SW8070633_Approved Plans_20071026

it
S'
SIS
MILDRED THOMAS CT
HINES FARM ROAD
WC JARM AN DR
SITE
ORMAND BARBEE CT
N/F
)RACT I
P
ONSLOW COUNTY
M.B.36, G.152
D.B.1365, PG.322 1.30`�ACRES
(M.B.53, "PG.50)
A0 PER K C.)
011 \NK "WATER TA IPA
RD
SITE
BLUE CREEK RD
N
WM(4#
US HWY 17
US 17
A"
SIS
V
0
VICINITY SKETCH
NOT TO SCALE
4V
P
SSMH/-1b
TOP=45.08 (V
Ir 0
J IN 56
DRAINAGE PIPE CHART
OUTLET
AREA 010 DIAMEM ORADE LENM VELOCITY
am 115900111 W Dowse ga (W
me 1.05 4.52 is match Set &1I
*8* 2.88 IZ4 24 match 524 &0
WV a CLEARING LIMIT 1♦ *C* &12 M4 24 M72 lop 6.S
"0* 4.79 20.6 24 am 328*
0 1&0 24 am 242*
&52 XG 30 am 382 7.5
TEMP. CONSTR.
*(r 11.4 m7ft 30 &57 560 19.0
ENTRANCE
4
A.B.C.
• Induft FM
PARKING
Flow attenuated by pon4i
EPK-(C.C.)
Flow from Plpe E attenuated by Pond,
A. B 11C. A.B. If Area <10 Ac If Am > 10 Ac
QWCIA Q=2ffl x DA RCIP• Rehforced Concrete Pipe,
jE DRY
DRI
tcw5 mkL where DA-A/60 LF - Linear Feet
/ / /1 11110-7.17 1n,4w. FPS - Feet W Second
-7%—A B.C. C-0.60
X,
GRASS
N01F-
1. Contractor shill uss NCOOT approved RCP or HOPE (2 waIII) for all pipes
fl wWemoath NCDOT and/or PrW* roadwoyL
2. Contractor may un NCDOT approved RCP or HOPE (2 wdq) In all
4
other areas Indudng drkvmy p4mm
0-
0
RIP RAP SCOUR- PAD SCHEDULE
ZZ Sb*d uokg NYOOT Dis*11potar Chart&
ACCEss% STORAGE AREA
EA VEIXX"Y UNM "D711 TYPE
STONE
6.6 2 9 5 Clow
A.B.C.
2 &0 2 12 a Clor
C)
3 6.8 2 12 a C1080
PARKING
N 4 12.0 2 12 0
WV
f "--''
DISTURBED AREA 19.0 AC
204'
40
16
-0 STORAGE AREA
0
■
C.
SSM APPRO ED
TO -43.43 ✓ Z
CON
=33
NORTH. CAPIOUMA ENVIP10 11EIGIML
PLANT
0
A b 0 1AA -MME 4T! G,
X4A
0000,
%%till
01#
im
200'
ti
148
A
lilt#
C N
200
100,
Liz
XA
0
FF=46.50
'D
100'
Cj Py'//THAT THIS PLAT WAS
-C 1. JOHN L. PI
M M.B.36, P.G.152, AND NOT FROM
'A DRAM FRO
ST
cn
ORAGE AREA
AL N ACTU MY SUPERVISION.
VOE
A
'01/ 44
W
"Ooe
<
W
6=
11P F' F?
J0
L
NW
GRASS
GR
<
ASII
%-� — — — — — — — — — — - — — — — — I — r
------ *7-- - - - - - - - - - - L- ELC.�
C.
A.B.C.
I VE DERal DRIVE
- - - - - - - - - - - - - - - - - - - - - - -
— — — — — — EROSION & SEDIMENTATION CONTROL PLAN
EIS
%-ZYW
GRADING & DRAINAGE PLAN
NEON 10 IN a*,,
A) C.) ��w i i I FOR
CLEARING LIMIT Is i I
W�-..■ nk= %x W T F-M-
E 0 &SA
4
�� C; 1 9 - F A . — — .
,i
CLEARING LJWIT IN
CAPE FEAR PRECAST LLC.
C* J 1�
It
N
C"ARTNI IL -1
- s
BURTON INDUSTRIAL PARK
A111L
Ilene=
7" �.'/ r
±6' WIDED'ITCH 6' WDE DITCH
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY NC.
SIS
'-5
PREPARED BY
\ �. -- �� L N/F
LEO H. WLHITE
r ` JOH N L. PIERCE ASSOCIATES P.A.
I ft'vt"s PRVDAI�:D BY. 1�
LEGOD: C 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
GRAPHIC SCALE
EIS = EXISTING IRON STAKE ry-n j�5) CRYSTAI 15)"ST ENGINEERI G9 P.A.
a rv--A
SIS = SET IRON STAKE no 0 PHONE: [phone] DATE: MAY 22, 2007
WBACKS: 381i FE OM WAY HUBM, N.C. W9 40 0 20 40 1W
REVISIONS: N/F NOW OR FORMERLY D�gzx')Npfl
FRONT 125' Ph 9 325-0006 Fax [phone] JOB # 278765 F. B. P. G.
6/12/07 PER OWNER R/W = RIGHT-OF-WAY NOT RELEASED FOR CONSTRUCTION
SIDE = 35' M.B.L.= MINIMUM BUILDING LINE WWW M"Coao .00m Da*id L Newsom, PE
6/21/07 PER OWNER SCALE: 1 40' FILE: CAPE FEAR PRECAST LLC
REAR 35' CA CENTERLINE
REF: D.B.1365 P. 322 6/18/07 PER DWO IN FM
M.B.36 P. 152 6/26/07 PER DWO
1 inch 40 ft. S H E E T f OF4-
-- ---------- ---- -
S M� T P �/
5 -08
't , Vic
x0grif
C Hwy 53
IN� 56
n
. . . . . . . . . .

A
0,
E\PO4
Z
EIS ------ ------
7
0
-----------
_7_
NNI N
7�
j
EIS 0s,
0
UNTY
sw
0,
t
X�733
fW 0! 1" IN
ho
ONSLO CO,
K ilG 0
Z /D.B.1 Pt-3
�10_
7� co
_QF li4�
x
P
too-,
FES FES
INV= N.
E.G. INV=MATCH MATCH
V.
\N1
SIS -7-
low
'00 ......
4h, - RSP 2
Air
.0,0,
A.B.C. FES
PARKING
INV=40. 7
ZGINV=39.00
0* ---------
-7
DRIVE 4- 0 1
P A-7 ICA 0
4
o
Is
t
A.B.C.
P,ARKING %z
V) (j
V�
m
IS SLOPE
CL-B- STONE
TA,BLIZI
-
STORAGE AREA ------
A.B.C.
PARKING 38.00
ti
O
oc
Z'
STONE
SLOPE
STABUZA
In
CN
Lo
39.0
1131
1301
S
77. __ .0w
0
HINES FARM ROAD
SITE
ORMAND\BARBEE CT
NC jjWy 53
US HWy 17
MILDRED THOMAS CT
WC JARMAN DR
VICINITY SKETCH
NOT TO SCALE
,` �'
W
1 } -\�
DRAINAGE PIPE CHART
OUTIET
AREA QIO DIAMETER
WADE LENM VI10CITY
(acad W alow
0111 (m 004
"A" 1.05 4.52 is
match W* 8.8
"Ir Is$ I2.4 24
match 52* &0
"C" 112 13.4 24
0.72 iw* 8.8
V 4.79 20.6 24
0.58 328*
or &73 16.0 24
0.58 2420
*r 6.52 36.6 30
0.58 382 7.5
*0" 11.4 6417" 30
3.57 58* 19.0
Including FES
Flow aftonuatod by pond.
Flow from Pipe E attsmatod by Pond.
If Area <10 Ao If Area > 10 Ac
O-CIA 0=281 x DA
RCP - RaInforoed Concrete Ploo
to-5 min. where DA-A/W
LF - Unew Foot
M0-7.17 In/hr.
