PLANS_250930_NE_9th_St_FINAL_SS.pdf

PDF 22 MB Posted Dec 16, 2025

Attached to: NE 9th Street Resurfacing
Solicitation number: PWDA-260025-SM
Issued by: Alachua County, Graceville City, Florida

About this file

Written by GovTribe AI · Mar 30, 2026

This document comprises construction design plans and specifications for the City of Gainesville's NE 9th Street Resurfacing project, a comprehensive roadway rehabilitation initiative spanning 1.58 miles from East University Avenue to NE 23rd Avenue in Alachua County, Florida. The project includes mill and resurfacing operations, pavement widening and full-depth construction, intersection modifications at NE 16th Avenue and NE 23rd Avenue, installation of buffered and shared bike lanes with protective elements (ZICLA Zipper Zero systems), raised intersections, curb and sidewalk reconstruction, ADA-compliant accessibility improvements, and traffic signal installations with video detection and closed-circuit television capabilities. The design encompasses approximately 80 plan sheets detailing typical sections, cross-sections, utility coordination plans, signing and pavement marking schemes, and signalization details. The contract specifies a design speed of 35 miles per hour for NE 9th Street with a posted speed of 30 miles per hour, and requires adherence to Florida Department of Transportation FY 2025-2026 standard plans and specifications. The project involves extensive coordination with multiple utility providers including Gainesville Regional Utilities, AT&T, Cox Cable, Clay Electric, and the University of Florida, with provisions for utility relocation, adjustment, and protection throughout construction.

The project specifications mandate contractor compliance with comprehensive construction requirements including clearing and grubbing, stormwater management, erosion and sediment control, maintenance of traffic per MUTCD standards, and restoration of disturbed areas. Storm drainage improvements include installation of 12-inch by 18-inch reinforced concrete pipe, 15-inch reinforced concrete pipe, and 18-inch reinforced concrete pipe in various locations, with estimated quantities ranging from nine to 203 linear feet depending on specific storm structure locations. Pavement specifications call for milling of existing asphalt at approximately 2.5 inches average depth with placement of one inch of type SP-9.5 structural course and 1.5 inches of type FC-12.5 friction course superpave asphalt concrete, with variable depths in widening areas and limerock base thickness ranging from 3.0 to 7.5 inches. The contractor must obtain Performance and Payment Bonds for 100 percent of the bid price and maintain commercial general liability insurance of $1,000,000 per occurrence and automobile liability insurance of $1,000,000 combined single limit. The contract specifies two hundred working days for Substantial Completion and an additional sixty calendar days for Final Completion, with liquidated damages assessed for delays, and requires submission of as-built survey meeting City of Gainesville standards upon project completion.

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SHEET

NO.

K:\GVL_RDWY\142107030-NE 9th St Design\CAD\PlanSheets\COVER AND INDEX.dwg9/30/2025 12:17:01 PM

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CHRISTOPHER D. TOWNE, P.E.

66928

NORTH

GOVERNING STANDARDS AND SPECIFICATIONS:

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROADWAY AND BRIDGE

CONSTRUCTION DATED FY 2025-26, AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DATED FY 2025-26, AS AMENDED BY

CONTRACT DOCUMENTS.

P.E. NO.:

PLANS PREPARED BY:

CONSTRUCTION PLANS

ENGINEER OF RECORD:

UTILITY CONTACT LISTING

PLANS PREPARED BY:

ROADWAY SHOP DRAWINGS

TO BE SUBMITTED TO:

KIMLEY-HORN AND ASSOCIATES, INC.

CHRIS TOWNE, P.E.

800 SW 2ND AVENUE,

SUITE 100,

GAINESVILLE, FL 32601

Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

800 SW 2ND AVENUE,

SUITE 100,

GAINESVILLE, FL 32601

(352) 374-3274

REGISTRY 35106

INDEX OF SHEETS

01 COVER SHEET AND INDEX

02 SIGNATURE SHEET

03 GENERAL NOTES

04-06 TYPICAL SECTIONS

07 DETAIL SHEET

08 PROJECT LAYOUT AND HORIZONTAL CONTROL

09-25 PLAN SHEETS

X-01-X-08 CROSS SECTIONS

UT-01-UT-11 UTILITY ADJUSTMENT PLANS

SP-01 SIGNING AND PAVEMENT MARKINGS AND NOTES

SP-02-SP-17 SIGNING AND PAVEMENT MARKINGS

T1 SIGNAL NOTES AND QUANTITIES

T2 SIGNALIZATION PLAN AT NE 9TH ST AND NE 16TH AVE

T3 SIGNALIZATION PLAN AT NE 9TH ST AND NE 23RD AVE

T4 SPAN TABULATION

T5 STRAIN POLE SCHEDULE

T6 MAST ARM POLE SCHEDULE

T7 MAST ARM ASSEMBLIES DESIGN TABLE

T8 GUIDESIGN WORKSHEET

T9 SPECIAL DETAILS

N/A TOPOGRAPHIC SURVEY (BY OTHERS)

AT&T FLORIDA (DISTRIBUTION)

LUISMER MENDOZA

2200 OLD MIDDLEBURG RD N

ROOM 102A

JACKSONVILLE, FL 32210

(786) 635 4840

AT&T ENTERPRISES (TRANSMISSION)

CRAIG PETRIE

6000 METROWEST BLVD.

SUITE 201

ORLANDO, FL 32853

(407) 578 8000

CITY OF GAINESVILLE TRAFFIC

MANAGEMENT SYSTEM

GEORGE GADIEL

405 NW 3TH AVE

BUILDING E

GAINESVILLE, FL 32609

(352) 393 8429

CLAY ELECTRIC GAINESVILLE

DISTRICT

TROY ADAMS

11530 NW 39TH AVE

GAINESVILLE, FL 32606

(352) 393 8180

COX CABLE - ALACHUA

WILLIAM SMITH

6020 NW 43RD ST

GAINESVILLE, FL 32653

(352) 275 2448

GAINESVILLE REGIONAL

UTILITIES - ELECTRIC

GABRIEL MIRANDA

301 SE 4TH AVE

GAINESVILLE, FL 32601

(352) 665 1419

GAINESVILLE REGIONAL

UTILITIES - GAS

JOHN ZOLTEK

3805 NW 97TH BLVD.

GAINESVILLE, FL 32614

(352) 334 6021

GAINESVILLE REGIONAL

UTILITIES - FIBER

NEAL BEERY

4747 N MAIN STREET

GAINESVILLE, FL 32609

(352) 393 6923

GAINESVILLE REGIONAL UTILITIES -

WATER / WASTEWATER / RECLAIMED

WATER

JOSUE SAAVEDRA

P.O. BOX# 147117 STATION#A105

GAINESVILLE, FL 32614-7118

(352) 393 1628

UNITI FIBER

BOB MENSCHING

200 CUMBERLAND PARK DR.

ST. AUGUSTINE, FL 32095

(904) 718 8152

UNIVERSITY OF FLORIDA UTILITIES

CHARLES KAMMIN

P.O. BOX# 117735

902 MAGNOLIA DRIVE, BUILDING 702,

ROOM 130

GAINESVILLE, FL 32611-7735

(352) 294 0626

WINDSTREAM COMMUNICATION

BJ MCCAY

206 WHITE AVE SE

LIVE OAK, FL 32064

(404) 985 7121

TO BRONSON

TO OCALA

TO WALDO

TO LAKE CITY

R -2

R -1

R -2

T-9-S T-10-S

R -2

R -1

R -2

T-9-S T-10-S

END CONST

NE 9TH ST

STA. 180+33.30

BEGIN CONST

NE 9TH ST

STA. 100+25.32

TO INTERLACHEN

BID SET

SEPTEMBER 2025

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

NTS

PROJECT OWNER AND CONSULTANTS

OWNER/APPLICANT:

CITY OF GAINESVILLE

200 EAST UNIVERSITY AVE

GAINESVILLE FL 32601

(352) 334-5000

CIVIL ENGINEERING CONSULTANT:

KIMLEY-HORN AND ASSOCIATES, INC.

800 SW 2ND AVENUE,

SUITE 100,

GAINESVILLE, FL 32601

(352) 374-3274

GEOTECH:

GSE ENGINEERING & CONSULTING, INC.

5590 SW 64TH STREET, SUITE B

GAINESVILLE FL 32608

(352) 377-3233

SURVEYOR:

GEORGE F. YOUNG, INC.

