Exhibit C - Plan Set.pdf

PDF 19 MB Posted Sep 3, 2026

Attached to: Lift Station #46 Rehabilitation
Solicitation number: 145242
Issued by: Polk County, Florida

About this file

Written by GovTribe AI · Sep 7, 2026

This is a Plan Set document (Exhibit C) for the Lift Station #46 Rehabilitation project issued by Reedy Creek Energy Services (RCES) in Lake Buena Vista, Florida, serving the Port Orleans area near Epcot. The project involves comprehensive rehabilitation of an existing lift station including demolition of existing equipment, installation of new submersible pumps, diesel backup pumping system, electrical controls, force main connections, and associated infrastructure improvements. The plan set comprises 22 sheets of civil, structural, electrical, and instrumentation drawings prepared by CPH Consulting, LLC and digitally signed by Professional Engineers Victoria R. Markochkovich (PE #101128) and William C. Nelson (PE #42017). Key work items include removal of existing pumps and appurtenances, installation of two submersible pumps rated at 1010 GPM and 88 feet total dynamic head each, installation of a diesel-driven backup pump manufactured by Gorman Rupp with a John Deere 4045T engine, construction of an 8-inch thick concrete top slab with safety tie-offs over the existing wet well, installation of 62 linear feet of 2-inch PVC water main with backflow prevention, and 8-inch and 6-inch ductile iron piping for pump discharge. The project requires temporary bypass pumping systems to maintain continuous service during construction, with contractor coordination required with RCES operational staff for lift station shutdowns, start-up procedures, and equipment transfer protocols.

The design complies with 2024 EPCOT Building, Mechanical, Plumbing, Electrical, and Fire Prevention Codes, along with the 2024 National Electric Code (NFPA-70) and Florida Fire Prevention Code (8th Edition). Contractor responsibilities include field verification of all existing utility locations through Sunshine 811 notification with minimum two-day advance notice, dewatering design and permitting, independent materials and soil testing through a contracted testing laboratory, comprehensive erosion and sedimentation control measures, and submission of record drawings certified by a Professional Land Surveyor upon project completion. The contractor must maintain all existing utilities in service during construction, coordinate temporary utility services with RCES and applicable utility providers, and provide temporary screening and fencing coordinated with RCES and Walt Disney World facility staff. All concrete work shall achieve a minimum compressive strength of 4,000 PSI at 28 days, and all above-ground ductile iron piping must be coated with Protecto401 lining and two coats of exterior enamel paint. The project status as of May 13, 2026 is at the Bid/Construction phase (Revision D), with the solicitation number ITB-C007134 and award basis established as the lowest responsive and responsible bidder.

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EXHIBIT C

PLAN SET

SOLICITATION NO.: ITB-C007134

SOLICITATION TITLE: Lift Station #46 Rehabilitation

DOCUMENT TITLE:

LIST OF DRAWINGS & REVISION STATUS

IMPORTANT NOTICE

This Exhibit is incorporated into and made part of the solicitation documents. Bidders/Proposers shall review all information and shall consider the requirements of this Exhibit when preparing and submitting their response.

PROJECT LOCATION MAP PROJECT SITE MAP

LAKE BUENA VISTA

FL STATUE 556 (1993) REQUIRES

MIN. OF 2 DAYS AND MAX. OF 5

DAYS NOTICE BEFORE YOU EXCAVATE.

1-800-432-4770

"CALL SUNSHINE"

INVESTIGATE

BEFORE YOU

EXCAVATE

SPECIFICATIONS

AS PART OF THIS PROJECT.

NOT INCLUDED

INCLUDED

PROJECT STATUS

BID SET

A SEPARATE PROJECT MANUAL

(SPECIFICATIONS) IS

LIFT STATION 46 REHABILITATION

Prepared For:

Reedy Creek Energy Services Civil Engineering

Department P.O. BOX 10000, Lake Buena Vista, Florida

32830-1000 TELEPHONE (407) 824-3684

Registry No. 27841

PROJECT STATUS - MAY 13, 2026

APPLICABLE CODES DESIGN COMPLIES WITH

& CONTRACTOR SHALL FOLLOW:

· 2024 NATIONAL ELECTRIC CODE (NFPA-70)

· 2024 EPCOT BUILDING CODE

· 2024 EPCOT MECHANICAL CODE

· 2024 EPCOT PLUMBING CODE

· 2024 EPCOT ENERGY EFFICIENCY CODE

· 2024 EPCOT ELECTRICAL CODE

· 2024 EPCOT FIRE PREVENTION CODE

· 2024 EPCOT CODE SUPPLEMENTS

· FLORIDA FIRE PREVENTION CODE, 8TH EDITION

THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND

SEALED UNDER RULE

61G15-23.004, F.A.C.

ENGINEER OF RECORD:

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

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THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY VICTORIA R. MARKOCHKOVICH, P.E.

#101128 ON THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES

ELECTRICAL AND

INSTRUMENTATION

E001 THROUGH E204

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY WILLIAM C. NELSON P.E. #42017 ON

THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES

LIST OF DRAWINGS & REVISION STATUS

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THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND

SEALED UNDER RULE

61G15-23.004, F.A.C.

ENGINEER OF RECORD:

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

G-4 GENERAL NOTES

C-1 TOPOGRAPHIC SURVEY

C-2 DEMOLITION SITE PLAN

C-3 SITE PLAN

C-4 PUMP PLAN, SECTION AND DETAILS

C-5 BYPASS PLAN

C-6 CONSTRUCTION DETAILS

E001 ELECTRICAL SYMBOLS, NOTES, & ABBREV.

E002 LIFT STATION 46 SITE PLAN

E100 LIFT STATION 46 DEMOLITION AND

PROPOSED SINGLE LINE DIAGRAM

E101 LIFT STATION 46 DEMOLITION PLAN

E102 LIFT STATION 46 PROPOSED

GROUNDING AND SITE PLAN

E200 ELECTRICAL DETAILS 1

E201 ELECTRICAL DETAILS 2

E202 ELECTRICAL DETAILS 3

E203 ELECTRICAL DETAILS 4

E204 ELECTRICAL DETAILS 5

C-7 CONSTRUCTION DETAILS

C-8 CONSTRUCTION DETAILS

www.sunshine811.com

GENERAL UTILITY NOTES:

1. COORDINATE CONSTRUCTION WITH ALL OTHER SITE CONSTRUCTION AND/OR ADJACENT OFF SITE CONSTRUCTION.

2. NO CONSTRUCTION WILL BE ALLOWED WITHIN JURISDICTIONAL AREAS (WETLANDS) OR PRESERVATION AREAS, OTHER THAN THOSE

SPECIFICALLY INDICATED IN THESE CONSTRUCTION DOCUMENTS.

