Revision-Memo_-_Roadway_Plan_Set_Rev_01_-_EQR.pdf
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- Solicitation number
- 2026-ITB-111
- Issued by
- Polk County, Florida
About this file
This is a Revision Memo for the Roadway Plan Set related to the Glendale Street Trail project, a shared-use path construction initiative by the City of Lakeland, Florida in coordination with the Florida Department of Transportation. The project involves construction of a 10-foot-wide shared-use path along Glendale Street from New Jersey Road to Lakeland Highlands Road, encompassing clearing and grubbing, earthwork and grading, roadway reconstruction, sidewalk and driveway construction, and drainage improvements. The mandatory pre-bid meeting is scheduled for September 29, 2026 at 2:00 p.m., with questions due October 6, 2026 at 5:00 p.m. and bids due October 15, 2026 at 2:00 p.m. The contract term is 240 calendar days for substantial completion, with final completion required within 270 calendar days. Contractors must be State of Florida registered and pre-qualified by the Florida Department of Transportation in workgroups (07) Drainage, (10) Flexible Paving, (28) Pavement Marking, (38) Roadway Signing, and (40) Sidewalk and Other Work Classes.
Bids are submitted on a lump-sum basis with unit pricing as detailed in the Project Manual, with a bid bond equal to five percent of the bid price required at submission. The project utilizes federal and state funding under a Local Agency Agreement with the Florida Department of Transportation, triggering enhanced compliance requirements. Liquidated damages of $1,685 per calendar day apply for time overruns beyond the 270-calendar-day final completion date. Successful bidders must furnish a public construction bond equal to the full contract price within ten days of award. Required insurance includes commercial general liability ($2,000,000 single limit), business automobile liability ($1,000,000 single limit), workers' compensation, excess liability ($2,000,000), builder's risk or installation floater coverage, and contractors' pollution liability or environmental impairment liability ($1,000,000). Bid validity is 90 days from opening, and bids must be submitted electronically through the City's OpenGov e-Procurement Portal.
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Text version
DATE: 10/01/2026 1 of 3
TO: Robin G. Parrish, Project Manager IV, Florida Department of Transportation
FROM: Jobin Abraham, City of Lakeland Project Manager
SUBJECT: Revision Number 01 Financial Project ID 453404-1-58-01
Federal Funds: No Yes Federal Aid No. N/A County Polk State Road No. N/A
Mandatory Only: No Yes (*If Yes, Signatures Not Required.)
*Concurred by: Not Applicable
I have reviewed for effects on the Specifications Package and a package revision is is not required.
*Approved By: Not Applicable
If FA Oversight, *Authorized By: Not Applicable
SUPPLEMENTAL SPECIFICATIONS PACKAGE NUMBER : Not Applicable
REISSUED SPECIFICATIONS PACKAGE : Not Applicable
PLANS REVISION NUMBER 01 : 94 Sheets
CONTRACT TIME REVISED: No Yes(If yes, Total Calendar Days)
DATE: 10/01/2026 2 of 3
Financial Project ID 453404-1-58-01
Plans Revision Number 01
Sheet No(s). Rev. Date Description 1 09/29/2026 Added revision information 2 09/29/2026 Delete pay item 0102 2 1. Add pay items 0102 2200 and
0102 2300. Modify quantities for pay items 0160 4, 0285706, and 0334 1 13.
3 09/29/2026 Adjust end project limits 4 09/29/2026 Adjust limits of Typical Section 02 6 09/29/2026 Added “To Remain” or “To Be Removed” to Existing
Structures 12 09/29/2026 Adjusted end of pavement reconstruction limits. Added graphical depiction of 4-inch concrete slab associated with structure S-18.
19 09/29/2026 Added graphical depiction of 4-inch concrete slab associated with structure S-18.
38 09/29/2026 Adjusted end of pavement reconstruction limits 43 09/29/2026 Adjusted end of pavement reconstruction limits 49 09/29/2026 Adjusted end of pavement reconstruction limits
Summary of Quantities Revision Number 01
Pay Item Sheet No. Add. / Del. / Rev. Old Quantity New Quantity
0102 2 1 2 Deleted 1 LS N/A 0102 2200 2 Add N/A 1 LS 0102 2300 2 Add N/A 1 LS 0160 4 2 Revised 10,434 SY 10,484,SY 0285706 2 Revised 5,729 SY 5,774 SY 0334 1 13 2 Revised 1,065.4 TN 1,072.8 TN
DATE: 10/01/2026 3 of 3
Computations/Estimated Quantities Report Revision Number 1
Summary Box Rev. Date Description Signature Sheet 09/29/2026 Added revision information Summary of Earthwork 09/29/2026 Added base option note Summary of Pavement 09/29/2026 Modify quantities for 0160 4, 0285706, 0334 1 13
Documents Revision Number 01
Revised signed and sealed Roadway Plans (94 sheets) Revised signed and sealed Estimated Quantities Report (19 sheets)
2026 1
10/1/2026 10:46:35 AM k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Roadway\KEYSRD01.dwgLazenby, Ryan
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA
DELAND 4
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
FT PIERCE
FT MYERS
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
FORT WALTON
BEACH
PENSACOLA
WEST PALM
BEACH
FLORIDA
TURNPIKE
PANAMA
CITY
LAKE
CITY
DAYTONA
BEACH
SARASOTA -
BRADENTON
BEE LINE
EXPRESSWAY
PROJECT LOCATION
SHEET
NO.
FISCAL
YEAR
CITY OF LAKELAND
PROJECT NUMBER
INDEX OF ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
1 KEY SHEET
2 SUMMARY OF PAY ITEMS
3 DRAINAGE MAP
4 TYPICAL SECTIONS
5 TYPICAL SECTION DETAILS
6 EXISTING STRUCTURES DATA
7 GENERAL NOTES
8-12 PLAN & PROFILE
13 SPECIAL BACK OF TRAIL PROFILE
14-20 DRAINAGE STRUCTURES
21-38 CROSS SECTIONS
39-40 STORMWATER POLLUTION PREVENTION PLAN
41-43 INTERSECTION DETAILS
44 SPECIAL DRIVEWAY DETAIL
45-49 UTILITY ADJUSTMENTS
50-94 TEMPORARY TRAFFIC CONTROL PLAN
FINANCIAL PROJECT ID 453404-1-58-01
(FEDERAL FUNDS)
POLK COUNTY (16)
GLENDALE STREET FROM NEW JERSEY ROAD
TO LAKELAND HIGHLANDS ROAD
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ROADWAY PLANS
ENGINEER OF RECORD:
RYAN M. LAZENBY
P.E. NO.:57517
CITY OF LAKEAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND, FL 33801
COL PROJECT MANAGER:
JOBIN ABRAHAM
008202
REVISIONS:
1 Roadway Plan Sheets 2, 4, 6, 10, 11, 12, 19, 38, 43, and 49 (Revised 09-29-26)
GOVERNING STANDARD PLANS:
Florida Department of Transportation, FY2025-26 Standard plans for Road and Bridge Construction and applicable Interim Revisions (Irs).
