45387915801-ROADWAY-PLANS-01.pdf
PDF 4 MB Posted
- Attached to
- 6th Avenue Sidewalk-LAP
- Solicitation number
- ITB PW 43-26
- Issued by
- Okaloosa County, Florida
About this file
This is a roadway construction plan document prepared by DRMP, Inc. for Okaloosa County Board of County Commissioners in Florida. The project involves installation of a 6-foot wide ADA-compliant sidewalk along 6th Avenue extending from SR 85 (Eglin Parkway) to 11th Street, spanning from station 13+47.27 to station 60+28.23, a total distance of approximately 46.8 miles of linear work. The contract is identified as C25-4113-PW with Financial Project ID 453879-1-58-01. The comprehensive construction plans include roadway layouts, typical sections, drainage structures, cross-sections at regular intervals, roadway profiles for both right and left sides, temporary traffic control measures, and driveway reconstruction details. The project encompasses concrete sidewalk installation in varying thicknesses (4 inches and 6 inches), removal of existing concrete, erosion control, sediment barriers, detectable warning surfaces, performance turf installation, thermoplastic pavement markings, sign assembly work, and utility adjustments including manhole and valve box modifications. An estimated contract time of 180 days is specified, with work to proceed one block at a time with channelizing devices at 50-foot spacing.
The plans indicate substantial utility coordination requirements involving multiple agencies including Okaloosa County Water and Sewer, Okaloosa Gas District, Florida Power & Light, Cox Communications, CenturyLink/Lumen, AT&T, and LiveOak Fiber LLC. The project requires contractor compliance with NPDES Construction Generic Permit requirements, erosion control and stormwater pollution prevention plans, and coordination with the U.S. Postal Service for relocation of neighborhood delivery and collection box units. All work must adhere to Florida Department of Transportation FY2026-27 Standard Specifications and Standard Plans. The Engineer of Record is Julian A. Poole, P.E. (License No. 77592) from DRMP, Inc., located at 700 S. Palafox Street, Suite 160, Pensacola, FL 32502. The County Project Manager is Michelle Gartman, P.E. Pay items are organized by category including mobilization, maintenance of traffic, clearing and grubbing, concrete work, landscaping, and pavement markings, with quantities specified for each line item to establish construction costs and potential utility adjustments during the project execution phase.
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| File | Type | Posted |
|---|---|---|
| 6th_Avenue_Sidewalk-LAP.pdf | ||
| ITB_43-26_6th_Avenue_Sidewalk.pdf |
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Text version
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FT LAUDERDALE
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NAPLES
KEY WEST
SHEET DESCRIPTIONSHEET NO.
FINANCIAL PROJECT ID 453879-1-58-01
OKALOOSA COUNTY (58520)
INDEX OF ROADWAY PLANS
6TH 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.: F951791174001
SIDEWALK CONSTRUCTION
FROM SR 85 (EGLIN PARKWAY) TO 11TH STREET
(850) 469-9077
: c:\pw_working\drmp01\d0157853\KEYSRD01.dgn
11:42:20 AM4/14/2026#USER$
20 - 26
10 - 18
5 - 9
TEMPORARY TRAFFIC CONTROL PLAN
CROSS SECTIONS
DRAINAGE STRUCTURES
ROADWAY 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
N
MP 0.952
STA 60+28.23
END PROJECT
MP 0.066
STA 13+47.27
BEGIN PROJECT
T-2-S
T-1-S
TO DESTIN
TO GULF BREEZE
T O
N I C
E V I L L E
STATE OF
No 77592
ESNECIL
EL
OOP .A NAILUJ
R E
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NIGNE LANOIS
SEF
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P
ADIROL
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SHAL
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DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
ROAD NO. FINANCIAL PROJECT IDCOUNTY
453879-1-58-01
OKALOOSA
AVE
6TH
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\d0157853\CESSRD01.dgn
11:42:33 AM4/14/2026Tyler.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 180 DAYS.0102- 1-
WILL BE REQUIRED TO OBTAIN A NPDES CONSTRUCTION GENERIC PERMIT (CGP) IN ACCORDANCE WITH 62-621.300(4) F.A.C. FOR PROJECTS WITH A DISTURBED AREA GREATER THAN 1 ACRE.
THE CONTRACTOR IS TO SUBMIT AN EROSION CONTROL PLAN (ECP) AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING WORK. THE CONTRACTOR
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
INCLUDES PAYMENT FOR 1 SIGN PER SIDE STREET (24 TOTAL SIDE STREETS). 0102- 60-
BASED ON WORKING ONE BLOCK AT A TIME WITH CHANNELIZING DEVICES AT 50-FT SPACING.0102- 74-1-
INCLUDES 1 MANHOLE, ADJUST 1 TELE. PEDESTAL, RELOCATE 2 TELE. PEDESTALS.0425- 5- 1
ALTERNATE BID PAY ITEM NOTES:
INCLUDES COST TO COORDINATE WITH POSTMASTER FOR RELOCATION OF 2 NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNITS (NDCBU) AT STA. 20+87 AND STA. 25+15.0110- 7- 1
INCLUDES COST TO REMOVE ALL CONFLICTING PAVEMENT MARKINGS (PAINT AND THERMOPLASTIC).0711- 17- 1
INCLUDES EIGHT (8) 9" HANDHOLES AND SEVEN (7) 17"X30"X24" HANDHOLES.0425- 6-
PROPOSAL SUMMARY OF PAY ITEMS
ALTERNATE BID - UTILITY ADJUSTMENTS*
ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY TOTAL
0425- 5- 1 MANHOLE, ADJUST, UTILITIES EA 4
0425- 6 VALVE BOXES, ADJUST EA 15
* 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 4320
0102- 74- 1 TEMP. BARR - TYPES I, II, DI, VP, DRUM, OR LCD ED 1980
0104- 1 ARTIFICIAL COVERINGS / ROLLED EROSION CONTROL PRODUCTS SY 27
0104- 10- 3 SEDIMENT BARRIER LF 1100
0104- 18 INLET PROTECTION SYSTEM EA 11
0110- 1- 1 CLEARING & GRUBBING (1.06 AC) LS/AC 1
0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 384
0110- 7- 1 MAILBOX, F&I SINGLE EA 4
0120- 1- REGULAR EXCAVATION CY 307
0120- 2- 2 BORROW EXCAVATION, TRUCK MEASURE CY 189
0430-982-125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 1
0522- 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 2454
0522- 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 579
0527- 2 DETECTABLE WARNINGS SF 453
0570- 1- 2 PERFORMANCE TURF, SOD SY 2609
0700- 1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF AS 8
0700- 1-500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE AS 10
0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 995
0711- 11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 98
0711- 14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 131
0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 225
STA. 13+47.27 TO STA. 60+28.23
SURVEY FOR NORTH SIDE)�(MIRROR ABOUT
6TH AVENUE
R/W LINE
4" CONCRETE SIDEWALK
0.02
£ SURVEY
R/W VARIES
VARIES 10' - 12' VARIES 10' - 12'
R/W LINE
R/W VARIES
VARIES, 5' TYP.
