SW8051220_APPROVED PLANS_20060308

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
�D APPROVED PLANS
C❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2x)(OU5oi'S
YYYYMMDD

U.S. Hvy. 17
1,C GpjD PZz% -.
SITE DATA
NUMBER OF LOTS - 1
NUMBER OF EXISTING BUILDINGS w N/A
EXISTING USE(S) - GOVERNMENTAL USE (PUMP STATION)
SITE ZONING m 0&I
TOTAL ACREAGE - 60,972.65 S.F (1.40 AC.)
MINIMUM LOT SIZE N/A
AVERAGE LOT SIZE = N/A
OWNERSHIP STATUS (RENTAL, CONDOMINIUM'S, ETC.): OWNER
DEED BOOK AND PAGE NUMBER - DB.2450, PG.146
TAX MAP AND PARCEL NUMBER = 346F-46
N.i2IES;
1. THERE ARE NOT AREAS OF ENVIROMENTAL CONCERN 07HER THAN THOSE SHOWN.
2. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND
SEWER MAINS.
3. TRAFFIC FLOW ARROWS ARE TO BE PAINTED ON SITE PER THE APPROVED PLAINS.
4. DITCHES TO BE CLEANED DURING AND AFTER CONSTRUCTION TU ENSURE PROPER
DRAINAGE.
CURVE TABLE
CURVE CHORD BRG
CHORD
DELTA
ADIUS
+-21A3-29
ARC
TANGENT
C1 S36'51'12"E
296.66
68'34'43"
315.14
179.53
UWE TAKE
LINE
BEARING
LENGTH
L1
S02`3358"E
22.00
SANDY RUN MISSIONARY BAPTIST
CHURCH APARTMENTS I, INC
D. B. 396, P.586
ZONE - RM-6
t20' C/L DITCH
- - A& 4.Z � + 61 - 43
■-
ADO F.E.S
INV-31.6
36. 3 -t3fr�35 ` - - 6.83
0' CHAIN LINK FENCE TOP• 36.51 � rrr11�***
(PUMP STATION) 2.
/3.
6' CHAIN LINK FENCE
I +3s.18
L !! a MUTHER, BALLENGER & JREISAT
GENERAL PARTNERSHIP
D.6.1118, P.914
ZONE = Odd
10r SEI1IEIt
+ 35.86 +1f78 + 6.21 � + I � 6.33 +36.38 +36.10 36.35
E/#NT �
(PUlLLC) 34.
I \ 3696
C9
35.91+ � O + 37
�! 36.21 4f f 36 N 7.033 .6 EXISTING
r E-STORY
+ 36.35 MEDI OFFICE
+ 36.13 �a
p f ! AREA +36.15 +3 . 3
! r 60, 972.65 sq. ft.
36.98+ z 97 3 .4� 1.40 acres ,
3 .38
ONSLOW COUNTY MEMORIAL HOSPITAL j� I 36.29 + 7.19
D.6.390, P.625 r +36.13 +36.29
ZONE = Odc# I I F135. 4
VACANT
36.86
1*7.16 ' +37.55
! 7
+ 118 + 1 r 36.91�
{ .6 36.51 J>
! I ! + f APPROX. LOCATION
36.18OF
+ 36.27 7.08 a WATER
�I +
f , �� 37.12 R � �s �
- � 7.08 .1
+36.71 1rSSW
36.6 / 37.30 5.83 " 36.7 ^p �B`,� TOP-36.76
36.77 �I +3 60 / 3 R 1W Ct' '�_ -� INN-29.62
8.71 36.62 •
SPRINT } + i ' SIS 36.9 36.76 5
EASEMENT ECM 72 36.73 ��. 36 DRY cj�J� 36.34
M.B.38 P.24 11 '�� + jAt -ss. 4, 9 6.62 © 6.95
SL. K- 251 37.0 7.237.23� 36.6 ME REF ; lJ, •8 �0 37.43 37.44
EB .98 To+ .19 / � 36
37. � .63 -
37.28 36.5�, 7.04 / . 8
+ 6 1++ 7
ECM '"�` 67 Hn
(NOi ON MS1r 0 IrCD
ONSLOW COUNTY MEMORIAL HOSPITAL
D.B.390, P.625
ZONE = 0&1
VACANT
�Ewoe �rA+N 3
N.C.G.S. MON. "COLLEGE"
LAS N=376,249.979
f / E=2,4$4,126.882
NAD 83
NcJ• C.F. =0.9999110
cr /
w
c
M�MErt1AL
CT. oo
VICINITY MAP
NUT TO SCALE
vt;S�E:
EIS
EXISTING IRON STAKE
ECM
EXISTING CONCRETE MONUMENT
EIP =
EXISTING IRON PIPE
SIS
SET IRON STAKE
EPK =
EXISTING P.K. NAIL
P.P =
POWER POLE
M.H. =
MANHOLE
R/W =
RIGHT OF WAY
HYD -
FIRE HYDRANT
W77 ��h� ti AMMED
ONSLOW COUNTY HOSPITAL AUTHORITY , N +� Q�
D.B.1461, P.884 MISSION
EIS N,t .i� �� DA4= Q"WM GLOM
./
EPK o
�'i•
36.57 pqq 36�69
(f /-�
36.81 6.79 Q, I
3 h�
36.84
EP �1
6.69 , � q7t� MAR Jib mUr
36.65 > �
C4 ABE ADESSOMORIAL LL OSUNKOYA
L� 9 DRIVE
N.C.G.S. MON. "MALL" J CKSONV�� NC. 28540
0 7 N=373,648.134
EXISTING
W+37.16 4B E=2.485,532.526 0uo� ^ CONDITIONS
�1 1ZMELOP0, INDIVIDUAL LOT ON
MEMORIAL DRIVE
a' PREPARED FOR
APFRM L=TM OF DR. AD ESOLA AWOM OLO & HUSBAND,
MAIK NEEDS �°mm w'F P 1 ABAYOMI OSUNKOYA
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
[EIS PREPARED BY
JOHN L. PIERCE & ASS4CIATES. A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV. 22, 2005
SCALE: 1"- 40' F.B. 759,(720) PG. 3(70-71)
JOB #255990 FILE NAME: AWOMOLO
MEMORIAL CDURT - 60' REVISIONS: JAM. 2006 (TRC)
GRAPHIC SCALE
40 0 20 40 w H00
6.
37.03 /
/ f + 36.45 3 .63
r� 37.65
36.34
6.28 .20
�3.
1'
6.23
�„ (REFS k.B. 14, PC, 53) K' v
3 1
W �-
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPER � �,�jEFERENCES SHOWN
HEREON); THAT THE '9kJJtVEYED ARE
CLEARLY INDICATED: 'I�tECISION
As cALcuuT1=D is
ORIGIN SIGMA! 7 E NU1 SEAL
THIS DAY 2Q Q .
L.2596
O:
JOHN L PIER P.L:. 0'' ., (� •
���'''%,,NIL . • P� ...,��•'�:
FARRIOR do SONS INC.
