13-13-6. IFB 092-25-RM Final Plans.pdf

PROJECT LOCATION

No.

R E V I S I O N S

BY DATEDESCRIPTION

PROJECT LOCATION

SHEET

DATE:

FL P.E. Lic. No.

LEON COUNTY, FLORIDA

General Highway Map

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PLANS PREPARED FOR:

GOVERNING STANDARDS AND SPECIFICATIONS:

PLANS PREPARED BY:

LOCATION MAP

APPROVED FOR CONSTRUCTION

CITY OF TALLAHASSEE

WATER UTILITIES ENGINEERING DIVISION

DATE: ______________ SET No. __________

E N G I N E E R O F R E C O R D

EUTAW, INC.

FBPE REGISTRY #9961

UU & PI ENGINEERING DIVISION

WATER & SEWER CAPITAL PROJECTS

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File Tracker No.:

Project No.:

EUTAW, INC.

2419 FLEISCHMANN ROAD, SUITE 1

TALLAHASSEE, FLORIDA 32308

(850) 383-0400

WWW.EUTAWINC.COM

FBPE REGISTRY #9961

PS 43 FORCEMAIN IMPROVEMENTS

IFB # 032-25-RM

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LANE P. LUCAS, P.E.

LANE P. LUCAS, P.E.

53936

SCALE: 1" = 1000'

Florida Department of Transportation Standard Plans, dated 2024-2025

Standard Specifications for Road and Bridge Construction, FY 2024-2025

City of Tallahassee Technical Specifications for Water and Sewer Construction, Current Edition, City of Tallahassee Pay Item Manual for Water and Sewer

Construction, 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.

2400704/ FUND # 501

WS/CIP 503

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.

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND

SEALED BY LANE P. LUCAS, P.E. PRINTED COPIES OF

THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

INDEX OF SHEETS

SHEET No. SHEET DESCRIPTION

1 COVER SHEET

2-3 GENERAL NOTES

4 PROJECT SPECIFIC NOTES & PAY ITEM NOTES

5-7 TOPOGRAPHIC SURVEY

8 PROJECT LAYOUT

9-10 EROSION CONTROL AND TREE PROTECTOIN

11-12 DEMOLITION PLAN

13-15 UTILITY PLAN & PROFILE

16 SURGE TANK AND SITE LAYOUT

17-18 DETAILS

TR1-TR2 ARBORICULTURAL MITIGATION PLAN

S-1-S-2 CONCRETE FOUNDATIONS FOR TANKS

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.ASP:

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 THE PERMITS 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.ASP:

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 E:PLORATION FOR THE WORK TO BE PERFORMED. ANY

GEOTECHNICAL OR OTHER SUBSURFACE (I.E. GROUNDWATER, PAVEMENT

PROFILE, E:ISTING 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 (FA:)

(850) 294-30�2 (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.

DEWATERING

A DEWATERING PLAN IS REQUIRED. THE DEWATERING PLAN IS TO DETAIL THE

MEASURES TO BE EMPLOYED TO LOWER THE GROUNDWATER TABLE AND�OR TO

DIVERT SURFACE WATER DURING E:CAVATION AND CONSTRUCTION INCLUDING THE

INSTALLATION AND MAINTENANCE OF ALL DEVICES TO BE USED DURING EACH PHASE

OF CONSTRUCTION TO CONTROL EROSION AND THE TRANSPORTATION OF ERODED

MATERIALS OFF SITE. UNFILTERED DEWATERING IS NOT PERMITTED. IT IS THE

CONTRACTOR�S RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONS DURING ALL

DEWATERING OPERATIONS TO MINIMI<E SEDIMENT TRANSFER, AND ENSURE THAT

ALL DEWATERING ACTIVITIES ADHERE TO ALL LOCAL, STATE AND FEDERAL

REGULATIONS.

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 E:CAVATION DUE TO WATER SEEPAGE. IT IS THE CONTRACTOR�S

RESPONSIBILITY FOR THE ADEQUACY OF ANY SHEETING AND BRACING.

GENERAL CONSTRUCTION CONSIDERATIONS

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 SETTLEMENTS ARE

ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED

PROJECT SHALL CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE

IN THE IMMEDIATE 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

AUTHORI<ATION. 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 8�2.05,FLORIDA STATUES.

2. IT IS THE INTENT TO MAINTAIN ACCESS TO PROPERTIES AT ALL TIMES, UNLESS

OTHERWISE STATED. PUT FORTH EVERY REASONABLE EFFORT TO MINIMI<E

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 PRO:IMITY TO BUILDINGS OR

OTHER STRUCTURES SUCH THAT DISPLACEMENT OR OTHER DAMAGE MAY OCCUR

TO THAT STRUCTURE.

5. WHEN A MAILBO: IN CONFLICT WITH CONSTRUCTION IS REMOVED, FURNISH AND

INSTALL A NEW MAILBO: IN KIND AND MAINTAIN ACCESS TO THE MAILBO:

THROUGHOUT THE CONTRACT PERIOD. THE LOCATION AND CONSTRUCTION OF

MAILBO:ES WILL CONFORM TO THE RULES AND REGULATIONS OF THE UNITED

STATES POSTAL SERVICE. WHERE AN E:ISTING MAILBO: MEETS THE RULES

AND REGULATIONS AND IS FUNCTIONALLY SOUND, THE CONTRACTOR MAY REUSE

THE E:ISTING MAILBO: IN LIEU OF CONSTRUCTING A NEW MAILBO: AS

APPROVED BY THE CITY. A TEMPORARY MAILBO: MUST BE PROVIDED FOR EACH

MAILBO: THAT IS REMOVED UNTIL A NEW MAILBO: IS INSTALLED. NO

SEPARATE PAYMENT WILL BE MADE FOR THE REMOVAL AND INSTALLATION OF

MAILBO:ES OR FOR FURNISHING TEMPORARY MAILBO:ES. THE COST SHALL BE

INCIDENTAL TO OTHER PAY ITEMS.

6. NO MODIFICATIONS, PLANNED OR UNPLANNED, TO E:ISTING 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.

�. 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 E:ISTING 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 E:ISTING. DRIVEWAYS AND SIDEWALK ROUTES MUST BE REPAIRED

PROMPTLY TO MINIMI<E 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.

TREE PROTECTION AND ARBORICULTURAL MITIGATION:

1. 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.

