Woodlawn_FM_Plans_(Bid_Set).pdf

RAILROAD BORE-BRIARWOOD RD

WOODLAWN L/S FORCE MAIN

Project 2026-RFB-008 (CSX# 1061258)

FY2027COMMISSIONERS:

Tim Burke, Chairman Art Bush Stephen Gilbert Robert Haynie, Secretary Byron Smith Henry Watts

DRAWING INDEX:

1. COVER

2. PLAN

3. PROFILE

4. CSX REQUIRED NOTES

5. DETAILS

STAFF:

Jeff Chapman, General Manager Lisa Hornyak, Chief Fiancial Officer Kevin Anderson, Engineering Director

EDGE OF PAVEMENT

NEW FORCEMAIN

EXIST. GAS LINE

EXIST. WATERLINE

Location: Greenwood, SC

Latitude: 34.158114°

Longitude: -82.207225°

PLAN VIEW

EXIST. FORCEMAIN

PROPERTY LINE

NOTES:

1. ALL WORK MUST COMPLY WITH GMD DESIGN MANUAL, WWW.GMDSC.GOV/DEVELOPERS/DESIGN MANUAL, UNLESS

OTHERWISE APPROVED.

2. ALL MJ FITTINGS TO BE RESTRAINED USING MEGALUG RESTRAINTS OR APPROVED EQUAL AND THRUST BLOCKING

PER DETAIL PS-10.

3. ABANDON BY REMOVING CARRIER PIPE AND PROVIDE MJ CAP ON EACH END OF CASING, AS APPROVED BY CSX AND GMD. PROVIDE ALTERNATE PRICE FOR FILLING WITH GROUT, SAND OR OTHER APPROVED METHOD.

Greenwood Metropolitan District 110 Metro Drive Greenwood, SC 29646 Phone: (864) 943-8000

RAILROAD BORE-BRIARWOOD RD

WOODLAWN L/S FORCE MAIN

GREENWOOD, SOUTH CAROLINA

AutoCAD SHX Text 10'x10' RECEIVING PIT

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CROSSING NUMBER: 639037J

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SIGNAL/CROSSING ARM (TYP

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EXIST. 10" FM

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PP

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GRAVEL ROAD

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BRIARWOOD ROAD (LOCAL)

AutoCAD SHX Text McCORMICK HWY (SC-10)

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GRAVEL ROAD

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EXIST. 8" WL

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EXIST. 4" GAS

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EXIST. 12" WL

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EXIST. AIR RELEASE VALVE

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EXIST. VALVE TO BE REMOVED

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EXIST. VENT TO BE REMOVED

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EXIST. VENT TO BE REMOVED

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±180 LF OF 18"STEEL CASING INSTALLED BY JACK & BORE

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PIPELINE MARKER

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CASING VENT

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TAX MAP# 6834-527-795 EDWARDS L B (ESTATE OF)

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TAX MAP# 6834-303-522 ATLANTIC COAST LINE RAILROAD

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TAX MAP# 6834-303-522 ATLANTIC COAST LINE RAILROAD

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TAX MAP# 6834-494-746 RONALD K RABUN

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TAX MAP# 6834-463-786 BROKEN RIDGE HOMEOWNERS ASSOC INC

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TAX MAP# 6834-434-847 EDWARDS L B (ESTATE)

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SIGNAL LIGHT (TYP)

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SIGNAL BOX

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EXIST. FM TO BE ABANDONED NOTE 3

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CASING VENT

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PLAN SCALE: 1" = 30'-0"

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GRAPHIC SCALE: 1" = 30'

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%%ULEGEND

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CSX RAILROAD

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200' RAILROAD R/W

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3,326 LF

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MILE MARKER 428

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WL

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EXIST. 10" FM

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FM

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MILE MARKER 429

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1,954 LF

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FM

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EXIST. VALVE & VENT TO BE REMOVED

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EXIST. 10" FM

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NEW 10" 45° BENDDIP-RJ

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DETAIL 'A' SCALE: NTS

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NEW 10" FM W/ 18" STEEL CASING

