SW8931105_Approved Plans_20010412

a
DEVELOPER
GREENSRIAR SOUTH PARTNERSHIP
99 AQUA VISTA DRIVE
WILMINGTON
NORTH CAROL.INA 28409
3177 WRIGHTSVILLE AVENUE
ED WILMINGTON, NC 28403
arW K [phone]
Engineers DICKSONRaleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors Atlanta, GA Hickory, NC
REV. NO.
DESCRIPTION
DATE
R E V I S i 0 N S
Date :
3/25/99
Scale :
HORZ. 1 "=100'
Drawn
MNH
Checked :
QED
Project No
W9701.80
GREENBRIAR SOUTH
MONKEY
...
- a.
-A AR SOU TH
GREENB
SUBDIVISION
LOCATION MAP I
(NOT TO SCALE)
2 .
17RFA.-1MW.MW. —008M I INI G
DO NOT USE FOR
CONQ T DICTION, RECORDATION,
rONVEYANCES, OR SALES
Sheet No
TRCml
SHEET 1 OF 1
S; \PROJECTS\9701 \SITETOP2\SITETOP?,C�k`

EARTHEN BERM
W/ 2:1 SIDESLOPES
VA
(GRASS)
(ADJACENT ZONING - R15)
EXISTING DITCH
* ' 0"
151.2
._—
__.__- SING `"--
__ ..__ 4 2
- -
-- --
MUM go=
mum
wa
_ ----
28CID
, _.......
(GRASS) t i
I 8.9
oa
'-� EL 29.0
00•
i Y
EL 28.9 pool C:L
. 219.5
FENCE n
�Ss) �•�-�•
U4,
TEMPORARY SILTFENCE
(ADJACENT ZONING - R15)
(BARTON OAKS)
EARTHEN BERM
W/ 2:1 SIDESLOPES
20 0 20 4(
SCALE: 1" = 20'
LEGEND
MONKEY J
LOCATION
7GALE)
25
INTERMEDIATE CONTOUR
INIXX CONTOUR
-�.
-- PROPERTY LINE
EXI5TI NG SEWER MAIN
- : wa WIN arm =a
00= EXISTING 5TORM DRAIN
W--------- W�
= PROPOSED WATER 5ERVIGE LINE
-- SS S
= PROPOSED 5EWER 5ERVICE LIME
PROPO 5ED 511.3 FENCE
35
= PROP05ED CONTOUR
a
1 R.Ot OHE) CONCRE i F
mam MAW "as M&W Mum uffim
LIMIT5 OF DI 5TUK13ANCE
ASPHALT PAVEMENT
....._. ---- ----
BUIi-DING SETBACK
-L 2 LIMITS OF DISTURBANCE =SPOT �LEVAI lUiN (TG�P OF ASPHALT
t-IEr;E C-)N PAVEMENT�
s
26 ro
--- -�•.
TEMPORARY l
CONSTRUCTION
(GRASS) ENTRANCE
co
Date :
4/2/01
Scale
HORZ_ 1"=20'
Drawn
MNH
Checked :
MNH
Project No :
1023500WL
J
` -ICA
---_J
t;JJ
APP[luvlm
NORTH O .INA E,
APR 11 # F <a a
MM$.O �3
x 001
$
DIVISION ��AT
WQ
EROSION CONTROL NOTES
�
lrte Permit .
SEQUENCE OF CONSTRUCTION SITE NOTES
1. CONSTRUCT TEMPORARY GRAVEL_ CONS � \''UCTION ENTRANCE
2. INSTALL ALL SILT FENCE ON SITE C.F�)v� NO WETLANDS EXIST ON SITE.
3. BEGIN SITE GRADINGi 2. POOL/CLUB HOUSE SQUARE FOOTAGE = 1,200 SF
4. ROUGH GRADE THE SITE d 3. PARKING SPACES REQUIRED (1/100 SF) = 12
5. INSTALL ALL UNDERGROUND UTILITIES 6. INSTALL CURB AND GUTTER 4. PARKING SPACES PROVIDED = 15
7. INSTALL ABC STONE BASE IN PARKING LOT 5. HANDICAP PARKING SPACES PROVIDED = 1
8. PAVE PARKING LOT 6. PARKING/SIDEWALK IMPERVIOUS AREA = 12,299 SF
9. FINISH FINE GRADING SITE 7. INTERIOR LANDSCAPING REQUIRED (8%) = 904 SF
10. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 15 DAYS OF BRINGING 8. INTERIOR LANDSCAPING PROVIDED = 944 SF
SURFACES UP TO FINAL GRADES 9. NO REGULATED TREES EXIST ON SITE
11. CONTRACTOR SHALL CLEAN AND RESTOik: TO PRE -CONSTRUCTION CONDITIONS 10. CURRENT ZONINg IS R--15 (PERFORMANCE RESIDENTIAL)
ANY AREAS OUTSIDE THE PROJECT LIMIT'S THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE 3_ROSION MEASURES
12. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY
TIIE NEW HANOVER COUNTY ENGINEERING DEPARTMENT
13. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL
BY THE NEW HANOVER COUNTY ENGINEEF<ING DEPARTMENT
POOL/CLUB HOUSE

> G SETBACK
UILD N
20 B
V11-0
77�
28_29
---29 -30
---28
-4 A
4
4
.41 .4 C. 0.
INV 25.89
4 A
4
27.0
00
(31 4 (J)
V'00L . 4
4 4
�
0' 05 a .0
A
u')
.4
4
1.4 4
C.O.
's .4 INV 2 Ej!. 6,
C. 0. C S
6% C: ----------
C. 0. 6" 011
ss
4
INV 2*.lt,
REV. NO. DESORPTION DATE
R E V I S 1 0 N S
ate
4/2/01
Scale :
HORZ. I"=20'
Drawn :
MNH
Checked :
MNH
Project No :
102350OWL
20 0 20 40
SCALE: 1 20'
POOL MECHANICAL ROOM
5.0
NOTE: BACKFLOW PREVENTER SHALL BE A
3/4-INCH ZURN/WILKINS MODEL NO. 975XL
LOCATED INSIDE OF POOL MECHANICAL ROOM
5' HANDICAP RAMP
MAX. SLOPE IS 8%
1" WATER SERVICE
9.6
i I - I I �.
L1
00 '25.5
CA 9.6
�- — —r
— — gig tax
- — ----------
e0t%vA CAR01�4,-.-
", '640060, 'p
0 &S
SEAL
at
3A
5- 19742
%fl
OLAS
L/
rGREEINIBRIAR SOUTH
A "BeRO WOODS
041 MASON U
PLACE fny
POOL/CLUB HOUSE

LINE WIRES MIN. _
#12-1 /2 GUAGE
VARIES (10' MAX.)
101' STRAND MIN. ##-I U UuAUt STAY WIRES MIN.
#12--1 /2 GUAGE
r\\ BOTTOM STRAND MIN. #10 GUAGE
STEEL OR WOOD POST 7
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36 IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG
FILTER FABRIC
FILL SLOPE
0
GROUND LINE I Z
to Cq
160
ANCHOR FILTER FABRIC
SKIRT
TEMPORARY SILT FENCE DETAIL
N
4" X En TIMBER
TIMBER
-
ENNIS CLEANOUT COVER (EEVB001) ;In^t
TOP OF COVER SHALL BE FLUSH WITGND
0
NOTE' PROVIDE ADDITIONAL FITTINGS
AS NECESSARY TO COMPLETE
PROJECT.
CLEANOUT. 6" X 4" COMBINATION WYE,
4" DIA, SCH. 40 STACK, 4" CLEANOUT
12"
FITTINGS AND THREADED PVC PLUG,
GLUED CAP
6" DIA. SCH. 40 PVC PIPE ® 1/8' PER FT.
INVERT ELEVA!'ION _
6" - 45 DEG. BEND (SCH-40) MINIMUM 4 FiBELOW
SDR-35 TO SCH--40 ADAPTER GROUND SUr I PL OR
AS SHOWN OP PLANS
- 8" X 6" WYE (SDR-35)
SEWER SERVICE.
N.T.S.
4 i 2' i' i' 1' 16.5"
R 1 /2" R i''
•p ... .
Rol
TYRE A
"" C RING
�
N.T.S.
DEVELOPER
GREENBRIAR SOUTH PARTNERSHIP
99 AQUA VISTA DRIVE
WILMINGTON
NORTH CAROLINA 28409
COARSE
SEEDING MIXTURE RATE (LB/ACRE)
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30 j
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
SEEDING DATES: APRIL 1 — JULY 15
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 3000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 500 LB ACRE 10-10-10 FERTILIZER
BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS
PERMANENT SEEDING
MIN.
WINTER AND EARLY SPRING
SEEDING MIXTURE RATE (LB/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
COVER IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES: DEC 1 — APRIL 15
APPI-Y 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 750 LB/ACRE 10-10-10 FERTILIZER
SURFACE COURSE, 1-2
CRUSHED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
(95% STANDARD PROCTOR)
LIGHT n,,Ui'--f PAVEMENT SECTION,
Q.T.S.
METER BOX, PLASTIC w/
METAL READ LID; CARSON INDUSTRIES
MODEL B 1015-126
8,— 0,>
WHERE R/W WIDTH PERMITS
6"-9" TOP OF RESETTER TO BOTTOM OF METER BOX--1 ( 1
- -
-- - i
METER RESETTER
„
5/8" X 3/4" X 7"
CORPORATION STOP;
MIN
McDONALD BRAND
1" CC x IPS Pi
MODEL 18-207WX
McDONALD
MODEL 4701-33
w/ S.S. STIFFENER,
MODEL
6136, 1" IPS PE
TAPPING SADDLE,
PE TUBING
STRAIGHT METER COUPLING
McDONALD BRAND, MODEL 4620 3/4" (SPUD)
2" x 1" MODEL:
ROMAC BRAND IPS, ASTP 3408
101S-250—CC 30' SIDR 7, 200 PSI
6" x 1" MODEL:
202S-690—CC
BED IN 3" SAND
IMP BRASS BUSHING;
1" X 3/4"
8" x 1" MODEL:
202S-905—CC
ALL AROUND LINE
CURB STOP, McDONALD BRAND
NOTES:
1.
ALL METERS ARE TO BE PROVIDED BY CITY.
WATER MAIN
MODEL 6102 W-33, 1" w/
2.
ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
1" S.S. STIFFENERS
RIGHT—OF—WAYS AND/OR EASEMENTS
3.
WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS
4.
ALL MAINS AND SERVICES SHALL HAVE OIL AND GAS
PROFILE
RESISTANT #12 GAUGE MINIMUM TRACER WIRE. WIRE
SHALL BE TAPERED ALONG 12' INCREMENTS.
5.
ALL WATER SERVICE FITTINGS SHALL BE IRON PIPE
SIZE (IPS).
WATER
SERVICE DETAIL SINGLE SERVICE.
6.
OTHER MATERIAL MANUFACTURERS PARTS MAY BE
--
USED THAT MEET OR EXCEED THE SPECIFICATION OF
N.T.S.
MATERIALS SHOWN ON THE DETAIL.
7.
WATER AND SEWER SERVICES SHALL BE A MINIMUM
OF 10' HORIZONTAL SEPARATION AT THE PROPERTY
LINE.
909 MARKET STREET
ME WILMINGTON, NC 28401
VAIK [phone]
Engineers�A�NAsheville, NC Columbia, 5C
PlannersLJ Atlanta, GA Hickory, NC
Surveyors Boca Raton, FL Raleigh, NC
Charlotte, NC Wilmington, NC
DESCRIPTION
or
Date
4/2/01
Scale :
AS SHOWN
Drawn
MNH
Checked :
MNH
Project No
1023500WL
SUMMER FALL
SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (L
GERMAN MILLET 40 RYE (GR IN) 12
SEEDING DATES: APRIL 15 -- AUG 15 SEEDING E ATES: AUG 15 — DEC 1
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 40 0 LB/ACRE GRAIN STRAW F
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE APPLY 20 0 LB/ACRE GROUND AGRICL
APPLY 750 LB ACRE 10-10-10 FERTILIZER APPLY 10,,0 LB/ACRE 10-10-10 FERT'
TEMPORARY SEEDING
GREENBRIAR SOUTH
,MADISON PLACE @ MASONBORO WOODS
POOL/CLUB HOUSE
v
s'
1! - 6'
SIDEWALK
12:1 MAX.
'AVEMENT CURB
SECTION A —A
N.TS.
MISCELLANEOUS DETAILS
Ci
Sheet No
r�

GRASS SNALE
SEE DETAIL SHEET C-16
TEMPORARY SEDIMENT
-
SILT BASIN LENGTH = 30pl
WIDTH = 5.8 FT
DEPTH = 5 FT
~~ x .-rrMnn:AwvnF7mMrmT
TEMPORARY SEDIMENT' /1\
TRAP #7 W/ SILT BASIN
TRAP ^5 W1 'SILT BASIN GRASS S,n^LE SILT BASIN LENGTH = 54 FT
SILT BASIN LENGTH 34 FT SEE DETAIL SHEET C-16 WIDTH 5 FT
WIDTH 6 FT DEPTH 4FT
DEPTH 5 FT 56 SF CLASS B RIPRAP NOTE: LOTS 40-50 SHALL BE GRADED AND/OR GUTTERS SHALL BE USED
UPSTREAM WIDTH = 6.0 FT SUCH THAT THE SURFACE WATER RUNOFF SHALL BE DIRECTED TO THE
DOWNSTREAM WIDTH = 8.0 FT TEMPORARY SILT FENCE A2 TEMPORARY SEDIMENT STREETS TO BE CONVEYED TO THE STORMWATER RETENTION POND.
243 SF CLASS B R!PRAP LENGTH 8.0 FT TRAP #6 W/ SILT BASIN
DEPTH 18 -IN SILT BASIN LENGTH 77.5 FT
UPSTREAM WIDTH 9.0 FT 200 SF CLASS 8 RIPRAP WIDTH 5 FT
DOWNSTREAM WIDTH 18.0 FT 88 SF CLASS B RIPRAP DEPTH = 18 INCHES DEPTH 5 FT
LENGTH 18.0 FT UPSTREAM WIDTH = 7.5 FT
DEPTH 18 IN DOWNSTREAM WIDTH 10.0 FT 126 SF CLASS 8 RIPRAP
MONKEY
DEPTH 18 IN DOWNSTREAM WIDTH 12.0 FT
DEPTH 18 IN
UPSTREAM WIDTH = 6.0 FT EMERGENCY SPILLWAY
DOWNSTREAM WIDTH 8.0 FT
--''-''' = -'- FT --- _w15� CLEAR/ LIMITSDEPTH 18 IN
, '
nip om oy �°
/ � � ^�� AREA�T�P��YC���O�0N ENTRANCE8
�� -- � 0���� � � � � ��� "�~ ��A
*� .
w w« � ���� K�^&�� �
|F #2 88�\@ 0Y�00 �a � � � K 8�m� � v� \ U 1 ^�~^��"� "^��'n w/��/
:z TEMPORA
Ail
/11I (NOT TO SCALE)
7,gWfNW­
5,
� -
/ '
'
r_
36
96
/
93
90
EROSION CONTROL NOTES
35
EINLET PROTECTION (TYP.) SEQUENCE OF CONSTRUCTION
52
-L CONSTRUCTION ENTRANCES
1. CONSTRUCT TEMPORARY GRAVI-
'24
^ 2. WORK WILL INITIALLY BEGIN ALONG THE GRAY SQUIRREL RIGHT-OF-WAY.
^ CLEAR TREES, nvu. Mx' ETC. FROM ROAD RIGHT-OF-WAY.
23 4. ONCE ROADS HAVE BEE
CULVERT LOCATIONS ON SOUT14 SIDE OF GRAY SQJIRREL DRIVE AND
53
86
02 101 CONSTRUCT TEMPORARY SEDIMENT TRAPS WITH SILT BASINS # 1,2,& 3.
22
�
AT uxrExEm/ Luc*numS TO RAIN WATER FROM LOW SPOTS IN THE ROAD.
' THE /uwpuwmfY mlCnE5 WILL
WHICH RUN THROUGH THE S11
108 L
orwam_ ...^ EXISTING~-~..~..E~ .`...`.,
THROUGH THE SITE WILL BE GRADUALLY FILLED
AS WORK PROGRESSES NORTH
SILT FENCE WILL BE INSTALLED AT THE LOWEST END
0"04 am
85
.03 _� ~ 7. "' THE "''°' TO BE ''LLcu '
OR EACH PHASE OF DEVELOPMENT.
30
-OLLECTION SYSTEM. CONSTRUCT SANITARY SEWER
/ \ no � ' ` � 8. TAKE B0 LINE. N TS °��� ,�� _- Q. CONSTRUCT
' ` 10, PROVIDE UNTIL SITE IS PAVED
uo xo 11^ UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT
ow 0 0 0 0��i| � � -�~ � V � l UUUU oo SEDIMENT FROM LEAVING PROJECTLIMITSCLEARING LI TS 12. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY
S/uCx+1LEu AND BAcmSLPPES
-------- 13. CONSTRUCT MODIFIED VALLEY CURBS AND PAVEMENT
/* SPRIG, pLxm/ UNPA`I,1ED SURFACES WITHIN 30 DAYS OF BRINGING
� | ��SURFACES UP TO FINAL GRADES
�ENTRANCE 1.z
� _ CONTRACTOR SHALL' _--.'. .ND RESTORE TO PRE -CONSTRUCTION CONDITIONS
�
,.
, `. =`E"" OUTSIDE THE PRO,JECT LIMITS THAT MAY INADVERTENTLY BE
� m
u*mxucu uvc TO THE rLuR OF THE EROSION MEASURES
� 16. p^/En SITE PAVING CONTINUE cumnu�
INV OUT = 21.8 ---- - --- - ------ AND DEBRIS AND F LLED 119 THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT
m+uyum CONTROL MEASURES JNTIL FINAL INSPECTION AND APPROVAL BY
// ncmvv� x��mm/m� /���uxpm APPROVAL
I I I 1z "I - J - 991128
EXISTING
CUR13 INLET CLEARING LIMITS
7SWALE
7 it
126
WEST GROVE VE
c�cv�e-�_�~~''� `t�� f3 ^� '��~���
"~ _ � �
8 ^ 1.LOTG 1-19 HAVE BEEN PREVIOUSLY RECORDED.
8 ' ^ �� 2
- ��' NO WETLANDS^.EXIST ON SITE1A.
� | � J, INSTALL TEMPORARY SEDIMENT TR P NO. 7 IF CONSTRUCTION OCCURS
81 mw��n� ~-~--- ,�"ON ROAD BEFORE NEW POND � IS '~`
OF NEW rumu ocmm� u�ru�� ROAD CONSTRUCTION IN THE IMMEDIATE AREA
w �� ' � � OF THE POND, U� POND AS A SEDIMENT TRAP.
3� DRAINAGE �� �-smsnwoCURB ��T �z `� - 0r ���� �� IF N[VYPOND IS USED AS -TRAP CLEAN POND O� SEDIMENT
/ EASEMENT K 0 n/w � z�z+ �- - 8 �Nb r- ' ' BEFORE FINAL GRADING |S � ---' '
U80
130
tyil,
` -
0 '
--CLEARE F YE T8 JQN 139{
64
,"`"
8 IMTH C EAN BACKFILL
/
vo �my�' /
| 65
LAJ 9LANDSCAPING AREA /\
������� SQUIRREL DRIVE�� v*a ,^r wo wo /** � 1*2 /3\ (���4��'� '�VV� |N>�(l[�K�4T](lkJ141
_
-
ZI goo
~~^ \ E `.
°" `�""`' CONSTRUCTION
ENTRANCE
NO.
LENGTH
INVE
T IN
INVERT OUT
SLOPE
- �- PROTEC�ON (TYP) � ---'-'~ -- - \
iffEX|STlN{� PONDli� , �n "" ' ` ` =| |I ` I TE�PORARYCONSTRUC�ON ENTRANCE
n
- ' UJI
w �m | | - � | �
�cr3�nm � rn � r* U �a � ��m� U ku' n ww on
�o< � ru���� K .� � m � � ^» �� � o� � '�� �� �
��
LAND3CA�NQ /��A
­_­ ...........| | �`LLJ
- *� OR'­41M
��&0�� � EH
� �x m m
------------
_. E^ 48CMr � '^ '� � K� @� � �� �� [�
/�� _^� U�
/ L�� TEMPORARY UU K08�/ � �1��� UU
- .nn/ w � '���
/ TEMPORARY SEDIMENT \-32 SF CLASS B R|PRAp \
\ --432 SF CLASS B R|pRAp TEMPORARY - ` TRAP #2 W/ SILT BASIN UPSTREAM WIDTH = 4.5 FT
\ 243 SF CLASS B R|PRAPTRAP � W/ SILT BASIN SILT LENGTH = 51'5FTII
432 SF CLASS B R|PHAP UPSTREAM WIDTH = 12'0 FT SILT BASIN LENGTH 78 FT -24� 3� CLASS B R|PRAP WIDTH = 5 FT DOWNSTREAM WIDTH 8^8 FT TEMPORARY SEDIMENT_UPSTREAM WIDTH = 9'0 FT pR0JV#
UPSTREAM WIDTH = 12'0 FT DOWNSTREAM WIDTH = 24^0 FT WIDTH 3 FT UPSTREAM WIDTH = 9'0 FT DEPTH = 5 FT LE GTH S'O FT TRAP #3 �SILT BASIN DOWNSTREAM WIDTH = 18^0 FT
DOWNSTREAM WIDTH =24'0 FT LENGTH = 24.0 FT DEPTH 5 FT DOWNSTREAM WIDTH = 18.0 FT OEf")TH 18 IN SILT BASIN LENGTH 52 FT LENGTH = 18.0 FT 0VAkV
= 18 IN LENGTH = 180 FT DEPTH = 18 IN � ����
LENGTH = 24`0 FT ?-
DEPTH^ RT �URRENTLY HAS A R|PRAP DEpTH = 18 N WIDTH = 4 FT (N0TE' E�TEND R|PRAP TO 0THER S\DE r;1A
�r'`��`�VYxN
DEPTH = 18 |N `~~^`-AT OUTLET. CONTRACTOR TO (NOTE EXTEND R|pRAp T0 OTHER SIDE DEPTH = 5 FT A
OF BANK AND VP THE BANK 2 FEE�F ` / ��' '' �
(CULVERT CURRENTLY HAS A R|PRAP APRON^ /\ 0F ^ ., BANK 2 FEET |F '` �/V|, { �\__ApRON ATOUTLET C0NTRACTDR TO ADD R|pRAp |F wECES8ARy) /1\ 8ANK AND Up THE AN NEEDED) � ._. ^�^w�
Al NEEDED) «��~
���� ^ SEA
ADD R|PRAP IF NECESSARY) i^t/f ~
"=�"x"I���
DEVELOPER
GREENBRIAR SOUTH PARTNERSHIP
99 AQUA VISTA DRIVE
WILMINGTON
WWW K [phone]
Engineers D I C' KBCD NRaleigh, NC Asheville, NC
Planners Columbia, SIC Charlotte, NIC
Surveyors Atlanta, GA Hickory, NC
`
A
NOTE TEMPORARY DITCHES SHALL BE INSTALLED IF NECESSARY BETWEEN LOTS
3
ADDED NOTE A13OUT LOT GRADIN' ANDIOR GUTTERING FOR LOTS 40-50.
ADDED GRASS SWALE TABLE W7sNALE INFORMATION
5/22/98
2
MODIFIED CLEARING LIMITS, ADDED SEDIMENT TRAP & ADDED NOTE ABOUT
TEMPORARY DITCHES
5/18/98
1
MODIFIED CLEARING LIMITS, ADDED SEDIMENT TRAP & ADDED NOIE ABOUT
EXTENDED RIPRAP ON SOUTHERN PITCH
1 ­7
4/28/98
REV. NO.
DESCRIPTION
D
Project No
MASONBU'RO TOWNSHIP
EROSION CONTROL &
EXISTING TOP03"RAPHY
s.`�no�o�\enu\��u��Yanc�rz

S
EXISTING STORM DRAIN
2 !I
CAiZM1`IV •to �My
EXISTING 48' CMP
DEVELOPER
GREENSRIAR SOUTH PARTNERSHIP
99 AQUA VISTA DRIVE
WI LM IN GTON
NORTH CAROLI N A 28409
3177 WRIGHTSVILLE AVENUE
ME W I-MINGTON, NC 28403
W%V"W K(910) 762-4200
Engineers I Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors Hickory, NC
N 81*3W10" W 2082.87'
Date :
3/25/98
Scale :
1 "= 100'
Drawn :
MNH
Checked :
DED
Project No
W9701.80
s
.aelg T.
214
GREEN BRI AR**' SOUTH
'M''ASONBORO TOWNSH"Ip
DRAINAGE STRUCTURES
STRUCT.
NO.
TYPE
STRUCTURE
TYPE
RIM OR
GRATE
ELEV.
STRUCT.
BOTTOM
ELEV.
D1
CI
NCDOT 840.01
24.12
20.05
D2
CI
NCDOT 840.01
24.12
20.12
D3
MH
4 FT DIA
26.00
21.32
D4
CI
NCDOT 840.01
25.40
21.39
D5
Cl
NCDOT 840.01
25.50
21.51
D6
Cl
NCDOT 840.01
25.40
21.44
D7
CI
NCDOT 840.01
25.40
21.55
D8
CI
NCDOT 840.01
25.23
20.36
D9
Cl
NCDOT 840.01
25.23
20.45
D10
Cl
NCDOT 840.01
25.23
20.57
D11
CI
NCDOT 840.01
25.30
20.94
D12
Cl
NCDOT 840.01
25.30
21.01
D13
CI
NCDOT 840.01
25.30
21.11
D14
MH
4 FT DIA
26.50
21.32
D15
CI
NCDOT 840.01
25.27
21.61
D16
CI
NCDOT 840.01
25.27
21.70
D17
C!
NCDOT 840.01
25.27
21.72
D18
CI
NCDOT 840.01
25.50
21.44
D19 '
CI
NCDOT 840.01
25.50
21.54
D20
CI
NCDOT 840.01
25.00
20.31
D21
Cl
NCDOT 840.01
25.00
20.40
D22
CI
NCDOT 840.01
25.00
20.52
D23
CI
NCDOT 840.01
25.20
21.00
D24
C!
NCDOT 840.01
25.20
21.06
D25
CI
NCDOT 840.01
25.20
21.13
C,26
CI
NCDOT 840.01
25.40
21.77
D27 °
D2 s
.,.
C!
ti
.. �MH
NCDOT 840.01
NCDOT 840.01
24.86
24.86
21.84
21.90
D29
4 FT DIA
26.47
19.60
D30
C1
NCDOT 840.01
24.71
20.80
D31
Cl
NCDOT 840.01
24.71
20.90
D32
Cl
NCDOT 840.01
NCDOT 840.01
24.77
25.23
21.02
20.09
D33
T--,�
-:034
NCDOT 840.01
26.73
21.81
F�D35E
D36
MH
i""'4
NCDOT 840.01
4 FT DIA
26.47
25.50
20.99
21.33
D37
Ci
NCDOT 840.01
25.50
21.62
D38
CI
NCDOT 840.01
25.50
21.73
D39
Cl
NCDOT 840.01
25.50
21.71
D40
OUTLET
.)LVs^E
4'x4' CONCRETE
OUTLET BOX
22.25
21.50
rd
CULVERTS
PIPE
NO.
TYPE
SIZE
IN.
LENGTH
FT.
SLOPE
%
INVERT
IN
ELEV.
INVERT
OUT
ELEV.
