Plans.pdf
PDF 14 MB Posted
- Solicitation number
- 262905MH
- Issued by
- Sarasota County, Siesta Key CDP, Florida
About this file
Summary
This Plans.pdf file contains detailed roadway design and construction plans for Sarasota County, Florida's milling and resurfacing project covering South McCall Road and multiple other South County roads. The project includes three bid alternatives with varying scope: a base bid for resurfacing South roadways, Alternate 1 for additional South County roads (including portions of Spruce Street, North Street, Hosmer Avenue, and Broadway Avenue), and Alternate 2 for expanded resurfacing across multiple neighborhoods west and south of the base project area. Work encompasses milling and resurfacing of asphalt pavements at depths of 1.5 to 3 inches, installation of thermoplastic pavement markings and raised pavement markers, adjustment of utility structures (manholes and valve boxes), sidewalk and ADA curb ramp improvements, base repairs, and signing and pavement marking installation. The base bid includes approximately 9,340 square yards of optional base material and 4,393.8 tons of Superpave asphalt concrete, while Alternate 1 includes 5,956 square yards of base material and 3,295.8 tons of asphalt, and Alternate 2 includes 1,431 square yards of base material and 5,021.6 tons of asphalt. Standard milling and resurfacing sections vary from 16 to 24 feet in width depending on roadway configuration.
The project is governed by Florida Department of Transportation FY2026-27 Standard Plans and Specifications, with professional engineer Richard Uptegraff, P.E. (License No. 58789) of Patel, Greene and Associates, LLC serving as Engineer of Record. General notes specify contractor responsibilities for maintaining traffic, erosion control, tree protection, utility coordination, and temporary traffic control planning with FDOT certification required. ADA improvements include detectable warning surfaces (colonial red color), sidewalk reconstruction (4-inch and 6-inch concrete), and curb ramp installations with standard specifications compliance. Base repairs total 3,902.7 square yards for the base bid, 5,546 square yards for Alternate 1, and 1,021 square yards for Alternate 2, with contractor field verification required prior to milling. All construction must maintain existing posted speed limits, preserve pedestrian access, coordinate with Breeze Transit for bus stop impacts, comply with historical resource discovery protocols, and implement erosion control and silt fence measures.
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Other files
| File | Type | Posted |
|---|---|---|
| 262905MH_Solicitation_Documents.pdf | ||
| Plans.pdf | ||
| Specifications_Package.pdf | ||
| General_Provisions.pdf | ||
| Other_Contract_Forms.pdf |
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Text version
PLANS
INDEX OF ROADWAY PLANS
F
LO
R
ID
A 'S
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
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
CITY
LAKE
SHEET DESCRIPTIONSHEET NO.
CONTRACT PLANS COMPONENTS
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ROADWAY PLANS
GOVERNING STANDARD SPECIFICATIONS:
GOVERNING STANDARD PLANS:
ENGINEER OF RECORD:
ROADWAY PLANS
P.E. NO. 58789
RICHARD UPTEGRAFF, PE
7020 PROFESSIONAL PKWY E., SUITE 104
SARASOTA, FL 34240
PHONE: (941) 867-3995
PATEL, GREENE AND ASSOCIATES, LLC
COUNTY COMMISSIONERS:
SARASOTA COUNTY GOVERNMENT
LOCATION OF PROJECT
NO.
PROJECT
NO.
SHEET
96003 1
1 KEY SHEET
2 SIGNATURE SHEET
3 SUMMARY OF PAY ITEMS
4 TYPICAL SECTIONS
5 TYPICAL SECTIONS ALT 1
8 LOCATION MAP
9 GENERAL NOTES
10-15 ROADWAY PLAN
16-34 SIGNING & PAVEMENT MARKING PLAN
35 BASE REPAIRS
36 SIDEWALK ADA IMPROVEMENTS
Florida Department of Transportation, FY2026-27 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: http://www.fdot.gov/design/standardplans
Florida Department of Transportation, 2026-27 Standard Specifications for Road and Bridge Construction at the following website:
http://www.fdot.gov/programmanagement/Implemented/SpecBooks
: c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\KEYSRD02.dgn
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OTHER SOUTH COUNTY ROADS
RESURFACING SOUTH MCCALL ROAD AND
WORK PACKAGE 1
GREEN = ALTERNATE 2 RESURFACING
BLUE = ALTERNATE 1 RESURFACING
ORANGE = RESURFACING
ROADWAY LOCATIONS ARE HIGHLIGHTED ABOVE
E. DEARBORN ST.
N
IN
D
IA
N A
A
V E
S
R
IV
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R D
S. TAMIAMI TRL.
37 PROJECT SIGN DETAILS
DISTRICT 5RON CUTSINGER
DISTRICT 4DR. JOE NEUNDER
DISTRICT 3TOM KNIGHT
DISTRICT 2MARK SMITH
DISTRICT 1TERESA MAST
6-7 TYPICAL SECTIONS ALT 2
SIGNATURESHEETS : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\SIGNRD02.dgn
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DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
SARASOTA, FL 34240
7020 PROFESSIONAL PKWY E., SUITE 104
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
CAPITAL PROJECTS
SARASOTA COUNTY
SIGNATURE SHEET
NO.
SHEET
NO.
PROJECT
96003
ON THE DATE ADJACENT TO THE SEAL
ON ANY ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED
PATEL, GREENE AND ASSOCIATES, LLC
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
SHEET NO. SHEET DESCRIPTION
THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
ON THE DATE ADJACENT TO THE SEAL
ON ANY ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED
PATEL, GREENE AND ASSOCIATES, LLC
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
GERALDO J. SANCHEZ, P.E. NO. 74538
STATE OF
No 58789
R E
E
NI
GNE LANOIS
SE
F O
R P
ESNECIL
ADIROL
F
F F
A
RGETP
U .D DRA
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CI
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STATE OF
No 74538
R E
E
NI
GNE LANOIS
SE
F O
R P
ESNECIL
ADIROL
F
Z E
HCNAS .J ODLA
R
E G
7020 PROFESSIONAL PKWY E., SUITE 104
SARASOTA, FL 34240
RICHARD D. UPTEGRAFF, P.E. NO. 58789
ORLANDO, FL 32801
200 E. ROBINSON STREET, SUITE 300
SHEET NO. SHEET DESCRIPTION
SIGNATURE SHEET
SIGNING AND PAVEMENT MARKING PLAN
1 KEY SHEET
2 SIGNATURE SHEET
3 SUMMARY OF PAY ITEMS
TYPICAL SECTIONS ALT 1
8 LOCATION MAP
9 GENERAL NOTES
ROADWAY PLAN10-15
16-34
35 BASE REPAIRS
36 SIDEWALK ADA IMPROVEMENTS
PROJECT SIGN DETAILS37
4 TYPICAL SECTIONS
TYPICAL SECTIONS ALT 26-7
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
SHEET
NO.
PROJECT
96003
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SUMMARY OF PAY ITEMS
NOTES
MICHIGAN AVE.
8. 425-6-1 REQUIRES COORDINATION WITH ENGLEWOOD WATER DISTRICT (EWD) PRIOR TO CONSTRUCTION ON
BASE REPAIR TABLE.
ALTERNATE BIDS. THIS AMOUNT IS DESIGNATED FOR GENERAL BASE REPAIR AT LOCATIONS NOT LISTED IN THE
7. 285-706 INCLUDES AN ADDITIONAL 5437 SY IN THE BASE BID, AND 410 SY IN EACH OF THE
6. 570-1-2 IS INCLUDED FOR AREAS ADJACENT TO SIDEWALK AND CURB RAMP RECONSTRUCTION.
INSTALL UTILIZING FDOT INDEX 706-001.
5. 334-1-12 COST SHALL INCLUDE THE INSTALLATION OF BLUE RPMs IN FRONT OF FIRE HYDRANT LOCATIONS.