3. INSTALL ALL REQUIRED EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO BEGINNING THE WORK.

4. PROTECT ANY NGVD-'29 MONUMENTS LOCATED WITHIN THE LIMITS OF CONSTRUCTION. IF IN DANGER OR DAMAGED, NOTIFY THE

FOLLOWING PRIOR TO CONSTRUCTION:

OCEAN SERVICE ADVISOR

C/O DEPARTMENT OF NATURAL RESOURCES

BUREAU OF SURVEYING AND MAPPING

3900 COMMONWEALTH BOULEVARD

TALLAHASSEE, FLORIDA 32030

(904) 488-2427

5. THE LOCATION OF ALL EXISTING UTILITIES AND DRAINAGE STRUCTURES SHOWN ARE BASED ON AVAILABLE INFORMATION. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES TO FIELD LOCATE ALL EXISTING FACILITIES WITHIN THE LIMITS OF CONSTRUCTION, AS WELL AS VERIFY SIZE AND MATERIALS FOR ALL CONNECTIONS.

6. ALL FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES REFER TO THE CURRENT EDITION OF THE ROADWAY AND TRAFFIC

DESIGN STANDARDS.

7. MAINTAIN DAILY RECORD DRAWINGS AT ALL TIMES DURING CONSTRUCTION. RECORD DRAWING INFORMATION SHALL INCLUDE (AT A MINIMUM) HORIZONTAL LOCATIONS AND INVERT ELEVATIONS (AND TOP ELEVATION IF APPLICABLE) OF ALL DRAINAGE AND UTILITY PIPE SYSTEMS INCLUDING IRRIGATION SLEEVES EITHER BEING INSTALLED OR ENCOUNTERED DURING CONSTRUCTION.

INFORMATION SHALL BE LEGIBLY HAND WRITTEN IN THE MOST CURRENT SET OF CONSTRUCTION PLANS, AS WELL AS TYPE WRITTEN IN TABULAR FORMAT. UPON COMPLETION OF THE PROJECT SUBMIT TWO COMPLETE SETS OF RECORD DRAWINGS

CERTIFIED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA.

12. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. THE FOLLOWING COMPANIES SHALL BE CONTACTED BY THE

CONTRACTOR AT LEAST 3 FULL WORK DAYS IN ADVANCE:

REEDY CREEK ENERGY SERVICES (407) 824-4123

REEDY CREEK IMPROVEMENT DISTRICT

PLANNING AND ENGINEERING DEPARTMENT

CONTACT NAME : STEPHEN ROUSSAU, P.E.

CONTACT NUMBER: 407-824-3684

13. IF HISTORICAL OR ARCHEOLOGICAL ARTIFACTS, SUCH AS INDIAN CANOES, ARE DISCOVERED AT ANY TIME WITHIN THE PROJECT

SITE, IMMEDIATE NOTIFICATION SHALL BE PROVIDED TO THE FOLLOWING:

REEDY CREEK ENERGY SERVICES

14. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM BEST AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY.

15. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES PRIOR TO STARTING

CONSTRUCTION.

16. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. ALL VEGETATION REMOVED OR DISTURBED BY

CONSTRUCTION ACTIVITY SHALL BE REPLACED "IN KIND" TO EQUAL OR BETTER CONDITION.

17. A 48-HOUR NOTICE WILL BE GIVEN TO THE ENGINEER OF RECORD AND RCES INSPECTORS PRIOR TO TESTING ANY UTILITY SHOWN

ON THESE PLANS.

18. WHEN TRENCH EXCAVATION EXCEEDS 5 FEET IN DEPTH:

A. CONTRACTOR SHALL CONFORM TO OSHA STANDARDS (29CFR SECTION 1926.650)

B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH ALL APPLICABLE LAWS

C. TRENCH SAFETY SYSTEM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

19. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA PROVIDED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL

AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS.

20. THE CONTRACTOR SHALL COORDINATE TEMPORARY UTILITY SERVICES WITH REEDY CREEK IMPROVEMENT DISTRICT AND UTILITY

PROVIDER(S) PRIOR TO CONSTRUCTION.

21. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES WITH REEDY CREEK IMPROVEMENT DISTRICT AND THE UTILITY PROVIDER(S).

22. THE CONTRACTOR SHALL COORDINATE DEMOLITION OR RELOCATION OF EXISTING UTILITIES WITH REEDY CREEK IMPROVEMENT

DISTRICT AND THE UTILITY PROVIDERS.

23. PROPOSED UTILITIES SHALL BE INSTALLED UNDER EXISTING UTILITIES AND DRAINAGE SYSTEMS, UNLESS OTHERWISE NOTED. AT LOCATIONS WHERE EXISTING SYSTEMS ARE DEEP ENOUGH TO ALLOW PROPOSED UTILITIES TO BE ABOVE, THE CONTRACTOR MAY

REQUEST A VARIANCE TO THIS PROVISION IN WRITING TO THE OWNER AND ENGINEER.

24. EXISTING UTILITIES MAY NOT BE ABANDONED OR REMOVED UNTIL NEW OR TEMPORARY FACILITIES ARE COMPLETED AND APPROVED FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT UTILITIES ARE NO LONGER IN SERVICE.

25. UTILITIES THAT ARE NO LONGER IN SERVICE ARE TO BE GROUTED AND ABANDONED IN PLACE, UNLESS OTHERWISE NOTED.

ABANDONED UTILITIES MAY BE REMOVED WHERE IN CONFLICT WITH PROPOSED CONSTRUCTION.

26. ALL CONSTRUCTION SHALL CONFORM TO AND SHALL BE INSTALLED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE REEDY CREEK IMPROVEMENT DISTRICT STANDARDS UNLESS STATED OTHERWISE IN THE SPECIFICATION, OR ON THE PLANS.

27. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL CONTROL POINTS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES SHOULD BE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SURVEYOR OF THE CONDITION IN

WRITING PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

28. PRIOR TO START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE

WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THE PLANS.

29. ALL DEWATERING DESIGN AND PERMITTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

30. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM ALL MATERIAL AND SOIL TESTING AS REQUIRED BY REEDY CREEK IMPROVEMENT DISTRICT, THESE CONSTRUCTION PLANS AND THE SPECIFICATIONS. TESTS SHALL

INCLUDE DENSITY TESTS IN ALL UTILITY TRENCHES.

31. ALL UNSUITABLE SOIL OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER. OFF-SITE DISPOSAL OF MATERIALS AND DEBRIS REMOVED FROM THE SITE SHALL BE IN ACCORDANCE WITH

ALL FEDERAL, STATE, AND LOCAL REGULATIONS.

32. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AND DEWATERING

OPERATIONS.

33. IF SOLVENT CONTAMINATION IS FOUND IN A PIPE TRENCH OR OTHER EXCAVATION, WORK SHALL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE, FITTINGS AND SOLVENT RESISTANT GASKET MATERIAL SUCH AS FLUOROCARBON SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND ANY SOLVENT NOTED. ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PLACED ON AN IMPERMEABLE MAT AND COVERED WITH A WATERPROOF COVERING. THE PROPER AUTHORITIES WILL BE NOTIFIED AND THE

CONTAMINATED SOIL HELD FOR PROPER DISPOSAL.

34. OPERATION OF RCES LIFT STATIONS THE CONTRACTOR SHALL COORDINATE ALL LIFT STATION OPERATIONS AND SHUT DOWN

CONTROL WITH RCES.