1 *
RCP
24
72
0.30
20.05
19.83
2
RCP
18
25
0.30
20.12
20.05
3*
RCP
24
22
0.30
21.32
21.25
4
RCP
24
24
0.30
21.39
21.32
5
RCP
15
40
0.30
21.51
21.39
6
RCP
1 24
40
0.30
21.44
21.32
7
RCP
18
36
0.30
21.55
21.44
8*
RCP
36
184
0.20
20.37
20.01
9
RCP
36
41
0.20
20.45
20.37
10
RCP
15
40
0.30
20.57
20.45
11
RCP
30
244
0.20
20.94
20.45
12
RCP
30
36
0.20
21.01
20.94
13
RCP
15
34
0.30
21.11
21.01
14
RCP
24
157
0.20
21.32
21.01
15
RCP
24
142
0.20
21.61
21.32
16
RCP
15
31
0.30
21.70
21.61
17
RCP
15
36
0.30
21.72
21.61
18*
RCP
18
146
0.30
21.44
21.03
19
RCP
18
33
0.30
21.54
21.44
20*
RCP
36
156
0.20
20.31
20.01
21
RCP
36
45
0.20
20.40
20.31
22
RCP
15
40
0.30
20.52
20.40
23
RCP
36
300
0.20
21.00
20.40
24
RCP
18
32
0.20
21.06
21.00
25***
RCP
30
35
0.20
21.13
21.06
26
RCP
30
319
0.20
21.77
21.13
27***
RCP
24
36
0.20
21.84
21.77
28***
RCP
18
32
0.20
21.90
21.84
29*
RCP
36
48
0.20
19.60
19.50
30
RCP
24
68
1.76
20.80
19.60
31
RCP
18
32
0.30
20.90
20.80
32
RCP
18
40
0.30
21.02
20.90
33
RCP
24
246
0.20
20.09
19.60
34
RCP
15
26
0.30
21.81
21.73
35
RCP
24
300
0.30
20.99
20.09
36
RCP
24
114
0.30
21.33
20.99
37
RCP
24
98
0.30
21.62
21.33
38
RCP
15
38
0.30
21.73
21.62
39
RCP
15
31
0.30
21.71
21.62
40*
BCCMP
I
30
50
0.30
21.50
21.35
41 **
RCP
36
80
0.30
20..00
19.76
* LENGTH INCLUDES FLARED END SECTION AT END OF CULVERT
** LENGTH INCLUDES FLARED END SECTION AT EACH END OF CULVERT
*** RCP SHALL BE CLASS V PIPE
4t1111tDttt��`
�'"'
SEAL
�.: 19742
lk" 3lL$Igac
o
c7°OLAS
ttinn�:e�
_...
S: \PROJECTS\9701 \SITETOP2\SI TETOP 2.DWG

36
PI STA = 2+70.52
I = 77*50'36"R
Ic = 77'50'36"
Do 17*06'12"
Dc = 17*10'03"
T = 270.52
R = 335-00
�,o j
j ��
00
14 044�
f I
20
If PC STA
J! 0+00
SCALES:
it
1 =40' HOR
1 4' VER
32.00
24.00
20.00
16.00
12.00
STA. 3+11.02 LT
000000
00
pO I
e-00000
21
STA. 3+11\02 RT
22
STA. 5+77.64 LT
CAR ON AD ADRIVE
Cn
i
T
+
0 ............ ........
0 .......
. ....
NOTE: STATION OF A-IGE STRUCTURES IS TO CENTER
OF MANHOLE AND C TER OF 11"URB INLET.
-0,3
26
-1b.
+
V1
Cn
23
o
co
Ui
8.00 Cq
to -I-
Cq
4
-1+00 0+00
1+00
2+00
DEVELOPER
GREENBRIAR SOUTH PARTNER SHIP
3177 WRIGHTSVILLE AVENUE
WILMINGTON, NC 28403
AWN K
[phone]
99 AQUA VISTA DRIVE
Engineers
JL"6w
01C
Raleigh, NC Asheville, NC
WILMINGTON
Planners
Columbia, SC Charlotte, NC
Surveyors
Atlanta, GA Hickory, NC
NORTH CAROLINA 28409
STA. 5+76.49 RT
STA I 3+2p.95
EL t 24.29 �
RVE UEN 1 0.00
---SS
STA. 6+13.03 RT
EXSSMH-1
32
30
0) U')
r NI
-J
LU
<
F-
CL EXISINQ SURFACE
T
>
CN .".1
Cq
3+00 4+00
Reim
Mum
Date
4/3/98
Scale : HOR.
VERT.
Drawn
MNH
Checked
DED
Project No
W9701.80
4'DIA. SSMH-1
10"
INV = 17-11
INV = 19.00 (E)
110
STA. 9+56.72
(0
0 0
328 UF. 8 PVC @ 0.1
'UNIUM -11, MINIMUM
STA 9+57 37
41 42 43
STA. 10+24.96
13.25 LT
lot
NON MUNICIPLE EASEMENT
Jill I R Will
V
WE
STA. 9+15.83 RT
. .
88
vi
4'DIA. SSMH-2
(97
89
i 90
� 1
NEW HANOV-R
COUNTY
STANDA
D NOTES:
1.
SEWER GUARDS
REQUIRED A]
ALL MANHOLES
L-LJ
STAINLES3
STEE-1-
SEWER GAURDS
REQUIRED AT
MANHOLE 1
LOCATED
IN TRAFTIC
AREAS.
0
2.
10' UTILI--Y
EASEMENT
PROVIDED
ALONG THE
107
FRONTAGE.
OF
ALL LOTS.
3.Bu
LE mr-pa
JISI
D
I N A
TERMINATE AT
TERMINATEAT
TE
IGHT OF WAY LINE. SER ICES IN
LINE. N R E
S 'C
CUL-DE-SAC
SA
CUL-DE-SAC
D E C
R E
RE NOT REQUIRED TO BE PERPENDICULAR,
REQUIRED �O BE PERPENDICULAR,
BUT
BUT MUST ORI
T ORI
MUST
I N MANHOLE AND ER M I
-INATE IN MANHOLE AND ERMINATE AT
RIGHT T OF WA
RIGHT OF WA
7CONSTRU
7EE
LINE.
LINE.
4.
ALL SERVICE
ALL SERVICE
CE
TYING
TYING INTO DUCTILE IRO MAINS SHALL
LE I R 0 M Al�
DUCTILE
BE T
CO ST U T
1 1 P
D OF CLASS 512 D. 1. P.
106
CARO 40-*�
Ne
S
105
10 8
E L
•19742 J
Y1317 0,
C,
NOLAS
------
------
%N
NON
24" F
- -ral-
SSMH-1, STA. 00.
RIM = 5.59, 44 f
INV = 21.00
Cq 1','I
to
7+00
101 WTI 161 1
�e
1�-0.30%
8" IWATER MAIN
9+00
0
00 (3) 0 0 00
0
C;
L6
C*A C14
+
+
II Ld-J
11
<
SSMH-21 TA. 9+ 33.72
R
�f2'91, 7.34 RT
V = 1- 3
18"
12- HN.
32 U
I ST J= 9+57.58
1 EL 24.98
RVE, N = 7$1.00
0.31%
32.00
24.00
20.00
16.00
12.00
S:\PROJECTS\9701\SITE\SITETOP2.DWG

107
SCALES:
1" =40' HOR
1" =4' VER
32.00
24.00
20.00
12.00
1
43
42
ST 12+72.00 LT
�SE�EN�
�vN�p1P
N
p
32a �.F • $ .-
.�e^► � 20 L.F. 8 DI
P ® 0.4%
n
91
4B STA. 15+67.68 LT
16.67 LT
47
46
45
44
P
{
@ p,4%
pv
A 56 �- $» ''��
0 2 ENSF
•�''`� SS N MUN�CIP�� n
�AO
c �•- v
O
4' DIA. SSMH-3
39 L.F. 8" P C +S 0.4% 95
12+72.00 RT g
93
92
7R__--:7J2_6.02, t.61 RT
INV z 20.58 it
O.I31 %
I 15$t RCP
s
s
I
328 L.F. 8*, pVC @ -4%
0 L.F. DIP (p 0.4%
STA. 16.72.93 LT /
16.26 LT
0)
STA. 17+65.15 T
123
r----'_ pVC ®O 49; oo�
4' DIA. SSMH-4
4' DIA. SSMH-5
NOTE: STATION OF ALL DRAT AGE STRUCTURES IS TO CENTER
OF MANHOLE AND CENITER OF CURB INLET.
102
103
oox
9 STA. 17+65.3 RT
97
PI STA = 17+86.23
I = 100'15'17"R
4' DIA. SSMH-6
Ic = 100.15'17"
Da = 24.54'40"
Dc = 25'06'42" .fy
T = 275.34 'G
R = 230.00
98
o
101
1 STA = 15+90
1 EL 26.681
RVE EN = 111 0.00 y
SMH-*, ISTA. 1 +78.41
RIM = 6.28, 1.62 R`
INV 21.60
I
256 L.
8" P ,C
@ 0• `7o
I
0
140
to
M
E
++
! F
V
1
L.F. 8 PVC 0.4% s
( II
(nn
II
w
#j
)
U_J
E
{
I V
v
I
9
to
I-1
to
N
8.00
N
.�
tV
r. !
l
11 +00
12+00
13+0
DEVELOPER
3177 WRIGHTSVILLE AVENUE
u
^REENF3RiAR SOUTH PARTNERSHIP
V EE V L1
'W"W K
WILMINGTON, NC 28403
[phone]
99 AQUA VISTA DRIVE
MW
Engineers
[31
AWft
iM=01
V
Raleigh, NC Asheville, NC
1NILMINGTON
Planners
Surveyors
Columbia, SC Charlotte, NC
Atlanta, GA Hickory, NC
NORTH CAROLI N A 28409
Scale HOR. _
VERT. _
Drawn :
MNH
Checked:
DED
Project No
` W9701,80
pT STA = 19+13.34
99
4' DIA. SSMH-7
10C
STA: 17+07z92
25,91, 6.81 RT
INV = 2210
0.30%
�- 100 L.F. 8" PVC ® 0.4%
SSMH t *,STA 17+84 71 SSMH-- 151 A. _i y 1 /-moo
R!M � 25- 4.56 R RIM = 5.28, 6153 RT
INV 4 21.25 1 INV = 20.74
NEW HANOVE COUNTY STANDARD NOTES:
1. SEWER GUARDS REQUIRED AT ALL MANHOLES
STAINLESS STEEL SEWER GAURDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
2. 10' UTILIT EASEMENT PROVIDED ALONG THE
FRONTAGE OFALL LOTS.
3. SERVICES HALL BE PERPENDICULAR TO MAIN AND
TERMINATE AT RIGHT OF WAY LINE. SERVICES IN
CUL-DE-SAC ARE NOT REQUIRED TO BE PERPENDICULAR,
BUT MUST ORIGINATE IN MANHOLE AND TERMINATE AT
RIGHT OF AY LINE.
4. ALL SERVI ES TYING INTO DUCTILE IRON MAINS SHALL
BE CONSTRUCTED OF CLASS 51, D.I.P.
128 L.F. 8" 1 PVC 010.47.
15" CP 100 TLYVC C� .4%
i [
I I
I
I
� t
F j
i
� I
It
� E j--------------
I
1 t..co
# ! (M
P� I04
I
4
NC4
r,",
18+00 19+00 20+00
17+ 00
CARgj
``e>>tt1i1116tttpj�fi
,i
SEALw'
19 42
Al 317
i •'•:,NG I N�: ••'• ee
LA
32.00
20.00
12.00
S: \PROJF'CTS \97Q1 \511 t \5t i t I vrz.uw;.�

,T-
SCALES: o
=40' HOR
= 4' VER
36.00
32-00
24.00
20-00
16.00
12.00
to
L0
L0
to
to
L0
20 L.F. 8" DIP 0 0.4% Lo
STA. 20+28.53 LT 0 L.F. 8" DIP WATER AI
I NJPV.3
3idfown
SS 0 0 NO
01
0
S
333 PVC ©0.4%
TA, 20+25-20 RT
26 L.F. 8- P @ 0.4% S!~'`
0 STA, 20 61.95 RT
0
< Q0
4' DIA. SSMH-8
-J
LJLJ
z
V)
W"10
J CL
66I
6
0;
M
Ui
+
+
11
0
11
-J
it
W
II
W
>
Q
SMH-8-1,
STA.
0+37.67
IM = 25.05,
121.49
RT
NV = 20.26
1
NOTE: STATION OF ALL DRAINAGE STRUCTURES IS TO CENTER
OF MANHOLE AND CENTER OF CURB INLET.
0
00
>
L0
Ln Q0
4
N II
+ TA. 24+08.79 LT
C4
Co +
CW
'D co LT
CORONAD
PI STA = 22+85.22
I = 10*40'11"L
Ic = 10*40'11"
Do = 11*27'33" S A. 23+77.95 RT
Dc = 11 *28'42"
T = 46.69
R = 500-00
00 0) 0
N
4' DIA. SSMH-9
I STA 1 21+9 75
1 EL = 26 . 11
RVE LE = 150.00
18" F
Cp
8" W
TER MAIN
1W
0.4%
i 0)
L. F. 8
VC
0.4%
20 L.F.
8" DIP
0.4%
6 L.F.
DIP (9
VPI ST
VPI EL
CURVE
= 20
25.0
LEN =
--------- %-
49.83 +
100-00 ii
-7�
�
C14 L6
(n
-J
bi
DEVELOPER
Ui
Cq CNI
20+00 21+00 22+00
GREENBRIAR SOUTH PARTNERSHIP
99 AQUA VISTA .DRIVE
WILMINGTON
NORTH CAROLINA 28409
3177 WRIGHTSVILLE AVENUE
WILMINGTON, NC 28403
xv"w K [phone]
amft a le 0-ft-
Engineers Raleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors Atlanta, GA Hickory, NC
IN
IN
Pei
-- SHEET C-7
R STATIONING
Q0
SEE SHEET C-7
FOR STATIONING
0
1 ni ---- I -
S
SS 0 327 L.F. 8" pyq 0 0.4% C,
SEE HEET C-7 4--f
bi ST 24+14.99 RT FOR TATIONING EXSSMH-3
26 L.F. 8" VC @ 0.4%
<
00 Q0
CY)
Ld
1
C/)
0 00
<
L4-J
(10
-
loq6
-t
6-i
K)
P-
0
0
ad
+
IN
N
14
>
a_
>
SMH-9,1
STA. 2.9688
IM = 2§.35,
5.4 RT
8t# WA ER MAI
18 RCP
VPI ST' = 24+10.87
VPI EL = 25-4�
CURVE LEN = 1175.00
no
LO
U)
+
-T CA
I
W
<
U)
01
Ld
$QUIRRE.- DRIVI
EXSS-MH-3t A, 7 (STA. 1
21+29.2 2+10-81; GRAY
EX 16.46
RIM 25.1 , 32.59 RT
INV = 17.015
VPI STA = 25+75 SMI
-=i-lSTA. 17+23.3
RIM
25.29, 16.75 R
VPI EL =`26.00
11
INV 7.5
CURVE LEN = 75.00
7
25+00
Date
4/3/98
�Scale HOR.
VERT.
Drawn
MNH
'Checked :
DED
Project No :
W9701-80
0
0
+
U!
00
+
C14 i
i W CC
C4
Q II I 15" RCF
-J
V) aUJ
V) LL
> if >
95
7 L.F. '8" PVC 10 0.4%1
J
26 L-r. 8" P�C @ 0. %
INV OU11' 26.41
00
cr)
116 C-4
26+00 27+00
MASOO'NBOR0 T
SOU TH
OWNSHIP
NE A HANOVER COUNTY STANDARD NOTES:
1. SEWER GUARDS REQUIRED AT ALL MANHOLES
S AINLESS STEEL SEWER GAURDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
2. 10' UTILITY EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS.
3. ERVICES SHALL BE PERPENDICULAR TO MAIN AND
T-RMINATE AT RIGHT OF WAY LINE. SERVICES IN
CUL-DE-SAC ARE NOT REQUIRED TO BE PERPENDICULAR,
BUT MUST ORIGINATE IN MANHOLE AND TERMINATE AT
RIGHT OF WAY LINE.
4. �LL SERVICES TYING INTO DUCTILE IRON MAINS SHALL
I BE CONSTRUCTED OF CLASS 51, D.I.P.
EXISTING PUMP STATION TO BE REMOVED
EXISTING SEWER MAIN TO BE REMOVED
CORONAD DRIVE
PLAN P R •FILE
27+4
STA* 19+50 i
C A �oj �
tsS10*- Vz
S lop IM:;
SEAL
19742-
V.,
% NG I AIL .-S
7YO ,AS
32.00
24.00
20.00
12.00

DEVELOPER
99 AQUA VISTA DRIVE
WILMINGTON
/ �� ------
1 w
`.
/ '7(� 1
` ��`'
-~',~- \
� �/o
15 p1 STA = 0+05.20
| = 19l4'23^R
Dn = 10*12'52^
T= 95.20
R = 581.08
L = 18881
�
149
��[l
1
` ^'~
STA. 3+03.92 LT
NOTE: STATION OF AIL DRAINAGE STRUCTURES IS TO CENTER
OF MANHOLE AND CENTER OF CURB INLET.
-�r�
1
` `/`^ 1 -���
133 134
` `^"
132
1. SEWER GUARDS REQUIRED AT ALL MANHOLES
STAINLESS STEEL SEW R GAURDS REQUIRED AT
S EEL SEW
MANHOLES L T CJ TRAFFIC AREAS.
2. 10' UTILITY EASEMEN PROVIDED ALONG THE
TERMINATE AT RIGHT F WAY LINE. SERVICES 1\1
CUL—DE—SAC ARE NO REQUIRED TO BE PERPEqD1 ULAR,
BUT MUST ORIGINATE I MANHOLE AND TERMINATE AT
W V) RIGHT OF WAY LINE.
11 4. ALL SERVICES TYING I TO DUCTILE IRON MAINS SH LL
BE CONSTRUCTED OF C-ASS 51, D.I.P.
Co
GRAY c-**QUIRREL DRIVE -
SS Ab.
CQ SS
SS
Ilk Ss
w-----�
Co
_^ | ------'
+ .
p"
�) \ / \ � \ \- nT�. 2+95.82 RT
` _J -''' -
4 0A. SSMH-11
-7-7 \ -76
SS Ab.
CQ SS
SS
Ilk Ss
w-----�
Co
_^ | ------'
+ .
p"
�) \ / \ � \ \- nT�. 2+95.82 RT
` _J -''' -
4 0A. SSMH-11
-7-7 \ -76
UJ
LA-
IJ]
0+
i10
If
If -
if
to
C'
if
lu
359
169
EX 1011
PVC
NC 28403
q��&�'��N� --' - '
"'"/ '~^
WW���� �'�~~
y �§k IEng(nnw01UMT=tJJM Raleigh, NC Asheville, NC
Planners
Columbia, 8C Charlotte, NC
|Surveyors Atlanta, GA Hickory, NC U
110
.35%
1
`
P'=
Dc
00
10' NON MUNICIPLE EASE
ENT
SS
-------------
��{�SEAL
u ^/19742
VPI EL J= 26.4
CURVE LEN = t5.00
GRAY SQUIRRi L DRIVE
IL
PLAN/ PRO+ ILE
STA* 0+00 11+00
Wow
—upu%
e\PRoJEoTS\9rm\oTE\S1TET0p2.own
�� �

13
v L
139
V PI STA = 12+12.56
1 = 6.48'09"L
Dc = 2*1725"
T = 148.70 140
R = 2502.00
142 L = 297.05
Zr
c�
v
141
10' NON c' t0
•-•.... MUNICI EASE 1 STA. 12+21.11 LT
ENTSs
Elm
�7
0
64
<
65
M
70
STA. 12+62.47 LT
rn
0
SS
+� Mw..wevno4vn .
Sri �.. Ctl
O
O
Ac`r •rr�
SCALES:
1" =40' HOR
1"=4'VER
36.00
32.00
j NEW HANOVER COUNTY STANDARD NOTES:
1. SEWER GUARDS REQUIRED AT ALL MANHOLES
' STAINLESS STEEL SEWER GUARDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
2. 10' UTILITY EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS.
3. SERVICES SHALL BE PERPENDICULAR TO MAIN AND
TERMINATE AT RIGHT OF WAY LINE. SERVICES IN
CUL-DE-SAC ARE NOT REQUIRED TO BE PERPENDICULAR,
BUT MUST ORIGINATE IN MANHOLE AND TERMINATE AT
RIGHT OF WAY LINE.
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL
BE CONSTRUCTED OF CLASS 51, D.I.P.
EX SSMH-3 GRAYS IRREL �
DRIVE
STA. 12+39.93 RT
68
67
66
i
I ap id) co N s
E 04
+ + N
II N I} t
a Q
'V-)V) CL
> j
i
EX SMH-3 STA. 1 +14.8'
to EX RIM = 26.46 ��
t i EX I INVM 7.06 9' 9.73 L
-0.6137.
24.00
I
UJ
I
8" WATER
I
MAIN
W
Z
(3' MIN.
CO
R)
20.00
I
V
36" RCP
V
I STA
12+3
.68
V
I EL =
25.25
C
RVE L
= 75
00
353
L.F. 1
"PVC
0.24%
......
EX 1
n....SS
16.00
4
I
�
!
�
12.00
4
U)
8.00
CA
to F,-
Cq Cq
11 +00
12+00
13+00
DEVELOPER
GREENBRIAR
GREENBRIAR
ti.J !-" 1`� iV f� fl
SO `TH Q A RTNERSHIPpAkft
[11W
3177 WMINGT N, N AVENUE
WILMINGTON, NC 28403
XAIK WV
[phone]
99 AQUA VISTA DRIVE
EngineersDICKSONRo'eigh' NC Asheville, NC
WILMINGTON
Planners
Columbia, SC Charlotte, NC
Surveyors
Atlanta, GA Hickory, NC
NORTH
CAROLINA 28409
061
ME
EX SSMH-*
EX RIM = 25.77
EX INV = 18.00
NOTE: STATION OF ALL DRAINAGE STRUCTURES IS TO CENTER
OF MANHOLE AND CENTER OF CURB INLET.
0100
fi
[Dote :
4/3/98
cce HOR. _
VERT. _
Brown
MNH
Checked :
DED
Project No :
W9701.80
I i
------------
i
i
GREENBR I AR SOUTH
f'%
MASU"NBOR0 TOWNSHIFA--`
GRAY SQUIRR■
-.1. DRIVE
P LAiN /P R,401FI LE
STA-6 11+00 14+42*57
CA�0i �ii��i
••OF�.S S • s /a,
SEAL
19742
C?
LAS
f��httilit11�1
36.00
32.00
s !!
24.00
� !1

NOTE: STATION OF ALL DRAINAGE STRUCTURES IS TO CENTER
OF MANHOLE AND CENTER OF CURB INLET.
SEE SHEET C-6
FOR STATIONING
\SEM EN T
SCALES:
1" =40' HOR
1"=4'VER
I
32.00
$
-anti
n ,,
20.00
12.00
I
1 4'DIA. SSMH-11
SEE SHEET C-6
FOR STATIONING
SS 295 L.F. 8" PVC ®q
SEE SHEET C-6
FOR STATIONING
o
00
`D
PI STA = 6+24.68
-�-+
>A I = 4'13' 39"L
p Dc = 19'11'17"
OD 00 00
ID
T = 11.07
N
+
+ R = 300.00
w
unn L = 22.14
00
a
00
4'DIA. SSMH-14 w
CO
U`i
STA. 3+03.17 LT
________ WE-IsTARDRIVF,_
4'DIA. SSMH 15
STA. 6+00.00 LT
10' NON MUNICI LE EASEMENT ~�
S...�...,
o S 334 F. 8" PVC
+ t�.4q
o
o SS
o S
lilt
STA. 2+66.92 RT
STA. 3+03.97 RT ~� 1--
STA. 4+60.32
17.54 RT STA. 6+02.78 RT
` I� I 1
N `
-� -� a
1
t
0
NEW HAN JER COUNTY STANDARD NOTE c9
1. SEWER tUARDS REQUIRED AT ALL MAI` HOLES ` 1
STAINLE S STEEL SEWER GAURDS REQ IRED AT
Z MANHOL S LOCATED IN TRAFFIC AREA
j 2. 10 UTIL TY EASEMENT PROVIDED ALON THE
ALL LOTS.
3. SERVICES SHALL BE PERP NDICULAR TO MAIN AND
TERMINATE AT RIGHT OF Y LINE. SERVICES IN
CUL-DE-SAC ARE NOT RE UIRED TO BE PERPENDICULAR,
1 BUZ MUST ORIGINATE IN M NHOLF AND TERMINATE AT �
Q RK;H T OF WAY LINE.
�
c
o 4. ALL SERVICES TYING INTO UCTILE IRON MAIR SHALL z
BE CONSTRUCTED OF CLAS 51, P_1.P. r
z
r
_
3
(0 1#�
O
O
{
€
�
I
�
�
j
O tin
d N
O
0
}
!
(
+
+
O
to
S
tJiJ
!L
16
F
�..
W
I
If
m
{{
E
J
W
tt1
>{
m
V
S
MH-11
STA. 2
I
80 39 tGRAY
RT I
SQUIRREL
DRIVE)
VPI
VPI
STA =
L = 26.62
+49.17
I
`
SSM
RIM
INV
-14 S T A. 2+ 7.8
= 25.5 , 2.86 T
= 16.4 S) i
RI
A= 25
46, 7.52
IN
V= 14.77
{
CURE
LEN
= 75.00
18.4 W i
.-
0.68�
0.775
-
I
C-4 CW .!
0+ 00
DEVELOPER
BRIARHIP
GREEN
• s AQUA
NORTHWILMINGTON
RO .28409
15" R1
+
c01 Q0 4
N' N i
E
d 11 I 11 II I
J i
V) W jn W
WATER MAIN E
> I
----�
{ F
.56 a 1
I VPI1 STA = 3+03.1
VPII EL = 5.43
I i CURVE LEN = 75.
0.7V %
I STA 4+5513
I EL = 26.60
RVE LE q = 75 (
0)
r
T
+
Il
iN
A
<t
CL
!
D-
14-L, VC 0.4%
t t i i
t
1 �
00 1
CO
4'DIA. SSMH-2 M Z
M � F- Q
C M
C�
SEE SHEET C-4 N O
FOR STATIONING
Q 0
Q
l � j
i
4=
1
�S 319 L.F. 8" PVC C@S0.4% CID_______,.__,_ SS
+ -+
o � 6
STA. 6+38.69 RT SEE SHEET C-4 ---- _�--
FOR STATIONING
0 Lf
o _ _-
o (DO
CA
1
Q
-� `�tttttttuttu���s�
``` Qr�;.• SS p ••.f ��s
cn � � • o
t SEAL
19742
,. Iwy_ • kG I NEB . �L.
0 � '°Eeetti>cttttto
2 ti
M
E
{
i
N
M
tr
tO
N
II
Q
{
j
I
I!
-J
w
E-
CL
t
to
SSMH-i-15
STA. 6+2i. 9
RIM =
25.52, 3.45 LT
>
INV =
17.75 =S
{
INV =1
19.50 W
.86�
�
I I
I �
i 0.6
15" RCP
I
8" WADER MAI
VPI SsTA = 5t95.23
VPI 4 = 25. 0
CURVE LEN 75.00
VPI STAB = 7+61.11
VPI EL J= 26.5
CURVE ILEN = 5.00
r
l06
ice}- N
N I N
N E
li � Q li
w t~n w
I >
All
pVt @ 0.4 a
to
I { cC �...,
Cq
tD tom•
VJ
it
N
qtt) I
`�
i t0 I' , } 04 ,�..,:{ 1 N �� !
{ ! E
; N i •.:: N t:"I
-
N ,�. I
I
1 +00
2+00 3+00 4+00
5+00
6+00 7+00
Dote
4/3/98
VILLE AVENUE
Scale HOR. _
GREENBRIAR
3177 WRIGHT
vERT.