P.O. BOX 127
9571 HWY. 284 ALT. YYESt
FARMVILLE, NC. 27628
232-753-2005
REF: D.B.2450, P.146
(INF')
1 inch - 40 tt.
SHEET -1OF

�. • L..,;.i: y r .i•. 112•...._.. _ :i.1.. Y I_ v14 _�.i1.. �. ..a .�.1. -. �_-.i ri.' _P• .i. i!. .. 2
EXACT LOCATION AND SIZE/MATERIAL OF EXISTING FORCEMAIN
IS UNKNOWN AND CONTRACTOR SHALL FIELD VERIFY THE LOCATION
PRIOR TO COMMENCING ANY EXCAVATION ON THE SITE. DEPENDING
UPON ACTUAL LOCATION, IT MAY BE NECESSARY TO SHIFT LOCATION
OF PROPOSED STORM DRAINAGE PIPING (PIPE A) OR RELOCATE A
PORTION OF EXISTING FORCEMAIN (APPROXIMATELY 350 LF NEW C-900
PVC FORCEMAIN)
UPON COMPLETION OF CONSTRUCTION, OWNER WILL DEDICATE TO CITY
OF JACKSONVILLE A DRAINAGE AND UTILITY EASEMENT OVER THE PUMP
STATION, GRAVITY SEWER AND "AS -BUILT" FORCEMAIN LOCATION.
QMSTRUP,3398 NOTES:
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION.
2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
WATER AND SEWER SERVICES.
3. WATER AND SEWER SERVICES PROVIDED BY THE CONTRACTOR.
3.a. THE DETENTION POND WILL BE CONSTRUCTED BEFORE INSTALLING THE STORM
PIPES AND DITCHES.
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
MEET WITH THE CITY OF JACKSONVILLE'S SPECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE
FILL AS REQUIRED.
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WALL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL.
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS.
8. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE/EXIT AND SHALL BE
20' x 50' x 8" DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO
LEAVING SITE. (SEE DETAIL)
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T.
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS.
11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50'
13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION.
CONTRACTOR TO COORDINATE WITH POWER COMPANY AND CITY OF JACKSONVILLE PRIOR TO RELOCATE
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
16. DEVELOPER TO COMPLY WITH MUTCD STANDARDS FOR ALL STOP SIGNS.
(SIGNS TO BE R1-1. 30" INSTALLED)
17. HANDICAP PARKING SIGN IS TO 13E ABOVE GROUND AND BE EITHER R-7 OR
12-8 SIGN.
18. NO NATURAL GAS ON SITE.
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN).
20. ALL CLEAN -OUTS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS.
21. CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED BY THE CITY OF JACKSONVILL.E'S
SPECIFICATIONS.
22. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.k MAP 3720438700J, PANEL 4387
EFFECTIVE DATE NOVEMBER 3, 2005 AND IS NOT IN AN AREA OF ENVIRONMENTAL CONCERNS,
23. ALL WATER SERVICES TO BE 3/4"PVC.
24. ALL SEWER SERVICES TO BE 4"PVC.
25, 15'UTILITY EASEMENT OVER THE CENTER OF THE WATER AND SEWER LINES AND THROUGH
EACH WATER METER AND SEWER CLEANOUT WAS PREVIOUSLY RESERVED FOR THE NOW
EXISTING UTILITY LINES.
26. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT.
27. ALL SIDEWALKS, NEW OR EXISTING, SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
31. ANY EXTERIOR LIGHTING SHALL NOT ADVERSELY AFFECT ANY TRAFFIC OR
ADJACENT PROPERTY OWNERS.
32. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED 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 REMEOVED AND/OR RELOCATED IN ORDER TO CREATE
AND/OR MAINTAIN THIS CLEARANCE.
33. ANY SIGNAGE WILL MEET ALL APPLICABLE STANDARDS OF THE CITY OF JACKSONVILLE.
SITE DATA
NUMBER OF LOTS - 1
NUMBER OF EXISTING BUILDINGS - N/A
EXISTING USE(S) - GOVERNMENTAL USE (PUMP STATION)
PROPOSED USE(S) - OFFICE/MEDICAL
NUMBER OF UNITS (COMMERCIAL) - 1
NUMBER OF STORIES - 1
SQUARE FOOTAGE OF PROPOSED BUILDING - 8,488 S.F.
TOTAL SQUARE FOOTAGE OF BUILDING b: CANOPY - 8,840 S.F.
SQUARE FOOTAGE OF EXISTING BUILDING(S) - N/A
SITE ZONING - 0&
TOTAL. ACREAGE - 60,984 S.F (1.40 AC.)
ACREAGE OF LAND TO BE DISTURBED AND EXPOSED - 60,984 S.F (1.40 ACRES)
ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE - N/A
NUMBER OF LOTS - 1
MINIMUM LOT SIZE - N/A
AVERAGE LOT SIZE - N/A
NUMBER OF UNITS (DWELLING, COMMERCIAL): N/A
OWNERSHIP STATUS (RENTAL, CONDOMINIUM'S, ETC.): OWNER
TYPE OF UNITS - OFFICE/MEDICAL
DENSITY - N/A
NUMBER OF PARKING SPACES REQUIRED (W/IrORMULA PER SECTION 102)
33 (1 PER 250 S.F.)
NUMBER OF PARKING SPACES EXISTING • 0
NUMBER OF PARKING SPACES PROVIDED 41 (INCLUDING 2 HC)
NUMBER OF COMPACT SPACES ALLOWED (UP TO 25% FOR LOTS WITH 10 OR
MORE SPACES) - 11
NUMBER OF COMPACT SPACES PROPOSED - 0
DEED BOOK AND PAGE NUMBER - DB.2450. PG.146
TAX MAP AND PARCEL NUMBER - 346F-46
MAP BOOK AND PAGE NUMBER - NOT ONE ON RECORD
CALCULATION OF REQUIRED LANDSCAPED AREA - Z750 S.F.
CALCULATION OF VEHICULAR SURFACE AREA EXISTING - N/A
CALCULATION OF VEHICULAR SURFACE AREA PROPOSED - 22.922 S.F.
IMPERVIOUS SURFACE AREA EXISTING - 0
IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) 26.895 S.F.
IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) = 35,735 S.F.
REQUIRED LANDSCAPING:
REQUIRED INTERIOR LANDSCAPING - 1,375 S.F.
PROVIDED INTERIOR LANDSCAPING - 1,440 S.F.
REQUIRED EXTERIOR LANDSCAPING - 1,375 S.F.
PROVIDED EXTERIOR LANDSCAPING - 1,375+ S.F.
TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) -
60,984 S.F. (1.40 ACRES)
IMPERVIOUS SURFACE RATIO = 0.58 (MODERATE)
f OF TREES REQUIRED - 4
f OF TREES PROVIDED - 4
# OF SHRUBS REQUIRED - 19
# OF SHRUBS PROVIDED - 19
POND LANDSCAPING REO (AREMENTS:
LINEAR FEET AROUND POND - 262.00 L.F
TREES REQ. PER 50 FEET - 5.24 TREES
SHRUBS REQ. (MUST COVER 50% MATURITY) - 10.48 SHRUBS
I REF: D.B.2450, P.146
PRESUMED LOCATION EXISTING
FORCEMAIN (SEE SPECIAL NOTE)
EIS
ADD F.E.;
INV-31.6
3!
s' 04AIN LW FENS
(PUMP STATION) -
REFUSE COUEC
CONC. PAD PLAQUE WOOD 1
FENCE AND SATES(SE DE'TAL) /
+ 35.86
2W SSE+NC ER) E�IENT-,-
(Kau
35.91 +
PROPOSED 20 D&UE (ACTUAL LOCATION
DEPENDENT UPON 'AS -BUILT" LOCATION --,
OF FORCEMAIN) - SEE SPECIAL NOTE .
36.98+
ONSLOW COUNTY MEMORIAL HOSPITAL
D.B.390, P.625
ZONE = 0&1
VACANT
36.
200SF.
+ 3
36.6
SPRINT 36.77+
EASEMENT ECM
M.B.38, P.24,
SL. K-251 e
7.0 7.237�23
.98 f
PRESUMED LOCATION EXISTING 3 E f
FORCEMAIN (SEE SPECIAL NOTE) SL
SANDY RUN MISSIONARY BAPTIST
CHURCH APARTMENTS I, INC
D.B.396, P.586
ZONE - RM-6
2W TYPE "A" NATURAL BUFFER
_ (SEE NOTE) *20' CA DITCH
353�5.43+
BE PAVED6.83
.2
y f 36
� f
� oato
,
+36.61
INTERIOR
+ 36 60
r
tv 9,�,
Q 1-f RAix°R X�--�_
p 112 �J
+�nx iNo ur eat
f
i
1
p)!;R �S•36.
PROPOSED POND �
/ 6 CHAIN LINK FENCE
p•C. CRUD
SITE
® I
® 36.18
w
^� MUTHER,
BALLENGER & JREISAT
GENERAL
PARTNERSHIP
D.B,1118,
SL
P.914
VICINITY MAP
ZONE =
F. +36.35
0&1
NOT TO SCALE
.33 6.38 36.10 (�
+
EB
42.7'
4. El
��
tM
�- 36 96
LEGEND
+37
M G� Aft N37.033 6 EXISTING
thN
EIS = EXISTING IRON STAKE
LrX +36.35 ON ST ED 3f3'
aoe• MEDI E-STORY OFFI
ECM-
EXISTING CONCRETE MONUMENT
WOOD Y
EIP
- EXISTING IRON PIPE
MEDICAL +3615 P)
\
SIS
= SET IRON STAKE
OFFCE
F�' = 37 5
+3 . 3
NOTE: REQUIRED LIGHTING BY JONES ONSLOW ELECTRIC COMPANY IN THE PLACES NOTED WITH
EPK
p.p
= EXISTING P.K. NAIL
= POWER POLE
LIGHT POLE SYMBOL
*12--250 WATT SODIUM VAPOR SHOE BOX STYLE FIXTURE. DARK BRONZE ALUMINUM POLE.
M.H.
= MANHOLE
cMv 6.3#
3 38
DIRECT BURRIED.•
R/W
= RIGHT OF WAY
> ~ , 64.2'
719
NO OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER
HYD
= FIRE HYDRANT
� .29
M�NLSA•NDSCAPNG
,•4
�1 LIGHT POLE
36.E !_
O.a0'd
ASPH� 4 36.1
+ 6 ••
ECM INV- .67
(INOT ON LINE o
6.
N / EB / g�,n v 37.03
Q�` 3 .63
m +36.45
N 3 � / 3 3
XJ.I6 "6 36.34 37.65
� �
`� 6.28
o � � 6.20
ONSLOW COUNTY MEMORIAL HOSPITAL z /
D.B.390, P.625 d
ZONE - 0&1 6.
VACANT =3�A
I'B�FL :33.�4
1 1 3626 IN
TYPE . e BUFFER NOTE
EXISTING WOODED AREA TO
REMAIN A MINIMUM OF 20'
MADE AND TO BE EVALUATED
BY THE CITY OF JACKSONVILLE
FOR USE AS A TYPE "A" BUFFER.
Minimum Planting Per 100 if:
Large Trees -- *4= 7
(Min. 8' high & 1 caliper O planting,
typical height at maturity. 25'+)
Small Trees - &6- 10.3
(Min. 4'-B' high & 1"caliper O planting,
typical height at maturity. 10'-20')
Large Shrubs- &25-42.75
(Min. 24"high planting, typical
height at maturity: 1'- W)
Screen shall consist of a screen
that In opaque from ground level
to a height of at least 6 feet.
CURVE TABLE
CURVE
I CHORD BRG I
CHORD
DELTA
RADIUS
I ARC
ITANGENT
C1
I S36'51'12"E
I 296.66
68'34'43"
263.29
1 315.14
1 179.53
LINE TABLE
LINE
T BEARING
LENGTH
L1
I S02'33'58"E
22.00
I
t 7.16 ' +37.55
7
36.27 1�E µ+� APPROX. LOCATION OF
7.08 r 8" WATER MAIN
37.12
SUSINE 7.08 .1
SSMH
4. �3®�A-m TOP=38.1d
/ RIS
36.62 , R'W CPS- INV=29.d2
SI 60
36. 36.7�61` �3� 35.34
cuRg zo r 0))Ft1AL 0-3V6�.-91 � 36.62416 95
37.44
RE �.737.43
0
.83 R /*
EXISI
N
SEVIER MAIN
NcT
v~
v
6.23 36.3
3 77 ONSLOW COUNTY HOSPITAL AUTHORITY fell
EIS 36.7
�► D.B.1461, P.884 �, 41
N1
59 6.9 EPK
36.57 j
36.69 j 36.81 6.79 a
:1 %%
fn
� EP4 !
16-691
6.7$
Lj n
SPECIAL NOTE CONCERNING FLOW &
AS THIS PROJECT DOES NOT INVOLVE INSTALLATION OF NEW
COLLECTOR SEWERS, THE CITY OF JACKSONVILLE HAS
DETERMINED THAT THIS PROJECT IS NOT SUBJECT TO THE
PROVISIONS OF THE CITYS FLOW ALLOCATION POLICY (I.E.,
PROJECT HAS BEEN CLASSIFIED AS "IN -FILL"). HOWEVER, FOR
THE PURPOSES OF TRACKING AVAILABLE SEWER CAPACITY,
SEWAGE FLOW ASSOCIATED WITH THIS PROJECT IS ESTIMATED AT
250 GPD (10 EMPLOYEES AT 25 GPD/EMPLOYEE).
36.65 3 OMIVER:
q raq ABAYOMI & ADESOLO OSUNKOYA
200 MEMORIAL DRIVE
_ 36.9�v N.C.G.S. MON. "MALL" 910 JACKSONVILLE
3 NC. 28540
d 7 � N=373,648.134
+37.1s 48 E-2,485,532.526
�f
w
EIS --��
MF�dRdA CL QUR �, �--
R£I.1 ALB• 14, PG, 53) R/W
---�
�y
R/W "�--
1, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISI.ON,, 4Q ED REFERENCES SHOWN
HEREON); THAT THE �9i�LNpAgI 'IW SURVEYED ARE
CLEARLY INDICA. •.THE, f PRECISION
AS CALCULATED l 0 / Y
ORIGIN SIGNR AN SEAL
THIS- �+ DbhAL
AB 0�4 .
