SW8080901_APPROVED PLANS_20080905

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 08 Oq O 1
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200 8 D 9 0 5
YYYYMMDD

'Deco0
NOTE: /
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction Plaza Minorsey /
stakes or other measures used in laying out the project whether by M.B. 15, Pg. 48 / RAM.B. 14, D ev6 Corp
the Engineer or another entity including those under the employ of the D.B. 537, Pg. 886' g'
contractor. Contractor shall cause his workers to observe and verify 041 Zone D.B. -1 Zog.ne
248 / O
to the fullest extent practicable that stakes, other measures and grades Multi -Family / B-I Zane
are, or appear to be, accurate and correct, and immediately, but prior Vacant top 14.46
to any associated work, notify the staking entity of any potential conflict, C. Inv- (-)8.04 /
error or question regarding the work. The Engineer shall not be responsible ecb
if all of the above measures are not strictly adhered to. The Engineer shall top 12.63 inv. 1-88 / ecb possible gas
not be responsible where due to damage, his staking can not be verified. CL inv. 10 48 inv. 1.88 �te
to 12.79 painted utility �d6'c ��
For critical or costly components of the work, where the contractor believes 4' inv. 2.06 / crossing - i1e -�'. ,�°y per -
inv. 10.29 (sw) VeA. ,oaf ..=0~0 0 \
that staking may not be preserved, the contractor shall request the staking Sidewalk inv. Z51 (se) _ �`�� \
entity to place staking in an area where its preservation can be insured. I I II 1 / 2 prnG is 1 �OS
emh ny sign
top 13.09 '(o be rG (+ub\nt i p \ sign
� � 1 / oeco
6 Inv - (-)12.10 � I � ex. RGP �9� / (
�W x Rm746.20' "- I5F Ex.4' x.
L-177.54' o f Sidewalk sign
CN=11476'37'17'i o ex cone
A I N82'56'00"E
34 177.12' co ewm ex pad
II I b 22.73 l� 4° • ex. cone ruard
�7° mw with pad past
ecb
top 13.09 collar .\yed
ex 124.7'R R-20' gq.3'R ex d p\anter
ISF SF ec moo° _ex. conc. block
top .73 retaining wall
ern �hainl � � / inv. . 3 (se) 215W ew ewm
inv. 9.70 (ew) \.
fence ex. / 6
u ewm headwall ex. 30" RCP /
'n 4.3'R /O $
a epp toex conc. base lA
i v. 1.37 41 Elev. 13 for sign nJ m
Inv 1.44 ,nv. -� '0 \ 0� .W remains nF
' b\'
O_ chain link
p inv. 1.74 / 50 MBL Flood Zone
°� o Shade X 1 B 6'
2 b\ \00 D cc
pad
ut .o O 1 C
6F $ N
\�' 1 yI
1 D O ,
s
'o
ex building
In a b\ oo \ n 1 E s
- remains of ex. 5' \ \ 00, .o
6D chain link fence 61 -D
; c'v a 00` a O /
1F
I 6C 1 c
2 ' e \ 'D •� \ \p0`
N 0 ` L_exb conc. block ci
6B retaining wall
I N
n � � ex conc. o \ 2A
b\ �
Brook Valley \ pad o 0
Section 2-A 6A b\
D.B. 3051, Pg. 911
R-7 Zone ' Woods N6 2B
Single Family Line '� 06 O s \ \ D0� •�
' 2C61
6 c
\
b\ n m
$ 00` w ` 2D
5E
D f0 \ 2E
5D o 0
6 A O
Cal c \ N 2F
_ o ° 0
g b\ 0 0
' /49 5-A.g ° Ci66 p 5C \ S \ op`
W b o \
V N_
_ m 5B
30' Drainage 5-Ag N6
g / I 0 00 t
Easement \
5-Ag P'
Cp 5A
Flood Zone AE / I ° N6 \ 00
0
4' Sidewalk
Gp (Typical) ,
5tormwater \�
/ Detention \b'
O Pond \6 pA
5 ,
\02-egw Legend:
R/W - Right-of-way
C4G - Curb and Gutter
A?K ISF - Iron Stake Found
1 A - 2- m Lot Number
,
\
e O `asphalt - ohpl - Overhead Power Line
drive - Flood Line
ex. - - - - - Wetlands Line
sign MEL - Minimum Building Line S
ecb - Existing Catch Basin
asphalt RCP - Reinforced Concrete Pipe
drive egv - Existing Gate Valve
Inv. - Invert
CL - Centerline
eco - Existing Clean Out
ewm - Existing Water Meter
emh - Existing Manhole
mw - Monitoring Well
POND LANDSCAPING CHART -Y-ry-y­v�- Woods Line
Small Understory Tree
At Maturity
Quantity Key Common Name Botanical Name Tree Type Hei ht S read
Cp Washington crataegus p-enopyrum Deci�25'�20' � Nwy 24/2E
Hawthorn .\-x
8 Total �A
Shrubs �
At Maturity Vicinity Sketch
Quantity K� Common Name Botanical Name Tree Type Hei nt Spread Not to Scale
4 Ag Glossy belia Abe is if gran lor Evergreen 3' - ' 31
40 Total
Line
NOTES:
I.
This project is not within any areas of environmental
concern except as shown.
2.
All drives 4 parking to be asphalt.
3.
5' private access easement along all lot lines between buildings.
A.
Private drainage easements are reserved over each lot, but
outside any building, for building, landscaping 4 storm drainage.
5.
20' public utility 4 access easement to be centered over all water 4
sewer mains 4 10' public utility 4 access easements to be centered
00
over all water services up to 4 including water meters 4
sewer clean -outs.
building
6.
Stop sign location shall be in accordance with the design
Ox.
O
standard in the pedestrian circulation plan.
O
7.
All exterior Lighting will be located and positioned as to
not adversely affect any roadway traffic.
8.
Flood lines digitized from an electronic overlay of
FEMA map CPN 370175 4377J (City of Jacksonville) effective
TRACT DATA
Nov. 3, 2005.
ez. building9.
Boundary and Topographic contours taken from a survey by
Parker 4 Associates, Inc. dated 05/28/08.
Total Acreage .....................
3.94 AC.
10.
Wetlands line taken from a survey by Parker 4 Associates, Inc.
Acreage in Park or Other Usage ....
0 Ac.
dated 06/24/08.
Open Space Required ................
1200 S.F. x 34 = 0.94 Ac.
11.
All sidewalks will be free of cracks and damage prior to
Open Space Provided .
1.63 Ac.
the issuance of a final certificate of occupancy.
Acreage to be Disturbed
12.
The existing topo is found on existing conditions plan,
or Exposed .................
2.59 Ac.
sheet 3 of 8. Proposed spot elevations are found on
Zone ...............................
TCA
grading, drainage, erosion and sedimentation control plans,
Existing Use .......................
Vacant
13.
No N.C.G.5. or U.5.G.5, monuments within 2000' of site.
Proposed Use .......................
Townhouses
14.
"STOP" signs shalt be RI -I 30'1 and installed to MUTCD Standards
Existing Number of Lots ............
2
(7' from bottom of sign to ground".
Proposed Number of Lots ............
34 + 1 Open Space= 35
15.
All roadway markings and signs must be in accordance with the Manual
Bobby Ray 4
Number of Units ....................
34
of Uniform Traffic Control Devices (MUTGD) and in accordance with
Peggy Ann Morton
M.B. 14, Pg. 66
Minimum Lot Size Allowed ...........
N/A
City of Jacksonville's Codes and Ordinances.
D.B. 700, Pg. 651
Minimum Lot Size Proposed ..........
1200 S.F.
16.
Parcels within this project are subject to the provisions of the sewer
5-1 Zane
Average Lot Size ...................
1,242t S.F.
allocation policy of the City of Jacksonville and sewer capacity for
Church
Ownership Status ...................
Fee Simple
any parcel may not be available.
Density ............................
9.88 Units/Acre
17.
This site is identified on the comprehensive sidewalk plan.
Max. Percentage of Lot Coverage ....
45%
18.
The owner of this project may be eligible for a partial reduction in the
Approximate Linear Feet Drives .....
515 L.F.
monthly stormwater fee that will be associated with this development.
Linear Feet of New Streets .........
0
To qualify for a fee credit, the owner will need to provide to the city
Type of Units ......................
