SW7091023_APPROVED PLANS_20090324

POST -CONSTRUCTION
STORMWATER DIVISION CODING SHEET
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PERMITS
PERMIT NO.
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DOC TYPE
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❑ CURRENT PERMIT
APPROVED PLANS
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❑ HISTORICAL FILE
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❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
M
YYYY MDD

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LEGEND \ c \\
O NEW IRON PIPE
• FOUND IRON PIPE �
O POINT
0 N.CD.O.T. CONCRETE \
RIGHT-OF-WAY MONUMENT
❑ UTCH BASIN
LIGHT POST 9�
o POWER POLE \
-------'------ ----- — UNSURVEYED BOUNDARY LINES
ROAD RIGHT-OF-WAY LINES
• MANHOLE COVER
o IRON ROD
® TELEPHONE PEDESTAL
------ OVERHEAD POWER LINES
- CANAL
-- - EASEMENT LINES
NORTH CAROLINA
THE FOREGOING CERTIFICATE OF
._..
IS CERTIFIED TO BE CORRECT. THIS MAP WAS PRESENTED FOR REGISTRATION AND
RECORDED IN THIS OFFICE IN PLAT CABINET SLIDE
THIS_DAY OF _ 19_AT M.
JOHN I. MORGAN. 9Y
_
REGISTER OF DEEDS ASST /DEPUTY
4 HOOD L. RICHARDSON. C�ER;j gYITNQT,UNNDEER MY DIRECTION AND
SUPERVISION THIS MAP AWN FR(*4N ACTUAL LAND SURVEY
US 264 TO
USING DOCUMENTS ot,ik4AIb A§ 9RDW4-Q* THIS MAP AND THAT
GREENVIILLE
THE ERROR OF CLSC,WIS L,10,0074SLGI EALATEO BY LATITUDES
�.
AND DEPARTURES' i{At P'11S MAP WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 IISrxmgfvED, NQ DE710"II OTHER THAN AS IS
SHOWN ON THIS #AP Has E01 ABOi 7-30. SECTION 3.
\
Po45M/N
IF1, 111), "TNES H AND b�AL�HI T DAY OF JUNE,
1992 .�_
1: MCHARDSON, L.S.
NORTH CAROLINABEAUFORT
?nDCA
COUNTYKENNETH
M. $$efYtA UR NpTARY PUBLIC, CERTIFY THAT HOOD L RICHARDSON.
REGISTERED L,*TN} SURVEYOR, PERSONALLY APPEARED BEFORE ME THIS
DAY AND AC4"LECGEO THE EXECUTION OP. THE FOREGOING INSTRUMENTWITNESS
MY HA`NDA SE THIS' ZA TH 4Y OF JUNE ,':992
1
MAP
aie
KENNE ti M-SE OW, COMMISSION E ES 12 -'02 92
NO SCALE
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\ LOT OI
6.23 ACRES-
� F �
LANT R
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Y'D
STONE
RETARD
liI LIT
F. RAY MOORE OIL COMPANY, INC. 9
\ 6\ O
D.B. 920, P 53E 5 (�
0 QP
NON-EXCLUSIVE
UTILITIES / 'b
EASEMENT i�
/ P �
O 15 30 45 60 120 IBO 240
GRAPHIC SCALE
2
4S
BYP
\ s _
4'45NIN6'� r
I o
i
Oq9
-- a' IL1
9�.
U
POWER
WITH
10'
NON-EXCLUSIVE
UTILITIES
EASEMENT
REFERENCE
PLAT CAB, D, SLIDE 11
PLAT CAB. E, SLIDE 4-4
D.B. 911, P. 734
GUY /� s
WIRE
THIS IS -0 CERTIFY THAT TRIS LOT 15 NOT IN THE 100 YEAR FLOOD HAZARD ZONE
ACCORDING TO FLOOD INSURANCE RATE MAP 370017, PANEL 0003 8.
NOTE: EASEMENTS SHALL INCLUDE 5BOTH SIDES OF EACH TAP
LINE TO 5' BEYOND THE WATER METER.
REVISED MAY 18, 992 - WA a AND SEWER EASEMENTS
WATER AND SEWER EASEMENTS
Cherry Run Associates
City of Washington Beaufort County
Washington Township
North Carolina
SCALE: 1"=60' SURVEY DATE: MARCH 20, 1992
SURVEYED BY: HOOD RICHARDSON, P.A.
