SW8111212_APPROVED PLANS_20120423

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

Storr.
Total
Drain,
Adirondack Tin
Co., inc.
U.B. 1672, PG.
Wet Detention Ba
Total. BUA .........
Drainage Area .....
5ta. 20+44.41
End Ryker Trace Section
Future
Luker Trace Section II
r
Anthony N. Sydes
M_8. 25, Pg. 8
Sta. 14+17.16
End Ryker Trace Section
ohpl
ohpl
cage Area I
o S.F.
1 S.F.
D S.F.
,aaaaallelee���
-�� CA G"
APPROVED f
:4Z
-��
Ni OAOINANI�IRONM�NTA� m SEAL �,�
37928
MANAGEMENT COMMISSION : ®: 9040
o - - �f f fz.
V 0 OF WATER Op1
C TV1
9 � ��/Iflllllaaaa
FES 13 201z
Y:_
Overall Stormwater Exhibit Map
RYKER TRACE, SECTION I
AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
Jacksonville Tuup., On510W CO., North Carolina
0
Developer:
�1 Carolina Plantation Development Corporation
Anthony W. 5des
P.O. Box 712 , P.O. Box 7122
Jacksonville, korth Carolina 28540 (910) 455-69iG Jacksonville, NC 28540
(cll0) 455-6gS(o
DATE: 2/8/12 GRAPPIC SCALE:. ,0=1001
0 50 100 200 300
SCALE: 1'I=100'
FEET
Parker & Associates, Inc. goy
9 xO�+B
Field book: Carolina Plantations #8, Pg. 21, 22, 32, 38, 42 Consulting Engineers — Land Surveyors — Land PlannersP.4. Boa 976 - 28541-0976
Carolina Plantations #q Pg. 32, 54
GP5 File: R1rKER, RYKER3, rti, R POND 306 New Bridge Street — 28540
Disk Name: ACAD #25519 Jacksonville, North Carolina -
Filename: Ryker Trace I Con.dwq SLD Phone [phone] --� Fax [phone]
Job No.: 5110630-5205 Sheet 1 of 1 Finn license Number: F-01108
TTI

Legend:
B-B - Back of Curb to Back of Curb
CN - Chord
D.B. - Deed Book
F- egw - Existing Guy Wire
O Epp - Existing Power Pole
TRACT DATA SITS
Adirondack Timber
_ Total Co., Inc. Area 32.36 ac.
C
8q, D.B. 1672, PG. 155 Centerline Curve Data Acreace in Parks or
c-orolino
729 M.B. 23, Pg. 8
E 7.101 __ RA Zone
50, R _ Undeveloped/Wooded
,6
I -Existing �r Cul-de-sac 101(_ , /
L �
A h
other land usage ............ 3.35 ac. PlarrEotion
Number of Lots ................. 96+2 Open Spaces Blvd
Minimum Lot Width .............. 50'
Minimum Lot Size ............... 10,000 S.F. i
Average Lot Size ............... 10,738 S.F.
.� �.Vt 8, Dra. / 9i 's�` , / Smallest Lot Size .............. 8,031 S.F. (Lot 775)
M.B. - Map Book K1<1ge �3 \g Variable Width �C
Easement /6�3' � �a 2• \� Drai t Utility / 7 � Linear Feet of Streets ......... 4,953 L.F. y,�,�„
MBL - Minimum Building Line 1 , r' Y / / ..........
_page � 40R Easement / / � /� Proposed Use ....... Single Family HouMva,d �1�
Exist
ng
PG = Po of Curvature ✓ / 728 •a ? Stream ✓ / / 107.46' / .lA r . +.% Pb,' Water�Service .................. ONWASAIoped Blvd.
PT Point of Tangency / O NesR i4 Fortist
• � �I\ Sewer Service .................. Community System
R - Radius / L-12.8T 730 Top of , / / / r „� 6.73' / / T 66, 3$ , a ry� zone ........................... R-10 .�arkaorwille
R/W - Right-of-way , 7.7q' Bank / / `� • r/ / / Fire District ............. . .... Half Moon �T1Or'a
s.t. - 10' x 70' Sight Triangle Open Space Lot AA/�10' Drainage \�23 N ✓ / �` ✓' ✓ / _ Al ISO Rating ..................... 6�
` Maintained by NOA \O// Easement \� L=31.$7' W ^ `� / / / �04f / -% r r / / / VQ` _ N7 �4PQ Density Allowed 4 Units/Ac.
Adjoiner Lot Number Stormwater / ��(d 23.3$ ca s / / 16 •✓ ✓ / 343a } 1?
' / 2 / 4� , Density Proposed 3.6 Units/Ac.