Dwellings
engineering division upon completion of the project. A completed credit
application accompanied by a copy of the state - issued stormwater permit
as well as a copy of the site plans.
Deed Reference: D.B. 3010, Pg. 925 &
931
Ia.
Public access easements are reserved along the private drives to the pond
Tax Map 442, Parcel 16 & 17
4 25' around the fence surrounding the ponds.
NC PIN #437706479620 & 437707570677
SETBACKS
Front yard ........................ 10' lU'YSI iC 0g � :?:PL :':egg
/ I b 38 3A $ / N Side yard 5 (10 i between buildings) Y.O.BOS��„?t-.r•, (l�n;_i,_let �g,,,;- .0Y76 L't,^,
6N N $ Rear yard .... 10'
°
/ GP A
/ 2 �4.3,R
-Ag 3'IQ 6 6N 3C aaii3is, +a,.
Flaadway , DA, POND LANDSCAPING ; a ��.............
N aaa N(.��,R
I 4 Green or black vinyl \b �� O 3D lb a� .•VESSip1, �+_
coated chain link fence. \b '� / \0 6 3F O \b �e ` i QP
N 3E 0A L.F. Fence ......................... 403.5 L.F. _ f !•:
-Ag BOA' 0 \6• Landscaping Required ............... 1/50 L.F. (Under Story Trees) = 8 'gyp
I \2 L- CSt3
04C 4B p 4A 0A \b 50% Screening (Shrubs) = 40 %,9 2
6 Landscaping Provided ............... 8 Under Story Trees '. %�`0
,48 0 $ 26 08' Wetlands Line 40 Shrubs ~•"®/ .5' l a ?.,��`C "
_ . \ (TYp•) �q, N N, F as
° i °jNeHel�aaa
Cp WAE \ \ Flood Zone It
atl n °
Cp A O Flood zone � shade x / � NORTH �,A,qn pZEP�iENT COMMISS
ION
�i3Y SLtJ�'C O Sc l
15F 36.64' ISF 28 , DIVISION OF WATER QUALITY
S8q'46 23' W 7q'Og 4 30' Drainage
_ ISF
I , ISF N81'52 07 Easement Not for Recordation, Conveyances or Sales
V � N79'Sg „W SF „W 80.10, I5F in Preliminary/General Plan r
�1 I5F ISF SF Ck Creek
.p�� 63.3 ' A8`0\"W N73 $� 534'43'31"W �- -r-_�
Is vl ISF N86.35'3q"W 960 W 24.08' Little Deep 574'5q'Ol"W Doris Place
ISF ISF Gulley Branch 26 45' -
W
Zr N48'32lO"W m
in I 20.gq' S53'2q113"114
o 18.30' W
-540'15'35"W
25.79,
2'51'30"W
14 AV
�C
p Y
Rev. 08/26/08 JJL - Revised per COJ/TRC Comments.
Rev. OS/Oii JJL - Revised per COJ/TRC Comments.
Rev. 7/28/08 TLC - Revisions per COJ/TRC comments
Acorn Forest Townhomes
M.B. 47, Pg. 17q
D.B. 2g18, Pg. 555
TCA Zone
Multi -Family
cx.
27 Doris Avenue
Jacksonville Twp., Onslow Co., North Carolina
I - Owner/Developer.
Garland W. & Sue C. Tuton
P.O. Box 1066
Jacksonville, North Carolina 28641
ex uc ng Phone (ql0) 577-1441
GRAPHIC SCALE: 1"=30'
DATE: 07/07/08
0 10 20 30 60 90
SCALE: 1 "=30' FE T
/ex. ilding
/ I Parker Associates,
doateIdPConsulting Engineers - L Surveyors -La Planners ,os4inB aar;��
FIELD BOOK: Doris Ave., Pg. 1-7 P.O. Box 976 - 28541-0976
DISK NAME: ACAD 2110 - 306 New Bridge Street - 28540
`FILENAME: Doris-gen.dwg JJL Sheet 1 of 9 Jacksonville, North Carolina
`JOB NO.: S080205-4445 - - Phone [phone] - Fax [phone]
)

TYPE "A" BUFFER LANDSCAPING CHART e m epbpp41
Small Understory Tree / Legend:
Y 2-egwR/N
At Maturity /�� C4G - Right-of-way
way •Po.
Quantity K Common Name Botanical Name Tree Type Height S read 15F - Curb and Gutter SI••r� Bracken ct.
'�_ /� �A iK ISF - Iron Stake Found
5 Qv Liv Oak Quercus Vinginiana Evergreen 30 ' 40' Ramsey Bros Dev. Corp. ex
E�jP
B Ar Red Maple Acer rebrum Deciduous 90' - 60' 30' - 50' Plaza Manor / M.B. 14, Pg. 66 / sign'i % 9
i py
13 Total M.B. 15, Pg. 48 D.B. 435, Pg. 248 1 A - Lot Number
2- m GremFord PI. � 1,
D.B. 537, Pg. 886 emh u n aw� `asphalt .-- chpl - Overhead Power Line J�
Small Understory Trees 041 Zone eVocart top 14-46 Sit �chmark B vv drive _ - Flood Line
Multi -Family / //�� i • ex -
At Maturity / inv. (-)8.04 / �( , g - Wetlands Line
Quantity K Common Name Botanical Name Tree Type Height Spread. / /oe�/Avenue / \� sign FFE -Minimum Building Line
Cf Flowerin- g Dogwood Corpus F�iI'Ta Deciduous 20�6' 21 30' possible gas C� FFE -Finished Floor Elevation �4 '94
/ Painted painted utility / 'Dpic i ��i Ur`e- ---��_ n wen asphalt TYp. - TYpical \y�•
24 Total crossing 1 Vv 00 ' ke tJ drive 9 9
y t�y r -�-o e v - Existing Gate Valve
Shrubs Sidewalk / Crosswalk - = i / 2 D V Wes; (P Q1i 1�� i) ! �oj ; ' ��0 ^ `\ mout
amh -EExisting iCMannho e \
At Maturity wa Cuts oyed ,; y! \\ ( ex. \ \ mw - Monitoring Well 24�
Quantity 'K Common Name Botanical Name Shrub Type Height Spread .� /' .�o bs It C ���h i s'gn NWy
*4 Cpc Japanese Fadcypress Chamaecyparis pisifera Evergreen 6' --1 ' 6' / \
4 Total cultivar�\
R/W - - ;ii gF Ex.4' `�`x Site Benchmark "A" Site Benchmark "B" TRACT DATA vicinity sketch
* 6' Tall at planting - -- R-746.20 H/G
- Sidewalk sign
- L-177.54 Ramp 0 o - "X" Chiseled in the top of curb i 'X" Chiseled in the top of curb Not to Scale
4*000 __ex. conc. Total Acreage ..................... 3.99 AC.
CH-N76'3717 E Ar pad g
177.12' ; ° a wen \ and of a block wall Datu 17.5I
emh 34' woodop H/C " � " Acreage in Park or Other Usage 0 Ac.
Ramp /' I I Datum
2'N " Datum NAVD 8B Open Space Required . 1200 S.F. x 34 0.94 Ac.
tap 13.09 N82'56'oo"E Site Benchmark A Datum NAVD 88
inv. (-)12.10 ti ,. I I \ ez.
- metal Open Space Provided ................ 1.6 Ac.
22.73' o
n \ award Acreage to be Disturbed
n�, o S Q1 6-Ag '6 Cp
ex conc\ C p post or Exposed ....................... 2.59 Ac.
e
sX =20 Ea �p0ro`yd PAo pad ex. cur block Zone ............................... TCA
_a C of 10 0 -ISF _ 0 \ \ o retain g �011 Existing Use ...................... Vacant
---Fr -� 4' Sidewalk ry 8� / 3 I wen swan Cp NOTES: Proposed Use ............... • .. • . • • . Townhouses
- uewm 5tree / Ag0 ex. conc. base \ Existing Number of Lots 2
39 + 1 0 n S = 35
I epp
LANDSCAPING NOTES:
be a minimum of 2 inches in caliper and 8 feet in height.
2. When mature, a large deciduous tree should be
at least 40 feet high, have minimum crown width of 30
feet, and a trunk of at least 12 inches.
B. Each understory tree at the time of planting shall
be a minimum of 7 gallons.
4. Each shrub at the time of planting shall be a minimum
of 3 gallons.
S. Coordinate any proposed plant substitutions with City
Landscape Superintendent prior to planting.
