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GOVERNING STANDARDS AND SPECIFICATIONS:

PLANS PREPARED BY:

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File Tracker No.:

Project No.:

Moore Bass Consulting, Inc.

UNDERGROUND UTILITIES & PUBLIC

INFRASTRUCTURE DEPARTMENT

UU&PI ENGINEERING DIVISION

WATER UTILITY ENGINEERING

PUMP STATION 92 REPLACEMENT

100% CONSTRUCTION DOCUMENTS

FEBRUARY 24, 2026

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Florida Department of Transportation Standard Plans for Road Construction, Current Edition Standard Specifications for Road and Bridge Construction, Current Edition City of Tallahassee Standard Specifications for the Design and Construction of Water and Wastewater Facilities, Current Edition

AS AMENDED BY CONTRACT DOCUMENTS

Attention is directed to the fact that these plans may have been altered in size by reproduction. This must be considered when obtaining scaled data.

2400959, FUND 503

WS/CIP 501

Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

805 NORTH GADSDEN STREET

TALLAHASSEE, FLORIDA 32303

OSCEOLA ST

CAMPBELL ST

DAISY ST

POPPY ST

PALM BEACH ST

Ben B. Hood State of Florida, Professional Engineer, License No. 69167

This item has been digitally signed and sealed by Ben B. Hood on the date indicated here.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

INDEX OF SHEETS

Sheet Number Sheet Title

1.0 COVER SHEET

1.1 SIGNATURE SHEET

1.2 GENERAL NOTES

2.0 EXISTING CONDITIONS MAP

3.1 DEMOLITION NOTES & DETAILS

3.2 DEMOLITION PLAN (PHASE 1)

3.3 DEMOLITION PLAN (PHASE 2)

4.0 GEOMETRY PLAN

5.0 GRADING PLAN

6.1 UTILITY PLAN (PHASE 1)

6.2 UTILITY PLAN (PHASE 2)

6.3 UTILITY BYPASS PLAN

6.4 SEWER PROFILES

7.1 PUMP STATION DETAILS

7.2 PUMP STATION DETAILS

7.3 PUMP STATION DETAILS

7.4 PUMP STATION DETAILS

LS1.0 LANDSCAPE PLAN

LS1.1 TREE MITIGATION PLAN

E-01 ELECTRICAL PLAN

E-02 ELECTRICAL RISER DIAGRAM

E-03 ELECTRICAL CONTROL PANEL LAYOUT

E-04 ELECTRICAL CONTROL PANEL LAYOUT

E-05 ELECTRICAL WIRING DIAGRAM

E-06 ELECTRICAL INTERCONNECT DIAGRAM

REFER TO SIGNATURE SHEET FOR

DELINEATION OF RESPOSIBILITY.

G-01 REPORT OF SOIL BORINGS

G-02 G-03 G-04

REPORT OF SOIL BORINGS

REPORT OF SOIL BORINGS

REPORT OF SOIL BORINGS

CS-0.1 STRUCTURAL COVER SHEET

S-0.1 STRUCTURAL GENERAL NOTES

S-1.0 OVERALL STRUCTURAL VIEW

S-1.2 PILE LAYOUT

S-2.1 WALL SECTIONS

S-3.1 ENLARGED DETAILS AND CALLOUTS

S-4.1 TYPICAL CONCRETE WALL DETAILS

S-1.3 PILE LAYOUT BELOW PRECAST BYPASS VAULT

S-1.1 STRUCTURAL PLANS

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Th is ite m ha s b ee n d igi tal ly sig ne d a nd se ale d b y Be n B . H oo d o n t he da te ind ica ted he re

Pr int ed co pie s o f th is do cu me nt ar e n ot co ns ide re d s ign ed an d s ea led an d t he si gn atu re mu st be ve rifi ed on an y e lec tro nic co pie s.

