SW8120607_APPROVED PLANS_20120726

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW E /� 02)
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�d n4g
YYYYMM DD

+48.89 N 36.22'18• W 281.12'
iI
REF: M.B. 64, PG. 94, C BINET "N"
D.B. 934, PG. 366
M.B. 7, PG. 77
i
i
✓i �
/ /o °° ��
k /Q� tr � a � � �l
THE CITY OF JACKSONVILLE, s°J° z
I �- S a� I ��`�
o� /
A MUNICIPAL CORPORATION 9." /
D.B.1069, P.361 ! • �8 'W /
ZONED R-15 k ! •RCP +49. �`�2 I
(WELL SITE) 4 '�' EIS /
_ k I ° 00 /
k
P
EXISTING FENCE / /
EXISTING OLD
! WIRE FENCE
I-99�9.00
?054 C - ^ _
Q,* U E Iso_ - x
HWY 258 INVESTORS, INC
LOT 2
NORTHRIDGE SUBDIVISION
M.B ??, PG. ??
ZONED R-15
VACANT LOT
+0.00 CONSTRUCTION NOTES-
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED
AT THE TIME OF CONSTRUCTION.
2. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
3. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES
SHALL MEET ONWASA SPECIFICATIONS.
4. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS
AND USE FILL AS REQUIRED.
5. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WALL BE
DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL.
6. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND
DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT
BACKFILL MATERIALS.
7. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS.
8. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
LD NG HEIGHT IS LESS THAN 35'
0
ti
NC HW y ��-
S I TE-- s�
V. MAXIMUM BUN I
4 .67 I ^ �� / \ \ - 10. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL
BE MET. S
X •' 11. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO Rv
X ACCOMMODATE PROPOSED CONSTRUCTION. 5
rt� -k I ' iy .'.'a5•• • .>r•,• �'•'�';• • y .� � 12. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR t0 CONSTRUCTION.
W G
k a 4 r . / 13. DEVELOPER TO INSTALL STOP SIGNS AS SHOWN.
14. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER
R-7 OR 12-8 SIGN. �¢
' �I ! 15. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR MATH SURFACE DRAINAGE
as 1,i , r ' '•'.'. �' ` 50 -. X J (AS SHOWN). �a
N , S" ' q i { 16. ALL CLEAN -OUTS TO BE IN VALVE BOXES IN PAVED AREAS.
/'''•''' ' • • '.�.'.. LE r 17. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO
to
j ^ .'37034-4348J DATED NOVEMBER 3 2005.
07 M I • .:.. • . ;.; :...'..' '.'... '.'..' • l F.E.M.A. MAP D TE
/ . �- 0 3 g 18. ALL EXTERIOR LIGHTS MALL BE LOCATED AND POSITIONED SO NOT TO VICINITY M AP NOT TO SCALE
r / I'•'.'. ^ _`S c ADVERSELY AFFECT ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC, -
:,:.�' '�;•' ' • •,•' ' ' .:.. •,.;.;.' ' .:..' ' - .:. ,•:.:.'.' • • 25'� _ �� 19. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF
I I 4s.3a I l'. , : •'.'• , ;•'•'.' ' : `.- - ' ' ' Ilk ^ ^ � / x 20. A WET THE TAP BYONA PROPERLY LICENSED GRADING. OF ANY PHASE OF UBLIC UTILITIES CONTRACTOR LEGEND:
:•'... �` EIS = EXISTING IRON STAKE
i I �• • ...�.�.':•;.;.;:':':•:.::':•:P.O�t�:'�►R>�'A:=•:':':�:�':':'::::':':':�':�':':�-:'��:�:�: _ EIS WALL BE REQUIRED FOR THE SERVICE INSTALLATION. SIS =SET IRON STAKE
/ �•;.'. , •:.'.. • . • / 21. ELEVATIONS BASED ON NAVD 88.
22. UTILITY SERVICES MAY BE RELOCATED TO ACCOMMODATE SITE CONDITIONS EIP = EXISTING IRON PIPE
' I , �S ^ ^ ECM - EXISITNG CONCRETE MONUME d f
�' '•': �, ' /^ _ CC = CONTROL CORNER
gip:.. ; j•' r \ / ^ , n \ EPK - EXISTING PK NAIL
+49sEp \ SPK - SET PK NAIL
J \ +0.00 / - - - - - �- - ENis� = EXfSTTNG NAIL
/ (BM) - BENCHMARK
•+.49.z7 , • so.15' / =CENTERLINE
/ { ! I , ... :ra '•': I I R/W - RIGHT OF WAY
/ ♦ 49.
II j 30. �yo -50� ! I !^ - I MBL = MINIMUM BUILDING LINE
BOC - BACK OFCURBRB
/ CO
WM - WATER METER
4s•34 ' EIS j \ / I r (` J PP = POWER POLE
+49.5 0 1 \\ ~ // RCS 1' 1 I� LP - LIGHT POLE
o / 0, PROPOSED 6' HI H - PPT - POWER POLE WITH TRANSFORMER
, � � WOOD OPAQUE QU E � GW GUYUWIRE RITY L!(�iT
L j +49.02 HIGHWA1Y, 258 INVF�TORS, INC. (f I /I CB = CATCH BASIN
9'79 \ f5.105-'f1 Q I\ FENCE DI = DROP INLET
�� ., o / \WITH EVERGREEN J13 - JUNCTION BOX
64, PG. 94, CABINET �1. I 1 J I
1 T� .4 ACR - - o SUBS (20 PER RCP - REINFORCED CONCRETE PIPE
P. o � 104,977.11SQ F 2 1 ES I � ^ I INV =INVERT
11 1 � S ZONED -��l 13 I 1 00 F) / I I FES = FLARED END SECTION (PIPE)
ors VACANT LOT 13ETW kN FENC�, & AC. - ACRE(S)
PROPERTY LINE ;I I SF - SQUARE FEET
1 X! � -+ I / I I I Mwv- WATER VALVE
_ I t �' M iv - IRRIGATION VALVE
1 �0{ 1 .es ; j ; Ir C I I I EVELYN WELLS RICHARDSON FOC = FIBER OPTIC CABLE BOX
HIGHWAY 258 INVESTORS, INC. I I -*vx ! \ 1 � 1 1 D.B.294 P.285 TLB = TRAFFIC LIGHT BOX
TB = TELEPHONE BOX
D.6.2813, P.105-110 1 I 9'e4 i 7500 - �4FVR - � I W I I RESIDENTAL LOT MW - MONITORING WELL
24 • x 1 pROPosto e• sEwfR LINE� I- ZONED RA NTS - NOT TO SCALE
99,254.55 SQ.FT. 2.28 ACRES ! I � '� 0�3� I -
ZONED - HB f +50.30 r a.a I 1 I D&UE - DRAINAGE do UTILITY EASEMENT
_._._._._._L._._. _ ¢ROPOSED T 0. (n c j DU&AE - DRAINAGE, UTILITY, & ACCESS EASEMENT
0 7.50' n 4 I '' J I `14 D.B., PG. = DEED BOOK PAGE
I CON NIENCE STORE MI
M '
0i - ,000 sq.ft. F l Q -J M.B., PG.- MAP BOOK, PAGE
51.50 y a J o I I --UT-- =UNDERGROUND TELEPHONE LINE
i r 1 i f l v - I LL NJ I • --UE-- - UNDERGROUND ELECTRICAL LINE
F--- .-- , I Q w FENCE
20.00' _. �J°.� l ,.� --E-- =OVERHEAD POWERLINE
5 WALK .. �(-X- _
�5a�.....: k I I I I -SF- = SILT FENCE
1 + 49.07 m © © o o
Q X 1 I "' FIRE HYDRANT
7 p ' + 01 ao .: UFtIgL TANKS I IZ .. - v► tiY =
1 Q ��o s 1 � "7E) ....:I I f Ld Ion 00 I I D PP = POWER POLE
I .-� j W � I LP - LIGHT POLE
1 1 ran U I 10.00' E \I r '. ': '\\ L L_------I--I
o i . �\ ' I - - 1BACZ DATA:
-_-_ __-J 10. HC =HANDICAP
l m 1 + b 1 o \ F1 f l �` 11 -Ir HCPS = HANDICAP PARKING SIGN
�- -•- TOTAL AREA = 104,977.11 SQ.FT• 2.41 ACRES
1 a 1 ~ , I I I I I I I I I I III I I =HANDICAP PARKING SPACE
V ti. +U cD �� I DISTURBED AREA = 96,532.04 S.F. 2.2 AC.
