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EXISTING WATER
EXISTING SAN, SEWER
PROPOSED WATER
PROPOSED SAN. SEWER
EXISTING STORM
PROPOSED STORM
PROJECT AREA (PHASE 1)
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.
Legend
2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINIMINED IN ACCORDANCE WITH THE MOS F
518- Rebar Placed
4)
CURRENT STANDARDS Of THE LAND QUALITY SECTION OF THE NCOEMLR,
Iron Found (As Noted)
0
3, STABILIZATION STONE UNDER PIPING TO BE PLACED AS REQUIRED BY CITY INSPECTOR WHEN CONDITIONS
Poin t
X
WARRANT.
Boundary Line
4. AS A MINIMUM REQUIREMENT, Al I GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE RIGHT-OF-WAY
Unsurveyed Line
AND/OR EASEMENTS SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED, AND MULCHED IMMEDIATELY
UPO N C OM P LE � 10 N Of C ONSTRUCTI ON AS FOLL OWS (APPLICATIO N RATE PER 1, 000 SQUARE FE ET):
Adjoining Boundary Line
Access Ebsement
AE AE —
TYPE I SEEDING (LAWNS OR OTHER FOCAL AREAS)
Sanitary Sewer Easement
— SE — SE —
100 LBS. OF LIME
Right—of—fty Agreement
— R/w— R/w-
20 LBS. OF 10-20-20 OR 20 LEE. OF 10-10-101 IN COMBINATION WITH 4 LBS OF 0-46-0
Sanitary Manhole
(3)
5 LBS. OF, TA LL FESCUE, CON"[ MINING A BLE NO Of 2 OR M OR E TALL FESCU ES
1 LB. OF KENBLUE OR KENTUCKY BLUEGRASS
Lamp
14
I LB. OF WINI ER ANN UA L RYE (NOVEM BEA I TO MARCH 1)
Power Meter
TYPE 11 SEEDING (GENERAL OR LOW MAINTENANCE
Utility Pole
Aerial Utility
AU ..... - AU —
100 LBS. OF LIME
Guy Wire
15 LES. OF 10-20-201 OR 15 LBS. OF ID-10-10 IN COMBINATION WITH 3 LBS. OF 0-46-0
4 LBS, OF TALL FES�CUE, CONTAINING A BLEND OF 2 OR MORE TALL RESCUES
Utility Pedestal
W
I LB� DF SERICEA LESPEDEZA (USE UNSCARMED SEED AUGUST 15 TO FEBRUARY 1)
U Telephone Line
/G
I T —,
1/4 I.B. OF GERMAN MILLET (MAY 1 TO AUGUST 15)
1 LB. OF RYE GRAIN (PRIOR TO MAY 1 OR AFIER AUGUST 15)
Yard Inlet
Storm Pipe
4-­ SO, SD
SEEDING MIX I URES OTHER I I IANTTIOSE LISTED ABOVE MUST BE APPROVED BY THE CfTY INSPECTOR PRIOR TO
Water Valve
SEEDING
Water Meter
5. PRIOR TO REQUESTING A FINAL INSPECTION, THE OWNER MUST SUBMIT RECORD DRAWINGS AND, ENGINEEWS
Fire Hydran t
�cl C
CER nAcAi IGNI 10 THE ENGINEERING DIVISION'S RECORD CENTER, THE OWNER MUST ALSO SUBMFTTHE
CONSTRUCTION CHECKLIST TO THE CITY INSPECTOR.
Well
0
Mailbox
16
6. ALL WORK MUST CARRY A ONE-YEAR WARRANTY TO COVER ALL DEFECTS IN MATERIALS AND WORKMANSHIP.
Fence
X
7. PRIOR TO BEGINNING ANY WORK WITHIN NCDO"fRIGHT-OF-WAY,. I HE CON TRACI OR MUS I HAVE A COPY OF THE
Creek
THREE -PARTY ENCROACHMENT AGREEMENT ON THE JOB SITE,
Wetiond Line
WL WL —
8. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR MUST NOTIFY THE CITY AT LEAST THREE (3) BUSINESSIDAYS,
Floodway Line
BEFORE THE PLANNED START OF WORK. ANY WORK PERFORMED PRIOR TO NOTIFYING THE CITY IS SUBJECT TO
100 Year Flood Line
REJECTION BY THE CITY. THE CONTRACTOR MUST ALSO CONTACT PIE ENGINEERING FIELD OFFICE
(33�6-727-2362): TO A FRANC E FOR CO NSTR U C TION INSPECTION.
