SW7070330_APPROVED PLANS_20080125

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
,APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

12
11
114 1110 \1932 't�l�
1113
1159 ��II
1112 ,,'�
yF
\v 1rl
G
SF
SITE
1 no
\�A
1108
\`
1101
HWY 70
11sz
f 1921 1104
1102
VICINITY MAP
NOT TO SCALE
K
EPK
10 I 9
50' PRIVATE
6' S'1 4' 20' PAVEM
1/4" PER FT. I
COMPACTED SUBGRADE
0
4' r 5'
1 " PER FT,
4
8" AGGREGATE BASE COURSE
(PER N.C.D.O.T. STANDARDS)
6
7 6
N
B,p
5
4
3
2 ENTRANCE DETAIL
Z-1 N.T.S.
— — — — — — — — — — — — — — — — —
a
ATLANTIC & NORTH CAROLINA RAILROAD PRIVATE R/W
' EPK
1_1 _ ..... - - _1� _ - -
rfEIP
...�� —. AA . f:.......L.x EIP EVNTE-OF-WAY,��., EIP EIPERRS N 16'5529" W 11#400; (TOTAL) MONUM D RIGHT , t299.94' 209.12' �21 . --i 60' 210 86'
15' MBL — — — 15'MBL — — — /.— — — '" — — — — — — C0 1,0N — T —
AREA N
(1.6'8 AC.) R/W \CLAIMED BY A&NC RAILROAD
— — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .... — — — — — — — — -
�_._
158 7'
H , . —T - H
PROPOSEi)20.a,
r
) o 4 PROPOS['
,C',
(1.33 AC. I 111 NG
t v ACCES4 -EASEMENT (1.60 AC.) ' CON +E I' 11,
POND TOP OF BANK' (FOR P MAINTENAN' 1 9d Fj , C i T _
POND 1 OUTLINE 1 :1; " 4 q o --- 'qa 35;
1. � _..-� .- � � 10' TYP. ___ _-..
- -
' EXISTING � Jk�l z j � -7 .-- _ , - -�� i
WETLAND r�i-- -._ .._... h ..1...�..• FTt� V `
IL:
- -
1� T I7-v
I .. I .-._ Fri �---- - 1--
G ti• TOP OF BANK \ > - 9 S ACE _ G
POND' $ OUiLJNE J - 1 ` • ' - -` 6 StACF i�'9 Yr.10 j'"CtS 4 Si tC. P
rc ' r , OPC,5ED ., PORA6F - --�, )1 i i I I � r� �I -1
L .I ---I-' L_._--1. I 1 _ ` v / v
2 X 25' /
SEWER ESMT..
YI, ;
RICHARD T. BOYD "'—� \ �S '
DB 1535 PG 493 w 50' RIPARIAN I I yy �. < c"y 86.70' I00
\�
PC "G" SLIDE 17-G g E I BUFFER / �` m
- _� EBI<ls PILE PROPOSED 50 PRIVATE Ill �/ 2 (P. CLAUDIA H. o6ECKWITH,
v �c)y 1I DB 2211 PG 688
?483g• i�' (2q' PAVEMENT) I TYI"-
rn au 1 I ._..
F ' n LLx cN WETS TING 1 .` 65 0' ti.ii' F
i
.e. ACCESS EASEMENT
,.
------ (FOR POND MAINTENANCE) \ - - -- 25-MBL (0.75 AC.)
i
f
I v 'I IIx FDA �x -. :bN-o �,q
- g,� OR ," --- REi All y IC 7.. / (
Q ;� :� ( �l - MWA ER
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_ ..1..i, 6.,4 �F ' �2 .__ �� r n4Ui-::StD © I ) T 1
i
c o FFr Bl1iLDItiC i eul rirllP, v,
o?Li •.(0.95 AC.) I .... _.._._, I j-� i.. P.��.66„ S (1.26 AC.) o_ -(�.E81 "f: AJ3PROVED �j�
f l �26.0\�S ate.-� n -�. n 1 v Iar:.'RTH;^AR'CLINAENVIfCIN?AENT.tl
...-......-
° :�'i T a i n -� _� 0 Ci4_. - - n n v I- MANAGEMENT COMMISS,::;.
E 1 . I O) PROPOSED .? .,: f_. .. I - / -- t ._ _. -i 69 zS ,c,'69 > — 1 - - r) .. 1 111ViSION F WATpR ( ikid iTV E
r_e, Ci 0'
1 I 1 I I 111 11 l 1 l h=1 I l j U d 0 I_ . 10 D'I
I ' �. I / �, 850 F ____ ..--i t•-I 0 T _
-- i_----. 23 3P'ACE' x I. y / 0]I �_I_
..,��.. i 'YI-°. c1, ..
