24110 - IFB Plans - 03.05.25.pdf

PDF 11 MB Posted Mar 7, 2025

Attached to: 290-GPM Oak Roads Pump Station
Solicitation number: PROJECT NO. 24110-0014
Issued by: Clarendon County, South Carolina

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Written by GovTribe AI · Apr 10, 2025

These are detailed design and engineering plans for the 290-GPM Oaks Road Pump Station project in Clarendon County, South Carolina, prepared by Alliance Consulting Engineers, Inc. The comprehensive set of construction documents includes civil, electrical, and site-specific details for a new wastewater pump station to be constructed on Willow Oaks Hunting LLC property. The project involves installing a new 8-foot diameter wet well, 6-inch PVC force main, 8-inch gravity wastewater line, submersible pumps, electrical systems including a generator, utility transformer, control panels, and associated site improvements such as grading, fencing, and access roads.

The project is funded through local county infrastructure development, with the design dated August 2024 and initially issued for permitting in December 2024, with a subsequent bid issue in March 2025. The electrical design includes a 125kW diesel-electric generator, 200A service, dual 40 HP submersible pumps, and comprehensive electrical infrastructure with provisions for utility metering, telemetry, and site lighting. The plans demonstrate detailed engineering considerations including erosion control, traffic management, utility coordination, and compliance with South Carolina Department of Transportation (SCDOT) and local county standards for infrastructure development.

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Other files

File	Type	Posted
Addendum # 1 - FINAL.pdf	PDF	Mar 7, 2025
24110-0014 Oaks Rd Pump Station Bid Docs 3.5.2025.pdf	PDF	Mar 7, 2025

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SHEET INDEX

COVER SHEET

C-1.0 OVERALL SITE PLAN & GENERAL NOTES

C-2.0 PUMP STATION SITE PLAN

C-3.0 PUMP STATION GRADING PLAN

C-4.0 - C-4.2 PUMP STATION DETAILS

C-5.0 - C-5.1 WASTEWATER PLAN AND PROFILES

C-6.0 - C-6.1 EROSION CONTROL DETAILS

C-7.0 - C-7.1 WASTEWATER CONSTRUCTION DETAILS

C-8.0 SCDOT TRAFFIC CONTROL DETAILS

C-8.1 SCDOT DRIVEWAY DETAIL

E001 - E002 ELECTRICAL SYMBOLS, SCHEDULES AND DETAILS

E101 OVERALL ELECTRICAL PLAN

E102 PUMP STATION ELECTRICAL PLAN, DETAILS,

& POWER RISER DIAGRAM

SITE LOCATION

1" = 12 MILE

VICINITY MAP

NOT TO SCALE

PROJECT LOCATION

OHE

FOC

GAS

SFSF

LEGEND

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING WATER/GAS VALVE

EXISTING WATER/GAS METER

EXISTING TREE LINE

EXISTING POWER POLE

EXISTING LIGHT POLE

EXISTING OVERHEAD ELECTRICAL LINE

EXISTING FIBER-OPTIC CABLE LINE

EXISTING UNDERGROUND TELECOM LINE

EXISTING TELECOM/FIBER-OPTIC BOX

EXISTING GAS LINE

EXISTING FENCE

EXISTING FORCEMAIN

EXISTING ARV

EXISTING GRAVITY WASTEWATER LINE

EXISTING MANHOLE

CLEANOUT

EXISTING WATER LINE

EXISTING HYDRANT

EXISTING STORM DRAIN

EXISTING STORM DRAIN STRUCTURE

PROPOSED CONTOUR MAJOR

PROPOSED CONTOUR MINOR

PROPOSED WATER VALVE

PROPOSED WATER METER

PROPOSED FORCE MAIN

PROPOSED ARV

PROPOSED GRAVITY WASTEWATER LINE

PROPOSED MANHOLE

PROPOSED WATER LINE

PROPOSED HYDRANT

PROPOSED STORM DRAIN

PROPOSED STORM DRAIN STRUCTURE

PROPOSED DEMOLITION

PROPOSED EROSION CONTROL MATTING

PROPOSED RIP RAP

PROPOSED INLET PROTECTION

PROPOSED SILT FENCE

PROPOSED FENCE

290-GPM OAKS ROAD PUMP STATION

CLARENDON COUNTY, SOUTH CAROLINA

Know what'sbelow.

before you dig.Call

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE

LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS

SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE

VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,

MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS

NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. SC

LAW REQUIRES THE CONTRACTOR TO CALL THE UTILITY

PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY

EXCAVATION TO REQUEST EXACT FIELD LOCATION OF

UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE

UTILITIES WHICH CONFLICT WITH THE PROPOSED

IMPROVEMENTS SHOWN ON THE PLANS.

CERTIFICATION STATEMENTS

CLIENT

CLARENDON COUNTY DEVELOPMENT BOARD

411 SUNSET DRIVE,

MANNING, SOUTH CAROLINA 29102

(803) 435-8813

CONTACT: MR. GEORGE KOSINSKI, SCCED, EXECUTIVE DIRECTOR

DATE

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24110-Cover and Details.dwg

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24110-0014

01,1695-D29

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REVISION DESCRIPTIONDATE

1 ISSUE FOR PERMITTING12/18/24

2 ISSUE FOR BID03/05/25

COVeR

C O

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R/W

LOD

RIGHT-OF-WAY

PROPERTY LINE

LIMITS OF DISTURBANCE

EASEMENT

WETLANDS AND BUFFER

WATERWAY

ARV

SDSD

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SDSD

EXISTING BUILDING

CONCRETE

GRAVEL

ASPHALT

GUARDRAIL

BOLLARD

CIVIL ENGINEER

ALLIANCE CONSULTING ENGINEERS, INC.

124 VERDAE BOULEVARD, BONAVENTURE II - SUITE 505

GREENVILLE, SOUTH CAROLINA 29607-3843

(864) 284-1740

CONTACT: ADAM R. HOGAN, P.E.

UTILITY

CLARENDON COUNTY WATER & SEWER

411 SUNSET DRIVE,

MANNING, SOUTH CAROLINA 29102

(803) 433-3254

CONTACT: MR. HUNTER DENNY, ENGINEERING COORDINATOR

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REVISION DESCRIPTIONDATE

1 ISSUE FOR PERMITTING12/18/24

2 ISSUE FOR BID03/05/25

C-1.0

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WASTEWATER CONSTRUCTION GENERAL NOTES

STANDARDS AND SPECIFICATIONS

1. ALL WASTEWATER CONSTRUCTION MUST CONFORM TO ALL CLARENDON COUNTY STANDARDS AND SPECIFICATIONS.

2. CONTRACTOR TO USE THE PIPE MATERIAL AS IT IS REFERENCED IN THE SPECIFICATIONS AND SHOWN ON THE CONSTRUCTION

DRAWINGS. ALL PROPOSED PVC PIPE SHALL HAVE A MINIMUM OF 36" OF COVER; CONTRACTOR TO NOTIFY THE OWNER AND ENGINEER IF

ANY PROJECT CONDITIONS REQUIRE A CHANCE IN PIPE MATERIAL.

3. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH THE LINES AND GRADES SHOWN ON THE PLANS AND TO

TOLERANCES STATED HEREIN OR IN THE SPECIFICATIONS.

4. CONSTRUCTION SHALL BE CARRIED OUT "IN THE DRY". THE CONTRACTOR SHALL REVIEW SITE CONDITIONS AND DETERMINE METHODS AND EXTENT OF DEWATERING NECESSARY AND SHALL INCLUDE COSTS OF DEWATERING IN THE BID. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR CONTROL OF GROUND OR SURFACE WATER OR FOR ADDITIONAL MATERIALS OR REWORK REQUIRED AS A

RESULT OF INADEQUATE OR INSUFFICIENT DEWATERING.

5. ALL WORK TO BE PERFORMED FOR THE COMPLETION OF THIS PROJECT SHALL BE CONSTRUCTED ACCORDING TO THE BEST PRACTICES OF THE INDUSTRY AND IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, COUNTY AND/OR CITY CODES, ORDINANCES, STANDARDS

AND PERMIT CONDITIONS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING AND/OR REPAIRING ANY PAVEMENT, DRIVEWAYS, SIDEWALKS, CURBS, AND ANY OTHER EXISTING STRUCTURE THAT MUST BE CUT, REMOVED, OR IS DAMAGED DURING OR AS A RESULT OF CONSTRUCTION. ALL ROAD REPAIRS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

SPECIFICATIONS.

7. COMPACTION OF THE BACK FILL OF ALL TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. BACKFILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS, AND SHALL BE PLACED AT OR NEAR OPTIMUM MOISTURE.

CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM DATE OF APPROVAL WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

PERMITS, EASEMENTS, AND ACCESS

8. ALL WASTEWATER EASEMENTS MUST BE DRESSED AND GRASSED TO THE EXISTING GROUND SURFACE ELEVATION AND TO CONTROL EROSION IN ACCORDANCE WITH EASEMENT PLATS PRIOR TO ACCEPTANCE. TREES SHALL NOT BE PLANTED IN THE PERMANENT

EASEMENT AREA.

9. IT IS THE RESPONSIBILITY OF THE OWNER TO ACQUIRE ALL EASEMENTS, ACCESS, AND/OR RIGHTS-OF-WAY, AS SHOWN IN THE CONSTRUCTION PLANS. CONTRACTOR SHALL PERFORM AND ACCOMPLISH ALL WORK, AS SHOWN IN THE CONSTRUCTION PLANS, WITHIN THE EASEMENTS, ACCESS, AND/OR RIGHTS-OF-WAY, AS FURNISHED BY OWNER. CONTRACTOR TO ENSURE ALL EASEMENTS, ACCESS, AND/OR RIGHTS-OF-WAY, AS FURNISHED BY OWNER. CONTRACTOR TO ENSURE ALL EASEMENTS, ACCESS, AND/OR RIGHT-OF-WAY HAVE

BEEN OBTAINED.

10. ALL PROPERTIES DISTURBED DURING OR AS A RESULT OF CONSTRUCTION SHALL BE RESTORED TO THE PRE-EXISTING CONDITION OR

BETTER.

11. THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS IN WRITING AT LEAST TWO (2) BUSINESS DAYS PRIOR TO ANY INCONVENIENCE OR

DISRUPTION OF SERVICES AS A RESULT OF CONSTRUCTION.

12. CONTRACTOR SHALL NOT BLOCK ANY PROPERTY INGRESS/EGRESS AND IF NECESSARY, SHALL PROVIDE TEMPORARY CONSTRUCTION ACCESS TO PROPERTY OWNERS THROUGHOUT THE PROJECT. THE CONTRACTOR MAY STORE MATERIAL, WASTE, BORROW AND CONSTRUCTION EQUIPMENT WITHIN THE EXISTING UTILITY EASEMENTS AND PRE-DETERMINED LAY-DOWN AREAS BUT MAY NOT STORE OUTSIDE THOSE AREAS. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL EXCESS EXCAVATED MATERIAL TO AN APPROVED

LOCATION, REGARDLESS OF CONTENT.

EXISTING CONDITIONS

13. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE DRAWINGS AND DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, ETC. AFFECTING THEIR WORK PRIOR TO CONSTRUCTION REFER TO REFERENCES FOR ALL INFORMATION INCORPORATED AS THE EXISTING CONDITIONS. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES AND STORM DRAINAGE PRIOR TO DIGGING AND IS RESPONSIBLE FOR ANY DAMAGES TO EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES WHICH MAY OCCUR

DURING CONSTRUCTION.

14. CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT ELEVATIONS OF WASTEWATER PIPE FOR CONNECTION TO EXISTING WASTEWATER SYSTEMS. CONTRACTOR TO NOTIFY CLARENDON COUNTY PRIOR TO CONNECTING TO ANY EXISTING WASTEWATER

FACILITIES AND A CLARENDON COUNTY INSPECTOR MUST BE PRESENT WHILE CONNECTING.

EXISTING UTILITIES AND CONFLICTS

15. IF UTILITY FIELD RELOCATIONS ARE REQUIRED, THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION SCHEDULE WITH ALL UTILITY COMPANIES AS WELL AS ANY EFFECTED CITY AND COUNTY DEPARTMENTS BY PROVIDING A MINIMUM OF 48 HOURS NOTICE OF WHEN CONSTRUCTION WILL COMMENCE IN ORDER TO PERMIT FIELD LOCATION OF UTILITY LINES PRIOR TO CONSTRUCTION. A TOLL-FREE NUMBER, 1-888-721-7787 IS AVAILABLE TO ASSIST IN SUCH COORDINATION EFFORTS BUT DOES NOT NECESSARILY REPRESENT ALL

UTILITY COMPANIES IN THE AREA REFER TO UTILITY PROVIDER CONTACTS.

16. ALL UTILITIES SHALL BE KEPT IN OPERATION EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE UTILITY OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESERVE EXISTING UTILITIES. ANY DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE

CONTRACTOR'S ACTIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

17. THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH ANY SITE WORK WHICH INVOLVES A CONFLICT THAT

HAS ARISEN DURING CONSTRUCTION OF ANY WORK SHOWN ON THESE DRAWINGS.

18. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONSTRUCTION DOCUMENTS AND SHALL IMMEDIATELY REPORT THE ENGINEER ANY DISCREPANCIES OR OMISSIONS DISCOVERED ON THE PLANS OR AT THE SITE. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS TO VERIFY THAT ALL LOCATIONS ARE CORRECT PRIOR TO COMMENCING CONSTRUCTION.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE UTILITY COMPANY OR OWNER AS APPLICABLE TO STABILIZE UTILITY POLES AND REMOVE AND REPLACE EXISTING GUY WIRES AS NECESSARY FOR CONSTRUCTION. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH THIS WORK.

