Plans.pdf

PDF 6 MB Posted Mar 25, 2024

Attached to: Wekiva Golf Club Lift Station Improvements
Solicitation number: CC-5832-24/LTT
Issued by: Seminole County, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

The provided file is a comprehensive set of construction plans for the Wekiva Golf Club Pump Station project, prepared by CPH, Inc. for the Seminole County Board of County Commissioners' Environmental Services Department. The plans detail the construction of a new sanitary sewer pump station, including a fiberglass wet well, force main, electrical components, and associated site improvements. The project involves installing approximately 395 linear feet of 6-inch PVC sanitary sewer pipe, a new lift station with pumps, electrical controls, and necessary connections to existing infrastructure. The plans are dated August 2023 and include detailed civil, electrical, and site development drawings covering aspects such as topographic survey, plan and profile, electrical site plan, and various technical details.

The project is located within the Wekiva Golf Club area in Seminole County, Florida, and appears to be funded through the county's Environmental Services Department. The estimated project cost is $350,000.00, with the work involving abandonment of an existing drain field, construction of a new lift station, installation of gravity sewer and force main, electrical panel and control upgrades, and restoration of parking lot, sidewalks, and landscaping. The plans specify technical requirements for pipe materials, electrical installations, and site preparation, including details on excavation, bedding, and utility connections. The project seems designed to improve the existing wastewater infrastructure at the golf club facility, with careful attention to engineering standards and local utility requirements.

View the file

Other files

File	Type	Posted
Wekiva_Golf_Club_Lift_Station_Improvements_(Addendum_#3_Revision).pdf	PDF	Apr 24, 2024
Construction_Forms_.pdf	PDF	Mar 25, 2024
Engineering_Report.pdf	PDF	Mar 25, 2024
Use_of_General_Permit.pdf	PDF	Mar 25, 2024
Technical_Specs.pdf	PDF	Mar 25, 2024
Scope_of_Work.pdf	PDF	Mar 25, 2024
Contract_Documents_(after_notice_of_award_is_issued).zip	ZIP file	Mar 25, 2024
Standard_Construction_under_$500,000_(Engineer)_(1).pdf	PDF	Mar 25, 2024
Standard_Construction_under_$500,000_(No_Engineer).pdf	PDF	Mar 18, 2024
FEMA_REQUIREMENTS.pdf	PDF	Mar 18, 2024

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R c 2023 FL P.E. No. 75410 Jeremy Morton, P.E.

*NOTICE*

THIS SET OF PLANS IS NOT VALID FOR CONSTRUCTION PURPOSES WITHOUT BEING STAMPED

"APPROVED FOR CONSTRUCTION BY CPH INC." PLANS WITHOUT THIS STAMP ARE GIVEN FOR

INFORMATIONAL PURPOSES ONLY.

BOARD OF COUNTY COMMISSIONERS

JOB# S09110

DATE: August 2023

CPH, corp.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

C 2023 mwww.cphcorp.co

SEMINOLE COUNTY BOARD OF COUNTY COMMISSIONERS

ENVIRONMENTAL SERVICES DEPARTMENT

CONSTRUCTION PLANS FOR

Wekiva Golf Club Pump Station BOB DALLARI

JAY ZEMBOWER

LEE CONSTANTINE

AMY LOCKHART Chair ANDRIA HERR Vice Chair

DARREN GRAY

CHAIR, DISTRICT 1

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

COUNTY MANAGER

VICINITY MAP

SITE

ENVIRONMENTAL SERVICES DEPARTMENT

500 W LAKE MARY BLVD, SANFORD FL, 32773

407-665-2110

DIRECTOR DIRECTOR OF

ENVIRONMENTAL SERVICES:

UTILITIES ENGINEER.

DIVISION MANAGER:

PROJECT MANAGER:

CONSTRUCTION MANAGER:

KIM ORNBERG, P.E.

WILLIAM WHITE, P.E., CFM

DAN HEACOCK

DAVE MCBROOM

POC

Index of Sheets

C0.1 COVER SHEET

V1.1 TOPOGRAPHIC SURVEY

C0.2 GENERAL NOTES

C1.0 WEKIVA GOLF CLUB PUMP STATION

C2.0 PLAN AND PROFILE

C2.1 PLAN AND PROFILE

C5.0 ELECTRICAL SITE PLAN

C6.0 ELECTRICAL DETAILS

C7.0 ELECTRICAL CALCULATIONS

C8.0 DETAILS

C9.0 DETAILS

AutoCAD SHX Text A Full Service A & E Firm

SITE BENCHMARK #103

SITE BENCHMARK #101

SITE BENCHMARK #107

WEKIVA CLUB COURT

1234567

C 2023

Checked By:

Drawn By:

Approved By:

Job No.:

Date:

Field Crew:

8/29/2022

S09110

P. Katrek

T. Galloway J. Fleming

J. Castel

Sheet No.

V1.1

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TITLE BLOCK ABBREVIATIONS

Eng. = ENGINEERING L.B. = LICENSED BUSINESS

C.O.A. = CERTIFICATE OF AUTHORIZATION Arch.= ARCHITECTURAL Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED

No. = NUMBER P.O. = POST OFFICE © = COPYRIGHT

020 20 40

Scale: 1" = 20'

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Surveyor No. LB7143

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 www.cphcorp.com Building Better

Communities Together

THIS SURVEY IS NOT VALID

WITHOUT SURVEY SHEETS

1 AND 2 OF 2.

Survey Sheet 2

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2 STORY BRICK & WOOD FRAME BLDG

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BRICK WALL

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4' WOOD FENCE

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METAL STAIRCASE

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AC UNIT

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4' WOOD FENCE

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AC UNIT

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DECREPIT STRIPING IS DIFFICULT TO DESIGNATE

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DECREPIT STRIPING IS DIFFICULT TO DESIGNATE

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DECREPIT STRIPING IS DIFFICULT TO DESIGNATE

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DECREPIT STRIPING IS DIFFICULT TO DESIGNATE

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DECREPIT STRIPING IS DIFFICULT TO DESIGNATE

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CONCRETE BLOCK WALL

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DECREPIT STRIPING IS DIFFICULT TO DESIGNATE

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DECREPIT STRIPING IS DIFFICULT TO DESIGNATE

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2' WOODEN FENCE

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1 STORY METAL FRAME BUILDING FF ELEV=113.71

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2' WOODEN FENCE

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2' WOODEN FENCE

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COOLER

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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BROKEN ASPHALT PAVEMENT

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BROKEN ASPHALT PAVEMENT

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BROKEN CONCRETE PAVEMENT

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DIRT/GRAVEL AREA

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DIRT/GRAVEL AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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PUTTING GREEN

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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GRASS AREA

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EOI

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EOI

AutoCAD SHX Text 60.1'

AutoCAD SHX Text 7.9'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 10.2'

AutoCAD SHX Text 3.6'

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SEPTIC TANK ACCESS HOLE TOP ELEV=110.69 SE INV ELEV(4" PVC)=108.08

AutoCAD SHX Text

GTMH#1

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GOLF CART PARKING AREA

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GTMH#2

AutoCAD SHX Text SMH TOP ELEV=113.43 W INV ELEV(4" PVC)=111.46 TOP OF WATER ELEV=111.91 BOTTOM ELEV=107.7

AutoCAD SHX Text

FGI TOP ELEV=112.62 TOP OF WATER=112.10 TOP OF 'MUCK'=111.54 BOTTOM ELEV=109.74

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8" ROUND DRAIN TOP ELEV=113.41

AutoCAD SHX Text 50.2'

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SAND TRAP MATERIAL STOCKPILE AREA

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METAL STORAGE SHED (OPEN SIDED)

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4.5' HIGH BRICK WALL W/ 5'+ HIGH COLUMNS

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4.5' HIGH BRICK WALL W/ 5'+ HIGH COLUMNS

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2 STORY BRICK & WOOD FRAME BLDG FF ELEV=

