SW8040937_APPROVED PLANS_20041118

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

Ll
S-! 1. �i. t1i 1., .I a3 ___-- .. _ - - •-- si.,i: �,. ..__-s+•Yly.�ci t.LljLaiai.: �:if__ _i'v �_s: .. _��; .. _.
SWALE CALCULATIONS
Area Q10 Side- Channel Velocity velocity Depth of Flow
Section (acres) (cfs) Slope Slope (bare) ( rased) (grassed)
f I-T �3'I- T� -i t3 - . 7�
2 - 2 1.0 4.3 3:1 0.43% 2.5 1.2 1.1
Q=ciA Fraction Factors
C=0.6 n=0.02 Bare Earth
i10=7.17 in/hr. n=0.05 Grass
v= 1.49 R 2/3 S 1/2
n
Note:
17--Tee site plan for typical section locations.
2. Sections selected are worse case sections.
3. Line swales with American Excelsion Curlex Blanket.
Liner is to be installed per manufacturer's specifications.
Fzisiing Design, __ -1
3:i SWALE Ca 0.44%
t
s.5C
r 35.74
x 3s 4s
36.5 36.5
1 - r N _•
'.•: �.' _ �- i • - art 35
37.0
7 8
4
ebh
EXPANSION JOINT CONSTRUCTION EXPANSION JOINT
JOINTS
rExisting
-
rExistin
- -
- - -
'�•7
CO
C121 fE SIDEW
LK
Design {
tins
iDeign {
I Design
L_35.
{
_.-
-...
L_5
137.64' existiri
NOTE: CONC. TO 13F 3000 P.5.1-
EXPAN5ION JOINT5 TO
BE AT 20 INTERVAL5.
SIDEWALK JOINT DETAIL
NOT TO 5GALE
SITE BEIN %�-]L llXjnlu.
R.R. SPIKE IN PP
ELEV. 56.24
NOTE:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior
to any associated work, notify the staking entity of any potential conflict,
error or question regarding the work. The Engineer shall not be responsible
if all of the above measures are not strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall request the staking
entity to place staking in an area where its preservation can be insured.
Rev. 11/04/04 JJ5 - Added sidewalk detail and dimensions of parking area 4 building location
nrls --
e-bh rn corrt
i
np- -gyp - ..
aois
.,
I
existing
parking lot
I ''
0 Iv
STABILIZED
R=20't
36.5
36.5
q
E
PAv-
3
4
4' chain link fence
Existing Deign
i SWALE
t _ 34.22
J=xisting Design
�t SWALE Ca O 44%
LEGEND:
OISF - Iron Stake Found
R/W - Right-of-way
( - Centerline
MBL - Minimum Building Line
STOP - Stop Sign
- Traffic Flow Arrow
7.0 - Existing Elevation
® - Proposed Elevation
- Ditch
-- Pipe Label
RRA - Rip Rap Apron
�] RCD _ Rock Check Dam
{� 5T#I - Sediment Trap
Yl - Yard Inlet
EYI - Existing Yard Inlet
CMP - Corrugated Metal Pipe
FES - Flared End Section
f- - Flow Arrow
Silt Fence
OMH - Manhole
OCO - Cleanout
55 Sanitary Sewer
LF - Linear Feet
C3 WM - Water Meter
O-K)EFN - Existing Fire Hydrant
- - - Water Line
OPP - Power Pole
®PB - Phone Box
71FLP - Light Pole
-- GW - Guy Wire
❑EB - Electric Box
ohp - Overhead Power Line
OCATV - Cable TV Box
O- Lot Number
,q75; - Ad joiner Lot Number
2 - Landscaping Island Label
° - Proposed Tree
O- Proposed Shrub
ELP - Exterior Light Pole
TRACT DATA
Acreage in Total Tract ........ ... 0.48 AC.
Acreage in Park or Other Usage .... 9,720 S.F.
(Commons Areas - Private)
Acreage to be Disturbed
or Exposed ...................... 0.43 AC.
Zone .............................. TCA
Existing Use Vacant - Undeveloped
Proposed Use Townhouses
Type of Units ................. ... Two Story Dwelling
No of Units (Lots) ................ 5
Ownership Status .................. Fee Simple
Density 10 Units / Acre
b OVERFLOW i Max. Percentage of Lot Coverage ... 45%
SWALE Proposed Max. Lot Coverage ........ 26%
34.8 INV. 34.7 / Existing Iaasign Minimum Lon Sine .............. ... N/A
1 34.8 J'I'.I TOP - 33 61} Average Lot Size .................. 4,606.6 S.F.
Approx. L.F. ..Drives ........... ... 262 L.F.
34.5 circuit breaker
Approx. L.F. Streets .......... ... N/A
PIPE FIN-V.