6�. / W r• / i / F 1077 1 , Tax Ma 338, Parcel 18.64
Ot3 - Curve Number Wetland / `Z�' ° / / / ✓ i Wetlands �� 3 p
��Sy, / / / / j / Line 61 741 V1 PIN - 437902750809 �¢l
- Lot Number (yes QShmt 13 of 13) S '�! / / / �� `. • / ",' �ry �, Deed Ref.: D.B. 2149, Pg. 44
700 � ?•q4, a � , / / =-. �+ r/ / � ✓ 740 742 /� �` � �Lp$ M.B. 25, Pg. 217
5t6
Stop Sign q3` �� pA` ` / / ` .i �3.43i ✓ 50' 25' MBL Pf /
® 'l / ,. r r / ✓ '� , SETBACKS (Exceeds Minimum Requirements)
\5 �. pf�op, r J Storrnwater 50R Merlin Court "� - - q
v - Street Si - ^� si 500 72fi , . �+ r r• ( / Buffer ' �O _ Front Yard .....................25'
Sign - Stormwater / r r 501 R/ W ! ....................
' . n � L=42.Q1 \ � �� Side Yard .......8'
+ : + \ Buffer / / / v . r r r r/ • • / 201 2 d` , I I 10' Side Street 20'
Wetlands _.1 / / r r r / \ \ 2� 62I ` �� 37 L-42.01 g0 5, ' _ Rear Yard .... . ..... . ........... 15'
r r
s, r r� � 27' 18.VicinitySketch
.ti - �` 20.24'
1►/ / ✓ ; a v 1 co 53
Ga■ - 12" Natural Gas Main � -- r _
0 0 - - chain Link Fence .�ry r r r . +•. Wetlands 30.32' '� • • • • • �• +•�� / / ' \\ r �I / I
Not to Scats
-- Choi -- - Overhead Powerline �� •� - ti Line G2.25'
36.44 31 2$' r r / PT 20
• - - Wetlands/Tributary
` •` r • I '�' / •- . . • _ r r r r
r • r ♦ • r • r 'a ter" r r r• / • • / Variable Width
r r r + • r ♦ r r r • r r r r r �'' Drainage 4 Utility\ \ 4A 743
33.58, r • r r r r r r r 1 / 1 Easement
Adirondack Timber 47.13' ✓ ` 17417' / / S M
r rvGo. Inc. 3
D.B. 1672, PG. 155 -` " - �. r r 54.g4 r r ,t r r �r r �73.3� / O ✓ / / \ 31$ 03, / m 750
M.B. 23, Pg. 8 . r r r y -. • 30.72 /30.Bt�` ✓ / / ` O / 00 ✓ \cam \ 738 L=12.84' / 0 \
RA Zone ! r r . • ♦ \r r r a / 0 . / b
Undeveloped/Wooded Stream = • l •� r r ' ✓ / ' / / S 20 �$ ' \ I i 20' t 746 6.03, \$
Top of � , - ,_ , � ✓ Q'. / � \ •� l
Bank - ' , '_ ' r.�r �, '' 725 aiS 732 \ �\ 20' / i \ 20'
r / _
p �^ �' . �. \ / c� ` \ \�/ ` / / /�v` / / / 'o L =13.41' / t--62.44' L=62. `Pa /
I \ r W r I 1 \ \
nV Stormwater ac / / / / 0 00� \1'J3 \b \� 10,/
Curve
Pndius_LAnqth
Tangent
Chord
5earing
Delta
13 Total
310.00'
167.64'
65.
165.61'
'lq"W
30'5q'03'
14
310.001
3%.46'
.77'
36q.1q'
569M21250H
-a-os1 "
16
310.00'
1.45'
46.06'
91.15'
43 ' G"E
16'54'31"
iq
230.00'
168.20'
88.0V
164.48'
53G'03'18"E
1'54' "
/ c \70. \. r / 1. �q, /I
Buffer a / i 20 �/ $ \�\" o �s / -L-7 70' \� \ ya 0'B 1. / \ \�9
IVet D / ` O ` \ \ 2O' W / / \ S11 14 �4' \ \cam- Adirondack Timber
etentlOn c 20' 724 /�J c' 733 \ �\ PG 1 745 / � L.g7.00' O \ /�'��'� / / 20' \ \ D.B. Co., I c. 155
ale g� Bas�xt o ` \ sue\ / a 1 / / 10� L� <�? `- / / 753 M.H. 23, Pg. 8
'mot T� o�00 s� \ ✓ i / �� Op �s6'I 103 l� / O \ RA Zone
\20 \\$ \� / / 12012 L=7.70' sa 2 \� s t \ (Ps'o\'L y Sidsluolk �I �� / / L-3q.32' \ \? Undeveloped/Wooded
\ / � '.�►` �-�' #� � Typ- � �,
54
, 4 I V �1 \ 23.5q' i� 779 $ `/ / <�j. \ 24.80'
$ 734 I6 Drainage 7
Easement ive `� a0` / / \ \ 7BO $ 778
\'Z0 00 735 �\ \ 73s i , aS ii: 1No \ 20' / / a \ \ 000.
