SW8061018_APPROVED PLANS_20070316

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Qln 101 S
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zoon 0$1
YYYYMMDD

I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; THAT THIS PLAT
WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS
AMENDED. WITNESS MY ORIGINAL SIGNATURE,
LICENSURE NUMBER AND SEAL THIS __-_-
DAY OF 20-- .
JOHN L. PIERCE P.L.S. L-2596
m
NOTES: \\ g)nI o)D Vcy S- -
1. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR SIDEWALKS LO Z T I NVI'
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT
ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC
TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE -
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN
THIS CLEARANCE. I I ✓ / / (75 ) \\ 11
2. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER I I
WATER AND SEWER MAINS.
3. ENTIRE LOTS ARE WOODED AREAS I DXUPLEX / \�
4. THERE IS NO AREAS OF CONCERN UNLESS OTHERWISE NOTED I XISTING
5. PROPERTY IS NOT LOCATED IN A FLOOD ZONE ACCORDING TO FEMA E
MAP 3720439600J, ZONE X, DATED NOVEMBER 3, 2005.. \ I DUPLEXES O \ \ A►4
\
I
' EXIsTIN \ D. &U. E• \ / / \
/ DUPLEXESDI
TOP=29.49 L g �g G
NV=26.11 \ DUPLEXES
ZONE - TCA \ _
I� PINEWOOD DOWNS SECT. II- PART A
M.B.22 P.231 TCA
I ZONE _ \
\ \ I PI 'l
I IINV=25.a2 - \ I I �uPLzs - NEWOOD DOW -
( 86 _ ( \ \/ I I (7g) AANS SECT. II- I�Su x (77 )
6 24 .181 PART g 1-
1.117 29.35 JUNCT. BOX x F.E.S. �) ( 85 ) 84 ) (83 I I \ I +30.64 P II I Lu
INV=26.18 I INV=25.84 / _ IN I I I
2 29 40 TOP=30.00 JUNCT. BOX + / ) I rn \�'
- - - - - - - _ - TO 2.
x I QROP INLET 31.01 REGRADE EXIST DITCH DRAINAGE
I L 0 PROVIDE POSITIVE II a
TOP=32.5 INV=25.80
B' wooD FENCE - -30- - - 29 9 TOP-29.5 F.E.S. CB W EXISTING I �:
29. x TOP=29.Da r
3AIR - - -1 - - - - EIS EIS Elp INV=25.5 EIS INV-27:34 DUPLEX I�
IM - - -- 29.38 --------30------ ----- 0----------------- g 2 NVS25.2 _ 78 ) \�n5 L
30.79 +3 2 ( IN
�¢ I + TC
$ FX. ,5_CMP,�- 9.40 2S 30.17 28 - - - - - _ ,� - 31.29 ,c
2a•o3 29.26
F
SIDEWALK
29.2
W Z
Lt1 <.
N �
29.28
V) ;I
� z9.ac
Z
Q
W
Lei
I-
PAVEMENT REPLACEMENT
(a- ABC/1.5• sF9.5)
29.57
V
29.88 /
29.81 9.83
( 3
I
I
5� A�
STOP SIGN /_
UE UE
/ 0.36
/
30.23\
30.18
tNV=24� 15•' CMPt�= 0.55
/ I 0.71
/ 42 -
_
( 30.50 PAVEMENT R LAGEMENT
(B• ABCr.3'
9F9.5)
\ T/
. 30 , 84
6 I
.
NV=27.85
-E ------- E ------- E -IE
I
I
+30.39
LEGEND:
EIS =
EXISTING IRON STAKE
SIS =
SET IRON STAKE
CB =
CATCH BASIN
RCP =
REINFORCED CONCRETE PIPE
N/F =
NOW OR FORMERLY
R/W =
RIGHT-OF-WAY
M.B.L.=
MINIMUM BUILDING LINE
CA -
CENTERLINE
SL =
SECURITY LIGHT
PP =
POWER POLE
--E---- E- =
POWER LINE
WV =
WATER VALVE
WM =
WATER METER
FH =
FIRE HYDRANT
SSMH =
SANITARY SEWER MANHOLE
TS =
TELEPHONE BOX
D.U=
DRAINAGE & UTILITY
JB=
JUNCTION BOX
DI=
DROP INLET
CMP=
CORRIGATED METAL PIPE
=
PROPOSED STOP SIGN
G-
= TRAFFIC FLOW
S
= PAINTED STOP BAR
= HANDICAP ACCESSIBLE
-SF-
= SILT FENCE
= PARKING BUMPER
b
- PROPOSED EXTERIOR LIGHTING
IREF: D.B.2410 P. 259
kis�3 l�
..: k
I
+30 75
... �III�. �• i . " . Via: �. :..
. � 1•.� � •� . � +� ,. , '.• �., • "tom •� � ."•
.. 1 '.• .-. ---
l
�iIIY L• - =�
I. 1
N
O
Iy'
o
30.2Q j��nvi
- I "I"
L4 C
W =C
O
Ir
4 C I
I III 1 I
I
p
:I 1
C'
:1;-i _
I O'm -
o
30.9 `1:0--zi
IO m
_ w=z _ -
C,
I IN
Cc-=z
m I
30.45
IgV-,12.0
+3
60
/ - -
30.71 - 1 IN _ 1 1
�(A
..... ._
__---g q IF
6 R OF DRAIN
8 ROOF DRAIN 30.60
-
-
'"�� �_' M " --.-
- - 1 INV=3
6 ROOF DR IN
WIDE ASHPALT TRAIL
/'29.46
-2zoo -
�� I
ki
®-
n
RRSP
7 _
LI Z42W& .
IMF
o
N.C. 24
VICINITY SKETCH
NOT TO SCALE
35.2 X 20' D.&U.E,
F.E� S (2) 1 +30.22 A
ISPECIAL
NOTE: DRAINAGE
CALCULATIONS SUGGEST
DOWNSTREAM CHANNEL
(DITCH) AT THIS LOCATION IS
MARGINALLY ADEQUATE TO
ACCOMMODATE FLOWS FROM
THIS PROJECT, HOWEVER, NO
ANALYSIS OF EXISTING
STRUCTURES DOWNSTREAM OF
THIS LOCATION HAS BEEN
_3?
PERFORMED.
.E.S.
W-27.25
2.18
'118 1 .0' (TYP .
r a 2 0'
151,11 I I I n
31�3 z SON R INV=27.51
Iv y w 1 I ti1.75I I I TOP=31.
N IEll I O+
m jQ- +32. Z1 I
INm-1 I w=C I
•32.0 I P. CONSTR +31.57
INV=31.1 I I [-j NTRANCE
-6" ROOF DRAIN - I V-30.2 1-
.7 - - - T S149.�6 - _ 14' TRAIL & GREENWAY EASEMENT ,
--- _
+29:42 29.52+ +070 - - - I - - - - - 6" ROOF DRAIN 5
_ _ �---os`_ +
30.51 �� 7 P - +2A�P81CW LOCATION. OF �'�' ER (�11y€ 27. -
0.52-�-+0.52 --i-3o -}--------30----i-z�ri------------ �\z8.o1- _
-�3o.s3 LIBERTY RIV o.63 30. - - - - - -+ _ - _ --fc�s�IrcH _ _ --F-�t - - -
�6P 2 28. SI - - 0. A
'-FOUR ROAD - 0' R.W (PUBLIC) EPK�_ �so.79 - 3o.7s --+- - _ _ - - 967 c� - -- _
-� 30.94 �- �. -
30.37 31.0�--Z -- - - 2 - =F� _ -30-
30 45 30.49 +30✓ 52 30.3 30.403(n1 + �- - _� -
' 3079
t I 30.43 EOP +30.59 30.�9 3@3 70 30.84 -� _31.25- -�._ 7 �_
FD \ \ +�+22gU9K�4� / 30.45 SSMH ® 30.19 �_ +30 7 EOP -- -- -- - �31.27---207-�--��3�1.E ------ \\/) `3a INV = 25.3 36.7' 30.89 \1.33� 14 +31.38 +31.25 LIBERTY Y DRIV , --30�
30.28 + + 31.42 31.41 r�
TOP _ 30.45 3,• + ERT �3.ss-
+30.05 +30,40 / \ / EGPP+31.3T 'Si 23 E-�3 0 R/W (PUBLIC
GRAVEL 3-' L 31.36 31.s4 -'L 31.27 1' -
DRAINAGE PIPE CHART I DRIVE I APPROX. LOCATION OF 8 SEWER LINE I 1s.s' � ssMH __�\ 30.88 +-- {_
I- TOP = 25.64 119.0' 31.61 ��. =_ .�307 � - � 1 _
I I Q W INV = 25.95 J If_ \ �� 30 0 130 30.73
OUTLET
w N.61 F O -� GRA 7-
ARE], Q10 DIAMETER GRADE LENGTH VELOCITY SITE DATA: OL _ > 0.56 W -�� ��
PIPE (acre:) (cfs) (inches) (96) (if) (fps) NUMBER OF LOTS 65 Q p I I .1• DRIVE
"Al" 0.4< 1.93 is" 0.59 l61 NUMBER OF EXISTING BUILDINGS = N/A Q APPROVED s.-
"A2" 0.81 3.43 15" 0.59 58 EXISTING USE(S) - VACANT/UNDEVELOPED F�- 30.58 P = 29
V = 26.72
"B^ 1.14 9.49 18^ 0.56 68 PROPOSED USE(S) =TWO-STORY TOWNHOMES SETBACKS: AIOATHCAROUNAENVIR � O'3�DEAD END)
"c" 1.7( 7.30 15" 4.10 10* 6.5 NUMBER FOOTAGE
UNITS (COMMERCIAL) = 65 BUILDING SETBACKS FROM FRONT AND REAR LOT BOUNDARIES AND FROM MANAGEMENTCORNI 10 > "El 1. 8! 1.85 15" 1.00 20 SQUARE FOOTAGE OF PROPOSED BUILDING(S) = 63,093 S.F. ALL BOUNDARIES ABUTTING PUBLIC STREETS, PRIVATE STREETS OR DRIVES, ' I *APPROX. 579.58' BETWEEN 0� l � T�j "E1" 0.41 1.85 15" 1. oD 39 SQUARE FOOTAGE OF EXISTING BUILDING(S) = N/A DIVISIGN OF WATER Q LIT 0 1 V gJ "E2" 0.91 3.59 15" 1.00 108 SITE ZONING - B-1 AND PARKING LOTS SHALL BE AT LEAST 10 FEET. BUILDING SETBACKS �A p
"F^ 1.0E 4.26 15" 0.74 35* 6.0 TOTAL ACREAGE = 122,281.45 S.F (2.81 AC.) FROM COLLECTOR STREETS SHALL BE AT LEAST 20 FEET AND SETBACK
"G^ 1.2; 4.85 15" 2.17 23 8.0 ACREAGE OF LAND TO BE DISTURBED AND EXPOSED = 122,306 S.F (2.80 ACRES) FROM LARGER THOROUGHFARES SHALL BE AT LEAST 25 FEET. SETBACKS JAN 1 1 2007
"H^ 3.40 15"CMP 0.25 4 ACREAGE IN ACTIVE RECREATION SPACE OR COMMON AREA - N/A
"I^ 8.00 15" 1.50 4* NUMBER OF UNITS (DWELLING, COMMERCIAL): 65 FROM STREETS SHALL BE MEASURED FROM THE RIGHT-OF-WAY.
"s^ 11.4 30" 0.13 230 3.5 OWNERSHIP STATUS (RENTAL, CONDOMINIUM'S, ETC.): OWNER DRA 4AGE AREA SUPPLEMENT SC/V DWQ
w (p(U($
"x^ 2.36" 0.13 86 TYPE OF UNITS = TOWNHOMES CORNERSTONE VI LL A G °J
"L^ 25.3 36" 0.13 75 3.8 DENSITY = N/A
"N^ 60" 2.69 26 10.0 NUMBER OF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) = PREPARED FOR OWNER
97.5 (1 1/2 PER UNIT)
If Area <10 A: If Area > 10 Ac NUMBER OF COMPACT SPACES ALLOWED (259" FOR LOTS W/10 OR MORE SPACES = 25 - - - - H A TC O INC.
PREPARED BY
Q=CiA Q=281 x DA RCP = Reinforced Concrete Pipe NUMBER OF PARKING SPACES PROPOSED = 97.5 W/O COMPACT (INCLUDING 4 HC) I CONIC. CONIC. I CONC. CONC. CONIC.
tc=5 min. where DA=A/690 LF Linear Feet NUMBER OF PARKING SPACES EXISTING = N/A PATIO PATIO PATIO PATIO PATIO
ii0=7.17 in/lr. FPS -Feet per Second NUMBER OF PARKING SPACES PROVIDED = 110 W/0 COMPACT (INCLUDING 5 HC) W M JOHN L. PIERCE &ASSOCIATES P.A.
c=0.ss MAP BOOK AND PAGE NUMBER M8.49, PG.15 ;.�
DEED BOOK AND PAGE NUMBER = 08.2514, PG.906 & DB.2514, PG.903 n NOTE: TAX MAP AND PARCEL NUMBER = 352-4.5 & 352-4.7
1. Contractor shall use NCDOT approved RCP or HDPE (2 wall) for all pipes UTILITY COMPANY - JONES ONSLOW ELECTRIC z_r I 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
underneath NCDOT and/or Private roadways. CALCULATION OF REQUIRED LANDSCAPED AREA - 5,024 S.F. ?Z PHONE: [phone] DATE: AUG. 31, 2006
2. contractor may use NCDOT approved RCP or HDPE (2 wall) in all CALCULATION OF VEHICULAR SURFACE AREA EXISTING = N/A
other ar®s including driveway pipes. CALCULATION OF VEHICULAR SURFACE AREA PROPOSED - 41,865 S.F. �p O JOB # 268479 F.B. 758 P.G.58-60
IMPERVIOUS SURFACE AREA (EXCLUDING BUIMPERVIOUS SURFACE AREA (INCLUDING BUILLDINGS))= 1515,636 S.F. 1-~ SCALE: 1"= 30' FILE: FOUNTAIN, SANDRA (SITE)
RIP RAP SCOUR PAD SCHEDULE REQUIRED LANDSCAPING:
REQUIRED INTERIOR LANDSCAPING - 2,512 S.F. I PORCH' I PORCH I PORCH
PROVIDED INTERIOR LANDSCAPING = 3,395 S.F. -
REQUIRED EXTERIOR LANDSCAPING = 2,512 S.F. TOTAL - 80.33' GRAPHIC SCALE
Sized usingNYDOT Dissipator Charts. PROVIDED EXTERIOR LANDSCAPING = 2,512+ S.F.
TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) SITE SETBACKS: TYPICAL BUILDING LAYOUT as C 15 30 Lw 120
VELOCITY LENGTH WIDTH TYPE 122,307 S.F. (2.80 ACRES) FRONT = 25' OWNER/DEVELOPER
RRSP R fps) ZONE (feet) (feet) STONE IMPERVIOUS SURFACE RATIO = 0.95 (MODERATELY HIGH) TOTAL NUMBER OF SPACES - 110 (W/5 HC) I NINE NINE
1 6.5 z 9 5 cl"B" SIDE = 5
2 6.0 2 8 4 Cl"B" N OF TREES REQUIRED = 15 1i45 CALDE SGATE DRIVE N OF TREES PROVIDED = 15 REAR = 10
( IN FEET )
3 8.0 2 8 4 C1"B" N OF SHRUBS REQUIRED - 132 JACKSONVILLE, NC. 28546 1 inch = 90 ft.
4 0.0 2 30 15 C1"B" # OF SHRUBS PROVIDED = 132
910-455-2977
(SEE DETAIL SHEET FOR REQUIRED TREES AND SHRUBS) SUPPLEMENT 1 OF 1

I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON): THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; THAT THIS PLAT
WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS
AMENDED. WITNESS MY ORIGINAL SIGNATURE,
LICENSURE NUMBER AND SEAL THIS -1
DAY OF
aun n f11Tu tb��i
(�<\,a� CAR�e
PIER . _
y`xi}IN L PEE�.SS L-259
SEAL
0.
vO4bSUF3r�QV$ El
I_ . 'j'��
a�
""nunmttt�tt\\ ECM T b43'
III
LLJ
0
W
U
Z
III
PAVEMENT REPLACEMENT
(r ABCA.5' SF9.5)
R
.X
STOP SIGN -Uf }-LE I UE E-uE-
I S
I rJ v=28.33 S�A�- �LP
�
U PAVEMENT T
(IY ABC/I .5) -►
PIK
g 1R V=27.85
LEGEND:
EIS -
EXISTING IRON STAKE
SIS -
SET IRON STAKE
CB -
CATCH BASIN
RCP -
REINFORCED CONCRETE PIPE
N/F -
NOW OR FORMERLY
R/W -
RIGHT-OF-WAY
M.B.L.-
MINIMUM BUILDING LINE
CA -
CENTERLINE
SL -
SECURITY LIGHT
PP -
POWER POLE
•-•E--- E- =
POWER LINE
WV -
WATER VALVE
WM -
WATER METER
FH -
FIRE HYDRANT
SSMH
SANITARY SEWER MANHOLE
TB -
TELEPHONE BOX
D.U-
DRAINAGE & UTILITY
JB-
JUNCTION BOX
DI-
DROP INLET
CMP=
CORRIGATED METAL PIPE
-
PROPOSED STOP SIGN
= TRAFFIC FLOW
= PAINTED STOP BAR
- HANDICAP ACCESSIBLE
-SF-
- SILT FENCE
- PARKING BUMPER
d
- PROPOSED EXTERIOR LIGHTING
REF: D.B.2410 P. 259
NOTES:
1. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR SIDEWALKS
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT
ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC
TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN
THIS CLEARANCE.
2. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER
\\
A
(75)
WATER AND SEWER MAINS.
3. ENTIRE LOTS ARE WOODED AREAS I I V F_XUSILINC \
4. THERE IS NO AREAS OF CONCERN UNLESS OTHERWISE NOTED I EXISTING I
5. PROPERTY IS NOT LOCATED IN A FLOOD ZONE ACCORDING TO FEMA I OUFLEXES
MAP 3720439600J, ZONE X. DATED NOVEMBER 3, 2005..
\ ` EX
\! \ \ DUPg
LEX ( 76 ) \
DI a.
TOP=29.49 DUP ENXES
INV-26.11 / L _
�j ZONE - TCA \
PINEWOOD DOWNS SECT. II- PART A
J III E�III ) (`\ ZONE
M.B.22 P.231 _ TCA
PINEWOOD DOWNS SECT.NV=2s.62 U�xs � I "gu
Lc(7g
(85) (8411.11.24 P.181- I
)
PART B I W
_ II W Eg
r -._.. � ?oa-2s.O6 I � DUPLEXG �
" L3 ES L4 EP S 74'34'41" E 144.76' EIS Nv=2z34 2 I \�
I 1 EIS S 74 O9'34" E 104.41' EIS ".4 _ (7$ )
--------- Li
q
Is- u - - INV=25.83 q
�� C1 - _ - - _ - - INV=26 97 S 66'4gb0" \ (r
24.0'
T=27.00 -
= VEGETATIVE GROUNDC13VER
OR SMALL SHRUB
= DECIDUOUS TREE
= MULCH GROUNDCOVER
NOTEt ALL LANDSCAPE AREAS NOT
MULCHED SHALL HE SEEDED OR SODDED.
-10
r- -T- - -� r .- T- � a `
TIT = TT r -
O
0 0
-12�A
W
C �a
cq
.338 S.F. t'
It:
_ ! -- - Y INV=26.98 E 277.7
PROPOSED �-
11 I T
1© I�x I 14 I Q DSEEPDTTAI PAD I R_ I I r -T-
T
N3 O O❑ O I c INOj I 99 I Q ggZg I >
09)
VAI PROPO 5' SIDEWALK ON J
372 S.F, 4
24.0' 242 S.F. 215 S.F.
337 S.F. G�
I 1 -I 1 X;; 0 SF. c�,225 S.F.
-9
'204 S.F. �-
201 S.F. G"r•
^ - I- - 2507S.F", -�`�Y 24..0'
I I a .I i^If-I -8 ISPAlFrc_ i I
VICINITY SKETCH
NOT TO SCALE
20' D. &U. E. /
A ®a''\ cumi
SIS
O
N
Lu
SIDEWALK
III-i I I IO ® + I® cy
I4 24.0'
XZ1 ® ® OP CI m ®®
m ® I 2N~
I m I (��I
-J Lrn
-
J� I
8' WIDE ASHPALT TRAIL
f2' W - 169.18CII� - - EIS - N 7305'12' W 99.76' FH _
SIS 14 TRAIL & GREENWAY EASEMENT
- - N 72'06'30" W 99.91' SIS I
- _ N 71"15'13' W 100.27'
APPROX. LOCAMON OF 8' WATER LINE - N 7024'
LIBERTY DRIVE -- --- -- - - _ IT ----- 34_!±__too.at _ s1s _ 99.6a
CA DITCH - `- -" 892'19" W SIS
-FOUR ROAD - 60' R,W (PUBLIC) EPK - - ---------_ - _` -- - - _ - N 6 434_ w �' Sls
DSi T- EOP SSMH -••�- II EDP
Fo
�- LI -`E_R_T�E- DRI
P INV 25.31 36.7' VE -_`6
-0Z.`�
K- -_
- - U
GRAVEDRIVEL I APPROX. LOCATION OF 8" SEWER LINE 16.6' SSMH ! - -_-.� _ / - ' - _
f- TOP - 30.64 9.0' I _
DRAINAGE PIPE CHART I I i Q INV - 25.95 J W �\r_ / �o�-- �GRA VELT _
OUTLET = _� I Q
ARI F. Q10 DI7:bi-;TER GRAD LEI7GTH VELOCI9fY SITE DATA. (� R I =, 26 1' / DRIVE S SSM
PI FF. (acres) Iefs) (ind es) (_:1 (lf) (fpsj NUMBER OF LOTS - 65 Q O CL = 299
"71, C . , <, 1 . 93 1 . 0. o 9 3) NUMBER OF EXISTING BUILDINGS = N/A F-
"A2" a.:-, 3.43 1 0.s9 59 EXISTING USE(S) - VACANT/UNDEVELOPED R INV - 26.72
PROPOSED USE(S) - TWO-STORY TOWNHOMES (DEAD END)
'•R" 4.99 i +" D. _,6 s? SETBACKS: APPROVED
.'0 6.70 1+^ 0.80 10' 6.5 NUMBER OF UNITS (COMMERCIAL) - 65 BUILDING SETBACKS FROM FRONT AND REAR LOT BOUNDARIES AND FROM
"O" 5 7. 30 16" 4. ] a >.e, SQUARE FOOTAGE OF PROPOSED BUILDING(S) = 63,093 S.F. NORTH CAROLINA ENVIRO MET OAPPROX. 579.58' BETWEEN DEAD END MANHOLES
"Ll" 0. 1.85 15" 1.00 39 SQUARE FOOTAGE OF EXISTING BUILDING(S) - N/A ALL BOUNDARIES ABUTTING PUBLIC STREETS, PRIVATE STREETS OR DRIVES, MANAGEMENT COMM[ SI01� I
"E2" 0. 1 3.59 1`:" 1.00 toe SITE ZONING - B-1 AND PARKING LOTS SHALL BE AT LEAST 10 FEET, BUILDING SETBACKS
"F" 1 .' 8 4.26 3 5" 0.74 35. 6.0 TOTAL ACREAGE = 122,281.45 S.F (2.81 AC.) FROM COLLECTOR STREETS SHALL BE AT LEAST 20 FEET AND SETBACK DIVISION OF WATER QUALITY
1.. 3 4.85 15" 2. 1'23 8.0 ACREAGE OF LAND TO BE DISTURBED AND EXPOSED - 122,306 S.F (2.80 ACRES) FROM LARGER THOROUGHFARES SHALL BE AT LEAST 25 FEET. SETBACKS I(p_YR-2w}
3.40 1"cmp 0.25 4 ACREAGE IN ACTIVE RECREATION SPACE OR COMMON AREA - N/A FROM STREETS SHALL BE MEASURED FROM THE RIGHT-OF-WAY.
8.00 15" 1.50 4t NUMBER OF UNITS (DWELLING, COMMERCIAL): 65 PRELIMINARY/GENERAL PLAN
11.4 31" 0.,6 3 293.5 OWNERSHIP STATUS (RENTAL, CONDOMINIUM'S, ETC.): OWNER CORNERSTONE VILLAGE RECEIVE
^e:" 2.3,, 0.' 3 eTYPE OF UNITS - TOWNHOMES
25.3 3d" 0. -3 75 3.8 DENSITY- N/A
^nr' 6,!" 2.59 26 10.0 NUMBER OF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) - PREPARED FOR OWNER JAN 0 4 2007
97.5 (t 1/2 PER UNIT) H ATCO INC.
If 4-ea cte ac It Area > t�,. nc NUMBER OF COMPACT SPACES ALLOWED (25x FOR LOTS W/10 OR MORE SPACES - 25 r - - - - T - - - -- - - -1
Q=CiJ Q 281 x Dn RCP - Reinfor ed Com;rete £ipe NUMBER OF PARKING SPACES PROPOSED - 97.5 W/O COMPACT (INCLUDING 4 HC) I CONC. CONIC. I CONIC. CONC. CONC. I DI
to-!)T-r.. were rA-A/640 LF !dnear lest NUMBER OF PARKING SPACES EXISTING - N/A PATIO PATIO PATIO PATIO PATIO PREPARED BY 'IRM# SIAJ$ blo O
ci0- --' in ter. res - _set pee seconi NUMBER OF PARKING SPACES PROVIDED - 110 W/O COMPACT (INCLUDING 5 HC)
c=c.'S MAP BOOK AND PAGE NUMBER - MB.49, PG.15 W JOHN L. PIERCE &ASSOCIATES P.A.
DEED BOOK AND PAGE NUMBER - DB.2514, PG.906 &D8.2514, PG.903
NOTE: TAX MAP AND PARCEL NUMBER - 352-4.5 & 352-4.7 I I 1-M I I 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
1. 'on',rac'.cr sha 1 use %CDOT approved RCP or HDPE (' wall) for a_1 pipes UTILITY COMPANY - JONES ONSLOW ELECTRIC j = q
-derne ;th NCD:-�T and/%r Pr.,ate roa:Iways. CALCULATION OF REQUIRED LANDSCAPED AREA - 5,024 S.F. I Z PHONE: [phone] DATE: DEC. 21, 2006
2. rcn.rac'cr may use NCDOT approved P,.tp or H-)?E (,. wall) in all CALCULATION OF VEHICULAR SURFACE AREA EXISTING - N/A �3 I I- JOB # 268479 F.B. 758 P.G.58-60
. tner A_cas in-ludina drivcwty pipes. CALCULATION OF VEHICULAR SURFACE AREA PROPOSED - 41,865 S.F. p O
IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) : 52,543 S.F. I- ~ SCALE: 1 "= 30' FILE: FOUNTAIN, SANDRA
IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) - 115,636 S.F.
RIP RAP SCOUR PAD SCHEDULE REQUIRED LANDSCAPING:--110.0 10.01-- (BASE(DEC.06)
REQUIRED INTERIOR LANDSCAPING - 2,512 S.F. MIN. SPACING PORCH PORCH MIN. SPACING
PROVIDED INTERIOR LANDSCAPING = 2,634 S.F. BETWEEN BLDGS. BETWEEN BLDGS. GRAPHIC SCALE
REQUIRED EXTERIOR LANDSCAPING - 2,512 S.F. TOTAL - 80.33
svaJ us.: i NYDOI Dissicator Cr arts. PROVIDED EXTERIOR LANDSCAPING - 2,512+ S.F. PORCH
TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) - TYPICAL BUILDINQ SITE SETBACKS:
JO 0 15 70 120
ELOcily 13NGTH 'a1DTE -Yee 122,307 S.F. (2.80 ACRES) OWNER DEVELOPER
RR r b (fps) zr14E :feet) (feet) :TONE IMPERVIOUS SURFACE RATIO - 0.95 (MODERATELY HIGH) FRONT = 25' TOTAL NUMBER OF SPACES - 110 (W/5 HC) 1
6.5 9 5 1„B„ 11 OF TREES REQUIRED - 15 SIDE 5 HATCO, INC.
6.0 8 4 c1"6" $ OF TREES PROVIDED - 15 REAR = 10' 145 ALDERSGATE DRIVE ( PST )
8.0 8 4 1"B" III OF SHRUBS REQUIRED - 132 JACKSONVILLE. NC. 28546 1 inch - 30 &
4 10.0 30 1i "a' # OF SHRUBS PROVIDED - 132
910-455-2977
(SEE DETAIL SHEET FOR REQUIRED TREES AND SHRUBS) SHEET __1 - OF - �-
�L
1�CA DITCH IIv=25.9

I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; THAT THIS PLAT
WAS PREPARED tkAGG DANCE WITH G.S.47-30 AS
AMENDED. 1Qk $6 h1�hq
NAL SIGNA RE,
LICENSURFR'A?ID THIS
DAY OF
JOHN Lc PIE it `LS.9659
0 2� SUR�`�l
%yN L . p�.FT
PAVEMENT REPLACEMENT
(E' ABC/1.5- SF9.5)
NOTES-
1. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR SIDEWALKS \\
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT
ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC I \
TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE \
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN _ \
THIS CLEARANCE. I / ( 75 )
2. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER \ ` � \
WATER AND SEWER MAINS.
3. ENTIRE LOTS ARE WOODED AREAS C E g G
4. THERE IS NO AREAS OF CONCERN UNLESS OTHERWISE NOTED I EXI TINgg I O I ` DUPLEX
5. PROPERTY IS NOT LOCATED IN A FLOOD ZONE ACCORDING TO FEMA 6URLEXES
MP 3720439600J, ZONE X. DATED NOVEMBER 3, 2005.. \ O \
E G \ D.&U.E.