20. CONTRACTOR SHALL COORDINATE WITH CLARENDON COUNTY PRIOR TO BEGINNING CONSTRUCTION ON THE COUNTY'S FACILITIES TO REVIEW MATERIALS. A CLARENDON COUNTY INSPECTOR MUST BE PRESENT WHEN CONNECTING TO THE COUNTY'S FACILITIES. A

MINIMUM OF 48 HOUR NOTICE SHALL BE GIVEN FOR ANY INSPECTIONS.

PROJECT COMPLETION AND CLOSEOUT

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING RECORD DRAWING INFORMATION INCLUDING, BUT NOT LIMITED TO, FINISHED GRADE ELEVATIONS, TIES TO EXISTING LINES OR STRUCTURES, VALVES, BENDS, SERVICE CONNECTIONS, ELEVATIONS OF PIPES WHERE DEPTH OF COVER VARIES FROM DESIGN, WASTEWATER OR STORMWATER MANHOLE RIM/TOP AND INVERT ELEVATIONS, CLEANOUTS AND SERVICE CONNECTIONS, PLUS LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL OTHER CONSTRUCTION

COMPONENTS WHICH VARY FROM THE DESIGN.

22. CONTRACTOR SHALL WARRANTY ALL WORK AND MATERIALS FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM COMPLETION DATE OF THE

PROJECT.

SCDOT CONSTRUCTION NOTES:

NOTIFICATIONS

1. SCDOT SHALL BE NOTIFIED WHEN WORK DEFINED IN THIS PERMIT STARTS AS WELL AS WHEN THE WORK IS COMPLETED. SCDOT NOTIFICATION SHALL REFERENCE

THE SCDOT PERMIT NUMBER.

2. SCDOT SHALL BE GIVEN THE OPPORTUNITY OF ATTENDING ANY PRE -CONSTRUCTION MEETING PRIOR TO THE BEGINNING OF WORK.

3. A COPY OF THE APPROVED PERMIT WILL BE MADE AVAILABLE TO THE SCDOT AT THE WORK SITE AT ALL TIMES.

4. ALL WORK PERFORMED IN CONNECTION WITH THIS PERMIT SHALL CONFORM TO THE SCDOT "A POLICY FOR ACCOMODATING UTILITIES ON HIGHWAY RIGHT

RIGHT-OF-WAY" MOST CURRENT EDITION.

5. WORK SHALL COORDINATE WITH SCDOT CONTRACTOR AS TO NOT INTERFERE NOR DELAY WORK BEING PERFORMED FOR SCDOT RESURFACING.

6. ALL CROSSLINE PIPES ARE TO BE LOCATED AND FLAGGED PRIOR TO BEGINNING OPERATION.

7. CONTRACTOR TO MAINTAIN ACCESS TO ALL PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION UNTIL FINAL INSPECTION AND APPROVAL IS OBTAINED. IF

IN THE COURSE OF CONSTRUCTION DRIVEWAYS ARE TO BE CUT AND ACCESS IMPAIRED THE CONTRACTOR WILL BE RESPONSIBLE TO INFORM EACH RESIDENT OF THE INCONVENIENCE AND THE TIME, DATE AND LENGTH OF THE WORK TO BE DONE. REPLACEMENT OF DRIVEWAY MATERIAL SHALL BE IN KIND.

WORK WITHIN SCDOT R/W

8. ALL CLEARING INSIDE THE SCDOT RIGHT-OF-WAY AND /OR ANY PROPOSED TEMPORARY CONSTRUCTION EASEMENTS WILL BE DONE IN ACCORDANCE WITH ALL SCDOT SPECIFICATIONS. ALL STUMPS AND DEBRIS WILL BE REMOVED FROM THE RIGHT-OF-WAY AND DISPOSED OF OFF-SITE BY THE CONTRACTOR. THEN PROPER

DRAINAGE WILL WILL BE RESTORED TO ALL DISTURBED AREAS.

9. ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE SIDE OF THE TRENCH AWAY FROM THE TRAVELED ROADWAY. NO EXCAVATED MATERIAL OR SPOIL IS TO BE PLACED ON THE PAVEMENT WITHOUT THE PERMISSION OF SCDOT, AND IF PERMISSION IS GRANTED, THIS MATERIAL MUST BE REMOVES DAILY, AS SOON AS POSSIBLE. THE ROADWAY IS TO BE CLEARED OF ALL THE MATERIALS IN A MANNER AS TO PROTECT THE EXISTING PAVEMENT. ANY PAVEMENT DESTROYED, OR

MARKED BY THIS OPERATION WILL BE REMOVED AND REPLACED AS REQUIRED.

10. ALL VALVES AND MANHOLES SHALL CONFORM TO THE EXISTING ELEVATION OF THE ROADWAY OR SHOULDER AND CONFORM TO THE ACCEPTED STANDARD.

WHEN THE VALVES AND MANHOLES WILL BE LOCATED OUT OF THE PAVEMENT, THEY SHALL NOT BE PLACED IN A DITCH FLOW LINE WITHOUT ENGINEER APPROVAL

AND 12-INCHES ADDITIONAL COVER, AT CONTRACTORS EXPENSE.

11. THERE SHALL BE NO EXCAVATION OF SOIL NEARER THAN TWO FEET FROM ANY PUBLIC UTILITY POLE OR APPURTENANT FACILITY WITHOUT THE WRITTEN CONSENT OF THE OWNER THEREOF. SPECIAL PERMISSION OF THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION AFTER AN OPPORTUNITY TO BE HEARD IS

GIVEN THE OWNER OF SUCH POLE OR APPURTENANT FACILITY MAY BE GIVEN.

12. IF THE SIDE OF THE TRENCH, PIT OR ANY EXCAVATION IS WITHIN 3-FT OF THE EXISTING ROADWAY EDGE OF PAVEMENT, THE EXCAVATED AREA WILL BE BACKFILLED ENTIRELY WITH FLOWABLE FILL TO AN ELEVATION OF 6 INCHES FROM THE EXISTING GROUND ELEVATION. THEN BROUGHT TOO GRADE WITH SUITABLE TOPSOIL, COMPACTED TO 95% COMPACTION, GRADED, AND GRASSED AS REQUIRED TO ELIMINATE ANY EROSION.

13. APPLICANT SHALL BE RESPONSIBLE FOR THE PLACEMENT OF SECURED STEEL PLATES ON OPEN CUT OF PAVEMENT IF WORK IS INCOMPLETE OR LEFT OVERNIGHT.

14. ALL OPEN EXCAVATIONS WITHIN SCDOT RIGHT-OF-WAY SHALL BE PROPERLY BARRICADED WHEN WORK IS NOT BEING PERFORMED. BORE PITS SHALL BE SAFELY

SECURED WHEN NOT IN USE AND CLOSED IMMEDIATELY AFTER INSTALLATION.