1www K
WILMINGTON, NC 28403
[phone]
Drown
MNH
Engineers
��
Raleigh, NC Asheville, NC
Checked:
MAS0kix4BA*`RO TOWNSHIP
Planners
Columba, SC Charlotte NC
DED
Surveyors
Atlanta, GA Hickory, NC DESCRIPTION'sect
No
W9701.80
Q
SMH- STA. +33.72 to
RIM = 24.91NV 19.03, w
18"
8" iWATER MAIN'
DRIVE
FILE
9+49.65
32.00
28.00
20.00
12.00
Sc \PROJECTS\9701 \SITE\S{TETOP2.DWG

0
w
Z
0
0
SCAL S:
' 0
1 " = 4' R
36.00
32.00
106 104
105
4'DIA. SSMH-16
10' NON MUNICIPLE EASEMENT
384F. 8" PVC ®0.71% SS SS
SS N + o
o 0 a o
o
S
W
NOTE: SEE SHEET C-8 FOR STATIONING
OF CURB INLETS ALONG WEST GROV DRIVE.
109
f
127
a r
I
T-
0
L
+
Q
N
it
it
V
w
M
0
m
SSMH-15,
STA.
+21.1
RIM =
5.52, 3
45 LT
INV = 119.50
�E)
INV = 117.75
S
15"
110
0.30%
rr"--WA
V i 384 L'F.
20.00
1 I �
i I
I
16.00
I 4
12.00 I
001to
tf) I r
F, '-•_I
N I .� 4 cV
8.00
-1+00
0+00 1 +00 2+00
DEVELOPER
r
i• a,� A ,r
i
�op I•►� i•
3177 WRIGHTSVILLE AVENUE
WILMINGTON, NC 28403
www K [phone]
Engineers in Lj 111111hoilRaleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors Atlanta, GA Hickory, NC
VV
CONTEN ER LANE
103
r- 4'DIA. SSMH-17
111 I 112 I 113
VP STA = 4+21
VP EL = ?6.83
CURVE LEO = 75. O '
I STA. +80.93 SS H-17 STA. 4: 50.
�26.63, 4.12 LT Ri = 26.4, 4.02 LT
I INV 22.22I IN = 22.�0
i
I CQ
IU-)
3 +(D
N
11
i
e
N
l
W
V
( W
102
101
--- 353 L.F. PVC @ 0.52
SS�
- o
0
W -_
10' NON MUNICIPLE EASEMENT
114
r
to
ice... i pw
F N #+ i i `
3+ 00 4+ 00 5+ 00
Date
4/3/]1'=�4'
Scale : HOR
VERDrawn :
MN
Checked :
DED
PIroject No
W9701.80
115
0. 41 %
3531 L.F. 81 P
CV 'I E
6+00
98
100
18 L.F. 8" DIP ® 0.52%
SS
6
0
W
116
117
NEW HANOVER 'IN
TANDARD NOTES:
1. SEWER GUARDS REQRED AT ALL MANHOLES
STAINLESS STEEL SER GAURDS REQUIRED AT
rJ2 MANHOLES LOCATED TRAFFIC AREAS.
2. 10' UTILITY EASEME PROVIDED ALONG THE
FRONTAGE OF ALL LOTS.
3. SERVICES SHALL EfE PERPENDICULAR TO MAIN AND
TERMINATE AT RIGHT OF WAY LINE. SERVICES IN
CUL-DE-SAC ARE�NOT REQUIRED TO BE PERPENDICULAR,
BUT MUST ORIGINATE IN MANHOLE AND TERMINATE AT
53 RIGHT OF WAY LINE.
4. ALL SERVICES T�ING INTO DUCTILE IRON MAINS SHALL
BE CONSTRUCTE OF CLASS 51, D.I.P.
� r ►t �r � i ►i< � r 1 ��
tf?
i 00
11
SMH- $ STA. +21.45
RIM = }25.05, .34 LT j
i {NV 2
0.2611 0
30" 1 RCP
181 L.F. 8" IDIP @ Q.4%
LO
tV
8+ 00
56
57
8" IWATER MAIN
NOTE: SEE SHEET C-5 FOR STATIONING
OF CURB INLETS ALONG CORONADA DRIVE,
Q•••�FF S S pN. �jf,� oe
•
SEAL
19742 :
.n. w
s „y
i'•�Q! AS
32.00
MOM
24.00
20.00
12.00
S: \PROJECTS\9701 \SITE\SITET0P2.DWG

IIJ
r
' 127
I
128
SS SS
6
0
w
SEE SHEET C-8 FOR STATIONING OF CURB
INLETS ALONG WESTGROVE DRIVE.
129
0
O N
F¢- w
32.00 V'
1 o m
0 RI�M''j 25. 4, 2.86 LT
28.0 INV = 18.4 E
INV = 16.4 (S)
24.00
30"
20.00
16.00
12.00
126 125 124
4' DIA. SSMH-18
10' NON MUNICIPLE EASEMENT
ss w SS S
6
0 0
NEW HANOVER CO
NTY STANDARD NOTES:
1.
SEWER GUARDS
REQUIRED AT ALL MANHOLE
STAINLESS STEE
SEWER GAURDS REQUIRED
AT
MANHOLES LOC
TED IN TRAFFIC AREAS.
2.
10' UTILITY EA
EMENT PROVIDED ALONG TH
3.
SERVICES SHA
L BE PERPENDICULAR TOM
IN AND
TERMINATE AT
IGHT OF WAY LINE. SERVI
SIN
CUL—DE—SAC
RE NOT REQUIRED TO BE P
RPENDICULAR,
BUT MUST ORI
INATE IN MANHOLE AND TE
INATE AT
RIGHT OF WAY
LINE.
4.
ALL SERVICE
TYING INTO DUCTILE IRON M
INS SHALL
BE CONSTRUC ED OF CLASS 51, D.I.P.
123
122
121
4' DIA. SSMH-19
w
MARSH iOOD DRIV
7
1 SS
o a
w w-
10' NON MUNI PLE EASEMENT
130 131 132 133 134 135
136
l {
I
{ '
4 4
VPI STAB = +p €
t
IIVPI El 26.961
CURVE BEN
€ i
SSMH-1�8 TA +01.09 t l {
' 4.80 LT `
RIM — 26.74,
F i
l INV , 22.00 i I
RIM 26.79, 5.36 I+T
INV 22.0011 1
0. 31 %
i I € © '
403 L.F. P { o }
1 t i
N
E I Q H { 1
{ tt1 W (n ! j
V U
N
N t .. t
8.00
' 2+00
0+00 1 +00
DEVELOPER
3177 wRIGF1TSViLLE AVENUE
�'`
EENSRIAR SOUTH PARTNERSHIP WLMINGTON, NC 28403
(910> 762— 4200
99 AQUA VISTA DRIVE WKEngineers E31CKSON Raleigh, NC Asheville, NC
1NILMINGTON Planners Columbia, SC Charlotte, NC
Surveyors Atlanta, GA Hickory, NC
NORTH CAROLINA 28409
—0.34%
117 I
118
119
120
SEE SHEET C-5 FOR STATIONING OF CURB
INLETS ALONG CORONADA DRIVE.
ss SS
7
19
I
co 9
4' DIA. SSMH-9
bo
IN
61
137
62
138
I � 63
�ICn
739
7
� t
+
{ � � II
t �
! cL
ow
I
i 1
RIM = 25.355, 2.66 ILT
INV =4 19.00 W)
$ INV ==I 18.82 [S)
30" NCP
�. t F tfJ {•...... N _
r ;� tLl CO
N '' E
I` tO f N
7+00 8+00
4+00 5+0 6+00
3+ 00 _ ,---
M ASO 0 '
A N B 0 1
WATERI M¢41N
eeeoot���ll11�j,'%
SEAL w
19742
Ica EZ
S.
r��(,/y®LA t`ee
>>lltlllit111��e
MARSH WO4, �D DRIVE
%1 1 .7�
PLAIN Porl�,OFILE
5* 6
1�
STA* 0+00 8+
36.00
32.00
20.00
om
12.00
S: \PROJEC1S\9/ul \5i it\bi itiurz.uw�

M
SEE SHEET C-3 FOR TATIONING OF CURB
INLETS ALONG CORONA A DRIVE.
I
{1\ �N\\\�CUUK�
LONE, EAGLE
EXSSMH-1
rn
00
SCALES:
1 =40' HOR
1 =4' VER
32.00
24.00
20-00
16.00
12.00
-3
DEVELOPER
GREENBRIAR SOUTH PARTNERSHIP',
99 AQUA VISTA DRIVE
WILMINGTON
NORTH CAROLINA 28409
320
0 �_
0 F -!
pvc_
F
10 ww--, - MUNICIPLE EASEMENT
10' N N
-0 PI STA = 1 +48.12
>
0 1 = 10*32' 4"R
Dc = 9'5 '138"
+
T 53.02
0
0 Lo
0 R= 575.00
bo
+ L 105.75
(D
LO
EXSSWH--1 ­STA. C+1-0
RIM = 25.P6, 5.44 RT
IN�k
= 17.
v n (,c_
IN] = 1q _,I I
18" 1RCP
+
fO
C14
F-
-i
I - z
(0
to
to is) i
C%4
0+00 1+00
3177 WRIGHTSVILLE AVENUE
Pjdkft
WK
WILMINGTON, NC 28403
[phone] -1
Engineers
Planners
Surveyors
DICKSONRaleigh,
NC Asheville, NC
Columbia, SC Charlotte, NO
Atlanta, GA Hickory, NO
Q0
N
3MH-20i.-S-A. + --- . L RIM --= 26.50, 10.26 T
IN V = 22.00
ESCRIPTION
R E V I S 1 0 IN S
f Date :
4/3/98
Scale = HOR.
VERT.
Drawn
MNH
Checked :
DED
Protect No :
VV9 7 0 1. 8 0
NEW HANOVER COUNTY STANDARD NOTES:
1. SEWER GUAR S REQUIRED AT ALL MANHOLES
STAINLESS S- EL SEWER GAURDS REQUIRED AT
MANHOLES LO ATED IN TRAFFIC AREAS.
2. 10' UTILITY E SEMENT PROVIDED ALONG THE/ /e
FRONTAGE OF LOTS.
3. SERVICES SHIA BE PERPENDICULAR TO,,,6AIN AND
TERMINATE AT
IGHT OF WAY LINE. SF9VICES IN
CUL—DE—SAC A E NOT REQUIRED TO )3E PERPENDICULAR,
BUT MUST ORIGI ATE IN MANHOLE A
RIGHT OF WAY Ll E. ND TERMINATE AT
rf
4. ALL SERVICES T NG INTO DUCTILE IRON MAINS SHALL
BE CONSTRUCTED OF CLASS 51, D.I.P.
GREENBRIAR SOUTH
q
U
t
I- ti
CA �oj
S 0
EAR
airs •
•
W3
32.00
iIl
24.00
4WITE
16.00
12.00
LONE EAGLE COURT
PLAN/PR FILE
STA. 0+00 3+54.76
S: \PROJECTS\9701\SITE\SITETOP2.DWG

SEE SHEET C-3 FOR STATIONING OF CURB
INLETS ALONG CORONADA DRIVE.
(0
N l
1
ONE EAGLE DRIVEI
1 �.. ...�..... ��.n .w .ri u.........:oo :..u.n......, ...w�.� .. . ...........
0
CA
=40' HOR
1 =4' VER
32.00
24.00
20-00
16.00
12.00
po
DEVELOPER
GREENBRIAR SOUTH PARTNERSHIP!
99 AQUA VISTA DRIVE
WILMINGTON
NORTH CAROLINA 28409
30%
15" 1 RCP
am
3177 WRIGHTSVILLE AVENUE
P&M WILMINGTON, NC 28403
W [phone]
ar W W
Engineers DICKSONRaleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors Atlanta, GA Hickory, NC
DESCRIPTION
R E V I S 1 0 N S
4/3/98
Sccle HOR.
VERT.
Drown
MNH
Checked :
DED
Project No
`W9 77 0 L1. 8 0
.J
GREENBRIAR SOUTH
11 A
MASONBORO TOWNSHIP
LONE EAGLII LAN E
-77
P -k PLAINN- R,4-fFILE
xA CA
SS
®®°°°.
SEALO
742
Sr A F
1wcmt
Z
%
6L AS
32.00
_s i�
12.00
S: \PROJECTS\9701 \S1TE\S1TE'10P2.DWG

36.00
32.00
24-.00
20.00
12.00
RecREq j NA �
'14r� L "'Y
E�
SEE SHEET C-4 FOR STATIONING OF CURB
INLETS ALONG CORONADA DRIVE.
r� BURNING TR
O ( N
Q. -.i
F-- W
N
D_
CL O
15" RCP
DEVELOPER
GREENSRIAR SOUTH PARTNERSHIP]
99 AQUA VISTA DRIVE
WILMINGTON
NORTH CAROLINA 28409
E
0.31
WATER MAIN
Cq F:
i
1 +00
N [
2+00
3177 WRIGHTSVILLE AVENUE
I% WILMINGTON, NC 28403
ipW K [phone]
Engineers MICKSONRaleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors Atlanta, GA Hickory, NC
SCALES:
1" =40' HOR
1 " = 4' VER
3+ 00
N
NMI
I
�Mi
[Date :4/3/98cale = HOR. _
VERT. _
Drown
MNH
Checked:
DED
Project No :
N9701.80
SS/0
4 '
_ SEAL
a 19742eyil
s
r . NcrrtE� •• �
jlio L AS
32.00
24-.00
20.00
16.00
12.00
FSheet No
GREEIK\4'BRIAR SOUTH BURNING TREE
MlASOIN'BOR0 TOWNSHIP PLAN /PR FILE C'13
STA. 0+00 - 2+19-615

IN
15.00 —'
RBSo
w_
w `• -� M meµ^ ^w" ^,M M M " " w . _..., ^ ......_,.w ,. .V w -.M ------- _ ---
i
i 0
NORMAL POOL ELEV = 21.50 `
BOTTOM OF POND ELEV = 17.50 = t
BOTTOM OF FOREBAY ELEV = 17.50 `
REQUIRED SURFACE AREA = 12,373 SF
SURFACE AREA PROVIDED = 16,396 SF
DEPTH PROVIDED = 4.0 FT
1—INCH POOL ELEV = 22.25
ORIFICE SIZE = 2—INCH 1
FOREBAY VOLUME REQUIRED = 2,447 CF =
FOREBAY VOLUME PROVIDED = 5,809 CF
--- 215.55
0
3:1 SIDESLOPE
TOP OF BANK ELEV 27.0
10 FT
1—INCH STORAGE ELEV 22.25
-— 10 FT --- NORMAL POOL ELEV 21.50
ELEV 21.50 NORMAL POOL ELEV 21.50 —
ELEV 19.83
r 3:1 SIDESLOPE --.�
6:1 SIDESLOPE
BEGINS AT ELEV 19.83 AND
ENDS AT ELEV 21.50
DEVELOPER
r r l SOUTH 1 PARTNER
r
• • AQUA VISTA DRIVE
WILMINGTON
NORTH CAROLINA
28409
•
BERM ELEV 21.50
3:1 SIDESLOPE
POND BOTTOM
BOTTOM ELEV 17.50 - BOTTOM ELEV 17.50
TYPICAL POND X-SECTION.
N.T.S.
3177 WRIGHTSVILLE AVENUE
Eft WILMINGTON, NC 28403
[phone] WW K
........ M� I
Engineers r I I L"00 K 8 00"N Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors Hickory, NC
10 FT
R .SO
..............
-- SS
7
ELEV 21.50
ELEV 19.83
6:1 SIDESLOPE
BEGINS AT ELEV/ 19.83 AND
ENDS AT ELEV 21.50
DESCRIPTION
Date
3/25/98
Scale
AS SHOWN
Drawn :
MNH
Checked :
DED
Project No
9701.80
41
NOTE:
CONSTRUCT OUTLET USING WELL —GRADED STONES WITH A d50 SIZE OF 9
INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED,) AND A MAXIMUM
STONE SIZE OF 14 INCHES. A 1—FT THICK LAYER OF 1/2 — 3/4 INCH AGGREGATE
(N.C. DOT #57 WASHED STONE IS RECOMMEDED) SHOULD BE PLACED ON THE INSIDE
FACE TO REDUCE DRAINAGE FLOW RATE.
5 FT. MIN.
1.5 FT.
1800 CU FT/ACRE
CROSS SECTION
ATTACH GRATE TO CULVERT
GALVANIZED BAR GRATING 1" x 1 /8" BEARING BARS.
FASTEN WITH J—CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
FLOOD POOL 22.25
30" BCCMP
a• . a
s
MASONARY BOX (48" X 48")
IE 21.50
NORMAL POOL EL. 21.50
a ` . 6" EXTENDED BASE
OUTLET CONTROL PIPE
2" PVC PIPE
OUTLET CONTROL DETAIL
PROPOSED POND,
N.T.S.
DESIGN SETTLED TOP
21" MIN.
4 FT. MIN.
TIP1.5 T.
5 FT.
kX. FILL
FT. MI
FILTER FABRIC -/
STONE SECTION
SEDIMENT TRAP.
N.T.S.
GREENBRIAR SOUTH
MASONBORO TOWNSHIq
OVERFILL 6"
FOR SETTLEMENT
III..: ''I 11�'I I Ii
- 2:1 SIDE EMERGENCY BY—PASS
SLOPE MAX. 6" BELOW SETTLED
TOP OF DAM
1:1 SIDE SLOPE
MAX.\_ NATURAL GROUND
CA�oj
pro
SEAL
�y's 1974
x • *.NG IN�;�•••Q�C� `•
LAS
��1110lil11tt��
POND D E T I L W/
MISCELLANEOLS DETAILS
S: \PROJECTS\9701\SITETOP2\SITETOP2.DWG

ENNIS CLEANOUT COVER (EEVB001)
TOP OF COVER SHALL BE FLUSH WITH GROUND
NOTE: PROVIDE ADDITIONAL FITTINGS
AS NECESSARY TO COMPLETE
PROJECT.
CLEANOUT: 4" X 4" COMBINATION WYE,
4" DIA. SCH. 40 STACK, 4" CLEANOUT
FITTINGS AND THREADED PVC PLUG,
\--�4-
DIA. SCH. 40 PVC PIPE ® 1/8" PER FT.
— 45 DEG. BEND (SCH-40)
`--- 4" SDR-35 TO SCH-40 ADAPTER
— 8" X 4" WYE (SDR-35)
24" 4" X 4" TREATED TIMBER
OR LANDSCAPE TIMBER
GLUED CAP
p
INVERT ELEVATION
MINIMUM 4 FT BEL
GROUND SURFACE
AS SHOWN ON PI-;
LONG SIDE
24" 4" X 4" TREATED TIMBER
OR LANDSCAPE TIMBER
ENNIS CLEANOUT COVER (EEVBO01)
TOP OF COVER SHALL BE FLUSH WITH GROUND
STD. MANHOLE COVER,
MANHOLE STEPS
AS SPECIFIED
PRECAST MANHOLE SECTION,
A.S.T.M. C 478
�wf MONOLITHIC- :.
,,, PSI COACRETE
'
!i! li�i+! IM!! � � •
00 NOTE:
EXTENDED BASE MAY NOT BE REQUIRED
WHERE MANHOLES ARE GREATER THAN
4 FEET INSIDE DIAMETER
CLEANOUT: 4" X 4" COMBINATION WYE,
FI DIA. SCH. 40 STACK, 4" CLEANOUT T 12" PRECAST MANHOLE
FITTINGS AND THREADED PVC PLUG,
GLUED CAP
N.T.S.
`INVERT ELEVATION
MINIMUM 4 FT BELOW
4" DIA. SCH. 40 PVC PIPE ASOSHOWNUONAPLANS
---- 4" — 45 DEG. BEND (SCH-40)
-- 4" SDR-35 TO SCH-40 ADAPTER
8" X 4" WYE (SDR-35)
TURNED 45 DEGREES
SHORT SIDE
SEWER SERVICE.
N.T.S.
NOTE: SEE SHEET C_5 FOR PLAN/PROFILE
CONNECTION TO EXISTING.
SEWER MH- #2 FROM SEWER MH #**
N.T.S.
DEVELOPER
.. rwr r Arr SOUTH PARTNERSHIP
! • a VISTA DRIVE
NORTHWILMINGTON
' `28409
3177 WRIGHTSVILLE AVENUE
WILMINGTON, NC 28403
AWN K [phone]
Engineers �ce Raleigh, NC Asheville, NC
Plonners Columbia, SC Charlotte, NC
Surveyors Atlanta, GA Hickory, NC
FI G. 1
CLASS - C
SHAPED BOTTOM
Z_
M
LIGHTLY
COMPACTED
BACKFILL
IBC 0.5
MIN.
HAND SHAPED FROM
FIRM UNDISTURBED SOIL
SLOTE: TRENCH BANKS AND USE FINAL BACKFILL - ASTM D-2487
/\\ SHEETING &SHORING AS NECESSARY � CLASS I, II, III OR IV MATERIAL
\\ F/�\� IN 8" LIFTS TO FINISHED GRADE
OR SAFE WORKING CONDITIONS.
UNDISTURBED EARTH ��� /'"��
BACKFILL SHALL BE COMPACTED
TOL95% ASTM D 698 (STD. PROCTOR)
N INITIAL BACKFILL - ASTM D-2487
CLASS I, II OR III MATERIAL IN
\\\� 6" LIFTS TO A DEPTH OF 24"
ABOVE TOP OF PIPE
►� ...............:.:...... \� j
COMPACTED GRANULAR BEDDING
..:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:..:.. \/ CLASS I MATERIAL
ASTM D 693, SIZE NO. 57
DIA. + 24"
TO TOP OF PIPE
low -
Multi
FIG. 3
CLASS - B
FIG. 2
CLASS - C
SHAPED BOTTOM
COMPACTE
COMPACTED COMPACTED BACKFILL
BACKFILL BACKFILL
Bc/4 BUT NOT
LESS THAN 4"
ANGULAR
Bc �� MATERIAL
MIN.
HAND SHAPED FROM HAND SHAPED FROM
ANGULAR'-I-EDIJING MATERIAL UNDISTURBED FIRM SOIL
G IDELINES FOR BEDDING
DETAILS EAN, SEWER & STORM SE
CLASSES B &C
N.T.S.
Date :
4/3/98
Scale :
AS SHOWN
Drawn :
MNH
Checked :
DED
Project No
W9701.80
CARE
1�i��tt>a itrrre� ff�s
�`��� 'oF•SffJfN
0 •.
s•
f
SEAL
19742 ii
iNe CLAS
rrt►ttt��>ti
FI G. 3
CLASS - B
LOAD FACTOR
1.9
Bc
o'
LO
,p rp
60' R/W
TYPICAL INTERSECTIN DETAIL.
N.T.S.
L0
Bc/4 BUT NOT
:....- LESS THAN 4
4" BASE
8" BRICKS
CASTING SHALL BED
DEWEY BROS. NO, MH-VA-1 2"
MINIMUM AVERAGE WEIGHT
RING 96 LBS,
COVER 40 LBS, CONCRETE
-12"
TYPICAL CUL-DE-SAC.
N.T.S.
2, 0"
L If
R "
CASTING
G�
I lm
2" ASPHALT
3
D
x
©
2"
z
c
:. .'.' .p
---i
...
i
A 111- ---12"
TYPICAL D TAIL
MONUMENT CASTI G AND BASE
N.T.S. 7'
MISCELLNE,
DETAIL
SHEET 1 OF 1
S: \PROJECTS\9701\SITETOP2\SITETOP2.DW

RAS.S SWALE AT OUTLET OF
CORONADA DRIVE
N.T.S.
E-AT OUTLET OF
CORONADA DRIVE
N.T.S.
T
ELEV 27.0 NOTE: EMERGENCY SPILLWAY SHALL BE GRASSED
r- ELEV 26.00
EMERGENCY SPILLWAY
N.T.S.
VARIES (10' MAX.)
.- :.------+-
I Tiro CTQ A KIn KAI NJ -410 CI I ACF t ... ,.,,,^ram • ],, !�
LINE WIRES MIN.
#12-1/2 GUAGE
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER
PIRE OST NTH C SHALL BE FASTENED O
WOODEN
P NOT LESS THAN ##9 WIRE STAPLES
1--1 /2" LONG
STEEL OR WOOD POST
0
GROUND LINE -t R�
�•,• 0
DEVELOPER
GREENSRIAR SOUTH PARTNERSHIP
99 AQUA VISTA DRIVE
WILMINGTON
NORTH CAROLINA 28409
FILER FABRIC
- c- FILL SLOPE
ANCHR FILTER FABRIC
SKIRT
STAKES
3
1 I L'.'.'..'.'.'..'.'.'.'..'.'..'.'LI SILT BARRIER
1 STAKE AT(1.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'(.I FENCE
EACH CORNER GROUND(.L...................::..............II
1.
IL
2.0 FT -. ( ..................II
_ II II
A A II II
TEMPORARY
DITCHC-.PBO' .I
J
N.T.S.
:.
• ..ur d' .6 �.
SILT BARRIER FENCE -s SECTION A - A
NOTE: FOR CURB INLETS AND DROP INLETS
FABRIC DROP INLET PROTECTION DETAIL
N.T.S.
GALVANIZED BAR GRATING I x " '^" brnb�n�n onDc
FASTEN WITH J-CUPS, ATTACH TO A 1 1
GALVANIZED ANGLE FRAME. MORTC
FLOOD POOL = 22.5
3177 WRIGHTSVILLE AVENUE
9-wAft WILMINGTON, NC 28403
w Aw"w K [phone]
Engineers cm: R r " C Raleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors Atlanta, GA Hickory, NC
50'
6" MIN.
12' MIN.
coaasE ncca[cn*[ x
TEMPORARY CONSTRUCTION.
ENTRANCE,,LEXIT
N.T.S.
NOTE:
CONSTRUCT OUTLET USING WELL -GRADED STONES WITH A d50 SIZE OF 9
INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED,) AND A MAXIMUM
STONE SIZE OF 14 INCHES. A 1-FT THICK LAYER OF 1/2 - 3/4 INCH AGGREGATE
(N.C. DOT #57 WASHED STONE IS RECOMMEDED) SHOULD BE PLACED ON THE INSIDI
FACE TO REDUCE DRAINAGE FLOW RATE.
5 FT. MIN.
1.5 FT,
1800 CU FT/ACRE
MASONARY BOX (48" X 48")Z
• IE 19.00
NORMAL POOL EL. 19.00
:a. a a •qy.A - .4
OUTLET CONTROL PIPE
3.5" PVC PIPE
6" EXTENDED BASE
RIPRAP ENERGY DISSIPATOR
A
OUTLET CONTROL DETAIL.
EXISTING POND&
_.._. OU LET CUL VENT
i�
N.T.S.
SEEDING MIXTURE RATE (LB/ACRE)
PENSACCLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
SEEDING DATES: APRIL 1 - JULY 15
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 3000 LYACRE GROUND AGRICULTURE LIMESTONE
APPLY 500 LB ACRE 10-10-10 FERTILIZER
BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS
PERMANENT SEEDING
�t�tlttt#!lilt
CARoj z4,
4E'AOOLW
19742
� / tee V I1`{ �;i; �� ��►
LAS
tttltttll�>`ttt
FLOW SPREADER MECHANISM
WINTER AND EARLY SPRING SUMMER r_ FALL
SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE)
RYE (GRAIN) 120 GERMAN MILLET 40 RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) 50
SEEDING DATES: APRIL 15 AUG 15 SEEDING DATES: DEC 1 — APRIL 15
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
COVER IS NOT TO EXTEND BEYOND JUNE. APPLY 2000 LB/ACRE GROU0 AGRICULTURE LIMESTONE APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
SEEDING DATES: DEC 1 - APRIL 15 APPLY 750 LB ACRE 10-10-10 FERTILIZER APPLY 1000 LB/ACRE 10-10-10 FERTILIZER
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 750 LB ACRE 10-10-10 FERTILIZER
TEMPORARY SEEDIIN'G...
cite
3/251,�98
Scale
OrWrt .®..
MNH
Checked .:
GED
Project Nu :
GREENBRIAR SOUTH
M`AS0NBU4"R0 TOWNSH'
CROSS SECTION
A
PLAN VIEW
VARIES
6O�QQ�QQ0�0..0..