I r ,.r, ( ( ..-
,. : 0'99 r� - Tn _ m "'I I��lu I3.J'
1 Ly l
L T1 —25' MBL I I - 10 PACe::S a 10 SPACES 25' MBL /- }� 25' MBL
I
EIP /' __ 300.14' \` --.------------- ------ / _ 227.81' S16'43'29"E
227.74 EIP DIST. 69' S 16.43'29" E 1211.17' (TOTAL)EIP 227.79 tOx 40 10'x 70' SIGHT Elp RWM LIES 160.77�
TB 9tix / — SIGN ESMT, TRIANGLE, TYP. N 02'22'10" W
/ % 10' UTILITY ESMT. /
-�
ti
R/Rm WE
EX. SERVICE ROAD R3o', T
' >
9' X
24'" RCP � R30 sl
SE INV = 22.80 \., _:a' .-o<t' `i �� .. ... ._ .. ... .-. _. ... _. ..
' TYP )i,
NW INV �,� 22.Z a \ ._ a " <.0 �, ._ ... _� --_ _.-_- _..__._ - _.......- off" �1
,� ,., .. � '.ram �... - ,; � _ - � \i tiff :° �, _ - --- - _ ___ _� -- -- -. .. -- --- �•'='- _ -.. ___ _. � _ -- _ _ _
, .x-` .✓' "I' .\ti 1 $ ° `Q _____ ,'L` _— ..-.. - �V-_�'- A� <d ti
---
V qSI
r, Cf n'ta•� :1 ti �^
C . t— C
,vy d• --
L
DI TOP = 24.48
E 24" RCP INV = 20.31`'�\ J�<.
W 24" RCP INV = 19.24
— NORTH BOUND LANECA All
US HIGHWAY 70 �a� xd u ,�^ '-WARD B
B (VARIABLE PUBLIC R/W) �k
—FM— —FM— — FM
u
L
2
EX. SERVICE ROAD
3
Owner Developer:
JTC
Investments, LLC
C/O
Virginia Eitner
P.O.
Box 867
New
Bern, NC 28563
Cell:
[phone]
E-Mail:
[e-mail]
iPY.IGHT, THE EAST GROUP. P.A. 20M
I 1
A
SEAL
SEAL \\31T111111 j
CARD! //
•�FESS16.
- SEA
= 031
G
71r1 II 11000�
tllF3l�
SITE DATA:
TOTAL ACREAGE.........................................11.16 AC.
COMMON AREA............................................1.68 AC.
AREA R/W.................................................1.0.78 AC.
DISTURBED AREA........................................10.45 AC.
TOTAL IMPERVIOUS......................................0.42 AC.
NUMBER OF LOTS ....................... ........... - .............. 6
LINEAR FEET OF STREETS.............................682 LF
AVERAGE LOT SIZE....................................1.40t AC.
EXISTING ZONING .....................................................?
PROPOSED USE.........................OFFICE/COMMERCIAL
TYP. LOT SETBACKS:
FRONT: 25'
SIDE: 10'
REAR: 15'
SOURCE OF TITLE:
DB 1613 PG 488
DB 1625 PG 618
PC "G" SLIDE 17-G
SITE LEGEND
TYP. TYPICAL
ESMT. EASEMENT
— EXISTING WETLANDS
- - RIPARIAN BUFFER
NOTES:
1. NCDOT DRIVEWAY PERMIT IS REQUIRED.
2. NCDOT ENCROACHMENT AGREEMENT FOR UTILITIES IS
REQUIRED,
3. CONTRACTOR MUST NOTIFY THE "ONE -CALL -CENTER" AT
1-800-632 4949 AT LEAST 48 HOURS PRIOR TO THE
START OF EXCAVATION OR TRENCHING TO HAVE ALL
UNDERGROUND UTILITIES LOCATED.
4 w ptil AMA's AW-90W AlA COt1l''
a 1bFW~,JHERE WILL NOT BE ANY
CONSTRUCTION OF BUILDINGS OR PARKING AREAS AS PART
OF THIS PROJECT.
5. WETLANDS AND BLUE -LINE STREAMS ARE LOCATED ON THE
PROPERTY AS SHOWN.
D
11/13/07
ADDED WET DETENTION POND 2
BPB
C
7/13/07
ISSUE FOR BID
EHA
B
3/29/07
REVISED LIMITS OF DISTURBANCE
BPB
A
1/18/07
ISSUE FOR PERMITTING
BPB
REV.
N0.
DATE
REVISIONS
B7
THE
EAST
GROUP, P.A.
OU
•Enginzering•Architecture• Surveying Technology
Box 7305, 324 S. Evans St., Greenville, INC 27834 252-758-3746, 252-830-3954 (Fax)
PROJECT TITLE
Proposed Development for
JTC—US HWY 70 PROPERTY
Township No. 7 Craven County, NC
DRAWING TITLE
Site Plan
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
DATE STARTED
SHEET No.
SLJ
9/25/06
1 of 8
CHECKED
DRAWING NO.
C�
APPROVED
PROJECT NO.
20060242
.