IN Ip L2_ sL'F. I15" RCP %--;t - peel Deed Reference. M.S. 46, Pg. 218
ff - - - - rE i5t gn�
IEnd of Sidewalkl D.B. 1981, Pg. 192
. _-- - - - - - - D.H. 2267, Pg. 171
-IIRF2 3yr� I Tax Map 352, Parcel 6.1
- b chain link fence
5. 4 y} O --
-
5.7a -ohp _-_Lpp ohp ohp o p-
F.E.5, SAND FILTER - / 33 ae
�jpN �XiSting >• 34-pd`
X 3 1.69
3Q, INV. OUT Existing Deslgf•li Desi n -- --- 34,06 >K 33.46 le 30.G0
ER 3 I 8 I - \ \ 0 32. 4
34.21 L Sidewalk J 94 ST#2 Existing �,
6 J �pcsign X 33.72 X 32,92
M 30.86 ll M
�y!�' tRCD, J cop
34 1 I l�( 33.31 ���
'$ Existing Design
ExistingDe Y.I TOP = 33.511 \
g Corbin StreetL
INSTALL { L _ NV. = 30.0_-I
-
- - - _ \ �
(�.7.0 -� I�/ - O1 1 ... - -
s (Public Street)
-.Fub Me 90 - R/ W
L
42't Asphalt
Terry Lane
I
R=20,t Glover Real
Estate, LLC
-D.B. 1661, PG- 564-
RM-5 Zone
Mobile Name Park
13
o I
CI14AMBER O
SEDIMENT
N y
3h\,
34.6
!lie,r
1,-
.r-1' 11�If1f30
J`l lCll�n-Ills'- I
11lip •11=11=II=11=II=11:
�I��II =11�q� !. IGII�11�11�IIl=li= •s
11=1111=l1=11 =11= 11 =!I 11�11=lI�I!=11=111-�i1-ll _ rill I
1Ir11=II�71=1f�7f=,ll� I' �1C�11C�=11��%;�`I��11�tr ��11 -
T II=11=r1= If-111= II-1111If`"'ill=11-II�II-i1-11=II�11=n.-11-1'= --�Iu
=11�II�IIE111�11�111=1111=11�I1=il-II�IIllFll.�111`�-=�11 1 .,�=�ll�• �. 4ll�ll-
LIl:FG-Trll:;nil.,y.lfil�LrG! 1 `I Ir r 11tl� IE,=:11:11:11'1=:IL�,:IJR.II l�I li irhilnii� i Il.,, l�.ir"�I.1 IIe!'r 1 1T�11�11�ue
a
SEMON
UA
,,,�111111:111 „Irlllli-l1011l
�II�II�Ni=11: 11
��� --- iL,�,O---Ii:�1C�' �r:�E��l,�llr„• ,
11 11�1lQII=11=lt�lFl
11.��III��II�ril� 1�111
IN,
Railroad ties or other
- solid structure approved
by the Engineer
SECTION T'E
Existing Deign
33.87 J
rExisting� Tx
Design � is-t ting
LcTtt2 IRGD l
I5ERM UPI
6" MIN,
Missions to the
Military, Inc.
D.B. 547, Pg. 765-
E-1 Zone
Servicemen's
Christian Center
I
NOTES: 1.) Sand particles to have an average
diameter less than 2 mm.
2.) 6" pipe to be perforated and covered
with filter fabric.
SAND FILTER DETAIL
Not To Scale
-4
Z �C
SITE
t7 O
41.
�G
LIBERTY DR.
US NWY 24
BLVD. )
NORTNE4S7
CREEK PARK
WOL I DAY
MOBILE
1•IOME CITY
, CE
98
4
z
O
U
-.00'-` (LEJEUNI±
TO U5 t-IWY 17 Pp Ste_`
4MS
s'°Ro
VICINITY SKETCH
NO SCALE
GENERAL NOTES:
1. Total development area is developed.
2. All eaeerments to be drainage 4 utility at dimensions
shown, unless otherwise noted.
S. This project is not within any areas of envirorwnantai
concern.
4. Topographic contours taken from survey provided by
Parker 4 Associates, Inc.
5. For additional details, we plan 4 profiles.
EROSION & SEDIMENTATION CONTROL NOTES:
I. Construction 5e*%w":
A. Notify City of Jacksonville Public Works Departrnoent,
Enaincer, 4 Owner prior to beginning construction.
B. Lots are to be cleared on on individual basis. Limit of lot
clewing will be according to the plan as shown. Slit fence
shall be Installed at the down slope edge of clearing Immediately
after a lot Is cleared. Slit fence shall be maintained until the lot
is stabilized completely. Silt Fences are shown base on topographic
information in the locations expected to be needed to trap
sediment prior to entering down slope areas. Actual locations
of installation shall be adjusted to the actual physical on site
topography. That is, where silt fence is not shown an the plan
but the actual topography reflects a downward slope, silt fence
shad be Installed. Where the actual topography reflects on upward
slope silt fence Is riot respired.