PGP
2'
SOD
CONSTRUCTION
LIMITS OF
SOD
6'
1:4
TRAFFIC DATA
POSTED SPEED = 25 MPH
DESIGN SPEED = 25 MPH
1:6
2' (VARIES 1' TO 2')
AND GRUBBING
STANDARD CLEARING
0.02
6'
6" THICK CONCRETE DRIVEWAY
VARIESSLOPE
EXISTING DRIVEWAY
EXISTING ROADWAY
5' TYP. VARIES
WIDTH
NTS
(MIRROR FOR DRIVEWAYS ON NORTH SIDE)
RECONSTRUCT DRIVEWAY DETAIL
0.02 0.02
PGP
DATE DESCRIPTION
NO.
SHEETOKALOOSA COUNTY
BOARD OF COUNTY COMMISSIONERS
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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
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32502 FL, PENSACOLA
700 S PALAFOX STREET SUITE 160
DRMP, INC.
P.E. 77592LICENSE NUMBER:
JULIAN A. POOLE, P.E.
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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
7. THE U.S. FISH AND WILDLIFE SERVICE (USFWS) HAS PROPOSED TO LIST THE TRICOLORED BAT AS AN ENDANGERED SPECIES. TO
PLANS 110-200.
6. THE CONTRACTOR IS TO COORDINATE WITH THE POSTMASTER FOR RELOCATION OF THE NDCBU INSTALLATIONS PER STANDARD
EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN THE PROJECT LIMITS ARE TO REMAIN, UNLESS OTHERWISE NOTED. 5.
(850) 623-3521TOM MANNINGAT&T DISTRIBUTION
(850) 244-5800CHRIS CRAWFORDOKALOOSA COUNTY WATER AND SEWER
(850) 729-4700SHAWN CROFTOKALOOSA GAS DISTRICT
(850) 826-1065BOBBY BOYDSTUNOKALOOSA COUNTY INFORMATION TECHNOLOGY
(850) 693-5610NICK MCMANUS LIVEOAK FIBER, LLC
(850) 689-4629JEREMY COON FLORIDA POWER & LIGHT
281-9889(337)TODD ARDOINCOX COMMUNICATIONS INC.
(850) 815-3126BRANDON STRICKLAND CENTURY LINK / LUMEN
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
S68°10'12"E S87° 35'4
1"E
WATER
U
WATER
WATER
WATER
WATER
TEL
U
SAN
SD
SAN
BACK FLOW
BACK FLOW
N
D
S
T
N
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S
T
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L I N
P
K W
Y
� SURVEY 6TH AVENUE
LEGEND
DETECTABLE WARNING
12" WHITE
160°34'32"
+47.29
30.95' RT.
+51.52
27.00' RT.
+63.59
27.00' RT.
BEGIN PROJECT
BEGIN CONSTRUCTION
STA. 13+47.27 £ SURVEY 6TH AVENUE
BY OWNER
ADJUST IN PLACE
EXIST. SANITARY MANHOLE
+47.27
27.62' RT.
STOP
STOP
+99.17
27.00' RT.
+10.00
27.00' RT.
+25.00
24.00' RT.
EXIST. OCWS 8" GRAVITY MAIN
10'
700-1-500
STA 15+13.00L
IM
IT
S P
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D
700-1-500
STA 15+93.00
+24.69
24.00' RT.
+40.52
24.00' RT.
+58.52
18.32' RT.
+59.23
25.90' RT.
+74.88
25.90' RT.
+75.14
18.50' RT.
+55.00
24.00' RT.
+99.38
24.50' RT.
S T O
P 700-1-500
STA 13+53.00
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 10+34.69, 23.33 LT
NORTHING: 530330.7154
EASTING: 1312838.5346
ELEVATION: 8.166'
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 14+23.20, 17.33 LT
NORTHING: 530206.9574
EASTING: 1313196.6158
ELEVATION: 7.835'
WARNING: GAS MAINS AT
AREAS OF CONSTRUCTION
EXIST. OCIT BURIED FIBER
12-COUNT FIBER TO REMAIN
EXIST. LOF 1.25" HDPE CONDUIT
TO REMAIN
12-COUNT FIBER
0.75 HDPE CONDUIT
1.25" HDPE CONDUIT
EXIST. LOF
BY OWNER
ADJUST IN PLACE
EXIST. LOF 9" HANDHOLE
24.41' RT.
+59.09
6" CONCRETE
+53
+06
+65
+98
CONCRETE REMOVAL
STOP BAR TO REMAIN
S T O
P
BURIED TELEPHONE 50 PR
EXIST. CENTURYLINK/LUMEN
BURIED TELEPHONE 50 PR
EXIST. CENTURYLINK/LUMEN
N
.8
S87°35'41"E
16 17 18 19 20 21 22
TEL
WATER
TEL
TEL
TEL
SAN
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S
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� SURVEY 6TH AVENUE
12" WHITE
LEGEND
DETECTABLE WARNING
BY OWNER
ADJUST IN PLACE
EXIST. LOF 9" HANDHOLE
+60.86
24.50' RT.
BY OWNER
ADJUST IN PLACE
17X30X24 HANDHOLE
EXIST. LOF
ADJUST IN PLACE BY OWNER
17X30X24 HANDHOLE
EXIST. LOF
+45.00
26.00' RT.
EXIST. GUY WIRE POLE TO REMAIN
EXIST. GUY WIRES TO REMAIN
GRAVITY MAIN
EXIST. OCWS 8"
EXIST. OCWS 6" WATER MAIN
EXIST. OCWS 1" WATER SERVICE
SEWER SERVICE
EXIST. OCWS 4"
10'
+15.23
24.50' RT.
+40.19
26.50' RT.
+56.03
26.50' RT.
+39.69
18.50' RT.
+56.25
18.50' RT.
+71.98
25.66' RT.
+88.12
25.66' RT.
+71.72
18.50' RT.
+88.62
18.50' RT.
+13.71
24.50' RT.
+29.87
24.50' RT.
+97.79
24.50' RT.
+81.61
24.50' RT.
+61.28
26.36' RT.
+25.00
26.00' RT.
+90.00
26.00' RT.
+44.66
18.50' RT.
+61.83
18.50' RT.
+22.08
20.00' RT.
+28.87
33.52' RT.
+53.54
20.00' RT.
+48.68
33.52' RT.
+55.00
26.00' RT.
+70.00
24.00' RT.
S
TO
P 700-1-500
STA 18+43.00
26.36' RT.
+45.02
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 18+44.39, 24.19 LT
NORTHING: 530196.1316
EASTING: 1313617.7187
ELEVATION: 10.392'
WARNING: GAS MAINS AT
AREAS OF CONSTRUCTION
BY OWNER
ADJUST IN PLACE
9" HANDHOLE
EXIST. LOF
12-COUNT FIBER TO REMAIN
2.00" HDPE CONDUIT
1.25" HDPE CONDUIT
EXIST. LOF
12-COUNT FIBER TO REMAIN
0.75" HDPE CONDUIT
1.25" HDPE CONDUIT
EXIST. LOF
288-COUNT FIBER
12-COUNT FIBER
(2) 1.25" HDPE CONDUIT
EXIST. LOF TO REMAIN
1.25" HDPE CONDUIT
EXIST. LOF
2.00" HDPE CONDUIT
EXIST. LOF
23.00' RT.
