2-2. Sabal Palm Sidewalk - FINAL PLANS 2025.10.01 DSS.pdf

PDF 13 MB Posted Oct 17, 2025

Attached to: SABLE PALM SAFE ROUTE TO SCHOOL SIDEWALKS
Solicitation number: IFB-100-25-RM
Issued by: Leon County, Florida

About this file

Written by GovTribe AI · Oct 17, 2025

The document is a comprehensive set of construction plans and specifications for the Sabal Palm Safe Routes to School Sidewalks Project, prepared by the City of Tallahassee and Dewberry Engineering Inc. The project involves constructing sidewalks, drainage improvements, and ADA accessibility enhancements along Villamore Avenue, Dale Street, Ridgeway Street, and Eisenhower Street near Sabal Palm Elementary School. Key project elements include removing existing infrastructure, installing new sidewalks, implementing drainage improvements, creating ADA-compliant driveway connections, and adding landscaping and irrigation. A mandatory pre-bid meeting is scheduled for October 28, 2025, at 2:00 PM EST via Microsoft Teams, with the project anticipated to be completed in the fiscal year 2025-2026.

The construction documents detail extensive technical specifications, including governing standards from the Florida Department of Transportation, City of Tallahassee supplemental specifications, and various technical guidelines. The project involves significant arboricultural considerations, with plans to remove 26 trees and mitigate impacts on 18 additional trees. The work will require careful tree protection, root pruning, and adherence to specific preservation protocols. The project's civil engineering plans include detailed drawings for drainage, grading, erosion control, utility adjustments, and traffic management, with a comprehensive stormwater pollution prevention plan (SWPPP) to manage environmental impacts during construction.

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IMPORTANT VERTICAL DATUM NOTE

PLANS PREPARED ARE BASED ON NAVD 88.

GOVERNING STANDARDS AND SPECIFICATIONS

FLORIDA DEPARTMENT OF TRANSPORTATION�

STANDARD PLANS DATED FY 2025-26.

FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION DATED FY 2025-26.

CITY OF TALLAHASSEE SUPPLEMENTAL SPECS 2023-24

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES �MUTCD�

DATED 2023� 11TH EDITION.

FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL

INSPECTOR'S MANUAL DATED 2018.

CITY OF TALLAHASSEE TECHNICAL SPECIFICATIONS FOR WATER AND

SEWER CONSTRUCTION� CURRENT EDITION.

CITY OF TALLAHASSEE ADVANCED TRAFFIC MANAGEMENT SYSTEM

TECHNICAL SPECIAL PROVISIONS� OCTOBER 2004

CITY OF TALLAHASSEE LANDSCAPE STANDARDS SPECIFICATIONS�

CURRENT EDITION.

SURVEY

CITY SURVEYOR�

ROBERT D. RODDENBERRY� PSM �6307

CITY OF TALLAHASSEE - UUPI - SURVEY

300 SOUTH ADAMS STREET� BOX A-18

TALLAHASSEE� FLORIDA 32301

�850� 891-2883

CIVIL PLANS

ENGINEER OF RECORD�

MICHAEL FREIDIN� P.E.� NO. 90724

DEWBERRY ENGINEERING� INC.

2700 SOUTH BLAIRSTONE ROAD� SUITE 204 D

�850� 354-5184

LANDSCAPE ARCHITECT

DAVID L. COWLES� -R.� R.L.A.

FLORIDA REG. NO.� LA6666917

Know what'sbelow.

before you dig.Call

ONE CALL

o f f l o r i d a sunshine state

REVISIONS

NO. DESCRIPTION BY DATE

NOTE� ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY

HAVE BEEN ALTERED IN SI=E BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA.

SABAL PALM SRTS

COT PRO-ECT NO. 2400909

FINAL PLANS

PREPARED BY�

PRO-ECT LOCATION

SABAL PALM

ELEMENTARY SCHOOL

E N H

E R S

E E T

VILLAM

ORE AV

ENUE

E S

E E T

C I T Y O F T A L L A H A S S E E

INDEX OF PLANS

SHEET NO. SHEET TITLE

1 KEY SHEET

2 SIGNATURE SHEET

3 - 4 GENERAL NOTES

5 PAY ITEM NOTES

6 ABBREVIATIONS SYMBOLOGY

7 DRAINAGE MAP

8 - 9 TYPICAL SECTION

10 PRO-ECT LAYOUT

11 - 14 DEMOLITION PLAN

15 - 16 VILLAMORE AVENUE PLAN PROFILE

17 - 18 DALE STREET PLAN PROFILE

19 RIDGEWAY STREET WEST PLAN PROFILE

20 RIDGEWAY STREET EAST PLAN PROFILE

21 - 22 EISENHOWER STREET PLAN PROFILE

23 - 25 VILLAMORE AVENUE CROSS SECTIONS

26 - 28 DALE STREET CROSS SECTIONS

29 - 30 RIDGEWAY STREET CROSS SECTIONS

31 - 32 DRAINAGE STRUCTURE CROSS SECTIONS

33 - 34 VILLAMORE AVENUE GRADING DETAILS

35 - 36 DALE STREET GRADING DETAILS

37 - 39 RIDGEWAY STREET GRADING DETAILS

40 - 42 EROSION CONTROL PLAN

43 EROSION CONTROL DETAIL

44 SWPPP

45 TRAFFIC CONTROL PLAN

46 CONSTRUCTION DETAILS

47 - 52 SIGNING PAVEMENT MARKINGS

53 - 56 UTILITY AD-USTMENTS PLAN

LS0.0 - LS13.0 LANDSCAPE PLANS

IR0.0 - IR11.0 IRRIGATION PLANS

TR0.0 - 13.0 ARBORIST PLANS

OCTOBER 2025

RIDGEWAY STREET

FINANCIAL PRO-ECT ID

448152-1-58-01

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50183693

M.FREIDIN

M.=ALESKI

OCTOBER 2025

U R E S

H E E T

M S

P R

F F L OS R

I I D

NAL

IL CE SN E

NO. 90724

STATE OF

E NGI

R N

SHEET NUMBER SHEET TITLE

1 KEY SHEET

2 SIGNATURE SHEET

3-4 GENERAL NOTES

6 ABBREVIATIONS SYMBOLOGY

7 DRAINAGE MAP

8-9 TYPICAL SECTION

10 PRO-ECT LAYOUT

11-14 DEMOLITION PLAN

15-16 VILLAMORE AVENUE PLAN PROFILE

17-18 DALE STREET PLAN PROFILE

19-20 RIDGEWAY STREET WEST PLAN PROFILE

21-22 EISENHOWER STREET PLAN PROFILE

23-25 VILLAMORE AVENUE CROSS SECTIONS

26-28 DALE STREET CROSS SECTIONS

29-30 RIDGEWAY STREET CROSS SECTIONS

31-32 DRAINAGE STRUCTURE CROSS SECTIONS

40-42 EROSION CONTROL PLAN

43 EROSION CONTROL DETAILS

44 SWPPP

45 TRAFFIC CONTROL PLAN

46 CONSTRUCTION DETAILS

47-52 SIGNING PAVEMENT MARKINGS

53-56 UTILITY AD-USTMENTS PLAN

SHEET NUMBER SHEET TITLE

2 SIGNATURE SHEET

LS0-LS13 LANDSCAPE PLANS

IR0-11 IRRIGATION PLANS

TR0-TR13 ARBORIST PLANS

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

ON THE DATE AD-ACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ALL ELECTRONIC COPIES.

DAVID L. COWLES� -R.� R.L.A.

FLORIDA REG. NO.� LA6666917

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

ON THE DATE AD-ACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ALL ELECTRONIC COPIES.

DEWBERRY ENGINEERING� INC.

2700 SOUTH BLAIRSTONE ROAD� SUITE 204 D

TALLAHASSEE� FL 32301

MICHAEL FREIDIN� P.E. NO. 90724

5 PAY ITEM NOTES

33-34 VILLAMORE AVENUE GRADING DETAILS

35-36 DALE STREET GRADING DETAILS

37-39 RIDGEWAY STREET GRADING DETAILS

D E R

N D U

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GENERAL NOTES�

1. CITY OF TALLAHASSEE-UU PI-SURVEYING �850-891-2883�� PROVIDED THE TOPOGRAPHY� BENCHMARKS� RIGHTS-OF-WAY AND UTILITY LOCATION INFORMATION SHOWN ON THE CONSTRUCTION DRAWINGS. ELEVATIONS ARE BASED ON NORTH

AMERICAN VERTICAL DATUM OF 1988 �NAVD 88�.

2. THE CONTRACTOR MUST HAVE ALL RE4UIRED PERMITS IN-HAND PRIOR TO BEGINNING CONSTRUCTION AND MUST PERFORM ALL WORK IN ACCORDANCE WITH THE RE4UIREMENTS OF THE PERMITS OBTAINED BY THE CITY AND THOSE PERMITS

OBTAINED BY THE CONTRACTOR.

3. CONTRACTOR IS RESPONSIBLE FOR POSTING ALL APPLICABLE PERMITS AND FOR CONFORMING TO THE RE4UIREMENTS OF ALL APPLICABLE PERMITS INCLUDING THE ENVIRONMENTAL PERMIT AND THE CONSTRUCTION DOCUMENTS.

4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NPDES PERMITS AND MAINTENANCE OF TRAFFIC PERMITS RE4UIRED

FOR THE PRO-ECT.

