SW4200702_Plansheet - Utility Plan_20210810

UTILITY LEGEND
UTILITY EASEMENT
SANS
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
Q
SANITARY MANHOLE
®
SANITARY CLEANOUT
w
PROPOSED WATERMAIN
EXISTING WATERMAIN
'�
PROPOSED BEND
ISI
PROPOSED TEE
®
PROPOSED GATE VALVE
d
PROPOSED REDUCER
PROPOSED HYDRANT ASSEMBLY
- - -OHP- - -
EXISTING OVERHEAD POWER
cd
EXISTING POWER STRUCTURE
- UFO -
EXISTING UNDERGROUND COMMUNICATION
PROPOSED NATURAL GAS
- G- -
EXISTING NATURAL GAS
- - - - - - - - - - -
EXISTING STORM SEWER
PROPOSED STORM SEWER
GENERAL:
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR
TO START OF CONSTRUCTION.
2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED
IN ACCORDANCE WITH THE MOST CURRENT STANDARDS OF THE LAND
QUALITY SECTION OF THE NCDENR.
3. STABILIZATION STONE UNDER PIPING TO BE PLACED AS REQUIRED BY CITY
INSPECTOR WHEN CONDITIONS WARRANT.
4. AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT
AND WITHIN THE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE PREPARED,
FERTILIZED AND LIMED, SEEDED, AND MULCHED IMMEDIATELY UPON
COMPLETION OF CONSTRUCTION AS FOLLOWS (APPLICATION RATE PER 1,000
SQUARE FEET):
TYPE I SEEDING (LAWNS OR OTHER FOCAL AREAS)
100 LBS. OF LIME
20 LBS. OF 10-20-20 OR 20 LBS. OF 10-10-10 IN COMBINATION WITH 4 LBS OF
0-46-0
5 LBS. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES
1 LB. OF KENBLUE OR KENTUCKY BLUEGRASS
1 LB. OF WINTER ANNUAL RYE (NOVEMBER 1 TO MARCH 1)
TYPE II SEEDING (GENERAL OR LOW MAINTENANCE AREAS)
100 LBS. OF LIME
15 LBS. OF 10-20-20 OR 15 LBS. OF 10-10-10 IN COMBINATION WITH 3 LBS. OF
0-46-0
4 LBS. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES
1 LB. OF SERICEA LESPEDEZA (USE UNSCARIFIED SEED AUGUST 15 TO
FEBRUARY 1)
'/4 LB. OF GERMAN MILLET (MAY 1 TO AUGUST 15)
1 LB. OF RYE GRAIN (PRIOR TO MAY 1 OR AFTER AUGUST 15)
SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE MUST BE APPROVED
BY THE CITY INSPECTOR PRIOR TO SEEDING.
5. PRIOR TO REQUESTING A FINAL INSPECTION, THE OWNER MUST SUBMIT
RECORD DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERING
DIVISION'S RECORD CENTER. THE OWNER MUST ALSO SUBMIT THE
CONSTRUCTION CHECKLIST TO THE CITY INSPECTOR.
6. ALL WORK MUST CARRY A ONE-YEAR WARRANTY TO COVER ALL DEFECTS IN
MATERIALS AND WORKMANSHIP.
7. PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHT-OF-WAY, THE
CONTRACTOR MUST HAVE A COPY OF THE THREE -PARTY ENCROACHMENT
AGREEMENT ON THE JOB SITE. CONTACT 336-703-6600.
8. CONTACT CONSTRUCTION AND MAINTENANCE AT 336-771-5130 TO ARRANGE
FOR CONSTRUCTION INSPECTION. A CITY INSPECTOR WILL APPROVE
BACKFLOW PREVENTER TYPE, VAULT, EXACT LOCATION, AND INSPECTION
REQUIREMENTS PRIOR TO INSTALLATION. A CITY INSPECTOR SHALL BE
PRESENT WHEN MAKING OR TERMINATING WATER AND SEWER
CONNECTIONS INTO NEW OR EXISTING WATER AND SEWER LINES.