208 NORTH MARKET STREET
WASHINGTON, N.C. 27889
PHONE [phone]
LLR 11 F.B. I6', P 104 87-0I-394-8
F.B. '.63. P 072 92-01-086

AREA MAP
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LLEYROAO �o
a
30 00' Al
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W ty
19
8
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N 31 1 02"E c 226.52'
ANNA W:P+TSON LILLEY
DALTON
_.GI�gN. VILL
ILE LMARILYN'vE Y
AWREVgTSONMOORENCE
D.BguKELTOMOOR
E
D.g1'P479
JE;9F)2. 61
SWALED AREA
P5g0 9Q1
O0
NOTE 1: L OCAI-ION r P NA URAt. CAS UNE AL ;Ni, 0'C H4A' •t' 264
PIGE-11 DID .WAY LINE IS UNKNislV,4N
NOTE 2: INFORMATION ABOUT THE CITY OF WASHINGTON WATER LINE
ALONG US HIGHWAY 264 IS TAKEN FROM MAPS PROVIDED BY
THE CITY OF WASHINGTON.
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9.5
LEGEND
•
FOUND IRON PIPE
NEW IRON PIPE
POINT
DITCH
POWERPOLE
s
SEWER MANHOLE
Ir
TELEPHONE PEDESTAL
®
DROP INLET
a
NC NATURAL GAS WARNING SIGN
#F
AREA LIGHT
IS
FIRE HYDRANT
10 8 x
SPOT ELEVATION
CURB & GUTTER
I'
STORM DRAIN MANHOLE
16" WATER LINE 3 2U i0
x (4.3)
WATER DEPTH
,Y
ACCESS EASEMENT
C m
DATUM: 1929 FROM BEA 110
TBM 1: NAIL SET IN POWER POLE 1.0 FEET ABOVE GROUND,
I'CL-E HAS STREET LIGHT frNL'�i IS LOCATED 20 FEL I
FROM A FIRE HYDRANT AND 17 FEET FROM THE BACK
OF THE CURB OF U.S. HWY 264. ELEVATION 12.1 FEET.
TBM 2: NAIL SET IN A 14-INCH PINE TREE 2.9 FEET ABOVE GROUND.
THE TREE IS 12 FEET FROM THE CORNER OF THE POND ON
THE WEST BANK. ELEVATION 12.1 FEET.
THE 1929 DATUM BASE FLOOD ELEVATION FOR THIS RATE IS 10.1 FEET
ACCORDING TO FLOOD INSURANCE RATE MAP 37205676J, DATED
MAY 15, 2003.
ITT,,,
I
' REVISED 1/29/10 - NAME
CHERRY RUN ASSOCIATES
wGl'��`'
CITY OF WASHINGTON BEAUFORT COUNTY
NORTH CAROLINA
SCALE: I" =30' SURVEY DATE: APRIL 23. 2009
HOOD RICHARDSON. P.A.
ENGINEERS -GEOLOGISTS -PLANNERS
110 WEST ?NO STREET
WASHINGTON, N.C. 27889
PHONE: [phone]
DPD 09-01-065-A.
A

0
0
SR 1430 YYY Ilk
LILLEYROAD ao
NOTE I - L(X'-'A FiCAN (.)t- NA-5-if AIL,tt i IlJNE /U k 'Ne' 1_;," t 0'-;Hv`Jl`fy 264
'RiI,"&I F.-ma's- A.Y LINE IS UNKN(-',WN.
NOTE 2: INFORMATION ABOUT THE CITY OF WASHINGTON WATER LINE
ALONG US HIGHWAY 264 IS TAKEN FROM MAPS PROVIDED BY
A r, (A,
THE CITY OF WASHINGTON.
