SW8020426_APPROVED PLANS_20040305

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
sw_Fl)��(p
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
C
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Yy Yym M D D

INV. 48.1
� +4yas
-CONSTRUCTION SEQUEL_ 0 =CIA
j ao +lINV
I I 43.d \� 0 - 14.2E f (A'A) 517E
TIP � , 1. OBTAIN PLAN APPROVAL
33.70 -4 PIPE AREA(AC.) LENGTH(FT.) SIZE(IN) SLOPE( �} Ili F
�� AREA \ 2. INSTALL CONSTRUCTION ENTRANCE AND ROCK CHECK DAMS,
5 - - A 0.14 6D 15 0.35 0.59
` 8 0.14 31 15 0.35 0.59
}2a 1 +4933 AND SILT FENCES, THEN INITIATE CLEARING.
'+ ' .i 1. ,, ; 18 � - �, ,,� ` \ C 0.18 197 15 0.35 0.76 j
".ti ` \ 3. CONSTRUCT POND AND INSTALL PIPES. D 0.65 133 15 0.35 2.73
TIP-; - Ca z k
� � 1 � E 1.48 168 18 0.35 6.22 �
54.10 , *r - ��-�� 1 TOP- 52.50 •a9,a 4. MAINTAIN STRUCTURES DURING CONSTRUCTION. N
"- IRY=50.1 1 H G 1.96 148 18 18 0.35 135 8.23
i�_. � x x
NCOCIT ST , *� i°°° ASP�IQ 'Z6A �A 5. STABILIZE SLOPES do DITCHES AS THEY ARE BROUGHT TO 'GRADE.
172+50 ,1 -�. - H 5.25 328 30 0.25 22.05 3 =
`4s r .. 54. Sq
6. PAVE DRIVE AND PARKING LOT w
- � � - , �' _ - I 5.53 3D 30 0.25 23.23 x
' .. _. :_ I
I �� � OP-52.50 �� 7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER ;AREA HAS BEEN STABILIZED. J O.aa 107 15 D.a5 1.68 I I A GUM BRANCH ROAD
K 0.48 151 15 0.45 2.02 lilt I � 1 `� ! ;, .,1 ! Yr 30.33 ,� B.A" � � � � Aso ra \ .L 0.99 18 15 0.45 4.16
TP
54. 7 O' I �': _ _au =Z^w 5�30 I =��` = _ + a9 26 M 1.22 224 18 0.38 5.12
- - - -
CJJ_ * N 0.33 148 15 0.45 1.39
,z 1 I } TOP= +x 99 0 0.13 30 15 0.35 0.55
,.5 21I I i t ! ) - 50.01 =� -�� = 1 NOTE: PRO.�CT TO BE BUILT PER RECOMMENpAT10N5
"Jill-31 AND SPECIFlCAT10N5 5ET FORTH IN GEOTECHNICAL ENGINEERING P 0.a2 111 15 0.35 1.76
Flli 60
AREA i - - - SERVICES REPORT JOB No.1061-01-652 PREPARED BY S. & ME O 2.15 79 15 0.59 9.03 -
I � ( ) R 2. 15 59 24 0.59 9.03
ON MARCH 21, 2002 FOR KDA FtNANCiAL, INC. S 2.52 9 24 0.59 10.58 VICINITY MAP - NOT TO SCALE
} T 0.29 93 15 1.10 1.22 PLAN VIEW
V ` . A 67`-�`U 6.13 49 36 iG1PJ 3.47 25.75
ti _ - -� ��
U REV 6.81 46 36icil 4.78 28.59
( , 53.10 _� _ DI8 --
/ - ��_-��9 as V 0.48 185 15 0. 35 2.02 INSTALL FENCE
AROUND
WOOD
D
TOP60.30 _- � W 185 24 0.35
y { ` INV=48.3 �� NO WETLANDS ON9TE
x 279 24 0.35
DUMPSTER PAD
5t.0 - _ _� Y - 184 24 0.35 9
l QI I ', 5 31
53-50r52 _ --_ �0�_ _-�1 w sa Z 300 15 0.40 lConrecN A-2aoOPVC OR eovtvi
4 I Z1 275 15 0.40 (OMTEC11 A-2000PVC 00 EQUIVi 0 Oil +
INv 3.640 � I � { i ! { � , / k `14^ \ 5I.a0 � � 4g - fig!-, � .2" +yo �9 -
i � '� � �4 -
SPILL 01�2 SPILL S ` `Sp ate- NOTE: ALL PIPE ARE REINFORCED CONCRETE UNLESS SHOWN OTHERWISE.
C I� I ` 52.30 CURB 70P=51-00 ASPHALT CURB _`� -' r 'io -=-��=}��-
I I , 52.30 32.00 INV-48:a5 53.0
_ -
20 53.30 .'3` �3� 86-86 WMF
r� r;i 52.20! 52.70 - 1 DI �g - -�e1 GROUND
j SURFACE
i:5' I s •. ..i,g ��R I I 4J� I I i Sl.9Q 1.>S� TOP�49.50� -- �
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t �_ 52.10 I I _ - 8HP WESTERN +iAl�o-fro w/ n
31.70 f �` ' ��; s c.Y. or 4'
32.90 r ]� -r +5�as '.�=`��1QB11480. P.396
TP •O � 52.90�_� � •-- -a �- (�
I c f 4 + I I I 51.40 II 5.00 i SPILL jp---aNE� g 1 wv.48.00
SPILL f` CURB i I 51.bD �- a� - ��
l 4 ' 1 k 11i11 y SPILL 52.70 S cure 52.3Q Tp =�
52.30 RBi 52.30 - l
53.0d 52.5 ti SPILL T 51.0051`.8C1'r/ �:- -- += _ - I ! I' a.
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152.70 52:70 CURB 52.50 •.d; __ s, rn` '- �-
DTI=51. DO rlrsoTm I 5 INV-47.75 L. ; 51 Q 52. -, � 09 SECTION 'A" - 'A'
SPILL 52.40
SLFT, � Pre 0 52.1 O CURB ! � - 52.3D 52.10
i 1 - _ 51.20
52.50 r 52.50 ,p DUMPSTER PAD DETAIL
I i PATIO 'F' 52.10 51.60 ` �z,as ~ - - ` _- �'`��� n
e1p; I i 53.50 53.80 t 57.90 - - - e 1 _��_� FN0 - '_` �,oyz NOT TO SCALE
CA
51.80
i1 *++'_- 5 z FLARED -END W/
A - - C/L DITCH �� f _ _ _ -- �� 6 C.Y. OF 6'R1P-RAP
51.9fl SPILL ~ _
I ! II A +s, a 52,20 DTOP..51.30 ASPHALT TO 8E F1LLE CURB 51,90 \ �' ` _ ��
` INV=4a.7 52.30 ! '
i I f I i i i 1133 52-4> xis �/ / a�,a 52.2D �`� 6
ASPHALT r" �1 11i All �_ 49
TP ASPHALT 1 rfl iJ 513 v }a'� `�` :'.'s, a2 `�
53.40 52-00 ! N vl �+ _ � \ �� - 1 - -
1 1 .So 3 O = ' HIGH EARTHEN �`-
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- 1
- BERM TO DIRECT
/ �
2.5 N3 - Sn
I - I ' DRAINAGE To �`'� � =� �`� '�*•.� '��--
�� � I
' - VASONRY_ BLDG 53.20 .5'os - � ` 51.1d _
$ - _ ��� az
51.90 51.6d TP OUTLET 5WA1 E O.-. -�
53.80 1. SPILL /*4 , ' S0.1 1 { 3.00 = _ - II 1 SBAMA�n -��� INv-41.87
1 I I .F.EL_ =54. G_ 52. CURB iDP= 51.60 c?
` ---STOR Y _, 53.a0 TOP 51.90 "N" s, az 1 I sa z, 51.9 3L00 52.10 3 • `- 1 �
5 .70 I ! ! o E+4 }!. 4 ao
`+59gi
- INV=47.97 11 \ _ 01n ,� ELEV�Cy. �,
' I "I I 1 ■ 21 53.20
i - 24.0' I ! �. ( 53.1 JJ ♦TP = 53.1Q i II f +50 361.13
,-L�j \ I ! +L^63 52.50 = I I ''II - S 51.8 t _ INV=50.0 1 pQ w'lr •J7 So'v
P 3C, - - _ -
-Z I l _.. -_ _ - � - 'S _ i _� EXIST 4S'CIdP l
5. }a k I a i 5 8 - 52.6 52.5fl S2 �'
`.3 33 Z "13 :�,s. i � � 53.20 -- -- - - - CB#9
`f 1 CURB - f3aa _ l r� TOP- 51.3Q1.6� �1 40
JBIJ
< -_- - -- i'� 1
�+ii _ - ,i I/rr,Il I TEMPORARY DITCH TO INV-47.36 ; I 1 _
kNOY t4 41 f r+ 13 I I + 5, oT JI!`II / ASPHALT
CONTVERTB#1 15
8E RELOCATED f=:
- = DRIVE THRIi ASPH 'I i s1.4fli �~ ,5t.00 ` TgPr49.60 P
INV+46.49 5� ROP,
I !f I 01#5 - E.A� i Soy ;� , 28 ` i �� DITCH TO BE � K' O!T
(n I TOP-51.80 - f' 1 / +So.9 I St.aO PROP S 1 70 FILLED IN r�3z +
NV-49 2,124 SF I 51 lill= wq/� .,.5paa II $43. I -CONTACTS:
INVr42.13
,�. •.3 „ I ; _ ! - I r 11! r y . fir„ a I _
l+ -SPILL _ - "v` I P I 1-WATER AND SEWER CITY OF JACKSONVILLE (MICHAEL
-1- I ! I I CUR - 32.00 51.10 • so 5 ' R -
> _ _ /y !11,1 5z.zd 8-p' '` { �rcy�r� 1 I MACK) 910-938-5249
i +TIM TP , f/ ' 1 5q 4r
s3.10 / I S2.so ce�18 s2.2 � 1.50 1.20 ce 4 U K M - - - 2-NATURAL _GAS - N.C. NATURAL GAS 1-800-726-3751
I % r TOP-51.60 0 40 51.30 5 I I .50.,5 '� -
I I I 3-ELECTRIC - JONES ON SLOW ELECTRIC WARTY SHEPARO
� �� I!!! r' INV-47.71 Tom- 31.90 � I (
j I ' 2.6d
ce7 INV=47.3a 1, � 4.68 ! 910-389-8769
I 3� `, l f I �\ j HVAC ; r Il!"' P, INv a 21 APORARY 2O DRAINAGE ESMT. S ( )
i I i I "rl / 52.30 11 TOP-50.60 -�a39 -`'�-� 4-TELEPHONE -SPRINT .fEFF 9iEPARD 910-577-9357
' _JJJr `� 5-STORM DRAINAGE - CITY OF JACKSONVILLE (TOM
52.80
OP- 51.30 C DITCH �� / TOP 5 51.60 ' I ` ! I + ANDERSON 910-938-5262
'4 - W /L v 1 .49 9 )
•.. c?• t�43 .Z7 4 +Isa sit �f. 4 NV-4a,56 TO FILLED !1 11 - ! 1,I If 1 5
\ I 4. I 53 53 20 !'f T DRIVE 1+ SP 52.9fl f a
C2 ,�lrl ?' � �1a' ASPHALT TP !4 �_ '� DITCIM TO BE CLEANED -OUT I ti
. s1.5d CuR8 '- .40' `��_ 1 /l' �' AND REGRADED sa s5
{ _ - 2 I I IVED
NC00T STA. S3J 15 �-. SPHALT "K(HPS ai TOP-51.30 52.20 a,fr 5 ..! r TIP 52.40 !I1 CE
N50' INGRESS, EGRESS, UTTU4 EASEMENTS& ENV-4✓3.64 !' 51 �,a_ ! BUTTER x! 51.70 f
178+0054.1 C 1 DO' ids*: I
TIP et1w++ �; DRAINAGE ESMT.(Ii4.B.35, P.50."SL. J-3'i7) �r - / rr I r {
I - __ II 'irr -- _ 5052
� � , ` � I � MAC 0 5 2004
54.30 53.50 �, - !, 11 TP �Ssor L ! TE L � ' J
f ' I ., n + x y' ` Jf Ir' QRl yE CB 4 52. 5 4 fl TP CUR8 l l' 46 a9 l)VIT
TOP-51.00 7b 52.00 ! r y f +•i Q
.y 9s TOP-52.3fl 1� Ir ; ; r , ; -_�� a 1.60 +s, z5 vi o It
TP _ INV-48.6 1 w/ 1 i h H.P.S. R. INC.H1C0
Cztg 1 33 O�[ 2 I INV=49.32 „� 1 1� 51.5fl -2._5 $f �kgp), 52.80 � � I x
TP
�r .,two ' r D.B.1310, P.514 Q #
�0 47.50 1 ` 52.6 f I ",
in Se ASPHALT ! + k PORTION OF LOT 3
� �.s, A, TP o� r, M.B.35, P.50, SL. J-557
I 52.50 1; I, A ` I K ZONED B-1
u n I I So TIP j
4 .7 I I V? I I
z 5, ,. 5, , { 52w I I I 1
Ik � 0 �Sl w �3�32.90
z TOP- 51.000;9 �"'a'` - ?0
I 3mo 0 A I I I I I I N Y- 46. 7 X x I I +I r t I
I 163 - .