4. 285-7AA PAY ITEMS INCLUDE THE REMOVAL OF EXISTING BASE MATERIAL.
3. 527-2 DETECTABLE WARNING MATS SHALL BE COLONIAL RED COLOR.
2. 120-6 IS INTENDED TO REPAIR ANY DROP-OFF AT THE EDGE OF THE ROAD EXCEEDING 3 INCHES.
MAINTAIN THE TRAFFIC THROUGHOUT THE DURATION OF THE PROJECT.
1. 102-1 INCLUDES ALL TEMPORARY STRIPING, TEMPORARY RPMs AND ANY OTHER TEMPORARY DEVICES TO
RESURFACING SOUTH COUNTY ROADS
BASE BID - RESURFACING SOUTH ROADWAYS
Item No. Description Unit Qty
57-5 RESETTING OF PERMANENT CONTROL POINTS (PCP) EA 150
98-1 PROJECT SIGN, FURNISH AND INSTALL EA 2
98-2 PROJECT SIGN, SURTAX, FURNISH AND INSTALL EA 2
101-1 MOBILIZATION LS 1
102-1 MAINTENANCE OF TRAFFIC LS 1
102-99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMP ED 97
110-1-1 CLEARING & GRUBBING AC 0.01
110-4-10 REMOVAL OF EXISTING CONCRETE SY 13
120-6 EMBANKMENT CY 5
285-706 OPTIONAL BASE, BASE GROUP 06 SY 9340
327-70-4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 2989
327-70-6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 47280
334-1-13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 4393.8
425-5 MANHOLE, ADJUST EA 15
425-6 VALVE BOXES, ADJUST EA 15
425-6-1 METER BOXES, ADJUST EA 3
522-1 SIDEWALK CONCRETE AND DRIVEWAYS, 4" THICK SY 4
522-2 SIDEWALK CONCRETE AND DRIVEWAYS, 6" THICK SY 9
527-2 DETECTABLE WARNINGS SF 290
570-1-2 PERFORMANCE TURF, SOD SY 17
706-1-3 RAISED PAVEMENT MARKER, TYPE B EA 346
710-90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1
711-11-123
ROUNDABOUT
THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND
LF 1042
711-11-125
CROSSWALK
THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND
LF 504
711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 4
711-14-125
CROSSWALK
THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR STOP LINE AND
LF 231
711-16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 1.864
711-16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 1.535
711-16-231 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SKIP, 6" GM 0.770
ALTERNATE 1 - SOUTH COUNTY ROADS
ALTERNATE 1 - RESURFACING SOUTH ROADWAYS
Item No. Description Unit Qty
57-5 RESETTING OF PERMANENT CONTROL POINTS (PCP) EA 100
101-1 MOBILIZATION LS 1
102-1 MAINTENANCE OF TRAFFIC LS 1
102-99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMP ED 58
110-1-1 CLEARING & GRUBBING AC 0.01
110-4-10 REMOVAL OF EXISTING CONCRETE SY 3
120-6 EMBANKMENT CY 5
285-706 OPTIONAL BASE, BASE GROUP 06 SY 5956
327-70-6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 39949
334-1-13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 3295.8
425-5 MANHOLE, ADJUST EA 10
425-6 VALVE BOXES, ADJUST EA 15
570-1-2 PERFORMANCE TURF, SOD SY 8
706-1-3 RAISED PAVEMENT MARKER, TYPE B EA 214
710-90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1
711-11-125
CROSSWALK
THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND
LF 359
711-11-241
EXT., 6"
THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/6-10 GAP
GM 0.012
711-16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 1.372
ALTERNATE 2 - SOUTH COUNTY ROADS
ALTERNATE 2 - RESURFACING SOUTH ROADWAYS
Item No. Description Unit Qty
57-5 RESETTING OF PERMANENT CONTROL POINTS (PCP) EA 100
101-1 MOBILIZATION LS 1
102-1 MAINTENANCE OF TRAFFIC LS 1
102-99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMP ED 55
285-706 OPTIONAL BASE, BASE GROUP 06 SY 1431
327-70-6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 60706
334-1-13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 5021.6
425-5 MANHOLE, ADJUST EA 8
425-6 VALVE BOXES, ADJUST EA 3
527-2 DETECTABLE WARNINGS SF 50
706-1-3 RAISED PAVEMENT MARKER, TYPE B EA 220
710-90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1
711-11-123
ROUNDABOUT
THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND
LF 249
711-11-125
CROSSWALK
THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND
LF 300
711-14-125
CROSSWALK
THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR STOP LINE AND
LF 140
711-16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 1.528
10' 10'
20'
MILLING AND RESURFACING
R/W (VARIES)
TYPICAL SECTION NO. 1
MATCH EXIST. MATCH EXIST.
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
Natural Ground
Natural Ground
9' 9'
18'
MILLING AND RESURFACING
R/W (VARIES)
TYPICAL SECTION NO. 2
MATCH EXIST. MATCH EXIST.
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
Natural GroundNatural Ground
10' 10'
20'
MILLING AND RESURFACING
R/W (VARIES)
TYPICAL SECTION NO. 3
MATCH EXIST. MATCH EXIST.
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
Natural Ground
Natural Ground
To Remain
Exist. Conc. Sidewalk
*MILLING
*RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (3")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3")
DATE DESCRIPTION
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
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ID ROAD NAME
TYPICAL SECTION NO. 1
ID ROAD NAME
TYPICAL SECTION NO. 2
3045 SYLVANIA AVE
3073 BAY ST
3516 1ST AVE
W HORTON AVE3076
ID ROAD NAME
TYPICAL SECTION NO. 3
3193 S MCCALL RD
RESURFACING ROADS
RESURFACING ROADS
E FRAY ST3041
COURT ST3042
3043 E LANGSNER ST
3046 EUCLID AVE
3048 FRENCH AVE
SELMA AVE*
MICHIGAN AVE3075
E COWLES ST3040
3047 WARREN AVE
5942 E GREEN ST
RESURFACING ROADS
9' 9'
18'
MILLING AND RESURFACING
R/W (VARIES)
TYPICAL SECTION NO. 1
MATCH EXIST. MATCH EXIST.
Natural Ground Natural Ground
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
10.5' 10.5'
21'
MILLING AND RESURFACING
R/W (VARIES)
TYPICAL SECTION NO. 2
MATCH EXIST. MATCH EXIST.
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
Natural Ground
Natural Ground
DATE DESCRIPTION
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
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ID ROAD NAME
TYPICAL SECTION NO. 1
ALTERNATE 1 RESURFACING ROADS
ID ROAD NAME
TYPICAL SECTION NO. 2
3113 S BROADWAY
ALTERNATE 1 RESURFACING ROADS
ORCHARD LN3069
HOSMER AVE3070
3067 NORTH ST
3077 E HORTON AVE
3114 LIBERTY ST
3115 MICHIGAN AVE
HARVEY ST3068
3112 SPRUCE ST
10' 10'
20'
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R/W (VARIES)
TYPICAL SECTION NO. 2
MATCH EXIST. MATCH EXIST.
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
Natural Ground
Natural Ground
11' 11'
22'
MILLING AND RESURFACING
R/W (VARIES)
TYPICAL SECTION NO. 3
MATCH EXIST. MATCH EXIST.
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
Natural Ground Natural Ground
9' 9'
18'
MILLING AND RESURFACING
R/W (VARIES)
TYPICAL SECTION NO. 1
MATCH EXIST. MATCH EXIST.
Natural Ground
Natural Ground
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
9.5' 9.5'
19'
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R/W (VARIES)
TYPICAL SECTION NO. 4
MATCH EXIST. MATCH EXIST.