9. ALL CONSTRUCTION, MATERIALS, AND SANITATION PROCEDURES SHALL
MEET OR EXCEED THE REQUIREMENTS OF THE NORTH CAROLINA PLUMBING
CODE AND THE CITY OF WINSTON-SALEM TECHNICAL SPECIFICATIONS AND
DETAIL DRAWINGS.
10. CONTACT RENATA LEONARD AT 336-747-6998 OR CITY LINKAT 336-727-8000
FOR STREET CUT PERMIT AND PRIOR TO ANY STREET CUTS.
11. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED
BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX B
OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA.
THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL
MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS
OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE
DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC
TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL
PROGRAM, WHICHEVER IS MORE STRINGENT.
12. AS OF JULY 1, 2011, ALL METERS SHALL BE PURCHASED THROUGH THE
CITY/COUNTY UTILITIES DIVISION. CONTRACTORS AND DEVELOPERS CAN
PURCHASE METERS AT THE UTILITIES BUSINESS OFFICE OFF THE LOBBY OF
THE STUART MUNICIPAL BUILDING, 100 E. FIRST STREET.
13. ENGINEER OF RECORD IS RESPONSIBLE FOR ENSURING THAT THE FIRE LINE
FROM THE BACK OF THE BACK FLOW PREVENTER TO THE BUILDING IS
INSTALLED TO THE MOST CURRENT EDITION OF THE NORTH CAROLINA FIRE
CODE.
14. IF WORK IS TO BE DONE ON AN EXISTING HYDRANT MORE THAN THIRTY
YEARS OLD, CONTACT UTILITIES CONSTRUCTION AND MAINTENANCE TO
HAVE HYDRANT EXCHANGED FOR A NEW HYDRANT.
15. EXISTING WATER CONNECTIONS NOT INTENDED FOR REUSE SHALL BE
TERMINATED AT THE MAIN. %" THROUGH 2" CONNECTIONS THE
CORPORATION SHALL BE CUT-OFF AND THE COPPER SERVICE LINE CUT THRU
AT THE CORPORATION. 3" THROUGH 10" CONNECTIONS THE TAPPING VALVE
AND SLEEVE OR TEE SHALL BE REMOVED AND REPLACED WITH MECHANICAL
JOINT SLEEVES AND DUCTILE IRON PIPE INSTALLED TO CITY OF
WINSTON-SALEM STANDARD. VAULTS OR BOXES SHALL BE PROPERLY
REMOVED OR DEMOLISHED. CONNECTIONS INTENDED FOR REUSE ARE
SUBJECT TO ASSESSMENT AND UPGRADE. CONTACT THE METER SHOP
336-771-5130, FOR ASSISTANCE.
16. ENGINEER OF RECORD IS RESPONSIBLE FOR ENSURING ALL FIRE LINE
BACKFLOW PREVENTERS AND 3" AND LARGER DOMESTIC WATER BACKFLOW
PREVENTERS ARE INSTALLED TO THE MOST CURRENT EDITION OF THE
WINSTON-SALEM / FORSYTH COUNTY UTILITIES CROSS -CONNECTION
CONTROLSTANDARDS.
- - - - - - - - - - - - -
_ 400 PAIR COPPER
---- -- - ----
- 25 PAIR COPPER
INV=914.68' L\ / 100 PAIR COPPER
RIM=924.18' �� / 600 PAIR COPPER
m CP#5 / " G) -�
m OHP'i- \ OHP-
00 Z OHP- - - - -
rn -OH P
-- -- -
�
�ZOHP-----OHP-----OHP-----OHP---W a W '0 \
- - - - -dH0 PVC IRRIGATIONTj
c" IRRIGATION
� PUMP - --III
------------------------
-----------SSTATION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
G/��
PVC IRRIGATION I
30' UTILITY EASEMENT -PER COUNTY\�/ - I _ FM� \
9S \\ / RECORD DRAWING #11792--- p
BFP Go
- - -
------
------------
--
FM vv�-I CL ANOU L
1 1/2"SANITARY SEWER FORCE MAIN -FM- _L
- - - - FM - - - - - \ / _ 52 LF\6" SE I
_
- - FM - - - - - FM - - - - - \ / - - \`\� TO,B E CAST I \
_ F \� �C\�SOIL\PIPE`\
- - - - - 2„WATERLINEAl
-----
------
\
_4 `0
\ I I
C P#F 01 \
HORSESHOE PIT ' n_ / I ,'T �z 5\
6" DfR F 2E SERVI
� R/F4 R \\ ^ \ \
CE FENCE -�JP TO R \\
\ \ KM0
/ i/
BENCH \/ , \ I Z0 I INSTCLA N. IN
I �$WEPR,K TIN HAyG S
i i 00 i ' \� I -PERMITTED AVOID
00
' i I �
36 0 FENCE POS
"WOOD . � I , � (TYP).
