PLAN_260310_JBPro_Waldo_at_3rd_Civil.pdf
PDF 6 MB Posted
- Solicitation number
- PWDA-260054-SM
- Issued by
- Alachua County, Graceville City, Florida
About this file
Project Summary
This is a final construction plan document prepared by JBROWN PROFESSIONAL GROUP for the City of Gainesville Public Works Department for the NE Waldo Road and NE 3rd Avenue Safety Improvements project (Project No. 057-22-03). The project involves pedestrian signal installation on Waldo Road (State Road 24) at NE 3rd Avenue in Gainesville, Florida, including flexible paving, concrete sidewalks, traffic separators, pavement markings, signage, and related incidental work. The plans were prepared under the direction of Timothy J. Boehlein, P.E. (Florida License No. 96416) and were finalized in March 2026 after multiple revision cycles spanning from December 2022 through February 2026. The project encompasses demolition of existing pavement and structures, installation of horizontal controls including curb ramps and pedestrian refuge areas, implementation of striping and signage per MUTCD and FDOT standards, and new paving with grading and drainage improvements. The construction drawings consist of seven sheets including a cover sheet, legend and abbreviations, demolition plan, horizontal control plan, striping and signage plan, and paving/grading/drainage plan. Plans were released for construction on September 18, 2024, with final bid plans revised on February 2, 2026.
The project design conforms to FDOT Design Manual (2023), FDOT Standard Plans (2023-2024), FDOT Green Book (2018), FDOT Flexible Pavement Design Manual (2018), Manual on Uniform Traffic Control Devices (2009), and FDOT Standard Specifications for Road and Bridge Construction (2023-2024). Construction specifications detail earthwork requirements, stabilized subgrade placement with minimum LBR value of 30-40, limerock base course compaction to 98% modified Proctor density, and asphaltic concrete placement. The contractor must comply with stormwater erosion and sedimentation control requirements, including FDEP Notice of Intent filing, Stormwater Pollution Prevention Plan adherence, and employment of a certified Erosion and Sedimentation Control inspector. Utility notification includes City of Gainesville Public Works, Gainesville Regional Utilities (water, wastewater, electric, communications, and gas), AT&T, Cox Communications, Florida Gas Transmission, and Level 3 Communications. The contractor must submit a Maintenance of Traffic plan for permit approval prior to construction and coordinate with solid waste haulers to maintain access for residents during construction activities.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ITB_260609_Waldo_at_3rd_Ave.pdf | ||
| PLANS_260219_ETM_Waldo_at_3rd_Signalization.pdf | ||
| SPECIFICATIONS_Waldo_at_3rd_Ave.pdf |
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Text version
NE WALDO RD & 3RD AVE
SAFETY IMPROVEMENTS
SHEET TITLE:
CLIENT: PROJECT:
DATE:
ENGINEER
OF RECORD:
CITY OF GAINESVILLE
PUBLIC WORKS
DRWNNO. DATE
R E V I S I O N S
APPRDESCRIPTION
SHEET NO:
PROJECT NO:
057-22-03
MARCH 2026
TIMOTHY J. BOEHLEIN, P.E.
FLORIDA LICENSE NO. 96416
STATE OF
No. 96416TI M
OTHY J BOEHLEI N
P R
O
FESSIONA L ENGIN
EER
LICENSE
FLORIDA
03/10/2026
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY
TIMOTHY J. BOEHLEIN, P.E. ON THE DATE ADJACENT TO
THE SEAL.
SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC
COPIES.
SITE
COVER SHEET
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WALDO
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ALACHUA COUNTY
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GAINESVILLE
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HIGH SPRINGS
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ALACHUA
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HAWTHORNE
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MICANOPY
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NEWBERRY
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ARCHER
AutoCAD SHX Text THIS PROJECT SHALL COMPLY WITH THE DESIGN STANDARDS PRESENTED IN THE FOLLOWING: A. FDOT DESIGN MANUAL (2023) FDOT DESIGN MANUAL (2023) B. FDOT STANDARD PLANS (2023-2024) FDOT STANDARD PLANS (2023-2024) C. FDOT GREEN-BOOK (2018) FDOT GREEN-BOOK (2018) D. FDOT FLEXIBLE PAVEMENT DESIGN MANUAL (2018) FDOT FLEXIBLE PAVEMENT DESIGN MANUAL (2018) E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2009) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2009) F. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2023-2024)FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2023-2024)
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LOCATION MAP N.T.S.
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NE WALDO ROAD AND NE 3RD AVE
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SHEET INDEX
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SHEET NO.
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TITLE
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COVER SHEET
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LEGEND ABBREVIATIONS AND NOTES
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DEMOLITION PLAN
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HORIZONTAL CONTROL PLAN
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STRIPING AND SIGNAGE PLAN
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PAVING GRADING AND DRAINAGE PLAN
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SUBMITTAL SCHEDULE
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MILESTONE
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DATE
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1. 50% CONSTRUCTION DRAWINGS TO CITY OF GNV
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DECEMBER 12, 2022
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2. 50% CONSTRUCTION PLANS TO FDOT
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JANUARY 25, 2023
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3. 100% CONSTRUCTION PLANS TO CITY OF GNV
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SEPTEMBER 18, 2023
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4. 100% CONSTRUCTION PLANS TO FDOT
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SEPTEMBER 18, 2023
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5. REVISED 100% CONSTRUCTION PLANS TO CITY OF GNV
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NOVEMBER 30, 2023
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6. REVISED 100% CONSTRUCTION PLANS TO FDOT
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NOVEMBER 30, 2023
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7. REVISED 100% CONSTRUCTION PLANS TO CITY OF GNV
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APRIL 26, 2024
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8. REVISED 100% CONSTRUCTION PLANS TO FDOT
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APRIL 26, 2024
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9. REVISED 100% CONSTRUCTION PLANS TO CITY OF GNV
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JUNE 12, 2024
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10. REVISED 100% CONSTRUCTION PLANS TO FDOT
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JULY 26, 2024
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11. RELEASED FOR CONSTRUCTION
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SEPTEMBER 18, 2024
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12. REVISED FINAL BID PLANS
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FEBRUARY 2, 2026
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FOR
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FOR
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FINAL CONSTRUCTION PLANS
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NE WALDO ROAD
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CITY OF GAINESVILLE
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SAFETY IMPROVEMENTS
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AND 3RD AVE
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GENERAL COUNTYWIDE LOCATION MAP
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GENERAL LOCATION
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GENERAL LOCATION
SHEET TITLE:
CLIENT: PROJECT:
DATE:
ENGINEER
OF RECORD:
CITY OF GAINESVILLE
PUBLIC WORKS
DRWNNO. DATE
R E V I S I O N S
APPRDESCRIPTION
SHEET NO:
PROJECT NO:
057-22-03
MARCH 2026
TIMOTHY J. BOEHLEIN, P.E.
FLORIDA LICENSE NO. 96416
STATE OF
No. 96416TI M
OTHY J BOEHLEI N
P R
O
FESSIONA L ENGIN
EER
LICENSE
FLORIDA
03/10/2026
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY
TIMOTHY J. BOEHLEIN, P.E. ON THE DATE ADJACENT TO
THE SEAL.
SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC
COPIES.