X\
TOP 29/ DU / f
INV:26.11 11 � PLEXES!�
ZONE - TCA \
�PINEWOOD DOWNS SECT. 11- PART A _ I-
A�F M.B.22 P.231 \ -.� EE gg G I PI
INV-25.82 \ / I DUPLEXA
ES - NEWOOD ZONE TC DOWN I ) nNG 77
- - \ \/ I t I (7g) M.B. S SECT
11_ P �uiEX (� )
JUNCT. BOX ! ' F.E.S. (86) (85) (84) (83) I 24 P.181 �� R T B
INV=26.18 INV 25.84
TOP=30.00
JUNCT, BOX I / \
INV=27.33 x I DI f I REGRADE EXIST DITCH 0 PROWDE POSITIVE DRAINAGE / 1S
_ TOP=32.5 111411 L gg ' W 5• WOOD FENCE _ - - - -08_ - TOPiii-29.5 F.E.S. OPB29.08 C2 EXISTING _
EIS EIS pp INV=25.5 EIS �wv�2T.3a /1 F.E.S. = DUPLEX
--30----- -- ------ //
INV=25.2 \ s
_FX.1 W LMP ( J :. r ri .- 28 UL28
I .rs .- ��RRSP 3 28 4 o -i JUNCT. BOX
- - -
Aj AI Y - - "`-- �_
• .. DRA _ - - TOP-30.0
-INV-2 .3 T �J L NV i �'
1 VM31.1 INV-32.0 "° V=3,2. ROOF DRAT ' -
LLJ
+� r Ny=3.1 +�r DRAIM--
zri zri I-n I PROPOSED ''R
z3 M I M Z=n DUMPSTER PAD ! �-nw -- _-
NV� 7.25 ��� ��� I I N I I SEE TAIL).fi n m I z NV- 0.2 INV-32.0 r •�. '_"`
�3 Q� D D D•D j I
O
7L3A Ic ~ 1 I I InI I 52 ;(
rsQ� n a
i
INV-28.05
10P-31.63
19.0,
to
•r
Mm
STOP SIGN bE I uE
S
IN 1=24.33 io�
PAVEMENT ENT
(S' ABCA.5' .5)
II E K
NV=27.85
E
TOP 29.97
INV = 96. SR
LEGEND:
I
EIS -
EXISTING IRON STAKE
SIS -
SET IRON STAKE
CB -
CATCH BASIN
RCP -
REINFORCED CONCRETE PIPE
N/F -
NOW OR FORMERLY
R/W -
RIGHT-OF-WAY
M.B.L.=
MINIMUM BUILDING LINE
CA -
CENTERLINE
SL -
SECURITY LIGHT
PP -
POWER POLE
-E-E-=
POWER LINE
WV -
WATER VALVE
WM -
WATER METER
FH -
FIRE HYDRANT
SSMH =
SANITARY SEWER MANHOLE
TB =
TELEPHONE BOX
I
DRAINAGE & UTILITY
JB-
JUNCTION BOX
DI-
DROP INLET
CMP-
CORRIGATED METAL PIPE
�=
PROPOSED STOP SIGN
Q'�
= TRAFFIC FLOW
St
- PAINTED STOP BAR
= HANDICAP ACCESSIBLEnjjp.,
-SF-
=SILT FENCE
- PARKING BUMPER
=
LA
•4-
- PROPOSED EXTERIOR LIGHTING
= =
j
GRADING
h DRAINAGE DESIGNED BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3517-3 FREEDOM WAY. HUBERT, N.C. 25539
PHONE: [phone] - FAM [phone]
REF: D.B.2410 P. 259
j AoN I
�L
ItR.+IC: I I �•� .0' (TYP
_
z I I I �0=
IN = 11 I INm
- - L INV=3
32.0 I Ifn=1 I I Iz I I
N V-31.1 `I I
o INm
8 ROOF DRAIN I V.30.2
6' ROOF DRAIN
8' WIDE ASHPALT TR
RRSP
�a
N. C• 24
VICINITY SKETCH
NOT TO SCALE
.E.S.
20' D.&U.E../
4
°,1pEGl� NOTE DRAINAGE
CALCULATIONS SUGGEST
DOWNSTREAM CHANNEL
(DITCH) AT THIS LOCATION IS
MARGINALLY ADEQUATE TO
ACCOMMODATE FLOWS FROM
THIS PROJECT, HOWEVER, NO
ANALYSIS OF EXISTING
STRUCTURES DOWNSTREAM OF
THIS LOCATION HAS BEEN
PERFORMED.
R Al INV-3 °oo00 0. °p
EIS�.... .,,,...,...,, 14 TRAIL do
SIS _ '" rrn . - - GREEN EASEMENT 6' ROOF DRAIN
_ _ 5' _
- SIS "."°•"+',:.• mtir ,•TM^-..,..mr,.m,. S---_
PPROX. LOCAn WATER _ - = _
�. � -�- •�- �- �. �_ -- -- -- -� ��' --0£ .- -.. - .�--�,_�-`'e•r•` ...�
EDP
LIBERTY DRIVE - - - __ - ` - ITCH _
-- � SIS ° o 00
'-FOUR ROAD - 60' R.W (PUBLIC) EPK 30
}�- -_ _ - -- - - _ •1 °O u oo $°
DIRT 1 EOP�EIM$
EOP
\ Fo -®•--� -------zo.7�_ LIB T -- ---
919R-E----E-E-E-E-E-E TOP s 30.45 1� \ \ y ER Y DRIVE`= R/W rD P__ p�
P INV = 25.31 36.7' / - \ UBLI
--�- EOP
GRAVEL APPROX. LOCATION OF 8" SEWER LINE - TOPSSMH-� C
DRAINAGE PIPE CHART I DRIVE i I Q (yJ INV = 30.64
25.95 J D �GR
OUTLET I< 1> I Q FLOW A BELT
AP`F A. Q10 DIAMETER GRADS LEIIGTH VELOCITY SITE DATA: a- IE I = t. ' l D-RI 1
PI PD (acre.;) (cis) (inches) (1) (1Y) iivs) NUMBER OF LOTS = 65 Q 0 CL � 26. 1'
"A!. ^ c .., 3 93 • ^ 0.0• 9 1 ,1 -� NUMBER OF EXISTING BUILDINGS = N/A Q 0 0 = 29.
a^ 0.8 3.43 0.59 H EXISTING USES) = VACANT/UNDEVELOPED _ I DEAD ENI
"B" 1-4 4.49 '.e" 0.e6 66 PROPOSED USE(S) - TWO-STORY TOWNHOMES SETBACKS:
1. '0 e.70 e" 0.80 o* 6.5 NUMBER OF UNITS (COMMERCIAL) = es BUILDING SETBACKS FROM FRONT AND REAR LOT BOUNDARIES AND FROM a -
"D" 1.85 7.30 4. 10' 20 SQUARE FOOTAGE OF PROPOSED BUILDING(S) - 63,093 S.F. f 0 *APPROX. 579.58' BETWEEN DEAD END MANHOLES
"E1" 0.47 -.85 _5" 1.00 9 SQUARE FOOTAGE OF EXISTING BUILDING(S) - N/A ALL BOUNDARIES ABUTTING PUBLIC -STREETS, PRIVATE STREETS OR DRIVES, Q 0 I
"E2" 0.s1 3.59 zs^ 1.00 118 SITE ZONING - B-1 AND PARKING LOTS SHALL BE AT LEAST 10 FEET. BUILDING SETBACKS
'•F" 1.a8 4.26 1s" 0.74 .-b 6.0 TOTAL ACREAGE - 122,281.45 S.F (2.81 AC.) FROM COLLECTOR STREETS SHALL BE AT LEAST 20 FEET AND SETBACK
"c" 1.21 4.85 2.17 23 8.0 ACREAGE OF LAND TO BE DISTURBED AND EXPOSED - 122,306 S.F (2.80 ACRES) FROM LARGER THOROUGHFARES SHALL BE AT LEAST 25 FEET. SETBACKS GRADING, DRAINAGE & STORMWATER PLAN
"H" 3.40 :i5"CMP C.25 4 ACREAGE IN ACTIVE RECREATION SPACE OR COMMON AREA - N/A FROM STREETS SHALL BE MEASURED FROM THE RIGHT-OF-WAY.
9.00 1.50 4* NUMBER OF UNITS (DWELLING. COMMERCIAL): 65 EROSION & SEDIMENTATION CONTROL PLAN
20.4 3" 0.13 ^3.5 OWNERSHIP STATUS (RENTAL, CONDOMINIUM'S, ETC.): OWNER CORNERSTONE VI LLAGERECEIVE
'IF,"zo.4 3686 " 0.13 66 TYPE OF UNITS = TOWNHOMES
"L'• 25.3 36" 0.13 75 3.8 DENSITY - N/A
"MI. 60" 2.69 26 1.0.0 NUMBER OF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) = PREPARED FOR OWNER
97.5 (1 1/2 PER UNIT) JAN 11 2007
If Are: <10 ',c tt Are.: > 10 Ac NUMBER OF COMPACT SPACES ALLOWED (25% FOR LOTS W/10 OR MORE SPACES - 25 r'
cH A TC O INC. Q=CIA Q-281 x DA RCP - Reinforced concrete Pipe NUMBER OF PARKING SPACES PROPOSED - 97.5 W/O COMPACT (INCLUDING 4 HC) CONIC. CONC. CONIC. CONC. GONG. DW
tc=5 :nn. where DA=A/64C LF = Linear Feet I I I e
i10-7.:7 in�ir. FPS = Feet per Second NUMBER OF PARKING SPACES EXISTING - N/A PATIO I PATIO PATIO PATIO PATIO PREPARED BY �R # 5w $U�IUI�
NUMBER OF PARKING SPACES PROVIDED 110 W/0 COMPACT (INCLUDING 5 HC) W JOHN L. PIERCE & ASSOCIATES �. .
MP BOOK AND PAGE NUMBER MB.49, PG.15
DEED BOOK AND PAGE NUMBER D8.2514, PG.906 At DB.2514, PG.903
NOT`,: TAX MAP AND PARCEL NUMBER = 352-4.5 & 352-4.7 I I I M
1. Go :rtractr shall use NCDOT approved RCP or DPE (2 wall) for all cipes UTILITY COMPANY - JONES ONSLOW ELECTRIC Z~p 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 = 1
wderneach NCDC:T anc, cr Private roac:ways• CALCULATION OF REQUIRED LANDSCAPED AREA - 5,024 S.F. PHONE: [phone] DATE: AUG. 31, 2006
2. cntractor may use Ncno^ approved RCP or fi�P;. (2 wall) .ire all CALCULATION OF VEHICULAR SURFACE AREA EXISTING - N/A
o'.her areas including criveway pipes. CALCULATION OF VEHICULAR SURFACE AREA PROPOSED - 41,865 S.F. �O I o JOB # 268479 F.B. 758 P.G.58-60
IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) = 52.543 S.F. ~ ~ SCALE: 1"= 30' FILE: FOUNTAIN, SANDRA (SITE)
IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) = 115,636 S.F.
RIP RAP SCOUR PAD SCHEDULE REQUIRED LANDSCAPING:
REQUIRED INTERIOR LANDSCAPING - 2,512 S.F.PROVIDED - 3,395 S.F.
PORCH PORCH PORCH
REQUIRED EXTERIIOR OR LANDSC PING - 2,512 S.F. TOTAL = 80.33' GRAPHIC SCALE
Siz d usin-.1 NYDOT Cissipator Charts. PROVIDED EXTERIOR LANDSCAPING - 2,512+ S.F. TYPIrAL BUILDING LAYOUT 30 0 15 30 aD 120
TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) - SITE SETBACKS:
o{LOCITY LENGTH w1CTF TYPE 122.307 S.F. (2.80 ACRES) FRONT = 25' TOTAL NUMBER OF SPACES = t10 (w/S HC) OWNER/DEVELOPER
R,'S1 bb (fps) Ze=aE (feet) (feet! STONE IMPERVIOUS SURFACE RATIO - 0.95 (MODERATELY HIGH)
6.5 9 1, 77BB- # OF TREES REQUIRED - 15 SIDE = 5 HATCO, INC. 09
2 6.0 8 4 C1"B" # OF TREES PROVIDED = 15 REAR = 10' 145 ALDERSGATE DRIVE ( W FEET )
3 8.0 2 8 4 1-1"1 # OF SHRUBS REQUIRED - 132 JACKSONVILLE, NC. 28546 1 inch - 30 tL
4 10.0 2 30 15 CI"B" N OF SHRUBS PROVIDED - 132
910-455-2977
(SEE DETAIL SHEET FOR REQUIRED TREES AND SHRUBS) trti I :z

CELEV 26.73) 1
Treatment Pgnd - PIi n
Scale: 1" = 20'
EDULE
SEEDBED PREPARATION MDTES-
NOTE, ONLY AREAS ABOVE PERMAND!
POOL SHALL K SEEDED, VEGETATIVE
SHELF SHALL NOT BE SEEDED AND ';
ALL BE ALLOWED TO GENERATE NATIVE
I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN
VEGETATION.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP,
SPREAD
D 4. 7OPSOII OVER AREAS TO
E SEEDED AND ESTABLISH UNIFORM
A LOOSE RICKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
APPLY
PRIOR TO SEEDING APPLY L"
GRADESEED L'.Y
AND
'E AND FERTILIZER AND VOfa( INTO
FERTILIZER
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
BED, DISTRIBUTE SEED UNIFR'
AND COVER Y.
MAINTENANCE W VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
APPLY CLEAN STRAW MULCH OVER
O R S
:DED AREA AND ANCHOR SECURELY
AT FINISH GRADES SHOWN, SMALL BE REASONABLY SMOOTH AND UNIFORM.
WITH STRAINS BLADE DISC
IS
:REDS AND WITHANCHOR
ASPHALT TACK
4. IF NO SOIL. TEST IS TAKEN, FERTILIZER AND LIE TO BE ACCORDING TO SEEDING
WHERE SLOPES EXCEED
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE.