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
Natural GroundNatural Ground
DATE DESCRIPTION
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
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ID ROAD NAME
TYPICAL SECTION NO. 2
E WENTWORTH ST3118
3103 WINSON AVE
WEST OF 154 W LANGSNER ST
ID ROAD NAME
TYPICAL SECTION NO. 3
ALT 2 RESURFACING ROADS
SUNSET DR3083
3084 LOMA LINDA
ID ROAD NAME
TYPICAL SECTION NO. 1
ALT 2 RESURFACING ROADS
ID ROAD NAME
TYPICAL SECTION NO. 4
ALT 2 RESURFACING ROADS
W LANGSNER ST
W FRAY ST
218 MORNINGSIDE DR
3085 ALTA VISTA AVE
3086 CHURCH AVE
3088 VIRGINIA CT
3139 S MAPLE ST
3091 WASHINGTON AVE
3090 PALM GROVE AVE
N OXFORD DR23
3119 E WENTWORTH ST
ALT 2 RESURFACING ROADS
W GREEN ST3100
12' 12'
24'
MILLING AND RESURFACING
R/W (VARIES)
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MATCH EXIST. MATCH EXIST.
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
Natural Ground
Natural Ground
8' 8'
16'
MILLING AND RESURFACING
R/W (VARIES)
TYPICAL SECTION NO. 5
MATCH EXIST. MATCH EXIST.
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
Natural Ground
Natural Ground
10.5' 10.5'
21'
MILLING AND RESURFACING
R/W (VARIES)
TYPICAL SECTION NO. 6
MATCH EXIST. MATCH EXIST.
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
Natural Ground
Natural Ground
11.5' 11.5'
23'
MILLING AND RESURFACING
R/W (VARIES)
TYPICAL SECTION NO. 7
MATCH EXIST. MATCH EXIST.
MILLING
RESURFACING
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 ½")
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")
Natural Ground
Natural Ground
DATE DESCRIPTION
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
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ALT 2 (2)
TYPICAL SECTIONS
3092 W COWLES ST
5226 S BROADWAY RD
ID ROAD NAME
TYPICAL SECTION NO. 8
ALT 2 RESURFACING ROADS
MEDICAL DR
EAST OF 154 W LANGSNER ST
ID ROAD NAME
TYPICAL SECTION NO. 5
ALT 2 RESURFACING ROADS
W LANGSNER ST
ID ROAD NAME
TYPICAL SECTION NO. 6
ALT 2 RESURFACING ROADS
ID ROAD NAME
TYPICAL SECTION NO. 7
ALT 2 RESURFACING ROADS
DOCTORS DR
N
MICHIGAN AVE
E DEARBORN ST
S
M C
C A
L
R D
NORTH ST
SELMA AVE
S P
R U
C E
S
T
L I B
E R
T Y
S
T
M I C
H I G
A N
V
E
P I N
E
S
T
RESURFACING
LEGEND
S
I N
D I A
E
ALTERNATE 1 RESURFACING
E GREEN ST
E LANGSNER ST
WARREN AVE
FRENCH AVE
COURT ST
EUCLID AVE
E FRAY ST
SYLVANIA AVE
E COWLES
S BROADWAY
HOSMER AVE
HARVEY ST
ORCHARD LN
E RIVERVIEW AVE
E HORTON AVE
W HORTON AVE
BAY ST
1ST AVE
W DEARBORN ST
ALTERNATE 2 RESURFACING
O X
F O
E WENTWORTH ST
MEDICAL DR
MORNINGSIDE DR
SUNSET DR
LOMA LINDA
ALTA VISTA AVE
CHURCH AVE
VIRGINIA CT
S MAPLE ST
WASHINGTON AVE
W FRAY ST
W LANGSNER ST
W I N
S
E
W COWLES ST
PALM GROVE AVE
W FRAY ST
B
O A
D W
A Y
S
T
W FRAY ST
X
F O
ABERCROMBIE AVE
MEDICAL BLVD
W GREEN ST
DOCTORS DR
DATE DESCRIPTION
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
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LOCATION MAP-1 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\PLAYRD02.dgn
8:24:47 AM7/9/2026USER: brooke.francis
LOCATION MAP
X ROADWAY PLAN SHEET NUMBER
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
T H
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GENERAL NOTES TREE PROTECTION GENERAL NOTES
TEMPORARY TRAFFIC CONTROL NOTES
EXCEED MORE THAN CAN BE COMPLETED WITHIN THE SAME WORK PERIOD.
OWNER FOR REASONABLE CLOSURE TIME. LIMIT DRIVEWAY CLOSURE WORK NOT TO
IN CASES OF DRIVEWAY CLOSURE, AN AGREEMENT SHALL BE MADE WITH PROPERTY
MAINTAIN ACCESS TO DRIVEWAYS UNLESS WORK IS DIRECTLY AFFECTING DRIVEWAY.8.
INDEX 102-600.
ADJACENT TRAVEL LANES IS BETWEEN 1.5" AND 3" PER FDOT STANDARD PLAN
PROVIDE TRAVEL LANE TREATMENT WHEN THE ELEVATION DIFFERENCE BETWEEN
RESTORE SAFE ROADSIDE CONDITIONS AT THE END OF EACH WORK PERIOD AND7.
DROPOFF OR LESS OUTSIDE OF WORK PERIODS PER FDOT STANDARD PLANS 102-600.
WITH STANDARD PLANS INDEX 102-600. THE CONTRACTOR IS TO MAINTAIN A 3"
MITIGATE DROPOFFS AT THE END OF EACH WORK PERIOD IN ACCORDANCE 6.
ANALYSIS. FIND THE ROAD AND LANE CLOSURE REQUEST FORM HERE:
UNLESS SUPPORTED BY BOTH A DOCUMENTED HARDSHIP AND A LANE CLOSURE
9:00 PM TO 5:00 AM. NO LANE CLOSURES WILL BE CONSIDERED DURING DAYTIME
REQUESTED DATE. LANE CLOSURE AT NIGHT WILL BE ALLOWED BETWEEN
ENGINEERING FOR REVIEW AND APPROVAL AT LEAST 21 DAYS PRIOR TO THE
CLOSURE REQUEST PERMIT AND A SIGNED AND SEALED TTCP TO TRAFFIC
FOR ALL LANE CLOSURE RESTRICTIONS, SUBMIT A ROAD AND LANE 5.
(941-861-9513) A MINIMUM OF ONE WEEK PRIOR TO DISRUPTION OF BUS STOPS.
COORDINATE ANY IMPACTS TO TRANSIT BUS STOPS WITH BREEZE TRANSIT4.
TIMES.
MAINTAIN PEDESTRIAN ACCESS ON AT LEAST ONE SIDE OF ROADWAY AT ALL3.
PHASES OF CONSTRUCTION.
THE EXISTING POSTED SPEED LIMITS SHALL BE MAINTAINED DURING ALL2.
PLANS, BUT NOT LIMITED TO THE TABLE BELOW:
TRAFFIC CONTROL CERTIFICATION IN ACCORDANCE WITH THE FDOT STANDARD
CONTROL PLAN BY AN ENGINEER WHO HAS A FDOT ADVANCED TEMPORARY
THE CONTRACTOR SHALL SUBMIT A SIGNED AND SEALED TEMPORARY TRAFFIC 1.
AND ROLLERS, AND TRACKING OF ASPHALT AND TACK.
TAKE MEASURES TO PROTECT BRIDGE DECKS AND CONCRETE PAVER SURFACES FROM MILLER12.
CONTRACTOR IS RESPONSIBLE FOR PULLING A PERMIT FOR ANY SIGNS POSTED IN FDOT ROW.11.
VANDALIZE, OR DAMAGE A HUMAN BURIAL.