I I ? I PROP SCALE ` - I ze y w sa
+
L I I a•►
ry e ROVED
II I Ij WIWAM KENNETH MORGAN SR. � \C.',.,';A EN'JI^OtlhiENTAI, OWNER:
I I I 1.14 Al j 0.8.1670. P.64 45.80 I' ' 1 r r` ,a gi ' 1.'.'.:'.', - -''T CO:.i:.iISSION
I a' `""'�-'� MARINE FEDERAL CREDIT UNION
I �f DI`dIS;0N OF WATER 0UAUTY
M.B. 40, P. 113. 51 K-819 / ' I I
I CARL J. BEAOHAN 9i. � 159 BRYNN MARK ROAD
I I I I I I D.S.1363, P.510 ZONED B-1 �. ,/' ! � � �j7 JACKSONVILLE, NC 28546
I�24.0' M.6.35, P.SQ Ir 1 / r SIS i}al9 �/"�/
i '0• ZONED B-1 � i
I 910-355-5601
x . Stolmtiratet Permit q moo)
I j ( LEGEND a�za �� I � ,�,E KDA FINANCIAL, INC. I I I I I SIS - SET IRON STAKE
IEIS - EXISTING IRON STAKE 1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE �� - 350 IN ROAD
F T NKLI 30067-7734 I I I I I EPK - EXISTING P.K. NAIL TIRE OF CONSTRUCTION. �' .SQ,a
IERM - EXISTING R/W MONUMENT L CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN 1-800-777-5321
I II I I I I I WATER All SEWER UllEIP =EXISTING IRON PIPE 3. AND SEWER
ES E° BY TCONTRACTOR.
Will -WATER METER 4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL S T O R M W A TE R REVISIONS BY:
1 I I WV - WATER VALVE AEEI NTH THE CITY OF JACKSM%M-LE'S SPECIFICATIONS.
I
iI T
I I P
f 1
+ i 2
! II
z
jT
f D
( T
B
E
! I rf N
F--
1
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f
REPORTION OF LOT 3 (M.B.35, P.SO. SL. 1557) I
T. DATA:
W
OTAL AREA = 10.0 (9.5 DISTURBED)
ROPOSED PARKING = 353 SPACES (Will H/C SPACES INCLUDED)
SPACE PER 250 S.F. (65,560/250=275)
0% REDUCTIONIJ X 0.20=55) (275-55=220 REQUIRED SPACES)
ATER - CITY OF JACKSONVILLE
EWER = CITY OF JACKSONVILLE
ONING = B-1
AX MAP 339 PARCEL 4,3
EED REFERENCE D.B.1753 P.271
OTAL BUILDING AREA = 68.664 S.F.
UILDING HEIGHT - 60' BRICK AND METAL STRUCTURE
XISTING PROPERTY 15 VACANT
0 EXISTING BUILDINGS ONSITE
CURVE TABLE
CURVE
I CHORD BRG
CHORD
DELTA
RADIUS
All
TANGENT
Cl
I N5l110
249.46
5829.58
248.4E
124.26
C2
S39158,29,W
205,79
13-54' 7-
849.91
206.30
103.66
C3
N5 7 115-W
30.00
0`17*41'
5829.58
30.00
15.00
C4
N59'4 '1 "W
496.77
4'53'
5829-M
496.92
248.61
C5
1
N60'56'14"W
246.39
' 6' '
511
248.44
j 124.26
(S)M.H. - SEWER MANHOLE
PP POWER POLE
* LIGHT POLE (SECURITY LIGHT)
C/L = CENTERLINE
R/W RIGHT OF WAY
= FIRE HYDRANT
INV. = INVERT
CB = CATCH BASIN
DI = DROP INLET
-E- - OVERHEAD POWER LINE
CO CLEANOUT
RCP = REINFORCED CONCRETE PIPE
- FO -- UNDERGROUND FIBER OPTIC
- UG UNDERGROUND GAS MAIN
-UGG--- UNDERGROUND GAS SERVICE
= PROPOSED SIGN
= RIP -RAP CHECK DAM
= CONC. FILTER BASIN
= PROPOSED STOP SIGN
MBL - MINIMUM BUILDING LINE
- HANDICAP PARKING SPACE
♦50.00 - PROPOSED ELEVATION (TOP OF CURET. UNLESS SHOWN OTHERWISE)
+ 49 38 = EXISTING GRADE
Ml = DRAINAGE FLOW
_X_ PROP. SILT FENCE
DBL DRAINAGE BREAK LINE
4` BLACK VINYL COATED CHAINLINK FENCE
= DRAINAGE AREA BOUNDARY
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS NO USE
FILL AS REQUIRED.
6. THIS SITE IS SU6.ECT TO SELECT CLEARING AND NO CLEARING TALL BE DONE
WITHOUT THE OWNER OR 45 REPRESENTATIVE'S APPROVAL
7. SITE SUBCRAMM TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
ARE REQUIRED TO 9E DONE PRIOR TO PLACING THE SELECT BACKFU MATERIALS.
6, ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED N ACCORDANCE
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9. SITE ACCESS: ACCESS SHAM BE LIMITED TO TWO DRIVEWAYS AS 94OWN ON
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCES AS SHOWN ON THIS PLAN.
10. ALL PAVEME?1T AND STONE BASE SHALL 1E INSTALLED AS PER
STANDARDS AND SPECFtCATK]NS AS SHOWN N DETAILS.
11. WOJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
12- MAXIMUM BUILDING HEIGHT 15 LESS THAN GO'
11 AS THIS SITE 15 DEVELOPED. ALL ENVkiON "TAL REOLMM ENTS SHALL BE MET.
14, ALL POWER POLES. POWER LINES. ETC. ARE TO BE RELOCATED TO ACCOMMODATE
PROPOSED CONSTRUCTION.
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
16. DEVELOPER TO INSTALL STOP SIGN AS SHOWN.
17. HANDICAP PARKING SIGNS ARE TO BE ABOVE (:ROUI'JO AND BE EITHER R-7 OR
12-6 SKIN.
I& NATURAL GAS AVAILABLE.
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR NTH SURFACE DRAINAGE (AS SHOWN).
20. ALL CLEAN -OUTS To BE IN VALVE BOXES N PAVED AiIEAS.
21. 11-45 PROPERTY IS NOT LOCATED N A FLOOD PLAN AOCOROING TO F.EM.A_ MAP 370178-0002 B.
EFFECTIVE DATE FEBRUARY 15. 1985 .
22. ALL EXTERIOR LIGHTS WILL BE LOCATED AND POSITIONED 50 NOT TO ADVERSELY AFFECT
ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
3, EXISTING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER DETAIL
24. PROPOSED ROOF TO BE PIPED INTO PROPOSED DRAINAGE NETWORK.
25, ALL DISTURBED AREAS VILL BE STABILIZED WITHIN 15 WORKING DAYS OF THE
COMPLETION OF ANY PHASE OF GRADING.
25. THERE ARE NO STRUCTURES TATHIN 60' OF THIS PROPERTY EXCEPT AS SHOWN.
27, ALL CURB AND GUTTER TO BE STANDARD 24-CURB & GUTTER (UNLESS OTHERWISE SHOWN).
281. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR MILL BE REQUIRED
FOR THE SERVICE INSTALLA rOt.
22. ALL SIDEWALKS FRONTING THIS PROPERTY SHALL BE FREE OF CRACKS. BREAKS. AND OTHER
DETECTS PRIOR TO THE ISSUANCE OF A C.Q.
30. EXISTING 46'CMP DOWN STREAM OF THIS PROJECT HAS THE CAPACITY DURING A 10 YEAR
STORM TO HANDLE THE ADDITIONAL RUNOFF PRODUCED BY THIS PROJECT.
31. SPOIL FROM PROPOSED DETENTION PONDS TO BE REMOVED FROM SITE.
32. ALL DIT04ES TO HAVE MINIMUM 3:1 SIDE SLOPES
H.P.S.& R. INC
0.13.1310. P.514
M.B. 311, P. 177. SL K-403
250.63 ACRES
ZONED B-1
ENGINEERING DESIGN PREPARED BY:
CRYSTAL COAST ENGINEERING, P.A.
3817-3 FREEDOM WAY - HUBERT, N.C. - 28539
Phone [phone] Fax [phone]
www.crystalecastengi.neering.com David K. Newsom, PE
STORM WATER,
MAINTENANCE PLAN SEDIMENTATION EROSION CONTROL
1-ALL EROSION AND SEDIMENT CONTROL PRACTCES WALL BE CHECKED DD"^
FOR STABILITY AND OPERATION FOLLOWING CSC. G EVORY RUNOFF- GRADING PLAN
PRODUCING RAINFALL BUT IN NO CASE LESS 1HAN ONCE A WEEK. SHOWING
ANY NEEDED REPAIRS PRACTICES AS DESIGNED. BE MADE 1MMEDIAiT.LY TO MAINTAIN ALL MARINE FEDERAL CREDIT UNION
2-SEDIMENT WALL BE REMOVED FROM THE SEDIMTIT TRAP AND BLOCK f' . JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY PREPARED BY
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED JOHN L. , PIERCE _& ASSOCIATES, P.A.
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS -
;r - 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
3-SEDIMENT WILL BE REMOVED FROM BEHIND T4 SEDIMENT FENCE A' PHONE: [phone] DATE: APRIL 16. 2002
WHEN IT BECOMES ABOUT 0.5 FT -DEEP AT TFE FENCE. THE � - SCALE: 1"- 50' F.B. 385, PG. 62-66
SEDIMENT FENCE WALL BE REPAIRED AS NECE6ARY TO MAINTAIN A JOB 0227393 FILE NAME:MARINE FEDERAL WESTERN BLVD
BARRIER. �: _. , _ REVISED 5-7-02
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESIDED A5 NECESSARY, GRAPHIC SCALE REVISED 5-20lREUSED 6-03-02
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE W 0 25 11D 100 REVISED 6-05-02
PLAN TO MAINTAIN A 1AGOROUS, DENSE VEGETATIVE COVER. I I I I I PrMcr41 a-14^02 21
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WALL PERPETUALLY
MAINTAIN ALL DEVICES THAT CONVEY STO RMWATER AND ALL VEGETATIVE AREAS
TO MINIMIZE THE EFFECTS OF EROSION.