C. Within 15 days upon completion of lot grading, install
temporary or Oer•manent seeding to areas that are not to
be disturbed again during street construction. -
D. Seed, fertilise 4 mulch all disturbed areas within 15 days
of completing any phase of the grading work. Apply
temporary seeding If any area is to be disturbed again 4
perrr►awit if areas have been final graded 4 accepted
by Engineer 4 Owner.
2. .seeding specification.
Apply lime 4 fertilizer 4 work into seed bed. Seed mixture shall
be distributed uniformly 4 covered with a clean straw mulch.
Mulch shall be crV n.aed or tacked to hcia hold in place.
Material: Application Rate
Lime 1000 lbs./Acre
Fertilizer (10-10-10) 800 lbs./Acre
Mulch 1.5 tons/Acre
Permanent Seeding
"Rebel Fescue" 100 lbs./Acre
Common Bermuda
(Bulled April 1 - Sept. 1) 50 lbs./Acre
(Unhulled Sept.l - April 1) 75 lbs./Acre
Rye Grain (Sept. 1 - April 1) 50 lbs./Acre
German Millet (April 1 - Sept.. 1) 50 lbs./Acre
Temporary Seeding
Dec. 1 - April 15
Koba Lespedeza 50 lbs./Acre
Rye Grain 100 lbs./Acre
April 15 - August 15
German Millet 40 lbs./Acre
August 15 - Dec. 15
Rye Grain 100 lbs./Acre
3. Upon nestabilization of all disturbed areas 4 swales contractor
shall remove ail temporary erosion control Facilities 4 grade, grass
4 mulch the areas.
4. Once contractor her completed job 4 site is restabilized the
developer shall be responsible to maintain the restalbilised areas
until time when the lots are sold to individual lot owners.
5. For additional information, see plan profiles.
6. For eroslon central details, see sheet 5 of S.
F �H CAR
SE AL
r� It:'U�%-ZC.aC�4c3`i37 = i 14575
STORMWATER DEVELOPMENT PLAN;,M; �`► "``�••
if
J�
v.� LOTS 6-10
BRIAR'S CREEK
Jacksonville Twp_, Onslow County, North Carolina
�oiJGr ;
Owner: Hunter Development Corp.
Michael Garland Tuton P.O. Box 10"
4 Stephen Troy Tuton Jacksonville, North Carolina 25541
P.O. Box 1066 (qlo) 577-1441
Jacksonville, N.C. ,2&541
(q10) 577-1441 DATE: 10/18/04 GRAPhIC SCALE: 1 "=20'
O 10 20 40 GO
SCALE: 1"=20' FEET
Parker & Associates, Inc. ;U& Hord
Consulting Engineers - Land Surveyors - Land Planners xOAs
FIELD BOOK: ad +r I Pg. 48 56 Sheet 1 of 1 P.O. Box 976 - 28541-0976
D15K NAMe: Arad 800f 306 New Bridge Street - 28540
PILfNAMF: 5r1arCk5- tO-5DP.DWG JJ5 JackstonvUle, North Carolina
JOB NO.: 5030327 34A9 Phone [phone] - Fax [phone]
1
•!
+ I
1 1!
1 � � i � (; 17 ! � � � ` 1 � �
! � '
1 i' s r ; I' ',' i 1
� �� �
�
• F
4 I
{
�
1

•, !y. .,. ..:Y.. '•"4}1'' °�Zf 7• r1`.li I�{vCY'ar. ,}tr f:r•Ni
- _ � i _ < < ., . _ -. - .... _ _.... . , _ � ..-. , _S'•' ��,. :y ''� !1'L.�.� l'.__Ft i�.�_� Wit! .� _�� } r.5' _
EXPAN5ION JOIN)
SWALE CALCULATIONS
Area Q10 Side- Channel Velocity velocity Depth of Flow
Section (acres) (cfs) Slo e Slope (bare) ( rased) (g rassed)
2 - 2 1.0 4.3 3:1 0.43$ 2.5 1.2 1.1
Q=ciA Fraction Factors
C=0.6 n=O.n Bare Eart
i10=7.17 in/hr. n=0.05 Grass
v- 1.49 R 2/3 S 1/2
n
Note:
;ee site plan for typical section locations.
2. Sections selected are worse case sections.
3. Line swales with American Excelsion Curlex Blanket.
Liner is to be installed per manufacturer's specifications.
NOTE: CONC. TO BE 3000 P.5.1,r
WAN510N JOINT5 TO
BE AT 20' INTERVALS.
