04 Cumberland_Co_-_Assembly_Court_Solid_Waste_Convenience_Center_Utilities_Plan_Bid_Issue_3.pdf

PDF 16 MB Posted Jun 11, 2025

Attached to: Convenience Center & Recycling Facility Construction: Assembly Court and Parkton Solid Waste Convenience Center
Solicitation number: 600600ConRec
Issued by: Cumberland County, North Carolina

About this file

Written by GovTribe AI · Jun 11, 2025

This document is a set of construction drawings and details for the Cumberland County Solid Waste Management Department's Assembly Court Solid Waste Convenience Center project located in Fayetteville, North Carolina. The drawings, prepared by Smith+Gardner Engineers in March 2025, are marked "For Bidding" and "Not for Construction", indicating they are bid issue documents. The project involves constructing a new solid waste convenience center and recycling facility, with detailed utility plans, site layouts, erosion control specifications, ground stabilization requirements, and materials handling guidelines. The drawings cover existing conditions, site plans, sewer and water utility profiles, site and utility details, erosion and sedimentation control, and NCDEQ (North Carolina Department of Environmental Quality) compliance documentation.

The drawings include comprehensive technical specifications for utility installations, including water and sewer line requirements, pavement details, concrete washout procedures, and environmental control measures. The project site is located in Cumberland County, with specific parcel information including a REID number 0433091645000 and PIN 0433-09-1645. The facility will operate from 7:30 AM to 5:30 PM Monday through Saturday, with zoning designated as M(P) (likely a manufacturing or industrial park zone). The drawings provide extensive details on ground stabilization, materials handling, self-inspection protocols, recordkeeping, and reporting requirements as mandated by North Carolina environmental regulations, emphasizing proper waste management, erosion control, and environmental protection during construction.

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Other files

File	Type	Posted
01 Bidding & Contract Requirements_Assembly Court+Parkton_2025June.pdf	PDF	Jun 11, 2025
03 24077 Cumberland Co Parkton IFC 2025-04-11.pdf	PDF	Jun 11, 2025
05 Cumberland_County_-_Brisson_Road_Solid_Waste_Convenience_Center_Bid_Issue_4.pdf	PDF	Jun 11, 2025
02 22003 Cumberland Landfill (Assembly Ct) - IFC 2025-03-13.pdf	PDF	Jun 11, 2025

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SITE LOCATION MAP

NOT TO SCALE

STANDARD DETAIL CALLOUT

SECTION REFERENCED

SHEET WHERE SECTION IS PRESENTED

SHEET SET REVISION NUMBER

STANDARD DETAIL LABEL AND CALLOUT

DETAIL REFERENCED

STANDARD SECTION LOCATION

CALLOUT (SHEET AND DETAIL)

STANDARD REVISION

CALLOUT (SHEET AND DETAIL)

SHEET WHERE DETAIL

IS PRESENTED

SHEET WHERE DETAIL

IS PRESENTED

DETAIL REFERENCED

CUMBERLAND COUNTY, NORTH CAROLINA

CUMBERLAND COUNTY SOLID WASTE MANAGEMENT DEPARTMENT

ASSEMBLY COURT SOLID WASTE CONVENIENCE CENTER

CONVENIENCE CENTER & RECYCLING FACILITY

CONSTRUCTION DRAWINGS

MARCH 2025

NOT FOR CONSTRUCTION

FOR BIDDING

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SEAL

Electronic files are instruments of service provided by Smith Gardner, Inc. for the convenience of the intended recipient(s), and no warranty is either expressed or implied. Any reuse or redistribution of this document in whole or part without the written authorization of Smith Gardner, Inc., will be at the sole risk of the recipient. If there is a discrepancy between the electronic files and the signed and sealed hard copies, the hard copies shall govern. Use of any electronic files generated or provided by Smith Gardner, Inc., constitutes an acceptance of these terms and conditions.

NC LIC. NO. F-1370 (ENGINEERING)

SC COA NO. C01488

14 N. Boylan Avenue, Raleigh NC 27603919.828.0577

SMITH GARDNER+

1526 Richland St., Columbia SC 29201

1 9/24 UTILITY UPDATES

2 3/25 RE-BID

3 5/25 RE-BID

4 5/25 RE-BID ADDENDUM 1

5 6/25 RE-BID

SHEET NO. DRAWING NO. DRAWING TITLE REVISION NO.

1 -- TITLE - COVER SHEET

2 S1 EXISTING CONDITIONS

3 S2 SITE PLAN

4 P1 SEWER UTILITY PROFILE

5 P2 WATER UTILITY PROFILE

6 D1 SITE DETAILS

7 D2 UTILITY DETAILS (SHEET 1 OF 4)

8 D3 UTILITY DETAILS (SHEET 2 OF 4)

9 D4 UTILITY DETAILS (SHEET 3 OF 4)

10 D5 UTILITY DETAILS (SHEET 4 OF 4)

11 EC1 EROSION & SEDIMENTATION CONTROL DETAILS (SHEET 1 OF 2)

12 EC2 EROSION & SEDIMENTATION CONTROL DETAILS (SHEET 2 OF 2)

13 NCG01 GROUND STABILIZATION AND MATERIALS HANDLING (NCDEQ)

14 NCG02 SELF-INSPECTION, RECORDKEEPING, AND REPORTING (NCDEQ)

Know what's below.