15. ALL PRESSURIZED UTILITY PIPE LINES CROSSING SCDOT ROADWAY EITHER IN AN OPEN CUT OR BY A BORING OPERATION ARE TO BE ENCASED IN A STEEL CASING

OR BE DUCTILE IRON PIPE (DIP) AS INDICATED ON PERMIT DRAWINGS.

RESURFACING AND RESTORATION WITHIN SCDOT R/W

16. TRENCH TO BE PROPERLY BACK -FILLED AND THOROUGHLY TAMPED PER NOTE 9 IN ACCORDANCE WITH SCDOT STANDARDS. THE ENTIRE DISTURBED AREA SHALL BE RE-SHAPED AND DRESSED IN A WORKMANSHIP LIKE MANNER AND ENSURING POSITIVE DRAINAGE.

17. WHEN ROADS ARE RESURFACED, SHOULDERS SHALL BE REGRADED TO THE EDGE OF PAVEMENT TO CONFORM TO SCDOT SPECIFICATIONS.

18. THE DITCHES, SHOULDERS, AND/OR DRAIN PIPES DISTURBED, REMOVED, OR OTHERWISE DAMAGED DURING CONSTRUCTION SHALL BE IMMEDIATELY

RE-ESTABLISHED TO PROPER GRADE AND ORIGINAL CROSS SECTION TO PROVIDE POSITIVE DRAINAGE, REPLACED OR RESTORED TO ORIGINAL SIZE AND MATERIAL, STABILIZED, AND ALL DRAIN PIPES CLEARED TO ENSURE PROPER AND ADEQUATE DRAINAGE. ANY CHANGE IN PIPE SIZE OR TYPE WILL REQUIRE APPROVAL FROM SCDOT PRIOR TO CHANGE BEING MADE. ANY NEW PIPE WILL REMAIN UNCOVERED UNTIL SCDOT INSPECTION HAS BEEN COMPLETED AT WHICH

POINT IT MAY BE COVERED AND COMPACTED AS REQUIRED.

19. APPLICANT SHALL COMPLETE ALL REPAIRS OR REPLACEMENTS OF ASPHALT, SIDEWALKS, CURB AND GUTTER, PAVEMENT MARKINGS INCLUDING RPM'S USING THE APPROPRIATE DETAILS PER SCDOT STANDARD SPECIFICATIONS. ANY DISTURBED ITEMS SHALL BE RETURNED TO THEIR ORIGINAL STATE. ANY EXISTING PAVEMENT MARKINGS OR TRAFFIC SIGNAGE ALTERED DURING THE INSTALLATION OF THIS PERMITTED CONSTRUCTION WILL BE REPLACED BY THE PERMITTEE TO

THEIR ORIGINAL CONDITION AS SOON AS POSSIBLE.

20. APPLICANT SHALL BE RESPONSIBLE FOR ALL PAVEMENT REPAIRS IF BORING PROCEDURE CAUSES ANY DAMAGE TO THE PAVEMENT. IF DAMAGE OCCURS, APPLICANT SHALL NOTIFY THE SCDOT MAINTENANCE PERMITS OFFICE IMMEDIATELY.

21. APPLICANT SHALL BE RESPONSIBLE FOR ALL FUTURE MAINTENANCE OF ANY PAVEMENT DISTURBANCE CAUSED BY THE UTILITY INSTALLATION OR REPAIR.

22. RESTORATION WORK IS TO BE PERFORMED AS SOON AS POSSIBLE AFTER CONSTRUCTION SUCH THAT CONSTRUCTION IS NO FURTHER THAN 2000-LF AHEAD OF

RESTORATION. ANY AREA BEHIND THE WORK ZONE WILL BE RESTORED TO ITS TYPICAL SECTION AND PREPARED FOR FINAL GRADING, AND GRASSING

IMMEDIATELY AS WORK PROGRESSES.

23. CLEANUP AND EROSION CONTROL MEASURES IN AREAS WHERE CONSTRUCTION HAS BEEN COMPLETED WILL BE CONDUCTED DURING THE LIFE OF THE PROJECT.

24. WHEN IN SCDOT RIGHT OF WAY, THE ENTIRE DISTURBED AREA SHALL BE TOP -SOILED USING 3 INCHES OF SELECTED MATERIAL AND RE -GRASSED TO SCDOT

SPECIFICATIONS. ALL AREAS DISTURBED SHALL BE RESEEDED AND MONITORED UNTIL VEGETATION IS ESTABLISHED. SEE SCDOT "POLICY FOR SEEDING AND

EROSION CONTROL MEASURES INSIDE ROADWAY RIGHTS-OF-WAY".

TRAFFIC CONTROL WITHIN SCDOT R/W

25. CONTRACTOR SHALL SUBMIT 40 HOUR NOTIFICATION FORM TO SCDOT AND SHALL OBTAIN AN APPROVED TRAFFIC CONTROL PLAN BEFORE CONSTRUCTION

BEGINS.

26. FLASHING ARROW BOARDS SHALL BE USED FOR ALL LANE CLOSURES ON PRIMARY ROUTES AND/OR ROADS WITH HIGH TRAFFIC VOLUMES.

27. TRAFFIC CONTROL, LIGHTS, SIGNS AND FLAG-MEN WILL BE FURNISHED BY CONTRACTOR AND WILL CONFORM TO PART VI OF THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES.

28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATE REMOVAL OF SUCH TRAFFIC HAZARDS AS MUD, DEBRIS, LOOSE STONE, AND TRASH AS MAY BE

WASHED OR SPILLED ON THE TRAVELED ROADWAY AS A RESULT OF THE PROPOSED WORK.

29. TRAFFIC CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR PER SCDOT SPECIFICATIONS AND STANDARD DRAWING SERIES 601 AND 610, AS

APPLICABLE, AND PER MUTCD SPECIFICATION SECTION 6H.01 (LATEST EDITION).

30. CONTRACTOR SHALL ENSURE ALL TRAFFIC SAFETY IS UPHELD AND PROVIDE ONE (1) LANE OPEN AT ALL TIMES.

GENERAL CONSTRUCTION LAND DISTURBANCE NOTES:

SEE SHEETS C-6.0 - C-6.1 FOR EROSION CONTROL DETAILS AND SCDES STANDARD NOTES

SCDES LAND DISTURBANCE SEQUENCE

1. RECEIVE NPDES APPROVAL FROM SCDES.

2. SCHEDULE PRE-CONSTRUCTION MEETING.

3. NOTIFY CLARENDON COUNTY/SCDES EQC REGIONAL OFFICE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITIES.

4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE(S) AND PERIMETER AND EROSION CONTROLS (I.E. SILT FENCE, SEDIMENT TUBE) AS SHOWN AND AS

NECESSARY.