LEGEND ABBREVIATIONS AND NOTES
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PER FDOT INDEX NO. 102
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YEAR
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WATER MAIN
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WITH
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WEST
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VEHICLE
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VITRIFIED CLAY PIPE
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UTILITIES
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UNDER DRAIN
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TYPICAL
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TOP OF WALL
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TELEVISION
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TRANSFORMER
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TELEPHONE
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TEMPORARY BENCHMARK
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SQUARE YARD
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SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
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SOUTH WEST
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STEEL
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STANDARD
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STATION
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STORM SEWER
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STAINLESS STEEL
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SANITARY SEWER
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SUWANNEE RIVER WATER MANAGEMENT DISTRICT
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SPACE
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ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
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SURFACE INLET
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SWITCH GEAR
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SQUARE FEET
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SECONDARY
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SOUTH EAST
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SIDEWALK
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SOUTH
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RIGHT
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REDUCED PRESSURE BACKFLOW PREVENTER
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REFERENCE
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REINFORCED CONCRETE PIPE
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REACTION BLOCK
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ONE FOOT RADIUS
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RIGHT OF WAY
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PAVEMENT
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POLYVINYL CHLORIDE
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PRESSURE TREATED (NON ARSENIC)
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POUNDS PER SQUARE INCH
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PRIMARY
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PROPERTY LINE
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PROFESSIONAL ENGINEER
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PERFORATED CORRUGATED POLYETHYLENE PIPE
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ON CENTER
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NORTH WEST
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NUMBER
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NOT IN CONTRACT
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NATURAL GRADE
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NORTH EAST
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NOT APPLICABLE
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NORTH
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MONTH
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MINIMUM
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MANHOLE
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MITERED END SECTION
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MAXIMUM
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MAINTENANCE
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LEFT
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LOW POINT
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LONGITUDE
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LATITUDE
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LINE ONE
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LINEAR FEET
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HIGH POINT
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HANDICAP
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GATE VALVE
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GAINESVILLE REGIONAL UTILITIES
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GALVANIZED STEEL PIPE
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FLOOD PLAIN
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FIBER OPTIC
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FORCE MAIN
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FLOW LINE
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FIRE LINE
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FIRE HYDRANT
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FINISH GRADE
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FINISH FLOOR
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FLORIDA DEPARTMENT OF TRANSPORTATION
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FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
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FIRE DEPARTMENT CONNECTION
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FACE OF CURB
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EXISTING
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ELLIPTICAL REINFORCED CONCRETE PIPE
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EDGE OF PAVEMENT
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END OF PROFILE
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ELECTRIC
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ELEVATION
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EASEMENT
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DUCTILE IRON PIPE
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DIMENSION
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DIAMETER
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DUCTILE IRON
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DESIGN HIGH WATER LEVEL
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DEGREES
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DOUBLE CHECK BACKFLOW PREVENTER
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DITCH BOTTOM INLET
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CUBIC YARD
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CORRUGATED POLYETHYLENE PIPE
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CONCRETE
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COMMUNICATIONS
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CITY OF GAINESVILLE
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CLEAN OUT
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CONCRETE MASONRY UNIT
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CORRUGATED METAL PIPE ARCHED
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CORRUGATED METAL PIPE
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CHAIN LINK FENCE
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CENTER LINE
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CAST IRON PIPE
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CUBIC FEET
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CURB END TAPER
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CABLE TELEVISION
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CURVE ONE
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CURB & GUTTER
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BUILDING SETBACK LINE
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BEGINNING OF PROFILE
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BENCHMARK
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BUILDING
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BITUNIMOUS COATED CORRUGATED METAL PIPE
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BACK OF CURB
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BORE & JACK
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ASPHALT
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APARTMENT
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ALUMINUM
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ADJACENT
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ALACHUA COUNTY PUBLIC WORKS
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YR
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WM
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VEH
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VCP
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UTIL
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UD
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TYP
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TW
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TV
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TFMR
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TEL
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TBM
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SY
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SWFWMD
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SW
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STL
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STD
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STA
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ST
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SSL
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SS
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SRWMD
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SPA
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SJRWMD
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SI
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SG
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SF
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SEC
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SE
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RT
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RPBFP
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REF
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RCP
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RB
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PVMT
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PVC
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PT
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PSI
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PRI
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PL
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PE
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PCPE
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OC
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NW
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NO
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NIC
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NG
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NE
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MO
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MIN
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MH
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MES
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MAX
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MAINT
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LT
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LP
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LONG
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LAT
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LF
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EXISTING TREE TO BE REMOVED
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EXISTING TREE TO REMAIN
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EXISTING STORM SEWER LINE
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EXISTING CONTOUR LINE
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PROPOSED HANDRAIL
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PROPOSED TREE BARRICADE FENCE
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PROPOSED TYPE III SILT FENCE
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PROPOSED DIRECTIONAL FLOW ARROW
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PROPOSED FINISH SPOT ELEVATION
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%%U STANDARD ABBREVIATIONS
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INVERT
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HOUR
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FUTURE
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FEET
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EAST
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INV
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HR
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HP
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HC
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GV
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GRU
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GSP
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FUT
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FT
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FP
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FO
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FM
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FLL
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FL
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FH
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FG
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FF
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FDOT
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FDEP
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FDC
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FC
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EX
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ERCP
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EP
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EOP
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ELEC
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EL
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DIP
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DIM
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DIA
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DI
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DHWL
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DEG
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DCBP
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DBI
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CY
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CPE
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CONC
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COMM
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COG
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CO
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CMU
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CMPA
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CMP
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CLF
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CL
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CIP
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CF
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CET
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CATV
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BSL
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BOP
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BM
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BLDG
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BCCMP
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BC
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ASPH
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APT
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ALUM
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ADJ
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ACPW
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SPT
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STANDARD PENETRATION TEST
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TBC
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TRAFFIC BEARING COVER
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JBROWN PROFESSIONAL GROUP
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JBPRO
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STORMWATER MANAGEMENT FACILITY
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SMF
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POLYETHYLENE
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POLY
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MAINTENANCE OF TRAFFIC
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MOT
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WATER SERVICE
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WS
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POWER POLE
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PP
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EXISTING SPOT ELEVATION
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%%UMAINTENANCE OF TRAFFIC NOTES
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%%UCITY OF GAINESVILLE RIGHT OF WAY CAPITAL IMPROVEMENTS NOTES
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%%UPAVING, GRADING AND DRAINAGE SPECIFICATIONS
AutoCAD SHX Text ALL AREAS OF NEW CONSTRUCTION SHALL BE CLEARED AND GRUBBED. SUITABLE TOP SOIL REMAINING ONSITE MAY BE STOCKPILED FOR FINE GRADING IN LANDSCAPED AREAS. THE CONTRACTOR SHALL FURNISH ALL FILL REQUIRED AND DISPOSE OF ALL EXCESS OR UNSUITABLE MATERIAL OFFSITE IN ACCORDANCE WITH ALL REGULATORY REQUIREMENTS. TREES TO REMAIN SHALL BE PROTECTED PRIOR TO STARTING CONSTRUCTION AND SHALL BE PROTECTED THROUGHOUT SITE CONSTRUCTION. ALL NEW ASPHALT PAVEMENT CONSTRUCTION SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS:
AutoCAD SHX Text EARTHWORK: FILL MATERIALS SHALL CONFORM TO AASHTO SOIL GROUPS A-1, A-2, A-3, OR A-4 AND SHALL BE PLACED IN 6" - 12" LOOSE LIFTS AND COMPACTED TO 95% DENSITY USING MODIFIED PROCTOR METHOD (AASHTO T-180). SUBSOIL EXCAVATION: WHERE SUBSOIL EXCAVATION IS REQUIRED, UNSUITABLE MATERIALS SHALL BE REMOVED TO A DEPTH OF 18" BELOW THE LIMEROCK BASE AND BACKFILLED WITH CLEAN FILL. STABILIZED SUBGRADE: ALL STABILIZED MATERIAL SHALL CONFORM TO SECTION 914 AND PLACED ACCORDING TO SECTION 160 IN ONE 12" MINIMUM COMPACTED LIFT. SUBGRADE SHALL BE STABILIZED TO A MINIMUM LBR VALUE OF 30 OR 40 PER DESIGN SECTION, AND SHALL BE COMPACTED TO 98% DENSITY BY MODIFIED PROCTOR METHOD (AASHTO T-180). BASE COURSE: ALL MATERIAL SHALL BE LIMEROCK CONFORMING TO SECTION 911 AND PLACED ACCORDING TO SECTION 200 IN ONE 6" OR 8" (PER DESIGN SECTION) MINIMUM COMPACTED LIFT. ALL BASE MATERIAL SHALL BE COMPACTED TO 98% DENSITY BY MODIFIED PROCTOR METHOD (AASHTO T-180). THE PRIME COAT SHALL CONFORM TO SECTION 300. ASPHALTIC CONCRETE: ALL ASPHALTIC CONCRETE MATERIAL SHALL BE SUPERPAVED (TYPE & THICKNESS PER DESIGN SECTION) AND SHALL CONFORM TO SECTION 334. ALL ASPHALTIC CONCRETE CONSTRUCTION SHALL CONFORM TO SECTION 330.