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FM

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NEW 10" FM W/ 18" STEEL CASING

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NEW 10" 90° BENDDIP-RJ

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(RJ) COUPLING AS REQUIRED

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EXIST. 10" FM

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DETAIL 'B' SCALE: NTS

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FM

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EXIST. 10" FM AND CASING TO BE ABANDONED NOTE 3

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FM

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EXIST. 10" FM AND CASING TO BE ABANDONED NOTE 3

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REMOVE EXIST. 10" 90° BEND

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162' RAILROAD R/W

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REMOVE EXIST. VENT

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(RJ) COUPLING AS REQUIRED

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NEW PLUG VALVE

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NEW PLUG VALVE

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NEW VENT

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NEW VENT

CSX NOTES:

1. ADDITIONAL NOTES ON SHEET 3

2. REFER TO ENGINEERING SPECIFICATIONS IN THE

APPLICATION PACKAGE FOR ADDITIONAL

INFORMATION AND GUIDANCE.

3. THE FRONT OF THE CASING PIPE SHALL BE

PROVIDED WITH MECHANICAL ARRANGEMENTS

OR DEVICES THAT WILL POSITIVELY PREVENT THE

AUGER FROM LEADING THE PIPE SO THAT NO

UNSUPPORTED EXCAVATION IS AHEAD OF THE

PIPE.

4. LOCATE CSX'S SIGNAL FACILITIES AND/OR

WARNING DEVICES AT PROPOSED FACILITY

CROSSING LOCATION, I.E. CANTILEVERS,

FLASHERS, GATES AND SHOW CLEARANCES.

5. CASING PIPE ENDS MUST BE SEALED TO PREVENT

THE ENTRANCE OF FOREIGN MATERIALS. SEALS

MUST ALLOW FOR LEAKAGE TO PASS THROUGH IN

THE CASE OF A CARRIER PIPE BREACH.

Commodity Description:

Maximum Operating Pressure:

Is Commodity Flammable :

0 PSI

Yes Nox

CARRIER/CASING PIPE DETAILS

Carrier Pipe

PVC (C-900 DR-18)

AWWA C-900

7,000 PSI

11.10 in.

0.617 in.

Jointed

Restrained Joint

Yes Nox Yes Nox Yes Nox

Casing Pipe Steel

ASTM A139

35,000 PSI

18 in.

0.375 in.

Welded

N/A

Type Type

Must Describe & Show on Dwg.

PIPELINE CONTENT DETAILS

Pipe Material :

Material Specifications & Grade :

Specific Minimum Yield Strength :

Nominal Size Outside Diameter (Inches) :

Wall Thickness (inches) :

Type of Seam :

Type of Joints :

Tunnel Liner Plates Required :

Cathodic Protection :

Protective Coating :

Temp. Track Support or Rip-Rap Req. :

Page 13, C); & 17, D)

Page 13, C); & 17, D)

Page 13, C); & 17, D)

Page 14, ii), (d)

Page 13, C); & 17, D)

Page 13, C); & 17, D)

Page 16, v)

CSXT Pipeline Spec. Reference

No

PROFILE

Location: Greenwood, SC

Latitude: 34.158114°

Longitude: -82.207225°

Sanitary Forcemain

NOTES:

1. ALL WORK MUST COMPLY WITH GMD DESIGN MANUAL,

WWW.GMDSC.GOV/DEVELOPERS/DESIGN MANUAL, UNLESS

OTHERWISE APPROVED.

2. ALL MJ FITTINGS TO BE RESTRAINED USING MEGALUG RESTRAINTS

OR APPROVED EQUAL AND THRUST BLOCKING PER DETAIL PS-10.

3. ABANDON BY REMOVING CARRIER PIPE AND PROVIDE MJ CAP ON

EACH END OF CASING.

4. PROVIDE DIAMOND PLASTICS GRIP-TITE C900 PVC PIPE (DR18) OR

APPROVED EQUAL.