REVISED 8-01
REVISED 11-17-03 IN FEET REVISED 8-04- 2
REVISED 11-18--03 1 inch - 50 ft. REUSED 8-08-02
REVISED 2-11-04 REVISED 10-02-02 REVISED 10-23-03
REVISED 3-04-04 REVISED 1-17-03 SHEET 2 OF 6
v
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4
4
7

DEWEY BROS. ING, CATCH BASIN
FRAME A: GRATE CH BN 2000
r :.:. I
r M 12'
-0
i 72- A.,
25000 CONIC,
FOOTING
/*I Ir 61M HAIUMM C OIH
CURB INLET
CH BN 2000
NOT TO SCALE
L
axis'
a
CATCH
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/
re UUM start
ffil
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12 MI.
.oG(
1 1 V A.•1 �. 1 1 1 Lr O I L s V i I u 1 1 %.A 1 1
Scale: 1" = 20'
INV-44.3
()
6' I 1'-6-
1 /2' RAO. _ _ _ _
\ I
-1 17• 3- RAD. I /a' RAD.
O
N.C.D.O.T. STANDARD 24' CONCRETE CURB $c GUTTER
SCALE: 1' - V-0"
e' V-s'
t /2' RAD.
r RAO.
� ! • .� �1/e' RAD.
r y
46
SPILL TYPE 24" CONCRETE CURB be GUTTER
NOT TO SCALE
ULTRAVIOLET RESISTANT (BLACK) MIRIP
FABRIC OR EQUIVALENT SECURED TO WIRE
WITH METAL CUPS OR MIRE AT e' OFF
12 GAUGE 4'X4' OR 2"X4' WIELDED WIRE HOOKED ONTO CENTER'
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS 1111`4 NO. a STAPLES.
MAXIMUM SEDIMENT STORAGE LEVEL. REMOVE
• SEDIMENT THIS LEVEL IS REACHED
OR AS DIFi TEE) BY CONSERVATION INSPECTOR.
3'0'
2' MINIMUM
3
�1
iize and
3rainage Pion)
Outlet Structure
(See Detail)
Elea. "E" (WOO yr storm) _ -
10' t _ Elev. 'D" (10 vx Storm.) 3z
3' Veg. Shelf N —
0
r Elev. 'C" 1 "Desi n Elev,
Embankment shall be constructed of uNforrrl native
material (free of excess silt, rock or grovel, debris or
vegetative matter) compacted to 95X of maximum dry
density in accordance with ASTM Q1557 (6--12" Lifts)
10' (Min
Berm
No S Bar 'U" Strap
(Coat w/ Bltumastic)
1
h
Elea. "B"
0
Elev. "B'
Permanent Pond
n'
CNanc
2 2 2 j� in
Drove Down Orifice
-
�1 1 1 ke;
r
f
(See Detail) 1
E
12" No.
" IZ
Elev. "A-1'
Bottom
57 Stone
Bottom =
-
Forebay
Main Pond
w Treatment
Pond
- Section
'z
W
I
N
uj
TRASH RACK
W
Z
/(SEE DETAIL)
z
I�
i 'v
TOP
4-3" ALUM
6"
-_
ELEV "E"
ANGLES
PRIMARY WEIR
`
ELEV "C"
-
§2! DI A. CORREGATED
f ALUM, RISER
ALUMINUM TRASH RACK''
CONC -
- -
OUTLET PIPE INV.
FILL ` _-_.
-_ --
ELEV "B"
BOTTOM
ELEV "B" - 2.00
RISER
_
(SEE DETAIL)
Scale: None (Vertically Exagerated)
I- ALUM BAR
!0 2' O.C.
I
Riser Trash Rack
SEEDING SCHEDULE(INCLUOING POND SIDE SLOPES)
SPREAD 4- TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRKR TO SEEDING. APPLY LINE AND FERTILIZER AND WORK INTO
SEED BED. DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WTH STR,•ta T BLADE DISC im FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPLS EXCEED 4X
MATERIAL APPLICATION RATE
LIME 2 TONS/ACRE
20X SLWEFP40SPWATE 600 POUNDS/ACRE
FERTIUZER(lo_to-1a) 1000 POUNDS/ACRE
APIiIL - JULY
FESCUE.. KY-31 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE.
JANUARY - IOARCH
FESCUE,K1-31 50 POUNDS/ACRE
BERMUDA (UPMiULLED) 20 FOUNDS/A0W_
RYE (GRAM) I M POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT T16OK 300 GALLONS/ACHE
NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
NOTE: RYE GRASS OR WEEPING LOVE GRASS SHALL NOT BE USED.
SEEDBED PREPARATION NOTES
1. SURFACE HATER CONTROL MEASURES TO BE INSTALLED ACCORDING TD PLAN.
2- AREAS TO 6E SEEDED SHAH BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-e' DEEP.
3. LOOSE ROO(S, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE 50 THAT THEY WILL 140T INTERFERE WITH THE ESTABLISHMENT AND
MAINTENAKE OF WGETATRON. SURFACE FOR FINAL SEEDBED PREPARATION.
AT FINISH FADES SMWN. SHALL BE REASONABLY SMOOTH AND URWFORM,
4. IF 140 SOIL TEST IS TAKEN, FER71UZER AND LIME TO BE ACCORDING M SEEDING
SPECIFICATt1NS ABOVE. IN ADDITION. PROVIDE 15 LBS/10DO S.F. OF SUPIER
PHOSPHATE
5. W SOIL TESr lS TAKEN. PROVIDE LW AND FERTIUZER ACCORDING TO SOIL TEST
REPORT,
E. LIME AND FETtT1L.IZE11 SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
PIPE ID + 2'4' #4 KC --BAR
r 3" r 7 1/2" r- 6' 12" O.C. EACH WAY_
*� 1 1 - P N - - / 8"L-L BRICK 4COM / OU 0
OPENING
' 12' EXPANSION MATERIAL
� • l
f' 1 H
'J CONIC r 1/? PIPE I.D.
• - GROUT f
• FELL
Emergency Spillway
(100 )r. Flood Elev.)
Anti -Seep Collor
Anti -Float Block
(See Detail)
(60 CF Concrete)
Outlet Protection
(See Erosion/Sod. Plan)
ELEVATIONS
SCHEDULE
LOCATION
DESCRIPTION F1 EVATIO
'Al'
-A2"
MAIN POND BOTTOM 41.00
FOREBAY BOTTOM 41.00
'B-
PERMANENT POND 46.50
.C"
TEMP. STORAGE 47.57
'D"
10 YEAR FLOOD 45.61
"E"
100 YEAR FLOOD 48 81
6" DIA. CORR. RISER
ALUM... PIPE (SEE DETAIL) OUTLET
DRILL 1-1 /2" HOLE INVERT
`
IN END CAP - TACK 12
WELD HARDWARE CLOTH_: t
SCREEN OVER ORIFICE
6' DIA.
END CAP
Draw Down Orifice
Outlet Structure Details
No Scale
6" MIN.
OF
� 19"
I.
r
1/4- TRICK STEEL
PLATE
54" MINIMUM
Anti -Seep Collar
PLANTING SCHEDULE
hQM PLANTING SCHMAI APPLIES ONLY TO VEGETATED SHELF.
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABUSH UWF'ORM GRADE
PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITM M THE
LJMNTS OF THE OESGNATEIi VEGETATED S LF AT A DENSITY NOT L.E33S THAN ONE
PLANTING PER SQUARE YARD
- - - _ --- - -- — -
b2 HDB
2 }' FIRS
3' BCSC TYPE 1-2 ASPHALT
2' HCSC TYPE 1-2 ASPHALT
Pelundre vu
Arrow Arn
latifoa
SnggRarls IaUfolia Arrowfieod/que* Potato
An*vpogon vi"'cus EN oanaedge
Andropogen glorneratus Bushy Beodgros
Typha spp. Cattal
°I d°
°° °
°a
Oa 00 °O a °0 °° ° O° °°
°
°° 00 °0 I °° D° ° N 0I
Cerotoph)ik— Dwowsumh Coonta!
00 p� 00 0 °a °D 00
0 o a ° O ° 0
a 0 ° 0 ° °
10' ABC STONE
° ° / ° O 0 °
ar ABC STD
Selrpus Pungsm Comwnan Three Square
Lemma spp. Dudceeed
10" ABC STONE MIN.
p pO °C ao O° °O
a°
dOpOD OO 0°p0 0 �0 d° 0° o°
IOpO®° O 00 00 j°Q° 00 Op a° °O
Soururue Lkrwd Toi
Oa ° ° ° ° °
°
0O°
a O _a°_ a ° • ° a
cwwmg
Hibiscus nxx=hsutee Marsh Hibiscus
p/ Sa 00 0°
o
Pontederio owdato Ftieicer+MWOW
Petanogeton peetnatus Pond Weed
Lssrvia es lweldR� tgron
HEAVY DUTY PAVING
LIGHT DUTY PAVING
cces
�fe heNdus Sort St.M B,I111rush
LANE WIDENING NCSR 1470 PAYING DETAIL
NOT TO SCALE
NOT TO SCALE
Palygonewn Opp. Smartwow
NOT TO SCALE
Juncus effasus Son Rush
Nuphor luteum Spattardoalr
N.C.D.O.T. WILL REQUIRE SXX.XXX
Parkurn vergaturn Switahgrom
PERFORMANCE BOND
Accrue cdm+ws Sweet flog
Elodea conadenwN waterweed
Y."Werla ahnwicano Wild Celery
zizonlo ognotica Wild Rice
PIPE I.D. +
2' 4"
8 1 /4'
a Id a e 4 4 +
a Mr
4- 8-
• 8" 9" PIPE I.D.+ $.
L2500# CONC. - 4- I j' Q" 4'
FOOTING
- NATURAL GRADE
Eff.}Il l CARRY APPROXIMATELY 12' OF FABRIC INTO TRENCH.
COVER WITH SOIL AND TAMP BACKFLLL
III„ '. Il�l;i l 11I 1 :, j
CARRY G* OF YIRIE INTO TRENCH.
�' JIi II Illi' ,Ili ICI ��I
METAL, CEDAR OR 4'X4' TREATED WOOD POSTS AT e'
OFF (ENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
BE 3' DEEP MINRMUM,
PIPE I.D. +
NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES 3' 0"
TYPICAL JUNCTION Box
NOT TO SCALE
EXISTING ROAD
R/W
CONSTRUCTION
ENTRANCE
PROFILE
50' MIN.
LENGTH
SAW CUT (TVP) \r TRENCH WIDTH + 2' EXISTING 2'1-2 \ /ASPHALT
V j�.�OC oC�JCt.C4QV �G„G ,G_,O
_ _O_J_G_C•_C _G_G_C'�G'R_
� B" (MIN) ABC
SELECT BAtlCFILL�
SEWER MAIN (BEDOING
d( HAUNCHING PER SPEC.)
R/W -TRENCH W+DT1 -
OPEN CUT/PATCH DETAIL
MO SCALE
r 12' MIN. I
(SEE NOTE)
PLAN VIEW
Construction Specifications
1. Stone size - Use MSHA size No. 2 (2-1/2' to 1') or AASHTO
designation M43, size Na 2 ( 2-1/2' to 1-1/2'). Use
crushed stone.
