34-0007_-_COG_-_RTS_Eastside_Bus_Facility_-_CIVIL_Addendum_1_Combined.pdf

1-800-432-4770

BEFORE YOU DIG !

CALL SUNSHINE STATE ONE CALL OF FLORIDA

AT LEAST TWO FULL BUSINESS DAYS BEFORE

DIGGING OR DISTURBING EARTH

Know what's below.

before you dig.Call

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Project Number: 24-0965 Date: 2026-04-01 Drawn By: GSW Checked By: WFO

LOT 3, INTERSECTION OF S.E.

HAWTHORNE RD & S.E. 21ST STREET

EASTSIDE BUS

TRANSFER FACILITY

REVISIONS

DESIGN PHASE:

CITY OF GAINESVILLE

DEPARTMENT OF TRANSPORTATION

100% CONSTRUCTION

DOCUMENTS

SUBMITTALS

25-11-05 CITY OF GAINESVILLE, GRU, SJRWMD

26-03-13 CITY OF GAINESVILLE, GRU

SHEET NUMBER DESCRIPTION

C0.00 COVER SHEET AND INDEX

C0.10 GENERAL NOTES

C0.11 LEGEND

C0.21 STORMWATER POLLUTION PREVENTION PLAN AND DETAILS

C0.30 DEMOLITION AND TREE PROTECTION PLAN

C1.00 MASTER SITE PLAN

C1.10 DETAILED HORIZONTAL CONTROL PLAN

C2.10 DETAILED GRADING AND DRAINAGE PLAN

C2.30 CONSTRUCTION DETAILS

C3.10 DETAILED UTILITY PLAN

LS-1 LANDSCAPE SCHEDULE, NOTES, AND DETAILS

THE WATER & WASTEWATER SYSTEM

DESIGN IS IN ACCORDANCE WITH

CURRENT GRU DESIGN STANDARDS.

THE WATER & WASTEWATER SYSTEM

DESIGN IS IN ACCORDANCE WITH

CURRENT GRU DESIGN STANDARDS.

THE WATER & WASTEWATER SYSTEM

DESIGN IS IN ACCORDANCE WITH

CURRENT GRU DESIGN STANDARDS.

THE WATER & WASTEWATER SYSTEM

DESIGN IS IN ACCORDANCE WITH

CURRENT GRU DESIGN STANDARDS.

THE WATER & WASTEWATER SYSTEM

DESIGN IS IN ACCORDANCE WITH

CURRENT GRU DESIGN STANDARDS.

DATE:

FL PE No. 94201

WALKER FAIN OWEN

1. NOTIFY GRU WASTEWATER ENGINEERING 48

HOURS PRIOR TO CONSTRUCTION AT 352-393-1633;

IF PROPER NOTIFICATION IS NOT MADE,

CONTRACTOR IS SUBJECT TO STOP WORK ORDER.

2. NOTIFY GRU ELECTRIC INSPECTIONS 48 HOURS

PRIOR TO CONSTRUCTION AT 352-339-0430; IF

PROPER NOTIFICATION IS NOT MADE, CONTRACTOR

IS SUBJECT TO BE SHUT DOWN.

JESUS GOMEZ

CITY OF GAINESVILLE DEPARTMENT OF TRANSPORTATION

34 SE 13TH ROAD

GAINESVILLE, FL 32601

(352)393-7860 GomezJM@cityofgainesville.org

BARNETT CHENAULT

112 SW 6TH ST

GAINESVILLE, FL 32601

(352)378-4400

Barnett@monarcharchitecture.com

JOHN-MICHAEL SIMPSON, P.L.A.

CHW, AN NV5 COMPANY

11801 RESEARCH DRIVE

ALACHUA, FL 32615

(352)331-1976

John-Michael.Simpson@nv5.com

WALKER F. OWEN, P.E.

NV5

11801 RESEARCH DRIVE

ALACHUA, FLORIDA 32615

(352)331-1976 Walker.Owen@nv5.com

WILLIAM T. STORMANT

NV5

11801 RESEARCH DRIVE

ALACHUA, FLORIDA 32615

(352)331-1976 Bill.Stormant@nv5.com

ERIC THROCKMORTON

NV5

11801 RESEARCH DRIVE

ALACHUA, FLORIDA 32615

(919)630-0547 Eric.Throckmorton@nv5.com

MATT THOELE

H2 ENGINEERING

2246 NW 40TH TERRACE, SUITE B

GAINESVILLE, FLORIDA 32605

(904)613-3639 MThoele@h2engineering.com

SE HAWTHORNE RD/SR20

E UNIVERSITY AVE/SR26

N E

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TOTAL ONSITE IMPERVIOUS AREA =

ALL UTILITY SERVICES SHALL BE INSTALLED BELOW GRADE PER LDC SECTION 30-345.

WATER: - GRU

WASTEWATER: - GRU

ELECTRIC: - GRU

GAS: - GRU

58 REGULAR & 4 HANDICAP SPACES = 62 PROVIDED SPACES; 30 BIKE SPACES

PRINCIPAL CIVIC ASSEMBLY AREA: 1,708 S.F.

PROJECT BUS TERMINAL SEAT: 60

MAX. CAR, CIVIC ASSEMBLY: MAXIMUM 2 FOR EACH 40 S.F. OF FLOOR AREA IN PRINCIPAL AREA OF ASSEMBLY = 86 SPACES MAX. CAR, BUS TERMINAL: MAXIMUM 1 FOR EACH 3 SEATS OF SEATING CAPACITY IN WAITING TERMINALS = 20 SPACES

REQ. BIKE, CIVIC ASSEMBLY: REQUIRED 20% OF MAX. CAR = 18 SPACES

REQ. BIKE, BUS TERMINAL: 10% OF REQUIRED CAR SPACES = 2 SPACES

LOWEST DISCHARGE EL. (SF)LOWEST DISCHARGE EL. (CF)ELEVATION (FT) NAVD88

DETERMINED AT THE TIME OF REZONING

5. STORMWATER MANAGEMENT UTILITY DATA:

BUFFERS:

4. UTILITIES:

PROVIDED:

EX. IMPERVIOUS PAVEMENT=

TOTAL IMPERVIOUS AREA=

TOTAL AREA=

1. DEVELOPMENT DATA:

3. PARKING, PER LDC:

EXISTING SMF-2/SMF-3* (WET DETENTION)

PROPOSED DEVELOPMENT

186,000 S.F. 100.0% 0.8%1,531 S.F.

THE PROJECT MUST COMPLY WITH ALL NPDES CRITERIA BOTH DURING AND AFTER CONSTRUCTION.

63,162 S.F. 34.0%

4.27 ACRES

127.50

6. REFUSE COLLECTION: INTERIOR TRASH AND RECYCLING COLLECTION. REFER TO ARCHITECTURAL PLANS FOR DETAILS.

7. SITE LIGHTING WILL UTILIZE GRU RENTAL LIGHTS.

8. ALL NEW TRAFFIC CONTROL DEVICES (SIGNS AND PAVEMENT MARKINGS) SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD) AND FLORIDA D.O.T. STANDARDS.

9. FIRE PROTECTION: THE BUILDING SHALL COMPLY WITH THE FLORIDA FIRE PREVENTION CODE. FIRE PROTECTION SYSTEMS PROVIDED IN THE STRUCTURES SHALL BE INSTALLED IN FULL COMPLIANCE WITH THE APPROPRIATE FIRE PROTECTION AND BUILDING CONSTRUCTION STANDARDS. ALL STABILIZED SURFACES MUST BE IN PLACE PRIOR TO ANY ACCUMULATION OF COMBUSTIBLES ON SITE. THE BUILDING IS

NOT SPRINKLED.