FPS - Fat per Second
C-0-60
"07L.
1. Contractor " use NCDOT qWwad IW
or HOPE (2 for all p4m
underneath NCDOT and/or Prkvte roodwaylL
2. Contractor may use NCDOT approved RCP
or HOPE (2 in all
~ arm Including drK way OOoL
RIP RAP SCOUR- PAD. -SCHEDULE
Shad uft NYDOT Dbeoctor Chart.
VELOC17Y LENM
VAD7N TYPE
11
RPM 4w zm iftla
Uwe mm
1 6.6 2 9
5 C1080
2 &0 2 12
0 Clow
3 6.8 2 12
6 CIV
4 12.0 2 12
6 CIV
DISTURBED
AREA =
19.0
AC
US HWY 17
1, JOHN L. PIERCE, C,�9.11FYTHAT THIS PLAT WAS
DRAWN FROM DA \,Tlk� �N M.B.36SUPERMSION, P.G.152, AND NOT FROM
AN ACTU AL S
JOHN T.-PIER T.7. S.Z-5 2
` 1� i4.4 4
ks.
'PIN
irk-\
�`� � O
x\
STONE
SLOPE STABS NATION
it --------------
---- ------
------------
on; a-
�0,7,4,
v -0 --qw
C EAR NG IMI
A
GRAPHIC SCALE
44 0 2D 40 8D
(IN pm)
I inch = 40 &
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY NC.
PREPARED BY
JOHN L. PIERCE & ASSOCIATES P.A.
ffi P..K% N,
I I
01 fill 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: 910-�346-9800 DATE: MAY 22, 2007
160 - 11 F_ PA

Treatment Pond - Plan
SEEDBED PREPARATION NOTESi
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/1000 S.F. 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
DURING SEEDBED PREPARATION,
NOTE' PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
FILTER.
PLANTING SCHEDULE
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
ONE PLANTING PER SQUARE YARD,
SCIENTIFIC NAME COMMON NAME
Pettondra vlrginia Arrow Arum
Saggitarla tatifolia Arrowhead/Duck Potato
Andropogon virginicus Broomsedge
Andropogen glomeratus Bushy Beardgrass
Ceratophytlum DWQersum Coontait
Scirpus pungens Common Three Square
Lemma spp. Duckweed
Saururus cernuus Lizard Tait
Hibiscus moscheutos Marsh Hibiscus
Pontederla cordata Pickeretweed
Potamogeton pectinatus Pond Weed
Leersia oryzoldes Rice Cutgrass
Carex spp. Sedges
Scirpus vatidus Soft Stem Butlrush
Potygonnum spp. Smartweed
Juncus effesus Soft Rush
Nuphar luteum Spatterdock
Panicum vergatum Switchgrass
Acorus calamus Sweet Flag
Etodea canadensis Waterweed
Valisnerio. amerlcana Wild Celery
Zlzanla aquatica Wild Rice
3
!1
Inlet Swag
SHWT=34,0
[r �ffl � R 0
NOT RELEASED FOR CokiNSTRUCTION
Scale: 1" = 30'
SEEDING SCHEDULE
NOTES ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION,
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 TACK
WHERE SLOPES EXCEED 4%.
MATERIAL APPLICATION RATE
LIME 2 TONS/ACRE
20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTILIZER(10-10-10) 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 (UNHULLED) 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
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
av •A-Z•
Bottom
Forebay
Etev. •B•
1
10,
3' Veg. Shelf
I
C❑NC
FILL
i
78.00'
00
4
PROPERTY BOUNDARY
Pond Dimensions & Layout
Scale: 1" = 30'
W {W
Z
J
!� W
I� �Z
W
TRASH RACK lu
l /(SEE DETAIL) 4-3" ALUM 5„ '
f ANGLES
i
TOP
ELEV „E„
PRIMARY WEIR ALUMINUM TRASH RACK
EV ,,;C„ t"ItijARY
60" DIA. Cr'RREGATED
6"
" ALUM, RISER
INV, RISER SPECIAL NOTES
(SEE DETAIL) TRASH RACK FABRICATOR TO
"NOTCH" REAR OF RACK AS
OrM TOrn TM AnrnHATELY
I. 54" MINIMUM i.
" ALUM BAR
@ 2" O.C.
,00
1/4 T^THICK
PLAT`_
CLEAR TOP OF OUTLET PIPE
Trash Rack
TRASH RACK
(SEE DETAIL)
SEE SPECIAL
/NOTE IN ABOVE
TRASH RACK DETAIL
6" DIA. CORR, RISER OUTLET
ALUM, PIPE (SEE DETAIL) PIPE
DRILL 2" HOLE
IN END CAP - TACK
MELD HARDWARE CL❑TH �-�.� i2 OUTLET
SCREEN OVER ORIFICE INVERT
I 18 MIN"
6" DIA,
END CAP
Draw Down Orifice
outlet Structure Anti "See o (o l i a r
(See Detail) Be Emergency Spittway (100 yr. Flood Elev.)
No 51 Bari 'U' Strap
CCOOA w/ Bitumastic>
Etev. .E.(100 yr storm) v _ �z Outlet Structure Details
Etev. 'D' (10 yr storm.) No Scale
Etev. •C' C1'Design Elev.) S7
41ttt Pi (
Size and
Etev, 'B' Permanent Pond Magri ' t pe rainage Ptan) N ''%
POND DETAILS
Cons FOR
Qom%,
s Anti -See Collar i Outlet Protection =
*' Draw Down C]rif ice p _)Ftt CAPE FEAR PRECAST LLC.
a 2 Anti-Ftoat Bt ` c (See Detail) CSee ErosiontSed, P(an)
1 Ao (See Detail) I _:?�3
1 (60 CF Cenci a e) IN
,Z t ' -•`=-, ,r i`}ae�BURTON INDUSTRIAL PARK —PHASE
E ev. A 1 Bottom Stone'
'
Vegetated Shelf Plantings
(See Planting Sceduie)
Main Pond
tl
E
. VATIoNsULE
STORMATER POND DESIGN BY: °�J
JACK SON VI LLE TOWNSHIP, ON SLO W COUNTY
NC.
DESCRIPTION ELrVAT1oN
PREPARED BY
' I Al
a A2•
MAIN POND BOTTOM
FOREBAY BOTTOM
27,00
27.00
Crys'tal Coast Eng I need ng, P.A.
PIERCEASSOCIATES
L. 8c
f
P.A.
c'
I
PERMANENT POND
TEMP. STORAGE
34.00OHN
35.75
evil and Environmental Consulting Engineers
409 JOHNSON BLVD.JACKSONVlLLE, NC
28540D' `
!
10 YEAR FLOOD
374
David K. Newornl PE
}
100 YEAR FLOOD
�
37.87E
• PHONE: [phone] DATE. MAY 22, 2007 y v
Treatment Pond Section - WA H 27 7C5 F.B. P.G.
3817 3 FREEDOM Y, UBERT, N.C. 28539 JOB # 8
Scale: None (vertically Exaggerated) it I N, ` PHONE: [phone] N FAX: [phone] SCALE: 1 "= 30' FILE: GAPE FEAR PRECAST LLC
/12/07 PER OWNER
9/27/07, PER 0WQ '' SHEET - -?z. OF 4--°
i 1 �
L
}

AAL DITCH OUTLET
TOP OF BANK
_,SWALE_ CENTERLINE ... ._
SQUARE PREFORMED
SCOUR HOLE (PSH)
(RIP RAP IN BASIN
NOT SHOWN FOR
CLARITY)
DITCH OUTLET
��� x
elyT1
'N`�1►r4�A a►r'er ��
�r�r ►,i,►�r'�,�n � ii
WAM W'etp
►�"¢rir�;;`;'►ire r►a®+r�►�i
ss. : MULCH' s'
s
SEEMNO SCHE, DU
INSTALLATION
PLAN! VIEW
PERMA
EOU
-
•-
WIDT!-i = DEPTH x 6
ESTABLISH GROUND -
COVER PER SEEDING —�
SPECIFICATIONS
4MIN `
} EXIST GRADE
DEFT:: PER
SITE PLAN l LINE CENTER OF SWALE WI
�--- EROSION CONTROL BLANKET
rCURLEX 1 BY AMERICAN
EXCELSIOR OR EQUAL. INSTA!..L___.