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1
CONSTRUCTION SEQUENCE:
1. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION (CONTINUATION OF CONSTRUCTION SEQUENCE) VEGETATIVE PLAN: 21x: " iNEi�'R EROSION NOTES:
AND SEDIMENT CONTROL PLAN APPROVAL. NOTIFY NCDENR 10. INSTALL WATER MAINS AND SANITARY SEWER MAINS. VEGETATIVE COVER SHALL BE IN ACCORDANCE DATE 1. NO LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO
TEMPORARY SEEDING AN 1-MAR 31 COMMON BERMUDA GRASS
I J 20 LBS ACRE DIVISION OF LAND RESOURCES WASHINGTON REGIONAL OFFICE
WITH THE SEEDING SCHEDULE AND THE /
M
11. BEGIN CONSTRUCTION OF ROADWAYS INCLUDING THE PLACEMENT INSTALL APPROPRIATE EROSION CONTROL MEASURES MAY
AT 252-946-6481 PRIOR TO COMMENCING CONSTRUCTION. FOLLOWING SPECIFICATION SECTIONS: DATE (UNHULLED)
OF THE AGGREGATE BASE COURSE. NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE
M
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES/EXITS, SECTION 02110 SITE CLEARING APR 15-AUG 14 GERMAN MILLET 50 LBS/ACRE APR 1-JUL 31 COMMON BERMUDA GRASS 15 LBS/ACRE INSPECTED AND APPROVED BY ENGINEER.
INCLUDING GRAVEL ENTRANCES. 12. COMPLETE CONSTRUCTION OF ROADWAYS INCLUDING OF ASPHALT. SECTION 02120 EROSION & POLLUTION CONTROL (HULLED)
SECTION 02228 AUG 15-APR 14 RYE (GRAIN) 50 LBS/ACRE 60 LBS/ACRE 2. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR
3. CLEAR LAND ONLY AS NECCESSARY TO INSTALL TEMPORARY 13. INSTALL LANDSCAPING AND MULCH AND SEED ALL DISTURBED CLEAN-UP & SEEDING AUG 1-DEC 31 TALL FESCUE
COMMON BERMUDA GRASS 20 LBS/ACRE STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL
AREAS. ANY SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR
EROSION AND SEDIMENT CONTROL DEVICES.AS DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 400 LBS/ACRE EXPOSED SLOPES WITHIN 15 WORKING DAYS OF COMPLETING
CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION - (HULLED) ANY PHASE OF GRADING
AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT YEAR ROUND AGRICULTURAL LIMESTONE 2 TONS/ACRE
3. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL
GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
DIRECTED BY THE ENGINEER. YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 1000 LBS/ACRE EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER
RESTRAIN EROSION. 1c T
G YEAR ROUND MULCH 2 TONS (APPROX. 80 BALES) EACH MAJOR STORM EVENT. FAILURE TO KEEP EROSION
4. INSTALL SEDIMENT FENCE. 19D a ., r
"6PER
14. UPON SITE STABILIZATION AND INSTALLATION OF ALL PERMANENT egg 1. THE UPNI SHELF OF THE PERMANENT POOL OF THE SMALL GRAIN STRAW/ACRE CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN
5. CONSTRUCT WET DETENTION/SEDIMENT BASIN. EROSION CONTROL DEVICES, REMOVE ALL TEMPORARY EROSION WET DETENTION POND SHALL BE PLANTED WITH A SELECT ISSUANCE OF A STOP WORK ORDER.
L
6. STRIP TOPSOIL & STOCKPILE ON LOT 6 FOR LATER USE. CONTROL MEASURES. VARIETY OF WETLAND PLANTS THAT ARE ABLE TO WITHSTAND YEAR ROUND ANCHOR TACK WITH LIQUID ASPHALT 4. INSTALL SILT FENCE AROUND ALL CATCH BASINS, DROP
L
7. BEGIN GRADING ROADWAYS. INSTALL ROCK/SILT CHECK DAMS 15. CLEAN SEDIMENT BASINS, AND CONVERT TO WET DETENTION BASINS. PERMANENT POOLING OF WATER. ALL AREAS ABOVE THE @400 GAL/ACRE INLETS OR INLET STRUCTURES WITHIN THE CONSTRUCTION/
AND TEMPORARY SEEDING. 16. TIME OF EXPOSURE IS APPROXIMATELY 3 MONTHS. PERMANENT POOL SHALL BE VEGETATED WITH PLANTS THAT ARE OR EMULSIFIED ASPHALT DISTURBED AREA.
8. INSTALL DRAINAGE PIPE WITH INLET AND OUTLET STABILIZATION. ABLE TO WITHSTAND TEMPORARY POOLING OF WATER. @400 GAL/ACRE
9. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE 2. WETLAND PLANTS SHALL BE SELECTED FOR SITE SUITABILITY
CONSTRUCTION PROJECT. FROM THE TABLE LABELED "APPENDIX D" IN SPECIFICATION 02228.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - -
3. A MINIMUM OF THREE SPECIES FROM EACH FORM SHALL BE PLANTED
TO INSURE DIVERSITY.