10. THE OWNER OR OWNER'S AUTHORIZED AGENT SHALL DEVELOP A FIRE SAFETY PROGRAM TO ADDRESS ALL ESSENTIAL FIRE AND LIFE SAFETY REQUIREMENTS FOR THE DURATION OF DEMOLITION, ALTERATION AND CONSTRUCTION. AS SPECIFIED IN THE FLORIDA FIRE PREVENTION CODE, INCLUDEING NFPA 241, THE FIRE SAFETY PROGRAM SHALL INCLUDE AN EMERGENCY RESPONSE PLAN, AS WELL AS IDENTIFYING FIRE PREVENTION PRECAUTIONS, SITE AND BUILDING EMERGENCY ACCESS ROUTES, TEMPORARY AND PERMANENT WATER SUPPLIES, BUILDING EGRESS ROUTES, GOOD HOUSEKEEPING PRACTICES, AND FIRE PROTECITON SYSTEM INSTALLATION AND MAINTENANCE. [GAINESVILLE FIRE PREVENTION AND PROTECTION CODE SECTION 10-9 (NFPA 1-16)].

IN-BUILDING PUBLIC SAFETY RADIO ENHANCEMENT SYSTEMS SHALL BE PROVIDED IN ALL BUILDINGS WHERE MINIMUM RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT COMMUNICATIONS IS NOT ACHIEVED AT A LEVEL DETERMINED BY THE AHJ. IT IS HIGHLY RECOMMENDED THAT DEVELOPERS EVALUATE AND ADDRESS THE POTENTIAL NEED FOR IBPRES IN THE EARLY STAGES OF PROJECT PLANNING. FOR ADDITIONAL SPECIFIC REQUIREMENTS PERTAINING TO SIGNAL STRENGTH, COVERAGE, MAINTENANCE AND TESTING REFER

TO NFPA 72-14.4.12 AND 24.5.2.

[GAINESVILLE FIRE PREVENTION AND PROTECTION CODE SECTION 10-9 (NFPA 1-11.10)]

DESCRIPTION: THE PROJECT PROPOSES THE DEVELOPMENT OF A ±5,400 SF BUS TRANSFER STATION AND ASSOCIATED IMPERVIOUS PAVEMENT AND SIDEWALKS, FOR A TOTAL OF ±1.45 ACRES OF IMPERVIOUS AREA.

PROPOSED LAND USE

21. TRAFFIC STATEMENT:

THE PROJECT TRAFFIC GENERATION IS CALCULATED FROM TRIP GENERATION RATES PUBLISHED IN THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE) TRIP GENERATION, AN INFORMATIONAL REPORT, 12TH EDITION.

AM PEAK HRADT PM PEAK HR

22. PARCEL INFORMATION:

170,717 54,088

TAX PARCEL # 11299-003-000

23. BUILDING OCCUPANCY CLASS: MIXED A-3/B

BUILDING CONSTRUCTION TYPE: TYPE IIB

24. BUILDING AREA TABULATION: FBC GFA(LDC)

BUILDING: 5,210 SF NONE

BUILDING HEIGHT: PER FBC 2023 - 22' 6", PER LDC - NONE

25. PROPOSED USE:

THE ON-SITE BUILDING WILL BE A CIVIC FACILITY.

26. CONSTRUCTION TO BEGIN BY JUNE 2026 AND TO BE COMPLETED BY JUNE 2027.

2. SITE ZONING: PUBLIC SERVICES AND OPERATIONS (PS)

LAND USE:

PUBLIC AND INSTITUTIONAL FACILITIES (PF)

QUANTITY

11. NO GENERAL HAZARDS ARE PROPOSED FOR THIS PROJECT.

12. THERE ARE NO KNOWN SPECIAL FIRE PROTECTION CONCERNS.

13. A KNOX BOX WILL BE PROVIDED TO ENSURE EMERGENCY ACCESS TO THE "RESTRICTED ACCESS OCCUPANCY".

RESTRICTED ACCESS OCCUPANCY MEANT; ANY MULTIPLE RESIDENTIAL OCCUPANCY WITH INTERIOR CORRIDORS THAT LEAD TO INDIVIDUAL RESIDENTIAL UNITS, TO WHICH GENERAL PUBLIC ACCESS IS RESTRICTED. [GAINESVILLE FIRE

PREVENTION AND PROTECTION CODE SECTION 10-16 (B)].

14. THE SITE IS NOT IN THE HISTORICAL PRESERVATION DISTRICT.

15. THE SITE IS LOCATED IN FEMA FLOOD ZONE A. A LOMR IS BEING PROCESSED TO REMOVE THE FLOOD ZONE A

DESIGNATION FROM THE SITE AREA.

16. THE SITE IS NOT AFFECTED BY WETLANDS REGULATIONS.

17. THE SITE IS NOT LOCATED ON A NATURE PARK, GREENWAY, OR GATEWAY DISTRICT.

18. THE SITE IS NOT LOCATED WITHIN THE WELLFIELDS PROTECTION DISTRICT.

19. THE MAXIMUM HEIGHT OF THE PROPOSED STRUCTURE IS LESS THAN 125 FEET. PER APPENDIX F SECTION II.A2.b. THIS STRUCTURE IS WITHIN SUBZONE 2, LESS THAN 200 FEET TALL, AND IS THEREFORE NOT TO BE CONSIDERED A

"POTENTIAL AIRPORT OBSTRUCTION".

20. THE SITE COMPLIES WITH THE MOST CURRENT FLORIDA BUILDING CODE, AND ALL RELATED CODES AND FLORIDA

HANDICAPPED ACCESSIBILITY CODES AND STANDARDS INCLUDING THE FOLLOWING:

FLORIDA BUILDING CODE - BUILDING 2023 EDITION

FLORIDA BUILDING CODE - PLUMBING 2023 EDITION

FLORIDA BUILDING CODE - MECHANICAL 2023 EDITION

FLORIDA BUILDING CODE - ENERGY CONSERVATION 2023 EDITION

FLORIDA BUILDING CODE - ACCESSIBILITY 2023 EDITION

NATIONAL ELECTRICAL CODE 2020 EDITION

FLORIDA FIRE PREVENTION CODE - 2023 EDITION - FIRE CODE *BASED ON NFPA 1 2021

FLORIDA FIRE PREVENTION CODE 2023 EDITION - LIFT SAFETY CODE *BASED ON NFPA 101 2018 EDITION

FLORIDA FIRE PREVENTION CODE - 2023 EDITION

NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2022 EDITION

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

PARK-AND-RIDE LOT WITH BUS SERVICE (090) 62 SPACES 279 40

OPEN AREA= 66.0%122,838 S.F.

NET NEW TRIPS 279 40

63,612 S.F.

DETENTION AREA ATDETENTION VOL. BELOWBASIN ID LOWEST DISCHARGE

* EXISTING SMF-2 AND 3 ARE A COMBINED WET DETENTION SYSTEM CONNECTED VIA EQUALIZER PIPE.

THE PROJECT DOES NOT PROPOSE TO MODIFY THE EXISTING SYSTEM.