2. Length - As effective, but not less than 50 hat.
3. Thlcknas - Not less than six (6) kwhes.
4, WWdth - Not leas than full width of all ponta of
t+gress W egrom Mlninum of 12'.
3 Washing - %hen neeemarK wheels shall be cleaned to
remove sediment prior to entrance onto pebiie right-of-
way. When washing is ►equlrea It shop be done on an
ores stabilized with crushed @tons which dsoms Into an
approved sediment trap or sediment basin. AN sediment
shall be prevented from entering any storms drain, ditch,
or waterccurse through use of sandbags, povei. boards
or other approved methods.
e. Maintenance - The entrance shall be mairained In a
condition which will prevent track" or fioWng of
sediment nt onto public rights--of-way. This may require
Wodlc tap dreeeing with additional stone ae concotlans
dery nd and repair end/or cleanout of onr meosurm mood to
trap sedbrient. AH sediment. opnW. dropvrd. washed or
tracked onto public rights -of -way must to removed
irnmeediatdyt
STABILIZED CONSTRUCTION ENTPANCE (D-5)
NOT TO SCALE
J
ttasewutr+ aelvsaMs Frrrreon sr: � [ ti .; , ' ">_�-
CRYSTAL COAST ENGINEERING. P.A. .
an" nanonar rAr - mum", Ric. - snnsw _
n� (010) as-ssss ns (usl s-asss k
w.. ... sw.N !L seerea Pe ; 3
DETAIL SHEET
PREPARED FOR
MARINE FEDERAL CREDIT UNION
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOH N L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE. [phone] DATE: 4-16-02
SCALE: AS NOTED F.B. 385 , PG. 62
JOB # 227391 FILE NAME: MARINE FEDERAL WESTERN BLVD
REVISED 5-07-02
REVISED 8-01-02
REVISED 2-11-04
REVISED 3-5-04
SHEET 5 OF 6

3
,«CO,tiSTRUCTZON SECUE;yCE Q =CIA '
s� 17
Q = (0.7)(6)(A) 5#TE
} 43 0 Q = (4.2) (A)
4 TIP 1. OBTAIN PLAN APPR1vA_.
53.70 r PIPE AREA(AC.) LENGTH(FT.) SIZE(IN) SLOPE(%) Q(CFS)
t I 2. INSTALL CONSTRUCTION Fr`• 4 E AND ROCK CHECK DAMS,
AREA A 0.14 60 15 0.35 0.34
„ B 0.14 31 15 0.35 0.59 RN L`db.
_ AND SILT FENCES, TFIE'V iti T � = �__ -R,NG.
_ -Fps _ 3. CONSTRUCT POND AND �.- ��_ P ES. D 0.65 133 15 0.35 2.73
I ' �ti_ CR#2 E 1,48 168 18 0.35 6.22 a
1 Sa.10 = - _ _ TOP- 52 50 a - 4. MAINTAIN STRUCTURES D��'�D CONSTRUCTION.
} J-
4 1 _I� SO.1 F 1.96 14$ 18 0.35 $.23 6 � r3
I NCDOT S A. a 4 A i A4 ��j
T ASPH+st> / c� AREA 5- STABILIZE SLOPES & D T (S a5 EY ARE BROUGHT TO GRADE. G 2.4q 124 1$ 0.35 10.08I z =
- _- � e H 5.25 134 30 0.35 22.05 �r z
6. PAVE DRIVE AND DART'"'rvG �r W
I 5.53 30 30 0.35 23.23 r
TOP-b�• _ w� _G 7. REMOVE TEMPORARY EK S :'� CO"+ ROL MEASURES AFTER AREA HAS BEEN STABILIZED. J 0.40 107 15 0.45 1.68
1-lJr50.33 _ �` A� Ci�11A BRANCH RDA,]
4 i !ry _ L K 0.48 211 15 0.38 2.02
�, _ _ L 0.99 18 15 0.39 4.16
4 a--
4 t`�� r~Sd f'_- �= Ml 1 .22 121 18 0.39 5.12
�' �1`- 4 ` ce#3 ��� N 1.55 148 18 0.45 6.51
1• . �;°P=.52 40 -_� `- - �• r� 0 0.13 30 15 0.35 0.55
` r� _ �- '_ -
T } P 0.42 111 15 0.35 1.76
FILL AREA 0 0.82 79 15 0.63 2.60
R 0.93 59 15 0.59 3.91
S 1.10 9 15 0.59 4.62
IL- ; mi l _- VICINITY MAP - NOT TO SCALE
47.40 ` -�� _ T 0.29 93 15 1 . 10 1 .22
fv =`^ _1 - _�' �! U 6.13 57 3&cmp+ 0.88 25.75
53.1 D PIC OFF r ~• �~ - -�_ �_ • - _ -_ V 0.48 153 15 0.35 2.02
_ _ -` W 185 24 0.35
.a a- X 279 2 0.35
I I Tp� Y 184 24 0.35 >�N:-)�E r7 Trl BE B(111 T PER RE ::0VMFNUA rIi`1N-.
AN ,PE(,IF!CA Tir tNS -,Er FC)R fH IN U O U CHNIC.AL E N(.INE is RINC,
53 50 1 J _ - . L ���,- NOTE: ALL PIPE ARE REINFORCED CONCRETE UNLESS SHOWN OTHERWISE. a SER,:r;E� REPORT (JOS Nn.1(ifil -01 -(552) PREPAkEU B t AIF MF
i TOPL49.9C 5P :� _ 4lAi H 1, DC FOR K A F!NA ('AINC
INV i 3.64 ON C 2 �2 J .r' N L. IN
' I lILL
SPILL 0,#2
52.30 CURB TOP-5I-00 ASPHALT Ci'RB
4 i� P 52.30 52.00 !NV-a8.85 �t.S mi i -
! K L�, l C2 SO 0 53.30
'Z I 31-9C 52.20 52.7 B is 3�Tti _ I. ! tNN L. PIERCE, CE!?'lfr TLAT n.tS Pi AT y�A i
8^_' S2.40 -�_ ti.tA= r-' - '� �DrrC� 1 -~ -DRA>'!M UNDER AlY SiJPER'.�ISION FR:74 AN ArrJAL siR':f►
' `i l '1 •� _�; 51.7d _ �-` 52.10 -� c NO r� --� R MADE UNDER uY 5(1PERVtiS+Ow (DEED
R_F_ S v+gKrf
BHP WES ERN c C. E
I 1 I t x1 y w 52 90 r - A O!q£G.a $E GL �� ~ ('
a« 52 90 I `may .-�-- agzg -TM Ag)ap k EarVeD - -- ��.B.t480, P.396 HEREdN); THAT T}+E BOUNDA.RIES N0- S.°RVE TJ APE
57 '� - ,^ 5.00 , SP!t;_ -,Q F p _� 33� _� _�V OK r>� 0,30OVr - _ZEE&a_1_ CLEARLY INDICATED: THAT THE RATIO OF PRECISION
SPILL CURB ^ , \1 s - ?77;._ _
I I r" I fi 52.30 -1 _ = Oc �-3 { l AS CALCULATED IS 1:1C,OOO+; ,MrNE55 MY r
I` 52.70 1' a _ ,A2. )-O
i SPILL CU�28 - - .\ _ CUP � �-
" } 't -- 8- ORIGNA' SIGNATURE. `L'RE NUMBER AjIr _rAL
I 1 4 52.30 CjURB 5 On RALP 1.O E `m�,R c+e 'S� DAY OF
� .CON[ V� � -_=
I 7 7 O 5 O
�.
S2 0 S 52. O CURB r' :s_'. ` _ _ _ �.
I t I TCDr5L0&' SPILL 52.40 !NVr47.75\ - �1.UC1 _ _ '�
i .E+ ( ` IN✓s49.32 5210 CURB �` ^rtdG;iK E.
�' E16 52.540 �1 - ��-
! j -c- ( 53 v^_ 53 F QA,TI� "F' �2.1 r / } �`i .aa„�-- �_� `- llyYA$ R'TCE•f
l 1 4 _ • 5 .. v �-
"T 4 ��Ry0�1-
i 0
5? 20 D+I3 51.90 CA DITCH SPILL (am) i I Fl1ER _ -� _� '��__ � l .�: ��✓/ys" �r i'�
T P CURB r, i' I !LEVY r�'�CY
I I a O -51.30 ASPHALT TO BE FILLED 90 I I *t 14 I 1 _
II I 1 I S 113.3' INVr48.�7 52.30 `'; }} }�Zd! t I �8.2 SArLL - - r - _ rl�i:t�
S f I ! 52 4� i t a"s ! O �!
ASPHALT i
j 2.20 j it
TP
7/T
i I I l I ,�=-� � i ! 53.40 � \�52.00 � _ sr'> >``--�� INvr46.0
INV_ 48.17' Ex-5T •K"R.0 l -�= I52.6C -2 6 v
I _ 65,000 r T ' F ` FLARED -ENO Wf
- ASONRY �1 pG 53.20 5 C.Y. OF 6"R:P-RAP
53-8C
1 I 93.00 53. SPILL r G6AI4
!! I -+a. F.F.E.=54.0 52.4 CURB TQP-51.60 i;�
3-STORY CBP13 _N_ r 1 51.9 �20 2.40� _�_
TO -51.90 5 70 `'
205-0' 53.20 INV-47.97 �1 J - �_ 1 ` r 1►_ _ - �� 1
24 C I 1 5S-t r ♦TP �" // �� • #- t :}- r 1
-� 52.50 ! i ' 51.40 JB*1
3.3uia �' 53.80--� I-_ �� - TOP- 51.00 pR r
52-4C)! f,. EXIST 48"•IA
:s CQ157�}.� , r I �PI�L 53.2C 53-8 f'� fea ° 5,19,J52. O 53.00- 52-50 - - - CB/i (I NV-46.134 +4 StygZF 1 44-9C
CURB 5 0 E
sq„ / i TEMPORARY D!TCF TO •:J=4'7 6 GRASSED AREA Y r
qTOP-49F.90 y _ f' ,. BE RELOCATED
k rN V-44 61. ' • ma c 1 C. f
I / I I e ti�S1�iAYe7 >` `� adf , IF
!f) I TOP-51 80
I ZJJ I ! WV-a9.B, 1 u I
It = ! �; /-CONTAC IT
S:
I 1 I I SPILL
CURB
D:` DRANNAGE ESV7 1-WA-ER AN - 0 JACKSONVILLE (M!., A�
i f l r 1 D SEWER CITYc-H EL
MACKI
I Q I I - w _ 52 90 '; w '� C -
I � r` '' _, = 8 �D` ` _ r 1 910-938-5249
I !�4 I I �2 6053.10 # C4:JE ThnU C808 50 k �E1.'Vk F hk.--- 2-'NA--FRAL GAS N C. NATURAL GAS 1-800-726-37W
I 5, g` = 2= _- -_ - CANOPY 1 !Nv-a7.7', = i . EY`� I r! 3-ELE'-TRIC - JONES-ONSLOW ELECTrZiC(MARTY SHEaARD)
B*7 ~ -� . a 910-389-8769
I I I _4 - tiVAU (TOP-50 60 -4.30 `� - -- �' ro �4 ' ' �Sls ! E 0 E - SPRINT JEFF SHEPARD) 910-577-93,97
5310 : 1 -L� r NV- 8.21 j �� + � 51.90 I t 4-TE' PII 1-
�` cert'2 r 523� % cB115 'N��48.4/ J 5-STORM DRAINAGE - CITY OF JACKSDNVILLE (TOM
5'S t ( I tol W 249 99' E'S - 51.10 C/L DITCH` J TOP- 5-.6d
r ' ANDERSON) 910-938-5262
T 54-3C k s- ` 53.20 INV 48.44 TO BE FILLED INV-47.38 7_ t ! !