5. BEGIN CONSTRUCTION WORK (I.E. CLEARING AND GRUBBING, UTILITY INSTALLATION, ETC.) CONTRACTOR TO MONITOR AND MAINTAIN PERIMETER AND

EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION UNTIL FINAL STABILIZATION IS ACHIEVED, INCLUDING REPLACEMENT OF MEASURES AS

NEEDED.

6. CONTRACTOR TO RE-GRADE AND STABILIZE PROJECT AREA AS CONSTRUCTION IS COMPLETED.

7. CONTRACTOR MAY REMOVE PERIMETER AND EROSION CONTROL DEVICES ONCE FINAL STABILIZATION OF ENTIRE PROJECT AREA IS ACHIEVED.

8. SUBMIT NOTICE OF TERMINATION (NOT) TO SCDES.

ENVIRONMENTAL PROTECTION AND EROSION CONTROL NOTES

1. CONTRACTOR TO INSTALL SILT FENCE ON LOW SIDE OF LIMITS OF DISTURBANCE FOR THE ENTIRE LENGTH OF THE PROJECT.

2. CONTRACTOR TO UTILIZE DOUBLE ROW SILT FENCE ALONG THE LOW SIDE OF THE LIMITS OF DISTURBANCE SUCH THAT AN UNDISTURBED BUFFER IS

MAINTAINED BETWEEN THE SILT FENCE AND THE SENSITIVE AREA WHEN CONSTRUCTION IS ADJACENT TO SENSITIVE AREAS SUCH AS WETLANDS OR WATER BODIES. THIS INCLUDES INSTALLING DOUBLE ROW SILT FENCE AT THE START AND END OF BORES FOR TRENCHLESS INSTALLATIONS AND

IMPLEMENTATION OF BANK PROTECTION AND STABILIZATION AS NEEDED.

3. CONTRACTOR TO UTILIZE SEDIMENT TUBES AS INLET PROTECTION AT STORM DRAINS AND UTILIZE SEDIMENT TUBES AND/OR EROSION CONTROL MATTING TO ENSURE PROPER STABILIZATION AND EROSION CONTROL WITHIN DRAINAGE DITCHES.

4. ALL WATER COLLECTED AND PUMPED DURING DEWATERING ACTIVITIES SHALL BE DISPOSED OF IN UNDISTURBED UPLAND AREAS INTO DOUBLE STAKED HAY BALES. DISCHARGE LOCATIONS SHALL BE OVER UNDISTURBED SOIL, A MINIMUM OF 75 FEET FROM THE NEAREST WATER BODY, WETLAND AREA, OR INLET TO ALLOW FOR MAXIMUM OVERLAND FILTRATION OF SOIL PARTICLES.

5. CONTRACTOR SHALL NOT REMOVE ANY TREES OTHER THAN THOSE SPECIFICALLY SHOWN TO BE REMOVED. CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT ALL TREES NOT SPECIFICALLY SHOWN TO BE REMOVED. NO ACTIVITIES (EQUIPMENT, FILL PLACEMENT, ETC.) SHALL TAKE PLACE WITHIN THE DRIPLINE OF THE TREES TO REMAIN. IF NECESSARY, THE CONTRACTOR SHALL PROTECT TREES WITH SUITABLE BARRICADES.

6. CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCES AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC ACCESSES A PAVED ROADWAY.

Know what's below.

before you dig.Call

REFERENCES:

1. REFERENCE IS MADE TO A TOPOGRAPHIC SURVEY PREPARED WILLIAM E. HAYES,

DATED JULY 02, 2024.

OWNER INFORMATION

OWNER: CLARENDON COUNTY DEVELOPMENT BOARD

CONTACT: MR. GEORGE KOSINSKI, SCCED,

EXECUTIVE DIRECTOR

ADDRESS: 411 SUNSET DRIVE

CITY,STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 435-8813

EMAIL: GKOSINSKI@CLARENDONCOUNTYGOV.ORG

NOTES:

CAD FILES WILL BE

PROVIDED TO

CONTRACTOR FOR USE

WITH SITE STAKING.

OAK AFRICAN METHODIST EPISCOPAL CH

(TMS # 062-00-00-007-00)

WILLOW OAKS HUNTING LLC

(TMS # 062-00-00-014-00)

DEER & DUCK LLC

(TMS # 061-00-00-001-00)

WILLOW OAKS HUNTING LLC

(TMS # 062-00-00-013-00)

D (S

-66 4)

-F

T R

-O

F- W

ENGINEER INFORMATION:

ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: ADAM R. HOGAN, P.E.

124 VERDAE BOULEVARD, SUITE 505

GREENVILLE, SC 29607-3843

TELEPHONE: (864) 284-1740

E-MAIL: AHOGAN@ALLIANCECE.COM

UTILITY INFORMATION

OWNER: CLARENDON COUNTY WATER & SEWER

CONTACT: MR. HUNTER DENNY,

ENGINEERING COORDINATOR

ADDRESS: 411 SUNSET DRIVE

CITY,STATE: MANNING, SOUTH CAROLINA 29102

TELEPHONE: (803) 433-3254

EMAIL: HDENNY@CLARENDONCOUNTYGOV.ORG

CLARENDON COUNTY

EASEMENT (0.33-ACRES)

(TMS # 062-00-00-014-00)

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Know what's below.

before you dig.Call

OAKS ROAD (S-664)

66-FT RIGHT-OF-WAY

45 MPH SPEED LIMIT

PROPOSED 8-FT DIAMETER WET WELL

APPROXIMATE LOCATION OF

EXISTING 6-IN FORCE MAIN

(CONTRACTOR TO FIELD-VERIFY)

OAK AFRICAN METHODIST EPISCOPAL CH

(TMS # 062-00-00-007-00)

WILLOW OAKS HUNTING LLC

(TMS # 062-00-00-014-00)

DEER & DUCK LLC

(TMS # 061-00-00-001-00) WILLOW OAKS HUNTING LLC

(TMS # 062-00-00-013-00)

PROPOSED 4-FT DIAMETER

RECEIVING MANHOLE

PROPOSED 20-FT X 40-FT

BORE PIT

PROPOSED 20-FT X 40-FT

BORE PIT

PROPOSED 10-FT X 15-FT

RECEIVING PIT

PROPOSED 10-FT X 15-FT

RECEIVING PIT

PROPOSED 34-LF JACK AND

BORE WITH 12-IN STEEL

CASING AND 6-IN PVC CARRIER

PIPE TO CROSS OAKS ROAD

PROPOSED 34-LF JACK AND

BORE WITH 12-IN STEEL

CASING AND 6-IN PVC CARRIER

PIPE TO CROSS OAKS ROAD

PROPOSED 6-IN GATE VALVE

WITH VALVE BOX

PROPOSED 6-IN GATE VALVE

WITH VALVE BOX

PROPOSED 6-IN CUT-IN TEE TO CONNECT

PROPOSED 6-IN FORCE MAIN TO EXISTING

6-IN FORCE MAIN (CONTRACTOR TO

FIELD-VERIFY EXISTING 6-INCH FORCE MAIN

LOCATION AND CONFIRM FINAL TIE-IN

LOCATION WITH OWNER AND ENGINEER)