SHEET NO. SHEET DESCRIPTION

E-01 ELECTRICAL PLAN

E-02 ELECTRICAL RISER DIAGRAM

E-03 ELECTRICAL CONTROL PANEL LAYOUT

E-04 ELECTRICAL CONTROL PANEL LAYOUT

E-05 ELECTRICAL WIRING DIAGRAM

E-06 ELECTRICAL INTERCONNECT DIAGRAM

SHEET NO. SHEET DESCRIPTION

G-01 REPORT OF SOIL BORINGS

G-02 G-03 G-04

REPORT OF SOIL BORINGS

REPORT OF SOIL BORINGS

REPORT OF SOIL BORINGS

SHEET NO. SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION

1.0 COVER SHEET

1.1 SIGNATURE SHEET

1.2 GENERAL NOTES

2.0 EXISTING CONDITIONS MAP

3.1 DEMOLITION NOTES & DETAILS

3.2 DEMOLITION PLAN (PHASE 1)

4.0 GEOMETRY PLAN

5.0 GRADING PLAN

6.1 UTILITY PLAN (PHASE 1)

6.2 UTILITY PLAN (PHASE 2)

6.3 UTILITY BYPASS PLAN

3.3 DEMOLITION PLAN (PHASE 2)

7.2 7.3 7.4

7.1 PUMP STATION DETAILS

PUMP STATION DETAILS

PUMP STATION DETAILS

PUMP STATION DETAILS

SHEET NO. SHEET DESCRIPTION

LS1.0 LANDSCAPE PLAN

LS1.1 TREE MITIGATION PLAN

1.1 SIGNATURE SHEET 1.1 SIGNATURE SHEET 1.1 SIGNATURE SHEET 1.1 SIGNATURE SHEET

6.4 SEWER PROFILES

BEN B. HOOD

STATE OF FLORIDA, PROFESSIONAL ENGINEER

LICENSE NO. 69167

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

BEN B. HOOD ON THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL

BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

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

THOMAS C. O'STEEN

STATE OF FLORIDA, REGISTERED LANDSCAPE ARCHITECT

LICENSE NO. LA0000981

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

THOMAS C. O'STEEN ON THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

THE ABOVE NAMED PROFESSIONAL LANDSCAPE

ARCHITECT SHALL BE RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE 61G10-11.011, F.A.C.

JOSEPH A. LANE

STATE OF FLORIDA, PROFESSIONAL ENGINEER

LICENSE NO. 42632

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

JOSEPH A. LANE ON THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL

BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

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

KEVIN T. SWEENEY

STATE OF FLORIDA, PROFESSIONAL ENGINEER

LICENSE NO. 89538

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

KEVIN T. SWEENEY ON THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL

BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

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

PRIMUS V. MTENGA

STATE OF FLORIDA, PROFESSIONAL ENGINEER

LICENSE NO. 46667

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

PRIMUS V. MTENGA ON THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL

BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

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

CS-0.1 STRUCTURAL COVER SHEET

S-0.1 STRUCTURAL GENERAL NOTES

S-1.0 OVERALL STRUCTURAL VIEW

S-1.2 PILE LAYOUT

S-2.1 WALL SECTIONS

S-3.1 ENLARGED DETAILS AND CALLOUTS

S-4.1 TYPICAL CONCRETE WALL DETAILS

S-1.3 PILE LAYOUT BELOW PRECAST BYPASS VAULT

S-1.1 STRUCTURAL PLANS

c. City of Tallahassee Fire Department, (850) 891-4310

d. City of Tallahassee Public Works Operations Division, (850) 891-5300

e. City of Tallahassee Star Metro Admin, (850) 891-5200 (select 2) or dispatch (850) 891-5212

f. Leon County Public Works, (850) 606-1500

g. Leon County Emergency Services, (ambulance service) (850) 921-0900

h. Leon County Sheriff's Office, (850) 922-3300

i. Leon County School Board Transportation, (850) 488-2636

j. Tallahassee Democrat, (850) 599-2176

k. Florida Department of Transportation (850) 922-7900 - ask for permitting department (when applicable).

l. Florida Highway Patrol, (850) 245-7700 wait on-line for duty officer or shift commander.

17. At least seven working days prior to each detour or closure of streets/lanes, inform by letter those organizations that are listed by the City of Tallahassee Communications Department (in addition to the agencies listed above). Said letter must provide the necessary details of the nature of the closures and must be approved by the City and/or jurisdictional agency before release to said agencies. Local residents and businesses shall also be notified via meetings, door hanger or mail by the Contractor. All correspondence shall be approved by the City prior to release.

18. On a daily basis, the Contractor shall cover, turn away from traffic or lay down all non-applicable signage and remove all barricades and detour signs that are not active. The following work day the Contractor shall uncover and restore all barricades and required signage as needed. The Contractor is responsible for reviewing and maintaining the maintenance of traffic plan on a daily basis.

19. Post-mount all signs when work operations exceed one day except as noted in the FDOT Standard Plans. When vehicles in a parking zone block the line of sight to Traffic Control Zone (TCZ) signs, or when TCZ signs encroach on a normal pedestrian walkway, locate the post-mount sign in accordance with FDOT Design Standards.

Utility Location and Protection

1. Locate and protect all utilities. The information shown on the Drawings concerning size, type, and location of underground and other utilities is based on information provided by the utility owners, available records, and field survey information. The information may not reflect actual conditions, include all utilities in the area, either in service or out of service, or show the utilities in the correct horizontal or vertical locations. The Contractor will make their own determination as to size, type, and location of existing utilities as necessary to avoid damage from proposed work activities. Repair or replace any utilities damaged by the Contractor at Contractor's own expense and no additional payment shall be made by the City.