C2 L I - I ASPHALT DRIVE r" -v _ Sar`L _ 52-9d'j��Drn 'ClCLEANED-OUT f
4 a' Y 9E cLEAN�O-Olir
_ 1 50 CGAB / x ; ANC -_E3 '
1 T I �ASPHALT .K - - y TCB OP-1\ _ 52.20 'p y A T 52.40
NCDO SSA. 533' '1S B .-'!S HP5 dcR) 7pP-51-10 �.'rp
t 78�O0 ' - - � 54
INGRESS, EGRE55, UTILITY. EASEMENTS& INV-48.51 A` S15 `DER x 51.70 4` 52. 40 r ; ' 1 r
TP 1 O' 1 OC ,a }< ._ DRAINAGE ESMT.(M.8.35, P.50,' SL. J-557) � ram: I !
Ilk
' 1 - S4. Sir , t�r�ATE OR1 rP - f
N JJ f��� �' a10 r �� a� = t CBA� !� ! ' '32.50� �(:r rp
R C(
� O 1 as �� TOP-5 �� ,O 70P-51 .00 4R 0rA 52.00 _
I I 53 d ' IN V- 49 32 ' `"` ! To 134p Ir� C 52. fid ._ ~I - - 4 P.S do R. INC
n ! Tp 2.30 ` T INV-48.6, ,1.50 x 52.50�1 o s 1 c yo, Tp � r V � D8 1310. P.514
�_ PORTON OF LOT 3
i n O } _�Lu 2 E 47.50 ~ ` Ace_ - x ���`� 52.6C r' w !I
_f I f % x 'Q / f M 9-35, P. 50. SL J-557
52.5-0
52.90 r fr4 TP F- ZONED B-1
\ _ z I , I I ! I CB#5 1 -2 0 6 =- 1 T "
1� I = �I TOP-51.00 � - - - - - - -- -- - - J �"o
INV-48.7
4 r 1
z
PROP SCALE � � � p CL 1
I -
I I I 1.1a AC_ W1LU M KENNETH MORCAN C;
�_B.1670, P.64 4580 r OWNER:
f ;
I I CARL J. BEACHAM SR. M.B. 40. P 113. k k-81C
D-B.' 383, P.sto ZONED B-1 � !� MARINE FEDERAL CREDIT UNION
r 159 BRYNN MARR ROAD
24 O' i M 5 35, P 50 I �- JACKSONVlLLE, NC 28546
36.0'
ZONED 8-1 ;"
' � SS
I � 9] 0-355-5601
LEGEND i DEVELOPER:
I i j I I SIS = SET IRON STAKE r --_ _ r KDA FINANCIAL, INC.
t ; j EIS = EXiSTING IRON STAKE 1!
Y - LOCATION OF ExISr�NG WATER AND SEWER MAINS TO BE VERIFIED AT Try350 FRANKLIN ROAD
E � `
I I I EPK = EXISTING P.K. NAIL TIME OF coNsTRucT10N_ MARIETTA, GA 30067-7734
ERM = EkSTING R/W MONUMENT 2- CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARA'ION BETWEEN 1-800-777-5321
WATER AND SEWER LINES. _
f I r I ! EiP = EX,ST]NG IRON PIPE
3 WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
WM = WATER METER 4 ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
! I I I I WV - WATER VALVE MEET WIT4 THE CITY OF JACKSONVILLE'S SPECIFICATIONS. -.(j-
5 CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS ANO USE r�ICly9.
I ;
®M.H. = SEWER MANHOLE
FILL AS REQUIRED-
f I I
1
1 i
I
PP = POWER POLE
6-
THIS S'+E iS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE
I1
11i
!
= POLE (SECUR'TY LIGHT)
LIGHTTER!AL
7.
Sj- ouT THE iNG OR HIS RED UNS!TAT!WE`5 APPROVAL-
SITE SY BGRADING- TOPSOIL AND UI+Su TABLE MATERIAL REMOVAL A4p O'S°OSAL
P.S
Q2 RECEIVED
I
i I
I ' I I SITE C•Th:
C/L CENTERLINE
R/`W = RIGHT OF WAY
a,.
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS.
ALL STORM WATER HANDLING FAC!L!PES SHALL BE CONSTRUCTED IN ACCORDANCE
H do R INC,
P St4
8.BP310,
M B 38. P. 177, SL K-4 '3
+ r
FIRE HYDRANT
SITE h.C.D.N.R. STANDARDS AND SLIMITED T10h5.
250.63 ACRES
C
! � I
4.
SITE ACCESS: ACCESS SHALL BE LIMITED TO TWO DRIVEWAYS AS SHOWN ON
JUL
f
i I r TOTA_ AREA = `0.O (9.5 D'STJRBED)
INV. = INVERT
THIS PAN AND SHALL HAVE A CONSTRUCTION ENTRANCES AS SHOWN ON TH,S PLAN,
ZO`Nfo B-t
j ! f
CB = CATCH BASIN
IC_
A_L PAVEMENT AND STONE BASE SHALL 8E 1NSTA _,ED AS PER
r
I` I PROPC`•ED PARKING = 273 SPACES (w/7 H/C SPACES INCLUDED)
DI = DROP INLET
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS.
DWQ
1 5P4L= PER 250 S-F. (65,560/250=262)
-E- = OVERHEAD POWER LINE
1.1
12
suB�Ecr TO CONFIRMA^ON OF WATER METER ZE ADEQUACY.
MAXIMUM BUILDING HCGHT IS LESS THAN W
p$� >�
r f I { 20% ~;EDOCTiON(262 X 0.20=52) (262-52=210 REQUIRED SPACES)
CO =. CLEANOUT
13.
AS h+15 SITE IS OEVELopEp, ALL ENJIRONMENTAL RE4U!RE7dENT5 SMALL BE MET
! j
? I I I WAT`E = CiTY OF JACKSONVILLE
RCP = RFORCCONCRETE PIPE
EIN ED TE
14
ALL POWrR POLES, POWER uNES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE
PROPOSED CONSTRUCTION.
� � 1Vv1
V�
S TOR I A TE R
J I j
SEWEP _" CITY OF JACKSON1�nLLE
- FO -- UNDERGROUND FIBER OPTIC
15.
16-
17.
CONTRACTOR TO L.00ATE ALL UTILITIES PRIOR TO CONSTRUCTION.
DEVELOPER TO INSTALL STOP SIGN AS SHOWN
HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7 OR
�iA!ti �IA'NCE PLAN
_
j�� ! t� ,j
S E-D ! V i
C I T T
E I � i A 1 ION EROSION CONTROL
I
1 ; ZONINS = B-1
f
- UG -= UNDERGROUND GAS MkN
-UGG-= UNDERGROUND GAS SERVICE
113
12-8 SaGN.
NATURAL GAS AVAILABLE.
`-ALL EROSIQN AND SED ME`T CONTROL PRL-T:!-- BE r
`�
A ��'
FOR STABI!_.iTY AND OPER TIOy 1=0LLC',NENG ?
;
GRADING PLAN
! f
J TAX M+P 339 PARCEL 4,3
�- = PROPOSED SIGN
19
ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WIN SURFACE DRAINAGE (AS SHOWN)
-�Ht�
E'JE .U�r
PRODUCi'NG RAINFALL Bu- iN NO CASE LE54 "-' N "."sCE A WEEK.
C_X .
-.-.
20.
ALL CLEAN -OUTS TO BE IN VALVE BOXES IN PAVED AREAS.
'" - -
SHOWING -
' 1 DEED R_FERENCE D.B.1753 P.271
I {
- RIP -RAP CHECK DAM
21
15 PROPERTY 1S NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.EM.A. MAP 370t78-0002 B,
ECT'.VE DATE FEBRUARY 15,1985
ANY NEEDED REPAIRS WILL BE MADE iA'ME:. ATE_' MA"NTAIN ALL
PRACTICES As DESIGNED.
MARINE FEDERAL UNION
i r TOTAL 31, '_DING AREA = 66.540 S.F.
I
- CONIC. FILTER BASIN
22.
LL EXTERIOR LIGHTS 4YILL BE LOCATED AND POSITIONED SO NOT TO ADVERSELY AFFECT
2-SEDIMENT WILL BE RED, O ED FRAM THE SEE' VE'+- !::AQ AND BLOCK
_�;
=r �*s� A- r`:
,f
_CREDIT
! ; { BUILD `3 HEIGHT = 60' BRICK AND METAL STRUCTURE
t j j
23,
NY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
EXISTING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER DETAIL
AND GRAVEL INLET PROTECTION DEVICE WHEN P,-ICE CAPAC T�
�.
'' �
`T"ti -'f -�
JACKSONVILLE ViLLE TOW�iSHIP, ONSLOW COUNTY, NC
PREPARED BY
i
EX;S-'lw; PROPERTY IS VACANT
- PROPOSED STOP SIGN
-
24.
RQPQSED ROOF To BE PPED IN To PROPOSED DRAINAGE NETWORx.
HAS BEEN APPROXIMATELY 50% FiLLED. GPAV-_ 1ti: G_ C EA'NED
� T S �
OR REPLACED WHEN rN'
`
JOHN PIERCE AT S, P. A.
25-
L DSTURBEO AREAS WILL BE STABILIZED WITHIN 15 WORK;NG DAYS OF THE
.HE �_CIMENT POOL L�, DRA;NS
E « T
NO �� _; '`u BJILDINGS ONSI ,E
-
MBL - MIINiMUM BUILDING LINE
oMdLET1oN OF ANY PHASE OF GRADING.
THIS
r i
� 4.0
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
26.
ERE ARE NO STRUCTURES WITHIN 50' OF PROPERTY EXCEPT AS SHOWN.
v- n E>
3-SEDIMENT W LL BE REtviO' rD FRCM BEHIND SHE iE_ VEV' i .uE
1-' =
PHONE: 5?0-346-9800 DATE: APRIL 16, 2002
- HANDICAP PARKING SPACE
27
CURB AND GUTTER TO BE STANDARD 24"CURB & GUTTER (UNLESS OTHERWSE SHOWN1-
WHEN iT BECOMES ABORT ^3.5 FT DEEP AT -NE-E`+'.E. T iF
•
� �}
�
SCALE: 1'= 50' F.B. 385, PG. 62-66
I j '
28.
WET TAP BY A PROPERLY LICENSED PUBLIC UT1uTTE5 CONTRACTOR ILL BE RfOUiRED
1W+E SERVICE INSTALLATION-
SEDIMENT FENCE WILL BE REPA-RED AS NE 5==�'' rJ VAtiTA,N A
ir�
#t. 'a `'� JOB 227393 FILE NAME:MARINE FEDERAL WESTERN BLVD
! ( I
*50-00 PROPOSED ELEVATION (TOP OF CURB, UNLESS SHOV^ OTHERWISE)
- �:� =., = EXISTING GRACE
29.
SIDEWALKS FRONTING THIS PROPERTY SHALL BE FREE OF CRACKS, BREAKS. AND OTHER
EFEcrs PRIOR ro THE IssuANCf � A CD
BARRIER.
I S :I � -- _
_
� rW
� �"�
REVSED 5-7-02
GRAPHIC SCALE REVISED 5-2(�02
J�
;
f
j
i
it
CURVE TAB.E
CI.R c
C*!ORD 8RG CORD
DELTA
RAD US
ARC
TANGENT
C'
ti58-29'43'W 248-46
2-26'32'
5829.58
242.48
124-26
C2
S39-8'29_* 205.79
13-54' 7-
849-9'
206,30
1C3 65
C3
%57'07'36-W 30 DO
O'17'41-
5829-58
3000
15 00
C4
N59.42'18W 495.77
4 3'02;
582-9.58
496-92
248$1
CS
N60'56'14'W 248.39
2'26'29"
5829.58
248-44
124-26
= DRAINAGE FLOW
30.