AutoCAD SHX Text

4.5' HIGH BRICK WALL W/ 5'+ HIGH COLUMNS

AutoCAD SHX Text SANITARY SCHEDULE GTMH#1 TOP ELEV=110.03 NW INV ELEV(4" PVC)=108.08 BOTTOM ELEV=104.76 GTMH#2 TOP ELEV=110.05 SE INV ELEV(4" PVC)=108.26 BOTTOM ELEV=104.80

AutoCAD SHX Text SMH TOP ELEV=114.84 NE INV ELEV(8" PVC)=110.88 SW INV ELEV(8" PVC)=111.04 S INV ELEV(8" PVC)=111.10

AutoCAD SHX Text

SMH TOP ELEV=115.26 NE INV ELEV=RECESSED SW INV ELEV(8" PVC)=111.33

AutoCAD SHX Text

SMH TOP ELEV=115.82 NE INV ELEV(8" PVC)=111.93 NW, SW & S INV PIPES RECESSED

AutoCAD SHX Text

FF ELEV=110.47

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FF ELEV=110.41

AutoCAD SHX Text 2.0'

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COLUMN

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TREELINE

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TREELINE

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TREELINE

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TREELINE

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TREELINE

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TREELINE

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TREELINE

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TREELINE

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SPIGOT

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VISIBLE EDGE OF PAVEMENT

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VISIBLE EDGE OF PAVEMENT

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PLANTER

AutoCAD SHX Text SEPTIC TANK ACCESS HOLE TOP ELEV=111.07 TOP 4" PVC=107.85 INV ELEV (4"PVC)=107.52 BOTTOM ELEV=103.45

AutoCAD SHX Text SEPTIC TANK ACCESS HOLE TOP 4" PVC=107.61 INV ELEV (4"PVC)=107.28 BOTTOM ELEV=103.23

J:\S09110\Civil\DWG\_Current_Plan_Set\2 - S09110 TOPOGRAPHIC SURVEY.dwg, 11/7/2023 1:29:07 PM, Nida, Nicholas, 11/7/2023 1:29:07 PM, Nida, Nicholas11/7/2023 1:29:07 PM, Nida, Nicholas, Nida, NicholasNida, Nicholas

WEKIVA GOLF CLUB LS

LIFT STATION ADDRESS

STATION NAME STATION I.D. ADDRESS

4100 WEKIVA CLUB CT, LONGWOODWEKIVA GOLF CLUB LS

GENERAL PROVISIONS

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO (DVD FORMAT) ALONG THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS, STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED CONSTRUCTION AREAS.

2. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.

3. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY

PERMITS AND LOCAL AGENCY PERMITS.

4. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE

REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE

OPERATOR, AND PAYING ALL ASSOCIATED FEES.

5. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS REPRESENT A MINIMUM REQUIREMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NEEDED IN ORDER TO PREVENT THE TRANSFER OF SEDIMENT FROM THE PROJECT AREA AND PREVENT THE EROSION OF SURFACES DURING CONSTRUCTION, AS NEEDED TO

PROTECT ADJACENT PROPERTIES AND WATER BODIES.

6 IN THE EVENT THAT WATER IS ENCOUNTERED DURING CONSTRUCTION, DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH

LOCAL CODES AND REGULATIONS. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE

FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD). THE ENGINEER AND/OR OWNER

SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED.

7. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL PERMIT

REQUIREMENTS AND STATE WATER QUALITY STANDARDS. PROVIDE ALL TESTING AND PERMITTING REQUIRED AND COMPLY WITH ALL TREATMENT OR DISPOSAL METHODS REQUIRED TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

8. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY BOUNDARY, RIGHT-OF-WAY AND EASEMENTS, AND OTHER AREAS SPECIFICALLY DESIGNATED FOR CONSTRUCTION. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES

WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF

DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND

NO EXTRA COMPENSATION SHALL BE PROVIDED.

9. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND

CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER

IMMEDIATELY.

10. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS, RIGHTS OF WAY, AND OTHER TOPOGRAPHIC INFORMATION HAS BEEN PREPARED BY OTHER PROFESSIONALS. CPH, LLC ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION.

11. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL. CPH, LLC IS NOT RESPONSIBLE FOR DRAWINGS

PREPARED BY OTHER PROFESSIONALS.

12. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK.

CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY

THE OWNER.

EXISTING UTILITIES

1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR

IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE.

2. THE LOCATION, MATERIAL TYPE, AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS

HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE

CONVENIENCE OF THE CONTRACTOR. THE OWNER ASSUMES NO RESPONSIBILITY FOR THEIR

ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR

SHALL CONDUCT ALL INVESTIGATIONS NEEDED TO DETERMINE THE HORIZONTAL AND

VERTICAL ELEVATIONS OF EXISTING UTILITIES THAT WILL BE CONNECTED TO, CROSSED, OR

OTHERWISE BE LOCATED IN THE VICINITY OF THE PROPOSED CONSTRUCTION. AT PROPOSED

CONNECTIONS, INVESTIGATIONS SHALL EXTEND BEYOND THE POINT OF CONNECTION AS

NEEDED TO ADJUST PROPOSED CONNECTION POINTS DUE TO UTILITY CONFLICTS. IN THE

EVENT SIDEWALK OR PAVEMENT IS IMPACTED IN ORDER TO CONDUCT THESE

INVESTIGATIONS, THE COST OF TRAFFIC CONTROL AND RESTORATION IS INCIDENTAL TO THE

CONTRACT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITIES OF

THE CONSTRUCTION AND TO MAKE THE NECESSARY ARRANGEMENTS TO PROTECT ALL

EXISTING UTILITIES. ANY UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION

SHALL BE CLOSELY COORDINATED WITH THE OWNER AND THE RESPECTIVE UTILITY

COMPANY FOR RELOCATION OR PROPER INSTRUCTION.

3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES.

THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING “811”

AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC

CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE

IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES

SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAYS

PRIOR TO CONSTRUCTION.

4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE FACILITIES IN

THE VICINITY OF THE CONSTRUCTION AREA:

THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL

COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING

CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS

OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY.

6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING

PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE

DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT

UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE

CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE ENGINEER.

7. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES AND LATERALS

WITHIN THE PROPOSED CONSTRUCTION AREA PRIOR TO CONSTRUCTION AND ADJUST THE

PROPOSED CONSTRUCTION AS NEEDED TO ACCOMMODATE THESE EXISTING LINES.

8. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER'S

INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS

ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOSED

CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT

SPECIFICATIONS AND APPROVAL IS RECEIVED FROM THE ENGINEER. WHERE SUCH

PROPOSED REVISIONS DEVIATE FROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH

REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP.

9. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL

FIELD VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL TYPE, AND ALIGNMENT OF ALL

EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR

DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL

FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT

DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH

DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED

PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH

SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL

BE MADE AT NO ADDITIONAL COST TO THE OWNER.

TRAFFIC CONTROL

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TEMPORARY TRAFFIC CONTROL

PLAN (TTCP) PRIOR TO CONSTRUCTION. THE TTCP (ALSO CALLED A MAINTENANCE OF

TRAFFIC (MOT) PLAN) SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT

MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION

SEQUENCING. THE TTCP PLAN AND INSTALLED TRAFFIC CONTROL MEASURES SHALL BE

APPROVED BY THE ENGINEER, OWNER, AND ROADWAY JURISDICTIONAL AGENCY. IN

GENERAL, ROADWAY LANE CLOSURES AND DRIVEWAY CLOSURES ARE PROHIBITED

DURING CONSTRUCTION UNLESS SPECIFICALLY DETAILED ON THESE PLANS. IN THE

EVENT IT IS DETERMINED THAT ROADWAY AND DRIVEWAY CLOSURES WILL BE ALLOWED,

THE CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 3:00 P.M.

UNLESS OTHERWISE AUTHORIZED IN THE APPROVED TTCP PLAN.

2. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FDOT STANDARD

PLANS FOR ROAD CONSTRUCTION, INDEX NO. 102-600 AND THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD). ALL TRAFFIC CONTROL MEASURES SHALL BE

INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION.

