SW8100407_Approved Plans_20100604

City/Board of Education
Cooperative Use Area
CRE5ENT RIDGE
PHA5E I
TC TT M.B. 3G, PG. 3GVICINITY Sr*,.h
-'
27 ;
\ 28 ,
�119 i
\118 i
\117 i e
PROPOSED --
CRE5ENT RIDGE
\116;
PHASE 2 -"
�115,
\114 i
\113 i
11121
\ 111 i
Vil
�110;
floe; O
floe;
\io7,
\105 , /`
\104 i
` 90 91�,' \ 92 93 i + 94 i i ,' — t. — � r98
--'
t1ENDER50N DRIVE
' RESERVED CORRIDOR
&
. - LA- a§�„. tip £'ry
JA ,,,� _ .-') �! £ S k ear; .- t
2354-1-0976.
Parker & Associates, Inc.
Consulting Engineers -- Land Surveyors - Land Planners
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
Date: 04/05/01
Revision Date: 12/ 18/01
Revision Date: 04/03/02
Scale: 1 -200
SIWMWATUASTU PLAA/
�07

o LEGEND R- Radius
/ Right -of -way
ek. o cats - Cable Television sat. - Satellite
gspho t ! conc. -Concrete s.t. - Sight Triangle
- Street Sign
Concrete Sidewalk -a-
c°hc : ,< c*g - Curb and Gutter sTOP - Stop Bar
D.B. Deed Book ® - Stop Sign
E - Eosting
o eb - Electric Box -Traffic Flow Arrow
Elev. Elevation trans.-- Transformer
- ! S Control Point #2 Typ. Typical
3 772.687 The Vitt ex. Existing
age at Carolina Forest ^g UG Underground
kf 2,477,658.544 \ Phose I Existing Traffic Flow Arrow - Chain Link Fence
o M.B. 4% Pg. 210 for - Fiber Optic Marker E E -Underground Electric Line
TCA Zone gw -Guy Wire Gas -Gas Line
20' Perimeter '\ y ohpi -- --- ohpi -Overhead Power Line
Multi -Family +/ N/G - Nandicop p p
e / Buffer Y'; \ - Woods Line
1
Ex. 30' Public Drainage, Utility / / ' \ 1 ; 1 D \ / - Handicap Symbol
i Q 4 Access Easement per / /
M.B. 48, Pg. 104 / _
p \ :' C _ : l' ` ► O isf Iron Stake Found
M.B. 56' g 177 P
O I SS - Iron Stake Set
20' Perimeter / / \ Gross Walk t A ` `, L - Length
Buffer / =r to be in \ a---- Existing L.F. - Linear Feet
a Q rdonce S rin "" ood Drive 1p -Light Pole
0z / / \ with MUTC� p
/ R=200.00 \ tandards Private Drive -Proposed Light Pole
/ L=140.70' ao,
�-� M.B. -Map Book
NBI Financial 11, LLC / / Ch=S46'5051"E MSL - Minimum Building Line
D.B. 31g71 Pg. 632 / / 137.82' �, TRACT DATA.
M.B. 56, Pg. 177 / �X�, �`: N -Northing
/ \ a r hone So
Western
Boulevard
CSR 14?
tic
S,� ,
4'
Vicinity Sketch
Not to scale
NS Zone e- / \:► • 20'R .11-46 a pb - P x Acreage in Total Project ........... 16.0 Acres
Vacant 4' Green or Slack / Stormwater � - P _ P
Vinyl Coated / % Detention �� - SOG �F ` O pkf - PK ail Found Acreage in Park or other usage ..... 0 Ac . -
Chain Link Fence / Pond N/C Ram �'� y `-L�� p pp -Power Pole Open Space Required ................ 1,200 S.F. x 208 5.73 Ac.
a / \`V
a , N / Recessed _ Ex. _
N u oa i'"� Trash Compactor R 135 3" Sidewa
u (TG-1) Ch=533'31'3 "E \ to be _ISee ��G�
4 u r� / / / Plans Architectural 135.00'
Q ex. 8' asphalt trait
s
n / / 2201� �` Ramp /
pkf in / 2 / / 162 R
20' Public Drainage 4 asphalt walk 144'R
Utility Easement \\
/ \ \
_ -� ex. 30' Public Drainage,
Utility 4 Access Easement / / /-. • `{ 4p, ® of \ \ �ti0 / -t
o per M.B. 48, Pg. 104 \ `
177
20 Perimeter / / / / �lO �_ Z
Suffer /� S (� ..► , 8 :; qs& • ``!' /� G`
/ �`/ 20' 4120 Rs S R
/ 20 Perimeter Q," t3 G►P�es h q
\ \ Suffer / / / ,�, S� R a, Ss D► \ Leh
\ � � 39'•2l„E 3 ` � � / � / 0� idc�lk � r � S`�' � • ` \
��t 4 5 5 x5 \rci' /
N/G Ramp / Passing +
• / �Cross Walk to be Whee isf / / Stops Area R , \•� PP
e 20 R / accordance with Stops �� / / cn _ (Typ•) P/C_ �o�F
SOG to (Typ°) S/ ,� Unit S t " 6�% �'� �_
/ MUTCD ��tandards `� , / / 'p 59, - \\ o
5'x5' Unit / tri °< .•' ,�,\ _ i ��i
U / Exterior aD~ �j \ '� .�
�•�, / Passing in 4 Side N/C 5' w - �-
Area Lighting u,Qjk it `� a� t, �
Building Unit to ' �0 0 /
ItTYP-) _ •_ . tI) N/G A ss _ �AltS P° \S 06
30'R Bj�1 n Unit Poirst '�. '. _
N/C Ramp 'SCR N/C Ramp 40 --— �,a �� \ '• e��
a, 1 y QS
o �u 0'R 1► `� rose H/C
24'
�
SOC,� / N
Unit
74R\=
Walk
8' Extruded TYP•R=1540000' Ramp S5R
T N
. _
o+
Curb
Chi N27'25' 17" E ai lam° S/ N/G Ramp 's Exterior
.}
.,NCO Uk. / 398.01' Kiosk _ J� Spq�a �p It S Lighting - \
(MK-1 % Typ•) � /4
/ OC - V• 5
existing / / '~' Z Concrete Jking \
�/G
at trait- r- 44 R en _ \
� F
_
'
/ N/G N/C Ramp N Q�
asphalt walk / /G Ram ,U; '�` r m Unit �y
-- - _ y
at trait � % °•_
t end of
existing nit Pool
Pool s i •,�'� Ram
asphalt Sidewalk T \ '
I SS Control Point # @�� ti� t° UG ¢ �2g # -�y • _ °
N 3881125.12g o� t �� / \ 9� l� h :_
q
�U / Witness Pos� �/
_ • 4' k �' f '`` •`54�
U
E 2, 4761 g37.894 e?� `- _, �. _ ,c„• \
Elev. 48.78 p �,a
� n �� :ex. 5' conc. sidewalk \
Riser Cabana
Cabana a `R \
, , N/C Ramp (.lyp•) (CAB-1) -44 oa ED" /
PP W/ d�. 4r 6' Extruded
transscope
- ut
® o area Curb
o W - e
9 �S �' ¢
S n
conc. pad \ + T Wheel u" R=1500.00'
_..._--- �,cs-- •' \ �► ' . �l• j Stops 5 R L-117.86 /
a�bh4 existingE \ S -- a Q,j� W Gh=545'46`18"W
buildiniT
v `U to N/G Unit 117.83'
�
Building
/p Access •�^�� H/C 5 R / ,0��
existing g� S Point .�� Unit O� 0, / 0
u
c*g '� _� (.t.yp•) �� Ram Garland W. t
Tuton
f=,
/ d
row of �� //8 .l`' � Unit .�,�, y 5' � / D.B. 1598, P
L i �
r 6�'j2 �.f./, \fat. dIS7G� \ •�/ ��` ' V
Q,. s \ \ \ 5 R N/C Ramp
6 S9 N/C Ramp •,"�
e \ 6 51Ry
PP 5 0
- •� f f
155 Corttr•0 Poin 4' Sidewalk
3 . N 387, W.395 b \ ` ryp► N/G s . - j / O"�
A. E 2, 477, 235.240 \ _\ Unit
lev. 47.79 1P -1-14? '
I ,`s /fe e; �
\/ I / V
Ramp �� _\ `�c� °! �� '/ / / isf ��� ITyp.