C0.00

COVER SHEET AND INDEX

ELECTRIC DESIGN PROVIDED BY GRU ENERGY

DELIVERY

P1 PHOTOMETRIC PLAN

P2 STATS, SCHEDULE, AND DETAILS

P3 CUT SHEETS

A101

A201-203

PLAN - OVERALL

EXTERIOR ELEVATIONS

C0.20 STORMWATER POLLUTION PREVENTION NOTES

C0.15 EXISTING CONDITIONS MAP

LS-2 LANDSCAPE PLAN

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TIGERT

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GEOLOGICAL

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RESERVATION

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CR 2082

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PROJECT SITE

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VICINITY MAP

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NORTH

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PROJECT SITE

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ALACHUA COUNTY, FLORIDA

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EASTSIDE BUS

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FOR:

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CONSTRUCTION PLANS

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SECTION 03, TOWNSHIP 10 SOUTH, RANGE 20 EAST

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SUBMITTED TO:

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SHEET INDEX

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FOR REVIEW ONLY

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GRU CERTIFICATION

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GRU NOTIFICATIONS

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CITY OF GAINESVILLE

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GAINESVILLE REGIONAL UTILITIES

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ST JOHNS RIVER WATER MANAGEMENT DISTRICT

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FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

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%%ULANDSCAPE ARCHITECT

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%%UCIVIL ENGINEER

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%%UOWNER/DEVELOPER

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GENERAL NOTES

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TRANSFER STATION

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GRU ELECTRIC

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Project Number: 24-0965 Date: 2026-04-01 Drawn By: GSW Checked By: WFO

LOT 3, INTERSECTION OF S.E.

HAWTHORNE RD & S.E. 21ST STREET

EASTSIDE BUS

TRANSFER FACILITY

REVISIONS

DESIGN PHASE:

CITY OF GAINESVILLE

DEPARTMENT OF TRANSPORTATION

100% CONSTRUCTION

DOCUMENTS

SUBMITTALS

25-11-05 CITY OF GAINESVILLE, GRU, SJRWMD

26-03-13 CITY OF GAINESVILLE, GRU

1. THE TOPOGRAPHIC AND EXISTING INFORMATION SHOWN HEREON WERE TAKEN FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CHW, AND DATED MAY 13, 2022.

2. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAS BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. THE RESPECTIVE UTILITY COMPANIES SHALL RELOCATE ALL UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING THE RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE

ALLOWED.

3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE APPROPRIATE UTILITY COMPANIES IN ORDER TO ALLOW MARKING OF THE LOCATIONS OF EXISTING UNDERGROUND FACILITIES IN ADVANCE OF CONSTRUCTION BY CALLING THE FLORIDA SUNSHINE STATE ONE-CALL CENTER, INC. AT 1-800-432-4770 OR 811. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "SUNSHINE" 48 HOURS PRIOR TO ANY CLEARING OF CONSTRUCTION TO IDENTIFY ALL UTILITY LOCATIONS. NO CONSTRUCTION ACTIVITY MAY OCCUR UNTIL THE UTILITIES HAVE BEEN PROPERLY MARKED.

4. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL LOCATION AND VERTICAL LOCATION OF ALL EXISTING UTILITIES WITHIN THE LIMITS OF THE PROJECT ENVELOPE SHOWN PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL CALL ALL UTILITY COMPANIES TO HAVE THE LOCATIONS OF ALL UTILITIES FIELD MARKED PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONTINUING

CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK

PERFORMED BY THE CONTRACTOR.

6. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO

EXTRA COMPENSATION WILL BE ALLOWED.

7. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE

WORK INCLUDING LANDSCAPING.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY AND/OR MUNICIPALITY

INSTRUCTIONS.

9. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY.

TRENCHES SHALL BE KEPT DRY WHILE PIPES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED, AND PERMITTED THROUGH LOCAL GOVERNMENTAL AGENCIES AND WATER MANAGEMENT DISTRICT PER CURRENT REGULATIONS AT THE SOLE COST OF THE CONTRACTOR.

11. CONTRACTOR TO REVIEW GEOTECHNICAL REPORT AND BORINGS PRIOR TO BIDDING THE PROJECT AND FOLLOW OUTLINED CONSTRUCTION TECHNIQUES.

12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SERVICES OF AN APPROVED TESTING LABORATORY AND/OR SOILS ENGINEER, APPLICABLE REGULATORY AGENCIES, AND AS MAY BE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS OR SPECIFICATIONS. CONTRACTOR TO VERIFY ALL TESTING WITH THE OWNER PRIOR TO COMMENCING CONSTRUCTION. UPON COMPLETION OF THE WORK, THE TESTING LABORATORY AND/OR SOILS ENGINEER MUST SUBMIT TO THE OWNER'S ENGINEER CERTIFICATIONS STATING THAT ALL REQUIREMENTS HAVE BEEN MET.

13. INSTALL SILT FENCE PRIOR TO SITE DEMOLITION OR NEW SITE CONSTRUCTION. INSTALL SILT FENCE PER FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL AND PROVIDE TOE-IN. THE CONTRACTOR SHALL MAINTAIN THE SILT FENCE IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PHASE. THE PROJECT SILT FENCE SHALL BE INSPECTED DAILY AND ANY CORRECTIVE MEASURES SHALL BE COMPLETED WITHIN 24 HOURS.

14. THE CONTRACTOR SHALL CALL THE NATURE OPERATIONS DIVISION AT (352)393-8171 FOR A TREE BARRICADE INSPECTION PRIOR TO BEGINNING ANY CONSTRUCTION.

15. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.

16. ALL DELETERIOUS MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER'S ENGINEER OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED AND REMOVED FROM THE SITE. EXCAVATED AREAS ARE TO BE BACKFILLED WITH

APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE AREAS.

17. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS SHALL BE SODDED, SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL, AS DIRECTED BY THESE PLANS, IMMEDIATELY FOLLOWING CONSTRUCTION PER LOCAL

INSPECTOR.

18. WORK BEING PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON THE SITE BY OTHER CONTRACTORS AND/OR UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER

CONTRACTORS AND UTILITY COMPANIES.

19. ALL PAVEMENT DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

20. THE GOVERNING STANDARDS AND SPECIFICATIONS, UNLESS STATED OTHERWISE SHALL BE PER FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, FY 2025-26 BRIDGE CONSTRUCTION AND ROAD CONSTRUCTION, AS AMENDED BY CONTRACT DOCUMENTS. ALL MATERIALS AND METHODS SHALL MEET FDOT

SPECIFICATIONS AND SHALL BE PRODUCED OR OBTAINED FROM AN FDOT APPROVED SOURCE.

21. ALL NEW TRAFFIC CONTROL DEVICES (SIGNS AND PAVEMENT MARKINGS) SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND

FDOT STANDARDS.

22. ALL STRIPING WITHIN REPAVED AREAS OF THE CITY RIGHT OF WAY SHALL BE PLACED FIRST AS TEMPORARY STRIPING FOLLOWED BY APPLICATION OF THERMOPLASTIC

STRIPING 30 DAYS LATER.

23. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER BENCHMARKS ON-SITE. EXISTING BENCH MARKS SCHEDULED FOR REMOVAL SHALL BE RELOCATED AT

CONTRACTORS EXPENSE AND RE-ESTABLISHED BY A LICENSED SURVEYOR.

24. ALL HANDICAP RAMPS SHALL COMPLY WITH THE FLORIDA ACCESSIBILITY CODE AND AMERICANS WITH DISABILITIES ACT.

25. A PRE-CONSTRUCTION CONFERENCE SHALL BE REQUIRED. THE CONTRACTOR, ENGINEER OF RECORD, AND THE OWNER SHALL MEET WITH THE CITY OF GAINESVILLE

PUBLIC WORKS DEPARTMENT PRIOR TO INITIATION OF SITE CONSTRUCTION IF REQUIRED.