SIDEWALK JOINT DETAIL
NOT TO SCALE
SITE BEM %-1 lirJGnl�
R.R. SPIKE IN PP
ELEV. 35.24
NOTE:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shell cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior
to any associated work, notify the staking entity of any potential conflict,
error or question regarding the work. The Engineer shall not be responsible
if all of the above measures are not strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall request the staking
entity to place staking in an area where its preservation can be insured.
Rev- 11/04/04 JJS - Added sidewalk detail and dimensions of parking area 4 building location
K 35-74
31s,q�
37-c
Existing Design -I
LL.1 SWALE @ 0.44%J
TX 35
M__
a.flrnF"
)IAv-
t? a24u
36.5 y i
K 35. I 'w- • 4�- Y 3
V1
11152
,
4.
Design
WIFS
w ows- rd ma
V,70,,- - - M­ ----a 1�1
SF
FExisting i7ei
CL SwALE 1
34_22
4' chain link fence
I
Missions to the
Military, Inc.
-D.B. 847, Pg. 765_
B-I Zone
Servicemen's
Christian Center
LEGEND:
OISF -
Iron Stake Found
R/W
- Right-of-way
q --
Centerline
MBL
- Minimum Building Line
sroP
Stop Sign
Traffic Flow Arrow
7.0 -
Existing Elevation
®-
Proposed Elevation
- Ditch
- Pipe Label
RRA
- Rip Rap Apron
LL=fl RCD
- Rock Check Dom
ST#1
- Sediment Trap
YI -
Yard Inlet
EYI -
Existing Yard Inlet
CMP
- Corrugated Metal Pipe
FES -
Flared End Section
r--
- Flow Arrow
5f
- Silt Fence
• M-i -
Manhole
0 GO -
Cleanout
SS -
Sanitary Sewer
LF -
Linear Feet
❑ AM -
Water Meter
MEFN -
Existing Fire Hydrant
- -
- Water Line
C)PP -
Power Pole
cgPB -
- LP -
Phone Box
Light Poie
f--GW -
Guy Wire
❑EB -
Electric Box
p1'P
- Overhead Power Line
❑CATV
- Gable TV Box
O-
Lot Number
, 76,
- Adjoiner Lot Number
_.
2
- Landscaping Island Label
- Proposed Tree
o-
Shrub
Proposed
+ ELP -
Exterior Light Pole
Acreage in Total Tract ............ 0.48 AC.
Acreage in Park or Other Usage .... 9,720 S.F.
(Commons Areas - Private)
Acreage to be Disturbed
or Exposed ...................... 0.43 AC.
Zone .............................. TCA
Existing Use ...................... Vacant - Undeveloped
Proposed Use ...................... Townhouses
_31L 36. 12 � r
36.1 "'' Type of Units ..................... Two Story Dwelling
5r h 5,r lExistingi rxisting� No of Units (Lots) ................ 5
I�s`'IlDesign j Ownership Status .................. Fee Simple
L5Tu2 J
q5' RCD Densit .. .. ................. 10 Units / Acre
176.3 to R/W I
Frances St. West
cl"
ohp
doiS
existing
~parking lot 0{
I 3
a N
0 1+
R -20' t
a
0
v
•' 35. �' r
CWAMBER lO I
SEDIMENT c�i lh
Existing Deign
I C SNALE I
33.67
g
OVERFLOW
/ Max. Percentage of Lot Coverage ... 45%
SWALE
Proposed Max. Lot Coverage ........ 261
34_e!
INV. - 34.7
_.. ___ -- --- _-
1Existing Design Minimum Lot Size .................. N/A
.I
.5
IYI TOP = 33 611 Average Lot Size ...............- 41606.6 S.F.
�INV 30.5J Approx. L.F. Drives ............... 262 L.F.
circuit breaker Approx. L.F. Streets .............. N/A
INV. IN Ip
___----FF_xisting Dcsigrl-i
6, PIPE 32.0
-
L20 L.F. 15" RCP �Exlstinc Design Deed Reference: M.B. 96, Pg. 218
- - - - - (En Sidcw FF- D.B. 1981, Pg. 192
77 7t ,
-of
D.B. 2267, Pg. 171
Tax Map 352, Parcel 6.1
6 chain link fence
5,72 0 a�
-ohp-ohp- ohp o p- --- -ohp-x 33.ea
F. E.5. SAND FILTER pp
SAN rExisting K 34.oe< � K 3i.6a
30. INV. OUT Existing Design Y s4.o6 33-46 / K 3a.G0
(SM Drtdl) CI-4 ER -'V. I e -� \ x 32. �a
34.21 L Sidewalk ] L5Tu2 Existing ; ' 2
K 33 72 K 32.92
K
►I 30-bG S1 O n
,J�
34.11 33.31
\ )OK m
.,-,.-_----------�..._. -
cop
--------4 .------ _.-. -- l
�{ if 32.47 \ \ 0
Existing Design
Existing De51gnl
Corbin Street
IY,1. TOP - 33,51'
-
-��
INSTALL I _ - 10-
L_ ._- INV . = 30.0J
- - - -
�
59s
STABILIZED
mp
�V-� hol �/■■■ (Public Street)
! \\\
LLLJJJ
-
- 1 -
33.44
�
CONSTRUCTION
ENTRANCE
F tl
v7 rg �n I
---- --� � - Iry .. --
-
- --- -- --- -
I
R=20't Glover Real
Estate, LLC
-D.B. Ibbi, PG. 584-
RM-5 Zone
421t Asphalt
_ Mobile 14orne Park
-�
Terry Lane
I
sHEL-r FC•0W
SEDIMENT
C 4AMBER
RMSTANT LIW
SECTION
BERM UP BETWEEN6}: V Now
WEIRS MIN. 6' WE R
34.5 34.1
LEGEND
1 t_:
_ - Soil TIE DO
- CB ! SECTION WN
B
NOTES: 1.) Sand particles to have on average
Railroad ties or other diameter less than 2 mm.