AutoCAD SHX Text EXISTING TOPOGRAPHY INFORMATION DEPICTED IS BASED ON TOPOGRAPHIC SURVEYS PROVIDED BY JBROWN PROFESSIONAL GROUP, DATED 09/26/2022.
AutoCAD SHX Text THE METHOD AND MANNER OF PERFORMING THE WORK AND THE QUALITIES OF MATERIAL FOR CONSTRUCTION WITHIN THE ROW SHALL CONFORM TO THE REQUIREMENTS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT.” NO WORK SHALL BE DONE NOR MATERIALS USED IN THE ROW, WITHOUT INSPECTION BY THE PUBLIC WORKS DEPARTMENT (334-5070), AND THE CONTRACTOR/DEVELOPER SHALL FURNISH THE DEPARTMENT WITH EVERY REASONABLE FACILITY FOR ASCERTAINING WHETHER THE WORK PERFORMED AND MATERIALS USED ARE IN ACCORDANCE WITH THE REQUIREMENTS AND INTENT OF THE PLANS AND SPECIFICATIONS.” THE PUBLIC WORKS DEPARTMENT RESERVES THE RIGHT TO MODIFY THE PROPOSED WORK WITHIN THE ROW TO ENSURE COMPATIBILITY WITH EXISTING IMPROVEMENTS. SUCH MODIFICATION COSTS SHALL BE BORNE BY THE DEVELOPER.” THE CITY OF GAINESVILLE SHALL BE NOTIFIED 24 HOURS IN ADVANCE FOR INSPECTION OF PERTINENT STAGES OF CONSTRUCTION WITHIN THEIR R/W. SUCH STAGES INCLUDE SUBGRADE PREPARATION, LIMEROCK PLACEMENT, INSPECTION OF THE SWEPT LIMEROCK BASE PRIOR TO THE PLACEMENT OF ASPHALT, AND OTHERS AS REQUIRED FOR APPROVAL. A SURVEY WAS DONE BY JBPRO DATED 09/26/2022 AND ALL ELEVATIONS ARE REFERENCED TO THE NAVD88 DATUM. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS LISTED BELOW TWO BUSINESS DAYS IN ADVANCE OF BEGINNING CONSTRUCTION ON THE JOB SITE AS REQUIRED BY CHAPTER 556 OF THE FLORIDA STATUTES. COMPANY NAME TELEPHONE TELEPHONE CITY OF GAINESVILLE PUBLIC WORKS 352-334-5070 352-334-5070 GAINESVILLE REGIONAL UTILITIES (GRU WATER/WASTEWATER) 352-393-1664 352-393-1664 GAINESVILLE REGIONAL UTILITIES (GRU ELECTRIC) 352-393-1853 352-393-1853 GAINESVILLE REGIONAL UTILITIES (GRU COMMUNICATIONS ) 352-393-6928 352-393-6928 GAINESVILLE REGIONAL UTILITIES (GRU GAS) 352-393-6022 352-393-6022 AT&T CONSTRUCTION / ENGINEERING 904-727-1534 904-727-1534 COX COMMUNICATIONS 352-491-9099 352-491-9099 FLORIDA GAS TRANSMISSION 407-838-7171 407-838-7171 LEVEL 3 COMMUNICATIONS 720-888-6461 720-888-6461
AutoCAD SHX Text THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC (MOT) PLAN TO THE CITY OF GAINESVILLE PUBLIC WORKS DEPARTMENT FOR MOT PERMIT APPROVAL PRIOR TO CONSTRUCTION WITHIN THE RIGHT-OF-WAY. TRAFFIC CONTROL WITHIN EXISTING R/W SHALL BE IN ACCORDANCE WITH LATEST MUTCD OR FDOT STANDARDS FOR CONTROL OF TRAFFIC THROUGH WORK ZONES. TRAFFIC CONTROL AND SIGNING FOR CONSTRUCTION WITHIN OR INTERSECTING EXISTING CITY OR STATE RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH FDOT INDEX 102-600 THRU 102-670 AND THE MUTCD, AS APPROPRIATE. CONTRACTOR SHALL COORDINATE WITH SOLID WASTE HAULER TO DETERMINE EXACT PICKUP SCHEDULE ON A PER STREET BASIS. MOT PLAN SHALL INCLUDE AN "ACCESS PLAN" TO ACCOMMODATE SOLID WASTE ACCESS AND PICKUP FOR RESIDENTS ON EACH PICKUP DAY. CONTRACTOR SHALL CONSIDER AND PLAN FOR DELIVERY ACCESS AND EMERGENCY VEHICLE ACCESS IN MOT PLAN FOR EACH ROADWAY SECTION.