2. THE PLANS, AT A MINIMUM, SHOW ALL TREES PROTECTED BY ORDINANCE. THE

ACTUAL CLEARING REQUIREMENTS MAY INCLUDE TREES/VEGETATION NOT DEPICTED

ON THE PLANS.

3. 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.

EROSION AND SEDIMENTATION CONTROL:

1. THE EROSION AND SEDIMENT CONTROLS SHOWN ON THE PLANS ARE THE MINIMUM

REQUIRED. ADDITIONAL MEASURES MAY BE REQUIRED, DURING ANY PHASE OF

DEVELOPMENT, AT THE DISCRETION OF THE CITY OF TALLAHASSEE ENVIRONMENTAL

INSPECTOR.

2. ALL INLETS SHALL BE PROTECTED WITH EROSION CONTROL MEASURES FOUND IN THE

FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL INSPECTORS MANUAL OR

CITY OF TALLAHASSEE AND ENGINEER OF RECORD APPROVED EQUAL.

3. ALL SEDIMENT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA

STORMWATER EROSION AND SEDIMENT CONTROL INSPECTORS MANUAL

4. IMPROVEMENTS ARE SHOWN FOR REFERENCE ONLY.

5. ALL EROSION CONTROLS MUST BE INSPECTED PRIOR TO COMMENCEMENT OF

CLEARING AND GRUBBING OF THE SITE.

6. LIMITS OF CLEARING SHALL BE LIMITED TO THE AREAS REQUIRED FOR THE

INSTALLATION OF THE UTILITIES. NO OTHER CLEARING SHALL BE ALLOWED UNTIL

SUCH TIME THAT UTILITIES ARE INSTALLED AND APPROVED BY THE CITY OF

TALLAHASSEE ENVIRONMENTAL INSPECTOR.

7. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO

ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE

DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN

APPROVED SEDIMENT TRAP OR BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM

ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH THE USE OF

SANDBAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.

8. THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR WHO HAS BEEN

CERTIFIED UNDER FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL

INSPECTORS TRAINING PROGRAM IS AVAILABLE IN PERSON AT ALL TIMES DURING

CONSTRUCTION ACTIVITIES. IF AT ANY TIME, THE DESIGNATED STORMWATER

CONTROL OFFICER IS NO LONGER ON-SITE, THE DESIGNATION FORM WILL NEED TO BE

UPDATED AND SUBMITTED TO GROWTH MANAGEMENT.

9. ALL DISTURBED AREAS TO BE LEFT IDLE LONGER THAN SEVEN (7) DAYS MUST BE

STABILIZED WITH QUICK-GROW GRASS SEED AND MULCH.

10. ALL DISTURBED AREAS SHALL BE SODDED PRIOR TO FINAL ACCEPTANCE.

11. CONTRACTOR SHALL PROVIDE STREET SWEEPING AS NECESSARY TO ENSURE

ADJACENT ROADWAYS ARE SEDIMENT FREE. ADJACENT ROADWAYS SHALL BE

MACHINE SWEPT WITHIN SAME DAY OF SEDIMENT TRACKING OCCURRENCE.

12. STOCKPILING OF MATERIALS SHALL BE COORDINATED BETWEEN THE CONTRACTOR

AND CITY INSPECTOR. ADEQUATE EROSION CONTROL MEASURES SHALL BE PROVIDED

AS DIRECTED.

EROSION AND SEDIMENTATION CONTROL MAINTENANCE/INSPECTION

PROCEDURES:

· ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND

FOLLOWING ANY STORM EVENT OF 0.50 INCHES OR GREATER.

· ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS

NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT.

· BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED

ONE-THIRD THE HEIGHT OF THE FENCE.

· SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE

FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE

POSTS ARE FIRMLY IN THE GROUND.

· TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR

BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.

· A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A

COPY OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS PROVIDED

WITH THE APPROVED PERMIT.

· THE PROJECT SUPERINTENDENT, WILL SELECT THREE INDIVIDUALS WHO WILL BE

RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING

OUT THE INSPECTION AND MAINTENANCE REPORT.

· PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL

RECEIVE TRAINING FROM THE PROJECT SUPERINTENDENT. THEY WILL BE TRAINED IN

ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE

EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.

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PROJECT SPECIFIC NOTES:

1. THE IMPROVEMENTS UNDER THIS CONTRACT CONSIST OF THE INSTALLATION OF

SANITARY SEWER FORCEMAIN, SEWER MANHOLES, INSTALLATION OF A SURGE TANK,

RELOCATION OF AN E:ISTING CHEMICAL TANK, REMOVAL AND ABANDONMENT OF

E:ISTING SEWER FORCEMAINS, CONCRETE DITCH PAVEMENT, ASPHALT PAVEMENT

PATCHING, AND RELATED ITEMS AS IDENTIFIED IN THE CONTRACT DOCUMENTS.

2. SURVEY DATA INCLUDED IN THE CONTRACT DOCUMENTS WAS PROVIDED BY CITY OF

TALLAHASSEE SURVEYING DEPARTMENT. HORI<ONTAL CONTROL IS BASED UPON

FLORIDA NORTH STATE PLANE COORDINATES (NAD 83). VERTICAL CONTROL IS BASED

ON NAVD 1988.

3. WORKDAY: PERFORM ALL WORK BETWEEN 8:00 a.O. AND �:00 R.O., MONDAY THROUGH

SATURDAY. NO WORK SHALL BE PERFORMED ON HOLIDAYS (NEW YEAR�S DAY,

MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS

DAY).

4. ALL WORK WITHIN THE MEGINNIS ARM ROAD RIGHT-OF-WAY SHALL BE IN

ACCORDANCE WITH LEON COUNTY PUBLIC WORKS RIGHT-OF-WAY PLACEMENT PERMIT

# LRW24208. ALL ROAD CLOSURE AND�OR LANE CLOSURES SHALL BE APPROVED BY

LEON COUNTY PRIOR TO INITIATING WORK REQUIRING CLOSURES. THE REQUEST

SHALL BE IN WRITING 14 DAYS IN ADVANCE OF THE CLOSURE. NO LANE CLOSURES

SHALL BE ALLOWED BETWEEN � AM AND 9 AM OR 4 PM TO 6 PM.

