SW8031012_APPROVED PLANS_20041216

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

I
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LANIER DRIVE — 60' R/IN
—50—
't:s
' ' .01' S?5
I I 6' CHAIN LINK ,n 10.2 —
FENCE
WOOD FENCE
1 ASPHALT I I
1 AREA ASPHALT
IAREA
(REF: D.B.1662. f
j P.55) � I
f I
f o NJ
f Q� I
1 1J
0
in
f' f �9 za f
rK : o ASPHALT
i w m rn AREA 09
wm
I � � , IA
ASPHALT
REA
1 � �
X
1 '1 S 0617'22' E
S
1 � �
1� I
1 I r• 6• CHAIN LINK
I f I FENCE
1 1*
x x
1 I PROJE
1 ! BOUNI
� f i
j 4 l ASPHALT
AREA 1
1 1
N
Of w 0.46 ACRES I
0 (20,032.34 SO.FTI)
V. cO (REF: D.B.1673, P.k4)
v j ao
it �+ N
CN
z to f
co
1
1
ASPHALT L
AREA
or
INV.= 46.31'
F.H.
xl T. 1 RCP
INV,=4
9
� .......
49
4g. ,...
47
R/W / W.V. El ag 10Q
�r
XIST, 1
W.V.
R/W
+► REF: D.B.1680, P.969
u D.B.1662, P.55
D.B.1829, P.906
M.B.30, P.67 (LOT 1,2.&3)
cl M.B.81 P.53
a M.B.40, P.127
4
finIoN n1
-2550G
R/W
R/W
\ 25' M.B.L.
xe \
� o 0
SECTION II
PARK EOGEWOOD PARK EDGEWOOD PARK
.30, P.67, SL G-255 M.B.B, P.53 M.8.8, P.53
I \ I I
I
r-DEPTH AS REQUIRED
WIDTH AS
REQUIRED
GRASS LINED SWALE
NO SCALE
1 NOTE, NO WETLANDS EXIST ON SITE.
I LINK
;SERVED
:WOOD PARK
S. P.53
V. = 38.14'
x
OYMERdDMOPERA
JEFFERSON MICHAEL DRUM
1203 CASTLE DRIVE
JACKSONVILLE 28546
[phone]
R/W
VICINITY MAP - NOT TO SCALE
�R7'H PaR Y�+p,
P.f27
LEGEND
EIS - EXISTING IRON STAKE
ElP - EXISTING IRON PIPE
SIS - SET IRON STAKE
SPK - SET P.K. NAIL
P.P. - POWER POLE
W.V. - WATER VALVE
D.I.- DROP INLET
R.C.P.- REINFORCED CONCRETE PIPE
F.H. - FIRE HYDRANT
R/W - RIGHT OF WAY
--E-- - OVEREAD ELECTRICAL LINES
--a-- -6' WOOD FENCE
--X-- - CHAIN LINK FENCE (HEIGHT NOTED ON MAP)
x45.62' - SPOT ELEVATION
® - EXISTING AREA ALREADY DEVELOPED
I#[i11€II�I CLEARING LIMITS
SF SF- SILT FENCE
DRAINAGE AREA
- - -4o- - - - - EXISTING CONTOUR LINE
M PROPOSED CONTOUR LINE
PROPOSED GRADE
SPECIAL NOTE:
SEPTIC SYSTEM LOCATION PROVIDED BY OWNER
AND HAS NOT BEEN CONFIRMED BY DESIGNER.
CONTRACTOR SHALL CONFIRM EXACT LOCATION
OF SEPTIC TANK AND NIT. LINES PRIOR TO
BEGINNING WORK. CONTRACTOR SHALL USE
EXTREME CARE NOT TO DISTURB AND/OR
COMPACT SEPTIC AREA.
APPROVED
W" CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
� C� iNAT� QtiAu�
:�
DISTURBED AREA - 2.0 AC
R
STORMWATER PLAN
EROSION do SEDIMENTATION CONTROL PLAN
PREPARED FOR
ALOHA MINI STORAGE
JET= PERSON M I CH AEL mum
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOVEMBER 2003
SCALE: 1 "-30' F.B. 397 PG. 45
JOB 0238996 FILE NAME: BASE
GRAPHIC SCALE
JO O 1s 30 N 420
(INF')
I inch - 30 rL
SHEET 1 OF 2
- '
7 vsr r r — T-ri
Y r r � � �I �� ..I �,�!! ��Ir � i 1,' � .. ,r 1. h I•.r �fr �" i � wf LI �. r��i�����'i t151i1,1�,+ �� �� f�,
I '.1!�• fS !� .�: <••+dt .fir. t 1 :V, i.,.'.

