SW6220905_Plansheet - Existing Conditions/Survey_20220929

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DEED BOOK 38�i2, PAGE 330 r� 1144
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PLAT BOOK 2062, PAGE 1445 � � � 1S c� r � V � I /
PIN: 0524-47-$778.000
PID: 010524 069 07 I j ] ��s 1
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KRISTA HERNANDEZ 00 I ��
DEED BOOK 3971, PAPE 938
I
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
2421.00'
106.77'
106.76'
N 87°55'09" W
2°31'36"
C2
6600.00'
60.49'
60.49'
N 86°55'06" W
0°31'30"
C3
6600.00'
135.29'
135.29'
N 87°46'05" W
1°10'28"
° 1616, BAREFOOT RD M E
v �� 2049 0
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TOM HUGH JOHNSON L
PLAT BOOK 2001, PAGE 833 0 A 'j1 DEED BOOK 3945, PAGE 126 f �� \ --T`' � � VICINITY MAP �- z M 'L
PLAT CABINET F, SLIDE 305-D � \ I � N
PIN: 0524-57-0707.OQ0 m m f \ J
� EX.°°E""EAD PLAT CABINET 2 SLIDE 247 �, � � � NOT TO SCALE � N M � �
PID: 010524 0069`0 � ( POWEKLINE s \ \ \ T_ ti � M
� � � f1 PLATBOQKa� ,PA 271}� �� \ 1 1 CURRENT OWNERS REFERENCES: O U 0
aW' w TEB 00
to V LVE I PIN:-57-0707.000 b V J TOMMY LYNN MCPHAILANDWIFE, DEED BOOK 684, PAGE 606 I •� 0
W I \ IRON �/8" EX 30' ACCESS (L�� v`
ssM" EASEMENT �- �j �� �{ D: 01.05�4 0069 08 d A \ BONNIE H. MCPHA L PIN 05 2 4 - 8 7 - 7 8 85 . 0 0 0 (� (�
f RIM = I73.3e I N:2035 28.77 PLAT BOOK e8, PG z7 I �� ' J✓ 1 `� P I D: 0 1 0 5 3 4 0 0 7 9 L/ •••• 1
INV = 149.29 E:2 51 OI . 13 Y� _
V ` 174 FARRAR ROAD LLI
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� o� -- � )) e � LILLINGTON, NC 27546 R E I D: 0 0 2 3 1 8 9 . L
1 - --- ------------- - / ��� WETAAA N
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-- -- ---- -- - r _ _ _ GENERAL NOTES: (,
I I I
1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL HARNETT J
■■■ ■ ■�■� P"� � _ — _ �_ — �� — COUNTY AND NCDOT STANDARDS. CV
DRAI N,4�6E C F�FIN EL -� C-' —y � �. \ � � L
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168 — (391 i �� 168 66t A \�� 2. CONTRACTOR IS TO VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO AND � C0
DURING CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ENGINEER. Q '�
� l --169- l— ✓ 0 4% p° L9 Z°�� I Q ..
\ 0 ��� �� — 3. A PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED IN A SPECIAL •�
EXISTING 30' UTILITY EASE�T �� �� o L� I I FLOOD HAZARD AREA, ZONED AE ,BASED FLOOD ELEVATION, 158.9', AS
rDE EE IT"EBSIDEOF�uuLIP^o ` w 4 ( (' `D p V_ �ti�-� L 0�� V 11 �� - ^ ��" j ��� \J` 1 Z �V I %`�G A \ �� V/?! DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 1
RMINED BY CIFARI OL0Tm I o \� ��/�./ ^'� 1 ',� J ) ��� I \ N / G'� f 6 \ J C \o r f �I \ O \0,9 -- a v t ° </ ��
q % r `16 v o �� A w ��i �l LU N
9 ti 1� /— — -' FLOOD HAZARD: ZONE X REMAINDER OF PROPERTY M
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1 �01° �� o \ �� �✓ o \ �O�m i Nr� �1 �� MAP:3720052400K PANEL: 0524 CL
LINE
BEARING
DISTANCE
L1
N 86°39'20" W
57.16'
L2
N 86°39'20" W
135.01'
L3
IN 86°39'20" W
135.01'
L4
IN 86°39'20" W
74.51'
LINE
BEARING
DISTANCE
W-1
S 17°32'52" W
16.53'
W-2
S 39°20'01" W
42.28'
W-3
S 61°53'43" W
30.27'
W-4
S 66°47'03" W
46.84'
��� �\ a ��� 168 \ 1 V� -, �— EFFECTIVE: SJANUARY2007
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Al16 L 1 63 s ✓ V \ 4. CONTRACTOR SHALL LOCATE AND VERIFY DEPTHS OF ALL EXISTING
° l o A i o ° ���64 AffROXIM o o A L UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER
oN€ZO FEMA a�F OOD zoNE
T 7 1 �B�EFLo n OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.