rash bl \ \ g�/ �- 5'R�P� '�° '�• / '�'�
' Lexisting t _ •\ eQ O
compactor wl 8 \ tb�
e\ wood fence
Ao/
Note: ; Yeb \� - °► 5 C j e `
C®ritractar shaft insure that he and all his workers (contractors, i >, b,,il site t) do not damage construction
e��st •� \ /
r- dire
subcontractors and other \\
stakes or other measures used in laying out the project ject whether by
the i=ngineer or another entity including those under the employ of the $�S " gW • :\`+�\ N/G RaCY1p i-yp. e
contractor. contractor shall cause his workers to observe and verify ,. `' ' ys •• j /
attest extent practicable that stakes, other measures and grades �.,.,,,,,,,,•._ J••..o''�a Gross Walk
to the f
are or to be, accurate and correct, and immediately, but prior \ TYp
' notify the staking entity of any potential conflict, \ \
to associated work, y
the Work. The Engineer shall not
be responsible b�;J
error or gnstion irk \
if all of the above arm not strictly aciherer �ed to. The Engineshalt Puer Place at Carolina Forest a�9
He stole can not be verified. Puller Place, LLC
not be responsible Where due to , �
For critical or costly corn of the work, Where the contractor believes D.B. 2307, Pg. 247 ='�" y `
the contractor shalt nee�est the staking M.B. 47, Pe. 4 �S 1
that staking may not be preserved,
entity to place staking in an area where its preservation can be insured- W -TCA Zone Gs \ / Drainage, Area
• � \ �Ira5 Control Point #6 /
apartments `�
- , r L`' \ / N 387, 628.331
E 2 477 712.126 / to Pond 16.02 Ac.
u , ,
Elev. 50.64
20' 16 /
Perimeter sf /
Buffer \
existing I N 3871650.75q ,
chain link � �O \, � E 2, 477, 652.477 /
fence
isfPP
P'�ate
Terry
Terry Lee
Lanier
arol i
MY
Jacksonvi I le
Commons
�1
Open Space Provided ................ 10 Ac.
Acreage to be disturbed
orexposed .......................... 16.0 Ac.
Zone ............................... CU-TCA'
Number of Lots Existing ............ 1
Number of Lots Proposed ............ 0
Minimum Lot Size ................... N/A
Average Lot Size N/A
ExistingUse. .................... Vacant
Proposed Use ........................ Apartments
Existing Number of Units............ 0
Number of Units Proposed ........... 208 Units (11 H/C Units)
Type of Units Apartments
The Village at Carolina Forest Ownership Status .................... Rental
Phase III Density ............................. 13 Units/Acre
M.B. 511 Pg. 126 Max. Percentage of Lot Coverage ... 0.62 o
TCA Zone Proposed Lot Coverage ............... N/A
Multi -Family
Approximate Linear Feet of Street .. N/A
Existing Tax Map 338, parcel 18.24 NC PIN Number: 437802785277
Streamwood Drive Deed Reference: D.B. 1598, Pg. 566
M.B. 56, Pg. 177
Private Drive Minimum Building Setbacks:
Front Yard-10' (25along Carolina Forest Boulevard)
��- The Village at Carolina Forest Side Yard-5'
Phase II Side Street-20'
M.B. 51 P I=
TCA Zone Rear Yard-10'
Multi -Family Building Data:
►��� Number of Units....... ............... Apartment Building = 8 Units/Floor
• a� ,9 j
�� i ���•" = 24 Units/Building
Garage/Apartments = 2 Units (2nd Floor) /Building
Max. Building Height allowed......... 56'
Proposed Max. Height of Building..... Apartment Buildings = 431311±
• i� � Garage/Apts. = 2511111±
\ Leasing Office = 32' 1"±
Maintenance Building = 181211±
\ --�y Cabana = 161311±
Mail 'Kiosk = 171411±
Sprinkled ............................ Yes
Proposed Building Square Footage .... 30,802.68 sf x 3 = 92,408.00 sf (3 Story Apts.)
34,938.66 sf x 3 = 104,816.0 sf (3 Story Apts.)
oc+ 36, 882.66 sf x 2 = 73, 765.34 sf (3 Story Apts.)
4,800.00 sf x 8 = 38, 400.00 sf (Garage/Apts. )
grav ilg 5,061.2 sf (Office)
turn around 1,661.3 sf (Maintenance)
_ 470.0 sf (Cabana)
c / 216.0 sf (Mail Kiosk)
316,797.8 sf (Total)
/ Existing Building Square Footage..... 0 S.F.
Construction Materials ............... Cultured Stone, Vinyl Siding, Fiber Cement Panel
/ Parkin Data: & Vinyl Shake Siding
/ Parking Required ..................... 1 Space/Bedroom = 396 Bedrooms = 396 Spaces
N 3881111.87(o Plus 1 Space/4 Units = 208 Units = 52 Spaces
E 2, 478,179.504 199 Control Point #1
Total = 448 Spaces (9) H/C)
N 388086.520 20o Reduction = 89 Spaces
20' Perimeter E 214t81243.260 p
Buffer / Elev. 50.15 Total Required = 359 Spaces (8 H/C)
Number of compact spaces allowed
(up to 25% for lots w/10 or more
Sue C. spaces) 90 Spaces
/ Existing Parking .................... 0 Spaces
g� -
Parking Provided.. 359 Spaces (310 Spaces 12 H/C)
/ (50 Garage Spaces - 2 H/C)
Number of compact spaces provided Spaces
NPStR Inc.
D.B. 1310, Pg. 514
M.B. 26, Pg. 190 Note:
RA-20 Zone
Vacant 1. Access easements are reserved along the private drives to the pond &
`'�•`' . „ r :�- �,�� 25' around the fence surrounding the pond.
,� • ° � i .�mayy 4 l ai
ell, ��� � � �� <� 1 °
,y� '� ''•- '•.,� CONSULTING
. i � rs � � � aC? A"� . '£i r-t . �� -. � + r S -<. , "' �., v O�9 ja '� yar r�P •:� "�'�
�,-.+F�� rl� i3.iStie �.c%sa"�..sE.ai� Y�«�'3.� ash.}.
�f >f,. � `•aaaa'• - S� a' � qg{�'. �'' a` � .as^�7s �'��:��$ '�� e"� � y��ry,�p)
'. 4r ?'.`+s d'' t 4 1.'�il..,'u'%i1 :Ys`.'E '.S-m`Y:ik'L'Y 84 ` M —9 3�
Stormwater Area Dimensional Plan l
1yf�a CAROLINA PLACE APARTMENTS
AT CAROLINA FOREST
166 Terry Lee Lanier Drive
Jacksonville Twp., Onslow Co., North Carolina
. DGVeIO;per:
G -land W. 4 Sue C. Tuton Carolina Forest Apartments, LLC
P.O. sox 10" P
Jacksonville, NC 28540 P.O. Box 1027
[phone] Dunn, North Carolina 28335
[phone]
LU
DATE OrJ/1 3/1 O GRAPHIC SCALE: 1"=60'
C, `� 0 30 60 120 180
LJ
ON >SCALE: -(0o
I 5; M = FEET
rr J Parker & Associates, Inc. ,,� >�oM
Consulting Engineers - Land Surveyors - Land Planners' ZOO
P.O. Box 976 - 28541-0976
t
Field Book: Carolina Forest #12, Pg. 54-64 a306 New Bridge Street - 28540 --
Disk Name: ACAD 2212< Jacksonville, North Carolina -
Filename: Carolina Place - site.dwg JJL - -
Phone [phone] Faz (910) 455-S44i
.Job No.: 5090706-4734M Inni Licence Number: FF-0108
r
MAY 2 :
p r.

0 ex. fes Site Benchmark #1 Site Benchmark #2 LEGEND
Note: inv. 42.40
ok 3>Flange Bolt nearest "M" Flange Bolt nearest "M" o caty -Cable Television
Contractor shall insure that he and all his workers (contractors, _ :•ahQlt [ 7 ex, 15" rcp - Centerline
�A :- - , , (-1 in Mueller on Fire 1-lydrant in Mueller on Fire 4-Iydrant
subcontractors and other site personnel) do not damage construction � �k. " � .a �`�:� . ecb ■ CiCB - Curb Inlet Catch Basin
stakes or other measures used in laying out the project whether by $cQ � " ' top 48.44 r` ex. 15" rcp Elev. 48.g3. NAVD'88 Datum. Elev. 50.66. NAVD'88 Datum.