2. The following utilities should be contacted for information concerning type and locations of their facilities. The list may not include all utilities in the area.

a. Sunshine State One-Call of Florida 800-432-4770 (5 days prior notification)

b. City of Tallahassee/Electrical Division 850-891-5016 (Tina Drose)(2 weeks prior notification)

850-891-5105 (Kenton James)

c. City of Tallahassee/Gas Utilities Division 850-891-5108 (Paul Chang)

d. City of Tallahassee/Water & Sewer Division 850-891-6140 (Brian Berry)

e. Comcast (Cable Television) 850-574-4060 (Liam Mckenna)

f. CenturyLink (Telephone) 850-599-1444 Mobile 850-363-8611 (William McCloud)

g. AT&T (Fiber Optic Cable) 813-342-0512 (Greg Jacobson)

h. Southern Light (Fiber Optic Cable) 251-662-1170 (Andru Braimblett)

i. Florida Gas Transmission 407-838-7171 (Joseph Sanchez)

j. Talquin Electric 850-627-7651 x1774 (Mark Taylor)

3. All utilities (mains and services) within the limits of construction are the responsibility of the Contractor until such time as the system(s) is deemed accepted by the City. The Contractor will be notified of acceptance in writing after the City receives approved as-built drawings. The Contractor is liable for any damages to the utility systems caused by the installation of any other utilities. Prior to acceptance, provide all field utility locations in accordance with utility location standards as established by the American Public Works Association.

4. Caution: The Contractor is advised that underground gas, electrical distribution, and communication facilities may be present throughout the work limits.

5. Existing COT-owned potable water, reclaimed water, wastewater collection, and gas facilities shall remain in-place unless otherwise designated in the Plans to be removed.

6. If construction requires utility poles to be temporarily held/stabilized, the contractor is responsible for the coordination with the utility provider and payment of all applicable fees and charges.

7. Prior to any scheduled interruption of utility service, the Contractor will coordinate such interruptions with the utility provider 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 will be provided to the Tallahassee Fire Department.

8. Support all existing active utility mains that cross construction trenches to prevent joint separation and damage to said mains. The responsibility for the adequacy of any required support systems belongs to the Contractor. The cost of utility support systems is considered incidental to the pay items in the Contract for utility pipe. No separate payment will be made for this Work.

9. The Contractor is responsible for all means, methods, equipment, labor, supervision, and materials necessary to drain, transport, pump, and/or otherwise dispose of any residual wastewater contained in existing or new gravity sewers and force mains in accordance with the Wastewater Management Plan.

10. In the event that wastewater flow diversion is needed on this project to complete piping modifications, the Contractor will be required to physically staff the flow diversion equipment 24 hours a day, 7 days a week until the flow diversion is no longer needed. The cost for staffing the flow diversion equipment shall be considered incidental to the Contract unit prices for utility pipe and no separate payment will be made for this Work, unless specifically noted otherwise.

Gas Mains

1. Notify the City Gas Utility a minimum of two working days prior to any excavation in the vicinity of gas mains, as required by Chapter 77-153 of the Florida Statutes. A Gas Department inspector will be on site when work activities take place near gas mains.

2. The Contractor is responsible for any damage to existing gas facilities by said contractor or designees.

3. The Contractor is responsible for adjusting all gas valve boxes to finish grade during the pavement restoration activities.

4. Notify the City Gas Department immediately if any gas main is nicked, scratched, cut or otherwise damaged so that repairs can be made promptly by, or at the direction of, the Gas Department.

Potable Water Mains

1. Potable water service will be maintained to residences and businesses at all times, except during the transfer of services.

2. The transfer of water services shall be scheduled for the hours between 9:00 a.m. and 4:00 p.m., and shall be completed without delay to limit customer inconveniences.

3. Keep fire hydrants operable and accessible at all times. Do not place equipment or materials within 15 feet of any fire hydrant. Fire hydrants taken out-of-service shall be covered with bags, or as directed by the City's Inspector, to clearly indicate that the hydrant is inoperable. The Contractor shall report out of service hydrants to the City Inspector for notification to the Fire Department dispatch center.

4. Do not cut, cap, or plug existing looped public potable water mains without the prior approval of the City.

5. Replace all existing services within the construction limits, install new meter settings to the rights-of-way lines (unless otherwise noted), reconnect and test any back flow devices and/or pressure reducing valves, and reconnect to the customers' plumbing. Where there is more than one meter at a tap, a new manifold will be built and installed per the latest water detail sheet. It is the contractor's responsibilities to field inspect and determine the location and number of meters at a tap.

6. Set meter boxes 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.

Wastewater Mains

1. Maintain wastewater collection service to all customers at all times. Provide wastewater flow diversion, as needed, to maintain continuous sanitary sewer service during construction activities, air testing, and during closed circuit televsions inspection (TV Inspection). Wastewater flow diversion may consist of by-pass pumping, pumps, trucks and transportation; or any other method approved by the City. The cost is incidental to the work requiring the bypass. No separate pay item will be provided.

2. Dispose of sanitary sewer structures and piping, which are removed to construct new sanitary sewer facilities. The cost is incidental to pay items for new sanitary structures and piping.

