NCC213728_Site Plan or Location Map_20210713

T
IN 1
I
PLANT L 1ST
PLANT NAME
BOTANICAL NAME
MIN. SIZE
QUANTITY
SYMBOL
DECIDUOUS TREES
RED MAPLE
ACER RUBRUM
6-8' HT.
20
EVERISREEN TREES
WHITE PINE
P I NUS 5TR05U5
6-8' HT.
35
SHRUBS
JAPANE5E LAUREL
AUGUBA JAPONIGA
5 CAL.
c14
LILY TURF
LIRIOPE MUSCARI
I GAL.
282€
TEST
COCK
ABOVE GROUND ENCLOSURE
"HEAT SOURCE RECOMMENDED"
u u
BRICK —MASONRY
SUPPORTS
a a 4" CONC BASE
04
N
\\�\\J4
DITCH
MUST
WREMAIN IS EBY
WATERIL
WATER RESOURCES PERSONNEL
DIP REQUIRED FROM MINIMUM — 2' OF DIP ON
METER TO BACKFLOW OUTLET SIDE OF BACKFLOW
NO ES:
1. THE BACKFLOW DEVICE SHALL BE WITHIN 10' OF AND
ON THE PROPERTY SIDE OF THE METER.
2. ALL REDUCED PRESSURE BACKFLOW DEVICES SHALL BE
INSTALLED ABOVE GROUND, IN A HORIZONTAL POSITION.
3. SHUT OFF VALVES SHALL BE RESILIENT SEAT WITH
FLANGED ENDS AND HANDWHEEL.
4. ALL INTERIOR AND EXTERIOR IRON SURFACES SHALL HAVE
EPDXY COATINGS TO CONFORM TO ANSI/AWWA C550, OR
BE MANUFACTURED OF STAINLESS STEEL.
5. THE DEVICE SHALL HAVE 4 TEST COCKS WITH ONE BEING
INSTALLED ON THE CITY SIDE OF THE INLET GATE VALVE.
6. APPROVED UNITS: HERSEY 6CM, WILKINS 375, 475 OR 975,
FEBCO 825, 860, 826YD OR 880/88OV, WATTS 990, 992,
909 OR 009, CONBRACO 40-200 OR 40-700, AND AMES
4000SS, 4001SSN, 4001SSZ, 5000SS OR 5001SS.
7. APPROVED ABOVE GROUND ENCLOSURES: "HOT BOX",
HYDROCOWL, SMI (MODELS B68—EHPZD, B80—EHPZD,
B110—EHPZD, OR B155—EHAZD) AND BFP MODELS 380—APD,
640—APD, 800—APD, 950—APD OR 1150—APD.
ENCLOSURE MUST HAVE A DRAIN.
8. FLOOR DRAIN REQUIRED IF INSTALLED INSIDE A BUILDING.
9. TANDEM BACKFLOWS REQUIRED IF SERVING MULTIPLE
USERS OR SERVICE CANNOT BE INTERRUPTED.
3" — 8" REDUCED PRESSURE
BACKFLOW PREVENTER
GSO-15, REVISED 6-28-04
NTS
BALL VALVE
//.\///\//
COPPER REQUIRED FROM
METER TO BACKFLOW
APPROVED
F OCI IN HAM COUNTY COMMUNITY DEVELOPMENT
Carrie Spencer, Director
i
Date; 12/15/20
—_— _�—
TEST
COCK
m
EX.
BRICK BLDG.
Q ERI REMAIN) RODBI 3 HAPM . 1 6 TY
DB 1378, PG. 17cici
524031'10"E — 408.36 < PIN: 7a7604833825
Q
\O
S� I CHAIN LINK
\ GATE W/ SLATS
\�'_� 3.006 AGR�S
It
,
24'
TYP.
2O \ HEAVY DUTY -
\ PAVING
> THIS AREA
N6, \
ROGKINGHAM COUNTY
DB 557, PG. 156
DB 1378, PG. 17cici \
PIN: -7ci7604833825
L
\ 8'x10'x4" -
CONCRETE SLAB
ABOVE GROUND ENCLOSURE \
BALL VALVE \
UNION
UNION
"HEAT SOURCE RECOMMENDED"
a ° a
4" CONC BASE n
DITCH MUST REMAIN OPEN UNTIL /\\\
BACKFLOW IS INSPECTED BY
WATER RESOURCES PERSONNEL
MINIMUM — 2' OF COPPER ON
OUTLET SIDE OF BACKFLOW
NOTES:
1. THE BACKFLOW DEVICE SHALL BE WITHIN 10' OF AND
ON THE PROPERTY SIDE OF THE METER. FOR DOMESTIC
IRRIGATION, THE BACKFLOW DEVICE SHALL BE WITHIN 25'
OF THE METER.
