HomeMy WebLinkAboutNCC241605_Site Plan or Location Map_20240528 r -N I FGEND CERTIFICATE OF ACCURACY & MAPPING
AC=AIR CONDITIONING UNIT �I1III u11// I NICHOLAS M. FRENCH PLS CERTIFY THAT THIS MAP WAN:
AG=ABOVE GROUND �� //
BOC=BACK of CURB \\\ N CARD /K, DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD
BG=BELOW GROUND �� SURVEY DONE UNDER MY SUPERVISION, AND THAT THE
CATV=CABLE TV O�'•��ES S/• /�fi'� ERROR OF CLOSURE AS COMPUTED BY CO-ORDINATES
c� °oo CB=CATCH BASIN `( O IS LESS THAN 1:10,000.
PREL_ v \ ARY
o��oW ti4 CVRD=COVERED �••'�9
SPS\N�N ��o =GONG DRIVEWAY _ •Q. SEAL 9 _
�f. EB=ELECTRIC BOX 1----
_
aq EM=ELECTRIC METER - NICHOLAS M. FRENCH, PLS L-4817 DATE
EOP=EDGE OF PAVEMENT -
EP=ELEC? SITE FH=FIRE TRIC HYDRANTESTAL •- • L-4817 .;
CV=IRRIGATION CONTROL VALVE 9 O THIS MAP IS ONLY INTENDED FOR THE PARTIES AND
* o•v MTR=IMETE POLE '%'Vc •,•./ SURVF-.."•O�\� PURPOSES SHOWN. THIS MAP IS NOT FOR RECORDATION.
,�' NO TITLE REPORT PROVIDED. ANY VISIBLE ENCROACHMENTS
�`' N/F=NOW OR FORMERLY '/"'111 As"�"��••Or�\'` ARE SHOWN HEREON.
6p,,,,?, o PP=POWER POLE //////lllI 1111111\\��\
Arc,, RCP=REINFORCED CONC PIPE THIS MAP MAY NOT BE A CERTIFIED
4 R/W-RIGHT OF WAY SURVEY AND HAS NOT BEEN REVIEWED BY LOCAL
J SEANOUT
SW=SIDEWALK NOTE: GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
VICINITY MAP ANTS) T =TELEPHONE PEDESTAL APPLICABLE LAND DEVELOPMENT REGULATIONS
TF=TRANSFORMER -THE FUTURE POOL AREA IS NOT AND HAS NOT BEEN REVIEWED FOR COMPLIANCE
WM=WATER METER COUNTED IN THE IMPERVIOUS TABLE.
WV=WATER VALVE WITH RECORDING REQUIREMENTS FOR PLATS.
SETBACKS PER o EIP=EXISTING IRON PIPE
PB 2006 PG 450 O• IRON PIPE SET CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING 1
® FIR=EXISTING IRON ROD C-1 325.00' 96.64' 96.28' N 89°58'40" W
FRONT 40' 0 CP=CALCULATED POINT
SIDE O' 0 EXISTING TREE
,S EXISTING TREE TO BE REMOVED
REAR 30'
N 52.1 6'57" E N 88 44'29" E 4fi E // i
25.26' S 721
\ � 9.51'10" E / 26.64' 22 S 5••a55" E
28.23' 3 •39'
EXISTING 20 • •4 ' S 30'S3 12" E
DRAINAGE
EASEMENT 1iZ��IP 2.------------.,3 4",D IP 13frt 26.90, E
PB.2006,PG.450 2" AG Y`\ F USI- 25 S 36'03'10" m
Y �,� 1/2 Ps•\ A -21.23'
2
' 46' 10" E o
>\\ 1 22'AG IP• 33.75'3 S 56'42'58" E E
�\ �p • 26.76' S 63'33'52„
PINE TREE �� /2 U \
2" AG 41.91'
T 0 ,
- SWEET GUM TREE \\ 12 �2"m Er "4, S 53'47'O1" E
/ 01 `'\ 14___ _ _ _ �A�3 ••% . 14.73'
P •
X- TREE TO BE REMOVED 14 "4'!8 — EEF-H 4, AG `• •S 6$
� a �� I
6 14 •T 753R •
1cb l. �9 .55 Sq. 'e20• ± •.- -sil�Q0 • f 12 Q: 025 FLUSH
If/ / 164, 12 • A76 1= 030
s• 0 • • 92.0
22 Q g 0• ' PROPO • DISTU•"I
012 @� 25 • A' 37,12 F. 1 4. •
:' 23Q 0 ,a 20 s' 5 1
• :4�12 2 • ► OZOQ �! 8
5
S Q 15
• DO NSPOUT , + 'W Q S Q112 ° ��g%
DRAINAGE / •�• 47 10 0 3'.