Standard Plans for Road Construction and associated Irs are available at the following website:
GOVERNING STANDARD SPECIFICATIONS:
Division II and III of the Florida Department of Transportation, FY2025-26 Standard Specifications for Road and Bridge Construction at the following website:
http://www.fdot.gov/design/standardplans/default.shtm http://www.fdot.gov/specifications/default.shtm
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
ROADWAY PLANS
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
RY
AN M. LAZENBY
FLORI'A
57517
BEGIN PROJECT
STA. 10+13.89
END PROJECT
STA. 36+01.66
http://www.fdot.gov/design/standardplans/ http://www.dot.state.fl.us/programmanagement/implemented/specbooks
PAY ITEM NO. DESCRIPTION UNIT
QUANTITY
P F
SUMMARY OF PAY ITEMS
MOBILIZATION
MAINTENANCE OF TRAFFIC
SEDIMENT BARRIER
INLET PROTECTION SYSTEM
CLEARING AND GRUBBING
EMBANKMENT
CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK
DETECTABLE WARNING
REMOVAL OF EXISTING CONCRETE
PERFORMANCE TURF, SOD
SUPERPAVE ASPHALTIC CONC, TRAFFIC C
REGULAR EXCAVATION
0101 1 LS
0102 1 LS
0104 10 3 LF
0104 18 EA
0110 1 1 AC
0120 6 CY
0522 2 SY
0527 2 SF
0110 4 10 SY
0570 1 2 SY
0334 1 13 TN
0120 1 CY
SOIL TRACKING PREVENTION DEVICE0104 15 EA
OPTIONAL BASE, BASE GROUP 010285701 SY
TYPE B STABILIZATION0160 4 SY
CONCRETE CURB & GUTTER, TYPE F LF
VALLEY GUTTER - CONCRETE0520 3 LF
5,384
3.73
592.2
1,209
9,396
1,072.8
2,000.8
2,637
10,484
4,254
FLOATING TURBIDITY BARRIER0104 11 LF 60
OPTIONAL BASE, BASE GROUP 060285706 SY 5,774
MAILBOX, FURNISH & INSTALL, SINGLE0110 7 1 EA 9
0520 1 10
CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK0522 1 SY 90PEDESTRIAN OR BICYCLE SPECIAL DETOUR0102 4 1 LS
WORK ZONE SIGN0102 60 ED
BUSINESS SIGN0102 61 ED
CHANNELIZING DEVICE-TYPES I, II, DI, VP, DRUM, OR LCD0102 74 1 ED
CHANNELIZING DEVICE-PEDESTRIAN LCD0102 74 8 FD
PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY0102 99 ED
TYPE III BARRICADE0102 115 ED
PAY ITEM NO. DESCRIPTION UNIT
QUANTITY
P F
SUMMARY OF PAY ITEMS
PAINTED PAVEMENT MARKING, FINAL SURFACE0710 90 LS
SINGLE COLUMN GROUND SIGN, ASSEMBLY, REMOVE0700 1600 EA
COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE0102 3 CY
THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK0711 111123 LF 632
THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE0711 111125 LF 373
THERMOPLASTIC, STANDARD, OTHER SURFACES, YELLOW, SOLID, 6"0711 16201 GM 0.04
INLETS, CURB, TYPE P-6, <10'0425 1361 EA 8
INLETS, CURB, TYPE J-5, <10'0425 1451 EA 1
INLETS, CURB, TYPE J-6, <10'0425 1461 EA 2
INLETS, GUTTER, TYPE V, <10'0425 1711 EA 1
INLETS, CLOSED FLUME0425 1910 EA 1
MANHOLES, P-8, <10'0425 2 61 EA 5
MANHOLES, J-7, <10'0425 2 71 EA 1
MANHOLES, J-8, <10'0425 2 91 EA 2
PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" S/CD430175118 LF 1,010
PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 36" S/CD430175136 LF 16
PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE-ELLIPTICAL/ARCH, 15" S/CD430175215 LF 8
12,810
29,729
1,525
SIGN PANEL, FURNISH & INSTALL, GROUND MOUNT, UP TO 12 SF0700 3101 EA 3
SIGN PANEL, REMOVE, UP TO 12 SF0700 3601 EA 7
PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 30" S/CD430175130 LF 16
74,568
428.1
ARROW BOARD/ADVANCE WARNING ARROW PANEL0102 76 ED 2
PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 15" S/CD430175115 LF 4
SPECIAL DETOUR- TEMPORARY PAVEMENT0102 2200 LS 1
SPECIAL DETOUR- TEMPORARY EARTHWORK0102 2300 LS 1
SUMMARY OF PAY ITEMS
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
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1 MODIFIED QUANTITIES. DELETE PAY ITEM
0102 2 1. ADD PAY ITEMS 0102-2200 AND
0102-2300
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GLENDALE008202 453404-1-58-01
RYAN M. LAZENBY P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND, FL 33803
S-20
S-21 S-12
S-19 S-11 S-17
S-13
S-14
S-4
S-5 S-10
S-2
S-1
S-8
S-9
S-7
S-6
S-3
S-18
S-16
10 15 20 25 30 35 36
END PROJECT
STA. 36+01.66
BEGIN PROJECT
STA. 10+13.89
EX-1
EX-2
EX-3
EX-4
EX-5
EX-6
EX-7
EX-8
EX-9
EX-10
EX-11
EX-12
EX-13 EX-14 EX-18
EX-19
EX-15
EX-16
EX-17 EX-20
EX-22
EX-23
EX-24 EX-25
EX-26
EX-27
EX-28
EX-29
EX-30
EX-31
EX-32
EX-33
EX-34
EX-35
EX-36
EX-37
EX-38
EX-39
EX-40
EX-41
EX-42
EX-43
EX-44
EX-45
EX-46
EX-47
EX-48
N E W J
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A V E N U E
B E
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V E N U E
AT
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D R E W E R Y
AV
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LA
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LA
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BEACHWOOD DRIVE
EX-21
℄ CONSTRUCTION
R/W LINE R/W LINE
R/W LINE
R/W LINE R/W LINE
R/W LINE R/W LINE
R/W LINE
R/W LINE
LAKE SOMERSET
2.91 AC.
2.74 AC.
3.15 AC.
3.07 AC.
2.81 AC.
2.83 AC.
3.06 AC.
2.96 AC.
2.91 AC.
3.03 AC.
2.93 AC.
3.47 AC.
0.89 AC.
4.15 AC.
0.25 AC.
0.10 AC.
0.40 AC.
0.35 AC.
0.26 AC.
DRAINAGE MAP
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
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008202 453404-1-58-01 3
1 ADJUST END OF PROJECT LIMITS
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RYAN M. LAZENBY , P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND , FL 33801 GLENDALE
TYPICAL SECTION
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Roadway\TYPSRD01.dwgLazenby, Ryan 10/1/2026 10:47:32 AM
1 ADJUST LIMITS OF TYPICAL SECTION 02
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GLENDALE008202 453404-1-58-01
RYAN M. LAZENBY, P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND, FL 33803
60' R/W WIDTH VARIES CITY OF LAKELAND PROPERTY
STANDARD CLEARING & GRUBBING STANDARD CLEARING & GRUBBING
VARIES 2' 10' 10' 2' 10'
SOD TRAVEL LANE TRAVEL LANE SOD MULTI-USE TRAIL SOD
4'3'
PROFILE GRADE
LINE FOR GLENDALE
STREET RECONSTRUCTION
0.02 FT./FT. 0.02 FT./FT.
12" TYPE B
STABILZATION
LBR 40
12" TYPE B
STABILZATION
LBR 40
SLOPE VARIES
(1:4 MAX.)
SILT FENCE INSTALLED
& MAINTAINED DURING
NATURAL
GROUND
CONSTRUCTION
EXISTING
SIDEWALK
SILT FENCE INSTALLED
& MAINTAINED DURING
CONSTRUCTION
SLOPE VARIES
(1:4 MAX.)
R/W LINEC CONSTRUCTIONLR/W LINE
TYPICAL SECTION 02
STA. 14+89.88 to STA. 36+01.66
NO SCALE
MULTI-USE TRAIL PAVEMENT
TYPE SP STRUCTURAL COURSE (TRAFFIC C)(1-1/2")
OPTIONAL BASE GROUP 01
GLENDALE STREET RECONSTRUCTION
TYPE SP STRUCTURAL COURSE (TRAFFIC C)(3")
OPTIONAL BASE GROUP 06
SIDE STREET PAVEMENT
TYPE SP STRUCTURAL COURSE (TRAFFIC C)(1-1/2")
OPTIONAL BASE GROUP 06
TYPE F CURB
& GUTTER
4" 4"
0.02 FT./FT. (MAX.)
TYPICAL SECTION 01
STA. 10+13.89 to STA. 14+89.88
NO SCALE
MULTI-USE TRAIL PAVEMENT
TYPE SP STRUCTURAL COURSE (TRAFFIC C)(1-1/2")
OPTIONAL BASE GROUP 01
EXISTING
SIDEWALK
NATURAL
GROUND
SLOPE VARIES
(1:4 MAX.)
SLOPE VARIES
(1:4 MAX.)
0.02 FT./FT. (MAX)*
SILT FENCE INSTALLED
& MAINTAINED DURING
NATURAL
GROUND
CONSTRUCTION
12" TYPE B
STABILZATION
LBR 40
PROFILE GRADE
BACK OF TRAIL
EXISTING GLENDALE
STREET PAVEMENT
C CONSTRUCTIONL R/W LINE
CITY OF LAKELAND PROPERTY
STANDARD CLEARING & GRUBBING
4"
54' 10'
MULTI-USE TRAIL
4'
SOD
6'
SOD
R/W WIDTH VARIES
5'
SOD
4'
SOD
2'
SOD
2'
SOD
1:6
VARIES
SOD
VARIES
SOD
STANDARD CLEARING & GRUBBING
NATURAL
GROUND
1:4
STANDARD CLEARING & GRUBBING
R/W LINE
60'
VARIES
SOD
VARIES
SOD
VARIES
SILT FENCE INSTALLED
& MAINTAINED DURING
CONSTRUCTION
1:4
VARIES
VARIES
VARIES 2'
SODSOD
2'
TYPICAL SECTION DETAILS
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Roadway\TYPSRD01.dwgLazenby, Ryan 10/1/2026 10:47:33 AM
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GLENDALE008202 453404-1-58-01
RYAN M. LAZENBY, P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND, FL 33803
PROFILE GRADE
LINE FOR GLENDALE
STREET RECONSTRUCTION
0.02 FT./FT.
R/W LINE
STA. 28+64.04 to STA. 30+72.46 (LT.)