5. ALL WORK SHALL BE IN ACCORDANCE WITH LEON COUNTY ENVIRONMENTAL

MANAGEMENT PERMIT LEM24062. A PRE-CONSTRUCTION MEETING WITH LEON

COUNTY SHALL BE HELD PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION

ACTIVITIES. THE LIMITS OF CLEARING SHALL BE MARKED AND�OR STAKED PRIOR TO

THE PRE-CONSTRUCTION MEETING. THE LEON COUNTY INSPECTOR FOR THIS PROJECT

IS MR. DAVID GRAHAM (850-606-13�8 OR 850-544-082�).

6. 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 E:TENSION 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.

�. 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 IN 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 AUTHORI<ATION. 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 8�2.05,

FLORIDA STATUTES.

8. ROADWAY RECONSTRUCTION AND RIGHT-OF-WAY RESTORATION ON MEGINNIS ARM

ROAD SHALL BE IN ACCORDANCE WITH LEON COUNTY PUBLIC WORKS REQUIREMENTS.

9. CHARLATTE SURGE TANK SHALL BE DELIVERED TO PROJECT SITE BY CITY OF

TALLAHASSEE. CONTRACTOR SHALL PROVIDE CITY SEVEN (�) DAYS WRITTEN NOTICE

PRIOR TO THE OF REQUESTED DELIVERY DATE.

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PAY ITEM NOTES

110-1-1 SELECTIVE CLEARING AND GRUBBING. PAY ITEM INCLUDES ALL CLEARING

NECESSARY FOR THE INSTALLATION OF PROPOSED FORCEMAIN, REMOVAL OF E:ISTING

FORCEMAIN(S), AND MISCELLANEOUS CLEARING WITHIN THE PUMP STATION SITE THAT IS

NOT COVERED UNDER OTHER PAY ITEMS.

110-4-1 REMOVAL OF E:ISTING CONCRETE AIR RELEASE VAULT. PAY ITEM INCLUDES ALL

LABOR AND MATERIALS FOR THE REMOVAL OF ALL PIPING AND APPURTENANCES WITHIN

THE E:ISTING AIR VAULT, REMOVAL OF THE CONCRETE VAULT, DISPOSAL OF SURPLUS

MATERIALS, AND PROVIDING AND PLACING SELECT BACKFILL.

110-4-2 REMOVAL OF E:ISTING CONCRETE THRUST RESTRAINTS. PAY ITEM INCLUDES ALL

LABOR AND MATERIAL NECESSARY TO REMOVE E:ISTING BURIED CONCRETE THRUST

BLOCKS WITHIN THE PUMP STATION SITE. PAY ITEM INCLUDES REMOVAL, DISPOSABLE,

AND PROVIDING AND PLACING COMMON BACKFILL.

110-23 TREE REMOVAL. PAY ITEM INCLUDES ALL LABOR AND MATERIAL TO REMOVE TREE

AND TREE STUMP, DISPOSAL OF ALL DEBRIS, AND RESTORATION OF DISTURBED AREAS BY

THESE ACTIVIITIES.

APS-01 PLACE OUT OF SERVICE SANITARY SEWER MAIN (GROUT). PAY ITEM INCLUDES

CAPPING E:ISTING FORCEMAIN TO REMAIN AND GROUTING ENTIRE LENGTH OF FORCEMAIN

TO REMAIN.

MHL-SPEC-0�21 SANITARY MANHOLE (SLUICE GATE STRUCTURE). PAY ITEM INCLUDES ALL

LABOR AND MATERIALS TO FURNISH AND INSTALL THE SLUICE GATE STRUCTURE AND

STAINLESS STEEL SLUICE GATE. PAY ITEM INCLUDES ALL E:CAVATION, SHEETING,

SHORING, DEWATERING, ACCESS HATCH, MANHOLE LINING, AND BACKFILL FOR A

COMPLETE INSTALLATION.

GSM-02-18-20 DIP 18� DIP. PAY ITEM INCLUDES ALL LABOR AND MATERIALS TO CONNECT

THE SLUICE GATE STRUCTURE TO THE E:ISTING GRAVITY SEWER PIPING ON BOTH SIDES

OF THE STRUCTURE. PAY ITEM INCLUDES ALL E:CAVATION, SHEETING, SHORING,

DEWATERING, COUPLINGS, AND BACKFILL FOR A COMPLETE INSTALLATION,

YP-16-SS STAINLESS STEEL SUCTION ASSEMBLY. PAY ITEM INCLUDES ALL LABOR AND

MATERIALS INCLUDING 16� 316 STAINLESS STEEL PIPING, 90� FITTINGS AND REDUCERS,

AND BLIND FLANGE. PAY ITEM ALSO INCLUDES PIPE RESTRAINTS AS SHOWN IN THE

PLANS AND BACKFILLING THE SUCTION ASSEMBLY IN FDOT CLASS I CONCRETE.

SFM-02-18-DIP - INCLUDES ALL LABOR, MATERIALS, E:CAVATION, SUITABLE BACKFILL,

FITTINGS, TRACER WIRE, AND TESTING. IN ADDITION, CONNECTION TO E:ISTING

FORCEMAINS IS INCLUDED IN THE UNIT PRICE.

YP-18-DIP BYPASS CONNECTION ASSEMBLY. PAY ITEM INCLUDES ALL LABOR AND

MATERIALS INCLUDING 18� DUCTILE IRON PIPING, 90� FITTINGS AND REDUCERS, 18� PLUG

VALVE, 10� CHECK VALVE, PIPE SUPPORTS, AND PIPE LININGS AND COATINGS IN

ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

TANK-1 SURGE TANK INSTALLATION. PAY ITEM INCLUDES ALL LABOR AND MATERIALS TO

INSTALL SURGE TANK IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. SURGE

TANK SHALL BE PROVIDED BY CITY AND SHALL BE DELIVERED TO THE SITE BY THE CITY.

CONTRACTOR SHALL PROVIDE CITY SEVEN (�) DAYS WRITTEN NOTICE PRIOR TO THE

REQUESTED DELIVERY DATE.