26. ANY CHANGE ORDER REQUESTS, SITE REVISIONS, AND PAY REQUESTS MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD.

27. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AS NEEDED THROUGHOUT ALL CONSTRUCTION ACTIVITIES COVERED BY THESE PLANS. DEWATERING SHALL BE

DONE IN ACCORDANCE WITH FDOT FY 2025-26 STANDARD SPECIFICATIONS, SECTION 120.

28. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE AND COST OF ALL CLEARING AND GRUBBING AND ALL WORK OF REMOVAL, DISPOSAL, AND REPAIR OR REPLACEMENT OF EXISTING IMPROVEMENTS WHERE SHOWN IN THE PLANS, OR ORDERED BY THE ENGINEER TO BE REMOVED, OR WHERE REQUIRED BECAUSE OF THE CONSTRUCTION OPERATIONS, IN ORDER TO CONSTRUCT THE PROPOSED IMPROVEMENTS (THIS INCLUDES BUT IS NOT LIMITED TO PROPOSED PIPING, STRUCTURES, UTILITIES, PAVING, CURBING, ETC.).

29. ALL WORK WITHIN OR ON CITY/COUNTY OWNED AND MAINTAINED FACILITIES, ROW, OR EASEMENTS AS WELL AS ALL STORMWATER INFRASTRUCTURE, WETHER ON

PRIVATE OR PUBLIC PROPERTY, REQUIRES AS-BUILT PLANS.

30. AN AS-BUILT SURVEY MAY BE REQUIRED BY REGULATORY AGENCIES. CONTRACTOR TO COORDINATE WITH PROJECT OWNER FOR COMPLETION OF AS-BUILT SURVEYS

PRIOR TO PROJECT / PERMIT CLOSE-OUT.

31. AN INTERIM SURVEY PERFORMED BY A REGISTERED LAND SURVEYOR IS REQUIRED PRIOR TO THE SMF BEING COVERED OR BURRIED TO CONFIRM GENERAL CONFORMANCE WITH THE VERTICAL HORIZONTAL EXTENTS AND CONTROL ELEVATIONS OF THE STORMWATER SYSTEM(S).

1. CALL THE BUILDING DEPARTMENT AT (352)334-5050 FOR A DEMOLITION INSPECTION PRIOR TO ANY DEMOLITION ACTIVITIES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL DEMOLITION MATERIALS IN A SAFE AND LAWFUL MANNER. THE CONTRACTOR SHALL SALVAGE TO THE OWNER ANY ITEM AS DETERMINED BY THE OWNER. ONCE DEMOLISHED, MATERIAL SHALL BE DISPOSED OF PROPERLY AND IMMEDIATELY.

3. REMOVE ALL IMPROVEMENTS DEFINED ON THE DEMOLITION PLAN. SALVAGE ITEMS TO OWNER AS DEFINED BY THE OWNER'S REPRESENTATIVE AND CONSTRUCTION

DOCUMENT SPECIFICATIONS.

4. EXISTING PAVEMENT AND SIDEWALK EDGES THAT BORDER NEW CONSTRUCTION OR DEMOLITION ARE TO BE SAW-CUT TO PROVIDE A SMOOTH TRANSITION.

5. ALL EXISTING TREES ARE TO REMAIN UNLESS OTHERWISE NOTED.

6. ROOTS LARGER THAN 1 INCH IN DIAMETER ON TREES TO BE PRESERVED THAT ARE ENCOUNTERED DURING CONSTRUCTION MUST BE CUT CLEANLY AND COVERED

OVER WITH SOIL BY THE END OF THE WORKING DAY.

7. ALL ASPHALT AND LIMEROCK WILL BE COMPLETELY REMOVED FROM AREAS THAT WILL BE LANDSCAPED. IN PARTICULAR, AREAS WHERE ASPHALT WILL BE REMOVED MUST HAVE THE TOP HARD SURFACE, LIMEROCK, AND COMPACTED SOIL REMOVED. REPLACEMENT SOIL SHALL BE CLEAN DEEP FILL OF PH 5.5 - 6.5. THE DEPTH OF UNCOMPACTED SOIL PRIOR TO PLANTING MUST BE AT LEAST 3 FEET TO ACCOMMODATE FUTURE TREE ROOT GROWTH. NO LIMEROCK, LARGE STONES, OR OTHER

CONSTRUCTION DEBRIS CAN REMAIN IN AREAS TO BE LANDSCAPED.

1. THE CONTRACTOR IS RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL PRACTICES DURING CONSTRUCTION TO MINIMIZE ON-SITE EROSION/SEDIMENTATION AND TO PROTECT AGAINST DAMAGE TO OFF SITE PROPERTY. THE FOLLOWING PRACTICES SHALL BE EMPLOYED:

A. EROSION AND SEDIMENTATION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AREAS OF OFF-SITE DISCHARGE DURING CONSTRUCTION SHALL BE PROTECTED WITH A SEDIMENT BARRIER PER FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL TO PREVENT OFF-SITE DISCHARGE OF SEDIMENTS. A SILT BARRIER SHALL SPECIFICALLY BE REQUIRED, CONSTRUCTED, AND MAINTAINED AS INDICATED ON THIS SHEET. TEMPORARY SEED AND MULCH SHOULD BE USED TO CONTROL ON-SITE EROSION WHEN IT IS NOT PRACTICAL TO ESTABLISH PERMANENT VEGETATION. SOD SHALL BE PLACED AS EARLY AS POSSIBLE ON ALL SLOPES STEEPER THAN 5 (FT) HORIZONTAL TO 1 (FT) VERTICAL. SOD SHALL BE PINNED AS REQUIRED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PHASE. THE CONTRACTOR SHALL INSPECT AND REPAIR AS NECESSARY THE EROSION/SEDIMENTATION

PROTECTION AT THE END OF EACH WORKING DAY.

NOTE: EROSION/SEDIMENTATION CONTROL SHALL BE PLACED PRIOR TO SITE EXCAVATION AND SHALL REMAIN IN PLACE UNTIL SITE VEGETATION AND LANDSCAPING IS

COMPLETE.

B. ALL INLET STRUCTURES AND PIPE SHALL BE PROTECTED FROM SILTATION BY CONSTRUCTING INLET PROTECTION AS DEFINED BY THESE PLANS OR IN THE FDOT STANDARDS. IF SILTATION OCCURS, THE CONTRACTOR IS RESPONSIBLE TO REMOVE SILTATION AS PART OF THE BASE CONTRACT AT NO ADDITIONAL COST TO THE OWNER.

C. PERMANENT VEGETATIVE STABILIZATION SHALL BE APPLIED ON FINE GRADED SITES AS SOON AS PRACTICAL. TEMPORARY SEEDING SHOULD BE EMPLOYED TO PREVENT

EXPOSURE OF BARREN SOILS UNTIL PERMANENT VEGETATION CAN BE APPLIED.

D. ALL SLOPES 3:1 OR STEEPER REQUIRE LAPPED OR PEGGED SOD.

E. EROSION, SEDIMENT AND TURBIDITY CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR. THESE DELINEATED MEASURES ARE THE MINIMUM REQUIRED, WITH ADDITIONAL CONTROLS TO BE UTILIZED AS NEEDED, DEPENDENT UPON ACTUAL SITE CONDITIONS AND CONSTRUCTION OPERATION.