5. CONTRACTOR IS RESPONSIBLE FOR ANY PERMITTING RE4UIRED FOR ANY CONSTRUCTION STAGING AREAS.

6. THESE PLANS DO NOT AUTHORI=E THE CONSTRUCTION OF RETAINING WALLS. RETAINING WALLS TWO FEET IN HEIGHT OR MORE WILL RE4UIRE A BUILDING PERMIT. NO CLEARING OR GRADING IS AUTHORI=ED WITHIN THIRTY FEET OF A PROPOSED RETAINING WALL UNTIL A BUILDING PERMIT FOR THE WALL IS OBTAINED AND POSTED ONSITE.

7. AT LEAST THREE CALENDAR DAYS PRIOR TO THE PRECONSTRUCTION CONFERENCE� THE CONTRACTOR MUST SUBMIT TO THE ENGINEER FOR APPROVAL A TENTATIVE BASE CONSTRUCTION SCHEDULE� A PRECONSTRUCTION SURVEY� A TRAFFIC CONTROL PLAN� AND A SEDIMENT AND EROSION CONTROL PLAN. NO WORK MUST BEGIN PRIOR TO APPROVAL OF THE CONSTRUCTION SCHEDULE� PRECONSTRUCTION SURVEY� TRAFFIC CONTROL PLAN� AND SEDIMENT AND EROSION CONTROL

PLAN.

8. THE CONSTRUCTION SCHEDULE MUST DESCRIBE IN DETAIL HOW THE CONSTRUCTION IS TO BE PHASED� ESTABLISH START AND FINISH DATES FOR ALL SIGNIFICANT CONSTRUCTION ACTIVITIES� AND IDENTIFY ALL CONTROLLING ITEMS OF WORK. THE SCHEDULE IS TO BE APPROVED BY THE ENGINEER AND MUST BE UPDATED ON A MONTHLY BASIS TO REFLECT ACTUAL WORK PROGRESS. THE UPDATED SCHEDULE MUST BE SUBMITTED TO THE ENGINEER NO LATER THAN

THREE DAYS PRIOR TO EACH SCHEDULED MONTHLY PROGRESS MEETING.

9. THE PRECONSTRUCTION SURVEY MUST VERIFY THE CONTROL POINTS AND BENCHMARK ELEVATIONS PROVIDED BY THE ENGINEER AND MUST ALSO ESTABLISH THE LOCATION AND DESCRIPTION OF ALL ADDITIONAL REFERENCE POINTS AND THE LOCATIONS� DESCRIPTIONS� AND ELEVATIONS OF ALL ADDITIONAL BENCHMARKS TO BE USED IN CONSTRUCTING THE PRO-ECT. THE SURVEY MUST BE SIGNED AND SEALED BY A PROFESSIONAL SURVEYOR AND MAPPER REGISTERED IN THE STATE OF FLORIDA. SIGNIFICANT INCONSISTENCIES BETWEEN THE FIELD NOTES AND THE CONTROL POINTS AND BENCHMARK ELEVATIONS PROVIDED BY THE ENGINEER MUST IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE

ENGINEER FOR RESOLUTION PRIOR TO ISSUANCE OF THE NOTICE TO PROCEED.

10. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL PROPERTY CORNERS AND MONUMENTS SHOWN ON THE DRAWINGS OR FOUND DURING CONSTRUCTION. IF A PROPERTY CORNER OR MONUMENT IS DESTROYED OR DISTURBED� THE CONTRACTOR WILL HAVE IT REPLACED AND CERTIFIED BY A PROFESSIONAL SURVEYOR AND MAPPER REGISTERED IN THE

STATE OF FLORIDA.

11. ANY NATIONAL GEODETIC SURVEY MONUMENT WITHIN THE LIMITS OF CONSTRUCTION MUST BE PROTECTED. IF IN

DANGER OF DAMAGE� THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER AND�

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF SURVEY AND MAPPING

3900 COMMONWEALTH BLVD.

TALLAHASSEE� FLORIDA 32399-3000

�850� 245-2118

SXEOLF.VHUYLFHV#IORULGDGHS.JRY

12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS BASED ON INFORMATION PROVIDED BY THE UTILITY OWNERS� AVAILABLE RECORDS� AND SURVEYED FIELD INFORMATION. THE INFORMATION MAY NOT REFLECT ACTUAL CONDITIONS� INCLUDE ALL UTILITIES IN THE AREA� EITHER IN SERVICE OR ABANDONED� OR SHOW THE UTILITIES IN THE CORRECT HORI=ONTAL OR VERTICAL LOCATIONS. THE CONTRACTOR MUST MAKE HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS NECESSARY TO ESTABLISH THEIR LOCATIONS AND AVOID DAMAGE. THE FOLLOWING UTILITIES SHOULD BE CONTACTED FOR INFORMATION CONCERNING TYPE AND LOCATION

OF THEIR FACILITIES. THE LIST MAY NOT INCLUDE ALL UTILITIES IN THE AREA.

13. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES THAT MAY OCCUR AS A RESULT OF THE

WORK PERFORMED BY THE CONTRACTOR AND CALLED FOR IN THIS CONTRACT.

14. PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY SERVICE� THE CONTRACTOR MUST COORDINATE SUCH INTERRUPTION WITH THE UTILITY PROVIDER AND MUST PROVIDE A MINIMUM 24-HOUR NOTICE TO THE AFFECTED PARTIES. IN THE CASE OF A WATER MAIN SHUT DOWN� A MINIMUM 24-HOUR NOTICE ALSO MUST BE PROVIDED TO THE TALLAHASSEE FIRE DEPARTMENT. THE CONTRACTOR MUST NOTIFY THE ELECTRIC UTILITY A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION IN THE VICINITY OF THEIR

FACILITIES.

15. THE CONTRACTOR MUST PROTECT AND MAINTAIN ALL VALVE BOXES ON GAS AND WATER MAINS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE TO REMAIN IN SERVICE. PRIOR TO COMPLETION OF CONSTRUCTION� THE CONTRACTOR MUST AD-UST ALL VALVE BOXES AND MANHOLES WITHIN CONSTRUCTION AREAS SO THE TOPS ARE FLUSH WITH FINISHED PAVEMENT OR WITH

FINISHED GRADE IN UNPAVED AREAS.

16. WHERE THE RE4UIRED MINIMUM SEPARATION BETWEEN UTILITIES IS SPECIFIED� THE DISTANCE MUST BE MEASURED FROM

OUTSIDE OF PIPE TO OUTSIDE OF PIPE.

17. LIMITS OF CONSTRUCTION ARE DEFINED IN THE PLANS AND CONSIST OF ROADWAY RIGHTS-OF-WAY� CITY OF TALLAHASSEE PROPERTIES� DRAINAGE RIGHTS-OF-WAY� PERMANENT DRAINAGE AND�OR UTILITY EASEMENTS� TEMPORARY

CONSTRUCTION EASEMENTS� AND TEMPORARY CONSTRUCTION AGREEMENTS.

18. NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT.

19. ALL SUBSURFACE CONSTRUCTION WILL COMPLY WITH THE "TRENCH SAFETY ACT"� CHAPTER 553.60 - 553.64� FLORIDA STATUTES. THE CONTRACTOR WILL ENSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION TO BE EMPLOYED IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION �OSHA� REGULATIONS.

20. SHOP DRAWINGS ARE RE4UIRED FOR ALL PRE-CAST AND MANUFACTURED ITEMS. THE CONTRACTOR WILL SUBMIT THESE SHOP DRAWINGS TO THE OWNER FOR APPROVAL BEFORE INSTALLING ANY PRE-CAST OR MANUFACTURED ITEMS. FAILURE TO OBTAIN THE OWNERS' APPROVAL BEFORE INSTALLING ANY PRE-CAST OR MANUFACTURED ITEMS MAY RESULT IN THE CONTRACTOR BEING RE4UIRED TO REMOVE AND REPLACE ANY INSTALLED ITEMS WITHOUT ADDITIONAL COMPENSATION.

21. ALL EXISTING DRAINAGE STRUCTURES AND PIPES� PAVEMENT� SIDEWALKS� CURBS� ETC.� WITHIN THE LIMITS OF CONSTRUCTION ARE TO REMAIN UNLESS OTHERWISE NOTED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. ALL DRAINAGE STRUCTURES� PIPES� PAVEMENT� SIDEWALKS� CURBS� ETC.� THAT ARE TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND IF DAMAGED DURING CONSTRUCTION MUST BE

REPAIRED OR REPLACED WITH THE SAME TYPE AND MATERIAL AT NO COST TO THE CITY.

22. ALL STORM MANHOLES OR STRUCTURES DESIGNATED TO BE ABANDONED IN PLACE MUST BE REMOVED TO A MINIMUM OF

THREE FEET BELOW GRADE AND FILLED WITH COMPACTED SAND.

23. EXISTING CONCRETE AND ASPHALTIC CONCRETE DRIVEWAYS AND SIDEWALKS MUST BE SAW-CUT AS RE4UIRED FOR

CONSTRUCTION.

24. ALL SIDEWALKS AND CURB RAMPS REMOVED DURING CONSTRUCTION MUST BE RECONSTRUCTED TO MEET CURRENT ADA

STANDARDS.