2. ALL REDUCED PRESSURE BACKFLOW DEVICES SHALL BE
INSTALLED ABOVE GROUND, IN A HORIZONTAL POSITION
3. SHUT OFF VALVES SHALL BE FULL PORT, LINE SIZE,
LEVER TYPE, AND 1/4 TURN BRONZE BALL VALVES.
4. DEVICES SHALL HAVE TWO RESILIENT SEAT BRONZE
UNIONS BETWEEN THE SHUT OFF VALVES FOR REMOVAL
OF THE DEVICE.
5. THE DEVICE SHALL HAVE 4 TEST COCKS WITH ONE BEING
INSTALLED ON THE CITY SIDE OF THE INLET BALL VALVE.
6. APPROVED UNITS: WILKINS 975, FEBCO 825Y,
WATTS 909 OR 009, OR CONBRACO 40-200.
7. APPROVED ABOVE GROUND ENCLOSURES: "HOT BOX",
HYDROCOWL, SMI (MODELS B-30—SZD, B41—SZD &
B51—SZD) OR BFP PRODUCTS, MODELS 270—APD—L37 &
370—APD—L37. BOX MUST HAVE DRAIN.
8. FLOOR DRAIN REQUIRED IF INSTALLED INSIDE A BUILDING.
9. TANDEM BACKFLOWS REQUIRED IF SERVING MULTIPLE
USERS OR SERVICE CANNOT BE INTERRUPTED.
3 f 4" — 2" REDUCED PRESSURE
BACKFLOW PREVENTER
GSO-12. REVISED 1-24-07
ALI
G
5' WIDE — 4" THK. CONCRETE WALK
WITH 12" TURN -DOWN
WITH EXPANSION JOINTS AND
CONTROL JOINTS AS REQU 1 RED
WALK TO BE FLUSH WITH PAVEMENT
SIDEWALK SHOULDER DITCH
5' PAVEMENT 1 6' 1 5'
2% MAX. 1=LOW
SLOPE
/ / % I"PER FT 06
\\\ 7°''
SITE
OC
O
0�9 z.
LIGHT DUTY PAVEMENT
HEAVY DUTY PAVEMENT
1 1/2" SFq.5A HOT MIX ASPHALT 1 1/2" SFQ.5A HOT MIX ASPHALT Ci0
2" 5Q.55 HOT MIX ASPHALT 2" 5015B HOT MIX ASPHALT
6" ABC STONE 8" ABC STONE
ON c159b STD. PROCTOR ON ci596 STD. PROCTOR VICINITY MAP - 1" = 2,000'
COMPACTED SUBGRADE COMPACTED SUBORADE TERRAIN MAX. SLOPE
LEVEL 2: 1
TYF I GAL FAVED FAQ' KI NO SECTION HILLYOLLING 1-1/2: 1
NO SCALE
SITE NOTES:
I. REFERENCE: DB 154ci PG 2272, PB 82 PG OI
— — — — — — — — — — — — •2j, Z. PARCEL NUMBER: 180718
DRAWING FOR DETAILS)
PIN: 7Ci7604q32Ci 13
8" CONCRETE DUMPSTER PAD \ 5. ZONING: OI
DUMPSTER (SEE ARCHITECTURAL \ 4. PARKING REQUIREMENTS:
-_NCLOSURF DRAWING FOR DETAILS) \ NIP OFFICE AND PROFESSIONAL SERVIGES:
\ 1 PER 200 SQ FT GROSS FLOOR AREA
PROP. 6"
ABOVE
' GROUND RPZ
(SEE DETAIL)
_ \/
8' VINYL DUMPSTER
ENCLOSURE FENCE
(SEE ARCHITECTURAL 30' SETBACK
FL I
NIP
S
�6 0
\
\
REQU I RED: 10,880 SQ FT/2 00 SO FT
\
= 55 SPOTS
\
PROVIDED: 66 SPOTS (5 ADA SPAGES)
PROP.
13 SPACES
_
5.
AREA IN TRACT = 3.01 t ACRES
6.