(. inv. 44.79 cone. -Concrete
the Engineer or another entity including those under the employ of the%a / _ ` - Concrete Sidewalk
contractor. Contractor shall cause his workers to observe and verify e,qj�`� Grading Limits at cog - Curb and Gutter
to the fullest extent practicable that stakes, other measures and grades ex. design 48" rcp Line D.B. - Deed Book
are, or appear to be, accurate and correct, and immediately, but prior n per plans titled E - Easting
�. Site
to any associated work, notify the staking entity of any potential conflict, ;r "The 'Village at r ecb Z The Village at Carolina Forest ❑ eb - Electric Box
G-orol ina Forest" ex. fes -> `� /% I�f� � , top 4q .20 o ecb - Existing Catch Basin
error or stion regarding the work. The Engineer shall not be responsible ; inv. 42.8q = ::.� J / Benchmark Phase I g
r dated 11 /23/03
`" `', inv. 45.88 M.B. 4q, Pg. 210 Elev. - Elevation
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. ,1 9 � f ' "`. _�_ �, ,� ex. i5" rcp #1 \ TCA Zone EOG - Edge of Chute
rex. deli n cb�- � r � �..
to 48.17 �� -`\ ° \1 !. ` ' Multi -Family e i - Existing Yard Inlet
For critical or costly components of the work, where the contractor believes i' ( p I �� CiGS =�: Y g
i_� inv. 44.82 \�; ` Top 47.75 - \ ex. -Existing
that stalling may not be preserved, the contractor shall request the staking - ,
entity to placestaking in an area where its preservation can be insured. f -- - \ �� FL 47.25 \ ID ; FES - Flared End Section
Inv. Out 43.5 f t . '^\�� `, _ �i� -- Existing \, nv. 44.80 \ ---- g
FL Flow
/ i±' i j'� ,` �\�' ► �// --� Springwood Drive -
�•--Flow Arrow
Stormurater Pond / j l t1 /% �. - _ � / FFE - Finished Floor Elevation
/ / \, \ �\ o ° �'/;� ff' Private Drive
See Pond Detail Designs : \ ��, c� \ o lq , fom - Fiber Optic Marker
Q Sheet 10 of 10 / r �.. -
r j /'� �. . \ top 4.. �3 \� \ , eyi gw Guy Wire
\ Hr�v. 44.02 i Qp 4`r
\� _ inv. 44.�7i \ W/C - Pondicap
\. nv. 43.G4
1 s \ \\'. -bottom 43.51 \ inv. 43.60 40
/ /l� \' inv. 43.54 - Nandicop Symbol
l existing ditch ! f / 1 `
\ ~ Recessed �` \�,'. \' ex ;5`` �cp .� bottor �^. 43.20
/ \ d y inv. - Invert
_ / NBI Financial Ii, LLC Dumpster Trash Cornpao ' - = , , __. f ..- - ex. i8" rcp
/ : - ain Pi (TC-1) N/G is
D.B. 31g7, Pg. 632 ,- . _.O ISS - Iron SS Stoke toke Found
M.B. 56, Pg. 177 %; %f_ ... See Architectures Rip
Q) NB Zone �� Plans Gay' -
% �: Remove C*G 1p Light Pole
�. - ® and install
Vacant Inv. Out `' °off _ x ,-� 24" Concrete M.B. - Map Book
p 44.0 %/ ;� r;� Stabi l i
/ / 7 Construction---''/F,` / \L= - Valley Gutter N -Northing
a _
v�j YI L f / /,/ - to �4(,.83 ®pa -Phone Box
¢, F o %age
Top 50.00- �n , ti,� Pe P
O� Q ry L Inv. 44.29
i 1 Jl The Village at Carolina Forest C Pipe Label
/ `L Phase I I I
ex. asphalt trail H / % top 4�.&: \ Q,� \ -,.PK
s ti O p % ', > .w inv. 43.80 4 ti� M.B. 51, Pg. 126 O pkf _ Power aPo Bound
TCA Zone
, r O / /; C1C8 / Opp
®® pkf in YI 1 �l i ; ; Top 47.75 \� \. Multi -Family x 5.50 - Proposed Spot Elevation
® /, /% / ex. i5 rcp
Z �� /asphalt walk Inv. "''1 r ., FL 47.25 ..� >\ ecb \ rcp - Reinforced Concrete Pipe
54. \ top 6 ./ 4 R/W -Right-of -way
m / / 4L Grading Limits at J �� Dr ` inv. 45.0 \ E 4 4
CO Property Line - �O
^. P GIGS % J3 _• \ inv. 44.10 ,�/ / sat. - Satellite
Top 50.35 / j / t"'"�-�, r p�� trans. Transformer
w► -�_ _ existing ditch ,� �, to �r ,�
0 Z •►� ry ` u / / ,sk� FL 49.85 1 / t l - �' I �; �o �� �+ ' � ti0��/ UG -Underground
�C k �f / / ` - Inv. 44.58 ® r 51. 6 �, ``L / ■ Yi -Yard Inlet
Provide '�l u _ / _
( %i' _ r \ `'=�� r �G,/ - E E - Underground Electric Line
conduit for G C�'r1 _-� - e YI / .15 / %/ ��� _ `'" X (q• _ .8 '�� �; Q� �,.��� g
Entrance Lighting N/ R p vj / / / _ - Y Top 49.50 / j/ / J2 25 u� r \ / LO� Gas -Gas Line
t / Inv. 45.61 _- \: \ 9 '` `C r Q' OhPI ohpl - _ r ins r / �� P Overhead Power L
curb ott-tctt ~ �' `- i` l f �l �k 50• 4�p -_Woods Line
4' S+dou'a InY. n `��: \ Swale \ �j• / Existing Ditch / Swale
Stabilized `� '- ! � / ~` -,1` / w/F 46 f1 - -Chain Link Fence
Construction cone. over Tod 451.50 / c� �'" � - Wood Fence
Entrance G2 / curb outte*. Inv. 46.27 G4 �� -51.08 9. ,� �> •8 �� \� '�°� -• -
` _..._•-• •---- Ditch / Swale
o� GIGS 51.08 GIGS -
emove GAG and install 24" Top 50.15 / / H2 �� Top 49.fo0 % �� 6Q \ , °'� -
R •� ` Existing Asphalt Trail
G3 FL 4q.67 ' FL 49.10 1.33 •a 1. �tv �° GL Grading Limits
Concrete Valley Gutter 51. Inv. 45.21 / ew \ 4P --' NJ
Inv. 46.72 / C4 ✓ 1.25 anc ��°' r - Existing
• B F5 pole _ �� ; ��`t/
W/C Ramp 4' Sidewalk �IId112 1.15 '�,c _ , \ '8 i �1j�\� -, o��.,�', Streamwood Drive
Grading
Limits at t � 1•� FFE 5 Top 50.10 % � � `, + ���
1 75 FL 49.6Qar n/ ' / Private Drive
Pro Line` _ 51.08 i .15 51. 3 + _ a
1pv: '4�.90 x 51.25�
Inv. In / 1. S crest
1 �� �` ® CICB ' \ The Village at Carolina F
A _
lw/FES 47.15 f -' / F4 �n" Yl Top W.92 =< \ . _r . Phase II
Build berm behind Swale /� / 'a` U
Sui d � GIGS i•43 ' �� 411 Top 4q.65 FL 50.42 1.33 _ \- t �� q t M.B. 51, Pg. 122
to provide a minimum 1.0 Top 515 1.60 Inv. 45.74
' ' TCA Zone
Swale depth G144141K r / ,�' inv. 47.05 a c 4�y``C \� r 6�►
p
U FL 51• �p _ Multi -Family
Inv. 466 .15
' Mar I 51.42 i` 9
Remove Street Stubout �/ �. / / , 1.1 51.08 C3 1.33 y
Ex C*G at existing grade. �, Kiosk 5�
j
MK-1 i 50 / / �. I2 V ' \
Extend Asphalt Trail / / _ -
j " 3:151.08 51 35 YI - 51.
Flatter/ 51.08 1. 3 / 51 5> 49.65 CICS
. P
exalting / - - / ... � .