NOTES:
Lo=LENGTti OF APRON TREVIRA SPUNBOUND TYPE S-1115
d=DEPTH OF RIPRAP OR APPROVED EQUAL FILTER FABRIC
SECTION A -A
RIPRAP OUTLET
PROTECTION DETAIL
N.T.S.
OVERFILL 6"
FOR SETTLEMENT -,
4 FT. MIN.
FT. MI
FILTER FABRIC
STONE SECTION
SEDIMENT TRAP.
N,T,S,
100 FT MIN
—. �.
VARIES FOR EACH SWALE
z
_I A
y y I'll, � 4,1
v 4 '41 y
0a
14, tL
y NV U) V)
!�!
z
'Y 14e '4• Ji 4 Q
11, y
1
RECEIVING STREAM ( '�
OUTLET CULVERT
FT
11_1 I I-1 I i'
op�- 2:1 SIDE EMERGENCY BY-PASS
SLOPE MAX. 6" BELOW SETTLED
TOP OF DAM
1:1 SIDE SLOPE
MAX.
NATURAL GROUND
I•
N
NOTE: SWALE TO BE FLAT AT FLOW SPREADER
A2 FLOW SPREADER FOR GRASS SWALES, M ,/ATER
N.T.S, PD)
JUL 10199
'.� M3 a05
P R 0 J # .
60 T R/W
12' 2' 32' 2' 12'
1 /2" PER FT 1 /4" PER FT 1 /4" PER FT 1 /2" PER FT
SLOPES-: 3:1 SLOPES= 3:1
P•QDIFIED VALLEY CURB /6" " 0
ABC & 1-1 2 1-2 �_ SANITARY SEWER MINIMUM COVER 3.0 FT
GRAY SQUIRREL DRIVE
NOT To SCALE
50 FT R/W
11' 224' 2' 11'
1/2" PER FT . 1 /4" PER FT 1 /4" P17 R FT 1/2" PER FT
SLOPES­-3:7VIALLEY
SLOPES= 3:1
MO){F{EDCURB �
6" ABC & 1-1/2" 1-2 SANITARY SEWER MINIMUM' COVER 3.0 FT
CORONADO DRIVE, LONE EAGLE COURT, WESTGROVE DRIVE,
CONTENDER LANE, MARSH WOOD LAME AND LONE EAGLE LANE
NOT TO SCALE
MISCELLANEOUS
DETAILS1
S:\,PR`)JF'CTS4:9701\SITFTOP2\,SIT IOP2-0,4"(:

DRAINAGE AREA
GREENBRIAF
SECTION 21
MAP BOOK
PAGE 28
DRAINAGE AREA
LOTS 1 -19 PREVIOUSLY
RECORDED
GREENBRIAR
SECTION 2E
MAP BOOK 27
PAGE 26
DEVELOPER
GREENBRIAR SOUTH PARTNERSHIP
99 AQUA VISTA DRIVE
WILMINGTON
NORTH CAROLINA 28409
DRAINAGE AREA 2 FOR POND NO. 2
NOTE: EXISTING POND CURRENTLY HAS PERMIT IEu 14.V Atmr-J vr- yr w... '-- -- • --"• -'.-
WATER BEING CONVEYED TO IT. THIS ACREAGE IS INCLUDED IN CALCULATIONS PROVIDED. (ALSO INCLUDES 14.9 ACRES OF OFFSITE DRAINAGE)
INK
epm-w 3tAL
z 19742
ly0LAS pP'`♦
�1111111111%0�
S: \PROJECTS\9701\SITETOP2\SITETOP2.DWG

W%,- — — ---� —N — - I - P, 1� z � � I............ 9 lot Iry 3S KV FZM �W 6TRE67' t-IN6 -Vot GALvI Le. FKAME ATYArt; �A AlrtMOKTOK FKAme, 1b 'MP bF ouTL-F-T SreucTuxe K-9 5c 5 _T roe P-Lev. z:46.6 0 .3 FL.Oov f1l Mo 15�)l L 69 4OKMAL Ill E-5-7 MASI>JVY OK COk. ............. 4- 18.5 MTT01`4 EdEMY Pi%IrATOK 11.6 (5Er_ VETAIL) W 3" r6i CotACKET5, 17///M-rAWALMAOMEP wive c-Lcrr-H OVEK-j I$HALL- Pli,AME�TZIZ 01tiFir-15 511 12,. to mc-.H .020 Wite) I IQ, 1 9. C> 0 15TKUCTUIZE P V. I FS .'rl T IUTLET E AL 0, x -2 C-"X -Ty I4 IDz ItT COW 4, I7 I0.� ILI \17 ........... A- IA _T� Ilk 60'co
(10 D IZ6
07J. lc;�
It 6�
4S
CA
0Y
v
Z4P
4
5.0
t
je,
(11 044- f1vT t IA Z) 144 op 1 �4 ra %%—ool . ..... ..... ... tILI 100e '0I 40, 4VV�ZOVEV 6gAl7e I'17 ---gap 4­ 1W 64 % r IIIIIII.000000".0IIIIIII� COAJ . . ...... W '00PI 7rY121CAL G�TC P 0A57 I K 0 0 t (4
(91 (10 A 170 II-9 -7% FO),
IT '2 —71*) IF
(14 __T 2-7 48"f' 'Cf)" loci 7 Icu GALVAIIJ17EV 15AV 15AIZS FASTIE�J V/ TYrF_ -C.Lfes 1� L Alm Y, 11EAV 1,15 I -To ill i . /
ArrAcl-i TZ) . V MOKTOK FgAMC _Mp bF 0 A F 'for ELF-V 0 Tt X—:::: I I g � 4811 3 F-Wov 00L Zz.43 ------------ -6 sJoKmAl_ rooL 4e; 17. 19.0 ol MA-';OJKY OK CDk 3 Vr_ (4 k( L exisT. omd vrrcH I, 0 0, IEdEWGY VIS611III
row, L 3WO r6l COOCKET5. IArrAC44 GALVAtJvX-_E7 WIVF- CLOrH OVEK 4 COT L F,--�_ L q 5MALL PIAMMIZ OMIFICE
to 056H OZO WIKE) PETAL (pc>,4, T 4D el x 6TILA
CD ;5q_AcL 9E /AJ kI.C. IWAD t /ol rA q3
0 rz 0 __1`01 ol oc ty r
VC7-A L (10)
(20 IIloo- 1 DEC 1 5 T T 1993 z 01 -Z iED 0) DEC 2,0 W D E m
03 #—EiLL0 _5
Ioeo-Klo TOW5�4(e. A Ws- I469 IIIA )�j I. ............... ..............

iOr
+:
r.
►OT
-•CF - Vw
Ze4 • S -
—_'_ham_•..--.. :. _ �x
%UZ
_.
a _
— _
f.
• I
vtftv
" __ wo " pl, v
l
vat. jr_ "� ( • GALv11►,�IZED i6AK t;RATb.:(o • i x !t 8EAK1�,{G DARS • 1'AStEnI V /TYPE J-GL.trS —.._ _ � yet
r r
�-•• /� •ATTACH TO ItA" >< 1 !4` r< �' GALVAn11Zt:A AnIGLE FKAMIE ' .....�.++'�
T 1 10KTOK FAME TD Iv0 OF OUTLET 5T t2 utttr
s
__._ _ .: � �� ham' � �. c-� � ��� i u t� "�`° _ •
i 1
w ... m-ris oawtAo_�_..____ .
_ .__._ xor ALE . ._ i
F
,... . _ .. W _ �� o
1
.._ .. 4 � FLOOD POOL _,_.._
I
"AA
CA (06
t 17�.T� � T i c� tL•,� _ � t -
1
N Ig.q �pyu
t.
t
!3 sue! EXKT QPE►I VITzJ1 s :.:�.•:�• .IOM' _
t �.. ��
_. _ . 1
,
... _.._. Er,IEKGY 01551rAT01; �1 •. E'(..1sY., 11.5 __._:-_ _�'-. .�. .:',;:— _—_.__,.:.,.__._ .. � ,:
` 'fT
1171
33
/71
E_l"� •Q t 3wo P51 cotkICET'E �G
C / 1`
r �','►► _
f ATTA04 GALVAt OUP W RE GLotN 0✓EK iIT7777 _ 1
i
r
C„_.J 1°�. sur ra. .r;,. zr - r-me.ew.a_-,amm�.w.:ry ..s.-.s.-::: .'�.:• am...: -s•+�cc,�".
- .: ...•+.>� ::zxye�aa�a^,a.c�:cY _..,�_�_�.eX�zR-s,� �;goal+".e'!rs�'�x+„�!^-"t:•3�•. ,
_
�..._._�_�_.- a.,e.»wyra..ar.++. _. _ _ ___ -xpp$.•pyq,w.:

. . . .
-
I
� __­­__­__­­. I- - \
- __ " , _. -.--,,, __
. .- __ --I-- - . - -
�
.
- .
- I
-A---N-%.-....*"--4--i.00-ft.00F _*__ __ I � . . __ _____ �n�_ - = -W W_ - � - _­__ - .------ ­ __ . .
� .
� .
� -1- ­-7-ALL-1.1 5 ,65-, _ - 6 -,,Wr _ -.- -.-,- _11-m-.�Nti-1-c - i .
" 'if,w1w low�__
.
�
.
__ - "i ,Tpr
, f;o
, VZ� J, _�� �T, - 1w
- I ­ ­x - I I ,��, _w ... _.,� !�_ - 1­1 I a 11 .11 e -
I I- win
. � I 1-n I .
___ I + I �
Z___Wj_�7,_(_nr'5 h2f � A.r_M C&YSK a4f 1\A1K)1M1J" . ... I f .
�]
I . �
I .
. ? . . I
I 11 I .
t - 11 - . I
! . �
11 ­1­ ­1 11 1�� I � I
M - _.. I - 1.1-1 - 11. - I . � �
� . - - I --' WT I � . I ! .1 - - . .
I ___ - ") 9� I � ,,,;, � � I � �
_____ I . � . I I � I
A. _
-S -- ­_- ---- -'-T(;),Ta JqUft1ftl�>F,--_L0t4., 100 , ,
I - - A ,K- "
it _07
­1 I ­-l'.=4_t1illi�� I 1/\ I Tz g li.
- .11 � "�_ 10-1W o . � I I ­ � ­ - - - 11 ­_ - ,/­ \ -C % I . .. I � ­ � . � I
. I - T ' G1�6e N - -
'i . - f _�
- - f
I I -_
. .. � 1; I 1. , - , If %� .
-----5,- ,cooktry Ix-tu6_9 / 'I" J� .......... / a � '?
­1 � - `
, I -111,
1
2� - �
. ,; I
.4,_._W. . vi 4 'S's %
- 1110A '11� 11��t%f ." ___ if ; �
% -1, ,4 -UQ.I'rY WOC9 ­,6y5rjW - A IF—
__ ,oill (DMtA � I I \
I I I . i "
t I
__ I I
I 1,
� I
,ol t
—T!—,--"�".Mt�l-M)M,-13uttDtt�6 LW( v%, KV FPW �FW 5TRE6T t-IN6, , I I I
t I
� I — A i I
I . . __�___________. I I 11
I
\\ ­_­­­_.1_.`_A I 11 1gont'i gi - � , � ­1 I - I al I ill — ­___�Ofjor� jj - ^ -_ ­ � ­. �
. - � . I , . �b.�� 1, I A � - . ­ .I. � . . - �� _.__­_4_­__ I � - , -, I I . � . ­ .. � .1 . . . YA 49;k A . Al - * - � -
I 11 .. . . , _ I iltwro< �_Kl � . - I - ... I . - k I W . - .�WA � Ilk- I 11 - . - - . _ - -1. - I - . ­ ­ - -_ . I �
I
I . P! ii 5 � ,w
.
. I i _________.__ I _f tlllllll� .0 ­­ , - _ _."i - _G
- ­ 1. ­ � ______.._.____,________ ...... __.________.___.__,____. _____ 5 ­ - � a . - I—— ­ ­­_­
. .
. , _­_. I I . I - . ,c%=:,LA;?.­r --- -- ­-­ -­ - -- �., -- ­­ -
-
_q_---_-, � - �51055`('__R(�145.'_ CF ,*Wiw '!!�0_070 tf,G___Or96M!56 f*i517- 'U�­NZ - a'&,e.- A.�M_ - '
� � I I
,
- � ______.______..__________._ __ --------CA.. . ri , VA - �
, - _... P, Ir 'i �w
.�v - PRO" TO a MTAW K-9 5C5 GKO FIC014*46; ­1­11. �--l'--,.,-.,..,--�--.,�---.,-��.. 1. ­­1______'___._ M. _r I t - I � ­ . - . I
� . ____.___..__ '._,_____ ____ __.____ ��
I
I ___.___ _ IBIC:W.�,- - c:.a-r. .- ,,-r_,m_,Ol 4.. 1 1 �
I T
___r(___._ ��-Vmw� J�� ,��W w — " - _ 1. - - ­ - I
f F_>EE�rZ c_-LA.-D- i
- - to . T_ ic�o
Ori M6(06�aJ4 -5(4 (ft*O - _­11­111 ........ 1_____.______ .. .. ... _ , _'. . � � 1i ta "`i�
. -.-�-�.--.�---..�'',�---,�,,�,-- -­ _­___.__ ______­',__k.__ __ ___._._4 .......... -
,
b -,
�
­_ - ) . _ -,,-�-,.,�-�-,-,-..-.--.--�-.-.-�-,.-�---.--- ____,___
I . . � �
-1 (,luKTzL.,4 ecemior twwt,tllll� , ­-..­­__--___- 1- -1. ­­­­ ".. 1. � ­­ _:, - �t .. 11- 1.
:?. _1. Ito G5_*4 STRW aj ��" MW LIS Cato -..-.-",-.-,.,-,-.''�'"',-,,-�,�,-�--..�-.�''-". 1. ! , It,
I �- f � It
-
I _ QXQ TW-f 00i wuov5eC4�t,W5�)l(L - �909644 P,5601MCWT41TOq j, � il
. � 11 I I
.
. 0 'I', . 1. � -1 I ­ � 'i �'o . � . I I
,
1. I . \1 I - op ITC45�$ , "Wit,4_ �n �, (14 � w � C_Mcm"�5__' , . .., 11 I ­_ I I I � 1. � ­.. �. .. � 1. . * De-7-T WTI , *I I .
*1 -.13'. aj 10 . I �, I I.- I -1.1- e ­<n1ii-4 .'.PC:!- — ,�
� � I � A ��
. I � 1�' Toe. fuIFl:v. 1251<:> 41 i
. � . . . I 1-1 . ­ . . - I I - ­ I I I I 11 - .. I . . � . . -, " - - * , ___ - I - , � .
I . � �� - , ,
,�; , 1? �
. Mt r-i f -i t-z-4-,ltf g.<=> I *1
- f t . 14, . ­­-­f ;, ._1 I . � I I
10 l�tl I ,:? -, o z " . . ! .
ill "' - � ot;�-_ i. I , - __� � t � -,-. , Ir I e I I
. 1`0 � I
c i . , �.-.,,�. f_­
.. - f e I ( I.
.1 ol i " . . T
T . I 7 ----------- I ....... ..... . . I __. T if - �
� I .. I .1 I
Jl � I ,I I � I
1, I
I ; /'
.. ­ I
. -
.. ­ I �� - . ---------
.. I � .. _--�.I_l ( - - - - - - `iiiiiiiiiiiiiiiiiiiii` I
.. - . O.-iiiiii-iiiiiiiiiiii- .------ I
f / , 'i 0--i-iiiiiii V------- i
,�If � r,,,IIF . ,_ ,_--i-­_­� -iiiii-iiiiiiiiiiiiiiiiiii' - ­ 11
- - 71____.A__1f­___,._ . I ______ __ A— I ------- iiiiiiiiiiiiiiiiiii, ....---i ------ iiiiiiiiiiiii-
Al-f-Ir ....... ­___ iiiiiir �
I 'r I r . � , 16��__­ Ji., , ,'e,'�' ?, r I i � - .A_ ---,,I__, . I ------- - .---- - ------ `iiiiiiiiiiiilliii` ------- iiiiiiiiiiiiiiiiiiiii' - - - _-&--�­-, __11, I—- ­­­ __._ 1lillilliii�_ . ........ , - - .I.-aiiiiiiiiii.
-, —1i ------ `iiiiiiiiiiiiiiiiiil`
. . . . . . _ ml I
I . -A - - ` X ", - i ---, ____ -­­­__­­_'
- 1. _,, q - - ------,
___ , �_ A_ _%a.A_;,l __ ---
, ­1 - '. "
I'll . . . . . . . . � ---- ­ .111-1 I _j,_'Jillilill I I --i
.FW � _. ; L. I ,,J� . 1. . ____ r,l�, .
, . -
11
...'allllll� j, �- � . - _ Ni I . I � - . 11 __ ��
.!�
if gomwomm- .- iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� - ­ --------- �_____., _, ,p ­ __ . I
I- __ I 1A ------ iiiiiiiiiiiiiiiiiiiiii' ow-w-ii"."i --- --[' ­_ _T,
I ; --iiiiii I I
___ . - _,�
I
\
. , N
.
I .
\ � I . _--pli �rpoS LO, -
Z-1 - . 11
I \
- '. t,
., L, " I _`
"a L"
I ill 4 � ^4fli --I Ir
% iii M103 11
I t
I
I . - I I
I -
-
-
-
. - - 1. . I 1. � I - I
I
.
-
. , 11
� . . cacc W. � z I . ­ I
I
,� e'l.4 ;
I - t, 11-or . � I
. . . I . - � � . I ­ I �
� �I 1. ; .. I I I v I I I
- 1­1­11 . - -- - ------- ­ �­ � ) , . � I I I - _
� /. I V-qr.o
I <WMAL pn,nL 19"�:>­­- � I -
.
. . I . �
I 1'� ii, , I 1� 71 1 ---,.--O-,-QA, It Q_4�.&'C_ _'' I I I
i ! ii F-1-7- "llill'
. � &!PT-M� " t t # 15 \ / 14e" .. " oa ,�,
. � I .11 ­11-1.1-1-1- . . A(zw<N_o L. 1::�><!!tf3`r_A-1 1 1-4 I/Y . I
I . _­­ ­­­­ � 14-i L / / r7VT­ .
- - <=- - p 14--iii-11
� _­ I— - .,�: : A,V1 R - - 4 I I I I I I , - ..., �trrm I 7r),/ I
I
. if
I
I
I
.
�
-
__
I
I
I
�
,
I
�
.
I
I
.
�
�
I
-
" -- ; . _:,� - I , W � 11
-'r.-_ I I
I . 009w- 1­1 0-i I I � OP �,, I , --tiiiiiiiiiiiiii� -i oi ; . !
� I . I - ; ; �
I , . �3 � I
- ­ _.-A'i-iii .���._c . � � .,^ \ >_k4e- I , . 1, I . ­1 I I , I 11 � . . I -) I I , (c� I , I
/ (11) � (14 �,%. . . _­ I '. �� W , I � �
,
, — 10 � v I P, 1-ii-­ , I I I I I , . I #0 I I . � -, 4v I I (12 I'll . , 4
- -Loolt.1- , . �� J� 1� . 14 `_ . .,-i I I I I '­ I -�, Ze 1. . I I --i 1 7-i :
-L,U , _ .- ,_ L.,.., �� 8: I . _,__� . I 'i I - _L1 I � i
L __ I � \ I -1, -.0 I
...... �., . 1411"i . �11 _Ilr I 1! t/ '1_11­ � '� ,,, `,, O? '. I B:r ,. . :
1� � I 11 . �, / 0 , � 1� fl­�� . i1i`_­`__*N ---.;- ,��� 1;;� . . . I """i- 1-11ft-i , 9-. I---- ---- -i I � iiiiiiiiiiiiiiiii. . : � I I
- I ­
� I I I , - _�.'11­ '. - � 7 'I A ""i-l", . I I �, lz.�� . . --i ­_�_ -- . -7 - I I v ,
I . - . _� ... * I . I 111, � I
. "I - - � � 111i, i, r Jill . --- . ­ &�) I _r -
� 11 ­11.. " ) .. �,',� I 1�,,,', ------ 101
� / % � W �1 _�,,
�, I 11 I/ 11 .1 Is I \ � . ­­ - � �` - 1
______.­. __ � v - . - L1.) Ni 1 1 4w , . ­1 . ­ ­­ I __ ` '01 j � I , � - ( . I _­ , .� �_
/ �R / ", I . I
,; "---.. ki e . %11 � k, -iiiiiiiiiiiiiiii'
WT. TO -iii5cp-6 IG - / / � %%-*4 ,,-1 - . - lq�_ , / / 10 � 1� * �, 16 1 (a I . ----- i
* � - 111i I ( 3
. 0 1 (
,
.­ I - . - ;, I �
I : � ­1 I", tor I � � --i ,& 1, ,, k
I "Ni __._ I _� � � I - .1 I " I t,
I . � I I �_
� till I i iii I I . � I I 1,
I . .. 111 I 1 14�)) 1 1 . ... V 1, � '...., I , I �
I I � 1114 , i .... i 1�11 � - 1. 40, , �A** I , I . ,
I
_'.1 1, ,;�) �' I 11iiiiiiiiiiiiiiiiiiii_ � I / I "_11­,,4, I . _/ I . ,& I I 1h . I k 'i i� i V'i ­%*-i !
\ " I t 2�,A, tit *%.-,.#* �
. %%4%4* i _/ � ! #--- 1� 4Jr , -1 I - I I I
. / / al , -i ` - .-,-. � -­,­ � . .i iiiiiii- iiiiiiiiiiiiii. .0-00, Z) - 4F . ,� - I I � I � I I � I
_.'
v / ,_____._­ N. � I ` e I � 114 1 Z, ei ��,niii It It I I I --iiiii I -, (13 (15,) q) I
� ro
, I ,__`__­, , " " 3 / i� ",­.", . ,iii --i
11 I . 1_�� �1' I e. - " qD " , � 'D ,# I '. �,
)OO "%-iiii. 0
"" I � -,/ I , � 'll - - A ,
I � ,
..i ( I / ,,-, ill � I I �,_,,, � (�9 1 1 �� iiiiii'iiiiiiiiiiiiiiiiiiii. -_ --i I I
(10) / '/` . I AO . , i "i I I a � , -*-.* -14-ft 1 *1
--i ­ 10 f ) k � .q *ftl
, **'llillillill I 'i I I I k- i z f --- . si� x ii� _ , , __ _, . 11 � t ,
I I ,, ; iiiiiiiiiiiiiiiiiiiiiiiiiisillim- -1 11 ­1 ­­ - - I I -_ ,-I- � � 11
I _1j , - 11 � � I .iiiiiiiiiiiiiiiiii­ �
Z 0* i 'i 1
, \ / ",�iiiiiiiiiiiiiii, -..,,,, I / ­ �* I/ I / 45 " I ; 4_0 . .�� I I ) I . �4 illillilililll�
. . 0 �
I . tA If � - . . I �
. %*\ \ . X ,.o/ I - I � I'll I I � i ­­1 (\ � 0 I . I it .. � I � � I I I � 0 .4 Zr I I ( 1-i, � 1, � � ,
I N� 1. \9 .10, : I : .
. : �
I I I . . I I" I , � k � � V4 , - .� � � .
I . , '. .. 11 ( I �
__ . I � . ­ I \ . 1% � - If , I , � 11 ., 157 �. I ill , 000, I . ! . .,� , ,­­ � I , , I I ,.-", I I 1'� % I I , . � I , ( 6) , --iiiiiiiiii� I !,
, , I � r 1­ �! ­ I , � "I I I I I � , � " .) 64 I .
".Niiiiiiiiii�1'."'-s-, 110�/ .1i , 1111
- cle- -,"i : 1--_ , I I 11 � - . I ... I I .� I I
: I � I �
., - ___ __ 11 I .. � t _ '4�� 1 111,4-i 1 1 %--./ . .
"
I z -s'lli ""ll � I - I I . I 'A I-.-,--,-,,- 1'.,11�', I I 1� � 1, ,_� � 18�`i 1 i � . , I , NNI I - .
olty ,
,\ to 0 1 (.,)
� z *0 1i - i I � ,, 64' 1: "I - � /i I I
�
I I
I I V, I . . : �% 163 ) �. . -1,", 1-iiii:.. I '', 1,000>\ I %--i I
. \ I 1*7_t�_ I I I , . -0 .... j �f i - I - I . �. - \, �'11 i g". - , - - - ­ . .
I - "i , 10i 't'IN " ­.." � ", Ni
. �� I -, . - I I / ,%,-\A \
� i . .
� �1/ \ (lo i, N"N"i'l ' I ,. . I ­. , - � I I 1 tillool -"A_01 %%l f
-...Z " I � 1i I
. \ I '. . " , ,
. -.000l � 0#06 i ; I i � I . I I . I I I I 1 1
1 ",� Ni I 11 - I - 1 � � * Q-1 - I
, 1; *1 � I �
,4f7V4ZOVEV 6gAl7i � .0i le� ''I 1; , , I I . I : , UL � . 4 .00iiiiiiiiiiii' �, -iiiiiiiiiiiiiiiii,
,Ile iiiii I I 11 I -11 - I I � 11 � I I
I � ------,- \,.I I I W_-, : I I � iiiiiiiiiiiiiiiiiiiiiiiiiii,,�
,
- - . 11 . � *1 ' �� I I \ o , N.-Iiii,
, iiiiii'i - .... ­_11 I Q � *� ­__-__­ � .11 � . Za ; i I ---. ,- I I V% I
"i 10, .0#1 ,a w I � I I , , i -i ,
I � I (I. � I
(t I .11 11, 1
,:5v&w � Wcov - ) /Ool \ 'o 1 . - , �11 � . I I ej��, I - � . .O.011illitilill' - , �
I % .0 , I I
� I � � , I �, �, -A 1" , ,�� 1. � I I I
.
I � I I
� � __ 1� ''� I I ;:�
; . . ,­­', i I I -4.1 I 11iiiiiiiiiiiiii,
� I - ; .
� I * --"N I . - , t, , , , I'll 15a, . I I I ­ � . ; I , I I u
� I ////= /// 0*#* x , - . I iiiiiii �. � -- .- . , 'IV � I r��. I ,/. L � A : I
I , � -�= jif = I \ C/ \ zz- ( ­­-1.­ I � . : I ",­ U, ( (16)
, - - . ox (11 1 1�7 �� . I 1 kv (0)
�All I I � � __ -1, ____­11­ ­­_ � I I � I � ­­­ v . . . � *11-iiiiiiiiiiiiiiiiiiii� \ ,iiiii , .1
, 0 1 dr i, I 10 - 1
.14t T I . I .,� , \ .- . V .- -_ 1. I - -1".. ­ 11 ­ I - %.­', 11 ,
- It/= it/ N, I . - / ­11- __.._,______,_..1_ 4 � " ; ! I- -.-As" .. . � , - - v
Nu X, -, ( 1 IV, �- .
_11(E� - : .. __�-.',-.-­a r . � " �/ 1 ?P4 -,;A a . $ ill I .
/'a N\ , I I . _!_�___ � � . 10i A . Will, i
r "\ "I \ \ I 0(.0 I -
__ ) I - 1.1-. __ - - - 11-­.1. ._­ I I I I-— ­ .N I . .. .1 I I .1. � ­,­ __.. - I � ­-.1-j- — , ­--iiiii-iiii-iiii-iiii--o-!7V ____ I __ . -1. I
�� - . . r I �) : . . -1, V?� .j It Pl- � �, I , � 11 I&
I ­ �
I _�iii,N . 1� I -til 1 . I I ­ �_. ; 1 214 1:
- "O /I . -, , C �
f4fcK -- — . \ .- - - I � I 1*91 � I I � I -_ -_ —_ .1
-i'o __�% I i � "I, I.., _- -*i I . k , I _110-iiiiiiiiiiiiiiiiiiiiiiiiiiiiiW� , f I . w ,_9 ,11.s
__ , - � � 17 _/_�f — �0, 01 c- " , It- W_ i
.