4"
/*
ANNA
V�-i'-'-SON LILLEY 230 00' DALTON GRANVILLE LILLEy
ARILYN
61 1 1'02"W M,
LAWREN vVATSON MOORE
6 CE`
D,B, 929
--HE4-LTON MOORE
), P. 79
D-&
0("9, P 621
On
CD
m
CD
71
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N 61 1 1'02^E 59.24' N 6 1"! 4'02"E 30 "'0'
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ITT 000
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sit 10.7 10 ACCESS EASEMENT 94 (3-5 (3. 0)"1
6 It O�
'v7; 0 o. m
1 0 I"-S OWN 0-9 f CrAD
E m -N161 JI t N 61 1 1'02'E 246.52'
1.6 12.4 N 61'11'02"
On
L)IDGWool) 200M' r 9
12. 1 A- -6A
12CROWN BAY 11.5 A.— - —41 FRlili
10-3A I -�7 �-4
CD S W 1.111 -F, 10 !PRE TREATMENT) SWAIJ`� 70
INGRESS EGRESS FA A o CA I ? -
0 zNr DRAINAGE EASEMENT I PFRMANE'.'FT Q0
21 C? WA-
8'48'58'W D. B. 954,
N ll"�" S61*1VOTW 296.5Z 3)
30.00' 50.00, CROWN 1 .6 9.7
S61011 z Af
On
2.5A- 1.9 t.All 2 -3 INGRESS EGRES$ EASEMENT /0 70 9 9t 9 5 -5 -�b.
!2 co Jl� " C9 T-� *-- ")
CD 5- C�Ot . 7 -7 1
D.B. 954, POL 1035 &
9.541 9.5
10II SIIRUB TRIl; ik-1 Q) Ell rL.
98
151 CROWN 13. 1 61-1110 )l 150. 10.9 9
2 1-
�WALK� RAMP 41
z t-I EASEMENT
4 STEPS
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FURNITURE 16
SIGN
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7
72 9 N61'11'02"E 270.00'
SWALED AREA
9
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Q
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30 0 30 60 90
51118m 9111—
GRAPHIC 5CALIJ - FEET
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(3.4)
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(4.4)
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AREA MAP
� '., kI F
S!', E
� Aft OVI f'
m
LEGEND
• FOUND IRON PIPE
NEW IRON PIPE
POINT
DITCH
POWERPOLE
SEWER MANHOLE
TELEPHONE PEDESTAL
a DROP INLET
NC NATURAL GAS WARNING SIGN
i* AREA LIGHT
4s) FIRE HYDRANT
10 8x SPOT ELEVATION
CURB & GUTTER
STORM DRAIN MANHOLE
........ 16" WATER LINE
X (4.3) WATER DEPTH
ACCESS EASEMENT
,L7 IZ—
aIANA(`
f3 Q, 1 cl
DATUM: 1929 FROM BEA 110
TBM 1: NAIL SET IN POWER POLE 1.0 FEET ABOVE ND,
C,LE HAS 3T REET LIGHT AND IS LOCATED 20 FEET
FROM A FIRE HYDRANT AND 17 FEET FROM THE BACK
OF THE CURB OF U.S. HWY 264. ELEVATION 12.1 FEET.
TBM 2: NAIL SET IN A 14-INCH PINE TREE 2.9 FEET ABOVE GROUND.
THE TREE IS 12 FEET FROM THE CORNER OF THE POND ON
THE WEST BANK. ELEVATION 12.1 FEET.
THE 1929 DATUM BASE FLOOD ELEVATION FOR THIS RATE IS 10.1 FEET
ACCORDING TO FLOOD INSURANCE RATE MAP 37205676J, DATED
MAY 15, 2003.
RE 4SED 1/29/10 NAME
J.
,
"4 KHER RY RUN ASSOCIATES
off 100%
CITY OF WASHINGTON BEAUFORT COUNTY
NORTH CAROLINA
SCALE: I" =30' SURVEY DATE: APRIL 23. 2009
HOOD RICHARDSON. P.A.
ENGINEERS -GEOLOGISTS -PLANNERS
III) WEST 2ND STREET
WASHINGTON, N.C. 27889
PHONE: [phone]
DPD 09-01-065-A

F f '
k.Isu..,rE gyy .