MATERIAL
APPLICATION RATE
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
LIME
E TONS/ACRE
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
20y. SUPERPHOSPHATE
600 POUNDS/ACRE
DARING SEEDBED PREPARATION
FERTILIZER(RO-10-10)
1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31
50 POURWACRE
BERMUDA niULLED)
10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA (UNHULLED)
20 POUNDS/ACRE
RYE (GRAIN)
25 PDUNDS/ACRE
SEPTEMBER - NOVENDER
FESCUE, KY-31
50 POUIDS/ACRE
MULCH
2 TONS/ACRE
ASPHALT TACK
300 GALLONS/ACRE
NOTE, OWNER MAY VARY SEEDING TC
CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHN
L NOT BE USED,
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND
AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER,
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED
TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
Ret, Walt Top
Elev, per Plari
Ret. Wall
f�(Where Indicated Only)
Inlet Pipe
Outlet Structure
(See Detalt)
Elev. 'E' (100 yr storm) S
10, Elev. 'D' (10 yr storm.) $
3' Veg. SheIF
Elev. 'C' (1'Deslon Elev
J o
Elev. 'B' 1 " ,
® IWRM
1 n
Vegetated Shelf Plantings
(See Planting Scedule)
Draw Down Orlfice -%
(See Detail)
tlev. 'A —I' Bottom
77
Main Pond
CONSTANT POND SURFACE AREA 3,861 S.F. 2 EL= 27,00
V DESIGN SURFACE AREA = 4,748 S.F. 8 EL= 28.02
APPROX. TOTAL POND VOLUME = 7,343 CF
ACTUAL FOREBAY VOLUME = 1,605 CF (21.9 % OF TOTAL VOLUME)
PLANTING SCHEDULE
M PLANT246 SCHEDULE APPLIES ONLY
TO VEGETATED SHELF AND VEGETATED
FlI
SPREAD 4' TOPSOIL OVER AREAS TO BE
PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR TO PLANTING PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
UK PLANTING PER SQUARE YARD,
SWENUEr Miff
Peltondra vlrQYia
COMMON
Arrow Arun
Soggataraa latifota
Arrowhead/Duck Potato
Andrwpogon vigYYcus
Droomsedge
Arxlropogen Qtaneratus
Bushy Deardgrass
TT a ssppPp
Ceratophyllun DWQersu+
Wttalt
Coontail
ScNpus P(s'KNe^s
Common Three Square
Lemma $pp.
Duckweed
Saururus cernuus
Lizard Toll
Hibiscus moschoutos
Marsh HIAT"
Pontedera cordate
Pickerelweed
Potamogeton pe&inatus
Pond Weed
Leersa oryzoldes
Race Cutgrass
Carex spp.
Sedges
Scarpus valldus
Soft Stan Dullrush
Polycommum sPP
Snartweed
Juneus offesus
Soft Rush
Nuphor luteum
Spatterdock
Pankun veraatun
Swttchvoss
Acores calanus
Sweet Flap
Elodea caraderoIs
Waterweed
Vallsnerla amerWAna
Wild Celery
mzana aquatica
Wild Rice
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
No 5 Bar 'U' Strap
(Coat w/ Bitumastic)
12' No,
57 Stone
PROPERTY BOUNDARY
Pond Dimensions & Layout
Scale: 1" = 20'
Embankment shall be constructed of
uniform native material (free of excess
silt, rock or gravel, debris or vegetative
matter) compacted to 95% of maximum dry
density In accordance with ASTM D1557
(8'-12' Lifts)
Emergency Splllway (100 yr. Flood Elev.)
Outlet Pipe (Size and
Materlat per Drainage Plan)
\.Anti -Seep Collar Outlet Protection
inti-Ftoet Block (See Detalt) (See Erosion/Sed. Plan)
(60 CF Concrete)
ELEVATIONS SCHEDULE
LOCAT W= CNELEVATION
'MAIN POND OTT13M 22.00
'FOREBAY BOTTOM 22.00
'PERMANENT POND 27.00
'TEMP. STORAGE 2EL02
'10 YEAR FLO13D 2&65
'100 YEAR FLOOD 28.73
X
D
N
`
W
J
lY
W
H
W
L)
Riser
TRASH 'RACK
/(SEE DETAIL)
54' MINIMUM
TOP
ELEV 'E'
PRIMARY WEIR
ELEV 'C'
36- DIA, CORREGA'ED
ALUM. RISER
OUTLET PIPE INV.
ELEV 'B' - 2.
Anti -Seep Collar
rE -lICK
4-°' ALUM
ANGLES
ALUMINUM TRAS-M RACK --_�
\
6'
RISER Z r
(SEE DETAIL)
�EZR
Trash Rack
ALUM BAR
2" ❑,C.
6' DIA. CORR. RISER
ALLM. PIPE (SEE DETAIL)
OUTLET
INVERT
DRILL 1 HOLE
IN END CAP - TACK �—
kELD HARDWARE CLOTHS
SCREEN OVER ORIFICE --L—
�
6' DIA, l8 MIN'
END CAP
Draw Down Orifice
Outlet Structure Details
No Scale
M13 130 2(@4
NOT RELEASED FOR CONSTRUCTION
STORMWATER POND DESIGN BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
STORMWATER POND DETAILS
PROPERTY OF
HATCOINC.
SHOWING
POND 1
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DECEMBER 21, 2006
SCALE: AS SHOWN F.B.
JOB #268479 FILE NAME: FOUNTAIN, SANDRA
(POND 1 DETAILS(DEC.06)
SHEET '

1
i
I
I
I
I
I
/ ® / I
Treatment Rpnd - Plan
Scale: 1" = 20'
t00YR STORAGE
(ELEV 28.56)
10YR STORAGE
(ELEV 28.49)
TwL1:V ZY.S)
/ NORMAL POND
I(ELEV 27.00)
�'�TQP OF BERM
L V 30.00)
\ EMERGENCY SPILLWAY
I(ELEV 28.56)
CONSTANT POND SURFACE AREA 3,325 S.F. 8 EL= 27.00
V DESIGN SURFACE AREA = 4,085 S.F. 2 EL= 27.95
APPROX. TOTAL POND VOLUME = 5,537 CF
ACTUAL FOREBAY VOLUME = 1,206 CF <21.8 % OF TOTAL VOLUME)
SEEDING SCHEDULE
PLANTING SCHEDULE
SEEDBED PREPARATION NOTES,
NOTE, IDLY AREAS ABOVE PERMANENT POOL SHALL DE SEEDED VEGETATIVE
(>I= PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
SHELF SHALL NOR BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
FILTER.
L SURFACE WATER C13NTRL MEASURES TO BE DNSTALLED ACCORDING TO PLAN
VEGETATION.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE W-61 DEEP.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
PRIOR TO PLANTING PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
3. LmSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
SEED BED, DISTRIBUTEOR SEED UNIFORMLY AND COVER LIGHTLY.
ONE PLANTING PER SQUARE YARD
MAINTENANCE lF VEGETATION. SURFACE FOR FINAL SEEDBED
APPLY CLEAN STRAW MILCH OVER SEEDED AREA AND ANCHOR SECURELY
AT FINISH GRADES SHOWN, SHALL BE REASONABLY UNIFOATI[N,
S SO AND UNIFORM.
WITH BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
IFNTIFIC MAW
4. IF N13CI SOIL TEST a TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
LINE BE DIN
SLOPS
WHERE SLOPES EXCEED 4K
P�irltordra vlrpHa Mr
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LDS/1000 S.F. 6 SUPER
MATERIAL APPLICATION RATE
Snppltorla tat folla Arrowhead/Duck Potato
nsedge
PHOSPHATE.
5. W SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
Antlropo�pen why Deardpross
TYPha $Pp• Cnttdl
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MI
MIXED WITH THE SOIL
LIME a TORS/ACRE
20% SUPERPHOSPHATE 600 POUNDS/ACRE
Ceratophytlun DVaersun Coontas
Scrpm Pwv" Cannon Throw Square
DURING SEEDBED PREPARATION.
FERTnJZERCI0-10-10 1000 POUNDS/ACRE
Lenra spp. Duckweed
APRIL - JULY
Saururus cernuus hard Tell
FESCUE, KY-31 50 POUNDS/ACRE
MNscus noscheutos Marsh INAfbeup
Pontederla cat to PIckrelweed
BERMUDA (MULLED) 10 POUNDS/ACRE
Potw4owton pectYatus Pond Weed
JANUARY - HARM
Laersle oryzaldes Race Cutprass
FESCUE, KY-31 50 POSNDS/ACRE
Ca edges
Schpus vnik$pp. Soft Stem BWlrush
BERMUDA (NHILLED) 20 POUNDS/ACRE
Potr�u+
Soft weed
RYE aiRAIN) 25 POUNDS/ACRE
sm
Juncos effesus Soft Ruses
Rugh
SEPTEMHER - MOVEMBER
Nupnar tuteun Spatterdock
un Srltehpross
FESCUE, KY-31 50 PONDS/ACRE
Acorun alamu
Acerus colanus Sweet Flap
MULCH 2 TONS/ACRE
Elodea coradensh Vaterweed
Valisnerla anerk:ana Vlld Celery
AzoMa aquatIca WRd Mce
ASPHALT TACK 300 GALLONS/ACRE
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REaUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND
AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER,
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED
TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
Ret, Wall Top
Elev, per Plan�
Ret. Wall
_,-----(Where Indicated Only)
Inlet Pipe Elev, 'C' (1'Desl n Elev.)
3
Elev, 'B' N7
Outlet Structure
(See Detail)
Elev. 'E' 1100 yr storm)
10' 4 Elev, 'D' 110 vrstorm,)
Shelf
Ele% 'C' <I'Deslg n Elev.) es
5g Draw Down Orifice
(See Detail)
1
cS�b
1
Elev, 'A-1' Bottom
Vegetated Shelf Plantings
(See Planting Scedule)
Main Paid
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
No 5 Bar 'U' Strap
(Coat w/ Bltumastic)
12' No,
57 Stone
8'
Pond Dimensions & Layout
Scale: 1" = 20'
Embankment shall be constructed of
uniform native Material <free of excess
slit, rock or grave(, debris or vegetative
clatter) compacted to 95% of maximum dry
density In accordance with ASTM D1557
(8'-12' Lifts)
Emergency Spillway (100 yr, Flood Elev.)
Outlet Pepe (Size and
Material per Drainage plan)
\,-Antl-Seep Cotlar
�Antl-Ftoat Block (See Detail)
(60 CF Concrete)
ELEVATIONS SCHEDULE
LUCAP DFSGBI ONELEVATIOON
'MAIN POND OTTOM 22.00
'FOREBAY BOTTOM 22.00
'PERMANENT POND 27.00
'TEMP. STORAGE 27.95
'10 YEAR FLOOD 28.49
'100 YEAR FLOOD 28.56
w
J
EC
TRASH 'RACK
/(SEE DETAIL)
TOP
ELEV 'E'
PRIMARY WEIR
c ELEV 'C'
DIA. CORREGATED
ALUM. RISER
CONIC OUTLET PIPE INV.
FILLELEV 'B'
BOTTOM
ELEV 'B' - 2.00
\'-Outtet Protection
(See Erosion✓Sed, Plan)
y
Riser
54' MINIMUM,
Anti -Seep Collar
fE HICK
4-?' ALUM
ANGLES
ALUMINUM TRASH RACK---�I
6'
.01
RISER
(SEE DETAIL)
;S
Trash Rack
A -UM BAR
2" O.C.
6' DIA. CORR, RISER
ALLY. PIPE (SEE DETAIL)
OUTLET
INVERT
DRILL 1" HOLE Cv
IN END CAP - TACK
WELD HARDWARE CLOTH�� 12
SCREEN OVER ORIFICE —
�18 MIN
6' DIA.
END CAP
Draw Down Orifice
Outlet Structure Details
No Scale
pCOTM IMp o 88�
NOT RELEASED FOR CONSTRUCTION
STORMWATER POND DESIGN BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT. N.C. 28539
PHONE: [phone] - FAX: [phone]
STORMWATER POND DETAILS
PROPERTY OF
HATCO INC.
FOR
POND 2
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DECEMBER 21, 2006
SCALE: AS SHOWN F.B.
JOB #268479 FILE NAME: FOUNTAIN, SANDRA
(POND 2 DETAILS(DEC.06)
SHEET OF 4

t
P him s
a0%
MECLTS
j- UMM MMED IL.,,•.
CORPORATM COCK
D--Owl eRm UNDER cow
ooa( FOR IIFPCRT NOTES:
— VAlm MAN 1 TINIER tTNMIi lUINL IQT ALL APPLICABLE LTTY OF
oa
REOIMOENIt
NOTE: T m 00N�� eY Km a
PUR1C eOwCIs WARTlIT.
CAMP wm m STOIC toim
AND AROUND PPE TO PROTECr 3) METER !TIER SHAL HAVE A VERTICAL MET.
CORPORATION COD(
Typical Water Service
NO SCALE
NOTM
1. THE FULL LENDIM OF THE SERM IRON SHALL MX COMPACTED IN e'
LAYERS WITH MECHANICAL TAMP.
2. SOLVENT CEMENT FOR PVC PPE AD FTnINOS TO K ASTM 0­201
]'
3. PVC SMID E AID 11101111 MUST NSF m N /67 STONE.
S@D EDAND HANDLING OF SERVICE PPE YUET O= TIN
CLASS B KWMO (SEE BEDDING DETAIL FOR GRAVITY M11N5.)
I/W OI
LW RJR(
R/W
-/W 23.1110
IDA/W tQ (DIE
IFL,W INK mvIallp
■ a clwm
C WAA
b PVC
TYP. PVC SEWER LATERAL
WITH IN —LINE WYE
EXISTING ROAD
50' MIN.
LENGTH
R/W
ENTRANCE
PROFILE 12 MIN.
(SEE NOTE)
;EO—FABRIC PLAN MEW
1. Stalls aiw - .MixNo--
- 1-
crushed
2. Length -Ali sHs I^ but (at Ion awn 50 het.
3. TTkknsw - Not le thm six (e) Inches.
4. Wdth - Not Uwe thin RA width of all points of
klgsw or WOOL Minkmm of tY.
5. Wash" - Vom noo...a)s .- I shot be Clamed to
mmove eoAm M prior to enbwm mto puDRe MOO -of -
way. When washing le required, N shall be dms an an
area stabilized with crushed atone which drains Into m
approved sed a It trap or seMnwrt bode. All seAMnent
shall be pmvented bwh eMerYq any to drain, ditch.
Or watsreaures UVOW1 h uee of SWIdt gs. Waysh boards
a other oppmvwd mwthods.
e. Molntenanw -the entrance slMl be maintained in a
cand tim which will prom traold or Rowtq of
sedenent mto PAft eOto Of way, WANT may r*WWO
periodic top drnote 9 with additional stag as oonMtlons
dwnald and repair and/a Nemw+t of any mwwrw used to
trap /00lrnent. AN sedllnw)t, willed. dropped. woai)ed or
booked onto public dote -of -way must M rsmwed
kane"41y.
STABILIZED CONSTRUCTION ENTRANCE -(D-5
5 ft
KAM
CROSS SECTION
DOESSIGN SETTLED
\
10AD0 \ \21" MIN
5 ft I ft 1.5
MAX
FILL
FILTER
Y sICSC��TV/YPE 1-2 ASPHALT
rAft sTBHNE r >r
f"S^ fw ho Pr
PAVINNbT-TES 5UM
(WEIR)
4 ft MIN
3I• ft MINT
STONE SECTION
5 ft MAX
LI LR rMDRIIA
6" BELOW SETTLED TOP
OVERFILL 6"
,FOR SETTLEMENT
20 SIDE
SLOPE MAX
1:1 SIDE SLOPE
MAX
TEMPORARY SEDIMENT TRAP
(D-8)
SEEDING SCHEDULE
SPREAD 4' TOPSOIL OVER AREAS To BE SEEDED AND EFtABUSH LWOW
GRADE PRIOR TO SEEDING APPLY LIME AND FERTILIZER AND WPM INTO
SAD BED, DISTRBUIE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MACH OVER SUM AREA AND ANCHOR SECURELY
WIN STRAONT BLADE DISC M PUT AREAS AND MIN ASPHALT TACK
WIRE SLOPES EXCEED 4RL
MATERIAL APPLICATION RATE
LIME TONS/ACRE
2OX SUPERPHOSPHATE 29I0 POUNDS/ACK
FTRTUZER(/o-10-10) 1000 POUNDS/ACRE
AWE. - JULYFESCUE. KY-31 _
RA POUNDS
BEUDA "ILLED) 0 POUNDS%ACRE
&MARY - MARCH
FIESCUL KY-1 50 R GRAN 3 BERMUDA �) 25 POUNDS20 /ACRE
CR
FESOIE, KY-31 00 POUNDS/ACRE
AULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NONE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REOUIRLOENTS.