SPLIT RAIL ��, - PIV
m i i m i SPORTS FIELD FENCE I� I 6" PVGI=IRE SE_ ICE
WATER LINE /
°o ; °o TOWN OF LEWI VILLE I 1
I (36'=1VIIN. cov
C7 i i n T�X PINS 58�5-14-9288 5885-14-1 47 RECONNECT EXISTING PO R I \PVC D MESTIC WATER / \
i O i i 1 FEED TO SLIDING GATE TO REM N
r C i i r C i ASfOMBINED�INIDB. 352 PG. 1700�1703 (COORDINATE W/ PROVIDE \INS (36" MIN. COVER) / c
r TACT 1 & 2 OF PB. 9. PG. 50 CAMERA I \I •.• / G
I I I I POLE - I ••,.••' IRNN G O
Z�NING: RS-�40 PVC
T-TW'�-� W W W W W W
PVC IRRIGATION RECONNECT EXISTING 20' INGRESS/EGRESS EASEMENT
i POWER FEED TO REMAIN 46, PG 50 S I
L------_ r------- ,
(COORDINATE W/ PROVIDER)
BLEACHERS ;
BLEACHERS '
6" 22.5' BEND I I
BLEACHERS PRIVATE FIRE ------
HYDRANT
ASSEMBLY &VALVE
SPA j CG
UGP- i
6" 11. 5' B ND
' -6 45' BEND
____---------
3" 5° BEAD_ -------------
F
w
3" PVC DOMESTIC ATER
LINE (36" MIN. OVER)
G
6" PVC FIRE SERVI E
WATE INE
(36" MIN. C ER)
6" 11.25' B D
� D
3" 11. BEND
'BEND
6" 45' BEND
TRANSFORMER (SEE MEP
PLANS & COORDINATE W/
PROVIDER)
WATER AND/OR SANITARY SEWER:
1. 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 CONSTRUCTION AND
MAINTENANCE 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 VII-39 TO INCLUDE HYDRANT TEE, VALVE, AND WINSTON-SALEM THREADS. PRIVATE HYDRANTS
SHALL BE EQUIPPED WITH A DOUBLE CHECK 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.
1. A NC LICENSED UTILITY CONTRACTOR SHALL INSTALL THE 6" FIRE LINE WITH A 6" REDUCED PRESSURE ASSEMBLY IN ABOVE GROUND HEATED
ENCLOSURE TO CITY OF WINSTON SALEM STANDARD WHICH SHALL INCLUDE A STORZ FIRE DEPARTMENT CONNECTION, PROVISION FOR TAMPER
SWITCH WIRING FROM BUILDING TO HOT BOX. ALL PIPING SHALL BE DUCTILE IRON MECHANICAL JOINT WITH MEGA LUGS FROM THE CONNECTION AT
THE MAIN TO A POINT OF AT LEAST 5-FT PAST THE OUTLET VALVE OF THE BACKFLOW PREVENTER.