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1. THE CONTRACTOR IS REQUIRED TO FILE THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION THE CONTRACTOR IS REQUIRED TO FILE THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (FDEP) NOTICE OF INTENT (NOI) TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (CGP) (RULE 62-621.300(4), F.A.C.). CONSTRUCTION ACTIVITY SHALL NOT COMMENCE PRIOR TO OBTAINING AN ACKNOWLEDGEMENT LETTER FROM FDEP VERIFYING THE NOI IS COMPLETE, THE PROJECT IS COVERED BY THE GENERIC PERMIT, AND THE PROJECT IDENTIFICATION NO. IS ESTABLISHED. CONTRACTOR SHALL PROVIDE THE EOR AND PROPERTY OWNER WITH A COPY OF THE FDEP ACKNOWLEDGEMENT LETTER VERIFYING COVERAGE. AN NPDES PERMIT IS REQUIRED IF ONE OR MORE ACRES OF LAND ARE DISTURBED OR DISTURB LESS THAN THAN ONE ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF DEVELOPMENT OR SALE; AND DISCHARGE STORMWATER TO SURFACE WATERS OF THE STATE OR TO SURFACE WATERS OF THE STATE THROUGH A MUNICIPAL SEPARATE STORM SYSTEM. 2. THE CONTRACTOR SHALL ABIDE BY THE REQUIREMENTS OF THE STORMWATER POLLUTION THE CONTRACTOR SHALL ABIDE BY THE REQUIREMENTS OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND CGP AT ALL TIMES THROUGHOUT CONSTRUCTION, AND UTILIZE ALL APPROPRIATE BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO PREVENT EROSION AND SEDIMENTATION DISCHARGE OFFSITE DURING CONSTRUCTION. 3. SEDIMENTATION AND EROSION CONTROL BMP'S SHALL BE IN ACCORDANCE WITH THE STATE OF SEDIMENTATION AND EROSION CONTROL BMP'S SHALL BE IN ACCORDANCE WITH THE STATE OF FLORIDA EROSION AND SEDIMENTATION CONTROL DESIGNER AND REVIEWER MANUAL, DATED JULY 2013, OR LATEST UPDATE. THE CONTRACTOR IS RESPONSIBLE TO UTILIZE ALL BMP'S, AS NECESSARY THROUGHOUT CONSTRUCTION, AND MAY UTILIZE MULTIPLE BMP'S OR OTHER MEANS AND METHODS DEEMED APPROPRIATE TO CONTROL EROSION AND SEDIMENTATION DISCHARGE. 4. THE CONTRACTOR SHALL UTILIZED A STATE OF FLORIDA CERTIFIED EROSION & SEDIMENTATION THE CONTRACTOR SHALL UTILIZED A STATE OF FLORIDA CERTIFIED EROSION & SEDIMENTATION CONTROL (ESC) INSPECTOR DURING CONSTRUCTION TO ABIDE BY THE TERMS OF THE NOI PERMIT COVERAGE. AT A MINIMUM THE CERTIFIED INSPECTOR SHALL INSPECT ALL DISCHARGE POINTS, DISTURBED AREAS, MATERIAL STORAGE AREAS, STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/EXITS AT LEAST ONCE EVERY SEVEN (7) DAYS AND AFTER EVERY INCH OR GREATER STORM EVENT. MAJOR OBSERVATIONS AND INCIDENTS OF NON-COMPLIANCE SHOULD BE RECORDED IN THE INSPECTION REPORT, AS WELL AS CORRECTIVE ACTIONS AND MAINTENANCE. UNLESS ADVISED OTHERWISE, MAINTENANCE MUST OCCUR WITHIN SEVEN (7) CALENDAR DAYS OF THE INSPECTION. THESE INSPECTIONS MUST BE DOCUMENTED AND SIGNED BY A QUALIFIED INSPECTOR AS DEFINED BY THE CGP. THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE SWPPP AND THE CGP WHEN THE REPORTS DO NOT IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. 5. UPON SATISFACTORY COMPLETION OF THE PROJECT CONSTRUCTION AND SITE STABILIZATION, UPON SATISFACTORY COMPLETION OF THE PROJECT CONSTRUCTION AND SITE STABILIZATION, THE CONTRACTOR SHALL FILE THE NPDES STORMWATER NOTICE OF TERMINATION (NOT) (RULE 62-621.300(6), F.A.C.) WITH FDEP. THE PERMIT COVERAGE IS DEEMED COMPLETE WHEN ALL SOIL DISTURBING CONSTRUCTION ACTIVITIES ARE COMPLETE AND STABILIZATION OF ALL DISTURBED OPEN AREAS HAVE REACHED AT LEAST 70% VEGETATIVE COVER OR OTHER PERMANENT STABILIZATION IS IN PLACE. A COPY OF THE NOT SHALL BE PROVIDED TO THE EOR AND PROPERTY OWNER.
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%%UNPDES EROSION AND SEDIMENTATION CONTROL PERMITTING NOTES
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%%USUBMITTAL NOTES
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1. PRIOR TO CONSTRUCTION INSTALLATION OF SPECIFIC WORK SCOPE ITEMS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTAL INFORMATION TO THE PRIOR TO CONSTRUCTION INSTALLATION OF SPECIFIC WORK SCOPE ITEMS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTAL INFORMATION TO THE EOR FOR REVIEW AND APPROVAL. THESE SUBMITTALS SHALL INCLUDE SOURCE PROVIDER, MANUFACTURER LITERATURE, CUT SHEETS, DIMENSIONED DRAWINGS, FABRICATION DRAWINGS, SKETCHES, DETAILS AND ANY OTHER INFORMATION NECESSARY FOR THE EOR TO REVIEW AND APPROVE AS TO COMPLIANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS. 2. THE FOLLOWING SCOPE ITEMS SHALL REQUIRE SUBMITTALS: THE FOLLOWING SCOPE ITEMS SHALL REQUIRE SUBMITTALS: 3. CONTRACTOR IS RESPONSIBLE FOR ANY COST INCURRED TO REVISE ANY WORK COMPLETED PRIOR TO SUBMITTAL APPROVAL. THE OWNER OR EOR ARE NOT CONTRACTOR IS RESPONSIBLE FOR ANY COST INCURRED TO REVISE ANY WORK COMPLETED PRIOR TO SUBMITTAL APPROVAL. THE OWNER OR EOR ARE NOT RESPONSIBLE FOR COSTS INCURRED IF ANY MATERIALS ARE PURCHASED, DELIVERED OR INSTALLED PRIOR TO SUBMITTAL REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL PROVIDE A LIST OF SUB-CONTRACTORS THAT WILL BE PERFORMING ANY PHASES OF WORK ON THE PROJECT. THE LIST SHALL INCLUDE THE CONTRACTOR SHALL PROVIDE A LIST OF SUB-CONTRACTORS THAT WILL BE PERFORMING ANY PHASES OF WORK ON THE PROJECT. THE LIST SHALL INCLUDE NAME OF COMPANY, ADDRESS, PHONE NUMBERS, AND EMAIL ADDRESSES OF INDIVIDUALS RESPONSIBLE FOR THE SUB-CONSULTANT WORK EFFORT AND THE CONTACT INFORMATION FOR THE INDIVIDUALS IN RESPONSIBLE CHARGE OF PERFORMING THE WORK IN THE FIELD.
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a. STORM SEWER STRUCTURES, PIPING AND STORM SEWER STRUCTURES, PIPING AND APPURTENANCES b. EROSION CONTROL MATERIALS AND DEVICES EROSION CONTROL MATERIALS AND DEVICES c. ASPHALT MIX DESIGN(S) ASPHALT MIX DESIGN(S) d. CONCRETE MIX DESIGN(S) CONCRETE MIX DESIGN(S) e. EARTHWORK SOIL IMPORT SOURCE EARTHWORK SOIL IMPORT SOURCE f. BASE COURSE MATERIAL BASE COURSE MATERIAL g. SUBGRADE MATERIAL SUBGRADE MATERIAL h. GRASSING / SOD TYPE AND SOURCE GRASSING / SOD TYPE AND SOURCE i. TRAFFIC CONTROL DEVICES TRAFFIC CONTROL DEVICES j. PAVEMENT MARKING MATERIAL PAVEMENT MARKING MATERIAL k. SIGNAGE MATERIALS SIGNAGE MATERIALS l. TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN
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AutoCAD SHX Text THE CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATION GRADES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES THAT WILL AFFECT FINISH GRADE DESIGN FOR PROPER RUNOFF CONDITIONS AT NO ADDITIONAL COST TO THE CITY PRIOR TO CONSTRUCTION. JBPRO WILL ASSIST THE CONTRACTOR IN REVISING ANY GRADING DISCREPANCIES PRIOR TO CONSTRUCTION TO ASSURE PROPER RUNOFF CONDITIONS RESULT UPON COMPLETION OF CONSTRUCTION AT NO ADDITIONAL COST TO THE CITY.. ALL ELEVATIONS SHOWN HEREIN ARE REFERENCED TO NORTH AMERICAN GEODETIC VETICAL DATUM 1988 (NAVD88).