, �T!_(/ Z\ \ jj, (, �­ @ I � - I f I to. 'i ] (�!,) _ — — __ -i �_ __j I I .
- 67.4 2 __ . L 'l It -% \ r I `;A� . . - %..--" I
1. I _71;� __ . __ - 4 1 I 04000' /i I la � .00.1,iiiiiiiiiiiiiiiiiiii' 100 ; 1 8' i (41) ., -.1, I / "Ll - I ­ � kly. I I /ul 44,W V --I Zzyz"tiZZU _q -
,
,� , I � __�/ Ie I ` I ,,, ­", I I I � "I
1 05:5- I iill,iil, . I . I ` MA� I r ­_ __ I
I
'169
I . -1 . 1,
11 . . I .­­, � . . :'i � I
14 , 4 'elle, 771l Lf - � I e I I lit f - % , I �
I I I ..-- � I k I �
I I I I I \i . ii 1, 1 1 1, 1 i - %-.0o, I I
,
I . I � - . ri � , . .. I _; - . I _`_ -
*
� I . I . / . � - - . , . I - ,�. I 1­1 *' I I . I , . �­ .. �': I I ;
I
I ,--.**' I , , . ­ . I 1. , IL I . . � � , '141-0 -,.-.,. _.. \ .
, ., � * ��t_ , 00000('00000.0.000" t N I'll, A� I . ..... � ql� , � _� fz_ I - - -)
I , . I i 'i 1.11 ­ ­.. ,� % CO -­ , ., ", I I I I I . - \P; ; \
m: --, - I / ) Gk655 5cat� ,
z - I �� - _ I ,,, I (5 I I
_L \ 0 \ , . I I
, , .000.0,0"Ol / , ." 11. �
I ;i4- .�tl� ill 4 ar 100001- 1�<N .. . ..... O',"'.." .001,iiiiiiiiiiiiiiiiillilill' .- -e I \ I ii , . :1111" � I � I I - F
- __ li._'��_' , liliDin . , � / (t5*� � I ! 1. *-. I
callue, -y--- I x " - (q(q �k\ owl'--o-,"e-000- ,,,--- '! . . I I I - - I I. . \
I
-
T --,/ 1)) - \ ,,-- ,,.,- , -z-,i e -, 1'10,� ,J� 1. I I -t 11­1 I iiii,oilif ,
. - / ,
r� ,­ .1 11
- - . I "I If
- . -111%, . ' __,.__..._-- I -
z I ir \.b / . - ___ _.- I �iiiiiiiiiiiiii, "
I 11­� -1.l - - , I
"I , �, I A., t87* j _ (B
Typi 4-i 1 1 1 ., I I § I v
CAL G�Tcp MeAtJ %-alOIJ I I ! / I 11� ' 11 , tl�� 'T I I . I - - . 1: � . I - 11- ... I-" .� I—- �­- . A, \ I I iii I __ � --- --i I
\ ��,_ ---1 ,.,-:,--, I - I . I . I I � I I . .1 . lb ,
,
. - � I I OIA ; / 1 1148 it I lr, � � 1, v � . - - �� 189 1! .�,.,),i -LI'll - 1".. - _­ ­__ak k& ( t�) 10 ". '\ I , I I
1. .11, . 11­1
�
� 1� l� vl/ � - . . . "qn � � � _"� ­­�11 I , .11 �, I - - I . i �� , � 1 41
11 I / I - ?. I , -2 1--.1"
I . ) �iiiiiiiiiiiiiiiiiiiiiiiiiiii' I . 11 I I. - I . ;�'. � I � '\ I ,Q� I ;
I i I 0.11 128.1 �1� iii I
. - , . I �
, . _., -1 I-, I � 10 �
,,1-1-111, - A - . �
I I .� 11 ­­­­ .. ­ . �. . I IL I J D-7-1 - SY
I I �� � . I .*e r - . : ;� LUU1 " . . � I � I 'i � �� __��._ - 11 --'-) � _j
;-,*N � Z111 : - iiiii � � .0.1 . � - 1i "i I � __ If's iti ,
I
� _­
1­
. I ....0i t I 'e.*'�­-, . . ­. �­, . 11 . �
I
____i (q� . r . . I I - ill __ - . I 11, I --- iii— ,.-- r 1� \,,--- I
� I I - � [ (4 1
! y . ---oi O I I I , " � (I N�� (3 S) �� - _.i I
1--i � i : I .�,�� I � � I __ 1 ,,6)1. 1 1 I
- ---_, 14 (V 0-o'llili' � - . - _1_____.­ 1­ �� I �", I . - I . � - � I,/ - ''I i
I 11 I __­ I . I li 19 i �� � kr�'�) , t � I'll, ;
. I . ­­11 . I , . I �-, 11 �
- _._ ­­ . I . � �
­­ - , . , -iiiiiii- — , .
I � I
I
"I
11
_ - . . . I ", 1, ii� 1, . -2
. -000-9-1 I 0 1 � .... ____.,_ ___, C, I . I . . "i ISL> I —
-iiiiii'iiiiiiiiiiiiiiiiiiiiiii, I 11 , (
. I !0' 'i a ftN. *
I o 1� i I .� 154,'' - ill - �p -
.
.-i lo, I 400, _­ __._ M � :D I " I
� J� @ - � I . C�0'3) �Q �
-0--i -4000001, '11 - - � I ( .iiiiii- � ­­­ I 00 I 1! I I --,-----,, I � \\ I �­_,- / �, ­­ --i //�) , � t
--i I I 0.01 I , I .. I \ *1
( P, . ;�� , -,-i'-. - 1 14" \ 11""lilill", � �,.i' I � - I I I -, I 1 �
I \ . it 000, � . � 0 � ��, / �� �,
1 14 1 �
�' I I I I * I
- w . k I'll. I I ar-1 _-,� 4 , , tz". 1 '�) , �
--,/, I � ,/ # I "t � \ I 1 q
I. I n C, Z ­ I I �_r_-L 01 I I I d) 11, I I I ( -,, q) I
\ (id� t �,i - I I ��, - " q-1 , (� ,�, � I _:�f I I __ -I,- 6"iiiiiiiiiii�, ,\, \ I \ 11 ,,, I ­ 1�
I , , I .. I , , 11 ,.,,, I - I 1. I I I /`_"� 1 '71 - I q-6 , 1 W-74- -------- - --- A # , _,_ ill , I ,�*'- , , I 4. k I I If
I-. ,�_ . I I I ­11 1�1 .1 , , A I (,-,,O"\\ "
I V , . I I I (I le , , , � ,
I I
, � ­,� I * ,� 1.111,1­11- " .., .il I '. - .1 ,-- , I
. , �11_ � I .1 —­­.-,­­ 4 e -� �,_,/ - .*�
...... ,­.- 1_. --liitti __ I '1­ . 1%i �� , . , -1 , -4
Lia� , �, .-i 1, , " 1. to/ "i �0' 'o-iii-
\ I , - --iiiii-iiiiiiiiiii- 1. I iiiii,_ Ir � *"' ,11/
e Ni _\ I 'i \ �, I I 11�.­- _,� . I i . ,
4 1 /\ , iiiiiiii _,___.__,­­_,­­_4 i I (I - I , A! �041 I �, I I w , t I 1 17'
(O k r \
I -1. . 1 I I :� .114": 1 �,,, i iii�f ­­,'7 - — I---- �-� —I- .l _>
1, I- '143, 1 ; � �7 I\ , �, ( i Iiiii � __ .,— � -
\ . I I . . � .. �,41�, 11 . , �, ii _.. 'i 1��, ,� -, %
- � � . . v I I I . � _.v 01- .1 � . Q it I I
I 0iiii. w - '_41 "it, I ,�, - -&I . iiiiiii­ 1� I � V ( , �
I I 11 V-11: I . -� I
.-i � ) 7 1 . Xj it t , .
N 11 ." .. - ,­ , , '\ Q :1 , i I . I . � ,\ I , I
, _ (� 11 ,_ - , - I I . 1 4
-
­ _ I i , I 'I �0- . ii, Six I
illi -1.i I�Aj I :/�­ , '' Up,
_ I �� �1 4�j 1 . ` 11 . 0 ,�. � ii T I i,, I
. . - - �
I . - - I ­1­11­11 , ,I\ __­­_1_­_
.- N.'i __ I I
I . I - - , . - , I . -� I err I
-, I __ i , " , - . I . - 10 I - 10 . I li, , I �) I
-
I 1<%, ,�� - ,le I I _ I - I � �r�p I I - I I 1. I . . 'tl:�k , t I ill - I I i .1
- I . ___ ­­_1__­1­_ / i � I I I . I . I �� �, ,, a I I ,�- 1 2 I
��� , it" , , I I -It: I � ­ . 00, ( ill * * I I (
I V ­­­_�_ I I I .-i V,-', "i .
YK , 1� � I .. " I __ __ "--------.. -.i � I ­�', I 16 .. .. I I I � � . 'i 1-i I
. I \ -Wo4kT � " �. - — I __1i -.i __3 � i J�� %, I Isi I
11 I .1 _` ., . '. tt� t
I I , I I I
I v 1i .010, t __�, I'-- . L'.1 . I I LZ�7 i ,
­ _'
11 _�\ I I \l ; fll�j ", � _ � I ­ . ,,��-,,,-. IP � - � .-i .1
11 1 / . � -, �;� / \ i 0. - I --i � qiii�uj .
)
_., ,_ ,. la .. " 1--iiiiiiiiiiiiiiiiiiii� --i -, 11 it
I I -- �11_ I ". IN . - ; ./----I"- I 13- �'j . I r
, ­� I I 11 i i . , w ti�.�­ 1' - w - �
*;�-----, - , , A, , - ) 4�� -, -, . — — —
,iiiiii ,�, �ctl/ - .
\ �� �, � "' I I I i - ' CI( 4 U _L,
11 � cq:��, I f Ill y , , I ..
,I QqT) I --i I , 'i ­,, ;�
, (!��I) I �;� 11 - I ( ­T - V'4 , , �,
\A, � . I �_�z I . I I ./ 152', - t.,i' , T) ,.,,1-,,--, Il , W* -� Q , I LY [
.
� � I f \ I I 1 ��, I 11 I 11 I q,,I.'� ..l t,� \,�� , I , \l ��'4 ,,, "'i
� I � a I I
I � 015- I I \ M', __ -1 el I c� - 'j,
. I .
11
I * 1k � � I I if , (D &�11&q C i i 10- I I ­\ � �,� *-i -1 , . �� " �, � ill DQ �E (%)
� f I ­­�, I � L,
. ii, � �,G ,, ,
� 1i . 11 I , I 0 �, I. i - k 1-1/
, # \-, I . I , NJ - --,,�O I P\ p 9 , , i �, --i ( �)
� ILIP - � ,64.� $ � riV)_ �,,:�- ` - " '11 �,
I ___ __ a, � � I j I—— ... � .1 vl',Y� I
. A, ; I I
\ I / � . - ---- ------Tr ==A- -1 - I I - 0 1111111111�i 1;;1111 ;iii,', 11 . __� I 1�?, �� ,.i I �
, 416 f- I . ---i 4�­i: I 11 �_ �_ '­_ ( tl� 'iiii`� I
1,, , /,/ , _**NI-iiiiiiiiiiiiii_ I I I . F4 1 '6�1�iiiiiiiii�-1--__= *1_i I . i (� 1, 1.4'.
1 � — (�
", , _____ - --- ------VT-- - I "i, -.4 *1 .1 Oki ` , I
d=�,� I /11,00" — — — — ----L — � 1.� I . , I I----------- , , I '', __.� I-q. ==_t­+_ A, , vr� , � ­ I ­._,_­__-`--*_ I . � V� � _') "i --i --iiiiiiiiiii.
, � 4 I � � ---- — :
I ; _/ V, � . &9%:n-- ­ Ls.�..W' � I �
\ --An 1 (O'i 0 4
,
. , - (-) iiiiiiii .
I
I � � --- --iiiiiiiiiiiiiiiiiiiiiiiii� -
, . I z I , � " --malm- ft%7--. � I
� � "I 11-1 ­­ I ­'2e�� - -__,_�_ ­ 11 __­ I
,.,�'�� I 'Z5, - -------' I ­% - ___ _,. _J'J�j 'A iiiiii'i 11 ­1 . ­_ -w-V V - __1 I I . I .�11­ 1� . I -
,
/ I . - 11 VC1--i ___i W-1 �` iiiiiiiiiiiiiiiiiiiiiiiiiii� I "a I _F 'L I
" �- . --i I IWO,", ol �
I" \.i r­'� rU, y �� ii�
., - - - I' ­1 � ­_ 0
11 I- �� - - . b 1,5 --iiiiii- - - I .,��,��,_,,,,l _r I �
lllli;�_ , , , 0 �;4 �= it I � - I iiiiiiiiiiiiiiiiiiiiiiiiiii-iiiii- I 1?'�-, f:i,o f---- - - � [W�-I---­ . . ,--,-- � , -
!l ­7
,/ I , -1 . v- L,�._ �D ile, �\i 10�1 - -7
_1w . _7 � val _V� -iiiiiiiiiiiiii� _. �1� I - - I
7
,
\1i I ---"OR%* I I , -1 � I � . ­ - ­ i, -R�j I � t .
­ - I . - - . � z I 1 1"93-1-- --apw 'i p ----- L'au, Vf p 0 ,--*,- � ----...---,..-- _ t 4
---A 1� �
11 imm-_--l- I - __ ___­_ - -57-1-l"­ I -----------+- I � : I --iiiiiiiiii�f— im�iiiiiiii=� . 4 , A ­11 ­ii� �1� .-I .� _____ __ -, J
� .. till ____ — __ � I— .1 I � .. .-i I ­_­__­_­r__­­, "Or- ft=- ,��;-­_­ - - I
�_ \ - . _______T .... -A__-_____ AWA . 'i - 4�0 P,
--.-- ----*' __ - ; I � . �� I _111;--:.­-`1_,.­ 1. I --- ---,,-,, ,­­__-,_ __� I -i -
I I i I I . - ,_��, , - I �' ------ iii. �
5 A I i f I 10 1%l � r,�',k,�� � � -D --,b . I I .. .......... . ...... I -
% I __T — 7= I 4 I 1 I 1 - ( 1 iiii � I _ __ -1i 1)� -i --iiiiiiiiiiiiiiiiiiiiiiiii� — �
-AV 11 . I � . � "i I _____._,:__ *1-iiiiiiiiiiiiii� I I I �
I -
­a.�,�,,� _,,,,�
: q / - I I .of I , ,%� ,� 111 - I . . "'27 %i , _�­Iiii I'* I � `� I F I
. � I � i
I 12, i � 11 ­ it ( I le-_1 I _:,�� 11�1 I -ii-iiiiiii, --i '. - 1i t, � �,�,j
�., " 'll -i -, �1 I I
� . \ (M. �\ � I iiii . j I __ 'i 1\ ii I , j , I I I I
" ,
Pp � I (9 '�' "' I
zi I , ,",­�z , , 1�v ii ' ',_�' I .
1�j "S. s ,., 1--Z-11iiiiii, " I O_ 1( ) ,;%, �', �,r� ,,, - � :11? -� I . N111-11 "i - I'VI I .
ow 1 4c 11- ii . ! � I " ((%� -�)
�illilll.v / ,,�, I ,_(� - N ... � 'I , - �, % !11 I',"'", :_ ,�,,� r I (0;.g) I
-i I
/ (�t I (S& 1 1 (j4) ��,,, I t- I 1�11_ , 1 ��_) , () 111i /�, 1> / W
, I -
06 Z5 -) (Y2 I I "i I --------I ( P�/ - I , 0 iiiiii, 1 (22 , . ,� I 1-% �iiiiiiiiiiiiiiiii'.� rici) 1, 4
"I j 1i ot I -, �� 0 ..'". ,- , I ("-,) I
�9 1 1 :_/ I t.�/ iiii �) ,��,�?- " - - 11 � , 6�1) %,
-Amp "i - - � 11 ��,__� '2 -7 — � , I , �­ I , �,� 'j I ( � 1'�
Iii, I I . \ " � ,, 1, I r-) I . iii-iiiiiiiiiiiiiiiii" %--i ,�,, " , ", I 1�
I , "I � (") � I , " , " ,_�, ',­',�
. - - . / !1� __ I t - , I 1--.11 I I I _--i "" "
0 - .iiii,l I - - I , , , 1 4, � 1, �', , " ;�,
. . — DIL N,� I I . 10, . , ?0,,� - �' �,,`�, 11 , , " I v, , ,,�,, � 7
/ I �v - �_ I I 4� 10 I ) � i , I I , ",111'��`,", "I""""", '1'11"�""'� ", �'? I
", ,,
1 6 11. - V � �1 "i I I ,%I I 1; "I', " � ,�, 11,� � ,,� �\ � I 11
,_ � .11 r., . I ') t (-\J j I . " " 11 , - "
— — — — — fv.'46 1 - 48 C-cf:y�, ",\,. , 4 � I ", n I , � � �, 1�il'�­,�'�,,�� '' "� I
.11 I � � .,,- 1�11 , I I , , I �
Il- ltl� -f' � I I '11, �, � , ''I'll" � 11
I __ F_ - �b . �*, ( 00, I I I I ��" , ,,� � �,��`,,, , ''
, " � I � 11, 11 , �, � I , f , r ': '� 1
t / . I � . . . -_ I - — " 'A I 1\111664- 11 61), It- I I �__ — — — — - I'll , �
y/ ". Ir _�k ,--- - _U'u- �,_ � ­_ 4\ — --L —1 ­ .— . .— � I I , ,� :�,
— __ I I I ,
_t4 /. --! , I ,� , , �� I 1,
11 ._ I _:_____"-_,-, __I�;4 �N__.__ "I i--- __,� 11" -- 4- --- i- — — __ � I I
I - �__� ,,I -II I I "I
I 11
_­ 11 I " � , I �_�
- - 1� Tj,_"� ) 40 ^ f '��_; '­� '',:,�� �!",; �'' �� ��
t �10' , � 1�,�: '' ,�, ,� �,�'�,,� '' ,
__ - - " ,!, , � '' �': ­_� �, I
-
I CUL_..�(X.� . . .... - . .�_-Olto. ­_ .i- - ___ - ., =__ - - Ii. �` i � I
-4, , I zin , ,,, , It ,
, �111'1_ — ___ r_ _Z ___ — —1 ­ , � I '',
. 'I.I. 0 * fl-
*
pili'll , ,,, -i 0 . 0
,
, , .
q ,7 ,Iq,�, I?i"
/ - - -1 4 - 1-j - _____ -i i I k .1 " L, 4-1 ,� - M4 li� ­Iz�, 0 , i'l � ill' 4
- -------- ol .-I - - - I __ �Wllt?____ __ lip 0% -_�_� - e--,- - - - . _�y , �� . � ", , ii., - , , ,* , �._ , _. - I " I
. � Iiiii-i oi �� � i, "m - --,-- " _ 11 - - ­;:_ - . I I . - 11 - _­_iM �
r, ::::ot , , , i 1.�,., � i , . - _.';=t==._- _%,i ..;.�",:�_.__ -0- 114. ],_�., L
I I ,� lo Ill . � 0 4� I . � . t - .11 to . 0 , I i __ � I ­ , 9 �� 3
_ - ,iii,iiiiiil� 101 � 1� 11�� .,,r I - 1, L � 'e� , T
I - � ` ��, /, """""'", I
. .
- . -�A� - ol f ", 11 It's " IV' v ' it'�W_Iwll 111al"W­111 Ii _c� W6�2 - (� I 0 %1 'i - � '­�­ I I ­11­1111_t� . ... ... ­­111 'A
- � ,
I
I
.
4all pil, F, 45. � I
I �� " I m,''"'J",
NCL-C�_7Q::Y-,:��-5ct�Lg _j 105.1i IOU) -i'm 11-1� v - I "I I . t ��­ -,r`�`,,�';",�,,,;i �, ''i T�M5
. , L-e,)
I ­1 1. ___­_ ­ ­­ . � :''��,�'!'­__�mmi:-; 'unN",�,"'".111-1111 I
__&
.
- -, , ��_ ______ ....... .. . . ''. p � - , _001-1 � q �ilMfiiiil&L ft�o_! I q 10 I ti,"IV, (cl , 12 1 - I . f
Ol
I � � I : ­ —1 ` F 11 . . - 0 ."i .000i
; .1 1 4-8 q F% fa - till - ii 46f r= -!E,F>_. - - � ! I I I . - .. O'lle fel ....."w ...40i �iiiiiiiiiiiiiiiiiii,
� . 11 , V ; I t I
I
. � i - , I ..Wo.-
� I ­­. - , , - ".1-111 ­­�. ­­ _:. 11_4v-_J8-q i I I I NVI 190c> � r, I I : . v I T
I � 111­1 __ ­­ ­ 1-1­­ ­­­1 - 4, ­_ **iiiiiiiiiiiiiiiiii' iiiiiiiiiii'iiiiiiiiiiiiiiiiiii'
. . W/ f o'x 'i: ( 611, � �� I W/ loex;��.cnl)e On, i. :1, lilill,��!111111111111!! , , -wav"ift, -_ �iiiiiiiiiiiiii� ..i I
- ll 11 �,� � �, ,Sy 101 4t�li j �f� . pa - I 4 mowl,illll!illlil 'ill, A ............... � - ..,,,,,.,t,lllllt� �.�­- - I
- �� "E)­MF,�P_ f,4T,o F�f (--�Fc-'l 0 1 �3 t51 '�' -i k I .; I I -I,') -:7i . i I
TYK I h6w&a � � ­­ -.1. I (;;� . , 'v . - V­ .... *­ .......... *­ ll I I I
. __­
. 1. -1 1­11. I I
.. I I
I _�___­
I I . I L, .,iiiiiiiiiiiiiiiiiiiiii� J, - �1 ...-L '�, I ��l K le ,
I 11�-* iii-iiiiiii, .0t - 01 ;; �iiii­ �� ks')
-_
- � I 'a / 4& 1 F. f� 0 1 " �t I )�T __­� � I - t*o 0 .. -iiiiiii- )I r -�- 71c�iil - I - 440 (3q) )
' `5u-rLAET ��_,�;n_ Jc7b (;_;, cI- .__ to.. 7'c' 1
� N . 14�,)lll ( "I'llili/. I q - �. ­ -_ , . ­� . . --..--Ol* Ili 'o I --iiiiiii-ii--iiii- X, �,,fw&_ " ( I iiii`_ .i . ( I ,��-
. / rop iii::) I I . __ 11 I : , 1% I ,,,, 4w .- - 1 1-1-1
z . . \ iiiiiii ;?�<_,.�01 ,x �ZC) 14K . . _� � I I .00--�iiiiii, - ------ iiiiii'_ 4v k I I ( Z 1) '
%/ ASfWc�,.cow (�;l(7--e- V-_JC-_,TAtL,�1'1 1,!_%>1' fei ..�iiiiiiiiiiiiiiiiiiiii�� , " -*-----i . �p ­ 4, � , 43 ­11 i (414-./ 1 -
� � � it �r I I "i .41i A� 1 1
V i r__" t-4 O '116 y Q ( 1`3e::) ( (`1/)`l,T(:3 Fit I ii 11 !O,v .,--- � � - I " � lAr . N_
"..",-��..'�.-I�"...''..'�.'I ­ I 1. I ­T - I I F-i' - I . �Al �_01 qu-1- -
I — oii;:::��l , '6
1 . --tili-iiiiii . ":S7' 1
. I I R ) L . 0 jl.� _'i - ! I I ,-­ if , � e4k�& I (Z 10 - 1"" I
I -LV - N, ..."llill-iiiiii... _ -, I I I I (0 I ___ I I I
� . 1. .11 � . I 11 0 , # . 1*% 1__­1_­­__ 1­1 I � 4t- _ - iiiii 1 , h , O . . U�1� i I 10 1.�� c, � I � I I I I
. % I ......... ol itir-lo"illlllil�` ..-iiiiiiiiiiiiiiiiiiiiiiii�� I ­1 � I �` -1 A, I I I I
* "i I j I .1i I N 1- � .:.
I I ------- iiiiiii,_ '111 � r 11. � (5 ___ I,,-- I , ,L � -./
- � ..Oi
I i .____Wl -..-.--*" - lk-� Ill I �, I , �
. 9 . ------- "i -..--- �-iiiiiiiiiiiiiiiiiiiiiiii'- --itilitit"illi" ­".0iiiiiiiiiiiiiiiiiiiiiii­ - ovill!".= , ii, 1i . . V, I ` ` si *44, � el ` . � . . . I q11 . - I - " (B � � ,iiiiii. ...-iiiiiiiililililli` I . ;
, _.........._i , . �
, iiiiiii. I
__­W_P� --iiiiiiiiiii.- \ � . .- - , '1� lt� , I C�i),11 I I I
I
I 1A ____i iiiiiiiiiiii,- I .-...--- . J* I I I 1____1 I I... /' "�_-,--1 I " I , " -7 t;fv , I, . I . I I
� I I I I � � 11 I 1�11' I � � .0, I . ....."ill ..i .....A.- -.11iiiii
, 1, , � I - 5"i ,iiii i "�l ) iiii 11 iiii`�` , �, ,1& __
, 'o
--
I I . I ........... iiiiiiiiiiiiiiiiiiii, . ­ 48"f2k,e � . . "I �, , .\�
I _111�1.--iiiiiiiiiiiii' , I . o1w,"IN _10it \,_,-�, 46% I I I _.ii,, �
� I ...."llill - . � ,,, , , e� I �� - U, "L.
6 _--iiiiii . .-iiii-w-ii-wi.� , ,� , .
, �_� ': ,
I AL;,
r -...--I*,' A, , , 11
�'_b , " � 1. 0 - I,, � I 6
I . fl:` 4- I 1, I , . (I I , �
��, � , � \",� - ----- CO)
_ I I 1i I I � _--iiiiiii. , I � - __.__­­_._­ I ,;,O,-w f ,
I- 4; V. E. � ___ . ,?VOCC
t #-O � � 1. ­___ \,. I W? ....iiiiiiiiiiiiiiii� -i
I I � I I I IV I oe I I I : . I , _1 �I.-iiii-iiiiiiiiiiiiiiiii,
. � I - . � - "'i 1. \ I
s 1*3 (ii 11 -..e 41 .011, 11, . I . I ii� R4�� 1 �
.� N Pv I i I . I . .. - 'i - , I � . 11
-i :� �_7� 16 kNj , Iiii 'f�4C,Ie"Alt�,Z -- 11 *--)
I
- R � ') , __') __16 (i4i" _0 .1 � . I t
,
,U2 % li34 p ......... iiiiiiiiiiiiiiiiiiiiiiiii. ................ — "", , u . / ov 11' I (��'�""
A! --i _/____1 -------- W . I , I I / I , I' ___ ( *�. ,It , � "
/ (-72, (073, 1 � iiii C1311 wo � I � � , iJ � I D t I ,:� . kill )4 -, I (10 I
%-iiiiii"s-� / ..., I � I \1 \,
i I .1 : I _-iiiiiiii�
� �
I � : 0 joa,_ll '� . , I
. I . I , i 'i - 11�,_:: , li, k, I __-.1 - - I' I 11 ,.l 'N' F� I � , (11 ;
Ill : I , . - 'llill ,o I I I i I , , . ___ - . I I � iiiiiiiiiiiiii' I
. - .,O, v . 4 ,� ,
. iiiiiiiiiiiiiiii� "..."llill .00--iiiiii,i. � -1 \ . 11 � .1 � I . I 1. � I - , -1 _­ 11 . 4 """ I - t� I I-
. zs Z6. -, I , I I i L ol qolllllli� .00* 'k � , I,- - _. . � I Al� 40 * (T) "" , N \ (19), I I
I � � . --i , . .. � . 1---i I / i 1 ....,_ ..O."00iiiiii�
. .-- :: F, , ...Iiiiiiiiiiiiiiiiiiiiii—­
. � --m-11" -, 1 4 "'. Q, \ 0 z t I
--.`­----­­r7 - iiiii-i � . ­­­ ­ - I 11si, :r. * �— — -- I I
-1 I I
I I f -1 / �... / — — — - - . I , . I., I . I r-1, 104-iiiiiiiiiiiiiiiiiiiiiiii' - -------------- . 14' . MeAr """_.-Il - I I 11 2di 1 'i - �
. I . . . iii. , , 4 1 �, . I I I i N �
A. . � __+ - I V%_"� I (I ", "I 1. 1� V_
'. I l " , I � .1 -.--*, I I
� - 11, 11
I
—
w
_,__1
0-0,
_1­1-
lisis
, I.,
_.
