWS 4"
EXIST. OCWS 8" GRAVITY MAIN
EXIST. R/W
24.50' RT.
+32.82
24.50' RT.
+35.72
24.00' RT.
+72.18
24.00' RT.
+69.38
23.50' RT.
+97.28
23.50' RT.
+94.74
WARNING: GAS MAINS AT
AREAS OF CONSTRUCTION
EXIST. AT&T FL 48 COUNT BFOC
LEGEND
DETECTABLE WARNING
6" CONCRETE
5.5'
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 23+27.47, 17.32 LT
NORTHING: 529102.9906
EASTING: 1305177.9703
ELEVATION: 11.218'
+47.04
24.00' RT.
+04.34
17.50' RT.
+03.61
27.86' RT.
+47.46
22.00' RT.
+54.80
22.00' RT.
+68.00
11.78' RT.
+09.37
17.00' RT.
+31.50
17.00' RT.
+09.34
25.05' RT.
+31.38
25.05' RT.
+96.89
15.98' RT.
+04.32
16.21' RT.
+96.89
22.00' RT.
+04.30
22.00' RT.
+72.68
16.50' RT.
+72.61
22.52' RT.
+80.01
22.52' RT.
CONCRETE REMOVAL
+50.00
21.00' RT.
+44.10
24.00' RT.
+50.00
22.00' RT.
+55.00
21.25' RT.
16.50' RT.
+80.00� SURVEY WOODHAM AVE
EXIST. OKALOOSA GAS 5/8" PE S/L
EXIST. OKALOOSA GAS 2" PE GAS MAIN
EXIST. OKALOOSA GAS 3/4" STL S/L
5/8" PE S/L
EXIST. OKALOOSA GAS
+86
+91
+08
+25 +32
+22
EXIST. MAILBOX TO BE REPLACED
+19.02
24.00' RT.
+22.01
24.00' RT.
+40.00
23.00' RT.
+55.00
22.00' RT.
+76.00
22.50' RT.
+82.00
23.00' RT.
EXIST. UTILITY POLE TO REMAIN
STOP 700-1-500
STA 13+53.00
EXIST. OKALOOSA GAS 3/4" STL S/L
+32.00
12.10' RT.
+37.00
11.85' RT.
+73.00
11.77' RT. +43.00
11.38' RT.
+48.00
11.36' RT.
+23.00
11.20' RT.
+18.00
11.46' RT.
+94.00
10.97' RT.
+99.00
11.07' RT.
TO BE REPLACED
EXIST. MAILBOX
TO BE REPLACED
EXIST. MAILBOX
12" WM
EXIST. CITY FWB
1"=40'N
W A T E R
W A T E R
W A T E R
W A T E R
W A T E R
W A T E R
UGAS
GAS
27 28 29 30 31 32 33
N D
A V
E
CONST. 5' SIDEWALK
CONST. 5' SIDEWALK
EXIST. TREE TO BE REMOVED
BE RELOCATED BY OTHERS
EXIST. GIGAPOWER PULLBOX TO
BE RELOCATED BY OTHERS
EXIST. GIGAPOWER PULLBOX TO
IN PLACE
METER TO BE ADJUSTED
EXIST. CITY FWB WATER
N02°02'31"E
+44.97
18.00' RT.
+00.44
21.50' RT.
24" WHITE
12" WHITE
8'
+60.00
18.00' RT.
+70.00
21.00' RT.
BE RELOCATED BY OTHERS
EXIST. GIGAPOWER PULLBOX TO
EXIST. UTILITY POLE TO REMAIN
TELE. PEDESTAL TO REMAIN
EXIST. CENTURYLINK/LUMEN
EXIST. BUSH TO BE REMOVED
EXIST. OCWS 16" FORCE MAIN
EXIST. OCWS 8" FORCE MAIN
EXIST. OCWS 12" WATER MAIN
EXIST. R/W
EXIST. TREES TO BE REMOVED
23.50' RT.
+66.03
23.45' RT.
+68.84
WARNING: GAS MAINS AT
AREAS OF CONSTRUCTION
EXIST. AT&T FL 48 COUNT BFOC
LEGEND
DETECTABLE WARNING
6" CONCRETE
5.5' MIN.
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 31+79.06, 17.73 LT
NORTHING: 529954.0492
EASTING: 1305207.8983
ELEVATION: 12.123'
+47.62
21.50' RT.
+47.72
15.62' RT.
+55.24
15.50' RT.