F. ALL SYNTHETIC BALES, SILT FENCE, AND OTHER EROSION CONTROL MEASURES SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL MAINTAIN IN HIS POSSESSION A COPY OF THE WATER MANAGEMENT DISTRICT CONSTRUCTION PERMIT. HE SHALL BE RESPONSIBLE FOR ADHERENCE

TO ALL CONDITIONS CONTAINED IN THE PERMIT.

3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.

4. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER AND OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THIS SITE.

FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. ENGINEER'S APPROVAL OF A SHOP DRAWING DOES NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR THE PERFORMANCE OF THE ITEM.

5. THE COST OF ALL TESTING OF COMPACTION AND OTHER REQUIRED TESTS SHALL BE PAID BY THE CONTRACTOR AND MADE AVAILABLE TO THE ENGINEER OF RECORD DURING

SITE INSPECTIONS.

6. GENERAL CONTRACTOR TO CONTACT ENGINEER OF RECORD AND THE OWNER REPRESENTATIVE 48 HOURS IN ADVANCE PRIOR TO BACKFILLING TRENCHES FOR FIELD

INSPECTION AND PRIOR TO LAYING ASPHALT FOR FIELD INSPECTION.

7. CONTRACTOR IS TO SUBMIT CITY OF GAINESVILLE APPROVED ASPHALT DESIGN MIXES TO THE OWNER'S REPRESENTATIVE AND ENGINEER OF RECORD BEFORE ANY WORK IS TO COMMENCE ON PROJECT. THE MIXTURE AT THE PLANT OR ON THE ROAD SHALL NOT EXCEED 335 DEGREES. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE

AND PROVIDE TEMPERATURE READINGS PRIOR TO LAYING ASPHALT.

8. AS DETERMINED NECESSARY AND DIRECTED BY CITY OF GAINESVILLE PUBLIC WORKS DEPARTMENT OR ENGINEER OF RECORD, THE CONTRACTOR SHALL UNDERCUT ALL UNSUITABLE MATERIAL 24 INCHES BELOW THE BOTTOM OF ANY PROPOSED LIMEROCK BASE, AND SHALL BACKFILL WITH FILL MATERIAL MEETING FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SEE FDOT INDEX 120-001 AND 120-002.

9. PROVIDE LEVEL PLATFORM IN FRONT OF ALL EGRESS DOORS. THE FLOOR SURFACE ON BOTH SIDES OF A DOOR SHALL BE AT THE SAME ELEVATION. THE FLOOR SURFACE OR LANDING ON EACH SIDE OF THE DOOR SHALL EXTEND FROM THE DOOR IN THE CLOSED POSITION A DISTANCE EQUAL TO THE DOOR WIDTH AND SHALL COMPLY WITH SECTION 4.13.6 MANEUVERING CLEARANCES AT DOORS OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION.

10. RAMPS SHALL HAVE LEVEL LANDINGS AT THE BOTTOM AND TOP OF EACH RAMP RUN. CURB RAMPS ARE NOT REQUIRED TO HAVE LANDINGS. LANDINGS SHALL HAVE THE

FOLLOWING FEATURES:

A. THE LANDING SHALL BE AT LEAST AS WIDE AS THE RAMP RUN LEADING TO IT.

B. ALL LANDINGS ON RAMPS SHALL BE NOT LESS THAN 60" CLEAR, AND THE BOTTOM OF EACH RAMP SHALL HAVE NOT LESS THAN 72" OF STRAIGHT AND LEVEL

CLEARANCE.

C. IF RAMPS CHANGE DIRECTION AT LANDINGS, THE MINIMUM LANDING SIZE SHALL BE 60"X60". IF A RAMP RUN HAS A RISE GREATER THAN 6" OR A HORIZONTAL PROJECTION GREATER THAN 72" THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. HANDRAILS SHALL BE SHOWN ON THE

SITE PLAN.

11. THE CONTRACTOR SHALL STOCKPILE TOPSOIL AND CONSTRUCTION MATERIALS IN AREAS DESIGNATED BY THE OWNER.

12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING RECORD DRAWINGS OR AS-BUILT SURVEY AS NOTED IN NOTE #29 UNDER SITE GENERAL NOTES.

13. ALL CONCRETE USED SHALL BE 3,000 PSI MINIMUM OR AS SHOWN.

14. ALL WELLS, CLEANOUTS, MANHOLE TOPS, PULL BOX COVERS AND OTHER UTILITY APPURTENANCES IN THE AREA OF REDEVELOPMENT SHALL BE PROTECTED AND TOPS

ADJUSTED TO MATCH PROPOSED GRADES.

15. CONTRACTOR SHALL SAW CUT, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS ANY EXISTING PAVEMENT.

16. SOD SHALL BE PLACED AROUND ALL STRUCTURES AS DIRECTED BY FDOT INDEX 524-001 AND FDOT INDEX 425- AND 430- SERIES AS APPROPRIATE. ALL OTHER DISTURBED

AREAS SHALL BE SEEDED AND MULCHED.

17. ALL STORM SEWER CURB AND DITCH BOTTOM INLETS SHALL CONFORM TO THE APPLICABLE FDOT STANDARD PLANS ALL DRAINAGE STRUCTURES WITH GRATES THAT ARE LOCATED IN GRASSED AREAS SHALL HAVE THE GRATE CHAINED TO THE STRUCTURE USING AN EYE BOLT AND CHAIN.

18. ALL CONCRETE STRUCTURES SHALL HAVE ALL EXPOSED EDGES CHAMFERED 3/4" AND CLASS I SURFACE FINISH.

19. ALL HDPE FITTINGS AND CONNECTORS SHALL BE WATER TIGHT. SEE SPECIFICATIONS FOR MORE INFORMATION.

20. COMPACTION OF ALL MATERIALS SHALL BE LIMITED TO STATIC MODE ONLY, UNLESS DIRECTED OTHERWISE BY THE ENGINEER OF RECORD.

21. ALL RCP PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 430.

1. ALL ELECTRICAL UTILITIES AND INFORMATION SHOWN ON THE CIVIL PLANS ARE FOR LOCATION AND COORDINATION PURPOSES ONLY. REFER TO

ELECTRICAL PLANS BY OTHERS FOR THE ELECTRICAL DESIGN AND DETAILS.

2. ELECTRIC DESIGN PROVIDED BY GRU ENERGY DELIVERY.

1. THE CONTRACTOR IS RESPONSIBLE FOR CREATING A MAINTENANCE OF TRAFFIC (MOT) PLAN FOR CONSTRUCTION ACTIVITY THAT OCCURS WITHIN THE PUBLIC RIGHT-OF-WAY, INCLUDING BUT NOT LIMITED TO SIDEWALK WORK AND ACTIVITIES THAT REQUIRE A LANE (OR ROAD) CLOSURE, SUCH AS CONNECTION TO SEWER MANHOLES AND WATER MAINS. THE MOT PLAN MUST BE CREATED BY A REGISTERED PROFESSIONAL ENGINEER WHO IS CERTIFIED TO DO SO BY THE FDOT MOT CERTIFICATION TRAINING. THE MOT PLAN MUST ALSO BE IN ACCORDANCE WITH FDOT STANDARD PLANS, FDOT STANDARD SPECIFICATIONS, ACPWD SPECIFICATIONS, AND/OR CITY OF GAINESVILLE MOT REQUIREMENTS AND MUST BE REVIEWED AND APPROVED BY THE CITY OF GAINESVILLE (PHIL MANN) AND THE

FLORIDA DEPARTMENT OF TRANSPORTATION (ROBBIE EMMONS) AS REQUIRED.