Test Bore
WATER AND/08 SANITARY SEWER
Exist Roadside Ditch
—0 0
Gas Main
G —G—
I . THE MOSTCURRENI EDITION OF THE THE CITY OF WINSTON-SAILEM TECHNICAL SPECIFICATIONS AND DETAIL
DRAWINGS FOR WATER, LINE AND SANITARY SEWER LINE CONSTRUCTION WILL GOVERN ALL WATER AND
SANITARY SEWER CONSTRUCTION.
2. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTI IER ATTHE CENTER OF EACH LOT. CONNECTIONS
VE
ARE TO BE SPACED NOT MORE THAN 30'CENTER TO CENTER AND HA' WOODEN STAKES PLACED ON EACH SIDE.
STAKES SHOULD BE FLAGGED OR PAINTED FOR VISIBILITY,
AS DIRECTED BY THE CITY INSPECTOR AT
3. DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO BE MADE
THE OWNER'S EXPENSE.
FINAL INSPECTION PFIOCEDURE�
TIOIN TO THE ENGINEERING DIVISION'S RECORD
I . OWNER SUBMIT S RECORD DRAWINGS ENGINEERS CERTIRCA
CENTER.
2. UPON ARROVAL BY THE RECORD, CENTER, OWNER MAY REQUEST FINAL INSPECTION FOR WATER AND/OR
SANITARY SEW ER. OVVNE R SHALL TH E N SU BM IT THE GO N STIR U CTION C H E C KUST TO R WAIT ER AN D/O R SAM[TARY
SEWER TO THE C" INSPECTOR.
GENERAL NOTES
1� EXISTING SITE FEATURES, AND PROPERTY DATA FROM SURVEY PROVIDED BY ENCOMPASS SURVEYING.
2. OBTAIN ALL APPLICABLE PERMITS AND PLAN APPROVALS PRIOR TO BEGINNING WORK
1 CONTRACT OR IS RESPONSIBLE FOR VERIFYING ALL DOSTING FEATURES PRIOR TO START OF CONSTRUCTION. CALL 811. ANY
DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON T'HE PLANS SHALL BE BROUGH IG THE
ATTENTION OF THE ENGINEER IMMEDIATELY,
4. 1 HE CONTRACTOR WILL BE REGUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS WITH ALL R,OADS,
STORM DRAINS, AND UTILITIES ENTERING THIS PROJECT.
5, NO SUB SU RFAC E INVEST IGNTIONS OF DE I ER MI NAT ION HAS BEEN MADE BY THE EN GI N EER. THE CONTRACTOR S HOULD MAKE
HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS,
6, CONTRACTOR SHALL IBE RESPONSIBLE FOR LOCATING, RELOCATING, AVOIDING, AND PROTECTING ALL EXISTING UTILITIES AND
FEATURES ON'SITE.
7. PRIOR TO FINAL ACCEPTANCE THE CONTRACTOR SHALL ULTIMATELY BE RESPONSIBLE FOR CORRECTING OR SEEING TO THE
CORRECTION OF ALL PROBLEMS ASSOCIATED WITH THE PROJECT, INCLUDING THOSE ITEMS NOT NECESSARILY COVERED BY
THE PLANS, TO ENSURE THE SATISFACTORY COMPLETION OF THE TOTAL, FROJEC I.
8�. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE REMOVAL AND/OR RELOCATION OF ANY EXISTING
UTILITY POLES, GUY WIRES, AND/OR ANY OTHER EXISTING FEATURES AS REQUIRED.
9, CONTRACTORMUST CONSTRUCI ALL WORK UNDERTHE SUPERVISIONIOF A QUALIFIED GEOTECHNICAL FIRM.
10� ALL WORKMANSHIP AND MATERIALS TO CONFORM WITH NCO10T SPECIFICATIONS AND DRAWINGS UNLESS OTHERWISE NOTED.
111� CORNER I OT DRfVFWAYS MUST BE AT LEAST 15 FEET FROM THE TANGENCY OF THE CURB RADII OF THE INTERSECTING STREET.
ADDITIONALLY, THE DRIVEWAY MUST BE CONSTRUCTED ALONG THE 'STOP' CONTROLLED STREET AT LEAST 20 FEET FROM THE BACK OF
CURD FROM THE THROUGH GUILE TTO PREVENT ENCROACHMENT INTO THE MIGHT DISTANCE TRIANGLE.
12. LOT GRADING. INCLUDING DRAINAGE EASEMENTS,, WILL NEED TO BE SHOWN ON THE L07 PLANS OR ATTACHED TO THE LOT PLANS
S 06 M ITTED FOR RU ILDING PERM ITS.