6
JOHN L PIERCE 0, -2
UR • G
DEZLQEEEL
FARRIOR & SONS INC.
P.O. BOX 127
9571 HWY. 264 ALT. WEST
FARMVILL.E. NC. 27828
252-753-2005
ZN C.G.S. MON. "COLLEGE"
N=376,249.979
/ E=2,484,126.882
N AD 83
C.F•=0.9999110
SITE, LANDSCAPING, & WATER, SEWER PLAN
SHOWING
INDIVIDUAL LOT ON
MEMORIAL DRIVE
PREPARED FOR
DR. ADESOLA AWOMOLO & HUSBAND,
ABAYOMI OSUNKOYA
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN PIERPIERQE & A 0 IA P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV. 22, 2005
SCALE: 1 "= 40' F.B. 759,(720) PG. 3(70-71)
JOB #255990 FILE NAME: AWOMOLO(loyout 3)
REVISIONS: JAN. 2006 (TRC)I f7M, 7,7, Z0Biv (4m)
GRAPHIC SCALE
40 a 20 40 so Teo
(UfFEM)
I torch - 40 &
o jects\AWOMOLO ADES0L0\dwg\AW11M0L0 ADESOLO,dwg (PRELIMINARY LAYOUT-3)
SHEET __2_OF a-
- �.-• f n S -T TTy •• -r rT- T r �1 _ 1 `[Y_.-; !Y-IT-.!7T-4 f
f
�� � �r i�IF it rrr � �� 1� `}_, �, • � ,{ � 1 g�� -��• r fe! ii'� I�(.�
., -. ,:�'�� .�, �:. ..'. . � t��' � ,. e. �.'t, ��� -�,1L� 1 �. 1 �; I r• I { `Iwa%�Iti, :f_�S 3k.%,.'��.

CONSTRUCTION NOTES!
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION,
2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
WATER AND SEWER SERVICES.
3. WATER AND SEWER SERVICES PROVIDED BY THE CONTRACTOR.
3.o. THE DETENTION POND WILL BE CONSTRUCTED BEFORE INSTALLING THE STORM
PIPES AND DITCHES.
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
MEET WITH THE CITY OF JACKSONVILL.E'S SPECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE
FILL AS REQUIRED.
S. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WALL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL.
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS.
e. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE/EXIT AND SHALL BE
20' x 50' x 6" DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO
LEAVING SITE. (SEE DETAIL)
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T.
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS.
11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50'
13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION.
CONTRACTOR TO COORDINATE WITH POWER COMPANY AND CITY OF JACKSONVILLE PRIOR TO RELOCATE
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
16. DEVELOPER TO COMPLY WITH MUTCD STANDARDS FOR ALL STOP SIGNS.
17. HANDICAP PARKING SIGN'
IS TOA 8 DABOVE GROUND AND BE EITHER R-7 OR
12-8 SM.
18. NO NATURAL GAS ON SITE.
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR NTH SURFACE DRAINAGE (AS SHOWN).
20. ALL CLEAN --OUTS TO BE HOUSED IN CAST IRON VALVE BOXES MATH PLAIN TOPS.
21. CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED BY THE CITY OF JACKSONVILLE'S
SPECIFICATIONS.
22. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.AA MAP 3720438700J, PANEL 4387
EFFECTIVE DATE NOVEMBER 3, 2005 AND IS NOT IN AN AREA OF ENVIRONMENTAL CONCERNS
23. ALL WATER SERVICES TO BE 3/4'PVC.
24. ALL SEVER SERVICES TO BE 4"PVC.
25. 15'U1ILITY EASEMENT OVER THE CENTER OF THE WATER AND SEWER LINES AND THROUGH
EACH WATER METER AND SEWER CLEANOUT WAS PREVIOUSLY RESERVED FOR THE NOW
EXISTING UTILITY LINES.
26. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT.
27. ALL SIDEWALKS, NEW OR EXISTING, SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
31. ANY EXTERIOR LIGHTING SHALL NOT ADVERSELY AFFECT ANY TRAFFIC OR
ADJACENT PROPERTY OWNERS.
32. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED 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 REMEOVED AND/OR RELOCATED IN ORDER TO CREATE
AND/OR MAINTAIN THIS CLEARANCE.
33. ANY SIGNAGE WILL MEET ALL APPLICABLE STANDARDS OF THE CITY OF JACKSONVILLE.
SITE DATA
NUMBER OF LOTS - 1
NUMBER OF EXISTING BUILDINGS - N/A
EXISTING USE(S) - GOVERNMENTAL USE (PUMP STATION)
PROPOSED USE(S) - OFFICE/MEDICAL
NUMBER OF UNITS (COMMERCIAL) - 1
NUMBER OF STORIES - 1
SQUARE FOOTAGE OF PROPOSED BUILDING - 8.488 S.F.
TOTAL SQUARE FOOTAGE OF BUILDING & CANOPY - 8,840 S.F.
SQUARE FOOTAGE OF EXISTING BUILDING(S) - N/A
SITE ZONING - Odd
TOTAL ACREAGE = 60,984 S.F (1.40 AC.)
ACREAGE OF LAND TO BE DISTURBED AND EXPOSED - 60,984 S.F (1.40 ACRES)
ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE - N/A
NUMBER OF LOTS - 1
MINIMUM LOT SIZE - N/A
AVERAGE LOT SIZE - N/A
NUMBER OF UNITS (DWELLING. COMMERCIAL): N/A
OWNERSHIP STATUS (RENTAL. CONDOMINIUM'S, ETC.): OWNER
TYPE OF UNITS - OFFICE/MEDICAL
DENSITY - N/A
NUMBER OF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) -
33 (1 PER 250 S.F.)
NUMBER OF PARKING SPACES EXISTING - 0
NUMBER OF PARKING SPACES PROVIDED = 41 (INCLUDING 2 HC)
NUMBER OF COMPACT SPACES ALLOWED (UP TO 25% FOR LOTS WITH 10 OR
MORE SPACES) - I
NUMBER OF COMPACT SPACES PROPOSED - 0
DEED BOOK AND PAGE NUMBER - DB.2450, PG.146
TAX MAP AND PARCEL NUMBER - 346F-46
MAP BOOK AND PAGE NUMBER - NOT ONE ON RECORD
CALCULATION OF REQUIRED LANDSCAPED AREA - Z750 S.F.
CALCULATION OF VEHICULAR SURFACE AREA EXISTING = N/A
CALCULATION OF VEHICULAR SURFACE AREA PROPOSED - 22,922 S.F.
IMPERVIOUS SURFACE AREA EXISTING - 0
IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) - 26,895 S.F.
IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) 35,735 S.F.
REQUIRED LANDSCAPING:
REQUIRED INTERIOR LANDSCAPING - 1.375 S.F.