'.L S 1 _ . ., _.1 .I: — 1 v [" _-- J �_ - - _ � 1 f -_ _�I. . _.. _i. _ " - ... _ L. . - _ .. . _ -_. .-I I. i:li_� « �_-_1 lr.
P
3
a
z
23
:n
/.
R/W
R/W
a [� R/W
I + :
I
f
rI 1
LANIER DRIVE - 60' R/W
fI
T0.2
r
y
25' M.B.L.
ASPHALT
I AREA ASPHALT I
AREA
r (FEr=: {3.B.1662, P.55)
I 1 w Ld
Q f m u�I
Q'�1I uj I Q�
cn �WIoqC � �^ I
I _
I W W 09
rn
fPz � zz rr O
x � + 5 1 ASPHALT co zn 5
I w m� to J AREA � Lu p0'
w 1 Q 0, SECTION li. SECTION II
oI N O II EDGEWOOD PARK EDGEWOOD PARK
rnI w
� M.B"30, P.67, SL- G--255 bl.B.30, P.67, SL. G-255
I r ,
ASPHALT -L ti
f AREA Z Z
xi w Co
I PROJECT
I BOUNDARY
J 10.2 f.• 2C D.&O.E.
S 06'17'22" E 100.04' SPKE aka
EXIS G PROPSWALE -
f E S 207.9'
I Y
AN
G
LF F. 1 fl7.. EXISTING CONCRETE SLAB o
FUTURE INI-STORAGE BUILDING
i z0.271
PROJECT 207.9'
BOUNDARY
ASPHALT
I AREA GRAVEL GRAVEL
f I AREA [DIP:RECT
ROOF DRAINAGE MUST BE AREA
I I! ED SOAS TO BE PICKED
BY THE POND 1.58 ACRES
(69,,,,024.35 S0.'FT.)
�1
_�liV � _j _ 1 9.4'
r 0.46 ACRES 16 o w " (REF:.0.8.1680. P.969
.0 (20,032.34 SQ.FT') z � n 11,11.30, P.67, SL" 13--255)
(REF. D•B.1673, P.904) 06 EXISTING C CRETE SLAB
I N z FUTURE MI
i-STORAGE BUILDING
N c° w
z 189.4'
GRAVE
vi AREA 193' GRAVEL 9 2
�} AREA LIMITS
20.2
1 .....,.r • 90.3'
;; •••,•••vv•rr vvvv, r,vv
ASPHALT ••••,••••'•• •,•••••• i� EXISTING CON RETE SLAB iV .
AREA :::: ;�::::: �:. ;•t N FUTURE MINI- TORAGE BUILDING RD7
\ ...••..••... •.•v,.•.w F.F. EL. 50.3 SIGN
.. :...':vvl.vllvvl
190.5
/ ..
s
TAMP CONSTR. GRAVEL
F.H. I 1 GRAVE
ENTRANCE AREA
PROP CURB -
"
RE PROP CURS F - .Pf -SWAkE
-- - - W
El zm SF SF
Ell
'7
W. V. - • _
- -
a
E
— — T 13Q-a-- - QQ' w
(GUM BRANCH ROAD)
+p REF: 0.8.1680, P.969
u D.B.1662, P.55
o, D.B.1829, P.906
L M.B.30, P.67 (LOT 1,243)
M.B.B. P.53
M-8-40, P.127
FDEPTH AS REQUIRED
--- WIDTH AS
REQUIRED
GRASS LINED SWALE
NO SCALE
C
EDGEWOOD PARK
M.B.8, P 53
PROJECT
BOUNDARY
CL"A" RIP
RAP (40 SY)
EIP 62
_ caoaoao
PF70f�~ SWALE O 1 5%
--
_- --
(p 0- 7. 90c4;
� F7,
Yt0a3.5fp�
EXIST WELL
PUMP HOU5E F
`Y l` I
6.0' w 0.68 ARrS
z (29,829 31 SQ>FT.p
(REF: D.B 182G, 9 6
I U_I u I
o l • I '-lo
I �.lti I
w L x I t-
N
r` SEPTIQ
`n TANK r-
Q L
f T-ST
OR_
EXISTING
r¢ I1--STORY � CARPOit.T
BRICK HOUSE 10
F.F. EL.=47.01'
L 4 .8'
PH ;
3' CONC.