1 j W� I cn a �4 f 0' ` lief I I I I I I I I I I I ZONING =HIGHWAY BUSINESS (HB) �-
j I -�► o I PROPOSED USE = CONVENIENCE STORE -� =HANDICAP RAMP
i \ NI UNE OF PUMP 1 1 1 I'1 I l I I I I I I I I TOTAL REQUIRED SPACES B
1 I + 9'56 L2.i 9.39 � -, �"'10PY"8d1�� - 3° ° -W-L,-. - - - - I I III I I I f f I III I I PARKING SPACES PROVIDED - 10 (INCLUDES I HANDICAP SPACE) S� = PAINTED STOP BAR
1 1 f m p y ST P �5 0Q' 1�.00 EWER SEPTIC SYSTEM
co � 30.00' 30,00' 30.0b. 30.00' 37.00' 1 f I I I I I I I i III i i WATER - ONWASA ® - STOP SIGN
1 1 I I I I I I I I III I I / DDRESS: 4981 US HWY. 258
fr i I J-a �o ! I I I I l I I �? f l I I I I CPS =COMPACT PARKING SPACE
1 ® ® ®GAS � AREA ® o 1 o I ..� - PROPOSEP TRAFFIC FLOW
! 1 20 1 1 I �� ' �- ^ I I ! ! I ! tI I I I III I I � - EXISTING TRAFFIC FLOW
} f 1 L -� __5Q�„�_� - - - -o �- - - L-- - _ -� I I I I I I if Ip I I I If I l •SBCF = STEEL Bt _LARD WITH CONCRETE FILL
J - - 1 / h `>, 50 MBL
_____ _ __ _ - ----/--- L�------- _�0'_MBL - !I_li li_V16.t.1 11JL1...._
- r I z l 1 I l 1 1 +17.47 = EXISTING SPOT ELEVATION
! GUIDE WIRES o PRC 'OSED GRADE
FENCE OFFSET DIMENSIONS
13E RE�LOcTED /moo o - I I I I i n II i I I I I MSG MAT -H EXISTING GRADE
R,� If 11 If\II li II ff
PRC 'OSED GRADE AT fOP OF CURB
1 -- P.P. U U Li L`I u U 1a.oa g P.P. E 1 7p. / PROPOSED I / �- 50.00' - 3 N
TW-0.DO = PROPOSED GRADE AT rOP OF WALK
- E-
jl E ��IANGrP BUSINESS SIG�.1 49131 / �\*
I P•P• p 3 3 `�- DBL = DRAINAGE BREAK LIP
+4895 �( � SITE + +49.3 �J -. � �� y� '�
+ye.ze - __. � / EIS
do Ad R W 3=...+••�• = GRADING LIMITS LINE do SILT FENCE LINE
El : • _ - 36'2218 W 28 .0
+45.88 ! �'Y "` s 4 , i-T[{JrV.7Lv L I1 N .. ... Q ••. ... __� �� +is RCP +46.80 -+4e.41 +46.76
46 - E`)(ISTING QTCH _.-.. - 4a ��44.7 = DOUBLE CONCRETE E OCK FILTER
INV.-45.22' ,\ +48ss -� -� - -C - - ~- F.
IPII/ =45.34 ,B __ +48,48 +46.4e :as 4* -- +47.13 .� Z O 6 a
+47.
+4e.23 INV. g F WATER M.H. n INV.=46.19 INV.=46.19 SPEED LIMIT SIGN ♦ +47.75
EOp �_ ' -- --- I \ - PO N 36S?2'18' w (6B9.00'. t TAL - \ _../ t N 4a� �_ t�_. t ` `
r 48.95� ^ ?9�r '".t- �r_99 _ �48.9�5 �� {-g-�-�� ���29 \\ ��� -� -4 F�66� f ----��'� AP P R C�V E D
Y �� - -�
NORTH CARO�INA ENVtIiONMENTAI
�� MANAGEMrNT COMMISSION
+47.75 s9 .' U S HI�IWAY 258 & N. HIGHWAY 24` -� 2fl I� W(public)�'.. � DIVISION OFF ATE QUALITY
/UTILITY /LANDSCAPE PLAN
p Iv
49.55
1 ' 49.55 49.60 I (- 49.76 49.7 - ""'���"49.05 .12 FOR
jJL� i�-i -
-_ SPK F =` �lGV .+48.08
RIENDLY MART
0+0o=49.so' TO C L N.C.HWY. 111
I 1 i _ - HIGHWAY 258FAT NORTHRIDGE SUBDIVISION
-_ 183fi.43
4 (LOT 2 NORTHRIDGE COMMERCIAL SUBDIVISION)
49.10 � 4a.4z PREPARED FOR
EDP -- -- - 91 I T- � _�G �. - _- __. 48 6 --- �- .. - _ -� - - �_ -+E*P
EXIST. 6" WATER LINE (PER SA) FRIENDLY MART, INC.
�-- - -LU JACKSONVILLE TOWNSHIP, DNSLOW COUNT NC PREPARED BY
-` = I �_ %_r JOHN I PIFF?CE Ar ASSDCIATE� P.A.
R/w Raw NORTH CAROLINA LICENSE No. C--1888 .