3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF

BARRICADES AND FUNCTION OF LIGHTS IS MAINTAINED THROUGHOUT CONSTRUCTION.

4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY

DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY

OWNERS DURING CONSTRUCTION.

5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST.

6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS.

7. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER

CONTRACTORS WHO MAY BE WORKING IN THE IMMEDIATE VICINITY.

8. WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS AND IS WITHIN 15-FT OF

ACTIVE ROAD TRAVEL WAY BUT NO CLOSER THAN 2-FT FROM THE TRAVEL WAY, SIGNAGE

AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO.

102-600 AND 102-602. WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS

BETWEEN THE ROAD CENTERLINE AND A LINE 2-FT OUTSIDE THE EDGE OF THE TRAVEL

WAY, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT

INDEX NO. 102-600 AND 102-603.

9. TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED

ALONG THE EDGE OF THE ROAD WHEREVER HAZARDS EXIST AND TO BLOCK ENTRANCE

INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL SUCH PAVEMENTS ARE

OPEN TO PUBLIC USE.

10. WHERE A DROP-OFF CONDITION IN THE WORK ZONE OCCURS, IT SHALL BE MITIGATED IN

ACCORDANCE WITH FDOT INDEX 102-600. REFER TO FDOT INDEX NO. 102-600 FOR THE

DEFINITION OF A DROP-OFF.

Job No.

Date:

Checked by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2023

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

CPH ,LLC

A Full Service A & E Firm

Plans Prepared By:

Building Better

Communities Together

C0.2 GENERAL NOTES

WEKIVA GOLF CLUB

FORCE MAIN AND PUMP STATION

SEMINOLE COUNTY

N.NIDA

J.Morton 6/2023 S09110# #

JEREMY CRAIG MORTON

PE FL 75410

J:\S09110\Civil\DWG\_Current_Plan_Set\S09110 - General Notes.dwg, 11/7/2023 1:44:07 PM, Nida, Nicholas, , 11/7/2023 1:44:07 PM, Nida, Nicholas, 11/7/2023 1:44:07 PM, Nida, Nicholas, , Nida, Nicholas, Nida, Nicholas, , PUMPS: (3 YR. WARRANTY)

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FIBERGLASS VALVE BOX (LOCKABLE)

NOTE: PUMP CONTROL PANEL

SHALL BE LOCATED 3 FEET

FROM WETWELL PERIMETER

AT POINT "A"

CONCRETE AS REQ'D BY ENGINEER TO PREVENT FLOTATION

CU. YDS. MAKE MONOLITHIC POUR WITH BOTTOM SLAB

BASIN ANTI-FLOTATION FLANGE

CONCRETE BASE SLAB AS PER

SPECIFICATIONS w/ #4 REBAR 18" O.C.

INTEGRAL FIBERGLASS SLOPE

(2") CAST-IRON FLANGED CHECK VALVE

(2") CAST-IRON FLANGED BALL VALVE

EMERGENCY PUMP-OUT

w/ BALL VALVE

2.5" SS (0-100 PSI) PRESSURE GAUGE

w/ SHUT-OFF VALVE

5.5

After the H-20 load rated wetwell has been installed, the ASTM Certification Number and Serial Tracking Number must be visible inside wetwell.

The H-20 Load Rated Fiberglass Wetwell Must Be Manufactured By L.F.

Manufacturing, Giddings, Texas, Which Includes a 20 Yr. Warranty.

Certification of the wetwell H-20 load rating must be supplied with submittals.

H-20 certification must be signed and sealed by an engineer registered in the State of Florida.

INTEGRAL

LIFTING LUGS

3- (2") FIELD

INSTALLED KNOCKOUTS

FOR ELECTRICAL

CONDUITS

2' MIN.

84"

18"

INTEGRAL

FIBERGLASS

SLOPE

316SS

LIFTING

CHAIN

48"

HLA

LAG

LEAD

OFF

2" PVC

DRAIN

("P-TRAP")

INLET

FIELD INSTALLED

RILEY & COMPANY

3" ACTIVATED

CHARCOAL

FILTER VENT

8"1

316SS CABLE

BRACKET

COMPOSITE WATER-TIGHT

INLET SLEEVE w/SS NUTS

& BOLTS

LIFT STATION WILL BE PRIVATELY

OWNED AND MAINTAINED.

NO SUBSTITUTIONS - NO ALTERNATES

1. Water service with hose bibb and reduced pressure backflow preventer to be installed near lift station. (See Electrical Riser Illustration)

2. System shall be operated and maintained to provide uninterrupted service as required by DEP Chapter 62-604.500.

3. Approved Operation & Maintenance Manual(O&M) shall be kept available for operation and maintenance personnel

4. A weather resistant emergency contact sign shall be installed at the lift station and made visible to the public (Lettering shall be min. 2" in height.

SEE ELECTRICAL

RISER

RILEY & COMPANY, INC.

W E

A G

B P

U M

O N

SANFORD, FL 32773

(407)265-9963

DUPLEX CONTROL PANEL: (3 YR. WARRANTY)

The Enclosure shall be NEMA 4X, minimum 30" high x 30" wide x 10" deep fiberglass with 4 point latching system.

The enclosure shall have external mounting feet to allow for wall mounting.

The following components shall be mounted through the enclosure:

1- ea. Red Alarm Beacon (Light) 4" x 4" Minimum Diameter 1- ea. Alarm Horn (minimum 95 DCB) 1- ea. Generator Receptacle w/ weatherproof cover(SCM460 -UL 1686) 1- ea. Alarm Silence Pushbutton

The back panel shall be fabricated from .125, 5052-H32 marine alloy aluminum. All components shall be mounted by machined stainless steel screws.

The following components shall be mounted to back panel:

2- ea. Motor Contactors 1- ea. Phase Monitor (1 Ph) w/2 N/O & 1 N/C Contacts 1- ea. Control Transformer (480 Volt Only) (Min. 500VA) 1- ea. Lightning Arrestor 1- ea. Silence Relay Module 1- ea. Duplex Alternator w/ Pump Selector Switch 1- ea. Model RCBB5AH Battery Back-Up w/ Smart Charger For The High Level Alarm System 20- ea. Terminals For Field Connections 6- ea. Terminals For Motor Connections (Single Phase Only) 7- ea. Grounding Lugs 1- ea. Seal Failure Relay

The inner door shall be fabricated from .080, 5052-H32 marine alloy aluminum. The inner door shall have a continuous aluminum piano hinge.

The following components shall be mounted through the inner door:

1- ea. Main Circuit Breaker 1- ea. Emergency Circuit Breaker 1- ea. Mechanical Interlock For Emergency And Main Breakers (UL Listed) 2- ea. Short Circuit Protectors w/ Auxiliary Contacts 1- ea. Control Circuit Breaker 2- ea. Seal Failure Indicator Lights 1- ea. Hand-Off-Auto Selector Switches 2- ea. Pump Run Pilot Lights 1- ea. Power On Pilot Light 2- ea. Elapse Time Meters (Non-Resetable) 1- ea. GFI Duplex Convenience Outlet

To insure complete unit and warranty responsibility the electrical control panel must be manufactured and built by the pump supplier. The pump supplier must be a TUV (UL508A CERTIFIED) manufacturing facility, with a minuimum of 10 years history in the manufacturing of electrical control panels.

5. INSPECTION & TESTING: A factory representative shall be provide for a one (1) time start-up and shall have complete knowledge of the proper operation and maintenance for the complete system.

SWITCH DISCONNECT

CONTROL PANEL

GENERATOR RECEPTOR

MODEL UL 1686 SCM460

GALVANIZED

UNISTRUT

3/4" HOSE BIB

3/4"GALV. RISER

SLEEVE REQUIRED

ELECTRIC METER OR PULL

POWER FROM BUILDING

2" CAPS

LIGHTNING ARRESTOR FIELD

MOUNTED BY ELECTRICIAN

3- SEAL-OFFS ( 2" ) BY ELECTRICIAN

PUMP POWER CABLES (2" RIGID CONDUITS)

2" RIGID ALUMINUM POSTS

CONCRETE AROUND POSTS

12" DIA. x 24" DEEP

TO SERVICE LOCATION

(VERIFY w/ POWER CO.)