- solid structure approved 2.) (V pipe to be perforated and covered
by the Engineer with filter fabric.
SAND FILTER DETAIL
Not To Scale
g
-o
yR
rn
L
7C
SITE
O
❑
�O
LIBERTY DR.
U5 NWY 2A
BLVD. )
NORTHEAST
GREEK PARK
14OLI DAY
MOBILE
HOME CITY
PRANCES ST
Cp
GK
z
{yEJEU1IE
TO US i-IWY 17 710 gw�#_
RO
VICINITY SKETCH
NO SCALE
GENERAL NOTES:
1. Total development area is developed,
2. All easements to be drainage * utility at dWrwmions
shown, unless otherwise noted.
3. This project is not within any areas of envirorYrental
concern.
4. Topographic contours taken from survey provided by
Parker t Assmiates, Inc.
5. For additional details, see plan 4 profiles.
EROSION & SEDIMENTATION CONTROL NOTES:
1. Construction Sei*w+re:
A. Notify City of Jacksonville Public Works Departrrwrit,
frgk-eer, 4 Owner prior to beginning construction.
B. Lots are to be cleared on an individual basis. Limit of lot
clearing will be according to the plan as shoun, Silt fence
shall be installed at the down slope edge of clearing immedlateliy
after a lot is cleared. Silt fence shall be maintahed until the tot
is stabilized completely. Silt faxes are shown base on topographic
information in the locations expected to be needed to trap
sediment prior to entering down slope areas. Actual locations
of installation shall be adjusted to the actual physical an site
topography. That is, where silt fence is not shown on the plan
but the actual topography reflects a downward slope, silt fence
shall be Installed. Where the actual topography reflects an upward
slope silt fence Is rot rewired.
C. Within 15 days upon campletion of lot grading, install
temporary or permanent seeding to areas that are not to
be disturbed again during street construction. -
D. Seed, fertilize 4 mulch all disturbed areas within 15 days
of eximplettng any phase of the grading work. Apply
temporary seeding if any area Is to be disturbed again 4
permanent if areas have been final graded 4 accepted
by Engineer * Owner.
2. Seeding specification.
Apply lima 4 fertilizer 4 work into seed bed. Seed mixture shall
be dletributed uniformly 4 covered with a clean straw mulch.
Mulch shrill be cri•mpad cr twked to 1,alp Fold !n place.
Material: Application Rate
Lime 1000 lbs./Acre
Fertilizer (10-10-10) 800 lbs./Acre
Mulch 1.5 tons/Acre
Permanent Seeding
"Rebel Fescue" 100 lbs./Acre
Common Bermuda
(Hulled April 1 - Sept. 1) 50 lbs./Acre
(Unhulled Sept.l - April 1) 75 lbs./Acre
Rye Grain (Sept. 1 - April 1) 50 lbs./Acre
German Millet (April 1 - Sept. 1) 50 lbs./Acre
Temporary Seeding
Dec. 1 - April 15
Koba Lespedeza 50 lbs./Acre
Rye Grain 100 lbs./Acre
April 15 - August 15
German Millet 40 lbs./Acre
August 15 - Dec. 15
Rye Grain 100 lbs./Acre
3. Upon restabilizatian of all disturbed areas t swoles contractor
shall rannove all temporary erosion control facilities • grade, grass
4 mulch the areas.
4. Onas contractor has completed job t sits is rsstabilized the
developer shall be responsible to mdntain the restabilited areas
until time when the lots are sold to individual lot owners,
5. For additional Information, see plan profiles.
6. For erosion control details, we sheet 5 of 5.
0 H, C A R
•,
_ - SEAL =_
c ( +
STORMWATER DEVELOPMENT PLAN" M.
y LOTS 6-10
z BRIAR'S CREEK
Jacksonville Twp., Onslow County, North Carolina
W V" cyj Hunter Development Corp.