,. � �' - P.P. 10" STEEL CASING SITE ADDRESS: 405 JOHNSON BLVD. JACKSONVILLE, NC 28.' 0
(BORE AND JACK) 1, JOHN L. PIERCE, CERTIFY THAT T)fIS PLAT WAS 4981 RICHLANDS HWY. PHONE: [phone] DATE: M kY 1, 2C 2 -=
SCALE "- 30' F B 748 PG 5i 68
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
Ga\, d K. Newsom, PE
John 1. Freshwater, PE
205-3 WARD RO �D, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
License No.: C-2553
PER NORTHRIDGE SUBDIVISION PLANS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
6wx6' TAPPING SLEEVE, HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE ,1�4ti1111j��,
6 G.V. (REVERSE TAP) CLEARLY INDICATED; THAT THE RATIO OF PRECISION `���,�Y1 G'4RQ���i,
2-90• BEND AS CALCULATED IS 1:10,000+; WITNESS MY Q ..•• SSl•• . / '..
PER NORTHRIDGE SUBDIVISION PLANS ORIGINAL IGNATURE, UCENSURE NUMBER ANPSEAL
THIS DAY of O
20' 2Q _''�"`'1 --- SF -AL -
L-2596 Q
r �f9
JOHN L PIE - .L.S. L-2596 ----•-- '�,"O• , .SU...-
. 1 -
JOB # 2012-14712 Entail: (Larry) draftp40j1pnc.c )m w
4
GRAPHIC SCALE ;iy -- -
30 0 15 30 60 120
( IN FEEL )
i inch = 30 dE SHEET 1 OF 5
1*1111111110,,
G:\Projects\Friendly Mart. Inc. - Hwy. 258 Site\dwg\ba9e.dwg 5/14/2012 2:12:00 P6+ EDT

EROSION AND SEDIMENTATION CONTROL NOTES:
1. SEDIMENT CONTROL
S AND STRUCTURES SHALL BE INSTALLED,
MAINTAINED AND AMMM
AS NEEDED TO PROVIDE EFFECTIVE
CONTROL OF A
SEDIMENTATION UNTIL THE CONTRIBUTING
WATERSHEDS ARE
ZED.
2.
A. NOTIFY ENGINEER,
AND LAND QUALITY SECTION PRIOR TO BEGINNING CONSTRUCTION.
B. INSTALL STABILIZED
STRUCTION ENTRANCE
C. SILT FENCE, TEMP
DIVERSION DITCHES, AND SEDIMENT TRAPS SHALL BE INSTALLED WHERE
SHOWM AND ON A
SLOPES OF AREAS TO BE DISTURBED. FOLLOW MAINTENANCE
REQUIREMENTS AS
ON THE DETAILS SHEET FOR EVERY EROSION CONTROL MEASURES
D. THE DETENTION P
BE USED AS A TEMPORARY SEDIMENT TRAP. DIVERT ALL SURFACE
DRAINAGE FROM D
AREA TO THE POND..
E. INSTALL STORMWA
CTURES AND INLETS PROTECTION.
F. COMPLETE ROUGH
NO ACTIVITIES. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY.
G. COMPLETE FINE OR
ACTIVITIES. INSTALL SURFACE TREATMENTS (ASPH, CONCRETE, OR
A.B.C.) AS IIOICA
H. STABILIZE (SEED
LCH) THOSE AREAS NOT TO BE PAVED AND/OR BUILT UPON. PROVIDE
TEMPORARY SEEDI
NOT N RECOMMENDED SEEDING DATES FOR PERMANENT SEEDING.
1. MAINTAIN EROSION
OL MEASURES AS NEEDED TO ASSURE FULL FUNCTIONALITY.
J• UPON STABILIZING
TH PERMANENT GROUNDCOVER, REMOVE SEED- AND RE -CONSTRUCT
SWALES PER SW
AIL IF NECESSARY.
K. SEED, FERTILIZE,
LCH ALL DISTURBED AREAS WITHIN THESE TIMEFRAMES:
+PERUETE:R DIKES, SWAIN
DITCHES AND SLOPES
*HIGH QUALITY WATER Z0111E
•SLOPES STEEPER THAN &1
*SLOPES 3:1 OR FLATTE*
*ALL OTHER AREAS TA114
SLOPES FLATTER THAN 4:1
L UPON ESTABLISHMENT
STORMWATER STORAa
3. SEEDING SPEal"ICATIr]YS
INSTALL NECESSARY 1
BEFORE SEEDING.
LIME AND FERTILIZERa
NCDA FOR ADDIT164-4
AVAILABLE, FOLLOW! R
SEEDING MIX CH
SOIL BY DISKING I;
WHEN USING HYDR
COMPLETE SEEDBED P
A SMOOTH UNIFORM:
THAT HAS NOT B
UNIFORMLY AND CO
OR ASPHALT T
ARE AS FOLLOWS: ,
TEMPORARY SEEDI
SEEDING MIXTURE:
RAIN) !
ANNUAL N ESPEdI
GERMAN MILLET
PERMANENT SEEDING
SEEDING MIXTURE:
PENSACOLA BAHI/
COMMON BERMUD,
GERMAN MILLET
SEEDING NOTES:
1. WHERE NEAT A
2. USE A COMMOI
WHERE IT CAN
BE REPLACE
SEEDING DATES:
APRIL 1 - JULY '
SOIL AMENDMENTS:
APPLY LIME AND
3,000 LB/ACREE C
10-10 FERTtUZM
MULCH:
APPLY 4,000 �1
SUITABLE MULQ1/.
OR BY CRNIIPI
MAINTENANCE. jI
REFERTIUZE TIC
AS GROWTH RIWi•
4. CONTRACTOR IS RED
MEASURES AS RE
5. ONCE ALL AREAS
MEASURES, REGR
6. FOR ADDITIONAL R
INCR.
INCR.
TOT
PIPE
Ccufn
A
0.90
0.
B
0.90
0.12
C
0.90
0.19!
D
0.90
0.11 !
E
0.90
0.17
F
0.90
0.121
G
0.90
0.15
H
0.90
0.00
1
0.65
0.16
J
0.65
O.1
K
0.65
0.2�
I
EIS
m
STRUC%
DS-1
3
DS-2
DS-3
DS-4
.
DS-5
f V
DS-6
n
C
DS-7
EPK
MAIM .
1 - ALL EROSION AND
AND OPERATION F(
LESS THAN ONCE i
MAINTAIN ALL PRA
2 - SEDIMENT WALL BE
INLET PROTECTION
WX FILLED. GRAVE
LONGER DRAINS.
3- SEDIMENT WALL BE
ABOUT 0.5 FT DEE
NECESSARY TO MA
4 - ALL SEEDED AREA!
ACCORDING TO SPI
DENSE VEGETATIVE
5 - AFTER CONSTRUCT
MAINTAIN ALL DEM
MINIMIZE THE EFFE
1. OBTAIN PLAN AP
2• INSTALL CONSTRI,
3. MAINTAIN STRUCI
4. STABILIZE SLOPE:
5. PAVE DRIVE AND
S. REMOVE TEMPOM
REF: M.B. 64, PG. 9
D.B. 934, PG.