XISTING 48'CkP DOWN STREAM Of THIS PROJECT HAS THE CAPACITY DURING A 10 YEAR
4-AL.L EEDED AREAS VVILL B_ FERT',=:ZED RESLU-_D -5 NECESSARY. go , ��
AND MULCHED ACCORDING TO SPEC E!CA' : `+ - y ' v
S ''ti T+.L vEGETA-111VE
REVISED 8-03-02
REVISED
rORM TO HANDLE THE ADDITIONAL RUNOFF PRODUCED BY THIS PROJECT-
1 50 0 25 30 100
PLAN TO MAINTAIN A VIGOROUS, DE".SE vEGETA`.E COVER. I
6-05-02 200
R rS{� 5_,a-n2
PROP. SILT FENCE
31.
OIL FROM PROPOSED DETENTION PONDS TO BE REMOVED FROM SITE.
V
DBL = DRAINAGE BREAK LINE
32
LL DITCHES TO HAVE MIN!MUM 3:1 SIDE SLOPES.
5-AFTER CONSTRUCT?ON HAS BEEN COMPLETED Tr, �::'O 1rI'_ PERPETUALL"
L
MAINTAIN ALL DEVsCES 1I .AT CONVEY STORMNA -� L'vO ALL VEGETATIVE AREAS
^
4' BLACK VINYL COATED CHAINLINK FENCE
�
TO MINIMIZE TIDE EFFECTS OF EROSION, { IN FEET)
REVSED 6-27-02
.
REF: PORTION OF LOT 3 (M B.35, P.50, SL- 557) ! -- DRAINAGE AREA BOUNDARY 1 inch = 50 f{
SHEET 2 OF 6
e
4
IL
' 3 y - -. - - - - - - 1 u. f �-arYr - -- - - `�i.:��{ �..�. G. J� itt'-- - •:sri� - -

•
_ PROPOSED INGRESS. EGRESS
REGRESS EASEMENT
RICH -IN
RIGHT -OUT . _.
INTERSECTION
1 MCDOT ST 4 E `
172+50
A]O d 1 El }•, , , _ _
. . . . . . . . . . . . . . . . . . . . .
1� Ir bw
I i
2a�
.��tz = _.'R - _ ".i-.'✓!.' -1't- -[ f - Nog
I -p - T { �Ir yY aC HEAVE~ RtAFFIG` � Atl' sx " IIn.Y _
! - `- - _ _ . ,., - - _ - , cow_ OI.MSRA PAD
PO
rca,c
I I "S PA110
{ { I
BHP WESTERN
_ 0.8.1460. P.396
ZONED B-1
T21?3f• � �
ASPHALT
{ ! { 1 I ASPHALT 01
6 5 00 S.F.
I ' EIS
2066 3 ° -
24.0' � � -
1 � r
Iz
i - Rigs 1
ASPHALT I I -
I4b.
I V I 8_0
CANOPY NCL
TV z Ear I
o I NVAC a r Ir>sa� i I s
'� EIS S 33'0i, W 249.99' DO NOT I
_ >��� t
� TM1r sIGN
g
INCDOT STA, S33'075'W-
178+00 10p 00'
I Ii
I �o
Z$
I to?
� xx
I ail I
I A
I I f I
I f
I 24.0'
I I II I
f I I I
I I I
I f I
I
i
f ! I
� � 1
! � j
REF: PORTION OF LOT 3 (M.6.35, P.50, SL. 1 557)
ASWHUT a (HPS &R)
60' MIGRESS, EGRESS, UTILITY EAS;EMEINTS&
DRAINAGE ESMT.(M.8.35, P.30, SL J-557)
DO NOT
ENSIGN
0
1.14 AC.
CARL J. BEA04AM SR.
D.8.1383, P.510
M.8.35, P.50
ZONED 8-1
SITE DATA:
TOTAL AREA = 10.0 (9.5 DISTURBED)
PROPOSED PARKING = 273 SPACES (W/7 H/C SPACES INCLUDED)
I SPACE PER 250 S-F. (65,560/250-262)
20% REDUCTION(262 X 0.20=52) (262-52-210 REQUIRED SPACES)
WATER - CITY OF JACKSONVILLE
SEWER = CITY OF JACKSONVILLE
ZONING r B-1
TAX MAP 339 PARCEL 4.3
DEED REFERENCE D.B.1753 P.271
TOTAL BUILDING AREA - 66,540 S.F.
BUILDING HEIGHT - 60' BRICK AND METAL STRUCTURE
EXISTING PROPERTY IS VACANT
NO EXISTING BUILDINGS ONSITE
CURVE TABLE
CURVE
CHORD BRG
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
N56'2 '43'W
248.46
6'3 '
5829.58
248.48
124.26
C2
'S8'29'W
203.79
13-54' 7'
849.91
2D5.30
103.66
C3
N57 7'36'W
30.00
01Y41'
5829,58
30.00
15.00
C4
N 594f1
496.77
4
5829.59
495.92
248.61
C5
N6 'I4'W1
1 248.39
6'
5829,55
1 248.44
124.26
M � I
I
C2 I I; 10' ASPHALT DRIVE -
95
pr4VA7t -- _ R2W I I I
AU ro
ASPHALT ?Lu
4 8 g3_
----- ------ I ' w I
- zz_ 1 I I
VALLIAM KENNETH MORGAN SR.
0.0.1670. P.64 I
M.B. 40. P. 113. SL K-819 '
ZONED 8-1
SI S
LEGEND
SIS - SET IRON STAKE
EIS - EXISTING IRON STAKE '
EPK - EXISTING P.K. NAIL
ERM = EXISTING R/W MONUMENT F
EIP - EXISTING IRON PIPE
WM - WATER METER
WV - WATER VALVE
M.H. = SEWER MANHOLE
PP - POWER POLE
l = LIGHT POLE (SECURITY LIGHT)
CA = CENTERLINE H.P.S_& R. INC.
R/W - RIGHT OF WAY 5.8.1317 P
M.B. 38, P. 177, SL.
I-403
t
a
x
GUN �iANCH ROAD
VICINITY MAP - NOT TO SCALE
1. JOHN L. PIERCE, CERTFY THAT THIS PLAT WAS
DRAWN UNDER MY SUP RVISION FROM Aft ACTUAL "VEY
MADE UNDER MY SUPERV14014 (DEED Wftl WCES SHOWN
HEREON} THAT THE BOUNDARIES NOT SL WYEG ARE
CLEARLY POICATED; THAT TK RAn0 OF ►RECISON
AS CALCULATED I! 1: 10,00D• ,. W1 TWESS MY
OR1111N SIGNATURE, LICE NUM1ER AND SEAL
THISDAY OF
JOHN L PIEA�S L-2598
-CONTACTS:
1-WATER AND SEWER - CITY OF JACKSONVILLE (MICHAEL
MACK) - 910-938-5249
2-NATURAL GAS - N.C. NATURAL GAS 1-800-726-3751
3-ELECTRIC - JONES-ONSLOW ELECTRIC(MARTY SHEPARD)
910- 369- 8769
4-TELEPHONE - SPRINT (JEFF SHEPARD) 910-577-9357
5-STORM DRAINAGE - CITY OF JACKSONVILLE (TOM
ANDERSON) 910-938-5262
H.P.S-& R INC.
D.8.1310, P.514
PORTION OF LOT 3
M.8.35, P.50, SL. J-557
ZONED 8-t
= FIRE HYDRANT 250.63 ACRES APPROVED '
INV. = INVERT ZONED a-1
- CB = CATCH BASIN ' WTH VMIUL A UffIRUMME AL
DI - DROP INLET
-E- - OVERHEAD POWER LINE
CO = CLEANOUT
RCP REINFORCED CONCRETE PIPE
-FO--
UNDERGROUND FIBER OPTIC
- UG --
UNDERGROUND GAS MAIN
-UGG-=
UNDERGROUND GAS SERVICE
=
PROPOSED SIGN
=
RIP -RAP CHECK DAM
❑ -
CONC. FILTER BASIN
® =
PROPOSED STOP SIGN
MBL
MINIMUM BUILDING LINE
-
HANDICAP PARKING SPACE
♦50.00 PROPOSED ELEVATION (TOP OF CURB, UNLESS SHOWN OTHERWSE)
49 M, =
EXISTING GRADE
DRAINAGE FLOW
=
PROP. SILT FENCE
DBL
DRAINAGE BREAK LINE
o a =
4' BLACK VINYL COATED CHAINUNK FENCE
OWNER:
MARINE FEDERAL CREDIT UNION
159 BRYNN MARK ROAD
JACKSONVILLE, NC 28546
910-355-5601
DEVELOPER:
KDA FINANCIAL, INC.
350 FRANKLIN ROAD
MARIETTA. GA 30067-7734
1-800-777-5321
RECEIVED
mmwocxmnr IIAMMISSIOM
DIVISION OF WATEA QUALITY DWQ
Ko __3UL 2CU Z PR0J # 5x x ozb 42
SITE PLAN
L
SHO"'NG
MARINE FEDERAL CREDIT UNION
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY. NC
PREPARED 8Y
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE. NC 28540
PHONE: [phone] DATE: APRIL 16, 2002
SCALE: 1"- 50' F.B. 385. PG. 62-66
JOB #227393 FILE NAME: MARINE FEDERAL WESTERN BLVD
GRAPHIC SCALE � �fl -� 02
RE%4= 4-03-02
90 0 29 30 100 REVISED E-05-02 200
PEVTcM l] 6-14-1?Z
( IN FED, REVISED 6--27-02
1 inc h - 50 it
SHEET 1 OF 6
I
Y
r
r
r

s
+49.63
44.13 INV \�ySTE
43.00 D � l Aj
1 53.70 I�/ N �'
.sd YY� 5+ -63 `FlLL AREA I� L� /�� +a9.33 a - (0.7)(6)(A) MSTERN BLVD,
*sz67 ti ` 8 �� EASEMENT \� -" +] {4.2} (A)
1 i 49 REQUIRED � `"t v � � r �
�' p� CB L9 PIPE AREA(AC.) LENGTH(FT.) SIZE(IN) SLOPE( %) Q(CFS) -
' I Y -� _ I IN
52.50 �\ +49.1e A 0.08 60 15 0.35 0.34
j t T I CI +6c oa IN V B 0.14 31 15 0.35 0.59 = Z
1 N T ST�. TS 1 ° t 50.ea _ _
172+50 i 54 �1 i, - _ tl AREA ' \ ` C 0.65 133 15 0.35 2.73 a
} j s ,•,�.. ` � D 0.65 133 15 0.35 2.73
1 �{ t "a,z ` TOP-52.50 mot_ _ _ - E 1.96 148 18 0.35 8.22 GUN BRANCH ROAD
;`I ��_ Lsa= lop � \ � \ � G 2.40 124 18 0.35 10.08
I; 7 �- 1 1 I ` .5 H 5.25 134 30 0.35 22.05
i t �O +4G 28
' I Z } = _ 5O B -� I I 5.60 30 30 0.35 23.52
TOP-92.40 J 0.40 107 15 0.45 1.68
s. 45 5s. ; ; �3 , V-50.01 -� \
Y',,, 4 j 4 K 0.48 151 15 0.45 2.02
` L 0.99 18 15 0.45 4.16
{ t 1E 4 I FILL AREA _- \
T k1$�y`� .` N 1.55 148 18 0.45 6.511
l l 1 4 + .�,. 7 } _ �k°8� arrcy - ��� 0 0.13 30 15 0.35 Q.sS VICNITY MAP -NOT TO SCALE