before you dig.Call

Docusign Envelope ID: 6A46E76C-29E1-4F39-8B56-AE2540C47663

6/9/2025

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CHEROKEE

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MHS RIM:98.89' IN:92.85' OUT:92.48'

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ASSEMBLY COURT SR 3905 - 60' R/W

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TOM STARLING ROAD SR 2220 - R/W VARIES

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20' UTILITY EASEMENT PER PB 89 PG 165

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SITE LOCATION 575 ASSEMBLY COURT

AutoCAD SHX Text DEVELOPMENT NAME: ASSEMBLY COURT SOLID WASTE CONVENIENCE CENTER OWNER: CUMBERLAND COUNTY, NORTH CAROLINA ZONING : M(P) SITE ACREAGE: 3.81 ACRES PROPOSED BUILDING SQUARE FOOTAGE: 327 SF

AutoCAD SHX Text PROPOSED USE: CONVENIENCE CONTAINER AND RECYCLING FACILITY. DESCRIPTION: A COUNTY-OWNED, -LEASED OR -OPERATED SITE, GENERALLY TWO ACRES OR LESS IN SIZE, SERVING THE SURROUNDING COMMUNITY FOR THE TEMPORARY COLLECTION, STORAGE AND TRANSFERENCE OF SOLID WASTE, YARD WASTE AND RECYCLABLES. INDICATE A TABULATION OF THE TOTAL SQUARE FOOTAGE OF THE PROPERTY TO BE DEVELOPED, SHOWING WHAT PERCENTAGE AND NUMBER OF SQUARE FEET IS PROPOSED TO BE DEVOTED TO USES, INCLUDING OFF-STREET PARKING OR LOADING AREAS, OPEN OR LANDSCAPED AREAS AND OTHER MAJOR USES.

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AutoCAD SHX Text SAFETY NOTE: Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection.

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TOM STARLING ROAD SR 2220

(VARIABLE R/W)

ASSEMBLY COURT - SR 3905

(60 R/W)

Know what's below.

before you dig.Call

NOT FOR CONSTRUCTION

FOR BIDDING

14 N. Boylan Avenue, Raleigh NC 27603

SC COA NO. C01488

919.828.0577

PROJECT TITLE:

DRAWING TITLE:

REV. DATE DESCRIPTION

DESIGNED:

DRAWN:

APPROVED:

PROJECT NO:

SCALE:

FILENAME:

PREPARED BY:

PREPARED FOR:

SHEET NUMBER: DRAWING NUMBER:

DATE:

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NC LIC. NO. F-1370 (ENGINEERING)

1526 Richland St., Columbia SC 29201

SMITH

GARDNER

ENGINEERS

CUMBERLAND COUNTY

SOLID WASTE

MANAGEMENT DEPARTMENT

FAYETTEVILLE,

NORTH CAROLINA

ASSEMBLY COURT

SOLID WASTE

CONVENIENCE CENTER

EXISTING CONDITIONS

J.C.L.

J.R.G.

CUMBERLAND 21-8

AS SHOWN

AUG. 2022

CUMBERLAND-D0156

2 S1

1 9/24 UTILITY UPDATES

2 3/25 RE-BID

3 5/25 RE-BID

Docusign Envelope ID: 6A46E76C-29E1-4F39-8B56-AE2540C47663

6/9/2025

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MHD RIM:100.20' IN:94.99' OUT:95.00'

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MHS RIM:100.34' IN:91.27' OUT:91.23'

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18"RCP

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MHS RIM:98.89' IN:92.85' OUT:92.48'

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CI HOOD:98.68' IN:95.85' OUT:95.72'

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6"PVC

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AutoCAD SHX Text REFERENCES: 1. EXISTING TOPOGRAPHY PROVIDED BY JOYNER KEENY TOPOGRAPHIC SURVEY TITLED "LOT EXISTING TOPOGRAPHY PROVIDED BY JOYNER KEENY TOPOGRAPHIC SURVEY TITLED "LOT 6B, PLAT BOOK 116 PAGE 196" DATED OCT. 19 2021 WITH SUPPLEMENTAL TOPOGRAPHY PROVIDED BY NORTH CAROLINA SPATIAL DATA 2014 LIDAR. 2. PROPERTY LINE, EASEMENTS, AND SITE UTILITIES PROVIDED BY JOYNER KEENY PROPERTY LINE, EASEMENTS, AND SITE UTILITIES PROVIDED BY JOYNER KEENY TOPOGRAPHIC SURVEY TITLED "LOT 6B, PLAT BOOK 116 PAGE 196" DATED OCT. 19 2021. 3. EXISTING WATER AND SEWER INFORMATION FROM DRAWING SET ENTITLED "CUMBERLAND EXISTING WATER AND SEWER INFORMATION FROM DRAWING SET ENTITLED "CUMBERLAND INDUSTRIAL CENTER - GRADING, PAVING, DRAINAGE & UTILITY IMPROVEMENTS PHASE VIII (ASSEMBLY COURT)" BY MOORMAN, KIZER & REITZEL, INC. DATED AUG. 22, 1995.