bt" i
7Lj
to i 6' COME COVER
' I WITH No. 1
AT 6' O.C. POTH WAYS
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1 1
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11 I
1 1
(u A.YI S COMMIE
sums aN E10
8• 8=0 B'
TOP VIEW
5L 4
sRQUT
DO
THIS AREA TO REMAIN CLEM,
WEIR OPEN ON 3 SIDES 9.0 MSL
2.750 304 90 PVC
MITERED TO BE FLUSH
WITH STAUCTUIE FACE
B.6 mm W
7.6 MSL GTE VALVE ; ; QU. FCP
1 1
12' CIP 1-0
MSL
IE - 6'
• 9'
I. 6.41
9.5
INV. Or 30' PICP \\
INSIDE DRAINAGE AIL 30P
FOR PRIMARY DETAIL 302
N FOR PRIMARY OUTLET S7AUCT
r BRASS LINED EMERGENCY
SPILLWAY. WEIR ELEVATION
AT 9.7 MSL.BOTTW WIDTH
89'. DEPTH 10'. RIP RAP BOTH
SIDES CHANNEL W17H MEDIAN STOVE
SIZE Or 6' TO DEDTH W 12'.
367.42
9.1 /
F
17.10 ' 25' E / BTEMPORARY
SEDIMENT BASIN
589FEET
36' HEIR LENGTH 12 FT
/ TOO W HEIR 8.9•
BOTTOM OF HEIR 6.5'
TOP ON CAM 10.0'
SEE
SEE PRACTICE 6. 60 IN SPECIFICATIONS
t'STOW FIL IFA�L
6.23 acre
271292.37 ft'
!0 •
Y r 3d0 A A
W
o
z B a' / Plan
H
9.3 d
8 0.8
11=1 I
/ 1 I-7 � Ia ,,,11141TI
B Section AA ,Fier
blanket
GRADE 1O NO. 5 STEEL 9.4
�INTCENTER Or SLAB OUTLET STA01 r7 TION STRUCTURE "NEW OR ''LET
30
Lr f0'
Y • /.5•
B I
SCALE' NONE
W.
:: fz5.
SECTION " B - B "
MEDIA STOE SIZE - 6'
MAX STOVE SIZE - 9'
SEE PRACTICE NO. 6.41
GENERALNOTES
IN SPECIFICATIONS
MANHOLE COVER TO BE DEBROTHERS
Y77M WORDS 'STaFN SEVENO..
f/1
INV: B.9
GROUT 6' CONCRETE COVER WITH
(1)
LOCATION OF EXISTING UTILITIES MERE TAKEN FROM SURVEY AS PROVIDED
NO. 1 BARS 6 6. O.C.
BY MR. HOOD RZOWESOM, RLS AND AVAILABLE NAPS FROM CITY OF MASHINGTON
BOTH WAYS.
AND NORTH CARDLIMII NATURAL 6AS.CONTRACTOR IS TO VERIFY LOCATION AAD/QR
•
• . •: ' •' D• . , .. a .
STRUCTIBE MAY BE CONSTRUCTED OF EITHER
EXISTANCE OF UTILITIES% EXISTING 6RAO�Ea AND ELEVATIONS AT POINT OF
'Q
'•
CONCETE UTILITY BRIO( 1J19B0 IS ACCEPABLE)
FROPO COMMECTIONS.
'
(41 41s Me CONCRETE �
OR CAST IN PLACE3000 PSI CONCRETE. IF
*B I6 MW WALLS ARE TO BE PLA�'rEREO
(2)
TOP SOIL IS TO BE STOP( PILED AS SHORN/ ON PLAN AND PLACED AROUND
IN PLACE.
BUILDIN6 AND OTNER�AREAS SCFIEDULED FOR LANDSCAPING SO AS TO PROVIDED
:
1' PRECAST CONCRETE COVER WITH 11 REBIN
POSITIVE ORAIN46E.ALL EXCESS MATERIAL IS TO BE REMOVED FROM SITE AT CHOSE
EQUALLY SPACED AT 6' O.C. IN BOTH
OF PRJc/.sO
r"" '
GTE VALVE
DIRECTIOl4.MUME AIN6 IS TO BE 'SET
IN 112- OF CWNTE AND �POUTED MONO FLANK. TM'ON011"Y
(3)
je
GENERAL CONTRACTOR IS TO CONTACT ULOCO AND ALL UTILITY C04 PLNYS PRIOR
TEMPORARY FABRIC OiOO IN.EI
�1EINISPECIFICATIONS. EE PRACTICE N0�
TO BEGINNING EXCAVATION TO ALLOW APPLE TIME FOR LOCATION OF EXI$TIN6
USE (I/ UTILITY BRICKS ON END FOR CORER
UTILITIES.
r
30' RCP
SLI PORT.B9ICKS ARE TO BE FULLY &ROUTED
TO EACH OTHER STAUCT�PE. AM PRECAST TO'.