YP-12-DIP 12� DIP PIPING CONNECTION. PAY ITEM INCLUDES ALL LABOR AND MATERIALS

TO CONNECT THE SURGE TANK TO THE PROPOSED FORCEMAIN. PAY ITEM INCLUDES ALL

12� DUCTILE IRON PIPING, 12� FITTINGS, 12� PLUG VALVE, 2� AIR VALVE, PIPE SUPPORTS, AND PIPE LININGS AND COATINGS IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

YP-3-DIP 3� DIP DRAIN CONNECTION. PAY ITEM INCLUDES ALL LABOR AND MATERIALS TO

INSTALL DRAIN PIPING FROM SURGE TANK TO E:ISTING SEWER MANHOLE. PAY ITEM

INCLUDES ALL 3� DUCTILE IRON PIPING, 3� FITTINGS, 3� BALL VALVE, PIPE SUPPORTS, AND

PIPE LININGS AND COATINGS IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

522-12 AND 522-13 CONCRETE FOUNDATIONS. PAY ITEM INCLUDES ALL LABOR AND

MATERIALS FOR THE COMPLETE FOUNDATION CONSTRUCTION IN ACCORDANCE WITH THE

PLANS. PAY ITEM INCLUDES ALL E:CAVATION, COMPACTION, TESTING, SITE PREPARATION,

AND ASSOCIATED GRADING FOR THE CONSTRUCTION OF THE FOUNDATIONS.

SUGGESTED CONSTRUCTION SEQUENCE

1. CONDUCT PRE-CONSTRUCTION MEETING WITH CITY OF TALLAHASSEE, LEON COUNTY

DEPARTMENT OF ENVIROMENTAL SERVICES, AND LEON COUNTY PUBLIC WORKS.

2. INSTALL EROSION CONTROL FEATURES AND IMPLEMENT TRAFFIC CONTROL PLAN.

3. PERFORM SELECTIVE CLEARING AND GRUBBING AND TREE REMOVAL.

4. REMOVE E:ISTING AIR RELEASE VAULT AND REMOVE E:ISTING 16� FORCEMAIN.

5. CONSTRUCT 18� FORCEMAIN FROM 10

08 (VALVE) TO 16

�3 (VALVE) INCLUDING

BY-PASS CONNECTION AND STUB OUT TO SURGE TANK. PERFORM TESTING ON NEW

FORCEMAIN.

6. INSTALL SODDING OF ALL DISTURBED AREAS IN MEGINNIS ARM RIGHT-OF-WAY.

�. CONSTRUCT CONCRETE PAD FOR SURGE TANK.

8. ESTABLISH BY-PASS PUMPING OPERATION USING E:IST. 18� FORCEMAIN AND E:IST.

BY-PASS CONNECTION.

9. REMOVE 18� FORCEMAIN AND THRUST BLOCKS IN CONFLICT WITH NEW 18� FORCEMAIN.

CONSTRUCT CONNECTIONS TO E:ISTING FORCEMAIN AT 10

08 AND 16

�3.

10. INSTALL SODDING OF ALL DISTURBED AREAS IN MEGINNIS ARM RIGHT-OF-WAY.

11. INSTALL SURGE TANK.

12. DEMOLISH CHEMICAL TANK CONCRETE PAD, REMOVE E:IST. 18� FORCEMAIN AND

THRUST BLOCKING WITHIN THE PUMP STATION SITE.

13. INSTALL SLUICE GATE STRUCTURE (SS-01) AND ASSOCIATED PIPE CONNECTIONS TO

E:ISTING GRAVITY SEWER.

14. CONSTRUCT CONCRETE SLAB FOR CHEMICAL TANK.

15. CLEAN UP RIGHT-OF-WAY AND PERFORM MILLING AND FINAL PAVING OF MEGINNIS

ROAD. CONSTRUCT CONCRETE DITCH PAVEMENT, INSTALL SOD WITHIN

RIGHT-OF-WAY.

16. INSTALL SODDING IN PUMP STATION SITE.

1�. INSTALL FENCING.

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MEGINNIS ARM ROAD

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BEGIN BL-CONST

STATION 10

00.00 N � 539,832.36�0

E � 2,030,086.5600

END BL-CONST

STATION 16

86.44 N � 540,138.1439 E � 2,030,622.3255

N05� 38� 36.56�W 12.533�

N�0� 14� 26.54�E 18.000�

N22� 4�� 28.69�E 14.528�

N00� 00� 00.00�E 93.191�

N40� 29� 26.54�E �.109�

N�4� 14� 43.63�E 362.391�

N�2� 14� 26.54�E 18.860�

P P-1

P P-2

P P-3

BENCHMARK#1

STA. 16

20.25 �0.48� RT

SET NAIL DISC IN POWER POLE

CITY OF TALLAHASSEE SURVEY POINT

(ELEV:100.45-NAVD 88)

BM#1

SUE LOCATES

JA01, JA02, JA03, JA04

INTERST

ATE 10

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MEGININIS A

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N68� 14� 26.54�E 18.000�

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C .C

O M

F B P E R

E G

IS

T R Y

D E Wt a Y >C

O T W

R E >P

S

F or Ee

O a Kn

>F Y I>

P R O J E C T L

A Y O U T .F n

:2 a O

J a n

LPL

LPL

MWH

LPL

L A

L

U C

A S

P

E

P R O J E C T L

A Y O U T

JEREMIAH SLAYMAKER, P.S.M. NUMBER 638�

2316 KILLEARN CENTER BOULEVARD

BUILDING C, SUITE 100

TALLAHASSEE, FLORIDA 32309

(850) 210-0101

WGI, INC. LB �055ID STATION OFFSET DESCRIPTION ELEV.

JA01 10

00.00 0.00 RT 30� STEEL CASING 115.4�

JA02 10

00.00 0.00� RT 18� DIP FM 115.0�

JA03 10

05.52 0.90� LT CONC. THRUST BLOCK 115.6�

JA04 10

09.46 6.58� RT 18� PVC FM 115.2�

SUE DATA TABLE

SUE DATA PROVIDED BY:

M

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FM

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FM

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L

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W

10� 20�

BL-CONST

INSTALL SEDIMENT

BARRIER

INSTALL SEDIMENT

BARRIER

4.28

5.�9 RT

30.51

-14.65 LT

INSTALL SEDIMENT

BARRIER

EQUIPMENT AND

MATERIAL STORAGE

EQUIPMENT AND

MATERIAL STORAGE

1.13

44.04 RT

11�

NOTE: ALL DISTURBED AREAS

SHALL BE SODDED

M A T C H L

IN

E

00 14 00 15

FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM

MEGINNIS ARM ROAD

(LEON COUNTY R/W)