2. THE CONTRACTOR SHALL SUBMIT THE MOT TO THE APPROPRIATE REGULATORY AUTHORITY PRIOR TO WORK REQUIRING THE MOT FOR APPROVAL. NO WORK IN THE

ROW SHALL OCCUR UNTIL THE MOT IS APPROVED.

1. ALL WORK WITHIN OR ON CITY OWNED OR MAINTAINED FACILITIES, ROW OR EASEMENT WILL REQUIRE AS-BUILT PLANS. AS-BUILT PLANS SHOULD SHOW THE CONSTRUCTION CONDITIONS OF THE CITY OWNED OR MAINTAINED ARE AND BE PERFORMED BY A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. THE CONTRACTOR SHALL PROVIDE THE CITY WITH AN AS-BUILT SURVEY OF THE RETENTION/DETENTION BASIN AND ASSOCIATED STRUCTURES, PREPARED BY A REGISTERED LAND SURVEYOR. THE SURVEY SHALL BE SUBMITTED ON PAPER COPY AND ELECTRONICALLY (.PDF AUTODESK CAD) ANY CONSTRUCTION IN THE CITY OF GAINESVILLE PUBLIC ROW WILL REQUIRE PERMITS FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO BEGINNING WORK. THE COORDINATE SYSTEM FOR ALL DRAWINGS SHALL BE FLORIDA STATE PLAN COORDINATES, NAD 83, ZONE NORTH US SURVEY FEET. VERTICAL COORDINATES HALL BE REFERENCED TO NAVD83 WITH ELEVATIONS GIVEN IN US SURVEY FEET.

2. PRIOR TO ANY WORK BEING PERFORMED WITHIN THE CITY ROW INCLUDING A CONSTRUCTION ENTRANCE, A ROW OBSTRUCTION PERMIT IS REQUIRED. EMAIL DG_PW_PERMITS@CityOfGainesville.org FOR A ROW OBSTRUCTION PERMIT APPLICATIONTHE METHOD AND MANNER OF PERFORMING THE WORK AND QUALITIES OF MATERIAL FOR CONSTRUCTION WITHIN THE ROW SHALL CONFORM TO THE REQUIREMENTS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT.

3. NO WORK SHALL BE DONE NOR MATERIALS USED IN THE ROW, WITHOUT INSPECTION BY THE PUBLIC WORKS DEPARTMENT (352-334-5070), AND THE CONTRACTOR/DEVELOPER SHALL FURNISH 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.

4. OPEN CUT RESTORATION SHALL BE PERFORMED IN ACCORDANCE WITH FDOT INDEX 307, AND USING THE FLOWABLE FILL OPTION. ALL BACKFILL WITHIN THE CITY ROW SHALL AT A MINIMUM COMPLY WITH FDOT SPECIFICATION 120 AND FDOT STANDARD PLANS 120-001 AND 125-001. ALL REQUIRED BACKFILL WITHIN THE ROW SHALL BE DOCUMENTED WITHIN A FDOT TYPE DENSITY LOG BOOK, COMPILED AND MAINTAINED BY THE CONTRACTOR, AND AVAILABLE FOR REVIEW BY THE PUBLIC WORKS INSPECTOR AT ALL TIMES AND IMMEDIATELY UPON REQUEST. THE LOG BOOK WILL BE PREPARED AND REVIEWED FOR COMPLIANCE TO SPECIFICATIONS BY CITY STAFF PRIOR TO ANY EARTHWORK STARTING. IT WILL CONTAIN PROCTORS, LBRS, SOIL CLASSIFICATIONS, ETC AS REQUIRED BY SPECIFICATION. THE LOG BOOK SHALL BE SIGNED AND SEALED BY THE ENGINEER AND TURNED OVER TO THE PW DEPARTMENT FOR REVIEW AND ACCEPTANCE AS PART OF THE CLOSEOUT DOCUMENTS.

5. NO PRIVATE INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO FOOTERS, BEAMS, PADS, STRUCTURAL COMPONENTS, CONDUITS, PIPING, WIRING OR SIMILAR WILL BE PERMITTED WITHIN THE ROW. PRIOR TO ANY PLACEMENT OF SUCH COMPONENTS THE ROW WILL BE REQUIRED TO BE STAKED BY A SURVEYOR LICENSED IN THE STATE OF FLORIDA AND LAYOUT OF THE UNDERGROUND INFRASTRUCTURE SHALL BE INSPECTED AND VERIFIED TO BE CLEAR OF ANY ENCROACHMENTS BY PUBLIC WORKS INSPECTION STAFF. FAILURE TO DO SO SHALL BE DEEMED "UNPERMITTED" AS DESCRIBED AND REGULATED BY OBSTRUCTION OF RIGHT-OF-WAY: CITY OF GAINESVILLE CODE OF ORDINANCES, ARTICLE V. - PUBLIC RIGHTS-OF-WAY OBSTRUCTIONS AND / OR OBSTRUCTION OF RIGHT-OF-WAY: CITY OF GAINESVILLE CODE OF ORDINANCES, ARTICLE V. -

PUBLIC RIGHTS-OF-WAY OBSTRUCTIONS.

6. ALL REQUIRED BACKFILL WITHIN THE ROW SHALL BE DOCUMENTED WITHIN A FDOT TYPE DENSITY LOG BOOK, COMPILED AND MAINTAINED BY THE CONTRACTOR, AND SHALL BE AVAILABLE FOR REVIEW BY THE PUBLIC WORKS INSPECTOR AT ALL TIMES AND IMMEDIATELY UPON REQUEST. THE LOG BOOK WILL BE REVIEWED FOR COMPLIANCE TO SPECIFICATIONS BY CITY STAFF PRIOR TO ANY EARTHWORK STARTING. THE LOG BOOK SHALL BE SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR MATERIALS TESTING AND PROVIDED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND TCO ACCEPTANCE AS PART OF THE CLOSEOUT

DOCUMENTS.

7. IF ANY DEWATERING WILL NEED TO LEAVE THE SITE AT ANY TIME MUST BE APPROVED BY PW PRIOR TO STARTING

8. ALL CONCRETE POURED IN THE CITY ROW MUST BE A MINIMUM OF 3000 PSI AND MET FDOT LAP SPECIFICFATIONS. ALL CONCRETE MIX DESIGNS WILL BE SUBBMITTED TO PW PRIOR TO PLACEMENT FOR REVIEW. BATCH TICKETS ARE REQUIRED PUBLIC WORKS CAN REQUEST A TEST CYLINDER TO BE PULLED. CONCRETE AREAS WITH EXPECTED VEHICLE LOADS SHALL BE 6" THICK WITH 6X6 WWM OR 1.5 LBS. POLYPROPYLENE FIBER MESH PER CY OTHERWISE, A 4" THICK CONCRETE UNDERLAYER IS ERMISSIBLE

9. CONTRACTOR MUST COORDINATE ANY CUT IN IN A CITY ROAD, CURB, & SIDEWALK WITH CITY OF GAINESVILLE PUBLIC WORKS. THE LIMITS WILL BE DETERMINED BY PUBLIC

WORKS.

10. 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.

11. POST INSTALLATION VIDEO INSPECTIONS IN ACCORDANCE WITH FDOT SPECIFICATIONS SHALL BE REQUIRED FOR ALL PIPE IN THE CITY ROW AND THE COST SHALL BE

BORNE BY THE CONTRACTOR.

12. CONTACT RTS AT 352-393-7817, OR WALKERRT@CITYOFGAINESVILLE.ORG IN THE EVENT THERE ARE ROAD IMPACTS DUE TO CONSTRUCTION.