4605 NW 6TH ST.

GAINESVILLE, FL 32609

(352) 378-1444

CITY OF GAINESVILLE

PROJECT MANAGER:

CHASE KNIGHT, PhD, PE, CPM

NE 9TH STREET DESIGN

ROADWAY PLANS

FOR

LENGTH OF PROJECT

PROJECT LENGTH IS BASED ON ℄ CONST. AND SURVEY

NE 9TH ST 1.58002

STREET NAME

NE 9TH ST DESIGN SPEED 35 MPH

NE 9TH ST POSTED SPEED 30 MPH

PROJECT LOCATION

LINEAR FEET MILES

FROM E UNIVERSITY AVENUE TO NE 23RD AVENUE

DATE

CHECKED BY

DRAWN BY

KHA

CDT WWW.KIMLEY-HORN.COM REGISTRY 35106

800 SW 2ND AVENUE, SUITE 100, GAINESVILLE, FL 32601

PHONE: 352-374-3274

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

SHEET

NO.

K:\GVL_RDWY\142107030-NE 9th St Design\CAD\PlanSheets\SIGNATURE SHEET.dwg9/30/2025 4:29:48 PM

ALACHUA

DATE:

LICENSED PROFESSIONAL

PROJECT NO.

142107030 0- -

CHRISTOPHER D. TOWNE, P.E.

SEPTEMBER 2025

66928

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

CITY OF GAINESVILLE

NE 9TH STREET DESIGN

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SIGNATURE SHEET

KIMLEY-HORN AND ASSOCIATES, INC.

800 SW 2ND AVENUE, SUITE 100

GAINESVILLE, FLORIDA 32601

REGISTRY 35106

CHRISTOPHER D. TOWNE, P.E. 66928

STATE OF

FESSIONAL ENGIN

OPHER D. TOW

N ENo 66928

FLORIDA

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THESE ITEMS HAVE BEEN DIGITALLY SIGNED AND SEALED BY

CHRISTOPHER D. TOWNE ON THE DATE ADJACENT TO THE

SEAL. THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

STATE OF

FESSIONAL ENGIN

I H

ANES BRIGHTON

No 77731

F L O R I DA

THESE ITEMS HAVE BEEN DIGITALLY SIGNED AND SEALED BY

ALI HANES BRIGHTON ON THE DATE ADJACENT TO THE SEAL.

THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

KIMLEY-HORN AND ASSOCIATES, INC.

800 SW 2ND AVENUE, SUITE 100

GAINESVILLE, FLORIDA 32601

REGISTRY 35106

ALI HANES BRIGHTON, P.E. 77731

SHEET NO. SHEET TITLE

01 COVER SHEET AND INDEX

02 SIGNATURE SHEET

03 GENERAL NOTES

04-06 TYPICAL SECTIONS

07 DETAIL SHEET

08 PROJECT LAYOUT AND HORIZONTAL CONTROL

09-25 PLAN SHEETS

X-01-X-08 CROSS SECTIONS

UT-01-UT-11 UTILITY ADJUSTMENT PLANS

SP-01 SIGNING AND PAVEMENT MARKINGS AND NOTES

SP-02-SP-17 SIGNING AND PAVEMENT MARKINGS

SHEET NO. SHEET TITLE

02 SIGNATURE SHEET

T1 SIGNAL NOTES AND QUANTITIES

T2 SIGNALIZATION PLAN AT NE 9TH ST AND NE 16TH AVE

T3 SIGNALIZATION PLAN AT NE 9TH ST AND NE 23RD AVE

T4 SPAN TABULATION

T6 MAST ARM POLE SCHEDULE

T8 GUIDESIGN WORKSHEET

T9 SPECIAL DETAILS

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

STATE OF

FESSIONAL ENGIN

No 87473

F L O R I DA

THESE ITEMS HAVE BEEN DIGITALLY SIGNED AND SEALED BY

JAIME GHITELMAN ON THE DATE ADJACENT TO THE SEAL.

THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

SHEET NO. SHEET TITLE

02 SIGNATURE SHEET

T5 STRAIN POLE SCHEDULE

T7 MAST ARM ASSEMBLIES DESIGN TABLE

E GHITELMAN

KIMLEY-HORN AND ASSOCIATES, INC.

8201 PETERS RD, SUITE 2200

PLANTATION, FLORIDA 33324

REGISTRY 35106

JAIME GHITELMAN, P.E. 87473

DRAWN BY

KHA

CDT WWW.KIMLEY-HORN.COM REGISTRY 35106

800 SW 2ND AVENUE, SUITE 100, GAINESVILLE, FL 32601

PHONE: 352-374-3274

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

SHEET

NO.

K:\GVL_RDWY\142107030-NE 9th St Design\CAD\PlanSheets\GENERAL NOTES.dwg9/30/2025 3:31:08 PM

ALACHUA

DATE:

LICENSED PROFESSIONAL

PROJECT NO.

142107030 0- -

CHRISTOPHER D. TOWNE, P.E.

SEPTEMBER 2025

66928

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

CITY OF GAINESVILLE

NE 9TH STREET DESIGN

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GENERAL NOTES

GENERAL CONSTRUCTION NOTES:

1. SEE TOPOGRAPHIC SURVEY DATED 02/03/2025 PREPARED BY DEGROVE SURVEYORS INC. FOR SURVEY

INFORMATION AND NOTES.

2. SURVEY DOCUMENTS REFERENCE VERTICAL DATUM NAVD88, AND COORDINATE SYSTEM FLORIDA STATE PLANE, NAD83 NORTH ZONE US SURVEY FEET.

3. ALL STATIONS AND OFFSETS ARE REFERENCED TO CENTERLINE OF CONSTRUCTION.

4. STAGING AND MATERIAL STORAGE SHALL NOT BE CONDUCTED ON ABUTTING PRIVATE PROPERTY WITHOUT

WRITTEN APPROVAL FROM THE OWNER.

5. THE CONTRACTOR IS TO MAINTAIN AND KEEP STREET NAME IDENTIFICATION SIGNS VISIBLE DURING CONSTRUCTION OPERATIONS, IN ORDER TO FACILITATE EMERGENCY VEHICLE TRAFFIC. PLACEMENT OF BUSINESS ENTRANCE SIGNS AND CHANNELIZING DEVICES ARE TO BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROADWAY AND BRIDGE CONSTRUCTION (INDEX 102

SERIES AS APPLICABLE).

6. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL RESIDENCES AND BUSINESSES DURING THE ENTIRE

CONSTRUCTION PERIOD.

7. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE FDOT STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION AND CONTRACT DOCUMENTS.

8. THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. IF A DISCREPANCY SHOULD ARISE, OR IF ACTUAL CONDITIONS PREVENT THE APPLICATION OF THESE PLANS AND SPECIFICATIONS IN THE CONSTRUCTION OF THE WORK, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING FOR PROPOSED RESOLUTION OR CLARIFICATION. NO CHANGES TO THE WORK AS SHOWN ON THESE PLANS SHALL BE MADE WITHOUT PRIOR

WRITTEN APPROVAL OF THE PROJECT ENGINEER.

9. IF A SINKHOLE SHOULD FORM ON THE SITE, THE PROCEDURES OUTLINED BY THE GOVERNING WATER MANAGEMENT DISTRICT SHALL BE FOLLOWED. BOTH THE PROJECT ENGINEER AND THE WATER MANAGEMENT

DISTRICT SHALL BE NOTIFIED.

10. JOB SAFETY SHALL BE IMPLEMENTED AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH OSHA STANDARDS AND TO ABIDE BY THEM AS WELL AS ANY OTHER LOCAL, STATE, AND FEDERAL

REGULATIONS.

11. DAMAGE TO UTILITIES, STRUCTURES OR PROPERTY ON OR ADJACENT TO THE PROJECT SITE CAUSED BY

CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

12. THE CONTRACTOR SHALL NOTIFY THE CITY OF GAINESVILLE A MINIMUM OF 48 HOURS PRIOR TO THE

COMMENCEMENT OF ANY CONSTRUCTION.

13. THE CONTRACTOR AND SUBCONTRACTORS ARE HEREBY REQUIRED TO PROMPTLY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR CONFLICTS FOUND IN THE PLANS OR SPECIFICATIONS, SO THEY ARE

CLARIFIED BY THE ENGINEER.

14. THE PROJECT ENGINEER OR REPRESENTATIVE SHALL HAVE ACCESS TO THE WORK SITE AT ALL TIMES.

15. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS NOTED OTHERWISE.

16. ADDITIONAL TEST BORINGS AND EXPLORATORY INVESTIGATIONS MAY BE MADE BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE.