25. THE CONTRACTOR MUST PUT FORTH EVERY REASONABLE EFFORT TO MINIMI=E DISRUPTION AND DISTURBANCE OF AD-ACENT PROPERTIES. ACCESS BY PROPERTY OWNERS AND RESIDENTS TO THEIR PROPERTY MUST BE MAINTAINED AT ALL TIMES. ANY BARRICADING OF ACCESS MUST BE COORDINATED WITH THE AFFECTED PROPERTY OWNERS AND

RESIDENTS.

26. ALL FENCES IN CONFLICT WITH CONSTRUCTION MUST BE REMOVED AND REPLACED IN THEIR ORIGINAL LOCATIONS OR IN OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. THE CONTRACTOR MAY� AT HIS OPTION� USE NEW FENCING MATERIAL OF THE SAME TYPE THAT WAS REMOVED OR REUSE THE FENCING MATERIAL THAT WAS REMOVED IF IT IS UNDAMAGED BY CONSTRUCTION ACTIVITIES. ALL FENCES DAMAGED BY CONSTRUCTION ACTIVITIES ARE TO BE REPLACED WITH NEW

FENCING MATERIAL OF THE SAME TYPE THAT WAS REMOVED.

27. THE CONTRACTOR MUST EXERCISE DUE CARE IN THE REMOVAL OF EXISTING FENCES TO MAINTAIN SECURITY AT THE AFFECTED PROPERTIES AND TO ENSURE THE SAFETY OF PETS� ANIMALS AND CHILDREN. IF IN THE OPINION OF THE ENGINEER� REMOVAL OF A FENCE WILL RESULT IN AN UNACCEPTABLE REDUCTION IN SECURITY OR SAFETY� THE CONTRACTOR MUST INSTALL A TEMPORARY FENCE AS DIRECTED BY THE ENGINEER PRIOR TO REMOVAL OF THE EXISTING FENCE. THE TEMPORARY FENCE MUST REMAIN IN PLACE UNTIL THE PERMANENT FENCE IS INSTALLED.

28. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES AND LANDSCAPING ON AD-ACENT PROPERTIES AND WILL BE SOLELY LIABLE FOR DAMAGE TO VEGETATION ON PROPERTIES AD-ACENT TO CONSTRUCTION WORK =ONES.

ALL TREES WITHIN THE LIMITS OF CONSTRUCTION THAT ARE NOT IDENTIFIED ON THE PLANS TO BE REMOVED MUST BE PROTECTED TO THE MAXIMUM EXTENT PRACTICABLE. TREE PROTECTION BARRICADES MUST BE INSTALLED AND MAINTAINED AROUND ALL TREES THAT ARE TO BE PROTECTED AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE

ENGINEER.

29. THE CONTRACTOR MUST NOT DISTURB GRASSING OR LANDSCAPING OUTSIDE CONSTRUCTION WORK =ONES. THE CONTRACTOR MUST BE SOLELY LIABLE FOR DAMAGE TO VEGETATION OUTSIDE CONSTRUCTION WORK =ONES AND MUST RESTORE AT NO COST TO THE CITY ANY AREAS THAT ARE DAMAGED INCLUDING AREAS WITHIN THE LIMITS OF CONSTRUCTION OR ON AD-ACENT PROPERTIES USING� TO THE EXTENT PRACTICABLE� THE SAME TYPES AND SI=ES OF

PLANT MATERIAL THAT EXISTED PRIOR TO CONSTRUCTION.

30. THE LOCATION AND CONSTRUCTION OF MAILBOXES MUST BE IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE UNITED STATES POSTAL SERVICE. WHEN A MAILBOX IN CONFLICT WITH CONSTRUCTION IS REMOVED� THE CONTRACTOR MUST FURNISH AND INSTALL A TEMPORARY MAILBOX AND MUST MAINTAIN THE TEMPORARY MAILBOX UNTIL A NEW MAILBOX IS INSTALLED. THE CONTRACTOR MUST CONSTRUCT A NEW MAILBOX TO MATCH� AS CLOSE AS PRACTICABLE� THE LOCATION� TYPE� SI=E� MATERIAL� AND COLOR OF THE ORIGINAL MAILBOX. IN LIEU OF CONSTRUCTING A NEW MAILBOX� THE EXISTING MAILBOX MAY BE REUSED IF IT MEETS THE RULES AND REGULATIONS OF THE UNITED STATES

POSTAL SERVICE AND IS FUNCTIONALLY SOUND.

31. DISTURBED AREAS MUST BE COMPACTED �AT A MINIMUM� E4UAL TO AD-ACENT UNDISTURBED GROUND EXCEPT WHEN

OTHERWISE SPECIFIED.

32. ALL DISTURBED AREAS WITHIN CONSTRUCTION WORK =ONES ARE TO BE GRASSED EXCEPT FOR AREAS THAT ARE LANDSCAPED� PAVED� OR BELOW NORMAL WATER LEVEL. EXISTING GRASSED AREAS MUST BE REPLANTED WITH SOD OF THE SAME GRASS TYPE AS EXISTING� UNLESS OTHERWISE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER.

=OYSIA SOD WILL BE USED FOR DISTURBED AREAS NOT CURRENTLY GRASSED. REINFORCEMENT MAT MUST BE INSTALLED

BENEATH SOD PLACED ON SLOPES OF 1V�2H OR STEEPER� AND THE SOD MUST BE STAPLED.

33. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL WILL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH

APPLICABLE REGULATORY AGENCY RE4UIREMENTS.

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50183693

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GENERAL NOTES �CONT.��

34. ALL E4UIPMENT MUST BE REMOVED FROM THE ROADWAY AND ROADWAY CLEAR =ONE WHEN NOT IN USE. WHEN E4UIPMENT IS IN USE WITHIN THE CLEAR =ONE OF THE ROADWAY� MOT IN ACCORDANCE WITH FDOT DESIGN STANDARDS AND MUTCD

RE4UIREMENTS MUST BE ACTIVATED.

35. ANY EXISTING SIGN THAT CONFLICTS WITH THE PROPOSED IMPROVEMENTS MUST BE RELOCATED AT THE DIRECTION OF THE

ENGINEER.

36. IF PREHISTORIC OR HISTORIC ARTIFACTS� SUCH AS POTTERY OR CERAMICS� PRO-ECTILE POINTS� DUGOUT CANOES� METAL IMPLEMENTS� HISTORIC BUILDING MATERIALS� OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN� EARLY EUROPEAN� OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME WITHIN THE PRO-ECT SITE AREA� THE PERMITTED PRO-ECT MUST CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE VICINITY OF THE DISCOVERY. THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF STATE� DIVISION OF HISTORICAL RESOURCES� COMPLIANCE REVIEW SECTION AT �850�-245-6333. PRO-ECT ACTIVITIES MUST NOT RESUME WITHOUT VERBAL AND�OR WRITTEN AUTHORI=ATION. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES� ALL WORK MUST STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH SECTION 872.05� FLORIDA

STATUTES.

37. IN THE EVENT THAT A STRUCTURAL FAILURE �SINK FEATURE� OCCURS DURING CONSTRUCTION� ALL CONSTRUCTION ACTIVITY MUST CEASE AND A FLORIDA REGISTERED GEOTECHINCAL ENGINEER MUST BE CONTACTED IMMEDIATELY. A CORRECTIVE ACTION PLAN MUST BE APPROVED BY NORTHWEST FLORIDA WATER MANAGEMENT DISTRICT �NWFWMD� AND IMPLEMENTED

PRIOR TO RESUMING CONSTRUCTION.

38. PRIOR TO RE4UESTING A FINAL INSPECTION� THE CONTRACTOR MUST PREPARE AND SUBMIT TO THE ENGINEER CERTIFIED

AS-BUILT RECORD DRAWINGS IN ACCORDANCE WITH THE SUPPLEMENTAL SPECIFICATIONS.

SUPPLEMENTAL GENERAL NOTES - GAS UTILITY

39. THE CONTRACTOR MUST FIELD VERIFY THE LOCATION OF ANY ACTIVE GAS MAIN AND SERVICES �IF ANY� WITHIN THE

CONSTRUCTION AREA PRIOR TO ANY CONSTRUCTION ACTIVITIES.

40. GAS UTILITY MUST BE NOTIFIED IF ANY PORTION OF THE GAS LINES ARE COMPROMISED IN ANY WAY DURING CONSTRUCTION.

41. THE CONTRACTOR MUST NOTIFY THE GAS UTILITY �850-891-5100� A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION IN THE VICINITY OF GAS MAINS� AS RE4UIRED BY CHAPTER 77-153 OF THE FLORIDA STATUTES. A GAS DEPARTMENT INSPECTOR WILL BE ON SITE WHEN WORK ACTIVITIES TAKE PLACE NEAR GAS MAINS. A MINIMUM OF 72 HOURS

NOTICE MUST BE PROVIDED FOR ANY RE4UEST FOR GAS MAIN EXPOSURE OR AD-USTMENT.

SUPPLEMENTAL GENERAL NOTES - WATER SEWER UTILITY

42. PRIOR TO ANY SCHEDULED INTERRUPTION OF WATER SERVICE� THE CONTRACTOR WILL COORDINATE SUCH INTERRUPTIONS WITH THE WATER UTILITY INSPECTOR AND WILL PROVIDE A MINIMUM 24-HOUR NOTICE TO THE AFFECTED PARTIES. IN THE CASE OF A WATER MAIN SHUT DOWN� A MINIMUM 24-HOUR NOTICE ALSO MUST BE PROVIDED TO THE TALLAHASSEE FIRE

DEPARTMENT.