35. THE CONTRACTOR SHALL PROVIDE TEMPORARY BY-PASS PUMPING AS NEEDED FOR EACH LIFT STATION AND/OR MANHOLE TO BE REHABILITATED AND/OR REPLACED PRIOR TO THE START OF ANY WORK. BOTH THE PRIMARY AND THE BACKUP BY-PASS PUMPING SYSTEMS SHALL BE OF ADEQUATE CAPACITIES AND SIZES TO HANDLE THE FLOW AND SHALL MAINTAIN CONTINUOUS SERVICE DURING THE ENTIRE CONSTRUCTION PROCESS UNTIL THE NEW OR REHABILITATED LIFT STATION OR MANHOLE HAS BEEN ACCEPTED BY THE RCES. THE BY-PASS PUMPING SYSTEMS SHALL BE APPROVED AND ACCEPTED BY THE RCES PRIOR TO INSTALLATION. THE CONTRACTOR SHALL NOT MAINTAIN MORE THAN TWO (2) LIFT STATION BY-PASS OPERATIONS AT THE SAME

TIME DURING THE CONSTRUCTION PROCESS.

36. BY-PASS PUMPING SHALL BE LOW NOISE SUITABLE FOR ALL AREAS.

37. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY PLUGS, BLOCKING, TAPS, AND TESTING EQUIPMENT REQUIRED TO

COMPLETE PRESSURE TESTING, AS SPECIFIED.

38. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL BY THE RCES, A COMPREHENSIVE WRITTEN PROCEDURE THAT DESCRIBES THE INTENDED CONSTRUCTION SEQUENCE FOR MAINTAINING AND TRANSFERRING SERVICE FROM THE EXISTING LIFT STATION TO THE NEW LIFT STATION. ITEMS TO ADDRESS SHALL INCLUDE THE FOLLOWING AS A MINIMUM:

A. LOCATION AND METHOD OF BY-PASS PUMPING.

B. STATION START-UP AND DRAW-DOWN PROCEDURES.

C. TIE IN OF THE NEW LIFT STATION.

D. DISMANTLING OF EQUIPMENT AND CONVERSION OR REMOVAL OF OLD WET WELL.

THIS PROCEDURE SHALL BE SUBMITTED WITH THE PROJECT SCHEDULE.

39. THE CONTRACTOR SHALL NOTIFY THE RCES SEVEN (7) WORKING DAYS IN ADVANCE OF ANY SANITARY FORCE MAIN SHUT-DOWN.

40. ALL CONNECTIONS TO EXISTING FORCE MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE CONNECTION PROCEDURE AND THE WORK SCHEDULING HAS BEEN REVIEWED AND APPROVED BY THE RCES. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE RCES A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO SCHEDULING SAID CONNECTIONS. THE REQUEST SHALL

OUTLINE THE FOLLOWING:

A. POINT OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING.

B. ESTIMATED CONSTRUCTION TIME FOR SAID CONNECTION.

SURVEY NOTES:

1. SURVEY PROVIDED BY: REEDY CREEK ENERGY SERVICES.

2. THE HORIZONTAL DATUM IS THE DISNEY GRID SYSTEM.

3. THE VERTICAL DATUM IS BASED ON DISNEY'S DATUM REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929.

4. ANY SECTION CORNERS OR PROPERTY CORNERS DISLOCATED OR DISTURBED BY THE CONSTRUCTION ACTIVITIES SHALL ONLY BE

RESET BY REEDY CREEK ENERGY SERVICES AT THE CONTRACTOR'S SOLE EXPENSE.

EROSION PREVENTION AND CONTROL CONSTRUCTION NOTES:

1. ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND APPROVED BY CFTOD COMPLIANCE PERSONNEL

PRIOR TO ANY CONSTRUCTION ACTIVITIES. REMOVAL OF THESE SAME EROSION CONTROLS AND PREVENTION MEASURES MAY BE

DONE ONLY AFTER AUTHORIZATION BY CFTOD COMPLIANCE PERSONNEL IS OBTAINED.

2. DURING CONSTRUCTION THE CONTRACTOR WILL PROVIDE TEMPORARY SEEDING AND MULCHING FOR AREAS THAT HAVE BEEN CLEARED AND NOT REWORKED WITHIN 7 CALENDAR DAYS DURING THE WET SEASON ( APRIL THROUGH SEPTEMBER ) AND 14 CALENDAR DAYS DURING THE DRY SEASON ( OCTOBER THROUGH MARCH ). ALSO, ALL SIDES SLOPES SHALL BE SODDED OR SEEDED OR MULCHED WITHIN 7 DAYS DURING THE WET SEASON AND 14 DAYS DURING THE DRY SEASON.

3. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TEMPORARY STABILIZATION FOR AREAS AND SIDE SLOPES THAT HAVE

NOT BEEN REWORKED IN SEVEN DAYS PER THE DISTRICTS LDR'S.

4. IN THE EVENT THAT EROSION PREVENTION AND CONTROL DEVICES PROVE NOT TO BE EFFECTIVE, ALTERNATIVE METHODS FOR MAINTAINING STATE WATER QUALITY STANDARDS FOR DISCHARGE FROM THE CONSTRUCTION SITE MAY BE REQUIRED. ALL ALTERNATE EROSION PREVENTION AND CONTROL DEVICES MUST BE REVIEWED AND HAVE WRITTEN APPROVAL BY CFTOD

DESIGNATED COMPLIANCE PERSONNEL PRIOR TO PLACEMENT.

5. NO DISCHARGE OF CONTAMINATES INTO ADJACENT WETLANDS OR WATER BODIES SHALL BE PERMITTED AT ANY TIME.

6. EROSION CONTROL SHALL BE MAINTAINED WITHIN CONSTRUCTION AREAS BY QUICKLY STABILIZING DISTURBED AREAS TO PREVENT THE RELEASE OF SEDIMENT. THIS SHALL BE ACCOMPLISHED USING SOD, TURBIDITY FENCES AND OTHER MEANS ACCEPTABLE TO

OWNER, ENGINEER AND REGULATORY AGENCIES.

7. TURBIDITY BARRIERS (SILT BOOMS) SHALL BE USED IN POND AND WATERWAY AREAS INDICATED ON THESE PLANS TO PREVENT RELEASE OF SEDIMENT AND/OR TURBID WATER INTO SURROUNDING WATERS. THESE SEDIMENT AND TURBIDITY BARRIERS SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. TURBIDITY LEVELS IN SENSITIVE AREAS SHALL BE CLOSELY

MONITORED BY THE REEDY CREEK IMPROVEMENT DISTRICT DURING CONSTRUCTION.

8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION CONTROL MEASURES AS REQUIRED BY CFTOD AND WDW ENVIRONMENTAL AFFAIRS, INCLUDING BUT NOT LIMITED TO, A DOUBLE ROW OF SILT FENCE AROUND THE PERIMETER OF THE SITE.

CFTOD STAFF WILL INSPECT EROSION CONTROL MEASURES. CFTOD SHALL BE NOTIFIED PRIOR TO REMOVAL OF EROSION

CONTROL MEASURES.