+30.0023.00' RT.
+95.75
6" CONCRETE
STOP BAR TO REMAIN
+51
+06
+92 +62
PER STANDARD PLANS 110-200
OF THE NDCBU INSTALLATION
FOR RELOCATION
COORDINATE WITH POSTMASTER
CONCRETE REMOVAL
EXIST. OGD 2" PE GAS MAIN
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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.
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ROADWAY PLAN
BL-1 - 6TH AVE PLAN 1 [SHEET] : c:\pw_working\drmp01\d0157853\PLANRD01.dgn
11:43:23 AM4/14/2026Tyler.Smith
S87°35'41"E
22 23 24 25 26 27 28
U
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SAN
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S
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O A
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P
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� SURVEY 6TH AVENUE
12" WHITE
24" WHITE
+16.39
21.00' RT.
+79.84
20.00' RT.
EXIST. BRICK PEDESTAL TO BE REMOVED
+90.00
25.00' RT.
+00.00
24.00' RT.
STOP 700-1-500
STA 25+55.00
EXIST. OCWS 8" GRAVITY MAIN
SANITARY SEWER
EXIST. OCWS 4"
EXIST. OCWS 4" SANITARY SEWER
EXIST. OCWS 6" WATER MAIN
SANITARY SEWER
EXIST. OCWS 4" SANITARY SEWER
EXIST. OCWS 4"
BE IMPACTED
EXIST. TREE MAY
8' 10'
+69.00
24.00' RT. +91.00
24.50' RT.
24.50' RT.
+30.00
20.00' RT.
+60.00
25.00' RT.
+49.68
34.00' RT.
+48.94
34.00' RT.
+33.39
24.00' RT.
+90.00
21.00' RT.
+35.00
24.00' RT.
+50.00
+49
24" WHITE
12" WHITE
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 23+73.83, 20.93 LT
NORTHING: 530170.6531
EASTING: 1314146.5587
ELEVATION: 11.710'
WARNING: GAS MAINS AT
AREAS OF CONSTRUCTION
TO REMAIN
72-COUNT FIBER
1.25" HDPE CONDUIT
EXIST. LOF
TO REMAIN
72-COUNT FIBER
1.25" HDPE CONDUIT
EXIST. LOF
PER STANDARD PLANS 110-200
OF THE NDCBU INSTALLATION
FOR RELOCATION
COORDINATE WITH POSTMASTER
LEGEND
DETECTABLE WARNING
6" CONCRETE
MIN.
5.5'
5.5'
13.69' RT.
+63.79
27.94' RT.
+49.24
28.19' RT.
+33.39
13.30' RT.
+20.23
'R
'R
+12
+74
+25
+80
+15
+28
+33
+49
CONCRETE REMOVALEXIST. OGD 2" PE GAS MAIN
+15.00
25.00' RT.
+41
+33.04
25.00' RT.
+96
TELE. PED. ADJUST IN PLACE
EXIST. CENTURYLINK/LUMEN
N
.4
.4
S87°35'41"E
28 29 30 31 32 33 34
SAN
WATER
WATER
SAN
TEL
T
H
S
T
T
H
S
T
� SURVEY 6TH AVENUE
12" WHITE
TO REMAIN
EXIST. FIRE HYDRANT
24" WHITE
12" WHITE
EXIST. HEDGES TO BE REMOVEDBY OWNER
ADJUST IN PLACE
EXIST. LOF 9" HANDHOLE
BY OWNER
ADJUST IN PLACE
EXIST. LOF 17X30X24 HANDHOLE
TO BE REMOVED
EXIST. VEGETATION
BY OWNER
ADJUST IN PLACE
EXIST. LOF 9" HANDHOLE
+55.00
24.00' RT.
S
TO
P
+50.00
24.00' RT.
+65.00
23.50' RT.
700-1-111
STA 28+93.00
STA 29+38.00
700-1-500
STA 33+92.00
SANITARY SEWER
EXIST. OCWS 4"
EXIST. OCWS 8" GRAVITY MAIN
WATER MAIN
EXIST. OCWS 6"
WATER SERVICE
EXIST. OCWS
WATER SERVICE
EXIST. OCWS
SANITARY SEWER
EXIST. OCWS 4"
SANITARY SEWER
EXIST. OCWS 4"
SANITARY SEWER
EXIST. OCWS 4"
S
TO
P
700-1-500
STA 28+86.00
POLE TO REMAIN
EXIST. UTILITY
TO REMAIN
EXIST. UTILITY POLE
PREFORMED
24" WHITE,
TO REMAIN
EXIST. UTILITY POLE
10'
RELOCATED FROM STA. 34+14.00
+98.42
24.00' RT.
+14.30
24.00' RT.
+27.52
24.00' RT.
+43.70
24.00' RT.
+83.06
24.00' RT.
+01.50
24.00' RT.
+72.37
23.50' RT.
+88.98
23.50' RT.
30 X 30
21.00' RT.
+80.00
18.50' RT.
+55.00
24.00' RT.
+85.00
W11-2
W16-7PL
21 X 15
700-1-111
30 X 30
W11-2
W16-7PL
21 X 15
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 29+52.59, 17.31 LT
NORTHING: 530142.7488
EASTING: 1314724.6561
ELEVATION: 11.776'
WARNING: GAS MAINS AT
AREAS OF CONSTRUCTION
TO REMAIN
EXIST. LOF 0.75" HDPE CONDUIT
TO REMAIN
12-COUNT FIBER
EXIST. LOF 1.25" HDPE CONDUIT
LEGEND
DETECTABLE WARNING
6" CONCRETE
5.5'
21.00' RT.
+98.26
18.50' RT.
+39.57
+91
+99 +37
+49
+93 +98
+98
CONCRETE REMOVAL
EXIST. OGD 2" PE GAS MAIN
+93
PLACEMENT OF W11-2/W16-9P SIGN PANEL
SEE DETAIL ON PAGE 9 FOR ADVANCED
TELE. PED. TO BE RELOCATED
EXIST. CENTURYLINK/LUMEN
TELE. PED. TO BE RELOCATED
EXIST. CENTURYLINK/LUMEN
N
.4
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-1 - 6TH AVE PLAN 3 [SHEET] : c:\pw_working\drmp01\d0157853\PLANRD01.dgn
11:43:24 AM4/14/2026Tyler.Smith
34 35 36 37 38 39 40
WATER
WATER
U
TEL
SAN
MH
U
SAN
SD
TEL
TEL
T
H
S
T
T
H
S
T
T
H
S
T
T
H
S
T
� SURVEY 6TH AVENUE
12" WHITE
12" WHITE
24" WHITE
+06.00
23.50' RT.
+48.49
24.00' LT.
12" WHITE
BY OWNER
ADJUST IN PLACE
HANDHOLE
EXIST. LOF 17X30X24
EXIST. LOF 9" HANDHOLE ADJUST IN PLACE BY OWNER
BY OWNERADJUST IN PLACE
EXIST. LOF 17X30X24 HANDHOLE
+30.00
24.00' LT.
+45.00
22.50' LT.
+65.09
22.50' LT.
+95.72
20.00' LT.
S87°35'41"E
+24.79
24.00' LT.