CL "B° STONE LINING' WHERE
SPECIFICALLY REQ'D BY
DRAINAGE PLAN,
Swale Detail -
NO SCALE
EXISTING ROAD
R/W
CONSTRUC11ON
ENTRANCE
PROFILE
R/W
PLAN VIEW
Conakuction 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 /Y). Use
crushed stone.
2. Length — As effective, but not less than 50 feet.
3. Thickness — Not fees than six (6) Inches.
4. Width — Not lean than full width of all points of
ingress or egress. Minimum of 1V.
5. Washing — When necessary, wheels shall be cleaned to
remove sediment "prior to entrance onto public right—of—
way. when washing is required, it sholl be done on an
area stabilized with crushed stone which droins into an
approved sediment trap or sediment basin. All sediment
shad be prevented from entering any storm drain, ditch,
or watercourse throw 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 cleonout of any measures used to
trap sediment. Ali sediment, Wiled, dropped. washed or
tracked onto public rights —of —way must be removed
Immediately.
Temp. Construction Entrance
NO SCALE
REVISIONS PREPARED BY:
CRYSTAL COAST ENGINEERING, P.A.
3817-3 FREEDOM NAY — HUBM, N.C. — 28539
Phone [phone] Fax [phone]
www.erysWeoastengineering.eom David L Newsom. PE
EROSION AND SEDIMENTATION
CONTROL NOTES:
1. Sediment control devices and structures shall be installed,
maintained and amended as needed to provide effective
control of accelerated sedimentation until the contributing
watersheds are stabilized.
2. Construe ion Sequence:
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
B. install stabilized construction entrance.
C. Silt fence shall be installed where shown and on all
down slopes of areas to be disturbed. Silt fence
shall be maintained until the area is stabilized competely.
D. Excavate proposed stormwater pond. Construct all perimeter ditching
which shall serve as temporary diversions. Divert all surface
drainage from disturbed area to pond..
E. Complete rough grading activities. Construct and stabilize (blanket) vegetated
swales. Maintain erosion control devices as necessary.
F. Complete fine grading activities. Install surface treatments (osph, concrete, or
A.B.C. as indicated..
G. Stabilize (seed and mulch) those areas not to be paved
and/or built upon. Provide Temporary Seeding if not in recommended seeding
dates for Permanent Seeding.
H. Maintain erosion control measures as needed to assure
full functionabillity.
1. Upon stablizing site with permanent groundcover, remove sed—
and re —construct swates per Swale detail If necessary.
J. Seed, fertilize, and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
K. Permanent groundcover for all disturbed areas within 15
working days or no more than 21 calendar days following
completion of any phase of grading.
L Upon establishment of permanent groundcover, remove accumulated sediment from
stormwater pond and restore to design conditions.
3. Seeding Sg2ciflca ions
install necessary mechanical erosion and ,sedimentation control practices
before seeding, and complete grading according to the approved plan.
Lime and fertilizer needs should be determined by soil test. Contact
NCDA for additional information regarding testing. When soil test are
available, follow rates suggested on individual specification sheet for
seeding mix chosen. Apply lime and fertilizer and work into 4-6 inches of
soil by disking or other suitable means. Operate machinery on the contour.
When using hydroseeder, apply lime and fertilizer to a rough, loose surface.
Complete seedbed preparation by breaking up large clods and raking into
a smooth uniform surface. Broadcast seed into freshly loosened seedbed
that has not been sealed by rainfall. Seed mixture shall be distributed
uniformly and covered with a clean straw mulch. All mulch shall be crimped or
asphalt tacked to help hold in place. Material and application rates are as follows:
TEMPORARY SEEDING
Seeding Mixture: Winter/Early Spring Summer Fall
�eeciea Rate(ibZgc Rate(Ib/ac) Rate (lb/act
Rye (grain) 120 —0— 120
Annual Lespedezo (Kobe) 50 —0— —0—
German millet —0— 40 —0—
PERMANENT SEEDING
Seeding Mixture:
�cles Rate(lb ac)
Pensacola Bahlograss 50
Common Bermudogross 10
German millet 10
Seeding Notes:
1. More neat appearance is desired, omit sericea.
2. Use a common Bermudagross only on isolated sites
where it cannot become a pest. Bermudagross may
be replaced with 5 lb/acre centipedegrass.
Seeding Dates:
April 1 — July 15
Soil Amendments:
Apply lime and fertilizer according to a soils test, or apply
3,000 lb/acre ground agricultural limestone and 500 lb/ocre 10-
10-10 fertilizer
Mulch:
Apply 4,000 lb/acre grain straw or equivalent cover of another
suitable mulch. Anchor by tacking with asphalt, roving, netting,
or by crimping with a mulch anchoring tool.
Maintenance:
Refertilize the following April with 50 lb/acre nitrogen. Repeat
as growth requires. Mow as often as needed.
4. Contractor Is responsible for maintaining' all erosion control
measures and for amending measures as required to prevent
accelerated erosion from taking place on this site.
5. Once all areas have been stabilized, contractor is to remove
temporary erosion control measures, regrode, & mulch to
restobilize these areas.
6. For additional requirements, see the approved erosion
and sedimentation permit.
DETAILS
FOR
CAPE FEAR PRECAST LLC.
IN
BURTON INDUSTRIAL PARK —PHASE

-- - --
1 ,:
j
I I � �1 �il I
:..,
I
,
� I II�I, . -IIII II I 1(xncIICC%Z1DAt-u(0"0�03-1II �,)) I4 : � � I)III1 -- 1IIII ,:I II"�II I I I I I
""..,7,. , � ,N";'�-,,.',7�-"­%'�- ---�"_�I-, .-,-:,, .�-�',:,-�-1'.-f l..�1,-:-,-1', ,-.1��,1,--I�,,, ,I�- ,, -,,*-7"�_�,1. -"," , --,� - -1".,"-�,,..I "� -'�,..-"��-.-"', I �r"\:%,--, "-,-I - , �, �4 .": , ,1-� -,'-" �'*--.1�-..- ," ;
---1I-I\ - ----
• \ • \ \ \ • � - -\ `'\ 1
\� \ \�._�_, `, A
-/IkI
I I ,II1I 1,I,I 1I�.� .�I. I I tMW&:=[W. ��,�
�I .1IL2II=�. �Mg9==I�CI ID El)�9=�I III1Ij,IIEII11I 1-.I1I1I,"I II .-II ,1I 1,"�I,,iI."-:, -4e- I1-,..,.�-5-­r1� . ;I- 1... "-. I,:�� 1.1�I-�-..I -I111�...�I .0.,:...II-:-,. -K'.,,� 1."�,�1--I:,-1I ,II­,1-�.. %,� .., "�,7V.�- I',.1,�.",'-'I -�"I,��-.'.- :,-�. ��:,� ,:.-.;;, -4.',,�-1:�-v-, � -I-� -.-�,.>�":C� ,- T-- ,"�N .�1�-�I--
,1.-%,..��--I�'1% --- -,-1� ,-�,,.-,,� �-� ­� , ,�I"<�,I� '-,,--1. I ,�%"�-,"n ��.��5.�\"-,� -1I1, --, �1' -,S�I1,'�' -t- .1�:� ..1 ,1-1-,� ,�i.NI-I . ,I 1"1�,:,;1. ,1��.-.G I �
""�I-,"-:,-�1- ,. 1I1":�.%.I ,�-� I-I�\- ��-1, 1�-: -':,"',., -.-- %i:�-� \"I�'1,-�I�".:"-`-�.- , "�,�- �,1,'�1-��-t,0,,1I �.---'-, ,�I-.I �,,-�I1�,I, �,,'1�
, `I� 1.-,�, , -1-", 1 %1.� : "I-, "..,- , --. -_, ",� -�1._-�0-�:'-- , ,\-:.-,--,,.,,:---,"-.,� 1.*�, ,;--,n,I �''
�,."','�I.-I ..��.� , ��
-- '^.'11I�-1-. X�.I� 1*''�--, . .,-"� '' 1 - .-,.`"I i'1: I .�-.*--:I,�,�-,1_'�1,�-',-I.`���:��r,,:..�� � 1
, 1-,.­';�. �-. . ".-\�� ,: 2A .I 1..e- , :'. 0:-. � , 1,�,�1,�-11I�,,I1,,,%: :\-:-�- ��"�-,�-I-`,,",.I �-- '� -I,_� ,��;,, ,�\,\1%� �� �,1, I ,
.�-,��'1-.,-'-I"­'�-._'� "11.I,.,`"---- -.I,.'�,.,-­�- ��-?,��1 -
.,,- 1`,-1, . 4 .�­"-�,'- ,,.�': ,- ,I,.N,_�­-1-',, �'.I,, -.i1�.-1 .�­ "�� -,I �X. . �1 I � 1.:i:,-1, -I. 4*,",-,.".--`, l%-, �­\..,.I",-­',GI ., I ­, .,'1-, ,I : _:I� �,"
1�, .. �� -:.1,1'. :- , M-I-.�.-��. �',, l\.-,- ..I : .�_I-�-­,- . l�-::.W ,I I,-.�- � :.,",-�,,.1--. ­-,1�'. -I- " -W.,--:""-.,���- ,-��. - ­:""-�I .I..t �I� -�. ,,��.,-
,.,';-, - . .,:`,.� :1.1
7- " -"�- "1-,-�I-, `
'',,',",\1-I,,*. --.,1- '% '-m�1� '..�. :-�-'.�.�1\­-...,1,1�,,.,I *";I�, - .',,,. :.. ,­:-"
,c.��-'�.,,��-N,`-�:.,"1- -,� 4 1:"� -,�- - "1a ,..-'-,�-..� -'1�.