Greenwood Metropolitan District 110 Metro Drive Greenwood, SC 29646 Phone: (864) 943-8000

RAILROAD BORE-BRIARWOOD RD

WOODLAWN L/S FORCE MAIN

GREENWOOD, SOUTH CAROLINA

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C/L TRACK ELEV. ±628.0

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EXIST. GRADE

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10" 45° BENDDIP-MJ

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10" 90°BEND

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CONNECT TO EXIST. FM

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CONNECT TO EXIST. FM

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EXIST. GAS (DEPTH APPROX)

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EXIST. WATER (DEPTH APPROX)

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PIPE MARKER (TYP)

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PROVIDE BRICK END SEALS (EA END) PER DETAIL SS-30

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100' CSX R/W

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VENT (2 TYP)

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SEWER PROFILE VIEW HORIZ. SCALE: 1" = 30'-0" VERT SCALE 1" = 10'-0"

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TRACK

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10" PVC (RJ) CARRIER PIPE

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CASING PIPE

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CROSS SECTION VIEW B-B

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B

CSX REQUIRED NOTES

Greenwood Metropolitan District 110 Metro Drive Greenwood, SC 29646 Phone: (864) 943-8000

RAILROAD BORE-BRIARWOOD RD

WOODLAWN L/S FORCE MAIN

GREENWOOD, SOUTH CAROLINA

CSX REQUIREMENTS: : 1. CSXT owns its right-of-way for the primary purpose of operating a railroad, and shall maintain unrestricted use CSXT owns its right-of-way for the primary purpose of operating a railroad, and shall maintain unrestricted use of its property for current and future operations. 2. Agency or its contractor shall arrange and conduct its work so that there will be no interference with CSXT Agency or its contractor shall arrange and conduct its work so that there will be no interference with CSXT operations, including train, signal, telephone and telegraphic services, or damages to CSXT's property, or to poles, wires, and other facilities of tenants of CSXT's property or right-of-way. 3. Refer to the CSXT's "Design & Construction Standard Specifications Pipeline Occupancies• revised June 5, 2018 Refer to the CSXT's "Design & Construction Standard Specifications Pipeline Occupancies• revised June 5, 2018 revised June 5, 2018 (4.1.2). 4. Work schedule is subject to the approval of all required construction submittals by the CSXT Construction Work schedule is subject to the approval of all required construction submittals by the CSXT Construction Representative, verification that proposed work will not conflict with any CSXT U.G. Facilities, and the availability of CSXT Flagging and Protection Services. Construction submittals will be based upon the proposed scope of work and may include, but are not limited to; proposed work plan, project schedule, means and methods, site access, dewatering, temporary excavation/shoring, soil disposition/management, track monitoring, concrete placement work, structural lifting/rigging plans for hoisting operations, substructure construction plans, steel erection plans, roadwork plans, etc. No work may begin on, over, or adjacent to CSXT property, or that could potentially impact CSXT property, operations or safety without the prior completion and approval ofthe required aforementioned information and approvals. 5. Prior to construction, all signal facilities and/or warning devices at proposed facility crossing, i.e. cantilevers, Prior to construction, all signal facilities and/or warning devices at proposed facility crossing, i.e. cantilevers, flashers, and gates must be located and marked/flagged by CSXT. The traditional "One Call" utility locate services are not responsible for locating any CSXT under-grade utilities or facilities Contractor shall be held liable for any damages to CSXT communication & signal facilities. 6. Contractor also has the sole responsibility of ascertaining that all other utilities have been properly located by Contractor also has the sole responsibility of ascertaining that all other utilities have been properly located by complying with the local "call before you dig" regulation(s). Contractor shall solely be responsible for notifying owners of adjacent properties and of underground facilities and utility owners when prosecution of the work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. 