-
�, 1_1�
" I
W A
In
=
�
�
�Am
I
__ ­ _____ _____ _-
1.
�
. - w I *Ldu L I ­t,l­',­ L _ I I � I
__ - -i &­ . ­ 0 - 11011- — 111-, ­4001 1 W/ i2o.."i< oc), x _ L . IL I I . . �
I : — ROC� 1) f03L `�'Z, 9 � - I , - " .... 1. . I i
. . . =. w c �4310 " ­r . � I .
­ . T,CSfg F :7 ,2#7.0 L � - - _L I I= =:4; ,4 <:5 fl;;�
.:k�\l
I 1-- , , f 01,25'a,l P \
. � I
-, . I I I . - L, ­111 I I I
11 . I I
1#3. CA4-1% .. I a Y.,2,1 inuitzi-ir �57WLPIJM -.,,- - .- '' , L . " I
;
I ­­.
(5,0 2 ille'''.* I I I AtiiiiiIiiiiii./i Ill "IO,�-,--,-.--'-.--"L.-,.----.,. ­ _� � I., I � I i
W! ­L - ­ - . .G/ ._ ___ ..L. .. � '' - I ­ _' - L .A,.- I ! �
� _Z? -: L . � _­­. JA I I
- I I I A ___ L , I �� 6 (;,_rp (�_ L : I �
I L
f � 1 _ . . � w ,, :ool x 1 el L ­ .� , - I
6�C L, . i lg <:!l, 1, � 1­1 ­1 I I I . 1. ­­1_ ­­­ .111. � e I L
-" - ill � gpoa�( - L' :5, �"5 G_i HiLL) � I ­ f /I 1I.;iiii — — I
A __ riiii� I ,�i. . � al E5k7<5y VjvDt�--tFAt1:Cq3 � - � ___ --- — - iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii5__ . -
I I if �_ ��c .- ­__?�cc, T i46�, 1 � .
�
.
-3 - -1/.-O - oft - � %% , I � i , 461(g!7,e4, - L L I ILL . ­ 11 `�__,_ L ";1_21 I I � I .
. * - . I
- __ - , ` 4, !:!V�. ­­ ­'_1 --- ____­_­_,­______.__ �
,� 'i . I
- I I I - I _ r:;�_-rf a tji-TI til filij po " C) -a_- ��
!i-l- - - & "'Y' 6txFs . � ;
. t ­Iii!�iil! 14 ; 1314 4 �,�,q I " I
. - , LL /// 1 jl� ­-­ L I
- I
- .1
. -
( ... 11 I -,- i t � I ill _ . I I I ,
r.iiiii. 7 1 ,. " I I FiFa. I ___ .
iot -LC,p V� �__,.__ ­ ,
k " (21� _ Z? ill 2d)(e6 x 1,��,, Tc.,!)F7 eL,r_-v,, 1;:_;�'l - <:�.
I .1 L 11 .1111. I ­_­.__1.­_ 6 '10 Foerr or cz iii FEET I z,
- I I _1­1.1. . I-— 1. , � I ­_1_1­­_.'___­_­L � le " F_= #�� y ot,5 5 t P4-ro_ ;� l-,_F4-1l'fi'lliCii)OL.� - ol5 ' � i
.... I C.) , t c, e, 111. L, - 11- ­­ � L 0 . ",!::)f;i,-L P<::)oL _j<3"<_'_*) L I I �,,',, It
­­K 1 5. e>.N(=uoT I t
I ­--t—, & (j,5e cn-45:
I if
I ,
'S 6- -Pcr,u (- * 4 I __ I I I- vii 12 yll�e,wj � (� ( P R16. p � ti�-rr6t"4 I it'_��­' ­ ­­__ __­ ---,-,-,----,*, ­_ * * "' � � I �
SA, 5r-we�z J k — — .1 -,---- ___ I I 11 I I
—
- - ". .1 . I , ___ I . __ — _�_ F---.,.- I __ - - _____­_ ------- ­ . ___1 "",_IL' I
I
,
M. 41 oili I I I \ I I _� �
t�:.,
,� It
r I t I / � I , I � . - I / / I I � , �11 � , , �
- __ — __ - — — /_ — -iiiiiiiiiiiiiiiii 1 I I . I �
____________'_­__'_-­_­ ­­- - ­-, ­ L, ; 'L ,\ 1, " .
L I
I ­ N.1i . I f I I !
­-.1-- ,.,,,;;A . ;01- I I � -i -- - - V_ ___ __ - - - I / \ I - — - � I :
1� N.M ,,,, (ii, , " 10 A-V 11. . ( I L-1— I I
"' ­_­__
I. ­aL,llii.4,,,,�, . , , I r / \ I ''
A? ,- oc 2A (�__ "'' v I I I I I I I .1 qcl:�4 ­11111 I I � I
­ I 1. L - 14::: 11 - � ,'H'� 4 W kl��., cc; jj (Z iiiii � I I I - I I I �
� I I I , :, I __i I I / I - f I I ;
__
_ __.. '­ L. . I -­ ­ ­1 if <::> r4 A�`lj:;> C> I . *`iiiii`� I , I---- 11 I 11. 711\ 1--i I � L If _:;,"i I .1 � I i
(:;a�) I 2> I " ,7 1 ii., I I(I - I
_11 L I- L I 11 .- � .1­1 ...__.1___.11 .... ..... 1­1 ------ __ _ _'. _ ­, - ­­'. 1. - ­1 ­ � - . It I . ( r) -. til ;�' i, . ,
. . I ­ � I ! " 1L."', k / (i�� --- / I I 1.
-T4C � . . ­­ I—, _L/ , (��/ 15 1 V i �-��-/, , I V _�!.111 � I I " I iiiii I 1 iiit, I k �_, � . ­1- �,:,�;')QsflfA , I ; 11
ill ra (V = - _' _­' --'- ­­ , ­._____L­.­­,_ .1. I if I / /\ , ' I f;;�, j.iiV i !!�e --i
I , e_
, _ I ��, : (-3�, -\ 1 (,74iiiiiii'llil� cj;3�
1 � I ( , , �� I ( ,- ", ,,, ", ( ( 1 ( "��
IAJ to _ * 11 I ��) I ( �:� q
f "'ill,,, I I I I � I "li , . I I ' � - ,�'' I ! I I �
____ f / 111111111l I I I I , *.- ,It ' "' ) (,-­­ - Q6_ 1 1
1 1 t . �, L, / I I",
- -
M6 -i P' f'a ('S LI'5'C C� ;5qAC'(- 66� I All AA C' 60 g VA e'� _/ C- T4 � . . V P-r � I \ 1-7 � l;
W I �J 6-. c , - I � I . : I / ( - ,
16)��, 1 . - — �. � / ",I : I i
. "(,!0,--A,?S' <:::O�J-Siiiiri�votJ s-7;aAjv&tzv.�A, Iiiiiii...., / / __ i! It . 11 I — - - 1�1iiiiiiiiiiiiiiiii0ill' )� :
I , tM,4.. **11 _�,_+_ — — — - . . I- .- -I. � ''I- — — , --i.- --+-, L —I— � __—L-t- / � �` . I t
_�, ,�
- _ _l:� till .1--i I � I -1--i.-.1i, I i
I ­ - I . `
- , I
­ � I
I I
I
, " . %% I �
I I - , / - ." . "i",%iiiiiiiiiiiiiiiiiiiiii" _"�iiilllil� "i'll"'itillilititi, I I I
I
I
. . I / "i 19 I - a'P TO, 6`141 � I
I ­ - � L�* "I'llii W60 - 7e rZoAo *1 I -, / \ `
- - 19 � "i �* r*
. -/—U) __ _-, - ____1 __ r "ll -.Iiiiiii .ill iii,o4 _____ . — — --iiii \, I /,�____ _-, , V�_ -----..--,— - . . I ot �
Nil 11� -F —..T- — — — ____ � ( ��/ 111-1 111_1___��____ I I'll
I , - p�o - I I �
.1 ­ I �. 1. �� V� le� _--iiiiiii `,1 , - _,_ __I� I
- e>' - 11 I I .1 07 �.� I 1"iiA . Z I . - I . le� L -1-i- -i 14\ 1 ./ � ili, I 1- I -
. I I I N I I I iiiii
\
I I ) vi ( I — _­ -I , I 1w \ - - �
"
L ­ ;;— - �, i t � \ Q I I I N V - � if, x 11 1, . I I !,
.L-"-",L I ­ . _. . � L �
1. I 11 f. 1­­ -, I ­­ 11, r i U I � �4 j :* .1 'i - - _.: �' I / I
-
* -- --�-L_ ,I , -;: I -,
­­, I 5 - ! i I . V ­ - .00,
I . , : JA­ — — — , ____ - �r� 1. �' _­ A . :, L, (.')� ) __ . -.1. � 4) 1
1 , 1. � : I - - .,., be -iiiiiii"'illill� I 'i'llilill� , -
- - -
1 �_f4 , lyi _.TY_K:._:�__ --��- I -I ) ,// \ �___ - _ ,,..___:') - - iiiiiiiiiiill� i I � _. . 1 (ol , I L> 1-, ( ).-I C �) 4 (,& ;�L N-N\ Ni
s �L .101, p . .- (47) ( (5 .,�j . .
. e��q - , _� �
- I I I
� , I L - , 1� -*** I
I _�, Z 1\ -, K-Q�_---p-4f­ .'71r, i . 4r__ - 2. 1 . -1 _S ­1 . . -iiii.., � C ja / ,-,\ \/i '..........".. ". �, �,:� ('i � L40 9Z w 6
, I *1--ma , . ; _ - — I - ---./ \ I __./ -----, 1i
iii 1 =40mw__=f_ - � � I I I - � - - � I �
, - A -
�
,
I ?��, rC5oT_ T_C;Z. 'i S_L FE'l L N 'I I I ) , ! . , . I
, - f.­.. - I I _ � I ; t � c.? ;
I - ­ _7______ -N I I . I . � :,/ fl� - I i \f, __ � 0, C K--J.,. 4 __ i '110iiiiiiiiiii'lill' . i
­­_ - __ __ .- .__­­­­' ­­, L­_.,____. I I/ ,4 � ,; __ -
OIP __�q­.e I _ I . L - — __ it
, ,
-1 '­__,_____1.1_..___1­ ___­. _--L".­ I-- 1­11.. .11 ./ . ,v M,� : 0 1 --i \1111, t
It"" I if , ­V. �6p'­�'% 1 4 . -f r- a 1, --,, / N "i MA � tii), I � - I [�j -, ; �
,
,
k i'l . & it I ____ - - - - - �,,`,:zp I .. , Ai _,:;f_cf7c "k, r , L NW / , iiiiiiii I I , I ' "' ' � ' I - 11 I I I I
I rv7c,� , I "'7 , , N� �Nv ., r I ( I I � - I I
_1­ \ 10 � I ` , I \ t I' / \l \
­­11-1 L \11 i 11 / - ­7�­_ I ­__ ;
_1q, I — — " — �,k / 4� /,, I I . ,I
I - ` � , 11
2 " .1i I
.
- p ,�- I ------- - - I I � I I I � _-) J,, __ _­___ 1 1
1i I I Al / - , j _� _�_ -4, � \, �
It _________,___ -i . — 1j ,&� j - Z/_/ \1 , I
0 - p \ V ___ ( 'Tlilllllll� / 0 ,
. — /_ , , /_ A- Z4 ,z-i v / ,
I , ,- - V6-7A- it L !� I q:w.d c- Q M'i - ____ — - � �— — — \1 ) (13%�) X - e7t_K,_--*- -619--
I _--i -i I \-.11 .40
1 "I I . I - - I .. J ___ -1-*--*, � � I V ( (20 1
jI�W.4­117 � __ . . ­ I _�iiiiiiiiiiiiiiiiiii, _...iiiiiiiiii, ...... _......-iiiiiii�
� I ------ t -, _____ - - -1 4t . , '�_­ --i I ( ___�p ol I :
j� 4 __
_- I
, �- . '� tj -T.i - - 18_ . 11 _'I "i � I
-­ ---I',- I - ,E - _­"llillUl'iPt:�,_e� .4,_ - o-id"i4o"MI-iiiiiiiiiiiw I ill,
- I _<� �ay - - ­ I I � izwe ,, ­ . . - ­ I � � I I . f . � - - I , - I & ( t-3-i . - I - 0 -Z-) , I
. - — — — — LL �
-1. L_L­ , I 1. !1) 4 ,_ _��
-
. __­­-_'-­__­­-__.­­ .I.- - - � I 11''i I -1 ------ - . - ,q I A A#-. � I'll ::1 - 1, - ��, , V. , - V F i
-
'A j (�'L P t, '0� I " Q/ ? L (:)C 4,t I - I � � � ) , , ,_'i / , I s6a - / /_/..j
. ^ a ti � I - i_ , Ar� A" f`�-41'fiilp \
'c5Ad iii;Grz � I I I I
� __ , ,
_,:�_ _ - , -
, /** , A -�i - � ( -4 I I M_ tw_ -
� i)j W k
-1-1-1­111, '' __­­ I.. <_111_1 ,.O� I %Q
, 2 2�; -,-- - L­ (I "M[�
-­­---- _ , , I I I . Z, -I-,---- ,/ 17 \ I %. ( *7 1�;� !,6)t 1 (W - I �
-:, � '��: ­ _' ­ ­-L � ­ 1. - ­ - I � - I - � . I I -0.1 il 4
L
­ . 1. 1. ,.''I ;-'L , I , _IF I x "i _--i . ' ---', � z, I _iQ i �/ ( .- _ __i ---I ( .�� I ( [�� ,-:/ z� ,-i i -1 I I I �
�_A - - 'L. *_ L . �'i L "i'lliiiiiiiiiiiiiiiiiii. to cl ( �z , tl/ - (A i�
_�j ­ �____­."__rnw "'i allre I .1i. "i 111, /"**`lllllll�., I
__­:_::_..___­_­_.�., -,-..--, __ __ ­ L t ­ L k . I '**`iiiiiiiiiiiiiiiiiiiiiii, I I .P lel ilill,liiii I'llillilli-I -) , L_ - 1z I ( 1-1 )
, I . - ,17 L I - . ­
­. .1 ­' . I I _w­.,_. 11 - ­ I I \ - %ii-,iiiiiiiiiiiiiii` i � � �� �
.7". --_--­­­'_'_--_­' ­­ L ­�___ ".. �. - ­ . - , . I , � . i
. ­ I 1. . \ � (21) A I
1-11 I I ,0/ / \ , — — � %-..w "
. � I . - / *`ii -1 . I 1: 1 4 1 , T � 1 L I 1�
.�,_L - ' .11, 11 _. - . - - �� . I . � I.. 1. _�,_ I i . / i I J
I � I __� 7- - � . 1. ­­­ � 1. - � - I - — ___ �t - . __ ,
- ­_ .
­._­ ' __­ ­ -:--'L I � - . , I - I I - ­ ­ .-f — _" 1�
­_ _. . — --- __ 4,ZZ / /-/
11 I ." I I // L L A _1_01 ­,,iiilllll� I I 1 1 # I ` L __ __ __ - - __
. .1 ''�� ­ I -"-,:, I.. .11 ­ I . 11 \ \ ) // 1 (4) 8 / (1, ), "I I L _1__L___. __ __ 6 - � —1 , I ; I
. � I — — I i __ �i — _] ' -ill --*-% .- I'll ,r'.�kjCX .- I
I _-X_-� , (_ � L, ­ I ___­.___1_____ � 11i
- ,; - ­ :,�, �
- _// 1�� D­ .1 I . —.-.-- - --- i
. ( � Iii ,,,,t,.0U . ilo�ak/6. --.L'L � I ­1 ------ ­_._____.__.._____ I �­- -­­­­-­----­---­
.
,_
I I � ­.., // , I- � �� - ,j ',,,,��",,�,�­11 - Ji I
. — _____ — : � ,,�� '' ,�
I , _/__ --- — 4 1­ 1� I � I � il
I � I . O ��� �� � . ,I
.
L "diiii.- - - ..�".,��­ ­ — :I ­ - ­_­ - - ­­­ __ __ __ - --- __ — _. -, . f
. I �', I 1, - �t_ — — — — — __ ___ -­ — --- — - __ —il 11
11 . . - Im ��, k "
I . .,-,..: ZW � 11�1,"I"';l.":1,"',�� . � 1�1 - I
0 . I :.­,­',�:; ­�,_�Z�� L
. I \ CD I I � �, I I I
1. 6 iii, a 16 � i I �� j
d -I R_­ r "I ,�,�, ',� ", � ''? �
, I . I I I -< @:D ;­�:, �, L' , ­ , . . . I
. I � I ­ - I I �
. - )i i
I , . I., ; I I ,� �"'­, I I I � , I
. , . . ..i , "' I'll . I �
---:_ �'. . � �,� ",�'Ii��
FFT �"­ I ". I 1 � ------- �
I � jiii� �n ci�) I'll I '' ., -.0 - _��-­�­ ­­__t,�.% L
�
k " , �,�', �� L�, , . I 1. L- ,�� .iiilii�Ll ._��X�,Xtegg_ �­ ' � . - .. I I . __ � � Avis
1_;�;__ - :� -amilimmantitimm - "aft,iiiiiiiiiiiiiiiii� �Jwzrft amftill 171iiiiiiii�_ 1 -1:1 ":i��:�-,�r'.�-,.-�',�'�,,�r-�.��tr _100090i ­117`�, 1 - -_ �_." ",_�.& � ,:- -_�.-- ,'!,V,v_M!llliil� . _. _-4i "Xiiii, ..4_ �. � �­�_;�Z�� . _ ­�_,7_ ., ­_ �
- . ­�� ��� L I 1. ­1 �
. '� "' I , ) NI - , 11
Vt_-:1�_-:APA � Z-1 I 11 L'� � I ��, , , � p .
L . iiii"i � ,,1�1, _� - - - _ i
i- . a " 1, , " ,� I if� I .1 ­9 C49 0 w I il , . L ., WT�4 L 'aKa(NO& I
L I - ;5 _5;��E- " �, i, �_ � � .111 M&�(,)', J�Ogo ma)j5pe I .16W �4w, N6 _�(�)r k
- . -1 _J&jC_t4 L�"" .,-. ­­ �4eo,_6g­_S'_.­ , , ­ "., , VI) k � � __­ ­ I 1. I , ,
� I �
U:F .
'i 1, \ \''k � � . \i a _, �"_��11�1,111�""�, I .4, �
,�� 7 Vill *A, * t L ( � - .11 I _/ t I
I
%, -, ;"i %; � .. I , , -, " ", � I
, , \ 1, \ ill A - il � L . I I - I . : I f ­ I , I . I
-, NN. � � 4
% \ ill- I � I L 11 I I _.
%%, N � . ." 'LL . -1. L I .'' . X 1. 11 1, i
ii� �,',,��'_-� � I 1,
I � 11 ; I
1� , , �' ,� I
--- - I I
I I , -1 1­ "i'llitilli-tilitilli., 6D lll� , �
14, .-- � . L I � I � __ - - 4 I ,�i I" 0 , i. ",-, I , �, I , , killililill I V�f � - / 3col 40 50
,
I _U I ktpA 10 (�I,i_ . �j 1 46 1 - - ("O '' -cl .1i
,
N 'A I I I I I ol . , , � v ( � 15o4tt ,( �;
\ V, �, �11i, .f 6 . . :
. Nk � Z ti, YO-P) , ­� r)- f'�� - I
I 1"L I I i: _____A - Li !:: 1 1 !�: i: ---I I
,
� . H I . I . .l . Vo 4 .- 1 6 , --.- - -, - :% :, Q 11
�
. _6 C.W�Hvri?_91'" . I - _W_ _6 5 t eT fuiiii 5 - _95 (� �_) e�,j !�.! (-" .<? (a,2 0 t a- 2 10
. ."i ir . . I - �c, �� � I I &-I;2m!;!i::i — : ::i �
- . � ­ I - - ­­ . . ­ L '' JoLt t'�j O', - " . _____,­___­_­_­­ . . - � I . I lb if I i - __ MA:7-7- __ ___ .3 1
­­­­ 1. i - % %" � ,//, - - '. t 00 t 1. __ I lawtilil L . 4P9 ILI ) 14) c� :
_11­ 11 ­Oiiiiiiiii� te - .. I -1- __ I - .U. ____1_.____ ­ . W, I � � , � a -.0ill ' l I , _­ � , . , ­_­ I— 1
7 V_ J 1_1­1 - 11 �1. I., " ill
� . c - c) .1 " I � ,­ ­._,__­­­ ­ - � .
_____._ - �) - %t,"i __­ I ­ . . ­1 I 1- - Vi S_rA, t '�� -Ae-r-l' 4�6, � I f Q(��-)-rb X] I
'I L . I I I ___­_­___ '' ­1­1- ­ . 01-14 -11i I 're".." '. "O"i - 4�1�/'� - , ,
( - I v F ' * ,., L - .__�,11_6, -
____ " I - L'--'- ja4\ ___ L li,� - - e��_, I Z� - - I 7 _ ____ _ � . I I L _. I - � � EL k/cco PC � - - - Is y - ­ ta e� aA L , - t- i � IL I I Wfe'v I �
f , ,
I C� "i r�; , ,;" , - ii .ii
_­,-1_­1u-e 'A L­_­­L,A ,_ . I - , _�,�, "t, &* 5-C &V. ' I
L .e - 1%
I
,
10"i'lli' 11 I- _ � , v k C-1
_ ��joj . ��L_ ' , -, L ­. 641 K ,
.�� _�'�­­ .- I . . - ________ - - - ____ I !lP______ _�.VA­Z,�­_._iM_� �"�`_,_,__,��­� :­�­ ,',.L­_��.'�,�_!�A-Z;�, ­­­­-,-.n,4-0..zr�,ii�&­ -, !.� qw6mmimmill my. ammaillimap.wafftw-41M.,��_#1 �
al ......... w _ --iiiiiiix L - 1___­ �­­_,_�­__.,_ I-, , "i - __ ­.. "019oftwo 10i ��_W­��' __*e, -1-i"It. � -4n�, "s--,ft r, I ­,�,t­ 7n -: ,�- - - -1, -�- —)
­­
,�"­___WQk._ ..'i ,,,,
" __ - — I , I_ � ,t�,,,w . ­%; .�-,Vl vit ., 1 v ­, _., .9�.;e� _--i.—
'I I . � III-410. I �
I
. I � . I -
I � L �, - I ./I I �, /11 . I
L . ­� f.i .
. . I . 11 .1 I -ilO. . /� ,; ;7- j� I
. I . . I -, . -- __ - - - —1 I 11 _­ . �, , -�- ` , - �_ - � -1-- -
� I - I I ,% __ ­L ­. - , ­�__�­. ' L �, ' . _­ �_ I - - - .��-_­­ .­�: - 11
. . _ , _ - - —1-1--, _. _ . , I I
- - - -�J��t ,_­­_"_­,­­_.4 ,__ ,,,
L, I.. - ­M.�. _­ _ _­ _
� L � - I - - - ­­­,,�_ -,,�q_��w--P-ml--%*��-.'%44 �-,;-�,�W,--V.&�--i �­ -�.'�%�­,�.-,,_+�-"W ;,�,z4mle �-�.m�,�-!:�:P,��:�e,v7,,A�-�,�*-W�- -----'4-4--.-X�1--l'-&-*W�"Olgff-V2MO4MISPWPM - ���.-7.i �_ , _�_!7­­'" _­­­­­�(.�W 4",�,�L_.,�"-L",�,,�",..-;--.�.I.�'. ­_ `_­1_ I �­'. I - ­�-_-­�­�­ ­��,'4 - - ____ ,_ - " -
. iiiim -aiiiiiii0-- __ . 'Wj'­­ ''LL p-mi -�_ , �_, I - _iiic� '. l�o­­­i ­-, - __ 7— ___ _11 __ ­ - I . ­ -1 _­ __ __ ., �
I , __ I---,.----- I ­­­ -..-. ­­

ELEV ? 9.2
S
GRASS SWALE
SEE DETAIL SHEET C-16
TEMPORARY SEDIMENT
TRAP #4 W/ SILT BASIN
SILT BASIN LENGTH = 38 FT
WIDTH = 5.8 FT
DEPTH = 5 FT
TEMPORARY SEDIMENT
TRAP #5 W/ SILT BASIN
SILT BASIN LENGTH = 34 FT
WIDTH = 6 FT
DEPTH = 5 FT
243 SF CLASS B RIPRAP
UPSTREAM WIDTH = 9.0 FT
(l()WAICTRP'AAA wnTw - 1S2 (l FT
DOWNS (REAM WIDTH = 24.0 FT
UPSTREAM WIDTH = 12.0 FT LENGTH = 24.0 FT
DOWNSTREAM WIDTH = 24.0 FT DEPTH 18 IN
LENGTH = 24.0 FT (CULVERT CURRENTLY HAS A RIPRAP
DEPTH = 18 IN APRON AT OUTLET. CONTRACTOR TO
(CULVERT CURRENTLY HAS A RIPRAP ADD RIPRAP IF NECESSARY)
APRON AT OUTLET. CONTRACTOR TO
ADD RIPRAP IF NECESSARY)
DEVELOPER
GREENBRIAR SOUTH PARTNERSHIP
99 AQUA VISTA DRIVE
WILMINGTON
NORTH CAROLINA 28409
WIDTH = 3 FT
DEPTH = 5 FT
909 MARKET STREET
WILMINGTON, NC 28401
W(910) 762-4200
Engineers DICK..,IMRaleigh, NC Asheville, NC
PlannersColumbia, SC Charlotte, NC
Surveyors Atlanta, GA Hickory, NC
/, \
TEMPORARY SEDIMENT
TRAP #7 W/ SILT BASIN
SILT BASIN LENGTH = 80 FT
WIDTH = 7FT
DEPTH = 4 FT
TFMPORARY -II T FFNC:F
UPSTREAM WIDTH = 9.0 FT `` "' v ' '
DOWNSTREAM WIDTH = 18.0 r I DEPTH = 5 FT
LENGTH = 18.0 FT
DEPTH = 18 IN
(NOTE: EXTEND RIPRAP TO OTHER SIDE
Al OF BANK AND UP THE BANK 2 FEET IF
NEEDED)
/2\ TEMPORARY SEDIMENT
TRAP #6 W/ SILT BASIN
SILT BASIN LENGTH = 77.5 FT
WIDTH 5 FT
nrn-rl1 - c rT
LENGTH = 6.0 FT
DEP1 H = 18 IN
A NOTE: TEMPORARY DITCHES SHALL BE INSTALLED IF NECESSARY BETWEEN LOTS
66 & 67, 71 & 72, AND 76 & 77. SEE DETAIL SHEET C-16
5
INCREASED ACREAGE OF DISTURBED LIMITS TO 22 ACRES, SHOW TEMPORARY
DITCHES AND SHOW NEW LOT NUMBERS, REVISED CHECK DAM NO. 7
9/799
4
INCREASED ACREAGE OF DISTURBED LIMITS TO 20 ACRES
5/4/99
3
ADDED NOTE ABOUT LOT GRADING AND/OR GUTTERING FOR LOTS 40-50.