N/C Ramp $, / 1� j / O 1g] ` /� N/G Ramp
\ / 1 00 / . 781 \ " / / TYP•
TYP , .oa. \\ \ \p0 OQ ` ' No \ / � ` / 777 12.gq' \ �� \ 755
,C c� \ s cur oo _. `� �� / a 782 $ \ �3 / 50.05 ` // / o+,� 20.3q' \ F
'! \r / \� a / 20 / ` `t9
Open Space Lot $ 120 �+ `'` $ 00 \ / 783 16' Drainage fig w� / ✓ ` s \V
\ `� \ G Easement / / �� \ C'gg�i
Maintained by 140A OO+ 1 1 00, \ 20\ 6100 tl �A,� + J \ \ $ ro1///// �� 776 \ 6' \. a\ qF ��'' 10' \\
\ 20'
lb -
20
\ \ Jurisdict
ionalN32'S9`41"E o•00/ 2550' Ex.
egW Woodsline87.52I 7a ly Tributary
/5p Off _ `$ \ 00 �, /�'►g\. 7 773 t �+ y \
�1o1 ao 19 \ \\ IP 1°r ao I p0, /
Anthony W. Sydes '�� $ \ \/ , 'S�'�\Mv, +\ 1 ` 787 $ Easement /b/ / 20' pp' Zir' �0 ` 23.65' \ -
Drainage
M.B. 23, Pg. $ % a 1 1 00 53� Z 1 ap O / / 772 `�- / 61 ��� �. - - 5W-18`03"W 146.1$
R-10 Zone 3 0 718 / \ b Gp OO \ �� ` {�1 Op/ / 771 aoO / , - \ --- ' ' Opp
Undeveloped/ Wooded ^ $ / , / \ 0b / / \ \ o_ 'I 00 - _--�- 1 ohpl -_ Choi
A 1 OO ��o b1 00 $ / / 770 \No 67.00% 6 _ - - ex . dirt 1 i r " r
a 717 fr ?� N/C Ramp , / a \ �� \
\ �, / _�--- 532*5q 41 W 42.67
TYp' �' 769 o x a r. \gi 67-00� _ �� ' ` / .\ 758 road / / o P\ p �- oho:
+V OO / / / $ _ rnCo �.. \ _,� - 20' \\ O Choi oh `
01 / No Cu ao .� /� / / too _ .. ' ' - - 70.00r 9 $\ 10E Draswnsrit / / / E _ �G
K w1
r..-..
pp
1r_ .. _ .l0. 70,00' O 1 53` / /-22.13' /�/ p g.` 1 00 20 - 708 C4 _ __._ . - - _. - - - Iso $ 75 \\ � / ' o �' 34.47- l Ono
Gros
Q (p I 709 �/ r .. - / / O \ / CH-N45'09 15 W J /o L=
9 C'i0/ k • ve J \ ao ,// `� \ 22.12' CN-S45'52'4o"E - -
`y �+ / , ap\ 710 $ _ ` �✓ .10 7fi1 Q OOt , rP\ / Ono, / 34.46'- - ~ -
N32'59'410E ctj 1` S iv / `c� 10✓' O ' / / 1
CtA
40.00' $ �� / No 711 \ $ ` . - ' . �{ ! ✓ / / c� Gur $ / b1 00� 10 00` / 762 �Q / ✓ r�, `� ono dr S42'S5'47" E P R li N , D _ Z s~ 1
�J' IdeWalk O V 0 i '' t / ' n r
r yp_A 10 �/ gyp: ,r 80.77 P11 RK P. & A SS' C f •� TES ' ; � (
.0 001 /.. - \ / / 707 ` �' \ 00 t1ye 00, \ \ / ' / / o jay1 / / / C()v�I Lr`!�l Etitiitil.€1t� 1, ail) 5.4 Hk 1� C.iKS 1 4`.