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EXISTING 2' CONTOUR (SEE REFERENCE 1)

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AutoCAD SHX Text N/F BLUE SKY'S FAYETTEVILLE STEEL, LLC DB 9572 PG 780 PB 77 PG 16 LOTS 6 & 7 PIN: 0423-99-7730

AutoCAD SHX Text N/F DALE K. DUECK AND WIFE BEULAH A. DUEK DB 9792 PG 389 PB 116 PG 196 LOTS 6A PIN: 0423-99-9442

AutoCAD SHX Text N/F MONMOUTH REAL ESTATE INVESTMENT CORP. DB 4666 PG 294 PB 89 PG 165 LOTS 7 PIN: 0433-08-2886

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50' MIN. BUILDING SETBACK

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EXISTING FIRE HYDRANT (SEE NOTE 4)

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±356LF OF EXISTING18" RCP STORM DRAIN @ 0.18% SLOPE

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PROJECT: ASSEMBLY COURT SOLID WASTE

OWNER: CUMBERLAND COUNTY

117 DICK STREET

FAYETTEVILLE, NC 28301

PHONE: (910) 814-6156

ENGINEER: SMITH GARDNER, INC.

14 N. BOYLAN AVE.

RALEIGH, NC 27603

PHONE: (919) 828-0577

SITE DATA:

REID: 0433091645000

PIN: 0433-09-1645

DEED BOOK 2927, PAGE 153

RECORDED: JULY 01, 1984

ZONED: M(P)

CURRENT LAND USE CLASSIFICATION: CUMBERLAND INDUSTRIAL CENTER

PROPOSED LAND USE CLASSIFICATION: RECYCLING COLLECTION CENTERS &

SOLID WASTE CONTAINER SITES (MANNED)

ROCKFISH TOWNSHIP

CUMBERLAND COUNTY, NORTH CAROLINA

THIS PROJECT IS NOT LOCATED IN THE 100-YEAR FLOOD PLAIN

FIRM PANEL #3720042300J & FIRM PANEL #3720043300J; EFFECTIVE DATE; JAN. 5, 2007

ZONE: M(P)

OPERATING HOURS: 7:30 AM - 5:30 PM M-SAT

SETBACKS REQUIRED:

FRONT 100 FT

SIDE 50 FT

REAR 50 FT

Know what's below.

before you dig.Call

NOT FOR CONSTRUCTION

FOR BIDDING

14 N. Boylan Avenue, Raleigh NC 27603

SC COA NO. C01488

919.828.0577

PROJECT TITLE:

DRAWING TITLE:

REV. DATE DESCRIPTION

DESIGNED:

DRAWN:

APPROVED:

PROJECT NO:

SCALE:

FILENAME:

PREPARED BY:

PREPARED FOR:

SHEET NUMBER: DRAWING NUMBER:

DATE:

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NC LIC. NO. F-1370 (ENGINEERING)

1526 Richland St., Columbia SC 29201

SMITH

GARDNER

ENGINEERS

CUMBERLAND COUNTY

SOLID WASTE

MANAGEMENT DEPARTMENT

SITE PLAN

CUMBERLAND 21-8

AS SHOWN

AUG. 2022

CUMBERLAND-D0157

3 S2

1 9/24 UTILITY UPDATES

2 3/25 RE-BID

ASSEMBLY COURT - SR 3905

(60 R/W)

Docusign Envelope ID: 6A46E76C-29E1-4F39-8B56-AE2540C47663

6/9/2025

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12"PVC

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MHD RIM:100.20' IN:94.99' OUT:95.00'

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MHS RIM:100.34' IN:91.27' OUT:91.23'

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18"RCP

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CI HOOD:98.68' IN:95.85' OUT:95.72'

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AutoCAD SHX Text REFERENCES 1. EXISTING TOPOGRAPHY PROVIDED BY JOYNER KEENY TOPOGRAPHIC SURVEY TITLED "LOT EXISTING TOPOGRAPHY PROVIDED BY JOYNER KEENY TOPOGRAPHIC SURVEY TITLED "LOT 6B, PLAT BOOK 116 PAGE 196" DATED OCT. 19 2021 WITH SUPPLEMENTAL TOPOGRAPHY PROVIDED BY NORTH CAROLINA SPATIAL DATA 2014 LIDAR. 2. PROPERTY LINE, EASEMENTS, AND SITE UTILITIES PROVIDED BY JOYNER KEENY PROPERTY LINE, EASEMENTS, AND SITE UTILITIES PROVIDED BY JOYNER KEENY TOPOGRAPHIC SURVEY TITLED "LOT 6B, PLAT BOOK 116 PAGE 196" DATED OCT. 19 2021. 3. EXISTING WATER AND SEWER INFORMATIONFROM DRAWING SET ENTITLED "CUMBERLAND EXISTING WATER AND SEWER INFORMATIONFROM DRAWING SET ENTITLED "CUMBERLAND INDUSTRIAL CENTER - GRADING, PAVING, DRAINAGE & UTILITY IMPROVEMENTS PHASE VIII (ASSEMBLY COURT)" BY MOORMAN, KIZER & REITZEL, INC. DATED AUG. 22, 1995.

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TOM STARLING ROAD SR 2220 (VARIABLE R/W)

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RIGHT OF WAY

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BUILDING SETBACK

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PROPOSED 2' CONTOUR

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50' MIN. BUILDING SETBACK

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50' MIN. BUILDING SETBACK

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AGGREGATE SURFACING

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DRAINAGE CHANNEL

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ALL-WEATHER ACCESS

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ASPHALT SURFACING

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10-FT VEGETATIVE BUFFER

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CHAIN LINK FENCE

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EXISTING WOODED AREA TO BE MAINTAINED

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BACKFLOW PREVENTER

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WATER METER

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SEWER CLEANOUT

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MAINTAIN AT LEAST 10FT HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LATERAL

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PROPOSED WATER LINE

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PROPOSED SEWER

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HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88

AutoCAD SHX Text NOTES 1. EXISTING UTILITIES TO BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. EXISTING UTILITIES TO BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. CONSTRUCTION WILL NOT COMMENCE UNTIL ALL NECESSARY NCDOT AND CONSTRUCTION WILL NOT COMMENCE UNTIL ALL NECESSARY NCDOT AND FAYETTEVILLE PWC PERMITS HAVE BEEN OBTAINED FOR THE PROJECT. 3. VEGETATIVE BUFFER: VEGETATIVE BUFFER: A. A VEGETATIVE BUFFER SHALL BE A MINIMUM OF THREE FEET IN HEIGHT AT TIME A VEGETATIVE BUFFER SHALL BE A MINIMUM OF THREE FEET IN HEIGHT AT TIME OF PLANTING TO REACH A HEIGHT OF SIX FEET WITHIN THREE CALENDAR YEARS; B. SOLID NON-VEGETATIVE FENCING SHALL HAVE A MINIMUM HEIGHT OF SIX FEET; SOLID NON-VEGETATIVE FENCING SHALL HAVE A MINIMUM HEIGHT OF SIX FEET; C. BUFFER VEGETATIVE SHALL BE LOCATED BETWEEN ANY FENCE AND THE COMMON BUFFER VEGETATIVE SHALL BE LOCATED BETWEEN ANY FENCE AND THE COMMON PROPERTY LINE. 4. LIGHTING MUST COMPLY WITH THE CUMBERLAND COUNTY ZONING ORDINANCE, SECTION LIGHTING MUST COMPLY WITH THE CUMBERLAND COUNTY ZONING ORDINANCE, SECTION 1102 (M). 5. PROPOSED FACILITY RECEIVED SITE PLAN APPROVAL (PLAN NO. DEV-0192-22) FROM PROPOSED FACILITY RECEIVED SITE PLAN APPROVAL (PLAN NO. DEV-0192-22) FROM CUMBERLAND COUNTY ON 8/28/2023. 6. EROSION AND SEDIMENTATION CONTROL PLAN FOR SITE INCLUDING THE DRIVEWAY EROSION AND SEDIMENTATION CONTROL PLAN FOR SITE INCLUDING THE DRIVEWAY APPROVED BY NCDEQ FAYETTEVILLE REGIONAL OFFICE UNDER PROJECT NUMBER CUMBE-2023-056. 7. SITE HAS NPDES CONSTRUCTION STORMWATER COVERAGE UNDER PERMIT NO. SITE HAS NPDES CONSTRUCTION STORMWATER COVERAGE UNDER PERMIT NO. NCC224091. 8. LOCATION OF EXISTING UTILITIES TO BE VERIFIED IN FIELD BY THE CONTRACTOR. LOCATION OF EXISTING UTILITIES TO BE VERIFIED IN FIELD BY THE CONTRACTOR. 9. FIRE LINE IS NOT NEEDED FOR THIS PROJECT. FIRE LINE IS NOT NEEDED FOR THIS PROJECT. 10. PWC O&M ENDS AT METERS AND THE FIRST SSCO FROM THE MAIN OR EASEMENT PWC O&M ENDS AT METERS AND THE FIRST SSCO FROM THE MAIN OR EASEMENT LINE. 11. SANITARY SEWER LATERAL TO BE 6" DIA. DIP WHERE FILL ABOVE THE LATERAL < 3'. SANITARY SEWER LATERAL TO BE 6" DIA. DIP WHERE FILL ABOVE THE LATERAL < 3'. 12. ENSURE WATER METER IS OUTSIDE OF ASPHALT PAVEMENT. ENSURE WATER METER IS OUTSIDE OF ASPHALT PAVEMENT. 13. PROPOSED GRADES SHOWN REPRESENT TOP OF FINISHED GRADE OR TOP OF PROPOSED GRADES SHOWN REPRESENT TOP OF FINISHED GRADE OR TOP OF PAVEMENT/AGGREGATE SURFACING IN APPLICABLE AREAS.

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10' WIDE VEGETATIVE BUFFER

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CHAIN LINK FENCE AND GATE

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CONCRETE PAVEMENT FOR COMPACTOR AREA (TYP.)

