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WATER RESOURCES ENGINEERING DIVISION

WATER UTILITY ENGINEERING

WATER RESOURCES ENGINEERING DIVISION

WATER UTILITY ENGINEERING

300 S. Adams Street, B-26 ~ Tallahassee, FL 32301 Phone: 850-891-4968 ~ www.talgov.com/you

CIVIL ENGINEER

KIMLEY-HORN AND ASSOCIATES, INC.

2619 CENTENNIAL BLVD., SUITE 200

TALLAHASSEE, FL 32308

PHONE: (850) 553-3500

INDEX OF SHEETS

SHEET No. SHEET DESCRIPTION

C000 COVER SHEET

C100 GENERAL NOTES

C101 KEY SHEET

C200 EXISTING CONDITIONS

C201 EXISTING CONDITIONS

C202 EXISTING CONDITIONS

C203 EXISTING CONDITIONS

C300 ELECTRICAL CONDUIT ROUTING PLAN

C301 ELECTRICAL CONDUIT ROUTING PLAN

C302 ELECTRICAL CONDUIT ROUTING PLAN

C303 ELECTRICAL CONDUIT ROUTING PLAN

C400 PROFILE OF CONDUIT

C600 CONSTRUCTION DETAILS

E-01 ELECTRICAL SITE PLAN

E-02 ELECTRICAL RISER PLAN

E-03 ELECTRICAL CT/PT ENVLOSURES

PLANS PREPARED BY:

LOCATION MAP

UNDERGROUND UTILITIES & PUBLIC

INFRASTRUCTURE DEPARTMENT

No.

R E V I S I O N S

BY DATEDESCRIPTION

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.

PROJECT LOCATION

PROJECT LOCATION

FELICITY JOY APPEL, P.E.

ENGINEER OF RECORD

FL P.E. No. 87780 C I T Y O F T A L L A H A S S E E

UNDERGROUND UTILITIES DEPARTMENT

WATER RESOURCES ENGINEERING DIVISION

300 S. Adams Street, B-26 ~ Tallahassee, FL 32301 Phone: 850-891-0000 ~ www.talgov.com/you

SHEET

LEON COUNTY, FLORIDA

General Highway Map

APALACHEE PKWY

CAPITAL CIR SE

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PLANS PREPARED FOR:

GOVERNING STANDARDS AND SPECIFICATIONS:

PLANS PREPARED BY:

LOCATION MAP

APPROVED FOR CONSTRUCTION

CITY OF TALLAHASSEE UNDERGROUND UTILITIES &

PUBLIC INFRASTRUCTURE DEPARTMENT

WATER RESOURCES ENGINEERING DIVISION

DATE: ______________ SET No. __________

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Proj/CIP-WTR/File Tracker No.:

Project No.:

IFB No.:

of

PUMP STATION 182 REDUNDANT POWER

100% CONSTRUCTION PLANS

JUNE 2025

1" = 2000'

144124091

Florida Department of Transportation Standard Plans, Current Edition Standard Specifications for Road and Bridge Construction, Current Edition City of Tallahassee Technical Specifications 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.

ENGINEER OF RECORD IS RESPONSIBLE FOR ALL SHEETS LISTED IN THE

ABOVE INDEX EXCEPT FOR SHEETS C200 TO C203 AND E-01 TO E-03.

This item has been digitally signed and sealed by Felicity Joy Appel on the date adjacent to the seal.

Signature must be verified on any electronic copies

Digitally signed by Felicity J Appel DN: CN=Felicity J Appel, dnQualifier=A01410C000001948F8D53B1000333DD, O=KIMLEY-HORN AND ASSOCIATES, C=US

Date: 2025.07.10 08:03:16-04'00'

G

EN

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S

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GENERAL CONSTRUCTION NOTES

1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA DEPARTMENT OF TRANSPORTATION

"STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO

THESE STANDARDS AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL.

3. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE

METHOD TO USE FOR SUCH WORK.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. AN APPROXIMATE LIST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE

UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF

REQUIRED PRIOR TO CONSTRUCTION.

6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED

CONSTRUCTION PERMITS.

7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT

PRIOR WRITTEN APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER.

8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN

ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE

CERTIFICATION PROCESS. ALL SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF FLORIDA PROFESSIONAL

LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR.

11. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PROPERLY ABANDONED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED.

12. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL

AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES

OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.