PRECAST STRUCTURAL NOTES

1. PRECAST STRUCTURES SHALL BE ENGINEERED PRODUCTS OF A PRECAST MANUFACTURER AND SHALL BE SPECIFICALLY DESIGNED FOR THE SERVICE AND APPLICATION AS SHOWN ON THESE DRAWINGS. THE PRECAST MANUFACTURER IS SOLELY RESPONSIBLE FOR DESIGN AND MANUFACTURE OF EACH STRUCTURE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INSTALLATION OF THESE PRODUCTS AND CONFORMANCE OF SAME WITH ALL PROJECT DOCUMENTS. THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR ALL SUCH PRECAST STRUCTURES ON THE PROJECT FOR REVIEW AND APPROVAL, PRIOR TO THE ORDERING

OF ANY STRUCTURES OR MATERIALS.

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE CAST-IN-PLACE REINFORCEMENT AND CONCRETE PLACEMENT USED IN THE INSTALLATION OF SADDLE MANHOLES FOR REVIEW AND APPROVAL BY RCES, PRIOR TO THE ORDERING OF ANY MATERIALS.

3. STRUCTURAL DESIGN STANDARDS - ACI STANDARD 318-89 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND ACI 350R-83, "CONCRETE SANITARY ENGINEERING STRUCTURES". PRECAST WALL SECTIONS ASTM C478.

4. ALL CONCRETE SHALL HAVE A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF fc' = 4000 P.S.I. AT 28 DAYS, UNLESS NOTED ON

DRAWINGS.

5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. MINIMUM YIELD STRENGTH SHALL BE 60,000 P.S.I.

6. CONTRACTOR SHALL COORDINATE WET WELL HATCH OPENING SIZE AND LOCATION AS REQUIRED BY PUMP MANUFACTURER/SUPPLIER WITH THE PRECAST CONCRETE SUPPLIER PRIOR TO CASTING. SHOP DRAWINGS OF THE PRECAST

SHALL BE PROVIDED TO RCES FOR REVIEW.

7. THE FLOOR GROUT (FILLET) SHALL BE FULL CIRCUMFERENCE OF THE STRUCTURE.

POWER AND WATER SUPPLY NOTES:

1. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY PROVIDER FOR POWER AND WATER SERVICE, AND SHALL INCLUDE IN HIS BID ALL PROVIDER CHARGES FOR MATERIALS, LABOR, ONE-TIME NONRECURRING CONSTRUCTION COSTS AND OTHER COSTS, INCLUDING WATER METER, ASSESSED BY THE PROVIDER, WHETHER OR NOT INDICATED ON THE DRAWINGS, OR SPECIFIED.

2. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE POWER SUPPLY AND THE WATER SYSTEM RELOCATION AND

INSTALLATION WITH THE SUPPLIER.

3. THE POWER PROVIDER SHALL MAKE ALL SECONDARY TERMINATIONS AT POWER TRANSFORMERS.

4. OWER SUPPLIER: RCES

5. WATER SUPPLIER: RCES

SANITARY SEWER SYSTEMS

1. INSTALL ALL SEWER MAINS AT A MINIMUM 36 INCHES OF COVER.

2. FITTINGS SHALL CONFORM TO THE SAME REQUIREMENTS AS THE PIPE. PROVIDE ADAPTERS AS REQUIRED TO JOIN PVC PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. SOLVENT

CEMENT SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER.

3. PVC SEWER PIPE SHALL BE COLOR CODED GREEN, STENCILED "SEWER LINE" (2" LETTERING ON TWO

SIDES OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION).

4. INSTALL ADHESIVE IDENTIFICATION TAPE ALONG ALL PRESSURE PIPELINE. TAPE SHALL BE MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LETTER SIZE 1 INCH. TAPE COLOR AND LETTERING SHALL BE "SEWER LINE", BLACK PRINTING ON GREEN BACKGROUND. PLACE TAPE AS FOLLOWS: 2" - 8" PIPE - CENTER ALONG TOP HALF OF PIPE; 10" - 18" PIPE - PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE;

20" PIPE AND LARGER - PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED

ALONG TOP HALF OF PIPE.

5. INSTALL WARNING TAPE ALONG ALL PRESSURE SEWER PIPELINES. TAPE SHALL BE 6-INCH WIDE VINYL CONTINUOUS TAPE, COLORED GREEN WITH BLACK LETTERING CODED AND WORDED “CAUTION: SEWER BURIED BELOW”. INSTALL ALONG PIPELINE, 2 FEET ABOVE PIPE, MINIMUM OF 1 FOOT BELOW GRADE.

6. CONNECTIONS TO EXISTING SEWER SHALL BE CONDUCTED IN SUCH A MANNER THAT THE EXISTING SEWER REMAINS IN OPERATION. PROVIDE BY PASS PUMPING OF EXISTING FLOWS OR COLLECT AND LEGALLY DISPOSE OF EXISTING SEWER FLOW AS NEEDED TO ACCOMMODATE CONSTRUCTION WHILE

KEEPING EXISTING SEWER IN SERVICE.

7. PRIOR TO INSPECTIONS AND TESTING, CLEAN ALL INSTALLED LINES AND MANHOLES. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS

BEFORE ANY WORK IS TO BE INSPECTED OR TESTED.

8. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES

SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS.

9. ALL SERVICE LATERALS SHALL BE COMPLETED PRIOR TO TESTING, AND ARE SUBJECT TO THE SAME

TESTING REQUIREMENTS AS THE MAIN LINE.

10. PROVIDE LIGHT SOURCE AND MIRRORS FOR LAMPING OF SEWER. ANY SEWER IN WHICH THE DIRECT LIGHT OF A LAMP CANNOT BE VIEWED IN EITHER DIRECTION, FULL CIRCLE, BETWEEN ADJACENT MANHOLES SHALL BE CONSIDERED UNSATISFACTORY, UNLESS THE LINE IS DESIGNED WITH HORIZONTAL DEFLECTIONS, AND SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION.

11. CONDUCT LOW PRESSURE AIR TESTING OF INSTALLED SEWER PIPING IN ACCORDANCE WITH THE

SPECIFICATIONS

12. CONDUCT LEAKAGE TESTING OF MANHOLES. PLUG INVERTS AND FILL MANHOLE WITH WATER.

ALLOWABLE WATER DROP IN MANHOLE TO BE FIELD DETERMINED BY UTILITY AND ENGINEER. MINIMUM

TEST DURATION IS 1 HOUR IN ACCORDANCE WITH THE SPECIFICATIONS.

13. CONDUCT DEFLECTION TESTING OF PIPELINE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. MAXIMUM ALLOWABLE PIPE DEFLECTION IS 5%. MEASURE DEFLECTION BY MANUALLY PULLING A MANDREL THROUGH THE PIPE. THE MINIMUM MANDREL OUTER DIAMETER SHALL BE IN ACCORDANCE

WITH THE SPECIFICATIONS.