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1. PRIOR TO DEMOLITION AND CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE PRIOR TO DEMOLITION AND CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES TO VERIFY THE LOCATION OF ALL ABOVE GROUND AND UNDERGROUND UTILITIES TO BE REMOVED OR RELOCATED. 2. CONTRACTOR IS RESPONSIBLE FOR ALL SITE DEMOLITION AND MATERIAL REMOVAL. IN CONTRACTOR IS RESPONSIBLE FOR ALL SITE DEMOLITION AND MATERIAL REMOVAL. IN ADDITION TO THE DEMOLITION SHOWN, THE CONTRACTOR SHALL REMOVE ALL MISCELLANEOUS TRASH, DEBRIS, FENCING ETC., IN ORDER TO PROVIDE A CLEAN CONSTRUCTION SITE. 3. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ALL DEMOLITION MATERIAL OFF SITE. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ALL DEMOLITION MATERIAL OFF SITE. DISPOSAL METHODS AND LOCATIONS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 4. REMOVAL OF ALL CONSTRUCTION DEBRIS, LIMEROCK, EXCESS OF BUILDERS SAND, REMOVAL OF ALL CONSTRUCTION DEBRIS, LIMEROCK, EXCESS OF BUILDERS SAND, CONCRETE AND MORTAR DEBRIS, EXISTING WEEDS AND GRASSES, AND ALL FOREIGN MATERIALS IN THE PLANTING BED AND SOD AREAS IS THE RESPONSIBILITY OF THE SITE WORK CONTRACTOR. SOIL IN AREAS TO BE LANDSCAPED SHALL BE UNCOMPACTED, SUITABLE FOR ROOT GROWTH WITH APPROPRIATE AMOUNTS OF ORGANIC MATTER, AND OF PH RANGE OF 5.5 - 6.5. 5. ALL OFF SITE TREES SHALL REMAIN UNLESS OTHERWISE NOTED. ALL OFF SITE TREES SHALL REMAIN UNLESS OTHERWISE NOTED. 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL DESIGNATE A TEMPORARY PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL DESIGNATE A TEMPORARY CONSTRUCTION ENTRANCE AND STOCKPILE AREA. 7. EXISTING SIGNS SHALL BE REMOVED AND STORED DURING DEMOLITION SO THAT THEY EXISTING SIGNS SHALL BE REMOVED AND STORED DURING DEMOLITION SO THAT THEY CAN BE REINSTALLED DURING CONSTRUCTION.
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%%UGENERAL DEMOLITION NOTES
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STRIPING AND SIGNAGE NOTES::
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1. ALL SIGNAGE TO BE INSTALLED SHALL CONFORM TO MUTCD REQUIREMENTS, 2009 VERSION W/ ALL SIGNAGE TO BE INSTALLED SHALL CONFORM TO MUTCD REQUIREMENTS, 2009 VERSION W/ REV. NO. 1&2, INCORPORATED 2012. 2. ALL PAVEMENT MARKING SHALL CONFORM TO FDOT INDEX 711-001 ALL PAVEMENT MARKING SHALL CONFORM TO FDOT INDEX 711-001 3. ALL SIGNAGE SHALL CONFORM TO MUTCD STANDARDS ALL SIGNAGE SHALL CONFORM TO MUTCD STANDARDS 4. ALL DETECTABLE WARNING AND CURB RAMPS SHALL BE PER FDOT INDEX 522-002 ALL DETECTABLE WARNING AND CURB RAMPS SHALL BE PER FDOT INDEX 522-002 5. DIRECTIONAL INDICATOR SHALL BE PER FDOT INDEX D528-001 DIRECTIONAL INDICATOR SHALL BE PER FDOT INDEX D528-001 6. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 7. RPMS SHALL BE PLACED IN ACCORDANCE WITH FDOT INDEX 706-001RPMS SHALL BE PLACED IN ACCORDANCE WITH FDOT INDEX 706-001
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EXISTING CURB TO BE REMOVED
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EXISTING PAVEMENT TO BE REMOVED
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SAWCUT LINE
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EXISTING STRIPING TO BE REMOVED
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EX SITE FEATURE TO BE REMOVED
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GRAVEL FILTER INLET PROTECTION BAG
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EXISTING CONCRETE TO BE REMOVED
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PAVEMENT
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4" THICK CONCRETE
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GRASS MEDIAN
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EXISTING WATER MAIN
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EXISTING COMMUNICATION LINE
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6" THICK CONCRETE
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GENERAL NOTES::
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1. PROJECT SURVEY LIMITS DID NOT INCLUDE STA 0+00 TO 1+80. EXISTING CONDITIONS ARE PROJECT SURVEY LIMITS DID NOT INCLUDE STA 0+00 TO 1+80. EXISTING CONDITIONS ARE SHOWN PER FDOT PLANS AND AERIAL IMAGERY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY CITY OF GAINESVILLE OF ANY DISCREPANCIES
1. PROJECT SURVEY LIMITS DID NOT INCLUDE STA 0+00 TO 1+80. EXISTING CONDITIONS ARE PROJECT SURVEY LIMITS DID NOT INCLUDE STA 0+00 TO 1+80. EXISTING CONDITIONS ARE SHOWN PER FDOT PLANS AND AERIAL IMAGERY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY CITY OF GAINESVILLE OF ANY DISCREPANCIES
SHEET TITLE:
CLIENT: PROJECT:
DATE:
ENGINEER
OF RECORD:
CITY OF GAINESVILLE
PUBLIC WORKS
DRWNNO. DATE
R E V I S I O N S
APPRDESCRIPTION
SHEET NO:
PROJECT NO:
057-22-03
MARCH 2026
TIMOTHY J. BOEHLEIN, P.E.
FLORIDA LICENSE NO. 96416
STATE OF
No. 96416TI M
OTHY J BOEHLEI N
P R
O
FESSIONA L ENGIN
EER
LICENSE
FLORIDA
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY
TIMOTHY J. BOEHLEIN, P.E. ON THE DATE ADJACENT TO
THE SEAL.
SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC
COPIES.
J:
N E
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A ve
S a fe ty
Im p ro v\
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D e m o lit io n
P la n .d w g
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CB-1
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EX CURB TO BE REMOVED (TYP)
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EX STRIPING TO BE ERADICATED (TYP)
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EX CURB TO BE REMOVED (TYP)
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EX CURB TO BE REMOVED (TYP)
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EX STRUCTURE TO BE REMOVED
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EX STRIPING TO BE ERADICATED
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EX DETECTABLE WARNING TO BE REMOVED
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ADJUST EX MH LID TO RIM ELEVATION = 159.60
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EX INLET TO REMAIN
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EX INLET TO REMAIN
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MILL AND RESURFACE TO 1.5" DEPTH. PVMT SHALL BE 1.5" FC-12.5
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EX CURB TO BE REMOVED (TYP)
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EX SIGN TO BE REMOVED
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EX CONC MEDIAN TO BE REMOVED.