_rC v
�/ / 0 \ e�� 10 X 763 $ �, / /4�.c,5 P, Ol ROX )7a I �c
Jurisdictional
Tributary al `� - _�� i•� 712 l 61✓ N ` a 1 urra�l \ \ • to, Drainage. '10 ✓ / °r1p N Coop / /
/ / � r / / F.osem.r�t o '� / / 547'04'13"W
/ i 71b '10 / 764 $ ou / ° % / / 50.00,
- b1 • / Sidewalk ao 713 / / `1 �/ `\ $ C+1�\' / / `, \ so \ 1� / Y+P�
/ YP $ / / \ `\ 7 / t 0 (� / \'� \ op ` 1 / / ° QrP' / / 35' Utility ,
714 0 00 765 \ \ 0Oi ✓ \ ' ` / / / Easement
Temporary 715 ao / / ' / \ao \ / to /" o \ 20 i0i QrorP\ / / Per D.B. 2163, r
\ /
Cul-de-sac I� $ ✓ / 00� ✓ • 704 \$ / 61 , \"1A 1 � N/C Rapp 766 $ \ 1 � / \ r \ � � / � ✓ Pg. 333 e,
No 16' Drainage. / / 61 as a 32.cq �` 1 ` TYP. \ 1 1 V / / Cul-de-sacTemporary
Easement / / / 703 $ \. b'f �' + Curb a \ 11 767 \\ w \A�\ o' 'p�i °rQ �' / / / / Progress Energy
OOi
/ V1i 20' o `Ls' / \ Z6 00 C/ �` '�� ` 10' Dr Cc)- p0/ / d A\ ' �✓ C,os / / 100 R/W
NOTE: �, �° \ eat -i / .yam �/ \
a / / 1 00 � 00, / ` \ . \ Eaeen�ent / / Y,. Sri / / Anthony W. Sydas �GI/
C.ontr•actor shall insure that he and all his workers / /Op� \ �� �0 702 / b 5u ` b1 ' �' 13-
Ex, 00 / epp� ' / / M.B. 23, Pg. 8
subcontractors and other site 9+ 61 \ \ `G / • $ 10i / ro r� / / / R-10 Ione Anthony. 5 des a�� y
(contractors, \ 701 $ Woodeline/ `1 00' �p�, Op+ / �1�\' ` (0 1 / o epp - ✓ Cis / / / / Undeveloped! Wooded P.O. Box 7122 1 I I
personnel) do not damage construction stakes or \a O / `1 • 1� ` $ 4r / p., 0 / / / ` Jacksonville, North Carolino 28540
other measures used in laying out the project \o , Op' / 692 , Op/ oro` i / / / / / / r. _ \ (910) 455-6g56 I �Y
whether by the Engineer or another entity including co\ \ /% �_ ✓ / �r / /
\ _ Q1 �p / Gd / 6. All easements are to be public drainage 6 utility at
those under the employ of the contractor. a \ 61 , $ r�` _ ^ - - -
p / p dimensions shown, unless otherwise noted.
Contractor shall cause his workers to observe arid / \ \ 693 Sidewalk / / / !� - Easements shown as - or
\ �100 00+ /Alv Typ. .;rd` / �549i 7. There are no Areas of En>ironmental Concern as
verify to the fullest extent practicable that stakes, Q , C"' y ,c / ✓ -
L� 1 . / c / defined by The Coastal A, -ea Management Act (LAMA} Preliminary Plat -Nat far recordation, conveyances, or sales
other measures and grades are, or, appear to be, '10' / , , % ,\ 694 $ 20 /00' / / / / / Ex. Dee' on this site.
accurate and correct, and immediately, but prior to 1 � J1ve b1 � �\ � / 00' rG / \1,548i '� 8. Sight distance easements shown hereon shall remain
but shall remain free of i
any associated work, notify the staking entity of l0 S � \ •$\ °�G / / / / �_ \ \ �{ as property of homeowner;
RYKER TRACE SECTION I
any potential conflict, error or clyestion regarding a�al�e Ex. 695 \ \ / /� 00' r� / /' / / / ✓' 5_47'i �\ ` all structures, trees, ra l,bber AT CAROLINA PLANTATIONS
y, and signs, except
' � \ b / / / � � utility poles, fire hydrants and traffic control
the work. The Engineer shall not be responsible if all r 00+ Woodeline `� \ 20 (00 , Ex. 9. stons, which could restrict driver's vision. A PLANNED RESIDENTIAL DEVELOPMENT
\ / �' / / p signs shall be RI-1, 30"x30" high intensity of the above measures are not strictly adhered to. 6 $ / , � / � / 9i'1 g Y
696 rG / / / / - diamond grade reflective, installed on a breakaway Jacksonville Twp., Onslow Co., North Carolina
The Engineer shall not be responsible where due to O ✓ 00 \1 20 g Y
�g �s \ ' •$ � \- `1• / / �54fir or two piece "U" channel Post, 7 (seven) feet above
damage, his staking can not be verified. For critical 00` \ , G / / / / / ' ' adjacent pavement height to bottom of sign face, with DevelaW
rG o / a horizontal clearance cf a minimum of 1 foot from Carolina Plantation Development or costly components of the work, where the contractor 61 \ Sidewalk $ , ) / / /
/ \ Typ. O , op / -` NOTES, existing pavement edge tD outermost part of sign. a pment Corporation
believes that staking may not be preserved, the \ 697 10 Drainage ii� / rF. � / ' 545, 10. Street signs shall be etgineer grade reflective,
/�V I Easement / + p / / ,5 1. All streets to be public.{Department of Transportation)
contractor shall regyest the staking Entity to place C� \ \ + q �j orP` installed on a 2 3/8" O,D. galvanized post using same P.O. Box 7122
1 / 2. Ail street signs provided by owner. vertical and horizontal clearance as stopsign, staking in an area where its preservation can be insured. \\ � 698 [ 00/ ✓ ry1 �' -/ � / / � 3. At all intersections- g Jacksonville, NC 28540
rP on / / / O 11. Boundary Data Per Survel by Parker 6 Associates q10 455-bg56
O .� p / / / / / 0 20' radii at all rights -of -way Dated December, 2008 and Computed Information. ( )
p, 20 j r.J�J1 30' radii at all Back of Curb. 12. Development Area is wooded.