10� 20�

BL-CONST

INSTALL SEDIMENT BARRIER

INSTALL SEDIMENT BARRIER

14.98

-5.28 LT

BL

-C

ON

ST

93.�6

45.38 RT

32.89

-5.25 LT

5 10

610�

110 10

111112113

NOTE: ALL DISTURBED AREAS

SHALL BE SODDED

M A T C H L

IN

E

M A T C H L

IN

E

EN

GI

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ER

O F

RE

CO

RD

E j i V l

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R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

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I O N

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1 2 3 4 5

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T A L L A H A S S E E F L

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W .E

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C .C

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F B P E R

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LPL

LPL

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LPL

L A N E P

L U C A S

E R O S

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N C

O N T R O L

A N D

T R E E P

R O T E C T

IO

M

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I

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FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

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FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

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FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FMFMFMFMFMFM

L

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W

I

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S

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10� 20�

14.98

-5.28 LT

BL-CONST

INSTALL SEDIMENT BARRIER

INSTALL SEDIMENT BARRIER

INSTALL SEDIMENT BARRIER

INSTALL SEDIMENT BARRIER

INSTALL SEDIMENT BARRIER

86.64

�4.64 RT

INSTALL TREE BARRICADE

INSTALL TREE

BARRICADE

REMOVE 18� P

REMOVE 26� LOK

SEE ARBORICULTURAL MITIGATION PLANS

FOR TREE PROTECTION AND REMOVAL DETAILS.

CONST. STABILI<ED

CONSTRUCTION ENTRANCE

REMOVE 24� SG

REMOVE 24� SG

REMOVE 15� P

EQUIPMENT AND

MATERIAL

STORAGE

REMOVE 31� LOK (DEAD)

INSTALL

SEDIMENT BARRIER

32.89

-5.25 LT

�4.55

-2.90 LT

94.26

-5.00 LT

103104

101102

NOTE: ALL DISTURBED AREAS

SHALL BE SODDED

NATURAL AREA

(TO REMAIN)

NATURAL AREA

(TO REMAIN)

REMOVE ��� LOK (DEAD)

EN

GI

NE

ER

O F

RE

CO

RD

E j i V l

I c X

-1 F le is ch m an n

R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

PR

OJ

EC

T

SH

EE

T

R E

V I S

I O N

S

OR

IG

IN

AL

1 2 3 4 5

FL

P

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Si gn atu re

Da te

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T A W

I N

C

E N

I N

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G I N

U

T I A

I T I E

H

T G

A N

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D G

T A T I D

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F L E

IS

C H M A N N R

D S U

IT

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T A L L A H A S S E E F L

P H O N E

-0

W W

W .E

U T A W

IN

C .C

O M

F B P E R

E G

IS

T R Y

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.F n

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F O R C E M A

IN

IM

P R O V E M E N T S

LPL

LPL

MWH

LPL

L A N E P

L U C A S

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IO

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A N D

T R E E P

R O T E C T

IO

M

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A

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FM

FM

FM

FM

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FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

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FM

FM

FM

FM

FM

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L

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W

10� 20�

BL-CONST

REMOVE 18� FM

BEGIN 18� FM REMOVAL END 18� FM REMOVAL

BEGIN PLACE 18� FM OOS10

4.19

0.00

PLACE 18� FM

OOS

BEGIN 16� FM REMOVAL

4.31

-8.00 LT

REMOVE 16� FM

REMOVE 16� FM

SAWCUT AND REMOVE

ASPHALT PAVEMENT

SAWCUT AND REMOVE

ASPHALT PAVEMENT

E:IST. 6� WATER

(TO REMAIN)

44.68

35.�5 RT

LEGEND

MILLING AND RESURFACING

REMOVE FORCEMAIN

PLACE FORCEMAIN

OUT-OF-SERVICE

LEGEND

11�

M A T C H L

IN

E

00 14 00 15

FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM

MEGINNIS ARM ROAD

(LEON COUNTY R/W)

10� 20�

BL-CONST

61.�2

41.36 RT

END PLACING 18� FM OOS

BEGIN 18� FM REMOVALPLACE 18� FM

OOS REMOVE 18� FM

E:IST. 6� WATER

(TO REMAIN)

REMOVE 16� FM

LEGEND

MILLING AND RESURFACING

REMOVE FORCEMAIN

PLACE FORCEMAIN

OUT-OF-SERVICE

5 10

610�

110 10

111112113

M A T C H L

IN

E

M A T C H L

IN

E

EN

GI

NE

ER

O F

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CO

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E j i V l

I c X

-1 F le is ch m an n

R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

PR

OJ

EC

T

SH

EE

T

R E

V I S

I O N

S

OR

IG

IN

AL

1 2 3 4 5

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Si gn atu re

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D S U

IT

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T A L L A H A S S E E F L

P H O N E

-0

W W

W .E

U T A W

IN

C .C

O M

F B P E R

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IS

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>F Y I>

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.F n

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F O R C E M A

IN

IM

P R O V E M E N T S

LPL

LPL

MWH

LPL

L A N E P

L U C A S

D E M O L

IT

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M

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I

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FM

FM

FM

FM

FM

FM

FM

FM

FM

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FM

FM

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FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

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FM

FM

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L

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BL-CONST

REMOVE 16� FM

END 16� FM REMOVAL

85.93

10.�3 RT

E:IST. 16� FM

(TO REMAIN)REMOVE 18� FM

86.49

�0.53 RT

END 18� FM REMOVAL

BEGIN PLACING 18� FM OOS

PLACE 18� FM

OOS

END PLACING 18� FM OOS

BEING 18� FM REMOVAL

30.11

38.62 RT

REMOVE 18� FM

REMOVE BYPASS FM

AND BYPASS CONNECTION

REMOVE CONCRETE PAD

AND 90 LF FENCING

E:ISTING 18� GRAVITY

SEWER (TO REMAIN)

SAWCUT AND REMOVE

APPRO:IMATLEY 20:10�

CONCRETE DITCH PAVING

FROM JOINT TO JOINT OF

E:ISTING DITCH PAVEMENT

REMOVE 18� FM

REMOVE 8� FM

REMOVE AIR RELEASE

VAULT

E:IST. SSMH

(TO REMAIN)

E:IST. SSMH

(TO REMAIN)

E:IST. 8� GRAVITY

(TO REMAIN)

REMOVE BURIED

CONCRETE THRUST

RESTRAINTS

REMOVE BURIED CONCRETE

THRUST RESTRAINTS

CHEMICAL TANK AND ASSOCIATED

ELECTRICAL AND PLUMBING COMPONENTS

TO BE RELOCATED BY CITY

PRIOR TO CONSTRUCTION

REMOVE E:IST.