14. ANY CONSTRUCTION ADJACENT TO A WETLAND AREA SHALL BE PERFORMED FROM THE UPLAND SIDE OF THE AREA.

CONSTRUCTION ENCROACHMENT INTO A WETLAND AREA IS NOT ALLOWED UNLESS PERMITTED BY THE JURISDICTIONAL

AGENCY.

15. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT FDOT DESIGN STANDARD INDEX (SERIES 600) AND THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

DEMOLITION NOTES

1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL

MANNER.

2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL

OF SAID ITEMS.

3. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN AND TREE INVENTORY PLAN FOR DEMOLITION/PRESERVATION OF EXISTING TREES. ALL TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR RELOCATED SHALL BE REMOVED AS A PART OF THIS CONTRACT. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY DEMOLITION.

4. CONTRACTOR SHALL ADJUST GRADE OF ANY EXISTING UTILITIES TO REMAIN.

5. CONTRACTOR IS REQUIRED TO OBTAIN ALL DEMOLITION PERMITS.

RECORD DRAWINGS

1. CONTRACTOR SHALL PROVIDE TO THE ENGINEER AND OWNER A MINIMUM OF 10 HARD COPIES OF A PAVING, GRADING AND

DRAINAGE RECORD DRAWING AND A SEPARATE UTILITY RECORD DRAWING, AS WELL AS BOTH IN AUTOCAD 2015 OR LATER, BOTH PREPARED BY A FLORIDA REGISTERED SURVEYOR. THE RECORD DRAWINGS SHALL VERIFY ALL DESIGN INFORMATION

INCLUDED ON THE DESIGN PLANS OF THE SAME NAME.

PAVING, GRADING AND DRAINAGE NOTES

1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN

ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR FDOT SPECIFICATIONS AND

STANDARD PLANS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS.

2. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED.

3. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS

ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.

5. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE

PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED.

6. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF SILT AND DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS.

7. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS

TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION.

8. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER AND APPROVED

BY THE LEON COUNTY ENVIRONMENTAL INSPECTOR.

9. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE

NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

10. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE

LANDSCAPING PLAN.

11. ALL CUT OR FILL SLOPES SHALL BE 3 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE

CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.

13. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK OR ANY OTHER AREAS AS INDICATED BY THE LEON COUNTY ENVIRONMENTAL INSPECTOR. TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE

WATER QUALITY STANDARDS IN CHAPTER 17-302, FLORIDA ADMINISTRATIVE CODE.

14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES.

15. THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE ENVIRONMENTAL RESOURCE PERMIT COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY WATER MANAGEMENT DISTRICT REPRESENTATIVES, OR ANY OTHER REGULATORY AGENCY WHOSE JURISDICTION COVERS THIS PROJECT SITE.

16. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER.

17. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORMWATER PIPING PER MANUFACTURER'S RECOMMENDATIONS.

MAINTENANCE

ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT

OR GREATER, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:

1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR

DETERIORATION.

2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO SECTION 981 OF THE

STANDARD SPECIFICATIONS.

3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE

SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE.

4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS

CONDITIONS DEMAND.

5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE).

THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND.

6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES.

SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 55

CUBIC YARDS / ACRE.

7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS

FOLLOWING THE INSPECTION.

WATER AND SEWER UTILITY NOTES

1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE THE CONTRACTOR SHALL COMPLY WITH ALL

REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL

CONSTRUCTION SECTION OF THIS SHEET.

2. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE.

3. WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE.

4. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO

THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED.

EROSION CONTROL NOTES

1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THIS EROSION CONTROL PLAN, THE

STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT

AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.

2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS.

3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER

THROUGHOUT ALL PHASES OF CONSTRUCTION.

4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE

PERMITTING AGENCY OR OWNER.

5. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON

SITE AT ALL TIMES.

6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL

PERMIT.

7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.

8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY

TREATED OR DISPOSED.

9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY

AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM

BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.

11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS.

MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER

DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.

12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE INITIATED AS SOON AS

PRACTICABLE.

13. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO

CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED.

14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE AREAS. REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS FOR SEEDING AND MAINTENANCE REQUIREMENTS.

15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF

THE SITE.

16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST

BE REMOVED AS SOON AS POSSIBLE.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.

18. ON-SITE & OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.

19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND

EROSION.

20. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION.

21. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACK FILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.

BEST MANAGEMENT PRACTICES (BMP) NOTES

1. CONTRACTOR SHALL COORDINATE WITH THE ENVIRONMENTAL INSPECTOR.

2. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED, DURING ANY PHASE OF DEVELOPMENT, AT

THE DISCRETION ENVIRONMENTAL INSPECTOR.

3. THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR WHO HAS BEEN CERTIFIED UNDER THE FLORIDA STORMWATER, EROSION AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM IS AVAILABLE IN PERSON OR BY PHONE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. INSPECTOR TO BE DESIGNATED AND AVAILABLE AT THE

PRE-CONSTRUCTION MEETING.

4. SILT FENCE SHOWN ON THESE PLANS SHALL BE INSTALLED GENERALLY IN THE LOCATIONS INDICATED, ADJUSTED FOR FIELD

CONSTRAINTS.

5. CONTRACTOR SHALL INSPECT AND REPAIR ALL BMP's AT LEAST ONCE A WEEK, AND AFTER EVERY SIGNIFICANT RAIN EVENT (>

2" OF RAINFALL.) A LOG OF SUCH INSPECTIONS SHALL BE MAINTAINED AT THE SITE.

6. ANY BMP IN NEED OF REPAIR OR REINSTALLATION SHALL BE CORRECTED BY THE CONTRACTOR WITHIN 24 HOURS OF

IDENTIFICATION OF THE NEED FOR SUCH ORRECTION.

7. ADDITIONAL BMP MEASURES MAY BE NECESSARY TO ENSURE THAT TURBID WATER IS NOT DISCHARGED FROM THE CONSTRUCTION SITE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN, THE N.P.D.E.S. PERMIT AND THE CONDITIONS OF THE APPLICABLE NWFWMD ENVIRONMENTAL

RESOURCE PERMIT.

9. ALL DISTURBED AREAS TO BE LEFT IDLE LONGER THAN 14 DAYS MUST BE STABILIZED WITH QUICK GROW GRASS SEED AND

MULCH.

10. IMPROVEMENTS SHOWN FOR REFERENCE ONLY.

11. COORDINATE DISPOSAL OF EXCAVATED MATERIAL WITH OWNER.

12. CONTRACTOR IS RESPONSIBLE FOR SODDING ALL DISTURBED AREAS.

PROJECT SPECIFIC NOTES

1. CONTRACTOR TO SUBMIT BORING PLAN FOR APPROVAL PRIOR TO START OF CONSTRUCTION.

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CONTRACTOR TO STUB UP CONDUIT AT EXISTING OVERHEAD UTILITY POLE.

CITY OF TALLAHASSEE ELECTRIC TO RUN CABLE AND MAKE CONNECTIONS.

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1. CONTRACTOR SHALL REPAIR ALL

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CONSTRUCTION.

2. 42" MINIMUM COVER BETWEEN

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EXISTING GRADE.

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

UG-E UG-E UG-E

SF

S F

S F

PROPOSED TERMINATION CABINET

382 LF OF PROPOSED

2 - 4" HDPE DR11 CONDUIT

AREA OF DIRECTIONAL BORE PIT.

SILT FENCE TO DEFINE LOD AREA = 375 SQFT

UG-E

UG-E

UG-E

UG-E

UG-E

UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E

SF

S F

S F

AREA OF DIRECTIONAL BORE PIT.

SILT FENCE TO DEFINE LOD AREA = 375 SQFT

150 LF OF PROPOSED

2 - 4" HDPE DR11 CONDUIT

23.8'

.1'

26.0'

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

x x x x x x x x xx

O E

O E

O E

52545658

62646668

2 - 4" HDPE DR11 CONDUIT

AREA OF DIRECTIONAL BORE PIT.

SILT FENCE TO DEFINE LOD AREA = 375 SQFT

460 LF OF PROPOSED

2 - 4" HDPE DR11 CONDUITE UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E

UG-E

UG-E

SF

S F

S F

SF

S F

S F

AREA OF DIRECTIONAL BORE PIT.