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EX 1.5-INCH GSP WM
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EX 2-INCH GSP WM
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EX 8-INCH CIP WM
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ROADWAY CONTRACTOR TO ADJUST EX WATER VALVE TO GRADE
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LOCATE AND PROTECT EX WM
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EX 8-INCH CIP WM
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EX 24-INCH DIP WM
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EX INLET TO REMAIN
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EX INLET TO REMAIN
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EX FLEXIBLE DEFLECTOR TO BE REMOVED
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NOSE OF EX. MEDIAN TO BE REMOVED
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EX. ASPH MULTI-USE PATH TO BE REMOVED
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EX CONC SW TO BE REMOVED
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EX CONC SW TO BE REMOVED
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EX CONC SW TO BE REMOVED
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EX PVMT TO BE REMOVED
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EX PVMT TO BE REMOVED
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LIMITS OF JBPRO SURVEY
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FDOT R/W
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EX CURB TO BE REMOVED
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EX PAVEMENT TO BE REMOVED
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GRAVEL FILTER BAGS DETAIL
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ELEVATION
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PLAN VIEW
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ASPHALT PVMT
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PLACE GRAVEL FILTER BAGS SUCH THAT NO GAPS ARE EVIDENT
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CONC S/W
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HEIGHT OF GRAVEL FILTER BAGS SHOULD NOT BE ABOVE THE CONCRETE S/W
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ASPHALT PVMT
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LEAVE APPROXIMATELY 4" TO 6" BETWEEN GRAVEL FILTER BAGS AND INLET
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CONC S/W
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EX CONC TO BE REMOVED
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EX PVMT AND LIMEROCK TO BE REMOVED
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EX ASPH TO BE MILLED/RESURFACED
EX ASPH TO BE MILLED/RESURFACED
SHEET TITLE:
CLIENT: PROJECT:
DATE:
ENGINEER
OF RECORD:
CITY OF GAINESVILLE
PUBLIC WORKS
DRWNNO. DATE
R E V I S I O N S
APPRDESCRIPTION
SHEET NO:
PROJECT NO:
057-22-03
MARCH 2026
TIMOTHY J. BOEHLEIN, P.E.
FLORIDA LICENSE NO. 96416
STATE OF
No. 96416TI M
OTHY J BOEHLEI N
P R
O
FESSIONA L ENGIN
EER
LICENSE
FLORIDA
03/10/2026
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY
TIMOTHY J. BOEHLEIN, P.E. ON THE DATE ADJACENT TO
THE SEAL.
SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC
COPIES.
J:
N E
W a ld o
R d
N E rd
A ve
S a fe ty
Im p ro v\
P ro d u c ti o n C iv il\ S h e e ts C .0
D im e n si o n
P la n .d w g
:0 :3
P M T im
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EX 2-INCH GSP WM
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EX 8-INCH CIP WM
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EX 8-INCH CIP WM
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EX 24-INCH DIP WM
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CONNECT TO EX TYPE E CURB MEDIAN
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4' CONCRETE TRAFFIC SEPARATOR PER FDOT INDEX 520-020 TYPE I - OPTION I
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RAISED CONCRETE PEDESTRIAN REFUGE AREA (SEE DETAIL THIS SHEET)
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2' DETECTABLE WARNING PER FDOT APPROVED PRODUCTS LIST (TYP)
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LIMITS OF JBPRO SURVEY
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PROPOSED SIGNAL POLE
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FDOT R/W
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2' DIRECTIONAL INDICATOR STRIP
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HORIZONTAL CONTROL PLAN
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LEGEND:
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PROPOSED GRASS MEDIAN
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RAISED PEDESTRIAN REFUGE AREA DETAIL 1" = 5'
RAISED PEDESTRIAN REFUGE AREA DETAIL 1" = 5'
SHEET TITLE:
CLIENT: PROJECT:
DATE:
ENGINEER
OF RECORD:
CITY OF GAINESVILLE
PUBLIC WORKS
DRWNNO. DATE
R E V I S I O N S
APPRDESCRIPTION
SHEET NO:
PROJECT NO:
057-22-03
MARCH 2026
TIMOTHY J. BOEHLEIN, P.E.
FLORIDA LICENSE NO. 96416
STATE OF
No. 96416TI M
OTHY J BOEHLEI N
P R
O
FESSIONA L ENGIN
EER
LICENSE
FLORIDA
03/10/2026
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY
TIMOTHY J. BOEHLEIN, P.E. ON THE DATE ADJACENT TO
THE SEAL.
SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC
COPIES.
J:
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AutoCAD SHX Text
24" WHITE STOP BAR
AutoCAD SHX Text
SPECIAL EMPHASIS CROSSWALK
AutoCAD SHX Text
24" WHITE STOP BAR
AutoCAD SHX Text
24" WHITE STOP BAR
AutoCAD SHX Text
RIGHT TURN ARROW
AutoCAD SHX Text 36" STOP SIGN (R1-1), ONE WAY (R6-1) W/ WHITE RETRO-REFLECTIVE STRIPS + RIGHT TURN ONLY SIGN (R3-5R) EX "NE 3RD AVE AND NE WALDO ROAD" STREET SIGNS TO BE MOUNTED ON TOP
AutoCAD SHX Text 36" STOP SIGN (R1-1), ONE WAY (R6-1) W/ WHITE RETRO-REFLECTIVE STRIPS + RIGHT TURN ONLY SIGN (R3-5R) EX "NE 3RD AVE AND NE WALDO ROAD" STREET SIGNS TO BE MOUNTED ON TOP
AutoCAD SHX Text
6" YELLOW STRIPING
AutoCAD SHX Text
6" YELLOW STRIPING
AutoCAD SHX Text
6" DOUBLE YELLOW STRIPING
AutoCAD SHX Text
18" - 45° YELLOW STRIPINGSPACED AT 10' O.C.
AutoCAD SHX Text
RIGHT TURN ARROW
AutoCAD SHX Text
SHARED LANE MARKING
AutoCAD SHX Text RIGHT TURN ONLY SIGN AND STOP SIGN (R-1) & (R3-5R) EX "NE 12TH ST AND NE 3RD AVE" STREET SIGNS TO BE MOUNTED ON TOP
AutoCAD SHX Text
24" WHITE STOP BAR (TYP.)