3. Existing sanitary sewer piping and structures that are designated on the plans to be placed out-of-service (in place) shall be plugged at influent and effluent ends with masonry plugs unless otherwise noted. Existing structures shall be removed three feet below finished grade and filled with excavatable flowable fill. The cost is incidental to pay items for new sanitary sewer structures and piping.

4. The Plans show approximate locations of active and inactive sewer service laterals, based on pipeline inspections conducted by the City. Field-verify the size, material and location of existing active sewer laterals. Adjust and reconnect laterals at their field-verified locations and sizes, unless otherwise directed by the City. Plug influent and effluent ends of inactive sewer services with grout to place them out-of-service. The cost of placing inactive sewer laterals out of service is incidental to pay items for service laterals found in the Contract.

5. Sanitary sewer laterals that are to be constructed may be installed by open-cut, pipe bursting or other techniques acceptable to the City, unless otherwise specified. The bid price shall be full compensation for such installations. Pipe bursting requires pre and post construction TV inspections.

Project Close-Out

In addition to the documents for Contract close-out and final payment required by the City's Management and Administration Department, provide the following documents and/or verification to the City's construction inspection manager for review and approval before final payment is authorized:

1. All sewer deficiencies, including structural damage, deflections, debris, sand, sediment, and/or infiltration discovered during the Closed Circuit TV (CCTV) inspections are repaired. The sewer line will be CCTV inspected after any repairs to determine if the deficiencies are corrected.

2. All manholes are inspected before final CCTV inspection of the sewers. Manholes are cleaned, with all plugs removed and rain dishes installed (when required).

3. All manholes and valve boxes are raised to their finish elevations with asphalt in place. All manholes and valve boxes must be raised before the final CCTV inspection of the sewer, which must be completed before the sewer is placed into service.

4. All services shall be staked and have an EMS locating device placed in accordance with the Technical Specifications and a Letter of Acceptance has been issued by the City Utility.

5. Copies of all testing results, including all compaction density, and other required tests in accordance with the Contract.

6. Complete restoration of all roadways (including striping, signage, signals, lighting, etc.), sidewalks, driveways, landscaping, easements, staging areas, and/or any other areas disturbed by the Contractor during construction, or due to construction activities.

7. All required permit documentation, including Arborist Certification, NPDES Notice of Termination, or other documents as required by jurisdictional agencies.

8. All easements recorded and verified, when applicable.

9. All required documentation (including as-built drawings and CAD files) must be received by the City's inspection manager before requesting utility service and before a final acceptance letter will be issued. All as-built drawing preparation shall be incidental to performance of the total contract and no additional compensation will be allowed.

Project Specific Notes

1. The improvements under this Contract consist of the construction of a new COT Pump Station 92, on the same site as the existing Pump Station 92, new gravity sewer, new force main, decommissioning of the existing pump station, and related items as identified in the Contract documents.

2. Survey data included in the Contract Documents was provided by Moore Bass Consulting, Inc. Horizontal control is based upon Florida North State Plane Coordinates (NAD 83). Vertical Control is based on NAVD 1988.

3. Geotechnical borings were performed by Environmental and Geotechnical Specialists, Inc. Refer to the reports titled "Report of Geotechnical Investigation", dated February 10, 2026, and "Report of Soil Borings", dated September 16, 2025, for more information.

4. Erosion control measures depicted in the Plans are limited to silt fences and inlet protection.

5. Spoil from pipe trench excavation, that is not to be re-used, shall be removed and disposed of in an approved landfill.

6. The contractor shall retain the services of a certified arborist. The certified arborist shall coordinate with the general contractor and provide monitoring reports. The certified arborist shall be notified for any activity scheduled to impact the root zone of any protected tree.

7. The Contractor shall verify all existing utilities and stake out areas of potential conflict.

8. It is the responsibility of the Contractor to immediately notify the Engineer of Record and the City if any utility installations and/or deviations from information provided in the plans cause conflict with existing utilities.

9. Sidewalk and curb replacements shall be to the nearest joint.

10. All pipe trenches shall be per details G01 and G02 in the City of Tallahassee Technical Specifications for Water and

Sewer Construction and City of Tallahassee Flexible Pavement Standard, Section 3 - Repair of Utility Cuts and Trenches.

11. Workday: Perform all work between 8:30 a.m. and 7:00 p.m., Monday thru Saturday. No work shall be performed on days of home FSU/FAMU football or spring football game weekends, holidays (New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day), during special events (graduation, homecoming, etc.), during evacuation activities, or other occasions requiring full use of the roadway. Road or lane closures will be limited to short sections of roadway to reduce the overall impact to the traveling public and businesses. The City reserves the right to limit the Contractor's work and/or lane closure hours at any time during the project duration from those hours identified within these documents. The Contractor agrees to make no claim for additional compensation as a result of this decision by the City. However, the Contractor may be entitled to an extension of time for such acts by the City, only for the number of days which the City determines to be due to such acts. The Contractor shall abide by the work hours or more restrictive hours imposed by approved temporary traffic control plans.

