revised site plane
PC #F SLIDE 23—r T '�
�i rtic
ala
FIPti�
- /
Take T. PiIAm, l.Ot—�
6•x IWIOW
a•x6•xIWIa Wd Wirt �OQ•—�UCJ
P
EXTERIOR STAIR DETAIL TxT CB # 1 RIM = 256,81'
3:0' CI-EA2 BETWCGA" RAILS
PP/ PIPE INV IN CB = 253.63'
x
GUYy\ \ CB INV = 252.79'
INV OF 15' PIPE = 252,08'
FP
PP% 3'x3' CB # 2 RIM = 256:13'
PIPE INV -IN CB = 253.13'
i r v CB INV 252:21'
I
INV OF 15' PIPE _ 250.19'
FIP /�5�\NG 0 - i \\2A' .. \ v : •e
pN o TYPE "c" BUFFER 10'X150 PROPOSED.CB W 3
y �P h:j' �, t RIM
"R TUB APIA- .(02-+�i REMOVE CURB IN=
OUT= 2 54.0
PROPOSED CB # 4
/C.,. k,. P RIM = 2S8 -S
e lsi OUT= ZSIo ap
r \
�tE N 24"X24" WITH CAST IRON GRATE CZ 2C-p'p�
- pONGP uR8 _.
- NEW STEP AND
WALK ( SEE DETAIL THIS SHEET
,i❑LDI NGD
-BUII
NEV
'SEWER DISTRIBUTION � �i FIN. FL. ELE: 259.5 o� `_._gam 1 HYDRANT
pryC
Cdr � � './ i ^�, VALVE 6
FLAG
\ : py1p
'S• \ - '\ \ POLE - r
TYPE "C BUFFER 10'X 150' , y�
F.F.E. -
�. D. "� 261.23'.__ 1n'
`' 'x25950. \ \
NOTE: 9
CHURCH, PF
t) ALL WORK WITHIN THE DUKE POWER RIGHT- OF- WAY CB 0 2 W P ASTIC PIPE
9
WILL BE EXECUTED AS PER DUKE ENERGY ELECTRIC _ - W� - -
Q,
TRANSMISSION RIGHT -OF WAY GUIDEUNES/RESTRICTIONS
VALID FOR NORTH CAROLINA AND SOUTH CAROLINA
LF
FORM 02191(REV, 08/05/2014)\ F.F.E.:
�9, 1 25950' PPJ
2) PLACEMENT OF THE REQUIRED FIRE HYDRANT AND-
3/4"DIAWATER METER SHALL BE DONE BY THE HCDPU (� A
3) PARKING REQUIREMENTS: CHURCH OCCUPANCY 372
l
ONE PARKING SPACE PER 4 SEATS= 93 SPACES_ EXISTING
PARKING SPACES 112 LP
C \
4) EXISTING CHURCH HAS A KITCHEN WHICH WILL BE
TURNED INTO ANOTHER USE. Q 9
PP �G 6 \`
5) SOIL BEARING TEST SHALL BE DONE AT PARKING LOT
WHERE ENCROACHING INTO POWER LINE EASEMENT-
Z� GUY
6) STEPS SHOWN SHALL BE B$PGUILT ON SITE OR PRECAST P Q /
SITE DATA.
GRADING/LANDSCAPING/
PARCEL PIN: 1529-53-9210.000'' J
LEGAL: DB ' 963 PG 808 PC #F/23 -D FIP�N�E
,ZONING: RA -40
IMPROVEMENTS PLAN
WATER: COUNTY WATER
SEWER. SEPTIC SYSTEM �O
ACREAGE IN ❑ \/ERALL SITE: 5,05 ACRES—51c�?N�'-6/ \ OWNERS CONSENT
IMPERVIOUS AREA: 2.62 ACRES ` �` ` AS THE AGENT OF RECORD, I HEREBY FORMALLY CONSENT TO THE
\� PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL
SETBACKS \_
REGULATIONS AND REQUIREMENTS OF T HA NETT COUNTY
FRONT; 35 ORDINANCES.
SIDES: i o' SCALE 1" = 50 feet
REAR: 25
(ZC`i SED e 4 /2015 AGENT DATE
NC 27 VICINITY MAP SITE PLAN FOR: I, ROBERT J. BRACKEN.. CERTIFY THAT THIS PLAT. WAS
DRAWNUNDERMY SUPERVISIONFROM AN ACTUAL SURVEY
NOT TO SCALE r CHAPEL
MADE UNDER MY SUPERVISIDN1 THAT THE BOUNDARIES NOT
HWY 50 FREEWILL,
[� \ . /HT❑ IDG ESCHBAPTISTAP E I � �} (� SURVEYED ARE CLEARLY INDICATEDI THAT THE RATIO OF
PRETIL r R E.E W 1 L L . C j j V R C. H WASCPREPAREDISION AS CINL ASCD DANCECULATED IS IWITHOG.S01 T 47-30 AHAT THIS S
'
SR 1704: AICA
NC 27 AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
TILGHMAN RD TOWNSHIP: DATE SEAL NUMBER AND SEAL THIS 14 1 DAY OF NOVEMBER, 2014.
AVERASBOR❑ JANUARY' S, "2015
HODGES C" APEL RD SCALE
S FR 1709 COUNTY tl fl
B ON HARNETT r = �01 REGIS�dE ED LAND SURVEYOR
RECrfSTRATION NO. L-1373
STATEN PARCEL #
NORTH ` CAROLINA 1529-53-9210.00
SITE LEGEND DF+TEI RE SIONS+ I: FURTHER CERTIFY' THAT THIS PROPERTY
S.I.P. Set Iron PI e C.P. Calculated Point DOES NOT
P g/to-ts PLANNING COMMENTS LIE WITHIN A SPECIAL FLOOD HAZARD AREA AS
- F.I.P. Found Iron Pipe P.P. Power Pote' DESIGNATED BY FIRM FLOOD INSURANCE RATE. MAPS.
C.L. Centerline
F.C.M. Found Concrete Monument
1101�e� ' F.P.K. Found P.K. Nail M.H. Manhole
F.R.R. Found Railroad Solke 1
5�—ra❑DGE� ._r: AP" RD R/`d Right of Way Project F Drawing d
Y ^D enc ,aH.P Dle_head Power•