NO SCALE
NATURAL
GROUND
SLOPE VARIES
(1:4 MAX.)
SILT FENCE INSTALLED
& MAINTAINED DURING
NATURAL
GROUND
CONSTRUCTION
12" TYPE B
STABILZATION
LBR 40
4"
R/W WIDTH VARIES
STANDARD CLEARING & GRUBBING
10'
TRAVEL LANE
2'5'
SIDEWALK
2'
SOD
SILT FENCE INSTALLED
& MAINTAINED DURING
CONSTRUCTION
C CONSTRUCTION
SIDEWALK RECONSTRUCTION
0.01 FT./FT.
L
TYPE F CURB
& GUTTER
STA. 15+52.67 to STA. 16+72.73 (RT.)
NO SCALE
MULTI-USE TRAIL ADJACENT TO CURB
SLOPE VARIES
(1:6 MAX.)
10'
TRAVEL LANE
2' 10'
VARIES
C CONSTRUCTIONL
R/W WIDTH VARIES
MULTI-USE TRAIL
0.02 FT./FT.
12" TYPE B
STABILZATION
LBR 40
R/W LINE
TYPE F CURB
& GUTTER
4"
PROFILE GRADE
LINE FOR GLENDALE
STREET RECONSTRUCTION
BEGIN CROSS SLOPE TRANSITION STA. 5+15.19 (0.02 FT./FT.)
END CROSS SLOP
E TRANSITIO
N STA. 5+65
.47 (-0.02 FT
./FT.)
PROFILE GRADE
LINE FOR BACK OF
TRAIL ALIGNMENT
STA. 5+15.19 to 5+65.47
MULTI-USE TRAIL CROSS SLOPE TRANSITION
STA. 5+40.33 (0.00 FT./FT.)
0.02 FT./FT.
PROFILE GRADE
LINE FOR BACK OF
TRAIL ALIGNMENT
PROFILE GRADE
LINE FOR BACK OF
TRAIL ALIGNMENT
PROFILE GRADE
LINE FOR BACK OF
TRAIL ALIGNMENT
STA. 5+15.19
TRANSITION RATE = 1:125.7
BACK OF TRAIL ALIGNMENT
STA. 5+40.33
STA. 5+65.47
0.00 FT./FT.
-0.02 FT./FT
CITY OF LAKELAND
PROPERTY
SOD
VARIES
VARIES
C CONSTRUCTIONL
VARIES
SILT FENCE INSTALLED
& MAINTAINED DURING
CONSTRUCTION
1:4
VARIES
SOD
2' 10'
TRAVEL LANE
4"
0.02 FT./FT.
NO SCALE
SPECIAL GRADING DETAIL
STA. 27+45.71 to STA. 28+14.74 (LT.)
EXISTING
SIDEWALK
STANDARD CLEARING & GRUBBING
STANDARD CLEARING & GRUBBING
4'
SOD
2'
TYPE F CURB
& GUTTER
12" TYPE B
STABILZATION
LBR 40
VARIES
SOD
STA. 30+77.46 to STA. 35+58.28 (LT.)
2'
SOD
SOD
0.01 FT./FT.
E;ISTING STRUCTURE
DATA
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
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1 ADD TO REMAIN OR TO BE REMOVED INFO
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GLENDALE008202 453404-1-58-01
RYAN M. LAZENBY, P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND, FL 33803
(TO REMAIN)
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(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)
GENERAL NOTES
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Roadway\GNNTRD01.dwgLazenby, Ryan 10/1/2026 10:47:54 AM
O
F F
IC
IA
L
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OR
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F T
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S H E E T
IS
T
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IC
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.A .C
GLENDALE 453404-1-58-01008202
RYAN M. LAZENBY, P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND, FL 33803
1. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT
PROPERTY. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:
RYAN A. KUHN
PSM NO. 7230
CITY OF LAKELAND
228 S. MASSACHUSETTS AVENUE
LAKELAND, FL 33803
2. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
3. ROLLERS TO BE RUN IN THE STATIC MODE ONLY. VIBRATORY COMPACTION SHALL NOT BE USED.
4. ALL TREES WITHIN CLEARING AND GRUBBING AREAS SHALL BE REMOVED PER SPECIFICATION.
5. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN.
INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.
6. UTILITY/AGENCY OWNERS
COMPANY CONTACT TELEPHONE NUMBER EMAIL
SPECTRUM SUNSHINE STATE, LLC JOHN JOHNSON 352-901-7252 John.H.Johnson@charter.com FRONTIER COMMUNICATIONS MATTHEW RHINE 813-659-7758 Matthew.S.Rhine@ftr.com FRONTIER COMMUNICATION FIELD REP. ALBERT SIERRA 863-512-5211 Albert.X.Sierra@ftr.com CITY OF LAKELAND WATER UTILITIES DANNY BUCHANON 863-834-8336 Danny.Buchanon@lakelandgov.net LAKELAND ELECTRIC LUIS DURAN 863-834-6580 Luis.Duran@lakelandelectric.com LAKELAND ELECTRIC FIELD REP. GREG THOMAS 863-834-8886 Gregory.Thomas@lakelandelectric.com CITY OF LAKELAND FIBER REX HARRIS JR. 863-834-6825 Rex.Harris@lakelandgov.net
S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C)
OE
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OFOC
OFOC
OFOC
OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC
W(D)
W(D
W(D
W D
S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D)
S( D)
S( D)
S(C) S(C) point - (8)
ARV S(D)
S A
S A
S A
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)
W D
W D
W D
OE
OE
OE
OE
OE
OE
OE
OE
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
S( D)
S D
S D
S D
S D
S D
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
BF
OC
(D
BF
OC
(D
W D
W D
W D
SAN
SAN
SAN
SD
WATER
WATER
WATER
WATER
SAN
10+00 11+00 12+00 13+00 14+00 15+00
10' MULTI-USE TRAIL
R=7.5'
R
BEGIN TYPE F C&G
STA. 14+89.88
10.00' RT.
R=25'
BEGIN RECONSTRUTION
BEGIN PGL
(TIE TO EXISTING)
STA. 14+89.88
BEGIN TYPE F C&G
STA. 14+89.88
10.00' LT.
END TYPE F C&G
(TIE INTO EXISTING)
STA. 15+20.83
40.07' LT.
R= 75'
BEGIN MULTI-USE TRAIL
(TIE TO EXISTING)
STA. 10+13.89
75.85' RT.
R=
R= 60'
BEGIN TYPE F C&G
(TIE TO EXISTING)
STA. 15+40.62
39.71' LT.
CR-E
CR-E
CONC. SWK.
EXISTING 24" RCP
CO
N C.
S
W K
PARCEL # 242832-263000-000201
CITY OF LAKELAND
OFFICIAL RECORD BOOK 1560, PAGE 1253
C CONSTRUCTIONL
PARCEL # 242832-263100-002130
JUAN PEREZ & JEAN MARIE ESPINA PEREZ
OFFICIAL RECORD BOOK 10469, PAGE 2002
PARCEL # 242832-263100-002120
CARLOS DANIEL GUERRERO & MYRNA GUERRERO
OFFICIAL RECORD BOOK 10092, PAGE 1359
CONC. SWK.
PARCEL # 242832-263100-003120
LISA SMITH
OFFICIAL RECORD BOOK 9603, PAGE 1588
E
AS
E M E N
T PARCEL # 242832-263100-003130
BRANDI NICOLE & RALPH MARLYN CHANDLER
OFFICIAL RECORD BOOK 10819, PAGE 1380
CONTROL POINT
8" IRON ROD WITH CAP
"CITY OF LAKELAND"
ELEVATION = 115.45
N. = 1335466.82 E. = 678490.47
CONTROL POINT
8" IRON ROD WITH CAP
"CITY OF LAKELAND"
ELEVATION = 115.61
N. = 1335452.15 E. = 677986.28
PARCEL # 242832-263100-004120
JACOB L WADSWORTH
OFFICIAL RECORD BOOK 4840 PAGE 1811
R/W LINE
R/W LINE R/W LINE
BOLLARD
GLENDALE STREET
P
IN
E W A Y
A V E N U E
B E
LL
W O O D
A V E N U E
N E W J E R S E Y
R O A D
TRAILSIDE SWALE BOTTOM
STA. 10+36.20
78.00' RT.