PROVIDED INTERIOR LANDSCAPING = 1,440 S.F.
REQUIRED EXTERIOR LANDSCAPING - 1,375 S.F.
PROVIDED EXTERIOR LANDSCAPING - 1.375+ S.F.
TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) -
60,984 S.F. (1.40 ACRES)
IMPERVIOUS SURFACE RATIO - 0.58 (MODERATE)
# OF TREES REQUIRED - 4
# OF TREES PROVIDED - 4
Ill OF SHRUBS REQUIRED - 19
# OF SHRUBS PROVIDED = 19
POND LANDSCAPING REOUISEM0 5:
LINEAR FEET AROUND POND - 262.00 LF
TREES REQ. PER 50 FEET - 5.24 TREES
SHRUBS REQ. (MUST COVER 50% MATURITY) - 10.48 SHRUBS
SANDY RUN MISSIONARY BAPTIST
CHURCH APARTMENTS I, INC
D.B.396, P.586
ZONE - RM-6
ADD F.E.
INV-31.6(
3E
V CHAIN UNK FENCE
(PUMP STATION)COLIACTION
-
COW- PAD WOOD
FENCE AND GATE!(SEE DETAIL)
ONSLOW COUNTY MEMORIAL HOSPITAL
D.B.390, P.625
ZONE = 0&1
VACANT
SPRINT
EASEMENT
M.B.38, P.24,
SL. K-2511
ONSLOW COUNTY MEMORIAL HOSPITAL
D.B.390, P.625
ZONE = 0&1
VACANT
TYPES BUFFER NOTE
EXISTING WOODED AREA TO
REMAIN A MINIMUM OF 20'
WIDE AND TO BE EVALUATED
BY THE CITY OF JACKSONVILLE
FOR USE AS A TYPE me BUFFER.
Minimum Planting Per 100 IF
Large Trees - *. 4= 7
(Min. 8' high dt caliper O planting,
typical height at maturity. 25'+)
Small Tracts - W6- 10.3
(Min. 4'-6' high & 1"caliper O planting.
typical height at maturity. 10'-20')
Large Shrubs- Qx25-42.75
(Min. 24'high planting, typical
height at maturity. V- 6')
Screen shall consist of a screen
that is opaque from ground level
to a height of at least 6 feet.
CURVE TABLE
CURVE
I CHORD BRG
I CHORD I DELTA
I RADIUS
I ARC
TANGENT
C1
I S36*51'12"E
1 296.66 1 68`34'43" 1
263.29
1 315.14
179.53
LINE TABLE
LINE
BEARING LENGTH
L1
S02`33'58"E 1 22.00
37
'36
-".1' 36.34
_b. t 6
5 � �
6.69 N
r�
W
36.65
A a$
'Cr
Q "
W+37.16
Fi
w
EIS --��
1�
I
MF�IQRI4L COURT
Cf rf" III$. 14, PG, 0, R �
3
a= 3
R W ~�
�t20' CA DITCH
�-6' CHAIN LINK FENCE
36.18
MUTHER, BALLENGER & JREISAT
GENERAL PARTNERSHIP
D.B.1118, P.914
ZONE = 0&1
DRAINAGE PIPE CHART
AREA
Q10
DIAMETER
GRADE
LENGTH
VELOCITY
PIPE
(acres)
(cfs)
(inches)
(d)
(if)
f��!
"A"
0.46
2.8
12"
0.65
163
0.96
5.9
15"
0.50
44
4.0
1.40
5.2
15"
2.00
30
8.5
Q=CiA RCP Reintozced Conciete Pipe
tc=5 min. LF Linear Feet
i1C=7.17 is/hr. FP_ Feet per Second
C-C.P5
N0•:E!
1. Contractor shail use RCP or DIP for all pipes .inderneath asphalt
or concrete traffic areas. Contractor may use P=F, GIP, PVC or
H'0PE (2 Ka13) in all other areas
RIP RAP SCOUR PAD SCHEDULE
Sized using NYDOT
Dissipater Charts.
VELOCITY
I.ETIGTH
WIDTH
TYPE
RRSP # (fps)
ZONE {feet)
(fee:,)
STONE
1 4.0
8
5
C1"B.,
2 8.5
2 8
5
C1"B"
NOTE: REQUIRED LIGHTING BY JONES ONSLOW ELECTRIC COMPANY IN THE PLACES NOTED MATH
LIGHT POLE SYMBOL
*12-250 WATT SODIUM VAPOR SHOE BOX STYLE FIXTURE. DARK BRONZE ALUMINUM POLE.
DIRECT BURRIED.*
NO LANDSCAPNG OTHER THAN GRASS WTHIN EASEMENT'S OR OVER WATER AND SEWER
MAINS.
31
6.9'1� r
AWIAL�+ APPROX. LOCATION OF
7.08 8" WATER MAIN
37.12
NE 7.08 .1
� SSMH
6. 36.7 Pn $,.� NV=29.62
' 36.76 _ ro
l 36,34
�p,L �rF-36. 4 G. S31 36� 6.95
MC) ME 7 44
�0 �- 37.43
ONSLOW COUNTY HOSPITAL AUTHORITY
D.B.1461, P.884
N.C.G.S. MON. "MALL"
N=373,648.134
E-2, 485,532.526
1. T19S S11E CONTAINS NO SFrMM 404 X LANDS.
2. ALL STWA'IER IDMATING FIRM Mi1PERM S SURFACES (INC AMM
ROOF) SHALL BE DIRECTED TO THE STMWA7ER POND.
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 PARIES NOT SURVEYED ARE
CLEARLY INDICAT6,tii`� "114E,�tAT10 OF PRECISION
AS CALCULATOF` 1 2 MY
ORIGINAAL� SIE BER AND�5EAL
THIS..L�l l 20rQsq
=� w=
JOHN L PIHt Pi S. L-2
�',, '�qND SJ•' Q�
ABBAAYEOMI do ADESOLO OSUNKOYA
200 MEMORIAL DRIVE
JACKSONVILLE, NC. 28540
910-455-551
FARRIOR do SONS INC.
P.O. BOX 127
9571 HWY. 264 ALT. WEST
FARh1VILLE, NC. 27828
252-753-2005
N.C.G.S. MON. "COLLEGE"
N=376.249.979
/ E=2,484,12fi.8$2
NAD 83
C.F.=0.9999110
$.a GRfl
STORMWATER DESIGN BY
VICINITY MAP
NOT TO SCALE
LEGEND
EIS =
EXISTING IRON STAKE
ECM =
EXISTING CONCRETE MONUMENT
EIP
EXISTING IRON PIPE
SIS
SET IRON STAKE
EPK =
EXISTING P.K. NAIL
P.P =
POWER POLE
M.H. =
MANHOLE
R/W =
RIGHT OF WAY
HYD =
FIRE HYDRANT
* - LIGHT POLE
Le4end
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SING
o
MULCHING
NO
RPRAP-LINED CHANNEL
TEMP DIV. DITCH
LEVEL SPREADER
OUTLET STA81LiZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (7 MP)
113
FABRIC DROP INLET PROTECTION UW)
�!