6. All landscaped areas to be grassed.
9
Brook Valley
Section 2-A
D.B. 3051, Pg. qbq
R-7 Zone
Single Family
in Lo ° OAr 5' for sign 1. This project is not within any areas of environmental Proposed Number of Lots ............ pe pace
. / 2 /( / / / \ \ C remains of ex. 5' except as shown Number of Units .................... 34
s 13 Flood Zone pconcern
P r chain link fence .........
n Ar O Shade X � 2. All drives 4 parking to be asphalt. Minimum Lot Size Allowed N/A
�� \ Average Lot Size Minimum Lot Size Proposed .......... 1200 S.F.
°
/ �� ` \ 3. 5' private access easement along all lot lines between buildings. .......... . . . ... • 1242t S.F.
z / ; � 4. Private drainage easements are reserved over each lot, but • ,
!i Ownership Status Fee Simple
qh outside my building, for building, landscaping 4 storm drainage.
6-Cf 4-Gpc gyp) N \ sex. conc 5. 20' public utility 4 access easement to be cantered over all water 4 Density ............................ 9.88 Units/Acre
15' Type "A" Buffer ( W \ Ar pad sewer mains 4 10' public utility 4 access easements to be centered Max. Percentage of Lot Coverage .... 45%
43
Alternative Design art _ over all water services up to 4 including water meters 4 Approximate Linear Feet Drives ..... 515 L.F.
per Section 115-G .... • . . - sews- clam -outs. Linear Feet o New Streets . 0
(46) V N c CyP.) / (i Type aofUnits f ...................... Dwellings
b. Stop sign location shall be in accordance with the design
G standard in the pedestrian circulation plan.
t0 \ p Deed Reference: D.B. 3010 Pg. 925 & 931
w •. � Q- \ 7. All exterior lighting will be located and positioned as to '
c
not adversely affect any roadway traffic. Tax Map 442, Parcel 16 & 17
WG ° B. Flood lines digitized from an electronic overlay of NC PIN #437706479620 & 437707570677
(�yP) M Cp FEMA map CPN 37017E 4377J (City of Jacksonville) effective
3 \ Nov. 3, 2005.
SETBACKS
w
ex conic block . Boundary and Topographic contours taken from a survey by
z :. g O •
remains of ex. \ \ C retaining wall Parker 4 Associates, Inc. dated 016/28/11 Front yard ........................ 10'
5chain
= ' in link ' ' p
r \ 10. Watlanda line taken From a survey by Parker 4 Associates, Inc. Side yard ......................... 5' (10' between buildings)
' 'Ar 0 9 •:..�. fence / _ 11. Alldoted
06ks/will be free of cracks and to Rear yard ......................... 10'
A i damage prior
ex.
o p 9 �r pad conc /' , \ the issuance of a final certificate of occupancy.
i , 0 BUILDING DATA
tS (�yP) - 12. The existing topic, is found on existing conditions plan,
20' Type "A" I Accaee - \° /% /
\ A sheet 3 of 8. Proposed spot elevations we faux! on
Natural Buffer - N Point o / grading, drainage, erosion and sedimentation control plane, Max. Building Height Allowed ....... 56'
o (TYp.)
- 0 /i j \ 13. No N.C.G.S. or U.S.G.S. monuments within 2000' of site. Proposed Max. Height of Building ... 35' (2 Story)
1 6-Cf 14. "5TOP" signs shalt be RI-1 30'x30" and installed to MUTCD Standards Sprinkler Yes
I Ar N ,y /�/` \ \ (7' from bottom of sign to ground". Proposed Building S.F. ............. Sixplexes - 6,840 S.F. x 5 = 34,200 S.F.
Cp
15. This site is identified on the comprehensive sidewalk plan. Quadplexes - 5,007.8 S.F. x 1 = 5,007.8 S.F.
6 o Ib he owner of this project may be eligible for a partial reduction in the Total - 39,207.8 S.F.
q5 ) ° o monthly stormuwter fee that will be associated with this development.
_ IQv '• ••° ("�yP / �% / /'1� \ Cp To gyalify for a fee credit, the owner will road to provide to the city Constuction Materials .............. Brick/Vinyl Siding/Cone. Slab
° engineering division upon completion of the project. A completed credit
/� "/ \ \ t
A y' ) application accompanied by a copy of the state - issued stormwater per
(�yP. i r o as well as a copy of the site plans.
PARKING DATA
ro o Cp e" Curb
Y N I 5-Ag 0 P 13 \ Parking Required ................... 2 spaces/w two or more bedrooms = 68 Spaces
W A
V � J IAr ° "• '� Parking Provided ................... 68 Spaces
5'R
Drainage Ea Ar 20' Perimeter Buffer Compact Spaces Allowed
Pm �q
30' Drain L O 5-Ag 6-Cf yCj `\9 � 4 / 4- (Up to 25% for lots w/ 10 or R �° Bobby Raimore spaces) ....................... 17 Spaces
Easement 5_Ag r 2-Ag 2-A9 Peggy Ann Morton
CP Stormwater 7 !Y 8 O N M.B. 14, Pg. 66 Compact Spaces Provided ............ 0
Flood Zone AE / Ar o Detention 2-Ag t0 Ar o, D.B. 700, Pg. 651
Pond ° 2 5P°ae� ° N1 B hwZore LANDSCAPING DATA
ante hen ht must be a
Cp
2 Dum ster P 12
�t
psP
�9 _'_ •• -�-
p
\ \
a9
Boundary
199,896.9 = 3.49 AC.
minimumof6' high or
(See Detail)
9
�"
N
/ 5_ taller then the container.
6
-a ... �
'o
VAA ..............................
25, 726.5
/ Whichever is greater. 5
Ig
n
5'R
^-
'� _ ..• '._
'
-�
Cp
ZSA without Building .............
35,133.7 S.F.
'
Ali i
h P
1
-�
\
ISA with Building ..................
53,927.1 S.F.
/
ISR................................
0.478 (Moderate)
o
5 8 r�paceg 9
-.
•- - ,`
\
\
10' Type B' Buffer with fence
Landscaping Required ...............
3,087.2 S.F. (Total)
5'R 4
2-Ag
`. -
C p
e trees 4 trees per L.F. )
1,543.E S.F. (Interior)
3-Ag
5\aL�o�K
,`
({ begverifed byCityof Jacksonvilleall
to during
/
.9
\
4 protected prior and
24Trees ShrubsT(Total)
LANDSCAPE ISLANDS
1 =
200.0
s.f.
(Interior)
2 =
200.0
s.f.
(Interior)
3 =
207.0
s.f.
(Interior)
4 =
200.0
s.f.
(Interior)
5 =
200.0
s.f.
(Interior)
6 =
242.0
s.f.
(Interior)
7 =
200.0
s.f.
(Interior)
8 =
200.0
s.f.
(Interior)
9 =
242.0
s.f.
(Grassed Island)
10 =
355.2
s.f.
11 =
842.7
s.f.
12
215.6
s.f.
13 =
266.5
s.f.