14. DEFLECTION TESTING IS CONSIDERED SATISFACTORY IF THE MANDREL CAN BE PULLED BY HAND THROUGH THE PIPE BEING TESTED. IF THE MANDREL CANNOT BE PULLED THROUGH THE PIPE, REPLACE OR CORRECT THE PIPE AND RETEST UNTIL TESTING IS SATISFACTORY. ANY PIPE REMOVED OR

CORRECTED DUE TO FAILING DEFLECTION TESTING SHALL ALSO BE RE-TESTED FOR LEAKAGE.

UTILITY LOCATE TICKETS / SUNSHINE 811:

1. CONTRACTOR SHALL SUBMIT A LOCATE TICKET REQUEST TO SUNSHINE 811 AND RECEIVE CLEARANCE FROM THE AFFECTED

UTILITIES. REFER TO HTTP://WWW.SUNSHINE811.COM/.

2. REQUEST MUST BE SUBMITTED A MINIMUM OF TWO (2) FULL BUSINESS DAYS BEFORE EXCAVATION.

A. SUBMIT REQUEST TO SUNSHINE 811 NOTIFICATION SYSTEM.

a. CALL 811 OR ENTER THE REQUEST VIA THE INTERNET AT HTTP://WWW.ONLINE811.COM

b. WRITE DOWN THE SUNSHINE 811 LOCATE TICKET NUMBER.

B. CALL THE REEDY CREEK ENERGY SERVICES (RCES) UTILITY LOCATE OFFICE AT (407) 560-6539.

a. PROVIDE THE SUNSHINE 811 LOCATE TICKET NUMBER.

b. MARK UP THE RCES SUPPLIED MAP TO SHOW THE LIMITS OF EXCAVATION.

c. REVIEW THE RCES RESPONSE AND NOTES FOR UTILITY PRESENCE, CONFLICTS OR SPECIAL CONDITIONS.

d. CHECK THE SUNSHINE STATE ONE CALL POSITIVE RESPONSE CODE TO VERIFY THAT THE EXCAVATION SITE IS CLEAR OR MARKED OF EXISTING UTILITIES BY THEIR RESPECTIVE OWNERS PRIOR TO BEGINNING EXCAVATION.

3. DO NOT BEGIN EXCAVATION UNTIL YOU HAVE:

A. RECEIVED AND REVIEWED THE RCES UTILITY LOCATE OFFICE TICKET AND NOTES FOR UTILITY PRESENCE, CONFLICTS OR SPECIAL CONDITIONS (INCLUDING NOTES FROM WDW IRRIGATION, WDW TELECOM AND WDW VIDEO TECHNOLOGY).

B. BEEN NOTIFIED BY SUNSHINE 811 THAT ALL PUBLIC UTILITY LOCATOR (RCES/CFTOD, SMART CITY, TECO/PEOPLES GAS, DUKE ENERGY, ORANGE RCES UTILITIES, SUMMIT BROADBAND, ORLANDO TELEPHONE COMMISSION, TOHO WATER AUTHORITY, ETC.) HAVE RESPONDED TO THE LOCATE REQUEST. THIS IS AUTOMATICALLY SENT TO YOU IF YOU PROVIDE AN E-MAIL ADDRESS DURING THE LOCATE TICKET REQUEST PROCESS. OR YOU CAN ACCESS THEM MANUALLY BY CALLING (800)

850-8257 OR USING THE INTERNET AT THE WEB ADDRESS NOTED ABOVE.

4. ISSUANCE OF A UTILITY LOCATE TICKET DOES NOT RELIEVE THE EXCAVATOR OF THE RESPONSIBILITY OF EXERCISING DUE

CAUTION FOR UNKNOWN OR MISLOCATED UNDERGROUND UTILITIES.

A. THE UTILITY LOCATE TICKET SHALL NOT BE CONSTRUED AS A BUILDING PERMIT.

5. WHEN A UTILITY REQUESTS AN AREA TO BE "HAND-DUG" IT MEANS HAND DIG ONLY.

MAINTENANCE OF TRAFFIC

THE CONTRACTOR SHALL BE RESPOSIBLE FOR THE PROTECTION AND MAINTENANCE OF TRAFFIC BY THE PROPER USE OF BARRICADES, WARNING LIGHTS, FLARES AND NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES. ALL FORMS OF TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, TRAFFIC CONTROL FOR HIGHWAY CONSTRUCTION AND MAINTENANCEOPERATIONS, LATEST EDITION. MAINTENANCE OF TRAFFIC SHALL COMPLY WITH FDOT

SECTION 102.

LANE OR ROAD CLOSURE IF REQUIRED CAN ONLY BE PERFORMED BETWEEN THE HOURS OF MIDNIGHT AND 5 A.M

MAINTENANCE OF PEDESTRIAN TRAFFIC

PEDESTRIAN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AND ALL PLACES.

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THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND

SEALED UNDER RULE

61G15-23.004, F.A.C.

ENGINEER OF RECORD:

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

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THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND

SEALED UNDER RULE

61G15-23.004, F.A.C.

ENGINEER OF RECORD:

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143

TEPED

B O N

N E T C

R E E K R

REMOVE EXISTING SUBMERSIBLE

PUMPS (TWO) AND ASSOCIATED

PIPING AND APPURTENANCES

REMOVE EXISTING

WET WELL TOP SLAB

REMOVE EXISTING

ELECTRICAL CONTROL

PANEL

WET WELL, VALVE VAULT, AND ELECTRICAL

WET WELL PUMPS AND PIPING

REMOVE EXISTING

WET WELL TOP SLAB

REMOVE EXISTING

ELECTRICAL CONTROL PANEL

AND APPURTENANCES

REMOVE EXISTING VALVE VAULT,

CONCRETE TOP SLAB, VALVES,

FITTINGS, AND DISCHARGE PIPING.

PUNCTURE BASE OF VAULT WITH

HOLES AND FILL WITH SAND.

ABOVE GROUND VALVE

ASSEMBLY PAD WILL PROVIDE A

CONCRETE CAP.

REMOVE AND SALVAGE

EXISTING DIESEL GENERATOR

AND FUEL TANK. REMOVE

EXISTING CONCRETE PAD.

REMOVE EXISTING VALVE VAULT,

CONCRETE TOP SLAB, VALVES,

FITTINGS AND DISCHARGE PIPING.

PUNCTURE BASE OF VAULT WITH

HOLES AND FILL WITH SAND.

ABOVEGROUND VALVE ASSEMBLY

PAD WILL PROVIDE A CONCRETE CAP

TELEPHONE PEDESTAL

AND RADIO POLE TO BE

RELOCATED

REMOVE EXISTING

BURIED ELECTRIC

LINES

Graphic Scale in Feet

5 5 10

SAW CUT, REMOVE AND

REPLACE EXISTING CURB AND

GUTTER TO NEAREST JOINT

REMOVE EXISTING PUMPS,

FITTINGS, PIPING, AND

ASSOCIATED APPURTENANCES

REMOVE AND RELOCATE

EXISTING BACK FLOW

PREVENTER AND PIPING

AS SHOWN ON C-3

SAW CUT AND REMOVE AND

REPLACE EXISTING CURB AND

GUTTER TO NEAREST JOINT

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THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND

SEALED UNDER RULE

61G15-23.004, F.A.C.