UNDER NO CIRCUMSTANCES MAY 'WEEPING LOVE GRASS' BE USED.
SIO DERD PREPARATION NOTES
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDINO TO PLAN.
2. AREAS TO BE SEEDED MALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3- DEEP. TOTAL SEEDBED (PREPARATION DEPTH SMALL BE 4-e' DEEP.
3 LOOSE ROCS, ROM AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY MLL NOT INTERFERE MIN THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRACES SHOWN. SHALL BE REASONABLY SMOOTH AND INFORM.
4, IF NO SOL TEST D TAKEN, FERTIIZER AND LIME TO BE ACCORDING 70 SEEDING
STEMCAYIONS ABOVE. IN ADDITION, PROVIDE 15 LBSAOOO SF. OF SUPER
PHOSPHATE
5. F SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TIt4T
REPORT.
L LME AND FERTILIZER SMALL BE APPLIED UNIFORMLY AND mrAm MTH THE SOIL
DOOM) SEEDBED PREPARATION.
U!r
NOT TO SCALE
CONSTRUCTION SEQUENCE OF EACH SECTION
1. OBTAIN PLAN APPROVAL.
2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCES, GRAVEL, & INSTALL SILT FENCE.
3. BEGIN STRIPPING SITE eK EARTHWORK.
4. INSTALL CULVERT AND RIP -RAP APRON.
5• MAINTAIN STRUCTURES DURING CONSTRUCTION.
6. STABILIZE SLOPES dK DITCHES AS THEY ARE BROUGHT TO GRADE.
7. REMOVE TEMPORARY MEASURES.
S. PERMANENT GROUND COVER TO BE ESTA13USHED WTHIN 15 WORKING DAYS
AFTER COMPLETION OF ANY PHASE OF GRADING.
C4
CONCRETE WALK —/
NOV
WHEN SEVER CLEAN OUT IS
IN PAVEMENT IT MUST BE
INSTALLED INSIDE A VALVE
BOX KITH "SEVER' COVER.
SCREW TYPE PLUG
(BRASS) MUST BE
2' BELOW GRADE
ELEVATION - CLEAN OUT IN
DRIVE & WALK AREAS
PARKING Bt1MPI R
NOT TO SCALE
FEFENCE�%
3'
EMERGENCY BY—PASS
6" BELOW SETTLED TOP
OF DAM
NATURAL GROUND
Nn1Fe.
1) RASED TRUNCATED DOMES WITH 0.9 INCH
DIAMETER, 0.2 INCH HEIGHT AND SPACED ON 2.35
INCH CENTERS SHALL BE INSTALLED ON THE
HANDICAP RAMP. THE RASED DOMES AREA SHALL
BE PANTED OR COLORED -BATTLESHIP GRAY PER
NCDOT SPECIFICATIONS FOR ADA COMPLIANCE.
CURB & GUTTER DETAIL
NO SCALE
PLAN VEW
7ECT>01 •M - •M
DUMPSTER PAD DEt111L
Non TO SCALE
WIDTH VARIES
TRAIL & GREENWAY POLICY
4" YELLOW CENTER
LINE (DASHED)
�-- 2" TYPE SF-9.5A ASPHALT MIX
COMPACTED ABC
`—COMPACTED SUBGRADE
NOTE: SUBGRADE MUST BE COMPACTED ENOUGH TO HOLD UP THE PAVING OPERATION.
HANDICAP RAMP DETAIL
NOT TO SCALE
Y W/
OWGS.
�.-
CLENLY PRIM ONLY SAY(®.
INSEAM AND/M WEAK PRAMOCS
rodit D MIME ADUO PLANT TO 1E THE SAC
AS OtImNAL GI ME OF PLANT N PDT)
SET P �TIDVE FINAL SASE TO ALLOW
FOR
N NOT CREATE SMM AROUND DMO -
FIIESIED MINE SKIM SLOPING FM CRAUOTY OILY
CIMDILLY ROOVE TOP VI OF SULAP OR
CORAMM NQ CORAYM IS IM OIfiAMC,
MDDV6 COMPLETELY)
CIR SEVERAL um N ONDMet CMTM M
19OF CONTAINER WILETCLY �
RD1
SCARIFY PIT SOTTUI me SIDES NIMMM Y
SHRUB DETAIL
(PUTTED, BALL 6 BURLAPPED OR CONTAINER)
)Mr T, soNE
W MDT TM TNNJCWt AT WTALATEh
TRDI M RERIREll DURING MANTEIMNCE ►UM
vW TRAW GlBNTEt TMW E IN, CALIPER
WITH ■ LAP DR WMAP TAPE DUOR TamootT)
REEVE ARbM FOR INSPECTION AFTER NSTAlATION
ISLE 'AIOO TAPE• FOt GUYOM E T-GALL Leo Lflx %' LONG
SET MATIIAL WM W TRMK 1--E• MOOR THAN
ATTACH *fA=RAPE' TO SIIP/OR POST ETGITNG DUDE TO IILLIW FOR SETTLEMENT
POST PER KVWACnM RECOREIUATIONS MULCH TYPE AND DEPTH PLR SPECIFICAT1pM
so. OR IDWN GRASS
CUT AM 11DIO E TOP LAI O' SIRE.M FROM TIM GALL
m PIT TWEE srmem OF RIDT BALL SCARIFY ALL
SOESM APED Ion PER S®. TEST MG SPECIFIL'ATLOM)
ISLE AS 11AC166L IN PIT AM" 1101111' WILL
EXITT0D SUD-DMDE S e D RWT SILL
GLASSY AMELIA HYDRANGEA
RED CNOKiIIERRY JAPANESE HOLLY
JOAN = BARBERRY CHNMESE HOLLY
TREE DETAIL
wN1ERglEON BARBERRY NGBERRY MOLLY
BUTTERFLY BUSH YOUPON HOLLY
(FOR DECIDUOUS TREES)
PURPLE BEAUTYBOM wRITERBERRY CAMELLIA
NMT To So"
SMALL ANISE TIES JAPANESE FALSECYPRESS
VIRGONA SOME SUMMMERSWEET CETH RA
JUMPER MOUS
JAPANESE. PRIVET BORDER FO�RSVI AA
WITCH HAZEL HYBRID NADINAAWAVTNLY BAMBOO
FORTUNE'S OSMANiHUS "ZABEL' SIGP LAUREL
II AN HAWMOEM JMANESE YEN
Wm
AaOST11I1
THOMY ELAEAGTEIS BUFF DROH
FRAGRANT SEA OLIVE RED PHOIRMA
ttx Wx vv NV AIMMM MDAPM
PANGM SM RTi OR RT-M AT TO
WAX MYRTLEMILTS,
PLATCD
MATS. A�10 At M
WEEPY MTI CITY ORDINACE APPDOOK-C WITH SIZE.
MATURITY. GROWTH RATE, e: CALIPER
Poser PAMp
SLY
WTHIS IS AN ACCEPTED UST FROM THE CITY OF
e
JACKSONVWLE'S CITY OROMACL
I� W
_ ^ O
Q/�j J O
MIS. Q Q c T
Q P
O O O
Q Q
A GAIN ern►
M• v TMa
GEO-FABRIC TO BE
RP -RAP APRON INSTALLED UNDER
OUTLET PRDTECTmIt RIP -RAP
(NOT TO SCALD
UITRAMOLET ME WAIT OLAC09 MINK
FABRIC OR E=VAENT SECURED 10 WE
WTH METAL CLIPS OR WIRE AT r OFF
FASTENED O PREFORMED
CAM ~ OR 2 ADDED MITE HOOKED ONTO / mnotPREFORMEDCHANNELS ON METAL POSTS, OR
10 CEDAR OR WOO POSTS WTI NO. a STAILFS 7
�I
MAMMM SEDIMENT STORAW LEVEL. MOW
• SEGMENT WDV INS LEVEL M WFACIWD0.
OR AS .DOW= BY CONSERVATION
i
NATURAL GRADE
CARRY APPROXIMATELY 1Y OF Fmm om Immom,
—COVER WTH UL AND TARP BACI"L.
CARRY e' OF WRE INTO TIN K.
META. CEDAR OR 4iK4' TEAIM M)OD POSTS AT R
OFT COO 1100M1M. CEDAR AND WOOD POSTS 90"
N S DEEP MINIMUM.
Wx P•x VY AIRMAN SOLI "-a
9AA1MMw POMLn /1e1'a4f. M'YIT,P
PMN Psi an In a
SR I+ea PM /110 ♦ TIN
P 1M
DUC V/KOM ROMP -W LT WAY TIM PPE
11-V EA corm E am
u
RF1111"ImILWTM
yNI :J- 1 L L:
DETAIL SHEET
SHOWING
CORNERSTONE VILLAGE
PREPARED FOR OWNER
HATCO, INC.
JACKSONMLLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 3, 2006
JOB f 268479 F.B. 758 P.G.58-60
SCALE: In= 30' FILE: FOUNTAIN, SANDRA (SITE)
SHEET-9 —OF—!—

29.63, 29.26
SIDEWALK /+
z
29.21
�.
29.28
29. s
m1
W
29.7
o: I
PAVEMENT REPLACEMENT
(a• ABC/1.5. 9F9.5)
29.57
6"4" TAPPING SLEEVE
& VALVE & 8"x6" RED.
En
W3
. 29
29.81
STOP SIGN -uc
0.361
INV-28.33 15�Mp_ 0.55
I 0.71
4
30.50
30.84 -
N V=27.85
+30.39
DRAINAGE PIPE CHART
ORADN49 a ORANIA9E MKIN BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3517-3 FREEDOM WAY, HIIIFRT, N.C. 28139
PHONE (910) 32$-0006 111, FAX (wo) 325-0060
f
EIS
ECM 0.43' '
35 JUNCT. BOX ! '
INV-26.18
2 40 TOP=30.00
I INV=27. 30 x
6' WOOD F19KE - - -30074
+30.75
` 29
3G.3 2.7
30.58
+30.79
30 53
_._]. ... _ : __. __ �1Y4'Aa
-13
I
I C;
Ex nN \ \
\ DU�+LR /
\
/ I �20' --� (,)
gwsnNG 0-
DUPLEXES
ZONE - TCA E
PINEWOOD DOWNS SECT. II- PART A / \ / ZON
M.8.22 P.231 / /
_ _\DUPLE S I - PINEWOOD DO s rCA xlsnNO (�7 )
_ i8fi) i85) (84) J I I �`9) M.8.24 P.181 It
PgRT I DUPLEX I
8"x6' TEE, 6o G.V. 83) I I +30.64 �$� B I
& FIRE HYDRANT +31.1i /
+31.01 L '
29.99 _ j 8"x8" TEE, 6" G. V. EE 11gg
& FIRE HYDRANT \ I OUF1InENX
1 .41' EIS L3 EIS L4 EIP S 74'34'41" E 144.76 30.79 EIS / +31.25
29.38--30----- -- ------ `-
29.40 28 •17 - L +31.29
5.05 28 - 30.75
-c
- F.E.S.
=14.- 2} 8.�7 NV=33.6 26 bT"' -- ----_ S 86 E 277.74. INV=26.50 RRSP 3
O
,c�A■
O
IA'
w
an �
Alk_v
24.31 INV,32.4 �� + 2_� _ + .BO
+ -30----_ ��_
30.92
11 © j ®+ 43Q DPlR1M$� PAD -_
1
SEES_
( DETA W _
0~
© 31A 19 ® ®WS
oi<
31.
VICINITY SKETCH /
NOT TO SCALE
20' D. &U. E. /
+30.22
SIS
28
�30, _
+31.06
+31.25
F CO
IN i. I =277 IN _ NV=27.92
11,30.71 a I =29 .-
3z
15 A ES- + 8 S CE
+ ANEW .79 3 3 �• SPA E �•�'` ( `� & FIRE 1{IYDRAN.V.
+ -8 PAC Lo INV=28.
C= I
3/4" WATER SERVICE 0. 0 I I ® ® TIT
® ® ® _ --10 PA ES �s C. to
(TYPICAL) C f� (a = C F.E.S.
k; xc
In I m 3 4530 92 z ��, r N
+31.60 30 I no INV=32.5` 0.71 m + S .•, 31.32 g T ® y�32�2 ® ® .+.31.75 I2 10 TOP=3151
-- 6" R DRAIN �? 1\+ ---- m rc c ® OCNSTR +31.57
�4 INV=29.3 �� i. 30.60 6 ROOF DRAIN NV 30.6 �� ' g 93 I �CE
nl~ I
_ 8" ROOF DRAIN
11 �INV=32.9 B --
8' WIDE ASHPALT
).1 EIS H TRAIL ROOF DRAIN -�•• -'� --o° ooar°oo°oo I T1�PpING SLEEVE
_ _ +2 + _ - + 76' _ SIS9.76 N 2 08'30" W 99.91• SIS - - - 14' TRAIL & GREENWAY EASEMENT 8" ROOF DRAIN 25' 0 0 0 0 0 &VALVE
a6 29.42 29.52 + + N 71'15.13" W +�--
o 7 aPeeox. Locnn R 1oo.2r
30.52 30.52 30-Z8' _' .- - - :n n - - -- - ..- SIS " o 0
--+- - 3 H -�- --4 -3 28. -N 70 24'34" W 100.41' 0 o
30.63 LIBERTY DRIVE - 60' W (PUBLIC r��ens 30 -- -I3 -- - ITCH _ _ _ -��" -2 N e9S2'19' w 99.64 ' ' _-
P } SIS o 00 30.54
_(FORMER* NTY-FOUR ROAD) EPK - _ _ _ - - - -
30.37 2 ' --30
0 45 -�-+- 30.3 �•40 r301.43
--+
30.49 30.52 30. 9 3% I +31.2�'- - j--- 3g;$7 ouu oo v
30.43 EOP +30.59 30 9 3F�70 30.84} + 1 _4331. 2 - t_
30.45 \ / +30.7� EDP '- -yam 31. oo Ex1S 2 _
24.58.01 FO IENV=25. +2 8 9.94 SSMH 30.19��--3A..�7 �31.I� --� + 31.42 31.41 20.T�---�� _
=E-E-{--E--s--E-t-E-E 3a 30.28 30.89 \1.33 + 4-- 31.38 - 3�5.5>t "-
PP-'IRV=25.02 INV - 535 � 36.7' � +31.ta �+31.38 +31.25 I-
- - =3p-
XT:,l;T' LEGEND:
AREA Q10 DIAM:.':'F:R GRADS. LM?IGTH iELOC T'r'!