DAYS. ACCORDING TO CHAPTER 872, FLORIDA STATUTES, IT IS UNLAWFUL TO DISTURB,
OFFICE AND NOTIFY THE DIRECTOR OF HISTORICAL RESOURCES WITHIN TWO WORKING
CEASE, AND THE PERMITTEE MUST IMMEDIATELY NOTIFY THE NEAREST LAW ENFORCEMENT
AT DEVELOPMENT SITES DURING DEVELOPMENT ACTIVITY, ALL WORK IN THE AREA MUST
IF ANY HUMAN SKELETAL REMAINS OR ASSOCIATED BURIALS ARTIFACTS ARE DISCOVERED
SO AS TO MINIMIZE DELAYS TO DEVELOPMENT ACTIVITIES.
THREE WORKING DAYS OF NOTIFICATION AND TO MITIGATE ANY ADVERSE EFFECTS
MOUNDS. THE DIRECTOR SHALL ASSESS THE SIGNIFICANCE OF THE FINDS WITHIN
TOOLS, HISTORIC BUILDING FOUNDATIONS, SHELL MOUNDS, SHELL MIDDENS, OR SAND
TOOLS, ABORIGINAL OR HISTORIC POTTERY, HISTORIC GLASS, HISTORIC BOTTLES, BONE
EXAMPLES OF SUCH EVIDENCE INCLUDE WHOLE OR FRAGMENTARY STONE TOOLS, SHELL
SHALL NOTIFY THE DIRECTOR OF HISTORICAL RESOURCES WITHIN TWO WORKING DAYS.
DETERMINED BY DIRECTOR. THE DEVELOPER, OWNER, CONTRACTOR, OR AGENT THEREOF
FINAL APPROVAL, ALL WORK SHALL CEASE IN THE AREA OF THE EFFECT AS
OBSERVED AT DEVELOPMENT SITES OR DURING DEVELOPMENT ACTIVITIES AFTER
IF EVIDENCE OF THE EXISTENCE OF HISTORICAL RESOURCES IS DISCOVERED OR
SARASOTA COUNTY COMPREHENSIVE PLAN:
HISTORICAL PRESERVATION CHAPTER OF APOXSEE: THE REVISED AND UPDATED
ACCORDANCE WITH ARTICLE III, CHAPTER 66 (SUBSECTION 66-81) AND WITH THE
BUILDING CONSTRUCTION OR ADULTERATION, OR LAND ALTERATION ACTIVITIES IN
FORTUITOUS FINDS STATEMENT: THE FOLLOWING REQUIREMENTS APPLY TO ALL THE 10.
ENGINEERING AND OPERATIONS DEPARTMENT DIVISION AT (941) 861-0924.
PLEASE COORDINATE THE RETURN OF THE SIGNS WITH THE SARASOTA COUNTY TRAFFIC
IF ANY SIGNS, WHICH ARE THE PROPERTY OF SARASOTA COUNTY, ARE TO BE REMOVED 9.
BEEN REVIEWED BY THE COUNTY AND APPROVED BY ENGINEER.
UPON PRIVATE PROPERTIES REQUIRES AUTHORIZATION FROM THE COUNTY WHICH HAS
CONSTRUCTION EASEMENTS. TEMPORARY STOCKPILING OF ANY TYPE A, B, C, OR D FILLS
WITHIN SARASOTA COUNTY RIGHT-OF-WAY, COUNTY-OWNED LANDS, OR WITHIN DESIGNATED
DURING THE PROJECT, ALL CLEARING AND STOCKPILING OF MATERIAL SHALL BE CONTAINED8.
DEVELOPMENT CONSTRUCTION PLAN APPROVAL TO RECEIVE CLEAN FILL.
OR A SITE AUTHORIZED UNDER A BUILDING PERMIT, EARTH MOVING PERMIT, OR SITE AND
PROJECT SHALL BE DISPOSED OF AT A PERMITTED LANDFILL, COUNTY OWNED PROPERTY,
DEBRIS), OR TYPE D (REFUSE, PLASTIC, WOOD, METAL, ETC.) MATERIAL GENERATED BY THE
ALL TYPE B (CONCRETE, BROKEN ASPHALT, ROCKS), TYPE C (VEGETATIVE LAND CLEARING7.
BE ACCOMPLISHED WITHIN ONE WEEK (OR SOONER).
ON PLANS. ALL ITEMS DISTURBED BY CONSTRUCTION SHALL BE REPLACED, SODDING TO
ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE SODDED UNLESS NOTED OTHERWISE6.
1-800-432-4770, 48 HOURS BEFORE YOU DIG.
MIGHT BE OCCASIONED BY THE FAILURE TO EXACTLY LOCATE AND PRESERVE, CALL
PRIOR TO COMMENCING WORK. BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
UTILITIES: THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHALL BE DETERMINED5.
ALL CLEARING, GRUBBING AND CONSTRUCTION DEBRIS ARE TO BE REMOVED FROM SITE.4.
THE RESPONSIBILITY OF THE CONTRACTOR.
UNTIL ACCEPTANCE, ALL EROSION, SILTATION AND MAINTENANCE OF GRADES SHALL BE
MAINTAIN SLOPES AND SOD UNTIL COMPLETION AND ACCEPTANCE OF TOTAL PROJECT. 3.
PROVIDED IN ACCORDANCE WITH FDOT STANDARDS AND THESE PLANS.
FILTER FABRIC, OR OTHER STANDARD EROSION CONTROL DEVICES SHALL BE
WATERS, STORM DRAINS AND/0R ADJACENT PROPERTIES. SILT FENCE, AND/OR
CONTROL EROSION AND PREVENT THE TRANSPORTATION OF SEDIMENT TO SURFACE
EROSION CONTROL: TAKE ALL NECESSARY PRECAUTIONS DURING CONSTRUCTION TO 2.
LOCATIONS. THESE ARE THE STANDARD LIMITS, UNLESS OTHERWISE SHOWN IN PLANS.
PAVEMENT. ADJUST MILLING AND RESURFACING TO INCLUDE VARYING WIDTH AT DRIVEWAY
END OF THE RADIUS RETURN AND OTHERS ARE SHOWN AT THE EDGE OF MAINLINE
PLAN SHEETS. SOME SIDE STREETS REQUIRE MILLING AROUND THE CORNER TO THE
APPROVAL BY THE ENGINEER. THE LIMITS OF MILLING ARE DEPICTED IN THE ROADWAY
THERE SHALL BE NO CHANGE IN OR DEVIATION FROM THESE PLANS WITHOUT PRIOR1.
AND RED MAPLES THAT ARE 5' OR MORE IN DIAMETER.
WHEN CONSTRUCTION IS ANTICIPATED AROUND SLASH PINES, RED CEDAR, OAKS,
NOTIFY THE FORESTRY OFFICE AT (941) 861-0827, 24 HOURS IN ADVANCE OF 11.
INDEX 110-100 TREE PRESERVATION.
TREES THAT REQUIRE BARRICADES ARE TO FOLLOW FDOT DESIGN STANDARDS10.
AS DETERMINED BY THE ENGINEER.
PROVIDE CLEAN, NATURAL SOILS WITHIN THE AFFECTED AREA OF THE DRIPLINE, 9.
OTHERWISE INDICATED ON PLANS.
EXISTING GRADE AROUND ALL TREE ROOTS SHALL BE MAINTAINED UNLESS 8.
NO MATERIALS SHALL BE BURNED ON SITE. 7.
LIMB'S JUNCTION WITH THE TRUNK OR NEXT LARGER LIMB.
BROKEN BY EQUIPMENT, REMOVE THE JAGGED EDGE BY SAWING AT THE BROKEN
UNDER THE SUPERVISION OF A COUNTY FORESTER. IF LIMBS ARE ACCIDENTALLY
ANY PRUNING DONE TO THE TREE SHALL BE DONE BY A CERTIFIED TREE SERVICE6.
NEEDED.