WALK
i
I•
i
{�3F
{�} r I
i
hk� -
1
I ACCESS EASEMEN.
0
EDGEWOOD PARK
M.8.8, P.53
1
i
I`
rn
I k co
RESERVED
. EDGEWOOD PARK
M.8.8, P.53
x,
{ i
N PROJECT
F
/43OUNDARY
vq
r
o CONC. DRIVE IRAP (2l� SY)�1
Cr 0
IV. O Cj O pWi
d ��I o
N 06'33'08" W 1
t
PROJECT
BOUNDARY —
NOTE: NO WETLANDS EXIST ON SITE.
OWNER DEVELOPER:
JEFFERON MICHAEL DRUM
1203 C`�TLE DRIVE
JACKSGIVIL.LE 28546
(910) 6-8696
R/W
R/W
NC
VICINITY MAP - NOT TO SCALE
'o, P. 127
LEGEND
EIS = EXISTING IRON STAKE
EIP = EXISTING IRON PIPE
SiS - SET IRON STAKE
SPK =
SET P.K. NAIL
P.P. =
POWER POLE
W.V. =
WATER VALVE
D.I.= DROP INLET
R.C.P.=
REINFORCED CONCRETE PIPE
F.H. =
FIRE HYDRANT
R/W
RIGHT OF WAY
--E--
= OVEREAD ELECTRICAL LINES
-�--
-6' WOOD FENCE
--X--
CHAIN LINK FENCE (HEIGHT NOTED ON MAP)
x45.62'
= SPOT ELEVATION
®=
EX15TING AREA ALREADY DEVELOPED
= CLEARING LIMITS
-----SFF--- -
= SILT FENCE
= DRAINAGE AREA
= EXISTING CONTOUR LINE
= PROPOSED CONTOUR LINE
= PROPOSED GRADE
SPECIAL NOTE:
SEPTIC SYSTEM LOCATION PROVIDED BY OWNER
AND HAS NOT BEEN CONFIRMED BY DESIGNER.
CONTRACTOR SHALL CONFIRM EXACT LOCATIeN
OF SEPTIC TANK AND NiT. LINES PRIOR TO
BEGINNING WORK. CONTRACTOR SHALL USE
EXTREME CARE NOT TO DISTURB AND/OR
COMPACT SEPTIC AREA.
APPROVED
NORTH CAROUNA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIMON OF WATER QUALITY
05
R/W
R/W
DISTURBED AREA - 2"0 AC
STORMWATER PLAN
EROSION & SEDIMENTATION CONTROL PLAN
ALOHA MINI STORAGE
JEFFER SON MICHAEL DRUM
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOVEMBER 2003
SCALE: 1 "-30' F.B. 397 PG. 45
JOB ##238996 FILE NAME: BASE
GRAPHIC SCALE
30 0 15 30 80 120
( IN FEET ET )
I itch = 30 ft.
SHEET 1 OF 2
C. }'"7. _: -.� f,7 77 T 7-- ---f T - ! y T T
Ili•, #1u !,
•ry 7,^'r..r:� h- # tf f7 � , !' � ' -� -a , !YI)
y,. .. ,- a- ,.. .. a. :i .. l.. ra.,�

--- u _ -Z Z
EMBANKMENT SHALL BE CONSTRUCTED OF UNIFORM NATIVE
MATERIAL (FREE OF EXCESS SILT, ROCK, OR GRAVEL, DEBRIS
OR VEGETATIVE MATTER) COMPACTED TO 95% OF MAXIMUM DRY
DENSITY IN ACCORDANCE WITH ASTM D 1557 (8- - 12" LIFTS).
TOP
BERM (ELEV 42.50)
t- STORAGE (mow _41.01Z)
OUTLET
�r
Sk11=1�F
STRU� T
i
Q -
- --
1
rye 'i �; ._�
{ �
-BOTTOM.—
-
r
(r V 35-00
X3Lj
NORMAL
U ND (ELT 40.00)
VEG, SHELF
N
w
L 1
0
0 Q
0
Ln
Z
LLJ
J
0R!J�• R a
NOTE: ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION,
SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED. DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TAD(
WHERE SLOPES EXCEED 4M
MATERIAL
APPLICATION RATE
LIME
2 TONS/ACRE
20% SUPERPHOSPHATE
600 POUNDS/ACRE
FERTILIZER(IO-10-10)
1000 POUNDS/ACRE
APRIL - ,UJLY
FESCUE, KY-31
SO POUNDS/ACRE
BERMUDA (HULLED)
10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA (UNHULLED)
20 POUNDS/ACRE
RYE (GRAIN)
25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31
50 POUNDS/ACRE
MULCH
2 TONS/ACRE
ASPHALT TACK
300 GALLONS/ACRE
NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
SEEDBED PREPARATION NOTES:
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6" DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WALL NOT INTERFERE WITH 114E ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEED13ED PREPARATION,
AT FINISH GRADES SHOWN. SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTIUZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. iN ADDITION. PROVIDE 19 LBS/1000 S.F. OF SUPER
PHOSPHATE.