7. The use of construction safety fencing is required when a CSXT Flagman is not present. Distance of fencing from The use of construction safety fencing is required when a CSXT Flagman is not present. Distance of fencing from nearest rail to be determined by the CSXT Track Supervisor and shall be removed upon completion of the project. 8. Contractor access will be limited to the immediate project area only. The CSXT property outside the project area Contractor access will be limited to the immediate project area only. The CSXT property outside the project area may not be used for contractor access to the project site and no temporary at-grade crossings will be allowed. 9. All material and equipment will be staged to not block any CSXT access or maintenance roads. No hoisting or All material and equipment will be staged to not block any CSXT access or maintenance roads. No hoisting or auxiliary equipment necessary for the procedure shall be placed on CSXT track structure and / or ballast section. Clear working locations for equipment used will be laid out and approved by CSXT's representative prior to equipment set-up. Agency and contractor shall not store their materials or equipment on CSXT's property or where they may potentially interfere with CSXT's operations. 10. CSXT does not grant or convey an easement for this installation. CSXT does not grant or convey an easement for this installation. 11. CSXT requires contractors, subcontractors, and vendors to participate in job safety briefings daily and as CSXT requires contractors, subcontractors, and vendors to participate in job safety briefings daily and as necessary with the CSXT flagger. The scope of work may require t hat various protection against train movements be discussed, understood, and utilized. Work shall only be undertaken with the presence and permission of the CSXT flagger. If at any time the CSXT flagger perceives that the hoisting procedure is causing or has the potential to cause a hazard or delay to CSXT operations through the project site, work will cease until such time as satisfactory modifications have been reviewed and approved. 12. The right of way shall be restored to a condition equal to or better than the condition prior to beginning the The right of way shall be restored to a condition equal to or better than the condition prior to beginning the project before final acceptance will be provided. Punch lists shall be responded to prior to issuance of an acceptance memorandum signed by the CSXT representative. 13. No construction or entry upon the CSXT corridor is permitted until the document transaction is completed, you No construction or entry upon the CSXT corridor is permitted until the document transaction is completed, you are in receipt of a fully executed document, and you have obtained authority from CSXT's. 14. The front of the pipe shall be provided with mechanical arrangements or devices that will positively prevent the The front of the pipe shall be provided with mechanical arrangements or devices that will positively prevent the auger from leading the pipe so that no unsupported excavation is ahead of the pipe. The bore head/auger set-up (sketch or photos) shall be submitted by contractor and accepted by assigned CSXT representative prior to start of the jack & bore. 15. The operation shall be progressed on a 24-hour basis without stoppage (except for adding lengths of pipe) until The operation shall be progressed on a 24-hour basis without stoppage (except for adding lengths of pipe) until the leading edge of the pipe has reached the receiving pit. 16. The auger and cutting head arrangement shall be removable from within the pipe in the event an obstruction is The auger and cutting head arrangement shall be removable from within the pipe in the event an obstruction is encountered. 17. Pipeline shall be prominently marked at both sides of the CSXT property lines by durable, weatherproof signs Pipeline shall be prominently marked at both sides of the CSXT property lines by durable, weatherproof signs located over the centerline of the pipe in accordance with CSXT specifications. 18. If required, a dewatering plan in accordance with CSXT specifications will be submitted to the CSXT representative If required, a dewatering plan in accordance with CSXT specifications will be submitted to the CSXT representative for review and approval prior to any dewatering operations. Dewatering drawdown level at tracks shall be field verified that it meets the approved dewatering design prior to commencement of jack and bore operations. 