TO1T1po'W Ex. i fi99 \ 00/ / ' rG s / / / / / S 4. All street, ri ht-of-wa to be 50' unless 13. 10' Public Draina e and Lttilit Easements are reserved /� II
Cul-de-sac Opp \ `1Y orQ` 'i / 0d / / / �/ /' 925i O �D otherwise noted, Y along all street Rights-cf-way. DATE ��0��� GRAPHIC SCALE: 1 =(v0
Field $ \ \ / ' / / / / `_ 9 5. The site is not affected by any special flood hazards 14. Maintenance outside of 4CDOT right-of-way is to 0 30 (o0 120 j$Q
\ , orp\ o�� / / / / / /y \ �y o R-20 00r per FEMA Map CPN 370340 4379 ,r (Onslow Co.) be done by others. SCALE:
��: II ��01
'ja0 I effective Nov. 3, 2005. 15. This Preliminary Plat :s being signed and sealed H
Anthony W. Sydes \ V / / / / / 524, �3 L-31.42
\r ex. dirt / . � �j to satisfy the Require:�ents for the Onslow County
r�` FEET
M.B. 23, Pg. $ o / / / / CN=N7T5q'41"Ft' ��( Subdivision Regulations only_ It is not intended
R-10 Zane + /� road pY'P � / / Existing Design ,
$fj / / /\ \ 26.28 /-.�e��j to imply that an actua. scrvey has been performed.
Undeveloped/ Y+laaded �; • / \ I`1onprCh Meado4 Section 11 $ Parker & Associates, Inc.
f rP / at C.'ai-Cline Pta•itations -' / 1y' �
/ orP EX. Carolina Plcntation R=20.00' �'�Ke� Q Field gook: Carolina Plavlatlons 116, PO. 21, 22, 32, 36, 42 COIIg11�IIg gII�IIICClQ - T.fIId .�'lLtl7eyol'e - Land Planners ` ar
/ ' 522 r Developn "t Corporation L-31.42 __. c L`i' GQ 1, Garonne Pla,tauffle OR PG. 32, 34 P.O. Box 976 - 25641-0076
/ - Design D.B. 3370, Pg. 801 GN=N12'00'19"W I Lac' J GPS File: R7KER, R7KER3, rtl, R PIDND '.IDQ l�ew $treat - 2a640
20 M.B.Pg. , , " .. Disk Name.: ACAD x23M
]Borth Carolina
I a SAaie
28.28 N32'59 41 E.! % '� Jacicrosdlle"
' 521 � Ex. Design R-l0 Zoris Filename: Ryker Tram I Gan.dwQ OLD
Phone (
Rev. 10/24/11 BLD - Add Sidewalks and Existing Woodsline, Plat For Signature _ . 201 Single Family 010.00 -= Job No.i 5110630-52M Sheet 1 of 13 s➢10) 4b6-2414 -
FAX {010) 46i6-9441
.._. _�. - ----•---._,_.. __ - »I'Ltlm 1lcsnse lllnmbeis: Ir-010e

-`-1-::!.li'i1.1.:-i)A11.t 1,'5.: 1-1--Ltlti.7r s' _L! _:'1'V
'
Legend: end: Adirondack Timber \ 50 NOTE:
B-B - Back of Curb to Hack of Curb Co., Inc. Contractor shall insure that he and all his workers (contractors,
(L - Centerline Silt Fence and
CB - Catch Basin D.B. 1672 PG. 155 personnel) age construction
r � subcontractors and other site sonnet do not dam
Clearing Limits at stakes or other measures used in laying out the
amp - Corrugated Metal Pips i � 729 Propery Line ay ng project whether by
D.B. - Deed gook `.�' orate with 46 CL 1 0 �-r the Engineer or another entity including those under the employ of the
Elev. - Elevation Berm at Low to Begin � `. contractor. Contractor shall cause his workers to observe and verify
[4--- egw - Existing Guy Wire Point Top of to 45 3 � to the fullest extent practicable that stakes, other measures and grades
0 epp - Existing Power Pole Berm 46.00
ex. - Existing are, or appear to be, accurate and correct, and immediately, but prior
FES - Flared End Section Temporary �\ to any associated work, notify the staking entity of any potential conflict,
FL - Flow •-•'' / X Cul-de-sac Swale B �, Stream Top error or gl,estion regarding the work. The Engineer shall not be
Inv. - Inv. 730 0.8U With ! 10 of Bank responsible if all of the above measures are not strictly adhered to.
0 JB - Junction Box /•. a 4:1 Max 43.6 4 ��� Wetlands The Engineer shall not be responsible where due to damage, his
M.B. - map Book Silt Fences and
Pg. -Page Clearing Limits at / Swale 0 Side Sic surata staking can not be verified. For critical or costly components
Pg. - Rack Check Darn Cl aring Lim % 728 Line of the work, where the contractor believes that staking may
GB 0.3% With 0� /� not be served the contractor shalt
MIRRA - R[p Rap Apron Top 45.84 4:1 Max 43.1 Z •�• preserved, regis p the staking
R/W - Right-of-way FL 45.34 Side SlopeSwots ' / entity to place staking in an area where its preservation cm
tab - Top of Bank 44.0� Inv. 42. / / �S / /
YI - Yard Inlet ' . be insured.