BLOCK R GRAVEL INLET PROTECTION (TEMP)
TEMPORARY SEDUE'NT TRAP
SILT FENCE
-sf-
ROCK DAM
D
CHECK DAM
-
PROPOSED FINISH GRADE
/®
PROPOSED TOP OF CURB MOE
PPE LABEL
„A n
Crystal Coast Engineering, P.A.
+Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 20M
PHONE: [phone] - FAX: [phone]
GRADING, DRAINAGE & STORMWATER PLAN
SHOWING
INDIVIDUAL LOT ON
MEMORIAL DRIVE
PREPARED FOR
DR. ADESOLA AWOM OLO & HUSBAND,
ABAYOMI OSUNKOYA
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
. PREPARED BY
JOHN L....PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV. 22, 2005
SCALE: 1 "= 40' F.B. 759,(720) PG. 3(70-71)
JOB #255990 FILE NAME: AWOMOLO(layout 3)
REVISIONS: JAN. 2006 (TRC)
GRAPHIC SCALE
,o
(INIM)
i inch - 40 tL
P!\:�-0jects\AW0M❑L0 ADES0L❑\dw9\AW❑M0L❑ ADESOL❑.dwg (PRELIMINARY LAYOUT-3)
REF: D.B.2450, P.146
SHEET -!-OF 5

OY *GUN T-
-10P O'IE10!
r AND Ir FIRM
fTA1N1ED salrAOF
Pair. Tipp zldawp
POI arr 1EOUIREMO s
uDleR raSF�D
COWDRATM COCK
�-- car_ 1110 L UDIR CORP.
coat FOR 1IE!'ORT HOM:
-VMTM MIN 1 AIER ALL NEST ALL APP'L10M CM OF
IEOEIIIfLE?!T3OF
�>� "WT 7D Opp#tA11aN fN CNrf OF
CARRY fED10 61E EpEE11 PaEAc aEfe►IGIs oEAAR1LOIT.
AID AROUND PIPE TO PROTECT 3) rER11 fEl WAIL NAYS A YERRCAL OUT.
CORPORATNN COW
Typical Water Service
NO SCALE
/RAIL PLUS
•RN MAIN rldlm N
NER LOSTMX TO am
Pseellm tEApE
Norm&
I. T1[ 1 IEROM OF 7!E SIDIVICE OfTCN sou COIIPACTm tN r
FWI
LAVM WITH HECMNICK TAMP.
L SOLVOR COW FW PVC FNfi AND fTTTIIOS TO ! AWN 0-35"
3. PVC SWU ADO !ID LIMEY K �OEa N
11101=111Alfa 101=11IO DF S� In MUST OOIMk'I MAIN pd1 so r w
CLASS a IMMEI01111 (SM .rm I I MAfL Fig OWNRT NMR.)
,vw 1In
I� sa son
$Now
r
TYP. PVC SEWER LATERAL
WITH IN --LINE WYE
EXISTING ROAD
R/W►I \ 1 l I/ R/W
50' 401.
LENGTH
CONSTRUCTION
ENTRANCE � II
PROFILE 1f'Z H'1
(SEE NM
'EO-FABRIC
PLAN VIEW
1. Stone oil* - Use MSHA Size No. 2 (2-1/2' to 1') or AASIHTO
designation e she No. 2 ( 2-1/r to 1-1/2'). Uee de
2. LengM - As of octh^ but not lase fllan 50 lwL
3. 7Mcla see - Not Was that dL (6) Indnaa.
4. WMdtA - Hat lace fines *A wldlh of all paints of
Ingram or ape MMlnrmrm of tr.
* Waehing - when naewsorX, diode ahal be dawned to
rwnwva Ndmant prior to anboinco onto public Mkt-oH-
waEp When waNldq Is required, M stied be dame an an
area atablMred *M cru*W eta ns whNCf1 drarne into an
appm wansnt trap or "Emit bosK AN ssftwd
steal be Wwwonted torn antaring any Storm Oral►, dtcK
or watercourse uwouo %w of sa►dbayu, gravel. boards
or other apprmmethods.
* Maintenance - The ant once steal be maintained in a
candMon w" will pow. Ns ooM or Rowing of
om*nent onto public nighbr-af-way. TMs may require
parlode top droning wMh a l Wo sbarn+ w awdlum-
denwW and rwpalr and ar c$owa t of any meaurw used to
trap sldkwot AN soclknowt, spilled, dropped. wwhed or
trailed onto public 01010-af-10" nest Da rwmaved
IrrMnadatdlc
STABILIZED CONSTRUCTION ENTRANCE 12--5
NOT TO SCALE
CONSTRUCTION SEQUENCE OF EACH SECTION
10 an
CROSS SECTION
DESIGN SETTLED \
� \ 21MIN
5 ft 1.5
MAX, ft
FILL
FILTER
(WEIR)
4 ft MIN
1-1/3 /3—A 1 /6
W W ..
J
H
W
F--
0
6"SLITS SPACED 60APART ® 6"ABOVE
GRADE.
5 ft MAX
FILTER FABRIC �-
6" BELOW SETTLED TOP
OVERFILL 6"
tFOR SETTLEMENT
TEMPORARY SEDIMENT TRAP
(D-8)
SPREAD 4' TOPSOIL OVER AREAS 70 BE SEEDED AND ESTABLISH UNIFORM
GRADE P" TO SEElDla APPLY LIME AND FFRM12ER AND WORK MTO
,a
SEED BED. DIS1RIBl17E SEED UNIFORMLY AND DOWER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECUINLY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND NTH ASPHALT TACK
W1E7RE SLOPES EXCEED 4X
MATERIAL APPIRA710N RATE
SUPERPHOSPHATELIME W ACRE
APIM - .OILY
3F
BE ( ULLEU) 10 POl1lDSrACRE
MWARY - MARCH
502D
BERMUDAKY-3(U*lUI.ED) P S/
mm (GRAM) 25 POUNDS/ACRE
SOMEMBER - NOVE111111 t
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 3 TONS/ACID
ASPHALT TACK 300 GALLONS/ACRE
NONE:• OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTt
UNDER NO CROAMANCES MAY 'WEEPING LOVE GRASS' BE USED.
SEEDBED PREPARATION N07M
I.
SURFACE WATER CONTROL MEA5URE5 71D BE INSTALLED ACCORDING TO PLMI.
2.
AREAS TO BE SEEDED SHALL BE RPPED MID SPREAD MATH AVAILABLE
TOPSOIL S' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALT BE C--r DEEP.
3
LOOSE ROCKS. ROOTS AND OlHW OBS1RWRONS SHALL BE REMOVED FROM THE
SURFACE SO INAT 7FEY WILL NOT IMERFERE 11117H THE ESTABLISHMENT AND
MAMIETIANCE OF VEGETA710L SURFACE FOR FINAL S®BED PREPARATION.
AT FWSH GRADES SHOWY, SHALL BE REASONABLY SM007H AND UNIFORM.