+55.10
21.25' RT.
+69.07
15.32' RT.
+76.89
15.34' RT.
+67.05
21.25' RT.
+74.60
21.50' RT.
+74.27
16.00' RT.
+85.36
16.00' RT.
+71.94
25.20' RT.
+82.18
25.20' RT.
+37.55
16.00' RT.
+50.27
16.00' RT.
+36.64
25.64' RT.
+48.69
25.64' RT.
+20.35
16.00' RT.
+29.68
16.00' RT.
+21.07
24.27' RT.
+28.72
24.27' RT.
+97.02
16.00' RT.
+98.38
23.93' RT.
CONCRETE REMOVAL
+50.27
16.00' RT.
+69.26
16.00' RT.
+50.79
24.69' RT.
+68.44
24.69' RT.
� SURVEY WOODHAM AVE
+37
+43
+02
+21
+93 +60
+65.00
10.90' RT.
+70.00
10.72' RT.
EXIST. CITY FWB 12" WM
6" WM
EXIST. CITY FWB
BT 25PR
EXIST. CENTURYLINK/LUMEN
BT 900PR
EXIST. CENTURYLINK/LUMEN
1"=40'N
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
BL WOODHAM AVE - PLAN 3 [SHEET] : c:\pw_working\drmp01\d0158279\PLANRD01.dgn
3:08:09 PM4/14/2026Tyler.Smith
A T E R
W A T E R
W A T E R
G A
SU
GAS
GAS
33 34 35 36
G L
A D
Y S
S T
N E
W C
A S
T L E
D R
CONST. 5' SIDEWALK
+79.00
16.00' RT.
+79.00
10.71' RT.
+84.00
10.80' RT.
+84.00
12.80' RT.
N02°02'31"E
+99.79
21.00' RT.
SKIPPER AVE.
END PROJECT
END CONSTRUCTION
STA. 36+41.40
LEGEND
DETECTABLE WARNING
10'
8'
12" WHITE
24" WHITE
12" WHITE
24" WHITE
S T
O P
700-1-500
STA 35+71.00
EXIST. OCWS 16" FORCE MAIN
EXIST. OCWS 8" GRAVITY MAIN
EXIST. OCWS 4" SANITARY SEWER
EXIST. OCWS 8" FORCE MAIN
EXIST. OCWS 12" WATER MAIN
EXIST. R/W
23.00' RT.
+14.31
23.00' RT.
+18.19
WARNING: GAS MAINS AT
AREAS OF CONSTRUCTION
EXIST. AT&T FL 48 COUNT BFOC
6" CONCRETE
5.5'
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 35+57.35, 16.40 LT
NORTHING: 530332.0558
EASTING: 1305222.7107
ELEVATION: 13.636'
.5
+05.81
23.93' RT.
+06.38
16.00' RT.
+79.69
16.00' RT.
+89.80
16.00' RT.
+80.53
21.63' RT.
+88.90
21.63' RT.
CONCRETE REMOVAL
OWNER PRIOR TO CONSTRUCTION
EXIST. FENCE TO BE REMOVED BY
� SURVEY WOODHAM AVE
2-7/8" STL GAS MAIN
EXIST. OKALOOSA GAS
EXIST. OKALOOSA GAS 2-7/8" STL GAS MAIN
EXIST. OKALOOSA GAS 2-7/8" STL GAS MAIN
3/4" STL S/L
EXIST. OKALOOSA GAS
3/4" STL S/L
EXIST. OKALOOSA GAS
+19
+32
+35
+01
+92
+41
+71
+76
+86
TO BE REPLACED
EXIST. MAILBOX
+13.50
10.88' RT.
+18.50
10.82' RT.
EXIST. CITY FWB 6" WM
BT 900PR
EXIST. CENTURYLINK/LUMEN
1"=40'N
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
BL WOODHAM AVE - PLAN 5 [SHEET] : c:\pw_working\drmp01\d0158279\PLANRD01.dgn
3:08:10 PM4/14/2026Tyler.Smith
1" = 4' Vertical
1" = 40' Horizontal
SCALE
-4 -4
0 0
4 4
8 8
12 12
9 10 11 12 13 14
E G
L I N
S T
(+)1.18 0%
(+)0.389%
S T
A
.2
E L
.7
S T
A
.0
E L
.5
£ SURVEY WOODHAM AVE10+09.95STA.