5
r - inv. 46.1q Epp 50.87 1.55 >/
at frail - i / / i
� ---: FL; 50.37-
- Curb x r ::_ s =� "•r.:=i - }
. ,- • v , ,C' u> __ . ;.. r .., Inv. 47.29 s
pk in exrssrr^�g � � .� -.--- n +_- -� �-
- _ e
asphalt walk - =6 '� 1.43 �4 ^' -
p - �/ G Ramp .- j • . • � )� � • •�.�=Y � �. _ � �� • � f /i. Site
at trait (1Q - � 1 .'� ans%-' - ,.- __s _ 51. Dy - �� -�. 1.50 �' - � / •
talcs _ ® O Benchmark #2
aend of = �► Top 50. // 8
f v existing Q� "� r "4 FL i 11lld • GIGS 5 ' g1..08 �. _.' Pool ,� ads area • „�? DO _ ' ® - s
, a asphalt to drain 'ti Inv. h / 3 /
Control Point #4 �� �� c°� UG gas` lire '� >n Inv. 47. � F� g #8 Top 50.10 � F3 .,,• ,�:• '` � '�" �ry � 'Q \= w/F S\ 47.59 � �,� existing
ISS Cont is �, w tness '�+ V / $l FL 49.60 s' C2 \ +
N 388 125.12q �,+' a 1os �/ - � 'g `�Cabana 4� ,...� / grovel
E 2 476, g37.894 / // Inv. 46.2q 51. '�' = '� r v
' �� / _ x® YI = (CAB-1)fc •92 Qr �• ex. 5' conc. sidewalk \,V* turn around
Elev. 48.78 p n� _
_ f � Top 49.7i .8 r��'0
l 9w w/gw © 4 Sidewalk Inv. 46.71 t)ecking51.42
/ ConcrateCICS FIFE 5i .42 �1' RT�e �•eO
h •6 / / Top 50.40 5i. Yl GICB /� 1 1 to drain
w® e t\ i / / 1.20 FL 4q.90 Grade
area Top 49.to5 1.33 Top 50.52 1.42 .8 3a S to or
PP ears inv. 47.15 Inv. 46.54 FL 50.02 ® �- ®Flat
O / area 7 .6 / \ to drain inv. 47.02 1.50 p /
,f Q 0 , ,� - , C5 Yl /
f � To 50.36
p C6
conc. pad 4 ; 7 YI Inv. 46.84 1.33 D 51 • 1.33
w/ eb 5u�,aile � : � •�? 1.30 F2 frnp 570.00 � t .25 •51.
Sti existing, -- _. �`-- / .}'ON
/
��' � g �- __• � � CICS �� •�_� / / existing ditch
�4fz` buildin '' �\ 1.
© p 53
v \ \ \ �lj FL 50.18 [f^ 1.33 1 • /
e,,9R011 ,o �! Inv. 47.43 +
cog existing \ ` .� - �� 8" Extruded ` ® Suild berm be
S 1.30 ?i C1 Curb /
-�1.1 • ' �o �p - �� ® / v / Swale t0 provide/
© ® 1.33 �}� �} + �/_ff/ f a 1.0 minimum swale depth
a- row Qf /
6
.6 �-' c�1 51 1. 1.80 �`� �, 1.824
e` h� \ �l0 1.30 51.25 1.75
011
� -�°- :-_ ` _ g• `'��.._. �/ �o .6 � 1.33 1.33 -Cop 50. / ^��" /
1 • / O
Inv. 47.20 �. �� /
Inv. In z� "�. \ / 1, B2 51.00 y . 51. 4q. A,
` _ w/FES 47.39
s: \`\ 1.30 + 61 1.33 c�� Swa1+ ��° p0 / Tract Data:
General Note 5
1p � \ � f_-_ •6 9.Qi ��
partially wooded tialt \ \ A2 f �.
1. Development area is par y per" Y Grading Lim of - _ 5U•84 1 / ................. .
1.33 � `�'`' r "� Q� Total Acreage 16.0 Ac .
Line - �i °° •- B1 � `' � '' �
timbered. •f,1 5 ,3 Acreage in Parks or
r
o be Drain 4 Utility at - /, ,
It easements t Y �,.. --._: 4 `,,. � 5
2• A � � lr q• / � other land usage ............ 0 Ac.
dimensions shown unless otherwise noted. Swale �, 1.30 •6 rt� /; i �-
' i h \ \ _ isf �/�f Acreage of Land
not within an areas of ex sting
trash �.
3. This project is Y t e g , disturbed Ac .
Puller Place at Carolina Fortis = - �/ ®�
environmental concern, except as noted. '
compactor or iu/ 8' \ \ \ .6 c1 .61 ''�� _. �'�
• Puller Place, LLC �. .1� �- !�-%���.�,..�- �. to be disturb • • • • • • 16 Q
an special ��fence,G� T! Average Lot Size N/A
4. This project i5 not affected by y Ix D.B. 2307, Pg. 247 wood ; . �O .............. .
�' \ 'L� / Minimum Lot Size N/A
f lood hazard area based upon FEMA map CPN M.B. 47, Pg. 4 > invert In z f . '' > ` '� / +
`I •6 ''"� ....... ...... .
378J (City of Jacksonville). CU-TCA Zone �� / tl • '
70178 4 ! _ �'�. \ s � --' �/ NPS�R Inc. Number of Lots 0 G
3 ( y :- -
°__ w/FES 47.75 � � � \� _3 '- .61 �• � > �� D.B. 1310 P 514
Effective Nov. 3, 2005. Apartments �` / ........ .
_��, g• Linear Feet of Streets N/A
5. Topographic contours and Boundary information taken from 6,L,- �s E . Ix 1.28 3:1 Swale or / M.B. 26, Pg. 1q0 .......................... .
``� Flatter -;:�arlond W. 4 Sue G. RA-20 Zone Zone CU-TCA
Parker 4 Associates Inc, dated 11/23/Oq 4 11/30/Oq. i> `''i� 9 �� \ \ Tuton Vacant
�, an actual survey by Par , S
6. For additional details, see specifications and �' ?$ 3 gw \ \ •6 Al
D.B. 1598, Pg. 56
ading
additional plans. _ /
Limits Line
7. Sidewalks shall be free of cracks and breaks 49.60 F \ -_CICO
Certificate of Occupancy. Swale -
for to the issuance of a f� o `� Top � 50.68
B. Areas noted for trails and greenways and/or ��� +Ise. \ FL $O.iB
�09 � Inv.: 47.43 �1
wner
required sidewalks shall be unobstructed from #S �/
Build be Gor
W. 4 Sue C. Tuton
6" below grade to 8' above grade (overhead B berm hind
S
clearance). Telephone pedestals, electric inv. in Swale to provide P.O. Box 1066
� � w/FES •47.$3 a 1.0' minimum Swale h Jacksonville, NC 25540
r l T; l ' Control Point #6 % depth
transformers, drop inlets, fences, or any other
obstructions' shall be removed and / or relocated 7 - \ \ `' [phone]
T,T ,�
in order to create and maintain this clearance.Elev. 50.64
t 2,477,712.12(o
o q. Stormwater drains to a unnamed tributary to Waif
U Moon Greek. '��` 5f
10. The owner of this project may be eligible for a partial reduction in the
3 with this development.
� monthly st®rmw r fee that will be associated Pm
To qualify for a fee credit, the owner will need to provide to the City
f
Engineering Division v completion of the project a completed credit '
Eng g I�
application accompanied by a copy of the state -issued stormwater permit as
c well as a copy of the site plans. existing -I `� N 387, 650.?Sq
chain link E 2, 477, 682.477 C:
U 11. There are no wetlands on this site.
j fence ,
Field Book: Carolina Forest #12, Pg. 54-64
Rev. 05/14/10 KIIW - Add spot elev. at bldg. corners {
Rev. 04/12/10 JJL - Revised grades. Relabeled buildings and garages. PP �% Disk Nome: ACAD 2212
isf Filename: Carolina Place - site.dwg JJL
Rev. 03/23/10 JJL - Add pipes C4-C61 Add grades, YI and Information. Shift buildings 1,4,7 8• O Sheet 2 Of 10
Job No.: SOg0706-4734
Rev. 02/22/10 JJL - Revised construction sequence.
a
R
N SR j3 oQd
CA IN 2
° Site
Terry Lee
Western Lanier
Boulevard Carolina
NCSR 1470 Forest
Blvd.
Jocksonv i 1 le
+, Commons
oG�gd� Commons
3o�c�5
c4 '�
�eti 'Pi
NwY • 24/258�
� ?4
Vicinity Sketch
Not to Scale
Erosion and Sedimentation Control Plan:
1. Construction Sequence:
A. Notify City of Jacksonville Public Works Department, Engineer and
Owner prior to beginning construction.
B. Sediment control measures are required to be installed at the earliest
practicable date after start of work. Grading operations shall begin at
low points, points of outfoll release or at other locations of where
sediment control measures are shown on plan; and the sediment control
devices (sediment traps, silt fences, diversions storm water treatment
areas, etc.) shall be installed before grading of any area draining to
the device.
C. Limits of clearing will be as shown.
Silt fences are shown based 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 on
the plan but the actual topography reflects a downward slope, silt
fence shall be installed.