M.B. 7, PG. 77
7 DAYS
7 DAYS
7 DAYS
14 DAYS
THE CITY OF JACKSONVILLE, 50. ° �� �� ��
A MUNICIPAL CORPORATION , jl
D.B.1069, P.361
ZONED R-15 II
(WELL SITE) ti
0
k
EXISTING FENCE �- 67
�k 49.36
f llAjI _CV Ill
+4 $1 / I
NONE C h / : R
+0.00 CONSTRUCTION NOTES:
1: LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED
AT THE TIME OF CONSTRUCTION.
2. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
3. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES
SHALL MEET ONWASA SPECIFICATIONS.
4. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS
AND USE FILL AS REQUIRED.
5. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE
0.bo DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL.
6. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND
DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT
BACKFILL MATERIALS.
7. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS.
8. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
9. MAXIMUM BUILDING HEIGHT IS LESS THAN 35'
10, AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL
BE MET.
X 11. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO
ACCOMMODATE PROPOSED CONSTRUCTION.
12. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
13. DEVELOPER TO INSTALL STOP SIGNS AS SHOWN.
/ 14. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER
R-7 OR 12-8 SIGN.
r 15. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE
x (AS SHOWN).16. ALL _
1 17. THIS PR PROPERTY IS NOT LOCATED NAN-OUTS TO BE IN VALVEBAXFLOOD ES PPLAINAVEDC A C ORDING TO
F,E.M.A. MAP 37034-4348J DATED NOVEMBER 3, 2005.
NONE f / ` 4 I n� / "Its�'`►,A _�J � / 1 18. ALL ADVERSELYOR AFFECT ANY RESIDENTIATS WILL BE D LOTS OR AND ROADWAY TRAFFIC.TIONED SO NOT
/ On r7 / I / I '�s.` 24 19. ALL DISTURBED AREAS WALL BE STABILIZED WITHIN 15 WORKING DAYS OF
HWY 258 INVESTORS, INC.
LOT 2
NORTHRIDGE SUBDIVISION
M.B ??, PG. ??
ZONED R-15
,o. Cch VACANT LOT
150- �\
rn \
EXISTING OLD
! WIRE' FENCE -
r�
Z_
A
�n
AIC h`WY
117
SITE--P s�
�S�F. P•IF.
cJJ
x� Q.
w�
mr
vQe
VICINITY MAP NOT TO SCALE
IF SLOPES ARE 10 OR LESS IN LENGTH AND ARE ■THE
NOT STEEPER THAN 2:1 14 DAYS ARE ALLOWED I l �i ` l I I I 'y�C 20. A WET TAP B� PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR LEGEND:
1I I EIS = EXISTING IRON STAKE
/ I HALL BE REQUIRED FOR THE SERVICE INSTALLATION.
1 I I � E15 SiS =SET IRON STAKE
7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH / 4 / 21 ELEVATIONS BASED ON NAVD $0.
14 DAYS NONE EXCEPT FOR PERIMETERS AND HOW ZONES
PERMANENT GROUNDCOVER, REMOVE ACCUMULATED SEDIMENT FROM
SIN AND RESTORE TO DESIGN CONDITIONS.
IANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES
MPLETE GRADING ACCORDING TO THE APPROVED PLAN.
DS SHOULD BE DETERMINED BY SOIL TEST. CONTACT
-ORMATION REGARDING TESTING. WHEN SOIL TEST ARE
5 SUGGESTED ON INDIVIDUAL SPECIFICATION SHEET FOR
DLY LIME AND FERTILIZER AND WORK INTO 4-6 INCHES OF
R SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR.
R. APPLY LIME AND FERTILIZER TO A ROUGH, LOOSE SURFACE.
ARATION BY BREAKING UP LARGE CLODS AND RAKING INTO
'ACE. BROADCAST SEED INTO FRESHLY LOOSENED SEEDBED
LED BY RAINFALL SEED MIXTURE SHALL BE DISTRIBUTED
WITH A CLEAN STRAW MULCH. ALL MULCH SHALL BE CRIMPED
HELP HOLD IN PLACE. MATERIAL AND APPLICATION RATES
WINTER/EARLY SPRING SUMMER
RATE(LB/AC1 RATE(LEI/AC)
120 -0-
(KOBE) 50 -0-
-0- 40
RATE(/AC)
50
10
10
�EARANCE IS DESIRED, OMIT SERICEA.
BERMUDAGRASS ONLY ON ISOLATED SITES
)T BECOME A PEST. BERMUDAGRASS MAY
WITH 5 LB/ACRE CENTIPEDEGRASS.
:ER ACCORDING TO A SOILS TEST, OR APPLY
AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-
ARE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER
ANCHOR BY TACKING WITH ASPHALT, ROVING, NETTING.
TH A MULCH ANCHORING TOOL
EXISTING _ / 0.00/ 22• UTILITY SERVICES MAY BE RELOCATED TO ACCOMMODATE SITE CONDITIONS EIP =EXISTING IRON PIPE
WIRE FENCE �/� I ECM = EXISITNG CONCRETE MONUMENT
�TO BE REMOVED / ` EPK = EXIS NAG PK NNAIL
1 1 I I a, / 1 N _ _ SPK =_ SET PK NAIL
/ I 1 FES 1 �� k+--�GRADHQG LIMITS��-�EN> = EXISTING NAIL
J (BM) a BENCHMARK
/ / *+s.z7 •� '� ,\ _ s0.1s' • k /- = CENTERLINE
------------ - - - - -- / R RIGHT OF WAY
EDGE OF
o �° ,50- �� I k I MB = MINIMUM BUILDING LINE
93 TC=5D.57 TC=49.93 .-�.�..�....•' I �� _
_ _ I BOC = BACK OF CURB
/ I 1� _ \ �� - -� W =CLEAN -OUT
DS3
I J PP WATER METER POWER POLE
5o'x`5o' / CONSTR
+4a.5 I' I \ ! LP = LIGHT POLE
- o UrrTION V' o PPT POWER POLE WITH TRANSFORMER
1- �NTRAN / r PROPOSED 6 HIC1W SL = SECURITY LIGHT
HIGHWAY_ 258 INVE. TORS, INC. ' (I wood OPAQUE I /I GW = GUY WIRE
14r 52,. \ FENCE CB =CATCH BASIN
0' 3 _D._B t3; P.105-11 Q r I DI - DROP INLET
(' 7 - `M.6 64 PG 94 CABINETS"W' J \WITH EVERGREEN
:, JB = JUNCTION sax
I I / / fl 104,977.�11 SQ.F'1� 2.41 ACRES- I S�2UBS (20 PER I/ I RCP = REINFORCED CONCRETE PIPE
I I C / V P• \� I 100\ F I FES =FLARED END SECTION (PIPE)
I I // ^�/ I •S6 I VACANT Log DS2 I BETW� N FENC�,�I& I AC. = ACRE(s)
o ,�/ ! c I PROPERTY LINE jl
X I m / r w ! / LO I \ I I SMWV= WATER VALVE
F = SQUARE FEET
I C� Co D4 IV = IRRIGATION VALVE
L �2g 1 ' / va i` 50.88 it �- I I I
i FOC =FIBER OPTIC CABLE BOX
I J + A5 y j 1 ��` a TW=51.38� I I I EVELYN WELLS RICHARDSON TLB - TRAFFIC LIGHT BOX
HIGHWAY 258 INVESTORS, INC. Z I j �-;�►� I \ c D.B.294, P.285 TB = TELEPHONE BOX
D.B.2813, P.105-110 I I �z I - -PRO 6 ED 6 SEWER IJNE - - - � I � I ( ZONED - RA NTS - NOT TO SCALE
24 v f 75.00 �- RESIDENTAL LOT MW IE= MONITORING WELL ILITY EASEMENT
99,254.55 SQ.FT. 2.28 ACRES ! I � I [n I I
+50,30 00 1 I !