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42 11113
EXISTING GAS MAIN FROM SURVEY
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11 U2'
SURVEYING ON 4113/21
FLUSH CURB
43 12
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MAIL
108.35,� � 1 6, _AI, ': OPENING OUTLET
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FIRE HYDRANT SA GRASSED SWALE `00, 4& JA AL AL J, AL JA AL At A4 & ak &2, 'A" Deed Book 1954, Page 1903 U.
URB OUTLET Deed Book 7191 Page 1.394
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(TYMCk) EASEMENT
175 FLUSH CURB 4 .6, 4, %M & J� %& ALP 40 �& &L �� A. i& A& A. .4t A, U A. �14 .4� .44- .94 A� �U U 44 At it, %dk �M U �U
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MAIIIAMNAINCE "OPEN OUTLET ;,0,7
EASEMEN 180 f4r, M.—full 4, �& �U 4, �U A� 4, 4k �U �& A4 A, A4 A& L A4 A, A. A4 i& A, L A, A. L A. A, A� -& A� A, �9, A,
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BUTTIA 167
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AND PMVER SHAU BE I 5ANrTARy=-' 240'VEGETATED 4;
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Deed Book 1960, lax 3309
FIN "97-95- 79
Now or FarmeHy
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Deed 9 k*1954,, Page 1903
Deed Book 1191 Page 1394
Geed Book 60�, Pa5e J58
AMVM47F LONRON OF PIN 6807-04-3 32
WA TER MAIN FROM Cff OF WI SAL& PMECT 86,65-p
iYJST 2' PL40C W AM ALONC SAMWW DRW.
EASEMENT
(REM DR4WWG SHEU I OF 4 DAIED 09110118) &
PROI ATM
8445 (RECIM DRAWING WM OF 2 D
0712
1O'R/W DEDI
CATION
S A
LEGEND
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PHASE1
PROJECT AREA
PHASE 2
t
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PHASE3
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GRASSED
SWALE
GRASSED
SWALE
SWALE
GRASSED
17, LANDSCAPE -
EASEMENT
to
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Cog
PHASE1
PROJECT AREA
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TYPE III
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ACCESS EASEMENI
101 x 70'SIGHT
(TYP)
EASEMENI
1Ux 30'SIGN EASEMENT
A_91WLT WIVE
10' x 30' SIG N EASE M E N T
100
VNEGATIVE ACCESS
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PHASE I PROJECT AREA
PROJECT AREA IN PHASE 1 16,583.95 SF
11'Q W*W[M ;g
=11IIIS Im
_
FLOOR PLANS
PLAN NAME
CITY
KERSHAW A
12
DORCHESTER B
8
MERIWETHER B
33
McDOWELL B
1
PALMER A
4
VICTOR A
20,
NO FIELD SURVEYING BY LABELLA; INFORMATION
FROM: ENCOMPASS SURVEYING. PRELIMINARY
VVETLAND FEATURES WERE �ESTIMATED BY PILOT
ENVIRONMENTAL INC. & ENCOMPASS SURVEYING.
01
0 so 100
(IN FEET
1 Irich = 100 It.
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LaBeLLa
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93�9 Burke Street, St. H
Winston-Salem, NC 27103
[phone]
C#043�O
Email.- [e-mail]
NA C A t�)
22052
46
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0 2021 LaBella Associates
Water & SoNver
Utilities Direclor Date
Approval by the Iftilities Director of the water and
sewer irifnistructure depieled in these plans does not
consaitute approval for any other purpose than that set
forth in Section 64 of the Water Systcrn Poticy ind
Section 36 of aw Smer Systorn Poliq of the
City/Counfy Utility (' oinjuission. To the extent other
enn ts, I s or the like rnust lic
obtained to complotc this projoct, such WV s7ccifically
1104 grazaad by this; approval and must be obtahied by
the I)cvctcvper aiuVor his dcsignm
Apprmal of tlwsz water & simitaly smer Plans (loc-
not constitute approvat for construction. Approval of
cowstruction must he in to; I �vriftcn agreement.
Failure to obtain such agrccnI Prior to bcginning of
constniction, mill relieve the City of any financial
participation in this project vilmatsfiever.
CITY OF WINSTON-SAIEM
BY:
4
4/1 al2l
NICIDECT STORMWAIER BUA COMMENTS
3
4/13/21
GAS MARJI SURVEY INFORMATION
2
3/26/21
NCOOT COMMENTS
1 ......
3/26/21
CITY WINSTON SALEM UTILITY CO MMENITS
NO:
DESCRIPTION:
LE�ISIONS
PROJECT NUMBER
2210366
DRAWN BY,
B,WS
FILMEWED BY�
PAS
ISSUED FOR�
CONSTRUCTION
DNI E,
1/1 ?_/21
DRAWING NAME:
DRAWING NUMBFR: