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F1- 6" X 6" TEE & G.V. (HYD.)
F2 - 6" X 6" TEE & 2 G.V.
F3- 6" X 4" TEE & G.V.
RELOCATED 25'
ACCESS EASEMENT
(SEE PB. 53, PG. 159)
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PROVIDE DOUBLE
CHECK DETECTOR ASSEMBLY IN
HEATED FIRE SPRINKLER ROOM
(PER 2018 PLUMBING CODE FIRE SPRINKLER
SECTION 608.16.4) RISER ROOM
(TYP.)
UTILITY CONTRACTOR TO 4" SDR-135 P.V.C.
INSTALL
I CONTRACTOR IT
INSTALL TAIL PIECE OUT FIRE LINE
OF CLEANOUT FOR (REDUCE PER FIRE
CONTINUATION BY SPRINKLER PLAN)
PLUMBING CONTRACTOR
CLEANOUT .3
TO MAIN
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Tr *COORDINATE LOCATION
SIDEWALK WITH FIRE DEPARTMENT
& SPRINKLER DESIGN
'4" BUILDING 4" BUILDING"
2" P.V.C. WATER SANITARY SEWER SANITARY SEWER 2" P.V.C. WATER
SERVICE SERVICE SERVICE SERVICE
W/ PRESSURE FITTINGS (TYP.) (TYP.) W1 PRESSURE FITTINGS
TO MAINS
BUILDING SERVICE DETAIL
Water and/or Sanitary Sewer:
i. The most current edition of The City of Winston-Salem Technical Specifications and Detail
Drawings for Water Line and Sanitary Sewer Line Construction will govern all water and
sanitary sewer construction.
2. Acceptable working conditions of sanitary sewer structures and piping shall be verified by
the contractor and all conditions found to be unacceptable shall be reported to Utilities
Field Operations at 336-727-8000, prior to any connections, extensions, or structures
being installed. The Contractor shall be responsible for cleanup and repair of
unacceptable conditions that result from failure to report such conditions prior to
commencing work or that result from work being performed.
3. Sanitary Sewer connections shall be service weight cast iron soil pipe with 4-inch
cleanouts and shall meet City of Winston-Salem specifications.
4. Proposed public or private hydrants installed or relocated shall meet or exceed City of
Winston-Salem's specifications and detail C-41 to include hydrant tee, valve, and National
Standard threads. Private hydrants shall be equipped with a reduced pressure detector
assembly and shall be painted red.
5. Density tests by an independent testing lab are to be made as directed by the City
Inspector at the Owner's expense.
Final Inspection Procedure:
1. Owner submits Record Drawings and Engineer's Certification to the Engineering Division's
Record Center.
2. Upon approval by the Record Center, Owner may request final inspection for water
and/or sanitary sewer. Owner shall then submit the construction checklist for water
and/or sanitary sewer to the City inspector. lob
3. A Letter of Acceptance will be issued after the construction is inspected and after the
developer provides record drawings, any necessary easements (in a form satisfactory to
the City) and Proof of Payment (indicating water and sanitary sewer costs separately,
excluding connections costs, along with an itemized breakdown of the actual cost of
installed materials). See Section Vill of this document for a standard easement form and
Proof of Payment documents.
BWAPlanners
4 V
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: [phone]
Web: www.borum-wade.com
N.C. License #: C-0868
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AUGUST 9,2024
JECT:
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45° F3 d 1 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF WINSTON-SALEM AND NCDEQ STANDARDS V)
01-N 0! D AND SPECIFICATIONS. y
FH4 2. UTILITY CONTRACTOR TO PROVIDE ALL NECESSARY APPURTENANCES TO CONSTRUCT BUILDING SERVICE EX.
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1. Contractor is responsible for locating all existing utilities prior to start of construction. FH2 INV.: 862.13 (D V)
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most current standards of the Land Quality Section of the NCDENR.
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3. Stabilization stone under piping to be placed as required by City Inspector when
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4. As a minimum requirement, all graded areas not under pavement and within the ni� <
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right-of-way and/or easements shall be prepared, fertilized and limed, seeded, and Z13 Z --WIN (PVT) F53 i i V)
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mulched immediately upon completion of construction as follows (Application rate PER /xl1" WATER ACCESS EASEMEN cc
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1,000 SQUARE FEET): MH E U
(CITY STD.) MH-D (SEE PB. 53, PG. 159),,
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Type I Seeding (Lawns or other focal areas) 5 AM SWR.
WATER (PRIVATE) cc
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100 lbs. of lime X \� , F3 Z
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20 lbs. of 10-20-20 or 20 lbs. of 10-10-10 in combination with 4 lbs of 0-46-0
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5 Ibs. of tall fescue, containing a blend of 2 or more tall fescues
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1 lb. of Kenblue or Kentucky Bluegrass P C
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1 lb. of winter annual rye (November I to March 1) �6 F
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Type 11 Seeding (General or low maintenance areas)
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100 lbs. of lime
EX. 15" S.D.
15 lbs. of 10-20-20 or 15 lbs. of 10-10-10 in combination with 3 lbs. of 0-46-0 INV.: 866.24
r meter.
4 lbs. of tall fescue, containing a blend of 2 or more tall fescues 13. Backflow prevention assembly size shall match the dimension of the water 10
1 lb. of sericea lespedeza (use unscarified seed August 15 to February 1) 0
6" D.I.
14. if work is to be done on an existing Hydrant more than thirty years old, contact Utilities EX. SAN. MANHOLE- 20'SANITARY WATER (PUBLIC)
lb. of German millet (May 1 to August 15)
Field Operations to have Hydrant exchanged for a new Hydrant. EX.TOP:880.78 SEWER OWNER/DEVELOPER:
EASEMENT EX. JUNCTION BOX
1 lb. of rye grain (prior to May 1 or after August 15)
15. Engineer of Record is responsible for ensuring that the fire line from the back of the EX. INV. IN: 869.6
EX. 15" F.E.S.
EX.NtY. OUT: 869. 4 1 PEGRAM LANDING 11
Seeding mixtures other than those listed above must be approved by the City Inspector backflow preventer to the building is installed to the most current edition of the North 14 �4-,e - -_ 11 1, 1 EX. 15" R.C.P.
Carolina Fire Code. ftwy i I /
INV.: 870.76 LIMITED PARTNERSHIP
x, INV.: 868.73 EX�)y204 W. FRIENDLY AVENUE
prior to seeding. 16. Underground fire lines from the backflow preventer to the property side must be R.C.P.R.C. P.
E70.62
inspected by Fire Department personnel prior to covering. Flushing of these lines must A GREENSBORO, NORTH CAROLINA 27410
\ /I \ ANTI -SEEPAGE
5. Prior to requesting a final inspection, the Owner must submit Record Drawings and \ \ Z- V -669-3587
ule COLLAR 336
also be witnessed by Fire Department personnel. Please call [phone] to schedule
Engineer's Certification to the Engineering Division's Record Center. The Owner must also these activities. Fire lines from the public water main to the backflow preventer must be MH-F CONTACT: CHARLIE HERITAGE
X
submit the construction checklist to the City Inspector. inspected by Utilities Field Operations. Call [phone] to arrange for construction EX. D.I. 12" X 6" T.S. & VALVE WITH 6" DUCTILE IRON PIPE
6. All work must carry a one-year warranty to cover all defects in materials and EX. TOP: 872.62 FROM TAP THROUGH DOUBLE CHECK ASSEMBLY
inspection prior to installation. 5 X\, INV.: 869.55 DRAWN BY: KLM
workmanship. F.H.
-of-way, the Contractor must have a copy 17. All Fire Department connections shall be provided with a Knox locking cap. Please visit
7. Prior to beginning any work within NCDOT right DATE: MARCH 30,2021
https://www.knoxbox.com/winstonsalem or call [phone] for ordering information.