TO WATER SUPPLY

REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER

TO BE INSTALLED IN WATER SUPPLY LINE TO

LIFT STATION "FEBCO WATTS" (OAE)

NOTE: GROUND

ROD

" FLOAT SWITCHES (2" RIGID CONDUIT)

ELECTRICAL RISER FOR

ILLUSTRATION PURPOSES ONLY

NOTES:

* ELECTRICIAN NOTES:

1. DRAWING NOT TO SCALE

2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES

3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS

4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT

5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT

6. NEUTRAL TO BE SUPPLIED FOR 230V-SINGLE PHASE POWER.

RILEY & Company, Inc. (H-20 GP) c w/ BATTERY BACK-UP FOR AUDIO - VISUAL ALARMS

NOTE: COMPLETE SYSTEM TO BE SUPPLIED BY:

HOMA

'TDH

PRIMARY PUMP CAPACITY

PRIMARY TDH

PUMP MANUFACTURER

PUMP MODEL #

R.P.M.

HORSEPOWER

ELECTRICAL/ VOLTS / PHASE

FULL LOAD AMPS/ PER PUMP

GPM

PUMP DATA

29.8 19.8

RC10056

3 3/4" 230V/1

2"PUMP DISCHARGE SIZE

3.2

TOP OF WETWELL

INLET INVERT

HIGH LEVEL ALARM (HLA)

2nd PUMP ON (LAG)

1st PUMP ON (LEAD)

PUMPS OFF (OFF)

BOTTOM OF WETWELL

WETWELL DIAMETER

ELEVATIONS

113.60

102.20 101.70

101.20

98.10 48"

100.40

IMPELLER DIAMETER

1.0

08-22-23SR

VENT

Submersible pumps shall be HOMA RC10056. The pumps shall be installed in the H-20 GP FRP wetwell utilizing a slide rail system.

pump and the HDPE discharge piping.

Stator winding shall be open type with Class H insulation and shall be heat-shrink fitted into the stator housing. The use of pins, bolts, or other fastening devices is not acceptable.

winding and shall be connected in series with the magnetic contactor coil in the control panel to stop motor if winding temperature exceeds 140 C., but shall automatically reset when the winding temperature returns to normal.

Two heat sensor thermostats shall be used on three phase motors.

The grinder unit shall be capable of macerating materials normally found in domestic and commercial sewage into a fine slurry which will pass through the

A heat sensor thermostat shall be attached to the top end of the motor

The pump motor grinder shaft shall be AISI 430F SS threaded to take the pump impeller and the grinder impeller.

Upper & lower mechanical seals shall be Silicon Carbide vs Silicon Carbide.

102.70

24"

36"

PRIVATE

SANITARY SEWER

PUMP STATION

IN CASE OF EMERGENCY CONTACT THE

FOLLOWING NUMBERS:

FACILITY OWNED BY:

18"

NAME:

PHONE NUMBER:

FACILITY MAINTAINED BY:

NAME:

PHONE NUMBER:

STATION NUMBER:

24"

NOTE: CONTRACTOR MUST SUPPLY

INFORMATION SIGN AT START-UP.

SLIDE RAILS SCH.40 AISI 304SS PIPE 2"

HDPE SDR11 w/ HEAT-FUSED CONNECTIONS 2"

SS DISCHARGE PIPE SUPPORTS

FIN GRADE

2" F.M.

MIN. 1/2" DIA. x 3" SS BOLTS WELDED TO A (2" x 18" x 1/4" )

SS ANCHOR PLATE EMBEDDED IN FIBERGLASS

WETWELL BOTTOM BOLT DETAIL

PUMP DISCHARGE

BASE

9" COMPACTED #57 STONE

ELECTRICAL INFORMATION IS SHOWN FOR REFERENCE ONLY AND IS NOT

INCLUDED AS PART OF THE ENGINEERING DESIGN OR CERTIFICATION BY THE

PROFESSIONAL ENGINEER. ANY ELECTRICAL DESIGN NEEDED FOR THE LIFT

STATION SHALL BE CONFIRMED AND CERTIFIED BY A PROFESSIONAL

ELECTRICAL ENGINEER.

THIS IS A COPYRIGHTED DRAWING. ANY CHANGES OR

MODIFICATIONS WITHOUT WRITTEN APPROVAL FROM

RILEY & COMPANY, INC. IS STRICTLY PROHIBITED. C

8"1

SS CHANNEL - PIPING

& VALVE SUPPORTS

(32" x 30" x 24" DEEP)

FIBERGLASS VALVE BOX

C1.0 S09110

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

REVISIONS BY

AutoCAD SHX Text

* 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES

AutoCAD SHX Text

* 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS

AutoCAD SHX Text

* 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT

AutoCAD SHX Text

* 5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT

SITE BENCHMARK #107

109.924

113.347

113.569

11+00 12+00

SCALE: 1" = 20' HORZ

1" = 2' VERT

13+00 14+00

EXISTING GRADE

Graphic Scale in Feet

20 20 40

SMH-1

Job No.

Date:

Checked by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2024

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

CPH ,LLC

A Full Service A & E Firm

Plans Prepared By:

Building Better

Communities Together

C2.0WEKIVA GOLF CLUB

FORCE MAIN AND PUMP STATION

SEMINOLE COUNTY

N.NIDA

J.Morton 6/2023 S09110# #

JEREMY CRAIG MORTON

PE FL 75410

15+00

PROP 395 LF 6" PVC SAN@.50% SLOPE

LS-1

LS-1, PER SCUEM 16

AND LS DETAIL C1.0

RIM 113.50

INV (NW) 102.62

INV (E) 109.14

TOP FM (S) 110.50

INV (E) 102.62

(EXTERNAL DROP)

SMH-1

PER SCUEM

TOP ELEV. 109.92

INV (N) 105.00

INV (SE) 104.90

SMH-1

PER SCUEM 12

AND DETAIL S-1

RIM 109.92

INV (N) 105.07

INV (SE) 104.97

PROP 395 LF 6" PVC SAN @ .50% SLOPE

EXISTING SEPTIC TANK AND

DRAINFIELD TO BE ABANDONED IN

PLACE. CONTRACTOR TO PERMIT

ABANDONMENT WITH FDEP PRIOR

TO CONSTRUCTION

PROP. 6" PVC WYE WITH CLEANOUT

RIM. 109.33

INV. (S) 105.79

EXIST. PVC SAN C/O

CONTRACTOR TO VERIFY LOCATION

PRIOR TO CONSTRUCTION

PROP. ~ 31 LF 6" PVC SAN SERVICE @ 1% MIN. SLOPE

CONNECT TO EXIST. C/O

PROP. 122 LF 6" PVC SAN SERVICE @ 0.5% MIN. SLOPE

SEPTIC FIELD TO BE

REMOVED AND AREA

RESTORED

CORE BORE EXIST. GREASE INTERCEPTOR (SW).

RECONFIGURE INTERNAL SKIMMER TO ORIGINAL

DESIGN SPECIFICATIONS, AND INVERT, AS REQUIRED.

3 LF 6" PVC GL SERVICE @ 1% MIN. SLOPE

CONTRACTOR TO CONFIRM MATERIAL AND SIZE

PRIOR TO CONSTRUCTION

EX. GREASE LINE TO BE CUT AND CAPPED AT THE

GREASE INTERCEPTOR. CAP SHALL BE PRESSURE RATED, OR

ENTIRE LINE REMOVED AND EX. CORE GROUTED/MUDDED.