12. The cost of tree removal includes all costs to remove the tree, grind the stump, dispose of all remnants offsite, and restore the area disturbed by these activities. The tree shall be completely "topped" in an acceptable manner approved by the Engineer so as to protect all utilities, public and private properties. The Contractor shall be responsible for removing branches, foliage, etc., from the construction site as soon as the tree has been cut. If any curb, sidewalk, wall, street, etc., is damaged during the removal of a tree, the Contractor shall replace the damaged portions at his/her own expense as directed by the Engineer. All stumps shall be removed to a minimum depth of six inches (6") below finished grade. The stumps shall be removed by a "stump router" or any other manner as approved by the Engineer. If the portion of curb and sidewalk is in good condition at the stump and the Contractor removed the stump by other means than a "stump router" and damages the curb and sidewalk, the Contractor shall replace same at his/her own expense. If the Engineer determines that the stump cannot be removed without damaging the curb and/or sidewalk, it will be noted on the plans, and the City will bear the cost of replacing the curb and sidewalk. Provide acceptable fill material, grade and compact holes or voids created by the removal of the stumps, and restore all areas disturbed by tree removal activities to as good or better condition as existed prior to removal.

13. All concrete subject to vehicular traffic within the right of way shall be a minimum of 6" thick, including driveways and curb ramps.

7. Maintain the driving surface throughout the construction duration to the satisfaction of the City/County Inspector.

Trench subsidence or patch failures shall be remedied immediately upon notification by the City/County. All costs associated with the maintenance of the travel way (both vehicular and pedestrian) are the responsibility of the Contractor.

8. Saw-cut existing concrete and asphaltic concrete driveways and sidewalks as required for construction and replace in kind. Paver driveways and sidewalks will be picked up and re-laid or replaced to match existing. Driveways and sidewalk routes must be repaired promptly to minimize impacts to businesses and residents, and to maintain pedestrian access throughout the project limits.

9. Pavement outside the limits of construction that is damaged by construction activities is to be saw-cut and removed to the limits, as determined by the City or jurisdictional agency, and replaced in accordance with the typical section for pavement reconstruction set forth by the jurisdictional agency.

Erosion, Sedimentation Control and Tree Protection (Arboricultural Mitigation):

1. Erosion and sedimentation controls are required prior to the commencement of development activities to avoid the release of sediments beyond the work limits. These controls should be continually monitored and evaluated for their effectiveness through all phases of construction. As construction progresses, adjustments, and or additional measures may be required by the City environmental inspector to prevent direct flow or tracking of sediments onto adjacent property, conservation areas, public streets, or drainage systems. Any sediments, gravel or mud spilled, dropped, washed, or tracked from vehicles onto adjacent property, roadways, or into storm drainage systems shall be recovered and cleaned up immediately. More stringent sediment and erosion control measures may be required, during any phase of development, at the discretion of the City of Tallahassee's/Leon County's Environmental Inspector.

2. The Contractor shall ensure that a foreman or supervisor who has been certified under Florida Stormwater, Erosion and Sedimentation Control Inspector training program is available in person or by phone at all times during the construction activities. The Contractor shall designate that person or persons at the pre-construction meeting and that person or persons must attend the pre-construction meeting.

3. Street flooding is not to be introduced as a result of the erosion control protection. Safety of the traveling public, as related to the adequacy of the driving surface as a result of standing stormwater runoff, is the responsibility of the Contractor.

4. It is the Contractor's responsibility to maintain a clean work zone to prevent the release of sediments into stormwater collection systems and to limit the tracking of materials beyond the active work limits. The Contractor is required to mechanically sweep the active construction limits a minimum of once weekly. Such sweeping shall be completed to remove sediments and like materials from the corridor. Manual sweeping is required at the end of each workday.

Additional or more frequent sweeping may be required by the City Inspector.

5. Trench spoil and stockpiled backfill materials must be placed to avoid deposition within stormwater facilities. The removal of deposited materials within stormwater facilities is the requirement of the Contractor. The removal of such material shall be coordinated with the City/County Environmental Inspector by the Contractor.

6. All excavated materials that cannot be used as backfill shall be removed from the project and disposed in accordance with the jurisdictional agency’s requirements.

7. The Contractor is responsible for the protection of all trees and landscaping within the project limits, as well as trees on adjacent properties that may be damaged by construction, and will be solely liable for said damage. Any tree-related penalties, imposed by the jurisdictional agency or property owner for the trees that are shown to be protected or outside the project limits, shall be paid by the Contractor. The Contractor is required to have a Certified Arborist onsite during excavation activities within the Critical Protection Zone(CPZ) of all trees to ensure proper tree impact mitigation techniques are implemented. Tree mitigation techniques shall be in compliance with the requirements contained in the Tallahassee Land Development Code Section 5-83(g)(6)/Leon County Land Development Code Section 10-4.363.