SILT FENCE TO DEFINE LOD AREA = 375 SQFT

PROPOSED TERMINATION CABINET

.6

48.9'

60.4'

EL

EC

TR

IC

AL

C

O N

D U

IT

R

O U

TI

N

G

PL

AN

C302

PS

R

ED

U

N D

AN

T

PO

W

ER

PR

EP

AR

ED

F

O R

C

IT

Y O

F

TA

LL

AH

AS

SE

E

N O

R

TH

GRAPHIC SCALE IN FEET

10 20 40

N O

R

TH

GRAPHIC SCALE IN FEET

10 20 40

M A

TC

H

LI

N

E S

E E

S H

E E

T C

M A

TC

H

LI

N

E S

E E

B E

LO

W

M A

TC

H

LI

N

E S

E E

A B

O V

E

M A

TC

H

LI

N

E S

E E

S H

E E

T C

NOTES:

1. CONTRACTOR SHALL REPAIR ALL

CURB, GUTTER, AND ASPHALT

DAMAGED OR REMOVED DURING

CONSTRUCTION.

2. 42" MINIMUM COVER BETWEEN

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

OE OE OE OE OE OE OE OE

OE OE OE OE OE OE OE OE

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E

U G

-E U

G

- E

U G

-E

UG-E U

SF

S F

S F

353 LF OF PROPOSED

2 - 4" HDPE DR11 CONDUIT

PROPOSED TERMINATION CABINET

AREA OF DIRECTIONAL BORE PIT.

SILT FENCE TO DEFINE LOD AREA = 375 SQFT

2 - 4" HDPE DR11 CONDUIT

UG-E

UG-E

UG-E

UG-E

SF

S F

S F

AREA OF DIRECTIONAL BORE PIT.

SILT FENCE TO DEFINE LOD AREA = 375 SQFT

433 LF OF PROPOSED

2 - 4" HDPE DR11 CONDUIT

140 LF OF PROPOSED

2 - 4" HDPE DR11 CONDUIT

FT 00

AT 00

OE

OE OE OE OE OE OE OE

OE OE OE OE OE OE OE

W F

OE OE OE OE OE OE OE OE OE OE OE OE OE

OE OE OE OE OE OE OE OE OE OE OE OE OE

x x x x x x x x x x x x x x x x x

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

OE OE OE OE OE OE OE OE OE OE

G G

G

W W

W W

W W

W W

W W

W W

WW WW

W W

W W

W

W

A

PP

R O

X.

R

O W

A

PP

R O

X.

R

O W

W W

WW

W W

E UG-E UG-E UG-E UG-E UG-E UG-E

PROPOSED TERMINATION CABINET

SEE ELECTRICAL PLANS FOR DETAILS

277 LF OF PROPOSED

2 - 4" HDPE DR11 CONDUIT

.5'

.5

EL

EC

TR

IC

AL

C

O N

D U

IT

R

O U

TI

N

G

PL

AN

C303

PS

R

ED

U

N D

AN

T

PO

W

ER

PR

EP

AR

ED

F

O R

C

IT

Y O

F

TA

LL

AH

AS

SE

E

N O

R

TH

GRAPHIC SCALE IN FEET

10 20 40

N O

R

TH

GRAPHIC SCALE IN FEET

10 20 40

M A

TC

H

LI

N

E S

E E

S H

E E

T C

M A

TC

H

LI

N

E S

E E

B E

LO

W

M A

TC

H

LI

N

E S

E E

A B

O V

E

NOTES:

1. CONTRACTOR SHALL REPAIR ALL

CURB, GUTTER, AND ASPHALT

DAMAGED OR REMOVED DURING

CONSTRUCTION.

2. 42" MINIMUM COVER BETWEEN

S A

N S

A N

S A

N S

A N

S A

N S

A N

S A

N S

A N

S A

N

W W

W W

W W

W W

W W

F

PROPOSED TERMINATION CABINET

SEE ELECTRICAL PLANS FOR DETAILS

UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E

0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75 0+80 0+85 0+90 0+95 1+00 1+05 1+10 1+15

EXISTING GRADE

EXISTING 4" WATER

INVERT ELEV: 38.016'

EXISTING 8" GRAVITY SEWER

INVERT ELEV: 35.060'

2-4" HDPE

DR11 CONDUITS

LIMITS OF ORANGE AVENUE SEE ELECTRICAL PLANS

FOR CONTINUATION

0+05

.4

0+10

.5

0+15

.3

0+20

.4

0+25

.0

0+30

.1

0+35

.3

0+40

.5

0+45

.6

0+50

.7

0+55

.6

0+60

.6

0+65

.4

0+70

.3

0+75

.1

0+80

.1

0+85

.2

0+90

.5

0+95

.8

1+00

.0

1+05

.0

1+10

.0

EXISTING 4" WATER

INVERT ELEV: 36.606'