19. Blasting is not permitted under, on, or adjacent to CSXT property. Blasting is not permitted under, on, or adjacent to CSXT property. 20. Jacking pit: identify hazards and put controls in place prior to start of excavation. Contractor shall erect a barrier Jacking pit: identify hazards and put controls in place prior to start of excavation. Contractor shall erect a barrier and construction fence along the face of jacking pit construction limits and not encroach past it when preparing the pit. Stake or mark pit as needed for digging. Erosion control devices shall be placed at the jacking and receiving pits protecting CSXT property and ditches to the satisfaction of the CSXT representative. 21. Excavation: If the excavation is 5 feet or greater in depth, the walls may be sloped at 1.5 horizontal to 1 vertical Excavation: If the excavation is 5 feet or greater in depth, the walls may be sloped at 1.5 horizontal to 1 vertical to reduce the risk of cave-ins or slides. A safe manner in which to enter and exit the excavation must be established. The toe of slopes in excavation shall in no case be undercut by power shovels, bulldozers, graders, blasting, or in any manner. Excavation shall not be made in excess of the authorized cross-section. 22. Backfill, cover or fence all excavations when unattended. The CSXT representative will approve the protection Backfill, cover or fence all excavations when unattended. The CSXT representative will approve the protection method and the type of fencing material. Set fenci ng back at least 3 feet (91 centimeters} from the edges of the excavation. Set fence posts securely in the ground and insure the fencing is securely tied to posts with zip ties or some other tie wrap product. 23. For any excavations permitted on CSXT property, all backfill in excavations and trenches sha ll be compacted to For any excavations permitted on CSXT property, all backfill in excavations and trenches sha ll be compacted to 95% maximum dry density as defined in ASTM standard d1557 and installed in six-inch lifts. In-situ soil shall be used for backfill material. Should additional offsite backfill material be needed, offsite material sources are t o meet state and residential clean fill requirements and be preapproved by CSXT's representative. CSXT does not require a specific testing requirement or standard for stone. 24. Track monitoring: prior to commencing jack & bore operations, contractor shall be required to conduct and Track monitoring: prior to commencing jack & bore operations, contractor shall be required to conduct and submit a baseline survey along the top of each rail under CSXT flagger protection and in accordance with the preapproved settlement monitoring construction submittal. Additional survey data shall be collected and submitted once each day during casing pipe installati on, or as directed by CSXT representative. Contractor shall also take elevation shots at top of tie and top of casing pipe before starting the bore to verify depth of cover proposed for the work has been met. 25. Projects that generate soils from CSXT property must adhere to CSXT's soil management policies. CSXT requires Projects that generate soils from CSXT property must adhere to CSXT's soil management policies. CSXT requires soils generated from its property to either be reused on CSXT property or properly disposed in a CSXT approved disposal facility. CSXT environmental department will handle waste characterization and profiling into an approved disposal facility. CSXT prohibits any environmental sampling on its property unless granted through a written environmental r ight-of-entry or approved in writing by the CSXT environmental department. The management of soi ls generated from CSXT property should be planned for and properly permitted (if applicable) prior to init iating any work on CSXT property. A list of CSXT approved laboratories and/or disposal facilities may be obtained from the CSXT manager environmental pro 26. CSXT does not represent or warrant the right-of-way dimensions depicted on these drawings. A third party survey CSXT does not represent or warrant the right-of-way dimensions depicted on these drawings. A third party survey is recommende d for verification and accuracy. 27. Upon completion of project construction, contractor must submit to CSXT the as-built plans showing the final Upon completion of project construction, contractor must submit to CSXT the as-built plans showing the final alignment on CSXT property, including actual depth of facility and any field change to location on CSXT property, pipe materials, number of innerducts, etc.