'-"�-n
.- .\ :-: '.�­, ,.-,-� �- �"- ,�.","- ;:�
--,-, '. ,-.,r'�.�
--.:�,�,I�- '� �-��� ,-.-; �, -'� \"
"1�V.-"".�:l%,,. ,v --,",-.,-:_��,,`,
I-.. I-��'\ -,.-i\,, w: .,T, �. "'"I'll",�, -.'-1I--" 1.'"!� a,,�,''-1.-II -�,,-- I. :,,-�"�� ,i1-"_,' "­i
­�1 '- ---]I. - " ,_.1-"�41,�: �` ,--I,.,- - -,. ,,�,
,�� `.,t.-,"..'_. '-.I1�<,".1�:` Zi11..I- 4.-.-, -\. _� .,`-, .6 12��. -.-1':1-�-,I --':�/ ,,,_�.�,, .--:---,",,���,,1I ,,""�1- �I .. ,\ .�,. --.�.,�,".�I.,1.�,. �11_1, ,I �� ,,"
I�.,1., I ?W,,-,. . ',I ��.,,-�.,,n�1,-�"�� , 1 �
�---� ,1-.,\a,--S. .-;1� -��,-1I'-
-�-. I %-I.�6'',, ,, I"��I,.',. . \,-I . ; �':4.I,-,: ,I1-, I -:�-W'-�-\1I I,*% ,,;\ ,%­-,'i-:*. -,, �.-1� -" I., -I Z� !-.. I" .+!-II1'NiI ".',
f-,� .� -II��1� --1`/ �1"." � , :� ' \ �"\�'i.��:.I�,� �- 1� ,�I -­� , -'-�.:1, .
,"., ,-i� 1 ,P, ..:�,-�-� 7/ :
I II - ., %" ,,-, I" - -I � -�.�_ 11.- ,."��--- 7 � " Z,'i,',. ,I.� �I/ - r- -, " I-* " II 1
�,:I. .,, -,- �--, I.�\ \,'*71�,.�"-"..-\�.:, : --\�. ."-.�'..-
,-.\i�\.­,".� �'''.-.'.,. _����-',,��-I ,-",�,
_--""I. 'S
. ,\-i-�NI,- "'- ,"- ,,,�'iI: .�, I �-� "",--11,--,- 1I - -"-,. �--*- :�1...- ��-,1',. ;��- -I
;�-'-,---" -�'�-1-,"--%1_-, \--II,-� -,,\ . ��--t--I --I1\�-,�-1--\I_m,� -�.-I .I�,1 ,I I, 5
-I-- _
.�1 --.. _----:---�,
\''--�7-.-Z--.---I �� _--I-_1\ -I,W�-I \I ------- - -,- I--
--,-I�-I--\1-1-"� - -I---"--,I,-I
---,,<.�.---�-;---\---�/-I ---:----\?.��"-\_:9�--`-:--�- -\�--,-�-,---'-:---\6��n
-,/-:--� ",:. -1I-- 5-1_:--1---o-,�<-4----I,:_"-Z;I-�'-- ,-_--I � -- --1L`,P
-.I-- , ,-----------,\17`\--I � -� �
.---II�- 1--t, I -,-II ., - -P' -�I II Ir-'-1-"-----II--
,-I-�.-�, -I�I-I I1\ --�-
--I --�-�-� \-�-� �I--
I/. --�-�� \
-� "-/)\I,-I I--
-
�-./-/- C---
�I11--_-I--1--1/II
--_� -�----I -�--__-_'--�-,�-I�.I1N.-�- �'II;IIIIIII:"II,�����;�:11:I�I:11�I�
�II1III1I
Z0-I�-.-\'---.-;-,/----_----,I--\-�
.;-.----,--,�-,-------�--n----
�------
F,4�iI1fIiii1IITii�!�,��I��iiiIIi�!I!-I.!-I�i�.��iI��1IIZ',,,:i�I;�iiI.iI�I1�t�i1II"�tsi�II��SIiI��1iI��iIIIi1�.�����
-�I"-Z--I-�-11"r-L
II
I)
� --,
\ \ `-' _.
�\ __- -
\ \ �` �-
\ , \Y -` ,
�.
s \ ,_,\ !
�� \ 'r \ k \� �\ �\
. r
\\ \\
\ �\ `�
_,___\ ,,
,--/I
�\\
- \ \ �\-\ II /-_------1-I---1---_--I--
-
D I \ 1 I
--,------/--
,-/ �
�� I
5SM _ \�'\
\_ _I -�' I� 1---I -.-' I--�----/1
r,1I�",i,1�I-II,,,-,IiL�IIi1II-7-��,��I-I;vI-",I,-I���IeII�I1I�,-III,I�-1I-
L"i--1\-:j;1itIIt�:IiI�:I:�I;��III:I;�I�II;-I����t1��I�i,IIiIi,I:I1II1I1�:IIIIIIIIIIIIII::IIIII��:��I:I�:
/� ��,�,1I1,-
,1 1 1: � 117I,
--�t�
�1ii
�-;�\'-
\�\n----------�-�-n�-
1 TOP= 1.28 \ N �\ �\.~
, .. ., �-\ .6.1 5, P .32
-,.. -,
I 1I
I I
"----"1---�I--
-�-"-,-,---I-- ,-\Z ,)--Z,--�
-----I�� ,�,
-,-N-----i--I\ � --�-! I---1
,-� ` "---/ �-:I�- ---, ��� �II ,; ",�
- -\-
- "--I,
,�,x �--�
- -�II
. , .I� -�-, , .-� �-
�) ��-1I--,-:a--
:-�N----,-�/�--�-"1-
-- -V--/ �-'!I!--�!1-Z--,---,---�
,�'F�,-.'�1"�-I"I1i1,,�,,:,,;;,,���I`,I,I-,1I�I�-1I�I,,1�,E1III'I-II-1�I,,--,i-IiJ�-,;"1,�III1-I�I�,1III-I'i",ff1Ii,I'1I�4I-"��qI'11,I,,4-I�---�--I-��I�-I��;I,,-I--��i"I�
-
,I�, IF1�,�1��.�I I,I��I1�;II1I-1 i,�I"1II
-4-"-"----,�-�I---� ,-\ji1�IiI�
I�II!i9�11111�i����3�I��--.I�i!,n�ii,�IIiIIII�',,�
�:-/ /--t -V---�-�--
g / / .-----may v� / \ - c -_
>
---",": i.-D
�° \ of
, w _- - -:: � -� / \ \ \ I --, y__ -----
/,:� �.P. I V / / v
/ / _ ---- h \ i A I '!
y✓
/ ,� y _
�. \ .., i
a ., r ,__;
Q „s - / n
:mow \�\
. / ---�/ / r
k J/
,' � /
ti r �, f
�+ �-+-
1.N. �./
! 3 _"'' -�
1.. 1 �` ,
l T�
`� .�- f
a•
1, - ..---
O �__
.P /
mow:
s-----
r
a / r
�� D
_.. r
/-
•
,xsTx''r^ """`" fie: �;'..". '�.___.__ .__'_`".- �.''