5. IF SOIL TEST 15 TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT,
6. TIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY ANO MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
CONSTANT POND SURFACE AREA 4,488 S.F. ® EL= 40.00
1" DESIGN SURFACE AREA = 5,509 S.F. ® EL= 41.01
APPROX. TOTAL POND VOLUME = 8,200 CF
ACTUAL FOREBAY VOLUME = 1,810 CIF (22.1% OF TOTAL VOLUME)
TREATMENT POND - PLAN
SCALE: 1 " = 20'
ANTI —SEEP?
/COLLAR 4 -
o al '`?5" OUTLET i
{
o ,
O o o
)11 O
000
0
a O-D
000
0
00o EMERG. SPILLWAY
(ELEV. 45.19)
EIS
5.0'
PROPERTY LINE
132.00'
tT�p NORMAL POND (ELEV 40.00)
zole
NORMAL POND (ELEV 40.00)
J�
PERMANENT POOL DIMENSIONS
SCALE: 1 " = 40'
EXISTING ROAD
R/W
R/W
6• 50' MIN,
rf,y LENGTH
CONSTRUCTION
ENTRANCE
PROFILE
112' MIN..I
(SEE NOTE)
PLAN VIEW
Construction Specifications
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
- designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) inches.
4, Width - Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into on
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, grovel, boards
or other approved methods.
b, Maintenance - The entrance sholl be maintained in a
conditior which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights-of-woy must be removed
immediately.
PLANTING SCHEDULE
NOTE: PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED FILTER.
STABILIZED CONSTRUCTION
ENTRANCE
SPREAD 4" TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE PRIOR TO
PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN THE LIMITS OF THE
NOT TO SCALE
DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN ONE PLANTING PER SQUARE
YARD:
S iE
Peitondra *gkIf Arrow Anse
Saggitoria iatwN011a Arrowhead/Duck Potato
AndropogM virginicus Broornsedge
Andropogen glornerctus Bushy Beardgram
Typho app. Cattail
Ceratophytlum DWQersum Coontaw
Sckpua pungens Common Three Square
Lerrma Opp. Duckweed
Soururus cemuus Lizard Tail
1
.,
Hibiscus moscl+sutos Morsh Hbiscus
Ponlederio cordato Pickerslweed
PotomogetM pectinatus Pand Weed
+
'}
;
r
Leersla oryraides Rice Cutgross
Carex app. Sedges
Scirpus vdidus Soft Stem StArush
Polygonnum app. Smortweed
dunces effesus Soft Rush
I
Nuphor luteum Spotterdock
Pon ICUm Vergatum Srltctl9raaa
...
, i(
,
.� •+
RE95
ULTRAVIOLET TANT (KAM) VRF1FABRIC
Acorus cdomus Sweet Flag
OR EOUIVAL.ENT SECURED TO IItE
WIN METAL Cups OR NNE AT Ir OFT
Elodeo canadensis Waterweed
12 GAUGE 4'X4' OR YX4' WELDED WIRE HDOIFD ON Tp
CENTER.
Valisnerla americans Wild Celery
�.
_, .
r
'
PRETORMED CHANNELS ON METAL POSTS. ORFASTENED
Zizania aquatics wild Rica
.- ��
TO CEDAR OR WOW WITH I STAPLES.
.
Jr`J
MAX"* SMN15NT STONAQE LVJU- REMOVE
SED11MEW SCH THIS LEVEL IS REACHED
AS
OR DIRECTED BY C0N3MVArI0N INSPECTOR.
RISER
DETAIL
TRASH RACK DETAIL
NOT TO
SCALE
NOT TO SCALE
/
NATURAL GRADE
I
gL77I
1
-'
CARRY APPROXIMATELY 12- OF FABRIC INTa TRIRKN,
I
F
{
— ODYER wrri SIOL AND TAMP BAOCFLL-
L.{
-
- .1-.