P.O. Box 1066
Jacksonviiie, North Carolina 25541
{Q110) 577-1441
DATE: 10/18/04 GRAPHIC SCALE: 1 "=20'
O 10 20 40 GO
SCALE: 1"=20' fEET
ngEngineers Associates, gin ns ;°ConeIt _Surveyors -Planners %
FIELD BOOK: Misc. #157, Pg. 48-56 Sreet 1 of 1 P.O. Ho: 976 - 28541-0976
DISK NAME: Aced 800E 308 Now Bridge Street - 28640
FILENAME: BnarCk6-10_SDP.pWG SJ5 Jackmonv111e, North CaroUna
JOB NO.: 5030327-3449 Phone [phone] - Fax [phone]
Owner:
Michael Garland Tutxl
4 Stephen Troy Tut-,n
P.O. Box 1066
Jacksonville, N.G. 2Z41
(C110) 577-1441
--
4
'
1
� � �'I- i
I{
Y.'/ I i
-
, : '� (( Ir - a •- r--�i 'i frt :r'-r jl rF+ [ .. I- � ji i� f �i ,} �y� } :l .y T 4; -
I.,A,♦ i.G s i 1,;,r1' 1 )ks ill: i /
sl.,�
r rl..Y,1. ,le ifAF 1. LS4'I LiA:riYr r•I;n�lr ,.'p
.1.
1 . re.
i } •, ' f, 1 ! r
fYkYi
!: 4r 'r' . a � 1 '1 '1 rh tr 4, .'+ql r' iT�f{hY �[r;�,41 � } n

L i 4
SWALE CALCULATIONS
Area 010 Side- Channel Velocity Velocity Depth of Flow
Section (acres) (cfs) Slope
Tom - TT- Slope (bare) { raed) (grassed)s
T Tom�a
0.7 "
2 - 2 1.0 4.3 3:1 0.431 2.5 1.2 1.1
Q-ciA Fraction Factors
C■-0.6 n-0.02 Bare Earth
i10-7.17 in/hr. n-0.05 Grass
v- 1.49 R 2/3 S 1/2
n
Note:
i':""'"-9ee site plan for typical section locations.
2. Sections selected are worse case sections.
3. Line swales with American Excelsion Curlex Blanket.
Liner is to be installed per manufacturer's specifications.
r 35.74
FExisting Design
3LI SHALE D 0 44Ya
SF
41 chain link fence
!i'v Existing Deign
0 u `k SWALE
4 34. -22
[Kil,
el-
3G.6
35.
I
- 6
7
e
\ 92.
ebh
•
-- ----
1x�stin
--- --C
lExi3ti>�
-- -----
Design
y\Li
! Design
�35.1i,
�+,
cx i sting
^-'- tonnis --
\
b6
15
court
+�
SITE BED
R.R. SPIKE IN PP
ELEV. 38.2�
NOTE:
Caaftcior &hall inslum that he and all his wodwm (00aftactms,
IgA0 &nct= ad otba site persontW) do not damage conndrlx Um
siltilkas or odw maimu & used in laying out the project whether by
the Engine or modes cruelty it ck dmg those undar tile employ of the
c00u ckir. Conha w &hall Ci m his wads aIs to obmve nd verify
to the West axtent practicable that adakes, other mamma and grades
me, or appear to be, ecemate and correct, and immadu toly, but prior
to any associated work, notify the stalang entity of any potential conflict,
carer or quashon mgalldws the We& The Engineer &hall not be responsible
�i
I � �
_ existing _� �
1 parkins lot 0 r
_J I 3
ui fJ
R-20' t
al
----------- ----7
CAA,MBER 2
SEDIMENT
y
I NIP 159T�
wal
wa_rr_W�P_ N 14
�`+-.v wl-. �-.: �-i1^ "-^?Yw - '°.&#...■ i 141.'+.. ^�1-' - �,<T��:'/_^.\�•...-i.77iYr= =fro= WINi�
... ��
0
Ism
Missions to the
Military, Inc.