` 4. WETLAND SHALL BE COMPLETED BETWEEN APRIL 15th AND MAY 15th.
NO PLANTING SHALL BE DONE WHEN TEMPERATURE IS BELOW 32' F OR
K
K
WHEN GROUND IS FROZEN.
ATLANTIC & NORTH CAROLINA RAILROAD PRIVATE R/W
EPK EXISTING , EPK
CULVERTS
-1 1--- _ _ ___ JU
i. _ tv-:. �/,>-1' _ 'O _-._ .S"LX, ___ Jt, ":O� / t, / _ O'J'-X
<L ' -- - n`°�-'` �° - t'- x ---- PQiARY � --•�+" ,' .. __. " „„, i ,w -"- . �t' w_ _
,x- - _ -_
in 1
(` $INN .._ c;0 ' _._- - x __-
- - --rMEN
- ERRS ED T $A
- - - c -RIGHL-DF-WAYS x
_ - ._ -NLQNUME41TED
POROUS BAFFL�"fYP
_
".na ca OUTLET'0 / SILT FENCE, TYP\ ��. - �ti°4'
nn LIMITS OF ERUCT RE - -
�•,- -I
�DISITURBANCE
__
BISNRffANCE - .._ TOP 2 00aNMON na, TS OF x
TEMPORARY SEDIMENT INLET 21.50 i Ok11LETx \
BASIN EMERGENCY EX1511N6 L $TRucTU E' AREA a
POROUS BAFFLE, TYP. SPILLWAY DITCH ON x `- •� pWET QETENTI
Y n - - �t ti ti , T0� 24 0 x
R/W'CLAIMED BY A&NC RAILR6, 0, I
ti / �° INL T 21.00 POND 1 (1.6I8 AC.) - - -
%_ - - - - - - - - - - - - - - - - '
�
- -_
- - - - - - - - - - -'y' - - - - - -
�' -.. ' .i RAP - - - /�
RIP
R
IN _4
\
H
\
WET DETENTION iY : x , 6x "` 20 x` I eulL OilvGq 3
POND 2 a. '�
/
H
DRAINAG i . ! 1 �� (10.015 Sk) 1.3s3' AC.
1 a!k,a,``-. I ( )
ESM�, \ x 5. 0 - j ( 60 A ) Ntl DI,:
i 1. C.
24" RTjf e.n I: I ti !20:985 .I.) _,
I
S, 2
,I
/FES.,.^, �M Y\ �0'a'a /">�'`
,.,1 I •: ERG NC
95\ PILL Y o _
tin oti \ _41_
FE ;"y II `a°
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0.80
21.00 30
INV..n1. I QRAINAGE , 30• „ FE ACCESS
22.25' ESMTa1' \ 20.5 EASEMENT J /` '
w EGF�TAl1VE r
'-,A (FOR
G
z: F LEVEL _ STRAW AND NETTING
`L PF irO ED ORAGE I I x C' FIL Ti „ . ><". , rN .I7 '
10 LF 24" RCP tG, 89 F) ry > x gTlblp ! SPREADER e ` oc' QA 40 LF 24" MAINTENANCE) EROSION PRLTECTI �I
s�j EL. 2 5 i x
•. .,.. J' , n �' 2� RGP N(/FE�
W/FES' N`I
x PROPOSED 50' PRIVATE R W-
RICHARD T. BOYD �' � \
DB 1535 PG 493 �b� S .� - _ p \ I x \
�
PC "G" SLIDE 17-G 1V,- I �� , - -
-
2.45 DEGi 6 PILE �" ," 25' X 50;. �-\tP �, • - j ray`'.
\ LIMITS OF SEWER 1,C y V V9 fp• 6% -
a�
ISTURBANC,)' ASEME17/ R -
- l
CLAUDIAb H. BECKWITH
et al
DB 2211 PG 688
n �•,,� ,:
.x 1
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F
\ ? _
X K X
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PROOOSEE) IP RAP.
": "-1_. -'(
,�`•.
x �x/ �.:.
((g,S?=) NC TOPSOIL/ - BrUuLt t�;R' EG
I , ytix
-, v jI I �n�`
10 660 SH (1.26 AC.) -----_ _,-\ 50' TEMPORARY (0.95 AC.) ROCK SILT _D
_ .)TOPSOILAIL'/QFRCESPACE ISILT.(�/ R0PCSEV75 LU/n2.EL?t$ STOCKPILE-N;s I
h o l 11`i
�1
`
ACCESS \ CHECK DAhG / CONSTRUCTION
\\
J - �� I / 1 1 ENTRANCE, TYP.