Where the actual topography reflects on upward slope silt fence is not
required.
D. Install stabilized construction entrance prior to beginning construction.
E. Clear and grub project area.
Haul off all cleared debris. No burning allowed.
F. Strip and stockpile topsoil for later use. Bring site up to rough grade.
Muck and fill existing ditches.
G. This project involves the placement of large quantities of select fill over
the entire site. Fill dirt shall be placed onsite such that any erosion will
stay onsite. Bring up perimeter grade first and provide with immediate
ground cover. After perimeter placement is complete continue to bring
the remainder of the project up to grade.
W. Temporary. seed any areas that are not to be disturbed within 15 days.
I. Install water and sewer mains.
J Install storm drainage piping and install rip rap aprons.
K. Fine grade street. Place CAW over compacted subgrade, and install
concrete curb * gutter and outlet chutes. Install asphalt surface
course.
L. Contractor must conduct and pass a proof roll test, on the
subgrade prior to installing stone, and on the stone prior to
installing curb 4 gutter and / or asphalt. The proof roll tests shall
be conducted in the presence of a City of Jacksonville Construction
inspector.
M. Seed, fertilize, and mulch all disturbed areas within 15 days of
completing any phase of the grading work. Apply temporary seeding if
area is to be disturbed again and permanent if areas have been final
graded and accepted by engineer and owner.
2. Seeding Specif ications:
Apply lime and fertilizer and work into seed bed, seed mixture shall be
distributed uniformly and covered with a clean straw mulch. Mulch shall be
crimped or tacked to help hold in place. See Detail sheet for material and
application rates.
3. Contractor is responsible for maintaining all erosion control measures and
shall amend measures as _required to prevent accelerated erosion from taking
place on this site, until site is restabilized and accepted by City of Jacksonville,
engineer and owner.
4. Upon restabilization of all disturbed areas and swales, contractor shall remove
all temporary erosion control facilities and grade, grass, mulch, and restabilize
the areas.
6. For additional information, see specifications and other plans.
7. For erosion control details, seesheet 8 of 10.
8. The existing ditch banks are not to be disturbed and if existing ditch banks are
disturbed, they shall be regarded to have 3:1 or flatter side slopes and the
centerline graded to produce positive drainage.
,,..
n, yv
T11 YAG
�- f'� r r, fi f��l ..i✓'P -
a *d t s � g�• � �.,,
d;` d� l 1S�Al 7114
4_ a
'l i i111, 1 �i � �; r.l; ER 1 hAi la ; ,Y0!,PS LANPuPLAININERS
P. lip 0OX 976JA I NVIL E4 NC 2 k .4 7
eneral, Grading, Drainage, Erosion and Sedimentation Control Plan
CAROLINA PLACE APARTMENTS
AT CAROLINA FOREST
166 Terry Lee Lanier Drive
Jacksonville Twp. Onslow Co. North Carolina
Develo�r: ,
Carolina Forest Apartments, LLO,
w
P.O. ` Box 1027
Dunn, North Carolina 28335
(qlo) 8ql -5465 `
GRAPHIC SCALE: 1"=(00'
DATE: 02/01 / 10 . 0 30 (00 120 ° ��a0
SCALE: 111 _ <00' FEET
Parker & Associates, Inc. 4;� H021,
onsulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 28541-0976
306 New Bridge Street - 28540
Jacksonville, North Carolina
Phone [phone] - Fax [phone]
Firm License Number: 710108

NATURAL e •
5 -10
10'- 20'
ALE DETAIL
NATURAL GROUND _ _ _ - - - - - -
5 „
- 3
D BASE
2' MIN.
CHANNEL DETAIL
TYPICAL
DRAINAGE CHANNELS
Not to scale
au
�� t'6' �-1/2" R
'• - 1/2' R
4%
12"
-m a � •° -_e. -aei• _ mot/
24"
6" CABC
it".iT. _ _f0 G SSC ION COMPACTED
NOT TO SCALE SUBGRADE
TYPICAL EXTRUDED
CONCRETE CURB
611
1 16u
�
NOT TO SCALE
'
i�-1/2' R
_
3
n
R 4% MIN. 1/2
u
R
cast
a
2411
TYPICAL 24"
SPILL GUTTER
Not to scale
NOTE: SPILL GUTTER TO BE INSTALLED
EVERYWI-IERE
FLOW GOES
AWAY FROM CURB.
Drainage
Pipe
Chart
AREA
Q10
DIAMETER
GRADE LENGTH
PIPE
(acres)
(cfs)
(inches)
M
(if)
Al
0.41
0.89
12"
RCP
0.42%
95'
A2
0.82
3.49
15"
RCP
0.21%
108'
B1
0.15
0.3
12"
RCP
0.31%
104'
B2
0.52
2.7
15"
RCP
0.50%
46'
C1
1.72
7.0
18"
RCP
0.29%
123'
C2
3.6
15.37
24"
RCP
0.52%
67'
C3
5.75
23.03
30"
RCP
0.35%
127'
C4
6.15
23.89
30"
RCP
0.35%
155'
C5
0.15
0.32
12"
RCP
0.47%
85'
C6
2.1
7.81
24"
RCP
0.29%
104'
D
1.0
6.48
18"
RCP
0.35%
136'
E
0.44
2.85
15"
RCP
0.30%
164'
F1
0.21
0.45
12"
RCP
0.32%
75'
F2
0.72
3.75
18"
RCP
0.30%
146'
F3
1.69
5.84
24"
RCP
0.32%
133'
F4
2.56
11.47
24"
RCP
0.38%
102'
F5
3.07
14.77
24"
RCP
0.73%
40'
GI
0.35
0.76
12"
RCP
0.34%
68'
G2
0.51
1.8
15"
RCP
0.43%
47'
G3
0.66
2.77
15"
RCP
0.30%
150'
G4
1.03
3.57
15"
RCP
0.30%
220'
H1
4.35
18.88
30"
RCP
0.63%
143'
H2
4.50
19.2
30"
RCP
0.68%
60,
11
0.64
1.38
12"
RCP
0.31%
97'
12
1.02
3.84
18"
RCP
0.30%
79'
I3
1.34
5.91
18"
RCP
0.35%
243'
11
0.25
0.54
12"
RCP
0.97%
133'
J2
7.09
28.9
30"
RCP
0.52%
122'
J3
7.2
29.61
30"
RCP
1.11%
49'
K1
0.06
0.4
15"
RCP
0.87%
23'
K2
0.13
0.8
15"
RCP
0.60%
134'
L'
11.7
48.8
36"
RCP
0.91%
32'
Q=CiA
c=Varies
RCP = Reinforced Concrete Pipe
tc=5 min.
CFS = Cubic
Feet per Second
i10=7.2
in/hr.
LF = Linear Feet
FPS = Feet
per Second
NOTE:
1.
Contractor shall use invert
elevations
shown on plans
for construction. Grades
shown
above
are rounded.
EXPAN51ON JOINT
CON5TRUCTiON
JOINTS
EXPAN51ON JOINT
IDT14 VARIES.
ATCH EXISTING
OF -WALK WIDTH.
Es: 1) CONCRETE TO BE 3000 P.S.I.
2) EXPANSION JOINTS TO BE AT 20' INTERVALS.
3) 1" DEEP SAWED OR SCORED CONSTRUCTION JOINT EVERY 4 FEET.
4) WHEN REMOVING AND REPLACING SIDEWALK, REMOVE BY SAW
CUTTING BACK TO NEAREST CONSTRUCTION JOiNT.
a) SIDEWALK TO BE PLACED ON COMPACTED SELECT BACKFILL AND BE
4 INCHES MINIMUM THICK. MATCH EXISTING THICKNESS IF EXISTING
SIDEWALK 15 GREATER THAN 4 INCHES.
SIDEWALK JOINT DETAIL
NOT TO 5CA1E
Rev. 3/23/10 JJL - Add Typical Extruded Concrete Curb Detail, Revised Pipe Chart.
Rev. 3/15/10 JJL - Add 2asphalt note to the combination curb/sidewalk paving detail.
Rev. 2/22/10 JJL - Revised parking spaces detail and Swale detail.
COI
ICRETE 51DEW
w
M
Sol
INTERSECTING STREET 36" MAIN STREET
18" 18"
�I
AGGREGATE BASE
=1 �TP�uiT�`�' Q
N J
2" THICK v
COMPACTED CABC iv
?. �_ . j • ---. f _ , •, 5,000 PSI AIR ENTRAINED
.4i FORCING
CONCRETE WITHi REIN
• - '. - s: BARS NO CLOSER THAN 1 3/4"
_ TO AN OUTSIDE SURFACE
f i W
i Z
. I Q
i
INTERSECTING STREET i
a
I
� I
I
NOTES- I
1. Centerline of valley gutter = flowline of curb do gutter.
2. First 5' of valley gutter to be poured monolithically Including curb & gutter.
3. May be used only on a case by case basis when approved by the Public
Services Director.