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SITE ENTRANCE

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±309LF EXISTINGPUBLIC 8" VCP SEWER MAIN @ 0.4% SLOPE

AutoCAD SHX Text 6" DIA. SDR-26 PVC LATERAL CONNECT TO EXISTING PUBLIC SANITARY SEWER MANHOLE (SEE NOTE 11)

AutoCAD SHX Text 1" WATER METER AND FITTINGS WITH DOUBLE CHECK VALVES AND 1" BACKFLOW PREVENTER (SEE NOTE 12)

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PROPOSED 1" IPS PEPRIVATE WATER LATERAL

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EXISTING PUBLIC 12" PVC WATER MAIN

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SEWER CLEANOUT WITH TRAFFIC BEARING COVER

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±365LF OF EXISTING18" RCP STORM DRAIN @ 0.18% SLOPE

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EXISTING FIRE HYDRANT (SEE NOTE 4)

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PROPOSED 6" DIA. PVC PRIVATE SEWER LATERAL @ 1% SLOPE (MIN.) (SEE NOTE 11)

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TRANSITION FROM 6" PVC TO 6" DIP (SEE NOTE 11)

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PROPOSED 1" IPSPE WATER LATERAL

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MHS RIM: 98.89' EXISTING 6" SS IN: 92.85' NEW 6" SS IN: 92.68' OUT: 92.48'

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FIBER-OPTIC BOX (FLUSH)

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40'-4" OF 6" SSSERVICE FROM TAP TO PVC SSCO AT 1% SLOPE

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6" PVC

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6" HYDRANT GATE VALVE

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12" MJ PLUG

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CLEANOUT TOP: 99.26' INV: 93.58'

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DC-3

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CULVERT (TYP.)

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STONE FILTER FENCE (TYP.)

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EC1

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EC1

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RIP RAP OUTLET PROTECTION

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EC1

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SILT FENCE (TYP.)

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EC1

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INFILTRATION TRENCH

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EC2

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DC-2

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DC-1

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DRAINAGE CHANNEL

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EC1

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EXTERIOR LIGHTS

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CONCRETE PAVEMENT

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EXTERIOR LIGHTS

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Know what's below.

before you dig.Call

NOT FOR CONSTRUCTION

FOR BIDDING

14 N. Boylan Avenue, Raleigh NC 27603

SC COA NO. C01488

919.828.0577

PROJECT TITLE:

DRAWING TITLE:

REV. DATE DESCRIPTION

DESIGNED:

DRAWN:

APPROVED:

PROJECT NO:

SCALE:

FILENAME:

PREPARED BY:

PREPARED FOR:

SHEET NUMBER: DRAWING NUMBER:

DATE:

G :\C

\C um be rla nd

C ou nt y\

C um be rla nd

\s he et s\

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SEAL

NC LIC. NO. F-1370 (ENGINEERING)

1526 Richland St., Columbia SC 29201

SMITH

GARDNER

ENGINEERS

CUMBERLAND COUNTY

SOLID WASTE

MANAGEMENT DEPARTMENT

SEWER UTILITY PROFILE

AUG. 2022

CUMBERLAND-D0157

4 P1

1 9/24 UTILITY UPDATES

2 3/25 RE-BID

3 5/25 RE-BID

4 5/25 RE-BID ADDENDUM 1

6/9/2025

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LEGEND:

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EXISTING GROUND SURFACE

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PROPOSED GROUND SURFACE

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SEWER PIPES

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NOT TO SCALE

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PROFILE

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RIGHT OF WAY BOUNDARY

AutoCAD SHX Text NOTES: 1. PROPOSED FACILITY RECEIVED SITE PLAN APPROVAL (PLAN NO. DEV-0192-22) FROM PROPOSED FACILITY RECEIVED SITE PLAN APPROVAL (PLAN NO. DEV-0192-22) FROM CUMBERLAND COUNTY ON 8/28/2023. 2. EROSION AND SEDIMENTATION CONTROL PLAN FOR SITE INCLUDING THE DRIVEWAY EROSION AND SEDIMENTATION CONTROL PLAN FOR SITE INCLUDING THE DRIVEWAY APPROVED BY NCDEQ FAYETTEVILLE REGIONAL OFFICE UNDER PROJECT NUMBER CUMBE-2023-056. 3. SITE HAS NPDES CONSTRUCTION STORMWATER COVERAGE UNDER PERMIT NO. NCC224091. SITE HAS NPDES CONSTRUCTION STORMWATER COVERAGE UNDER PERMIT NO. NCC224091. 4. FLOW TEST FOR FIRE HYDRANT 005875 COMPLETED ON 11/17/23. FLOW TEST FOR FIRE HYDRANT 005875 COMPLETED ON 11/17/23. 5. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. 6. FIRE LINE IS NOT NEEDED FOR THIS PROJECT. FIRE LINE IS NOT NEEDED FOR THIS PROJECT. 7. PWC O&M ENDS AT METERS AND THE FIRST SSCO FROM THE MAIN OR EASEMENT LINE. PWC O&M ENDS AT METERS AND THE FIRST SSCO FROM THE MAIN OR EASEMENT LINE. 8. SANITARY SEWER LATERAL TO BE 6" DIA. DIP WHERE FILL ABOVE THE LATERAL < 3'.SANITARY SEWER LATERAL TO BE 6" DIA. DIP WHERE FILL ABOVE THE LATERAL < 3'.