EXISTING SEPTIC TANK AND DRAINFIELD TO BE

ABANDONED IN PLACE. CONTRACTOR TO PERMIT

ABANDONMENT WITH FDEP PRIOR TO CONSTRUCTION

PROP. 6" PVC SAN SERVICE PER

SEMINOLE COUNTY DETAIL 301

RIM. 110.05

INV. (S) 105.18

LS-1

PER SCUEM 16

AND LS DETAIL C1.0

RIM 113.50

INV (NW) 102.62

INV (E) 109.14

INV (E) 102.62

(INTERNAL DROP)

116 LF 4" PVC SAN @ 2.0% SLOPE

122 LF 6" PVC SAN @

.50%

SLO

2" HDPE SAN FM

TOP 110.50

PROP 116 LF 4" PVC SAN @ 2% SLOPE

3' C

R , T

PROP. 116 LF

4" PVC SAN W/ C/O

PLAN AND PROFILE

PROP. 4" PVC

SAN CONNECTION

4" SAN PVC 111.46

PROP. C/O

CONNECT EX.

SERVICES

PROP.

116 LF 4" PVC SAN

INV (W) 111.46

CONNECT EXISTING

SAN SERVICES AT C/O

EXI. SEPTIC TANK AND

DRAINFIELD TO BE

ABANDONED IN PLACE.

CONTRACTOR TO PERMIT

ABANDONMENT WITH FDEP

PRIOR TO CONSTRUCTION

AutoCAD SHX Text 60.1'

AutoCAD SHX Text 7.9'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 10.2'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text

SEPTIC TANK ACCESS HOLE TOP ELEV=110.69 SE INV ELEV(4" PVC)=108.08

AutoCAD SHX Text

GTMH#1

AutoCAD SHX Text

GTMH#2

AutoCAD SHX Text SMH TOP ELEV=113.43 W INV ELEV(4" PVC)=111.46 TOP OF WATER ELEV=111.91 BOTTOM ELEV=107.7

AutoCAD SHX Text 50.2'

AutoCAD SHX Text SEPTIC TANK ACCESS HOLE TOP ELEV=111.07 TOP 4" PVC=107.85 INV ELEV (4"PVC)=107.52 BOTTOM ELEV=103.45

AutoCAD SHX Text SEPTIC TANK ACCESS HOLE TOP 4" PVC=107.61 INV ELEV (4"PVC)=107.28 BOTTOM ELEV=103.23

\\cph\pz\Jobs\S09110\Civil\DWG\_Current_Plan_Set\S09110 - PLAN AND PROFILE Altnn.dwg, 1/4/2024 8:31:19 AM, Nida, Nicholas, , 1/4/2024 8:31:19 AM, Nida, Nicholas, 1/4/2024 8:31:19 AM, Nida, Nicholas, , Nida, Nicholas, Nida, Nicholas, , WEKIVA CLUB COURT

113.347

113.569

16+00 17+00

18+00

EXISTING GRADE

SCALE: 1" = 20' HORZ

1" = 2' VERT

Graphic Scale in Feet

20 20 40

PLAN AND PROFILE

17+60

EX. MH

POC

EX. MH, POC

RIM ELEV=115.26

NE INV ELEV=RECESSED

SW INV ELEV(8" PVC)=111.33

CORE BORE AND CONNECT

PROP. 2" HDPE SAN FM

INV (N) 112.07

LS-1

PER SCUEM 12

RIM 113.50

INV (NW) 102.62

INV (E) 109.14

TOP FM (S) 110.57

INV (E) 102.62

(EXTERNAL DROP)

2" HDPE

SAN FM TOP 110.50

2" HDPE SAN FM

TOP 112.26

INV 112.07

PROP. 116 LF

4" PVC SAN W/ C/O

CONNECT EXISTING

SAN SERVICES AT C/O

EXI. SEPTIC TANK AND

DRAINFIELD TO BE

ABANDONED IN PLACE.

CONTRACTOR TO PERMIT

ABANDONMENT WITH FDEP

PRIOR TO CONSTRUCTION

EX. MH POC

CORE BORE

AND CONNECT

PROP. 2" HDPE SAN FM

TOP 112.26

INV 112.07

NOTE:

1) KOR-N-SEAL COUPLING, OR SIMILAR

QUALIFICATION, AT FM CONNECTION.

2) INTERIOR OF MANHOLE TO BE COATED WITH

PPG RAVEN® 405 EPOXY. APPLICATION SHALL

BE PER MANUFACTURE GUIDELINES.

LS-1

PER SCUEM 12

RIM 113.50

INV (NW) 102.62

INV (E) 109.14

INV (E) 102.62

(INTERNAL DROP)

116 LF 4" PVC SAN @ 2.0% SLOPE

LS-1

PROP 116 LF

4" PVC SAN

@ 2% SLOPE

3' C

R , T

PROP 395 LF

6" PVC SAN

@.50% SLOPE

240 LF 2" HDPE SAN FM AND DIRECTIONAL DRILL

Job No.

Date:

Checked by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com C 2024

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

CPH ,LLC

A Full Service A & E Firm

Plans Prepared By:

Building Better

Communities Together

C2.1WEKIVA GOLF CLUB

FORCE MAIN AND PUMP STATION

SEMINOLE COUNTY

N.NIDA

J.Morton 6/2023 S09110# #

JEREMY CRAIG MORTON

PE FL 75410

AutoCAD SHX Text

CONCRETE BLOCK WALL

AutoCAD SHX Text

DECREPIT STRIPING IS DIFFICULT TO DESIGNATE

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

BROKEN ASPHALT PAVEMENT

AutoCAD SHX Text

BROKEN ASPHALT PAVEMENT

AutoCAD SHX Text

BROKEN CONCRETE PAVEMENT

AutoCAD SHX Text

DIRT/GRAVEL AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text SMH TOP ELEV=113.43 W INV ELEV(4" PVC)=111.46 TOP OF WATER ELEV=111.91 BOTTOM ELEV=107.7

AutoCAD SHX Text

FGI TOP ELEV=112.62 TOP OF WATER=112.10 TOP OF 'MUCK'=111.54 BOTTOM ELEV=109.74

AutoCAD SHX Text

SAND TRAP MATERIAL STOCKPILE AREA

AutoCAD SHX Text

4.5' HIGH BRICK WALL W/ 5'+ HIGH COLUMNS

AutoCAD SHX Text SMH TOP ELEV=114.84 NE INV ELEV(8" PVC)=110.88 SW INV ELEV(8" PVC)=111.04 S INV ELEV(8" PVC)=111.10

AutoCAD SHX Text

TREELINE

AutoCAD SHX Text

TREELINE

AutoCAD SHX Text

TREELINE

AutoCAD SHX Text

TREELINE

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

SMH TOP ELEV=115.26 NE INV ELEV=RECESSED SW INV ELEV(8" PVC)=111.33

J:\S09110\Civil\DWG\_Current_Plan_Set\S09110 - PLAN AND PROFILE Altnn.dwg, 1/12/2024 11:05:13 AM, Nida, Nicholas, , 1/12/2024 11:05:13 AM, Nida, Nicholas, 1/12/2024 11:05:13 AM, Nida, Nicholas, , Nida, Nicholas, Nida, Nicholas, , SEE LIFT STATION

RISER DIAGRAM 1/C6.0

MAINTENANCE

BLDG 4080

SEE BUILDING

ENTRY DETAIL

2/C6.0

APPROX. LOCATION

OF ABANDONED

5HP PUMP3#8, 1#8G, IN 1"C.

E5.0

Graphic Scale in Feet

10 10 20

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Date:

Checked by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com

A Full Service A & E Firm

C 2023

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

C5.0

WEKIVA GOLF CLUB

PUMP STATION

SEMINOLE COUNTY

G. TAYLOR

E. PALMER

G. TAYLOR

11/02/2023 S09110# #

Gregory D. Taylort P.E

PE FL 77811

# # ELECTRICAL

SITE PLAN

SITE PLAN - EXPANDED VIEW

SCALE: 1" = 10'2

SITE PLAN - EXPANDED VIEW

SCALE: N.T.S.1

ORY D . TAYLORL I C E N S E

F L O R I D A

P R O F E S S I O N A L E N G I N E

E R No. 77811

STATE OF

APPROX. LOCATION OF LIFT STATION- SEE CIVIL

PLANS FOR EXACT LOCATION.