ZONED - HB I _ -� _ _ _ _ _ _ _ 119 DU&AE = DRAINAGE UTILITY, do ACCESS EASEMENT
'.. - - - - b ROPOSED €� �i
I N •� o I CONill STORE !+ X's
I /� ; I I D.B., PG. = DEED BOOK, PAGE
• < J M.B.. PG.= MAP BOOK, PAGE
I 10 o ,03 00 sq.ft.
FQ a --UT-- = UNDERGROUND TELEPHONE LINE
5150
j I I .d r I v7 . .�= .V }� I r o --LIE-- a UNDERGROUND ELECTRICAL LINE
I
- -; � ro-
- - --E-- = OVERHEAD POWERLINE
a
I j rt��i j i rn J I I e- t1 I i 'r�ri X-X- = FENCE
5 WALK I TW¢51.38 i• � a_I I -SF- = SILT FENCE
tl LO
+49.07 1.380 ¢ =FIRE HYDRANT
7 oo jIAX
ao FW TANKS 3 I d a-
I < I Q •. i ton I...' (c ... 1 Li
tt I � CO I I -Q PP =POWER POLE
I �. e I I LP = LIGHT POLE
50'x 5ci' o . \\ - TRACT DATA:
L _ _ -- - _ J zJ_ 10. HC = HANDICAP
I I Q CONSTRUCTION I ,�, �,` - _ ,� FI_ Ff 'I`11 n TOTAL AREA = 104,977.11 SQ.FT. 2.41 ACRES HCPS =HANDICAP PARKING SIGN
I x a ENTRANCE I I I I I I I I I I I I I I DISTURBED AREA 96,532,04 S.F. 2.2 AC. =
ILLOWING APRIL WITH 50 LB/ACRE NITROGEN. REPEAT i I I Vj �., a ' _\ 01 I ZONING = HIGHWAY BUSINESS (HB) HANDICAP PARKING SPACE
ES MOW AS OFTEN AS NEEDED. I ! 3 II o II PROPOSED USE = CONVENIENCE STORE _
SIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES AND FOR AMENDING I I \ L� OF PUMP 50.88 I to I 50.88 I I I I� I I I I-1 I l I I I I TOTAL REQUIRED SPACES = 8 -� HANDICAP RAMP
TO PREVENT ACCELERATED EROSION FROM TAKING PLACE ON THIS SITE. 1 I + 9.58 Lyj „9.39 50.88 CANOPY ABOVE 4 v I PARKING SPACES PROVIDED 10 {INCLUDES 1 HANDICAP SPACE) -PAINTED STOP BAR
BEEN STABILIZED, CONTRACTOR IS TO REMOVE TEMPORARY EROSION CONTROL I O T = - - - - y� - - - - - --
MULCH 50.88 I I I I I I I I _ (! III I I SEWER =SEPTIC SYSTEM STOP
TO RESTABILIZE THESE AREAS. I Co .�� 50,44 I I I I I I I I I 1 I I I 11 WATER = ONWASA =STOP SIGN
:ME:NTS. SEE THE APPROVED EROSION AND SEDIMENTATION PERMIT. I / 0 S5 I
TOTAL
OUTLET
Q10
AREA
G10
DIAMETER LENGTH
2.30
0.34
2.30
12"
151
0.81
0.46
3.11
IV
69
1.28
0.65
4.39
18"
127
0.74
0.11
0.74
12'
65
1.15
0.28
1.89
12"
134
0.81
0.40
2.70
15"
60
1.01
1.20
8.10
24'
18
0.00
0.00 <1.0
1$"
28
0.49
0.10
0.49
15"
114
0.49
0.10
0.49
15"
93
0.98
0.20
0.98
15"
117
FALL
Gal
120
-0-
1 11 111 11 ADDRESS: 4981 US HWY. 258 51A0 51.00 F 51.0 \ I CPS = COMPACT PARKING SPACE
) I II tar --`- - -' tIo II II IIIIII I1I1
--- - _►
=PROPOSED TRAFIC FLOW
�MARA DS1
GRADE VELOCITY ZONE LENGTH WIDTH TYPE 20 o I I , a . -EXISTING TRAFFIC FLOW
0.38% 50. so 11 L 5088 1 1 1 11 1 1 �1 I I I III I I
am - - - - - - _fir *SBCF = STEEL BOLLARD WITH CONCRETE FILL
0.38x / a B U50MBL
-L1-_-�-1&_o:-J-- ------ - -- -----__-\-�h_/ +17.47 a EXISTING SPOT ELEVATION
SDzT4 50'5
0.50%
0.50X I I t + .za T- a V ,' / COENTRRAUNCEON $°_ I I I i I I gl ! I I I I FENCE OFFSET DIMENSIONS
C' T 0.00 - PROPOSED GRADE
0.50% 6.0 2 12 6 CI"B' I I , I ✓ -- _ !{_ i I I I I I I I I I I
1.00% 7.0 2 9 5 CI"B" I �� \ II I I I f 11! I 1 I I ! MEG = MATCH EXISTING GRADE
0.20% 3.0 1 8 4 CI"B" 1 ( 1 ❑S4 / U '-- 4.00'
I - J ~ / _ • TM / 0.65% �` I I I I I \ I 1 l i I I ! I TC-O.Op PROPOSED GRADE AT TOP OF CURB
0.48x 4.D 1 8 4 CI'B' - J _
0.25% 3.0 1 8 4 CI'B" I ✓ r■ ■.... rwr.�.., �.. a.r ..rr.. .. -..emu sr.... �• 10.0 1 c
+48.89 N 36'22'18" W 261.12'
TYPE
TOP
INVERT
COMMENT
Curb Inlet
50.44
47.90
Top - TC Elev.
Curb Inlet
50.44
47.33
Top - TC Elev.
Curb Inlet
49.93
47.07
Top - TC Elev.
Curb Inlet
56.39
47.89
Top - TC E:Iev,
Curb Inlet
50.44
47.56
Top - TC Elev.
Curb Inlet
50.41
46.89
Top - TC Elev.
Curb Inlet
49.93
46.59
Top - TC Elev.
ENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
NO EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE
K. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
AS DESIGNED.