• o� /1°
• q 0ti�1 OtFUTURE • • 0 01
• a� P00 z' cob 1 0 10 12 0 0
g4.9' •GPA� �2� ®q �aO��Ra 44;:.: • • 1g� 0 20 16D4.4.• �.
1 Q 12 • o O I.
N : 2O
Q k F'••2O 12 ;,�0
• ��pU Q 5 �FQ g �W
eF 25 • ��</�� I
O2� "
92-
E �� D• NSP•UT .. �'DRAT °� �`� , IMPERVIOUS AREA
,��HOUSE 7,307 SQ.F7.
\ .2 1u '� 017 co DRIVE 2,742 SQ.ET.
\ ` • coNCRO WALK 399 SQ.FT.
�� pRIVE 0 12
A •
eoos2c • • • 8 TOTAL 10,448 SQ.ET.
00,\\ • 1 ENERAL NOTES:
xs9\
O O LACE DISTANCES ARE HORIZONTAL GROUND DISTANCES IN
FS\ • • P U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
• 15 1 , 0
SStn\ • 0 1 2.AREAS SHOWN HEREON WERE COMPUTED USING THE
dj�2r\ COORDINATE METHOD.
INSET NOT TO SCALE • , • Q 3.LINES NOT SURVEYED ARE SHOWN AC DASHED LINES FROM
ow4 15 INFORMATION REFERENCED ON THE FACE OF THIS SURVEY.
PROPOSED \ \� • •
\\\
CONCRETE \ r .� 174.PROPERTY MAY BE SUBJECT TO ANY/ALL EASEMENTS AND
DRIVEWAY RESTRICTIONS OF RECORD. THIS SURVEY IS A CORRECT
\ . DI:Fri. 0 4r REPRESENTATION OF THE LAND PLATTED AND OR DEEDED
4• 9 AND HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE
CI-'3 \ �•' • ,0154) 14 1• REPORT. A NORTH CAROLINA LICENSED ATTORNEY-AT-LAW
120' \ >• ••, 0 SHOULD BE CONSULTED REGARDING CORRECT OWNERSHIP,
WIDTH AND LOCATION OF EASEMENTS, AND OTHER TITLE
4 LIP QUESTIONS REVEALED BY TITLE EXAMINATION.
\ EXISTING \ •'�' �,16 0 1�2"`b
\O 16. 30' ACCESS EASEMENT PO 7" AG _ S.THIS MAP MAY NOT BE A CERTIFIED SURVEY AND HAS NOT
PB.2006, PG.450 \ 90 8 •`FH BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR
\ COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT
\ �,- • O_1 y oVJV REGULATIONS AND HAS NOT BEEN REVIEWED FOR
COMPLIANCE WITH RECORDING REQUIREMENTS FOR PLATS
\ \'A \ RS �N EP ,S' „ 4'�/i1' 6.DRIVEWAY IMPERVIOUS CALCULATION SHOWN HEREON
60 0 30 BERRY PATCH LANE 3275\;I/-CALCULATED TO'THE FRONT PROPER\RIGHT-OF-WAY.
50' PRIVATE R/W 4/x F / / INTERSECTION OF
PRELIMINARY '/ ' BERRY PATCH LANE
kia 1 inch = 60 ft. P L T PLAN G// & WIDGEON WAY J
I
PROJECT: FOR -
577 BERRY PATCH LANE MARK & K AT H E R I N E GI R A R D i� E C L S
\10
DRAWN BY: J. MURRAY 577 BERRY PATCH LANE P TTSBORO, NC 27312 i ice. G L O B A L,�"�
,�•
.„, ,, U•S• VETERAN-OWNED
SCALE: 1"=60' LOT 753R, CHAPEL RIDGE PHASE 3 SUBDIVISION `. i'' 1 9 N MCKINLEY ST
HADLEY TWP., CHATHAM CO., NC COATS, NC 27521
U] DATE: P.B. 2006, PG. 450 910.897.32 S7ECLSGLOBALINC.COM
01-23-24 910.897.2329 (FAX) CO#C-4175
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