17. ALL EXISTING STORMWATER DRAINAGE PATTERNS AND CHANNELS OUTSIDE THE CONSTRUCTION AREAS SHOWN ON THESE PLANS ARE TO BE MAINTAINED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE WORK APPEARS TO INTERRUPT AN EXISTING STORMWATER DRAINAGE PATTERN. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION SUCH THAT IMPACT TO CONSTRUCTION AND/OR SURROUNDING FACILITIES IS MINIMIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EROSION, SEDIMENT TRANSPORT, DISTURBED FOUNDATIONS, IMPACT TO STRUCTURES AND ANY OTHER DAMAGE CAUSED DURING CONSTRUCTION.

18. BURNING WITHIN THE LIMITS OF THE PROPOSED PROJECT SHALL NOT BE ALLOWED UNLESS OTHERWISE SPECIFIED BY THE PROJECT ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE APPROPRIATE

AGENCY AND OBTAINING A BURNING PERMIT.

19. ANY SURVEY MARKER, INCLUDING BUT NOT LIMITED TO SECTION MARKERS, BENCH MARKS, LOT CORNERS, ETC.

WHICH ARE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE PRIOR TO FINAL PAYMENT. RESETTING OF MONUMENTS AND MARKERS SHALL BE PERFORMED BY A PROFESSIONAL LAND

SURVEYOR LICENSED TO PRACTICE IN THE STATE OF FLORIDA.

20. ALL DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO

SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OR SHOWN OTHERWISE.

21. CONTRACTOR SHALL VERIFY EXISTING GRADES AT TIE-IN POINTS AND PROVIDE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS TO THE ENGINEER PRIOR TO BEGINNING WORK IN THIS AREA.

22. LOCATIONS OF SIDEWALK RECONSTRUCTION ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY SURVEY LIMITS.

23. CONTRACTOR TO CONSTRUCT CONCRETE FLARED DRIVEWAYS TO FOLLOW FDOT STANDARD PLANS INDEX 522-003. DRIVEWAY SLOPES TO BE MODIFIED TO TIE INTO NON-STANDARD DRIVEWAY OFFSETS AND ELEVATIONS.

24. DRIVEWAY WIDTHS SHOWN ON PLANS ARE MINIMUMS. CONTRACTOR TO MATCH EXISTING DRIVEWAY WIDTHS.

25. WHERE DRAINAGE STRUCTURE TOPS ARE DIRECTED TO BE REPLACED, CONTRACTOR HAS OPTION TO REPLACE COMPLETE STRUCTURE AT CONTRACTORS EXPENSE. ALSO, REPLACED INLET TOPS MAY NEED TO BE CAST IN

PLACE AND MODIFIED TO MEET EXISTING CONDITIONS.

26. ALL ITEMS INSIDE OF LIMITS OF CONSTRUCTION BOUNDARY TO BE CLEARED AND GRUBBED UNLESS NOTED

OTHERWISE.

27. RELOCATE OR REPLACE MAILBOXES PER FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR

ROADWAY AND BRIDGE CONSTRUCTION INDEX 110-200.

28. ALL EXISTING DRAINAGE PIPING AND STRUCTURES TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.

29. PROJECT HAS EXISTING STORMWATER STRUCTURES AND PIPE THAT MAY NOT MEET CURRENT FDOT STANDARDS.

CONTRACTOR TO VERIFY COMPATIBILITY OF PROPOSED STORMWATER IMPROVEMENTS PRIOR TO FABRICATION.

IT IS ANTICIPATED THAT INLETS AND INLET TOPS MAY NEED TO BE CAST IN PLACE.

30. FOR TRENCHING OPERATIONS, CONTRACTOR TO USE 5" TYPE B-12.5 BASE COURSE FOR REPLACEMENT BASE UP TO 2.5" BELOW FINISH GRADE, 1" TYPE SP-9.5 STRUCTURAL COURSE (TRAFFIC C) (PG76-22) AND 1.5" TYPE FC-12.5

FRICTION COURSE (TRAFFIC C) (PG76-22) FOR REPLACEMENT PAVEMENT.

UTILITY NOTES:

1. UTILITIES SHOWN HEREON ARE BASED ON A SURVEY DATED 02/03/2025 BY DEGROVE SURVEYORS INC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES SHOWN OR NOT SHOWN THROUGH DIRECT CONTACT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO OR IN CONJUNCTION

WITH THE PROJECT.

2. ALL ABOVE GROUND UTILITY STRUCTURES SHALL BE RELOCATED AS REQUIRED PER CLEAR ZONE

REQUIREMENTS.

3. ALL UNDERGROUND UTILITIES CONFLICTING WITH CONSTRUCTION SHALL BE RELOCATED, UNLESS OTHERWISE

APPROVED BY THE PROJECT ENGINEER.

4. CONTRACTOR SHALL HAND EXCAVATE WHEN CONSTRUCTION ACTIVITIES ARE WITHIN 18 INCHES OF EXISTING

UTILITIES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN ON THE PLANS AND SHALL MAINTAIN DIRECT CONTACT WITH THE APPROPRIATE UTILITY COMPANIES

THROUGHOUT CONSTRUCTION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO UTILITIES, STRUCTURES AND PROPERTY ON AND

ADJACENT TO THE SITE CAUSED BY CONSTRUCTION ACTIVITIES.

7. CONTRACTOR SHALL ADJUST ALL UTILITY AND STORM LIDS AND COVERS TO FINISHED GRADE AS REQUIRED.

8. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE STATE ONE CALL OF FLORIDA (1-800-432-4770) AND UTILITY OWNERS LISTED ON THE COVER SHEET AT LEAST TWO BUSINESS DAYS (OR 10 DAYS

IF DIGGING UNDER WATER) IN ADVANCE OF BEGINNING CONSTRUCTION ON THE JOB SITE.

EROSION CONTROL NOTES:

1. ALL EROSION AND SEDIMENT CONTROL DEVICES NECESSARY FOR CONSTRUCTION SHALL CONFORM TO THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD PLANS FOR ROADWAY AND BRIDGE CONSTRUCTION, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) RULES, AND FLORIDA BEST

MANAGEMENT PRACTICES.

2. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT INTO DRAINAGE DITCHES OR OFFSITE DUE TO CONSTRUCTION OPERATIONS. APPROVED EROSION CONTROL DEVICES SHALL BE INSTALLED TO PREVENT DISCHARGE OF SEDIMENT INTO A DRY OR WET WATERCOURSE. EROSION CONTROL SHALL CONSIST OF SILT FENCE, OR OTHER EROSION CONTROL METHODS APPROVED BY THE PROJECT ENGINEER. ALL NEW AND EXISTING

DRAIN PIPES AND STRUCTURES SHALL BE DESILTED PRIOR TO FINAL PAYMENT.

3. CONTRACTOR SHALL CLEAR AND GRUB CONSTRUCTION AREAS BEFORE FILL IS PLACED. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND TOPSOIL AND PROOF ROLLED PRIOR TO PLACING CLEAN FILL.

4. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE PINNED OR PEGGED ARGENTINE BAHIA SOD. PROVIDE EROSION

CONTROL BLANKET FOR ALL SLOPES 2:1 HORIZONTAL TO VERTICAL OR STEEPER.

5. ALL AREAS INSIDE AND OUTSIDE THE PROJECT LIMITS, WHICH ARE DISTURBED AS A RESULT OF THE PROJECT CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR DESIGN GRADE AS APPLICABLE, AND SODDED WITH ARGENTINE BAHIA AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE APPROVED BY THE PROJECT ENGINEER. ALL DISTURBED AREAS WITHIN THE CITY RIGHT OF WAY SHALL BE REGRADED AND SODDED WITH

ARGENTINE BAHIA SOD.

6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED.

7. ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE

PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS.

8. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES DAILY. ANY REQUIRED REPAIRS SHALL BE MADE

IMMEDIATELY.

9. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH RAINFALL. DEPOSITS SHALL BE REMOVED WHEN THE

LEVEL OF DEPOSITIONS REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.

10. SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIER IS NO LONGER REQUIRED, SHALL BE DRESSED TO

CONFORM TO THE EXISTING GRADE, PREPARED AND SODDED.

11. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF EXPECTED USABLE LIFE AND THE BARRIERS ARE STILL NECESSARY, THE FABRIC SHALL BE REPLACED

IMMEDIATELY.

12. THESE NOTES INDICATE THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY

GUIDELINES AND MAY NEED TO INSTALL ADDITIONAL CONTROLS.

13. THE CONTRACTOR SHALL SUBMIT A DETAILED STORMWATER POLLUTION PREVENTION PLAN TO THE CITY FOR

APPROVAL, PRIOR TO CONSTRUCTION ACTIVITIES.

14. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE NOTICE OF INTENT (NOI) TO THE FLORIDA DEPARTMENT

OF ENVIRONMENTAL PROTECTION.

TEMPORARY TRAFFIC CONTROL NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE OF THE TRAVELWAY AT ALL TIMES.

2. PROJECT AREAS THAT ARE NOT ACTIVE CONSTRUCTION AREAS ARE TO BE KEPT FREE OF CONSTRUCTION DEBRIS AND

UNNECESSARY OR CONFLICTING TRAFFIC CONTROL DEVICES.

3. ACCESS TO ALL DRIVEWAYS AND SUBDIVISION STREETS SHALL BE PROVIDED AT ALL TIMES, EXCEPT AS OTHERWISE

INDICATED IN THESE PLANS.

4. CONTRACTOR SHALL ENSURE ALL VEHICULAR, BICYCLE, PEDESTRIAN, AND TRANSIT ROUTES ARE PROVIDED AT ALL TIMES.

5. CONTRACTOR SHALL ENSURE ALL TEMPORARY PEDESTRAIN PATHS MEET ADA REQUIREMENTS.

6. TRAFFIC CONTROL FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD

PLAN INDEX.

7. THE EXISTING REGULATORY SPEED LIMITS SHALL REMAIN UNCHANGED DURING CONSTRUCTION UNLESS NOTED IN THE

PLANS OR APPROVED BY THE CITY ENGINEER.

8. IN THE EVENT OF A HURRICANE OR OTHER EVACUATION NEED, THE CONTRACTOR, UPON NOTIFICATION BY THE OWNER, SHALL COORDINATE THE SECURING OF ALL LOOSE MATERIAL, OPEN CLOSED LANES, BACKFILL EXCAVATION, REMOVE OBSTRUCTIONS TO DRAINAGE AND WATER FLOW, AND TAKE OTHER MEASURES AS DIRECTED BY THE CITY ENGINEER

NECESSARY TO PROTECT THE PUBLIC.

9. THE CONTRACTOR SHALL REMOVE ANY EXISTING OR TEMPORARY PAVEMENT MARKINGS THAT CONFLICT WITH THE TRAFFIC CONTROL PLANS. WHEN THE CONFLICT NO LONGER EXISTS, THE CONTRACTOR SHALL RESTORE THE PAVEMENT MARKINGS TO THEIR ORIGINAL OR NEW POSITIONS. REMOVAL OF EXISTING AND/OR TEMPORARY PAVEMENT MARKINGS SHALL BE

ACCOMPLISHED BY HYDROBLASTING.

10. CONTRACTOR SHALL ACCOUNT FOR OTHER AREAS OF CONSTRUCTION THAT MAY BE NEARBY. CONTRACTOR TO

COORDINATE ALL ROADWAY CONSTRUCTION ZONE SIGNAGE FOR CONSISTENCY.

11. CONTRACTOR SHALL CORDINATE WITH THE ALACHUA COUNTY SCHOOL DISTRICT PRIOR TO ANY CONSTRUCTION ACTIVITY.

12. ANY LANE RESTRICTIONS SHALL BE COORDNIATED WITH THE OWNER.

PAY ITEM NOTES:

1. CONCRETE REMOVAL, TREE REMOVAL, AND MAILBOX RELOCATION TO BE INCIDENTAL TO CLEARING AND

GRUBBING PAY ITEM.

2. STORM STRUCTURES LABELED AS "MOD" DO NOT MEET FDOT STANDARDS. CONTRACTOR TO DESIGN SITE SPECIFIC STRUCTURES AS REQUIRED TO TIE TO CONSTRAINED CONDITIONS. THERE ARE PIPES WITH INSUFFICIENT COVER AND WILL PROTRUDE THROUGH THE INLET TOP. COSTS ASSOCIATED WITH DESIGN ARE

INCIDENTAL TO THE DRAINAGE STRUCTURE ITEM.

3. CONTRACTOR TO ASSUME ALL STORM STRUCTURES TO BE CAST IN PLACE.

4. COST OF ZICLA ZIPPERS TO INCLUDE TEMPORARY MARKING FOR CITY APPROVAL AND INSTALLATION PER

MANUFACTURER'S RECOMMENDATIONS.

5. TREE BRANCH PRUNING: PRUNE TREES TO CREATE 8 FOOT HIGH CLEARANCE OVER ALL SIDEWALKS.

ROADWAY ADA NOTES:

1. THE PROJECT SHALL BE CONSTRUCTED TO MEET CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN.

2. IN NO CASE SHALL A PROPOSED ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL PROPOSED SIDEWALK OR CROSSWALK SLOPES EXCEED 2.00 PERCENT. IN NO CASE SHALL PROPOSED LONGITUDINAL SIDEWALK SLOPES EXCEED 5.00 PERCENT UNLESS NOTED IN THE PLANS OR AS NEEDED TO TIE TO

EXISTING.

3. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENT ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS

WILL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES

4. ALL PROPOSED CURB RAMPS AND LANDINGS TO BE 6" THICK CONCRETE.

CITY OF GAINESVILLE GENERAL NOTES:

1. ALL WORK OUTSIDE OF FDOT RIGHT-OF-WAY, INCLUDING BUT NOT LIMITED TO EARTHWORK, ASPHALT, CONCRETE, SIGNS AND POSTS, DETECTABLE WARNING SURFACES, CONCRETE THICKNESS AND REINFORCEMENT, ECT. SHALL

MEET CITY OF GAINESVILLE STANDARDS.

2. CONTRACTOR TO PROVIDE AS-BUILT SURVEY MEETING THE CITY OF GAINESVILLE STANDARDS.

10.5'10.5' 2' 4'2'4' ±2' VARIES ±5'-8' VARIES±2'VARIES±5'-8'VARIES

M.E.

MILLING AND RESURFACING

VARIES VARIES

EXIST. TRAVEL LANEEXIST. TRAVEL LANE

EXIST.

R/W

EXIST. SOD EXIST. /

PROP.

SDWK

EXIST. SOD EXIST. /

PROP.

SDWK

EXIST. SOD

6' BUFFERED BIKE LANE6' BUFFERED BIKE LANE

℄ CONST.

±90' R/W

EXIST.

R/W

**EXIST. TYPE F CURB & GUTTER

±1.5" PAVED OVER

**EXIST. TYPE F CURB & GUTTER

±1.5" PAVED OVER

EXIST. GROUND EXIST. GROUND

M.E. M.E.M.E.

EXIST. EOP

EXIST.

R/W

EXIST.

R/W

EXIST. GROUND

12'2'5'±2'±13'±5'

±0.5'

12' 12' 2' 5' ±2' ±11.5' ±5'

±1'

EXIST.

SDWK

EXIST. SOD

**EXIST. TYPE F CURB & GUTTER

±1.5" PAVED OVER

EXIST. GROUND

**EXIST. TYPE F CURB & GUTTER

±1.5" PAVED OVER

7' BUFFERED BIKE LANE 7' BUFFERED BIKE LANE

EXIST. SOD EXIST.

SDWK

EXIST. TRAVEL LANE EXIST. TRAVEL LANETWO WAY LEFT

TURN LANE

MILLING AND RESURFACING

VARIES VARIES

±90' R/W

℄ CONST.

EXIST. EOP

LOCATION OF CROWN VARIES

DESIGN SPEED = 35 MPH

NE 9TH ST

DESIGN SPEED = 35 MPH

NE 9TH ST

ZICLA ZIPPER ZEROZICLA ZIPPER ZERO

STA. 106+68.48 TO STA. 149+17.67

STA. 161+51.92 TO STA. 176+17.64

STA. 100+25.32 TO STA. 106+68.48

M.E. M.E.

M.E.M.E.M.E.

EXIST. SOD

NOTES:

1. MILLING DEPTH SHOWN ON TYPICAL SECTIONS MAY

BE MORE THAN EXISTING ASPHALT THICKNESS.

CONTRACTOR TO MILL BASE IN THESE AREAS AND BE

PREPARED TO IMMEDIATELY START PAVING

OPERATIONS. DO NOT OPEN TRAFFIC ON LIMEROCK

BASE SURFACE.