I
E6tSEMENT XNTENA
FOR POND I
E
/
OSIDMA r�
^ CE
I / - x=' X1 �c
L �. ) n I L 4 1 ( 1 /
2 ^,a _.-
by -ACCESS x x I ` ry ,,,TTT ti t -_ _.' SILT FENCE. TYP.( I
` y -... FE
E
c. EASEMENT n v " nT' N t - - - - -'- s' - -
`s �- a I i -1'�- I 27.72
(FOR POND DITCHNO4 y4"
I
x o x
MAINTENANCE) 4 \ > X T
J
LIMITS OF INV. Y 7� -',, - -x I a i �q �- J-,-ara- -
k SILT •' VJ ILJ
DISTURBANCE 25.25 _.._- I k ti \ x - INV. I _ - I F LIMITS OF
`----- FENCE, TYP. T � / �' �RQ DISTURBANCE
\ �\ 21 50
c.�x rS INV. ` ,.. :, ,�. tx „yn° \ / t /° --- -.- _ 'iu1L s,9"
_.....
i
-... INV. a INV.
n n� TB ROCK SILT`- / \ l ROCKS nti OMITS 9y y INV. RWM LIES
RI?' TYP. CHECK DAM b CHECK f DISTURBANCE 23.50
AM 21 �S 23.75 N 02'22'10" W
, ROCK SILT;CHECK DAM / RAP.
_.s•
,
D
\. x
`4__ --__P ..._. G1�a-.�, _�. t _ - x x :�::;::
„�p ,4,, ,>' `) r �' t 1 x x SI x t b ,rx�
n
--- 56 LF 18 CP W FES w nti ti 60 LF 18" RCP e EX. SERVICE aAD L LIMITS OF \ BO LF 18" RCP
1 2 RCP, / ,�, i �," °`.
o.
V �e L.... SC c� DISTURBANCE
= 22.80 t u� .,;t' '' I ,a;"•I -°• W/FES �y �� W/FES '
�'.
D
,4L
ISt INV �. 22. ',- r -,.. ." -. r /I .;L= Ta .,- _..._... - - --- -_._ -.. - _..:_ . ... - ---- --_- _. - - - - ---- -- .__- ..x----- - __ ... q_.._..... - --- -._ ..._ .... _--- - - ..__
L-Gk-!„ •!fir ., :' � _ - _...... - _. .. -..._ -. _._ _- _.. "_ .- .. .--._ _. ..- ..... ..
SI -- -
` aVA_
y c.
C
;�"'DI TOP = 24.48 J
'
C
E24"RCP INV=20.31V
W 24" RCP INV = 19.24
J
_(- } ------------ --.._- MAINTENANCE PLAN:
-NORTH BOUND LANE (CONTINUATION OF MAINTENANCE PLAN)
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 6. SEDIMENT BASIN SHALL BE MONITORED ANS SEDIMENT REMOVED
CHECKED FOR STABILITY AND SEPERATION FOLLOWING EVERY WHEN THE DEPTH OF THE POND IS LESS THAN 3 FEET. THE
/ \
L
i 9 54 US HIGHWA Y 70 RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ACCUMULATED SEDIMEVT SHALL ALSO BE REMOVED AND THE POND
ONCE EVERY WEEK. ANY NEEDED REPAIRS
I/ f L,, LIMITS OF AFTER STABILIZATION OF THE
- WILL BE MADE SHAPED TO THE PROPER CONTOURS
PERMANANT POOL- "', '' i`;I` 91 6 E> ' DISTURBANCE r IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. SITE IS COMPLETE FOP THE STRUCTURE TO BE CONVERTED TO A
ELEV. 21.50 7J); ' D =(VARIABLEWET DETENTION POND
1 I �; I y PUBLIC
i A -- '- 2.
/' --
l �,'''
g
-
�I �,"// / A \1,•�- -'%%': - -FM FM- - -FM-5 FENCE WHEN ITBECOMESE0.5FT DEEPATTHE FENCE. THE
B
/pF� SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
-"'FE•. i "_ _ 1,, `4 EX. SERVICE ROAD MAINTAIN A BARRIER.
0.5
3. EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL
WORK IS COMPLETE. AREAS SHALL BE RESEEDED AND
%' jl:' j 5✓ = AND MATTING SHALL BE REPLACED AS NEEDED.
4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE
� i j ! INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILD-UP,
THE ENTRANCE WILL BE BLADED OFF REMOVING THE MUD.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS
NECESSARY AND MULCHED ACCORDING TO SPECIFICATION IN
A
A
THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
DETENTION POND DETAIL 50 25 0 50' VEGETATIVE COVER.
SCALE: 1"=50'°
F
THIS DRAWING IS THE PROPERTY
THE EAST GROUP, P.A. ANY USE, REUSE, REPRODUCTION,
(SPLAY OR SALE OF THIS ORAWTNG WITHOUT WRITTEN CONSEN
OF THE EAST GROUP, P.A. IS SRICTLY PROHIOITED. O COP IGHT,
THE EAST GROUP. P.A. 20M
12
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7
6
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3
2
1
e
SEAL
SEAL
tCARp4'/l
/�i
� •'%y'�
••oFES3%p
'
_ SEA
31 3 -
/.,GINE�R
277//llllll
11�\ "I
11113'�
GRADING NOTES:
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM
FILL AREAS PRIOR TO PLACING FILL. ANY QUESTIONABLE
OR UNSUITABLE SOIL CONDITIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER.