-c 's construction)
4 _ �_,�-� O 2 Trees (Interior)
Floodway I Ar I 6-Cf 6 '� -_�;` Ar 10 Shrubs (Interior)
6-Ag Gate 80 q
/ - 4' Green or \ \ Landscaping Provided .............3,329.0 S.F. (Total)
black vinyl 5 A 1,649.0 S.F. (Interior)
coated chain
5 Trees (Total)
Wetlmda Ag �,. i ;• \ \ o�'= j N'CA�'L'S 54Treesb(Interior) v( s
Line \ I link fence. O 2- `'Q.A ..,A+ �'
o \\ r° c 0 Shrubs (Interior) "
�1 - ? P
P Flood Zone AE �_ Flaad Zane �aa °POND LANDSCAPING I L�YrN���
\ C13 Shade x
vt�O(�•.�OSUR�'a�' L.F. Fence ............. 403.5 L.F. ��/
1 Ov Q \ / -� \ -� ,i�,.`° Landscaping Required ............... 1/50 L.F. (Under Story Trees) = B
' al/ / \ .� ISF 36.64' ISF 28 0 / N; " 50% Screening (Shrubs) = 45
/ �!\ SSq'46 23' W N79'0g 4 30' Drainage Cp Landscaping Provided ............... 8 Under Story Trees
I I - ISF \ - - - - - - - �'b Easement \\ 45 Shrubs
ISF
/ N79•c�, "W SF ISF SF ry�PPm N8l'52'07")y 80.10, SF Cb Creek
ISF in Special Use, Site, Dimensional and Landscaping Plan
v / 63.35' / Ol„y1 43 55 �- 574'5q'01"W �� ISF N86'35 3q W 56a As Little Deep 26 48' Doris Place
,s I / ISF Gulls Branch
ISF y 27 Doris Avenue
6 I I N48'32' 10"W m
Jacksonville Twp., Onslow Co., North Carolina
20.gq' 553'2q'13"W
S40'15'35"W 20' Perimeter Buffer 18.30, W Owner/Developer:
c / I I 25.7q'
502'Sl 3o„W POND LANDSCAPING CHART Garland W. & Sue C. Tuton
NOTE: 14 q2 SITE LANDSCAPING CHART Small Understory Tree P.O. Box 106E
Contractor shall insure that he and all his wo(kers (contractors, \^ Jacksonville, North Carolina 2854I
subcontractors and other site personnel) do not damage construction rye. Large Canopy Trees At Maturity Phone (q10) 577-1441
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the Quantity Key Common Name Botanical Name Tree Type Height Spread
contractor. Contractor shall cause his workers to observe and verify At Maturity Cp Washington Crataequs phaenopyrum Deci wows 25'��-20' �� GRAPHIC SCALE: 1"=30'
to the fullest extent practicable that stakes, other measures and grades h iy,1 Quantity K� Common Name Botanical Name Tree Type He. ight Spread Acorn Forest Townhomes Hawthorn DATE. 07/07/08
are, or appear to be, accurate and correct, and immediately, but prior 3A�5A Ar Re Map a Acer rebrum Deciduous 40" 30' - 50' M.B. 47, Pg. 179 8 Total 0 10 20 30 60 90
to any associated work, notify the staking entity of any potential conflict, D.B. 2g18, Pg. 555 SCALE: 1 �"=30'
error or question regarding the work. The Engineer shall not be responsible SF 5 Total TCA Zone Shrubs FEET
if all of the above measures are not strictly adhered to. The Engineer shall Multi -Family At Maturity
not be responsible where due to damage, his staking can not be verified. -6 Shrubs
For critical or costly components of the work, where the contractor believes �YI Quantity Key Common Name Botanical Name Tree Type Height Spread Parker & Associates, Inc. �PinB Hor(yoDa
E � At Maturity 4F- Ag Glossy Abelia Abe is gran i for Evergreen 3' - 3'�- Consulting Engineers - Land Surveyors - Land Planners
that staking may not be preserved, the contractor shall request the staking QuantityKey Common Name Botanical Name Tree Type Height Spread 95 Total -
area where its enervation cm be insured. U + FIELD 800K: Doris Ave., Pg. 1-7 P.O. Box Bridge
- 2e541-0978
entity to place staking in an ar preservation Ag G ossy A e is a is grandiflor Evergreen 3' - 3'�- DISK NAME: ACAD 2110 908 New Bridge Street - 28540
y =
Rev. 08/28/08 JJL -Revised per COJ/TRC Comments. 2 Ea Burning Bush Enonymus photo Deciduous 6' - 15' 15' FILENAME: Doris gen.dwg JJL Sheet 2 Of 9 7acksoavllle, North Carolina
Rev. 08/06/08 JJL - Revised per COJ/TRC Comments. 23 Total JOB NO.: S080205-4445 Phone [phone] - Fax [phone]
Rev. 7/28/08 TLC - Revisions per COJ/TRC comments. VZ v. F'e° c0 TKC Co"trw.evc-VS.

m eppp T
/ 0eco/ 2-egw Legend•
y R/w - Right-of-way
p• �� CEG - Curb and Gutter G
/ n " �:' ISF - Iron Stake Found
Site Ben B/ ore
YI ohpl -Overhead Power Line �qr
Top 16.0 2- rl - Flood Line s
14,
/ FL -III / e / �� asphalt - - - - - Wetlands Line a 9).
Pipe B Inv. 12. Stabilized / \ drive MBL - Minimum Building Line ,P Enb°a a •ion / / / ex FFE - Finished Floor Elevation ?•
Inv. 1.88 , eco sign MEG - Match Existing Grade SITE Bracken Ct.
et
Inv. 1.88 top / v$l�ue Street) e i RCD Y Rock rd (Check Dam �1
top 12.79 i ublic pr u,m asphalt
4' nv. 2.06/ inv. 10.29 sw QO (P goe key o drive FES - Flared End Section
Sidewalk (( �) 6�n 1�'vY '� /� Inv. - Invert Greenford Pl.
', I inv. 7.51 s= C2-�,5va� v. In \ -Centerline
Line
sop 12.63 I I I 'I /� W� Curter ' Top 17, 17.0 w/FES s x \ RCP Pr Reinperty f forced Concrete Pipe
e
1 o be wn Inv. 13.5 .� g0 eco scb - Existing Catch Basin
I I x 15' RCP / �� RRA - Rip Rap Apron
1 Ex.4 \ �- - Flow Arrow
o I?Sidewalk x 16.15 - Proposed Elevation Ike
x tap 12.73 Top 15. sign GENERAL NOTES: of of - Silt Fence
inv. q.70 (sw Inv. 10.0 0 - rr rr CL -Clearing Limits \>-eh a
( ) � Site Benchmark A I. AH easements to be Drainage � utility at \
dimensions shown, unless otherwise noted. O - Pipe Label
34' I A ' Clearing Limits at
I I I II III EG* ° Al Pro Line 2. This project is not within any areas of
1 ert environmental concern, ex as noted. - Inlet Protection around
ecb x. r RCP M G* I Swale 3. Flood lines digitized from an electronic overlay of - etcEarth Basin and Yard Inlet NwY• 24/258 \^ ?4
top 13.Oq 18.0 FEMA map CPN 370175 4377J (City ofor
ex. __ Jacksonville). Effective Nov. 3, 2005. -Retaining Wall ��
3:1 Swal Top of Berm 21.0 4. Topographic contours taken from a survey by
1 3:1 resat ¢. Swale Parker 4 Associates, Inc. dated 05/25/08. Vicinity Sketch
chainllnk --- B 6. 20.32 S. Wetlands line taken from a survey by Parker 4 Associates, Inc.
-tY fence ex I 0/ dated 06/24/08. Not to Scala
earn headwall x 30" RCP /" \ 6. For additional details, sm specifications and
Z Interceptor Swale
inv 1.� v. 2-69 additional plans.
«,e 6 Site Benchmark "A" Site Benchmark "B"
epp i v. 1.37 � lev. 13 S �/� � • . / , � 7. Sidewalks shall be free of crocks and breaks - Swale 20.5 prior to the issuance of a certificate of occupancy. " " i "
Inv 1 44 P 1 Out /; / 8. Areas noted for trails and greenways aid/or X Chiseled in the top of curb 4 X Chiseled in the top of curb
%- - Top of Berm 21.0* required sidewalks shall be unobstructed from and of a block wall Elev. 17.51
/FES CE- Swale Iq.23 6" below grade to 8' above grade (overhead Elev. 20.17
( clearance). Telephone pedestals, electric
transformers, drop inlets, fences, or any other EROSION AND SEDIMENTATION
Release scale obstructions shall be removed ax! / or relocated CONTROL NOTES:
\ in order to create and maintain this clearance.
Natural
to
P c I. Construction Sequence:
Elevation ' 6.5' I �! DRAINAGE PIPE CHART A. Notify prior
of Jacksonville Public works Deportment, Engineer and
/ II Owner prior to beginning construction.
lion wal g. \ / j 2 Swale B. Clear only the area necessary to install the construction entrance,
others 20.32 detention to be used as a tern
AREA Q10 DIAMETER GRADE LENGTH tad ( pansy sediment basin), silt fences,
/ 20 6 PIPE (acres) (cfs) (inches) (%) (if) � perimeter swf these
The remainder and bulk of clearing is not to be done
Sherpa / / C until installation of these four items has been completed.