44
OF NO SON. 7EST IS TAKEN, FERTILIZER AND LIME 70 BE ACCORDING TO SEEDING
SPEWICA71ONS ABOVE IN ADDITION, PROMM 15 LBS/1000 S.F. OF SUPER
PHOSPHATE
W SOIL 7EST IS TANKER. PFldVI1E LIME AND FERTHLlmt ACCORDING TO SDI. TEST
REPORT.
d.
LIE AM FER71l12ER SHALL BE APPLIED UNIFORMLY AND MrAED NTH THE SOIL
DURING SEEDBED PREPARATION.
1. OBTAIN PLAN APPROVAL
2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCES. GRAVEL, & INSTALL SILT FENCE.
3. BEGIN STRIPPING SITE & EARTHWORK.
4. DETENTION POND WILL BE INSTALLED PRIOR TO INSTALLATION OF PIPES AND DITCHES.
5. INSTALL CULVERT AND RIP —RAP APRON.
6. MAINTAIN STRUCTURES DURING CONSTRUCTION.
7. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
8. REMOVE TEMPORARY MEASURES.
9. PERMANENT GROUND COVER TO BE ESTABUSHED "THIN 15 WORKING DAYS
AFTER COMPLETION OF ANY PHASE OF GRADING.
r BCSC TYPE 1-2 ASPHALT
t'B. ABC S70NE >1y >r 5"
rrrfw ply Pr r r r r
PAVING DETAIL
40T TO SC -MY
EMERGENCY BY—PASS
6" BELOW SETTLED TOP
OF DAM
NATURAL GROUND
PLAN YIEW
INSTALL 8' OPAQUE
SEVrM 'A' - 'A'
DUMPSTER PAD DETAIL
NOT TD SCALE
1/2' R elm-if—R
1/S' R
01
1 3 R G d 12'
6'
1
d -.+
CURB & GUTTER DETAIL
NO SCALE
8'
N
N Il LVf\VV .\I• •\/\.
4' 15' THICK
RIP —RAP APRON
OUTLET PROTECTION
(NOT TO SCALE)
a
C
O 5'
)08
GEO-FABRIC TO BE
INSTALLED UNDER
RIP -RAP
12 OAIW 4 W OR rW 1E1DED NNE MOOTED ONTO
PRUCHM 17 CHANNELS ON METAL POSTS OR FAS'1E M
70 CEDAR OR WOW POSTS IM NM O STAPLES.
11OMW TYPE N5ULATE1i
ERCLOSIIRE (OUTSIDE MTALL
ATwN GPILY)
INTEGRAL BALL VALVES
OR EQUAL (VALVE M751\
BE US+C APPROVER) \
zusON POOL
ONLY
r FLOOR DRAIN
(INSIDE IMSTALA71001 (PLY)
MN/30' MAX
CONC. SLAB (OU1510E INSTALLATION)
CONIC. FLOOR (MODE IMS'TALLAT10N)
PVC GALY. OR DIP GALV. oR DIP PVC
UNDER GONG. UNM CONIC.
RPZ Backflow Preventer
NOT TO SCALE
wx Talk >/r ALAe■RII NIM�MPEI
'IMq*+ 131101 R7_6 ON R7-" SOLT TO
THIL TUNE VITN 3W CAMA PL.ATEI
IOLM N m Ale VASHM
Pasar PwsL
ELY
1Rr-Aunt a
Kelm VIK HM' ALUDeer ZM RT-a
raxreel
new
'NAXI MWTY SIMI%s. IMMS743)
NI
sew
rk r 9mm TLM onus INTO
POW eV . H10vaE MELM 1N
PAW WHIM
PAW Pear am I
r at m S"ZL PIP[ rxLa VAN
'
V/106-fir' lim REFINES EACH VAT i}EU rw
L-C l K Cs101111 E IAK
33
11.
N71Er IIAIIffiIM n PARKM lair SHALL Cae'!>>r VR111
CEAMEMf STATE. LOCAL Own * A" wou"r m
HANDICAPPED PARKING SINAGE
NOT TO SQALE
HANDICAP SIGN REPRESENTATION. CITY ISSUED
ULTRAVIOLET RESISTANTMlF7 GREEN CHANEL POST IS ACCEPTABLE AS LONG
FAMW TO WE
YRIrM METAAL CLIPS Olt R WONT AT If' OFF AS SIGN HEIGHT/SIGNAGE STANDARDS ARE MET.
Cow
MAMU M SIT SWAM LEYFL RE7MM
"4WT WIIEN TNeS L.M IS REACHED ((song
OR AS DIRE= BY CONSIDIWIION INSPECML
A --
it
DETAIL SHEET
_ SHOWING
INDIVIDUAL LOT ON
NATURAL GRADE MEMORIAL DRIVE
CARRY APPROXIMAIMY Ir OF FAMC INTO TFIM4. PREPARED FOR
CMIER WITH SOL AID TAMP SAOC IL. DR. AD ESO LA A WOM OLO & HUSBAND,
CM" Ir OF WW INTDTRICI'f. ABAYOMI OSUNKOYA
METAL. BAR Olt4'na• "LEA'® WOOD Posts AT W JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
OFF CE]IlE7R MAI4RIY. ciDAR meWOOD Pam sT1o1rLD
K 3• cup wpm". PREPARED BY
JOHN _ L. PIERCE & AMCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV. 22, 2005
SCALE: 1 "= 40' F.B. 759,(720) PG. 3(70-71)
JOB #255990 FILE NAME: AWOMOLO
REVISIONS: JAN. 2006 (TRC)
MARCH 3, 200
SHEET 4 OF 5

• ��.�� -- ---.- ..- �-- - ------- �_�'is-ai._ _........__.... ...�—_-.,..:-_� ...'�.. ,.. __... .. .�. ... ��.- ���+. .- _. .�..—_ _�-._.-�.Li1-.... ..:tip._.. ���.1
C GRID tAloRSH
N
\IV VVIUAR%P,
ELECTRICAL SYSTEM
Treatment Pond - Plan
Scale: in = 20'
CONSTANT POND SURFACE AREA 2,941 S.F. 9 EL= 32.00
1' DESIGN SURFACE AREA - 3,698 S.F. a EL= 32.92
APPROX. TOTAL POND VOLUME = 4,922 CF
ACTUAL FOREBAY VOLUME - 980 CF (19.9% OF TOTAL VOLUME)
NC•
76.94'
fie, 1 63.63'
3' MAIN POND N0i
+ NORMAL POND
(ELEV. 32.00)
• 62.82'
78.40' 'Pe,
Pond Dimensions &_Layout_
Scale: i" = 20'
SCEmwr SCnsns rr
-
PLANTING SCHEDULE
SEEDBED PREPARATION NOTES
NOTEr ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDBA VEGETATIVE
SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
�PLANTIHG SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATEDSHELF
I. SURFACE WATER CONTR13L MEASURES TO BE INSTALLED ACCORDING TO PLAN.
VEGETATION.
I!. AREAS TOO SEEDED SHALL BE RD�PED AND SPREAD WITH AVAILABLE
SPREAD 41 TOPSOIL OVER AREAS TO BE H+l.AN1ED BLISHI tNGOtNMI
GRADE AND ESTA
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPANIONS DEPTH SHALL BE DEEP.