PROPOSED 6-IN CUT-IN TEE TO CONNECT

PROPOSED 6-IN FORCE MAIN TO EXISTING

6-IN FORCE MAIN (CONTRACTOR TO

FIELD-VERIFY EXISTING 6-INCH FORCE

MAIN LOCATION AND CONFIRM FINAL TIE-IN

LOCATION WITH OWNER AND ENGINEER)

PROPOSED 6-FT X 8-FT X 7-FT VALVE VAULT

PROPOSED 6-IN PVC

INFLUENT FORCE MAIN

PROPOSED 6-IN PVC

EFFLUENT FORCE MAIN

EXISTING TELECOM PEDESTAL

(CONTRACTOR TO COORDINATE WITH PHONE

COMPANY TO REMOVE AND REPLACE TELECOM

PEDESTAL DURING CONSTRUCTION IF NEEDED)

CLARENDON COUNTY

EASEMENT (0.33-AC)

(TMS # 062-00-00-014-00)

R15-FT

PROPOSED CONTROL PANEL WITH CONCRETE PAD LOCATION

(FINAL PAD SIZE TO BE CONFIRMED WITH SUPPLIER; REFER

TO E-102 FOR CLEARANCE REQUIREMENTS)

LAYOUT INSET

N.T.S.

PROPOSED 8-IN PVC INFLUENT

GRAVITY WASTEWATER LINE

PROPOSED LIGHT POLE; CONTRACTOR TO

COORDINATE INSTALLATION WITH UTILITY

(REFER TO DETAIL ON SHEET E-001 AND

CONTACT PROVIDED ON SHEET E-102)

CONSTRUCTION NOTES:

1. CONTRACTOR TO INSTALL SILT FENCE ALONG LOW SIDE OF THE PUMP

STATION SITE AND UTILIZE EROSION CONTROL MATTING AND SEDIMENT

TUBES AS NEEDED. SEE EROSION AND SEDIMENT CONTROL DETAILS ON

SHEETS C-6.0 AND C-6.1

2. ALL BENDS AND VALVES ALONG THE PROPOSED FORCE MAIN TO BE

RESTRAINED PER THE RESTRAINED JOINT DETAILS ON SHEET C-7.1.

3. CONTRACTOR TO ENSURE NO WORK IS PERFORMED WITHIN

WETLANDS/SENSITIVE AREAS WITHOUT USACE PERMIT.

4. PUMP STATION DRIVEWAY TO BE ASPHALT WITHIN SCDOT DRIVEWAY.

5. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES AND

STORM DRAINAGE INFRASTRUCTURE PRIOR TO DIGGING AND MAINTAIN

THE NECESSARY SEPARATION TO AVOID DAMAGING UTILITIES OR

DRAINAGE INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE FOR

REMEDIATION OF ANY DAMAGES WHICH OCCUR DURING CONSTRUCTION.

PROPOSED FENCE AND GATE

(SEE DETAIL ON SHEET C-4.2)

50-FT

20-FT

10-FT

15-FT

PROPOSED GENERATOR WITH

CONCRETE PAD LOCATION

(FINAL PAD SIZE TO BE

CONFIRMED WITH SUPPLIER;

REFER TO SPECIFICATIONS

AND DETAIL ON SHEET E002)

R15-FT

5-FT

29-FT

5-FT

5.5-FT

34-FT

2-FT3-FT

3-FT

6.5-FT

18-FT

12-FT

5-FT

58.9-FT

10-FT

3-FT

10-FT

GRAVEL DRIVEWAY AND PUMP STATION SITE

ASPHALT DRIVEWAY WITHIN SCDOT RIGHT-OF-WAY

20-FT

2.1-FT

50-FT

5-FT

5.1-FT

± 4,600-LF TO INTERSECTION

OF OAKS ROAD (S-664) AND

DINGLE POND ROAD

± 4,750-LF TO INTERSECTION

OF OAKS ROAD (S-664) AND

WHITLOCK ROAD

46.1-FT

PROPOSED SILT FENCE

FLOODPLAIN NOTE:

PROPOSED PUMP STATION TO BE CONSTRUCTED OUTSIDE

OF THE LIMITS OF THE 100-YEAR FLOODPLAIN AND AS SUCH

WILL REMAIN OPERATIONAL AND PROTECTED FROM

FLOODING DURING 25-YEAR AND 100-YEAR STORM EVENTS.

PROPOSED TRANSFORMER PAD LOCATION (FINAL

PAD SIZE TO BE CONFIRMED WITH ELECTRIC

UTILITY; REFER TO DETAIL ON SHEET E-002 AND

CONTACT PROVIDED ON SHEET E-102)

3-FT

NOTE: DIMENSIONS PROVIDED REPRESENT MINIMUM

CLEARANCE DISTANCES BETWEEN PUMP STATION

STRUCTURES. CONTRACTOR TO ADVISE OWNER AND

ENGINEER OR ANY PROPOSED VARIANCES.

PROPOSED ARV IN MANHOLE

(SEE DETAIL ON SHEET C-7.0)

PROPOSED DITCH

LIMITS OF EXISTING CLARENDON COUNTY

EASEMENT FOR PROPOSED PUMP STATION

WITHIN WILLOW OAKS HUNTING PROPERTY

(TMS #062-00-00-014-00)

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2 ISSUE FOR BID03/05/25

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NKnow what's below.

before you dig.Call

OAKS ROAD (S-664)

66-FT RIGHT-OF-WAY

45 MPH SPEED LIMIT

OAK AFRICAN METHODIST EPISCOPAL CH

(TMS # 062-00-00-007-00)

WILLOW OAKS HUNTING LLC

(TMS # 062-00-00-014-00)

DEER & DUCK LLC

(TMS # 061-00-00-001-00) WILLOW OAKS HUNTING LLC

(TMS # 062-00-00-013-00)

CONSTRUCTION NOTES:

1. CONTRACTOR TO INSTALL SILT FENCE ALONG LOW SIDE OF THE PUMP

STATION SITE AND UTILIZE EROSION CONTROL MATTING AND SEDIMENT

TUBES AS NEEDED. SEE EROSION AND SEDIMENT CONTROL DETAILS ON

SHEETS C-6.0 AND C-6.1

2. ALL BENDS AND VALVES ALONG THE PROPOSED FORCE MAIN TO BE

RESTRAINED PER THE RESTRAINED JOINT DETAILS ON SHEET C-7.1.

3. CONTRACTOR TO ENSURE NO WORK IS PERFORMED WITHIN

WETLANDS/SENSITIVE AREAS WITHOUT USACE PERMIT.