/ _ / , Al 0.37 1.7 18" RCP 0.13% 53 C. Sediment control measures are required to be installed at the earliest
pond
draintol r a I _�` ll ;I A2 0.41 1.9 18" RCP 1.8% 55 practicableGrading operations shall begin at
date offer start of work. Gradi
pond / �� Top of Berm 21.0 B 0.1 0.6 12" RCP 1.23% 81
low points, points of outfall release on at other- locations of where
11 , C 0.49 3.0 15" RCP 0.90% 128 sediment control measures are shown on plan; and the sediment control
Y D 0.13 0.8 12" RCP 2.98% 101
YI devices (sediment traps, silt fences, diversions storm water treatment
E 1.03 6.3 18" RCP 0.41% 73
Silt fence at � / - � � �A Top A,]q eras, etc.) shall be irotaHed before on aimultmeoualy with the grading
I� Inv. F 0.06 0.4 12" RCP 1.89% 106 of on era draining to the device.
Clearing Limits Y ng
��`, n� G 0.15 0.9 12" RCP 1.0% 101 D. Install stabilized construction entrances prior to beginning construction.
O \; 3:1 Swale H 0.19 1.2 12" RCP 1.2% 50 E. Cleargrub entire project area. Naul off all cleared debris. No burning
Pegg. Am Morton / I / D ° Interior Drai Bobby Ray E and grub
0.22 1.3 12" RCP 0.59% 59 allowed.
/ �� to pond
M.B. 14, Pg. 66 J 0.68 9.2 15" RCP 2.1% 90 F. Construct stomwater pond.
II I I E ® Tip 16.0 ¢Swale 2L15 R 1.14 7.0 18" RCP 0.45% 45 G. Install silt fence where drown immediately after clearing. Fill site. Rough
F 15.5 L 1.82 11.1 24" RCP 1.67% 12 grade and temporary seed areas not to be disturbed during street
' YI ape E-10.7 j' l _ Top of Berm 22.0 construction.
pe C-12.0 ��` _
r H. Limits of clewing will be as shown. Silt fence shall be installed at
Brook Valley ' In 10.4 ® pipe 0-12.0 i 4 \ / Swale 20.50 the down slope edge of clearing immediately after area is cleared.
Section 2-A / _ Q=CiA CPP =Corrugated Plastic Pipe Silt fence shall be maintained until the area is stabilized completely.
D.B. 3051, Pg. q6q �- I I I I _ j ! `� ' I=7.2 in/hr. Silt fences as shown based on topographic information in the
® •' (Smooth wall interior)
Yl Interne Swale to locations expected to be needed to trap sediment prior to entering
j �� \ existing Interceptor
*_0.85 g RCP =Reinforced Concrete Pipe slope
Concrete op 13. j / � � -Peak flows are mitigated down areas. Actual locations of installation shall be adjusted to
Spillway I I inv. qut I 10.2 / \ / / '� • - / by Pond Retention. the actual physical an site topography. That is, where silt fence is
Silt fence at 0 \ K /l l �l Curb cut to allow not slope, silt fence shalan the l but
nstalledthe • Where theual hactualltopograpohywnward
Clearing Limits drainage to flow into NOTE:
reflects an upward slope silt fence is not required.
parking lot 1. Gantroctan shall use invert elevations shown on plans for construction. I. Install sanitary sewer service.
Grades shown above are rounded.
Begin Interceptor Swale 2. Pipe lengths do not include flared and sections. J. Install storm drain pipes and catch basin protection.
s \ I 70 J Elevation 23.0* K. Install water service.
/
low L. Rough grade drives and parking.
/17. \ M. Construct building. J' j N. Fine grade street. Place CABC over compacted subgrade.
Contractor
s
test, on the
7.1 / ® subgrode prior to�eand installing stonuct and e, a proof l on thestone prior to
Rip Rap a
/
Flood Zone AE Lined Berm � � � l installing asphalt. The proof roll testa shall be conducted in the 8 ( presence of a City of Jacksonville Construction Inspector.
O. Complete fine grading of landscaped areas in parking lots and mound
I ' Berm Elevation - 27.0* or building.
/ P above existing contours to P. Maintain erosion control measures as needed to assure full functioability.
deflect Offsite Stormwater. Q. Install asphalt surface course.
R. Seed, fertilize, and mulch all disturbed areas within 15 days of
�\ Gleani Limits a tC completing any phase of the grading work. Apply temporary seeding If
/ 1 \ area is to be disturbed again and permanent if seas have been final
Top 15.55 \��. �� \ graded d accepted by engineer and owner.
FL-15.05 2SeedinanI 6. . g Specifications:
� Pi I Inv. 12. $ - � ��- Apply time and fertilizer
d work into seed bed, seed mixture shall be
Gleaning Limits / I Pipe J In 12 16 IS - � - \ distributed uniformly and covered with a clam straw mulch. Mulch shall be
I 6 wa\ ✓. crimped or tacked to help hold in place. See Detail sheet for material and
application rates.
Elevation a drain 3. Contractor is responsible for maintaining all erosion control measures and
deflect Oman. drainage shall amend measures as required to prevent accelerated erosion from taking
to existing drain.
Floodway O '0 ,� .�,I \ !� place on this site, until site is restabilized and accepted by City of Jacksonville,
engineer and owner.
/ • In .Out 6• \ - N YI - , _== 4. Upon restabilization of all disturbed areas and swales, contractor shall remove
all temporary erosion control facilities and grade, grass, mulch, and restabilize
Gate the areas. .......
YI
I Ftobd Top 16.-
Zone A Inv. 12.4 \ -- _ r - /
\ G Y I I7 0 si J- =�
Vegetated `Gl C -i Inv. 14 0 ' /� -_ 217 T 25wala
Filter Strip
Flood
Zone
l R -
Shade Y
I
6\ �0 To 16. etention waI
Swale Inv. 15.0 Y Others 17. 5 3:1 Swale on top of
/ drainage pipe
Wetlands Liner - Emoreency
Spillway
I ll Elevation 11.6
' � � � Q � Gleaning Limits r'-n
Release •
0 Elevation 8.
W
Concrete Level Spreader
NOTE: I I Elevation 7.5
Contractor shall insure that he and all his workers (contractors, Use Typical straight faced
subcontractors and other site personnel) do not damage construction curb 4 gutter as level
stakes or other measures used in laying out the project whether by IL �� spreader
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 J
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 L // Aaron Forest g. 17q
ames
P
if ail of the above measures are not strictly adhered to. The Engineer shall M.B. 47, Pg.
not be responsible where due to damage, his staking cm 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. FIELD BOOK: N/A
Rev. 08/21/08 JJL - Revised pipe chart. I DISK NAME: 21
FILENAME: Doris -
Rev. 8/06/08 JJL - Revised per COJ/TRC Comments. is-gen.dwg JJL
JOB NO.: 8080205-4445
Rev. 7/28/08 TLC - Revisions per COIcomments.
Sheet 4 of 9
i,iiiiigtl rrr Pri`, �( � b
Grading, Drainage, Erosion & Sedimentation Control Plan
Doris Place
27 Doris Avenue ��
Jacksonville Twp., Onslow Co., North ¢Ia3 I" -j
Owner/Developer:
Garland W. & Sue C. Tuton
P.O. Box 1066
Jacksonville, North Carolina 28541
Phone [phone]
DATE: 07/07/08 GRAPHIC SCALE: 1"=30'
0 10 20 30 60 90
SCALE: 1 "=30' ION FEET
Parker & Associates, Inc. ing Ha
Consulting Engineers - Land Surveyors - Land Planners s°'4 n��
P.O. Box 976 - 28541-0976
306 New Bridge Street - 28540
Jacksonville, North Carolina
Phone [phone] - Fax [phone]

p�fri. • . s
i4r<f4pf•.
,✓� :pf4dff4<,
Vfrfefrrii,
`��\�fr�if
♦
�rUrf �rfii
.,fppfr<pfrirti
\\I%filfrei,.f
?11.
•
1
li
t
Pll.at�_.
NOTE 2
WELDED WARE FENCE 4' SPACE.
TOP do BOTTOM WIRES ARE 10
GUAGE MIN., INTERMEDIATE
WIRES ARE 12 1/2 GUAGE MIN.
EXTEND FENCE 6" INTO
EXCAVATED TRENCH
SELF -FASTENING STEEL POSTS.
`, DRIVE POSTS 24" INTO GROUND
�\ BRACE POSTS AT
/-LOW POINT
110•
STEEL DRIVE POSTS
NOTES MIN. 24• (E-XTRP( DEPTH
REOUIRED FOR(UNSTABLE SOILS)
1 • Toe in backfill Into trench and compact the
soil firmly to anchor the bottom of the silt fq 4 so that the runoff is forced
to go through the fence. No runoff is to flow( rider the fence.