ENGINEER OF RECORD:

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

EXISTING AREAS:

VALVE BOX 52 S.F.

WET WELL 112 S.F.

ELECTRICAL CABINET CONCRETE PAD 81 S.F.

TRANSFORMER 98 S.F.

GENERATOR & DIESEL PUMP CONCRETE PAD 138 S.F.

TOTAL IMPERVIOUS AREA = 481 S.F. (0.011 AC)

TOTAL PERVIOUS AREA = 5,617 S.F. (0.13 AC)

TOTAL SITE AREA = 6,098 S.F. (0.14 AC)

INSTALL TYPE III SILT FENCE

REMOVE EXISTING

ELECTRIC PANEL

O L D S O U T H R D

B O N

N E T C

R E E K R

INSTALL PROTECTIVE LINING

PUMP STATION 46

INSTALL 12" THICK NEW CONCRETE TOP SLAB

WITH CAST IN PLACE SAFETY TIE OFF (DAVIT

SLEEVE) WITH CAP

AND ACCESS HATCH FOR EXISTING

WET WELL

TOP SLAB EL. 100.50

NW INV. 85.94 (EXIST. 12" PIPE)

SW INV. 82.00 (EXIST. 12" PIPE)

INSTALL NEW ELECTRICAL

CONTROL PANEL

(SEE ELECTRICAL PLANS)

8" THICK, 4000 PSI

CONCRETE SLAB

WITH FIBER

REINFORCEMENT

40' - 0"

6" ABOVE GROUND

EMERGENCY PUMP OUT

CONNECTION

INSTALL 16' WIDE CONCRETE

DRIVEWAY 8" THICK, 4000 PSI,

WITH FIBER MESH REINFORCEMENT

REFER TO CONCRETE DRIVEWAY

APRON DETAIL ON C-8

MODIFY CURBING TO ALLOW

DRIVEWAY ACCESS AND MATCH

EXISTING CURB ELEVATIONS

6" (TYP.)

CUT AND CONNECT TO

EXISTING 10" FORCE MAIN

(SEE NOTE 3)

INSTALL NEW SCADA

POLE WITH ANTENNA

INSTALL ± 9 L.F. OF 8" DI PIPE

FOR DIESEL PUMP SUCTION PIPING

3' BELOW EXISTING GRADE

SUCTION PIPING IS PROPOSED

TO ENTER WET WELL

VIA SIDE PENETRATION

6" TEE WITH CAP

10" FLOW METER

REMOVE EXISTING

± 31 L.F. OF 10"

FORCE MAIN

6" - 22.5° BEND

6" - 11.25° BEND

6" - 90° BEND

INSTALL ± 42 L.F. OF 6" DI PIPE

FOR DIESEL PUMP DISCHARGE PIPING

INSTALL DIESEL DRIVEN PUMP

APPROVED MANUFACTURE ARE AS FOLLOWS:

GORMAN RUPP

APPROVED EQUAL

CONTRACTOR TO FIELD LOCATE FOC

AND ADJUST POLE AND CONTROL

PANEL TO AVOID IMPACTION OF

EXISTING FOC

CONTRACTOR TO PAINT EDGE OF WET

WELL TOP SLAB YELLOW TO INDICATE

POTENTIAL TRIPPING HAZARD

INSTALL CONCRETE PAD, ELEV. 100.50

PER DETAIL ON SHEET C-8

100.35

100.50

100.35

100.50

Graphic Scale in Feet

5 5 10

100.15

100.25

INSTALL 6" PLUG VALVE ON THE

VERTICAL DISCHARGE PIPE

(SEE PHOTO THIS SHEET)

S.S. ARV

(SEE PHOTO ON C-5)

PLUG VALVE AND AIR RELEASE VALVE

AIR RELEASE VALVE

6" PLUG VALVE

6" TEE

(SEE PHOTO THIS SHEET)

ON THE DIESEL PUMP DISCHARGE LINE

6.9'

10.05'

3/4" PVC DIESEL PUMP

DRAIN LINE

ADJUSTABLE

PIPE SUPPORT (TYP.)

INSTALL ± 62 L.F. OF 2" PVC WM AND

NEW BACK FLOW PREVENTER

PER DETAIL G-7 FOR RELOCATED

WATER SERVICE

REMOVE AND REPLACE

EXISTING CURB AND GUTTER

TO THE NEAREST JOINT

8" x 6" REDUCER

6" - 90° BEND

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THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND

SEALED UNDER RULE

61G15-23.004, F.A.C.

ENGINEER OF RECORD:

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

PROPOSED AREAS:

CONCRETE SLAB (WET WELL & ABOVE GROUND PIPING = 480 S.F.

EXISTING ELECTRICAL CABINET CONCRETE PAD = 81 S.F.

EXISTING TRANSFORMER = 98 S.F.

DIESEL PUMP CONCRETE PAD = 65 S.F.

TOTAL IMPERVIOUS AREA = 724 S.F. (0.016 AC)

TOTAL PERVIOUS AREA = 5,374 S.F. (0.12 AC)

TOTAL SITE AREA = 6,098 S.F. (0.14 AC)

INSTALL TYPE

III SILT FENCE

INSTALL TYPE

III SILT FENCE

100.00 M.E.G.

99.75 M.E.G.

CONNECT TO EXISTING

WATER LINE

NOTES:

1. ALL DISTURBED AREA TO BE SODDED.

2. LOCATION OF EXISTING UTILITIES ARE

PLACED BASED ON ASSUMPTIONS.

CONTRACTOR TO FIELD VERIFY ALL

UTILITIES.

3. CONTRACTOR TO FIELD VERIFY THE

LOCATION OF THE CONNECTION TO THE

EXISTING FORCE MAIN AND CONNECT

OUTSIDE THE CURB.

PUMP STATION PLAN

FIELD APPLY SPECIALTY

LINER OVER THE INTERIOR

GROUT AS SPECIFIED

C OF WET WELLL

EXIST. EL. INV. 82.0

EXIST. EL. INV. 85.94

40' - 0"

ADJUSTABLE

PIPE SUPPORT (TYP.)

ELEV. 82.00

4 7

HEAT SHRINK (TYP)

PIPE SUPPORT 316 S.S. (TYP.)

2" DIA SCH 40 TYPE 316 S.S.

SLIDE RAIL ONE PIECE

PROTECTIVE LINING:

APPROVED MANUFACTURERS

RAVEN 405, SPRAY ROCK OR GREEN

MONSTER

BASE ELBOW

1" THICK STEEL PUMP BASE PLATE - PLATE SIZE

TO BE 6" LARGER THAN BASE ELBOW AND PUMP

VOLUTE TYPICAL ALL AROUND.