•- Adjoining Lot Number tormwat! Top d5.&4 as FE5 �/�• % . ` / 44.0 Ct
,525, FL 45.34 '- / Swale
-
x 46.95 - Existing Spot Grade 727 Wethifid Inv. 42.02 42.75 , . - ra w/ / �� , / ` 46.00
�- - Flow Arrow • ` - / / --' Break Swale With Berm
f (See Sheet 13 of 13) 10' A6 Po t From Lot 741/742
721 - Lot Number Wetlands _ 40.6 � / / I - ` +�-
Line �, ��liw / � � w � " _ � � �� to Mid Lot 747
Install Silt F oe _r. 58rm Top 46.00
� Swale
A4 - Pipe label / 72fi Swale FE5 E1 / - - �/ / •� r 10, 2' Off Wat�•ids
x 47.86 - Proposed Spot Elevation 0 0.56 Ith Irn. Out E3 •J. �`/ = .� Line Fr
w ' ' r / PropeGC Line
Chain Link Fence `r Si�elle Side Slope _ / / ra0: T�°d Swale 0
41.50 I �' /
Clear Limits ` ' rant Drive.
- CL � w lieadwails w/ /
w w / + +• • Storrn water 0.6 With
_ - wale /-'
- --- Ditch/S � � � -y � � Parallel � w � 4•
ROADS & DRAINAGE NOTES:
I The streets to be constructed for this project are subject to the Department of TI'a115portai i. ertiflGaton Program and Quality
Management 5y5tem Mainterarce Version Requirements- The Contractor. at his expense. shall provide test results or
) 5ubgrade. 2) Base and 3) Pavement. The Contractor shall insure that all con5tTvctlon and testing Is performed Ir accordance
with the N.C. Department of Transportation "standard 5pecflcatlon5 for Roads .and r•uc;tures°. latest edition. 2006
hot Mix Asphalt 5pecaflcatlons and Manual, and 'Quality Management 5y5tem Malntenarce 'v'erslon". and shall report the testing and for
core locations, test method, results and D.O.T. allowable range or tolerance, as apphcanic. 5ut�grade shall be tested for density
and Shall be proofrolled by the testing Engineer or the Engineer or ::iurveyor who will issue the Final Certiflcavon. ease and
pavement shall both be tested for density and thickness. If Parker # Associates is admimsterinq the construction they must also proofroll the
stone. Testing for pavement shall be certified by either a professional Engmeer or properly certified QM5 technician and shall be in accordance
with QM5 criteria, Required thickness for this project Is as shown on the plans iJote that rhlckress for w;dening or turn lanes Is greater than that
for mternal5treeta
2 Mmlmum Densities:
5ubgrade 100%
Stone Base 100 %
5F 9.5A 90%
5 9.58 92%
1 i S.OB'32%
5 25LO15 92 7o
3. Notify the Engineer or Surveyor, who will Issue the overall Final Certification. of all phases of Roadway Construction
4. All metal Used for any type of catch basin or inlet shall be produced In the U5A-
5. A minimum sight distance of 1 O'X7O' shall be maintained along the right-of-way of all internal Intersections,
C. 20 foot radar at right-of-way Intersections, 30 foot radel at edge of pavement intersections-
7. All culverts under streets shall be reinforced concrete per North Carolina Department of Transportation 5peclflratlon5, unless otherwise
specified and/or approved by the Engineer and/or Department of Transportation.
6. All roads shall be public and built to NCDOT 5tandard5-
9. There shall be no encumbrances within the NCDOT Right-of-way.
1 O. All materials and practices shall meet North Carolina Department of Transportation Standards.
I I . For other detailed construction notes, see plan and profiles.
C "lxw
Plantation
Blvd
R-11� 32
INNt�rri
BouWwad
Caroling
NCSR 147 Form
Blvd.
Corrwnana
Overhead PouJer•line •� - / Road wW Buffer 741
of - Silt Fence =` .��. - . �- . ` ` �" / 74Q o
Gas - 12' Natural sae Main w- �+ . . __• w w . w w//` ,i.I 742 Si Slope_Site Benchmark ay
_ - J i
Wetlards/Tributary �.
w w w w . w . w ♦ r + . . a
w , '� , , ,' t . �-• • .� „ W ', w . yw°`l Top 43.33 � 5 Nail in Power Pole Vicinity Sketch
Inv. 40.53' -� j `�� Merlin ourt F Tower *215 SE Pole Not to Scale
. ` , ~`Y r- . l Foot i B8 f Inv ii�1 Elev- 47.88
Adirondack Timber 5a W 4b.45 i GENERAL NOTES:
CO., Inc. ��
I \ ` . . ` . ` . ` .T Top 46.50 45. . ` Datum NAV D 88.