STOP
700-1-500
STA 39+61.00
EXIST. OCWS 8" GRAVITY MAIN
WATER SERVICE
EXIST. OCWS WATER SERVICE
EXIST. OCWS
WATER SERVICE
EXIST. OCWS
WATER SERVICE
EXIST. OCWS
WATER SERVICE
EXIST. OCWS
6" FORCE MAIN
EXIST. OCWS
SANITARY SEWER
EXIST. OCWS 4"
EXIST. OCWS 4" SANITARY SEWER
EXIST. OCWS 4" SANITARY SEWER
EXIST. OCWS 4" SANITARY SEWER
EXIST. OCWS 4" SANITARY SEWER
10'
10'
STA. 33+92.00
RELOCATED TO
+49.73
30.74' LT.
+47.80
18.00' LT.
+67.09
18.11' LT.
+39.29
29.91' LT.
+39.29
18.00' LT.
+64.28
18.00' LT.
+77.98
18.00' LT.
+00.15
18.00' LT.
+98.08
30.66' LT.
+78.78
30.66' LT.
+45.11
18.00' LT.
+45.31
28.37' LT.
+83.55
18.00' LT.
+45.06
18.00' LT.
+83.32
28.37' LT.
+10.86
24.00' LT.
+29.81
24.00' LT.
24-COUNT BFO
EXIST. AT&T FL
24" WHITE, PREFORMED
PLACEMENT OF W11-2/W16-9P SIGN PANEL
SEE DETAIL ON PAGE 9 FOR ADVANCED
STA 34+22.00
700-1-111
W11-2
30 X 30
W16-7PL
21 X 15
STA 29+38.00
700-1-111
W11-2
30 X 30
W16-7PL
21 X 15
11.70' LT.
+00.00
24.00' LT.
+00.00
29.91' LT.
+64.28
15.26' RT.
+06.00
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 34+05.23, 15.75 LT
NORTHING: 530122.1914
EASTING: 1315176.8367
ELEVATION: 12.189'
WARNING: GAS MAINS AT
AREAS OF CONSTRUCTION
TO REMAIN
12-COUNT FIBER
1.25" HDPE CONDUIT
EXIST. LOF
TO REMAIN
24-COUNT FIBER
0.75" HDPE CONDUIT
EXIST. LOF 1.25" HDPE CONDUIT
TO REMAIN
EXIST. LOF 2.00" HDPE CONDUIT
BY OWNERADJUST IN PLACE
EXIST. LOF 9" HANDHOLE
TO REMAIN
24-COUNT FIBER
2.00" HDPE CONDUIT
EXIST. LOF 1.25" HDPE CONDUIT
72-COUNT FIBER TO REMAIN
EXIST. LOF 1.25" HDPE CONDUIT
LEGEND
DETECTABLE WARNING
6" CONCRETE
MIN.
5.5'
ADJUST IN PLACE
EXIST. LOF 9" HANDHOLE
+56
+94
+66
+67
+08
+16
+48
+56
+08
TO BE REPLACED
EXIST. MAILBOX
TO BE REPLACED
EXIST. MAILBOX
+66.52
30.74' LT.
CONCRETE REMOVAL
EXIST. OGD 2" PE GAS MAIN
+26
+78
N
S87°35'41"E
40 41 42 43 44 45 46
U
SAN
SAN
MH
SAN
T
H
S
T
T
H
S
T
F A
W N
L
N
SHALIMAR COMMUNITY PARK � SURVEY 6TH AVENUE
12" WHITE 12" WHITE
24" WHITE
24" WHITE
+86.37
37.00' LT.
EXIST. VEGETATION TO BE IMPACTED
EXIST. TREES TO REMAIN
+94.27
20.00' LT.
+32.67
18.50' LT.
+90.00
18.50' LT.
+15.00
17.75' LT.
+00.00
17.75' LT.
+20.00
22.00' LT.
+56.49
22.00' LT.
+95.47
22.00' LT.
EXIST. TREE TO REMAIN
6" WATER MAIN
EXIST. OCWS
6" FORCE MAIN
EXIST. OCWS
8" GRAVITY MAIN
EXIST. OCWS
10' 10'
700-1-500
STA 44+07.00
L
IM
IT
S
P E
E D
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 40+11.00, 15.87 LT
NORTHING: 530096.8899
EASTING: 1315782.0761
ELEVATION: 12.723'
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 44+29.92, 11.47 LT
NORTHING: 530074.9039
EASTING: 1316200.4446
ELEVATION: 15.945'
WARNING: GAS MAINS AT
AREAS OF CONSTRUCTION
288-COUNT FIBER TO REMAIN
EXIST. LOF 1.25" HDPE CONDUIT
LEGEND
DETECTABLE WARNING
6" CONCRETE
MIN.
5.5'
5.5'
+05
+86 +40
+31
+00 +96
+62
+94
+08 +45
CONCRETE REMOVAL
EXIST. OGD 2" PE GAS MAIN
+58
+75
+17
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
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A N
D S
E A
L E
D U
N D
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F
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BL-1 - 6TH AVE PLAN 5 [SHEET] : c:\pw_working\drmp01\d0157853\PLANRD01.dgn
11:43:26 AM4/14/2026Tyler.Smith
46 47 48 49 50 51 52
SAN
SAN
SAN
SAN
T
H
S
T
T
H
S
T
O A
K
L
N
� SURVEY 6TH AVENUE
12" WHITE
12" WHITE
24" WHITE
24" WHITE
+49.93
21.00' LT. +03.42
25.00' LT.
+10.00
25.00' LT.
+20.00
27.00' LT.
+17.42
22.00' LT. +81.14
21.00' LT.
STOP
700-1-500
STA 47+14.00
STOP
700-1-500
STA 49+76.00
WATER SERVICE
EXIST. OCWS
WATER SERVICE
EXIST. OCWS
+74.00
25.00' LT.
10" WATER MAIN
EXIST. OCWS
8" GRAVITY MAIN
EXIST. OCWS
6" FORCE MAIN
EXIST. OCWS
10'10'
+88.76
46.50' LT.
+88.91
19.00' LT.
+64.88
37.46' LT.
+49.42
37.46' LT.
+51.53
26.12' LT.
+64.77
19.45' LT.+52.65
20.06' LT.
+34.00
27.00' LT.
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 50+23.31, 14.22 LT
NORTHING: 530052.7525
EASTING: 1316793.4236
ELEVATION: 19.771'
TO REMAIN
12-COUNT FIBER
EXIST. LOF 1.25" HDPE CONDUIT
LEGEND
DETECTABLE WARNING
6" CONCRETE
MIN.
5.5'
MIN.
5.5'
+20
+18
+10 +57
+49
+75
+06
+83
+83
+04
CONCRETE REMOVAL
+35 +93
N
S87°35'41"E
52 53 54 55 56 57 58
WATER
TEL
SAN
SAN
SAN
MH
WATER
WATERWATER
WATER
T
H
S
T
B E
R W
IC
K
C
IR
T
H
S
T
� SURVEY 6TH AVENUE 12" WHITE
24" WHITE
+31.97
19.00' LT.
+90.00
19.00' LT.
+01.60
19.00' LT.
+10.00
19.00' LT.
+30.00
21.00' LT.