Specifically, the following minimum tree impact mitigation practices are required:

a. Trenching, excavation and root pruning shall be limited to the least extent possible as directed on site by the Arborist.

All root pruning shall be done immediately upon exposure of tree roots, cleanly cut with a handsaw, and covered immediately with soil or kept moistened with wet burlap or peat moss until the trench can be filled. When it is not possible to backfill the same day, the roots shall be recut with a handsaw a reasonable distance from the original cut and backfilled immediately to avoid soil or root dehydration. All encountered roots shall be treated as appropriate (as determined by the Arborist).

b. Tree mitigation should begin prior to construction activities and tree protection barriers installed immediately after to prevent further root and soil compaction resulting from vehicular traffic, equipment storage or material stockpiling.

Tree protection barriers shall be installed at the furthest extent of construction within the CPZ of each tree to be protected and remain in place until all construction activity has been completed and the Arborist has completed final evaluation.

c. Where excavation machinery is required to operate within the CPZ of existing trees or any appendage of the machinery comes in contact with the tree during excavation, a tree barricade shall be incorporated. The type of barricade to be constructed, when construction development occurs in close proximity to a tree, is a girdling structure of vertical boards to be placed around the trunk, so as to protect the tree bark. All tree and girdling protection barricades are to be installed prior to initiation of any construction activity and are to remain in place until all construction activities are completed.

d. Under no circumstances shall any vehicle, construction material or fill material be stored within the CPZ of existing trees.

e. If overhead tree limbs are intruding into the proposed work area and may be injured by machinery or trucking maneuvers, the Arborist shall be required to be on site for proper removal of said tree limbs.

f. These procedures may be required, all or in part, by the City/County Environmental Inspector/Certified Arborist or variations thereof and are not limited to those listed herein.

g. The Contractor shall not enter onto private property to accomplish tree protection without specific instruction by the City/County to do so.

h. At project completion, the Arborist shall provide documentation detailing the mitigation efforts performed and reconcile the actual tree debits and credits as part of the Landscape and urban forest compliance plan. The report should be prepared in accordance with sections 5-64 and 5-83(g)(6) and submitted to the environmental inspector seven days prior to requesting the final environmental inspection.

8. The plans, at a minimum, show all trees protected by ordinance. The actual clearing requirements may include trees/vegetation not depicted on the plans.

9. All disturbed areas, except for areas that are landscaped, paved, or otherwise designated, are to be sodded. Existing grassed areas that are disturbed will be sodded with the same grass type as existing, unless otherwise directed by the engineer. Centipede sod will be used for all disturbed areas not currently grassed.

Maintenance of Traffic

1. Submit a Temporary Traffic Control Plan (TTC) for approval by the City and/or the agency with jurisdiction of the roadway (i.e. FDOT, Leon County Public Work Department, or the City of Tallahassee Traffic Engineering office) prior to any construction activity commencing. THE TTC SHALL RECEIVE APPROVAL FROM UNDERGROUND UTILITIES PRIOR TO

SUBMITTAL TO THE ROADWAY AUTHORITIES.

2. During street closures, provide ingress and egress to all properties within the closed street segment and provide business entrance signs to route motorists to designated parking areas. For those properties with multiple driveways, only one driveway may be closed at any one time. Access to businesses throughout construction shall be maintained at all times during business hours.

3. Existing signs that conflict with the traffic control plan shall be temporarily removed, stored, and reinstalled; or temporarily covered as directed by the City. Additionally, the Contractor is responsible for maintenance and removal of existing pavement markings required for implementation of the proposed TTC plan (e.g. parking lines, lane lines, etc.)

4. Provide temporary pavement markings during construction, as needed to re-open lanes.

5. Failure to secure approval for the TTC plan shall not be cause for a claim for additional compensation or contract time.

6. Adhere to the requirements set forth in the Manual of Uniform Traffic Control Devices (MUTCD), current edition; the

FDOT Standard Plans (series 102 indices), current edition; and the information provided in the Contract Documents.

7. Properly implement the TTC plan and additional measures to safely manage traffic if required by the City and/or agency with jurisdiction of the roadway; or as required due to unforeseen field conditions. Prepare additional measures (plans) not covered in the plans or specifications using the guidelines set forth by the agency with jurisdiction. All TTC revisions must be approved by the City and the agency with jurisdiction.

8. No trenches will be allowed to remain open after working hours. The Contractor shall schedule their work so that restoration is completed in accordance with the pavement restoration details and associated notes by the end of each workday. Failure of the Contractor to complete pavement restoration by the end of each workday will result in the City reducing the number of work hours and shall not be cause for a claim for additional compensation or an extension of contract duration

9. All lanes shall remain open during inactive work times, unless otherwise stated in the plans. Street and lane closures shall be active during active work periods only. For all street closures and their affected side streets, Type III barricades with flashing lights shall be placed in the active street closure work zones in accordance with the MUTCD, current edition.