OR CONSTRUCTION MATERIALS. INSTALL BARRICADES OR WRAP TREE TRUNKS AS
AVOID SCRAPING LOWER LIMBS OR GOUGING BARK OF TREES BY HEAVY EQUIPMENT5.
OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIPLINE.
BY DRIVING OR PARKING INSIDE THE DRIPLINE, OR THE SPILLING OF OIL, GASOLINE,
OF EQUIPMENT, STOCKPILING OF MATERIALS, ETC. THIS SHALL INCLUDE COMPACTION
DAMAGE TO ANY EXISTING TREES AND SHRUBS CAUSED BY CARELESS OPERATION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR 4.
SPECIFICATIONS ARE NOT MET.
PROHIBITED. TREE PROTECTION BARRICADES MAY BE REQUIRED IF THESE
EQUIPMENT OR STOCKPILING OF MATERIALS WITHIN A TREED MEDIAN IS
THE DRIPLINE OF TREES IS PROHIBITED. PARKING OF VEHICLES AND
PARKING OF VEHICLES AND EQUIPMENT OR STOCKPILING OF MATERIALS WITHIN 3.
ENFORCE THESE REQUIREMENTS.
OR VEHICLES SHALL BE PARKED OR STORED WITHIN THE TREES DRIP LINE.
USE CAUTION NOT TO DAMAGE THE ROOT SYSTEM. NO EQUIPMENT, SUPPLIES
WHERE EXCAVATION IS IN CLOSE PROXIMITY OF TREES TO BE SAVED, 2.
FROM THE COUNTY.
PERIOD, RETURN TREE TO ORIGINAL CONDITION WITH NO COMPENSATION
BY CONSTRUCTION ACTIVITY OR OTHER MEANS WITHIN THE CONSTRUCTION
HEALTHY AND TO BE PART OF THE LANDSCAPE. IF ANY TREES ARE DAMAGED
TREES ARE TO BE PROTECTED. IT IS ASSUMED THAT THESE TREES ARE
TREES: ALL TREES ARE DESIGNATED TO BE SAVED OR TO REMAIN, THESE1.
GENERALNOTES : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\GNNTRD02.dgn
8:24:58 AM7/9/2026USER: brooke.francis
GENERAL NOTES
ROADWAY NOTES
SLOPE OF 1 PERCENT.
ADJUST THE MILLING AND RESURFACING TO ACHIEVE A MINIMUM CROSS
EXISTING CROSS SLOPE IS LESS THAN 1 PERCENT, THE CONTRACTOR SHALL
THE CONTRACTOR SHALL MATCH ALL EXISTING CROSS SLOPES. IF THE 3.
COMPLETED PRIOR TO RESURFACING.
ALL MANHOLE, VALVE, INLET, AND OTHER RIM ADJUSTMENTS SHALL BE 2.
A TARGET OF 93% DENSITY FOR COMPACTION SHALL BE REQUIRED.1.
102-600 GENERAL
102-602
102-603
102-604
102-613
102-615
Two-Lane, Two-Way, Work Within the Travel Way
Two-Lane, Two-Way, Intersection Work
Multilane Roadway, Lane Closures
Multilane Roadway, Intersection Work
USE
TTCP INDEX
ANTICIPATED
102-660 Sidewalk Closure
Two-Lane and Multilane, Work on Shoulder
Bicycle Facility Closures102-661
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
T H
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F F
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H I S
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F I L
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N
Feet
0 50
F R
E N
C H
A V
E
W A
R R
E N
A V
E
E U
C L
ID
A
V E
S Y
L V
A N
IA
A
V E
M
IC
H
IG
A N
A V
E
E GREEN ST
E LANGSNER ST
E FRAY ST
E COWLES ST
E DEARBORN ST
PALM CREEK DR
S T
R A
T F
O R
D R
D
S A
N D
Y S
I S
L A
N D
C
IR
B E
V E
R L
Y C
IR
H A
R W
IC
H
C
IR
L E
E C
IR
P
IN
E
H
O L L
O W
D
R
PIN
E
H O
LL
O W
C
IR
LEGEND
COURT ST
STREETS [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\PLANRD03.dgn
8:26:10 AM7/9/2026USER: brooke.francis
STREETS - RESURFACING
ROADWAY PLAN (1)
MILLING & RESURFACING
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
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F I L
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Feet
0 75
HARVEY ST
MICHIGAN AVE
LIBERTY ST
S BROADWAY
SPRUCE ST
ORCHARD LN
E R
IV
E
R V
IE
W
A V
E W
R
IV
E R
V
IE
W A
V E
E H
O R
T O
N A
V E
N O
R T
H S
T
H O
S M
E R
A V
E
S E
L M
A A
V E
S M
CCALL
RD
N E
W J
E R
S E
Y A
V E
W
H
R T
E
LI
N
D A
S INDIANA AVE
LEGEND
STREETS [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\PLANRD04.dgn
8:26:28 AM7/9/2026USER: brooke.francis
STREETS - RESURFACING
ROADWAY PLAN (2)
R O
A D
W A
Y P
L A
N
M A
T C
H L
IN
ALTERNATE 1 STREETS
Feet
0 50
NORTH DR KLUGE DR
LEGEND
DATE DESCRIPTION
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
T H
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F F
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H I S
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S MCCALL RD [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\PLANRD03.dgn
8:26:45 AM7/9/2026USER: brooke.francis
STREETS - RESURFACING
ROADWAY PLAN (3)
M A
T C
H L
IN
E
R O
A D
W A
Y P
L A
N
M A
T C
H L
IN
E
R O
A D
W A
Y P
L A
N
S M
C C
A
LL
R
D
C H
U R
C H
A V
E
V
IR
G
IN
IA
C
T
L O
M A L
IN
D A
S U
N S E T D
R
B A
Y
S
T
T Y L E R A
V E
S O
U T H D
R
ENGLEWOOD
ART CENTER
MILLING & RESURFACING
ALTERNATE 2 STREETS
MILLING & RESURFACING
S
T
A
V E
N
D
A
V E
B A
H
IA
V
IS
T A D
ALTA VISTA AVE
Feet
0 75
PALM GROVE AVE
S
N
E W
Y
O R
K
A
V
C A
L L
R
D
W
IN
S O
N
A
V E
W FRAY ST
W FRAY ST
W COWLES ST
N G
O
S
T
W GREEN ST
W DEARBORN ST
W LANGSNER ST
M A
G N
O L
IA
A
V
P L E
S
T
W A
S H
IN
G T
O N
A
V
P L E
S
T
S
O
R A
N G
E
A
V E
O R
A N
G E
S
T
S
IN
D
IA
N A
A
V E
QUAILS RUN BLVD
S
B
R O
A D
W A
Y
S
T
Q U
A
IL
S
R
U N
B
L V
D
LEGEND
W FRAY ST
DATE DESCRIPTION
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
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E C
O R
D O
F T
H I S
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300 SCALE [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\PLANRD08.dgn
8:27:05 AM7/9/2026USER: brooke.francis
STREETS - RESURFACING
ROADWAY PLAN (4)
MATCHLINE ROADWAY PLAN (3)
MILLING & RESURFACING
ALTERNATE 2 STREETS
Feet
0 50
LEGEND
N
IN
D
IA
N A
A
V E
T H
R A
L L
S
T
W WENTWORTH ST
E WENTWORTH ST
E WENTWORTH ST
ENGLEWOOD GARDEN CT
S T
R A
T F
O R
D
R
D
STRATFORD RD
E WENTWORTH CIR
LAKEVIEW LN
LAKEVIEW LN
N
B
R O
A D
W
Y
Feet
0 50
LEGEND
E
D
E A
R B
O R
N
S
T
N OXFORD DR
S W
A M
P
C
A B
B A
G E
P
T
DATE DESCRIPTION
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
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F I L
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200 SCALE [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\PLANRD07.dgn
8:27:22 AM7/9/2026USER: brooke.francis
STREETS - RESURFACING
ROADWAY PLAN (5)
MILLING & RESURFACING
ALTERNATE 2 STREETS
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
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T R
O N
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F I L
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A L
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D A
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S E
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D E
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E
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.0
F
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N
Feet
0 75
LEGEND
MEDICAL DR
DOCTORS DR
MORNINGSIDE DRP
IN
E
S
T
ABERCROMBIE AVE
N
IA
G A R
A C
T
O N
T A
R
IO
C
MEDICAL BLVD