WATER SERVICE
EXIST. OCWS
WATER SERVICE
EXIST. OCWS
WATER SERVICE
EXIST. OCWS
WATER SERVICE
EXIST. OCWS
WATER SERVICE
EXIST. OCWS
WATER SERVICE
EXIST. OCWS
WATER SERVICE
EXIST. OCWS
10" WATER MAIN
EXIST. OCWS
2" WATER MAIN
EXIST. OCWS
8" GRAVITY MAIN
EXIST. OCWS
10'
+05.60
19.00' LT.
+26.45
19.00' LT.
+43.39
19.00' LT.
+05.48
46.50' LT.
+26.58
48.87' LT.
+43.41
48.87' LT.
+08.41
19.00' LT.
+24.99
19.00' LT.
+08.64
46.53' LT.
+25.00
46.53' LT.
+65.21
34.53' LT.
+65.14
19.00' LT.
+81.28
19.00' LT.
+81.42
34.53' LT.
+25.56
34.75' LT.
+43.56
34.75' LT.
+43.57
19.00' LT.
+25.66
19.00' LT.
+65.00
25.00' LT.
+87.16
25.23' LT.
+69.21
25.23' LT.
+69.33
13.00' LT.
+87.16
13.00' LT.
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 55+52.08, 11.62 LT
NORTHING: 530027.9592
EASTING: 1317321.6203
ELEVATION: 21.708'
12-COUNT FIBER TO REMAIN
EXIST. LOF 1.25" HDPE CONDUIT
FL MATCH EXISTING
INDEX NO. 430-021
CONST. 18" MES (1:4)
STA. 55+48.11 (23.04 LT)
S-1
S-1
EXTEND CULVERT PER STANDARDS PLANS 430-001
TO BE REMOVED
EXISTING SHRUBBERY
LEGEND
DETECTABLE WARNING
6" CONCRETE
5.5' +05
+03
+31
+39
+94
CONCRETE REMOVAL
+16
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
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A N
D S
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L E
D U
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BL-1 - 6TH AVE PLAN 7 [SHEET] : c:\pw_working\drmp01\d0157853\PLANRD01.dgn
11:43:27 AM4/14/2026Tyler.Smith
58 59 60
SAN
T H
S
T
� SURVEY 6TH AVENUE
LEGEND
DETECTABLE WARNING
END PROJECT
STA. 60+28.23 £ SURVEY 6TH AVE
+90.00
21.00' LT.
+15.00
26.00' LT.
+28.23
26.00' LT.
WATER SERVICE
EXIST. OCWS
2" WATER MAIN
EXIST. OCWS
8" GRAVITY MAIN
EXIST. OCWS
+34.82
21.00' LT.
+18.61
21.00' LT.
24-COUNT FIBER
EXIST. AT&T FL
BENCHMARK
SET 5/8 I.R.&C.
STAMPED "FDOT CONTROL"
STA. 60+02.01, 16.36 RT
NORTHING: 529981.1218
EASTING: 1317769.9796
ELEVATION: 24.423'
BY OWNERADJUST IN PLACE
EXIST. LOF 17X30X24 HANDHOLE
BY OWNERADJUST IN PLACE
EXIST. LOF 17X30X24 HANDHOLE
12-COUNT FIBER TO REMAIN
EXIST. LOF 1.25" HDPE CONDUIT
48-COUNT FIBER TO REMAIN
EXIST. LOF 1.25" HDPE CONDUIT
EXIST. TREES TO BE REMOVED
N
700-1-111
W11-2
30 X 30
AHEAD W16-9P
24 X 12
200'
AHEAD
700-1-111
W11-2
30 X 30
W16-9P
24 X 12
200'
700-1-111
W11-2
30 X 30
200'
AHEAD
700-1-111
W11-2
30 X 30
W16-9P
24 X 12
200'
W16-9P
24 X 12
AHEAD
5TH STREET ADVANCED SIGN
PLACEMENT DETAIL
6TH STREET ADVANCED SIGN
PLACEMENT DETAIL
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
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A
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F
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BL-1 - 6TH AVE PLAN 9 [SHEET] : c:\pw_working\drmp01\d0157853\PLANRD01.dgn
11:43:28 AM4/14/2026Tyler.Smith
1" = 4' Vertical
1" = 40' Horizontal
SCALE
-8 -8
-4 -4
0 0
4 4
8 8
12 12
16 16
20 20
24 24
13 14 15 16 17 18
(+)0.321% (+)1.4 67%
(+)1.
795%
S T
A
.5
E L
.3
S T
A
.1
E L
.3
S T
A
.8
E L
.6
S T
A
.3
E L
.0
(+)1.16 4%
(+)0.000% (+)0.563% (+)0.248%
(-)3.291% (+)2 .334
S T
A
.2
E L
.1
S T
A
.1
E L
.4
S T
A
.0
E L
.4
S T
A
.0
E L
.5
S T
A
.1
E L
.6
S T
A
.0
E L
.2
S T
A
.7
E L
.5
(+)1.122
(+)1.28 9%
(-)0.197%
S T
A
.8
E L
.5
S T
A
.0
E L
.7
S T
A
.3
E L
.9
S T
A
.6
E L
.8
EXIST. GROUND AT BACK OF SIDEWALK RT
BEGIN BACK OF SIDEWALK PROFILE RT
STA. 13+47.29 £ SURVEY 6TH AVE
PGL AT BACK OF SIDEWALK RT
N
D S
T
(+)0.124% (+)1.6 53%
S T
A
.7
E L
.0
S T
A
.0
E L
.0
99.69'
BSW CROSS SLOPE
14+10.00 15+24.69
EXISTING-2.00%
17+97.79
EXISTING
48.07' 18+07.79
-2.00%
CROSS SLOPE
TRANSITION
10'
BSW CROSS SLOPE
(+)2 .94
5%
S T
A
.2
E L
.6
S T
A
.5
E L
.0
(+)0.060% (+)0.122%S T
A
.1
E L
.1
S T
A
.0
E L
.1
S T
A
.6
E L
.2
13+58.5913+52.29 15+09.69
-2.00%
16+20.23 16+35.14
0.00% TO 0.00%
14.91' BSW CROSS SLOPE
15'
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
SLOPE OVER A DISTANCE OF 5'.
-2.00% TO -2.00%
CROSS SLOPE
6.30' BSW
18+55.86
-2.00%
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 PROFILE
BSW RT- PROFILE 1 [SHEET] : c:\pw_working\drmp01\d0157853\PROFRD01.dgn
11:43:41 AM4/14/2026Tyler.Smith
SCALE
-8 -8
-4 -4
0 0
4 4
8 8
12 12
16 16
20 20
24 24
19 20 21 22 23 24
(-)0.381% (+)0.119%
EXIST. GROUND AT BACK OF SIDEWALK RT
PGL AT BACK OF SIDEWALK RT
R
D S
T
T
H S
T
(-)1.250% (-)2.392%
(-)0.201% (+)1.052
(+)0.275% (+)1.4 80%
S T
A
.2
E L
.0
S T
A
.0
E L
.9
S T
A
.2
E L
.8
S T
A
.5
E L
.8
S T
A
.0
E L
.3
S T
A
.0
E L
.4
S T
A
.7
E L
.9
(-)0.396% (+)1.