(4)
SOW&UL CONTRACTOR IS TO MAINTAIN IN PROTECT FIELD OFFICE AT LEAST
L
12' CIP DENATE*4 OUTLET WITH GTE VALVE
ONE COPY OF THE DRAINA¢'E AND EROSION CONTROL PLAN WITH PROJECT 141M/AL
_ I
fOp
EXTENDED CONTROL ARM SECURE TO STRUCTURE NALL
FOR DAILY REFERENCE.
A
w
ARIQUIRED FOLLOWOM NRGNFTCANT RAINFALL EVENTS. MEEKLY BASIS qR
N
(6)
6ENERAL CONTRACTOR TO ACQUIRE DRIVEMAY PERMITS FROM N.C.D.0.T. AND
` �o
o
o
CITY OF MASHIN670N.ALL DRIVEWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH
NCDOT STD.ALL EXISTIN6 DRIVEWAYS NOT TO BE USED ARE TO BE REMOVED AND
a
CUD AND GUTTER EXTENDED IN ACCORDANCE WITH NCOOT STD.
SECTION " A - A "
z
(71
PROTECT ENGINEER IS TO BE CONTACTED UOON FINDING DISCREPANCIES BETWEEN
S.D..
0�'6 62 INSPEC
THESE PLANS AND ACTUAL SITE CONDITIONS THNT CONSTITUTES A OA1 W
IN PLANS.
(0)
DETAIL SPECIFICATIONS AND DRAMIN6.S OF PROPOSED EROSION CONTROL MEASURES
3 n PRIMARY OUTLET
�
STRUCTURE
AREMIT A9OXE0 IN THE SOIL EROSION AND SEDIMENTATION ALA. PLAN ALQN6
WITH PROTECT CaLSTRUCTION SEQUENCE AND SEEDING FOQrA/LA.
SCALE: 112" = 1 •-0"
3'49'13" W
121.40'
(9) UTILITY CONTRACTOR TO COORDINATE ALL MATER AND SEWER SERVICE TAP WITH THE
CITY OF MASHINSTOK DEPARTMENT OF PUXIC MORKS.UTILITY CONTRACTOR IS TO
SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY OF MASHINBTQI4 DEPARTMENT OF
PUBLIC WORKS AND PROJECT ENRINEER-PRIQR TO BEGINNING UTILITY NOW.
N 28'48'58" W 1v N 28'48'58• W
T 99.57 -h N - . - . - . 510.94'
TC If.2 TC 11.5 TC it.8 TC 11.9
STONN DRAIN
INV: 9.21
t.tgrS C1
`4� 64WING
170P Of DAM 10.7
EMER6ENCY SPILLWAY 9.7 10 YEAR 21 HOW STORM RUNOFF. 9.7 MSL
•__-__ B.OMSL
1_S7ORN RUNOFF STORAGE
• B.6 MLSL _ ----
' FULL F'Of0 (PERMANENT _ ---- - -_
u
•1 __ HATER OWLITY POD.) _ - -__- - --
4
n•
5.1
CROSS-SECTION STORMWA TER MANAGEMENT IMPOUNDMENT
SCALE.' HORIZONTAL 1 W = 40'
SCALE.' VERTICALNEH1PERPUTRIPRAP 2OUT�5' �►•u
ET
PROTECTION FOR FES 12
Ls - 10'
Y • 3.75
W - 4.25
W 12'
MEDIAN STONE SIZE - 6' w
MAI STORE SIZE - 9'
SEE PRACTICE NO. 6.41
IN SPECIFICATIONS.
FES 12
INV: f0.I
NL9CLWCIOPA�
I I I N
10.2 +
50.00' R. .9 u�EP 10. + EP f0.5.
TM 14.2 + �-
RETAIL K
9
11.0 -- i RETAIL J o
RETAIL I
m
RETAIL m
RETAIL 6
•�. .''. .''. .'', RETAIL f
1 .5
_ D' zo.6o 24
FOOD LION RETAIL E { '�
�H/C o
F.F. ELEV. 11.5 `
WC O
i
+ TK f1.TM f1,2 +
f9. DO' 3f .0' 2 WC -
2.5 1AI• 1 + i. I
(U O O H/C
n Q T-_
O o TY 11.2 4 T1
Ol + EP 14NQPAMJNr NO ING EP 14.2
4p PIJiCEL PICMUP _ PARC 1 I
m
FZ
11 Lr
r
2 0
I
Ili C C 1 EP i
N E f/.