WATERSHED: DAN RIVER (EDEN), WS—IV
HYD. 24
(2) 3' WIDE VINYL GATE FOR
YARD SERVICE ACCESS,
6' TALL VINYL
7.
BUILT —UPON AREA:
PERMANENTLY LOCKED (ALT 1)
FENCE (ALT 1)
EXISTING BUR (TO BE REMOVED) =
12,6c16 SF (c{l%)
10 SPACES
PROPOSED BUA =
3a,345 SF (30.0?6j
6' TALL VINYL
FENCE (ALT 1)
8.
NET INCREASE OF BUA =
DISTURBED AREA =
26,64ci SF (20.5%)
19 S WIDE VINYL GATE,
Q.
SOILS = GdB2, PaF, PcE2
®
PERMANENTLY LOCKED (ALT 1)
10
SITE IS > 2000 FEET FROM A FLOODHAY
5' GONG.
SIDEWALK
5' GONG.
SIDEWALK
11. SETBACKS
FRONT = 35'
REAR = 50'
SIDE = 10'
FDG 12. ALL LANDSCAPING SHALL BE INCLUDED IN "LANDSGAPE
ALLOWANCE."
6' TALL VINYL s LEGEND
FENCE (ALT 1)
i— NIP = NEW IRON PIPE
SS MH = SANITARY SEWER MANHOLE
RGP = REINFORCED CONCRETE PIPE
PROPOSED BUILDING :< FINE ARTS FESTIVAL EOP = EDGE OF PAVEMENT
FFE-85-7.50 V = ASSOGIATION OF CLF = CHAIN LINK FENCE
V� �P -n
24' �' O
p4
IY
PROP. 2" RPZ
EE DETAIL)
N 24031'10" W—23ci.65'
O
v
ROGKINCHAM COUNTY, NG
FFE
= FINISHED FLOOR ELEVATION
<
PB 80, PG. 64
R/W
= RIGHT OF WAY
m
0
DB 1541, PG. 2308
0
= PROPERTY CORNER
w
7 PIN: Ci7604g33614
— � —
= EX. SANITARY SEWER
�
�
— w —
= EX. WATER
WV
= WATER VALVE
HYD
= HYDRANT
Ll
— P —
= EX. POWER
QK
= EX. LIGHT POLE
0
= EX. POWER POLE
6-6 6-6 El=
ENTER
WATER D REESSURE BAGKFLOW PREVENTER
18SPACES
_ 35' SETBACK
TYPE III LANDSCAPE
BUFFER (REFER TO
ROGKINGHAM COUNTY
UNIFIED DEVELOPMENT
ORDINANCE)
I
N22051'14"W IOOSB' ARC, ROW
100.56 GHO. 1730.00' RAD. NIP—
d W W W M M M IJ _
—\� /22`
JL — — �IFIKE
X. R/R
EX. SS H GL R ,4p D
SS SS SS 55 5 55 SS
CHEROKEE CAMP ROAD TYPE III LANDSGAPE
N.G.S.R. 2121 BUFFER (REFER TO
(00, R/W ROGKINGHAM COUNTY
UNIFIED DEVELOPMENT
ORD I NANGE)
G' WIDE SPACE
PARKIN& BUMPER DETAIL
ws
NOTE: USE DEPICTED OR SIMILAR.
G2 - 51 TE PLAN
HELP INCORPORATED
N �ARo�,,,,, SQUARE ONE FAMI L1' JUSTICE CENTER
O� � S/O �� CHEROKEE CAMP ROAD
i WENTWORTH TOWNSHIP, ROCKINC7HAM COUNTY
_ hENTWORT'H, NORTH CAROLINA
SEAL
' 10727 = DATE: JUNE Ici, :20201 SCALE:1" = 50' O 15 30 SHEET: 2 OF 5
OWNER: HUGH CREED ASSOCIATES, INC., P.A.
'.�'A FHGI N ���� HELP INCORPORATED
Z,�' PO BOX I6 WENTWORTH, NC, 27375 CONSULTING ENGINEERS & LAND SURVEYORS
DEVELOPER: P.O. BOX 9623 PHONE: [phone]
MOORE HOGUTT
ARGHITECTS, PLLG 1306 W. WENDOVER AVE. OR 836� 275-8084
ARCHIDECEMBER 8, 2020 G/O MIGHAEL MOORE GREENSBORO, N.C. 27408 FIRM LICENSE #C-0551
TELE: (336) 8ci7-0305 E-MAIL: HCA®HUGHCREEDASSOCIATES.COM