832%S
T A
.4
E L
.0
S T
A
.0
E L
.8
S T
A
.8
E L
.5
(+)0.275% (-)0.879%
S T
A
.7
E L
.7
S T
A
.0
E L
.1
S T
A
.0
E L
.2
S T
A
.7
E L
.9
(+)1.6 53%
S T
A .8
E L .6
234.52'
BSW CROSS SLOPE
19+00.75 23+74.84
-2.00%-2.00%
S T
A
.3
E L
.7
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
SLOPE OVER A DISTANCE OF 5'.
22+64.73
-2.00%
19+85.70
-2.00%
20+30.21
-2.00%
22+94.48
-2.00%
84.95'
BSW CROSS SLOPE
80.36'
BSW CROSS SLOPE
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
BSW RT- PROFILE 2 [SHEET] : c:\pw_working\drmp01\d0157853\PROFRD01.dgn
11:43:42 AM4/14/2026Tyler.Smith
SCALE
-8 -8
-4 -4
0 0
4 4
8 8
12 12
16 16
20 20
24 24
25 26 27 28 29
EXIST. GROUND AT BACK OF SIDEWALK RT
PGL AT BACK OF SIDEWALK RT
P O
S T
O A
K P
L
T
H S
T
(-)1.250%
(-)0.874% (-)0.010% (+)0.020% (+)0.220% (+)0.600%
(+)2 .500
+)3 .99
5%S T
A
.6
E L
.6
S T
A
.0
E L
.2
S T
A
.0
E L
.1
S T
A
.0
E L
.2
S T
A
.0
E L
.3
S T
A
.0
E L
.5
S T
A
.0
E L
.7
S
T A
.2
E L
.0
28+93.26
-2.00%
29+44.57
-1.00%
(-)0.020%
(-)0.450% (+)1.
917%
S T
A
.0
E L
.3
S T
A
.0
E L
.2
S T
A
.0
E L
.2
S T
A
.0
E L
.4
(-)0.099%
S T
A
.5
E L
.0
25+28.04
-2.00% -2.00%
25+54.68 106.65'
BSW CROSS SLOPE
105.43'
BSW CROSS
SLOPE
338.58'
BSW CROSS SLOPE
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
SLOPE OVER A DISTANCE OF 5'.
24+21.39
-2.00%
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
BSW RT- PROFILE 3 [SHEET] : c:\pw_working\drmp01\d0157853\PROFRD01.dgn
11:43:42 AM4/14/2026Tyler.Smith
SCALE
-8 -8
-4 -4
0 0
4 4
8 8
12 12
16 16
20 20
24 24
30 31 32 33 34 35
(+)0.681%
S T
A
.3
E L
.6
S T
A
.5
E L
.7
(+)0.310%S T
A
.5
E L
.8
S T
A
.3
E L
.0
(-)3.358%
(-)0.170%
(-)2.000%
S T
A
.9
E L
.9
S T
A
.0
E L
.5
9 S T
A .0
E L .4
STA. 34+06.00
EL. 12.30
OFFSET 23.50' RT
S
TA.
4+ .0
E L.
2.
OF
FS
E T
.2 6' R
T
EXIST. GROUND AT BACK OF SIDEWALK RT
PGL AT BACK OF SIDEWALK RT
END BACK OF SIDEWALK PROFILE RT
STA. 34+06.00 £ SURVEY 6TH AVE
T
H S
T
AT 6TH AVE
SIDEWALK CROSSING
(+)0.800% (-)1.344%
S T
A
.7
E L
.8
S T
A
.0
E L
.0
S T
A
.0
E L
.7
(-)0.099%
.6
(+)0.610%
S T
A
.0
E L
.9
S T
A
.4
E L
.5
105.43'
BSW CROSS SLOPE
30+50.00
-1.00%
43.42'
BSW CROSS SLOPE
TRANSITION
30+93.42
2.00%
29.36'
BSW CROSS
SLOPE0.00%
31+48.70
0.00%
31+78.06 112.02'
BSW CROSS SLOPE
32+93.98
34+06.00
OFFSET 20.26' RT
-2.00%-2.00%
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
SLOPE OVER A DISTANCE OF 5'.
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
BSW RT- PROFILE 4 [SHEET] : c:\pw_working\drmp01\d0157853\PROFRD01.dgn
11:43:43 AM4/14/2026Tyler.Smith
SCALE
0 0
4 4
8 8
12 12
16 16
20 20
24 24
28 28
32 32
33 34 35 36 37 38
(-)0.543%
(-)1.155% (-)0.026%
S T
A
.8
E L
.1
S T
A
.3
E L
.9
EXIST. GROUND AT BACK OF SIDEWALK LT
PGL AT BACK OF SIDEWALK LT
BEGIN BACK OF SIDEWALK PROFILE LT
STA. 34+00.00 £ SURVEY 6TH AVE
T
H S
T
AT 6TH AVE
SIDEWALK CROSSING
(+)0.816%
(-)1.398% (-)0.681% (-)0.585%
(+)0.600% (+)0.631%(-)0.505%
(+)0.610% (+)0.460%
S T
A
.4
E L
.4
S T
A
.0
E L
.7
S T
A
.4
E L
.3
S T
A
.9
E L
.2
S T
A
.0
E L
.5
S T
A
.2
E L
.3
S T
A
.2
E L
.4
S T
A
.5
E L
.5
S T
A
.3
E L
.4
S T
A
.0
E L
.0
S T
A
.8
E L
.1
S T
A
.0
E L
.3
O F
F S
E T
.7
L T
(+)0.040%
S T
A . 3
.0
E L . 1
.2
O F F S E T
.0 ' L
T
S T
A
.7
E L
.2
(-)0 .9
14.79' 10'
34+00.00
34+14.79
34+24.79
-1.00% TO -1.00%
BSW CROSS SLOPE
-1.00% TO EXISTING
BSW CROSS SLOPE TRANSITION
352.37'
BSW CROSS SLOPE
34+53.49
-2.00%
38+34.81
-2.00%
38+05.86
-2.00%
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
SLOPE OVER A DISTANCE OF 5'.
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
BSW LT PROFILE 1 [SHEET] : c:\pw_working\drmp01\d0157853\PROFRD02.dgn
11:43:56 AM4/14/2026Tyler.Smith
SCALE
0 0
4 4
8 8
12 12
16 16
20 20
24 24
28 28
32 32
39 40 41 42 43 44
(-)0.026%
(+)0.120%
(+)0.154%S T
A
.3
E L
.9
S T
A
.0
E L
.9
S T
A
.0
E L
.0
EXIST. GROUND AT BACK OF SIDEWALK LT
PGL AT BACK OF SIDEWALK LT
T
H S
T
F A
W N
L N
(+)0.892%
(+)1.000
(+)0.187%
S T
A
.7
E L
.6
S T
A
.0
E L
.5
S T
A
.0
E L
.8
S T
A
.2
E L
.9
(+)0.743% (+)1.5
00% (+)0.229%
(+)0.640%
S T
A
.6
E L
.2
S T
A
.0
E L
.7
S T
A
.0
E L
.1
S T
A
.0
E L
.3
39+60.09 125.28'
BSW CROSS SLOPE
-2.00%
41+89.27 188.55'
BSW CROSS SLOPE
40+00.72
-2.00%-2.00%
213.82'
BSW CROSS SLOPE
42+37.67
-2.00%
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
SLOPE OVER A DISTANCE OF 5'.