• _ - �-i5` +so-e7 l P 0.42 106 15 0.35 1.76
o°B _ a 0.62 87 15 0.59 2.so
I
53.10 R 0.83 59 15 0.59 3.81
j I a ? % -�•` --� . E]vp _=_ _--�a 49.46 S 1.10 9 15 0.59 4.62
11)4 4xt3 T 0.21 85 15 1.84 0.88
t tl III' U 6.20 57 36 rcn+v 0.88 2$.04
32. O \ 46.60
5 ���
53.50 t ���a--.4ta1
1 DI �, �� _ - 49ee NOTE: ALL PIPE ARE REINFORCED CONCRETE UNLESS SHOWN OTHERWISE.
S TOP 4Q. SD I I t f ` 51. D 79
+so
INV143.84 �Y I It I +50-69 `
lid I SPELL plF r • _�t�_-� ` I �--�.== BHP WESTERN
i52.30 CURB TO�'S1.00 ASPHALT URB ` _� L53�+ 56.6d --- +� =�ti ZONED '5-1
ILL
�- INV-48:65
52.30 52.00 5 .550. 78
52-5 4��
52.70
52.20E_d1 - C€XWY THAT TIa AT WAS
51. SO 52, 40 p y Cyr - I, JOEIif L PIERCE, S tK A>l
i 5210 DRAWN UNDER MY 3UPEFIAIiq�l lR0M AN ACTUAL iURVEY
51.70 52.90 �� -h= _� eR_ �� �- R !!/N
I w 52-90 I 4 �` Yy1p k �` MADE UHDC11 4Y 9UIyEltVIS10M {i"�[EI� EI! ✓"L! '10MM
;4i. TP 0SPIL y. NE -� HIEREONN THAT THE BOU#IDARMS "t SURKrTi] Alit
j : 51.40 5 .DO �, TP I f TT' 1 F_ f 1_ RO d. 303 _`s_ CLl<AALY INDICATED, THAT THE AATIO OF
f __ 1+7 0• CIJr _ `_ __ _ AS CALCULATED IS 1:I0,000;; M111`1fg
I II;',� �, ! SPILL 52.70 SCPUI CURB 52.30 A1.94r 1 J 5 .IO �7�=3 Tp �= �-_ '
52.30 RB 1 � _ �� -��` -_ THIS,
, 31GNATIJR! W4
`s SPILL DI ) ` `- -=� ` T}I15� DAY OFF +.. -
}42 E3 53 1 i D! 1 } 52.70 S .00 52570 CURB TOP-51.00 1 51.80 -TIP 1.0,++
TOP-5 52.40 tNV-47.75 / 5200.1
T 5312 53 I a i }� } 1 f 752.10 .CURB: '
JOFI L P.LS. L-Z54
+ ,47 L230A , 52.S0
PATI �.1Dfit 497zS3503.sa
/
7
443 a V
e �a.p� -�,�;,� �� - f pea
51.8� + 51 2Irn
z",Q.E�� _ ••"`4• y Rn1•►"
1-
_ = 51.90 SPILL n EM - '��: - }-� �_ _ -
' I I m1 +S• CA DITCH �I CURB • I Et,� 4E7y - �►`�
E Pi -, �_ TOP-51.30 ASPHALT TO BE F1 i I 51 m CY
/ ✓ INV-48.27 52.30 i
I # 1 0 `ASPHALT 50 76 52.20
3.40
52.aD 52 DO I�. ;� j N .50 73
2 B j o FLARED -END W/
53.6 -"Qt 53.20 5'. S C.Y. OF 6'RIP-RAP
! I SPILL
8 s CURB-
00 = 53. SPILL - +�0az
l I t --_.- 52. 1' AP 51.60 C; 52.60
I I r---F :•�. _; ;} - - F C8 CURB .N+ st ° 00 ! ��
-47.31 51.9 1 jIl,j?� 28-INV-41.87
TOP-51.90
z1
1 GUY RE 5 INV-47.97 1 r 5$
53.1 I *TP , k_ Y @`
a.63 30 52.50 F}?' 52 iT3 '!i' CB 51.QO TOP-50.90 I r/,'III x,v
I - ` i I -S" TOP-51.50 ASPHALT INV-48.4 li �• 7 EXIST 48'CMIP,
1 _ _ -�'- _ 53.00 52.50 52.40 INV-46.e4 51.80 /� //! ;
l CURB 53.20 - _ -.- =-'� *509e'.52 O r 1 :g 'SZ.30 \ [i
e ILL - _ J I TOPti51.30 U/L\ I Jf J _
/ G a•■ 6>~+r - - Y l TEMPORARY OfTpi TO INV-47.36 -s0.e
t4 � +ss07 � � _f 9E RELOCATED � x Z
til-
CA. DITCH _
I t • u ASPHALT �, 52.50 � ; F, 50.37 1
INV-4sa.6 = �.__ -- - I�'lr 1 GARB 1.40 2.30 SPILL $'-Qs CHAIN +4�3a+ !Jr' ;;Ij INV-42.13
I I SPILL t -�- --
j CURB • I SAUTO WORK r SPILL 52.50 CURB '���I� �C� Ir
I j 1 r 51.30 - AREA w/ CANOPY.CURB 52.2
I I : DmW THRU 52.90 �r I CB 4 *s 4a
I
e I 53'10 a. I TOP-51.60 ' TP ]
I i 4 2'60 f CANOPY Ir �r/ iNV-47.7i 51.60 I; r!
! � +se•,s
�I I Sf 52.60 1 - - 11 ,Irl t
N TP ES
!u' �' f--� .' t
I a i I I i I o+ 52.30 52.70 17111, hIS
53t 1,n ' r"1 ? l! 52.4 I 51.50r
Y ` .L. CB J I1!/ r l
7pp- 51.30 C DITCH
JJ
I` 5i a6 �1 (J , ''+1 � � ' S "0'i'�. W 249.99' ` INV-48.56 � w � 1 � -
t 52s3 4 �` 70 BE FI I- 1 j! rl
11 I 4'r 1 W. 53.4 53.20 s 05��� I, ! s
*5t.26 C `1!'� !r. BEMRELOCATEDTCH TO Y•34JI
1 `
fr aj 'KCs 52.20 TOP;50.7D 1'f I f i j
NCDOT STA. S33TI'T5' j { I W. TOP,
t 47 i 1 15,-z4 f "p � � INV-46.22 !l! `'I � �' q s� '
i76+00 54.1 00 i I I ASPHALT SS, EGRESS & UTILITY EASEMENTS INY-48.54 ;i SIS 7 ! 1 I ] It FR 2 !r f
TP q " I . ac, I i I M.B.35r P.50. sL J- 557)
I I o w, i ice,
53.80
!I ' 54.30+s0.s3 t 1 r 1 I _ 1'r• I <' J `__`_"___-----»----
9 + f I�''.� i CB / 46 a9 ' jJ I r W N
w cr C9 +3rprO TOP-51.DO !
Irp499a TOP-52 30 +��� Irl rl' INV-48.6 j!'' 30so H.P.S.& R. INC.
/ _+s,z5 S 00 za421�
I x ' 53.160 I INV-4.9.32
st.10 rs5 51.50 !•; D.9.1310, P.514
2 4?.se ASPHALI .e I 1 1 qC PORTION OF LOT 3
I IV w I iI o ` r +se.zc M.B.35. P.50, SL J-557
3 4835'1;� ZONED 0-1
�5347 42' w II I
C8 TSe.a` 52.10 QJ7 +•I �1 {lv 1 ' f
i I I I I NVVTOP-4a' oo
I I I I I �a 'III ;rl
63
I I I I I I I O REQUIRED PARKING - 260 1 j +50-34
� g 2
I I TOTAL PARKING - 273 i.14 AC. 435,591.82 aq.ft.11;I'/f'Ir%l 54-9a I
kk 10.00 acres
I I I I i I I 13as,'' SR. 5 i �� _ I G
24.17 ZONED, -1 WILLIAM KENNETH MORGAN SR. 2� � 1� _� /! r ! ' � 51S
I1 jjjj D.B.1670. P.64 / , �' Z' T•• ti ' / / ,rs0 30
I I I I M.B. 40i3B5L K-819
ZONED
.503e
I
I I I I I-11
�
I I I L
! I I I I I I
NOTE: I H.P.S.& R. INC. y D.B.1310. P.514
• 1. BUILDING SETBACK LINES NE ESTABL 94ED WITHIN THE GUIDELINES M.B. 36, P. 177. SL. K-403
OF THE CITY OF JACKSONALE ZONING ORDINANCE. DATE AUGUST
22, 1972. 250-63 ACRES
' ZONED 8-1
FIBER OPTIC Z ALL STREETS ARE PUBLIC OILESS DtSIGNATED OTHERWISE.
K
CABLE MARKER
3. CITY OF JACIKSONVIU,E WA1iR AND SEWER TAP FEES, IS APPLICABLE.
- Fi CENO
(FACILITIES CHARGES) MAY NOT HAVE BEEN PAID ON THESE
LOTS BUT
MUST BE PAID, IF APPLICAy PRIOR TO THE ISSUANCE
A BINLDING
EIS - EXISTING IRON STAKE
PERMIT.
SIS - SET IRON STAKE
ECM . DOSTNNG CONK, MON.
4. ALL EASEMENTS ARE 20' DIAMIAGE AND U11UTY UNLESS
SCM ■+ SET CONC. MION.
M.H.
OTHERWISE NOTED.
-E- : ELECTRIC POWER LINE
PP - POWER POLE
TOP-50.29'
5. SML DISPOSAL AND DORIS RILL BE HAULED F REQUIRED,
S TO R M WA TE R PLAN
UN - MANHOLE
C13 - CATCH BASIN
[NV.-45.61'
6. ALL RIGHT OF WAY NITERWIONS TO HAVE 20' RADIUS AND
SHOWING
D DRAINAGE & UTILITY ESMT.
DI - DROP INLET
PAVEMENT INTERSECTS TO 1AVE 30' RADIUS.
MARINE FEDERAL CREDIT UNION
MTV - INVERT
TP - TOP OF PVMIT
7. ALL 0N5 WILL HAZE HANDICAP RAMPS FROM STREET
COUNTY, NC
,IACKSONViLLE TDWN�I,RED
+w.00- _EXISTING SPOT ELEVATION
SIDEWALK
TO SIDEWALK PER N.C.D.O.L AND CITY OF JACKSONVILLE
SPECIFICATIONS
BYOtJ$LOw
450.00 - PROPOSED ELEVATION (TOP OF CURB, UNLESS SHORN OTHERWISE)
JOHN L. PIERCE ' & ASSOCIAS. P.A.
TB - TELEPHONE BOX
GW - GUY W ZE
& SIGHT DISTANCE ARE 10'X7d AT INTERSECTIONS
�►��,� �_ 409 JOHNSON BLVD. JACtCSONVILLE, NC 28540
SP -
SERVICE POLE
WV
WATER VALVE
Co
CLEAN OUT
FN -
FIRE HYDRANT
CAP =
CORROGATED METAL PIPE
RCP -
REINFORCED CONC. PIPE
-•► -
PROPOSED DRAINAGE FLOW
REF: PORTION OF LOT 3 (M.&A P.50, SL J-537) .