EXISTING 8" SANITARY SEWER

INVERT ELEV: 29.613'

EXISTING 12"x18" RCP

INVERT ELEV: 38.330'

EXISTING 18" FORCE MAIN

INVERT ELEV: 36.793'

EXISTING 30" FORCE MAIN

INVERT ELEV: 36.325'

PR

O

FI

LE

O F

C O

N D

U

IT

C400

PS

R

ED

U

N D

AN

T

PO

W

ER

PR

EP

AR

ED

F

O R

C

IT

Y O

F

TA

LL

AH

AS

SE

E

N O

R

TH

GRAPHIC SCALE IN FEET

2.5 5 10

GRAPHIC SCALE IN FEET

HORIZONTAL

VERTICAL

2.5 5 10

31.3 5

C O

N

ST

R U

C

TI

O N

D

ET

AI

LS

C600

PS

R

ED

U

N D

AN

T

PO

W

ER

PR

EP

AR

ED

F

O R

C

IT

Y O

F

TA

LL

AH

AS

SE

E

PIPE TRENCH AND ASPHALT PATCH

N.T.S.

Notes:

1. CONDUITS MUST BE PLACED 4" FROM BOTTOM FRONT CABINET BASE.

2. 4" CONDUITS ARE PLACED NEAR THE CENTER OF THE CABINET. DO NOT "CROSS CONDUITS.

3. THE TOP OF THE CABINET BASE MUST BE SET BETWEEN 2" & 4" ABOVE FINAL GRADE AND

LOCATED AT A MIN. OF 12" FROM SIDEWALKS OR WALKING PATHS AND 24" FROM BACK OF

CURBS.

4. 1" GRD. ROD SLEEVE MUST BE INSTALLED DEEPER THAN THE OTHER CONDUITS.

5. SOIL MUST BE WELL COMPACTED UNDER THE CABINETS.

6. FOR CURB REPAIR, REFER TO FDOT STANDARD PLAN SPECIFICATION 520-001.

FT

FT

002 3/4" CONDUIT

1/P #16 SHLD

(PT002)

ZS

ZS

ZS

ZS

3/4" CONDUIT

(2)1/P #16 SHLD (FT002,PT002)

3/4" CONDUIT

3/C #14-POWER TO FT002 (120VAC)

12"x10"x8" ENCLOSURE

NEMA 4X STAINLESS STEEL

FOR FLOATS & LEVEL XMTR

NOTE 1

(4) 1 14" CONDUIT

PUMP MONITOR

CABLE EXTENSION

12/C #14

(1) 1 1/4" CONDUIT

(7) 1/P #16 SHLD

+3 1/P SHLD (SPARE)

(1) 1 1/4" CONDUIT

FLOAT CABLES

ZS CABLES

(1) 1 1/4" CONDUIT 120VAC

RECEPTACLE CKT. &

POWER CIRCUITS TO

FTOO1 AND FT002

(1) 1 14" CONDUIT SPARE

400AMP NON-FUSED

DISCONNECT

NEMA 4X STAINLESS STEEL

(SEE DETAIL ON SHEET 33)

24"x18"x8" NEMA 4x SS, HINGED

DOOR, WITH BACK PANEL.

INSTALL CONDUIT SEALS IN

CONDUITS ROUTED TO WET WELL.

INSTALL 20A SPEC GRADE

RECEPTACLE IN WP CAST BOX W/

LOCKABLE COVER ON PANEL

STRUCTURE (LEVITON IUM1V-KBG

OR EQUAL)

3/4"C 2-3/C#14

TC

1 14" CONDUIT

(3) 1/P #16 SHLD. (LEVEL XMTR)

& H2S MONITOR.