BEGIN BACK OF SIDEWALK PROFILE
PROFILE GRADE AT BACK OF SIDEWALK
EXIST. GROUND AT BACK OF SIDEWALK
D R
IV
E
W A
Y
D R
IV
E
W A
Y
(+)0.9 95%
(+)1.25 0%
(-)0.400% (+)0.314%
(-)2.143%(-)4.991% (+)1.16
9% )4 .9
(-)2.254%
(-)0.980%
(-)0.412% (-)0.544%
S T
A
.9
E L
.7
S T
A
.0
E L
.8
S T
A
.0
E L
.0
S T
A
.0
E L
.9
S T
A
.0
E L
.0
S
T A
.0
E
L
.9
S T
A
.2
E L
.1
S T
A
.2
E L
.2
S T
A
.0
E L
.0
S T
A
.6
E L
.3
S T
A
.0
E L
.1
S T
A
.8
E L
.9
S T
A
.2
E L
.6
SLOPE OVER A DISTANCE OF 5'.
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
1" = 4' Vertical
1" = 40' Horizontal
SCALE
0 0
4 4
8 8
12 12
16 16
15 16 17 18 19 20
(+)0.389%
S T
A
.7
E L
.8
(+)0.971
(+)0.433%S T
A
.7
E L
.8
S
T A
.0
E L
.9
S T
A
.3
E L
.0
(+)2 .606
S T
A
.2
E L
.9
S T
A
.4
E L
.2
(+)0.301%
PROFILE GRADE AT BACK OF SIDEWALK
EXIST. GROUND AT BACK OF SIDEWALK
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
(+)0.802%
(+)2 .267
(+)1.7
31%
(+)0.280%
3.3
S T
A
.7
E L
.2
S T
A
.0
E L
.3
S T
A
.4
E L
.5
S T
A
.4
E L
.8
S T
A
.9
E L
.0
S T
A
.0
E L
.1
S T
A
.5
E L
.6
(-)2.542%
(+)0.062%
SIDEWALK CROSS SLOPE TRANSITION
STA. 15+81.76
-1.00%
STA. 16+15.00
-1.00%
2.00%
STA. 16+25.00
STA. 14+96.76
1.00%
STA. 15+27.32
1.00%
SIDEWALK CROSS SLOPE
(+)0.546%
(-)0.103% (+)1.6 55% (-)0.049%
(-)0.533%
(-)0.077%
(-)0.713%
S T
A
.2
E L
.6
S T
A
.7
E L
.6
S
T A
.0
E
L
.7
S T
A
.9
E L
.6
S T
A
.0
E L
.1
S T
A
.5
E L
.1
S
T A
.0
E L
.1
S T
A
.0
E L
.0
S T
A
.8
E L
.9
30.56' 33.24' 10'
SLOPE OVER A DISTANCE OF 5'.
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
BACK OF SIDEWALK PROFILE
BL WOODHAM AVE - PROFILE - PROFILE 1 [SHEET] : c:\pw_working\drmp01\d0158279\PROFRD01.dgn
3:08:23 PM4/14/2026Tyler.Smith
SCALE
4 4
8 8
12 12
16 16
20 20
21 22 23 24 25
T A
Y L
O R
C
IR
(+)0.409% (+)1.17
6%(-)0.272%
PROFILE GRADE AT BACK OF SIDEWALK
EXIST. GROUND AT BACK OF SIDEWALK
(+)1.
726%
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
S T
A
.1
E L
.7
(-)2.542%
3.4
(+)0.560% (-)0.126% (+)0.841% (-)0.428%
S T
A
.7
E L
.9
S T
A
.0
E L
.0
S T
A
.0
E L
.6
S T
A
.0
E L
.8
S T
A
.4
E L
.8
S
T A
.8
E L
.8
S T
A
.0
E L
.2
S T
A
.3
E L
.3
S T
A
.4
E L
.2
(+)1.
786%
(-)0.706% (+)0.079% (-)0.066% (-)1.857%
S T
A
.8
E L
.8
S T
A
.7
E L
.6
S T
A
.5
E L
.7
S T
A
.0
E L
.6
S T
A
.7
E L
.0
SLOPE OVER A DISTANCE OF 5'.
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
1" = 4' Vertical
1" = 40' Horizontal
SCALE
4 4
8 8
12 12
16 16
20 20
26 27 28 29 30 31
N
D A
V E
(-)1.943% (+)1.