2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT
IS RECOMMENDED THAT ALL BUILDING, PARKING AND
DRIVEWAY AREAS BE ROLLED WITH A VIBRATORY ROLLER
TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE.
COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF
THE STANDARD PROCTOR MAXIMUM DRY DENSITY WILL BE
REQUIRED PRIOR TO ENGINEER'S APPROVAL FOR FILL
PLACEMENT.
3. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
4. GRADING CONTRACTOR SHALL SEED AND MULCH ALL
DISTURBED AREAS IN ACCORDANCE WITH THE
SPECIFICATIONS WITHIN 21 DAYS COMPLETION OF GRADING
WORK. UPON COMPLETION OF THE PROJECT, THE GENERAL
CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS
OUTLINED IN THE SPECIFICATIONS. ALL DRAINAGE PIPES
SHALL BE CLEANED BY THE GENERAL CONTRACTOR TO
REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
5. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL
AND RAKED DOWN, REMOVING ALL CLODS AND ROOTS, AND
LEFT READY FOR SEEDING AND PLANTING.
6. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS
PRIOR TO BEGINNING CONSTRUCTION.
7. ALL CULVERT CLEANOUTS MUST BE DONE SUCH THAT THE
SEDIMENT IS EITHER EXTRACTED OR BLOWN UPSTREAM FOR
CLEANUP. UNDER NO CIRCUMSTANCES SHALL SEDIMENT BE
BLOWN DOWNSTREAM.
S.�T->>�QA�*ARA, SISICtM110EPTUAL.
� 'FN,�TRUCTWN MAY
'EEC 7 t0.�+10UN�'Ai�t`lt�"'
9. LOT 1 SHALL BE REQUIRED TO CONSTRUCT AND MAINTAIN
AN ENGINEERED TREATMENT SYSTEM SEPARATE FROM THE
TREATMENT SYSTEMS FOR LOTS 2-6.
IO.WETLANDS DELINEATED BY LAND MANAGEMENT GROUP.
THEY HAVE BEEN FIELD VERIFIED BY
OF THE ARMY CORPS OF ENGINEERS.
TYP. LOT SETBACKS: SOURCE OF TITLE:
FRONT: 25' DB 1613 PG 488
SIDE: 10' DB 1625 PG 618
REAR: 15' PC "G" SLIDE 17-G
SITE LEGEND
fi -- -- CONTOUR
x „0.00 SPOT ELEVATION
30 PROPOSED CONTOUR
-X- SILT FENCE
- - EXISTING WETLANDS
o EXISTING STORM DRAINAGE PIPE
® PROPOSED STORM DRAINAGE PIPE
- - RIPARIAN BUFFER
E
11/13/07
ADDED WET DETENTION POND 2
BPB
D
7/13/07
ISSUE FOR BID
EHA
C
6/27/07
REVISED PER CRAVEN COUNTY
BPB
WATER DEPT. COMMENTS
B
3 29 07
/ /
REVISED PER NCDENR STORMWATER
BPB
COMMENTS
A
1/18/07
ISSUE FOR PERMITTING
BPB
REV.DATE
.
REVISIONS
BY
THE
EAST
GROUP, P.A.
-Engineering •Architecture -Surveying -Technology
Box 7305, 324 S. Evans St., Greenville, NC 27834 252-758-3746, 252-830-3954 (Fax)
PROJECT TITLE
Proposed Development for
JTC-US HWY 70 PROPERTY
Township No. 7 Craven Count , NC
DRAWING TITLE
General Grading, Drainage,
Erosion & Sedimentation
Control Plan
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
DATE STARTED
SHEET No.
SLJ
9/25/06
2 of 8
CHECKED
DRAWING NO.
C20
APPROVED,
PROJECT NO.
20060242

In
L
K
J
H
It
12 11 10 9 8 7 6 5 4 3 2, 1
4xD (OR 10' MIN,) WIDTH VARIES
NOTE:
CONTRACTOR SHALL INSTALL
8'-0" MAX. EROSION CONTROL MATTING ON
STEEL "r POST SLOPE ig" TOP OF WEIR
ALL DITCH SLOPES 3:1 OR
MIN PLACE RIPRAP UP GREATER AND ALL DRY POND 1 FINISH GRADE
NOTEI SLOPES. p?