2. To Increase storage capacity and prolong the 'I a of the silt fence, excavate a
6"x6" sediment trench uphill along the line of osts whenever possible.
4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
silt fence.
5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow
(creeks, ditchlines, swales etc.)
TYPICAL SILT FENCE
Not to scale
INSTALL RIP RAP
ONE FOOT OPVER
wW r TOP OF BANK
W W
APRON -
NON -WOVEN
GEOTExnLE
1.5 x d5o BUT NOT
LESS THAN 6' MINIMUM
NOTES-
1. Initial course of rip rap to be laid in excavated bed of side slopes. Rip -rap is
not to be told on top of grade of side slopes.
END OF PIPE
TREATMENTS
Not to Scale
FIN15HED GRADE Z
5UBGRADE� N
Ju
II
19 GA HARDWARE
CLOTH( 1/4"ME51­1
OPENINGS)
8" CONCRETE BRICK WAUS�.Z
OR PRECA5T VAULT WITH
EXTENDED BASE. /
GROUT INVERT CHANNELS mot-
24'X3G' HEAVY DUTY
FRAME AND GRATE
TEMPORARY
GROUT 4' MIN. 5TEEL 5TAKE
:1 PROP05ED
5UDGRADE
PIPE DIA. + 12" MIN.
PIPE
LI G11
OR M57 WA5HED STONE
19 GA HARDWARE
CLOTH( 1/4"ME5H
OPENING5 )
CAPITOL FOUNDRY DI-840.03
OR VULCAN V4066-1
FRAME, COVER & HOOD
PS1-PF STEPS PROVIDED
BY PRECAST
MANUFACTURER OR M.A.
INDUSTRIES
SEE DETAIL C06.04
-..
(MUST BE 16" WIDE,
'• d' '
INSTALLED TO BE 7" FROM
-• - - ,+ ,
FACE OF WALL TO BACK OF.-;..;
STEP AND NO GREATER
< '-:•_=
THAN 12" SEPARATION) MIN.•
'
15" OF CLEARANCE MUST
i=
BE FROM CENTER OF STEP
TO OUTSIDE OF BOX
"'d • d
s
,
FOR PRECAST BOXES,
JOINTS TO BE SEALED
}•
`::
WITH BUM RUBBER
=._-..-=.:•':=:."
JOINT SEALANT
'
EXTENDED BASE
CURB TRANSITION
BACK OF HOOD
ALIGN WITH BACK
OF CURB
SEE NOTES BELOW
& DETAIL 634.02
VARIES
MAXIMUM 8'-0"
WITHOUT ENGINEER'S
APPROVAL
SEE DETAIL 639.01
FOR PIPE CONNECT ON
AND FORMED INVERT
CONSTRUCTION is
3"
PRECAST CONCRETE CONCRETE BRICK
NOTES: BOX SHOWN BOX SHOWN
1. Use either concrete building brick - ASTM C55, grade N, type 1
or clay brick - ASTM C32, grade MS.
2. Mortar to be type M.
3. Concrete pipe to be class III
4. Precast boxes to conform to latest ASTM C-913
5. Precast boxes concrete strength to be a minimum 4,000 PSI at 28 days
6. See detail 634.02 for miscellaneous notes,
TYPICAL CATCH BASIN AND
CURB INLET WITH HOOD
g.
e4 REDAR AT 1 2" O.C. E.W.
OR MONOLITHIC PRECA5T BOTTOM
NOTE5:
1. BOX TO BE IN ACCORDANCE WdTH NC DOT STANDARD5. BOX TO
BE ENLARGED TO ACCOMMODATE LARGER OR MULTIPLE PIPES AS REQUIRED.
2. FRAME AND GRATE TO BE rA5T JORDON IRON WORr5 V53GO-1
OR APPROVED EQUAL.
3. SILT BARRIER TO BE HARDWARE CLOTH AND 45 AND 057 STONE
4. ALL SEDIMENT, WET, MUCKY, OR YIELDING 501L MATERIAL5 5HALL
BE REMOVED AND REPLACED WITH COMPACTED 5EECT FILL
PRIOR TO PLACING BA5E COURSE.
YARD INLET CATCH BASIN 2' TYPE 5F9.513 BC5C ASPHALT
WITH TENIl'ORARY SILT FENCE
NOT TO SCALE
8' CABC
COMPACTED
5U5CAWE
Rev. 08/06/08 JJL - Revised per COJ/TRC Comments.
Rev. 7/28/08 TLC - Revisions per COJ/TRC Comments.
Not to scale
Drainage Structures Notes:
1. Boxes may be reinforced masonry, masonry, precast concrete or
cast -in -place reinforced concrete.
2. Any non-standard box (non-standard meaning not shown in this
manual), is to be designed by a NC Professional Engineer and approved
by the Public Services Director.
3. The maximum height of an un-reinforced masonry drainage structure
with 8" walls shall be limited to 8'-0" from invert of the outlet pipe to
the top of the casting. Depths greater than B'-0" shall have wails 12"
thick. Basins over 12 in total depth shall be designed by a NC
Professional Engineer and approved by the Public Services Director..
Four inch walls are not allowed on drainage structures. Bottom slab on
structures shall be reinforced when box depth exceeds 8 ft.
4. Steps are to be provided on all basins deeper than 36".
5. Steps are to be PS1-PF as manufactured by M. A. Industries or an
approved equal. Locate on non -pipe walls. Steps shall meet OSHA
requirements.
6. Mortar in masonry boxes is to be type M.
7. Clay brick structures are not allowed.
8. Concrete pipe is to be minimum class III.
9. Concrete building brick is to meet ASTM C-55, Grade N. Type 1 and
must be NCDOT standard.
10. All cast -in -place or precast concrete drainage structures located in paved
areas accessible to truck loadings to be designed to meet AASHTO HIS 20-44
loading. See manufacturers details for wall, top and bottom thickness.
11. Inside of boxes shall allow for 6" of clearance on both sides of pipe. The
dimension shown on the structures in this manual are minimum
dimensions. For boxes with greater dimensions, either corbel walls, add a
reinforced concrete top slab or lengthen box by adding additional grates &
frames. Top and bottom slabs to be designed by NC Professional Engineer
and approved by the Public Services Director for H2O loading.
12. Maximum horizontal span of an 8" thick wall shall not exceed 8' for
boxes of 8 feet or less in depth and 10 feet for boxes 12 feet or less
in depth.
TEMPORARY LINER TO BE CURLEX I FOR
5WALE VELOGTIE5 UNDER 5 FP5 AND
CURtEX 11 FOR 5WALE5 VELOClTC5 UNDER
7 fP5 BY AMERICAN EXCELSIOR COMPANY
OR EQUAL
NATURAL GROUND
__-_--
111 Imo' L Cll�lr'
3 or
Varies
SWALE DETAIL
4' WALK
3000 P51 CONCRETE 51DEWALK
GXG-1 O/ 10 ww'M
I/4%FT. MIN. SLOPE 1/2' PER FOOT MIN. SLOPE
i0
77
X\\\\
s s s
e
G. COMPACTED
SUBGRADE
COMBINATION CURB/SIDEWALK
NOT TO 5CALE
1 /8' RADIUS 11 �1/2'
PREFORMED ASPHALT
IMPREGNATED
•' EXPANSION JOINT., •;
TYPICAL EXPANSION JOINT DETAIL
R/W
VARIES (SEE CITY OF JACKSONVILLE
1'-O'MIN. SIDEWALK AND GREENWAY PLANS 3' MINIMUM
iVARIES TOOLED EDGE (TYPICAL) SEE DETAIL 401.01
® 4" THICK 3000 PSI
CONCRETE S/W
1/2 r' 1/41 ® 12 CURB
4nDN SLOPE �1 PAVEMENT
_
* VARIES, MAXIMUM SLOPE 3:1 COMPACTED UNDISTURBED
UNLESS APPROVED BY THE SUBGRADE SUBGRADE
PUBLIC SERVICES DIRECTOR.