(2) HIGH LEVEL FLOAT SWITCH

CABLE

NOTE 2

BELOW GRADE PULL

BOX 24"x18x24" (OPEN

BOTTOM)

BELOW GRADE PULL

BOX 48"x48"x24" (OPEN

BOTTOM) TRAFFIC

RATED COVER

NOTE 4

GENERATOR

WITH SOUND ATTENUATING

ENCLOSURE AND SUB BASE

FUEL TANK

NOTE 5

POLE MOUNTED

FLOOD LIGHT RAB -

FFLED - 80

20' POLE (TYP. OF 4)

PT

PT

400AMP NON-FUSED

DISCONNECT

NEMA 4X STAINLESS STEEL

(SEE DETAIL ON SHEET 33)

2-4" CONDUITS (PENETRATE P/S LID)

2 VENDOR PUMP CABLES (ROUTED

TO PUMP VIA CABLE SUPPORTS)

2"C (PENETRATE P/SLID) FOR MOTOR

PILOT CABLE.

(TYPICAL OF 4).

4" CONDUIT 3 500 MCM XHHW 1 #2

GND IN EACH (TYP. OF 4 - FROM

PULL-BOX TO SWITCH).

(SEE DETAIL ON E-107 TYP.)

120VAC CIRCUIT TO

PANEL BOARD IN

CONTROL BUILDING

36" CABLE TRAY W/DIVIDER 24" POWER, 12"

INSTRUMENT AND CONTROLS) INTERIOR

CABLE TRAY AND PENETRATION THROUGH

BUILDING WALL SHALL BE BY BUILDING

SUPPLIER

(8)1 1/4 " CONDUIT

(1 SPARE)

1-2" CONDUIT

PUMP CONTROL / MONITOR PILOT

CABLE FROM PUMP TO

INSTRUMENT PANEL

(TYPICAL OF 4)

STUB-UP & CAP.

SPARE CONDUIT

AT FIRST SWITCH

WP

GFI

WP

GFI

NOTE 3

3/4" CONDUIT

(4)1/P #16 SHLD (FT001,FT002,PT001,

PT002)

3/4" CONDUIT

6/C #14-POWER TO FT001 AND FT002

(4) 4" CONDUITS

3 500 MCM XHHW

1 #2 GND IN EACH

(1) 4" CONDUIT SPARE W/ PULL

STRING

(1) 1 1/4" CONDUIT

NOTE 3

AT

4" CONDUIT

(1) 1/P #16 SHLD

(H2S XMTR)

H2S MONITOR

(NOTE 8)

GROUNDING

NOTE 10

SCADA POLE/ANTENNA.

NOTE 9

(5) 4" CONDUITS

4/C #500 kCM

PADMOUNT

TRANSFORMER

NO.1

PADMOUNT

TRANSFORMER

NO.2

2-4"

CONDUITS

FROM

PRIMARY

CIRCUIT NO.2

(SEE NOTE 2)

2-4"

CONDUITS

FROM

PRIMARY

CIRCUIT NO.1

JOB No.

DRAWN

DESIGNED

CHECKED

DATE

SHEET

SH

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PR

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AR

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PU

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A N

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U

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W

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S

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M

PU

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A L

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1 3

AUG 2022

DK

JAL

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1 2 3 4 5

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Si gn atu re

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4- 9-

R

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PH

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AN

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RE

VI

SI

ON

S

Joseph A. Lane Digitally signed by Joseph A. Lane DN: C=US, E=jlane@nhwl.com, O="NHWL Engineering, Inc.", CN=Joseph A. Lane Reason: I attest to the accuracy and integrity of this document Date: 2025.04.09 08:51:23-04'00'

JOB No.

DRAWN

DESIGNED

CHECKED

DATE

SHEET

SH

EE

T

PR

EP

AR

ED

B

Y of

PU

M

P

ST

A

TI

O N an d

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4- 9-

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REVISED SUBMITTAL - APRIL 2025

Joseph A. Lane Digitally signed by Joseph A. Lane DN: C=US, E=jlane@nhwl.com, O="NHWL Engineering, Inc.", CN=Joseph A. Lane Reason: I attest to the accuracy and integrity of this document Date: 2025.04.09 08:50:38-04'00'

JOB No.

DRAWN

DESIGNED

CHECKED

DATE

SHEET

SH

EE

T

PR

EP

AR

ED

B

Y of

PU

M

P

ST

A

TI

O N

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Si gn atu re

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REVISED SUBMITTAL - APRIL 2025

Joseph A. Lane Digitally signed by Joseph A. Lane DN: C=US, E=jlane@nhwl.com, O="NHWL Engineering, Inc.", CN=Joseph A. Lane Reason: I attest to the accuracy and integrity of this document Date: 2025.04.09 08:49:38-04'00'