300 SCALE-1 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\PLANRD08.dgn
8:27:42 AM7/9/2026USER: brooke.francis
STREETS - RESURFACING
ROADWAY PLAN (6)
ORLANDO, FL 32801
200 E. ROBINSON STREET, SUITE 300
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
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U N
D E
R R
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G
.0
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STREETS [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP02.dgn
8:29:38 AM7/9/2026USER: brooke.francis
MARKING PLAN (1)
SIGNING & PAVEMENT
MATCHLINE S&PM PLAN (2)
N
Feet
100200
MICHIGAN AVE
E F
R A
Y S
T
E
L
A N
G S
N E
R
S
T
E
G
R E
E N
S
T
E
C
O W
L E
S
S
T
SYLVANIA AVE
E
D
E A
R B
O R
N
S
T
24" WHITE
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
12" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
12" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
7'
7'
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
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U N
D E
R R
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E
G
.0
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STREETS-1 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP02.dgn
8:29:44 AM7/9/2026USER: brooke.francis
MARKING PLAN (2)
SIGNING & PAVEMENT
MATCHLINE S&PM PLAN (1)
N
Feet
100200
WARREN AVE
EUCLID AVE
E
C
O W
L E
S
S
T
E F
R A
Y S
T
E
L
A N
G S
N E
R
S
T
E
G
R E
E N
S
T
E
D
E A
R B
O R
N
S
T
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
12" WHITE
12" WHITE
C O
U R
T
S
T
7'
7'
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
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STREETS-2 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP02.dgn
8:29:48 AM7/9/2026USER: brooke.francis
MARKING PLAN (3)
SIGNING & PAVEMENT
MATCHLINE S&PM PLAN (4)
N
S P
R U
C E
S T
SELMA AVE
S I
N D
IA
N
A A
V E
S B
R O
A D
W A
Y
L
IB
E R
T Y
S T
M
IC
H
IG
A N
A V
E
HOSMER AVE
24" WHITE
24" WHITE 24" WHITE 24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
82' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Feet
100200
Y/Y RPMS @ 40'
340' OF 6" YELLOW 10'-30' SKIP
Y/Y RPMS @ 40'
460' OF 6" YELLOW 10'-30' SKIP
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
93' OF 6" DOUBLE YELLOW
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
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U N
D E
R R
U L
E
G
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STREETS-3 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP02.dgn
8:29:55 AM7/9/2026USER: brooke.francis
MARKING PLAN (4)
SIGNING & PAVEMENT
MATCHLINE S&PM PLAN (5)
MATCHLINE S&PM PLAN (3)
M A
T C
H L
IN
E
S
P M
P L
A N
N
S P
R U
C E
S T
S I
N D
IA
N
A A
V E
S B
R O
A D
W A
Y
L
IB
E R
T Y
S T
M
IC
H
IG
A N
A V
E
NORTH ST
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
Feet
100200
Y/Y RPMS @ 40'
81' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
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STREETS-4 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP02.dgn
8:30:01 AM7/9/2026USER: brooke.francis
MARKING PLAN (5)
SIGNING & PAVEMENT
MATCHLINE S&PM PLAN (6)
MATCHLINE S&PM PLAN (4)
M A
T C
H L
IN
E
S
P M
P L
A N
N
S P
R U
C E
S T
S
IN
D
IA
N A
A
V E
S
B
R O
A D
W A
Y
L
IB
E R
T Y
S T
M
IC
H
IG
A N
A V
E
E HORTON AVE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
24" WHITE
Feet
100200
Y/Y RPMS @ 40'
48' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
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STREETS-5 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP02.dgn
8:30:06 AM7/9/2026USER: brooke.francis
MARKING PLAN (6)
SIGNING & PAVEMENT
MATCHLINE S&PM PLAN (5)
M A
T C
H L
MATCHLINE S&PM PLAN (5)
A
T C
H L
IN
E
N
E RIVERVIEW AVE
L
IB
E R
T Y
S T
M
IC
H
IG
A N
A V
E
24" WHITE
Feet
100200
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
N
S P
R U
C E
S T
S
IN
D
IA
N A A
V E
S
B
R O
A D
W A
Y
W RIVERVIEW AVE
E RIVERVIEW AVE
24" WHITE
Feet
100200
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
6" YELLOW 2'-4' SKIP
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
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STREETS-6 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP02.dgn
8:30:14 AM7/9/2026USER: brooke.francis
MARKING PLAN (7)
SIGNING & PAVEMENT
MATCHLINE S&PM PLAN (4)MATCHLINE S&PM PLAN (5)
N
HARVEY ST
ORCHARD LN
E
H
O R
T O
N
A
V E
N O
R T
H S
T
Feet
100200
24" WHITE
24" WHITE
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
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MCCALL RD [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP02.dgn
8:30:19 AM7/9/2026USER: brooke.francis
MARKING PLAN (8)
SIGNING & PAVEMENT
M A
T C
H L
IN
E
S
P M
P L
A N
N
Feet
100200
24" WHITE
Y/Y RPMS @ 40'
41' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
285' OF 6" DOUBLE YELLOW
6" WHITE
6" WHITE
6" WHITE
6" WHITE
Y/Y RPMS @ 40'
958' OF 6" YELLOW 10'-30' SKIP
N E
W J
E R
S E
Y A
V E
W H
O R
T O
N A
V E
S M
CCALL
RD
S INDIANA AVE
24" WHITE
12" WHITE
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
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MCCALL RD -1 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP02.dgn
8:30:23 AM7/9/2026USER: brooke.francis
MARKING PLAN (9)
SIGNING & PAVEMENT
M A
T C
H L
IN
E
S
P M
P L
A N
MATCHLINE S&PM PLAN (10)
N
Feet
100200
24" WHITE
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
74' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
80' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
73' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
232' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
247' OF 6" DOUBLE YELLOW
6" WHITE
6" WHITE
6" WHITE
6" WHITE
Y/Y RPMS @ 40'
85' OF 6" YELLOW 10'-30' SKIP
Y/Y RPMS @ 40'
162' OF 6" YELLOW 10'-30' SKIP
6" WHITE
6" WHITE
B A
Y
S
T
S
T
A
V E
N
D
A
V E
ALTA VISTA AVE
LO
M
A L
IN
D A
S M
C C
A
LL
R
D
S INDIANA AVE
S U
N S E T D
R
24" WHITE
24" WHITE
12" WHITE
12" WHITE
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
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MCCALL RD -2 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP02.dgn
8:30:27 AM7/9/2026USER: brooke.francis
MARKING PLAN (10)
SIGNING & PAVEMENT
M A
T C
H L
MATCHLINE S&PM PLAN (9)
A
T C
H L
T C
H L
T
C H
L
Feet
100200
F
A Y
S
W L
ST
P A
G
O
E
S MCCALL RD
Y/Y RPMS @ 40'
43' OF 6" YELLOW 10'-30' SKIP
6" WHITE
6" WHITE
6" WHITE
6" WHITE
6" WHITE
6" WHITE 6" WHITE
6" WHITE
Y/Y RPMS @ 40'
586' OF 6" YELLOW 10'-30' SKIP
Y/Y RPMS @ 40'
285' OF 6" YELLOW 10'-30' SKIP Y/Y RPMS @ 40'
280' OF 6" YELLOW 10'-30' SKIP
24" PREFORMED WHITE TYP.