TYPICAL VALLEY WffER DETAIL
Not to Scale
INSTALL RIP RAP
ONE FOOT OPVER
Finished Grade c
F
Subgrade
TOP 017 BAW MEND THE FAMW OUT
ONE FOOT AT TW 70P
GRAM
I{\;ICI �.. , .�:`�"�; `� •Ah
TO BE
INSTALLED
PERPENDNXILAR
� �;`�` �,��.r��;��r�7i`11�► ; 1.
CONCRETE FESi �" 1� v 'III • THE GROUM
BEDDING
1�
I - /
i
DETAIL
I
APRON
{/
NON -WOVEN
GEOTEXTILE FABRIC
LESS THAN 6' MINUM
• .1_
1. Initial course of rip rap to be laid In excavated bed at side slopes. RIP-ral) In
not to be [old on top of grade of side slop".
REP RAP APRON
Not • Scale
PROVIDE ONE HC PAINT
5YM130L ON EACH HC PARKING
SPACE W/ WHITE TRAFFIC PAINT
7 STONE
EXISTING ROAD
Q w
FILTER FABRIC
MIRAR 10OX OR EQUAL FILTER CLOTH IN S-O" WIDTH
- - - -
it
SECURE TO FENCING. EXTEND FABRIC 12" INTO
>
EXCAVATED TRENCH. NO BURLAP WILL BE PERMITTED.
y
�
y
VARIABLE AS DIRECTED BY PUBLIC SERVICES DIRECTOR
R/W
R/W
NORMAL SPACING 8'-0" MAX.,
y
REDUCE TO 4'-0" NEAR LOW AREAS.
" ; y
50' MIN.
LENGTH
y
y y
CONSTRUCTION
.t�
ENTRANCE
,1,
•..s' y •!•
PROFILE
y y
it'2 M N`I
WELDED WIRE FENCE 4' SPACE.
(SEE NOTE)
TOP do BOTTOM WIRES ARE 10
y
`t' �` `►' `►'
GUAGE MIN., INTERMEDIATE
PLAN VIEW
WIRES ARE 12 1/2 GUAGE MIN.
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
EXTEND FENCE 6' INTO
EXCAVATED TRENCH
Not to scale
y
y y _ .i.
y y - y NOTE 1�
SELF -FASTENING STEEL POSTS.
Construction Specifications
y y y
DRIVE POSTS 24" INTO GROUND
1. Aggregate size - Use ',2-3 inch washed stone
y y --__ y �, y
2. Length - As effective,but not less than 50 feet.
3. Thickness - Not less than six (6) inches.
4. Width - Not less than full width of ail points of
BRACE POSTS AT
ingress or egress. Minimum of 12'.
LOW POINT
5. Install filter fabric under entire footprint of the construction entrance.
y = y y
6. Washing - When necessary, wheels sholl be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on on
co
area stabilized with crushed stone which drains into an
Z
'�
•Srpo
approved sediment trap or sediment basin. All sediment
""��►E
shall be prevented from entering any storm drain, ditch,
co
or watercourse through use of sandbags, grovel, boards
90' TYPICAL
or other approved methods.
110' MAX.
7. Maintenance - The entrance shall be maintained in a
6" 2'-6"
4"
condition which will prevent tracking or flowing of
MIN. "
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
NOTE 2
I _
demand and repair and/or cleonout of any measures used to
trop sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
STEEL DRIVE POSTS
NOTES'
MIN. 24" (EXTRA DEPTH
i i REQUIRED FOR UNSTABLE SOILS)
1- Toe in backfil{ into trench and compact the t
soil firmly to anchor the bottom of the silt fence so that the runoff is forced
to go through the fence. No
2. To increase storage capacity
runoff is to flow under the fence.
and prolong the life of the' silt fence, excavate a
Seeding • Specifications
6"x6" sediment trench uphill
along the line of posts whenever possible.
b
4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
Fat Pei'marwmt 8011X&1Q ... _ ... ........ August 15 - November 1
silt fence.
Lime �..Fe _.._._....-......_ ......-._..________-__._-_-___-___________________________________________-___________2 tons ac
/
5. Silt fences shall not be used
of pipe outlets or in areas of concentrated flow
P P
- -..-.----..-------._.----._..._...----_-..__--------_____.._..
5-10-10 Fertilizer _._ ............................. _._.1000 Ibs/ac
(creeks, ditchlines, swa{es etc.)
0-20-0 . .................. . .._............ __-_........._ ..__.. .�00 ibs ac
/
Unscorified Service Lsapodezo...:... _:......__...... ..... ......... __.__.... ..._........ ........ ...... ......... ....w_______60 Ibs/ac
Ky-31 Fescue. ........ ........._.._ ...-.._-..... ...._.... _........ ... ........ __... -.............. .......... ........ .......... 30 Ibs/c
TYPICAL SILT FENCE
Rye Grain ibs/cc
*Straw Mulch ---------- _--------------------- ...._---.._.._..___-.._.._______________________2 tons/cc
F8i Permanenft t See - CeiOCKNI � ....... ...........____._ September 1 - February 28
Lime ----------_­--_______ 2 tons/ac
Fertilizer (low nitrogen approved for Centipede)_-___..___ (Appropriate fertilizer approved
for centipede application)
RyeGrain. _. .. . __-.._ ... -_ __.. __-_.__-_....._________........ ...... __._____........ .90 Ibs/ac
CURB TRANSITION Centipede Seed . ......... ....__............................. _.__... _....................... 15 Ibs/ac (overseeded in spring)
*Straw Mulch________........___________--___-___----_-__..___..__-_..___________-2 tons/ac
AAI-ttlll" Temporary COYIM"_ . _ -- November 1 - February 28
Lime.._.. ._......................._............... ._ ....._..____....._ . __.__._ ..__...___..-----___ .---------_2 tons/ac
BACK OF HOOD 10-10-10 Fertilizer ---------------------------------------------------------------- 700 Ibs/ac
ALIGNWITH BACK Oats__________________--_---_-_-__.--__-__-..__-....____................................._...........----•......._............ 50 Ibs/ac
OF CURB �. ...___._.____._.__-------------
Rye Grain ............ ______
.........._......._...................._._..._._._ .._....._.._........_----------------------------------- 20 Ibs/ac
*Straw Mulch...._. -._._._ .._....._...._..w _._ ........_..__ ._--__---_----- --------- ---- ------------------- 2 tons/ac
3prirlp Perrim w1t .gee&& 1 - April 30
u U CAPITOL FOUNDRY DI-840.03 vj L5-10-10 ime ...................till .er --- � ----- --» --- ' -----y-�___-_-___---_------__--_-.._..__-_- 2 tons/ac
Temporary silt OR VULCAN V4066-1 0-20-0 Fertilizer . _. -- 1500 Ibs/ c
FRAME COVER do HOOD
" Barrl�r Fabric -.....__..................__............._.....____....,_.._...---.........-----------....._........_..........__-------------__...___
Pipe Dia. + 12 Min. Scarified Sericea Lespedeza_________._.._....................................________.__._.________________......_____________50 Ibs/oc
Silt •• �- Ky-31 Fescue _.- ------ --_--- Ibs ac
Barrier ,; _ ��• Browntop Millet ______________.____________-_______--_____---_--_---_- --------------- 20 Ibs/ac
Fabric ' PS1-PF STEPS PROVIDED - = . *Straw Mulch _-_______________________.. -----_____..________-_-___---__-_______________ 2 tons/ac
_ -
BY PRECAST `. i r SEE NOTES BELOW
MANUFACTURER OR M.A. • :' = do DETAIL 634.02 Spft Pei SOO&V - April 1 - July 15
INDUSTRIES • • - . ...................._------------
_ =
�� Lime........_._......._ ...............__...........-.-_._-- _--........ _.._..........----_._...._......................._..........._.........2 tons/ac
r�ete 8" GorxBrick Waits SEE DETAIL C06.04 _ = - _ �.. - - Fertilizer low nitrogen approved for Centipede(Appropriate fertilizer approved
( 9 PP P ) ------ -fr centipede application)
or Precast Vault with � • =�' (MUST BE 16" WIDE.