994% (+) 4.0
(-)0.428%
PROFILE GRADE AT BACK OF SIDEWALK
EXIST. GROUND AT BACK OF SIDEWALK
S T
A
.8
E L
.0
(+)0.387%
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
(+)0.544%
(+)0.662%
(-)0.787%
(+)1.16 0%
(-)0.733% (-)1.135%
(-)1.593%
(+)1.
944%
(-)2.366%
S T
A
.9
E L
.5
S T
A
.0
E L
.7
S T
A
.1
E L
.5
S T
A
.4
E L
.5
S T
A
.0
E L
.4
S T
A
.0
E L
.7
S T
A
.0
E L
.5
S T
A
.5
E L
.4
S T
A
.7
E L
.1
S T
A
.0
E L
.0
S T
A
.2
E L
.4
(+)1.080
(+)0.044%
(+)0.135%(-)0.100%
(-)0.147%
(+)0.134%
(+)1.22 5% (-)0.701%
(-)2.885%
S T
A
.3
E
L
.0
S T
A
.6
E L
.1
S
T A
.0
E
L
.1
S T
A
.0
E L
.1
S T
A
.6
E L
.0
S
T A
.1
E
L
.0
S T
A
.0
E L
.5
S T
A
.0
E L
.1
S
T A
.6
E L
.0
S
T A
.0
E L
.7
S T
A
.4
E L
.4
SLOPE OVER A DISTANCE OF 5'.
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
BL WOODHAM AVE - PROFILE - PROFILE 3 [SHEET] : c:\pw_working\drmp01\d0158279\PROFRD01.dgn
3:08:25 PM4/14/2026Tyler.Smith
SCALE
4 4
8 8
12 12
16 16
20 20
32 33 34 35 36
EXIST. GROUND AT BACK OF SIDEWALK
PROFILE GRADE AT BACK OF SIDEWALK
(-)0.951% (+)0.386% (-)0.521% (-)1.294%(+)2
.448
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y
D R
IV
E
W A
Y(+)0.544%
£ SURVEY WOODHAM AVE35+99.79STA.
END BACK OF SIDEWALK PROFILE
(+)0.965
(+)0.316% (+)0.054%
(+)0.590% (+)0.380% (-)0.402%
S T
A
.2
E L
.4
S T
A
.0
E L
.9
S T
A
.0
E L
.7
S
T A
.8
E
L
.7
S T
A
.3
E L
.0
S
T A
.0
E
L
.9
S T
A
.4
E L
.0
S
T A
.9
E L
.8
S T
A
.0
E L
.1
S T
A
.0
E L
.7
S T
A
.0
E L
.9
S T
A
.7
E L
.7
SLOPE OVER A DISTANCE OF 5'.
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
BL WOODHAM AVE - PROFILE - PROFILE 5 [SHEET] : c:\pw_working\drmp01\d0158279\PROFRD01.dgn
3:08:25 PM4/14/2026Tyler.Smith
1:
10+25.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM E
L
.8
GM
1:
1:
1:
1:
11+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM E
L
.0
GM
1:
11+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
E L
.0
GM
12+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
E L
.9
GM
1:6
1:
14+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.5
GM
1:6
15+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
1.00%
FM
FM
E L
.9
GM
16+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
1.00%-
FM
FM
E L
.3
GM
17+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.1
GM
1:
1:6
18+30.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.7
4.00%
GM
1:6 1:
19+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.1
GM
1:
20+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00% 1:
FM
FM
E L
.0
GM
1:
1:6
1:
21+20.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.6
GM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
CROSS SECTIONS
XS SHEET WOODHAM AVE - 10+25.00 [SHEET] : c:\pw_working\drmp01\d0158279\RDXSRD-Sheets-01.dgn.dgn
3:08:43 PM4/14/2026Tyler.Smith
1:6
1:
22+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.6
GM
22+60.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FMFM
E L
.6
GM
1:
24+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FMFM
E L
.9
GM
1:
25+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FMFM
E L
.2
GM
1:
25+80.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.0
GM
1:
1:
26+40.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E 2.00%
FM
FM
E L
.1
GM
1:
1:
27+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.1
GM
1:
1:
28+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.5
GM
1:
1:
30+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.4
GM
1:
1:
31+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.8
GM
1:
1:
32+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FM
FM
E L
.9
GM
1:
33+20.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FMFM
E L
.9
GM
1:
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