T + 0 220 PARKS Bt 1MDv 175. 0 '
i TOP 13.4
SILT FENCE - SEE
No. 6.62 IN SPECI
iFJPORARY 6RA YEL CONSTRUCTION
FN7RACE. SEE PRACTICE NO. 6.06
IN SPECIFICATIONS.
I
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ENTRA E. SEE PRACTI
IN SP IFICATIONS.
. 6.06
u
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STOVLM M.H. 11
TOP 13.7
'
i i INV WT: f 1.9 INV IN 11.7
f9. 30.00' 38. 0 25. 00 3B 00' 5. 00' 38 00' 28.00' 5 0 i i i INV OUT: 11.6 (n
EP 2.5 _ _ _ _ I SLAG: I URGE
i , - 30' DRI VEWA� CL
C.B. 11 i ' I m
I------
OO I2.1 132 L.F. 15' CP r 0. 65f ------ -- ..
VN• 9.3 , -- f3.0 7EMOURY FABRIC WOO INL E7
EP f2. +
VT: 9. I C.B. 13
o-- PA°7EC7IW.SEE PRACTICE N0.
o FOtWDATION BE TOO f2.f 6.51 IN SPECIFICATIONS. ^.
REMOVED
I INV OUT: f0.1 fn n
. • V � U
- LIMIT OF CK PIE ----------- --- a) o
EP 2.4
1 � DWELLING � l0 Oil
1 -._ 00 EP 13.0
' s
li in
°EDv3 aDrlc ' 6 ^ 33461_35_ ft'ID
-'
1 , i U
I
o f f2.9 30. Do _
1n. ipAf
13.3
06. DO
0
N
•ADODSLu i i ' ' � • � � N
I EP 13. • I I 3.6 WATER
♦ �0 / + ' ' + ' 48' S(j" W �° 'or
METER
N ' 49' 3
I ST N 16- HATER LINE I 1 250.00' 0 Q HYDruNT 23.94'
t
TC 17.! I TC 12.1 TC 12.5 TC 12.7 I 7C 13.0 TC 13.1 TC 13.2
♦je- -
EXISTING C.B. TO BE CONVERTED
TO DROP INLET PER NCOOT STO
. ... . ..Y]SIIN6
TRAFFIC
LIGHT
_. WES FATI TJT a77lTGL I-/�. 4 CU-. .-. .-. .--.-. .-.-.-.
100' R/W - 65' BIB - - - -
-. ._. ._. _. .. ._. ._. ._._._EXISTING B' SANITARY SEWER LINE
301 DRAINAGE G EROSION CONTROL PLAN -
SCALE: 1 40 '
cc
W�
Z 0.
L
V �
to z
> J
cl
law ICE
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v
_ cz
cz
j 2
2 \
Q Z
W
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= 3
c
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V
Date
20 DECEMBER 1988
Revisions
Drawing no.
A 3

TRAFFIC
00' " - 65' BIB
_ EXISTING B SANITANY SEWER LINE
201 SITE GEOMETRY PLAN
SCALE: 1 "= 40 '
E� m
THOMPy�
Date
22 NOVEMBM 19M
Revisions
Drawing no.
A -2

_4� Or
N W Aa
RUG FOOD LI❑N &eV_LOW
o SHOPS ►0o,tl°r+
EbR'a COIICRETE Ir LETTER I
- - - - -- _
.Zr. o- PARCEL PIS CAE u a.geltCE-a 4 y S!i J COVERf.o Mlrtt MA(k /
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Notice: TRADE and DESIGN PROTECTION
This design and *AN pUm
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of WIMCO CORP. Use without
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O NEW IRON PIPE
• FOUND IRON PIPE
O POINT
Q N.CD.O.T. CONCRETE
RIGHT-OF-WAY MONUMENT
a CATCH BASIN
o LIGHT POST
o POWER POLE
------------- UNSURVEYED BOUNDARY LINES
ROAD RIGHT-OF-WAY LINES
MANHOLE COVER
O IRON ROD
N TELEPHONE PEDESTAL
OVERHEAD POWER LINES
CANAL
-- - EASEMENT LINES
NORTH CAROLINA
THE FOREGOING CERTIFICATE OF
IS CERTIFIED TO BE CORRECT. THIS MAP WAS PRESENTED FOR REGISTRATION AND
RECORDED IN THIS OFFICE IN PLAT CABINET_, SLIDE
THIS-- DAY OF __, 19_AT M.