Extended Base' - INSTALLED TO BE 7" FROM
Pipe -M a FACE OF WALL TO BACK OF .-:- ; ,- - �`� Centipede Seed ------------- .____ _ ..__--________________________________________ 90 Ibs/ac
' -L* STEP AND NO GREATER - •- - *Straw Mulch _--_________--.._-____-___ __________________ ____________________-___-__ 2 tons/ac
' J
THAN 12 SEPARATION) MIN. = _'- VARIES
•
" •
15 OF CLEARANCE MUSS ._ ..._ ._-________ . _ ....____. March 15 - June 30
MAXIMUM 8'-0"
Late Pel II eulent SGOCNIV
BE FROM CENTER OF STEP j ` • ' •�,;• WITHOUT ENGINEERS. _ _
' 4 Min, ,_ ;,-_ :. APPROVAL Ume.__..._-___....................__......-.._........_.............................................. .._........... ........ ._........... .................. .2 tons/ac
�TO OUTSIDE OF BOX _ .
Grout Invert Channels - .. . .�_ Fertilizer __.--___.__--_...___........---....._...----------......_.............._.._...---•----......
�= t =' y � - ''' 10-10-10 F rtili 1000 Ibs/ac
-,•S'��! �-.i� �.% •s -'sa' > ,.. •-� . t' _.--a;,cn1•� t a ,�. ,< •f . ti .. ° 0-20-0. ............. ...»« »._._
00
ac
_ _
_ _ . •_ _ � � . , E � - .. -_ . -- -- .. ''' Scarified Sericea Lespedeza _-_.._.__.......__........_-...........-------- ..---- -............ .... _......... _�40 lbs�ac
FOR PRECAST BOXES, -________-__.-...... . _. _...__.... .........._----._.___._._.__
` • • ! 4�.,° i`� (� a° •: ,. JOINTS TO BE SEALED L, : Common Bermuda Grass (hulled)-------. 8 ibs/c
WITH BUTYL RUBBER *Straw Mulch -___-_____....____.............._----_.........._........._.._-.._....__--------.._----_.._...------2 tons/cc
JOINT SEALANT ; • - A=.
° June -
#4 Rebar at 12" O.G. each way Temporary Cover __. ...__. _........ __.............._._._..__.._.......J 30 August 3
.:: =
Ume. ...-.... --__.._............ _ _ _ - _ - __ ._..-..._ sac
or Monolithic Precast Bottom EXTENDED BASE 2 tons/cc
_ 10-10-10 Fertilizer.-- ____ _ _ . _..._ .__ __ __________ w _.____ 700 Ibs ac
v � --
:.,� f_= -•;,, Browntop Millet .. .____ ___ . _ ____.__.____------_......__.___----__---_ 40 ibs ac
Y r e Catch Basin 'o�+�'►, a - _-_......_-.----- -..__--_-----_______------------.------------
..�- �} - • _ • �• *Straw Mulch _............_.... /............. -..._. _.._._.__----_--........._---. .2 tons ac
SEE DETAIL 639.01 - .: NOTES:
With Temporary Silt Fence FOR PIPE CONNECTION 1. * Mulch will be doubled if crimping is the method used.
AND FORMED INVERT
Noll. to scale CONSTRUCTION ip
4
PRECAST CONCRETE CONCRETE BRICK 3
1, x to be in d with NC DOT s Box k to TES'
loBOX SHOWN BOX SHOWN
be enlarged to accommodate larger or multiple pipes
as recoired. 1. Use either concrete building brick - ASTM C55, grade N, type 1
2. FraiTie aid grata to be Dewey 5r^othes, Inc. CH-BN-18 or clay brick - ASTM C32, grade MS.
or over eq4ml. 2. Mortar to be type M.
3. Silt ier is t® i synthet;c fabricteetirs: 3. C®ncrete pipe to be class lit
STANDARD COLORS (ALL 51GN5): NC C T Standards for shoulder drains. 4. Precast boxes to conform to latest ASTM C-913
RESERVED RESERVED 4. All sediment, wet, mucky, or yielding soil materials shall
BACKGROUND - WHITE be,-, refit wits, , M6. See detail 634.02 for miscellaneous notes.
18" 18" ARROW -GREEN select fill 5. Precast boxes concrete strength to be a minimum 4,000 PSI at 28 days
PARKING PARKING
t_ETTERINGBORDER - GREEN prior to placing course.
FIGURE - WHITE ON BLUE FiELD TYPICAL CATCH BASIN AND
CORNER RADIUS - 1 112" FYP.) RB INLET WITH HOOD
12" IT
51GN R7-8
9"ALn 9" VAN
: CCESSI
12" 12'
51GN R7-8D VAN ACCE55113LE SIGN
12"x 1.8"x 1 /4' Aluminum handicapped
parking sign R7-8 or R7-8A, to read
"Re5erved Parking" with Identification
symbol (G.5. 20-37.G) bolt to 5teel tube
with 3/5" cadmium plated bolts, nuts,
and washers
12"x9"x 1 /4" Aluminum Sign R7-8D
"Maximum Penalty $250' (G-5. 20-37.G)
2"x2" 5teel tube extend Into conk. filled
4'-0
pipe 0-9. Provide welded watertight cap,
paint white
Paint pipe base white
Pavement
2 G"
8" Dia. 5td. 5teel pipe filled with
concrete w/#G-14" long rebar5
-
each way thru pipe
3'-G'
I'-G' Dia. concrete base
Sign elevation
I -G•
Note: Handicapped parking sign shall conform with
current state, local codes 4 A.D.A. regulation5
HANDICAPPED PARKING 51GNAGE
NOT TO SCALE
4
20"x26" Heavy Duty
Frarne and Grate 11 Temporary
1-4' Mirk, Stake
12" TYP II 4- 1"
bu 12" TY 4 OPEN I NC-r
I( I
11 SECTION V I 11
II 11
u
2' FROM EOP
u
7/8" DIAMETER HOLE
u
6' LONG PRECAST 211 4 1/2 211
BUMPER BLOC I -
2 1/2
REINFORCING BA j j° ' - 3 i/2"
CABC ,
Ii
ASPI-IAL ' ��
11 2 - 3/4" DIAMETER REINFORCING
BAR 24" LONG PER EACP UNIT
U
SECTION , Vi Ew
PRECAST CONCRETE BUT" iPER BLOCK
NOT TO SCALE
Proposed
5ubgrade
Not to scale
Not to scale
ASPHALT
HANDICAP RAMP DETAIL
Not to scale
NOTE:
*`''
RA15ED TRUNCATED DOME5 WITH
0.9INCH DIAMETER, 0.2 INCH
HEIGHT AND $PACED ON 2.35 INCH
CENTER5 5HALL BE I1,15TALLED
r
ON THE HANDICAP RAMP. THE
RA15ED DOME5 5HALL BE COLORED
(MIXED IN THE CONCRETE)
-
'BATTLESHIP GRAY PER NCDOT
b
5PECiMCATION5 FOR ADA COMPLIANCE.
�.
xi
f
C,ratii-ncr
nrnlnacrp IRmeinn Xr Ciptiimpntntinn iinntrnl Dpta1l I;hppt
CAROLINA PLACE APARTMENTS
AT CAROLINA FOR -EST
166 Terry Lee Lanier Drive
Jacksonville Twp., Onslow Co., North Carolina
VARIES cuwner/t�evelopor:
BUILDING Owner:
C3�' E Garland W. 4 sue C. Tuton Carolina Forest Apartments,
SIDEWALK 6x6-l0/lC P.O. Box 10(06
1/40/FT. WWM Jacksonville, NC 28540 P.O. Box 1027
2" A5PHALT MIN. SLOP (q10) 577-1441 Dunn,' North Carolina 28335
_ • (q10) 8qi -54 o5
■ ....•
SLOPE 6 . _ - -� '
" 6" COMPACTED
8 CAM-"'� SUBGRADE
COMPACTED
SUBGRADE
rnVItNATION CURBAMCFAIX PAVING DBTAIL
NOT TO SCALE
Field Book: Carolina Forest #12, Pg. 54-64
Disk Name: ACAD 2212
Filename: Carolina Place - site.dwg JJL Sheet 8 of 10
Job No.: SM706-4734
DATE: 02/01 /10 /
SCALE: NO SCALD
e
Parker &_ Associates, Inc. 4tnit Hor 2b
Consulting Engineers Land 'Surveyors Land Planners
P.O. Box 976 28541-0976
306 Now Bridge Street - 28540
Jacksonville, North Carolina
Phone [phone] Fax [phone]
Firm License Number: F-0108
0

N
C14
M
0
U
A 0
U
4
G" HIGH G" WIDE
CONCRETE CURB EACH SIDE G" DIA. RIPRAP SHALL BE
IMBEDDED 3" MINIMUM INTO
CONCRETE SPACED IN STAGGERED
ROWS AT 12" ON CENTER
12" EACH 51D
T
PIPE INLET V-0-0-0-- ILI
0000000000000000000 CD
J 0 000000000 0
:)0000000000000000000 I-_
30 0 0 0 0 0 0 0 0 00 0 00 0 000 0
h
00000000000000 0 00 0 0 0 0 0 0 0 0 0 01 0
0^0^0^0^0^0^0000 0
LENGTH VARIES
SHALL GO TO BOTTOM Of POND1
ELAN VIEW
G" THICK CONCRETE 5PILLWA'
REINFORCED WITH WWF ME5f
SPILLWAY Z:)n/-\LL BE CUT INIU FUNU
BANK SLOPE, AND SHAPED TO FIT POND SLOPE.