ADDITIONAL DETAILS

RAILROAD BORE-BRIARWOOD RD

WOODLAWN L/S FORCE MAIN

GREENWOOD, SOUTH CAROLINA

Greenwood Metropolitan District 110 Metro Drive Greenwood, SC 29646 Phone: (864) 943-8000

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GREENWOOD METROPOLITAN DISTRICT

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GREENWOOD, SOUTH CAROLINA

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PROJECT

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BURIED PLUG VALVE INSTALLATION

AutoCAD SHX Text 9/22/2026

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KEA

AutoCAD SHX Text NOTES: 1. PROVIDE DEZURIK PEF VALVE WITH MANUAL GEAR BOX, OR APPROVED EQUAL. PROVIDE DEZURIK PEF VALVE WITH MANUAL GEAR BOX, OR APPROVED EQUAL. 2. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS FOR APPLICATION. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS FOR APPLICATION. 3. VERIFY WORKING PRESSURE WITH GMD PRIOR TO ORDERING VALVES. VERIFY WORKING PRESSURE WITH GMD PRIOR TO ORDERING VALVES.

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6" PVC C900, CUT TO LENGTH

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10 GAUGE SOLID COPPER TRACER WIRE

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UPSTREAM

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DOWNSTREAM

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SEWER FORCE MAIN

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PS-10

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GREENWOOD, SOUTH CAROLINA

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DETAIL NO.

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TEES, CAPS AND PLUGS

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SOIL TYPE

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PSF

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SOFT CLAY 500

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90-DEGREE BEND

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45-DEGREE BEND

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22.5-DEGREE BEND

AutoCAD SHX Text NOTES: 1. THIS DETAIL IS PROVIDED AS A GENERAL GUIDELINE ONLY. THE ENGINEER SHALL THIS DETAIL IS PROVIDED AS A GENERAL GUIDELINE ONLY. THE ENGINEER SHALL DESIGN THRUST BLOCKS BASED ON ACTUAL TEST PRESSURES AND SOIL BEARING CAPACITIES. SEE NOTE 2. 2. THE TABLE SHOWN IS BASED ON A MAX TEST PRESSURE OF 1.5 X 150 PSI AND A THE TABLE SHOWN IS BASED ON A MAX TEST PRESSURE OF 1.5 X 150 PSI AND A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE VALUES ARE CALCULATED BY THE FOLLOWING EQUATION: BEARING AREA = THRUST AT 100 PSI X (TEST PRESSURE/100) THRUST AT 100 PSI X (TEST PRESSURE/100) SOIL BEARING PRESSURE WHERE TEST PRESSURE = 1.5 X 150 PSI HIGHER TEST PRESSURES AND LOWER SOIL BEARING CAPACITIES WILL REQUIRE LARGER THRUST BLOCKS. LOWER TEST PRESSURES AND HIGHER SOIL BEARING CAPACITIES MAY REQUIRE SMALLER THRUST BLOCKS. 3. THE BEARING AREA = "A" x "B". "B" SHOULD BE 1 TO 2 TIMES "A" BUT AT THE BEARING AREA = "A" x "B". "B" SHOULD BE 1 TO 2 TIMES "A" BUT AT LEAST EQUAL TO THE OUTSIDE PIPE DIAMETER. 4. "C" SHALL BE THE GREATER OF "A"/2 AND "B"/2. "C" SHALL BE THE GREATER OF "A"/2 AND "B"/2. 5. NO OVER-POUR OF CONCRETE FROM FORMS SHALL BE ALLOWED.NO OVER-POUR OF CONCRETE FROM FORMS SHALL BE ALLOWED.

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NOMINAL PIPE SIZE (IN)

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REQUIRED BEARING AREA (SQ FT)

AutoCAD SHX Text MUCK, PEAT, ETC 0 0 SOFT CLAY 500 500 SAND 1,000 1,000 SAND AND GRAVEL 1,500 1,500 SAND AND GRAVEL W/ CLAY 2,000 2,000 HARD PAN 4,000

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UNDISTURBED EARTH OR FIRM SUBGRADE

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CONC THRUST BLOCK

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UNDISTURBED EARTH OR FIRM SUBGRADE