JOHN I. MORGAN, BY
REGISTER OF DEEDS ASST /DEPUTY
� 5�
\h LANTT R
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2 Nm.
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F. RAY MOORE OIL COMPANY, INC.
O' N� D.B- 920, P- 536
0 P C SLo NOWEXCLUSIVE 6
UTILITIES
EASEMENT
\ F \
/
0 15 30 45 60 120 ISO 240
GRAPHIC SCALE
f
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LIGHT
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J. S. D MB10. P017, �9 INC.
10'
NON-EXCLUSIVE
UTILITIES
EASEMENT
REFERENCE
PLAT CAB. D. SLIDE 11
PLAT CAB. E, SLIDE 4-4
D.B. 911, P. 734
THIS IS TO CERTIFY THAT 'HIS LOT 15 NOT IN THE 100 YEAR FLOOD HAZARD ZONE
ACCORDING TO FLOOD INSURANCE RATE MAP 370017, PANEL 0003 B.
NOTE: EASEMENTS SHAI.L INCLUDE 5BOTH SIDES OF EACH TAP
LINE TO 5' BEYOND THE WATER METER.
��11EEYY�� REVISED MAY 16. '',992 - WA'i R AND SEWER EASEMENTS
L.
DIRECTION AND
SUPER SIONT�M R'ARA§-9HO UNDER
HIS MAP AND THAT U5264TG ' WATER AND SEWER EASEMENTS
',SING DOCUMENTS O tiE' A§' �QI{YY7HIS MAP Y L THAT REENVILLE SITE �9
THE ERROR OF CL IS LI piAQP AS'EALWLATEO BY LATITUDES `��
AND DEPARTURES," 1416 A6AP'YAS PREPARED IN ACCORDANCE _ _ 4'1
WITH G.S47-30 APHAS EO,Na DE ABO1 - OTHER THAN IS .i , v>I- 1 Cherry Run Associates
SHOWN ON THIS j�AP HAS EEN�'!A[•�`,�'E ABO' . 4]-30, SE.CTION 3,
IF I. II11, WITNES H AND SBALTHI T. DAY OF JUNE, 5 STREET
1992. _i M1ff NOTE 0 WE_
1. MCHARDSON, .L.S. L-2522 - kF CrF �'M�—`�``'18,S / \ s City of Washington Beaufort Count sT s - � �_ '" Y 9 Y
NORTH CAROLINA 4 SA\N'rTRff /^�> I WASHING �` C O Washington Township
REAUFORT COUNTY ..' * i '.,, OS? \ ql , - 1
KEENNETH M. *Y�E-61IR NQTARY PUBLIC, CERTIFY THAT HOOD L. RICHARDSON, \- ' �'� �I i L_ _ �`�/ \` North Carolina
REGISTERED LIA SURVEYOR. PERSONALLY APPEARED BEFORE ME THIS s 3
DAY AND ACIppp�� EDGED THE EXECUTION Of, THE FOREGOING INSTRUMENT. SR. 1403 �6 SCALE: 1"=60' SURVEY DATE: MARCH 20, 1992
WITNESS M't4m D,AND 5 THIS 24 TH A1' OF JUNE :992 ROAD
CLARK'S NECK S"P /PO
SURVEYED BY: HOOD RICHARDSON, P.A.
AREA MAP s 208 NORTH MARKET STREET
'--�- NO SCALE WASHINGTON, N.C. 27889
KENNF tlM.S OW COWNSIONE ES 12/02 i92 PHONE [phone]a72
LLR N F.B. 161, P. 104 87-01-394-8
F B '63. P 072 92-01-086

k AREA NAP ro
�0 $ NO SCMX
NOTE 1: LOCATION OF NATURAL GAS LINE ALONG US HIGHWAY 264
7Os
70 s i PRELIMINARY rol, V. i i s RIGHT-OF-WAY LINE IS UNKNOWN. 15TH ST.