GOLF

SID

E C

OVE

G O

D R

WEKIVA CLUB CT.

AutoCAD SHX Text SMH TOP ELEV=113.43 W INV ELEV(4" PVC)=111.46 TOP OF WATER ELEV=111.91 BOTTOM ELEV=107.7

AutoCAD SHX Text 50.2'

AutoCAD SHX Text SMH TOP ELEV=113.43 W INV ELEV(4" PVC)=111.46 TOP OF WATER ELEV=111.91 BOTTOM ELEV=107.7

AutoCAD SHX Text 50.2'

AutoCAD SHX Text

SMH TOP ELEV=115.26 NE INV ELEV=RECESSED SW INV ELEV(8" PVC)=111.33

AutoCAD SHX Text J:\S09110\MEP\01_CAD\S09110 - C5.0 Electrical Floor Plan.dwg, 11/2/2023 5:18:27 PM, Palmer, Eric, , 11/2/2023 5:18:27 PM, Palmer, Eric, 11/2/2023 5:18:27 PM, Palmer, Eric, , Palmer, Eric, Palmer, Eric, , AutoCAD SHX Text CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Date:

Checked by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com

A Full Service A & E Firm

C 2023

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

C6.0

WEKIVA GOLF CLUB

PUMP STATION

SEMINOLE COUNTY

G. TAYLOR

E. PALMER

G. TAYLOR

10/02/2023 S09110# #

Gregory D. Taylor P.E

PE FL 77811

# # ELECTRICAL

DETAILS

ORY D . TAYLORL I C E N S E

F L O R I D A

P R O F E S S I O N A L E N G I N E

E R

No. 77811

STATE OF

NEMA 3R GENERATOR RECEPTACLE

MODEL UL 1686 SCM460 BY SUPPLIER

INSTALLED BY CONTRACTOR

APPROVED BY OWNER.

CONTROL PANEL

BY PUMP SUPPLIER

( RILEY AND CO.)

5' MIN.

6' MAX.

PROVIDE 5/8 ", 8', COPPER ROD WITH #6 WIRE. CONNECT

ALL METAL PARTS OF UNISTRUT AND BOXES AT ONE POINT

TO THE COPPER ROD.

CONCRETE AROUND POSTS 12" DIA. X 36" DEEP

OR TO MATCH WIND LOAD REQUIREMENTS

LOCAL CODE

GFI RECEPTACLE BY

CABINET SUPPLIER

GALVANIZED UNISTRUT

24' MIN.

4" RIGID ALUMINUM

POSTS

(3) SEAL-OFFS (2")

FROM MAINT. BLDG.- SEE SITE

PLAN 2/C5.0 FOR CONDUTOR

AND CONDUIT SIZE

2- (2") PVC COATED RIGID BY ELECTRICAL

CONTRACTOR TO LIFT STATION FOR PUMPS.

PROVIDE PULL WIRE FOR CABLES BY PUMP

VENDOR.

1- (2") PVC COATED RIGID BY

ELECTRICAL CONTRACTOR TO LIFT

STATION FOR FLOAT SWITCHES

WARNING LIGHT BY

PUMP SUPPLIER

(3)TRANSITIONS TO UNDERGROUND PVC

CONTRACTOR TOO COORDINATE

WITH SUPPLIER FOR KNOCKOUTS

AND CONNECTIONS OF WIRES TO LIFT

STATION BY SUPPLIER

GRADE

SEE C5.0 FOR WIRE AND CONDUIT SIZE.

NEW 30 AMP DISCONNECT,

NEMA 3R, 600V, 3P, WITH

LIGHTNING ARRESTOR

#6AWG

LIFT STATION RISER DIAGRAM

SCALE: N.T.S.1

4" PVC

6' MIN.

POWER

CABLE

1. DRAWING NOT TO SCALE.

2. ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH NEC AND LATEST LOCAL

CODES.

3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS.

4. ELECTRICIAN TO MOUNT LIGHTNING ARRRESTOR AT DISCONNECT SWITCH.

5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING

EQUIPMENT.

6. NEUTRAL TO BE SUPPLIED FOR 230V-3 PHASE OR 230V-SINGLE PHASE

POWER.

7. REFER TO SHEET C1.0 FOR FURTHER INFORMATION ON LIFT STATION.

ELECTRICIAN NOTES:

GRADE

SLAB

LIGHTING ARRESTOR

AHEAD OF CONTROL

PANEL (GE OR EQUAL)

AUDIBLE ALARM SILENCER BUTTON

ALARM HORN (WEATHERPROOF)

MINIMUM 3 EACH 2" SCH.

80 P.V.C. CONDUITS.

4" ALUMINUM STAINLESS STEEL

OR CONCRETE PANEL

SUPPORTS WITH CAPS.

SIDE VIEWFRONT VIEW

BUILDING ENTRY DETAIL

SCALE: N.T.S.2

EXISTING

PANELBOARD

EXISTING

TO LIFT STATION

SEE 2/C5.0

EXISTING METER,

200A MAIN CB, AND

DISCONNECT SWITCH

3#10, 1#10G, 1"C.

REMOVE EXISTING CONDUTORS ON EXISTING 30A/2P CIRCUIT BREAKER IN POSITION 15 AND 16.

REMOVE CONDUCTORS TO ABANDONED 5HP PUMP - SEE 2/C5.0 FOR APPROX. LOCATION.

CONNECT LIFT STATION CIRCUIT TO CIRCUIT BREAKER AND LABEL "LIFT STATION".

KEY NOTE

AutoCAD SHX Text J:\S09110\MEP\01_CAD\S09110 - C6.0- Electrical Detail.dwg, 11/2/2023 5:27:18 PM, Palmer, Eric, , 11/2/2023 5:27:18 PM, Palmer, Eric, 11/2/2023 5:27:18 PM, Palmer, Eric, , Palmer, Eric, Palmer, Eric, , CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Date:

Checked by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com

A Full Service A & E Firm

C 2023

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

C7.0

WEKIVA GOLF CLUB

PUMP STATION

SEMINOLE COUNTY

G. TAYLOR

E. PALMER

G. TAYLOR

11/02/2023 S09110# #

Gregory D. Taylor P.E

PE FL 77811

# # ELECTRICAL

CALCULATIONS

ORY D . TAYLORL I C E N S E

F L O R I D A

P R O F E S S I O N A L E N G I N E

E R

No. 77811

STATE OF

AutoCAD SHX Text J:\S09110\MEP\01_CAD\S09110 - C7.0 ELECTRICAL CALCULATIONS.dwg, 11/2/2023 5:33:23 PM, Palmer, Eric, , 11/2/2023 5:33:23 PM, Palmer, Eric, 11/2/2023 5:33:23 PM, Palmer, Eric, , Palmer, Eric, Palmer, Eric, , CPH, Inc.

6-IN PVC AWWA C900-16 DR18

NOTES:

1. PIPE MARKING SHALL CONFORM TO THE REQUIREMENTS TO AWWA C900.

2. MARKING MARKING SHALL BE OF CONTRASTING COLOR AND REMAIN LEGIBLE AFTER NORMAL HANDLING, STORAGE AND

INSTALLATION.

3. THE PIPE SHALL BE INSTALLED SUCH THAT LETTERING IS ORIENTATED AT THE TOP OF THE PIPE.

4. PVC PIPE COLOR SHALL BE BLUE (WATER MAINS), GREEN (FORCE MAINS), OR PANTONE PURPLE (RECLAIMED WATER

MAINS).