4. PUMP STATION DRIVEWAY TO BE ASPHALT WITHIN SCDOT DRIVEWAY.

5. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES AND

STORM DRAINAGE INFRASTRUCTURE PRIOR TO DIGGING AND MAINTAIN

THE NECESSARY SEPARATION TO AVOID DAMAGING UTILITIES OR

DRAINAGE INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE FOR

REMEDIATION OF ANY DAMAGES WHICH OCCUR DURING CONSTRUCTION.

6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING AND

PROPOSED GRADES SHOWN. IN EXISTING GRADE ELEVATIONS ON-SITE

DIFFER FROM THOSE SHOWN ON THESE PLANS AND IF ELEVATIONS AND

GRADES PROPOSED ARE NOT ACHIEVABLE, CONTRACTOR SHALL NOTIFY

ENGINEER ON RECORD.

PROPOSED 6-IN PVC

INFLUENT FORCE MAIN

PROPOSED 6-IN PVC

EFFLUENT FORCE MAIN

PROPOSED 8-IN PVC INFLUENT

GRAVITY WASTEWATER LINE

LIMITS OF GRADING

PROPOSED DITCH

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1 ISSUE FOR PERMITTING12/18/24

2 ISSUE FOR BID03/05/25

C-4.0

P U

M P S

T A

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(1 O

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GROUND ELEV. 81.71'

8" INLET INV

ELEV. 74.34'

ELEV. 63.84'

0.5'

7'7.37'

17.87'

12" MIN

3" MIN

7" MIN

6" CRUSHED STONE

TOP ELEV. 82.21'

36"

(28" MIN.)

VALVE VAULT

SCALE: NTS

WET WELL

SCALE: NTS

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text 12/18/24

AutoCAD SHX Text A

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AutoCAD SHX Text No. 25472

AutoCAD SHX Text

PROPOSED VALVE VAULT 6' X 8' X 7'

AutoCAD SHX Text

PROPOSED STAINLESS STEEL GUIDE RAILS

AutoCAD SHX Text

PROPOSED JUNCTION BOX (SEE ELECTRICAL DETAILS)

AutoCAD SHX Text

PROPOSED 36"X48" ACCESS HATCH

AutoCAD SHX Text

PROPOSED 6" DI PLUG VALVE

AutoCAD SHX Text

PROPOSED 6" DI CHECK VALVE

AutoCAD SHX Text

PROPOSED PUMPS (X2)

AutoCAD SHX Text

PROPOSED SEALING FLANGE WITH BREAKAWAY CONNECTION

AutoCAD SHX Text

PROPOSED 3" VENT PIPE WITH BUG SCREEN

AutoCAD SHX Text

QUICK CONNECT HOSE FITTING FOR EMERGENCY BYPASS PUMPING

AutoCAD SHX Text

PROPOSED PRESSURE GAUGE 150 PSI

AutoCAD SHX Text

PROPOSED FALL PROTECTION GRATING

AutoCAD SHX Text

PROPOSED 30"X56" ACCESS HATCH

AutoCAD SHX Text

4" 90° BEND

AutoCAD SHX Text

PROPOSED 6" DIP DISCHARGE PIPING

AutoCAD SHX Text PROPOSED 4" DRAIN LINE WITH COATED CAST IRON FLAP VALVE SLOPE " PER FT; CONTRACTOR TO 14" PER FT; CONTRACTOR TO GROUT VAULT FLOOR TO SLOPE TO DRAIN LINE

AutoCAD SHX Text

SEAL CONDUIT AND PIPE PENETRATIONS INTO WETWELL WITH NON-SHRINK GROUT

AutoCAD SHX Text

POWER AND CONTROL CONDUITS (SEE ELEC)

AutoCAD SHX Text PUMP CONTROL FLOAT ELEVATIONS ALARM: 73.34' LAG PUMP: 72.84' LEAD PUMP: 71.84' PUMP OFF: 67.84' (PUMPS ALTERNATE)

AutoCAD SHX Text

PUMP SELECTION DATA:

AutoCAD SHX Text

8" INFLUENT DROP PIPE

AutoCAD SHX Text

SS BRACKETS TO HOLD INFLUENT PIPE IN PLACE

AutoCAD SHX Text

VERTICAL PIPE SUPPORTS (TYP.)

AutoCAD SHX Text SUPPLIER: PETE DUTY & ASSOCIATES, INC. PETE DUTY & ASSOCIATES, INC. MANUFACTURER: SULZER SULZER PUMP MODEL: XFP 101G-CB1 60HZ XFP 101G-CB1 60HZ DESIGN CONDITIONS: 290-GPM @ 252.6-FT TDH 290-GPM @ 252.6-FT TDH MOTOR (HP): 40.2 40.2 RPM: 3545 3545 IMPELLER SIZE (INCH): 8.468.46

AutoCAD SHX Text

8" TEE

AutoCAD SHX Text

MH STEPS FOR VALVE VAULT (TYP.)

AutoCAD SHX Text 4"x6" ECCENTRIC REDUCER

AutoCAD SHX Text

DROP PIPE TO TERMINATE BELOW PUMP OFF ELEVATION

MH STEPS FOR WET WELL (TYP.)

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2 ISSUE FOR BID03/05/25

C-4.1

P U

M P S

T A

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(2 O

F 3)

WETWELL

PROPOSED 30"X56" ACCESS HATCH

WITH FALL PROTECTION GRATING

3" Ø VENT PIPE

3" (7

CONC. OPNG.

C O

N C

E O

(152 MM)

36"

(28" MIN.)

8'8'

36"

(28" MIN.)

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text 12/18/24

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WET WELL PLAN VIEW

AutoCAD SHX Text

PROPOSED 6" DISCHARGE PIPE (TYP)

AutoCAD SHX Text

8" GRAVITY INLET

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PROPOSED 6' X 8' X 7' PRECAST CONCRETE VALVE VAULT

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PROPOSED 6" DI PLUG VALVE (TYP)

AutoCAD SHX Text

PROPOSED 6" DI CHECK VALVE (TYP)

AutoCAD SHX Text

8' WETWELL

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PROPOSED 4" DRAIN WITH COATED CAST IRON FLAP VALVE SLOPE 1/4" PER FT

AutoCAD SHX Text

VALVE VAULT COVER PLAN VIEW

AutoCAD SHX Text

WET WELL COVER PLAN VIEW

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PROPOSED 36"X48"ACCESS HATCH WITH FALL PROTECTION GRATING

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PROPOSED 6" 90° FLANGEDELBOW WITH 6" S.S. FEMALE QUICK CONNECT HOSE AND PLUG

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%%USTANDARD FEATURES:

AutoCAD SHX Text AUTO-LOCK T-316 STAINLESS STEEL HOLD OPEN ARM WITH RELEASE HANDLE T-316 STAINLESS STEEL HINGES AND ATTACHING HARDWARE T-316 STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY STAINLESS STEEL COMPRESSION SPRING ASSIST BUILT-IN NEOPRENE CUSHION/GASKET NON-OZONE DEPLETING BITUMINOUS COATING DOUBLE LEAF CONSTRUCTION 300 LBS. PER SQ. FT. LOAD RATING (1464 KG. PER SQ. METER LOAD RATING) EXTRUDED ALUMINUM FRAME RECESSED LIFTING HANDLE ALUMINUM FALL-PROTECTION GRATING LIFETIME GUARANTEE AS MANUFACTURED BY HALLIDAY, BILCO, US FOUNDRY, OR APPROVED EQUAL.