43. POTABLE WATER SERVICE WILL BE MAINTAINED TO RESIDENCES AND BUSINESSES AT ALL TIMES� EXCEPT DURING THE

TRANSFER OF SERVICES.

44. KEEP FIRE HYDRANTS OPERABLE AND ACCESSIBLE AT ALL TIMES. DO NOT PLACE E4UIPMENT OR MATERIALS WITHIN 15 FEET OF ANY FIRE HYDRANT. FIRE HYDRANTS TAKEN OUT-OF-SERVICE MUST BE COVERED WITH BAGS� OR AS DIRECTED BY THE WATER UTILITY INSPECTOR� TO CLEARLY INDICATE THAT THE HYDRANT IS INOPERABLE. THE CONTRACTOR MUST REPORT OUT OF SERVICE HYDRANTS TO THE CITY INSPECTOR FOR NOTIFICATION TO THE FIRE DEPARTMENT DISPATCH CENTER.

45. SET METER BOXES WITH ADE4UATE ROOM BEHIND THE METER TO REPAIR LEAKS WITHOUT DIGGING UP SIDEWALKS� PAVEMENT� WALLS� SPRINKLER LINES� ETC.� THERE WILL BE NO BOXES IN SWALES� UNDER DOWN SPOUTS� NEXT TO CONDENSATE DRAINS OR ANY OTHER SIMILAR SITUATION THAT MAY FILL THE BOX WITH WATER AND�OR MUD. NO STANDING

WATER WILL BE ALLOWED IN METER BOXES.

46. ALL WATER CONSTRUCTION MUST BE IN ACCORDANCE WITH THE LATEST VERSION OF THE TECHNICAL SPECIFICATIONS FOR

WATER AND SEWER CONSTRUCTION.

SUPPLEMENTAL GENERAL NOTES - STORMWATER CONSTRUCTION�

47. IF THE PLANS DO NOT DESIGNATE A TYPE OF PIPE� EITHER STEEL REINFORCED CONCRETE PIPE �MINIMUM CLASS III� IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR FLORIDA DEPARTMENT OF TRANSPORTATION APPROVED POLYPROPYLENE PIPE MAY BE USED. NON-REINFORCED CONCRETE PIPE MAY NOT BE USED. WHEN THE PLANS DESIGNATE A TYPE OF PIPE� THE CONTRACTOR MAY USE ONLY THE TYPE DESIGNATED. THE CONTRACTOR MUST NOT USE A TYPE OF PIPE NOT DESIGNATED ON THE DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. POLYPROPYLENE PIPE MAY NOT TO BE USED FOR OPEN-ENDED PIPE RUNS� SUCH AS PIPES CONNECTING TO DITCHES OR PONDS. ON OPEN-ENDED PIPE RUNS� STEEL REINFORCED CONCRETE PIPE MUST BE USED FOR THE ENTIRE RUN OF PIPE FROM THE OPEN END TO THE NEAREST DRAINAGE STRUCTURE. ALL PIPES MUST BE CUT FLUSH WITH THE INSIDE OF DRAINAGE STRUCTURES.

48. ALL -OINTS OF CONCRETE PIPES� CULVERTS� AND STORM DRAINS MUST HAVE A FILTER FABRIC -ACKET AS DETAILED IN FDOT STANDARD PLANS� UNLESS NOTED OTHERWISE ON THE DRAWINGS OR DIRECTED BY THE ENGINEER.

49. ALL PIPE CULVERTS AND STORM DRAINS 48-INCHES OR LESS IN DIAMETER MUST BE VIDEO TAPED IN ACCORDANCE WITH THE

STANDARD SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

50. UNLESS NOTED OTHERWISE IN THE PLANS� THE CONTRACTOR MUST TAKE OWNERSHIP OF ALL EXCAVATED MATERIALS NOT SUITABLE FOR BACKFILLING AND OF ALL EXCAVATED SUITABLE MATERIALS THAT ARE NOT RE4UIRED FOR BACKFILLING OR FOR OTHER USE ON SITE AND MUST DISPOSE OF THE MATERIALS OUTSIDE THE PRO-ECT LIMITS AT NO ADDITIONAL COST TO THE

CITY.

51. ALL CURB INLETS� DITCH BOTTOM INLETS� AND MANHOLES MUST HAVE TRAFFIC BEARING FRAMES AND COVERS OR GRATES

MEETING HS-20 LOADING RE4UIREMENTS UNLESS OTHERWISE SHOWN ON THE PLANS.

52. ALL STORM DRAIN COVERS MUST BE TYPE USF T- �U.S. FOUNDRY NO. 8017195�� NPR15-728 �E- GROUP COVER NO. 3062A2�� OR

APPROVED E4UAL.

53. ALL TYPE - STRUCTURE BOTTOMS MUST HAVE A MINIMUM 6'-0Ș WALL HEIGHT WHEN POSSIBLE.

54. ALL GRATES MUST BE CHAINED AND LOCKED IN ACCORDANCE WITH FDOT STANDARD PLANS.

55. UTILITIES IN CONFLICT WITH THE INSTALLATION OF A NEW STORM DRAIN ARE TO BE AD-USTED OR RELOCATED TO ELIMINATE THE CONFLICT. IF THE CONFLICT CANNOT BE REASONABLY AVOIDED� A CONFLICT STRUCTURE WITH ACCESS MUST BE CONSTRUCTED IN ACCORDANCE WITH FDOT STANDARD PLANS� WITH THE EXCEPTION THAT FOR UTILITY CONFLICT CONDITION II �PRESSURE OR FLUID CARRIER INSTALLATIONS�� A CARRIER PIPE IS NOT RE4UIRED IF DUCTILE IRON PIPE IS USED FOR THE UTILITY AND NO PIPE -OINTS ARE LOCATED WITHIN THE CONFLICT STRUCTURE. ȗNOTCHINGȘ OF A STORM DRAIN PIPE OR STRUCTURE TO ACCOMMODATE A UTILITY MUST NOT BE ALLOWED. NO UTILITY MUST BE INSTALLED THROUGH ANY PORTION OF A

STORM DRAIN PIPE WITHOUT A CONFLICT STRUCTURE.

SUPPLEMENTAL GENERAL NOTES - TRAFFIC CONTROL�

56. THE CONTRACTOR MUST PREPARE A TRAFFIC CONTROL PLAN THAT DESCRIBES THE MEASURES TO BE EMPLOYED DURING CONSTRUCTION TO WARN MOTORISTS AND PEDESTRIANS OF HA=ARDS� TO ADVISE MOTORISTS OF THE PROPER TRAVEL PATH THROUGH OR AROUND THE WORK AREA� TO DELINEATE AREAS WHERE TRAFFIC SHOULD NOT OPERATE� AND TO SEPARATE AND PROTECT MOTORISTS� PEDESTRIANS� AND THE WORK FORCE DURING ALL PHASES OF THE WORK. THE PLAN MUST ALSO CONSIDER ACCESS TO BUSINESSES WITHIN THE CONSTRUCTION AREA AND PROVIDE BUSINESS ENTRANCE SIGNS TO ROUTE MOTORISTS TO DESIGNATED PARKING AREAS. PAYMENT FOR PREPARING AND SUBMITTING THE TRAFFIC CONTROL PLAN MUST

BE INCLUDED IN THE PAY ITEM FOR MOBILI=ATION.

57. ACCESS TO BUSINESS AND RESIDENTIAL DRIVEWAYS� AND ALL EXISTING TRANSIT STOPS MUST BE MAINTAINED AT ALL TIMES.

58. NO ROADWAYS �INCLUDING COUNTY ROADS� MUST BE CLOSED WITHOUT PRIOR APPROVAL OF CITY OF TALLAHASSEE TRAFFIC

ENGINEERING.

59. ALL TRAFFIC CONTROL DEVICES MUST BE INSTALLED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES AND�OR THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS.

60. ALL TRAFFIC CONTROL DEVICES MUST BE IN PLACE BEFORE THE START OF CONSTRUCTION ON AFFECTED ROADWAYS AND

REMOVED OR COVERED ONCE INCONSISTENT WITH INTENDED TRAVEL PATH.

SUPPLEMENTAL GENERAL NOTES - ELECTRIC UTILITY

61. CONTRACTOR TO VERIFY ALL EXISTING LOCATIONS OF OVERHEAD AND UNDERGROUND ELECTRIC FACILITIES WITHIN PRO-ECT

LIMITS PRIOR TO CONSTRUCTION ACTIVITIES.

62. ELECTRIC UTILITY MUST BE NOTIFIED IMMEDIATELY IF ANY PORTION OF THE ELECTRIC FACILITIES ARE DAMAGED DURING

CONSTRUCTION ACTIVITIES.

63. CONTRACTOR TO COORDINATE WITH CITY OF TALLAHASSEE ELECTRIC DEPARTMENT FOR UTILITY POLE AND UNDERGROUND E4UIPMENT RELOCATIONS�AD-USTMENTS AS RE4UIRED. ANY GRADE CHANGES AROUND EXISTING COT ELECTRIC FACILITIES

WILL RE4UIRE AD-USTMENT. PROVIDE 4 WEEKS NOTICE TO GRADE CHANGE.

64. CONTRACTOR TO PROVIDE 72 HOUR NOTICE FOR ANY POLE HOLDS RE4UIRED. POLE HOLDS WILL BE RE4UIRED FOR ANY GRADE

DISTURBANCE WITHIN 3' OF COT ELECTRIC POLES�E4UIPMENT.