VED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL
E WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY
. BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
WED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
A BARRIER.
BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
1TIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
R.
AS BEEN COMPLETED THE OWNER WILL PERPETUALLY
HAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS TO
F EROSION.
ENTRANCE THEN INITIATE CONSTRUCTION.
WRING CONSTRUCTION.
BEY ARE BROUGHT TO GRADE.
IG LOT.
DSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED.
NET "N„
E� P.P. E 11 / 5I 7p. / TC 0.39 P POSED D DI LIMITS TC=51.19 •� U U U �J� U S P.P.
�' , o TW-0.00 = PROPOSED GRADE AT TOP OF WALK
�0 T - ..� ..�.._...�..�..�,..
E TRIANGLEP __j BUSINESS SIG 4981 P.P. --�_ DBL DRAINAGE BREAK LINE
>✓ -r 1R'T> + GWTC=49.97 --"� 3 �'W �_ P.P. __.__... _._
u.
4 x70 SITE +49.3 - .e fi FES=46. C=49.75 EIS 3 -. _
+a8.95 r.
�R�'+r- ;�. , +� El � 3 '2218 W 8 .0 - a6,y ... _ .r ?`-- � /' W � GRADING LIMIT'S LINE &SILT FENCE LINE
w /� I +49. p3 + S-46.19 +48,41
+45.88~ 2 RCP 4a 3 _ PROPOSED ITCH L ON' � 15 RCP � � % � +as.76 �
-a7 E (STING ITCH -I F
INV.=45.22i ,\ +T .3s `� a - •_ - i '�•• L�-� / ' DOUBLE CONCRETE BLOCK FILTER
+46.23 INV.=45.34 ' .18 .�� i +4&46 + .65 48. , +47. ,
INV " o -�� n` INV.=46.19� INV.=46.19 +a7.t3
p p0 N 3SS22'1$ W (669.00 TAL cl as F /� //�� WATER M.H.�•/ SPEED LIMIT SIGN
EflP g� ti y 48.98 _,.. 49.18 � 29 ` �.-�-+ice - / t �SW
_.- !a
--�- �--_- -----+47.75
U.S. HIUHMAY 258 & N."& HIGHWAY 24` - 2 ' -R_/W (public --
7 I t 1 _ 1 49,76 _ 49.
49.55 �- GRADING DRAINAGE SEDIMENTATION & EROSION CONTROL PLAN
49.55 0
SPK -
FOR
-- -
..� .__ _-._. __... _ _ 0+00=49.60' I 1836.43' TO C/L N.C. HWY. 111 F r= FRIENDLY MART
7�
_�__- - _�/ 1 - ---� __ _-�4�7a HIGHWAY 258 AT NORTHRIDGE SUBDII/1SION
49 �.�- (LOT 2 NORTHRIDGE COMMERCIAL SUBDIVISION)
�`_� -y?o - r`42 PREPARED FOR
EOP __`__t-48.91 i •T 48.98- 96 .,� / $Dp
EXIST. 6" WATER UNE (PER ONWASA) _M1~' FRIENDLY MART, INC.
- �- _. �- �``� - �,_ JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
J-� ,� JOHN L. PIERCE &ASSQCIATES, P.A.
Raw g-70 R/w NORTH CAROLINA LICENSE No C-1888
`r�1�i}E11JJ �i
vG.
P.P. 10" STEEL CASING SITE ADDRESS: 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
--9800 DATE: MAY 1, 2012 _...�.�
GRADING/bRAINAGE/SEDIMENTATION & EROSION CONTROL PLAN BY (BORE AND JACK) I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS 4981 RICHLANDS HWY. PHONE: 910-346,
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
License No.: C-2553
PER NORTHRIDGE SUBDIVISION PLANS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
6"x6" TAPPING SLEEVE, HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE N>)I11111/��
6" G.V. (REVERSE TAP) CLEARLY INDICATED; THAT THE RATIO OF PRECISION %N .
2-90' BEND AS CALCULATED IS 1:10,000+; WITNESS MY �• Q; . �SSIO •1, ��
PER NORTHRIDGE SUBDIVISION PLANS ORIGINA SIGNATURE, LICENSURE NUMBER A SEAL � Or OF 'I''• -V
THIS.. DAY OF '�=!:!I 20� .
SEAL
2S96
•.Sys -���' �
JOHN L. PIERCE P.L.S. L-2596 - '��"O • SUV( �C `;�'j,�.?
yN lillit1'`��,
OWNER:
HWY 258 INVESTORS, INC.
P.O. BOX 1685
JACKSONVILLE, NC 28541
910-346-9800
DEVELOPER:
FRIENDLY MART, INC.
P.O. BOX 1019
MOUNT OLIVE, NC 28365
919-738-6755
SCALE: 1 = 30 F.B.748 , PG.56-4Ub
JOB # 2012-14712 Email: (Larry) draftp40jpnc.com
GRAPHIC SCALE
30 0 tS 30 60 120
( IN nET )
I inch = 30 fL SHEET 2 OF 5
G: \Projects\Friendly Mart, Inc. - Hwy. 258 Slte\dwg\bose.dwg 5/14/2012 2:12: 00 PM EDT

EMER. SPILLWI
(ELEV 48.43)
NORMAL PONI
TEMP. STORAGE
(ELEV 47.40)
100YR STORAGE
(ELEV 48.43)
PIPE
Treatment Pond - Plan
Scale: 1" = 30'
CONSTANT POND SURFACE AREA 7,573 S.F. a EL= 46.50
1,5' DESIGN SURFACE AREA = 9,488 S.F. E EL= 47.40
APPROX. TOTAL POND VOLUME = 23,403 CF
ACTUAL FOREBAY VOLUME = 4,973 CF (21,2X OF TOTAL VOLUME)
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER -EXCAVATE" THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION, HOWEVER, AFTER
PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE: AND CONTOURS ARE
PROVIDED.
Extend liner to the higher
of the SHWT or 100 Year Elevation.
p S.H.W.T.* 47.0'
V Elev. "E"
(100 yr storm) - _ _ _ :•. 3 11
Inlet Pipe (Size &
Material, per Drainage Plan
10' Vea. Shelf
(ELEV. 46.50)
SEEDBED PREPARATION NOTESt
1, SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP, TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP,
3, LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4, IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/IDDO SF, OF SUPER
PHOSPHATE,
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
M RING SEEDBED PREPARATION.
ELEVATION5
__SCHEDULE
LQOgIMN
'At'
DESCRIPTION
MAIN POND BOTTOM
ELEVATION
38,OOw
'A2'
FOREBAY BOTTOM
39.00w
'B'
PERMANENT POND
46.50
'C'
TEMP, STORAGE
47.40
'D'
10 YEAR STORM
47.44
'E1'
100 YEAR STORM
48.43
'F'
MIN, BERM ELEV
49.43
w INDLUDE:S REQ'D V SEDIMENT
STORAGE ZONE
ated Shelf Plantings 5' 5'
GENERAL SEEDING SCHEDULE
NOTEi ONLY AREAS ABOVE THE VEGETATED SHELF MAY BE SEEDED/MULCHED.