�,, � 17
° sk s2 s k NOTE 2: INFORMATION ABOUT THE CITY OF WASHINGTON WATER LINE SITE
° 24 22^ k 7 ALONG US HIGHWAY 264 IS TAKEN FROM MAPS PROVIDED BY p A
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GREENVILLEI > y
,O 04k k°�° s,° THE CITY OF WASHINGTON. 5TH )T.
9
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l k 4k \-__-___--___ ______
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11�Cw, k SPRUCETRE6 sk 7. p o m rn o
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I 12.1k 12.5 k12.1 12.1 22�1 DOG WN _lE k200.00' K) 1 98k (3.4 o
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N28°48'58"W D.B. PG. 1035 \11 g•SHRUBTREE -r `�' ° k 3'PERMANENI'PooL '7 Iloo�� (3.3) (3.4) o
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9.7
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W D.B. 954, Pam: 1035\ o k,
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\ \� ° I rTi 15'CROWN13.1 61°11'02" 150.00' ` >> 11.4 10. \ \ k 9.8 kk 5 k
,'_ - sc 4 N'3' 8 ( (3.4) 0 NEW IRON PIPE
72 4 0 73 4j.� STEPS WALK `: RAMP ...00, 10 • 3. 4) k
\ \ FARMERS 7 ' Q O 81, 49, 0 e `1• 1.6 1-7 \k,0:` �.�, (4.4) ---- ---0 POINT
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\ \ I
7i•S A \ i / k�� ��k k 10.9 © TELEPHONE PEDESTAL
�, 9 , /IZ z (k ® DROP INLET
hc,y \ \ v .7 7 N 4•7) R NC NATURAL GAS WARNING SIGN
n
7 !� ' 72)�N� G 3° sk sk G�'95�, �� \ \ \ ce p O #I AREA LIGHT
7.9 f Qe ARO c) k d FIRE HYDRANT
k v, ��- A p (3.2) 10.8 x SPOT ELEVATION
A I \ L �� ARC/FS i S v \ �' CURB & GUTTER
? Q,q�RF\ S68 �� o G� (3.3)k �� ®- STORM6" WATER LINE MANHOLE
\ \ \ V C x (4.3) WATER DEPTH
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NT
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\ N DATUM: 1929 FROM BEA 110
�� A.
12.9 N 61°11 OrE 270-W N`
z k12 7 7 10.gk TBM 1: NAIL SET IN POWER POLE 1.0 FEET ABOVE GROUND,
m s
POLE HAS STREET LIGHT AND IS LOCATED 20 FEET
\ \, o 000 9.8 SWALED AREA �+
0 3 J FROM A FIRE HYDRANT AND 17 FEET FROM THE BACK
11. s.2 8.1 to.27.9 1�� k k OF THE CURB OF U.S. HWY 264. ELEVATION 12.1 FEET.
\ V 11.4A-
k L
O ° k11 J 10.4 _
,A 1_______ N611102"E 226.52 m .8
TBM 2: NAIL SET IN A 14 INCH PINE TREE 2.9 FEET ABOVE GROUND.
a o y n I m `•��(i� o
` THE TREE IS 12 FEET FROM THE CORNER OF THE POND ON
O �i
0.4
THE WEST BANK. ELEVATION 12.1 FEET.
it 9.6 ��cP
m� u
z x o QQ NOT To �THE 1929 DATUM BASE FLOOD ELEVATION FOR THIS RATE IS 10.1 FEET
y
��� SCALE 2p ACCORDING TO FLOOD INSURANCE RATE MAP 37205676J, DATED
z I TN MAY 15, 2003.
11.7k �J GHQ` -9k 9.4 °?i
9.8 o� o
o Orj9e Cy Os SITE PLAN FOR:
A�NOT TO
SCALE $
DOLLAR GENERAL
30 0 30 60 90 CITY OF WASHINGTON BEAUFORT COUNTY
9.3 NORTH CAROLINA
GRAPHIC SCALE - FEET `�k SCALE: /" =30' SURVEY DATE: APRIL 23, 2009
HOOD RICHARDSON, P.A.
?•4 © s 5 ENGINEERS-GEOLOGISTS-PLANNERSi10WEESTSTREET 2NO
WASHINGTON, N.C. 27889
PHONE: [phone]

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