ADDITIONAL GENERAL NOTES�

65. OTHER NOTES FOR LANDSCAPING� TREE PROTECTION� AND SEDIMENT EROSION CONTROL ARE LOCATED WITHIN THE PLAN

SET. SEE COVER SHEET FOR LOCATION.

UTILITY CONTACTS�

COMPANY CONTACT PERSON CONTACT NUMBER

CITY OF TALLAHASSEE ELECTRIC HOUSTON WHITFIELD �850�-891-5609

CITY OF TALLAHASSEE GAS PAUL CHANG �850�-891-5108

CITY OF TALLAHASSEE WATER�SEWER BRIAN BERRY �850�-891-6140

CITY OF TALLAHASSEE TRAFFIC -OSH HOLLINGSWORTH �850�-891-8509

CENTURYLINK BILL MCCORD �850�-815-3144� �850�363-8611

COGENT COMMUNICATIONS -ON BAKER �202�-793-5078

COMCAST COMMUNICATIONS ANDREW O'SHEA �904�-362-6390� �850�815-7831

DIAL COMMUNICATIONS BRUCE DAVIS �850�-877-3282� �850�251-8961

LUMEN NETWORK RELATIONS �877�-366-8344 [2

MCI � VERI=ON BUSINESS INVESTIGATIONS TEAM �800�-624-9675 EXT. 2

WINDSTREAM ENTERPRISE�WHOLESALE CLEC LOCATE DESK �800�-941-3430

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50183693

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OCTOBER 2025

M N

E S

M S

PAY ITEM NOTES

PAY ITEM NO. 101-1 MOBILI=ATION

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM NUMBER PER FDOT STANDARDS AND

SPECIFICATIONS. IN ADDITION� IT INCLUDES�

ALL ITEMS RE4UIRED BY VARIOUS PERMIT RE4UIREMENTS� PERMIT ACTIONS� AND ANY DIRECTIVES BY COT

CONSTRUCTION INSPECTION PERSONNEL OR THE ENGINEER.

INCLUDES ALL RE4UIRED TREE MITIGATION� TREE ROOT PRUNING� PRELIMINARY ARBORIST REPORT� AND FINAL

ARBORIST REPORT� AND ALL OTHER WORK PERFORMED BY THE ARBORIST.

PAY ITEM 102-1 MAINTENANCE OF TRAFFIC

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM NUMBER PER FDOT STANDARDS AND

SPECIFICATIONS. IN ADDITION� IT INCLUDES�

ALL TEMPORARY PAINT THAT MAY BE RE4UIRED TO IMPLEMENT THE TRAFFIC CONTROL PLAN OR AS OTHERWISE

DIRECTED BY THE ENGINEER.

ALL WORK =ONE SIGNS� DETOUR SIGNS� TRAFFIC CONTROL DEVICES� BARRICADES� ETC. NEEDED TO IMPLEMENT

THE TRAFFIC CONTROL OR AS OTHERWISE DIRECTED BY THE ENGINEER.

REMOVAL OF EXISTING PAVEMENT MARKINGS AND SIGNS THAT ARE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. WATER BLASTING METHODOLOGY IS PREFERRED HOWEVER� GRINDING IS AN ACCEPTABLE

ALTERNATIVE.

PAY ITEM 107-1 LITTER REMOVAL DISPOSAL �MAINTENANCE PERIOD OF 6-MONTHS�

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM NUMBER PER FDOT STANDARDS AND

SPECIFICATIONS. IN ADDITION� IT INCLUDES�

LITTER REMOVAL FOR THE DURATION OF THE CONSTRUCTION PERIOD IN ACCORDANCE WITH THE LANDSCAPE

TECHNICAL MAINTENANCE PLAN.

PAY ITEM 107-2 MOWING �MAINTENANCE PERIOD OF 6-MONTHS�

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM NUMBER PER FDOT STANDARDS AND

SPECIFICATIONS. IN ADDITION� IT INCLUDES�

MOWING FOR THE DURATION OF THE CONSTRUCTION PERIOD IN ACCORDANCE WITH THE LANDSCAPE TECHNICAL

MAINTENANCE PLAN.

PAY ITEM NO. 110-1-1 CLEARING AND GRUBBING

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THIS PAY ITEM NUMBER PER FDOT STANDARDS AND

SPECIFICATIONS. IN ADDITION� IT INCLUDES�

REMOVAL OF SELECT TREES AS SHOWN ON THE PLANS.

ADDITIONAL TREES MAY RE4UIRE REMOVAL DUE TO THEIR LOCATION WITHIN GRADING LIMITS BUT ARE NOT SPECIFICALLY IDENTIFIED DUE TO THEIR SI=E BEING UNDER C.O.T. PROTECTION THRESHOLD. THE REMOVAL OF

THESE TREES IS TO BE PAID FOR UNDER CLEARING GRUBBING.

PAY ITEM NO. 110-21 TREE PROTECTION BARRICADE

INCLUDES ALL WORK ASSOCIATED WITH THE CONSTRUCTING AND�OR INSTALLATION AND MAINTENANCE OF THE

TREE PROTECTION BARRICADES PER THE DETAILS SHOWN IN THE PLANS.

PAY ITEM 520-1-10-A CONCRETE CURB GUTTER� TYPE F �MODIFIED 18Ș�

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH PAY ITEM NUMBER 520-1-10 PER FDOT STANDARDS AND SPECIFICATIONS. IN ADDITION� IT INCLUDES ALL 18" DROP CURB AT DRIVEWAYS AND ALL WORK AND MATERIALS RE4UIRED TO CONSTRUCT THE ȗCONCRETE CURB GUTTER� TYPE F �MODIFIED 18Ș� AND 18" DROP CURB AS

DEPICTED IN THE PLANS.

PAY ITEM 522- �ALL ITEMS WITH 522 PREFIX� CONCRETE SIDEWALK AND DRIVEWAYS

INCLUDES ALL WORK NORMALLY ASSOCIATED WITH THESE PAY ITEM NUMBERS PER FDOT STANDARDS AND

SPECIFICATIONS. IN ADDITION� IT INCLUDES�

ALL WORK AND MATERIALS RE4UIRED FOR THE ADDITION OF FIBER REINFORCEMENT AS SPECIFIED IN THE CITY

OF TALLAHASSEE SUPPLEMENTAL SPECIFICATIONS.

PAY ITEM 550-10-210 FENCING� TYPE B� 0.0-5.0'� STANDARD FEATURES

INCLUDES REMOVAL OF EXISTING FENCE POST� POST BASES.

PAY ITEM 550-10-220 FENCING� TYPE B� 5.1-6.0'� STANDARD

INCLUDES REMOVAL OF EXISTING FENCE POST� POST BASES.

PAY ITEM 550-60-235 FENCE GATE� TYPE B� SLIDING�CANTILEVER� 20.1-24' OPENING

INCLUDES REMOVAL OF EXISTING GATE POST� POST BASES.

PAY ITEMS LS-01-IW� LS-02-S=� AND LS-03-PB

INCLUDES ALL WORK AND MATERIALS FOR THE INSTALLATION OF TREES� SHRUBS� AND GROUNDCOVERS AS SPECIFIED IN THE C.O.T. LANDSCAPE SPECIFICATIONS AND CONTRACT DOCUMENTS. IN ADDITION� IT INCLUDES� MAINTENANCE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND LANDSCAPE TECHNICAL MAINTENANCE PLAN

FOR THE DURATION OF THE CONSTRUCTION PERIOD.

ANY WATER USAGE FROM A SEPARATE METERED SOURCE RE4UIRED TO MAINTAIN THE PLANTS FOR THE DURATION

OF THE CONSTRUCTION PERIOD.

MULCH RE4UIREMENTS PER SPECIFICATION. �THIS LINE NOT NEEDED IF HAVE LS-05 ON PRO-ECT�

PAY ITEM NO. LS-04� LANDSCAPE SOIL

INCLUDES ALL WORK AND MATERIALS FOR LANDSCAPE SOIL AS SPECIFIED IN THE C.O.T. LANDSCAPE

SPECIFICATIONS AND CONTRACT DOCUMENTS. THIS PAY ITEM INCLUDES TESTING.

PAY ITEM NO. LS-05� MULCH

INCLUDES ALL WORK AND MATERIALS FOR MULCH AS SPECIFIED IN THE C.O.T. LANDSCAPE SPECIFICATIONS AND

CONTRACT DOCUMENTS.

PAY ITEM NO. LS-06-IRR- IRRIGATION SYSTEM COMPLETE

INCLUDES ALL WORK AND MATERIALS FOR THE COMPLETE IRRIGATION SYSTEM AS SHOWN IN THE CONTRACT

DOCUMENTS. IN ADDITION� IT INCLUDES�

ALL WATER USAGE UTILITY FEES ASSOCIATED WITH IRRIGATION SYSTEM DURING THE CONSTRUCTION PERIOD.

PAY ITEM NO. LS-06-IRR-TAP IRRIGATION SYSTEM� WATER CONNECTION COMPLETE

ALL WORK AND MATERIALS FOR A WATER CONNECTION TO SUPPLY WATER TO THE IRRIGATION SYSTEM. THIS ITEM INCLUDES�TAP� METER� PIPING� FITTINGS� ETC� BACKFLOW ASSEMBLY� TESTING� AND CERTIFICATION� ALL ACCOUNT

SETUP FEES� ALL SYSTEM CHARGES.