AutoCAD SHX Text

SECTION A-A

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1/4" (7 MM) THICK (7 MM) THICK THICK DIAMOND PATTERN ALUM. COVER PLATE

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LIFTING HANDLE

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BITUMINOUS COATING

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SLAM LOCK

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ASTRAGAL

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OVERALL

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OVERALL

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S.STL. & ALUM. POSITIVE LOCKING HOLD OPEN ARM WITH S.ST. SPRING ASSIST

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%%UDETAIL

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T-316 S.STL. HINGE WITH TAMPER PROOF FASTENERS

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(COVER SHOWN IN OPEN POSITION)

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3" (76 MM) TYP.

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S.STL. POSITIVE GRATING LOCKING LATCH

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CONC. OPNG.

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GRATING PADLOCK LUG

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FALL-PROTECTION GRATING

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GRATING (BELOW COVER)

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NUTRAIL (TWO SIDES)

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COVER LOCKING DEVICE THIS SIDE

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COVER OPEN

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OPENING

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OPENING

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HATCH AND OPENING DIMENSIONS TO BE SUBMITTED TO GPW FOR APPROVAL

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OPENING

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FALL-PROTECTION

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HATCH WITH

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2 ISSUE FOR BID03/05/25

C-4.2

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6'6'

NOTE:

SWING GATE SHOWN IS STANDARD. CONTRACTOR TO COORDINATE WITH OWNER FOR EXACT GATE TYPES, LOCATIONS AND OPERATOR REQUIREMENTS TYPICAL.

CHAIN LINK SECURITY FENCE DETAIL

N.T.S.

2-FT - 7/8-IN O.D. GALVANIZED

CORNER POST

TENSION BANDS

180° GATE HINGE

GROUND LINE

12-INCH DIA. CONCRETE

ENCASEMENT

2-IN O.D. GALVANIZED

PIPE

10-INCH DIA.

CONCRETE

ENCASEMENT

FORK LATCH

12-INCH DIA. CONCRETE

ENCASEMENT

1-3/8-INCH O.D.

INTERNAL BRACING

HEAVY DUTY

LOCK AND CHAIN

2-FT - 7/8-IN O.D.

GALVANIZED GATE

POST

MALLEABLE IRON

HINGE

(TYP.)

12-FOOT DOUBLE GATE

CENTER

DROP ROD

1-5/8-INCH O.D.

EXTERNAL FRAME

FABRIC

TIES

EMERGENCY SIGN

(SEE DETAIL THIS

SHEET)

AUTHORIZED PERSONNEL ONLY

CLARENDON COUNTY

OAKS ROAD

PUMP STATION

IN CASE OF EMERGENCY

PHONE 803-485-2525

NOTES:

1. CONSTRUCT FROM 16 GA. ALUMINUM

2. PROVIDE WHITE BACKGROUND WITH THREE COATS OF PAINT.

3. PROVIDE 1-12" LETTERS (MIN).

4. ALL LETTERING SHALL CONSIST OF TWO COATS OF THE APPROPRIATE ENAMEL.

5. DIMENSIONS SHOWN APPROXIMATE.

6. ALL SIGNS MUST BE APPROVED PRIOR TO INSTALLATION.

EMERGENCY SIGN DETAIL

N.T.S.

ASPHALT PAVEMENT SECTION - LIGHT DUTY DETAIL

N.T.S.

12" MIN. (COMPACTED TO

98% STD. MAX. DRY DENSITY)

PRIME COAT*

0.30 GAL/YD (MAX.)

GRADED AGGREGATE BASE TO BE

COMPACTED TO A 100% STANDARD

PROCTOR MAXIMUM DRY DENSITY

(ASTM D 698), UNLESS SPECIFIED

ELSEWHERE.

6" GRADED AGGREGATE

BASE COURSE

4" ASPHALTIC

CONCRETE SURFACE

COURSE (TYPE "C")

NOTES:

1. ALL PAVEMENT CONSTRUCTION TO BE

PER LATEST SCDOT STANDARDS.

2. ALL THICKNESSES SHOWN ARE

COMPACTED

SUBGRADE

COMPACTED12" MIN.

(# 57 STONE)

6" GRAVEL BASE

AGGREGATE BASE

GRADED AGGREGATE BASE TO BE

COMPACTED TO A 100% OF THE

STANDARD PROCTOR MAXIMUM

DRY DENSITY (ASTM D 698)

(COMPACTED TO 98%

STD. MAX. DRY DENSITY)

TYPICAL GRAVEL SECTION DETAIL

N.T.S.

GEOTEXTILE FABRIC

NOTE:

ALL THICKNESSES SHOWN

ARE COMPACTED

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text 12/18/24

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TENSION BAR

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2 ISSUE FOR BID03/05/25

C-5.0

W A

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Influent Wastewater Plan View

STA: 0+00 TO 1+46

Influent Force Main Profile View

STA: 0+00 TO 1+46

Horiz Scale: 1"=30'

Vert Scale: 1"=3'

Know what's below.

before you dig.Call

PROPOSED 8-FT

DIAMETER WET WELL

PROPOSED 20-FT X 40-FT

BORE PIT

PROPOSED 10-FT X 15-FT

RECEIVING PIT

PROPOSED 34-LF JACK AND BORE

WITH 6-IN PVC WITHIN 12-IN STEEL

CASING TO CROSS OAKS ROAD

PROPOSED 6-IN GATE VALVE

VALVE BOX

PROPOSED 6-IN CUT-IN TEE TO CONNECT

PROPOSED 6-IN FORCE MAIN TO EXISTING

6-IN FORCE MAIN (CONTRACTOR TO

FIELD-VERIFY EXISTING 6-INCH FORCE

MAIN LOCATION AND CONFIRM FINAL TIE-IN

LOCATION WITH OWNER AND ENGINEER)

PROPOSED 6-IN DR18 C900 PVC

INFLUENT FORCE MAIN

OAKS ROAD (S-664)

66-FT RIGHT-OF-WAY

45 MPH SPEED LIMIT

APPROXIMATE LOCATION OF

EXISTING 6-IN FORCE MAIN

(CONTRACTOR TO FIELD-VERIFY)

PROPOSED 50-FT X 50-FT

PUMP STATION

PROPOSED 10-FT X…

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