VEGETATED SHELF SHALL RECIEVE PLANTINGS AND/OR SOD PER THE
VEGETATED SHELF DETAIL.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACT(
WHERE SLOPES EXCEED 4X
MATERIAL APPLICATION RATE
LIME 2 TONS/ACRE
20Y. SUPERPHOSPHATE 600 POUNDS/ACRE
FERTILIZERGO-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA 0AIHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTEt OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REGUIREMENTt
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED,
Embankment shall be constructed of uniform native material (free of
excess slit, rock or gravel, debris or vegetative matter) compacted to
95% of maximum dry density in accordance with ASTM D1557 (6"-12"
Lifts)
Outlet Structure
(See Detail}
" (100 yr storm) v
-
k;�eo Planting Scedule)
Elev. 'B"
ciev. L 1—t
c _Z%QrUGa riev.j
Elev. "B"
Undisturbed
- _ _ _ _ _
Native
Material
-
_-
0 v
Draw Down Orifice
_ - -
- - -
y
:9 a
Assy. (See Detail) - _-
_
-_ 1
0 o
N
1 =
_ =
E o
_-
2
0 0
"Overexcavate" Pond by 24' and
in a
m
_-
-
Backfill with 12" compacted clay
- - o
_ _
-
_ _ -
Elev.
"A-1" Bottom
material (see note) do 12" topsoil
- - -
_ _
-
- _
'•' _ -
--- Elev.
"A-2'
_
--
_
-_
-
- _- _-
- - _ --
_---
-- -,.-Bottom-.*
_--
- - - -
- - - - -
NOTE CONCERNING PONO LINER
Pond liner shall be constructed of 12" compacted clay material
(hydraulic conductivity < 1X1D-e cm/sec) either obtained on -site or
from offsite source. Contractor shall provide hydraulic conductivity
test results to assure material meets the above requirements.
Alternately, Contractor may provide an HDPE Liner with equivalent
effective hydraulic conductivity.
\ Vegetated Shelf Plantings
12" Cloy Liner 12" Topsoil (See Planting Scedule) 12" Clay Lin
Forebay Main
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
12" Topsoil
Pond Dimensions & Layout
Scale: 1" = 30'
VEGETATED SHELF PLANTING
NOTE:
SCHEDULE
1) Planting schedule applies ONLY
to the vegetated shelf and/or vegetated
filter (if applicable).
2) Prior to planting, Contractor shall
estabish correct and unitorm grade and
spread 4" topsoil material over all
areas to be planted.
Contractor shall plant
the upper 5' of
Contractor shall plant the lower 5' of
vegetated shelf (i.e. above
normal pond) with
vegetated shelf (i.e. below normal pond) with
3 different varieties from the below list.
3 different varieties from the below list.
Acceptable Shallow Water
Botanical Name
Plant Varieties
Common Name
Perm'tjod Shallow Land PlgEt
Varieties
Common Name
Botanical Name
Herbaceous Plants
Herbaceous Plants
Acorus subcordatum
Sweetflog
Asclepius incornota
Swamp Milkweed
Allsma subcordatum
Water plantain
Carex tenero
Quill sedge
Hydrolea quadrivolvis
Waterpod
Chelone glabra
White Turtlehead
Iris virginica
Blue flag Iris
Eupatoriadelphus dubius
Dwarf Joe Pye Weed
Juncus effusus var. pyloei or
Eupatoriadelphus fistulosus
Joe Pye Weed
solutus
Soft rush
Eupatoriadelphus moculatus
Spotted trumpetweed
Ludwigia spp.
Primrose willow
Hibiscus coccineus
Scarlet rose mallow
Peltandra virginica
Arrow arum
Hibiscus loevis
Halberdleof rosemallow
Pontederia cordate
Pickerelweed
Kosteletzkya virginlco
Seashore Mallow
Saglttarla latifolic
Duck Potato
Lobelia cardinalis
Cardinal flower
Sagittarla lancifolia
Bulltongue
Lobelia elongato
Longleaf lobelia
Saururus cemuus
Lizard's tall
Lobelia siphilitica
Great blue Lobelia
Schoenoplectus tobemoemontani Soft stem bulrush
Rhynchosporo colorato
Starrush wh€tetop
Schoenoplectus omericanus Threesquore bulrush
Socchorum boldwinii
Narrow plumegrass
Schoenoplectus pungens
var.
Shrubs
pungens
Aronio arbutifolio
Red Chokeberry
Scirpus cyperinus
Woolgrass
Cepholonthus occidentalis
Common Buttonbush
Zizonlopsis miliacea
Giant cutgross
Clethra alnifolia
Sweet pepperbush
Minimum planting density shall be 50 plants
Minimum planting density shall
be 50 plants
per 200 sf. Therefore,
Contractor shall
per 200 sf. Therefore, Contractor
shall
provide ],M total (M each variety) Shallow
provide LM total (U each
variety) Shallow
Water Plantings.
Water Plantings.
6' Min
Berm
N N
Berm. ev. 1
Emergency Spillway (Elev. per Site Plan)
Outlet Pipe (Size per Drainage Plan)
F
Anti -Seep Cottar
(See DetaiL)
Outlet Protection
(See Erasion/Sed.
Plan)
_�. !d44��g1OrU��'••.
:�6ti
9A ' +�
:%
REVISIONS
PER DWQ STORMWATER
7/6/12 PER DWQ—SURFACE WATER PROTECTION
U)MMVVA ILR r'UNU UL IAILJ CST:
NOTE VEGETATED SHELF PLANTINGS
Contractor SHALL include vegetated shelf plantings into his scope of
work. These plantings shall be installed immediately upon completion
of fine grading activities. Upon Installation of selected species,
contractor shall fill pond to normal pool Q$ shall be responsible for
periodic irrigation of plantings to ensure their survival. Engineer
10' Veg. Shelf
5' Above 5' Below
Perm Pond Perm Pond
Seed and mulch and/or
Centipede Sod (See Generoi_
Planting Schedule)
"Shallow Land" Vegetated Shelf Plantings v Permanent Pond
(See Veg. Shelf Planting Schedule for 1 B
acceptable varieties and planting density)"Shallow Water" Vegetated Shelf Plantings7_1"�'EIev.
3:1 Bottom Slope
(See Veg. Shelf Planting Schedule for
acceptable varieties and planting density)
Vegetated Shelf - Typical Section
Scale: None ZVertically Exaggerate
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OWNER:
HWY 258 INVESTORS, INC,
P.O. BOX 1685
JACKSONVILLE, NC 28541
910-346--9800
DEVELOPER:
FRIENDLY MART, INC.