WORK AND MATERIALS TO PROVIDE ELECTRICAL POWER FROM SOURCE TO CONTROLLER INCLUDING BUT NOT LIMITED TO ELECTRIC WIRING� E4UIPMENT� PERMIT FEES� RISER DIAGRAMS� AND ANY ADDITIONAL ITEMS RE4UIRED PER CITY AND FBC. EXECUTION OF THIS ITEM SHALL BE IN ACCORDANCE WITH THE CITY OF TALLAHASSEE TECHNICAL SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION AND THE CITY OF TALLAHASSEE RULES AND REGULATIONS FOR BACKFLOW PREVENTION AND CROSS-CONNECTION IN EFFECT AT THE TIME BIDS ARE RECEIVED.

PAY ITEM NO. LS-07-W30 LANDSCAPE MAINTENANCE WARRANTY PERIOD OF 1-YEAR

INCLUDES ALL WORK AND MATERIALS FOR THE MAINTENANCE OF THE LANDSCAPE AND TURF IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND LANDSCAPE TECHNICAL MAINTENANCE PERIOD AS DEFINED IN THE C.O.T.

LANDSCAPE SPECIFICATIONS.INCLUDES LITTER REMOVAL AND MOWING IN ACCORDANCE WITH THE LANDSCAPE TECHNICAL MAINTENANCE PLAN.INCLUDES ALL WATER USAGE FROM A SEPARATE METERED SOURCE OR THE PERMANENT IRRIGATION RE4UIRED TO MAINTAIN THE PLANTS FOR THE DURATION OF THE MAINTENANCE�WARRANTY PERIOD AS DEFINED IN THE C.O.T. LANDSCAPE SPECIFICATIONS. THE UNIT FOR THIS PAY ITEM IS 'EACH PERIOD.'

'EACH PERIOD' IS 30 DAYS.

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50183693

M.FREIDIN

M.=ALESKI

OCTOBER 2025

B R E V

M S

12"WOK

TREE TRUNK

LIMIT

SPEED

CRQFUHWH SLGHZDON�DULYHZD\

CRQFUHWH RLSRDS?GUDYHO

DLUW DULYHZD\

RB ROSE BUD

CHN CHINKAPIN

CA CAMPHOR

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CHB CHINABERRY

BAY BAY

BG BLACK GUM

BR BIRCH

BW BASSWOOD

B BEECH

A ASH

PL PLUM

PO POPLAR

POK POST OAK

PR PEAR

PRS PERSIMMON

MP MAPLE

MUL MULBERRY

P PINE

PC PECAN

M MAGNOLIA

MO MIMOSA

WM WAX MYRTLE

LOK LIVE OAK

HY HOLLY

IW IRONWOOD

LROK LAUREL OAK

-M -APANESE MAGNOLIA

WTO WHITE OAK

WOK WATER OAK

CW COTTON WOOD

E ELM

D DOGWOOD

DP DATE PALM

H HICKORY

HA HACKBERRY

CPM CABBAGE PALM

CT CHINESE TALO

CYP CYPRESS

CHLRL CHERRY LAUREL

CM CRAPE MYRTLE

SPM SABLE PALM

TOK TURKEY OAK

T TUPELO

SYM SYCAMORE

W WILLOW

TUN TUNG TREE

SG SWEET GUM

SAS SASSAFRAS

SOK SCRUB OAK

ROK RED OAK

S SWEET BAY

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SANITARY SEWER MANHOLE

SERVICE POLE

POWER POLE

WATER VALVE

TEL. PEDESTAL

TELEPHONE POLE

ELECTRIC MANHOLE

E-PULLBX ELECTRIC PULLBOX

POWER POLE WITH BURIED ELECTRIC

CITY OF TALLAHASSEE

TELEPHONE OR POWER POLE GUYWIRE

SIGN

UNDERGROUND ELECTRIC CABLE

18" CORRUGATED METAL PIPE

DUCTILE TELEPHONE LINE

SANITARY SEWER LINE

STORM DRAIN MANHOLE

UNDERGROUND TELEPHONE

OVER HEAD ELECTRIC

OVER HEAD TELEPHONE

PROPERTY LINE

FIBER OPTIC CABLE

24" REINFORCED CONCRETE PIPE

CONCRETE HEADWALL

REINFORCED CONCRETE PIPE

GUY POLE

TELEPHONE MANHOLE

POLY VINYL CHLORIDE

MITERED END SECTION

EDGE OF PAVEMENT

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BACK OF CURB GUTTER

FIRE HYDRANT

SSCO SEWER CLEANOUT

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CHAIN LINK FENCE �CLF�

WOODEN FENCE �WF�

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

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LEGEND� ABBREVIATIONS�

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LEGEND� EXISTING SYMBOLS

TREE ABBREVIATIONS�

LEGEND� EXISTING SYMBOLS

LEGEND

PROPOSED 4" CONCRETE

PROPOSED 6" CONCRETE

FULL DEPTH PAVMT. RECONSTRUCTION

CURB RAMP PER FDOT INDEX 522-002

FLARED DRIVEWAY PER FDOT INDEX 522-003

REPRESENT CRITICAL PROTECTION

=ONE� RADIUS OF 1 FOOT FOR EACH

INCH OF THE TREE'S DBH.

TREE SI=E AND TYPE

�DIAMETER MEASURED

# BREAST HEIGHT�

POSTED SPEED

EISENHOWER ST.

LIMIT

SPEED

POSTED SPEED

DALE ST.

VILLAMORE AVE.

RIDGEWAY ST.

TREE TO BE REMOVED

SEE ARBORIST PLANS

FOR TREE MITIGATION

RE4UIREMENTS

CR-X

G-X

18" RCP

0.8'

E N H

E R S

E E T

ALE

E E T

88 90

SEE NOTE #1

FOR UPSTREAM

INPUT FLOW DATA

EX. 15" RCP

OFF-SET INFLOW

PIPE TO S-2

EX. 15" RCP

DISCHARGE PIPE

TO CITY POND

OUTFALL LOCATION

CITY POND POND

DN0000064

S-4

S-3 S-2

S-1

SABAL PALM

ELEMENTARY

MABRY COURT

MFARTHUR STREET

VILLAMORE AVENUE

CB-1A

CB-3

CB-4

S-1A

CB-3

CB-4

CB-1A

OUTFALL LOCATION

CITY OF TALLAHASSEE POND

DN0000064

SABAL PALM

ELEMENTARY SCHOOL

RIDGEWAY STREET

E S

E E T

E R S

E E T

E N H

E R S

E E T

D S

E E T

R Y

E E T

BOATNER STREET

VAN FLEET STREET

E N H

E R S

E E T

N S

E E T

VILLAMOREAVENUE

E S

E E T

WAINWRIGHT STREET

MFARTH

UR STR

EET

MFE

LRO

Y S

TRE

MFARTHUR STREET

N E

E E T

W E

LCH

E E T

K E

LLY S

TRE

E T

KEATOR STREET

VILLAMORE AVEN

M U N S

LOU

ROBERTS AVENUE

WAINWRIGHT STREET

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50183693

M.FREIDIN

M.=ALESKI

OCTOBER 2025

D R

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M S

LEGEND

SABAL PALM CB

GIS SUB-BASINS

EXISTING CONTOUR

EXISTING SPOT ELEVATION

CATCH BASIN EXTENTS

FLOW ARROW

188.04

NOTES�

1. THE UPSTREAM CONVEYANCE WAS NOT SURVEYED� THE

INFLOW FLOW INTO S-2 WAS BASED ON FULL FLOW AT

CROWN OF EXISTING PIPE AT 1� SLOPE �7 CFS�.

2. SEE DRAINAGE REPORT AND STORMCAD ANALYSIS FOR

ALL BASIN FLOWS.

3. RATIONAL METHOD USED FOR ALL STORMWATER

MODELING.

4. GIS INFORMATION FROM THE TLCGIS INFO DATA HUB.

11' TRAVEL LANE11' TRAVEL LANE6' GRASS STRIP6' SIDEWALK

SOD

4" 3500 PSI REINFORCED

CONCRETE WITH FIBER

MIN. 3LB�CY

�LIGHT BROOM FINISH�12" STABILI=ED SUBGRADE

TIE TO EX. GROUND

�SLOPE VARIES�

3�1 �MAX.�

3�1 �M

AX.

NATURAL GROUND

1.5� 1�

EXISTING ROADWAY

STANDARD CLEARING GRUBBING

E X R

TYPICAL SIDEWALK SECTION

VILLAMORE AVENUE

STA. 20+28 - 27+52

NOTE� TYPICAL SECTION VARIES FROM�

STA. 27+18 TO 27+58

STA. 20+50.05 TO 20+87.20

�SEE CROSS SECTIONS�

�SEE SHEET 46 FOR PAVEMENT DESIGN�

CONCRETE SIDEWALK

4" 3500 PSI REINFORCED

CONCRETE WITH FIBER

MIN. 3LB�CY

�LIGHT BROOM FINISH�

SUBGRADE

12" MIN. 95� MODIFIED PROCTOR

6�

PROFILE

GRADE POINT

PROPOSED 18" CURB GUTTER

�OPTIONAL BASE GROUP 4 �6"� BASE

EX. PROFILE GRADE

ʩ OF SURVEY

EX. ROW �59'-60'�

E X R

NOTES�

1. CURB AND GUTTER ON DALE TO REMAIN UNLESS OTHERWISE NOTED IN PLANS.

2. SAWCUT ASPHALT TO PROVIDE CLEAN EDGE WHERE NEW CURB AND GUTTER IS PROPOSED.

3. PROPOSED GRADE LINE AT BACK OF SIDEWALK� SEE PROFILE AND CROSS SECTIONS.

4. SOD TO BE PINNED AND LAPPED ON ALL SLOPES 3�1 OR GREATER AND AT DITCH.

5. SLOPE AREA BETWEEN R�W AND SIDEWALK TO PROVIDE POSITIVE DRAINAGE TO DITCH

BOTTOM. SEE CROSS SECTIONS.

6. PROPOSED EASEMENTS RE4UIRED� SEE PLAN SHEETS.

11' TRAVEL LANE11' TRAVEL LANE

EX. CURB

GUTTER

6' SIDEWALK

NATURAL GROUND

EXISTING ROADWAY

STANDARD CLEARING GRUBBING

E X R

TYPICAL SIDEWALK SECTION

DALE STREET

STA. 30+37 - 37+41

CONCRETE SIDEWALK

4" 3500 PSI REINFORCED

CONCRETE WITH FIBER

MIN. 3LB�CY

�LIGHT BROOM FINISH�

SUBGRADE

12" MIN. 95� MODIFIED PROCTOR

12" STABILI=ED SUBGRADE

1.5�

EX. PROFILE GRADE

ʩ OF SURVEY

E X R

EX. ROW �59'-61'�

4" 3500 PSI

REINFORCED

CONCRETE WITH

FIBER MIN.

3LB�CY

�LIGHT BROOM

FINISH�

PROFILE

GRADE

POINT

8�

6' GRASS STRIP

TIE TO EX. GROUND

�SLOPE VARIES�

3�1 �MAX.�

3�1 �M

AX.

6�

SOD

P R E P

E D B

-OB NR.

DRAWN

DESIGNED

CHECKED

DATE

SHEET

S H E E T

P R O-

E C T

R E V

N S

1D E S C R

2 3 4 5

E B Y

E N

N E E R O

F R

E C

D M

L F R E

P .E

N O.

E S

U R E

U N D E R

N D U

C I N F R

U C

R E

S S

E E T� T

S E E F L

T A

L L

A H

A S

S E

50183693

M.FREIDIN

M.=ALESKI

OCTOBER 2025

E C

M S

11' TRAVEL LANE 11' TRAVEL LANE

EX. CURB

GUTTER

6' GRASS STRIP 6' SIDEWALK

TIE TO EX. GROUND

�SLOPE VARIES�

3�1 �M

AX.

3�1 �MAX.�

NATURAL GROUND

8�

EXISTING ROADWAY

STANDARD CLEARING GRUBBING

E X R

TYPICAL SIDEWALK SECTION

RIDGEWAY STREET

STA. 40+20.82-40+99.50

STA. 42+28.34-43+60

NOTE� TYPICAL SECTION VARIES FROM�

40+89.64 -40+99.50

�SEE CROSS SECTIONS�

CONCRETE SIDEWALK

4" 3500 PSI REINFORCED

CONCRETE WITH FIBER

MIN. 3LB�CY

�LIGHT BROOM FINISH�

SUBGRADE

12" MIN. 95� MODIFIED PROCTOR

11' TRAVEL LANE 11' TRAVEL LANE

EX. CURB

GUTTER

3.5'

GRASS

STRIP 6' SIDEWALK

12" STABILI=ED SUBGRADE

8�

EXISTING ROADWAY

STANDARD CLEARING GRUBBING

E X R

TYPICAL SIDEWALK SECTION

RIDGEWAY STREET

STA. 40+99.50-42+28.34

CONCRETE SIDEWALK

6" 3500 PSI REINFORCED

CONCRETE WITH FIBER

MIN. 3LB�CY

�LIGHT BROOM FINISH�

SUBGRADE

12" MIN. 95� MODIFIED PROCTOR

4" 3500 PSI

REINFORCED

CONCRETE WITH

FIBER MIN.

3LB�CY

�LIGHT BROOM

FINISH�

12" STABILI=ED SUBGRADE

1.5�

PROFILE

GRADE

POINT

EX. PROFILE GRADE

ʩ OF SURVEY

E X R

EX. ROW �59'-61'�

EX. PROFILE GRADE

ʩ OF SURVEY

E X R

EX. ROW �59'-61'�

11' TRAVEL LANE11' TRAVEL LANE6' SIDEWALK

SOD

4" 3500 PSI

REINFORCED

CONCRETE WITH

FIBER MIN.

3LB�CY

�LIGHT BROOM

FINISH�

12" STABILI=ED SUBGRADE

TIE TO EX. GROUND

�SLOPE VARIES�

3�1 �MAX.�

3�1 �M

AX.

NATURAL GROUND

1.5�

EXISTING ROADWAY

STANDARD CLEARING GRUBBING

E X R

TYPICAL SIDEWALK SECTION

DALE STREET

STA. 37+41-37+85

CONCRETE SIDEWALK

4" 3500 PSI REINFORCED

CONCRETE WITH FIBER

MIN. 3LB�CY

�LIGHT BROOM FINISH�

SUBGRADE

12" MIN. 95� MODIFIED PROCTOR

6�

PROFILE

GRADE POINT

PROPOSED 18" CURB GUTTER

�OPTIONAL BASE GROUP 4 �6"� BASE

EX. PROFILE GRADE

ʩ OF SURVEY

EX. ROW �59'-61'�

E X R

6" 3500 PSI

REINFORCED

CONCRETE WITH

FIBER MIN.

3LB�CY

�LIGHT BROOM

FINISH�

PROFILE

GRADE

POINT

6�

SOD

TIE TO EX. GROUND

�SLOPE VARIES�

3�1 �M

AX.

3�1 �MAX.�

NATURAL GROUND

6�

SOD

P R E P

E D B

-OB NR.

DRAWN

DESIGNED

CHECKED

DATE

SHEET

S H E E T

P R O-

E C T

R E V

N S

1D E S C R

2 3 4 5

E B Y

E N

N E E R O

F R

E C

D M

L F R E

P .E

N O.

E S

U R E

U N D E R

N D U

C I N F R

U C

R E

S S

E E T� T

S E E F L

T A

L L

A H

A S

S E

50183693

M.FREIDIN

M.=ALESKI

OCTOBER 2025

E C

M S

BENCH MARK (TBM)

SET COT NAIL & CAP

MARKED BENCHMARK IN

POWER POLE. EL:90.40

(NAVD)

CONTROL

POINT#138

CONTROL

POINT#132

CONTROL

POINT#103

CONTROL

POINT#125

CONTROL

POINT#118

CONTROL

POINT#102

CONTROL

POINT#112

CONTROL

POINT#144

BEGIN PROJECT

STA. 40+00

END PROJECT

STA. 59+90

END PROJECT

STA. 38+27

BEGIN PROJECT

STA. 20+00

BEGIN PROJECT

STA. 50+00

END PROJECT

STA. 28+00

END PROJECT

STA. 53+74RIDGEWAY STREET

D A

S T R E E T

KEATOR STREET

H A R R

S T R E E T

E N H O W E R S

T R E E T

VILLAMORE AVEN

SABAL PALM

ELEMENTARY SCHOOL

SHEET 15

SHEET 16

S H E E T

SHEET 20

SHEET 19

S H E E T

N N030° 25' 29.7" E W084° 20' 08.5"

N N030° 25' 30.6" E W084° 19' 59.5"

N N030° 25' 30.5" E W084° 20' 00.0"

N N030° 25' 38.5" E W084° 19' 58.7"

N N030° 25' 37.9" E W084° 20' 12.4"

N N030° 25' 39.0" E W084° 20' 08.1"

N N030° 25' 29.3" E W084° 20' 08.3"

BEGIN PROJECT

STA. 30+00

1�

P R E P

E D B

-OB NR.

DRAWN

DESIGNED

CHECKED

DATE

SHEET

S H E E T

P R O-

E C T

R E V

N S

1D E S C R

2 3 4 5

E B Y

E N

N E E R O

F R

E C

D M

L F R E

P .E

N O.

E S

U R E

U N D E R

N D U

C I N F R

U C

R E

S S

E E T� T

S E E F L

T A

L L

A H

A S

S E

50183693

M.FREIDIN

M.=ALESKI

OCTOBER 2025

P R O-

E C T

U T

M S

PNT#102

SET 60d NAIL N:518727.8850 E:2021055.2070

EL:90.46 (NAVD 88)

PNT#103

SET 60d NAIL N:519124.1740 E:2021157.2970

EL:92.56 (NAVD 88)

PNT#112

SET 60d NAIL N:518301.4860 E:2021069.0630

EL:87.74 (NAVD 88)

PNT#118

SET 60d NAIL N:518333.4680 E:2020767.2490

EL:85.11 (NAVD 88)

PNT#125

SET 60d NAIL N:518256.8970 E:2020335.3890

EL:83.05 (NAVD 88)

PNT#132

SET 60d NAIL N:519072.9640 E:2020966.3430

EL:89.22 (NAVD 88)

PNT#138

SET 60d NAIL N:518723.0050 E:2020305.8900

EL:86.66 (NAVD 88)

PNT#144

SET COT NAIL & DISK

MARKED SURVEY POINT

N:519069.4700 E:2020295.7760

EL:88.67 (NAVD 88)

20+00 21+00 22+00 23+00 24+00 25+00

26+00 27+00

28+00

+77 +28 +27

+52

E R

WATER

REMOVE EX. PIPE� SIDEWALK�

CURB� GUTTER� AND DRAINAGE

STRUCTURES

REMOVE EX. PIPE

AND HEADWALLS AND

DRIVEWAY

FULL DEPTH RECONSTRUCTION

REMOVE ALL EX. PAVEMENT�

BASE� AND SUBGRADE

FULL DEPTH RECONSTRUCTION

REMOVE ALL EX. PAVEMENT�

BASE� AND SUBGRADE

REMOVE EX. PIPE

TREE TO BE

REMOVED �TYP.�

REMOVE EX.