ADDED GRASS SWALE TABLE Vd SWALE INFORMATION
522 9$
/
2
MODIFIED CLEARING LIMITS, ADDED SEDIMENT TRAP & ADDED NOTE ABOUT
TEMPORARY DITCHES
1 r
�/ 8 j 98
1
MODIFIED CLEARING LIMITS, ADDED SEDIMENT TRAP & ADDED NOTE ABOUT
EXTENDED RIPRAP ON SOUTHERN DITCH
4 2 /98
NO.
I DESCRIPTION
DATE
R E V I S I O N S
e
Date :
3/25/98
Scale :
HGR7.. 1 "=100'
Drawn
MNH
Checked:
EKED
Project No
W9701.80
11_1vif WI NI -%Ix i .,JLVIIVI.I..IY 1
TRAP #3 W/ SILT BASIN
SILT BASIN LENGTH = 52 FT
WIDTH = 4 FT
DEPTH = 5 FT
ADDITIONAL SILT FENCE Q
TEMPORARY CONSTRUCTION ENTRANCE
i -
�- ADDITIONAL SILT FENCE A
INLET PROTECTION (TYP.)
A
REVISED DISTURBANCE LIMITS
Ak�"k
9% 7/1 1
LANDSCAPING AREA
TEMPORARY CONSTRUCTION ENTRANCE
LANDSCAPING AREA
243 SF CLASS B RIPRAP
UPSTREAM WIDTH = 9.0 FT
DOWNSTREAM WIDTH = 18.0 FT
LENGTH = 18.0 FT
DEPTH = 18 IN
(NOTE: EXTEND RIPRAP TO OTHER SIDE
AlOF BANK AND UP THE BANK 2 FEETIF
NEEDED)
UREENBRIAR SOUTH
M A
11
/AS0NBU4`R0 TOWNSHIP
1M*] I3 M
LOCATION MAP
(NOT TO SCALE)
EROSION
CONTROL NOTES
SEQUENCE OF CONSTRUCTION
1. CONSTRUCT TEMPORARY GRA
EL CONSTRUCTION ENTRANCES
2. WORK WILL INITIALLY BEGIN ALONG
THE GRAY SQUIRREL RIGHT-OF-WAY.
3. CLEAR TREES, ROOT MAT, ETU.
FROM ROAD RIGHT-OF-WAY.
4. ONCE ROADS HAVE BEEN RO
GH GRADED, CONSTRUCT TEMPORARY DITCHES AT
CULVERT LOCATIONS ON SOU
H SIDE OF GRAY SQUIRREL DRIVE AND
CONSTRUCT TEMPORARY SEDIMENT
TRAPS WITH SILT BASINS '# 1,2,& 3.
5. AS WORK PROGRESSES NORTH,
TEMPORARY DITCHES WILL BE REQUIRED
AT DIFFERENT LOCATIONS TO
DRAIN WATER FROM LOW SPOTS IN THE ROAD.
THE TEMPORARY DITCHES WIL
BE CONNECTED TO THE EXISTING DITCHES
WHICH RUN THROUGH THE SI
.
6. THE EXISTING DITCHES RUNNI
G THROUGH THE SITE WILL BE 'GRADUALLY FILLED
AS WORK PROGRESSES NORTH.
SILT FENCE WILL BE INSTALLED AT THE LOWEST END
OF THE DITCH TO BE FILLED
OR EACH PHASE OF DEVELOPMENT.
7. CONSTRUCT SANITARY SEWER
COLLECTION SYSTEM.
8. TAKE EXISTING PUMP STATION
OFF LINE AND REMOVE PUMP STATION AND SEWER LINE.
9. CONSTRUCT SITE DRAINAGE COLLECTION
SYSTEM AND COMPLETE SITE GRADING.
10. PROVIDE INLET PROTECTION Ar
ALL DRAINAGE STRUCTURES UNTIL SITE IS PAVED
11. UTILIZE TEMPORARY DIVERSIO
DITCHES AND SEDIMENT FENCES TO PREVENT
SEDIMENT FROM LEAVING PROJECT
LIMITS
12. PROVIDE ADDITIONAL SEDIMEN
FENCE, IF NECESSARY, AROUND TEMPORARY
STOCKPILES AND BACKSLOPE
13. CONSTRUCT MODIFIED VALLEY
CURBS AND PAVEMENT
14. SPRIG, SOD AND PLANT UNP
VED SURFACES WITHIN 30 DAYS OF BRINGING
SURFACES UP TO FINAL GRACES
15. CONTRACTOR SHALL CLEAN A
D RESTORE TO PRE -CONSTRUCTION CONDITIONS
ANY AREAS OUTSIDE THE PROJECT
LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE
OF THE EROSION! MEASURES
16. AFTER SITE PAVING CONTINUE
TO MAINTAIN PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES
UNTIL FINAL INSPECTION AND APPROVAL BY
THE NEW HANOVER COUNTY ENGINEERING
DEPARTMENT
17. REMOVE REMAINING TEMPORAF
Y EROSION CONTROL MEASURES UPON APPROVAL
BY THE NEW HANOVER COUNTY
ENGINEERING DEPARTMENT
NOTES:
1. LOTS 1-19 HAVE BEEN PREVIOUSLY RECORDED.
2. NO WETLANDS EXIST ON SITE.
3. INSTALL TEMPORARY SEDIMENT TIZAP NO. 7 IF CONSTRUCTION OCCURS
ON ROAD BEFORE NEW POND IS JNIDER CONSTRUCTION. IF CONSTRUCTION
OF NEW POND BEGINS BEFORE ROAD CONSTRUCTION IN THE IMMEDIATE AREA
OF THE NEW POND, UTILIZE THE EW POND AS A SEDIMENT TRAP.
IF NEW POND IS USED AS A SED MENT TRAP, CLEAN POND OF SEDIMENT
BEFORE FINAL GRADING IS COMPI ETED.
"A
0 GRASS SWALE INFORMATION
NO.
LENGTH
(FT)
INVERT
(EL
IN
V)
INVERT OUT
(ELEV)
SLOPE
(7.)
1
165
19183
19.33
0.3
2
140
2125
20.83
0.3
3
120
2180
21.70
0.1
B FT I
NOTE: SIDE SLOPES TO BE SEEDED WITHIN 15 DAYS
TEMPORARY DITCH
N.T.S.
EROSION CON'_,TROL &
EXISTINGNTOP41GRAPHY
Sheet No
SHEET 1 OF 1
S:\PROJECTS\9701\SITETOP2\SITETOP2.DV

40 39 N
41 � � vAug•�
1 42 IRON PIPE SET AT ALL CORNERS
43 L ' UNLESS OTHER WISE NOTED.
n ^ ' ,^, R r •. -; li...��---- '- 1 % 7 3 ( O . MONUMENT (EXISTING) \\ t PD
�� — — S.R. # — — — I � vl
RD
�� ROAD _--
.. �/ BURNING TREE _+-- _. Q ■ MONUMENT CONTROL CORNER (sEO c THEE nu
aAa
/ �r�' R�W� -� O ! - -- PROPERTY ONES NOT SURVEYED v
_ Il
. -
. NOTE:
SITE
it NOTE:U A A NSTA OR
--� 1 O ` 11.. THIS TRACT IS LOCATED IN ZONE C ACCORDING C:3 o MARS" OR
TO F.E.M.A. FIRM MAP COMMUNITY -PANEL NUMBER
10 370168 0090 E, SEPTEMBER 3, 1992. _ OLD MYena �� --
@ $ I
11 I 2. PRIVATE WATER SYSTEM. tN OR
\ ' t z 3. COUNTY SANITARY SEWER.
FUTURE DEVELOPMENT 19 I O 4. NO N. C. GRID MONUMENT WITHIN�`v i
`y Z 2000' OF SITE.
5. AREA BEING DEVELOPED IS ZONED PERFORMANCE RDRD
r /
RESIDENTIAL �
U
�. ``
Z 583�55 BARTON OAKS ILLJ
I --
' SECTION 2 w '
CURVE DATA I M '
MAURICE S. EMMART, JR. & 1=11'59.20" MAP BOOK 20, PAGE 75 —
a TAN=24.15' l I CERTIFICATE OF ACCURACY AND MAPPING
WILLIAM T. EMMART AS TRUSTEES } RAD=230.00' I I, OAVID M. EDWARDS, CERTIFY THAT THIS PLAT WAS s
_ _ — —
DEED BOOK 1213. PAGE 258 L-48.13' LOCATION MAP
DEED BOOK 1763, PAGE 182 j CH=48.04' i 18 DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY RTZ
25' 25' N24'20'42"E MADE UNDER MY SUPERVISION (DEED DESCRIPTION
o ( RECORDED IN BOOK �7F,,�y ,,,PAGE /BZ ). ; y CERTIFICATE OF PROPOSED SUBDIVISION ROAD CONSTRUCTION STANDARDS
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS S
�_ 8 7lASHED LINES AS DRAWN FROM INFORMATION AS NOTED; � • DEPARTMENT OF TRANSPORTATION
N67'35'09"w o THAT TuE RATIO OF PRECISION AS CALCULATED IS i, � DIVISION OF HIGHWAYS
1 15,000 : AND THAT THIS PLAT WAS PREPARED IN ZQ PROPOSED SUBD1�1S40N ROAD
144.62' t0, w N z ` I ACCORDANCE NTH G.S. 47-30 AS AMENDED. WITNESS �''] � � CONSTRUCTION STANDARDS CERTIFICATION APPROVED
A 9,474 S F. o o N I — MY ORIGINAL SIGNA RE, REGISTRATION AND SEAL DISTRICT ENGINEER
0 7�' �^ M N I THIS DAY OF / A.D., 2000. h� itatt- �`� ,A DATE
M Z ! vi
Z r; i
rri `� DAVID M. EDWARDS, R.L.S.
---i36.7=_� I 17
N tdb4'S5'S9"W � REGISTRATION N0. L-3901
wo
,� CONTENDER_LANE /\ 14 7
t�i+, N64'SS'nn5t9t"�W. t58.%d'
�+ N645 59"W / \ NORTH CAROLINA
/ IN"
NEW HANOVER COUNTY
130.55' z
ALL ROAD(S) AND 0/ ` \ STATEMENT: DEDICATED FOR PUBLICDRAUTILITYUTLNAGE EASEMENTS ARE
ITY PURPOSES
1, DAMD M. EDWARDS, CERTIFY HAT THIS PLAT IS
Z
15 OF A SURVEY THAT CREATES A SUBDIVISION OF LAND CERTIFICATE DIL AIMING WATER/SEWER SUITABILITY
O I / tf
STREET g3E�.a,� X. WITHIN THE COUNTY OF NEW HANOVER THAT HAS AN
_
1. MARSH WOOD DRIVE - 6425t S.F. :31 ` �'' 6 ORDINANCE THAT REGULATES PARCELS OF LAND. NOTWITHSTA.NOING NEW HANOVER COUNTY APPROVAL OF THIS PLAT,
ca '�prl LOTS SHOWN ON THIS PLAT MAY NOT RECEIVE HEALTH DEPARTMENT
2. CONTENDER LANE - 6683t S.F. 0. ,� , > APPROVAL FOR ON SITE SEWAGE DISPOSAL SYSTEMS, NOR FOR
v i INDIVIDUAL WATER SUPPLY SYSTEMS.
3. CCRONADO DRIVE - 24628t S.F.
N I AVtD M. EDWARDS. R.L.S.
w I REGISTRATION NO. L-3901
O CERTIFICATE OF REGISTRATION
fl o BY REGISTER OF DEEDS
Q
Oai STATE OF NORTH CAROLINA
O L ( NEW HANOVER COUNTY
FUTURE DEVELOPMENT U' ', $ REGISTRATION AND D RE ORDE MAP
r FILED FOR T ATION ON THE DAY OF
`I \ 33 / 20 AT _(AM\PM) A LILY C D IN
CURVE DATA \ 34 / BOOK AT PAGE
1=10*40*11"
TAN. • 46.69'
. REGISTER OF DEEDS
L•=93.11' h
CH=92.98' 7 I f CERTIFICATE Of APPROVAL BY THE PLANNING DIRECTOR:
N2500'16'E tO ' THE NEW HANOVER COUNTY PLANNING DIRECTOR HEREBY
N rp
rn C ' I APPROVES THE FINAL PLAT OF THIS SUBDIVISION.
co'-' 79 $ 49"W `�° 32 ✓ ` 4 � _�
: t470'1 0 / DA PLA IK - DIRECTOR
z 50 p0' to
131.02' p ( 35
' N63-10'13"W „ a ` / STATE OF NORTH CAROLINA
MARSH WOOD DRIVE
NEW HANOVER COUNTY
_ / 1, SA10 $utcss5`j REVIEW OFFICER
ov_N N8310'iJ'W '.53J0' ' 49 ' BARTON OAKS / OF NEW HANOVER COUNTY, CERTIFY THAT MAP OR PLAT
rJ '' (PUBLIC 50' R w
t'' N63210'13 W SECTION 1 / TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
125.98' I ' ' MAP BOOK 19, PAGE 25 I STATUTORY REQUIREMENTS FOR RECORDING.
31 36 RLVIL T UI`FiL'E'H"'
J ! 50 A
/261o0 �
1 25
C:i o
48 `
1 'y' 51 x I
c1 ;' 37 O II
30 2
=p I
I
47 tO
'Co 0 a
I.I. I
-- —T — — — —T— — — — MADISON !'LACE f ` 52 _ __ — — ---1 0 o
I AT— '— E O �` ti N CERTIFICATE OF OWNERSHIP,
MASONBORO WOODS MASONBORO WOOD ' ���"'lll m I I DEDICATION AND JURISDICTION
I MAP BOOK 39, PAGE 67 MAP BOOK 39. PAGE 66 f ( 1 (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE
o
OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED
43 1 46 — )1 ?C I 53 29 38 I HEREON AND THAT I(WE) HEREBY ADOPT THIS PLAN
t 1 I I OF SUBDIVISION WITH MY (OUR) OWN FREE CONSENT,
44
AND DEDICATE ALL STREETS, ALLEYS, WALKS, I ARKS t AND OTHER AREAS TO PUBLIC OR PRIVATE USE AS
— NOTED. FURTHER, f(WE) CERTIFY THIN THE LAND
_
45 cv I SHOWN HEREON IS LOCATED WITHIN THE PLATTING
' �- _ 0- I I NORTHCAROLINA.
NA I THE COUNTY OF NEW HANOVER,
BARTON OAK. DRIVE S.R. #1789
�--- _jp__ 0� I LIP -ON
Ui
(60' R/W)
GRAY SOU,RREL DRIVE (PUBLIC) (60' R/W) DATE SIGNATURE OF OWNERS
a I
0I I
a-
OI
—t-- o
BARYON OAKS �
I II I
I aI
MASONBORO WOODS SECTION 1 1 I CERTIFICATE OF DISCLOSURE -
MAP BOOK 19, PAGE 25 O NEW HANOVER COUNTY FLOOD PLAIN MANAGEMENT
I I MAP BOOK 39, PAGE 67 ( I ( I m I I
\ 0 1 (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT
20 I 156 I I 159 I I OR ANY CONVEYANCE WITH A PROSPE-TIVE BUYER, I (WE) SHALL
I \ 157 I 4 158 PREPARE AND SIGN, AND THE BUYER OF THE SUBJECT REAL ESTATE
I 24 23 22 21 I
' SHALL RECEIVE AND SIGN, A STATEMENT WHICH FULLY AND ACCURATELY
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNER'S
ASSOCIATION COVENANTS, CONDITIONS AND RESTRICTIONS BY
REGISTER OF DEEDS
HOMEOWNER'S ASSOCIATIONS COVENANTS, CON.^,ITIONS AND RESTRICTIONS
FILED FOR REGISTRATION ON THE —DAY OF AT
_ (AM/PM) AND DULY RECORDED IN DEED BOOK
AT PAGE AND DEED BOOK_ . AT PAGE —
REGISTER
t DEEDS
MADISON PLACE SECTION II
AND
STREET DEDICATION MAP
MARSH WOOD DRIVE
CONTENDER LANE
AND
EXTENSION OF
CORONADO DRIVE
MADISON PLACE
AT
MASONBORO WOODS
PART OF
DEED BOOK 1213, PAGE 258
MASONBORO TOWNSHIP, NEW HANOVER COUNTY
NORTH CAROLINA
DEVELOPED BY
MAURICE S. EMMART, UR., TRUSTEE
100 AQUA VISTA DRIVE
[phone]
WILMINGTON, NORTH CAROLINA 28409
DISCLOSES THAT THE SUBJECT REAL ESTATE, OR A PORTION OF THE 1 40
SUBJECT REAL ESTATE, IS LOCATED WITHIN A FLOOD HAZARD AREA AND
I ( ( I THAT THE BUYER MUST SATISFY THE REQUIREMENTS OF THE NEW HANOVER SCALE: 1'=60' APRII 6, 2000
COUNTY FLOOD PLAIN MANAGEMENT REGULATIONS PRIOR TO THE ISSUANCE
I ( I I OF CONSTRUCTION PERMIT;.
S L t W K 90si MARKET STREET
WiLMINGTON, NC 28401
DOICKSONRol*i9h.c9,0, 762-4200
OpTE SIGNATURE OF OWNERS 327 NC AfheviN•, NC
Engines Plaxmm. Su v iilm Columbia, SC CNoriatto, NC
1 ! �} P _ Lmwscapt A►mcts Atlanta, CA Hickory, NC
"1(C� PROJECT NO. W9701.85
' 10 s�-G

U
"Ra" OR
Tiro
35
U
34
Lb
- -_� 0 + 36
HE
In
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE
OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED
HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN
OF SUBDIVISION WITH MY (OUR) OWN FREE CONSENT,
AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS
AND OTHER AREAS TO PUBLIC OR PRIVATE USE AS
NOTED. FURTHER, i(WE) CERTIFY THAT THE LAND
SHOWN HEREON IS LOCATED WITHIN THE PLATTING
JURISDICTION OF THE COUNTY OF NEW HANOVER,
NORTH CAROLINA:
71 ."'may
DATE SIGNATURE OF OWNERS
CERTIFICATE OF DISCLOSURE -
I (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT
OR ANY CONVEYANCE WITH A PROSPECTIVE BUYER, I (WE) SHALL
PREPARE AND SIGN, AND THE BUYER OF THE SUBJECT REAL ESTATE
SHALL RECEIVE AND SIGN, A STATEMENT WHICH FULLY AND ACCURATELY
DISCLOSES THAT THE SUBJECT REAL ESTATE, OR A PORTION OF THE
SUBJECT REAL ESTATE, IS LOCATED WITHIN A FLOOD HAZARD AREA AND
THAT THE BUYER MUST SATISFY THE REQUIREMENTS OF THE NEW HANOVER
COUNTY FLOOD PLAIN MANAGEMENT REGULATIONS PRIOR TO THE ISSUANCE
OF CONSTRUCTION PERMITS.
limit 2 1,-- �-
DATE SIGNATURE OF OWNERS
'99 X 14 Pf'! 9 29
F ;iiDED & VERIFIED
MARY SUE OOTS
RL STER OF DEEDS
N-;: ''';.',DYER CO. NC
11� 1
1 I \
\ 33
1 � 5
34 I
FUTURE DEVELOPMENT \ —
1I `
oil
MAURICE S. EM1AART, JR. 13c
WILLIAM T. EMMART AS TRUSTEES s7o'te'49"� 1 ` A, i 32 4
DEED BOOK 1213. PAGE 258 �'� II I
DEED BOOK 1763, PAGE 182 ►� I /
o
it
1 f 137.96
N20'21'E
35
16.82
49
I
FUTURE DEVELOPMENT
S63'10.13"E
O g� I 0
O S7019' 49" I f I
�/
I n.98
O 137.57' , 1
3
N
48A '31
U
N
i
a �� 50 Ig
x
S63'18'20"E '
125.95'
O $i 1
O � 570'19�49"E-
N r`
I
CURVE A 1
1=11'32'15"
CURVE # 2
1=11.32'15"
0 '
'
137.29'
Irn 1
�
!
TAN-90.00'
TAN-75.00'
Via'
48
N' o > t� 1
'
RAD-890.90'
L=179.39'
RAD-742.39'
L=149.49'
S63'18'20"E
' N i "D 00' 51 11 1 20'
tD'
} C o 13
30
p
37 2
CH=179.09'
N67'16'17"W
CH=149.24'
N67.16'17"W
125.95' to
c .W
�r W 070"1 ;
r g '
BARYON OAKS
I0
c
I
I
I I
33
1 37 ' 38 39 40 41
i I
31
I
30
1 29 I 28 I 27 I 26 1 I 1
I I I I i I II
MAP NOT SUE3JiCT TO NE`N HANOVER
COUNTY SU3[xVjC,ON, C::C:`�:;*ivc
DATE PLANNING
CERTIFICATE OF APPROVAL BY THE PLANNING DIRECTOR:
THE NEW HANOVER COUNTY PLANNING DIRECTOR HEREBY
APPROVES THE FINAL PLAT OF THIS SUBDIVISION.
DATE PLANNING DIRECTOR
STATE OF NORTH CAROLINA
NEW HANOVER COUNTY
1, REVIEW OFFICER
OF NEW HANOVER COUNTY, CERTIFY THAT MAP OR PLAT
TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING.
DATE
CERTIFICATE PROPOSED SUBDIVISION ROAD CONSTRUCITION STANDARDS
DEPARTMENT OF TRANSPORTATION
DIMSION OF HIGHWAYS
PROPOSED SUBDIVISION ROAD
CONSTRUCTION STANDARDS CERTIFICATION APPROVED_
DISTRICT ENGINEER
DATE �;?�
newerBy
W o, ih.
v` �p n to' t32.39 ; % M i SECTION 1 I �' I I
4 47 '$ � G N IL MAP BOOK 19, PAGE 25 O > I I I
1 25' 25 O, \ 52 a n 1 a 1 I
N63'1 '20"W I, -;$I o
I I 125.95' o rr c W
k0 N 0 p,' f N70g9'49" I
�+ 1 rn k0 '+ ;0 co
a co I I I
= 0 46 —4 0 C � � ' fa C'
-4 I
( 513 ."oN N3 0� 29 % 38 I 11 I
42 43 44 8-20"WN631
125.95' r,
MASONBORQ WOODS o -0 w 1 ( I I l
I MAP BOOK . PAGE
' 0 a�'o Ls
o =1MMDN,6
LS69'94
ARC2312' S64'42'49"E! CH--99'0 `2
_94 *-N— ---- BARTON
OAK{ �--S.R-- . #_178-9
C111 _V
IVE
10.103.33ARC 9.98
ARC�0.25
rn� I I
CURVE # 2 (60_
1173'022 ' F,/W)
— — GRAY SQUIRREL DRIVE (PUBLIC) (60' R/W) cuRvE ,row 1 _T7
N61'31'10"W 36.87 1473 - T U
1 ► 0:: I \
I
oI
I
BARTON OAKS
I I I i 1 I! SECTION 1 I
MAS{)NBORO -WOODS I 1 M �� B0 :>� 2s
z
MAP BOOK PAGE _ 1 1
I I \ (1 35S o
25 1 24 1 23 1 22 1 1 20 156 I
21 157 1 1 158 I k S
i I I
40' DRatNACE UTILITY EASEMENT I ( I
I I
i ' I
DONALD A. HANNA �
DEED BOOK 1301. PAGE 1187 1 I 1
NORTH CAROLINA
NEW HANOVER COUNtY
STATEMENT: ALL ROAD(S) AND DRAINAGE EASEMENTS ARE
DEDICATED FOR PUBLIC UTILITY PURPOSES.
CERTIFICATE D15CLAIMI.NG WA RjSEWER SUITABILITY
NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT,
LOTS SHOWN ON THIS PLAT MAY NOT RECEIVE HEALTH DEPARTMENT
APPROVAL FOR ON SITE SEWAGE DISPOSAL SYSTEMS, NOR FOR
INDIVIDUAL WATER SUPPLY SYSTEMS.
CERTIFICATE OF REGISTRATION
BY REGISTER OF DEEDS
STATE OF NORTH CAROLINA
NEW HANOVER COUNTY
FIL�fD OR REGISTRATION ON THEJI� DAY OFT 1
19 ' AT7','1 (A*\PM) AND DULY RECORDED IN'MAP
'AT P�ACE
RECASItm Or - —
CERTIFICATE QE REGIBRATION/DISCLOSURE FOR HOMEOWNER'S
ASSOCIATION CQVENANTS. CONDITIONS AND RESTRICTIONS BY
REGSTER DF DEMS
HOMEOWNER'S ASSOCIATIONS COVENANTS, CONDITIONS AND RESTRICTIONS
FILED FOR REGISTRATION ON THE ----DAY OF AT
(AM/PM) AND DULY RECORDED IN DEED BOOK
AT PAGE AND DEED BOOK_, AT PAGE
NOTE:
THIS MAP SUPERSEEDS THE MAP RECORDED
IN MAP BOOK 38, PAGE 277.
IRON PIPE SET AT ALL CORNERS
UNLESS OTHER WISE NOTED.
0 - MONUMENT (EXISTING)
■ b MONUMENT CONTROL. CORNER (SET)
PROPERTY LINES NOT SURWYED
NOTE:
1. THIS TRACT IS LOCATED IN ZONE C ACCO .DING
TO F.E.M.A. FIRM MAP COMMUNITY -PANEL NUMBER
370168 0090 E. SEPTEMBER 3, 1992.
2. PRIVATE WATER SYSTEM.
3. COUNTY SANITARY SEWER.
4. NO N. C. GRID MONUMENT WITHIN
2000' OF SITE.
N )
MA ISON PLACE
AT
MASONBORO WOODS
PART OF
DEED BOOK 1213, PAGE 258
MASONBORO TOWNSHIP, NEW HANOVER COUNTY
NORTH CAROUNA
DEVELOPED BY
MAURICE S. EMMART, JR., TRUSTEE
100 AQUA VISTA DRIVE
[phone]
1MUTAINGTON, NORTH CAROUNA 28409
120 180 240
SCALE: 1"-60' JULY 2. 1999
909 MARKET STREET
WILMiNGTOht, NC 28401
WK
[phone]
Engineers
Planners DICKN Roleigh, NC Asheville, NC
Columbia, SC Chariotte, NC
Surveyors Atianto, r:A Hickory, NC
/&)�p A�Y// 3 C/ 13"Aqe-Z-

' FUTURE DEVELOPMENT \ t9 Z — Q 1 4. NO N. C. GRID MONUMENT WITHIN
t 2000' OF SITE.
ce — ! ` 5. AREA BEING DEVELOPED IS ZONED PERFORMANCE
•f� I t i I RESIDENTIAL
� a � 12 1 9
A 0 ' `
+- BARTON OAKS I L) i
1s1 CURVE DATA ' SECTION 2 m 1 ,
W 1=11'S9'20" MAP BOOK 20, PAGE 75 CERTIFICATE OF ACCURACY AND MAPPING
MAURlCE S. EMMART, JR. Sc TAN=24.15'
WI — —
LLIAM T. EMMART AS TRUSTEES``' RAD=230.00'
DEED BOOK 12t3, PAGE 258 L=48.13' I, DAVID M. EDWARDS. CERTIFY THAT THIS PLAT WAS
DEED BOOK 1763, PAGE 182 CH=48.04' , 18 DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
' 25
D 2' N24'20'42"E MADE UNDER MY SUPERVISION (DEED DESCRIPTION
b RECORDED IN BOOK 1763 .PAGE 182 ).
' 13 THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
_ I 8 DASHED LINES AS DRAWN FROM INFORMATION AS NOTED,
THAT THE RATIO OF PRECISION AS CALCULATED IS
r-- ` rp. N �, ^ 1 : 15,000 . AND THAT THIS PLAT WAS PREPARED IN
N ! n ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS
N ' MY ORIGINAL SIGNATURE, REGISTRATION AND SEAL
74 _ THIS 29YOAY OF A.D., 2000.