� SIDES OF DITCH *:��DITCH
im
MIN. 10 GA. WIRE IF FLARED END SECTIONDITCH IS DISCHARGING INT❑DITCH FROM THE SIDE,XEXTEND RIP RAP UP DITCH < II-11F
BANK ON OFF -SIDE A FILTER MINIMUM OF 4 FEET, FABRIC � NOTE: 1 SLOPE / ELEVATION SLOPE
S0 MfM FRONT VIEW SEE SHEET C2. ENGINEER DITCH SECTION L
MAY REQUIRE ADDITIONAL PLAN TOP OF BANK
STEEL i" POST SILTFENCE AS DICTATED BY TOP OF BANK BEYOND TOP OF WEIR WIDTH VARIES
WIRE MESH FENCE SITE CONDITIONS DURING +
CONSTRUCTION. �1.5'
CRIMP RING CONNECTOR 12" OF NCDOT CL
Q #5 OR #57 2 FINISH GRADE
SYNTHETIC WOVEN 4' MIN, UP EACH WASHED STONE ` 2 - -
�$- FILTER FABRIC r 1 1a SIDE SLOPE 1 �. ' 1 d50 STONE SIZE O.8.
III -
6' MIN. o o #57 WASHED FILL SLOPE FLOW I-
;., iv STONE • �� MAXIMUM SIZE OF 12" ;
2'-3" 1 \\'�\ -III-I I SLPES 4:1 OR LESS SHALL BE
COARSE GROUND LINE SYNTHETIC FILTER FABRIC \ J>, i\� , SEEDED ACCORDING THE K
AGGREGATE ,�V LINER, MIRAFI 10OX OR T FILTER SPECIFICATION AS DETERMINED
EQUAL N.C.D.O.T. d50 STONE SIZE OF 8" FABRIC BY TIME OF YEAR..
TO ANCHOR BOTTOM SECTION MAXIMUM SIZE OF 12" SECTION
SIDE VIEW 6" CUT SWALE SECTION
DOWN x #5 WASHED STONE
1 CONSTRUCTION ENTRANCE DETAIL 2 SILT FENCE DETAIL 3 FLARED END SECT./RIP RAP 4 ROCK SILT CHECK DAM 5 TYPICAL DITCH/SWALE SEgn0Ns '
C5.1 N.T.S. C5.1 N.T.S. C .1 N.T.S. 25.1 N.T.S. 25"1 N.T.S.
W
I FINISHED SUBGRADE
LEVEL SPREADER UP I TOP CMP 1" MIN
12" CMP FILLED I WIDTH VARIES
W/ FI_OWABLE FILL EDGE OF 50'
SLOPE SIDES AS
(LENGTH=LEVEL RIPARIAN BUFFER �/, .'
o /
SPREADER WIDTH) INV. NOTE: x I- NECESSARY FORCONSTRUCTION
TOP = SWALE INV. 3" BELOW I CONTRACTOR SHALL INSTALL ::I /
6.0' I �3_0TOP CMP I I EROSION ALL DITCH SL PES 3 1 ORMATTING ON FINISH GRADE
BOTTOM OF BASIN I�-'� I 3
1.0' MIN. DEPTH I 7 GREATER AND ALL DRY POND SVOP I -III- i a //\ UNDISTURBED SOIL
I -I11- `S/p�. SLOPES.
RIP RAP y 12" CMP FILLED 3" LAYER OF EDGE OF 50' I '
BASIN X X W/ FLOWABLE FILL 7 STONE RIPARIAN BUFFER - -
LEVEL SPREADER WIDTH Y5
(SEE PLANS) xxv�vvvvSWALE MIN. SLOPE I I I -III' I I -III- I I -III' �j 12" H
0.3%
MIN "- 15' BOTTOM ?f a
30' VEGETATED 30 VEGETATED m
FILTER STRIP CLASS B #57 BEDDING FILTER SIPoP
0
F \/�....... .. PIPE GRADE
FILTER FABRIC I RIP RAP 12" MIN. DEEP FILTER FABRIC
WITH 3" LAVER I BASIN X 36" WDE
OF It57 STONE I EC FABRIC LINING 7 VEGETATIVE FILTER STRIP C4.
3'x3' PRECAST
GONG. BASIN W/
N.T.S. KNOCKOUT PANELS
Elm SEOONN.T.S. ALL 4 SIDES 12" OPIPE F 12 MAXIMUM SIDE
6 LEVEL SPREADER DETAIL � CLEARANCE
C5.1 N.T.S. GRASS SPECIES AS INDICATED IN G
/J4 STEEL REBAR (GALV. PLAN $ STORM DRAIN TRENCH DETAIL
EL. = SPECIFICATIONS SHALL BE PROVIDED AROUND _ OR ASPHALT COATED N.T.S.
26.00 ENTIRE PERIMETER OF POND ON AQUATIC EL. - 26.00 ) C5"1
BENCH BETWEEN ELEVATIONS 26.00 AND 21.00. � TACKWELDED AT 6" O.C.