AutoCAD SHX Text NOTES: : 1. THIS DETAIL IS PROVIDED AS A GENERAL GUIDELINE ONLY. THE ENGINEER SHALL THIS DETAIL IS PROVIDED AS A GENERAL GUIDELINE ONLY. THE ENGINEER SHALL DESIGN THRUST BLOCKS BASED ON ACTUAL TEST PRESSURES AND SOIL BEARING CAPACITIES. SEE NOTES 2, 3, 4 AND 5. 2. THE TABLE SHOWN IS BASED ON A MAX TEST PRESSURE OF 1.5 X 150 PSI AND A THE TABLE SHOWN IS BASED ON A MAX TEST PRESSURE OF 1.5 X 150 PSI AND A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE VALUES ARE CALCULATED BY THE FOLLOWING EQUATION: BEARING AREA = THRUST AT 100 PSI X (TEST PRESSURE/100) THRUST AT 100 PSI X (TEST PRESSURE/100) SOIL BEARING PRESSURE WHERE TEST PRESSURE = 1.5 X 150 PSI HIGHER TEST PRESSURES AND LOWER SOIL BEARING CAPACITIES WILL REQUIRE LARGER THRUST BLOCKS. LOWER TEST PRESSURES AND HIGHER SOIL BEARING CAPACITIES MAY REQUIRE SMALLER THRUST BLOCKS. 3. THE BEARING AREA = "A" x "B". "B" SHOULD BE 1 TO 2 TIMES "A" BUT AT THE BEARING AREA = "A" x "B". "B" SHOULD BE 1 TO 2 TIMES "A" BUT AT LEAST EQUAL TO THE OUTSIDE PIPE DIAMETER. 4. "C" SHALL BE THE GREATER OF "A"/2 AND "B"/2. "C" SHALL BE THE GREATER OF "A"/2 AND "B"/2. 5. FOR VALVES, FOLLOW TEE DETAIL WITH THRUST BLOCK UNDER VALVES. STRAP FOR VALVES, FOLLOW TEE DETAIL WITH THRUST BLOCK UNDER VALVES. STRAP BLOCKING TO VALVES WITH CAST IRON BAR STRAPS EMBEDDED IN CONC BLOCK. 6. NO OVER-POUR OF CONCRETE FROM FORMS SHALL BE ALLOWED.NO OVER-POUR OF CONCRETE FROM FORMS SHALL BE ALLOWED.

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STANDARD MANHOLE VENT PIPE

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GREENWOOD, SOUTH CAROLINA

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GREENWOOD METROPOLITAN DISTRICT

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NONE

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DETAIL NO.

AutoCAD SHX Text 3/16"

AutoCAD SHX Text 45%%221

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TYP

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SS-12

AutoCAD SHX Text 8/25/2026

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KEA

AutoCAD SHX Text NOTES: : 1. FOUR INCH DIAMETER FLANGED BY PLAIN END STAINLESS STEEL (SST) WALL PIPE FOUR INCH DIAMETER FLANGED BY PLAIN END STAINLESS STEEL (SST) WALL PIPE SHALL BE CAST IN PLACE (PLUMB) WITH BOLT HOLES IN FLANGE STRADDLING THE CENTER LINES. 2. FOUR INCH DIAMETER STEEL VENT PIPE TO BE FURNISHED WITH COMPATIBLE FOUR INCH DIAMETER STEEL VENT PIPE TO BE FURNISHED WITH COMPATIBLE FLANGE AND ALL NECESSARY STAINLESS STEEL HARDWARE FOR BOLTED ATTACHMENT. 3. PROVIDE SCREEN ON END OF VENT PIPES - MADE OF 2 SST BARS WELDED TO PROVIDE SCREEN ON END OF VENT PIPES - MADE OF 2 SST BARS WELDED TO INSIDE OF PIPE. 4. TOP OF VENT OPENING TO BE MINIMUM 4 FEET ABOVE GRADE TOP OF VENT OPENING TO BE MINIMUM 4 FEET ABOVE GRADE 5. CORE HOLE IN CASING PIPE AND WELD VENT WITH CONTINUOUS " WELD.CORE HOLE IN CASING PIPE AND WELD VENT WITH CONTINUOUS " WELD.14" WELD.

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4" SCH 40 STEEL PIPE

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1/2" SST BARS RECESSED 1" & 1 1/2" FROM OPNG (TYP)

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VENT HEIGHT AS SPECIFIED SEE NOTE 2

AutoCAD SHX Text 150# SLIP-ON TYPE WELDING FLANGES - INSTALL BLIND FLANGE TO CAP VENT WHERE SPECIFIED

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4-1/2" 316 SS BOLTS & FLAT WASHERS

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4" SCH. 40 SST PIPE SEE NOTES

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VENT OPENING

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VENT EL

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TYP

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NOTE 5

(MODIFIED FOR PROJECT)