CURVE TABLE
CURVE
CHORD BRG
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
'4 '
24&48
5t329.58
241148
124.26
C2
205.79
7'
649.91
206.30
103.66
C3
N
30.00
7'41'
5829.58
30.-DO
15.00
C4
4 '1
496.77
4 '0 '
5829.58
496.92
24&61
C5
'14`
24&39
5829.58
24&44
124.26
r
NOTE: THE SAID TRACT OF LAND 11 NOT LOCATED IN A FLOOD AREA
ACCORDING TO FEMA MAP tQMMUNITY PANEL 370176, NUM M 00028
EFFECTIVE FE BRUARY 15, 198& THE PROPERTY IS IN LOCATED
IN ZONE 'C'.
S. SIDEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF
JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL (SECTION.
10. ALL SIDEWALKS TO BE ODN1RUCTED AT LEAST N OFF BACK OF CURB.
11. THERE ARE NO 404 WETLAWS OTHER THAN
THOSE AREAS THAT ARE SITYK
IZ CURRENTLY, THERE WILL BE NO DRIVEWAY ACCESS TO WEILIRN BLVD. DIRECTLY
FROM LOT 2.
13. ANNEXATION INTO CITY OF rNCKSONVILLE REQUIRED PRIORTO RECEIPT OF
WATER AND SEWER SERVICE:
PHONE: [phone] DATE: APRIL 16, 2002
SCALE: 1'- 50' F.B. 385, PG. 62-66
JOB #227393 FILE NAME: MARINE FEDERAL WESTERN BLVD
GRAPHIC SCALE
0 25 50 110
( IN MT )
1 inch - 60 M
SHEET 1 OF 2
Y
I
I
y
a7�_W__■.-�a�-�i�a; �•laY'r �. -A..•,-'%L.s.-a-;bl..,_.;a a:•'r Yip LI--is 1-.

F1
FooTiNG
/l,Alr ,LEFT NARMOM CAA►
"r - • "^^" ^ 1 I GH BASIN
BN 2000
TYPICAL CU1 B INLET
CH BN 2000
NOT TO SCALE
A
CAA"
&NON
�
as 000000ou -:
ADC
MEN Em.
f�@i � te,, :��/�� ei�, 11 %>?� � a e. J. � Imo■ 4f► �
B,
1 /2` RAD.
LYRAD. �1/8' RAD.
o
I ,
is
2'-0'
N.C.D.O.T. STANDARD 24' CONCRETE CURB & GUTTER
SCALE: 1' 1'-0'
1/i RAC.
b t•. F1111" RM
SPILL TYPE 24' CONCRETE CURB sit GUTTER
NOT TO SCALE
ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO WARE
MATH METAL CUPS OR MARE AT 11' OFF
12 GAUGE 4'Xe OR 2'X4' WELDED MARE HOOKED ONTO CENTER
PREFORMED CHANNELS ON METAL POSTS. OR FASTENED
TO CEDAR OR WOW POSTS WITH Na g STAPLES
=1010111-
} EL- 41.0
CONSTANT POND SURFACE AEA- 15,000 S.F. O EL-46.0
NOTCH RISER AT ELEV- 47.06
SEED SIDE SLOPES PER SEEDW SCHEDULERISER WoULE TRASH RACK WITH / ENCLOSED BOTTOM
a #4 REBAR (4'0.C.E.W.)
j 10'%DE VEfIETAn E SHELF
Pumamli OF POND w ELEV. 48.22 100 YR STORM EMERGENCY SPILLWAY 3: I-
_ a#46.p at= ELEV. 48.03 10 YR. STORM i i 17:1 1—! l
I _ EL-44.33 ELEV. 47.08 WEIR ELEV.
ELEV. 46.0 60 36' CMP
PERMANENT POND MP
I I I —I I FOREBAY
f k I i I I I J AREA ,�^ j} I j— I }?I-
E—i I —I 5y 1.5' SEPARATION
6"PVC PIPE ANTI -FLOAT BLOCK
I I= 1-1 ' I W/CAP - 1.5" (40 CU. FT. CONCRETE)
i
EILIEIV—. 4I 1i.-0 i=1{I I =III=I 3 =I I f I I �i HOLE DRILLED I I -I 111 IN CAPPED END
(W/HARDWARE
T. CONCRETE
EllI_! I 1EI I t—I E_II—I I i=I S
CLOTH SCREEN)
,
SEENG SCHEDULE(INC LUDI NG POND SIDE SLOPES)
SPREAD a TOPNL OVER AREAS TO BE SEEDED AND OTABLISH UNIFORM
GRADE PRIOR TSEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED. DISWTE SEED UNIFORMLY AND COVER UCHTLY.
APPLY CLEAN 2AW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
NTH STRAIGHT JADE DISC IN FLAT AREAS AND NTH ASPHALT TACK
U4 7E SLOPES KCEfO 4x
MATERIAL APPLICATION RATE
I
LIME 2 TONS/ACRE
20X SUPERPHO'HATE 500 POUNDS/ACRE
FERTIUZER(IO-1610) 1000 POLIND5/ACRE
APRIL - JULY
FESCUE, KY1 50 POUNDS/ACRE
BERMUOA (FILED) 10 POVNDS/ACRE
.IJNUARY - MAN I
FESCUE. KYi 50 POUNDS/ACRE
BFRMUOA (UIIJU.FJ]} 20 POUNDS/ACRE
M (GRAIN) 25 POt1NDS/ACRE
SEPTEMBEER - MEMBER
FESCUE. ICY-4 SD POUNDS/ACRE
MLN.cH TONS/Ap:£
ASPHALT TACK GALLONS/ACRE
NOTE: OMMEA iY VARY SEEDING TO CONFORM 110 LANDSCAPING REQUIREMENTS.
NOTE: RYE BASS OR WEEPING LOVE GRASS SHALL NOT BE USED.
SEEDBED PREPATION NOTES:
I. SURFACE WATERDNTROL MEASURES Tt BE MSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' Don TOTAL SEEDBED PREPARATION DEPTH SHALL BE C-e DEEP.
3. LOOM ROOKS, ZITS NO OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE 50 TH THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OWOETATKIN. SURFACE FOR FINAL SEEDGEn PREPARATION.
AT FINISH GRADE SHOWN, SHALL BE REASONABLY SMOOTH AND L*WORM.
4. F NO SOIL TEST TAKEN. FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS 01E. IN AMTtON, PROVIDE 15 LBS/1000 &F. OF SUPER
PHOSPHATE i
5. F SOIL TEST IS KEN. PROVIDE LAE AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FIER nLR SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDKOREPARATION.
FOREBAY BOTTOM EL-41.0
PLANTING SCHEDULE
NOTE: PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF.
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH LWORM GRADE
PRIOR TO PLANTING. PLANT ANY TWO
(2) OF THE FOLLOWING SPECIES WITHIN THE
LI,MTS OF THE DESIGNATED VEGETATED
511E F AT A DENSITY NOT LESS THAN ONE
PLANTING PER SQUARE YARD•.
Peltondro virginb
11691
Arrow Arum
SoWtorlo IotiRdla
Arrowhead/Duck Potato
Andropogoa virg 4-8
Broameedge
Andropogen 0omKatus
BushyBeardWasm
Caratophykrw DW Ourman
coon tall
Sclrpue puogens
Common Throw Square
Lemma opp.
Duckweed
Sa,nwue eenvuus
Llzord Tall
HbNenu morrheutos
Marsh Hibiscus
Pontederle cerdato
Pickerel
Potomogetow peetiiabm
Pond Weed
Leonia aryJloida
Alce Cutgrase
Cant app.
Sdrpue vdkkw
SooStem Bukuah
n
wd
,Awrc,� efh me
Soft Rush
Nuphar lumen
Spotterdock
arilcurn
Pam
Aconw calm
Sweet ilog
EOodw ca,adensis
Watrweed
Yalieneria arnerlcana
Wbd Cdry
Zizmw aquatioa
wild Rios
R/W
EwSTING ROAD
DETENTION POND PRINCIPAL SPILLWAY
SCALE: 1 " - 20'
R/W
MAXIMUM SEDIMENT STORAGE LENIEL REMOVE 50' WIN.
• SEDIMENT W IE N THIS LEVEL IS REACHED LENG;H
OR AS QIRECTED BY CONSERVATION INSPECTOR.
PIPE ID + 2'4' 4 RE -AR CONSTRUCTION
12' O.C. EACH WAY PIPE I.D. +
3' 71/2' ! ,. PROFILE
2 4 '
;
• ji a' 8' BRIO( 1/4' COMPOUND (SEE NOTE)
OPENING
t2 EXPANSION UATERIAL PLAN VIEW
6'
H B 1/4'
% CONC 2 PIPE I.D. 1. Stone size - Use MSHA size No. 2 (2-1/2' to I") or AASHTO
GROUT -' designation M43, size Na 2 ( 2-1/2' to 1-1/2'j Use
mush" stone.
FILL 2. Length - A■ effective, but not Iwo thou 50 fort
3. Thickness - Not lase than she (6) Inchee.
• ` 4. Width - Not Less than All width of all points of
3'D" •
• A diM A ' s Washing -WW*m or *TomWWim n �X wh�istl6 shall be cleaned to
A d G A e A, d + remove sediment prior to entrance onto public rdot-af`
— way. When washN Is required. R shall be done on or
• 4, 8 8' 8'arw stabilized with crushed stone M cm
approved mdWnent trap or sedYnenthbasin. Aich sh p esdirn nt
PIPE I.D.+ sha11 be prevented * n, entem, rk,q any stem drain dit"
• 2500# CONC. - 4' j' Q' 4" or watercourse through use of sondbags, gravel, boards
FOOTING
or other Z E. Maintenance-' _
The ontranee mhol be maintained it a
PIPE I.D. + conditlan which will prevent troddng or Sowing of
�
NATURAL GRADE NOTE: COVER TO BE PROVIDED WITH TWOZ) LIFTING HANDLES 3' O" sedimentigh onto public rts-of-wa� This may rmire ! periodic top dreesinq with additbnd etas. as condition
III II + II II I CARRY APPROXIMATELY 12' OF FABRIC INTO TRENCH. demand and repolr and/ar dearout of any meosuru wed to
wroved
11II,�- I COVER MATH SORL AND TAMP BACKFIL.L� top medirn nt. All sediment. @piled. diaprnuaer or
'li; I1; ,;I i,l illil I' Itracked onto
way
CARRY el' OF wltE INTO TRENCH.
JUNCTION BO public rivl,ts-ar-
Y MrNIMUM ICI i11;!�,iill II FI I!� ;�+� frnmedbLely.
NOT TO SCALE
it
ail it
OFF C CEDAR ON 4'x4' TREATED WOWPn55 AT a' STABILIZED CONSTRUCTION ENTRANCE D-5 WT
OFF ONTER MA>dMCOM. CEDAR AND WOOD POSTS SHOULDBE Y DEEP M INH IM• NOT TO SCALE
CAS
� •.� S Cam}.-��
ANTI -SEEP COLLAR
(SEE DETAIL)
!�-
TM- INV=45.5
I� r
SAW CUT (TYP)\-TRENCH
2" z `DFH \ + i EXISTING /A
I
u-o-c'c�o--------;ohs--
a_o 0 0
SELECT
B" (MAIN) ABC
SEWER MAIN (BEDDING
At HAUNCHING PER SPEC.)
DRENCH WIDTi -
OPEN CUT/PATCH DETAIL
�` >o DETAIL SHEET
�j IL
PREPARED FOR
MARINE FEDERAL CREDIT UNION
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOH N L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE. NC 28540
PHONE: [phone] DATE: 4-16-02
SCALE:: AS NOTED F.B. 385 , PG. 62
JOB # 227391 FILE NAME: MARINE FEDERAL WESTERN BLVD
SHEET 2 OF 2