24" WHITE
24" WHITE
12" WHITE
24" WHITE
24" WHITE
12" WHITE 7
' 24" WHITE
12" WHITE
24" WHITE
12" WHITE
24" WHITE
Y/Y RPMS @ 40'
5' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
10' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
3' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
13' OF 6" DOUBLE YELLOW
N
Feet
100200
W G
R E
ST
D
E A
R B
O R
N S
T
A L
L E
Y
C O
C O
A N
U
E
C O
C O
A N
U T
A V
E
S MCCALL RD
6" WHITE
6" WHITE
Y/Y RPMS @ 40'
271' OF 6" YELLOW 10'-30' SKIP
12" WHITE
12" WHITE
24" PREFORMED WHITE TYP.
Y/Y RPMS @ 40'
83' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
151' OF 6" YELLOW 10'-30' SKIP
24" WHITE
24" WHITE
Y/Y RPMS @ 40'
8' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
2' OF 6" DOUBLE YELLOW
7'
24" WHITE
24" WHITE
12" WHITE
Y/Y RPMS @ 40'
6' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
4' OF 6" DOUBLE YELLOW
W LANGSNER ST
N
Feet
100200
Y/Y RPMS @ 40'
209' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
241' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
332' OF 6" DOUBLE YELLOW
6" WHITE
6" WHITE
6" WHITE
6" WHITE
6" WHITE
6" WHITE
6" WHITE
Y/Y RPMS @ 40'
270' OF 6" YELLOW 10'-30' SKIP
Y/Y RPMS @ 40'
218' OF 6" YELLOW 10'-30' SKIP
SUNSET DR
S M
C C
A L L R
D
S O
U T H D
R
T Y L E R A
V E
C H
U R
C H
A V
E
V
IR
G
IN
IA
C
T
NORTH DR KLUGE DR
12" WHITE
24" WHITE
7'
24" WHITE
12" WHITE
12" WHITE
12" WHITE
24" WHITE
12" WHITE
DIRECTIONAL ARROW TYP.
24" WHITE
6" WHITE
6" WHITE
Y/Y RPMS @ 40'
10' OF 6" DOUBLE YELLOW
13' OF 6" DOUBLE YELLOW
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
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STREETS [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP03.dgn
8:30:52 AM7/9/2026USER: brooke.francis
MARKING PLAN (11)
SIGNING & PAVEMENT
M A
T C
H L
T C
H L
Feet
100200
E WENTWORTH ST
E WENTWORTH ST
N
B
R O
A D
W
Y
D
IA
N A
A
V E
Y/Y RPMS @ 40'
66' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
24" WHITE
24" WHITE
N
Feet
100200
S T
R A
T F
O R
D
R
D
E WENTWORTH CIR
E WENTWORTH ST
STRATFORD RD
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
24" WHITE
N
Feet
100200
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
12" WHITE
7'
N BROADWAY
E D
E A
R B
O R
N S
T
S BROADWAY
N
Feet
100200
MORNINGSIDE DR
P
IN
E
S
T
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
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S E
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STREETS-1 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP03.dgn
8:31:10 AM7/9/2026USER: brooke.francis
MARKING PLAN (12)
SIGNING & PAVEMENT
M A
T C
H L
IN
E
S
P M
P L
A N
THE END OF CUL-DE-SAC
RESURFACING LIMITS ARE TO
N
Feet
100200
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
24" WHITE
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
247' OF 6" DOUBLE YELLOW
24" WHITE
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
12" WHITE
10'
W GREEN ST
W LANGSNER ST
W FRAY ST
S M
A N
G O
S T
W
IN
S O
N A
V E
W FRAY ST
M A
G N
O L
IA
A
V E
24" WHITE
24" PREFORMED WHITE TYP.
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
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U N
D E
R R
U L
E
G
.0
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STREETS-2 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP03.dgn
8:31:14 AM7/9/2026USER: brooke.francis
MARKING PLAN (13)
SIGNING & PAVEMENT
M A
T C
H L
IN
E
S
P M
P L
A N
N
Feet
100200
Y/Y RPMS @ 40'
96' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
94' OF 6" DOUBLE YELLOW Y/Y RPMS @ 40'
79' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
87' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
79' OF 6" DOUBLE YELLOW
S M
C C
A L
L R
D
W GREEN ST
S
N
E W
Y
O R
K
A
V E
W LANGSNER ST
W FRAY ST
S
IN
D
IA
N A
A
V E
Y/Y RPMS @ 40'
96' OF 6" DOUBLE YELLOW
77' OF 6" DOUBLE YELLOW
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
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STREETS-3 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP03.dgn
8:31:19 AM7/9/2026USER: brooke.francis
MARKING PLAN (14)
SIGNING & PAVEMENT
N
Feet
100200
S M
A P
L E
S T
S M
A N
G O
S T
M A
G N
O L
IA
A
V E
S M
C C
A L
L R
D
PALM GROVE AVE
W COWLES ST
12" WHITE
10'
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
24" WHITE
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
98' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
91' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
24" WHITE
24" PREFORMED WHITE TYP.
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
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STREETS-4 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP03.dgn
8:31:23 AM7/9/2026USER: brooke.francis
MARKING PLAN (15)
SIGNING & PAVEMENT
N
Feet
100200
W A
S H
IN
G T
O N
A
V E
S
N
E W
Y
O R
K
A
V E
PALM GROVE AVE
W COWLES ST
S M
C C
A L
L R
D
S
IN
D
IA
N A
A
V E
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
24" WHITE
Y/Y RPMS @ 40'
95' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
81' OF 6" DOUBLE YELLOW
79' OF 6" DOUBLE YELLOW
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
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STREETS-5 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP03.dgn
8:31:26 AM7/9/2026USER: brooke.francis
MARKING PLAN (16)
SIGNING & PAVEMENT
MATCHLINE S&PM PLAN (17)
N
Feet
100200
S
N
E W
Y
O R
K
A
V E
CHURCH AVE
S U
N S E T D
R
L O
M A L
IN
D A
A L T A V
IS
T A A
V
ES
M C
C A
L L
R D
S
IN
D
IA
N A
A
V E
VIRGINIA CT
Y/Y RPMS @ 40'
87' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
76' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
87' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
90' OF 6" DOUBLE YELLOW
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
24" WHITE
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
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STREETS-6 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP03.dgn
8:31:27 AM7/9/2026USER: brooke.francis
MARKING PLAN (17)
SIGNING & PAVEMENT
MATCHLINE S&PM PLAN (16)
N
Feet
100200
S U
N S E T D
R
L O
M A L
IN
D A
S
IN
D
IA
N A
A
V E
2ND A
VE
S M
C C
A L L R
D
S M
C C
A L L R
D
1ST A
VE
BAY S
T
A L
T A
V
IS
T A
A V
E
T Y
LE
R A
V E
S O
U T H D
R
24" WHITE
24" WHITE
24" WHITE
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
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U N
D E
R R
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STREETS-7 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP03.dgn
8:31:29 AM7/9/2026USER: brooke.francis
MARKING PLAN (18)
SIGNING & PAVEMENT
MATCHLINE S&PM PLAN (19)
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
12" WHITE
12" WHITE
DOCTORS DR
MEDICAL DR
N
Feet
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 74538
GERALDO J. SANCHEZ, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
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STREETS-8 [SHEET] : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87229\PLANSP03.dgn
8:31:35 AM7/9/2026USER: brooke.francis
MARKING PLAN (19)
SIGNING & PAVEMENT
MATCHLINE S&PM PLAN (18)
Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW Y/Y RPMS @ 40'
100' OF 6" DOUBLE YELLOW
24" WHITE 24" WHITE
12" WHITE
24" PREFORMED WHITE TYP.