2. SEE PLANS FOR CURB AND SIDEWALK

RECONSTRUCTION LOCATIONS

MILL & RESURFACING

*MILL EXISTING ASPHALT PAVEMENT (2.5" AVG. DEPTH)

TYPE SP-9.5 STRUCTURAL COURSE (TRAFFIC C) (1") (PG76-22)

TYPE FC-12.5 FRICTION COURSE (TRAFFIC C) (1.5") (PG76-22)

*REMOVE ASPHALT FROM CONCRETE

GUTTER AND MILL ASPHALT TO 1" DEPTH

BELOW EXISTING LIP OF CONCRETE GUTTER

**SEE PLANS FOR AREAS OF GUTTER

PAVEMENT

DATE

CHECKED BY

DRAWN BY

KHA

CDT WWW.KIMLEY-HORN.COM REGISTRY 35106

800 SW 2ND AVENUE, SUITE 100, GAINESVILLE, FL 32601

PHONE: 352-374-3274

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

SHEET

NO.

K:\GVL_RDWY\142107030-NE 9th St Design\CAD\PlanSheets\TYPICAL SECTIONS.dwg9/30/2025 12:17:56 PM

ALACHUA

DATE:

LICENSED PROFESSIONAL

PROJECT NO.

142107030 0- -

CHRISTOPHER D. TOWNE, P.E.

SEPTEMBER 2025

66928

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

CITY OF GAINESVILLE

NE 9TH STREET DESIGN

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

TYPICAL SECTIONS - (1)

EXIST.

R/W

EXIST.

R/W

DESIGN SPEED = 35 MPH

NE 9TH ST

0'-10.5'10.5'2'4'±2'±5'±5'±16' 10.5' 2' 4' 2' 4.5' ±5' VARIES

***EXIST. TYPE F CURB &

GUTTER ±1.5" PAVED OVER

EXIST.

SDWK

6' BUFFERED BIKE LANE

ZICLA ZIPPER ZERO

6' BUFFERED BIKE LANE

ZICLA ZIPPER ZERO

LOCATION OF CROWN VARIES

SEE CROSS SECTIONS

EXIST. SOD EXIST. SOD TURN LANE/GORINGTRAVEL LANE

TYPE F CURB & GUTTER

MILLING AND RESURFACING

℄ CONST.

VARIES

±90' R/W

VARIES

STA. 149+17.67 TO STA. 151+95.43

0.5'

MILL & RESURFACING

*MILL EXISTING ASPHALT PAVEMENT (2.5" AVG. DEPTH)

TYPE SP-9.5 STRUCTURAL COURSE (TRAFFIC C) (1") (PG76-22)

TYPE FC-12.5 FRICTION COURSE (TRAFFIC C) (1.5") (PG76-22)

*REMOVE ASPHALT FROM CONCRETE

GUTTER AND MILL ASPHALT TO 1" DEPTH

BELOW EXISTING LIP OF CONCRETE GUTTER

**MATCHING EXISTING CROSS SLOPE OF ADJACENT

EXISTING PAVEMENT (2% MINIMUM).

***SEE PLANS FOR AREAS OF GUTTER PAVEMENT

WIDENING/FULL DEPTH

PAVEMENT DESIGN

TYPE FC-12.5 FRICTION COURSE (TRAFFIC C) (1.5") (PG76-22)

TYPE SP-9.5 STRUCTURAL COURSE (TRAFFIC C) (1") (PG76-22)

OPTIONAL BASE GROUP 6 (8" LIMEROCK, LBR 100)

TYPE B STABILIZATION (12")

NOTES:

1. MILLING DEPTH SHOWN ON TYPICAL SECTIONS MAY BE

MORE THAN EXISTING ASPHALT THICKNESS. CONTRACTOR TO

MILL BASE IN THESE AREAS AND BE PREPARED TO

IMMEDIATELY START PAVING OPERATIONS. DO NOT OPEN

TRAFFIC ON LIMEROCK BASE SURFACE.

2. SEE PLANS FOR CURB AND SIDEWALK RECONSTRUCTION

LOCATIONS.

3. ACHIEVE FINAL ROADWAY GRADES BY MILLING, VARIABLE

THICKNESS OVERBUILD WITH TYPE SP SUPERPAVE ASPHALT

CONCRETE (TRAFFIC C) (IN ACCOURDANCE WITH FDOT

STANDARD SPECIFICATION 334), STRUCTRUAL COURSE AND

THEN FRICTION COURSE.

EXIST. EOP

TRAVEL LANE SDWK

4:1 1.50%1.50%

SOD

SOD SOD

SLOPE VARIES 2.7% - 5.9%

EXIST. SLOPE VARIES 5.9% - 6.3%

SEE CROSS SECTIONS

SLOPE VARIES 1.6% - 3.5%

SEE CROSS SECTIONS

OVERBUILD AS NEEDED

FOR SLOPE CORRECTION

5'5'VARIES

SDWK

VAR

SOD

TIE TO EXIST. GROUND

1.50% 1.50%

TIE TO EXIST. GROUND

EXIST.

R/W

4:1

SODEXIST. SOD

TYPE F CURB & GUTTER

STA. 151+95.43 TO STA. 152+91.13

SEE NOTE 3

DATE

CHECKED BY

DRAWN BY

KHA

CDT WWW.KIMLEY-HORN.COM REGISTRY 35106

800 SW 2ND AVENUE, SUITE 100, GAINESVILLE, FL 32601

PHONE: 352-374-3274

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

SHEET

NO.

K:\GVL_RDWY\142107030-NE 9th St Design\CAD\PlanSheets\TYPICAL SECTIONS.dwg9/30/2025 12:17:57 PM

ALACHUA

DATE:

LICENSED PROFESSIONAL

PROJECT NO.

142107030 0- -

CHRISTOPHER D. TOWNE, P.E.

SEPTEMBER 2025

66928

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

CITY OF GAINESVILLE

NE 9TH STREET DESIGN

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

TYPICAL SECTIONS - (2)

STA. 176+17.64 TO STA. 179+13.51***

10' 10' 9'4'±2'±7'±5'VARIES ±2' ±7' ±5'-8' VARIES

EXIST. SOD EXIST. SOD EXIST. SOD EXIST. SODEXIST. /

PROP.

SDWK

EXIST.

SDWK

TRAVEL LANETRAVEL LANE TURN LANE

**EXIST. TYPE F CURB & GUTTER

±1.5" PAVED OVER

**EXIST. TYPE F CURB & GUTTER

±1.5" PAVED OVER

EXIST. GROUND

MILLING AND RESURFACING

VARIES VARIES

±90' R/W

EXIST.

R/W

EXIST.

R/W℄ CONST.

M.E. M.E.M.E.M.E.

LOCATION OF CROWN VARIES

4' BIKE LANE

DESIGN SPEED = 35 MPH

NE 9TH ST

STA. 156+12.58 TO STA. 161+51.92

EXIST. EOP

SHARED BIKE LANE

EXIST.

SOD

EXIST.

R/W

EXIST.

R/W

0'-10.5' 10.5' 2' 4' 2' 7' 5' VARIES10.5'2'4'2'7'5'VARIES

TURN LANE/GORINGSOD SODSDWK SDWKTRAVEL LANETRAVEL LANE

MILLING AND RESURFACING

℄ CONST.

VARIES VARIES

±90' R/W

TYPE F CURB & GUTTER TYPE F CURB & GUTTER

DESIGN SPEED = 35 MPH

NE 9TH ST6' BUFFERED BIKE LANE

ZICLA ZIPPER ZERO

6' BUFFERED BIKE LANE

ZICLA ZIPPER ZERO

STA. 152+91.13 TO STA. 156+12.58

VAR 2' 2'

VAR

SODSOD

4:1

TIE TO EXIST. GROUND

1.50% 1.50%

0.5'0.5'

1.50%1.50%

EXIST. EOP

EXIST. SOD

OVERBUILD AS NEEDED

FOR SLOPE CORRECTION

SEE NOTE 3

LOCATION OF CROWN VARIES

SEE CROSS SECTIONS

SLOPE VARIES 2.7% - 4.7%

EXIST. SLOPE VARIES 2.4% - 3.5%

SEE CROSS SECTIONS

SLOPE VARIES 2.1% - 4.8%

EXIST. SLOPE VARIES 2.3% - 5.1%

SEE CROSS SECTIONS

MILL & RESURFACING

*MILL EXISTING ASPHALT PAVEMENT (2.5" AVG. DEPTH)

TYPE SP-9.5 STRUCTURAL COURSE (TRAFFIC C) (1") (PG76-22)

TYPE FC-12.5 FRICTION COURSE (TRAFFIC C) (1.5") (PG76-22)

*REMOVE ASPHALT FROM CONCRETE

GUTTER AND MILL ASPHALT TO 1" DEPTH

BELOW EXISTING LIP OF CONCRETE GUTTER

**MATCHING EXISTING CROSS SLOPE OF ADJACENT

EXISTING PAVEMENT (2% MINIMUM).