TYPICAL SIDEWALK with UTILITY STRIP
R/W
VARIES (SEE CITY OF JACKSONVILLE
1'-0"MIN. SIDEWALK AND GREENWAY PLANS) 3' MINIMUM
EXISTING VARIES TOOLED EDGE (TYPICAL) SEE DETAIL 401.01
�ADE
4" THICK 3000 PSI
- CONCRETE S
I11/z 12 - - _ _ /W
ON SLOPE 12 CURB
\\ J. �1
• /�/ //��/V� / - • .. -. .. : -• . _ � V PAVEMENT
III VARIES, MAXIMUM SLOPE 3.1 COMPACTED UNDISTURBED
UNLESS APPROVED BY THE SUBGRADE SUBGRADE
PUBUC SERVICES DIRECTOR.
TYPICAL SIDEWALK with UTILITY STRIP
NOTES:
1. Provide 1" deep tooled traverse structural score joint with 1/8" radius
at 6'-0" o.c.
2. 1/2" reformed asphalt impregnated expansion strip joints to be placed
32'-0 o.c. longitudinally, adjacent to curbs, when butting existing structures,
concrete, or buildings, and at changes in width.
TYPICAL CONCRETE SIDEWALK
AND EXPANSION JOINT DETAIL
Not to Scale
m
0
611
6e 6°
2
6"x6" WWF
6'0, 6'0°
Slopes may vary but positive drainage must be maintained
DUMPSTER PAD DETAIL
SUP RESISTANT WARNING SURFACE ISOMETRIC VIEW
MAXIMUM SLOPE = 12:1
LA III
' ff
11IFF
(TINTED BATTLESHIP GRAY) 20'R = S-1 7/8"
SEE NOTE 4 VARIABLE
w z
I
- SLOPE
-RESIDENTIAL-
NOT TO EXCEED 12:1
SEE NOTE 3
w
w
0
-
���
PC OF
RETURN
1
•_id l
O
EXISTING ROAD .. •• •00 © -
o�
o•ao:O.o'-�
-Ca
R
R/W \ I I a I/ R/W
CONSTRUCTION
ENTRANCE
PROFILE
(SEE NOTE)
PLAN VIEW
50' MIN.
LENGTH
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
Not to scale
Canstructim Soscificatiens
I. Stone sift - Use 2'-3" Dianetw Stare.
2. Lerwth - As effective, but not lees th. 50 feet.
3. Thk - Not less tfm six 6) nch".
4. Width - Not less thm full width of all pants of
inerese ar aWvss, Mnimum oP 12'.
5. wasMna - When necessary, wheals shall be cleaned to
remove sediment prior to entrain mtc public right-of-
way. when woshng is neq irad, it shall bs done m m
area stabilised with crushed stone which drains into m
approved sediment trap m sediment basin. All sediment
shall I. pravmted from mterirp my stone drain, ditch,
m water= though uss of sandbags, grovel, boards
m ctlwr approved methods.
6. Mdntenmce - The entrance shall bs maintained in a
coditim which will prevent frocking m flowing of
sadirrnmt mto public riahte-0E- This m ire
peniodic top dressry with additional stave ce "IItims
demand and repar and/or clemad. of 7 meceuroe usad to
trap sediment. All sediment, spilled, dropped. washed m
7. Install Geo-Nbric order rack.
PLAN VIEW
Not to scale
w
wW
w
=j--a
- -a- -
--
1t1 ".'. d,y•a I!.
s. .
- •d
GATE ( NOTE 2)
•
a �
-
.;• •
6" THICK CONCRETE PAD
,J1
",per
Q,I :I�-- - ""ail
_�
- • °d•I`I-'•
TO BE 3,000 PSI AIR
___�
I,l '• SLOPE•:
SLOPE ".
ENTRAINED AT 28 DAYS
W �,
,i ••d
TO DRAIN .•. 4I"._
_
"_"a'r...-.TO DRAINJ:t
..r'•{.�::..'r.
--.:.._.It
�.
TURN DOWN EDGE
FOOTING BELOW
1.
Y
i. L---
di__t._/.J
_---
a
PROVIDE 1' CHAMFER IF
FRONT CORNER(S) ARE
SURROUNDED BY ASPHALT
(TRAFFIC AREAS)
(- 8 0" T 6 -0' 1
(2) 6" DIP OR
STEEL PIPE
FILLED WITH BOLLARDS. SEE DETAIL 409.04 SECTION A -A
CONCRETE Fence height rust be n
minimum of 6' high or taller than
SLOPE MAY the container which ever Is greater.
VARY BUT
POSITIVE _ 8'-0" 6'-0" SLOPE MAY VARY BUT
DRAINAGE MUST POSITIVE DRAINAGE MUST
BE MAINTAINED 4'-0" BE MAINTAINED 1�1
co I 1
lil FT'
BUILDING in 1 1
I�-8" TYPICAL
PROVIDE 6x6 W2.9 x W2.9
WWF - 2" FROM TOP
8" SLAB AND MIN 3" FROM
�- L2] EDGE
NOTES:
1. Provide 1/2" preformed asphalt impregnated expansion strip along perimeter of
pad if concrete dumpster pad abuts any concrete.
2. Dumpster to be screened. Minimum gaie width to be 10'-0" in accordance with
the City of Jacksonville zoning ordinance.
DUMPSTER PAD DETAIL
(WITHOUT FLOOR DRAIN) FIELD BOOK: N/A
DISK NAME: ACAD 2110
Not to scak FILENAME: Doris-gen.dwg JJL
JOB NO.: S080205-4445
Sheet 7 of 9
e' MINIMUM �\
I\I
1/2• PREFORMED
4'-0" MINIMUM
���
EXPANSION STRIP
6' MINIMUM
VARIES PER RADIUS OF
CURB RETURN
sr��c^yl9
4" THICK
6' MINIMUM
w
O�
�~
CONC. SIDEWALK
l
1/2- PREFORMED
"ADA DETECTABLE
w
ASPHALT IMPREGNATED
WARNING DEVICES'
VERTICAL CURB
EXPANSION STRIP
12:1 MAXIMUM SLOPE
PAVEMENT
COMPACTED BACKFILL-
SECTION A-AII='-
NOT TO SCALE
i
VARIES PER RADIUS OF CURB RETURN
DEPRESSED CURB
II DEPRESSED CURB
1/2 PREFORMED
ASPHALT
IMPREGNATED
EXPANSION STRIP
VERTICAL CURB
6'-0" 4'-0' 6'-0' ¢
MIN• TOP OF
CURB
� VARI. SLOPE NOT ' GUTTER
TO EXCEED 12:1 LINE
DEPRESSED CURB SECTION B-B
CAST IRON MAT WITH BUILT IN TRUNCATED
DOMES IS TO BE SET FLUSH WITH THE
CONCRETE AND THE ENTIRE SURFACE
BETWEEN THE MAT AND CONCRETE GLUED
WITH EPDXY CEMENT. EACH MAT IS TO BE
NOTES: AT LEAST 2' LONG AND 3' WIDE.
1. Detectable warnings shall contrast visually with adjoining surfaces, either light
on dark or dark on light.
2. The material used to provide contrast shall be an integral part of the walking
surface.
3. Dimensions assume 90' centerline Intersection of streets.
4. Concrete shall be tinted battleship gray. Painted surface will not be acceatable.
TYPICAL WHEELCHAIR RAMP - TYPE I
Not to scale
Seedine Svecifications
Fall Permanent Seeding -__.......-............._.._....................__.......
....August 15 - November 1
Lime.... ............ ........ ................... -_..__--._----------------------- .....................
....................................... _.._...2 tons/ac
5-10-10 Fertilizer ........... .... __...___...-... .... _...... .___............................
..__1000 Ibs/ac
0-20-0...... ......... ...__...._...._...._......_...................... ___ ................ _.._-
................................... -........_..500 Ibs/ac
Unscarlfied Service Lespedeza............ ....................... .._....__.........
.----- _.._..._----...__............. ... 60 Ibs/ac
Ky-31 Fescue ..... ........__..................... .......................... _._........ ...................................................
__.... .30 Ibs/ac
RyeGrain ........ ...........................................................................
- ................. ..___25 Ibs/ac
*Straw Mulch ........_._......_.--------__..-----._.___......_...___- ...................
................ ...2 tons/ac
Fall Permanent Seeding - Centipede: .......
September 1 - February 28
Lime.__.___._..._..___.....___........_._................. ............ .........................
_.__......... .__....... - ........... 2 ions/ac
Fertilizer (low nitrogen approved for Centipede) .............
(Appropriate fertilizer approved
for centipede application)
Rye Grain....... .......... .... ........ ... -
.... _ .... ...90 Ibs/ac
Centipede Seed ___._ ____-. ........... ...