PVC PIPE

DUCTILE IRON PIPE AND PVC PIPE

RECLAIMED WATER MAIN RECLAIMED WATER MAIN

3" TAPE IS CENTERED

ALONG TOP HALF OF PIPE

SERVICE USED AS EXAMPLE,

SEE NOTE 1 ABOVE (TYP)

TYPICAL PVC PIPE, SEE NOTE 4

RECLAIMED WATER MAIN RECLAIMED WATER MAIN

6" TAPE IS PLACED ALONG BOTH

SIDES OF THE TOP HALF OF PIPE

RECLAIMED WATER MAIN RECLAIMED WATER MAIN

TAPE IS PLACED ON BOTH SIDES OF THE

TOP HALF OF THE PIPE WITH A THIRD STRIP

CENTERED ALONG THE TOP HALF OF PIPE

RECLAIMED WATER MAIN RECLAIMED WATER MAIN

RECLAIMED WATER MAIN

RECLAIMED WATER MAIN RECLAIMED WATER ED WATER MAIN

R P

12" MAX

SERVICE SPECIFIC COLORED TAPE WITH WHITE OR OTHER CONTRASTING

PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE

SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE.

2.5" TO 4"

DIP

6" TO 16"

DIP

18" &

GREATER

DIP

6-IN PVC AWWA C900-16 DR18

VINYL ADHESIVE TAPE (TYP)

(I.D. TAPE REQUIRED ON ALL D.I. AND PVC PIPE)

DATE:

FIGURE:

SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION

PIPE IDENTIFICATION

05/18/21

NOTES:

1. Bc = PIPE O.D.

Bd = TRENCH WIDTH AT TOP OF PIPE MAX Bd = Bc + 24" MIN Bd = MAX DIM. OF BELL + 8" (UNSHEETED TRENCH)

MAX DIM. OF BELL + 12" (SHEETED TRENCH)

2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL

SHALL BE AS REQUIRED TO REACH SUITABLE

FOUNDATION FOR NON-CUSHIONING MATERIAL, DEPTH

SHALL BE 6" BELOW BOTTOM OF UTILITY.

3. SHEETING SHALL BE DRIVEN BELOW THE UTILITY

INVERT IF REQUIRED FOR LATERAL SUPPORT OR

UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN

BELOW PIPE INVERT, SHEETING SHALL BE CUT OFF A

MINIMUM OF 12" ABOVE TOP OF PIPE, OR HIGHER AS

AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE.

IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND

HIGHER THAN 30" BELOW SURFACE GRADE UNLESS

SPECIFICALLY APPROVED. BRACING SHALL BE

APPROVED AS REQUIRED.

4. PROTECTIVE CONCRETE SLABS ARE REQUIRED

WHENEVER DEPTH OF COVER IS LESS THAN 36" AND IF

APPROVED BY THE UTILITY.

5. BACKFILL TO BE COMPACTED TO 98% DENSITY OF

AASHTO T180 MODIFIED PROCTOR IN AREAS TO BE

PAVED AND 95% IN OTHERS.

6. REF. STANDARD DETAIL

############################ FOR FULL LOCATION

MATERIAL REQUIREMENTS.

Bd (SEE NOTE 1)

C H

P O

H W

Bd (SEE NOTE 1)

C H

P O

H W

" M

Bc / 2

Bc / 4

(4" MIN)

Bc / 4

(6" MIN)

Bc / 2

SEE

NOTE 2

Bc / 4

(6" MIN)

CONCRETE ARCH

ENCASEMENTCONCRETE CRADLE

0.6 Bc (TOTAL)

GRANULAR BEDDINGNORMAL TRENCH

CONCRETE

PIPE BELL

SEE NOTE 6

COMPACTED

SELECT

MATERIAL

COMPACTED

BACK FILL

COMPACTED

BACK FILL

COMPACTED

SELECT

MATERIAL

COMPACTED GRANULAR

BEDDING MATERIAL

UNDISTURBED

SOIL

UNDISTURBED SOIL

CLASS "A" BEDDING - SPECIAL CONDITIONS

CLASS "B" BEDDING - NORMAL CONDITIONS

SPECIAL DETAIL

SHEETED TRENCH

PROTECTIVE

CONCRETE SLAB

Bd (SEE NOTE 1)

PIPE BELL

COMPACTED

BACKFILL AS

SPECIFIED FOR

BEDDING TYPE

COMPACTED GRANULAR

BEDDING MATERIAL

UNDISTURBED SOIL

P O

O N

T O

B E

C U

D R

BRACING

SHEETING12

" M

SEE NOTE 6

12"

MIN6" MIN

AS REQ.

COMPACTED BACK

FILL OR OTHER FINISH

CONC SLAB,

SCREENED FINISH

6X6-6/6 W.W.F.

DATE:

FIGURE:

SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION

TRENCHING AND BEDDING

05/18/21

HORIZONTAL SEPARATION CROSSING [1] JOINT SPACING [2]

STORM SEWER,

STORMWATER FORCE MAIN,

RECLAIMED WATER [3]

VACUUM SANITARY SEWER

GRAVITY SANITARY SEWER,

PRESSURE SANITARY

SEWER,SANITARY SEWER

FORCE MAIN, RECLAIMED

WATER [4]

WATER MAIN

OTHER MAIN

WATER MAIN

ON-SITE SEWAGE

TREATMENT & DISPOSAL

SYSTEM

WATER MAIN

OTHER MAIN OTHER MAIN

WATER MAIN

OTHER MAIN OTHER MAIN

10' MIN. --- ---

CENTER ONE FULL

LENGTH OF PIPE

WATER MAIN

CENTER ONE FULL

LENGTH OF PIPE

WATER MAIN

CENTER ONE FULL

LENGTH OF PIPE

ALTERNATIVELY

3' MIN.

WATER

MAIN

WATER

MAIN

WATER

MAIN

N O

' P

3' M

' P R

6' M

ALTERNATIVELY

3' MIN.

ALTERNATIVELY

6' MIN.

" M

. [5

" P R

6" M

" M

. [7

NOTES:

1. WATER MAIN SHOULD CROSS ABOVE ANY OTHER PIPE. WHEN WATER MAIN MUST BE BELOW ANOTHER PIPE, THE MINIMUM SEPARATION BETWEEN OUTSIDE OF

WATER MAIN AND OUTSIDE OF OTHER PIPE IS 12".

2. AT ALL UTILITY CROSSINGS ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS

WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. SEE ALTERNATIVE ARRANGEMENTS.

3. RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C.

4. RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C.

5. FOR STORM SEWER: 12" PREFERRED, 6" MIN

6. FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST 6" ABOVE THE TOP OF THE GRAVITY SANITARY SEWER MAIN

HORIZONTAL SEPARATION SHALL BE 3' MIN.

7. FOR GRAVITY SANITARY SEWER: 12" PREFERRED, 6" MIN.

8. NO WATER PIPE SHALL PASS THROUGH OR BE CONSTRUCTED TOUCHING ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE.

9. PROP. OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS MUST BE AT LEAST 10 FEET FROM ANY EXISTING OR PROP. "ON-SITE SEWAGE TREATMENT

AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065 (2), F.S., AND RULE 64E-6.002, F.A.C.

10. WHERE IT IS NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS, THE FOLLOWING ALTERNATIVE CONSTRUCTION VARIANCES ARE ACCEPTABLE ONLY WITH

THE EXPRESSED WRITTEN CONSENT OF THE UTILITIES ENGINEERING DIVISION:

10.1. WHERE A WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE AND/OR WHERE A WATER MAIN CROSSING HAS LESS THAN

THE MINIMUM REQUIRED DISTANCE BETWEEN JOINTS:

10.1.1. USE OF PRESSURE RATED PIPE CONFORMING TO AWWA STANDARDS, FOR A GRAVITY OR VACUUM TYPE PIPE LINE.

10.1.2. USE OF WELDED, FUSED OR OTHERWISE RESTRAINED JOINTS FOR EITHER PIPE.

10.1.3. USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST 6" PREFERRED, 4" MIN. THICK FOR EITHER PIPE. REFERENCE DETAIL ###.