METAL GATE

10� 20�

BUILDING TO BE REMOVED

BY CITY PRIOR TO CONSTRUCTION

E:IST. WATER

TO REMAIN

E:IST. 6� WATER

TO REMAIN

LOCATE AND PROTECT

WATER SERVICE

LEGEND

CONCRETE REMOVAL

REMOVE FORCEMAIN

PLACE FORCEMAIN

OUT-OF-SERVICE

103104

101102

NATURAL AREA

(TO REMAIN)

NATURAL AREA

(TO REMAIN)

LOCATE AND PROTECT

WATER SERVICE

18.�2

-5.00 LT

23.39

10.00 RT

60.59

-5.00 LT

60.�3

10.00 RT

EN

GI

NE

ER

O F

RE

CO

RD

E j i V l

I c X

-1 F le is ch m an n

R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

PR

OJ

EC

T

SH

EE

T

R E

V I S

I O N

S

OR

IG

IN

AL

1 2 3 4 5

FL

P

.E . N o.

Si gn atu re

Da te

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T A W

I N

C

E N

I N

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G I N

U

T I A

I T I E

H

T G

A N

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D G

T A T I D

N

A N

W

A T E

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F L E

IS

C H M A N N R

D S U

IT

E

T A L L A H A S S E E F L

P H O N E

-0

W W

W .E

U T A W

IN

C .C

O M

F B P E R

E G

IS

T R Y

D E Wt a Y >C

O T W

R E >P

S

F or Ee

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>F Y I>

P S

.F n

:2 a O

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P S

F O R C E M A

IN

IM

P R O V E M E N T S

LPL

LPL

MWH

LPL

L A N E P

L U C A S

D E M O L

IT

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N

P L A

CONST. 18� 45� BEND

STA. 10

12.53

CONST. 18� 22.5� BEND

STA. 10

19.64

M

E

G

I N

N

A

D

I N

T

E

R

S

T

A

D

W

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

L

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U

N

W

E:IST. 6� WM

(TO REMAIN)

BL-CONST

10� 20�

REMOVE E:IST. 45� BEND

CONNECT TO E:IST. 18� FM

E:IST. 36� STORM(TO REMAIN)

CONST.

18� PLUG VALVE BO:

STA. 10

08.83

BEGIN CONSTRUCTION

BEGIN 18� SS FM

CONNECT TO E:IST. 18� FM

STA. 10

3.98

CONST. 18� DIP FM

CONST. 18� 11.25� BEND

STA. 11

61.4�

11�

NOTE: ALL DISTURBED AREAS

SHALL BE SODDED

M A T C H L

IN

E

00 10 20 10 40 10 60 10 80 11 00 11 20 11 40 11 60 11 80 12 00 12 20 12 40 12

1.

1.

.9

.0

.5

8.

.8

.3

.3

.0

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1.

1.

.9

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8.

.8

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.3

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.1

E:ISTING GROUND " BL-CONST

20.0�

5�

6.��

6.2�

6� WATER

(TO REMAIN)

BEGIN CONSTRUCTION

BEGIN 18� DIP FM

CONNECT TO E:IST. 18� FM

03.98

E:IST. 18� DIP FM

TOP EL. 115.00

VX,VJ

(SUE JA 02, WGI 4�9�24)

E:IST. 18� DIP FM

(IN STEEL CASING)

(TO REMAIN)

CONST. 18� PLUG VALVE BO:

STA. 10

08.83

CONST. 18� DIP FM

(36� MIN. COVER)

EN

GI

NE

ER

O F

RE

CO

RD

E j i V l

I c X

-1 F le is ch m an n

R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

PR

OJ

EC

T

SH

EE

T

R E

V I S

I O N

S

OR

IG

IN

AL

1 2 3 4 5

FL

P

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Si gn atu re

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T A W

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G I N

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H

T G

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T A T I D

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F L E

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C H M A N N R

D S U

IT

E

T A L L A H A S S E E F L

P H O N E

-0

W W

W .E

U T A W

IN

C .C

O M

F B P E R

E G

IS

T R Y

D E Wt a Y >C

O T W

R E >P

S

F or Ee

O a Kn

>F Y I>

P S

.F n

:2 a O

J a n

P S

F O R C E M A

IN

IM

P R O V E M E N T S

LPL

LPL

MWH

LPL

L A N E P

L U C A S

U T

IL

IT

Y

P L

O F

IL

00 14 00 15

FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM

MEGINNIS ARM ROAD

(LEON COUNTY R/W)

E:IST. 6� WM

(TO REMAIN) E:IST 6� WM

(TO REMAIN)

BL-CONST 12.��

BL

-C

ON

ST

10� 20�

E:IST. 36� STORM

(TO REMAIN)

9.0�

CONST. 18� DIP FM

5 10

610�10

110 10

111112113

NOTE: ALL DISTURBED AREAS

SHALL BE SODDED

M A T C H L

IN

E

M A T C H L

IN

E

60 12 80 13 00 13 20 13 40 13 60 13 80 14 00 14 20 14 40 14 60 14 80 15 00 15

.1

.5

1.

1.

.6

.1

.6

.2

8.

8.

8.

.5

.1

.8

.1

.5

1.

1.

.6

.1

.6

.2

8.

8.

8.

.5

.1

.8

E:ISTING GROUND " BL-CONST

20.0�

5�

36� STORM

(TO REMAIN)

12� MIN.

6.8�

6.6�

CONST. 18� DIP FM

(36� MIN. COVER)

EN

GI

NE

ER

O F

RE

CO

RD

E j i V l

I c X

-1 F le is ch m an n

R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

PR

OJ

EC

T

SH

EE

T

R E

V I S

I O N

S

OR

IG

IN

AL

1 2 3 4 5

FL

P

.E . N o.