P.O. BOX 1019
MOUNT OLIVE, NC 28365
919-738-6755
Costal coast_Engineen 1 P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater III, PE
205-3 WARD ROAD, SWANSBO,(910) 325 8OOfiD
PHONE: [phone] FAX:
License No,: C-2553
13 �� 13 So
9 0 0 k�9
NOT RELEASED FOR CUINSTRUCTION i
STORMWATER POND DETAILS
FOR
FRIENDLY MART
HIGHWAY 258 AT NORTHRiDGE SUBDIVISION
(LOT 2 NORTHRIDGE COMMERCIAL SUBDIVISION)
PREPARED FOR
FRIENDLY MART, INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MAY 1, 2012
SCALE: NONE F.B.748 , PG. 56-68
JOB # 2012-14712 Email: (Larry) cIraftp4011pnc.com
SHEET 3 OF 5
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I
EXISTING ROAD
R/W
r• •
0 •MIN. LENGTH
!i� • s
i
LGEO-FABRIC
•• ---• -
CONSTRUCTION I I
ENTRANCE 1
12' MIN.
PROFILE I I
(SEE NOTE)
PLAN VIEW
Construction Specifications
1. STONE SIZE - USE MSHA SIZE NO. 2 (2-1/2' TO 1-) OR AASHTO
DESIGNATION M43, SIZE NO. 2 ( 2-1/2' TO 1-1/2'). USE CRUSHED STONE,
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS
OR EGRESS. MINIMUM OF 12'.
5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR
TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY, WHEN WASHING IS REQUIRED, IT SHALL BE
DONE ON AN AREA STABILIZED MATH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING
ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SANDBAGS, GRAVEL,
BOARDS OR OTHER APPROVED METHODS.
6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND
AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL
SEDIMENT, SPILLED, DROPPED. WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST
BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION ENTRANCE (D-5)
NOT TO SCALE
PAVEMENT DETAIL
Not to Scale
12 GAUGE 4'x4' OR 2'x4" WELDED
MARE HOOKED ONTO PREFORMED ULTRAVIOLET RESISTANT (BLACK) MIRIFI
CHANNELS ON METAL POSTS. FABRIC OR EQUIVALENT SECURED TO WARE
WITH METAL CUPS OR WARE AT 8" OFF
CENTER.
MAXIMUM SEDIMENT STORAGE
8' LEVEL. REMOVE SEDIMENT WHEN
• THIS LEVEL IS REACHED OR AS
• DIRECTED BY INSPECTOR.
24"
NATURAL GRADE
2'
FEW 1
HIE
2' M IMUM mill I�Ijjijl�li
COVER WITH SOIL AND TAMP BACKFILL
CARRY APPROXIMATELY 12. OF FABRIC INTO TRENCH,
CARRY 8' OF WIRE INTO TRENCH.
STEEL POSTS AT 8' OFF CENTER MAXIMUM.
INSPECTION AND MAINTENANCE
INSPECT ONCE A WEEK AND AFTER EVERY RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC COLLAPSE, TEAR, DECOMPOSE OR BECOME
IEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE DETAIL
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DEWEY BROTHER MBX-1
OR APPROVED PLASTIC METER
BOX
FOR SMALL DIAMETER PIPE USE
TAPPING SADDLE WITH NEOPRENE
GASKET CEMENTED IN PLACE
WATER MAIN
3/4' P.E. PLASTIC
3406 SDR9
17" MIN
PUBLIC
RIGHT
OF WAY
R/W
I
I
PRIVATE
PROPERTY
-- 5/8" X 3/4" METER TO BE
INSTALLED BY ONWASA
r�.
SO � II CHECK VALVE
u CONNECTION 70
UNIT BY OWNER
TEMPORARY PLUG FOR SERVICES
3/4" BRASS CORP. NOT TO BE IMMEDIATELY
STOP MUELLER CC CONNECTED.
THREAD NO. B-25008 3/4- X 5/8- METER YOKE WITH
LOCK WING METER STOP AND
ASSE DUAL CHECK
MUELLER NO. 82404-2A 42
NOTE: METER BOX TO BE SUPPORTED ON BRICK OR BLOCK
n�ury nn^^ ,•,t+ ^ITC" is at+,u
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VC.
TYPICAL CURB INLET
NOT TO SCALE
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Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817--3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] N FAX: [phone]
License No.: C-2553
ONWASA'S II CUSTOMER'S DUAL CHECK VALVE NEAR METER
RESPONSIBILITY RESPONSIBILITY (REQUIRED)
STOPS HERE II BEGINS DOUBLE CHECK VALVE ASSEMBLY
FOR COMMERCIAL USERS AT A
II MINIMUM.
CONTACT ONWASA'S
CROSS —CONNECTION CONTROL OFFICE
METER CUT-OFF METER II GATE VALVE NEXT TO PRESSURE REDUCING GATE VALVE
it METER BOX METER VALVE WITH (CUSTOMER HOUSE
OPTiON)
ONWASA'S ONWASA'S ONWASA'S (REQUIRED) STRAINER
II I I (REQUIRED)
\ N
FROM II
FLOW
ONWASA'S
WATER MAIN
FLOW LFLOW
FLOW
ER'S
�E
FLOW
North Carolina Plumbing Code Section 608 requires a gate valve, backflow prevention and a pressure reducing
valve on all connections with the Public Water Supply.
1. A gate valve, backflow device in the form of a Dual Check Valve for residential (Double Check Valve Assemblies for
commercial at a minimum), and a pressure reducing valve MUST be installed directly behind the meter (see diagram
above).
2. An additional gate valve located near the house is recommended, but not required.
3. All materials sholl be pressure rated to one hundred —fifty (150 psi).
4. The water meter will be locked upon installation. Please contact the Onslow Water and Sewer Authority (ONWASA)
twenty—four (24) hours in advance to schedule the inspection of the valves.
5. All valves MUST be installed prior to unlocking the meter.
Meter Placement Note:
Place the blue flag approximately thirty (30) feet from the center of the road Utility Right of Way for proper placement of
ONWASA's water meter. All efforts will be made to Install the meter where it is marked; however, ONWASA reserves the right
to place the meter in the most feasible location to ail parties involved. If the blue flag is not placed in a feasible location. it
may result In a delay of installation,
SITE ADDRESS:
4981 RICHLANDS HWY
OWNER:
HWY 258 INVESTORS, INC.
P.O. BOX 1685
JACKSONVILLE, NC 28541
910--346-9800
DEVELOPER:
FRIENDLY MART, INC.
P.O. BOX 1019
MOUNT OLIVE, NC 28365
919-738-6755
0
STONE
8' x 16'
CONCRETE BLOCK
TCH A
41 rLlilY
t 1/2' MESH HARDWARE CLOTH
■■■■■■[■1
5.�■m■■■■■■[
I•►
DOUBLE CONCRETE BLOCK FILTER
AROUND CATCH BASIN (D-6
NOT TO SCALE
DETAILS by
FRIENDLY MART
HIGHWAY 258 AT NORTHRIDGE SUBDIVISION
PREPARED FOR
FRIENDLY MART, INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MAY 1, 2012
SCALE: 1 "= 30' F.B. 748 , PG. 56-68
JOB # 2012-14712 Email: (Larry) draftp40ypnc.com
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