10" FLG. TEE W/ BLIND FLANGE

TAPPED FOR 2" ARV ASSEMBLY

4,000 PSI CONCRETE

SLAB WITH #3

REBAR AT 18" OCEW

ALUMINUM ACCESS HATCH,

WITH LOCKSET, RECESSED

HANDLE AND PROTECTIVE GRATING

POWER CABLE

DOUBLE LINK SEAL

1.5" SCH. 80 PVC AIR RELEASE

VALVE DRAIN INLET STUB WITH

EXTERNAL S.S. MNPT

PUMP STATION SECTION

4" 316 S.S.

GOOSENECK VENT

WITH S.S. SCREEN

1. WET WELL TO HAVE LINING OR COATING FROM APPROVED

MANUFACTURER.

2. ALL NUTS BOLTS FOR FLANGES IN WET WELL SHALL BE TYPE 316 S.S.

3. PROVIDE CAST ALUMINUM FITTINGS WITH SEALANTS ON THE CONDUIT

ENTERING THE CONTROL PANEL TO SEAL OFF THE GASES.

4. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE

WET WELL.

5. WET WELL ACCESS HATCH SHALL BE ALUMINUM WITH 316 S.S.

HARDWARE & LOCK BRACKET. SIZE AS SHOWN OR REQUIRED BY PUMP

MANUFACTURE & APPROVED BY THE ENGINEER. EACH DOOR LARGER

THAN 30" x 48" SHALL BE EQUIPPED WITH STAINLESS STEEL SPRING

OPERATOR, SUCH THAT MAXIMUM LIFTING EFFORT IS LESS THAN 25

POUNDS. THE COVER DESIGN SHALL BE SUCH THAT IT DOES NOT

REQUIRE A FIXED SUPPORT ACROSS THE COVER OPENING. FALL

PROTECTION GRATING TO BE PROVIDED WITH ACCESS HATCH.

6. FOR CONTROL PANEL POWER SUPPLY AND WIRING DETAILS, SEE

ELECTRICAL PLANS.

7. PUMP MANUFACTURER TO LOCATE PUMPS SO DISCHARGE PIPING

THROUGH TOP SLAB CLEARS HATCH AND FRAME.

8. SWING CHECK VALVES ARE TO HAVE EXTERNAL ARM TO ALLOW FOR

BACK FLUSHING AND POSITIONED SO SHAFTS CAN BE REMOVED FROM

THE VALVES FOR MAINTENANCE.

9. ALL ABOVE GROUND PIPES, NOT PART OF THE CENTURY HDPE WET

WELL ASSEMBLY, TO BE FLANGED DUCTILE IRON, WITH PROTECTO401

LINING.

10. ALL ABOVE GRADE DUCTILE IRON TO BE COATED WITH 2 COATS OF

EXTERIOR ENAMEL PAINT. COORDINATE WITH OWNER'S

REPRESENTATIVE ON COLOR.

11. PROVIDE FLYGT MIX-FLUSH VALVE.

12. ISOLATE FLOAT BALLS BY EXTERNAL JUNCTION BOX FOR TERMINATION,

SO PANEL DOES NOT HAVE TO BE ACCESSED TO CHANGE FLOAT BALLS.

13. CONTROL WIRE PREFABRICATED PENETRATIONS SHALL BE ON SIDE

CLOSEST TO THE PANEL. FAILURE TO LOCATED PROPERLY WILL

RESULT IN REJECTION OF WET WELL. NO ALTERNATIVES OR SPECIAL

WIRE LENGTHS WILL BE ALLOWED.

14. LIFT STATION HATCH DOORS SHALL OPEN TOWARDS THE ABOVE

GROUND PIPES.

15. PUMPS SHALL UTILIZE DOUBLE GUIDE RAIL SYSTEM.

· ALUMINUM "I" BAR CONSTRUCTION

· ALL T-316 STAINLESS STEEL HARDWARE

· LOCKABLE WITH OWNER-SUPPLIED PADLOCK

· HINGED WITH POSITIVE LATCH TO MAINTAIN UPRIGHT POSITION

· LOAD RATED CONSISTENT WITH ACCESS COVER

· VIEW AREA FOR OBSERVATION AND LIMITED MAINTENANCE

· SAFETY ORANGE POWDER-COATED FINISH

· NUTRAIL W/S.STL. SPRING NUTS (300 LBS. PSF [1464 KG.

· PER METER] LOADED DOORS ONLY)

· LIFETIME GUARANTEE

PROTECTIVE GRATING PLANE DETAIL

GENERAL NOTES

STANDARD FEATURES:STANDARD FEATURES:

GENERAL NOTES

PROTECTIVE GRATING PLANE DETAIL

4" VENT DETAIL

PUMP STATION SECTION

.HEAVY DUTY TYPE 316 SS

LIFTING CHAIN

8' - 4"

ELEV. 99.33

PUMP AND CONTROL WIRE

INLET W/ EXTERNAL

S.S. MNPT (4 TYP.)

(SEE ELECTRICAL PLANS)

PIPE AND FITTING LEGEND:

10" x 6" S.S. REDUCER

10" 90° BEND, FLG.

10" 45° BEND, S.S.

10" FLANGED COUPLING ADAPTER

10" 45° BEND, M.J.

10" D.I. SPOOL PIECE, P.E. x P.E., LENGTH AS REQUIRED

10" D.I. SPOOL PIECE, FLG. x FLG., LENGTH AS REQUIRED

10" S.S. SCH 40 RISER PIPE

10" SWING CHECK VALVE, FLG.

10" PLUG VALVE, FLG.

10" D.I. SPOOL PIECE, FLG. x P.E., LENGTH AS REQUIRED

6" BAUER FITTING

FOR EMERGENCY PUMP OUT

17 4" 316 S.S. GOOSE NECK

WITH 316 S.S. INSERT SCREEN (VENT)

18 2" ARV D-025 S.S. AIR RELEASE VALVE

ON 2" S.S. CORP STOP

PIPE AND FITTING LEGEND:

20 1.5" SCH. 80 PVC (ARV DRAIN LINE TO WET WELL)

DIAPHRAGM PRESSURE GAUGE WITH VALVE

DIESEL PUMP

SUCTION

NOTES:

1. PER PUMP MANUFACTURER'S

RECOMMENDATION.

SEE NOTE 1

CONTRACTOR TO VERIFY

BOTTOM ELEVATION OF

WET WELL

PUMP MODEL

DIESEL PUMP DESIGN DATA

PUMP MODEL

DISCHARGE SIZE 6"

MIN. SOLID SIZE DISCHARGE 3"

11.00"IMPELLER

SEE NOTE 1

ALUMINUM ACCESS HATCH,

WITH LOCKSET, RECESSED

HANDLE AND PROTECTIVE GRATING

8" S.S. SCH 40 RISER PIPE

TIE INTO EXISTING

10" FORCE MAIN

(SEE SITE PLAN

FOR CONTINUATION)

7 5 269 85 26

5 10

10" WYE, FLG.

10" x 6" WYE, FLG

10" 45° BEND, FLG.

8" S.S. SPOOL PIECE, FLG. x PE., LENGTH AS REQUIRED

CAST IN PLACE

SAFETY TIE OFFS

DAVIT SLEEVE

MODEL 8510109 SALA (TYP.)