AutoCAD SHX Text
6" WHITE 2'-4' SKIP
AutoCAD SHX Text
6" WHITE 2'-4' SKIP
AutoCAD SHX Text
NE WALDO RD
AutoCAD SHX Text
NE 3RD AVE
AutoCAD SHX Text
NE 3RD AVE
AutoCAD SHX Text
NE WALDO RD
AutoCAD SHX Text
NE 12TH ST
AutoCAD SHX Text
MAST ARM FOUNDATION LOCATION (SEE SHEET T-6)
AutoCAD SHX Text
MAST ARM (SEE SHEET T-6)
AutoCAD SHX Text
PEDESTAL MOUNTED PEDESTRIAN SIGNAL (SEE SHEET T-6)
AutoCAD SHX Text
PEDESTAL MOUNTED PEDESTRIAN SIGNAL (SEE SHEET T-6)
AutoCAD SHX Text
RIGHT TURN ARROW
AutoCAD SHX Text
24" WHITE STOP BAR
AutoCAD SHX Text
PEDESTRIAN CROSSING SIGN (W11-2) W/ DIRECTIONAL DOWNWARD ARROW (W16-7PL)
AutoCAD SHX Text
PEDESTRIAN CROSSING SIGN (W11-2) W/ DIRECTIONAL DOWNWARD ARROW (W16-7PL)
AutoCAD SHX Text
ONE WAY SIGN (R6-1) W/ WHITE RETRO-REFLECTIVE STRIPS
AutoCAD SHX Text
PEDESTRIAN CROSSING SIGN (W11-2) W/ AHEAD SIGN (W16-9P)
AutoCAD SHX Text
ONE WAY SIGN (R6-1)
AutoCAD SHX Text
ONE WAY SIGN (R6-1) W/ WHITE RETROFLECTIVE STRIPS
AutoCAD SHX Text
6" WHITE
AutoCAD SHX Text
6" WHITE
AutoCAD SHX Text
WHITE STRAIGHT ARROW
AutoCAD SHX Text
WHITE STRAIGHT ARROW
AutoCAD SHX Text
SHARED LANE MARKING
AutoCAD SHX Text 8'
AutoCAD SHX Text 4'
AutoCAD SHX Text 50'
AutoCAD SHX Text 50'
AutoCAD SHX Text 12'
AutoCAD SHX Text 8'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text
TUBULAR MARKER (YELLOW)
AutoCAD SHX Text
PAINT CURB NOSE YELLOW UP TO TUBULAR MARKER
AutoCAD SHX Text
TUBULAR MARKER (YELLOW)
AutoCAD SHX Text
PAINT CURB NOSE YELLOW UP TO TUBULAR MARKER
AutoCAD SHX Text
SPECIAL EMPHASIS CROSSWALK
AutoCAD SHX Text
SPECIAL EMPHASIS CROSSWALK
AutoCAD SHX Text
SPECIAL EMPHASIS CROSSWALK
AutoCAD SHX Text
SPECIAL EMPHASIS CROSSWALK
AutoCAD SHX Text
PEDESTRIAN CROSSING SIGN (W11-2) W/ AHEAD SIGN (W16-9P)
AutoCAD SHX Text
PEDESTRIAN CROSSING SIGN (W11-2) W/ AHEAD SIGN (W16-9P)
AutoCAD SHX Text
LIMITS OF JBPRO SURVEY
AutoCAD SHX Text
18" - 45° YELLOW STRIPINGMATCH EXISTING STRIPING SPACING
AutoCAD SHX Text
FDOT R/W
AutoCAD SHX Text
FDOT R/W
AutoCAD SHX Text
12TH ST R/W
AutoCAD SHX Text
12TH ST R/W
AutoCAD SHX Text
FDOT R/W
AutoCAD SHX Text
FDOT R/W
AutoCAD SHX Text
NE 3RD AVE R/W
AutoCAD SHX Text
PEDESTRIAN CROSSING SIGN (W11-2) W/ AHEAD SIGN (W16-9P)
AutoCAD SHX Text
PEDESTRIAN CROSSING SIGN (W11-2) W/ AHEAD SIGN (W16-9P)
AutoCAD SHX Text 275'
AutoCAD SHX Text 300'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1" =
AutoCAD SHX Text 60'
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text
STRIPING AND SIGNAGE PLAN
AutoCAD SHX Text C2.1
AutoCAD SHX Text N
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
4" THICK CONCRETE
AutoCAD SHX Text
6" THICK CONCRETE
AutoCAD SHX Text
SIGNAGE PLAN 1" = 100'
SIGNAGE PLAN 1" = 100'
SHEET TITLE:
CLIENT: PROJECT:
DATE:
ENGINEER
OF RECORD:
CITY OF GAINESVILLE
PUBLIC WORKS
DRWNNO. DATE
R E V I S I O N S
APPRDESCRIPTION
SHEET NO:
PROJECT NO:
057-22-03
MARCH 2026
TIMOTHY J. BOEHLEIN, P.E.
FLORIDA LICENSE NO. 96416
STATE OF
No. 96416TI M
OTHY J BOEHLEI N
P R
O
FESSIONA L ENGIN
EER
LICENSE
FLORIDA
03/10/2026
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY
TIMOTHY J. BOEHLEIN, P.E. ON THE DATE ADJACENT TO
THE SEAL.
SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC
COPIES.
J:
N E
W a ld o
R d
N E rd
A ve
S a fe ty
Im p ro v\
P ro d u c ti o n C iv il\ S h e e ts C .0
P G D
P la n .d w g
:0 :4
P M T im
AutoCAD SHX Text 159.39
AutoCAD SHX Text 159.65
AutoCAD SHX Text 159.57
AutoCAD SHX Text 158.79
AutoCAD SHX Text 159.83
AutoCAD SHX Text 159.38
AutoCAD SHX Text 159.60
AutoCAD SHX Text 159.48
AutoCAD SHX Text 160.02
AutoCAD SHX Text 159.99
AutoCAD SHX Text 158.96
AutoCAD SHX Text 158.98
AutoCAD SHX Text 159.55
AutoCAD SHX Text 159.52
AutoCAD SHX Text 159.71
AutoCAD SHX Text 159.66
AutoCAD SHX Text 158.60
AutoCAD SHX Text 158.87
AutoCAD SHX Text 158.91
AutoCAD SHX Text 159.35
AutoCAD SHX Text 159.45
AutoCAD SHX Text 159.76
AutoCAD SHX Text 159.85
AutoCAD SHX Text 159.58
AutoCAD SHX Text 159.46
AutoCAD SHX Text 159.97
AutoCAD SHX Text 160.01
AutoCAD SHX Text 159.32
AutoCAD SHX Text 159.35
AutoCAD SHX Text 160.18
AutoCAD SHX Text 160.15
AutoCAD SHX Text 159.66
AutoCAD SHX Text 159.54
AutoCAD SHX Text 159.59
AutoCAD SHX Text 159.82
AutoCAD SHX Text 159.85
AutoCAD SHX Text 160.01
AutoCAD SHX Text 160.11
AutoCAD SHX Text 160.19
AutoCAD SHX Text 159.98
AutoCAD SHX Text 159.86
AutoCAD SHX Text 159.98
AutoCAD SHX Text 159.89
AutoCAD SHX Text S-01 TYPE C DITCH BOTTOM INLET PER FDOT INDEX 425-052 TOP EL = 158.60 W INV EL = 156.30 (15" RCP)
AutoCAD SHX Text 159.27
AutoCAD SHX Text 159.46
AutoCAD SHX Text 159.58
AutoCAD SHX Text 159.45
AutoCAD SHX Text 159.51
AutoCAD SHX Text 159.63
AutoCAD SHX Text 159.46
AutoCAD SHX Text
PROPOSED PVMT TO MATCH FLUSH WITH EX PVMT (TYP)
AutoCAD SHX Text
PROPOSED PVMT TO MATCH FLUSH W/ EX PVMT (TYP)
AutoCAD SHX Text
PROPOSED PVMT TO MATCH FLUSH WITH EX PVMT (TYP)
AutoCAD SHX Text 159.58
AutoCAD SHX Text 159.37
AutoCAD SHX Text
GRADE OPEN AREA TO S-01 (TYP.)