of the three -party encroachment agreement on the job site. Contact NCDOT at
18. Existing water connections not intended for reuse shall be terminated at the main. W, NEW 6" DOMESTIC WATER CONNECTION WITH A 6" ABOVE
REVISIONS:
336-747-7900. GROUND REDUCED PRESSURE ASSEMBLY TO CITY OF WINSTON JUNE 5, 2021
through 2" connections the corporation shall be cut-off and the copper service line cut SALEM SPECIFICATION. SHALL INCLUDE CONCRETE PAD,
-650-7654 to arrange for construction inspection. 5
8. Contact Utilities Field Operations at 336 thru at the corporation. 3" through 10" connections the tapping valve and sleeve or tee PROVISION FOR 110 AC, APPROVED HEAT SOURCE, TAMPER SEPTEMBER 23, 2021
A City Inspector will approve Backflow Preventer Type, vault, exact location, and SWITCH WIRING FROM BUILDING TO ENCLOSURE, AND ASSE
1060 CERTIFIED ENCLOSURE. INSTALLA 6" GMUL MASTER OCTOBER 40-021
shall be removed and replaced with mechanical joint sleeves and ductile iron pipe
inspection requirements prior to installation. A City Inspector must be present when installed to city of Winston-Salem standard. Vaults or boxes shall be property removed or
--- --- METER, WHICH SHALL INCLUDE REGISTERS IN CUBIC FEET.
making or terminating water and sewer connections into new or existing water and sewer
demolished. Connections intended for reuse are subject to assessment and upgrade.
lines. 19. Contact Utilities Field Operations at [phone] for assistance.
20'PUBLIC UTILITY EASEMENT
14258" SDR PVC 9. All construction, materials, and sanitation procedures shall meet or exceed the For all proposed meters 3" or larger, Omni C2 type meters will be used. Please note that / / ,
requirements of the North Carolina Plumbing Code and The City of Winston-Salem the lay length for this meter type differs from the Octave meters. The lay length for the 'SAN. SEWER / /
SHEET TITLE:
Technical Specifications and Detail Drawings. Omni C2 meter type is as follows: 2" WATER SERVICE & UTILITY
10. Contact City Link at 336-727-8000 for street cut permit and prior to any street cuts. 4" SANITARY SEWER SERVICE
EX. SAN. MANHOLE @) PLAN
11. Cross -connection control protection devices are required based on degree of health EX. TOP: 877.40 COORDINATE WITH PLUMBING PLAN
Meter Size Lay Length h"
hazard involved as listed in Appendix B of the rules governing Public Water Systems in 3" 1711 EX. INV. IN: 867.90 [ EX. M H 40 SCALE
North Carolina. These guidelines are the minimum requirements. The devices shall meet EX. INV. IN: 868.03 [MH-E] 4" P.V.C. FIRE SERVICE AND
American Society of Sanitary Engineering (ASSE) Standards or be on the University of 411 2011 EX. INV. OUT: 867.83 DOUBLE CHECK DETECTOR ASSEMBY FILE NO: F: \South Cr1\Pe9rom *II-Lewis1\Site Plon.dwg
611 2411 (PER 2018 PLUMBING CODE SECTION 608.16.4)
Southern California approval list. The devices shall be installed and tested (both initial and DRAWING SCALE: 1" = 40'
811 30-1/8 SR,0� r IN FIRE SPRINKLER ROOM
annual testing thereafter) in accordance with the manufacturer's recommendations or the 1011 COORDINATE WITH PLUMBING PLAN
GRAPHIC SCALE _,S�04
local crass -connection control program, whichever is more stringent. 41-1/8" 0 . 3 6 PLAN SHEET NO.
0 20' 40' 80' 120' 160' RIGI-17.1
12. As of July 1, 2011, all meters shall be purchased through the City/County Utilities Division. tamuffism Lyn= FIRE DEPARTMENT CONNECTION
MWIRM 4? QlC-3
Contractors and Developers can purchase meters at the Utilities Business Office off the 111 = 401 100' MAX DISTANCE TO F.H.
lobby of the Stuart Municipal Building, 100 E. First Street.
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INV. OUT= t365.38 8657 65
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Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: [phone]
Web: www.boruin-wade.com
N.C. License #: C-0868
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OWNER/DEVELOPER:
PEGRAM LANDING 11
LIMITED PARTNERSHIP
7204 W. FRIENDLY AVENUE
GREENSBORO, NORTH CAROLINA 27410
336-669-3587
CONTACT: CHARLIE HERITAGE
DRAWN BY: KLM
DATE: MARCH 30,2021
REVISIONS: JUNE 5, 2021
SEPTEMBER 23, 2021
AUGUST 8,2024
SHEET TITLE:
PROFILES -PLAN
SANITARY SEWER
40 SCALE
FILE NO: F:\South Cr*\Pegrom 'II-Lewis*\Site Plon.dwq
DRAWING SCALE: 111 = 401
PLAN SHEET NO.
I" = 4'VERTICAL
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