-D.B. 647, Pg. 7fr6-
5-1 Zone
Servicer nan's
Christian tenter
E1rxi3Ling DCi�n
I �k SWALE
33.87 -7
Ddi5ting (Existing
�Cir .sn
Y �x2 -1 RG D J
�tiiYd�iaCS{fir+
%r �1r l i DP " 35 6 1 J
r-•�� t N V� �30.5J
circuit L
�l~ I�xsstirt� DGsi{�n�
LG A=L F I5" RCP
ry,isti _-4:sig
le
i�-1
EndeLuai�-
chain link }cr.zc
LEGEND:
015F -
Iron stake Found
R/W
- Right-of-way
C -
Centerline
MBL
- Minimum Building Line
®
- Stop Sign
- Traffic Flow Arrow
TO -
Existing Elevation
-
Proposed Elevation
- Ditch
( A ]
- Pipe Label
RRA
- Rip Rap Apron
RCD
- Rock Check Dan
EZ7J] 5T#1
- 5editnent Trap
YI -
Yard Inlet
EYI -
Existing Yard Inlet
CMP
- Corrugated Metal Pipe
FES -
Flared Fred Section
-.a*•--
- Flow Arrow
sf
- Silt Fence
•MN -
Manhole
0Co -
Cleanout
55 -
Sanitary Sewer
LF -
Linear Feet
0 WM -
Hater Muter
f]j�EFW -
Existing Fire 1•lydront
- -
- Water Line
()PP -
Pourer Pole
JaPB
Phi E-_X
-'�-LP -
Light Pole
F - GW -
Guy Wire
Electric Box
Overhead Power Line
OCATV
- Cable TV Box
Lot Number
�97Bi
- Ad joiner Lot Number
2
- Landscaping Island Label
- Proposed Tree
0
- Proposed Shrub
-{?ELP
- Exterior Light Pole.
TRACT DATA
Acreage in Total Tract ............ 0.48 AC.
Acreage in Park or Other Usage .... 9,720 S.F.
(Commons Areas - Private)
Acreage to be Disturbed
or --Exposed ...................... 0.43 AG.
Zone .............................. ..vCA
Existing Use ...................... Vacant - Undeveloped
Proposed Use ...................... Townhouses
Type of Units ..................... Two Story Dwelling
No of Units (Lots) ................ 5
Ownership Status .................. Fee Simple
Der.3ity 10 Units / Acre
Ma A . Percentage of Lot Coverage ... 45 It
Pr,�posed Max. Lot Coverage ..... .. 26 %
Mi.,i.•mum Lot Size ............... N/A
Average Lot Size ............... .. 4,606.6 S.F.
Approx. L.F. Drives ............... 262 h.F.
Appro.. L.F. Streets .............. N/A
Deed Reference: M.B. 46, Pg. 218
D.B. 1981, Pg. 142
D.S. 2267, Pg. 1'11
Tax Map 352, Parcel 6.1
r 4w U1.
-
_ g.72 �� -- -L ohp - - sing o - 0hp --�--
F SAND FIL,TEI:� J �_ _ _ pp x s3.e►o
Mi Dli-H I Existing 5.;57Qnl SAN + CS s - --� s 34.aG >w \ e 33.46 `\ \
7x 31.GD ' i so -Go
3-1.21 (a-'aideWAlk J 3r� i5_ � EXistll',g •� s 32 �{ 1
I Dcsi r) I s 33,72 rl 32.92
LGD _._j �� 34.I 1 X 33.31 \
-- - ---- -'-- - -- -- - -._-� dY - M( 32.47 , \ X
Existing Dell
1Y.ITOP - 33.511
INSTALL L -
9 S Corbin Street . {NV -- 1
30.0 \
_- - - - - - \ o
ABILIZED (Public street) 33-44
NSTR JCTION � t
Glover Real
1 fZx2CJ't
Estate, LLC
-D.B. I6GI, F.G. 584-
RM-5 Zone
42'1 A6phcilt MONIs 1-401114; Paris
_ Terry Lane
8Y Nl JI
IIsl11,111�f11��II
SWIM&iT moltSAND
Iv
RMISTM117 LIM
SECTION
IN
G' S'
34: WEIR
L� u�}uRrrtl��:�•::�'7
IB M UPI
6" MIN.
Owner:
Michwl Garland TLA,)n
4 Stephen Troy Tutor
P.O. Box 10"
if all of the above mamaras ace not strictly adhered ti4. The FAgixlea shall
.Jacksonville, N.G. 23541
not be re&pou&ible whacc due tD daxaage, his aalcing can not be vai&ad. _ saw
For critical or oostly oamponsima of olio wodr, whale &a conhuA r believes NOTES: 1.) Sand particles to have an avernee (ql0) s77-1441
that oWdng may not be pnovved, dw conihrad a shall vegtm* dw stilldIV Railroad ties or other d iarineter less than 2 rnm .
entity to place staler in as area wham its pm&avation can be insured. - said strixtur+e approved 2.) 62 pipe to be perforated and covered
WF the fi mwmm- Wlth ,lieu fabric.
SAND FILTER DETAIL
FIELD BOOK: Mrsc. ►l 57. F+ 48-56 Sheet 1 of 1
Not To Scale D15K NAME: Aced 800E
FILENAW: BnarCkG.10 50P.D%G JJ5
JOB NO.: 5OW327-3449
- - - f r F'T.'�T- ,r.. ,�T'Fr-'.. �r� Frr..r� - r-•r. .-, -n r r r-..,-.-..---r,..l^T.'T_..