...15 Ibs/ac (overseeded in spring)
*Straw Mulch ....._.__._.....__......._......_.__.__.--.__...._._............ ............................
......._...___....._...2 tons/ac
Winter Temporary Cover
November 1 - February 28
Lime.................. ............................... .........._............____._.._..................
.___2 tons/ac
10-10-10 Fertilizer.._ ........................ -___.......... ___ ........ _..._.._........._..__...............
.-_......_....... 700 Ibs/ac
Oats_ ............................. .... _......
._.__..__.................. - ................... 50 Ibs/oc
RyeGrain ..... ....................... .._..............................................
_.__._............................._.._...._.20 Ibs/ac
*Straw Mulch. -_.... -.... _..._............. ........... _...._..._...___ ......_..._-.._..._.................................
... -..._..... 2 tons/ac
Spring Permanent Seeding ...............................................
March 1 - April 30
Lime.... .............. .................... ___
2 tons/oc
5-10-10 Fertilizer - _
......................_................._.........
..._............._...........1000 Ibs/ac
0-20-0._-_............__........._.......................................... ...... ..................
............................. ...... ........... 500 Ibs/oc
Scarified Sericea Lespedeza._....__............................................
...................... ............................. .50 Ibs/ac
Ky-31 Fescue .. ... -.... ........ ___ -----...----.......... .............. .__...... ............_.........
............ ....................... 30 Ibs/ac
BrowntopMillet _......_...._............ ........ ..................................... __..._..........._...._....._.._.._...._...........20
Ibs/ac
*Straw Mulch...... ............................................. _-............................................
...--.............. . 2 tons/cc
Spring Permanent Seeding - Centipede
April 1 - July 15
Lime, _-_......_.._...... ___ ...... -.... ................
2 tons/ac
Fertilizer (low nitrogen approved for Centipede) -..........(Appropriate
fertilizer approved
for centipede application)
CentipedeSeed_.___..._ ............................................. ..............................................................
.........._....90 Ibs/ac
*Straw Mulch ..... .............._.........._.................._.........................................._._...._......._._.2
tons/ac
Late Spring Permanent Seeding ........... ............-_........._....._.__........March
15 - June 30
Lime. ............... ._._.._......._...__....................................................................................................
........._.......2 tons/oc
10-10-10 Fertilizer. _....................... ...__..........._.._....._..._........_......._...1000
Ibs/ac
0-20-0.._..... .._..._........_......._.................... - .......... ........ .....................................................
......500 Ibs/ac
Scarified Sericea Lespedeza............................................................................................................40
Ibs/ac
Common Bermuda Grass (hulled)-...... ....... ...............................................
_.__.................. ..8 Ibs/oc
*Straw Mulch. ........... . ............ ................................. - ................................
.......... .............. 2 tons/oc
Summer Temporary Cover............................................................................June
30 - August 3
Lime........ -----___.......... _................ ............ ......................... ......................................................
-......_......... 2 tons/cc
10-10-10 Fertilizer ........ ____ .......................................... .._........_...._........._.................._........._.700
Ibs/ac
BrowntopMillet . .................................. ....................................... .....
......._.__.................. - ................... ..40 Ibs/ac
*Straw Mulch ......... ...............................__....._..._............................._..._..........._._.........
2 tons/ac
NOTES:
1. * Mulch will be doubled if crimping is the method used.
n
UrV�
a iy 145755
V
yeti NE�,
Grading, Drainage, Erosion & Sedimentation Control Detail Sheet
Doris Place
27 Doris Avenue
Jacksonville Tulp., OnsloLu Co., North Carolina
Owner/Developer: _
Garland W. & Sue C. Tuton �' -Y p 116'7 f b
P.O. Box 1066
Jacksonville, North Carolina 25541 i
Phone (q10) 577-I441
DATE: 07/07/08
SCALE: Not to Scale
Parker & Associates, Inc. ng Aatj
Consulting Engineers - Land Surveyors - Land Planners 0s ��
P.O. Box 976 - 28541-0976
306 New Bridge Street - 28540
Jacksonville, North Carolina
Phone [phone] - Fax [phone]
,
'SHE L.-T to U)= 8 SITE

G" HIGH G" WIDE
CONCRETE CURB EACH 51DE G" DIA. RIPRAP 5HALL BE
/—
IMBEDDED 3" MINIMUM INTO
CONCRETE SPACED IN 5TAGGERED
ROW5 AT 1 2" ON CENTER
F-I 2" EACH 51D 12,
PIPE INLET 0000000000000000000 CO
)000000 0000 O
00000000000 0 00000000 ~
0000000000000000000 = V'
000000 00000 0
o_O_O_000_0�0°0°000 3
LENGTH VARIES
15HALL GO TO BOTTOM OF POND,
TEMPORARY POND
PERMANENT POND
2:
G" THICK CONCRETE SPILLWAY,
REINFORCED WITH WWP ME5H. % FOREBAY
SPILLWAY SHALL BE CUT INTO POND
BANK SLOPE, AND SHAPED TO FIT POND SLOPE.
TOP OF CONCRETE 5LAB EVEN WITH POND BANK SLOPE.
SPILLWAY 5HALL EXTEND TO BOTTOM OF FOREBAY
SECTION VIEW
CONCRETE SPILLWAY WITH RIP RAP
21
NOT TO 5CALE
LINE BOTTOM R SLOPE5 OF EMERGENCY SPILLKAY NITW
FABRIC AND RIP RAP.
2:1
BOTTOM ELEV. 11.6
15'
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
3:1
51DE 5LOPE5
ABOVE PERMANENT POOL
FOREBAY
2: 1 51DE SLOPES
f To Outfoll
Stormwater Pond Detail
1'-20' Scale
Excavate Pond depth 1' below final elevations
to allow for sediment storage.
NOTE: THE VEGETATED SHELF SHALL BE PLANTED
WITH JUNCU5EFFUSES (SOFT RUSH) AT I FT. ON CENTER.
IN= 10.0 TEMPORARY POOL ELEVATION
PERMANENT POOL ONE INCH 5TORAGE
ELEVATION= 10.0 5 FOOT BERM
DEPTH= 1 1.2
FOREBAY BOTTOM ELEVATION 3.0
Top of Pond Elevation 13
16" RCP
MAIN BA51N
BOTTOM ELI
STORMWATER POND
CROSS SECTION DETAIL
NOT TO SCALE
Excavate Pond depth I' below final elevations
to allow for sediment storage.
Trash Rack to be cast iron
grate with I" openings
Bolt grate to concrete
Catch Basin.
Inv. In
e.0
Shelf
3.0
24" Inside Diameter
Precast Concrete Solid Box
Ux I
Base
6n 24' 6
OUTLET STRUCTURE DETAIL
NOT TO SCALE
MAIN BAY
2: 1 51DE
EXISTING GROUND
5TORMWATER DETENTION
POND OUTLET STRUCTURE
SEE DETAIL
6" Dia. 12" Long Aluminum Orifice Pipe,
with 1.5" dia. hole drilled in end plug.
Orifice shall be provided with an
Aluminum trash screen with 1/2" Mesh.
Invert elevation at Outlet Structure shall be perm.
pool elevation Grout pipe securely into place.
e Pool Elev. 11.2
Permanent Pool Elev. 10.0
Bottom of Pond
G. I'G'
f I/2'R
3' R
4%
1 2'
24"
04' oil)44F.Wq1jo44 + "h14 LORI
-Detail shown to be used as a
level spreader
DATE
SCALE:
Detail Sheet
Doris Place
27 Doris Avenue
Jacksonville Twp., Onslow Co., North Carolina
Garland W. & Sue C. Tuton
P.O. Box 1066
Jacksonville, North Carolina 28541
Phone [phone] ._
07/07/08
NOT TO SCALE
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Plal
P.O. Box 976 - 28541-0976
JJL Sheet 9 of 9 306 New Bridge Street - 28540
Jacksonvllle, North Carolina
Phone [phone] - Fax [phone]
U
Rev. 08/21/08 JJL - Revised Emergency Spillway detail.
Rev. 7/28/08 TLC - Revisions per COJ/TRC comments.
FIELD BOOK: N/A
DISK NAME: ACAD 2110
FILENAME: Doris-gen.dwg
JOB NO.: S080205-4445
�Qing Aoryz