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SEWER LATERAL CONNECTION TO BUILDING

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PROPOSED 15" DIA. RCP CULVERT

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NCDOT RIGHT OF WAY

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60" DIA. EXISTING MANHOLE RIM = 98.89'

AutoCAD SHX Text PROPOSED 6" DIA. PVC @ 1% SLOPE INV. IN = 92.68' CONNECT TO EXISTING MANHOLE VIA OPEN TRENCH

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EXISTING 18" DIA. RCP STORM DRAIN

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EXISTING 6" DIA. PVC INV. IN = 92.85'

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EXISTING 8" DIA. VCP INV. OUT = 92.48'

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PROPOSED SEWER CLEANOUT WITH TRAFFIC BEARING COVER

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TRANSITION BETWEEN 6" DIP AND 6" PVC (SEE NOTE 8)

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6" DIP WHERE FILL ABOVE SEWER LATERAL IS < 3'

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40'-4" OF 6" PWC PORTION(SEE NOTE 7)

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WATER LINE

Know what's below.

before you dig.Call

NOT FOR CONSTRUCTION

FOR BIDDING

14 N. Boylan Avenue, Raleigh NC 27603

SC COA NO. C01488

919.828.0577

PROJECT TITLE:

DRAWING TITLE:

REV. DATE DESCRIPTION

DESIGNED:

DRAWN:

APPROVED:

PROJECT NO:

SCALE:

FILENAME:

PREPARED BY:

PREPARED FOR:

SHEET NUMBER: DRAWING NUMBER:

DATE:

G :\C

\C um be rla nd

C ou nt y\

C um be rla nd

\s he et s\

C U

N D

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SEAL

NC LIC. NO. F-1370 (ENGINEERING)

1526 Richland St., Columbia SC 29201

SMITH

GARDNER

ENGINEERS

CUMBERLAND COUNTY

SOLID WASTE

MANAGEMENT DEPARTMENT

WATER UTILITY PROFILE

AUG. 2022

CUMBERLAND-D0157

5 P2

1 9/24 UTILITY UPDATES

2 3/25 RE-BID

6/9/2025

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EXISTING GROUND SURFACE

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PROFILE

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RIGHT OF WAY BOUNDARY

AutoCAD SHX Text NOTES: 1. PROPOSED FACILITY RECEIVED SITE PLAN APPROVAL (PLAN NO. DEV-0192-22) FROM PROPOSED FACILITY RECEIVED SITE PLAN APPROVAL (PLAN NO. DEV-0192-22) FROM CUMBERLAND COUNTY ON 8/28/2023. 2. EROSION AND SEDIMENTATION CONTROL PLAN FOR SITE INCLUDING THE DRIVEWAY EROSION AND SEDIMENTATION CONTROL PLAN FOR SITE INCLUDING THE DRIVEWAY APPROVED BY NCDEQ FAYETTEVILLE REGIONAL OFFICE UNDER PROJECT NUMBER CUMBE-2023-056. 3. SITE HAS NPDES CONSTRUCTION STORMWATER COVERAGE UNDER PERMIT NO. NCC224091. SITE HAS NPDES CONSTRUCTION STORMWATER COVERAGE UNDER PERMIT NO. NCC224091. 4. FLOW TEST FOR FIRE HYDRANT 005875 COMPLETED ON 11/17/23. FLOW TEST FOR FIRE HYDRANT 005875 COMPLETED ON 11/17/23. 5. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. 6. FIRE LINE IS NOT NEEDED FOR THIS PROJECT. FIRE LINE IS NOT NEEDED FOR THIS PROJECT. 7. PWC O&M ENDS AT METERS AND THE FIRST SSCO FROM THE MAIN OR EASEMENT LINE.PWC O&M ENDS AT METERS AND THE FIRST SSCO FROM THE MAIN OR EASEMENT LINE.

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WATER LATERAL CONNECTION TO BUILDING

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NCDOT RIGHT OF WAY

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EXISTING 18" RCPSTORM DRAIN

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PROPOSED 1" IPS PE PRIVATEWATER LATERAL

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EXISTING 8" VCPPUBLIC SEWER MAIN

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WET TAP AND CONNECT EXISTING 12" PVC PUBLICWATER MAIN VIA OPEN TRENCH

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WATER METER WITH 1" DOUBLE CHECK BACKFLOW PREVENTER

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MAINTAIN AT LEAST 3.5' DEPTH FROM PROPOSED GROUND

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NOT FOR CONSTRUCTION

FOR BIDDING

14 N. Boylan Avenue, Raleigh NC 27603

SC COA NO. C01488

919.828.0577

PROJECT TITLE:

DRAWING TITLE:

REV. DATE DESCRIPTION

DESIGNED:

DRAWN:

APPROVED:

PROJECT NO:

SCALE:

FILENAME:

PREPARED BY:

PREPARED FOR:

SHEET NUMBER: DRAWING NUMBER:

DATE:

G :\C

\C um be rla nd

C ou nt y\

C um be rla nd

\s he et s\

C U

N D

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SEAL

NC LIC. NO. F-1370 (ENGINEERING)

1526 Richland St., Columbia SC 29201

SMITH

GARDNER

ENGINEERS

CUMBERLAND COUNTY

SOLID WASTE

MANAGEMENT DEPARTMENT

SITE DETAILS

CUMBERLAND 21-8

AS SHOWN

AUG. 2022

CUMBERLAND-D0158

6 D1

1 9/24 UTILITY UPDATES

2 3/25 RE-BID

6/9/2025

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PREPARED SUBGRADE

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TYPE GT-S GEOTEXTILE

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6" (MIN.) CLASS II NCDOT AGGREGATE BASE COURSE