Si gn atu re

Da te

E U

T A W

I N

C

E N

I N

E E

G I N

U

T I A

I T I E

H

T G

A N

H E

D G

T A T I D

N

A N

W

A T E

G

F L E

IS

C H M A N N R

D S U

IT

E

T A L L A H A S S E E F L

P H O N E

-0

W W

W .E

U T A W

IN

C .C

O M

F B P E R

E G

IS

T R Y

D E Wt a Y >C

O T W

R E >P

S

F or Ee

O a Kn

>F Y I>

P S

.F n

:2 a O

J a n

P S

F O R C E M A

IN

IM

P R O V E M E N T S

LPL

LPL

MWH

LPL

L A N E P

L U C A S

U T

IL

IT

Y

P L

O F

IL

SS

CONST. 18� 22.5� BEND

STA. 15

93.25

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

I

N

T

E

R

S

T

A

D

W

E:IST 6� W

M

(TO REMAIN)

E:IST. 8� SS

(TO REMAIN)

E:IST. SSMH

(TO REMAIN)

E:IST. PS 43

E:IST. GRAVITY

SEWER

(TO REMAIN)

CONST. 18� DIP FM

BL-CONST

E:IST. SSMH

(TO REMAIN)

CONST. 18� PLUG VALVE BO:

STA. 16

�2.�1

CONST. 18� TEE

STA. 16

65.80

SS-01

CONST. 18� 45� BEND

STA. 15

�9.02

END CONSTRUCTION

CONNECT TO E:IST 18� FM

STA. 16

81.49

CONST. 20:10

CONC. DITCH PAVEMENT

CONST. 18:12 TEE

STA. 16

69.03

46.24

9.0�

10� 20�

103104

NOTE: ALL DISTURBED AREAS

SHALL BE SODDED

NATURAL AREA

(TO REMAIN)

NATURAL AREA

(TO REMAIN)

15.0�

MA

TC

HL

IN

E

20 15 40 15 60 15 80 16 00 16 20 16 40 16 60 16 80 16

.8

.1

.3

.5

1.

.5

1.

1.

.8

.1

.3

.5

1.

.5

1.

1.

E:ISTING GROUND " BL-CONST

20.0�

5�

6.9�

3.1�

CONST. 18� TEE

STA. 16

65.80

CONST. 18:12 TEE

STA. 16

69.03

CONST. 18� PLUG VALVE BO:

STA. 16

�2.�1

E:IST. 18� FM

(TO REMAIN)

END CONSTRUCTION

END 18� DIP FM

CONNECT TO E:IST. 18� FM

81.49

REMOVE AND

RECONSTRUCT

CONC. DITCH PAVT.

CONST. 18� DIP FM

(36� MIN. COVER)

EN

GI

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ER

O F

RE

CO

RD

E j i V l

I c X

-1 F le is ch m an n

R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

PR

OJ

EC

T

SH

EE

T

R E

V I S

I O N

S

OR

IG

IN

AL

1 2 3 4 5

FL

P

.E . N o.

Si gn atu re

Da te

E U

T A W

I N

C

E N

I N

E E

G I N

U

T I A

I T I E

H

T G

A N

H E

D G

T A T I D

N

A N

W

A T E

G

F L E

IS

C H M A N N R

D S U

IT

E

T A L L A H A S S E E F L

P H O N E

-0

W W

W .E

U T A W

IN

C .C

O M

F B P E R

E G

IS

T R Y

D E Wt a Y >C

O T W

R E >P

S

F or Ee

O a Kn

>F Y I>

P S

.F n

:2 a O

J a n

P S

F O R C E M A

IN

IM

P R O V E M E N T S

LPL

LPL

MWH

LPL

L A N E P

L U C A S

U T

IL

IT

Y

P L

O F

IL

CONST. CONCRETE SLAB

(12.5� : 12.5�)

ELEVATION 102.�5

(SEE STRUCTURAL DETAILS)

REMOVE E:ISTING

VAULT

E:IST. SSMH

(TO REMAIN)

CONST. 12� DIP

PIPING (SEE DETAILS)

INSTALL SURGE TANK

PROVIDED BY OWNER

69.03 -10.25 LT

(SEE DETAILS)

CONST. 18� DIP FM

CONNECT TO E:IST. 18� FM

11.1�

5.0�

E:IST. 8� SEWER

(TO REMAIN)

E:IST. SSMH

(TO REMAIN)

REMOVE E:IST. 45� BEND

AND 18� FM

CONST. 18� PLUG

VALVE VB

CONST. BYPASS

CONNECTION (SEE DETAIL)

INSTALL 18:12 TEE

CONST. 18:18 TEE

REMOVE BYPASS CONNECTION,

VALVE, FM

CHEMICAL FEED

(BY OTHERS)

CONST. BYPASS

SUCTION LINE

CONST. CONCRETE SLAB

(15� : 15�)

TOP ELEVATION 101.0

(SEE STRUCTURAL DETAILS)

PROPERTY LINE

ELEC. VAULT

(TO REMAIN)

E:IST PS 43

BRICK BUILDING

FFE 101.08

E:IST. FENCE

(TO REMAIN)

CONST. 18� DIP FM

5� 10�

CONST. 3�

MAN GATE

E:IST. 18�

SS GRAVITY MAIN

(TO REMAIN)

RIGHT-OF-WAY�

PROPERTY LINE

CHEMICAL TANK, ELECTRICAL,

AND PLUMBING COMPONENTS

TO BE INSTALLED BY OTHERS

68.06 58.3� RT

SS-01

CONST. SLUICE GATE STRUCTURE

59.24 3�.63 RT

(SEE DETAILS)

FENCING LAYOUT

CONST. 3� DIP DRAIN LINE

W� 3� BALL VALVE

CONNECT TO E:IST. SSMH CONST. 6� CONCRETE SLAB

(5�-4� : 5�-4�)

ELEVATION 102.00

E:IST. SCADA EQUIP.

(TO REMAIN)

CONST. 6� VINYL-COATED

(GREEN) CHAIN-LINK FENCE

CONST. 6� CONCRETE SLAB

(��-0� : 4�-0�)

ELEVATION 102.50

SEE FENCING LAYOUT

DETAIL FOR CONTINUATION

NOTE: ALL DISTURBED AREAS

SHALL BE SODDED.