10.2. WHERE A WATER MAIN IS BEING LAID LESS THAN 3 FEET HORIZONTALLY FROM ANOTHER PIPE LINE AND/OR WHERE A WATER MAIN IS BEING LAID WITH LESS

THAN THE REQUIRED MINIMUM VERTICAL SEPARATION:

10.2.1. USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUAL TO 0.25" THICK D.I.P.), OR CONCRETE ENCASEMENT AT 6" PREFERRED, 4" MIN. THICK FOR THE WATER MAIN AND THE OTHER PIPE LINE IF THE OTHER PIPE LINE CONVEYS WASTEWATER OR RECLAIMED WATER. REFERENCE

DETAIL ###.

11. FOR PIPE CROSSING CONFLICTS REFERENCE DETAIL ###. CONFLICTS SHALL NOT BE RESOLVED BY DEFLECTING PIPE JOINTS.

12. THIS DETAIL IS PROVIDED FOR CONVENIENCE. REFERENCE FAC 62-555.314 FOR FULL REQUIREMENTS.

DATE:

FIGURE:

SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION

FAC 62-555.314 SEPARATION REQUIREMENTS

05/18/21

NOTES:

1. REFERENCE DETAIL ### FOR SEPARATION REQUIREMENTS.

2. ALL FITTINGS AND JOINTS TO BE RESTRAINED MECHANICAL JOINT.

3. DEFLECTION OF PIPE JOINTS TO AVOID CROSSING CONFLICT IS NOT PERMITTED.

10' MIN. 10' MIN.

NO JOINTS BETWEEN FITTINGS

22-1/2° BENDS (PREFERRED)

OR 45° BENDS, RESTRAINED

MECHANICAL JOINTS (TYP)

" M

CONFLICT PIPE

N O

DATE:

FIGURE:

SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION

PIPE CROSSING CONFLICT

05/18/21

NOTES:

1. REF. UTILITY ENGINEERING MANUAL, FOR REQUIRED COLORS AND TEXT FOR ALL LOCATE MATERIALS.

2. LOCATING WIRE SHALL BE CONTINUOUS, COLOR CODED, INSULATED, 10 GAUGE SOLID CORE COPPER, AND SUITABLE FOR

DETECTION WITH LOCATION EQUIPMENT.

3. LOCATING WIRE SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE, AFFIXED TO THE PIPE WITH TAPE OR

TIE WRAPS.

4. LOCATING WIRE SHALL TERMINATE PER DETAILS ### AND/OR ###.

5. LOCATING WIRE IS NOT REQUIRED FOR GRAVITY SEWER

6. LOCATE TAPE SHALL BE MINIMUM WIDTH OF 4" FOR PIPES UP TO 12" IN DIAMETER, 6" FOR PIPES 14" AND GREATER, PLASTIC

AND METALIZED FOIL, COLOR CODED WITH TEXT APPROPRIATE FOR SERVICE, AND SUITABLE FOR DETECTION WITH

LOCATION EQUIPMENT.

7. LOCATING TAPE SHALL BE BURIED 12 INCHES DIRECTLY ABOVE THE CENTERLINE OF THE PIPE, WITH PRINTED SIDE UP FOR

VISUAL IDENTIFICATION.

8. MARKER BALLS SHALL BE 4 INCHES IN DIAMETER, COLOR CODED, AND A PASSIVE DEVICE CAPABLE OF REFLECTING A

SPECIFICALLY DESIGNATED REPULSE FREQUENCY TUNED TO THE UTILITY BEING USED.

9. MARKER BALLS SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE, UNLESS MARKER BALL DEPTH IS GREATER THAN 6' BELOW FINISHED GRADE, IN WHICH CASE THE MARKER BALL SHALL BE SET AT 18" TO 24" BELOW FINISHED GRADE. SPACING SHALL BE EVERY 100 LINEAR FEET AND AT EVERY BEND, TEE, REDUCER AND VALVE. MARKER

BALLS SHALL BE INDICATED ON RECORD DRAWINGS AS "E.M.B."

#10 COLOR CODED

COPPER WIRE

(CONTINUOUS)

WATER, RECLAIM,

OR FORCE MAIN1"

#10 COLOR CODED

COPPER WIRE

(CONTINUOUS)

WATER, RECLAIM,

OR FORCE MAIN

LOCATING TAPE

COLOR CODED

MARKER BALL,

SEE NOTE 9

FINISHED GRADE

"1" M

LOCATING WIRE

TO BE AFFIXED TO

PIPE WITH TAPE

OR TIE WRAPS

SECTION VIEW

PROFILE VIEW

UNDISTURBED SOILS

COLOR CODED MARKER BALL,

SEE NOTE 9

DATE:

FIGURE:

SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION

PIPE MATERIAL LOCATION

05/18/21

N A

-A

Y 5'

F T

C U

K C

O N

C R

N O

5' 5'

5' S

2% M

C O

D B

4" T

K C

O N

C R

U T

-IN

C H

J O

R Y

O N

(1 .5

C H

C U

T W

O U

R S.

U T

-IN

H J

-F T

O N

(1 .5

C H

C U

T W

O U

R S.

O R

.5 0-

H E

N J

U M

G A

G S

N T

H E

D T

H E

C U

R B

O R

D R

R A

A N

D S

O N

S W

A P

O R

G T

H E

O T

S, IN

G C

U T

S U

N D

H E

O R

O W

T H

M O

K, T O

A M

U M

O F

. T

H E

T O

B E

C O

A S

A R

U N

T H

O O

D E

E O

C R

B E

T H

D R

D C

O N

C R

K N

.T .S

GRAVITY SEWER

PRE-CAST MANHOLE

BASE WALL

GRAVITY SEWER

(SEE NOTE 4)

FULL CONCRETE

ENCASEMENT OF

VERTICAL PIPE

PVC PLUG

W/ TOP HALF

AREA OPEN

TYPICAL INSTALLATION

OUTSIDE DROP INSTALLATION

NOTES:

1. ALL MATERIALS SHALL BE NON CORROSIVE.

2. INSIDE DROP CONNECTION SHALL NOT BE PERMITTED ON NEW MANHOLES.

3. DROP CONNECTION SHALL BE REQUIRED WHENEVER THE INVERT OF AN INFLUENT SEWER IS LOCATED TWO (2) OR

MORE FEET ABOVE THE INVERT OF THE MAIN FLOW CHANNEL.

4. DROP PIPE SHALL BE OF EQUAL SIZE AS THE INFLUENT SEWER. DROP PIPE SHALL BE PVC. IF A TRANSITION TO OTHER

TYPE OF PIPE IS REQUIRED, THE TRANSITION SHALL BE OUTSIDE OF DROP.

5. RESILIENT "BOOT" TYPE CONNECTORS PERMISSIBLE ON GRAVITY SEWER INVERTS LESS THAN 12" DIAMETER AND LESS

THAN 15' BELOW FINISHED GRADE. DEEPER OR LARGER INVERTS SHALL UTILIZE CAST IN PLACE SEALS.

PRE-CAST

MANHOLE WALL

PVC TEE

PVC 90° BEND

MANHOLE TO GRAVITY SEWER

SEAL (TYP), SEE NOTE 5

MANHOLE TO GRAVITY

SEWER SEAL (TYP),

SEE NOTE 5

DATE:

FIGURE:

SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION

NEW MANHOLE CONNECTION

05/18/21

NOTES:

1. MILL AND RESURFACING REQUIREMENTS PER SEMINOLE COUNTY PUBLIC WORKS REQUIREMENTS OR WHICH EVER

GOVERNING MUNICIPALITY.

2. BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO

98% DENSITY PER AASHTO T-180 MODIFIED PROCTER.

3. BASE MATERIALS SHALL BE PLACED IN TWO OR THREE LAYERS ROLLED AND TAMPED TO ABOVE SPECIFIED DENSITY.

4. PARTIAL LANE REPLACEMENT SHALL HAVE FULL LANE WIDTH MILLED AND RESURFACED.

5. REF. DETAIL 104 FOR PIPE RESTRAINT REQUIREMENTS.

12" VARIES 12"

TRENCH WIDTH (W) 1.5'1.5'

TRENCH WIDTH (W) + 4'

SURFACE REPLACEMENT

" M

3' M

MILL AND RESURFACE (SEE NOTE 1)

REPLAC…

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