AutoCAD SHX Text NOTES: : 1. AGGREGATE BASE COURSE SHALL MEET THE GRADING REQUIREMENTS IN NCDOT AGGREGATE BASE COURSE SHALL MEET THE GRADING REQUIREMENTS IN NCDOT SECTION 520 AND BE OBTAINED FROM AN APPROVED NCDOT SOURCE. 2. AGGREGATE SHALL BE PLACED AND COMPACTED IN 8-INCH THICK (IN-PLACE) AGGREGATE SHALL BE PLACED AND COMPACTED IN 8-INCH THICK (IN-PLACE) LIFTS TO 100 PERCENT ITS STANDARD PROCTOR MAXIMUM DRY DENSITY. 3. GEOTEXTILE SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 180 LBS, GEOTEXTILE SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 180 LBS, MINIMUM PUNCTURE RESISTANCE OF 75 LBS, TRAPEZOIDAL TEAR OF 75 LBS, AND AOS OF LESS THAN 0.6 MM.

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NCDOT AGGREGATE BASE COURSE

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NONWOVEN GEOTEXTILE 8 OZ./SY OR ENGINEER APPROVED EQUIVALENT (SEE NOTE 3)

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10'-0" MAX

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10'-0" MAX

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10'-0" MAX

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12'-5" MAX

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POST BRACE

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TENSION ROD AND TURNBUCKLE (TYP)

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TENSION WIRE

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6'-0" MIN.

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NOTE 1, 5

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%%UMAIN GATE

AutoCAD SHX Text NOTES 1. APPLY 1" (MINIMUM) CROWN ABOVE GRADE SURFACE. APPLY 1" (MINIMUM) CROWN ABOVE GRADE SURFACE. 2. INSTALL PREFABRICATED METAL CAP WITH LOCKING GROVE. VERTICAL PIPE EMBEDDED IN INSTALL PREFABRICATED METAL CAP WITH LOCKING GROVE. VERTICAL PIPE EMBEDDED IN CONCRETE WILL NOT BE ACCEPTED. 3. ALL POLES TO BE COATED WITH AMERCOAT 235 (FORMERLY BAR-RUST 235) TO A MIN. OF 6" ALL POLES TO BE COATED WITH AMERCOAT 235 (FORMERLY BAR-RUST 235) TO A MIN. OF 6" ABOVE FINAL GRADE. NOTE: BITUMASTIC 50 COAL TAR EPOXY MAY BE SUBSTITUTED. 4. CONSTRUCTION SHALL MEET OR EXCEED THE REQUIREMENTS OF NESC C2-2007 FOR SEVEN CONSTRUCTION SHALL MEET OR EXCEED THE REQUIREMENTS OF NESC C2-2007 FOR SEVEN FEET OF OVERALL HEIGHT. 5. WASHED STONE WILL NOT BE IN PLACE AT THE TIME OF FENCE INSTALLATION. FENCE WASHED STONE WILL NOT BE IN PLACE AT THE TIME OF FENCE INSTALLATION. FENCE CONTRACTOR SHALL EXTEND FOOTINGS 1 FOOT (MIN.) ABOVE SUBGRADE AT THE TIME OF INSTALLATION SO THAT FINAL FOOTING ELEVATION WILL BE ABOVE FINISH GRADE. FINISH GRADE. GRADE. 6. BARBED WIRE SHALL BE ZINC COATED DOUBLE-STRAND TWISTED WIRE WITH 14 GAUGE ZINC, BARBED WIRE SHALL BE ZINC COATED DOUBLE-STRAND TWISTED WIRE WITH 14 GAUGE ZINC, OR ALUMINUM COATED, 4 POINT BARBS SPACED ON APPROXIMATELY 5 INCH CENTERS. MINIMUM WEIGHT OF ZINC COATING SHALL BE 0.8 OZ/FT . MINIMUM WEIGHT OF ALUMINUM 2. MINIMUM WEIGHT OF ALUMINUM COATING SHALL BE 0.3 OZ/FT .2.

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WAX MYRTLE (15' HIGH)

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PROPERTY LINE

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6' HIGH CHAIN LINK FENCE

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FORSYTHIA (8'-10' HIGH)

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PREPARED SUBGRADE

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TYPE GT-S GEOTEXTILE

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11" 4,500 PSF CONCRETE PAVEMENT

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FORSYTHIA

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CONCRETE PAVEMENT

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ALL-WEATHER ACCESS

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VEGETATIVE BUFFER

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CHAIN LINK FENCE AND GATES

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SHEET NO.

DWG. NO.

DATE: JAN. 01, 2025

DWG. BY: FAYPWC

APPROVED BY: K.A.H.

NO. DATE REVISION

WATER RESOURCES

ENGINEERING DEPARTMENT

S1-SEWER-NOTES.dwg

GENERAL NOTES

SANITARY SEWER UTILITY

S.1

1. ALL SEWER MAINS, LATERALS, AND APPURTENANCES SHALL BE INSTALLED AND TESTED IN

ACCORDANCE WITH FAYETTEVILLE FAYPWC STANDARDS.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

3. CONSTRUCTION STAKING IS REQUIRED FOR ALL FAYPWC WATER AND SEWER UTILITY

INSTALLATIONS. CUT SHEETS, SIGNED AND SEALED BY A NC PLS, SHALL BE PROVIDED TO THE

FAYPWC WATER RESOURCES ENGINEERING DEPARTMENT AND THE CONTRACTOR IN ADVANCE

OF CONSTRUCTION FOR FAYPWC WATER AND SEWER UTILITIES.