�.. ,. \ _ "
,
r
,• , '-'^-
`"u.
/-''
.�- \
A.B.Q. •��� ;� �.�, --_
z \ _ -
P A'R`K1 /-
s ' -'
r
A
.. „ . : -. . ' ' h � ' ^ %"� ., ,. "?J-� *'mom $ �\<�,'x. 2 ,,. ..
' .. ,, .,
,
„, . , ,,
_ d� t
,
-4 _._. ice'-_
,• ,.
>'--
a
lJ �/.
f `
8 V r \
0
v
,
..
,
�:
" �. f
�'' r
.. , R I'VE
__
D .A
,.
- t�"fib -
f= x,.,
1
r f 0
" cA O 1r
I
,r 1
2•
r �
x,
2
i
R n -
3
1
\ -
X , )
3 `
t \`�
2 �-a\
1 , Q '� \ )
` ,.
l , CJ \ �\\\ \ 1
1
r
0
I 1. '. \•�,
p P' \ C`� \
r
- : _ - \
.. -
}
\ /
\ 2 -� / '' ,
,.
t� s - >> , I
-�' /
\ ABC \ \ G, ,� \s
ARKING v' \
1 - \ �'��,
&4 y \ vyam tab y ,/ / y� y
-^ ..
■ \
,4e \\ / /----�``� _ "__ fit"
�4 - �'�J �J Ate' f �, �_• -i
- A<B:C \ -'
_--- -
1 V ` �y�
\\ �;
-\
,
O�
- - ._ : \
'
A
,
��'�_ _;
\\
Ir
:
g:
.,
,
--I ---_\-1�1-_-::-1 --Z' 1�-:--_--I) -I--,-,--ii<<----\11_ .,---------
,-�I---- .'�/::,- "-/I - -- "- :�----�I I -I --Z/--
� \
s5",-"-X--- -�-_---1--�--,,-�,, "-I-�
ii. i
- I;.
it
///r^`
t
F/
''a
1`\\ 3"
-. �/ 3
1 ., \ / f - g
J ff F<
/�f f'
\, - ---�
30 - ---�-
�/,
.-�,I1.: 1�"- -1-� ,-,,:--,,-'11111\&-"-�-`1,*:1'-- �-.'�"�� :1-_,--n` ,-�I-� . �­-�1,.--- --,,'--�-" �1�I- 11� 1,, -I.., I -,I , ,N -I I -I�-,c.�I-I� , � -'�1\ ,�r--<0 I_ --.--- ," Rr0rU
I�:I 1, ', .:.11,'. .,_ 1I..-,,�1,"� ;�,-" ,��''.I,:-��-�"I.� ,�I , :,' -,.,:,,--..,;�-,� .I. � -- I - �,. � -�,-\'I � �,I':� ,,-, , --i.,�: ." �I..-.:� ," "� II,11�"I�, .-.1,"�I . -- .- �l- ,.� '1...-- -��',�I �,.1.."1.- ,,'-- -, II -�.-.:�.-eI,�'� 1.:"�1.I r* .1 -',*,I .--- . . -I ,�II I ,. .,. .I, ,- , . I �� ,, -
,��- -1111-":.. , ��1',`,1- :��I,, �- � �, .-I:,�:, ' ,, I". -.,,. I, �, .I- '- .- - ,.- �-I.',:I-- .II -�, ��.�."-��.- �,, .-� ,,�-',',� �.t,,.,:, `,-I ��-"I-11:I�:. .,-'- ,,� ,-,��-, I---, ..� '�."I ; - :� ..- .,- ,I � 1, '�
. . .,:��� . �:I,-1I, - ,,, 1,1,I�-:-7-, �-1-�1:I -: ,'- �t .'�-"-,...1� -.:-'..a�� ,1�'� %, .,
, 1----,-�- - - 1I ,�-1.��%I-".V1�:- -.I...:,,1'
,� ;����- ,-1I -,­-1:. Z '1�-�- � ,-. � �. -1�1 --�":"I ,� --;::\I*,� -�� -I.I-, ',1"-�-,� � ". �1'�:- ��- I�5' 1, I'.-.II�I�-I-- "- I�I -,,::',\I1I�.� � I, -� I ,�-1� -_:.,"-"lII'I11.- -�I. ,-11,I .-l�I- -1-� -� -� 1�,, �,1- , ':--,.1.1',I ., �.I,1 �-1; ,,�1,*, ,,�..��I.1, ,.:� ,-�'-�- .-- ,� 1.�.1",-.0-I. --� "�.I,,,�1� .1i,I `,-.I"-�,1 .,-,,1�- . ,"-_ 1.I . �Ii.. -,-1I1,,..�",I, ­�.
-:-, -`-,I .-���-, ,, �:I:.1,1.�- �I . �-, ,1,1- Z�": ,-�� ..- -,,-��'-1--� �., .*.1 . ,I, .I:- -.�I .--1. -!,I,I �-, II , -.-�-t ��-- .�.:1,"1�,1" -� P.,,:1, .., I - 111%,..'-,, ,-.,� .,I "-�. I, I ,- ,�,,I .,'1-Z, I-"�
,,, ,-, r1- , -�-'I,,�1� - . - :- � 1\
�.�1 ,,� �.I.,-., � ,�.w. 1I,.i1,- ,R�.-,'1I, l,.1-�-� ��I��'- .� .I��- 'I , ' -,�1III- ..-: ,, -,1�I. � i,,�---. .1 1,.1, -:�K-1 ,11,..�1,�" -, '�,1,��-, 1�Y -1, ',� ��, - --,���.�,'': ,-",�'-,� -�11-,�,,�. ,'', .�\,--�I-/ -,�,.1,- "'� , ,,N,,'-., - I 1 1I .'," I '�1��: -"� - IIi.1.I -1�- - I)- -, : I, --I -�' - -.�1, �� - I I I ,"\ &,I,I�/I 1.I-I .,,r -1- -.--'.-"-.1,�� -.IO�'�-I0:��..- 11-�- \, ,..� 1�I,,,. -1�..-
.-. � I4II 1 I,",, I'1-"1-"--i,I,�"1�-.
I
- - I�,�-��-%I . , -11.�i� 1� ,: -I1---L .-�,, �g e,,I �-. . I -;�. ,.-.--,I,I : , -I I�I- " �1L- II1, 1�- ,-'-I, � / I, Lk"- �� :I I"N1.I ��I. � 1i, \�--,I,-Z
�.. �I -r.�, '�- - I1IN 1.