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
BSW LT PROFILE 2 [SHEET] : c:\pw_working\drmp01\d0157853\PROFRD02.dgn
11:43:57 AM4/14/2026Tyler.Smith
SCALE
0 0
4 4
8 8
12 12
16 16
20 20
24 24
28 28
32 32
45 46 47 48 49
EXIST. GROUND AT BACK OF SIDEWALK LT
PGL AT BACK OF SIDEWALK LT
T
H S
T
(-)3.510%
S T
A
.4
E L
.3
(+)0.640%
(+)2 .98
5%
S T
A
.0
E L
.5
S T
A
.4
E L
.4
(+)0.140% (+)1.120
(+)0.160%
(+)1.5 20%
(+)1.
863%
S T
A
.9
E L
.2
S T
A
.0
E L
.3
S T
A
.0
E L
.9
S T
A
.0
E L
.9
S T
A
.0
E L
.7
(-)1.000%
(+)0.388% (+)0.356%
(+)1.018
(+)2 .75
5%
S T
A
.0
E L
.8
S T
A
.0
E L
.7
S T
A
.0
E L
.0
S T
A
.0
E L
.2
S T
A
.0
E L
.7
S T
A
.4
E L
.2
46+50.00 46+60.00
-2.00% TO -1.00%
SLOPE TRANSITION
10' BSW CROSS
52.42'
BSW CROSS
SLOPE
-1.00%
47+12.4244+51.49 213.82'
BSW CROSS
SLOPE -2.00%
149.53'
BSW CROSS SLOPE
45+00.47
-2.00%
221.21'
BSW CROSS SLOPE
47+54.93
-2.00% -2.00%
49+76.14
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
SLOPE OVER A DISTANCE OF 5'.
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
BSW LT PROFILE 3 [SHEET] : c:\pw_working\drmp01\d0157853\PROFRD02.dgn
11:43:57 AM4/14/2026Tyler.Smith
SCALE
4 4
8 8
12 12
16 16
20 20
24 24
28 28
32 32
36 36
40 40
50 51 52 53 54 55
EXIST. GROUND AT BACK OF SIDEWALK LT
PGL AT BACK OF SIDEWALK LT
T
H S
T
T
H S
T
(+)1.
863%
S T
A
.1
E
L
.3
(-)0.569% (+)0.000%
)4 .58
7% (+)1.081
(+)3 .04
1%
(+)1.
800%
(+)0.635%
(+)0.780%(+)0.573%(+)0.118%
(-)0.353%
(-)1.192%(+)0.120%
(-)0.871%
(-)0.804%(-)1.876%
(+)0.313%
(-)0.612%
(-)2.005% (+)0.443%
S T
A
.4
E L
.5
S T
A
.0
E L
.4
S
T A
.0
E
L
.4
S T
A
.7
E L
.7
S T
A
.8
E L
.8
S T
A
.0
E L
.9
S T
A
.0
E L
.6
S T
A
.8
E L
.9
S T
A
.5
E L
.0
S T
A
.4
E L
.2
S T
A
.3
E L
.2
S T
A
.0
E L
.0
S
T A
.3
E L
.9
S T
A
.9
E L
.9
S T
A
.1
E L
.5
S T
A
.3
E L
.4
S T
A
.0
E L
.1
S T
A
.6
E L
.1
S T
A
.5
E L
.0
S T
A
.0
E L
.5
S T
A
.6
E L
.6
3.5
S T
A
.9
E L
.6
54+70.00 54+80.00
SLOPE TRANSITION
10' BSW CROSS
54+96.60
-2.00% TO -2.00%
CROSS SLOPE
16.60' BSW
2.00%
55+36.97
-2.00%
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
SLOPE OVER A DISTANCE OF 5'.
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
BSW LT PROFILE 4 [SHEET] : c:\pw_working\drmp01\d0157853\PROFRD02.dgn
11:43:58 AM4/14/2026Tyler.Smith
SCALE
4 4
8 8
12 12
16 16
20 20
24 24
28 28
32 32
36 36
40 40
56 57 58 59 60
(+)1.7 20%
(+)0.491% (+)0.580%
(+)1.
877%
S T
A
.8
E L
.8
S T
A
.0
E L
.1
S T
A
.0
E L
.7
S T
A
.2
E L
.2
EXIST. GROUND AT BACK OF SIDEWALK LT
PGL AT BACK OF SIDEWALK LT
END BACK OF SIDEWALK PROFILE LT
STA. 60+28.23 £ SURVEY 6TH AVE
T
H S
T
(+)0.467%(+)3 .55
6% (-)4.501%
(-)0.224%
(+)0.370%
(+)0.720%
S T
A
.0
E L
.2
S T
A
.3
E L
.2
S T
A
.1
E L
.2
S T
A
.0
E L
.2
S T
A
.0
E L
.6
S T
A
.0
E L
.3
S T
A
.6
E L
.6
58+13.61 276.64'
BSW CROSS SLOPE
-2.00%
60+23.23 183.41'
BSW CROSS SLOPE
58+39.82
-2.00%-2.00%
NOTE: AT LOCATIONS WHERE THE SIDEWALK TIES INTO EXISTING PAVEMENT,
MATCH THE EXISTING CROSS SLOPE AND TRANSITION TO THE DESIGN CROSS
SLOPE OVER A DISTANCE OF 5'.
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
BSW LT PROFILE 5 [SHEET] : c:\pw_working\drmp01\d0157853\PROFRD02.dgn
11:43:58 AM4/14/2026Tyler.Smith
S-1
FL. MATCH EXISTING
INDEX 430-021
CONST. CD MES (1:4)
STA. 54+48.11 (23.04 LT.)