TOP Of CONCRETE SLAB EVEN WITH POND BANK SLOPE.
SPILLWAY SHALL EXTEND TO BOTTOM Of fOPE13AY
ANTI -SEEP
COLLAR -
Roo"
SECTION VIEW
CONCRETE SPILLWAY WITH RIP RAP
NOT TO 5CALE
IT ttV Pipe is above Elevation
24! RCP OR CMP
24!*
T W
Latch For Lock
-EFOedico Structure
-PLAN VIEW
NOT TO, SCAM
QU'M SHALL BE HOMM M &LOW
FOR EASY ACCESS NO MAINTENANCE
6* 01,'v PVC PM
WITH 2,5" CNA HOLE DRILLED IN END PUJG.
INV- QtV. AT CATCH BASIN SHALL BE
PERMAMNT POOL ELEV. GROUT PIPE
SECLIWY INTO PLACE.
TEMPORARY POOL ELEV. 45.70
PERMANENT POOL ELEV. 44.0
&00
�,�� Riser
FBI Riser with Concrete
(25! Deft) To Avoid Floatation
5TORMWATFR DETENTION POND OUTLET STRUCTURE DETAIL5
NOT M SCALE
Contractor shall insure that he aid 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,
or or qpestion 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 reqast the staking
entity to place staking in on area where its preservation can be insured.
Rev. 06/02/10 JJL Add Vinyl Pile Baffle Detail.
Rev. 05/19/10 JJL Revised Stormwater Detention Pond Outlet Structure detail.
Rev. 05114110 KWW Acid Flow Diversion Baffles, Rev. Outlet Structure Dtl-
Rev. 2/22/10 JJL Revised pond fence and landscaping.
CMI AW-1076 CAPPING
-r=M=V'10A1P'-e 92VIVII m ;:VA1-lr-+J AR Io
POOL ELEVATION 44.0
-PERMANENT
CMI SG-625 SWEET PILE HALL
DRIVEN TO SPECIFIED DEPTH
BOTTOM OF POND ELEVATION 33.5
0, e:�l
N (N /XX
Nv 1/x0/
01
X X
\) IS I
00-""
Z� X,
0,
Of sn
101/ 11
N
, X
#01
0, �i %\i
Section A -A
Not to Scale
LU
EQ
LU
Pond Inspection Notes:
To aid in pond certification please contact this
certifying Engineer at the following milestorwo.
1. Bottom of pond established - elevation and size.
2. Forebay berm established, prior to rip rap -
location and elevation.
3. Vegetated shelf established, size and elevation.
4. Pond stopm established, check grade 3:1 or
flatter. Outlet structure on *its - confirm
Orifice and other dimensions.
s. outlet structure installed - verify elevation.
6. Inlet pipes installed - check elevations.
7. Concrete spillway installed.
a. cwvies spillway eXcavated - sim and elevation.
q. Top of pared established.
10. Vegetated "if sprigged.
It is not intended for the certifying Engineer to
be the contractors Quality Control.
Vinyl Sheet Pile Baffle Detail
Not to scale.
ex, esign Cb
top 48.17
inv. 44.82
4
p f
4 41.
ex. fes
inv. 42.8q
2-egv
'92 erimeter 66
uffW#T .4
44 Inv. Out I
Grossed Emergency
Spillway
f I
4
i.
f
/ I 1 4
20' Perimeter T
Buffer
E�
.3 1 ex. 30' Public Drainage,
_U utility 4 Access Ebserrmnit
-C < per M.B. 45, Pg. 104
Outlet Structure
zr , / \
see Detail
Z 4)
Mo
3:1 Slope or 80 Wooden
(L .4 0 z Flatter Round Pile Typ. 3:1 Slope or
Flatter
if
Secure Vinyl Sheet Pile to
80 Round Wood Pile
See Vinyl Pile Baffle Detail
this sheet
if Bottom of Pond +
I / / / E!gyq&:1on 33.5
Vegetated Shelf
V) =D
N NIACIV
Permanent Pool
1 / r 1 / / l ,�, Elevation 44.0
t
/ Diameter
F
Pond Notes: jip Rap
1. Excavate pond 2.0' desper­ to act as tempoi-ory sedWrierit basin during construction.
upon completion pond depth shall be verified and cleaned out to insure the bottom of 4' Green or Black
the pond elevation is 2.0' below stated pa-W bottom elevation for future "dkrwnt
Vinyl Coated
accumulation. Chain Link Fence
2. Contractor shalt place 30 of topsoil over exposed pond slopes prior to installing any / r f I /
vegetation or seeding of the pond.
-A
3. The stormwator detention pond reWires inspection during construction by a LIM
professional engirvier, or by a -esentative, and upon completion retires a
WIWI
certification of construction, issued to NCDENR. Please refer to pond inspection
notes for milestones to contact The &igrwier to pwform the reWirements.
45.
4. The vegetated shelf is to be planted with wetland type vegetation. the lower portion
of the shelf is to be planted with on eqpal, mixture of Juncus Effusus (Soft Rush), way /
Adk-
Peltandra Virginica (Arrow Arum), Pontederia Cordata (Pickerelu all on 2.01 T_ nw. Out
centers.
.0
S. The upper portion of the vegetated shelf is to be planted with an eqmt mixture of Inv. Out
Dichrorrmwic Latifolia (White Star Cease), Eupatorlium Dublurn (Dwarf Joe Pye Wood), and 44.0
Lobelia CwJinalis (Cardinal Flower), all an 2.0' Centers.
6. In lieu of the dxwe listed plants, substitutions from the list of plants in the DWO
5MP manual may be submitted to The Engineer for approval. L
Concrete Spillwayl
STORMWATER POND
CROSS SECTION DETAIL
NOT TO SCALE
Excavate Pond depth 2' below final elevations
to allow for sediment storage.
EXISTING GROUND
5TORMWATER DETENTION
POND OUTLET STRUCTURE
SEE DETAIL THIS SHEET
EXYLT-om OT rwavoy 1
Yi
Elevation 34.0q1
' A �S�\\\C \ ,0k\ - .
Top 50.00
Recessed
Inv. 44.29
Trash Clom
pactor
yl
See Architectural Ed
Top 4q.00 Dtimpster Drain Pipe
Pla-ts
Inv. 44.fiq
Stormwater Detention Pond Detail
s ` .' tg -
Scale: V=20'
6
C "' v7g�
P_ RL
gp Stormwater Pond Detail Sheet
1 Y0
R,3 I A N',URVFi", 'I O, Pro ar { UNQUFLAN -PS,
CAROLINA PLACE AP ART MENTS
AT CAROLINA FOREST
166 Terry Lee Lanier Drive
Jacksonville Twp., Ohslow Co., North Carolina
Ownw/Develonc
Ownw:
Cicriand W. 4 Sue C. Tuton Carolina Forest Apartments, LLC
P.O. Box 10" P.O. Box 1027
Jacksonville, NC, 28640 Dum, North Carolina 28335
(,910) 577-1441 (qlo) 8qI -5465
DATE: 02/01/10 1 JUN 0 3 9,010
CA Mf
SCALE- NO SCALE
Parker & Associates, Inc. I Marl
CouffidUng Engineers Land Surveyors - Land Planners
P.O. Box 976 28541-0976
Field Book: Carolina ftldge Street iina Forest #12, Pg. 64-64 306 28W --- ----
Disk NanetACAD 2212 JacksonvMe North Carolina
Filw-oxnet Q.rolina Pima site.duig JJL Phone [phone] - Fax [phone]"1
, of
Job No.: SOW706-4734 Sheet 1010 Firm Upepin,Number: F-0108