Q �� D c �� 169 a L�° �A i 66� — C ELEVETION = Imo' \ \ 1S
r� C� ^� -166 5. CONTRACTOR IS REQUIRED TO MEET ALL APPLICABLE LOCAL, STATE AND
0 -Vti p i� <� �V % o 167 ti �Zgt FEDERAL REGULATIONS AND ASSUMES FULL RESPONSIBILITY FOR
N 0 1�169 o/ �n �Lu� �\ L A 1 �--3 162 COMPLIANCE.
Ex��sING 30' UTILITY EASEMENT 1 V �� ° J" ° / `� F\ \ \
sl NC 30SIDE OF I6" S MEN o a �1(n Z _ J d �� \ r ti o " �o f � o Z VA A V 6. ALL DEBRIS FROM DEMOLITION OPERATIONS SHALL BE DISPOSED OF OFF
EEDSANITAKYSEWEK 7 V Q / rn T A 763 / SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.
1, if ° V 1 �� 7 — S L /_7
a a A oa �\ �� 7. ALL EXISTING PAVEMENT EDGES SHALL BE SAW CUT TO A STRAIGHT EDGE.
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'��� ����� a ��� \� ���� �� 168 \ A ° V �6 �— L ` 8. UTILITIES TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE.
1� o �e �✓ 1 D a �r� \ CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES.
a Q 17 J a �E L✓ �,
G�6� — 9. CONTRACTOR SHALL COORDINATE ALL DEMOLITION OPERATIONS WITH
Vj GOVERNING AGENCIES AND UTILITY COMPANIES.
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TOMMY LYNN MCPHAIL AND WIFE 1 — " ��� a -a\�/
DEEDooK H.
Pa�E 606 �� TOTAL AREA SU RVEYE� �� �� �� °° o I�
PIN:0524-58-4260.000 69 11 S �6gti �o
PID: 010534 0079 01 I I� 1 ° o �� �� °� ° 0 1s `�'
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17.002 ACRES
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RUSSELL LYNN HAYES BIM= 168.08 TWO ADAMS INC Kim =�B.� ---- T
s EXISTING 40' uTlu EASEMENT wv = I4a.9a D E D BOOK 3067 PAG�o Nv = f4sB L 168� f BIM = I6-_-_
20' EIT"ER SIDE OF CENTEASE UTILITIES EX. SANITARY G" GRAVITY FEED 8 oo SSM"
NO DEED FOUND .j T �� - DETERMINED BY CLEARING LIMITS- FORCE MAIN SANITARY SEWER I INV= 148.0E \ \ BIM= 168.60
7 69 11 PLAT CABIMETIF `SLIDE 2��B ° �> > o o _w= I47.66
PIN:0524-67-1662.000 i a v �1669 ��\ TI
PID: 010524 0063 a ��7 7 Z PIN: 052-58-952 .00(} \
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NO. REVISION DESCRIPTION: DATE:
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SHEET:
C1.0
CIVIL
EX C1.0, 8/29/2022 4:06:52 PM, ARCH full bleed D (36.00 x 24.00 Inches)