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EXTERIOR STAIR DETAIL j / 3'x3' CB #° 1 RIM 256.81'
1�EAIz SErwcEMlLs PIPE INV IN CB" _ 253.63'
PX GUY �� CB INV = 252.79'
INV OF 15' PIPE = 252,08'
Rp PP �� 3'x3' CB # 2 RIM = 256:13'
/ 24•1'� �' PIPE INV IN CB = 253-13'
/ v CB INV _ 252.21'
INV OF 15' PIPE 250.19'
FIP i - _ / G�E� o t'2 :TYPE"C"BUFFER >p X150 , PROPOSED,CB # 3
SHED F �P� �, s, RIM = 2S8.0.
IN=
%REMOVECURB
��e , � + OUT= 1 54.1 _
I' � r
s`-GGPROPOSED CB # 4
RIM = 25SrS
x tsTi�i OUT=
, \
Ar,C
\ 24"X24" WITH CAST IRON GRATE � eC0f>)'
\ ON
/ NEW STEP AND WALK (SEE DETAI� HIS SHEET`
� O�
r LR❑PDSED
y`BUILDIINGi��j NEW lri
FIN. FL ELE. 259.5 / ! ✓. - QIP— g \
HYHRANT GC
' SEWER DISTRIBUTION BOXy - '' / / �� �` a VALVE
ONO
J �`-°ti`3' SIGN
. _ 9 �P i •� `o ``- \� - \ PFLAG OLE �2A
14CDPU WATER/SEWER CALCULATIONS: y F.
A i)o SEWER DESIGN FLOW 372 SEATS M THE HRI21C �aTYPE "C" BUFFER 10'X 150
Sy
ANCTUARY x 5 GAL. PER SEAT = 1860 GPD ,G'F.VOPY Sew-
2WATER PEAK DEMAND PER NC PLUMBING - - 259.13
C ODE: TABLE 103.3(2) 75 FIXTURE UNITS-
- EQUATES TO 35GPM. F.F.E. \
p 261.23' Y_�
F.F.E. \
259.50' \
Ivo -FE: sq CHURCH P PF'
9p �5�� CH # 2 15- PLASTIC PIPE
1) ALL WORK WITHIN THE DUKE POWER RIGHT- Of- WAY v - -: — -
WILL BE EXECUTED AS PER DUKE ENERGY ELECTRIC - WELL Q'
TRANSMISSION RIGHT -OF WAY GUIDEUNES/RESTRICTIONS % CP - -'
2
VALID FOR NORTH CAROLINA AND SOUTH CAROLINA \
FORM 02191 (REV. 08/05/2014) �9• 25950'-
a
2) PLACEMENT OF THE REQUIRED FIRE HYDRANT AND � OI•�,F
3/4" DIA WATER METER SHALL BE DONE BY THE HCDPU sib yc pS�-P / ak6�
3) PARKING REQUIREMENTS: CHURCH OCCUPANCY 372 /L
/ \
ONE PARKING SPACE PER 4 SEATS= 93 SPACES. EXISTING
' - PARKING SPACES 112�LP
4) EXISTING CHURCH HAS AKITCHEN WHICH WILL BE
TURNED INTO ANOTHER USE, ��JPP
5) SOIL BEARING TEST SHALL BE DONE AT PARKING LOT
WHERE ENCROACHING INTO POWER LINE EASEMENT �. Fy 9PG�E -. GUY y
6) STEPS SHOWN SHALL BE BUILT ON SITE OR PRECAST
J ITF DATA
GRADING/LANDSCAPING/
PARCEL PIN: 1 tf5 � 9-53-9210.000
LEGAL, DB 9C-_>:=3 PG 808 PC #F/23 -D FIR c,
ZONING. RA -40 IMPROVEMENTS PLAN
/SDP
WATER: COUNT Y WATER
SEWER- SEPTIC SYSTEM 0�G p�S OWNERS CONSENT
ACREAGE IN p \/ E RALL SITE 5,05 ACRES- �zs1 V
IMPERVIOUS AF:z� E A: 2.62 ACRES � AS THE AGENT OF RECORD, I HEREBY FORMALLY CONSENT TO THE
' - PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL
F_ T B A C K S REGULATIONS AND REQUIREMENTS OF T HA NETT COUNTY
ORDINANCES.
FRONT: 35 SCALE 1" = 50 feet .
SIDES: ' .1 O' �[(ISCD Cc'3�^2O1S AGENT DATE
REAR: 2S� PC SEDo 4 "1/2ols
INC 27 'VICINITY MAP SITE PLAN, FOR: I, ROBERT J. BRACKEN, :CERTIFY'THAT THIS PLAT WAS ,>
DRAWN ;UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
NOT T❑ SCALE u n\
MADE UNDER MY SUPERVISIDNI THAT THE BOUNDARIES NOT
HWY.50` H 0 D GES C H �l.P E L SURVEYED ARE CLEARLY INDICATEDI THAT THE RATIO OF
PRECISION AS CALCULATED IS 1 10,0001 THAT
THIS PLAT
IN
WAS CI7_
FREEWILL -"BAPTIST,CHURCH PREPARED
SIGNATUREREGISTMEN➢EWITNESS MYORIGINAL,
C
IN
SR 1704 NC 27 DATE SEAL NUMBER:. AND SEAL THIS 14 ', DAY OF NOVEMBER, 2014.
TOWNSHIP+
TILGHMAN RD AVERASBOR011
JANUARY' 5, 2015
HODGES C 1-1 P P EL RD SCALE
S 1 Z09 B ON COUNTY HARNETT 1' = 50' REGI ERED: LAND SURVEYOR
RE STRATION NDi L-1373
STATE: PARCEL #
NORTH CAROLINA r 1529-53-9210.00
LEuEND DATES RE SIDNSI- I FURTHER CERTIFY THAT THIS PROPERTY
DOES NOT
:E;:: S T F- S.I.P. Set Iron Pipe C.°. Calculated. Point 2110-15 PLANNING COMMENTS LIE `dITHIN A SPECIAL FLOOD HAZARD .AREA AS.
� F I.p, Found Iron Pipe P P.. Power ?ole DESIGNATED BY FIRM FLOOD INSURANCE RATE MAPS
F.C.M. Found Concrete Monument C. L. Cantertine
F P,K Found P K. Nail M.N. Mannole
I
i
F,R.R Found 'Railroad Spike wi
_ a`..rt - :way Fra iea. ; Gra ra .7
Ovoerread .ower '