10. Lane widths for maintenance of traffic during a lane closure should desirably be equal to lane widths of the existing street, but not less than ten feet wide. For operations with one lane closed, confine work operations to one travel lane, leaving the opposing travel lane open to traffic. In this situation, all vehicles, equipment, workers (except flaggers) and their activities are restricted at all times to one side of the roadway.

11. Reopen all lanes to normal traffic within 12 hours during an evacuation notice of a hurricane or any other catastrophic event and they shall remain open for the duration of the evacuation or event as directed by the City.

12. Flaggers, if utilized, shall be in sight of each other or in direct communication at all times. Flaggers shall wear an FDOT approved safety vest at all times. ANSI/ISEA 107-1999 Class 2 apparel high-visibility traffic vests are required for all workers within 15 feet of the edge of travel. ANSI/ISEA Class 3 apparel is required for all nighttime activities. (This information must be clearly marked on the inside of the traffic vests).

13. Sidewalk detours or diversions shall be in accordance with the MUTCD, current edition

14. The following agencies must be notified (by the Contractor) prior to executing detours and street/lane closures:

a. City of Tallahassee Public Information Office, (850) 891-8533

b. City of Tallahassee Police Department, (850) 891-4200

General Notes:

Measurement and Payment

Measurement and Payment for all work performed under the Contract will be in accordance with the City of Tallahassee Pay Item Manual for Water and Sewer Construction and the Contract Documents. No payment will be made to the Contractor for additional quantities and/or work performed that is not included in the Bid Form of the Contract without written approval by the City.

Warranty

When repairs are required within the two year warranty period, the Contractor must first make all necessary repairs, then patch the affected area in accordance with the jurisdictional agency's requirements, and then mill and resurface the FULL ROAD WIDTH with 1-inch thick SP-9.5 asphalt to a minimum distance of 25-feet each direction from the pavement cuts, or as required by the roadway's jurisdictional agency.

Governing Specifications and Jurisdiction

Governing specifications for construction of wastewater (sanitary) collection facilities & water main on this project are the City of Tallahassee (COT) Technical Specifications for Water and Sewer Construction, current edition. The

Contractor may access and download the COT Technical Specifications from the following Internet URL http://www.talgov.com/you/documents.aspx

Requirements not specifically covered by the governing specifications above may be covered by plan notes or special provisions, and all such requirements are considered as part of the Contract.

Work may be subject to regulatory permitting and oversight by the City of Tallahassee Growth Management Department, the City of Tallahassee Underground Utilities and Public Infrastructure Department, Leon County Public Works Department, Leon County Development Support and Environmental Management Department, Florida Department of Transportation, or other jurisdictional agency. The FDOT standards and specifications are herein adopted by reference. The Contractor may be required to obtain additional permits prior to beginning construction. The Contractor will obtain copies of all applicable permits and be bound by the conditions and provisions of each permit, and will perform all work in accordance with the requirements of thepermits as part of the Contract. No separate payment will be made for this Work.

Environmental Management System (EMS)

The Contractor is required to follow all rules and regulations established by EMS (Environmental Management System) documents as well as any other pertinent rules and regulations that relate to the project. The City of Tallahassee Underground Utilities Environmental Policy Statement and a Contractor's informational brochure are available at http://www.talgov.com/you/documents.aspx

Phased Projects

In a phased project, each phase must be capable of stand-alone operation for utility service. All utility items must meet requirements as if the phase was the only project (no items will be left to complete with a later phase).

Preconstruction Activities

1. Prior to scheduling the preconstruction meeting, designate and secure all federal, state, and local permits or permit waivers for areas outside the limits of construction that will be used for staging and storage of construction equipment and materials. A copy of these permits must be provided to the City's utility inspector, Growth Management environmental inspector, and or Leon County Development Support and Environmental Management at, or prior to, the preconstruction meeting.

2. Preconstruction meetings will not be scheduled until the City's inspector has been in receipt of the final approved Plans and AutoCAD design drawings for at least five working days.

3. A preconstruction meeting is required prior to development activities commencing with the City environmental inspector, contractor, site supervisor and contractor's certified arborist to discuss sediment and erosion control and the arborist mitigation plan.

4. Obtain subsurface exploration for the work to be performed. Any geotechnical or other subsurface (i.e. groundwater, pavement profile, existing utility, etc.) information provided in the Construction Documents is supplied as a courtesy to the Contractor and shall not be construed as being representative conditions for the project.

5. Prior to establishing temporary water utilities required for construction, said water utilities must pass bacteriological tests before making connections.

6. Any changes or any other deviations from the approved drawings due to field conditions must be approved by the City and the governing authority having jurisdiction prior to being constructed.

Construction Stakeout

1. Set all survey grade stakes, lines, and levels for the construction of the sewer collection system in accordance with the design and survey information provided on the Plans.

2. Preserve 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. All costs for preserving, replacing and certifying property corners and monuments will be incidental to other pay items.