***SEE PLANS FOR AREAS OF GUTTER PAVEMENT

WIDENING/FULL DEPTH

PAVEMENT DESIGN

TYPE FC-12.5 FRICTION COURSE (TRAFFIC C) (1.5") (PG76-22)

TYPE SP-9.5 STRUCTURAL COURSE (TRAFFIC C) (1") (PG76-22)

OPTIONAL BASE GROUP 6 (8" LIMEROCK, LBR 100)

TYPE B STABILIZATION (12")

NOTES:

1. MILLING DEPTH SHOWN ON TYPICAL SECTIONS MAY BE

MORE THAN EXISTING ASPHALT THICKNESS. CONTRACTOR TO

MILL BASE IN THESE AREAS AND BE PREPARED TO

IMMEDIATELY START PAVING OPERATIONS. DO NOT OPEN

TRAFFIC ON LIMEROCK BASE SURFACE.

2. SEE PLANS FOR CURB AND SIDEWALK RECONSTRUCTION

LOCATIONS.

3. ACHIEVE FINAL ROADWAY GRADES BY MILLING, VARIABLE

THICKNESS OVERBUILD WITH TYPE SP SUPERPAVE ASPHALT

CONCRETE (TRAFFIC C) (IN ACCOURDANCE WITH FDOT

STANDARD SPECIFICATION 334), STRUCTRUAL COURSE AND

THEN FRICTION COURSE.

DATE

CHECKED BY

DRAWN BY

KHA

CDT WWW.KIMLEY-HORN.COM REGISTRY 35106

800 SW 2ND AVENUE, SUITE 100, GAINESVILLE, FL 32601

PHONE: 352-374-3274

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

SHEET

NO.

K:\GVL_RDWY\142107030-NE 9th St Design\CAD\PlanSheets\TYPICAL SECTIONS.dwg9/30/2025 12:18:02 PM

ALACHUA

DATE:

LICENSED PROFESSIONAL

PROJECT NO.

142107030 0- -

CHRISTOPHER D. TOWNE, P.E.

SEPTEMBER 2025

66928

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

CITY OF GAINESVILLE

NE 9TH STREET DESIGN

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

TYPICAL SECTIONS - (3)

DRAWN BY

KHA

CDT WWW.KIMLEY-HORN.COM REGISTRY 35106

800 SW 2ND AVENUE, SUITE 100, GAINESVILLE, FL 32601

PHONE: 352-374-3274

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

SHEET

NO.

K:\GVL_RDWY\142107030-NE 9th St Design\CAD\PlanSheets\TYPICAL SECTIONS.dwg9/30/2025 12:18:07 PM

ALACHUA

DATE:

LICENSED PROFESSIONAL

PROJECT NO.

142107030 0- -

CHRISTOPHER D. TOWNE, P.E.

SEPTEMBER 2025

66928

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

CITY OF GAINESVILLE

NE 9TH STREET DESIGN

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

DETAIL SHEET

BOARDING AND ALIGHTING DETAIL

EXIST. SIDEWALK

EDGE OF PAVEMENT

TIE TO SIDEWALK

TYPE F C&G

BOARDING AND ALIGHTING

AREA SHALL BE NO MORE THAN

2% SLOPE IN ANY DIRECTION

1.5%

NOTE:

BOARDING AND ALIGHTING

AREA TO BE CONSTRUCTED

WITH 6" CONCRETE.

N.T.S.

PROP. SIDEWALK

EXIST. TYPE F C&G EXIST. TYPE F C&G

EXIST. SIDEWALK

EXIST. EDGE OF PAVEMENT

EDGE OF PAVEMENT

8' M

° R2'

R2'

±5

6' M

ANGLED BICYCLE RAMP DETAIL

N.T.S.

DIRECTIONAL INDICATOR

TYPE D CURB

TYPE F C&G

VARIES

MATCH RAMP LENGTH

SEE PLAN SHEETS FOR

RAMP LENGTHS

1' 1'

VERTICAL DEFLECTION

MARKING DETAIL

N.T.S.

1.5" BLACK CONTRAST

EDGE (TYP.)

WHITE PREFORMED

THERMOPLASTIC MARKING

(TYP.)

EXIST. TYPE F CURB WITH

PAVED GUTTER (TYP.)

TYPE D CURB LEVEL WITH

RAISED INTERSECTION

(TYP.)

VARIES

SEE PLAN SHEETS

FOR RAMP LENGTH

SEE PLAN SHEETS

FOR CURB RADII

EXIST. TYPE F CURB WITH

PAVED GUTTER (TYP.)

TIE TO EXIST. PAVEMENT

(TYP.)

VARIES

SEE PLAN SHEETS

FOR RAMP LENGTH

VARIES

SEE PLAN SHEETS

FOR RAMP LENGTH

VARIES

SEE PLAN SHEETS FOR RAMP LENGTH

SEE PLAN SHEETS FOR

LOCATION OF CONCRETE RAMPS

SEE PLAN SHEETS FOR LENGTH

OF RAISED INTERSECTION

VARIES

SEE PLAN SHEETS

FOR RAMP LENGTH

VARIES

SEE PLAN SHEETS

FOR RAMP LENGTH

MILL AND

RESURFACE (TYP.)

EXIST. PAVEMENT (TYP.)

CONCRETE (TYP.)

SEE PLAN SHEETS FOR GRADING

OF RAISED INTERSECTIONS.

SEE SIGNING AND PAVEMENT

MARKING SHEETS FOR LOCATIONS

OF SIGNING AND MARKINGS AT

RAISED INTERSECTIONS.

RAISED INTERSECTION (TYP.)

RAISED INTERSECTION DETAIL

N.T.S.

SECTION A-A

N.T.S.

EXIST. STABILIZATION

1:18 MAX 1:18 MAX

SUPERPAVE ASPHALTIC CONCRETE (THICKNESS VARIES)

CONCRETE (6" MIN) (TYP.)

EXIST. BASE (TYP.)

PAVEMENT (SEE TYPICAL SECTIONS

FOR PAVEMENT DESIGN) (TYP.)

6" M

IN SEE PLAN SHEETS FOR GRADING

OF RAISED INTERSECTIONS

EXISTING TO PROPOSED TYPE F

CURB TRANSITION DETAIL

N.T.S.

1' TRANS.

GUTTER GUTTER

TOP OF CURB TOP OF EXIST. CURB

BACK OF CURB

FACE OF CURB

EDGE OF PAVEMENT EDGE OF PAVED GUTTER

BACK OF EXIST. CURB

FACE OF EXIST. CURB

0-1.5" VARIABLE DEPTH

PAVED GUTTER PLAN

N.T.S.

ELEVATION

N.T.S.

1.5" DEPTH PAVED GUTTER

2' 6"

0-1.5" VARIABLE DEPTH

PAVED GUTTER 1.5" DEPTH PAVED GUTTER

ASPHALT TO BE 1/4" HIGHER

THAN CONCERETE (TYP.)

TYPE D CURB TRANSITION

TO TYPE F C&G (TYP.)

RAMPVARIES1:8 MAX

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00

BEGIN NE 9TH ST CONSTRUCTION

TIE TO EXIST. PAVEMENT

STA: 100+25.32

S89°01'01"W 914.65'

LIMITS OF NE 3RD AVE CONSTRUCTION

TIE TO EXIST. PAVEMENT

STA: 216+15.83

LIMITS OF NE 3RD AVE CONSTRUCTION

TIE TO EXIST. PAVEMENT

STA: 214+85.82

S88°35'49"W 1226.99'

SHEET 09 SHEET 12 SHEET 13 SHEET 14SHEET 11SHEET 10

STA: 100+00.00

N: 243767.5029

E: 2662603.1475

NE 9TH ST ℄ CONST.

THIRD AVENUE

APARTMENTS

NE 9TH STREET

/ E

U N

N E

3R D

N E

4T H

N E

4T H

N E

5T H

N E

5T H

N E

6T H

N E

7T H

N E

7T H

N E

8T H

N E

9T H

COCA-COLA BEVERAGES

N: 244434.3420 E: 2662528.1767

N: 244437.5254 E: 2662658.1477

CBM 23018

CBM 96128

CBM 23016

CBM 23015 CBM 23014

CBM 23022

STA: 106+68.48 (NE 9TH ST)

= STA: 215+55.09 (NE 3RD AVE)

N: 244435.8292 E: 2662588.8984

STA: 126+70.24 (NE 9TH ST)

= STA: 314+21.37 (NE 8TH AVE)

N: 246437.1409 E: 2662546.2291

CBM 23017

NE 8TH AVE ℄ CONST.