,F. -, i rh;Is,I�sS:t�r, r}t•f.rr,.�r
•I. -I , I } S'
M1' '
y .{�- I f ' �• , r !1 �- !h .4, ,f M1I I`11.1 1 I'r t r f -Lip li i.'
� L
74 T
SITE
a �
Cie
Q
LIBERTY DR.
US NE BLVD.)
NORTHEAST
CREEK PARK
NOLI DAY
MOBILE
HOME CITY
­0*� { LE-bEU
TO U5 "WY 17 TO
VICINITY SKETCH
NO SCALE
GENERAL NOTES:
1. Total development area is dswloped.
2. All sasorwirts to be drainage ♦ utility at dimensions
ehoun, unless othenulss noted.
3. This project Is not Within any areas of awiror>r wr ta)
cavem.
4. TopoWvphw controw% taken from survey provided by
Pw l w 4 Aeeociatse, Inc.
S. For additia-4 details, sea plan ♦ profiles.
EROSION & SEDIMENTATION CONTROL NOTES:
1. carwarr+ction SsIgJQlOes
A. Notify City of Jacksonville Public Works Department,
G+Qineei , 4 Owner• prior to begirning construction.
D. Lots are to be cleared an an k-Jividual bmie. Limit of lot
clewing will be aorardirg to the plan as sham. Silt fence
shall be installed at the down slaps edge of clew ing irrrrmdlatsly
after a lot is cleared. Silt fence shall be maintalnsd until the lot
is stabliiasd completely. Silt fences we shown base on topoaraphb
infers mCm in the locatiorn "peated to be needed to ircp
sedb i w o prior to entering down slope areas. Actual lacoUors
of lnetallation "I be adjusted to the actual physical an site
topaQrapi'ly. That is, whore slit fires Is nut Wwun an the plan
but the actual topography reflects a dourtuard slope, silt fence
shall be Installed. Where. the actual tope q*w reflects an upward
slope silt fence N nod, r'eWired.
C. Within 15 days upon completion of lot grading, install
tsmparary or permanent seeding to areas that we not to
be disturbed again during street construction.
D. Seed, fertilises ♦ mulch all disturbed areas within 15 days
of campletkng any Ohms of the grading work. Apply
temporary seeding If any area is to be disturbed again 4
prrTrrarsrt If areas have been find gnoded 4 accepted
by a mh we 4 ou" r.
2. Seeding specification.
Apply linens 4 fortilber 4 work into seed bed. .reed mixture shall
be distributed uniformly 4 covered with a clean straw mulch,
Mulch Owdl be: xknped a- tacked to help k�o=d In plats.
Material: AFplication Rate
Lime 1000 lbs./Acre
Fertilizer (10-10-10) 800 lbs./Acre
Mulch 1.5 tons/Acre
Permanent Seeding
"Rebel Fescue" 100 lbs./Acre
Common Bermuda
(Hulled April 1 - Sept. 1) 50 lbs./Acre
(Unhulled Sept.l - April 1) 75 lbs./Acre
Rye Grain (Sept. 1 - April 1) 50 lbs./Acre
German Millet (April 1 - Sept. 1) 50 lbs./Acre
Temporary Seeding
Dec. 1 - April 15
Koba Lespedeza 50 lbs./Acre
Rye Grain 100 lbs./Acre
April 15 - August 15
German Millet 40 lbs./Acre
August 15 - Dec. 15
Rye Grain 100 lbs./Acre
3. upon restabilixation of all disturbed manes ♦ swaiss cantractor
shall remove all temporary rrvelon control facilities 4 grods, grw*
4 mulch the areas.
A. Oros omtrnatar hoe Completed .jab 4 site is restabilized the
developer shall be responsible. to maintain the restabilized areas
until time when the lots are sold to individual lot owners.
5. For additional inforrnaLlan, see plan profiles.
G. For erasion control detd to, ass sheet 5 of 5.
�H CARO
'�z XFSstie,
I'
"
14575
��r•••:�.NC1 NEB
9 too*
•''�ij�Y M. S�� �'��
STORMWATER DEVELOPMENT PLAN
LOTS 6-10
BRIAR'S CREEK
.Jacksonville Twp., Onslow County, North Carolina
Developer:
Hunter Development Corp.
P.O. 15ox 10"
.Jacksonville, North Carolina 28541
(qlo) 577-1441
DATE: 10118104 61Z HIC sCNf- I 6-20
0 to 20 40 GO
SCALE: 1"=20' fEET
Parker & Associates, Inc. ag Hqd
Coneultiint Emaineers - Lend Surveyors - Land Planners
P.O. Doz 976 - 28541-0976
306 Now )midge Street - 28540
JaeakmaauvMe, North Caroliva
Phone. [phone] - Fax [phone]