PTPF. (ac-es) (efs) (inch-2s) (_) (: [1 (fPs1 EIS = EXISTING IRON STAKE
1). s. ; 7 1 " c . 6 72 30 SIS = SET IRON STAKE
"B" 1. 4.; 5.R^ 1°^ 0.56 68 CB CATCH BASIN
wp• 1.6R 6.63 1=_" 1.00 8` 6.5 RCP - REINFORCED CONCRETE PIPE
H; 1 4.56 R N/F - NOW OR FORMERLY
"E" 0.' , 3.86 1-" 1100 147 R/W = RIGHT-OF-WAY
"F,. 1.t8 4.26 1-^ 1.00 26 e.0 M.B.L.= MINIMUM BUILDING LINE
"G^ I.; 4.H5 1 1.92 26 8.0 CA - CENTERLINE
SL = SECURITY LIGHT
I Ar,a 11' Ac. '.f At . > 10 Ac s
PP POWER POLE
Q C A Q- 41 x i)A RCP Reinforced Concrete Pipe -E-E- POWER LINE
c S :yin. mh,re nA"A/640 LP linear Feet WV = WATER VALVE
110-7.17 in `�r. FPS Feet per Second WM a WATER METER
C-0•'' FH - FIRE HYDRANT
SSMH SANITARY SEWER MANHOLE
NOTE: TB = TELEPHONE BOX
1. ( -ant ac ,- sraI . use V L)Or appro.ed RCP or !L'PE: ( wall) for all pipe^ D.U= DRAINAGE & UTILITY
undern -r-h NrUCT and/� r Priv.:t-e rcaaways. ,I3= JUNCTION BOX
2. ('.�mtractor may ::se NCE)2 appr:ned RCP or H-:PE (2 wall) in all DI- DROP INLET
ether ar,,� includinq drivew'y pipes. CMP= CORRIGATED METAL PIPE
= PROPOSED STOP SIGN
RIP RAP SCOUR PAD SCHEDULE g� - TRAFFIC FLOW
P�1 = PAINTED STOP BAR
Si v.eJ using F', r. oi.=sip:-. !.or charts. = HANDICAP ACCESSIBLE
L' O'_:TY LENGTH WIDTH TYPE
RRSP 4 (Inn) '.c�ri (feet) (feet) STONE -SF- = SILT FENCE
"'S 9 5 c = PARKING BUMPER
6.0 8 4 CI-B" .6- = PROPOSED EXTERIOR LIGHTING
8 4 Cl"B"
j.
REF: D.B.251Pi P Z963 L 9Olo Isy3
W.05 +30.40 /
GRAVEL APPROX. LOCATION OF 8" SEWER LINE 16.T36 SSMN31.54 - EOP 31 2 1\330.8� ++086 - DRIVE I TOP = 30.64 19.0' f31.61 __ +
4_ 30.70 36.89" T
-I INV = 25.95 �I _ �} ��-�� 1 30.73
I i > I Q 41 130.61 o.ss FLOW �- GRAVELY -�_
NUMBERSITE TOF LOTS = 50 Np I 1261' DRIVE , Mh
NUMBER OF EXISTING BUILDINGS = N/A Q N 30.58 29 W'
EXISTING USES) = VACANT/ UNDEVELOPED Q 0 ~ V = 26 72
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS PROPOSED USE(S) =TWO-STORY TOWNHOMES Q O'3 (DEAD END)
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY I =
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN NUMBER OF UNITS (COMMERCIAL) = 50 _
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE SQUARE FOOTAGE OF PROPOSED BUILDING(S) = 48,533 S.F. *APPROX. 579.58' BETWEEN DEAD END MANHOLES
CLEARLY INDICATED: THAT THE RATIO OF PRECISION SQUARE
FOOTAGE O EXISTING BUILDING(S) = N/A ' Q 0
AS CALCULATED IS 1:10.000+; THAT THIS PLAT SITE ZONING - CU-TCA
WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS TOTAL ACREAGE = 122.281.45 S.F (2.81 AC.)
AMENDED. WITNESS MY ORIGINAL SIGNATU ;11F,1T, ACREAGE OF LAND TO BE DISTURBED AND EXPOSED = 104,974 S.F (2.41 ACRES) -
C.
C.
DCENAY OFRE NUMe`IiD SEAL THIS' 20 - "�1CARO I/ NUMBER OF UNITS (DWEWNGACREAGE IN ACTIVE OCOMMERCIAL);SPACE OR C�MON AREA = 2.90 ACRES I PA 0 PATIO C.I PATTIO PC. ATIO PATIO
�_ OQ �ESSfC�Jl�2� TYPE S IUNITS STATUS (RENTAL, CONDOMINIUM'S. ETC.): OWNER
TOWNHOMES W
M
L-•�Y \ DENSITY = N/A ( � 1�.•
JOHN L PIERCE P.L.S. L-2598 ZSy _ NUMBER POF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) _ I ZO
N
"U.
- L- _ 100 (2 ER
T)
�y ;C/r' NUMBER OF COMPACT SPACES ALLOWED (25X FOR LOTS W/10 OR MORE SPACES = 25 I i
NUMBER OF PARKING SPACES PROPOSED = 100 W/O COMPACT (INCLUDING 4 HC) I I �Q I ( o GRADING, DRAINAGE & STORMWATER PLAN
;f�j4N p\�G .•. NUMBER OF PARKING SPACES EXISTING = N/A �- EROSION &SEDIMENTATION CONTROL PLAN
L. NUMBER OF PARKING SPACES PROVIDED = 105 W/O COMPACT (INCLUDING 4 HC)
MAP BOOK AND PAGE NUMBER = MB.49, PGAS PREPARED FOR OWNERDEED BOO( AND PAGE NUMBER = D8.2514, PG.906 & DB.2514, PG.903TAX MAP AND PARCEL NUMBER S352-4.7 PORCH PORCH PORCH H ATCO,INC,1 ,
UTILITY COMPANY - JONES ONSLOW ELECTRIC ``"��P �H,"„�,,.,,��^
O TOTAL = 80 33'
NOTES* CALCULATION OF REQUIRED LANDSCAPED AREA = 4,996 S.F. ;•' O •F ssi :/�.�'; PREPARED BY
1. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR SIDEWALKS CALCULATION OF VEHICULAR SURFACE AREA EXISTING = N/A ` _ 0 ` 9 TYPICAL R ILLDINO LAYOUT
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT CALCULATION OF VEHICULAR SURFACE AREA PROPOSED = 15,888 S.F. _ = JOHN L PIERCE & ASSOCIATES P.A.
ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) = 20,850 S.F. _ SEAL = TOTAL NUMBER OF SPACES = 105 (W/4 HC) 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) = 77,247 S.F. = 8148 _= PHONE: [phone] DATE: OCTOBER 3, 2006
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN REQUIRED LANDSCAPING: r
THIS CLEARANCE. REQUIRED INTERIOR LANDSCAPING = 2,498 S.F. PROVIDED INTERIOR LANDSCAPING = 2.907 S.F. 12 F 'pJOB # 268479 F.B. 758 P.G.58-60
tNE� '���
2. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER 5 SCALE: 1•a 30 FILE: FOUNTAIN, SANDRA (BASE)
REQUIRED EXTERIOR LANDSCAPING = 2,498 S.F. 4
WATER AND SEWER MAINS. PROVIDED EXTERIOR LANDSCAPING = 2,498+ S.F. lo�y_ �Oyl�,,,`
3. ENTIRE LOTS ARE WOODED AREAS TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) _ (J vw
4. THERE IS NO AREAS OF CONCERN UNLESS OTHERWISE NOTED 104,974 S.F. (2.41 ACRES) OWNER/DEVELOPER GRAPHIC SCALE
5. PROPERTY IS NOT LOCATED IN A FLOOD ZONE ACCORDING TO FEMA IMPERVIOUS SURFACE RATIO = 0.74 (MODERATELY HIGH) SITE SETBACKS: OMER INC. 30 0 1a 3o so 120
MAP 3720439800J, ZONE X, DATED NOVEMBER 3, 2005.. j1 OF TREES REQUIRED = 4 FRONT 25' HATCO,
0 OF TREES PROVIDED = 4 SIDE = 5' 145 ALDERSGATE DRIVE
M OF SHRUBS REQUIRED - 33 JACKSONVILLE, NC. 28546
M OF SHRUBS PROVIDED = 33 REAR = 10' 910-455-2977
(� FELrI' )
(SEE DETAIL SHEET FOR REQUIRED TREES AND SHRUBS) I inch = 80 fi
SHEET 2_ OF
,c�A■
O
IA'
w
an �
Alk_v
24.31 INV,32.4 �� + 2_� _ + .BO
+ -30----_ ��_
30.92
11 © j ®+ 43Q DPlR1M$� PAD -_
1
SEES_
( DETA W _
0~
© 31A 19 ® ®WS
oi<
31.
VICINITY SKETCH /
NOT TO SCALE
20' D. &U. E. /
+30.22
SIS
28
�30, _
+31.06
+31.25
F CO
IN i. I =277 IN _ NV=27.92
11,30.71 a I =29 .-
3z
15 A ES- + 8 S CE
+ ANEW .79 3 3 �• SPA E �•�'` ( `� & FIRE 1{IYDRAN.V.
+ -8 PAC Lo INV=28.
C= I
3/4" WATER SERVICE 0. 0 I I ® ® TIT
® ® ® _ --10 PA ES �s C. to
(TYPICAL) C f� (a = C F.E.S.
k; xc
In I m 3 4530 92 z ��, r N
+31.60 30 I no INV=32.5` 0.71 m + S .•, 31.32 g T ® y�32�2 ® ® .+.31.75 I2 10 TOP=3151
-- 6" R DRAIN �? 1\+ ---- m rc c ® OCNSTR +31.57
�4 INV=29.3 �� i. 30.60 6 ROOF DRAIN NV 30.6 �� ' g 93 I �CE
nl~ I
_ 8" ROOF DRAIN
11 �INV=32.9 B --
8' WIDE ASHPALT
).1 EIS H TRAIL ROOF DRAIN -�•• -'� --o° ooar°oo°oo I T1�PpING SLEEVE
_ _ +2 + _ - + 76' _ SIS9.76 N 2 08'30" W 99.91• SIS - - - 14' TRAIL & GREENWAY EASEMENT 8" ROOF DRAIN 25' 0 0 0 0 0 &VALVE
a6 29.42 29.52 + + N 71'15.13" W +�--
o 7 aPeeox. Locnn R 1oo.2r
30.52 30.52 30-Z8' _' .- - - :n n - - -- - ..- SIS " o 0
--+- - 3 H -�- --4 -3 28. -N 70 24'34" W 100.41' 0 o
30.63 LIBERTY DRIVE - 60' W (PUBLIC r��ens 30 -- -I3 -- - ITCH _ _ _ -��" -2 N e9S2'19' w 99.64 ' ' _-
P } SIS o 00 30.54
_(FORMER* NTY-FOUR ROAD) EPK - _ _ _ - - - -
30.37 2 ' --30
0 45 -�-+- 30.3 �•40 r301.43
--+
30.49 30.52 30. 9 3% I +31.2�'- - j--- 3g;$7 ouu oo v
30.43 EOP +30.59 30 9 3F�70 30.84} + 1 _4331. 2 - t_
30.45 \ / +30.7� EDP '- -yam 31. oo Ex1S 2 _
24.58.01 FO IENV=25. +2 8 9.94 SSMH 30.19��--3A..�7 �31.I� --� + 31.42 31.41 20.T�---�� _
=E-E-{--E--s--E-t-E-E 3a 30.28 30.89 \1.33 + 4-- 31.38 - 3�5.5>t "-
PP-'IRV=25.02 INV - 535 � 36.7' � +31.ta �+31.38 +31.25 I-
- - =3p-
XT:,l;T' LEGEND:
AREA Q10 DIAM:.':'F:R GRADS. LM?IGTH iELOC T'r'!
PTPF. (ac-es) (efs) (inch-2s) (_) (: [1 (fPs1 EIS = EXISTING IRON STAKE
1). s. ; 7 1 " c . 6 72 30 SIS = SET IRON STAKE
"B" 1. 4.; 5.R^ 1°^ 0.56 68 CB CATCH BASIN
wp• 1.6R 6.63 1=_" 1.00 8` 6.5 RCP - REINFORCED CONCRETE PIPE
H; 1 4.56 R N/F - NOW OR FORMERLY
"E" 0.' , 3.86 1-" 1100 147 R/W = RIGHT-OF-WAY
"F,. 1.t8 4.26 1-^ 1.00 26 e.0 M.B.L.= MINIMUM BUILDING LINE
"G^ I.; 4.H5 1 1.92 26 8.0 CA - CENTERLINE
SL = SECURITY LIGHT
I Ar,a 11' Ac. '.f At . > 10 Ac s
PP POWER POLE
Q C A Q- 41 x i)A RCP Reinforced Concrete Pipe -E-E- POWER LINE
c S :yin. mh,re nA"A/640 LP linear Feet WV = WATER VALVE
110-7.17 in `�r. FPS Feet per Second WM a WATER METER
C-0•'' FH - FIRE HYDRANT
SSMH SANITARY SEWER MANHOLE
NOTE: TB = TELEPHONE BOX
1. ( -ant ac ,- sraI . use V L)Or appro.ed RCP or !L'PE: ( wall) for all pipe^ D.U= DRAINAGE & UTILITY
undern -r-h NrUCT and/� r Priv.:t-e rcaaways. ,I3= JUNCTION BOX
2. ('.�mtractor may ::se NCE)2 appr:ned RCP or H-:PE (2 wall) in all DI- DROP INLET
ether ar,,� includinq drivew'y pipes. CMP= CORRIGATED METAL PIPE
= PROPOSED STOP SIGN
RIP RAP SCOUR PAD SCHEDULE g� - TRAFFIC FLOW
P�1 = PAINTED STOP BAR
Si v.eJ using F', r. oi.=sip:-. !.or charts. = HANDICAP ACCESSIBLE
L' O'_:TY LENGTH WIDTH TYPE
RRSP 4 (Inn) '.c�ri (feet) (feet) STONE -SF- = SILT FENCE
"'S 9 5 c = PARKING BUMPER
6.0 8 4 CI-B" .6- = PROPOSED EXTERIOR LIGHTING
8 4 Cl"B"
j.