1� �-.-, \.I . -I-:I :..'1- � 1.� .,---, -.. *:.-.1--:/�.�I"! :I �i-Ii .�;� ,. � ,Ii-�:I � --I-:I-I: �-1�I., . � I_1,�.1I-I1L
, -1-,-t�11I-.1,,1. I :\ 1l,.� \ I,�,:�-� ­�-��-�-.--..�, - I,-I-���
11,�- 1
II, . �\- 1-�"--'.II"�-,\-, !-�-1�,\�. �, --" ..�,,I
,', -.I,�I �I-1, - �. -�, " I\;;.-�.-,,, �-I� -'I �\:, . -� -,�- I I", I . �.iiI�.. 1,',"1� . �1 �-t:. - m9 wI ,-', �-', ' �I I-a:lk,1a:. -I.-�1-. I,i. t��-,,--1,-�I, ,N" �"m1I -:,�-,\ �,-1 ,�1-i�- --:. 1-'1-
,. -' 1,- -1�,-.1,%�III,�-� 'I�:1--�
!-- N I"-"I,1--1I 1- � ��,I `11\ ��I-I �� I , -I.II. . -1. ----�--- I--:� .
��. :..-� -- .-: ,I ,-, -:I Ii1:�-�-------�--I �.-"�-I,,-i� .,- �-, I--I."'II.���-I \ ,1\.1-­� , -,-� --I"---��\--
--I-� -0'-\�\1�-��-1I\-�,--�-\--,��Is4r0--,�----\ ,-< ;-I ---I- -: -I--_,_-�I,-1��-,--_ -,
--.-M---_.----.,,-� �-�----
----- ---� --I--------�-.-_-,-t-� ,--.,---r\-)--(----_0,_3r/---�---�i_,-------6-,-
�I_-�"--� I�:--(----:--,I/----e-\-----
0--/-\-;0-I-0-,�-"-I:, �--1 �,-I-.G-�--l\-0--�'�---0-,--,,I,.'.-,1.-,1 ---,1�---0--1�
N V�-I---I /! - -> qIP- -- � \ -I.'ZN
Ix---------- \--\\L2(O----�-,------11 ,"---- A-�n�I I\ I- -�-,......,,,JW-\"
--,---�\ --1-II , "-- 1-,,It�-�-,-\-II -4/-- ,--\\- �-
11.../1-:�-,�,------� -- :-,-- -11Z- -__
-�-----
-1:-:e-.----,�-�--0:\_�--
-O--1�-�0_---�0-V1 --- --,,, ,- -I I- , -/
-,---/-'-1�
,-�. � � I"---------��-'-,:�\'a--\�\ -I :-,-,----;::g-�--I"-7----;-�-:-I\,-, ;--��----"
:
� .- -- yA
,.. .. -t1:II .I---.'. .�.I . �< �. � ��, -.,�.�"�"I­ ."-CI�. ._-II'-I ..- - I":. j-I-�.�'--�,,!.-,.� ,�" �.,.I­``�.�.,�A- I.a. .-� 7,,,-I1,.�.
,'�'---i�--, ,.-,.,I-,I :1�, �, ,.� 1'.",--1,"��-�,-;111,-I,."�.-,,"�: � ��. . X I .11,"-1':
-.-:Ii,�-%;.���
--,(---1-4 , -------:I-----'--I\:,�a,�_:--- -� _,-- --Il--�- --I :� I -A\, 0� ---------l-�
_----\--� I,�-- -_--5--------
---, ,-I- /---9I11- �--1�> �- -,� 1I I -,�O---_0"-,�,-"I,� 1��------�-I
I 7--- -�_/--- -----"II--�_'
j t"
(I7 /
I i / ,
ca I \
1 Q m i /
a.--
r
W /'
r /
1 1
V\
_ -- / } 1
__
1 U \ 1
4 >"
Ln
Q q
\.
c� \ _\ ! I
i
( •:
e=
- Q�
1
I
••
4
5 �, J'
I
/�
1
Y ' I
r
.. e'. -
0i [
{
\ !^, I =!
-
�/�j
4i
N f'
'lr \ ,
i
\ 1 "` \
..
1 `© W F- \
44 z \\
V. may\ \ j
�' - \ W 4
y' a
fW Q I
N W 1 I
)/
.«L I, "
1 \*.
U
, 1, -. -
tee/ ' •` .. . ., ,,," , n .. , , �� r}_ �. _-
�� �� _.w rrr. __ �� -� �- vb� ar �� it ,� �� �, ../.. _ # �.
,
�w �. _ �.
I �, 3
.- a-r
r_ � :ram � �.. � ,
\�\J
-i
-_ I
.� O
A.B:C.
/ ..
�R I:VE`
,
-- ---
',
_ _.. -. . -o : .
�r
r
i._r
%� I
(� 43 ', '
t W 1 // \
_.
® ' LL. \
L.LJ
v
,>
- �� ,',�''' ,11-�, -��-x _"-- -,.".I..-I, -----"- -, , I,", ,�- -` -','��i:--,,-;II�,-���!'.3 � ---0'--��-,- I ,�,,-,--i,- --,,11,,. -�,-,��,��-�-, �-- "--"-I�'-I �m-,�wm, --,�-5��1"-,M - g� -��_." r v�",-g,�t-�,:j,,,- M­,-G,1�'Z-' --, --11 - I- -I 1-� 711"IIf�,111 1"- "�11I 1 IiI ' I I I 1I
tr+ti
¢ ? ;i
t.-._a
r
:,..N >�
,.sue. t
4 I
'X .x� r`... f t Wi'R1c '$ f
J
..- tr 'w,.�-... r
7
'
_..
- ,--� ,� / t "--,- , I[ I � � \\\, / . I �' ; -- - ..�.. .. -.. --% I - / ��-- / / / , I
1�%
r-
-
Is= - -- - / ! ; " I :c ,
----� ! I Z I I ,
-1 .1 - 4i,:: I 11 '7 11 , , I 1 j ;
.::,�,� " I
� .. " Z:::���� � I
2: --------- 7 // "-� I I i \
/ I 11 I t I
11 I :
111001
i I
qql" 1 , j
CD 1
. RI
EVISIONS PRE RED 8 '
I CRY T L OII
AST EN INEE ING, P.A.
1
EIS =EXISTING IRON STAKE � p I:I:; I F1DknrrN; � I ,-"[M , -IIII .L.> SIS = SET IRON STAKE on - lido 1 -3 EEDOId RAY - ERT, N.C. - 28539
U REVISIONS: 5ET ACKS: �;- 4 N/F = NOW OR FORMERLY ._ h ne < 0)` 325•-0003 Fax [phone]
FRONT = 125 RAW `.= RIGHT-OF-WAY NOT RELEASED FOR CflNS'i'i�UCTIflN,,,,. taalcc grin com avid I. Newsom, PE
6 j12/07 PER OWNER $
--� sfnF = �5' M.B.L.MINIMUM BUILDING LINE111,
tz1 ./
11
3
HINES FARM ROAD
RM
PpNY FAR
M RD
MILDRED THOMAS CT
� ,WC JARMAN OR
VICINITY SKETCH
NOT TO SCALE
O
DRAINAGE PIPE CHART
OUTLET
AREA Q10 DIAMETER GRADE LENGTH VELOCITY
PIPE (acres] (pfe) (inches) (%) (if) (fps)
"Ai" 1.0 T. 22 18 match 88* 6.6
"B" 2.88 12.4 24 match 52* 8.0
"C'" 3.12 13.4 24 0.72 180* 6.8
"D'" 4.79 20.6 24 0.58 328*
OE 3.73 16.0 24 0.58 242*
"F" 8.52 36.6 30 0.58 362 7.5
,a "
G 11.4 60.7 30 3.57 56* 19.0
* In��luding FES
** Flow attenuated by pond.
F1.ow from Pipe? E attenuated by Pond.
If Area <10 Ac: Tf Area > 10 Ac
Q-Ci1 Q=281 x DA RCP =Reinforced Cancxete Pipe
tc=5 min - where DA-A 6 40 / LF Linear F eet
i1,0 7.17 inlh%. FPS =Feet per Second
C-0,60
NOTE:
1. Gantractoa^ shall use NCDOT approved RCP or HDPV, (2 wall) for all pipes
underneath NCDOT and/or Private roaidways.
2. Contractoac may use NCDOT approved FtCP or HDPE (2 wall} in all
other arres including driveway pipes.
RIP RAP SCOUR PAD SCHEDULE
Sized using NY'DOT Dissipater Charts.