CURB GUTTER

REMOVE EX.

CURB GUTTER

FENCE TO BE

REMOVED �TYP.�

REMOVE EX. PAVEMENT MARKINGS.

HYDROBLAST OR APPROVED E4UAL

�LOCATION IS APPROX.�

REMOVE

EX. STUMP

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

W W

S S

O E

WATE

WATER

GW GW

SANS

O E

G A S

O E

SCHOOL

18" RCP

VILLAMORE AVENUE

E S

E E T

P R E P

E D B

-OB NR.

DRAWN

DESIGNED

CHECKED

DATE

SHEET

S H E E T

P R O-

E C T

R E V

N S

1D E S C R

2 3 4 5

E B Y

E N

N E E R O

F R

E C

D M

L F R E

P .E

N O.

E S

U R E

U N D E R

N D U

C I N F R

U C

R E

S S

E E T� T

S E E F L

T A

L L

A H

A S

S E

50183693

M.FREIDIN

M.=ALESKI

OCTOBER 2025

D E M

N P

M S

TREE TO BE REMOVED �SEE ARBORIST PLANS�

DEMOLITION AREA

FENCE TO BE REMOVED

DEMOLITION NOTES�

1. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR UTILITY RELOCATIONS AND AD-USTMENTS.

2. CONTRACTOR TO AD-UST ALL UTILITIES INCLUDING BUT NOT LIMITED TO VALVES� MANHOLES� VAULTS� POLE

FOUNDATIONS� HYDRANTS� WATER SERVICES AND SEWER REPLACEMENT �IF NECESSARY� TO FINISH GRADE ELEVATION.

3. PRO-ECT AREA MAY CONTAIN UTILITIES THAT MAY NOT HAVE BEEN SURVEYED AND IN CONFLICT WITH PROPOSED

CONSTRUCTION.

4. WHERE EXISTING ITEMS SUCH AS ASPHALT� CONCRETE� ETC SHOWN TO BE REMOVED SHALL BE CLEAN SAWCUT.

5. PAVEMENT MARKINGS SHALL BE REMOVED IN MANNER NOT TO DAMAGE ASPHALT. USE PAY ITEM 710-17-1.

6. SEE UTILITY AD-USTMENT SHEETS FOR ALL APPLICABLE UTILITY AD-USTMENTS.

NOTE� GAS IN AREA

LIMITS OF CONSTRUCTION

PROPOSED EASEMENT

+67

+48

DALE STREET

AY S

E E T

49+00

50+00

51+00

52+00

53+00

53+74

REMOVE EX. CURB�

GUTTER� AND PAVED

TURNOUT

FULL DEPTH RECONSTRUCTION

REMOVE ALL EX. PAVEMENT�

BASE� AND SUBGRADE

TREE TO BE

REMOVED �TYP.�

REMOVE EX. CURB� GUTTER�

CONC. TURNOUT� AND

SIDEWALK

REMOVE EX. SIDEWALK�

CURB� AND GUTTER

REMOVE EX. SIDEWALK

CONNECTION� CURB� AND GUTTER

FENCE TO BE

REMOVED �TYP.�

REMOVE EX.

GATE

REMOVE EX. PAVEMENT MARKINGS.

HYDROBLAST OR APPROVED E4UAL

�LOCATION IS APPROX.�

REMOVE EX. PAVEMENT MARKINGS.

HYDROBLAST OR APPROVED E4UAL

�LOCATION IS APPROX.� SEE DEMOLITION NOTES�

33+00

34+00 35+00

36+00 37+00 38+00 38+27

W W

W W W W W

W W W W WW

W W

S S

GAS

WATER

WVWATER

WATER

G W

TPED

S A N S

O E

G A S

GAS

SCHOOL

N 1" 60'

P R E P

E D B

-OB NR.

DRAWN

DESIGNED

CHECKED

DATE

SHEET

S H E E T

P R O-

E C T

R E V

N S

1D E S C R

2 3 4 5

E B Y

E N

N E E R O

F R

E C

D M

L F R E

P .E

N O.

E S

U R E

U N D E R

N D U

C I N F R

U C

R E

S S

E E T� T

S E E F L

T A

L L

A H

A S

S E

50183693

M.FREIDIN

M.=ALESKI

OCTOBER 2025

D E M

N P

M S

LEGEND

DEMOLITION AREA

FENCE TO BE REMOVED

LIMITS OF CONSTRUCTION

PROPOSED EASEMENT

TREE TO BE REMOVED

�SEE ARBORIST PLANS�

DEMOLITION NOTES�

1. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR UTILITY RELOCATIONS AND AD-USTMENTS.

2. CONTRACTOR TO AD-UST ALL UTILITIES INCLUDING BUT NOT LIMITED TO VALVES� MANHOLES� VAULTS� POLE FOUNDATIONS�

HYDRANTS� WATER SERVICES AND SEWER REPLACEMENT �IF NECESSARY� TO FINISH GRADE ELEVATION.

3. PRO-ECT AREA MAY CONTAIN UTILITIES THAT MAY NOT HAVE BEEN SURVEYED AND IN CONFLICT WITH PROPOSED

CONSTRUCTION.

4. WHERE EXISTING ITEMS SUCH AS ASPHALT� CONCRETE� ETC SHOWN TO BE REMOVED SHALL BE CLEAN SAWCUT.

5. PAVEMENT MARKINGS SHALL BE REMOVED IN MANNER NOT TO DAMAGE ASPHALT. USE PAY ITEM 710-17-1.

6. SEE UTILITY AD-USTMENT SHEETS FOR ALL APPLICABLE UTILITY AD-USTMENTS.

NOTE� GAS IN AREA

40+00 41+00 42+00 43+00 44+00 45+00

RIDGEWAY STREET

E N H

E R S

E E T

REMOVE EX. SIDEWALK�

CURB RAMP� AND GUTTER

TREE TO BE REMOVED �TYP.�

REMOVE EX.

CURB AND GUTTER

REMOVE EX.

CURB AND GUTTER

REMOVE EX.

CONC.

SIDEWALK

RAMP

REMOVE EX.

CURB AND GUTTER

REMOVE EX. CURB

AND GUTTER

REMOVE EX. PAVEMENT MARKINGS.

HYDROBLAST OR APPROVED E4UAL

�LOCATION IS APPROX.� SEE DEMOLITION NOTES�

REMOVE EX. SIDEWALK�

CURB RAMP� AND GUTTER

REMOVE EX. SIDEWALK�

CURB RAMP� AND GUTTER.

REMOVE EX. SIDEWALK�

CURB RAMP� AND GUTTER.

REMOVE EX. PAVEMENT MARKINGS.

HYDROBLAST OR APPROVED EQUAL

(LOCATION IS APPROX., SEE

DEMOLITION NOTES)

W W

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

W W

S S

G A S

WATER

TPED

SANS

SD SD

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

O E

GASGASGAS

G A S

SCHOOL

STOP

P R E P

E D B

-OB NR.

DRAWN

DESIGNED

CHECKED

DATE

SHEET

S H E E T

P R O-

E C T

R E V

N S

1D E S C R

2 3 4 5

E B Y

E N

N E E R O

F R

E C

D M

L F R E

P .E

N O.

E S

U R E

U N D E R

N D U

C I N F R

U C

R E

S S

E E T� T

S E E F L

T A

L L

A H

A S

S E

50183693

M.FREIDIN

M.=ALESKI

OCTOBER 2025

D E M

N P

M S

DEMOLITION AREA

NOTE� GAS IN AREA

FENCE TO BE REMOVED

LIMITS OF CONSTRUCTION

PROPOSED EASEMENT

DEMOLITION NOTES�

1. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR UTILITY

RELOCATIONS AND AD-USTMENTS.

2. CONTRACTOR TO AD-UST ALL UTILITIES INCLUDING BUT NOT LIMITED TO VALVES�

MANHOLES� VAULTS� POLE FOUNDATIONS� HYDRANTS� WATER SERVICES AND

SEWER REPLACEMENT �IF NECESSARY� TO FINISH GRADE ELEVATION.

3. PRO-ECT AREA MAY CONTAIN UTILITIES THAT MAY NOT HAVE BEEN SURVEYED

AND IN CONFLICT WITH PROPOSED CONSTRUCTION.

4. WHERE EXISTING ITEMS SUCH AS ASPHALT� CONCRETE� ETC SHOWN TO BE

REMOVED SHALL BE CLEAN SAWCUT.

5. PAVEMENT MARKINGS SHALL BE REMOVED IN MANNER NOT TO DAMAGE ASPHALT.

USE PAY ITEM 710-17-1.

6. SEE UTILITY AD-USTMENT SHEETS FOR ALL APPLICABLE…

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