13. ALL PIPE-TO-STRUCTURE CONNECTIONS WITHIN CITY ROW MUST CONFORM WITH THE GEOTEXTILE WRAP DETAIL PER FDOT INDEX 425-001; AND ALL PIPE-TO-JOINTS IN CITY ROW (CONCRETE AND POLYPROPYLENE PIPE) MUST BE WRAPPED WITH FILTER FABRIC PER FDOT INDEX 430-01.

1. PRIOR TO CONSTRUCTION, SILT FENCING AND TREE PROTECTION FENCING SHALL BE INSTALLED AND ALL EXISTING STORM DRAINAGE SWALE AND

INLETS SHALL BE PROTECTED IN ACCORDANCE WITH FDOT INDEX NO. 102 AND THESE PLANS.

2. THE CONSTRUCTION SERVICE ENTRANCE SHALL BE STABILIZED TO MINIMIZE THE CREATION OF DUST AND OFF-SITE TRACKING OF SEDIMENTS.

3. ONLY THE AREA COMPRISING THE PROPOSED STORMWATER MANAGEMENT FACILITY(S) SHALL BE CLEARED AND GRUBBED OF UNWANTED VEGETATION.

4. THE PROPOSED STORMWATER MANAGEMENT FACILITY(S) SHALL BE CONSTRUCTED.

5. IF SUITABLE, THE EXCAVATED SOIL FROM THE FACILITY(S) MAY BE USED AS FILL FOR ON-SITE GRADING THAT IS DEPICTED IN THESE CONSTRUCTION PLANS. THE CONTRACTOR SHALL DISPOSE OF ALL UNSUITABLE MATERIAL ON-SITE OR OFF-SITE TO A PERMITTED LOCATION.

6. THE REMAINING PORTION OF THE SITE THAT IS TREATED BY THE CONSTRUCTED STORMWATER MANAGEMENT FACILITY(S) SHALL BE CLEARED AND

GRUBBED.

7. THE PERMANENT ROADWAYS/DRIVEWAYS SHALL BE ROUGHLY GRADED.

8. THE UNDERGROUND UTILITIES INFRASTRUCTURE AND STORMWATER PIPING SYSTEM SHALL BE INSTALLED. ANY DE-WATERING (PUMPED) SHALL BE

DIVERTED TO THE ASSOCIATED STORMWATER MANAGEMENT FACILITY(S).

9. THE PERMANENT ROADWAY/DRIVEWAY SUBGRADE SHALL BE COMPACTED, A LIMEROCK BASE SHALL BE ESTABLISHED, AND THEN FOLLOWED BY AN

OVERLAY OF ASPHALT.

10. UPON SIGNIFICANT COMPLETION OF CONSTRUCTION, THE STORMWATER PIPING SYSTEM SHALL BE FLUSHED OUT TO REMOVE ACCUMULATED DEBRIS

AND SEDIMENT.

11. ALL REMAINING DISTURBED AREAS WITHIN THE CONSTRUCTION AREA SHALL BE COMPLETELY GRASSED AND/OR LANDSCAPED ACCORDING TO THESE PLANS. GRASS SEEDING RATES AND MIXTURES SHALL BE PER THE FDOT INDEX NO. 104. EVIDENCE OF GROWTH MUST BE PRESENT PRIOR TO REMOVAL

OF SILT FENCING AND OTHER EROSION CONTROL APPLICATIONS.

AS OUTLINED IN THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) PERMIT, ALL CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED IN A MANNER AS TO NOT VIOLATE STATE WATER QUALITY STANDARDS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON-SITE. IF SITE CONDITIONS ARE SUCH THAT ADDITIONAL CONTROL MEASURES ARE REQUIRED OTHER THAN WHAT IS SPECIFIED IN THE PLANS, THEN THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST MANAGEMENT PRACTICES. THESE MEASURES MUST BE INSPECTED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PHASE AND UNTIL AS DIRECTED BY THESE

PLANS.

THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE, INSPECTION SCHEDULE, AND REPAIRS OF THE SYSTEM. MAINTENANCE SHALL CONTINUE THROUGHOUT THE PROJECT UNTIL WORK IS COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER CONSTRUCTION IS COMPLETE. THE CONTRACTOR SHALL INITIATE ANY REPAIRS WITHIN 24 HOURS OF BEING REPORTED. IN THE EVENT THAT THE SMF(S) DO NOT PERFORM PROPERLY OR IF A SINKHOLE DEVELOPS, THE PROJECT ENGINEER SHALL BE NOTIFIED TO ASSIST IN COORDINATING REMEDIAL ACTION. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM SILT FENCING WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE SILT FENCE. UPON FINAL COMPLETION OF CONSTRUCTION AND ACCEPTANCE BY BOTH THE CITY AND OWNER, THE OPERATION AND MAINTENANCE

ENTITY WILL BE "CITY OF GAINESVILLE CRA".

PERVIOUS PAVEMENT (DECORATIVE CONCRETE) SHALL NOT BE USED FOR MATERIAL STORAGE AT ANY TIME. PAVEMENT SURFACE SHALL BE PROTECTED FROM ANY SEDIMENTATION OR TRACKING. ANY DEPOSITS SHALL BE REMOVED BY VACUUM TRUCK ONLY.

C0.10

GENERAL NOTES

1. NO UTILITY PERMITS ARE REQUIRED.

2. THE UTILITY PLAN AND PLAT SHOWS ALL PUBLIC UTILITY EASEMENTS (PUE'S) IN A METES AND BOUNDS FORMAT. UPON GRU'S APPROVAL OF PLANS FOR DEVELOPMENTS NOT BEING PLATTED, OWNER MAY CHOOSE TO GRANT THE METES AND BOUNDS EASEMENTS AS SHOWN, OR A BLANKET EASEMENT OVER THE ENTIRE PROPERTY, PROVIDED FACILITIES ARE INSTALLED WITHIN THE PRESCRIBED DISTANCES AS SHOWN ON THE UTILITY PLANS AND IN ACCORDANCE WITH THE UTILITY SEPARATION REQUIREMENTS TABLE IN APPENDIX C OF THE GRU W/WW/RCW DESIGN STANDARDS.

3. ALL CONSTRUCTION MATERIALS AND METHODS FOR POTABLE WATER, WASTEWATER, AND RECLAIMED WATER SYSTEMS SHALL CONFORM TO GRU'S MOST RECENT POTABLE WATER, WASTEWATER, & RECLAIMED WATER SYSTEM DESIGN STANDARDS AND APPROVED MATERIALS MANUAL.

4. POTABLE WATER AND WASTEWATER MAINS SHALL MAINTAIN A MINIMUM 10 FEET HORIZONTAL AND 1.5 FOOT VERTICAL SEPARATION.

5. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET FOR POTABLE WATER MAINS, WASTEWATER FORCE MAINS, AND RECLAIMED WATER MAINS, AND 15 FEET FOR GRAVITY WASTEWATER MAINS SHALL BE PROVIDED AND MAINTAINED FROM BUILDINGS, TRANSFORMERS, AND ALL PERMANENT STRUCTURES.

SERVICE LATERALS REQUIRE 5 FEET LESS CLEARANCE FOR EACH OF THE UTILITIES; NOTE THAT WATER SERVICE LATERALS SHALL BE INSTALLED WITHIN 3" SLEEVES. (SEE APPENDIX C OF GRU'S DESIGN STANDARDS AND CONSTRUCTION DETAILS FOR POTABLE WATER, WASTEWATER, AND RECLAIMED WATER

- HORIZONTAL SEPARATION DISTANCES FOR PARALLEL AND PERPENDICULAR CLEARANCE FROM OTHER OBJECTS TABLE.)