CARRY 6' OF WIRE INTO TRE*CH,
2' M1IN1MUM
•--�ha
r- .. .
_ `--
RISER W/ ENCLOSED BOTTOM
'AT1VE SHELF TRASH RACK WITH
F POND (6:1 SLOPE) 4 REBAR 4' O.C.E.W.
# { )
FILL TO INVERT W/ CONC
ANT!
/- SEE
—SEEP COLLAR
DETAI L}
METAL_ CEDAR OR 4X4" TREATED WOM POSTS AT a'
� ° .. oT-F rFNrTT+ MAXIMUM CEDAR AM woo0 Pvsrs slKwtn
BE Y DEEP Mraw1M.
G SCHEDULE)
TREATMENT POND - SECTION
NOT TO SCALE
1/4' TRICK STEEL
PLATE
54' HLNINUN
ANTI -SEEP COLLAR DETAIL
NOT TO SCALE
REVISIONS BY:
CRYSTAL COAST ENGINEERIN(, P.A.
3817-3 FREEDOM WAY - HUBERT. N.C. - 2853
Phone [phone] Fax [phone]
www.crystalcoastezxgineering.com Da►id 3. Newsom, PE
REVISIONS:
2/27/04 PER`.1"NR
SILT FENCE DETAIL
NO SCALE
FOR
ALOHA MINI STORAGE
JEFFERSON MICHAEL DRUM
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOVEMBER 3, 2003
SCALE: AS SHOWN F.B. , PG.
JOB # 238701 FILE NAME: POND
SHEET 2 OF 2
- - - 77-' - 7- r . 7 r--r-r--�T —T 7777 � TS-,7-T-•
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ATLANTA, GEORGIA
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SCALE IN FEET
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# DATE (F PHOTOGRAPHY: MARCH 1977
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` W11isHIP/CITY: JACKSONVILLE PHOTO NO: 1329
A.Llunu 3
REVISIONS
74 115 W IN EN,- Ie\1 hm CEL NO.'S ADDED PARCEL NO.'S DELETED
71
329
xv
t, r/
NIC�
N 38 7, 000 DT
REAL PROPERTY
CWIPILED FROM
iiCQIRDED DEEU�, ru, FUBLIC RECORDS AND DATA
UARS OF THIS MAP ARE HEREBY NOTIFIED THAT THE AFOREME*
o 0 TK*ED PUBLIC PR16WT INFOROIAT10N SOUVAS SHOW BE C"' 0 ,
v g m �Q5OF THE INFORItATION ON'TAINED ON
-
In In o `li 0 SfMAP�I4E CIOUNTY FICATION AND THE NAPPING MUPAXIES ASSUIIIE No
LE'�11L NMONJWtiTII NIII TM NiFDiiwiloN OUlITAEMED DM �r
tuN cv ca TI11S ■A .� a
w� w L! , — W
r iKo COMP# BY S. DATE 4- 3 - 7$
li
C PILATI DIT BY �-K DATE 4 - 9-78
MA INKED P R. DATE 11 - 17•-78
INK EDIT BY M. D- DATE 11 - 21-78
LEGEND
STATE li*ff
AREA (FROM DEED)
10.5 AC.
COUNTY LINE _
AREA (CALCULATED)
10.5 A@.(c)
CORPO rION LINE
DIMENSION (FROM DEED)
16.5,
TOWNSHIP LINE
DIMENSION (SCALED)
1
{e)
ROAD Im/w
WATER
THAVIErO ROAD
CEMETERY
Itl
NAY
AILROAD RIW ,._ __ �!
CHURCHES
n
FIOPERTY LINE
SCHOOLS
a
ti.
AND HI K --
MARSH
>
MIITERI(R TWT LINE, OR.
ORIGINAL TR#fT LINE
ROADS/STREETS
BY NAME/NUMBER
NUBDIVU"TNUMBE
(29I
MAJOR TRANSMISSION
{POYyER
LINES
(GAS OR OIL)
AIRGE1r N[,MBER
15
SUBDIVISION ENCLOSURE
`I L
I I - L B
G NA
� �
K NUMBS
t.rY
STATE PLANE
Y?4
S
C
COORDINATES
�
pWNEfpMP 1M
P BLOCKjjj
m
q7,755
SUBDIVISION REFERENCES
INOI SUBDIVISION I P,B. I PG. I INOISUBDIVISION P.B. P.G-
MAP NO.-'
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