NE 3RD AVE ℄ CONST.

N1°13'17"W 8480.00'

N: 243792.8172 E: 2662602.6078

NE 9TH STREET

130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00

N1°13'17"W 8480.00'

S89°13'19"W 768.61'

SHEET 15 SHEET 16 SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21

NE 9TH ST CONST.

HOWARD W BISHOP

MIDDLE SCHOOLN

N E

PUBLIC

LIBRARY

NE 9TH STREET

CBM 23013 CBM 23012 CBM 23011 CBM 23010

CBM 23009

CBM 23008 CBM 07007

STA: 152+91.13 (NE 9TH ST)

= STA: 414+02.99 (NE 16TH AVE)

N: 249057.4351 E: 2662490.3627

NE 16TH AVE ℄ CONST.

165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 184+80

END NE 9TH ST CONSTRUCTION

TIE TO EXIST. PAVEMENT

STA: 180+33.30

S88°47'04"W 1045.07'

SHEET 22 SHEET 23 SHEET 24 SHEET 25

STA: 184+80.00

N: 252245.5762 E: 2662422.3895

NE 9TH ST ℄ CONST.

N E

D A

N E

P L

N E

P L

CHELSEA

APARTMENTS

NE 9TH STREET

CBM 23007

CBM 23006

CBM 9678

STA: 179+38.37 (NE 9TH ST)

= STA: 515+57.44 (NE 23RD AVE)

N: 251704.0593 E: 2662433.9350

N: 251798.9777 E: 2662431.9113

NE 23RD AVE ℄ CONST.

N1°13'17"W 8480.00'

DATE

CHECKED BY

DRAWN BY

KHA

CDT WWW.KIMLEY-HORN.COM REGISTRY 35106

800 SW 2ND AVENUE, SUITE 100, GAINESVILLE, FL 32601

PHONE: 352-374-3274

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

SHEET

NO.

K:\GVL_RDWY\142107030-NE 9th St Design\CAD\PlanSheets\PROJECT CONTROL.dwg9/30/2025 12:18:25 PM

ALACHUA

DATE:

LICENSED PROFESSIONAL

PROJECT NO.

142107030 0- -

CHRISTOPHER D. TOWNE, P.E.

SEPTEMBER 2025

66928

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

CITY OF GAINESVILLE

NE 9TH STREET DESIGN

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

PROJECT LAYOUT AND

HORIZONTAL CONTROL 08

C H

N O

GRAPHIC SCALE IN FEET

62.5 125 250

N O

GRAPHIC SCALE IN FEET

62.5 125 250

GRAPHIC SCALE IN FEET

62.5 125 250

UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT

UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT

U T

UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT U

T U

UT UT UT UT UT UT UT

UGE

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GASGASGAS

GAS

GAS GAS

GAS GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS

UGEUGEUGEUGE

U G

E U

G E

U G

E U

G E

W W

W W W W W W W W W W W W W W W W W W W W W W W W

FOC FOC FOC FOC FOC

W W

W E W

O H

L O

H L

O H

L O

H L

OHL

OHL OHL OHL OHL OHL

OHL

O H

L O

H L

O H

OHL

O H

OHL

OHL OHL OHL OHL OHL

OHL

O H

OHL

O H

L O

H L

O H

L e

OHL OHL OHL OHL OHL OHL OHL

S S S S S S S

SSSSSSSSSSSSSS

D D

164.92 164.98 165.45 165.59 165.84

165.28165.07

164.98

165.94165.87165.65

165.87

165.46

165.46 165.98

166.05

166.23

166.26

166.57

166.58

166.35

166.83

166.52 166.86

167.06

166.99 167.23

167.30

167.18

166.64 166.86

167.40

167.58

167.41 167.65

167.80

167.67

167.19 167.56

168.10

168.11

167.95 168.15

168.41

167.97 168.08

168.58

168.65

168.37 168.58

168.92

168.82

168.35

166.19

166.21

166.24

165.62

165.36 165.49

166.43

166.79

166.90

166.84166.62

166.50

166.21

165.94 166.15 165.59

166.73 166.35

166.92 167.00

166.39

166.26 166.27165.94

165.85

165.69 165.87

166.25 166.26166.20

167.17 167.40 167.36 167.44 167.71 167.96 168.21 168.61167.40 167.30 167.66 167.84 168.18

167.26 167.44 167.43 167.51 167.77 167.99 168.25 168.70167.35 167.73 167.91 168.26

166.33 166.70 166.85 166.99 167.33 167.68 168.01 168.09

167.75167.39 167.61166.90166.57166.45165.94

166.48 166.85 167.31 167.51 167.78

166.88 167.02 166.98 167.23 167.38 167.66

167.81 167.89 168.12 168.44

168.26

165.56

166.21 166.43 167.14 167.30 167.66

166.24

165.78 166.71

165.87 166.65

165.96

165.37

166.47

167.26 167.89

166.92 167.15

168.15

167.28

168.20

167.39 167.48

168.34 168.15

167.60

168.45 168.42

167.68

167.76

168.35168.41168.11

166.11

167.22

167.93

167.82167.85

166.55166.35 166.81 166.90

168.15

167.03

168.18 168.22

167.09 167.22

168.34

167.33

168.27 168.22

167.56

166.62

167.81167.71 167.91

167.80

168.19

167.12 167.29

168.17 168.35

167.51 167.58

168.41

167.83

168.50 168.40

167.93

166.27

167.69 167.79

166.25

168.00

166.77

168.02 168.17

166.90

168.26 168.38

167.16

168.41

167.43

167.83 167.93

166.73

166.71

167.51

167.03

167.83 168.05

168.11

167.60

168.24

167.94 167.82

168.22

167.85

168.38 168.31 168.59

167.57

168.03 168.21

167.98

168.05 168.20 168.38

168.11

168.57 168.52

168.28

168.70

167.72

168.42 168.55

167.90

168.74

168.63

168.12

168.68

168.36

168.49

168.06

168.41

168.70

167.74167.58167.36166.82166.59 166.68

166.46

166.87

166.98

NE 9TH ST

/ U

NE 9TH ST ℄ CONST.

EXIST. R/W LINE

BEGIN NE 9TH ST CONSTRUCTION

BEGIN MILL AND RESURFACE

STA:100+25.32

A-14

SAWCUT C&G AT

DRIVEWAY (TYP.)

100+00 101+00 102+00 103+00 104+00

10'

+9 0.

22.2'

+0 2.

9' +9

+34± +67±

+56± +76±

+59± +79±

+55 ±, 44.23'LT

+75 ±, 44.17'LT

+93 ±, 44.22'LT

+48 ±, 44.28'LT

+86 ±, 44.18'LT

+01 ±, 43.95'LT

+51 ±, 43.86'LT

+61 ±, 43.80'LT

+96 ±, 43.76'LT

+85 ±, 43.78'LT

+66 ±, 45.39'RT

+95 ±, 45.56'RT

+29 ±, 45.22'RT

+99 ±, 45.00'RT

3' DRIVEWAY FLARE

THIS SIDE ONLY

100+75.43

39.80'LT

100+89.61

39.69'LT

ANGLED BICYCLE

RAMP PER DETAIL

SHEET 07 (TYP.)

C H

PLAN SHEET - (1)

N O

DATE

CHECKED BY

DRAWN BY

KHA

CDT WWW.KIMLEY-HORN.COM REGISTRY 35106

800 SW 2ND AVENUE, SUITE 100, GAINESVILLE, FL 32601

PHONE: 352-374-3274

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

SHEET

NO.

K:\GVL_RDWY\142107030-NE 9th St Design\CAD\PlanSheets\PLAN SHEETS.dwg9/30/2025 12:18:47 PM

ALACHUA

DATE:

LICENSED PROFESSIONAL

PROJECT NO.

142107030 0- -

CHRISTOPHER D. TOWNE, P.E.

SEPTEMBER 2025

66928

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

CITY OF GAINESVILLE

NE 9TH STREET DESIGN

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

GRAPHIC SCALE IN FEET

10 20 40

LEGEND

EXIST. TO BE

DEMOLISHED

CONCRETE CONSTRUCTION

OR REPAIR

LIMITS OF FULL DEPTH

CONSTRUCTION

LIMITS OF MILL AND

RESURFACE

DETECTABLE WARNING /

DIRECTIONAL INDICATOR

RAISED INTERSECTION

SEE DETAIL SHEET 07

LIMITS OF STORM DRAIN

TRENCHING

6 INCH CONCRETE

CORE

I.D.