(4" OD x 9" LENGTH)

PUMP SPECIFICATIONS

PUMP MODEL

MOTOR SIZE

FULL LOAD AMPA

IMPELLER

1100 GPM

46 TDH

DUTY POINT

20 HP, 460V/60 Hz

1765 RPM

PUMP DESIGN DATA - NEW PUMP STATION

227 MM

157A

NP 3153 MT3~434 FMPUMP MODEL

PUMP SPECIFICATIONS FLYGT

DISCHARGE SIZE 6"

MIN. SOLID SIZE DISCHARGE 3"

ADJUSTABLE

PIPE SUPPORT (TYP.)

(SEE DETAIL, SHEET C-8)

ELEV. 83.50EMERGENCY BACKUP

FLOAT

HIGH LEVEL

EMERGENCY TIMER

DIESEL PUMP HIGH LEVEL

EMERGENCY ALARM ELEV. 83.00

ELEV. 82.00

DIESEL PUMP SUCTION

MANUFACTURER: GORMAM RUPP

10" FLOW METER, FLG. (SEE ELECTRICAL PLANS FOR MODEL)

10" TEE, FLG. CAP WITH 2" PORT

ENGINE MODEL JOHN DEERE 4045T

FUEL TANK 102 GALLONS

NOTE :

WYES ARE ROTATED FOR

FLOW METER ASSEMBLY TO

ALLOW SUBMERGENCE

CONTRACTOR TO PAINT

EDGE OF WELL WET

TOP SLAB YELLOW TO

INDICATE POTENTIAL

TRIPPING HAZARD

PA6C60-4045T S5-ESP

8" THICK, 4000 PSI

CONCRETE SLAB

WITH FIBER

REINFORCEMENT

BACK UP DIESEL PUMP SUCTION LINE

ELEVATION 18" - 24" FROM FLOOR

D I P

SIDE PENETRATION 3'

BELOW GRADE

(REFER TO DETAIL ON C-8)

SUBMERSIBLE PUMPS SHALL MEET CLASS I / DIVISION 1 FLORIDA BUILDING

CODE REQUIREMENTS, INCLUDING ALL REQUIRED APPURTENANCES

8" 90° BEND, S.S.

DUTY POINT 1010 GPM

88FT

6" PLUG VALVE, FLG.6" PLUG VALVE, FLG.

1010 GPM

88FT

8" D.I. SPOOL PIECE, PE. x FLG., LENGTH AS REQUIRED

SUBMERSIBLE PUMPS SHALL MEET CLASS I / DIVISION 1 FLORIDA BUILDING

CODE REQUIREMENTS, INCLUDING ALL REQUIRED APPURTENANCES

12 2813

ELEV.

" M

. C

12 13 28

27 26

10 24

8" SLEEVE WITH TRANSITION GASKET

10" x 6" WYE, M.J.

CONC.

OPENING.

HINGED

GRATING PANEL

S. STL. POSITIVE

GRATING LOCKING

LATCHGRATING

(BELOW COVER)

NUTRIA

(TWO SIDES)

GRATING

PADLOCK LUG

CONC.

OPENING

CONC.

OPENINGGRATING

PADLOCK LUG

NUTRIA

(TWO SIDES)

GRATING

(BELOW COVER)

H-20 RATED

COVER OPEN

S. STL. POSITIVE

GRATING LOCKING

LATCH

HINGED

GRATING PANEL

(152 MM)

C O

N C

. O

CONC.

OPENING.

3/4" PVC DRAIN LINE

CONNECTION FORM

DIESEL PUMP

(1.5" TEE AND REDUCER)

29 3/4" SCH. 80 PVC (DIESEL PUMP DRAIN LINE)

N O

E Th e da ta in th is d oc um en t i nc or po ra te s pr op rie ta ry ri gh ts o f R

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THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND

SEALED UNDER RULE

61G15-23.004, F.A.C.

ENGINEER OF RECORD:

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143

O L D S O U T H R D

B O N

N E T C

R E E K R

X X X X X X

X X

CONTRACTOR TO

INSTALL TEMPORARY

PLUG ON DOWNSTREAM

GRAVITY SEWER

EXISTING 12"

GRAVITY SEWER

BYPASS PUMP (TYP.)

CONTRACTOR TO INSTALL

TEMPORARY PLUG ON

DOWNSTREAM

GRAVITY SEWER

INSTALL TEMPORARY BYPASS PIPING AND

PUMP FOR DURATION OF CONSTRUCTION

ACTIVITIES ON LIFT STATION.

REFER TO SPECIFICATION SECTION 01516

FOR BYPASS REQUIREMENTS.

INSTALL TEMPORARY BYPASS PIPING AND

PUMP FOR DURATION OF CONSTRUCTION

ACTIVITIES ON LIFT STATION.

REFER TO SPECIFICATION SECTION 01516

FOR BYPASS REQUIREMENTS.

INSTALL 10" x 6" TAPPING

SLEEVE AND VALVE

EXITING 10" FORCE MAIN

INSTALL 10" LINE STOP

TEMPORARY BYPASS

CONNECTION DETAIL "A"

NOT TO SCALE

TEMPORARY BYPASS

CONNECTION POINT

SEE DETAIL "A"THIS SHEET

NOTES:

1. CONTRACTOR SHALL ENSURE BYPASS

SYSTEMS ARE NOT REMOVED OR TAKEN

OUT OF OPERATION UNTIL WET WELL

COATING HAS COMPLETED CURING

REQUIREMENTS.

2. CONTRACTOR SHALL FIELD VERIFY ALL

ELEVATIONS (INCLUDING, BUT NOT

LIMITED TO SURCHARGE ELEVATIONS)

PRIOR TO SETTING BYPASS PUMP FLOAT

LEVELS.

3. ALL DISTURBED AREA TO BE SODDED.

INSTALL QUICK

DISCONNECT

INSTALL CONSTRUCTION

FENCING/SCREENING FOR

DURATION OF CONSTRUCTION,

CONTRACTOR TO COORDINATE WITH

RCES AND WDW FACILITY STAFF ON

TEMPORARY SCREENING REQUIREMENTS

TEMPORARY SCREENING

N O

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THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND

SEALED UNDER RULE

61G15-23.004, F.A.C.

ENGINEER OF RECORD:

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Graphic Scale in Feet

5 5 10

INSTALL TYPE

III SILT FENCE

E Th e da ta in th is d oc um en t i nc or po ra te s pr op rie ta ry ri gh ts o f R

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REV#

LS 46 Constr. Details D

LIF

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THE OFFICIAL RECORD OF THIS

SHEET IS THE ELECTRONIC FILE

DIGITALLY SIGNED AND

SEALED UNDER RULE

61G15-23.004, F.A.C.

ENGINEER OF RECORD:

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143

E Th e da ta in th is d oc um en t i nc or po ra te s pr op rie ta ry ri gh ts o f R

Y C

O . B

O X

0, L

A, F

An y pa rty a cc ep tin g th is d oc um en t d oe s so in c on fid en ce a nd a gr ee s th at it s ha ll no t b e du pl ic at ed in w ho…

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