3. Any national geodetic survey monument within the limits of construction must be protected. If in danger of damage, immediately notify the City/County and:

FDEP, Bureau of Survey and Mapping, MS 105 3900 Commonwealth Blvd Tallahassee, FL 32399 (850) 245-2606 (Office) (850) 245-2645 (Fax) (850) 294-3072 (Cell)

Sequence of Work

1. Coordinate the sequence of work and disposal of materials so as not to interfere with the operations of other contractors engaged in adjacent work in accordance with the spirit of the Contract Documents.

2. Submit a base Construction Schedule, Dewatering Plan, Wastewater Management Plan and Temporary Traffic Control (TTC) plan for review and approval by the City Inspection Manager and regulating authority at least one week prior to the preconstruction conference. No work will begin prior to approval of the construction schedule.

3. The construction schedule is to describe in detail how the construction will 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 City, and will be updated on a monthly basis to reflect actual work progress. The updated schedule will be submitted to the City no later than three business days prior to each scheduled monthly progress meeting.

Trench Safety Comply with all OSHA Trench Safety requirements. Sheeting and bracing shall be adequate to prevent cave-in of trench walls, subsidence of areas adjacent to the trench, damage to utilities, and sloughing of the base of the excavation due to water seepage. It is the Contractor's responsibility for the adequacy of any sheeting and bracing.

General Construction Considerations

2. It is the intent to maintain access to properties at all times, unless otherwise stated. Put forth every reasonable effort to minimize disruption and disturbance of adjacent properties. Any interruption of access must be coordinated with the affected property owners/tenants.

3. The Contractor is not permitted to store vehicles, equipment or materials within the limits of public rights-of-way, unless otherwise stated.

4. Do not operate heavy equipment in close proximity to buildings or other structures such that displacement or other damage may occur to that structure.

5. When a mailbox in conflict with construction is removed, furnish and install a new mailbox in kind and maintain access to the mailbox throughout the contract period. The location and construction of mailboxes will conform to the rules and regulations of the United States Postal Service. Where an existing mailbox meets the rules and regulations and is functionally sound, the Contractor may reuse the existing mailbox in lieu of constructing a new mailbox as approved by the City. A temporary mailbox must be provided for each mailbox that is removed until a new mailbox is installed. No separate payment will be made for the removal and installation of mailboxes or for furnishing temporary mailboxes.

The cost shall be incidental to other pay items.

6. No modifications, planned or unplanned, to existing utility systems will be allowed without approved plans and a City utility inspector on site to witness the modifications. Violation of this obligation may require that the Contractor replace all modified components with new components (i.e., bored manhole will be replaced with new manhole; tapped line will be replaced with 20 feet of line to either side of tap, or similar replacements). In addition to the new replacements, fines may be imposed for each violation to cover the cost of additional engineering and inspection services.

1. If prehistoric or historic artifacts, such as pottery or ceramics, projectile 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 with the project site area, the permitted project shall cease all activities involving subsurface disturbance in the vicinity of the discovery. The applicant shall contact the Florida Department of State, Division of Historical Resources, Compliance Review Section at (850) 245-6333. Project activities shall not resume without verbal and/or written authorization. In the event that unmarked human remains are encountered during permitted activities, all work shall stop immediately, and the proper authorities notified in accordance with Section 872.05, Florida Statutes.

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Pump Station and Force Mains

1. All electrical improvements shall be completed in accordance with the Contract Documents. The Contractor is responsible for coordinating, furnishing and installing all electrical improvements, including but not limited to the service drop and pole, SCADA pole, meter set and appurtenances.

2. Adjust to final grade all sewer valve boxes, and air relief valve vaults/manholes within the limits of construction.

3. Prior to the abandonment of a can pump station and wet well, the Contractor shall vacuum and dispose of all liquids remaining in the wet well and can station. The Contractor shall transport all collected liquids to the TPS Water Reclamation Facility (located at the corner of Capital Circle SW and Springhill Road) and pay any and all expenses required to dispose of such load(s) at the TPS Water Reclamation Facility.

4. Prior to the City of Tallahassee removing the existing station pumps and controls, the Contractor shall fill the existing wet well with potable water and flush the existing force main (if the existing force main is being abandoned in place) for a duration as directed by the City.

5. Excavate the pump station structures to a minimum depth of three feet below grade, cut off/remove the top portions of the can station at that level and fill it with flowable fill. The Contractor shall then thoroughly allow the flowable fill to settle out for a period of 24 hours to ensure proper abandonment. During this time it is the Contractor's responsibility to ensure that the opening is properly barricaded by any means the contractor sees fit to prevent pedestrians from falling into the opening. The cost for the pump station structures to be filled with flowable fill shall be included in the pay item for sanitary sewer pump station or pump station demolition/abandonment.

6. For metal can stations, weld a metal plate atop the can at that depth as the final step in the abandonment of the can…