4. CONTRACTOR SHALL MAINTAIN A COPY OF THE SIGNED AND SEALED CUT SHEET ON THE JOB

SITE. CONSTRUCTION ON FAYPWC WATER AND SEWER UTILITIES CANNOT BEGIN UNTIL THE

CONTRACTOR POSSESSES, ON SITE, A SIGNED AND SEALED CUT SHEET FROM THE

PROFESSIONAL LAND SURVEYOR.

5. ALL NEW WATER AND SEWER MAINS, LATERALS, AND APPURTENANCES SHALL BE TESTED

AND/OR DISINFECTED IN ACCORDANCE WITH FAYETTEVILLE FAYPWC STANDARDS PRIOR TO

PLACING INTO SERVICE.

6. CONTRACTOR SHALL COORDINATE TESTING AND INSPECTION WITH THE FAYETTEVILLE FAYPWC

PROJECT COORDINATOR.

7. ALL DUCTILE IRON PIPE IN SANITARY SEWER SERVICE SHALL HAVE AN INTERIOR LINING OF

PROTECTO 401 OR APPROVED EQUAL.

8. ALL NEW MANHOLES ARE TO BE VACUUM-TESTED IN ACCORDANCE WITH FAYETTEVILLE FAYPWC

STANDARDS.

9. CONTRACTOR SHALL REPAIR ALL SEWER LATERALS AND MAINS DAMAGED DURING

CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY REPORT ALL SEWER MAIN AND LATERAL

BREAKS TO THE FAYPWC PROJECT COORDINATOR. THE CONTRACTOR SHALL INITIATE IMMEDIATE

REPAIRS IN ACCORDANCE WITH FAYPWC STANDARDS.

10. TRANSFER OF SEWER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS:

A. INSTALL AND TEST NEW MAINS, MANHOLES, AND LATERALS. CLEANOUTS SHALL

BE INSTALLED 18" INSIDE R/W UNLESS OTHERWISE DIRECTED BY FAYPWC.

B. CONNECT EXISTING PLUMBING TO NEW LATERAL UTILIZING THE NECESSARY

FITTINGS AS DIRECTED BY FAYPWC.

C. AFTER ALL SERVICES HAVE BEEN TRANSFERRED TO THE NEW MAIN, THE

EXISTING SEWER SYSTEM SHALL BE ABANDONED IN ACCORDANCE WITH

FAYPWC REQUIREMENTS.

11. CONTRACTOR SHALL ABANDON ("KILL-OUT") ANY EXISTING SEWER SERVICES THAT WILL NOT BE UTILIZED BY UNCOVERING THE EXISTING LATERAL AT THE MAIN, CUT AND PLUG AT BOTH ENDS, REMOVE THE EXISTING CLEANOUT AND COMBINATION, AND PLUG THE TAP OR TEE AT THE MAIN.

FOR LATERALS THAT CONNECT TO A MANHOLE AND ARE TO BE ABANDONED ("KILLED-OUT"), THE

LATERAL SHALL BE REMOVED FROM THE MANHOLE AND THE REMAINING VOID IN THE MANHOLE

SHALL BE FILLED WITH BLOCK AND MORTAR.

12. SEWER PLUGS SHALL BE INSTALLED TO ELIMINATE ANY DEBRIS OR OTHER MATERIAL FROM

ENTERING THE ACTIVE SEWER SYSTEM. UPON ACCEPTANCE OF THE NEW SEWER SYSTEM, THE

CONTRACTOR SHALL CLEAN THE NEW MAINS, REMOVE ALL DEBRIS, AND THEN REMOVE THE

PLUG.

13. ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISHED GRADE, IN ACCORDANCE WITH FAYPWC REQUIREMENTS.

14. ALL WORK ON FAYPWC SEWER UTILITIES (MAINS, LATERALS, ETC) SHALL BE PERFORMED BY A

LICENSED UTILITY CONTRACTOR. THE FAYETTEVILLE PUBLIC WORKS COMMISSION SHALL

OBSERVE AND APPROVE ALL WORK ON FAYPWC SEWER UTILITIES. ALL WORK SHALL BE

COMPLETED IN ACCORDANCE WITH FAYPWC REQUIREMENTS.

15. SEPARATION REQUIREMENTS:

A. LATERAL SEPARATION OF SEWER AND WATER MAINS: WATER MAINS SHALL BE LAID AT LEAST

10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWER MAIN/LATERAL, UNLESS LOCAL

CONDITIONS OR BARRIERS PREVENTS A 10-FOOT LATERAL SEPARATION - IN WHICH CASE:

i. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM

OF THE WATER MAIN AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER

MAIN/LATERAL; OR

ii. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER MAIN/LATERAL WITH THE

WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH AND WITH

THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18-INCHES ABOVE THE

TOP OF THE SEWER MAIN/LATERAL.

B. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 11, 2025.