SAD 41 TOPSOIL OVER AREAS TO E SEEDED AND ESTABLISH UNIFORM
PRaBt TO PLANTING PLANT ANY TWO M) flF THE FOLLOWING SPECIES vITHIN
3. LOOSE ROCKS. RATS AND OTHER OBSTERFEREiS SHALL BE FROM
FROM THE
QUA PRIOR TO SEEDING. APPLY LINE AND FERTILIZER AND WORK INTO
THE LDUTS 13F THE DESIGNAYED VEGETATED SHELF AT A DEM M MOT LESS THAN
SURFACE SO THAT THEY WILL NOT ESTABLISHMENT AND
WITH THE ESTAILEPR
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER L GHTLY,
ONE PLANTING PER SQUARE YARDI
OF VEGETATES SURFACE FIR FINAL SEEDBED PREPARATION,
SURFACE ATI
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
AT FINISH G
AT FINISH GRADES SHOWN, SHHAL,L. BE REASONABLY SMOOTH AND UNWORN.
WITH STRAIGHT BLADE DISC D'i FLAT AREAS AND WITH ASPHALT TACK
trP4ReT
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
WHERE SLOPES EXCEED 4X.
ra
ABOVE. IN ADDITION, PROVIDE LD LBS/1000 S.F. OF SUER
Sappltarla l�olia Arroshrnd/Duck Potato
PHOSSPECPHATE.
MATERIAL
MATERIAL APPLICATION RATE
Andr opWo^ v* dcux 00mm�
S IF SOIL TEST IS TAKEN, PROVIDE LIE AND FERTILIZER ACCORDING TO SOIL TEST
A^ & apsop"p^, plorlera`tus f► �°'' '°�
S. LIME AND fERTILIZER SHHALL BE APPLIED IRNiFORIR.Y AND MIXED WiTFH THE SOIL
LINE TONS/ACRE
= SUPERPHOSPHATE600 PONDS/ACRE
Cwatop►ryl M DWQereu" CoontaR
DURING SEEDBED PREPARATION.
FERTLI2ER(10-10-10) 1000 PODS/ACRE
S luckvired� �"
APRIL - JULY
Saururus oeMAS Lhmrd T&K
FESCUE, KY-31 SO POUNDS/ACRE
BERMEl41A GALLED) 10 POUNDS/ACRE
Hersh
cep dc*fttus
P� Pond Weed
-MARCH
Leersla orytoldes Rice Cutpram
.NAMUARY
FESCUE, KY-31 SO POUNDS/ACRE
Ca -ex
SdMus Stem BuRrush
BERMUDA (INHULLED) BO PO1HmS/AQtE
RYE (GRAIN) 25 POUNDVACRE
vvaUdus
=iffrs�us Soft Ruch
SEPTEMOER - NOVEMO3ER
Naphar luieum Spatterdoek
FESCUE, KY-31 50 POUNDS/ACRE
Acon � verDnM SNtehprass
Atorus calonus Se�eet Flap
MULCH R TOWACRE
lode
Ea a nadee Waterteed
vslsrark awercena Wild Celery
ASPHALT TACK 30O GALLONS/ACRE
Zbw a aquatic . WUd RMce
MM OOVER MAY VARY SEEDING TO CONFORM T'O LANDSCAPING REQUIREMENTS,
HIQWEVER, 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 T13 THE GRADE AND C13NTOM
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'DVER-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.
Outlet Structure
(See Detall)
No 5 Bar 'U' Strap
(Coat w/ Bitumastic)
• r
3' Veq.
l
10, v ' (10 yr storm,)
Shetf
___Elev, `C' (I'Design EIevJ v
Eiev. 'B' � -. .-"
Permanent Pond
1 1 /8 HP FLOATING
FOUNTAIN
1 TETHER CHAIN —
ANCHOR —
' - Elev. 'A-11
om
f orebay L Main Pond
n \
12' No.
57 Stone
Draw Down Orifice
(See Detail)
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
5'
BRICK OR
PRECAST
BROS• INC. 24' X 360
INLET CH-ON-2
CONC. GROUT
RILL
BRIM OR
PRECAST
F007MRG � � . � 4 •
2300� coNc. . 4 • � a . �a . * � •
SIS s
Sw ro"
Won 4'O`
Drop Inlet Detail
NO SCALE
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 B1557
(8'-12' Lifts)
Outlet Pipe (Site and
Material per Drainage Plan)
Anti -Float Block
(60 CF Concrete)
Emergency Splllway (100 yr. Flood Elev.)
Anti -Seep Collar
(See Detall)
ELEVATIONS
LOrA=
'Al'
SCHEDULE
EFSERIPT113N
MAIN POND BOTTOM
ELEVATION
27.00
'A2'
FORESAY BOTTOM
29.00
'B'
PERMANENT POND
32.00
'C'
TEMP. STORAGE
32.92
'D'
10 YEAR FLOOD
33.40
'E'
100 YEAR FLOOD
33.46
\—Outlet Protection
(See Eroslon/Sed. Plan)
STORMWATER DESIGN BY:
BROS. MAC. 24' X 315'
INLET CH-BM-2
W
Li
Z
.Z
—.
Li
la.l
ry-
z
TRASH RACK
w
U
/(SEE
DETAIL)
U ALUM BAR
"
!
4-3' ALUM
@ 2' O.C.
r-
6'
ANGLES
j
TOP
.;,.u...
ELEV 'E'
PRIMARY WEIR
ELEV 'C'
ALUMINUM TRASH RACK ��
;
k I
'
2k! DIA, C❑RREGATED
ALUM, RISER
C❑NC ; �LI..�_
!
OUTLET PIPE INV,
FILL ;
�';
ELEV 'B'
RISER
,,•='"
BOTTOM
(SEE DETAIL)
1,
ELEV 'B' 2.00
Z
zl
v
Lr)
Riser
�, 54' MINIMUM
Anti -Seep Collar
Crystal Coast Engineering,P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT. N.C. 28539
PHONE: [phone] N FAX: [phone]
Trash Rack
PLATE HICK STEEL
6' DIAL C❑RR, i (SEE DETAIL)
ALUM, PIPE i OUTLET
\ INVERT
DRILL 2/' HOLE \ -
IN END CAP - TACK 12,
WELD HARDWARE CLOTH__ ;
SCREEN OVER ❑RIFICE
18 MI-
6' DIA,
END CAP
Draw Down Orifice
Outlet Structure Details
No Scale
POND DETAIL SHEET
SHOWNG
INDIVIDUAL LOT ON
MEMORIAL DRIVE
PREPARED FOR
DR. ADESOLA AWOM OLO & HUSBAND,
_ ABAYOMI OSUNKOYA
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L._PIERCE & ASSQ0AIES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV. 22, 2005
SCALE: 1"- 40` F.B. 759,(720) PG. 3(70-71)
Q� = JOB #255990 FILE NAME: AWOMOLO
SEAL I
= I3i18 -
K. y
r \
Mot
SHEET 5 OF 5