STA. 14+65.16
78.00' RT. STA. 15+34.29
47.21' RT.
REMOVE EXISTING
BOLLARDS STA. 14+00 to
STA. 16+40 (RT.)
BEGIN SWALE GRADING
STA. 10+86.87
44.16' LT.
PROPOSED SWALE BOTTOM
SEE CROSS SECTIONS
END SWALE GRADING
STA. 12+56.14
45.28' LT.
TO REMAIN
PROPOSED SWALE BOTTOM
SEE CROSS SECTIONS
BEGIN SWALE GRADING
STA. 13+09.55
45.58' LT.
END SWALE GRADING
STA. 15+02.92
44.85' LT.
EXISTING 30" RCP
TO REMAIN
STA. 14+65.16/70.00' RT.1
STA. 15+28.34/41.86' RT.2
STA. 15+72.94/22.00' RT.3
S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C)
OE
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OFOC
OFOC
OFOC
OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC
W(D)
W(D
W(D
W D
S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D)
S( D)
S( D)
S(C) S(C) point - (8)
ARV S(D)
S A
S A
S A
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)
W D
W D
W D
OE
OE
OE
OE
OE
OE
OE
OE
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
S( D)
S D
S D
S D
S D
S D
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
BF
OC
(D
BF
OC
(D
W D
W D
W D
11+00 12+00 13+00 14+00 15+00
-0.40%
1" = 40' Horizontal 1" = 4' Vertical
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Roadway\PLPRRD01.dwgLazenby, Ryan 10/1/2026 10:48:25 AM
008202 453404-1-58-01
PLAN & PROFILE (01)
0'
TH
E O
F F
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L
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OR
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F T
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S H E E T
IS
T
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IC
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N E D A
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N D E R R
U
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1G
-2
3.
4‚ F
.A .C
RYAN M. LAZENBY , P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND , FL 33801 GLENDALE
EXISTING GROUND AT
C CONSTRUCTIONL
PROFILE GRADE LINE
GLENDALE STREET
RECONSTRUCTION
B E
GI
N P
GL
S
TA
.8
(T
IE
T O
E X
IS
TI
G)
S(C) S(C) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A)
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC
W D
W D
W D
S(D) point - (8) ARV S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D)
S(D)
S(D)
S(C) S(C)
S A
S A
S A
S C
S C
W D
W D
W D
W D
W D
W D
W D
W D
W D
W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)
W D
W D
W D
W D
W D
W D
W D
W D
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
O T
O T
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
O T V
O T V
24" STUMP
SAN
SAN
SDSD
WATER WATER
SAN
SD
16+00 17+00 18+00 19+00 20+00 21+00R=
R= 60'
CR-E
CR-D
END TYPE F C&G
STA. 16+70.78
44.44' RT.
R= ' R=25'
BEGIN TYPE F C&G
STA. 16+82.77
50.68' RT.
CR-F
END TYPE F C&G
(TIE INTO EXISTING)
STA. 17+70.73
39.97' LT.
CR-E
CR-E
R=25' R=
BEGIN TYPE F C&G
(TIE TO EXISTING)
STA. 17+90.60
40.48' LT.
CR-E
R=25' R=
CR-E
END TYPE F C&G
(TIE INTO EXISTING)
STA. 20+20.84
38.48' LT.
BEGIN TYPE F C&G
(TIE TO EXISTING)
STA. 20+40.49
38.80' LT.
10' MULTI-USE TRAIL
10' MULTI-USE TRAIL
PARCEL # 242832-263100-004120
JACOB L WADSWORTH
OFFICIAL RECORD BOOK 4840 PAGE 1811
PARCEL # 242832-263100-004130
MARINA GALLEGOS
OFFICIAL RECORD BOOK 10831 PAGE 1646
E
AS
E M E N T
CONC. SWK.
CONTROL POINT
PK NAIL AND DISK
"CITY OF LAKELAND"
ELEVATION = 114.59
N. = 1335513.13 E. = 678705.06
PARCEL # 242832-263100-005120
BARBARA S. ALLISON
OFFICIAL RECORD BOOK 2728 PAGE 1093
7.
5' E
AS
E M E N T
7.
5' E
AS
E M E N T
PARCEL # 242832-263400-002120
ANDREA ANDERSON & KENNETH TRAWICK
OFFICIAL RECORD BOOK 8904 PAGE 858
PARCEL # 242832-263400-003120
JAK GROUP PROPERTIES LLC
OFFICIAL RECORD BOOK 7428 PAGE 798
PARCEL # 242832-263000-000170
CITY OF LAKELAND
CONTROL POINT
PK NAIL AND DISK
"CITY OF LAKELAND"
ELEVATION = 114.50
N. = 1335507.42 E. = 678985.89
MASONRY WALL
CONC. SWK. CONC. SWK.
R/W LINE
R/W LINE
R/W LINE R/W LINE
C CONSTRUCTIONL
BOLLARD
A T
LA
N T A
A V E N U E
GLENDALE STREET
D R E W E R Y
A V E N U E
S-1
S-2 S-5
S-4
STA. 15+34.29
47.21' RT.
REMOVE EXISTING
BOLLARDS STA. 14+00 to
STA. 16+40 (RT.)
EXISTING 30" RCP
TO REMAIN PROPOSED SWALE BOTTOM
SEE CROSS SECTIONS
EXISTING 42" RCP
TO REMAIN
EXISTING 36" RCP
TO REMAIN
BEGIN SWALE GRADING
STA. 18+09.36
46.10' LT.
BEGIN SWALE GRADING
STA. 20+58.54
46.10' LT.
EXISTING 36" RCP
TO REMAIN
PROPOSED SWALE BOTTOM
SEE CROSS SECTIONS
END SWALE GRADING
STA. 20+01.98
42.83' LT.
S-3
S(C) S(C) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A)
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC
W D
W D
W D
S(D) point - (8) ARV S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D)
S(D)
S(D)
S(C) S(C)
S A
S A
S A
S C
S C
W D
W D
W D
W D
W D
W D
W D
W D
W D
W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)
W D
W D
W D
W D
W D
W D
W D
W D
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
O T
O T
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
O T V
O T V
CONST. 4 LF OF 36" PIPE CONST. 4 LF
OF 36" PIPE
CONST. 31 LF OF 18" PIPE
CONNECT TO EXIST. STRUCTURE
SEE DRAINAGE STRUCTURE
SECTIONS
CONST. 23 LF OF 18" PIPE
CONST. 39 LF OF 18" PIPE
CONST. 23 LF OF 18" PIPE
S-10A
REMOVE EXISTING
SIGN ASSEMBLY
REMOVE EXISTING
SIGN ASSEMBLY
REMOVE EXISTING
STRUCTURE EX-15
16+00 17+00 18+00 19+00 20+00 21+00
P .I
.5
E L.
.9
P .I
.0
E L.
.4
P .I
.9
E L.
.1
P .I
.0
E L.
.4
0.30% -0.30% 0.30% -0.30%-0.40%
1" = 40' Horizontal 1" = 4' Vertical
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Roadway\PLPRRD01.dwgLazenby, Ryan 10/1/2026 10:48:31 AM
PLAN & PROFILE (02)
0'
TH
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F F
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L
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OR
D O
F T
H
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S H E E T
IS
T
H E E
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C
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ON
IC
F
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S
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N E D A
N D S
E
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E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
RYAN M. LAZENBY , P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND , FL 33801 GLENDALE
PROFILE GRADE LINE
GLENDALE STREET
RECONSTRUCTION
EXISTING GROUND AT
C CONSTRUCTIONL
S(A)S(A) S(A) S(A) S(A) S(A) S(A)
S C
S A
S(A) S(A) S(A)
S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A)
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OEOFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC
OFOC
W(D) W(D) W(D) W(D) W(D) W(D)
W(D)
W D
W D
S C
S C
W D
W D
W D
W D
W D
W D
W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)
O E
O E
O E
O E
O E
O E
O E
O E
OE
OE
OE
OE
O E
O E
O E
O E
O T
O T
O T
O T
O T
O T
O T
O T
O T
O T
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
O T V
O T V
SANSANSAN
SAN
SAN
SD
SD
WATER
WATER
WATER WATER
WATER
SD
SD
SD
21+00 22+00 23+00 24+00 25+00 26+00 27+00
CR-F
10' MULTI-USE TRAIL 10' MULTI-USE TRAIL
CR-F
PARCEL # 242832-263400-003120
JAK GROUP PROPERTIES LLC
OFFICIAL RECORD BOOK 7428 PAGE 798
E
AS
E M E N T
PARCEL # 242832-263400-003130
JUSTIN ERVIN
OFFICIAL RECORD BOOK 11789 PAGE 72
R=25' R=
CR-E CR-E
CONC. SWK.