12" WHITE
MEDICAL BLVD
M E
D
IC
A L
D R
M E
D
IC
A L
D R
N
Feet
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
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BASE REPAIRS
BASE REPAIRS : C:\WorkSets10.12\FDOT\260806\Roadway\CESSRD04.dgn
8:31:52 AM7/9/2026USER: brooke.francis
SEE BASE REPAIR
VARIES
TABLE FOR LIMITS
RESURFACING LAYER**
(TYPE B-12.5) (5" MIN)
CONST. OPTIONAL BASE GROUP 6
SAWCUT
SAWCUT
** TO MATCH STRUCTURAL COURSE PER TYPICAL SECTIONS
BASE REPAIRS
ROAD NAME FROM TO LANE DIRECTION LENGTH (FT) WIDTH (FT) AREA (SY) NOTES
S McCall Rd W Green St W Langsner Ave SB 392.5 10 436.1
Palm Grove Ave Englewood Art Center NB & SB 573 20 1273.6
E Fray St Michigan Ave 350 E Fray St EB & WB 958 20 2193.0
Total: 3902.7
BASE REPAIRS - ALTERNATE 1
ROAD NAME FROM TO LANE DIRECTION LENGTH (FT) WIDTH (FT) AREA (SY) NOTES
Spruce St
E Riverview Ave NB & SB 100 18 228.3 BASE REPAIR ENDS 100' NORTH OF E RIVERVIEW AVE.
715 Spruce St 725 Spruce St NB 116 9 116.3
North St Hosmer Ave NB & SB 785 18 1726.5 INCLUDE INTERSECTION AT NORTH STREET.
Hosmer Ave Selma Ave SB 705 9 752.4
Broadway Ave Hosmer Ave 531 Broadway Ave NB 374 10.5 457.4
Liberty St 841 Liberty St 855 Liberty St NB & SB 58 18 115.7
Michigan Ave E Horton Ave NB & SB 100 18 244.2 BASE REPAIR ENDS 100' NORTH OF HORTON AVE.
670 Michigan Ave NB 86 9 86.5 BASE REPAIR THE LENGTH IN FRONT OF 670.
Orchard Ln E Horton Ave North St NB & SB 880 18 1818.7
Total: 5546.0
BASE REPAIRS - ALTERNATE 2
ROAD NAME FROM TO LANE DIRECTION LENGTH (FT) WIDTH (FT) AREA (SY) NOTES
Morningside Dr 730 Morningside Dr EB & WB 460 20 1021.0 END BASE REPAIR AT END OF RESURFACING LIMITS.
Total: 1021.0
NOTE: THE CONTRACTOR SHALL FIELD VERIFY WITH THE ENGINEER THE LOCATION AND LIMITS OF BASE REPAIR PRIOR TO MILLING
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
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S E
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SIDEWALK ADA IMPROVEMENTS (1) : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\CESSRD06.dgn
8:32:02 AM7/9/2026USER: brooke.francis
SIDEWALK ADA
IMPROVEMENTS
ADA SIDEWALK AND CURB IMPROVEMENTS
STREET 1 STREET 2
LOCATION
CORNER
(SY)
REMOVAL
SIDEWALK
EXISTING
(SY)
SIDEWALK
4"
(SY)
SIDEWALK
6"
TYPE
RAMP
CURB
(SY)
REMOVAL
/GUTTER
CURB
(LF)
CONSTRUCTION
CURB/GUTTER
(SF)
DWS
NOTES
S McCall Rd.
W Horton Ave
NW 10 ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
Bay St
NW 10 ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
Tyler Ave
NW 10 ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
Bahia Vista Dr
NW 10 ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
North Dr SW 10 ADD 2 FT WIDE DWS
Kluge Dr NW 10 ADD 2 FT WIDE DWS
Englewood Art Center - Exit
NW 10 ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
Enterance
Englewood Art Center - NW 10 ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
Palm Grove Ave
NW 10 ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
EARS Thrift Store Driveway
NW 10 ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
W Cowles St
NW 10 ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
W Fray St
NW 10 REMOVE EXISTING DWS, ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
W Langsner St
NW 10 ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
Dino Tint
NW 10 ADD 2 FT WIDE DWS
SW 10 ADD 2 FT WIDE DWS
W Green St
NW 12.3 3.3 9 20
ADD 2 FT WIDE DWS
W. GREEN ST, RAISE MANHOLE LID TO BE FLUSH WITH SIDEWALK,
RECONSTRUCT SIDEWALK AND REMOVE DROP OFF HEADING WEST ON
SW 10 ADD 2 FT WIDE DWS
TOTAL: 12.3 3.3 9.0 0.0 0.0 0.0 290
ADA SIDEWALK AND CURB IMPROVEMENTS - ALTERNATE 1
STREET 1 STREET 2
LOCATION
CORNER
(SY)
REMOVAL
SIDEWALK
EXISTING
(SY)
SIDEWALK
4"
(SY)
SIDEWALK
6"
TYPE
RAMP
CURB
(SY)
REMOVAL
/GUTTER
CURB
(LF)
CONSTRUCTION
CURB/GUTTER
(SF)
DWS
NOTES
Spruce St Hosmer Ave SW 2.8
WITH SOD
REMOVE 5'X5' EXISTING SIDEWALK, INCLUDE DWS IN REMOVAL, REPLACE
TOTAL: 2.8 0 0 0 0 0 0
ADA SIDEWALK AND CURB IMPROVEMENTS - ALTERNATE 2
STREET 1 STREET 2
LOCATION
CORNER
(SY)
REMOVAL
SIDEWALK
EXISTING
(SY)
SIDEWALK
4"
(SY)
SIDEWALK
6"
TYPE
RAMP
CURB
(SY)
REMOVAL
/GUTTER
CURB
(LF)
CONSTRUCTION
CURB/GUTTER
(SF)
DWS
NOTES
S Mango St
W Langsner St
NE 10 ADD 2 FT WIDE DWS
SE 10 ADD 2 FT WIDE DWS
W Cowles St
NE 10 ADD 2 FT WIDE DWS
SE 10 ADD 2 FT WIDE DWS
Palm Grove Ave NE 10 ADD 2 FT WIDE DWS
TOTAL: 0 0 0 0 0 0 50
NOTE: ALL CURB RAMPS SHALL COMPLY WITH FDOT STANDARD PLANS INDEX # 522-002
PATEL, GREENE & ASSOCIATES, LLC
LICENSE NUMBER 58789
RICHARD UPTEGRAFF, P.E.
NO.
PROJECT
96003
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
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PROJECT SIGN DETAILS
SPECIALDETAILSHEETS : c:\pw_workdir\patelgreene-pw-01\pw_user\dms87124\SPDTRD02.dgn
8:32:14 AM7/9/2026USER: brooke.francis
MOVED AT THE ENGINEER'S DISCRETION.
UNDERGROUND UTILITIES PREVENT INSTALATION IN WHICH CASE THEY WILL BE
ALL SIGNS TO BE INSTALLED IN LOCATIONS NOTED UNLESS SIGHT DISTANCE OR
NOTES
3.5 INCH O.D. POST
2.5 FT BY 5 FT, 7 FT OFF LEVEL GROUND
PROJECT SIGN
LOCATIONS FOR INSTALLATION OF PROJECT SIGNS
LOCATIONS FOR INSTALLATION OF SURTAX SIGNS
SESYLVANIA AVEE DEARBORN ST
NEHOSMER AVES INDIANA AVE
CornerStreet 2Street 1
* DO NOT PLACE WITHIN FDOT ROW.
SESYLVANIA AVEE DEARBORN ST
NEHOSMER AVES INDIANA AVE
CornerStreet 2Street 1
PENNY SALES TAX SPECS
File details come from the government source that posted it. Updated .