LOCATE AND PROTECT

1� WATER SERVICE

15.0�

LIMITS

OF CLEARING

NATURAL AREA

(DO NOT DISTURB)

NATURAL AREA

(DO NOT DISTURB)

18.�2

-5.00 LT

23.39

10.00 RT

60.59

-5.00 LT

60.�3

10.00 RT

EN

GI

NE

ER

O F

RE

CO

RD

E j i V l

I c X

-1 F le is ch m an n

R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

PR

OJ

EC

T

SH

EE

T

R E

V I S

I O N

S

OR

IG

IN

AL

1 2 3 4 5

FL

P

.E . N o.

Si gn atu re

Da te

E U

T A W

I N

C

E N

I N

E E

G I N

U

T I A

I T I E

H

T G

A N

H E

D G

T A T I D

N

A N

W

A T E

G

F L E

IS

C H M A N N R

D S U

IT

E

T A L L A H A S S E E F L

P H O N E

-0

W W

W .E

U T A W

IN

C .C

O M

F B P E R

E G

IS

T R Y

D E Wt a Y >C

O T W

R E >P

S

F or Ee

O a Kn

>F Y I>

P S

.F n

:2 a O

J a n

P S

F O R C E M A

IN

IM

P R O V E M E N T S

LPL

LPL

MWH

LPL

L A N E P

L U C A S

S U R G E T

A N K

A N D S

IT

E L

A Y O U

00 0 10 0 20 0

CONC. PAD

TOP ELEV. 102.�5

SEE STRUCTURAL DETAILS

12� 90� BEND

12� 90� BEND

12� FULL PORT PLUG VALVE

12� 90� BEND

18�:12� TEE

PIPE SUPPORT (TYP.)

SURGE TANK

PROVIDED BY OWNER

2� AIR VALVE

PIPE SUPPORT (TYP.)

SURGE TANK DETAIL

NOTES:

1. SURGE TANK TO BE PROVIDED BY OWNER.

2. SURGE TANK TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER�S RECOMMENDATIONS.

INSTALL E:PANSION JOINT

W� 316SS RINGS AND RODS

W� UV PROTECTION

PROCO 231FA OR APPROVED EQUAL

12� DIP

00 0 10 0 20 0

CONC. PAD

TOP ELEV. 102.�5

SEE STRUCTURAL DETAILS

SURGE TANK

PROVIDED BY OWNER

3� 90� BEND

3� BALL VALVE

E:IST. SSMH

(TO REMAIN)

3� DIP

CORE DRILL AND CONNECT

TO E:IST. SSMH

12� CONNECTION

TO FORCEMAIN

M

E

G

I N

N

A

D

I N

T

E

R

S

T

A

D

W

L

E

U

N

W

81.49

-3.89 LT

1.80

-25.�5 LT

50.18

5.00 RT

39.30

2�.2� RT

MILLING AND RESURFACING

20� 40�

MEGINNIS ARM ROADWAY RESTORATION

NOTES�

1. MEGINNIS ARM ROAD IS OWNED AND MAINTAINED BY LEON COUNTY.

2. ALL ROADWAY REPAIR AND REPLACMENT SHALL BE IN ACCORDANCE WITH LEON

COUNTY STANDARD SPECIFICATIONS AND LEON COUNTY RIGHT-OF-WAY PERMITS

#LRW24208.

3. MILLING - 1.5�. RESURFACING - 1.5� TYPE SP-9.5.

4. INSTALL 6� DOUBLE YELLOW CENTERLINE AFTER RESURFACING. MATCH E:ISTING

STRIPING IN TERMS OF COLOR AND ALIGNMENT.

24.8�

29.5�

BL CONST.

SS

SS

M

E

G

I

N

N

A

D

I N

T

E

R

S

T

A

D

W

L

E

U

N

W

CONST. 3� GATE

CONST. 16� CANTILEVER GATE

FENCING LAYOUT

20� 40�

CONST. 132 LF

6� VINYL-COATED

(GREEN) CHAIN-LINK

FENCE

CONST. 1�8 LF

6� VINYL-COATED

(GREEN) CHAIN-LINK

FENCE

CONST. 95 LF

6� VINYL-COATED

(GREEN) CHAIN-LINK

FENCE

MINIMUM PIPE RESTRAINT LENGTHS (FT)

FITTING

DIAMETER VALVE 11.25� 22.5� 45�

18� 153� � 15 30

EN

GI

NE

ER

O F

RE

CO

RD

E j i V l

I c X

-1 F le is ch m an n

R oa d T al la ha ss ee , F lo rid a

(8

3-

F

P B

E R

E G

IS

T

R Y

JOB No.

DRAWN

DESIGNED

CHECKED

QC

SHEET

PR

OJ

EC

T

SH

EE

T

R E

V I S

I O N

S

OR

IG

IN

AL

1 2 3 4 5

FL

P

.E . N o.

Si gn atu re

Da te

E U

T A W

I N

C

E N

I N

E E

G I N

U

T I A

I T I E

H

T G

A N

H E

D G

T A T I D

N

A N

W

A T E

G

F L E

IS

C H M A N N R

D S U

IT

E

T A L L A H A S S E E F L

P H O N E

-0

W W

W .E

U T A W

IN

C .C

O M

F B P E R

E G

IS

T R Y

D E Wt a Y >C

O T W

R E >P

S

F or Ee

O a Kn

>F Y I>

P S

.F n

:2 a O

J a n

P S

F O R C E M A

IN

IM

P R O V E M E N T S

LPL

LPL

MWH

LPL

L A N E P

L U C A S

D E T A

IL

AA

BB

C

C seEt a-a seEt D-D seEt E-E

16� 316 SS SUCTION LINE

W� 16:12 REDUCER

AND BLIND FLANGE

��:�� CONCRETE SUCTION MANHOLE

W� AGRU SURE GRIP LINING OR

APPROVED EQUAL

FLOW

FLOW

24� STAINLESS STEEL

SLUICE GATE

WHIPPS MODEL 925 OR

APPROVED EQUAL

18� GRAVITY SEWER

(CONNECT TO E:IST. 18� SEWER)

18� GRAVITY SEWER

(CONNECT TO E:IST. 18� SEWER)

NOTE: ACCESS HATCH NOT

SHOWN FOR CLARITY

16� 316 STAINLESS

SUCTION LINE

16� L.R. 90� BENDS

16� LONG RADIUS 90� BEND

16�:12� REDUCER

W� BLIND FLANGE

SS-01

SLUICE GATE STRUCTURE

SUCTION MANHOLE

48�:48 CLEAR OPENING

ACCESS HATCH

W� FALL…