WEEPING LOVE GRASS SHALL NOT BE USED. EACH WAY LAID IN TOP ATTACH SCREEN
WETLAND SPECIES AS INDICATED IN OF BASIN TOP = 24.0
37 SPECIFICATIONS SHALL BE PROVIDED AROUND W/ GALV. LAG
ENTIRE PERIMETER OF POND ON AQUATIC & WEDGE ANCHORS
6' BENCH BETWEEN ELEVATIONS 21.00 AND 19.00. _II
I_ EL 2100 - OUTLET = 22.0
OPENING
1, TEMP. POOL EL 21.00 77
24" PIPE 1/2" OPENING GALV, 3
F
� _ at ALUMINUM EXPANDED F
-11 61 EL. 19.00 PERM. POOL 6• AQUATIC METAL SCREEN BOTTOM/INLET
-i I � BENCH EL = BOTTOM EL 17.00 EL = 1 INLET = 21.0
^'
26.0 N'4" LD.
-1 1 1-, 1 1-I 26.00 PIPE GROAT IN PLACE
FILTER
INV. = 21.0
AQUATICS SECTION-1 SCREEN 7 SECTION CRUSHED STONE ELEVATION
BENCH
24" RCP
INV.
21.25
E
ED
EL. =
26.00
_ AQUATIC
1 _ 3,•7 BENCH
24" RCP /
B 0.5INV.
A
12
EL. =
5
TEMP. POOL
EL 21.00 _
EL. = 20.501
ORIFICE INV. ELEV
BOT. 21.00
Fit
•
PERM. POOL
EL. 19.00
TTOM EL. 18.00 ti
BOTTOM EL 17.00
SECTION-2 =1 1 1-1
1 1-1
y
`�I'ttib
'10
DETENTION POND 1 DETAIL
GRASS SPECIES AS INDICATED IN
�''S•
N.T.S.
SPECIFICATIONS SHALL BE PROVIDED AROUND
ENTIRE PERIMETER OF POND ON AQUATIC
m E=
BENCH BETWEEN ELEVATIONS 26.00 AND 22.00.
�-
WEEPING LOVE GRASS SHALL NOT BE USED.
WETLAND SPECIES AS INDICATED IN
SPECIFICATIONS SHALL BE PROVIDED AROUND
ENTIRE PERIMETER OF POND ON AQUATIC
BENCH BETWEEN ELEVATIONS 22.00 AND 21.00.
-
EL. 22.25
TEMP. POOL EL.21.50
_
0.5'
?p 1
0.5'
1=
PERM. POOL
BENCH
BOTTOM EL. 15.00
I
SECTION-1
EL 22.25
TEMP. POOL EL 21.50
ORIFICE INV. ELEV
PERM. POOL
3'x3' PRECAST
GONG. BASIN W/
11 DETENTION POND 1 OUTLET STRUCTURE KNOCKOUT PANELS
24" RCP ALL 4 SIDES
FILTER
SCREEN
TOP EL.
3�
SZ
24" RCP
EL. =
26.00
SUPPORT ROPE
TO WIRE TO PRE-
VENT SAGGING
BOTTOM EL. 16.00
1 BOTTOM EL 15.00
SECTION-
3' X 3' GABION BASKET,
TYP., FULL WIDTH OF WEIR12DETENTION POND 2 DETAIL
C5.1 N.T.S.
THIS ORANWG IS THE PROPERTY
THE EAST GROUP. P.A. ANY USE. REUSE, I
11 10 9 8 7 6 5 4
SECTION
MEMO I
I
OR ASPHALT COATED)
TACKWELDED
EACH WAY LAID IN ."
OF
•' L I�
ANCHORSWEDGE
NFON6 101,02
1 a �V 1
OPENING
-i ��•
OPENING GALV.--Aal
ALUMINUM EXPANDED
AL SCREEN
I.D. INLET
CRUSHED • •
POND OUTLET
OUTLET = 22.25
D
SUPPORT POST, �\
24" INTO BOTTOM
OR SIDE SPACED STAKE TO SUPPORT
4 FOOT MAX. WIRE
BAFFLE DETAIL L- COIR MESH OR SIMILAR, STAP_ED OR
TRENCHED INTO THE BOTTOM OR SIDE
N.T.S.
Y OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENI OF THE EAST GROUP, P.A. IS $TRICTLY PROHIBITED. (O COP IGHT, THE EAST GROUP. P.A. 21
3 2 1
I:
I
0
SEAL
SEAL
GS3/o$
'3. 1 _
Zp0 I
E
11/13/07
ADDED WET DETENTION
POND 2 DETAILS
BPB
D
7/13/07
ISSUE FOR BID
EHA
C
4 /17 / 07
REVISED LEVEL SPREADER DETAIL
BPB
PER NCDENR COMMENTS
B
3/29/07
REVISED POND SLOPE
BPB
A
1/18/07
ISSUE FOR PERMITTING
BPB
REV. .
E
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
•Engineering •Architecture • Surveying •Technology
Box 7305, 324 S. Evans St., Greenville, NC 27834 252-758-3746, 252-830-3954 (Fax)
PROJECT TITLE
Proposed Development for
JTC-US HWY 70 PROPERTY
Township No. 7 Craven County, NC
DRAWING TITLE
Grading, Drainage, Erosion
& Sedimentation Control
and Pavement Details
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
DATE STARTED
SHEET No.
SLJ
9/25/06
6 of 8
CHECKED
DRAWING NO.
%5 .
APPROVED
PROJECT N0.
20060242