6. POTABLE WATER SERVICES, REQUIRING A SEPARATE WATER METER, SHALL BE PROVIDED TO EACH LOT, BUILDING OR PARCEL. EFFECTIVE OCTOBER 1, 2007, FOR COMMERCIAL, MULTIFAMILY, AND INSTITUTIONAL DEVELOPMENTS, THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING POTABLE WATER SERVICES AND YOKE ASSEMBLY PACKAGE UP TO AND INCLUDING THE METER YOKE, BOX (INSTALLED AT FINAL GRADE) AND ASSOCIATED APPURTENANCES, FOR METERS 1” AND SMALLER (SEE GRU W/WW/RCW CONSTRUCTION DETAIL W - 8.0), WITH A ONE-YEAR WARRANTY.

7. 2" VALVES LOCATED IN PAVED AREAS, INCLUDING SIDEWALKS, SHALL BE GRU APPROVED CAST IRON, RESILIENT SEAT GATE VALVES WITH STANDARD 2" OPERATING NUT, THREADED WITH BRASS NIPPLE BETWEEN THE VALVES AND TAPPING SADDLE OR TAPPED TEE.

8. WATER MAINS 4” IN DIAMETER AND GREATER, PLACED UNDER ROADWAYS, SHALL BE CEMENT LINED DUCTILE IRON PIPE (CLDIP) EXTENDING 5 FEET PAST THE BACK OF CURB (3 FEET WITHIN CITY OF GAINESVILLE LIMITS). TRACER WIRE INSTALLED ON PVC WATER MAINS SHALL CONTINUE ACROSS THE CLDIP

SECTIONS.

9. 1” OR 2” WATER SERVICE CROSSINGS LOCATED UNDER ROADWAYS SHALL BE ENCASED IN 3” SCH 40 PVC EXTENDING 5' PAST THE BACK OF CURB (3 FEET

INSIDE CITY OF GAINESVILLE LIMITS).

10. ANCHORING TEES, COUPLINGS, AND BENDS SHALL BE USED ON ALL FIRE HYDRANT ASSEMBLIES.

11. ALL PRESSURIZED MAIN FITTINGS SHALL BE MECHANICAL JOINT WITH RESTRAINED JOINT GLANDS; A SUFFICIENT LENGTH OF THE PIPE CONNECTED TO THE FITTINGS SHALL BE MECHANICALLY RESTRAINED TO PROVIDE REACTION AS SPECIFIED ON THE RESTRAINED JOINT STANDARD IN THE CONSTRUCTION DETAILS OF THE GRU STANDARDS (W - 2.8 & 2.9, RCW - 2.8 & 2.9, AND WW - 2.4 & 2.5). CALCULATIONS FOR REQUIRED RESTRAINT LENGTH MUST BE PROVIDED IF THE SPECIFIED RESTRAINT LENGTH, DUE TO SOIL TYPE OR DEPTH OF COVER, DIFFERS FROM THOSE PROVIDED ON THESE

DETAILS.

12. ALL SANITARY WASTEWATER SERVICE LATERALS SHALL BE MIN. 4” DIAMETER PVC (SDR 26) AT 1.00% MIN. SLOPE UNLESS OTHERWISE LABELED.

13. WASTEWATER CLEANOUT COVERS SHALL BE RATED FOR TRAFFIC LOAD BEARING.

14. MANHOLES WHICH ARE NOT INSTALLED UNDER PAVEMENT SHALL HAVE A RIM ELEVATION AT LEAST 6” ABOVE FINISHED GRADE, AND A 10:1 SLOPE TO

FINISHED GRADE.

15. UNLESS OTHERWISE NOTED ON THE PLANS, THE FINISHED FLOOR ELEVATIONS OF BUILDINGS SHALL BE A MINIMUM OF 6” ABOVE THE LOWEST UPSTREAM MANHOLE TOP. IF THIS IS INFEASIBLE, A WASTEWATER SERVICE LATERAL BACKWATER VALVE (BWV) IS REQUIRED ON THE CUSTOMER SIDE OF THE

CLEANOUT.

16. WHEN A POTABLE OR RECLAIMED WATER MAIN, OR A WASTEWATER FORCE MAIN IS ROUTED WITHIN 10 FT. OF AN ELECTRIC TRANSFORMER, A 20 FT.

LENGTH OF DIP SHALL BE CENTERED ON THE TRANSFORMER WITH MECHANICAL RESTRAINT AT EACH END. NO FITTINGS OR VALVES SHALL OCCUR WITHIN 10 FT. OF THE NEAREST EDGE OF THE TRANSFORMER. A MINIMUM CLEARANCE OF 3' SHALL BE MAINTAINED BETWEEN THE MAIN AND THE

TRANSFORMER.

17. OWNER'S CONTRACTOR SHALL CALL 811 TO LOCATE, PROTECT AND MAINTAIN 36" MIN. COVER OVER THE EXISTING GAS MAINS & GAS SERVICE DURING ALL PHASES OF DEMOLITION/CONSTRUCTION. THE DEVELOPER WILL BE RESPONSIBLE FOR THE COST

OF THE GAS MAIN RELOCATION.

18. OWNER'S CONTRACTOR WILL MAINTAIN A MIN. 12" ALL-CLEAR ZONE AROUND GAS MAINS AND

SERVICES.

19. PLEASE INDICATE IN PROJECTDOX IF THE CUSTOMER DESIRES GRU GAS SERVICE FOR THIS PROJECT AND CONTACT GRU GAS MARKETING, PH.#: (352)

393-1466, AS SOON AS POSSIBLE.

20. PVC GAS CASINGS FURNISHED AND INSTALLED BY DEVELOPER'S CONTRACTOR BURIED AT A MIN. DEPTH OF 36" BELOW FINISHED GRADE.

21. DEVELOPER'S CONTRACTOR SHALL CONTACT GRU GAS OPERATIONS SUPERVISOR, PH.#:(352)538-2570, 21 DAYS DAYS PRIOR TO THE START OF CONSTRUCTION AS WELL AS 7 DAYS PRIOR TO THE START OF DEMOLITION. GAS MAIN TO BE INSTALLED WITH ELECTRIC CONDUITS IN A JOINT UTILITY

TRENCH PER GRU STANDARDS FOR JOINT TRENCHING.

22. DEVELOPER'S CONTRACTOR SHALL CONTACT GRU GAS MARKETING, PH.#: (352) 393-1466, 5 DAYS PRIOR TO THE INSTALLATION OF GAS CASINGS, AND

TO REQUEST GAS LOCATOR BALLS.

23. DEVELOPER'S CONTRACTOR SHALL CONTACT GRU GAS MARKETING, PH.#: (352) 393-1466, 7 DAYS IN ADVANCE TO COORDINATE FOR THE GAS METER

SET.

24. CONTRACTOR TO CUT AND CAP UNUSED SEWER LATERALS AT PROPERTY LINE. GRU TO LINE SEWER MAIN (LINING OVER EXISTING LATERALS) AT

DEVELOPERS EXPENSE. CONTRACTOR TO CUT IN NEW LATERALS.

25. DEVELOPER'S CONTRACTOR TO LOCATE AND PROTECT GRUCOM DURING DEMOLITION AND CONSTRUCTION.

26. CONTACT GRUCOM IF GRUCOM IS…