REF: D.B.251Pi P Z963 L 9Olo Isy3
W.05 +30.40 /
GRAVEL APPROX. LOCATION OF 8" SEWER LINE 16.T36 SSMN31.54 - EOP 31 2 1\330.8� ++086 - DRIVE I TOP = 30.64 19.0' f31.61 __ +
4_ 30.70 36.89" T
-I INV = 25.95 �I _ �} ��-�� 1 30.73
I i > I Q 41 130.61 o.ss FLOW �- GRAVELY -�_
NUMBERSITE TOF LOTS = 50 Np I 1261' DRIVE , Mh
NUMBER OF EXISTING BUILDINGS = N/A Q N 30.58 29 W'
EXISTING USES) = VACANT/ UNDEVELOPED Q 0 ~ V = 26 72
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS PROPOSED USE(S) =TWO-STORY TOWNHOMES Q O'3 (DEAD END)
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY I =
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN NUMBER OF UNITS (COMMERCIAL) = 50 _
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE SQUARE FOOTAGE OF PROPOSED BUILDING(S) = 48,533 S.F. *APPROX. 579.58' BETWEEN DEAD END MANHOLES
CLEARLY INDICATED: THAT THE RATIO OF PRECISION SQUARE
FOOTAGE O EXISTING BUILDING(S) = N/A ' Q 0
AS CALCULATED IS 1:10.000+; THAT THIS PLAT SITE ZONING - CU-TCA
WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS TOTAL ACREAGE = 122.281.45 S.F (2.81 AC.)
AMENDED. WITNESS MY ORIGINAL SIGNATU ;11F,1T, ACREAGE OF LAND TO BE DISTURBED AND EXPOSED = 104,974 S.F (2.41 ACRES) -
C.
C.
DCENAY OFRE NUMe`IiD SEAL THIS' 20 - "�1CARO I/ NUMBER OF UNITS (DWEWNGACREAGE IN ACTIVE OCOMMERCIAL);SPACE OR C�MON AREA = 2.90 ACRES I PA 0 PATIO C.I PATTIO PC. ATIO PATIO
�_ OQ �ESSfC�Jl�2� TYPE S IUNITS STATUS (RENTAL, CONDOMINIUM'S. ETC.): OWNER
TOWNHOMES W
M
L-•�Y \ DENSITY = N/A ( � 1�.•
JOHN L PIERCE P.L.S. L-2598 ZSy _ NUMBER POF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) _ I ZO
N
"U.
- L- _ 100 (2 ER
T)
�y ;C/r' NUMBER OF COMPACT SPACES ALLOWED (25X FOR LOTS W/10 OR MORE SPACES = 25 I i
NUMBER OF PARKING SPACES PROPOSED = 100 W/O COMPACT (INCLUDING 4 HC) I I �Q I ( o GRADING, DRAINAGE & STORMWATER PLAN
;f�j4N p\�G .•. NUMBER OF PARKING SPACES EXISTING = N/A �- EROSION &SEDIMENTATION CONTROL PLAN
L. NUMBER OF PARKING SPACES PROVIDED = 105 W/O COMPACT (INCLUDING 4 HC)
MAP BOOK AND PAGE NUMBER = MB.49, PGAS PREPARED FOR OWNERDEED BOO( AND PAGE NUMBER = D8.2514, PG.906 & DB.2514, PG.903TAX MAP AND PARCEL NUMBER S352-4.7 PORCH PORCH PORCH H ATCO,INC,1 ,
UTILITY COMPANY - JONES ONSLOW ELECTRIC ``"��P �H,"„�,,.,,��^
O TOTAL = 80 33'
NOTES* CALCULATION OF REQUIRED LANDSCAPED AREA = 4,996 S.F. ;•' O •F ssi :/�.�'; PREPARED BY
1. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR SIDEWALKS CALCULATION OF VEHICULAR SURFACE AREA EXISTING = N/A ` _ 0 ` 9 TYPICAL R ILLDINO LAYOUT
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT CALCULATION OF VEHICULAR SURFACE AREA PROPOSED = 15,888 S.F. _ = JOHN L PIERCE & ASSOCIATES P.A.
ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) = 20,850 S.F. _ SEAL = TOTAL NUMBER OF SPACES = 105 (W/4 HC) 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) = 77,247 S.F. = 8148 _= PHONE: [phone] DATE: OCTOBER 3, 2006
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN REQUIRED LANDSCAPING: r
THIS CLEARANCE. REQUIRED INTERIOR LANDSCAPING = 2,498 S.F. PROVIDED INTERIOR LANDSCAPING = 2.907 S.F. 12 F 'pJOB # 268479 F.B. 758 P.G.58-60
tNE� '���
2. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER 5 SCALE: 1•a 30 FILE: FOUNTAIN, SANDRA (BASE)
REQUIRED EXTERIOR LANDSCAPING = 2,498 S.F. 4
WATER AND SEWER MAINS. PROVIDED EXTERIOR LANDSCAPING = 2,498+ S.F. lo�y_ �Oyl�,,,`
3. ENTIRE LOTS ARE WOODED AREAS TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) _ (J vw
4. THERE IS NO AREAS OF CONCERN UNLESS OTHERWISE NOTED 104,974 S.F. (2.41 ACRES) OWNER/DEVELOPER GRAPHIC SCALE
5. PROPERTY IS NOT LOCATED IN A FLOOD ZONE ACCORDING TO FEMA IMPERVIOUS SURFACE RATIO = 0.74 (MODERATELY HIGH) SITE SETBACKS: OMER INC. 30 0 1a 3o so 120
MAP 3720439800J, ZONE X, DATED NOVEMBER 3, 2005.. j1 OF TREES REQUIRED = 4 FRONT 25' HATCO,
0 OF TREES PROVIDED = 4 SIDE = 5' 145 ALDERSGATE DRIVE
M OF SHRUBS REQUIRED - 33 JACKSONVILLE, NC. 28546
M OF SHRUBS PROVIDED = 33 REAR = 10' 910-455-2977
(� FELrI' )
(SEE DETAIL SHEET FOR REQUIRED TREES AND SHRUBS) I inch = 80 fi
SHEET 2_ OF
w
an �
Alk_v
24.31 INV,32.4 �� + 2_� _ + .BO
+ -30----_ ��_
30.92
11 © j ®+ 43Q DPlR1M$� PAD -_
1
SEES_
( DETA W _
0~
© 31A 19 ® ®WS
oi<
31.
VICINITY SKETCH /
NOT TO SCALE
20' D. &U. E. /
+30.22
SIS
28
�30, _
+31.06
+31.25
F CO
IN i. I =277 IN _ NV=27.92
11,30.71 a I =29 .-
3z
15 A ES- + 8 S CE
+ ANEW .79 3 3 �• SPA E �•�'` ( `� & FIRE 1{IYDRAN.V.
+ -8 PAC Lo INV=28.
C= I
3/4" WATER SERVICE 0. 0 I I ® ® TIT
® ® ® _ --10 PA ES �s C. to
(TYPICAL) C f� (a = C F.E.S.
k; xc
In I m 3 4530 92 z ��, r N
+31.60 30 I no INV=32.5` 0.71 m + S .•, 31.32 g T ® y�32�2 ® ® .+.31.75 I2 10 TOP=3151
-- 6" R DRAIN �? 1\+ ---- m rc c ® OCNSTR +31.57
�4 INV=29.3 �� i. 30.60 6 ROOF DRAIN NV 30.6 �� ' g 93 I �CE
nl~ I
_ 8" ROOF DRAIN
11 �INV=32.9 B --
8' WIDE ASHPALT
).1 EIS H TRAIL ROOF DRAIN -�•• -'� --o° ooar°oo°oo I T1�PpING SLEEVE
_ _ +2 + _ - + 76' _ SIS9.76 N 2 08'30" W 99.91• SIS - - - 14' TRAIL & GREENWAY EASEMENT 8" ROOF DRAIN 25' 0 0 0 0 0 &VALVE
a6 29.42 29.52 + + N 71'15.13" W +�--
o 7 aPeeox. Locnn R 1oo.2r
30.52 30.52 30-Z8' _' .- - - :n n - - -- - ..- SIS " o 0
--+- - 3 H -�- --4 -3 28. -N 70 24'34" W 100.41' 0 o
30.63 LIBERTY DRIVE - 60' W (PUBLIC r��ens 30 -- -I3 -- - ITCH _ _ _ -��" -2 N e9S2'19' w 99.64 ' ' _-
P } SIS o 00 30.54
_(FORMER* NTY-FOUR ROAD) EPK - _ _ _ - - - -
30.37 2 ' --30
0 45 -�-+- 30.3 �•40 r301.43
--+
30.49 30.52 30. 9 3% I +31.2�'- - j--- 3g;$7 ouu oo v
30.43 EOP +30.59 30 9 3F�70 30.84} + 1 _4331. 2 - t_
30.45 \ / +30.7� EDP '- -yam 31. oo Ex1S 2 _
24.58.01 FO IENV=25. +2 8 9.94 SSMH 30.19��--3A..�7 �31.I� --� + 31.42 31.41 20.T�---�� _
=E-E-{--E--s--E-t-E-E 3a 30.28 30.89 \1.33 + 4-- 31.38 - 3�5.5>t "-
PP-'IRV=25.02 INV - 535 � 36.7' � +31.ta �+31.38 +31.25 I-
- - =3p-
XT:,l;T' LEGEND:
AREA Q10 DIAM:.':'F:R GRADS. LM?IGTH iELOC T'r'!
PTPF. (ac-es) (efs) (inch-2s) (_) (: [1 (fPs1 EIS = EXISTING IRON STAKE
1). s. ; 7 1 " c . 6 72 30 SIS = SET IRON STAKE
"B" 1. 4.; 5.R^ 1°^ 0.56 68 CB CATCH BASIN
wp• 1.6R 6.63 1=_" 1.00 8` 6.5 RCP - REINFORCED CONCRETE PIPE
H; 1 4.56 R N/F - NOW OR FORMERLY
"E" 0.' , 3.86 1-" 1100 147 R/W = RIGHT-OF-WAY
"F,. 1.t8 4.26 1-^ 1.00 26 e.0 M.B.L.= MINIMUM BUILDING LINE
"G^ I.; 4.H5 1 1.92 26 8.0 CA - CENTERLINE
SL = SECURITY LIGHT
I Ar,a 11' Ac. '.f At . > 10 Ac s
PP POWER POLE
Q C A Q- 41 x i)A RCP Reinforced Concrete Pipe -E-E- POWER LINE
c S :yin. mh,re nA"A/640 LP linear Feet WV = WATER VALVE
110-7.17 in `�r. FPS Feet per Second WM a WATER METER
C-0•'' FH - FIRE HYDRANT
SSMH SANITARY SEWER MANHOLE
NOTE: TB = TELEPHONE BOX
1. ( -ant ac ,- sraI . use V L)Or appro.ed RCP or !L'PE: ( wall) for all pipe^ D.U= DRAINAGE & UTILITY
undern -r-h NrUCT and/� r Priv.:t-e rcaaways. ,I3= JUNCTION BOX
2. ('.�mtractor may ::se NCE)2 appr:ned RCP or H-:PE (2 wall) in all DI- DROP INLET
ether ar,,� includinq drivew'y pipes. CMP= CORRIGATED METAL PIPE
= PROPOSED STOP SIGN
RIP RAP SCOUR PAD SCHEDULE g� - TRAFFIC FLOW
P�1 = PAINTED STOP BAR
Si v.eJ using F', r. oi.=sip:-. !.or charts. = HANDICAP ACCESSIBLE
L' O'_:TY LENGTH WIDTH TYPE
RRSP 4 (Inn) '.c�ri (feet) (feet) STONE -SF- = SILT FENCE
"'S 9 5 c = PARKING BUMPER
6.0 8 4 CI-B" .6- = PROPOSED EXTERIOR LIGHTING
8 4 Cl"B"
j.
REF: D.B.251Pi P Z963 L 9Olo Isy3
W.05 +30.40 /
GRAVEL APPROX. LOCATION OF 8" SEWER LINE 16.T36 SSMN31.54 - EOP 31 2 1\330.8� ++086 - DRIVE I TOP = 30.64 19.0' f31.61 __ +
4_ 30.70 36.89" T
-I INV = 25.95 �I _ �} ��-�� 1 30.73
I i > I Q 41 130.61 o.ss FLOW �- GRAVELY -�_
NUMBERSITE TOF LOTS = 50 Np I 1261' DRIVE , Mh
NUMBER OF EXISTING BUILDINGS = N/A Q N 30.58 29 W'
EXISTING USES) = VACANT/ UNDEVELOPED Q 0 ~ V = 26 72
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS PROPOSED USE(S) =TWO-STORY TOWNHOMES Q O'3 (DEAD END)
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY I =
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN NUMBER OF UNITS (COMMERCIAL) = 50 _
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE SQUARE FOOTAGE OF PROPOSED BUILDING(S) = 48,533 S.F. *APPROX. 579.58' BETWEEN DEAD END MANHOLES
CLEARLY INDICATED: THAT THE RATIO OF PRECISION SQUARE
FOOTAGE O EXISTING BUILDING(S) = N/A ' Q 0
AS CALCULATED IS 1:10.000+; THAT THIS PLAT SITE ZONING - CU-TCA
WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS TOTAL ACREAGE = 122.281.45 S.F (2.81 AC.)
AMENDED. WITNESS MY ORIGINAL SIGNATU ;11F,1T, ACREAGE OF LAND TO BE DISTURBED AND EXPOSED = 104,974 S.F (2.41 ACRES) -
C.
C.
DCENAY OFRE NUMe`IiD SEAL THIS' 20 - "�1CARO I/ NUMBER OF UNITS (DWEWNGACREAGE IN ACTIVE OCOMMERCIAL);SPACE OR C�MON AREA = 2.90 ACRES I PA 0 PATIO C.I PATTIO PC. ATIO PATIO
�_ OQ �ESSfC�Jl�2� TYPE S IUNITS STATUS (RENTAL, CONDOMINIUM'S. ETC.): OWNER
TOWNHOMES W
M
L-•�Y \ DENSITY = N/A ( � 1�.•
JOHN L PIERCE P.L.S. L-2598 ZSy _ NUMBER POF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) _ I ZO
N
"U.
- L- _ 100 (2 ER
T)
�y ;C/r' NUMBER OF COMPACT SPACES ALLOWED (25X FOR LOTS W/10 OR MORE SPACES = 25 I i
NUMBER OF PARKING SPACES PROPOSED = 100 W/O COMPACT (INCLUDING 4 HC) I I �Q I ( o GRADING, DRAINAGE & STORMWATER PLAN
;f�j4N p\�G .•. NUMBER OF PARKING SPACES EXISTING = N/A �- EROSION &SEDIMENTATION CONTROL PLAN
L. NUMBER OF PARKING SPACES PROVIDED = 105 W/O COMPACT (INCLUDING 4 HC)
MAP BOOK AND PAGE NUMBER = MB.49, PGAS PREPARED FOR OWNERDEED BOO( AND PAGE NUMBER = D8.2514, PG.906 & DB.2514, PG.903TAX MAP AND PARCEL NUMBER S352-4.7 PORCH PORCH PORCH H ATCO,INC,1 ,
UTILITY COMPANY - JONES ONSLOW ELECTRIC ``"��P �H,"„�,,.,,��^
O TOTAL = 80 33'
NOTES* CALCULATION OF REQUIRED LANDSCAPED AREA = 4,996 S.F. ;•' O •F ssi :/�.�'; PREPARED BY
1. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR SIDEWALKS CALCULATION OF VEHICULAR SURFACE AREA EXISTING = N/A ` _ 0 ` 9 TYPICAL R ILLDINO LAYOUT
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT CALCULATION OF VEHICULAR SURFACE AREA PROPOSED = 15,888 S.F. _ = JOHN L PIERCE & ASSOCIATES P.A.
ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) = 20,850 S.F. _ SEAL = TOTAL NUMBER OF SPACES = 105 (W/4 HC) 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) = 77,247 S.F. = 8148 _= PHONE: [phone] DATE: OCTOBER 3, 2006
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN REQUIRED LANDSCAPING: r
THIS CLEARANCE. REQUIRED INTERIOR LANDSCAPING = 2,498 S.F. PROVIDED INTERIOR LANDSCAPING = 2.907 S.F. 12 F 'pJOB # 268479 F.B. 758 P.G.58-60
tNE� '���
2. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER 5 SCALE: 1•a 30 FILE: FOUNTAIN, SANDRA (BASE)
REQUIRED EXTERIOR LANDSCAPING = 2,498 S.F. 4
WATER AND SEWER MAINS. PROVIDED EXTERIOR LANDSCAPING = 2,498+ S.F. lo�y_ �Oyl�,,,`
3. ENTIRE LOTS ARE WOODED AREAS TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) _ (J vw
4. THERE IS NO AREAS OF CONCERN UNLESS OTHERWISE NOTED 104,974 S.F. (2.41 ACRES) OWNER/DEVELOPER GRAPHIC SCALE
5. PROPERTY IS NOT LOCATED IN A FLOOD ZONE ACCORDING TO FEMA IMPERVIOUS SURFACE RATIO = 0.74 (MODERATELY HIGH) SITE SETBACKS: OMER INC. 30 0 1a 3o so 120
MAP 3720439800J, ZONE X, DATED NOVEMBER 3, 2005.. j1 OF TREES REQUIRED = 4 FRONT 25' HATCO,
0 OF TREES PROVIDED = 4 SIDE = 5' 145 ALDERSGATE DRIVE
M OF SHRUBS REQUIRED - 33 JACKSONVILLE, NC. 28546
M OF SHRUBS PROVIDED = 33 REAR = 10' 910-455-2977
(� FELrI' )
(SEE DETAIL SHEET FOR REQUIRED TREES AND SHRUBS) I inch = 80 fi
SHEET 2_ OF
j.
REF: D.B.251Pi P Z963 L 9Olo Isy3
W.05 +30.40 /
GRAVEL APPROX. LOCATION OF 8" SEWER LINE 16.T36 SSMN31.54 - EOP 31 2 1\330.8� ++086 - DRIVE I TOP = 30.64 19.0' f31.61 __ +
4_ 30.70 36.89" T
-I INV = 25.95 �I _ �} ��-�� 1 30.73
I i > I Q 41 130.61 o.ss FLOW �- GRAVELY -�_
NUMBERSITE TOF LOTS = 50 Np I 1261' DRIVE , Mh
NUMBER OF EXISTING BUILDINGS = N/A Q N 30.58 29 W'
EXISTING USES) = VACANT/ UNDEVELOPED Q 0 ~ V = 26 72
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS PROPOSED USE(S) =TWO-STORY TOWNHOMES Q O'3 (DEAD END)
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY I =
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN NUMBER OF UNITS (COMMERCIAL) = 50 _
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE SQUARE FOOTAGE OF PROPOSED BUILDING(S) = 48,533 S.F. *APPROX. 579.58' BETWEEN DEAD END MANHOLES
CLEARLY INDICATED: THAT THE RATIO OF PRECISION SQUARE
FOOTAGE O EXISTING BUILDING(S) = N/A ' Q 0
AS CALCULATED IS 1:10.000+; THAT THIS PLAT SITE ZONING - CU-TCA
WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS TOTAL ACREAGE = 122.281.45 S.F (2.81 AC.)
AMENDED. WITNESS MY ORIGINAL SIGNATU ;11F,1T, ACREAGE OF LAND TO BE DISTURBED AND EXPOSED = 104,974 S.F (2.41 ACRES) -
C.
C.
DCENAY OFRE NUMe`IiD SEAL THIS' 20 - "�1CARO I/ NUMBER OF UNITS (DWEWNGACREAGE IN ACTIVE OCOMMERCIAL);SPACE OR C�MON AREA = 2.90 ACRES I PA 0 PATIO C.I PATTIO PC. ATIO PATIO
�_ OQ �ESSfC�Jl�2� TYPE S IUNITS STATUS (RENTAL, CONDOMINIUM'S. ETC.): OWNER
TOWNHOMES W
M
L-•�Y \ DENSITY = N/A ( � 1�.•
JOHN L PIERCE P.L.S. L-2598 ZSy _ NUMBER POF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) _ I ZO
N
"U.
- L- _ 100 (2 ER
T)
�y ;C/r' NUMBER OF COMPACT SPACES ALLOWED (25X FOR LOTS W/10 OR MORE SPACES = 25 I i
NUMBER OF PARKING SPACES PROPOSED = 100 W/O COMPACT (INCLUDING 4 HC) I I �Q I ( o GRADING, DRAINAGE & STORMWATER PLAN
;f�j4N p\�G .•. NUMBER OF PARKING SPACES EXISTING = N/A �- EROSION &SEDIMENTATION CONTROL PLAN
L. NUMBER OF PARKING SPACES PROVIDED = 105 W/O COMPACT (INCLUDING 4 HC)
MAP BOOK AND PAGE NUMBER = MB.49, PGAS PREPARED FOR OWNERDEED BOO( AND PAGE NUMBER = D8.2514, PG.906 & DB.2514, PG.903TAX MAP AND PARCEL NUMBER S352-4.7 PORCH PORCH PORCH H ATCO,INC,1 ,
UTILITY COMPANY - JONES ONSLOW ELECTRIC ``"��P �H,"„�,,.,,��^
O TOTAL = 80 33'
NOTES* CALCULATION OF REQUIRED LANDSCAPED AREA = 4,996 S.F. ;•' O •F ssi :/�.�'; PREPARED BY
1. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR SIDEWALKS CALCULATION OF VEHICULAR SURFACE AREA EXISTING = N/A ` _ 0 ` 9 TYPICAL R ILLDINO LAYOUT
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT CALCULATION OF VEHICULAR SURFACE AREA PROPOSED = 15,888 S.F. _ = JOHN L PIERCE & ASSOCIATES P.A.
ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) = 20,850 S.F. _ SEAL = TOTAL NUMBER OF SPACES = 105 (W/4 HC) 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) = 77,247 S.F. = 8148 _= PHONE: [phone] DATE: OCTOBER 3, 2006
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN REQUIRED LANDSCAPING: r
THIS CLEARANCE. REQUIRED INTERIOR LANDSCAPING = 2,498 S.F. PROVIDED INTERIOR LANDSCAPING = 2.907 S.F. 12 F 'pJOB # 268479 F.B. 758 P.G.58-60
tNE� '���
2. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER 5 SCALE: 1•a 30 FILE: FOUNTAIN, SANDRA (BASE)
REQUIRED EXTERIOR LANDSCAPING = 2,498 S.F. 4
WATER AND SEWER MAINS. PROVIDED EXTERIOR LANDSCAPING = 2,498+ S.F. lo�y_ �Oyl�,,,`
3. ENTIRE LOTS ARE WOODED AREAS TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) _ (J vw
4. THERE IS NO AREAS OF CONCERN UNLESS OTHERWISE NOTED 104,974 S.F. (2.41 ACRES) OWNER/DEVELOPER GRAPHIC SCALE
5. PROPERTY IS NOT LOCATED IN A FLOOD ZONE ACCORDING TO FEMA IMPERVIOUS SURFACE RATIO = 0.74 (MODERATELY HIGH) SITE SETBACKS: OMER INC. 30 0 1a 3o so 120
MAP 3720439800J, ZONE X, DATED NOVEMBER 3, 2005.. j1 OF TREES REQUIRED = 4 FRONT 25' HATCO,
0 OF TREES PROVIDED = 4 SIDE = 5' 145 ALDERSGATE DRIVE
M OF SHRUBS REQUIRED - 33 JACKSONVILLE, NC. 28546
M OF SHRUBS PROVIDED = 33 REAR = 10' 910-455-2977
(� FELrI' )
(SEE DETAIL SHEET FOR REQUIRED TREES AND SHRUBS) I inch = 80 fi
SHEET 2_ OF
�_ OQ �ESSfC�Jl�2� TYPE S IUNITS STATUS (RENTAL, CONDOMINIUM'S. ETC.): OWNER
TOWNHOMES W
M
L-•�Y \ DENSITY = N/A ( � 1�.•
JOHN L PIERCE P.L.S. L-2598 ZSy _ NUMBER POF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) _ I ZO
N
"U.
- L- _ 100 (2 ER
T)
�y ;C/r' NUMBER OF COMPACT SPACES ALLOWED (25X FOR LOTS W/10 OR MORE SPACES = 25 I i
NUMBER OF PARKING SPACES PROPOSED = 100 W/O COMPACT (INCLUDING 4 HC) I I �Q I ( o GRADING, DRAINAGE & STORMWATER PLAN
;f�j4N p\�G .•. NUMBER OF PARKING SPACES EXISTING = N/A �- EROSION &SEDIMENTATION CONTROL PLAN
L. NUMBER OF PARKING SPACES PROVIDED = 105 W/O COMPACT (INCLUDING 4 HC)
MAP BOOK AND PAGE NUMBER = MB.49, PGAS PREPARED FOR OWNERDEED BOO( AND PAGE NUMBER = D8.2514, PG.906 & DB.2514, PG.903TAX MAP AND PARCEL NUMBER S352-4.7 PORCH PORCH PORCH H ATCO,INC,1 ,
UTILITY COMPANY - JONES ONSLOW ELECTRIC ``"��P �H,"„�,,.,,��^
O TOTAL = 80 33'
NOTES* CALCULATION OF REQUIRED LANDSCAPED AREA = 4,996 S.F. ;•' O •F ssi :/�.�'; PREPARED BY
1. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR SIDEWALKS CALCULATION OF VEHICULAR SURFACE AREA EXISTING = N/A ` _ 0 ` 9 TYPICAL R ILLDINO LAYOUT
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT CALCULATION OF VEHICULAR SURFACE AREA PROPOSED = 15,888 S.F. _ = JOHN L PIERCE & ASSOCIATES P.A.
ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) = 20,850 S.F. _ SEAL = TOTAL NUMBER OF SPACES = 105 (W/4 HC) 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) = 77,247 S.F. = 8148 _= PHONE: [phone] DATE: OCTOBER 3, 2006
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN REQUIRED LANDSCAPING: r
THIS CLEARANCE. REQUIRED INTERIOR LANDSCAPING = 2,498 S.F. PROVIDED INTERIOR LANDSCAPING = 2.907 S.F. 12 F 'pJOB # 268479 F.B. 758 P.G.58-60
tNE� '���
2. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER 5 SCALE: 1•a 30 FILE: FOUNTAIN, SANDRA (BASE)
REQUIRED EXTERIOR LANDSCAPING = 2,498 S.F. 4
WATER AND SEWER MAINS. PROVIDED EXTERIOR LANDSCAPING = 2,498+ S.F. lo�y_ �Oyl�,,,`
3. ENTIRE LOTS ARE WOODED AREAS TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) _ (J vw
4. THERE IS NO AREAS OF CONCERN UNLESS OTHERWISE NOTED 104,974 S.F. (2.41 ACRES) OWNER/DEVELOPER GRAPHIC SCALE
5. PROPERTY IS NOT LOCATED IN A FLOOD ZONE ACCORDING TO FEMA IMPERVIOUS SURFACE RATIO = 0.74 (MODERATELY HIGH) SITE SETBACKS: OMER INC. 30 0 1a 3o so 120
MAP 3720439800J, ZONE X, DATED NOVEMBER 3, 2005.. j1 OF TREES REQUIRED = 4 FRONT 25' HATCO,
0 OF TREES PROVIDED = 4 SIDE = 5' 145 ALDERSGATE DRIVE
M OF SHRUBS REQUIRED - 33 JACKSONVILLE, NC. 28546
M OF SHRUBS PROVIDED = 33 REAR = 10' 910-455-2977
(� FELrI' )
(SEE DETAIL SHEET FOR REQUIRED TREES AND SHRUBS) I inch = 80 fi
SHEET 2_ OF
NOTES* CALCULATION OF REQUIRED LANDSCAPED AREA = 4,996 S.F. ;•' O •F ssi :/�.�'; PREPARED BY
1. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR SIDEWALKS CALCULATION OF VEHICULAR SURFACE AREA EXISTING = N/A ` _ 0 ` 9 TYPICAL R ILLDINO LAYOUT
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT CALCULATION OF VEHICULAR SURFACE AREA PROPOSED = 15,888 S.F. _ = JOHN L PIERCE & ASSOCIATES P.A.
ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) = 20,850 S.F. _ SEAL = TOTAL NUMBER OF SPACES = 105 (W/4 HC) 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) = 77,247 S.F. = 8148 _= PHONE: [phone] DATE: OCTOBER 3, 2006
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN REQUIRED LANDSCAPING: r
THIS CLEARANCE. REQUIRED INTERIOR LANDSCAPING = 2,498 S.F. PROVIDED INTERIOR LANDSCAPING = 2.907 S.F. 12 F 'pJOB # 268479 F.B. 758 P.G.58-60
tNE� '���
2. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER 5 SCALE: 1•a 30 FILE: FOUNTAIN, SANDRA (BASE)
REQUIRED EXTERIOR LANDSCAPING = 2,498 S.F. 4
WATER AND SEWER MAINS. PROVIDED EXTERIOR LANDSCAPING = 2,498+ S.F. lo�y_ �Oyl�,,,`
3. ENTIRE LOTS ARE WOODED AREAS TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) _ (J vw
4. THERE IS NO AREAS OF CONCERN UNLESS OTHERWISE NOTED 104,974 S.F. (2.41 ACRES) OWNER/DEVELOPER GRAPHIC SCALE
5. PROPERTY IS NOT LOCATED IN A FLOOD ZONE ACCORDING TO FEMA IMPERVIOUS SURFACE RATIO = 0.74 (MODERATELY HIGH) SITE SETBACKS: OMER INC. 30 0 1a 3o so 120
MAP 3720439800J, ZONE X, DATED NOVEMBER 3, 2005.. j1 OF TREES REQUIRED = 4 FRONT 25' HATCO,
0 OF TREES PROVIDED = 4 SIDE = 5' 145 ALDERSGATE DRIVE
M OF SHRUBS REQUIRED - 33 JACKSONVILLE, NC. 28546
M OF SHRUBS PROVIDED = 33 REAR = 10' 910-455-2977
(� FELrI' )
(SEE DETAIL SHEET FOR REQUIRED TREES AND SHRUBS) I inch = 80 fi
SHEET 2_ OF
0 OF TREES PROVIDED = 4 SIDE = 5' 145 ALDERSGATE DRIVE
M OF SHRUBS REQUIRED - 33 JACKSONVILLE, NC. 28546
M OF SHRUBS PROVIDED = 33 REAR = 10' 910-455-2977
(� FELrI' )
(SEE DETAIL SHEET FOR REQUIRED TREES AND SHRUBS) I inch = 80 fi
SHEET 2_ OF