D.B. 1672 PG. 166 r� w w .-+* w . , 739 _�. Cj 1. Topographic information was created from a combination of Lidar
3fif �� . . ` . ._ w �_�+ Top 45.82 731 Inv. 40.47 0 46. CL
F = - I ' o / k� 46.80 I Swale �, elevation data obtained from the N.G. Flood Mapping Program, and
�NIn 45.. fB
7 ' / x x Fill L 0 Co. Inc. 2. Development area is timber land and wooded.
l g0 Adirondack Timber field a Parker and Associates, Inc.
A► B3 Inv. 42.70 B20
Needed Co., ' S. See preliminary plat for drainage easement locations.
O Space ale Co / �,• For Swale a D.B. 1672J PG. 155 ,� Pad 4. There are no areas of environmental concern as defined by The
\ Top 46. W Cons ion A Coastal Area Managament Act (CAMA) an this site.
Lot Stormu�te�• :` • ` 00 FL 45. 743 0."1 With /
intained / a (� S. Stormwaier From this project will be collected to drain to a wet
A Huffer ` � w i• Inv. 41. �� 1 7 8 ;� 4:i Max �(� T. detention basin and stormwater wetland located in open space
HO \ I 42.60 Side Slope
t CB` �j `'o lots, Both stormwater treatrnent devices outfall to on unnamed
P \ 5 66 Top 46.50 732 1 747 4 Q� trubutary to Waif Moon Greek which is classified as C;NSiN.
P P B2� FL 46.00 O B9 surale i 0.77% 748 / x 48 4 ��P
10 1 o Inv. 40.20 ® Yl 7. For
project is not affected by I any special flood hazard area
Z With 4:1 Max / 2 p profile and detail sheets.
h 7 4 F .5o _ side Slope 45.8c1 74fi 749 / �`.. / based upon FEMA map CPN 370340 437q J(Onslow Co.) Effective
/ Nov. 3, 2006.
Inv. .10
47.00 o I 41.89 / 8. The devel is Wilding houses on all lots. The actual size and
Per� /
J 47.50 °� ^g
122 of 13 / Swale / 7 0 Br�aak location of the structures may vary.
D 7 0.1 With C,6 Bl9 B21
?c t Top 46. / Poi t
4:1 Max op 45.35 5 a �
Begin Silt side SlopeJFL
44.85 $ 745 GB FL 46 j4
Fence A Inv. 41.13 Top 46.68 �/ 4:1 Max CLlatarFirig Limits at TRACT DATA
ox with '•\
sick All Propery Line
gg.. Yl Q+ 737 FL 461� Total Area 3C
ST #1 Top �1430 723 �' Yl op 45.35 try-"' 42.25 34' 751 Iriv. In Limits of Disturbance .......... 31.0Ac
SOS; See ST Inv. /39.68 �'� Inv, 40 87 B10 46.35 s FL 44.85 B_B �_ 0 46.30 Number of Lots 96 + o P
�. �{, \ •`, afe S With Chart r Inv. 41.23 �� B23 pen Spaces
Swale 46.5 \op ............. .
W i JB 11 / �_ k Minimum Lot Size I.O, 000 F.
736 Inv 4 412 B2 �6 752 Minimum Lot Width .............. `'0I -
+`. �A �� �e>r Average Lot Size ............... 10, s� ._.r
Clearing Limits p4` Yl 0 i. 722 I Swale f 0.32X GB ............. .
o ��x A� 16 C8 / � ••` Smallest Lot Sze 8, 0- . �'. (1�oL ", 5l
at y Line 735 With 4:1 Max Top 46.02 B12 etc} �� ,
Top 46 Ae Linear Feet of Streets 9 953t L.E.
Side Slope / FL 45.52 tic gtf FrnL� 46 1045 779 CCB / Proposed Use .. .......... , Sin le Famil'
�, Al Ab `% �b� op 47.71 753 e
45.94 � P �•� Inv. 41.56 { FL 47.21 � � Existing Land Use .............. Undeveloped
Anthony W. Sydes / Swale '`• I-1/Cam � " B28 Top 47.29 Water Service .................. ONWASA
M.B. 23, Pg. 8 1 Tvv. Swale l �� B24 Yl Inv. 43.86 0 1~L �46.79
46.32 Communit S'•�rem
Swale � � B13 i 780 Top 47.00 Inv. 44.16 ` Sewer Service ................... }' , .