VELOCITY LENGTH WIDTH TYPE
RRSP # (fps) ZONE (feet) (;Feet) STONE
1 6.6 2 9 5 Cl"B"
2 8.0 2 12 6 C1"B"
3 6.8 2 12 6 C1"B"
4 12.0 2 12 6 Cl"B"
OI.FM
I-i
x:„,3 3 �-
R <
1 @
�y }
� ( I �11111111/ ���I��,�
het''„--s.� / - p .-<. Y & °tip #'�'`� s &s
s :.' - -?
DIVISION
�..
L-<9�,ZKA
/ (M�, \ �, N� I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
I �� DRAWN FR M ,� �� ® 0 DATA TAKEN FROM M.B.36, P.G.152, AND NOT FROM
11,
w�/ AN ACTUAL SURVEY MADE UNDER MY SUPERVISION.
\ ,-,�
j
t = JOHN L. FIERCE P.L.S. -'-L-259fi
I
��
r '" van
1 `s\
1 u�
t .�
l \ n N
\ \\,\ I
1
< �-
r
\ ftv xi
1 : s,w
IZ - ..:..- "?.:.,¢. ,... -`:s-...2 ri^ .5" it ....:: , ., ;.. G - -'.^.
G.?i. a ems. ,. n,.
V
R
v:
r.
mow- ,., -�-:� `�
f
y
`k� r
z?„ °, _�. & „:ram .., >r:�., gx�,"'s..;,,,,.,.-.. �-%- .:c. '
.. m �,.. ,. �''.,.. x ..fit-. �. . �-...� s -:.:
IF 2
\ x
�v 11
H ,r N
1, I
1 k
Y
IMv`il a�g ^
�i ?n / `
1
1
1 1 i rid€
�_�_�.._-----1{-- v „.
r';"'r i:' E" § 5b:+ ,,.%*"aC
' r
2-- d �ry
�ry
ic.
1 �,
�a Y
c�
?%� Sa m r$ 23/
? r'
'N
�2 �3 �`s 1 � � j"
S 3""y
r�r
crs�,.t
�,. .v
x .
a
xH
. .c-4 x`F `aY s
,
v
..
< .3. EROSION & SEDIMENTATION CONTROL PLAN
GRADING & DRAINAGE PLAN
8
-- -- -----o- ----- -- --- FOF�
- ---- L
_ _
Y
6�
." 1. f9c,Y
I 1�14- C A E E EAR P
_ ECA ST L .
C
=- - IN
�-
- - - - I Wr W M W,1xPM:Z r(N )YA F?
/`./
------�, BURTU'"'M
INDUSTPRdAL
W-r-w--ArL&;L9�A
- ,
-' JACKSONVILLE TOWNSHIP, ONSLOW COUNTY NC.
\\\ ----�,
'�' P'RPARED BY
JOHN L. PIER"CE & ASSOCIATES P.A.
GRAPHIC SCALE 409 JOH N SON BLVD. 40 JACKSON VI LLE9 N C 28540
PHONE: [phone] DATE: MAY 22, 2007
© 4� Sa ,�f, JOB 278%85 F.B. P.G.
SCALE: 1 "= 40' F1LE: CAPE FEAR PRECAST LLC
( IN FEET )
I inch = 40 ft. I
SHEET O F"
11
1 , z.,
U 1 -4 f r
�_ ,
WY 17

i
I
P i:_; /
/ !� MILDRED THOMAS CT
/
/ "��\ II�I����II4i�II,I
/ / I//�IIIIIIIII
/!/ / / y 1 HINES FARM ROAD WC JARMAN DR
/ e / / / SITE
1 " ORMAND BARBEE CT
/ $ / / ��
N/F i / / O`'
Z\�� \ 1 / I / \---� \- -C-I
D B 365 CPG.322 -,--- N1-1�(�1A//--�
I-/-r
IIIll!.I9IcI;I�,I�;�.5��V
/ / / 1.30A ORES `®
M. .3 PG.152 / / \ 1 Gb
//1CC1/- I"/ /.1�\/�, I�\ I - -�- /'- . / �,,-. 1"
--,/ "--`� - -// ./-- , /7- "- , -,`-��-,-,�*/,1-,,�-",,1,,
�r,- , ,�-- //Z 00 ,1I; ! :�/` - ��-IT ,,'��I,-W:/ -�i-l�1"1",,���iI�,;1I�,II�I11�"-�1I,-"''��,�,IIl'�I�d �.i,d, �; I
1eA)-�I %-�----�/i.-/o--- -NCioI-, Yj
'f�/-"�-,/., / X�,- .-5 1�
V/PJ,-/,�-�-,,, ""/ .,-.���",'' ,, "-`'/,."-I,'--;",`�,/ ",-�-"-, -,�.� ,t�: ,I: 'I � �::II�I:�;�III�I���I�I��1�;I�I�����II��:I:��
- "1--I .%.,.-1;I-.1-,,1--�`� I .1 1I-.�/.:"1- ���.1j:,11,,-"
/ B 6, / (M.B.53, G.50) /
/ ® / PQ R,
J I / "WATER TA K -,, �?' FA�,ry �y®
/
D
/E` / SITE"
9 / ,� �`'-- / 1 BLUE CREEK RD
s, /
-��� yc ti
,r k.
/ �• �:. • NC HVY 53 �"
I Ad'�4 1 j
/'"(
585
/ /.I1, ���.: ,.1�
0���
/ o
�:
/ x
US HWY 17
22
x "^:..._ _.��.
�\ i �>� ' �• 1 US NWY 17 .�....--
/ %
h ��,�
�� Q
/ i I , I �' �'� jj `1
VICINITY SKETCH
^ t� 1� NOT TO SALE
__-- } }/,
/ / '� ��
!. /-
%-
�'�J ' .
SSMH/ � - , ,
_ _ /
/ Tap=45.o , �, ,=- DRAINAGE PIPE, CHART
IN 31. i6, +� �.
/ °,.;
/ / \ y� 1. OUTLET �' /\�.
/ �--
/ N' ? /�/ //<! AREA Q10', DIAMETER G1ftAI}E LENGTH VELOCITY/ / ( ( � P j / 5 / PIPE (acres) (cfs) (inches) (96) {lf) {fps)
/ /� ��� , "A" 1.05 4.52 18 match 68* 6.6
I - � � jf" / ✓2 "C" 2>88 12.4 29 m,toh 52* 8.0
,! / "C" 3.12 13.4 24 0.72 180* 6.8
WV / '`'' X "D" 4»79 20.6 24 0.58 328*
I.
....... ._.,
s
3.73 16.0 29 0.58 24
/ 2 ;, „
,� "
U
W F __ , , ,, , x. , ,x»..w, ., .. _ ., 8.52 36.6 30 4.
., <,,_. . --
w
, . �, . ,. - _., ,_ /
/ a G 11.4 60 * 19.0
r,' • 7* 0 3 5 6* 7 5
/ j
O 0d / * Including FES
s"� r low attenuated by pond.
_.. � - 1 F
,ea
F. „
.., ,
..... Fl
:�.,- .' ow fram Pi e E attenuated Pond
_ Y / , , . .r ,_. __ ..-- P
/ m. , . - „ ,
l
. > B" /
>,., r>.
_. „ .,_,
_ _. , iac ,. b
1.
y. _ -
a,.: ; ,u "ate. .,_, i
..
m r,r..
., >.
,. Area 14 Ac Tf Arda > 1
/ / F. x „ i / 0 Ac
i ,,, I f u . C. I'
r., h
=GiA 2
Reinforced Can r i ceteP
_ ,, Pe ,
Q RCP
., x �.
/ I I
tc=5 m n, where DA= 4 0 F n
vas x .<. .F .. , .. , A/6 L L� ear Feet
.a h t�,�
\
.•�/ i, 7 1 �.