EXIST. 18" PIPE
55+48.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
1:
SAN
1:6
1:6
10.00'
-2.00%
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
DRAINAGE STRUCTURES
DRAINAGE-6THAVE - 55+48.00 [SHEET] : c:\pw_working\drmp01\d0157853\RDXSRD-Sheets-01.dgn
11:44:15 AM4/14/2026Tyler.Smith
E L
.6
15+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E 2.00%-
E L
.1
WMBT
SAN
1:4 1:
5.00'
E L
.6
17+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
E L
.2
WMBTSAN
1:4 5.00'
1:
E L
.5
1:4 5.00'
1:
18+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
0.36%-£
E L
.0
WMBTSAN
21+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
1:6 2.00%-
E L
.9
WM
WM
BT
SAN
GM
1:4
1:4
22+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
1:6 2.00%-
E L
.3
WM BT
SAN
GM
14+25.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
E L
.1
WMBT
SAN
1:4 5.00'
1:
E L
.5
16+20.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
0.00%
E L
.2
WMBTSAN
E L
.7
1:4 5.00'
1:
19+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
E L
.2
WMWM
SAN
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
6THAVE - 14+00.00 [SHEET] : c:\pw_working\drmp01\d0157853\RDXSRD-Sheets-01.dgn
11:44:17 AM4/14/2026Tyler.Smith
23+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
E L
.0
WM
BT
SAN
GM
1:61:31:6
25+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
E L
.2
WMSAN
GM
1:31:6
26+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
E L
.2
WM
SAN
GM
1:6 1:6
1:3
1.50'
27+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
E L
.1
WM
SAN
GM
1:6 1:3
1:6
1.00'
28+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
E L
.2
WMSAN
GM
1:6 1:61:3
30+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
1.00%-
E L
.9
WMSAN GM
E L
.3
33+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
E L
.5
WMSAN
GM
1:4 5.00'
1:
E L
.1
GM
GM
1:4 5.00'1
:4
E L
.2
34+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
1.00%- 2.00%-
E L
.4
WMSAN
1:
31:6
1.00'
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
6THAVE - 23+00.00 [SHEET] : c:\pw_working\drmp01\d0157853\RDXSRD-Sheets-01.dgn
11:44:20 AM4/14/2026Tyler.Smith
.7
35+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
WM
SAN
GM
1:61:
E L
.5
36+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%- 1:6
SAN
GM
1:
E L
.4
37+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%- 1:6
WM
SAN
GM
E L
.0
38+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
WM
SAN
GM
1:
E L
.9
39+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E 2.00%- 1:6
WM
SAN
GM
1:
E L
.5
41+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
WMFM SANGM
1:
1:6
E L
.7
43+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
WMFM GM
E L
.3
44+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
WMFM
SAN
GM
1:
1:6
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
6THAVE - 35+00.00 [SHEET] : c:\pw_working\drmp01\d0157853\RDXSRD-Sheets-01.dgn
11:44:22 AM4/14/2026Tyler.Smith
.0
46+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
WM
FM
SAN
E L
.7
47+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
1.00%-
WM
FM
SAN
E L
.3
48+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
WM
FM SAN
E L
.9
49+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
WM
FM SAN
E L
.9
51+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
2.00% 1:6
WMWM
SAN
1:4
E L
.0
53+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
2.00% 1:6
WM
WM
SAN
1:4
E L
.2
52+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
1:4 2.00% 1:6
WM
WM
SAN
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
6THAVE - 46+00.00 [SHEET] : c:\pw_working\drmp01\d0157853\RDXSRD-Sheets-01.dgn
11:44:25 AM4/14/2026Tyler.Smith
.1
54+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
WMWM
SAN
1:4
E L
.2
56+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
E L
.6
57+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
WM
E L
.3
58+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E 2.00%-
WM
E L
.1
59+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
2.00%-
WM
1:
1:6
E L
.7
60+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
30 30
2.00%-
WM
SAN
E L
.7
54+60.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0 20 40 60
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
2.00%
WMWM
SAN
1:4
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
6THAVE - 54+00.00 [SHEET] : c:\pw_working\drmp01\d0157853\RDXSRD-Sheets-01.dgn
11:44:27 AM4/14/2026Tyler.Smith
-2.00%-2.00%
15+67.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
WMBTSAN
3.00%2.00%
16+48.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
0 20 40 60
10 10
E X
IS
T
IN
G
R /W
L
IN
E
WMBTSAN
5.00%2.00%
16+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
WMBTSAN
2.00%5.00%
17+53.00STA.
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
WMBTSAN
-8.00% -2.00%
21+38.00STA.
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
WM
WM
BT
SAN
-8.00 %-2
.00%
35+58.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
-8.00 %-2.00%
36+53.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
SAN
-6.00%-2.00%
36+89.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0
10 10
20 20
E X
IS
T
IN
G
R /W
L
IN
E
WM
SAN
14.00% 2.00%
50+58.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
WMWM
SAN
2.00%
15.00%
51+97.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
WM
WM
SAN
25+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
WM GM
1.50%2.00% 6.56%
20+10.00STA.
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
WM
WM
SAN
GM
1.60%
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-DRIVEWAYS - 15+67.00-1 [SHEET] : c:\pw_working\drmp01\d0157853\RDXSRD-Sheets-01.dgn
11:44:30 AM4/14/2026Tyler.Smith
DRIVEWAY CROSS SECTIONS
2.00%
14.00%
53+17.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
WM
WM
SAN
11.00% 2.00%
53+74.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
WM
WM
SAN
8.00% 2.00%
54+34.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
WM
WM
-4.00%-2.00%
55+77.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
SAN
2.00%
15.00%
52+35.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
60 40 20 0
20 20
30 30
E X
IS
T
IN
G
R /W
L
IN
E
WM
WM
SAN
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
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BL-DRIVEWAYS - 53+17.00-1-1 [SHEET] : c:\pw_working\drmp01\d0157853\RDXSRD-Sheets-01.dgn
11:44:32 AM4/14/2026Tyler.Smith
DRIVEWAY CROSS SECTIONS
R/W LINE
EXISTING ROADWAY
NATURAL GROUND
STA. 13+47.27 TO STA. 60+28.23
6TH AVENUE
TRAFFIC CONTROLDEVICE
CHANNELIZATION
WOODHAM AVENUE
SIDE STREET
200'
A
S
ID
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T
- 11TH ST (BOTH SIDES)
- BERWICK CIR
- 10TH ST (BOTH SIDES)
- 9TH ST (BOTH SIDES)
- 8TH ST (BOTH SIDES)
- FAWN LN
- 7TH ST (BOTH SIDES)
- 6TH ST (BOTH SIDES)
- 5TH ST (BOTH SIDES)
- POST OAK PL
- 4TH ST (BOTH SIDES)
- 3RD ST (BOTH SIDES)
- 2ND ST (BOTH SIDES)
- 6TH AVE
SIDE STREETS:
AHEAD
WORK
ROAD
A
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 AND 102-602.
1. MAINTAIN TRAFFIC IN ACCORDANCE WITH THE CURRENT EDITION OF THE FDOT STANDARD
TEMPORARY TRAFFIC CONTROL PLAN (TTCP) NOTES
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.
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CONTROL PLAN
TEMPORARY TRAFFIC
TYPICAL SECTION 1 [SHEET] : c:\pw_working\drmp01\d0157853\TCTYRD01.dgn
11:44:46 AM4/14/2026Tyler.Smith
SIDEWALK
CONSTRUCT 6'
(WORK ZONE)
| KEYSRD01 |
| CESSRD01 |
| TYPSRD01 |
| GNNTRD01 |
| PLANRD01 |
| PLANRD01 |
| PLANRD01 |
| PLANRD01 |
| PLANRD01 |
| PROFRD01 |
| PROFRD01 |
| PROFRD01 |
| PROFRD01 |
| PROFRD02 |
| PROFRD02 |
| PROFRD02 |
| PROFRD02 |
| PROFRD02 |
| RDXSRD-Sheets-01 |
| RDXSRD-Sheets-01 |
| RDXSRD-Sheets-01 |
| RDXSRD-Sheets-01 |
| RDXSRD-Sheets-01 |
| RDXSRD-Sheets-01 |
| RDXSRD-Sheets-01 |
| RDXSRD-Sheets-01 |
| TCTYRD01 |
| 2026-04-20T11:28:02-0500 | |
| Julian A Poole |
File details come from the government source that posted it. Updated .