XS SHEET WOODHAM AVE - 22+00.00 [SHEET] : c:\pw_working\drmp01\d0158279\RDXSRD-Sheets-01.dgn.dgn
3:08:47 PM4/14/2026Tyler.Smith
34+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FMFM
E L
.1
GM
35+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FMFM
E L
.7
GM
1:
35+60.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
FMFM
E L
.9
GM
1:6 1:
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
XS SHEET WOODHAM AVE - 34+00.00 [SHEET] : c:\pw_working\drmp01\d0158279\RDXSRD-Sheets-01.dgn.dgn
3:08:49 PM4/14/2026Tyler.Smith
8.00%2.00%
11+29.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
FM
GM
9.00%2.00%
12+10.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
FM
GM
7.00%2.00%
18+73.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM
GM
6.00%2.00%
19+45.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM
GM
7.00%2.00%
20+21.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM
GM
10.0 0%
2.00%
20+94.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM
GM
6.00%2.00%
25+21.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FMFM
GM
4.00%2.00%
26+76.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM
GM
2.00%
28+72.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM GM
2.00% 5.00%
27+52.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM GM
2.00%8.00%
29+79.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM GM
9.00% 2.00%
30+60.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM GM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
WOODHAM AVE DRIVEWAYS - 11+29.00 [SHEET] : c:\pw_working\drmp01\d0158279\RDXSRD-Sheets-01.dgn.dgn
3:08:51 PM4/14/2026Tyler.Smith
DRIVEWAYS
2.00%9.00%
31+44.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM GM
2.00%9.00%
32+25.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM GM
2.00%7.00%
33+02.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FM
FM
GM
2.00%4.00%
33+85.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
FMFM GM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
WOODHAM AVE DRIVEWAYS - 27+52.00 [SHEET] : c:\pw_working\drmp01\d0158279\RDXSRD-Sheets-01.dgn.dgn
3:08:53 PM4/14/2026Tyler.Smith
DRIVEWAYS
PROPOSED 24" WHITE PAVEMENT MARKINGS.
5. REMOVE EXISTING 24" WHITE STOP BARS AS SHOWN IN PLANS BEFORE PLACING
STANDARD PLANS 102-660 UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETE.
4. MAINTAIN SIDEWALK CLOSURES IN ACCORDANCE WITH THE CURRENT EDITION OF THE FDOT
INDEX 102-600 SHEET 8.
THAN 1:4, ARE TO BE RESTORED WITHIN THE SAME WORK PERIOD, PER STANDARD PLANS
3. ANY DROP OFF CONDITIONS CREATED THAT ARE GREATER THAN 3" AND SLOPE STEEPER
2. REFER TO FDOT STANDARD PLANS, 102-602 FOR ADVANCED SIGNAGE NEEDED IN WORK ZONES.
PLANS 102-600, 102-602, AND 102-603.
1. MAINTAIN TRAFFIC IN ACCORDANCE WITH THE CURRENT EDITION OF THE FDOT STANDARD
TEMPORARY TRAFFIC CONTROL PLAN (TTCP) NOTES
R/W LINE
EXISTING ROADWAY
DEVICE
CHANNELIZATION
NATURAL GROUND
STA. 9+94.09 TO STA. 36+41.40
WOODHAM AVENUE
TRAFFIC CONTROL
WOODHAM AVENUE
SIDE STREET
200'
A
S
ID
E S
T R
E E
T
- SKIPPER AVE
- GLADYS ST
- NEWCASTLE DR
- 2ND AVE
- MARLOWE DR
- TAYLOR CIR (BOTH SIDES)
- DAVENPORT RD
- EGLIN ST
- MERLE CIR
- SOUTH AVE (BOTH SIDES)
SIDE STREETS:
AHEAD
WORK
ROAD
A
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
CONTROL PLAN
TEMPORARY TRAFFIC
TYPICAL SECTION 1 [SHEET] : c:\pw_working\drmp01\d0158279\TCTYRD01.dgn
3:09:06 PM4/14/2026Tyler.Smith
WORK ZONE
| KEYSRD01 |
| CESSRD01 |
| TYPSRD01 |
| GNNTRD01 |
| PLANRD01 |
| PLANRD01 |
| PLANRD01 |
| PROFRD01 |
| PROFRD01 |
| PROFRD01 |
| RDXSRD-Sheets-01 |
| RDXSRD-Sheets-01 |
| RDXSRD-Sheets-01 |
| RDXSRD-Sheets-01 |
| RDXSRD-Sheets-01 |
| TCTYRD01 |
| 2026-04-20T11:32:45-0500 | |
| Julian A Poole |
File details come from the government source that posted it. Updated .