MAP BOOK 39, PAGE 327 z N /
N`Ad
i REGISTRATION NO.0AVID M. S
_ L-390i
17 ,`,,�N •,.••��i�,,,,,
/ Q s
CONTENDER LANE_ 7 :�,� '
1 \ 14
(pUBUC 5Q R/Mr) ! !sm
MAP BOOK 39. PAGE 327
_ _ a --�
b
z M t, DAVID M. EDWARDS, CERTIFY THAT THIS PLAT IS
I � O I ( / 16 15 OF A SURVEY THAT CREATES A SUBDIVISION OF LAND
— 0 WITHIN THE COUNTY OF NEW HANOVER THAT HAS AN
! m I 6 ORDINANCE THAT REGULATES PARCELS OF LAND.
(Lb
W h p t� AVID M. EDWARDS, R.L.S.
_> o
z N63.10'13"W 7x e.r m I CURVE DATA REGISTRATION NO. L-3901
0 ('4130.24• h 0 N. I TAN=46.69'
c w 7.807 S.F. i0 N RAD=500.00'
nNi ARC=14.37' .`nt z 1=93.1 t'
,Qj
m N % N29-33.19"E O z CH=92.98' ` {
z 0 `+ CH=14.37 ! N25'00'16"E \
FUTURE DEVELOPMENT p (It N63.10'13"W 0! 5
33
127.61 • 0 0, o /
34
78 51 65
MADISON PLACE T MADISON PLACE
SECTION II Z` SECTION II CERTIFICATE OF APPROVAL BY THE PLANNING DIRECTOR:
'-AT --- — — T c AT t
(MASONBORO WOODS o MASONBORO WOODS f / THE NEW HANOVER COUNTY PLANNING DIRECTOR HEREBY
IMAP BOOK 40, PAGE 5 L MAP BOOK 40. PAGE 5 ' 32 \ �� / y 4 APPROVES THE FINAL PLAT OF THIS SUBDIVISION.
( ' 64 DATE 01 Attkildr, DIRECTOR
CERTIFICATE OF PROPOSED SUBDIVISION RQAD CONSTRUCTION STANDARDS
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROPOSED SUBDIVISION ROAD
CONSTRUCTION STANDARDS CERTIFICATION APPROVED
DI9TqICT E GINEER
NORTH CAROLINA
NEW HANOVER COUNTY
STATEMENT: ALL ROAD(S) AND DRAINAGE EASEMENTS ARE
DEDICATED FOR PUBLIC UTILITY PURPOSES.
CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY
NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT,
LOTS SHOWN ON THIS PLAT MAY NOT RECEIVE HEALTH DEPARTMENT
APPROVAL FOR ON SITE SEWAGE DISPOSAL SYSTEMS, NOR FOR
INDIVIDUAL WATER SUPPLY SYSTEMS.
CERTIFICATE OF REGIS tRATION
BY REGISTER OF DEEDS
STATE OF NORTH CAROLINA
NEW HANOVER COUNTY
FILED FOR REGISTRATION ON THE DAY OF
2Q— AT (AM\PM) AND DULY RECORDED IN MAP
BOOK , AT PAGE
— 35 / STATE OF NORTH CAROLINA CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNER'S
c°
o t ASSOCIATION COVENANTS, CONDITIONS AND RESTRICTIONS Q_Y
MARSH WOOD DRIVE ' \ / / } — NEW HANOVER COUNTY RE
GISTER OF DEEDS
su.m' 49 BARTON OAKS / 1. SAth 13vRGESS REVIEW OFFICER
(pUBUC SO• R/W) w OF NEW HANOVER COUNTY, CERTIFY THAT MAP OR PLAT HOMEOWNER'S ASSOCIATIONS COVENANTS, CONDITIONS AND RESTRICTIONS
MAP t300K 39, PAGE 327 ! —_ i SECTION 1 / ?0 WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL FILED FOR REGISTRATION ON THE DAY OF AT
- MAP BOOK 19, PAGE 25 I j STATUTORY REQUIREMENTS FOR RECORDING. AT PAGE (AM AND) GEED BOOK AND DULY RECORDED T PAGE IN DEED BOOK _—
_ �_ -- 1 52
MADISON PLACE
AT -- ' w CERTIFICATE OF OWNERSHIP, - s
1 MASONBORO WOODS 1 I DEDICATION AND JURISDICTION
MASONBORO WOODS
PAGE 66 , ' a
MAP BOOK 39, PAGE 67 MAP BOOK 39
� p � ( I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE
I OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED
46 , , 53 29 38 HEREON AND THAT t (WE) HEREBY ADOPT THIS PLANOF SUBDIVISITH MY (Oz
1 43 44 ' I 1 1 I11
D DEDICA?OE"ALL STREE SU A)LLOEYS, WALKSFREE , s
1 ! I AND OTHER AREAS TO PUBLIC OR PRIVATE USE AS F
1 1 I NOTED. FURTHER, I(WE) CERTIFY THAT THE LAND �1+
45 t ' -� _ c"I I SHOWN HEREON IS LOCATED WITHIN THE PLATTING
't JURISDICTION OF THE COUNTY OF NEW HANOVER, `
F I NORTH CAROLINA.
BARTON OAKS DRIVE S.R. #1789 !
(60' R/W) vi I !o L+�c� .d v _
- r�q
GRAY SQUIRREL DRIVE (PUBLIC) (60R/W) $ _ _ o I
DATE SIGNATURE OF OWNERS
Q I
BARTON OAKS
SECTION 1 1 1 l o MAURICE
MASONBORO WOODS ( U_ CERTIFICATE OF DISCLOSURE -
MAP BOOK 39, PAGE 67 f MAP BOOK 19, PAGE 25 I 0 I NEW HANOVER COUNTY LOOD PLAIN MANAGEMENT
1 m
0 1 (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT
24 , 23 22 I 21 I 2' 156 157 I 158 I t59 I I I OR ANY CONVEYANCE WITH A PROSPECTIVE BUYER, I (WE) SHALL
Q PREPARE. AND SIGN, ANU THE BUYER OF THE SUBJECT REAL ESTATE
I
SHALL RECEIVE AND SIGN, A STATEMENT WHICH FULLY AND ACCURATELY
DISCLOSES THAT THE SUBJECT REAL ESTATE, OR A PORTION OF THE
1 SUBJECT REAL ESTATE, IS LOCATED WITHIN A FLOOD HAZARD AREA AND
t ( THAT THE BUYER MUST SATISFY THE REQUIREMENTS OF THE NEW HANOVER
1 COUNTY FLOOD PLAIN MANAGEMENT REGULATIONS PRIOR TO THE ISSUANCE
I I OF CONSTRUCTION PERMITS.
DA SIGNATURE OF OWTVRS 51
�
9.RECORDED BYWj�,,,,��,�.. 7at-zaa�
LOT 77
SON PLACE SECT
AT
MASONBORO WOOD
PART Or
DEED BICOK 1213, PAGE 25E
MASONBORO TOWNSHIP, NEW HANOVER (
NORTH CAROLINA
DEVELOPED BY
S. EMMART, JR'7 .
100 AQUA VISTA DRIVE
[phone]
WILMINGTON, NORTH CAROLINA 28409
0 30 60 120 180
SCALE:. 1"=60' AUGUST
REVISED AUGUST ;
K 9MI MARK
DWWIt.MINGTOIti,
(910)
DICKS®N
Roteigh, NC A:
wmm * Pl xnm • Sun*prs Columbia, SC Ch
L Ndst M Amiiketts Atlonto, GA I

Z BARTON OAKS
CURVE DATA SECTION 2 m j
MAURICE S. EMMART, JR. & 1=11.59'20" MAP BOOK 20, PAGE 75 I I
TAN=24.15'
WILLIAM T. EMMART AS TRUSTEES w RAD=230.00' I I 1
DEED BOOT( 1213, PAGE 258 ram- L=48.13'
DEED BOOK 1763, PAGE 182 CH=48.04' 18
0 25' 25' N24'20'42"E I
9 1 13
o 8
-- W 0 I �
N
74-
1 MAP BOOK 39. PAGE 327 z
N I vi 1 M
_ U 17
I � � 1
CONTENDER LANE I t4 j 7
(PUBLIC 50'R/Mf) 1
M AP BOOK 39. PAGE 327
N /
U I ( 16 , 15
in 1 6
bd
_� g
'5+Z 1 of a I CURVE DATA
o1 :E AN=46.69'
0 N RAD=500.00'
> 9 L=93.11' \ I 1 O z CH=92.98' �+
Z + N25'00'16"E o
FUTURE DEVELOPMENT N63'10'13"W 01 N61'06'39"W \ 5
33
127.61' v 138.00'
N ARC=61.05' 8,734 S.F. w
>, rn 78 N25'26'24"E' ARC-74.19'�'.
CH-61.02' N2f08.40"E 6-5-
7,712 S.F. I CH=74.12 o N
N63'10'13"W o
c N70'1 V 49"w
126.42' ` g6' \ j
4 7,969 S.F. ARC=22.35' 138• $i
as N20'S3' 3 E rnt : 32 4
0 79 CH=22.34 64 S �/ y
8,160 S.F. `
131.02 1 137-�1
N63'1013W 35 /
MARSH WOOD DRI`JE-
tI6s10trW 153.7o' 49
(PUBLIC so' R/W) u 1 BARTON OAKS
MAP BOOK 39. PAGE 327 1' _ SECTION 1 / 1
MAP BOOK 19, PAGE 25
48A ' 31 36
50 J
r'
i
I CERTIFICATE OF ACCURACY AMD MAPPING
1, DAVID M. EDWARDS, CERTIFY THAT THIS PLAT WAS
DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION DESCRIPTION
(DEED
RECORDED IN BOOK / %(e .PAGE_ / ).
••� d�'.
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
-
M
DASHED LINES AS DRAWN FROM INFORMATION AS NOTED;
=
THAT THE RATIO OF PRECISION AS CALCULATED IS
1 : 15,000 ; AND THAT THIS PLAT WAS PREPARED IN
`" NOI
�Q►Q��
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESSMY
ii'�`
ORIGINAL SIGNA RE � REGISTRATION D D20000L
THIS_jj/&DAY OF
AVID M. EDWARDS, R.L.S.
REGISTRATION 140. L-3901
1, DAVID M. EDWARDS, CERTIFY THAT THIS PLAT IS
OF A SURVEY THAT CREATES A SUBDIVISION OF LAND
WITHIN THE COUNTY OF NEW HANOVER THAT HAS AN
ORDINANCE THAT REGULATES PARCELS OF LAND.
ZA aA
DAVID M. EDWARDS, R.L.S.
REGISTRATION NO. L-3901
CERTIFICATE OF APPROVAL BY THE PLANNING DIRECTOR:
THE NEW HANOVER COUNTY PLANNING DIRECTOR HEREBY
APPROVES THE FINAL PLAT OF THIS SUBDIVISION.
01- 20.00 1). NAg"." I SS
DATE PLAN N DIRECTOR
STATE OF NORTH CAROLINA
NEW HANOVER COUNTY
I._ahMl t`'1VRC-r51q REVIEW OFFICER
OF NEW HANOVER COUNTY, CERTIFY THAT MAP OR PLAT
TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING.
REVILS' ttwgtJto
DAB 07-2t9.0D
2526 _-
O ,
!N-
S1 I 30 - 0 37 2 1 I
47
— — MADISON PLACE 1 f �' 52
I m I AAND JUR SDICTIONCERTIFI
CATE OF OWNERSHIP,
MASONBORO WOODS MASONBORO WOODS � � ._-- -� DEDICATION
MAP BOOK 39, PAGE 67 MAP BOOK 39, PAGE 66 -{ 111 j-
o I 1 (WE) HEREBY CERTIFY THAT i AM (WE ARE) THE
1 a I r I I OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED
46 53 29 38 ' 1 HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN
43
_ I OF SUBDIVISION WITH MY (OUR) OWN I tEE CONSENT,
— — AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS
AND OTHER AREAS TO PUBLIC OR PRIVATE USE AS
i NOTED. FURTHER, I(WE) CERTIFY THAT THE LAND
45 ' ' — — _ N I SHOWN HEREON IS LOCATED WITHIN THE PLATTING
�- JURISDICTION OF THE COUNTY OF NEW HANOVER,
i NORTH ('AROLINA.
BARTON OAKS DRIVE S.R. #1789
(60, R/W) — to '
GRAY SQUIRREL DRIVE (PUBLIC) (60' R/W) DATE SIGNATURE OF OWNERS
71, _ _ 01
BARTON OAKS
MASONBORO WOODS I \ MAP BIOOK 19, PAGE 25 cc CERTIFICATE OF DISCLOSURE -
MAP BOOK 39, PACE 67 I ` 0 I ` NEW HANOVER COUNTY FLOOD PLAIN MANAGEMENT
i\ O 1 (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT
24 ( 23 22 ` 21 I 20 ( 156 ( 157 158 I 159 I U) I OR ANY CONVEYANCE WITH A PROSPECTIVE BUYER, I (WE) SHALL
< PREPARE AND SIGN, AND THE BUYER OF THE SUBJECT REAL ESTATE
SHALL RECEIVE AND SIGN, A STATEMENT WHICH FULLY AND ACCURATELY
\ ( I DISCLOSES TSUBJECT FLOOD PORTION AE REAL ESTATE, IS WITHIN AHAZ RD REA SUBJECT AND
THAT THE BUYER MUST SATISFY THE REQUIREMENTS OF THE NEW HANOVER
1 COUNTY FLOOD PLAIN MANAGEMENT REGULATIONS PRIOR TO THE ISSUANCE
OF CONSTRUCTION PERMI .
&ANkA F
DATE SIGNATURE OF OWNERS
a
NORTH CAROLINA
NEW HANOVER COUNTY
STATEMENT: ALL ROAD(S) AND DRAINAGE EASEMENTS ARE
DEDICATED FUR PUBLIC UTILITY PURPOSES.
'' RTIFICATE DISCLAIMING WATER/SEWER SUITABILITY
NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT,
LOTS SHOWN ON THIS PLAT MAY NOT RECEIVE HEALTH DEPARTMENT
APPROVAL FOR ON SITE SEWAGE DISPOSAL SYSTEMS, NOR FOR
INDIVIDUAL WATER SUPPLY SYSTEMS.
CERTIFICATE OF REGISTRATION
BY REGISTER OF DEEDS
STATE OF NORTH CAROLINA
NEW HANOVER COUNTY
FILED FOR EGISTRATION ON THEQQDAY OFjL
20--00AT :40 (AM\,M) AND DULY RECORDED IN AP
BOOK-O AT PAGE S
UM SUE"
�RjGL3 OF DEEDS
� l c;l►�hK.,teJ
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNER'S
ASSOCIATION COVENANTS. CONDITIONS AND RESTRICTIONS BY
REGISTER OF DEEDS
HOMEOWNER'S ASSOCIATIONS COVENANTS, CONDITIONS AND RESTRICTIONS
FILED FOR REGISTRATION ON THE DAY OF AT
(AM/PM) AND DULY RECORDED IN DEED BOOK _,
AT PAGE AND DEED BOOK . AT PAGE
LOTS 64765778 AND 79
MADISON PLACE SECTION
AT
MASONBORO WOODS
a� PART OF
� DEED BOOK 1213, PAGE 258
MASONBORO TOWNSHIP, NEW HANOVER COUNTY
•�' NORTH CAROUNA
DEVELOPED BY
MAUPICE S EMMART JR TRIM
100 AQUA VISTA DRIVE •7
[phone]
W I-MINGTON, NORTH CAROUNA 28409
0 ap S 110 t 0 240
SCALE: 1"=60' JULY 11, 2000
K UM MARKET STREET
YktLAHNGTJN, NC 28401
® [phone]
Roleii, NC Asheville, NC
EApIrAPS-PInwn-Slarvgy" Columbia, SC Charlotte, NC
LAO&WAtdilO * Atlwto, GA Hickory, NC
n PROJECT N'

ft
N
k VU
■
i�l�r►�
FUTURE DEVELOPMENT
CERTCAM OF 2W932uP_
DEiilCATlOM AND AMNS09CTION
I (VAE).HERESY CERTIFY THAT 1 AM (INE ARE) THE
OWNEKS) OF THE PROPERTY SHOWN 404D DESMIED
AEON APO 1119AT 1 (VIE) HE1XBY ADOPT INS PLAN
OF oN *M MY (oft) 04W FREE COI*SE ,T,
AND DEDICATE ALL STREET% ALLY$ WALKS. PARKS
AND OTHER AREAS TO P%MKX oft PRIVATE USC AS
NOTED. FUtTiiM i{INE) CERTIFY THAT TME LAW
SHOWN HEREON IS LOCATED MTM '+1N« PLATMG
JMSFXCWA OF 71HE COUNTY OF NEW HAS,
NORTH CARROUNA.
A707 W.-
MTV
CERTFXAtE OF DISCLOSURE -
N" ft&W= COUNTY FI am B.M KmazMEK
ORANY WT A PROSPECTIVE BUY (1 SHALL Totw ANY fi
PREPAY AND Ste. AND T.iE DUB OF THE SU8XCT REAL ESTATE
SHALL %E A14D SIGN, A STATEMENT WWO4 fVLLY AM ACNE AT LY
OWLOSES THAT THE ACT REAL EST♦.?E OR A PORTION OF T,4E
ACT REAL ESTATE„ IS LOCA70 WlT- A FLOOD 44AZARRD AREA, AM
THAT THE BUYER 0UST SATISFY THE REQUIREMENTS OF THE WS #4AIf h ER
COUNTY FLOOO K AM MANAGEi N't REGULAaIOINS PROR TO THE ISSUANCE
0.:0
& VERY 0
04ARY SUE KITES
TER OF DEEDS
\ 34
r.UIURE DE
32
\
4
35 /
49
13 35
14 a: MRICE S. EMMART, JR. dt �s __,. _ .-
i �� f_
f o LL!A T. EMMAR AS TRUSTEES
+n r® 9ooK 1213. PAGE 258
VV! 3
DM BOOK 1763. PA(X 182 � 31 � � 36
\ GREENBRIAR SOUTH aaz• --- S
- - / MAP t'•s" 35. PAGE 357jw
12
�g a 34 i i FUTURE DEVELOPMENT 4P
_ty0
130.00 3
Co x =
_-- y BARTON OAKS, ;
0 13p ."w $ 36 wp 47 SECTION 1 j �
E-� ►-+� $ n _ MAP BOOK 19, PAGE 25 I 1
z) J .. -'
O 15 � =w � ! � '� 89.74 85.33 82,63 85.53 !)2.85 I36.8 97.25 _ _.___ � � z5' S2
'--
I - i 1 _� !
n 33 P o, � i
a kz x �, W :a ' r_ a3p�. FUTURE t
U � 39 T°g" o O z 3 N 46 MADISON PLACE
;1 •4• _ _ u
C'�s � 4 c��f 37 �' ^ 3$ - CV
39 - 40 - 41 - 42 43 44 53 29 1 i 38 1
--8. < �; o
-----' Rttt� o > i p'2 it7 w`AIE
....v..,. t /
GRAY 5{�Ut 4RE i_ 65 00 . , � �0 00. per, S60.41 ' 171E � 45 � -
ft
CURVE 5 �� ARCa88. C:i CH- ® � S62 1 fi 20'L -7 --- a
(60' R%W) o ��i-- `S8 J4. t 3 AI#C�1 E.63• 1i3° 1018ia t £A ++Iflf - CH-23.12 5#,4-•€2'4g"E 9-42 +"E j
p _ ARC:93. N� 22 43 SS1''�8'35'�76.78' 70.92' 85 65' - 88 00' gg p0' - t06..63' i .25' c#$ �7S't}3 `, ' *' k?il, . Ot�K ;DRIVE S__
_ .. -fit -
S.04• 13.tp 30'47'� _ ARC 23.12 _24� �3 �� T c� p i
00 - - ;ri 1
C5'N o of • f1RC 35. j•� -4-. _` ... �3�•1p E �lRC.7S.82' N61�D'10'W ARC�� 10, ,N T5 CURVE # ��
r 9.?? � _BUR 3 GRAY SQUIRREL DRIVE (PUBLIC) (60- R `a 1 ig - 14 A ,• a '
J 8'Sg �C�10 f - i� - +-- - - -- - �-- - - - - - - - - ----- - - . _ ■ 24 W S72
j Ci{al °8• M61'30'10`W 778.94' P.I.TO P.L 36.87 07C- 2 -
j ; 1
SECTION 2 5t, 0i tj S *09.7 AR �1 33� 3 3 fr
fl
GREENBI SOUTH '�C49• 24'33' - z °� ARC�4.15• _ N6a'3o 1p"1Y AI�C-48.s2° A)g�5.29_ �1.31 �
j MAP SOUK 35,{ PAGE 357 N� 43 42 C 5. - - - -- - i t#j 1' 37 E - --'1 i 26sb3 1p ; O . o
j f C7fa64.13• 29.24 93.� 93.30' 93,30' 93.30 83.3iD' 33.3�' 49.�i3' z+46.8}' ,-- I
' S'°25S. 'P6• 58'Ss•57'£ c -10' UTILITYEASEMENT - - - - --SaS'o1'1 X r�T3�E
=�, x !�, 33� � � � �,� � � �i BARTON OAKS
19 18 17 �" 32 - ; ARC�0-5, � i;
,� Cflt ? ON 4REA 4 I SEC . ON a yy
�; Q 31 s «- _ ss�'4°°4p o4• Q Q i i I MAP BOOK 1�. PAGE 25 a i
i . o� _ 4s i 3� Z i Y K i
m Q W c�Ch
1p • x : Q C Z a U a }
j 1 ^� m 29 �� 28 27 26 25 24 23 22 21 20 �`�= 156 157 i 158
b oa r r o< •k r r r ac. N ,
jjj i
N N I.f N W N w -I
k" 30' DRAINAGE
to' tot' EASEMENT . ta'---------------1 i 1--------'-----
30' DRAINAGE EASEMENT - - y� 40' DRAINAGE UTILITY EASEMENT } j•
- (_ - -- - 92.27' 86.70' 99.90' 93. 93.30' l3.30' 53.30' 93.30' 93.30' 93.30' 93.30' 98.70' ` 147_67'L
is
CERTIFICATE OF ACCURACY AND MAPPING
1, DAVID M. EDWARDS, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVIJON FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION CDEED DESCP PTION
RECORDED IN BOOK j_Z�-PAGE f Z j.
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
DASHED LINES AS DRAWN FROM INFORMATION AS NOTED;
THAT THE RATIO OF PRECISION AS CALCULATED IS
1 : 10,000E ; AND THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS
MY ORIGINAL SIGNA RE, REGISTRATION AND SEAL
THISZ�DAY OF u /y . A.D., 1999.
DAVID M. EDWARDS, R.L.S.
REGISTRATION NO. L-3901
dE _
1, t)AVID M, EDWARDS, CERTIFY THAT THIS PLAT IS
OF A SURVEY THAT CREATES A SUBDIVISION OF LAND
*,.THE COUNTY OF NEW HANOVER THAT HAS AN
MINCE THAT REGULATES PARCELS OF LAND.
DAVID M. EDWA S. L.S.
REGISTRATION 140. L-3901
S55,52 09"E
;3000
0
MAP NOT SUBJECT TO NEW H UNOVE"Rt
COUNTY SUBDIVISION ORDINANCE
oZ- ' "
DATE PI ANNING &4-0; 0R
CERTIFICATE OF APPROVAL BY THE PLANNING DIRECTOR:
THE NEW HANOVER COUNTY PLANNING DIRECTOR HEREBY
APPROVES THE FINAL PLAT OF THIS SUBDIVISION.
DATE PLANNING DIRECTOR
STATE OF NORTH CAROLINA
NEW HANOVER COUNTY
1. SAM auRiLlE55_ REVIEW OFFICER
OF NEW HANOVER COUNTY, CERTIFY THAT MAP OR PLAT
TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUTORY RECKAIREMENTS FOR RECORDING.
RE VILWLFFICLR
CERTIFICATE OF PROPOSED SJBDIVISION ROAD CONSTRUCTION STANDARDS
DEPART'IiENT OF TRANSPORTATION
DIVISIUN OF HIGHWAYS
PROPOSED SUBDIVISION ROAD
CONSTRUCTION STANDARDS CERTIFICATION APPROVED
IS CT N££R
DATE-7hl4w
DONALD A. HANNA
DEED BOOK 1301, PAGE 1187
NORTH CAROLINA
NEW HANOVER COUNTY
STATEMENT: ALL ROAD(S) AND DRAINAGE EASEMENTS ARE
DEDICATED FOR PUBLIC UTILITY PURPOSES.
CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY
NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT.
LOTS SHOWN ON THIS PLAT MAY NOT RECEIVE HEALTH DEPARTMENT
APPROVAL FOR ON SITE SEWAGE DISPOSAL SYSTEMS. NOR FOR
INDIVIDUAL WATER SUPPLY SYSTEMS.
CERTIFICATE OF REGISTRATION
BY REGISTER OF DEEDS
STATE OF NORTH CAROLINA
NEW HANOVER COUNTY
FOR RE^ STRATION ON ENE /� DAY C��, -
9AT,/ ;(A$t\PM) "p, DULY RECORDED IN MAP
FARE
M
CERTIFICATE OF REGISTRATIQN /DIS<_LOSUPE FOR HOMEOMER'S
A, SOUATIQN COVENANTS, CONDITIONS AND FR _STRiCIJONS BY
REGSTER OF DEEDS
HOMEOWNER'S ASSOCIATIONS COVENANTS, CONDITONS AND RESTRICTIONS
FILED FOR REGISTRATION ON THE DAY OF______r;� AT
-,_j,AM/PM) AND DULY RECORDED IN DEED 0CK*
AT PAGE AND DEED BOOK . AT PAGE
REM3i'cM OF MM
IRON PIPE SET AT ALL CORNERS
UNLESS OTHER WISE NOTED.
0 MM*"T (EWSYM)
• MONMENT CMTMX COMM (SET)
PROPERTY UNES NOT SURVEYED
NQiE:
1. THIS TRACT IS LOCATED IN ZONE C ACCORDING
TO F.E.M.A. FIRM MAP COMMUNITY -PANEL NUMBER
370168 0090 E. SEPTEMBER 3, 1992.
2. PRIVATE WATER SYSTEM.
3. COUNTY SANITARY SEWER.
4. NO N. C. GRID A1pNUMENT WITHIN
20M OF SITE.
CURVE # 1 CURVE # 2 CURVE # 3 CURVE # 4 CURVE 5
1-11'32'15" 1-11*32*15" 1-8 21' 1=4'46'27" 1-22.09'41"
TAN=90.00' TAN=75.00' TAN=50.00' T.AN-103.54' TAN=110.00'
RAD=890.90' RAD=742.39' RAD-684.96' RAD=2483.76' RAD=561.68'
L=179.39' L=149.49' L=99.82' L=206.96' L=21 r.25'
CH-179.09' CH-149.24' CH-99.73• CH=206.90' CH-215.90'
N67'16.17"W N67'16'17"W N57'19'40"W N5W45'56"W N59'27.48"W
.z-
N TE
THIS MAP SUPERSEEDS THE MAP RECORDED &
IN MAP BOOK 38, PAGE 278.
VIM
-
M�
o�
M A S 0 N mu 0 nm 0WOODS
PAR T OF
DEED BOOK 1213, PAGE 258
MASONBORO TOWNSHIP, NEW HANOVER COUNTY
NORTH CAROLINA
DEVELOPED BY
MAURICE S. EMMART, JR., TRl10`11"EE
100 AQUA VISTA DRIVE
[phone]
MI-MINGTON, NORTH CAROLINA 28409
30 60 120 180 240
SCALE: 1 "-60' JULY 2. 1999
909 MARKET STREET
WILMINGTON. NC 2840a
(910) 762-100
Engbeers
PlonnSON Raleigh; NC AshrAfe, NC
laners Columbia. SC Chcriatte. NC
Surveyors Ationta, GA Hickory. NC
PROJECT NO. V470t.85
r