ASPHALT

THICKNESS

(IN)

LIMEROCK

BASE

THICKNESS

(IN)

STATION

A-14 4.0 6.5 102+84

UT UT UT UT UT UT UT UT UT UT UT UT UT UT

U T

UT UT UT UT UT UT

U T

UT UT UT UT UT

U T

T UT

UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT

UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT

U T

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS

GAS

GASGAS

GASGASGAS

GAS GAS GAS GAS GAS GAS

W W W W W W W W W W W W W

W W

W W W W W W W

W W

W W W W W W

U T

GAS GAS GAS

W S W

O H

L O

H L

O H

OHL

O H

L O

H L

O H

L O

H L

O H

OHL

O H

OHL

OHLFO

OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL

S S S S S S S S S S S S S S S S S S S S S S S

D D D D D D D D D

S S

O H

L O

H L

O H

OHL

O H

168.58

168.92

168.82

168.35

169.10

168.57

169.12

168.75

168.92

169.39

169.42

169.10

169.48

169.79

169.92

169.70

169.58

169.27 169.76

169.94

170.13

170.12

169.99

169.56169.86

170.14

170.25

170.10

169.92

169.87

169.53

169.55

169.83

169.91

169.70

170.37

170.25

170.74 170.78

170.79

170.60

170.72

170.66

170.71

168.61 169.05 169.49 169.33169.51

168.70 169.05 169.46 169.59 169.47

168.01 168.09 168.32 168.64 168.56

168.89 168.29167.91167.75

168.12 168.44 168.61

169.17 169.37

168.26

168.93

168.69 168.78

169.54

169.73

169.61170.01170.17

32 16 9.

169.77169.34

169.49

169.23 169.31

169.54 169.70

169.37

169.72

169.66

169.81

169.89

170.18

170.16 170.22

170.59 170.79

169.46

169.29 169.47 169.51

169.76 169.79

169.75 169.97

169.87 170.23

170.23 170.14

170.90

169.74

169.62

170.04

170.23 170.55

170.82

169.59 169.78

169.72

170.13

170.26 170.32

170.61

170.92

170.84

169.35 169.11 168.89 169.02 169.40 169.89 170.32

169.76 169.53 169.36 169.42 169.81 170.31 170.57168.94 169.31 170.17

169.42 169.68 170.53

170.52

169.71

169.51 169.60

169.14 169.19

169.80

170.07 170.58

170.67

170.57

170.84169.50

170.73

170.61167.66

168.52

168.28

168.70 168.85

168.41

169.02

168.76

169.35

168.55

167.90

168.74

168.03

168.80

168.75

168.91 169.02 169.22

168.38168.20

168.68

168.36 169.11

169.64

168.74

168.06 168.73

169.49

169.23

169.35169.07

168.03

168.41

168.89 169.20

168.92

169.66 169.64

169.66170.07 16 8.

169.75

169.40 169.72

169.92

169.51

170.26 170.36 170.45

169.37

170.59

169.42 169.60

170.71

170.03

170.68

169.95

169.29

170.27

169.12

170.42

168.94

170.52

169.00

170.35

169.28

170.60 170.62

169.61

169.38 169.48

170.57

170.81170.28 170.26

168.93 169.19

170.32

170.05

170.19

170.17

170.60 170.59

170.71

170.18

170.56 170.13

170.85

170.69

170.27

0.8

23 16 9.

NE 9TH ST

N E

3R D

N E

3R D

N E

4T H

N E

4T H

NE 9TH ST ℄ CONST.

EXIST. R/W LINE

BUS STOP LOCATION, SEE

DETAIL SHEET 07

TYPE D CURB

LIMITS OF NE 3RD AVE CONSTRUCTION

STA:216+15.83

LIMITS OF NE 3RD AVE CONSTRUCTION

STA:214+85.82

109+69.64

43.28'LT

NE 3RD AVE ℄ CONST.

A-13

SAWCUT C&G AT

DRIVEWAY (TYP.)

R16.5'

R19.5'

R7.3'

R23.5'

R17.5'

R4.3'

CR-L

SIM.

DWS

DWSDWS

DWS

DWS DWS

DWS

EXIST. R/W LINE

169.66

169.59

169.62

169.17

169.10

169.04

169.26 EG

168.84 EG

169.65

169.57 EG

169.88 EG

GRADE TO DRAIN

EXIST. R/W LINE

168.59 EG

169.67 EG

170.01

168.66 EG

169.25

169.31

169.36

169.66 EG 169.64 EG

169.02 EG

169.65 EG 169.67 EG

168.92 EG

169.34 EG

169.84 EG

169.86 EG

169.26 EG

170.08

170.10

169.60

170.35

169.48

169.37

169.26

106+78.29, 68.99'RT

106+71.93, 58.18'RT

106+64.19, 58.12'RT

106+57.75, 68.99'RT

106+94.25, 55.70'RT

BEGIN TYPE D CURB

106+95.69, 45.08'RT

107+18.85, 21.45'RT

107+23.72, 21.29'RT

END TYPE D CURB

106+39.55, 55.60'RT

END TYPE D CURB

106+39.59, 47.11'RT

106+22.14, 29.52'RT

106+09.78, 29.26'RT

BEGIN TYPE D CURB

107+23.83, 14.49'LT

END TYPE D CURB

107+14.45, 14.39'LT

106+94.85, 37.64'LT

106+95.28, 53.05'LT

BEGIN TYPE D CURB

106+74.75, 60.73'LT106+60.08, 60.87'LT

106+41.63, 53.16'LT

END TYPE D CIURB

106+40.02, 40.38'LT

106+23.45, 24.03'LT

106+09.76, 23.91'LT

BEGIN TYPE D CURB

108+02.33, 42.63'LT

107+64.85, 37.61'LT

108+23.18, 30.70'LT

108+59.70, 30.96'LT

105+00 106+00 107+00 108+00 109+00

108+69.91, 27.36'LT

+4 7.

12.9'

+7 3.

15.1'

107+17.65

14.36'LT

107+17.72, 21.28'RT

106+95.38, 49.70'RT

106+39.73, 49.46'RT

106+19.82, 29.40'RT

106+19.93, 23.83'LT

106+40.24, 47.16'LT 106+94.66, 47.03'LT

+20 ±, 46.10'RT

+15 ±, 46.11'RT

106+24.26, 46.68'RT

106+22.99, 42.96'LT

+51±

BUS STOP LOCATION, SEE

DETAIL SHEET 07

107+91.51, 34.18'RT

C H

PLAN SHEET - (2)

N O

DATE

CHECKED BY

DRAWN BY

KHA

CDT WWW.KIMLEY-HORN.COM REGISTRY 35106

800 SW 2ND AVENUE, SUITE 100, GAINESVILLE, FL 32601

PHONE: 352-374-3274

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

SHEET

NO.

K:\GVL_RDWY\142107030-NE 9th St Design\CAD\PlanSheets\PLAN SHEETS.dwg9/30/2025 12:18:58 PM

ALACHUA

DATE:

LICENSED PROFESSIONAL

PROJECT NO.

142107030 0- -

CHRISTOPHER D. TOWNE, P.E.

SEPTEMBER 2025

66928

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

CITY OF GAINESVILLE

NE 9TH STREET DESIGN

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

.A .C

GRAPHIC SCALE IN FEET

10 20 40

LEGEND

EXIST. TO BE

DEMOLISHED

CONCRETE CONSTRUCTION

OR REPAIR

LIMITS OF FULL DEPTH

CONSTRUCTION

LIMITS OF MILL AND

RESURFACE

DETECTABLE WARNING /

DIRECTIONAL INDICATOR

RAISED INTERSECTION

SEE DETAIL SHEET 07

LIMITS OF STORM DRAIN

TRENCHING

6 INCH CONCRETE

CORE I.D.

ASPHALT

THICKNESS

(IN)

LIMEROCK

BASE

THICKNES

S (IN)

A-13 2.0 6.5 108+38

UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT

UT UT UT UT UT UT UT UT UT UT UT UT UT UT

U T

UGE

GAS

GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS

GAS

GAS GAS

GAS

GAS GAS

GAS GAS GAS GAS GAS GAS

W W W W

W W

W W W W W W W W W W W W W W W

W W W W W W W W W W W W W W

W W

W W W

W W W W W

G TELEE

O H

OHL

O H

OHL

W W W

W W

S S S S S S S

UTUT

GAS GAS GAS GAS

OHL OHL OHL OHL OHLOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL

S S S S

S S

D D

D D D D D D DD…

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File details come from the government source that posted it. Updated Mar 30, 2026.