AutoCAD SHX Text
TYPE CR-H CURB CUT RAMP PER FDOT INDEX 522-002
AutoCAD SHX Text
TYPE CR-E CURB CUT RAMP PER FDOT INDEX 522-002
AutoCAD SHX Text
TYPE CR-E CURB CUT RAMP PER FDOT INDEX 522-002
AutoCAD SHX Text
TYPE CR-C CURB CUT RAMP PER FDOT INDEX 522-002
AutoCAD SHX Text
TYPE CR-G CURB CUT RAMP PER FDOT INDEX 522-002
AutoCAD SHX Text
TYPE CR-G CURB CUT RAMP PER FDOT INDEX 522-002
AutoCAD SHX Text
CLEAR DEBRIS FROM EX CB-2
AutoCAD SHX Text 159.65
AutoCAD SHX Text 159.55
AutoCAD SHX Text 159.35
AutoCAD SHX Text 159.40
AutoCAD SHX Text 159.50
AutoCAD SHX Text 159.30
AutoCAD SHX Text 159.60
AutoCAD SHX Text 159.48
AutoCAD SHX Text 159.41
AutoCAD SHX Text 159.31
AutoCAD SHX Text 159.40
AutoCAD SHX Text 159.35%%p
AutoCAD SHX Text 159.26%%p
AutoCAD SHX Text 159.64
AutoCAD SHX Text 159.65
AutoCAD SHX Text 159.70
AutoCAD SHX Text 159.69
AutoCAD SHX Text 159.35
AutoCAD SHX Text 159.52
AutoCAD SHX Text
NE WALDO RD
AutoCAD SHX Text
NE 3RD AVE
AutoCAD SHX Text
NE 3RD AVE
AutoCAD SHX Text
NE WALDO RD
AutoCAD SHX Text
NE 12TH ST
AutoCAD SHX Text
12' - 15" RCP @ 0.90% SLOPE
AutoCAD SHX Text
CONNECT TO EX PIPE WITH COLLAR PER (FDOT INDEX 430-001) AT INVERT = 156.2
AutoCAD SHX Text 158.88%%P
AutoCAD SHX Text
158.78%%P FL
AutoCAD SHX Text 158.88%%P
AutoCAD SHX Text
MODIFIED TYPE F CURB FOR POSITIVE DISCHARGE TO CURB INLET
AutoCAD SHX Text
158.81 FL
AutoCAD SHX Text 158.86
AutoCAD SHX Text 158.88%%P
AutoCAD SHX Text
158.85 FL
AutoCAD SHX Text 158.88
AutoCAD SHX Text 158.89%%P
AutoCAD SHX Text
158.87 FL
AutoCAD SHX Text 159.38
AutoCAD SHX Text 159.13%%P
AutoCAD SHX Text
159.11 FL
AutoCAD SHX Text 159.42
AutoCAD SHX Text
159.15 FL
AutoCAD SHX Text 159.22%%P
AutoCAD SHX Text 159.48%%P
AutoCAD SHX Text
TYPE E CURB (SPILLOUT) (PER FDOT INDEX 520-001
AutoCAD SHX Text
TYPE E CURB (SPILLOUT) (PER FDOT INDEX 520-001)
AutoCAD SHX Text
TYPE F CURB (PER FDOT INDEX 520-001)
AutoCAD SHX Text
TYPE I CONC SEPARATOR (PER FDOT INDEX-520-020)
AutoCAD SHX Text
TYPE E CURB (SPILLOUT) (PER FDOT INDEX 520-001
AutoCAD SHX Text
FDOT ASPH (SEE PVMT SECTION THIS SHEET)
AutoCAD SHX Text
TYPE F CURB (PER FDOT INDEX 520-001)
AutoCAD SHX Text
6" THICK CONC
AutoCAD SHX Text
TYPE F CURB (PER FDOT INDEX 520-001)
AutoCAD SHX Text
FDOT ASPH (SEE PVMT SECTION THIS SHEET)
AutoCAD SHX Text
TYPE I CONC SEPARATOR (PER FDOT INDEX-520-020)
AutoCAD SHX Text
FDOT MULTI-USE PATH (SEE PVMT SECTION THIS SHEET)
AutoCAD SHX Text
FDOT ASPH (SEE PVMT SECTION THIS SHEET)
AutoCAD SHX Text
FDOT MULTI-USE PATH (SEE PVMT SECTION THIS SHEET)
AutoCAD SHX Text
TYPE CR-G CURB CUT RAMP PER FDOT INDEX 522-002
AutoCAD SHX Text
6" THICK CONC
AutoCAD SHX Text
TYPE F CURB (SPILLOUT) (PER FDOT INDEX 520-001)
AutoCAD SHX Text
TYPE CR-E CURB CUT RAMP PER FDOT INDEX 522-002
AutoCAD SHX Text
6" THICK CONCRETE
AutoCAD SHX Text
EX 1.5-INCH GSP WM
AutoCAD SHX Text
EX 2-INCH GSP WM
AutoCAD SHX Text
EX 8-INCH CIP WM
AutoCAD SHX Text
EX 8-INCH CIP WM
AutoCAD SHX Text
EX 24-INCH DIP WM
AutoCAD SHX Text
TYPE E CURB (SPILLOUT) (PER FDOT INDEX 520-001
AutoCAD SHX Text
TYPE F CURB (PER FDOT INDEX 520-001)
AutoCAD SHX Text
6' FLARED CURB END TAPER (PER FDOT INDEX 520-001)
AutoCAD SHX Text
TYPE F CURB (PER FDOT INDEX 520-001)
AutoCAD SHX Text
6' FLARED CURB END TAPER (PER FDOT INDEX 520-001)
AutoCAD SHX Text
ROADWAY CONTRACTOR TO ADJUST EX WATER VALVE TO GRADE
AutoCAD SHX Text
EX CURB INLET (TO REMAIN)
AutoCAD SHX Text
EX CURB INLET (TO REMAIN)
AutoCAD SHX Text
EX CURB INLET (TO REMAIN)
AutoCAD SHX Text
EX CURB INLET (TO REMAIN)
AutoCAD SHX Text 159.58
AutoCAD SHX Text 159.55
AutoCAD SHX Text 159.88
AutoCAD SHX Text 159.86
AutoCAD SHX Text
FDOT R/W
AutoCAD SHX Text
12TH ST R/W
AutoCAD SHX Text
12TH ST R/W
AutoCAD SHX Text
FDOT R/W
AutoCAD SHX Text
NE 3RD AVE R/W
AutoCAD SHX Text
FDOT R/W
AutoCAD SHX Text
PLACE EXPANSION JOINT SURROUNDING EX POLE
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1" =
AutoCAD SHX Text 30'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text 10'
AutoCAD SHX Text 10'
AutoCAD SHX Text N
AutoCAD SHX Text
PAVING GRADING AND DRAINAGE PLAN
AutoCAD SHX Text C3.0
AutoCAD SHX Text
%%UMULTI-USE PATH PAVEMENT SECTION
AutoCAD SHX Text
NTS
AutoCAD SHX Text
6" LIMEROCK BASE MIN LBR 100 COMPACT TO 98% MODIFIED PROCTOR DENSITY LBR 100
AutoCAD SHX Text
1.25" SP - 9.5 ASPHALTIC CONCRETE PAVEMENT
AutoCAD SHX Text
12" STABILIZED SUBGRADE COMPACT TO 98% MODIFIED PROCTOR DENSITY LBR 30
AutoCAD SHX Text
FDOT ASPHALT SECTION
AutoCAD SHX Text
NTS
AutoCAD SHX Text
1.5" FC-12.5 FRICTION COURSE
AutoCAD SHX Text
1.5" TYPE SP-12.5 ASPHALTIC CONCRETE PAVEMENT
AutoCAD SHX Text
10" LIMEROCK BASE MIN LBR 100 COMPACT TO 98% MODIFIED PROCTOR DENSITY.
AutoCAD SHX Text
12" STABILIZED SUBGRADE MIN LBR 40 COMPACT TO 98% MODIFIED PROCTOR DENSITY
12" STABILIZED SUBGRADE MIN LBR 40 COMPACT TO 98% MODIFIED PROCTOR DENSITY
| Sheets and Views |
| C0.0 COVER SHEET |
| Sheets and Views |
| C0.1 LEGEND ABBREVIATIONS AND NOTES |
| Sheets and Views |
| C1.0 DEMOLITION PLAN |
| Sheets and Views |
| C2.0 HORIZONTAL CONTROL PLAN |
| Sheets and Views |
| C2.1 STRIPING AND SIGNAGE PLAN |
| Sheets and Views |
| C3.0 PAVING GRADING AND DRAINAGE PLAN |
| 2026-03-10T16:35:24-0400 | |
| Timothy J Boehlein |
File details come from the government source that posted it. Updated .