2. PROVIDE SIGNAGE AT FDC PER CITY OF WINSTON-SALEM STANDARDS.
3" 90' BEND
4" 45UD
6" 90' BEND J
4" SAN SEWER
SERVICE
I NV: 922.30
GAS METER
(SEE MEP PLAN)
PROPOSED
COMMUNITY CENTER
EIP
a
6" DIP SAN
SERVICE (0
MIN SLOPE)
4" REMOTE
FDC
(2) 4" 45°
BENDS
4" PVC SAN SI
(1.04%" MIN SL
4" SAN SEWER
SERVICE
INV: 922.50 ----
PROPOSED 1,000 GPM
GREASE TRAP
(SEE MEP PLANS)
11.2 ' B
_F
G
6" DIP SAN SEWER
SERVICE (0.60%"
MIN SLOPE)
DENNIS VASPORY & WIFE
PATRICIA S. VASPORY
TAX PIN 5885-23-3964
ZONING: RS-20
■
CLEANOUT
(TYP)
■
■
�O
3" 22.5' BEND
r
f
NATURAL GAS SERVICE
(COORDINATE SIZE &
ROUTING W/ PROVIDER)
IRRIGATION WATER
DOMESTIC WATER
CONNECT TO EXISTING MANHOLE
CIL INV: ±916.89
ADJUSTED RIM AS NECESSARY
TO BE FLUSH W/ FINISHED GRADE
FIELD VERIFY ELEVATION & LOCATION OF
EXISTING WATER SERVICE PRIOR TO
CONSTRUCTION (ADJUST AS REQUIRED TO
AVOID CONFLICTS)
DIRECTIONAL DRILL APPROXIMATELY 30
LF FOR EACH SERVICE & PROVIDE OPEN
CUT FOR WET TAP (SOUTHBOUND LANE
TO REMAIN OPEN AT ALL TIMES)
8"X6" TAPPING
SLEEVE & VALVE 4" TAPPING
SLEEVE & VALVE
\ 4" DIP DOMESTIC WATER
LINE UP TO METER
(REDUCE TO 3" INSIDE
METER VAULT)
6" FIRE PROTECTION
RPZ IN ABOVE GROUND
HEATED ENCLOSURE
600 PAIR COPPER 400 PAIR
COPPER 25 PAIR COPPER
100 PAIR COPPER
3" DOMES IC ATER
METER & V L
3" DOMESTV Z
IN
\ G� ABOVE GROUN
✓��
HEATED ENCL6\S
E
RELOCATE &RECONNECT
EXISTING IRRIGATION LINE (FIELD
\
\
\ VERIFY LOCATION AND SIZE).
►'II
El
C� TERMINATE LINE AT R/W.
\ 6'
�d o
,
\
\
,
X1 ` \ r
,
M
00
0
Q
z
SCALE 1 "=30'
0 30' 60'
CP#3
NCGS MONUMENT "FARMER"
SITE LOCALIZATION POINT
CGF=0.99994056
s
2
s
c
t
f
v
C
\ L
\
\
\
0
wbA
,
\
TOWN OF LEWISVILLE
TAX PINS 5885-14-9288 & 5885-14-1447
AS COMBINED IN DB. 3529, PG. 1700-1703 �o ��J
TACT 1 & 2 OF PB. 49. PG. 50 s�
ZONING: RS-40
31.186AC EIR \
c \
/ Oyq\\
�GT
/ I
F
/ 3
400 4
a 6
a ?
E
s\ / 4 / o�
TI
SI
SI
Ai
El / A
W
MAILBOX '
J
GR VE Y
ANA DUNN pR E A
TAX PIN 5885-23-6944
ZONING: RS-20
IIr
3dwarchitects
environmentsfoldife
architecture planning interiors
ix coliseum centre
815 coliseum centre drive
uite 500
harlotte, north carolina 28217
704 379 1919
704 379 1920
'ww.adwarchitects.com
EWISVILLE
�OMMUNITY
ENTER
EWISVILLE, NC
00% CONSTRUCTION
DOCUMENTS
JTI LITY
'LAN
)ATE
06.26.2020
'ROJECT NO 19033
;EVISIONS
0 DATE
DESCRIPTION:
_ 07/13/20
ADDENDUM 1
_ 07/16/20
ADDENDUM 2
_ 07/21/20
ADDENDUM 3
_ 09/08/20
BIOCELL ADDED
_ 10/05/20
EROSION CONTROL UPDATES
_ 10/27/20
SITE SEWER UPDATES
11/16/20
PARKING LAYOUT SHIFT
0 04/26/21
TRANSFORMER SHIFT
IIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
]ALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
]ALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
HER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ZCHITECTS, PA.
CAR%
\ --t#Uz
/��
qw .
SEAL
38573 =
>EAL
HEET NUMBER