PARCEL # 242832-263000-000170
CITY OF LAKELAND
MASONRY WALL
END TYPE F C&G
(TIE INTO EXISTING)
STA. 22+70.67
38.80' LT.
PARCEL # 242832-263400-004120
PEDRO C. LLANES DELGADO
OFFICIAL RECORD BOOK 11054 PAGE 1433
BEGIN TYPE F C&G
(TIE TO EXISTING)
STA. 22+90.22
38.78' LT.
R=
END TYPE F C&G
STA. 23+80.67
51.00' RT.
R=22'
BEGIN TYPE F C&G
STA. 23+99.68
38.18' RT.
CONC. SWK.
CONTROL POINT
PK NAIL AND DISK
"CITY OF LAKELAND"
ELEVATION = 114.62
N. = 1335515.42 E. = 6789271.18
E
AS
E M E N T
PARCEL # 242832-263000-000170
CITY OF LAKELAND
MASONRY WALL
R=25' R=
CR-E
CR-E
CONC. SWK.
ASPHALT
PARKING AREA
PARCEL # 242832-263400-004130
TINA POKOROWSKI
OFFICIAL RECORD BOOK 10856 PAGE 925
END TYPE F C&G
(TIE INTO EXISTING)
STA. 25+20.75
38.93' LT.
BEGIN TYPE F C&G
(TIE TO EXISTING)
STA. 25+40.96
39.29' LT.
CONTROL POINT
PK NAIL AND DISK
"CITY OF LAKELAND"
ELEVATION = 115.46
N. = 1335515.51 E. = 679521.96
10' MULTI-USE TRAIL
CONC. SWK.
STA. 25+37.23
38.27' RT.
STA. 25+56.81
38.31' RT.
G-5
C CONSTRUCTIONL
PARCEL # 242832-263400-005150
THOMAS L. WEINBERG
OFFICIAL RECORD BOOK 3461 PAGE 1407
R/W LINE
R/W LINE
R/W LINE
R/W LINE R/W LINE
R/W LINE
GLENDALE STREET
S T A N H O P E
A V E N U E
V E N
IC
E W A Y
S-9
S-8
BEGIN SWALE GRADING
STA. 20+58.54
PROPOSED SWALE BOTTOM
SEE CROSS SECTIONS
END SWALE GRADING
STA. 22+50.93
44.60' LT.
PROPOSED SWALE BOTTOM
SEE CROSS SECTIONS
EXISTING 36" RCP
TO REMAIN
BEGIN SWALE GRADING
STA. 23+08.26
45.30' LT.
EXISTING 36" RCP
TO REMAIN
END SWALE GRADING
STA. 25+01.77
45.83' LT.
EXISTING 30" RCP
TO REMAIN
6'
S-6
S-7
S-10
S-11
S(A)S(A) S(A) S(A) S(A) S(A) S(A)
S C
S A
S(A) S(A) S(A)
S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A)
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OEOFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC
OFOC
W(D) W(D) W(D) W(D) W(D) W(D)
W(D)
W D
W D
S C
S C
W D
W D
W D
W D
W D
W D
W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)
O E
O E
O E
O E
O E
O E
O E
O E
OE
OE
OE
OE
O E
O E
O E
O E
O T
O T
O T
O T
O T
O T
O T
O T
O T
O T
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
O T V
O T V
CONST. 4 LF OF 36" PIPE
CONST. 4 LF
OF 15" PIPE
CONST. 4 LF
OF 30" PIPE
CONST. 4 LF
OF 30" PIPE
S-10A
CONST. 4 LF
OF 24" PIPE
CONST. 4 LF
OF 18" PIPE
CONST. 8 LF OF 12"x18" PIPE
CONST. 17 LF OF 18" PIPE
CONST. 193 LF OF 18" PIPE
CONST. 76 LF OF 18" PIPE
REMOVE EXISTING
SIGN ASSEMBLY
EXISTING 24" RCP
TO REMAIN
EXISTING 18" RCP
TO REMAIN
EXISTING 24" RCP
TO BE REMOVED
EXISTING 15" RCP
TO BE REMOVED
EXISTING 15" RCP
TO BE REMOVED
REMOVE EXISTING
REMOVE EXISTING
STRUCTURE EX-20
REMOVE EXISTING
DRAINAGE STRUCTURE
REMOVE EXISTING
STRUCTURE EX-15
CONST. 18 LF OF 18" PIPE
STRUCTURE EX-17
22+00 23+00 24+00 25+00 26+00
P .I
.2
E L.
.7
P .I
.0
E L.
.4
P .I
.0
E L.
.8
-0.30% 0.38%
0.81% -.50%
1" = 40' Horizontal 1" = 4' Vertical
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Roadway\PLPRRD01.dwgLazenby, Ryan 10/1/2026 10:48:38 AM
PLAN & PROFILE (03)
0'
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
RYAN M. LAZENBY , P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND , FL 33801 GLENDALE
PROFILE GRADE LINE
GLENDALE STREET
RECONSTRUCTION
S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A)
S(A) S(A) S(A) S(A)
S(A)
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE
OFOC
OFOC
OFOC
OFOC
OFOC
OFOC
OFOC
OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC
W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C)
W D
W(D) W(D) W(D) W(D) W(D) W(D) W(D)
W D
W D
W D
OE
O E
O E
O E
O E
OE
OE
OE
OE
OE
OE
OE
O E
O E
O E
O E
OE OE OE OE OE OE OE OE OE OE OE OE OE
BE(D) BE(D) BE(D) BE(D) BE(D) BE(D)
BE(D)BE(D)BE(D)
OT
OT
O T
O T
O T
O T
B F O C C
B F O C C
BFOC(C)
BFOC(C)
BFOC(C) BFOC(C) BFOC(C)
BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C)
BT(D) BT(D)BFOC(D) BFOC(D)
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
30" STUMP
SAN
SAN
SAN
WATER
WATER
SD
WATER
WATER
WATER
WATER
WATER
WATER
WATER
27+00 28+00 29+00 30+00 31+00 32+00
MASONRY WALL
R= ' R=30' G-5
CR-F
CR-F
10' MULTI-USE TRAIL
CONC. SWK.
R=25'
5' SIDEWALK 5' SIDEWALK CONC. SWK.
CR-E CR-E
END TYPE F C&G
(TIE INTO EXISTING)
STA. 28+32.47
52.78' LT.
END TYPE F C&G
STA. 29+01.78
46.00' RT.
PARCEL # 242832-263000-000170
CITY OF LAKELAND
BEGIN TYPE F C&G
STA. 29+25.78
45.98' RT.
STA. 29+74.41
35.06' RT.
STA. 29+91.87
35.06' RT.
10' MULTI-USE TRAIL
CONTROL POINT
PK NAIL AND DISK
"CITY OF LAKELAND"
ELEVATION = 115.87
N. = 1335509.60 E. = 679818.37
G-18G-18 G-30 G-18 SPD
MASONRY WALL
R/W LINE
C CONSTRUCTIONL
STA. 28+81.94
40.50' LT.
STA. 28+90.74
40.49' LT.
STA. 29+30.45
40.45' LT.
STA. 29+48.27
40.38' LT.
BEGIN 4" THICK SIDEWALK
STA. 28+64.04/41.32' LT.
PARCEL # 242832-263500-001010
ANGEL & FRANCINE FIGUEROA
OFFICIAL RECORD BOOK 6556 PAGE 2144
242832-263500-005220
JOSEPH ADAM LAND
OFFICIAL RECORD BOOK 11682
PARCEL #
242832-263500-005210
MA LUISA LAPIRA
OFFICIAL RECORD BOOK 11819
PARCEL #
242832-263500-005200
WILLIAM & DORIS KOCH
OFFICIAL RECORD BOOK 4126
PARCEL #
242832-263500-005190
ALEXANDER & JOY CANNON
OFFICIAL RECORD BOOK 4689
PARCEL #
STA. 28+65.62/41.32' LT.5
STA. 28+78.92/32.00' LT.6
END 4" THICK SIDEWALK
(TIE INTO EXISTING)
STA. 30+72.46/32.61' LT.
STA. 30+25.80
40.04' LT.
STA. 30+37.26
40.21' LT. STA. 30+56.33
32.49' LT.
STA. 30+67.46
32.57' LT.
STA. 31+44.88
20.00' LT.
STA. 31+59.17
20.00' LT.
CONC. SWK.
242832-263500-005180
DAVID & MILBRIA HERRINGTON
OFFICIAL RECORD BOOK 1688
PARCEL #
R/W LINE
R/W LINE
242832-263500-005170
ORLANDO HERNANDEZ SALAS
OFFICIAL RECORD BOOK 10066
PARCEL #
242832-263500-005160
STEVEN CHARLES WALTERS
OFFICIAL RECORD BOOK 11537
PARCEL #
STA. 31+75.91
20.00' LT.
STA. 31+90.27
20.00' LT.
STA. 32+65.28
20.00' LT.
STA. 32+79.61
20.00' LT.
E
AS
E M E N
TBEGIN TYPE F C&G
(TIE TO EXISTING)
STA. 28+52.57
52.85' LT.
GLENDALE STREET
B A
LF
O U R
A V E N U E
S-17
S-13 S-16
S-14
VALLEY GUTTER PER
FDOT STANDARD PLAN
INDEX 520-001
6'
S-12
S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A)
S(A) S(A) S(A) S(A)
S(A)
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE
OFOC
OFOC
OFOC
OFOC
OFOC
OFOC
OFOC
OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC
W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C) W(C)
W D
W(D) W(D) W(D) W(D) W(D) W(D) W(D)
W D
W D
W D
OE
O E
O E
O E
O E
OE
OE
OE
OE
OE
OE
OE
O E
O E
O E
O E
OE OE OE OE OE OE OE OE OE OE OE OE OE
BE(D) BE(D) BE(D) BE(D) BE(D) BE(D)
BE(D)BE(D)BE(D)
OT
OT
O T
O T
O T
O T
B F O C C
B F O C C
BFOC(C)
BFOC(C)
BFOC(C) BFOC(C) BFOC(C)
BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C)
BT(D) BT(D)BFOC(D) BFOC(D)
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
CONST. 4 LF
OF 30" PIPE
CONST. 4 LF
OF 30" PIPE
CONST. 4 LF
OF 30" PIPE
CONST. 4 LF
OF 30" PIPE
CONST. 322 LF
OF 18" PIPE
CONST. 19 LF
OF 18" PIPE
CONST. 67 LF OF 18" PIPE
EXISTING 18"
HDPE TO REMAIN
EXISTING 12"x18" CMP
TO BE REMOVED
EXISTING 18" RCP
TO REMAIN
ABANDONED IN PLACE
EXISTING 12" CMP
TO BE REMOVED
EXISTING 15" RCP
TO BE REMOVED
EXISTING 12"x18"
CMP TO REMAIN
EXISTING 30" CMP
TO REMAIN
REMOVE EXISTING
SIGN ASSEMBLY
REMOVE EXISTING
SIGN ASSEMBLY
REMOVE EXISTING
SIGN ASSEMBLY
SPD
REMOVE EXISTING
STRUCTURE EX-29 & EX-33
EXISTING 15" RCP
TO BE REMOVED
CONST. 19 LF OF 18" PIPE
REMOVE CONCRETE
SPILLWAY
27+00 28+00 29+00 30+00 31+00 32+00
P .I
.0
E L.
.8
P .I
.0
E L.
.3
P .I
.0
E L.
.8
-.50% 0.30% -0.30% 0.35%
1" = 40' Horizontal 1" = 4' Vertical
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Roadway\PLPRRD01.dwgLazenby, Ryan 10/1/2026 10:48:44 AM
PLAN & PROFILE (04)
0'
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
RYAN M. LAZENBY , P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND , FL 33801 GLENDALE
PROFILE GRADE LINE
GLENDALE STREET
RECONSTRUCTION
S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A)
OE OE OE OE OE OE OE
OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC
OE OE OE
OFOC OFOC OFOC OFOC OFOC OFOC
OE OE OE OE OE OE OE
S A
S A
S A
S A
W(C) W(C) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(C) W(C) W(C) W(C) W(C) W(C)
OE
OE
OE
O E
O E
O E
O E
OE OE OE
O F O C
O F O C
BE(D)BE(D)BE(D)BE(D)BE(D)BE(D)
OT
OT
O T
O T
O T
O T
BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C)
BFOC(C)
BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
B F O C D
SAN
SAN
WATER
WATER
WATER
WATER
WATER
WATER
WATER WATER
WA
TE
R
32+00 33+00 34+00 35+00 36+00 36+47
10' MULTI-USE TRAIL
SPD
PARCEL # 242832-263000-000170
CITY OF LAKELAND
G-5
STA. 31+44.88
STA. 31+59.17
20.00' LT.
CONC. SWK.
CR-F
242832-263500-005180
DAVID & MILBRIA HERRINGTON
OFFICIAL RECORD BOOK 1688
PARCEL #
242832-263500-005170
ORLANDO HERNANDEZ SALAS
OFFICIAL RECORD BOOK 10066
PARCEL #
242832-263500-005160
STEVEN CHARLES WALTERS
OFFICIAL RECORD BOOK 11537
PARCEL #
STA. 31+75.91
20.00' LT.
STA. 31+90.27
20.00' LT.
R=
R=25' 10' MULTI-USE TRAIL
CR-F
PARCEL # 242832-263000-000162
GLENDALE STREET, LLC
OFFICIAL RECORD BOOK 9853 PAGE 999
PARCEL # 242832-263000-000161
HIGHLANDS PHARMACY OF POLK COUNTY, INC.
OFFICIAL RECORD BOOK 7775 PAGE 2152
CONTROL POINT
8" IRON ROD WITH CAP
"CITY OF LAKELAND"
ELEVATION = 116.54
N. = 1335470.67 E. = 680346.73
END TYPE F C&G
STA. 34+21.65
41.00' RT.
BEGIN TYPE F C&G
STA. 34+59.22
41.00' RT.
STA. 32+85.24
32.95' RT.
STA. 32+66.12
32.83' RT.
STA. 34+21.65
46.62' RT.
STA. 34+59.22
46.62' RT.
STA. 32+97.25
20.00' LT.
STA. 33+16.08
20.00' LT.
STA. 33+97.22
20.00' LT.
STA. 34+16.63
20.00' LT.
ASPHALT
PARKING AREA
ASPHALT DRIVEWAY
STA. 34+81.26
39.81' LT.
STA. 35+01.35
39.76' LT.
C CONSTRUCTIONL
R/W LINE
R/W LINE
CONC. SWK. CONC. SWK. CONC. SWK.
CONC. SWK.CONC. SWK.
ASPHALT
PARKING AREA
STA. 32+65.28
20.00' LT.
STA. 32+79.61
20.00' LT.
E
AS
E M E N T
END TYPE F C&G
(TIE INTO EXISTING)
STA. 35+95.68
28.52' LT.
CR-F
GLENDALE STREET
LA
K E
LA
N D H
IG
H
LA
N D S
R O A D
S-18
S-19
CR-F
STA. 34+93.54/25.00' RT.9
STA. 35+15.20/28.71' RT.10
STA. 35+40.19/33.00' RT.11
R=
R
R=
STA. 35+65.25/33.00' RT.12
BEGIN MULTI-USE TRAIL
(TIE TO EXISTING)
STA. 35+90.47
47.67' RT.
END TYPE F C&G
(TIE TO EXISTING)
STA. 36+01.87
46.70' RT.
VALLEY GUTTER PER
FDOT STANDARD PLAN
INDEX 520-001
6'
R=30'
R=35'
S-20 S-21
S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A) S(A)
OE OE OE OE OE OE OE
OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC
OE OE OE
OFOC OFOC OFOC OFOC OFOC OFOC
OE OE OE OE OE OE OE
S A
S A
S A
S A
W(C) W(C) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(C) W(C) W(C) W(C) W(C) W(C)
OE
OE
OE
O E
O E
O E
O E
OE OE OE
O F O C
O F O C
BE(D)BE(D)BE(D)BE(D)BE(D)BE(D)
OT
OT
O T
O T
O T
O T
BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C) BFOC(C)
BFOC(C)
BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
B F O C D
CONST. 4 LF
OF 18" PIPE
CONST. 4 LF
OF 18" PIPE
CONST. 19 LF
EXISTING 12"x18"
CMP TO REMAIN
EXISTING 12"x18"
CMP TO REMAIN
EXISTING 12"x18"
CMP TO REMAIN
EXISTING 18" RCP
TO REMAIN
CONST. 129 LF
OF 18" PIPE
EXISTING 12" PVC
TO BE REMOVED
CONST. 22 LF
OF 18" PIPE
EXISTING 18" RCP
TO REMAIN
REMOVE EXISTING
SIGN ASSEMBLY
REMOVE EXISTING
SIGN ASSEMBLYSPD SPD SPD SPD
REMOVE EXISTING
STRUCTURE EX-45
13EXISTING 15" RCP
TO BE REMOVED
REMOVE CONCRETE
SPILLWAY
G-18
33+00 34+00 35+00 36+00
P .I
.0
E L.
.5
P .I
.0
E L.
.1
0.35% -0.30% 1.27%
P .I
.4
E L.
.1
-0.30%
1" = 40' Horizontal 1" = 4' Vertical
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Roadway\PLPRRD01.dwgLazenby, Ryan 10/1/2026 10:48:50 AM
9/29/26
PLAN & PROFILE (05)
1 ADJUST RECONSTRUCTION LIMITS & ADD
4" CONCRETE SLAB TO S-18
0'
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
RYAN M. LAZENBY , P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND , FL 33801 GLENDALE
PROFILE GRADE LINE
GLENDALE STREET
RECONSTRUCTION
P .I
.1
E L.
.9
EXISTING GROUND AT
C CONSTRUCTIONL
E N D P
GL
S
TA
.6
(T
IE
T O
E X
IS
TI
G) 1
SAN
SAN
SAN
SD
WATER
WATER WATER
WATER
SAN
S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(A)
OE
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OFOC
OFOC
OFOC
OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC OFOC
W(D
W(D
W D
S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D)
S(D)
S( D)
S( D)
S( D)
S(C) point - (8)
ARV S(D)
S A
S A
S A
W D
W D
W D
W D
W D
W D
W D
W D
W D
W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)
W D
W D
W D
OE
OE
OE
OE
OE
O E
O E
O E
O E
O E
S( D)
S D
S D
S D
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
BF
OC
(D
BF
OC
(D
W D
0 1 2 3 4
10' MULTI-USE TRAIL
BEGIN SPECIAL PROFLE
BACK OF TRAIL
STA. 0+00.00 =
STA. 10+21.20/70.00' RT.
PC STA. 4+43.96
STA. 14+65.16/70.00' RT.
TRANSITION
PRC STA. 5+15.19=
STA. 15+28.34/41.86' RT.
BEGIN CROSS SLOPE
TRANSITION
PRC STA. 5+65.47=
STA. 15+72.94/22.00' RT.
END CROSS SLOPE
END SPECIAL PROFILE
BACK OF TRAIL
R=
R= 7.5'
R=60'R= 85'
PROFILE GRADE LINE
BACK OF TRAIL
C CONSTRUCTION
GLENDALE STREET
L
GLENDALE STREET
P
IN
E W O O D
A V E N U E
B E
LL
W O O D
A V E N U E
N E W J E R S E Y
R O A D
R/W LINE
BOLLARD
R/W LINE
CONC. SWK. CONC. SWK.
TO
P
OF
B
AN
K
LAKE SOMERSET
CONC. SWK.
10+00 11+00 12+00 13+00 14+00 15+00 16+00
TRAILSIDE SWALE BOTTOM
PROPOSED SWALE BOTTOM PROPOSED SWALE BOTTOM
1+00 2+00 3+00 4+00 5+00
P .I 1+
.0
E L.
.2
P .I 3+
.0
E L.
.6
P .I 2+
.0
E L.
.6
P .I 4+
.0
E L.
.0
-0.53% 0.00%
0.00% -0.38%
1.64%
1" = 40' Horizontal 1" = 4' Vertical
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Roadway\PLPRRD02.dwgLazenby, Ryan 10/1/2026 10:49:11 AM
SPECIAL PROFILE - BACK OF
TRAIL
0'
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
RYAN M. LAZENBY , P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
LAKELAND , FL 33801 GLENDALE
BEGIN PROFILE
GRADE LINE
STA. 0+00.00
EL.= 115.21
EXISTING GROUND
AT PROFILE GRADE LINE
BACK OF TRAIL
PROFILE GRADE LINE
BACK OF TRAIL
END PROFILE
GRADE LINE
STA. 5+65.47
EL.= 115.50
le v.
4.
R /W
L
IN
E
0.020.02 0.02
CITY OF LAKELAND
PARCEL 242832-263000-000201
16+12.58
0 20 40 60 80 100020406080100
18+80.00
0 20 40 60 80 100020406080100
E le v.
5.
L
IN
E
0.020.02 0.02
CITY OF LAKELAND
PARCEL 242832-263000-000201
S-3
STA. 18+80.00 (46.20 LT.)
S-2
STA. 16+12.58 (11.25 RT.)
S-1
STA. 16+12.58 (11.25 LT.)
CONST. 18" PIPE
CONST. 18" PIPE
48" SAN
48" SAN
36" SAN
36" SAN
6" DIP WM
6" DIP WM
3-1.25" BT
3-1.25" BT
CONST. CURB INLET TYPE P-6
INDEX 425-021, 425-010
EOP EL. 114.72
FL 110.30 (LT. & RT.)
CONNECT TO EXIST. STRUCTURE AT FL. 108.30
SEAL AND GROUT EXIST. STRUCTURE
PER FDOT STANDARD SPEC. 425 CONST. CURB INLET TYPE P-6
INDEX 425-021, 425-010
EOP EL. 114.72
FL 110.50 (LT.)
FROM
S-4
FROM
EX-12
TO
EX-11
CONST. MANHOLE TYPE J-8 (8-FT. DIA.)
INDEX 425-001, 425-010
RIM EL. 113.85
FL 109.00 (RT.)
FL 107.92 (AH.) (EXIST.)
FL 107.90 (BK.) (EXIST.)
CONST. 18" PIPE
CONST. CONC. JACKET
INDEX 430-001
CONST. 36" PIPEEXIST. 36" RCP
TO REMAIN
EXIST. 36" RCP
TO REMAIN
CONST. 36" PIPE
CONST. CONC. JACKET
INDEX 430-001
EXIST 60"X38" ERCP TO REMAIN
NOTE: UTILITIES HAVE NOT BEEN VERIFIED. CONTRACTOR
TO FIELD VERIFY ALL UTILITY CONFLICTS SHOWN.
1" = 20' Horizontal 1" = 10' Vertical
DRAINAGE STRUCTURES (01)
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Drainage\DRXSRD01.dwgLazenby, Ryan 10/1/2026 10:49:27 AM
RYAN M. LAZENBY , P.E.
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
18+96.91
0 20 40 60 80 100020406080100
21+48.05
0 20 40 60 80 100020406080100
E le v.
L
IN
E
0.020.02 0.02
CITY OF LAKELAND
PARCEL 242832-263000-000201
E le v.
L
IN
E
0.020.02 0.02
CITY OF LAKELAND
PARCEL 242832-263000-000201
S-5
STA. 18+96.91 (11.25 RT.)
S-4
STA. 18+96.91 (11.25 LT.)
CONST. 18" PIPE
48" SAN
48" SAN
36" SAN
6" DIP WM
6" DIP WM
3-1.25" BT
3-1.25" BT
CONST. CURB INLET TYPE P-6
INDEX 425-021, 425-010
EOP EL. 114.93
FL 110.90 (LT. & RT.)
CONST. CURB INLET TYPE P-6
INDEX 425-021, 425-010
EOP EL. 114.93
FL 111.10 (LT.)
TO
S-3
CONST. 18" PIPE
S-10A
STA. 21+48.05 (17.96 RT.)
CONST. CONC. JACKET
INDEX 430-001
CONST. 24" PIPE EXIST. 24" RCP
TO REMAIN
TO
EX-16
FROM
S-10
CONST. 18" PIPE
CONST. MANHOLE TYPE P-8 (ALT. A, 4-FT. DIA.)
CAST-IN-PLACE
INDEX 425-001, 425-010
RIM EL. 115.11
FL 110.67 (BK.)
FL 110.67 (RT.) (EXIST.)
1" = 20' Horizontal
DRAINAGE STRUCTURES (02)
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Drainage\DRXSRD01.dwgLazenby, Ryan 10/1/2026 10:49:31 AM
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
22+23.28
0 20 40 60 80 100020406080100
24+15.41
0 20 40 60 80 100020406080100
E le v.
L
IN
E
0.020.02 0.02
CITY OF LAKELAND
PARCEL 242832-263000-000201
E le v.
L
IN
E
0.020.02 0.02
CITY OF LAKELAND
PARCEL 242832-263000-000201
S-11
STA. 24+15.41 (18.71 RT.)
S-8
STA. 22+23.28 (11.25 LT.)
S-9
STA. 22+23.28 (11.25 RT.)
S-10
STA. 22+23.28 (18.97 RT.)
S-7
STA. 22+23.28 (27.89 LT.)
S-6
STA. 22+23.28 (45.66 LT.)
CONST. 18" PIPE
CONST. 18" PIPE
24" SAN
24" SAN
6" DIP WM
6" DIP WM
3-1.25" BT
3-1.25" BT
S-9
STA. 22+23.28 (11.25 RT.)
S-10
STA. 22+23.28 (18.97 RT.)
CONST. MANHOLE TYPE J-7 (3.5'X10')
INDEX 425-001, 425-010
RIM EL. 115.06
FL 110.90 (LT., AH. & BK.)
FL 111.50 (RT.) (EXIST.)
CONST. 12"X18" PIPE
CONST. 18" PIPE
TO
S-10A
FROM
S-11
CONST. 18" PIPE
CONST. CURB INLET TYPE P-6
INDEX 425-021, 425-010
EOP EL. 114.57
FL 111.00 (RT.)
CONST. CURB INLET TYPE P-6
INDEX 425-021, 425-010
EOP EL. 114.57
FL 110.30 (LT.)
CONST. MANHOLE TYPE P-8
UTILITY CONFLICT STRUCTURE (CAST-IN-PLACE)
INDEX 425-001, 425-010, 425-080
RIM EL. 114.58
FL 109.50 (LT. & RT.)
FL 108.80 (AH. & BK.) (SAN) (EXIST.)
CONST. MANHOLE TYPE J-8 (5-FT DIA.)
INDEX 425-001, 425-010
RIM EL. 114.13
FL 109.11 (RT.)
FL 108.66 (AH. & BK.) (EXIST.)
FROM
EX-18
TO
EX-14 CONST. CONC. JACKET
INDEX 430-001
CONST. 36" PIPE
EXIST. 36" RCP
TO REMAIN
EXIST. 36" RCP
TO REMAIN CONST. 36" PIPE
CONST. CONC. JACKET
INDEX 430-001
CONST. MANHOLE TYPE P-8
INDEX 425-001, 425-010
RIM EL. 115.70
FL 111.70 (BK.)
FL 111.84 (RT.) (EXIST.)
TO
S-10CONST. 18" PIPE
FROM
EX-21
CONST. 15" PIPE
EXIST. 15" RCP
TO REMAIN
CONST. CONC. JACKET
INDEX 430-001
TO
UNKNOWN
CONST. 18" PIPE
CONST. CONC. JACKET
INDEX 430-001
EXIST. 18" RCP
TO REMAIN
1" = 20' Horizontal
DRAINAGE STRUCTURES (03)
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Drainage\DRXSRD01.dwgLazenby, Ryan 10/1/2026 10:49:34 AM
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
27+08.42
0 20 40 60 80 100020406080100
E le v.
6.
L
IN
E
0.020.02 0.02
CITY OF LAKELAND
PARCEL 242832-263000-000201
S-12
STA. 27+08.42 (11.25 LT.)
24" SAN
6" DIP WM 3-1.25" BT
CONST. CURB INLET TYPE J-5 (9' X4' BOTTOM)
INDEX 425-021, 425-010
EOP EL. 115.95
FL 110.00 (AH.)
FL 108.83 (LT.) (EXIST.)
FL 108.80 (RT.) (EXIST.)
TO
EX-29
EXIST. DBL. 36" CMP
TO REMAIN
EXIST. DBL. 36" CMP
TO REMAIN
EXIST. DBL. 36" CMP
TO REMAIN
EXIST. DBL. 36" CMP
TO REMAIN
CONST. CONC. JACKET (X2)
INDEX 430-001
CONST. CONC. JACKET (X2)
INDEX 430-001
CONST. DBL. 30" PIPE
CONST. DBL. 30" PIPE
FROM
S-13
CONST. 18" PIPE
SECTION IS CUT AT A SKEW
1" = 20' Horizontal
DRAINAGE STRUCTURES (04)
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Drainage\DRXSRD01.dwgLazenby, Ryan 10/1/2026 10:49:37 AM
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
27+75.07
0 20 40 60 80 100020406080
E le v.
L
IN
E
0.020.02
CITY OF LAKELAND
PARCEL 242832-263000-000201
S-13
STA. 27+75.07 (11.25 LT.)
S-14
STA. 27+75.07 (11.25 RT.)
24" SAN
6" DIP WM
3-1.25" BT
CONST. CURB INLET TYPE P-6
INDEX 425-021, 425-010
EOP EL. 115.62
FL 110.10 (BK. & RT.)
TO
S-12
FROM
S-17
CONST. CURB INLET TYPE J-6 (3.5'X6.0')
PIPE CENTERED 1.5' FROM NORTHERN
STRUCTURE WALL
INDEX 425-021, 425-010
EOP EL. 115.62
FL 110.20 (AH. & LT.)
CONST. 18" PIPE
CONST. 18" PIPE
0.02
CONST. 18" PIPE
1.5'
1" = 20' Horizontal
DRAINAGE STRUCTURES (05)
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Drainage\DRXSRD01.dwgLazenby, Ryan 10/1/2026 10:49:41 AM
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
31+00.00
0 20 40 60 80 100020406080100
34+50.00
0 20 40 60 80 100020406080100
E le v.
L
IN
E
0.020.02
CITY OF LAKELAND
PARCEL 242832-263000-000201
E le v.
L
IN
E
0.020.02 0.02
CITY OF LAKELAND
PARCEL 242832-263000-000201
S-19
STA. 34+50.00 (12.14 RT.)
S-18
STA. 34+50.00 (10.00 LT.)
S-17
STA. 31+00.00 (11.25 RT.)
24" SAN
24" SAN
6" WM
6" WM
3-1.25" BT
3-1.25" BT
CONST. CURB INLET TYPE J-6 (3.5'X6.0')
PIPE CENTERED 1.5' FROM NORTHERN
STRUCTURE WALL
INDEX 425-021, 425-010
EOP EL. 115.69
FL 110.70 (LT. & BK.)
TO
S-14
CONST. 18" PIPE
CONST. 18" PIPE
S-16
STA. 31+00.00 (11.25 LT.)
CONST. CURB INLET TYPE P-6
INDEX 425-021, 425-010
EOP EL. 115.69
FL 111.40 (RT.)
CONST. GUTTER INLET TYPE V
INDEX 425-041
EOP EL. 115.94
FL 113.30 (AH.)
CONST. CLOSED FLUME INLET (TYPE II)
WITH ENERGY DISSIPATING BRICKS
INDEX 425-061
EOP EL. 115.94
TO
S-20CONST. 18" PIPE
1.5'
1" = 20' Horizontal
DRAINAGE STRUCTURES (06)
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. ROAD FINANCIAL PROJECT ID
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
k:\pwe\cip_projects\008202 - glendale st trail\design - 008202\Roadway\45340415801\Drainage\DRXSRD01.dwgLazenby, Ryan 10/1/2026 10:49:44 AM
1 Add 4" concrete Slab for S-18
P.E. LICENSE NUMBER 57517
CITY OF LAKELAND
DEPARTMENT OF PUBLIC WORKS
228 S. MASSACHUSETTS AVENUE
35+77.91
0 20 40 60 80 100020406080
35+99.46
0 20 40 60 80 100020406080100
S
E le v.
L
IN
E
0.02
CITY OF LAKELAND
PARCEL 242832-263000-000201
S-21
STA. 35+99.50 (5.59 RT.)
CONST. MANHOLE TYPE P-8 (CAST-IN-PLACE)
UTILITY CONFLICT STRUCTURE
WITH WEEP HOLE
INDEX 425-001, 425-010, 425-080
RIM EL. 116.69
FL 112.60 (AH. & BK.)
FL 110.40 (LT. & RT.) (EXIST. 16" SAN)
EXIST. 16" PVC SAN
TO REMAIN
S-20
STA. 35+78.48 (5.53 RT.)
TO
S-21
CONST. 18" PIPE
FROM
S-19CONST. 18" PIPE
SECTION IS CUT AT A SKEW
TO
EX-48
TO
EX-47
FROM
S-19
CONST. MANHOLE TYPE P-8
INDEX 425-001, 425-010, 425-080
RIM EL. 116.69
FL…
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