4 7 i
1, � n / Ps e .� �F t er Sea F e and
\r :I
�7 P
x_
/ //
, •,
e
_, . : s ,
�i A c=o 60
-, , '" GRASS
.k�
/ /� / �-/ 1 NOTE
/ / /� // -/ 1. Contractor sha11 use 1VCDOT appxaved RCP or HDPE {2 wall) for all pi es
r / .-- -` / / :.. '� '-' 1 underneath NGDOT and/or Private a.oadways.
--;/, :1�- :� ---
,.��� .,`:.�,:�-�, ', � -,�,-,�I- -1I�1� '11�/ �-. -1� ,:� 1-, , .1�1I,� -,- �/I� fIIIII,1.-,"-",�I'�
-.� ,1'zI,-'::/1-I/I ,1l�
/ / --=: \ 2. Contractor may use NCDOT appxovecl RCP or HDPE (2 wa.11) in all
-­-
'' otXzer axeas including driveway pipes.
/° / o e-\
"-�'�:, ." -,-I.,- ',`' ,- ��-.-.,I ,,,,j , ,,��'.I, :-'I- ,I :11:I. r-: I - I,,. , -, '., I 4 , I',' .-.,,--;
~-' -- / / `" / I 1 : / RIP RAP SCOUR PAD SCHEDULE
_��'�- / :: 1 _ , , ,
/ / O / `'--
/�
_____
tl. f Sized casing NYDOT Dissipatar Charts.
/ / / ACC 1,;
`,. .. VELOCITY LENGTH WIDTH TYPE
/ / / EASEt . , - . t .
RRSP # {fps), ZONE (feet) (feet) SION.
/ / / �, -- _ 1 6.6 2 9 5 Cl93 R
"- _--t .. -. Q.�. C 3 6.8 2 12 6 G118n
/ / / � .--y" ...PAF C(NG,
-'-,/."
O / 4
/ / /-�� .
/ / 12. 12 6 C1nET'
0 z
/ / / / �:
/ 1
/ / - �' 1 1
/ W� / / / -''` r
/' 1 �.
'� / -'w. `f = DISTURBED AREA = 19.0 AC
/ / / / / / I 2 .�'
/ / / -,�� . . .1, I I - I -.", - ., . �; , . 11 � --`� - .1 -"- \
Z/I/ /// / / / / II1� --- I ,�1Z
/I �6
/
�`� i; `=- 1� �- �- -
---1- I Ill
,,1I,--� l" I I I,�I
/ / / I I 1
/ /0
- / .. �� J
O /
�'
/ � I L .>
f _
1
/ _ . r �:�,
` / iP II
1
LA
+>
U
R V1 SI ON S:
Qj
_�
6/12/07 F
6/21 /07 F
S"
a'
REF: D.B.1365 P. 322
6/1 fi/07 F
M.B.36 P. 152
6/26/07 f
/ / / -11 I I I
/ / / / - 11 . 11 :{
/ r41 , ► ,.0
s -43.43- -
/ /-/r�",I---11 11;,_ 11111 --"-/r, I U
/ / \ 1 :I,
1,.".-1, ',,. I ,I ,tI ,1I ,-, "�,�VIi4,:LI
,-- , - / '� l I
a
/ / 5 bti / ` I, 1
// I
/ / 1
II
IJ 200
11
1? 1
/ / / / '1
/ i- N r
/ ,� j
----- _,
-:/�,�-
j / �..
/ �' /
,,e`5--`-,"- -, 1- -, ,<-, 1-­-1-, -" -, - ,-- 1e I 111111,111­' -­/--/ ,,­
�/ /
/ / / / _ _< 1
/ / /� II / : /
/ 3 200' �l
/ / .1
/ I i % oo �
/ c� 1
4S 1
/ / fl
1 oo' �
/ /-�
/ I ' I . , [=
/ / ®® DRAWN FROMEDATA' TAKEIIF
N FFtTII
OMT BIS PLAT WAS
------/I11- ,"",L,,I l, I -.I , II-1I I-------111- -1',-1 -0'-41.',�I,/,,­ - I11 "., I"-! .-/",5
-\,r, --,-0I --�'1,11`--
,Z'I:1 ,L,-,
/ , ,✓'� 1 T. '�- l�>" A �' CS 36, P.G. 52, AND NOT FROM
HI I
II
I.
111,
11
II
/ _ - AN ACTUAL SURVEY MADE UNDER MY SUPERI� SION.
cn 1
/ 44
i / / + V
a w _ ---/
,_
/ }`. o 4 JOHN PIERCE 'P.L.S. 259E _
L. �.
"
N Ld
�, 1. ` t N. ,., j G SS GRAS�
_
r._
1 i= e, ' <y -
A B.....'. '.; ,'.,',., .
,
,.- v / - -
B.C,
,
n yam.. .. ,., < <. -..
,,,
.en, , ..
{
:r:... , o' , A,,. ;`Ca . ,
, V
:,..,
l ORI�/E
' /
,
D R,LVE.
is � .. , _ „
r•
- :.� _ .�,
<
,
ER
:....,., ::, -- .. - OS ON 8c
... '' , . --�-1, .. _ �` : SEDIMENTATION M EN'TATi ON ON TF`
/ C OL PLAN
/ /� GRADING & DRAINAGE PLAN
_.--- - I / -- - `.. .� ___. ---- -�,/- _ -_�- - --- - _-_ - -
i -
: f \� 42
�w�_
"-�/ / I ;/L\- ,\ ---';:i�I!��;I -j�I1i>It;1IIi,>I1I
\-- 1-IIIII:IiII;III
t r ,���.; r, z
„ . FOR
n
,-�k..
+
1�- I IM- / , - -1 -,,
n„
w u >_ -
�--/ . , a 0 +U .. r�
,,,---1/1-'I'---,s",�,-'�-"I'll�',M_111
�� _ :..�
r »� �;
��..
�n_.�x
CAP .� ,.��_�,-E E A
ECAST L�LCe
�. -�
.-�: ��:r.�wz
X . ter.
�1
.u: .x: - -
.., �, .--
�, a., �z�_a_
f
I in -i I----/
� h
.._.._ _.._.._.._,._.._.._,
\. I; .. .. .. -..-.. BURTON INDUSTRIAL PARK
-------- I - - - - - , , - -- P_ ,_,. _" I
_
_ _ x w
_ ._..� .._.,_ -• _.._.. /6 WIDE,t{ - 6 WIDE DITCH _„_.._„ --„- ,- �,1CKS0N VILLE TOWNSHIP, -„//
_. _. __ .. ,_„_.,�.„_„-., _.._- ._ ._ _ ._.._.,�.._.._.._. � ._ „� ._. SH ON�LOW COUNTY NC.
N F i I� ® PREPARED DY
-� LEQ H. WILHI TE '� f/ f11 /1
, jJOHN L. PIERCE �c ASSOCIATES P.A.
-�
,I
I h
1
11 i RED P E REo-1 I . _ `� ' 409 J®HNS®N BLVD. JACKSONVILLE, NC 2840
LEGEND; GRAPHIC SCALE
EIS = EXISTING IRON STAKE CRYS L ICOAST ENGINE RING, I,.A. PHONE: 910-�346--9800 DATE: MAY 22, 2007
SIS = SET IRON STAKE FM(n D09 T; b) � 17 FREEDOM SAY $UHERT, N.�C -�8539 ao 0 20 ao so Aso
SETBACKS: N/F = NOW OR FORMERLY ho %910) 325-0006 Faz (g10) 2�-0060 J06 27571�5 F.B. P.G.
FRQNT = 125 R/W =RIGHT-OF-WAY NUt RELEASED FUR CONSiRUGi1t�N
OWNER vww.cr o ste eering.com David K. Newsom, PE
SIDE 35' M.B.L.= MINIMUM BUILDING LINE SCALE: 1 ��= 40' FILE: CAPE FEAR PRECAST LLC
OWNER REAR == 35' C/L = CEIVTEILiNE
o WQ I (aCrr FEET )
� DWQ F 1 inch = 40 ft. SHEET 0�
(li
: _.
I i
N_ ..
€ i ,< i , 1
c .-
- -
11
` _.__ -
I