Curb ` t!}t�e Inv. 43.24 YI 778 Gurb Zone R-10 (Or}slow Ccunr.y
46.7e rt YI / 21 Curb na 781 env 43 4 B2 / �B2 Gu 754 '' Fire Rating
.................. Half Moan
Guts 1 Q GB B2 147ISO Ratin
A
-� Tn 40 08 A2 -$ 5 Top 4-� 783 782 �� B26 c8 N/G Ramp
In 45.52 Top 47.29 Typ'
719 720 Ali • � Inv. 41. 7 Swale 0 ' � FL 46.79
Swale # _
/ B74 0.37x With ® - Curb WETLANDS IMPACT NOTE
CB 784 A'i • Inv. •�'4.0 y ,�
0.50X With Top 46.46 SA` �r� A 785 4.1 Max 5 1e - in le o Curb ? t Swale 0 Filling of the jurisdictional tributary ditch and
18 o Yl Side SlopeBegin p 46.76 0.34% With crossing of the urxxrmed tributary are of
4:1 Max FL 45.g6 $-$ 78 Yl 0 0.35X Wit FL 46.26 Guts l P
1 Inv. 40.94 _ ,. ' � - � TOP •� �� �� 4:1 Max ` the Carolina Plantations Individual Permit, and
Side 5 T 46.66 :1 Max
slope Inv. 41. _ op 775 4 Side Inv. 43.54 �� are not to occur until such permit Is finalized.
c�tr ,7 Swale Inv. 43.06 Slope
717 (Pubic= U .•
\ c 0.33x Wib1y B3l •`
o P/C Ramp 6 A I Max Swale ' 774
716 A3 TYP• side Slope0,26% With /
.� 5'
o708 Curb GB ` 771 772 4:1 Max Lock and +5
Gut , Top 47.23 Side SlopeB32 i11 All Ex.
��� 709 $ FL •46.73 ,e W -_ C8 Muck and Fill itches Muck and Fill 756
y e 5� C5 o CB !rn. 44.10 - B1 Top 45.9g o , s - 773 SLr�t} 7 7 " . -
16_ To 47.23 ��� 77D L 45.49 b1'+t _ O �, �, \ Begin 1L
Top 5.q(p surule P i 76 Inv. 2.78 2b�� (P� q�, 7{� Jurisdictional
Swale 47,5
CB
Temporary �Y -Vas � FL 45.96 1.33% With FL 46.73 / _
,r Cul-de-sac ` inv. 4 4:1�Mox Inv. 44.00 a - FL 46.26 Tributary egLu
in Progress Energy
© Ag 55 �-�� _ . © © A4 f� � f 47.20 '�j A'i �°q T --
C -
�-r
ILE
Yl 47.20 1t Lock and 759 Swale • O.6x A �- \
p ~ k and Fill Top 46.50 - - Swale 768 ill All Ex- f 4 0 \\
Jtrri fictional - +e Inv.�l, �� A9Atr� . ' itches 760 633 With ,1:1 Max �� B3 epp '
Tr�butary 714 ��/ orb ` AT B16 761 Side Slope B34 ePP \e
Clearing Limits O _ /G j �1`i O 758
at Temporary 1 715 y�0 4t- �-:� Al 70 Curb e J� l : t .. Swale �f Y�
Cul-de-sac YI A7 - lv r CB 762 F Top 47.00 5 704 �� 707 lei v To 45.0I 0.29X Wit\�
ICiewihgLimits 1 Inv. 43.55 0 O �� anal 11 45.44 Muck and Fill q,l Max ePP
C
at y Line �+/ Swale GC��. 70fi .1 Z6 Inv. 42. 763 Side 51 Top 48.20
0.59Y h
Top 46.90 � o FL 47.70
7 - Swale 0 4T1�'lax �
. ./ t} ` F 7 4 Swale • YI Inv. 44.44 \ --
/ 47.25 CL 4a---- - t Sick Slope Inv. 438 PLobI� Strom 0.4% With In 44.23 Drivaway Turnout
3u►ale 44 Max ( P/C Ramp
4'1 Max For Utility Vehicles � Top 48.20 IceBenchmark
Side Slope C�
Typ. o / Sides Slope
26` � E. Seri it 4 stockpile as needed for later use. inv. 45.07
702 � � B 1 p �� p
Curb
F. Install the sewer mains.
Swale A(� 701 e G. Rough grade drainage swales. Install storm drainage Piping
x� P1 Lot max and inlet protection an all yard inlets and catch basins. Silt Fence and Clearing Limits
4 5 With 700CB lle� / 7fi7 0.32x With / $1 A� . 47.20 Ci_ H. Immediately seed and mulch drainage suJales. At R/W and Temp. Cul-de-sac
Side Slope 1 Max T 46 63 ova O 4.1 � Silt Fence and Swale I. Rough grade streets.
J. Install water mains.
Side Slope K. Fine street. Place CABC over composted su
nv. 43.90 692 -�. C.B Yl Clearing Limits g►� bgrade. Install Temporary Anthony W. Sydes -
/ � T 47.26 � at P asphalt surface course. P.O. Box 7122
Top 46,50 rograss L. Complete fine grading of roadside shoulders and swages. Cul-de-sac
x 693 r' FL 46.76 &WW R/W M. Reseed and mulch drainageJacksonville, North Catalina 28540
Temporary � inv. 44.13 �� Inv. 44.00 N. Provide swages. P (910) 455-6g56
For y �� Top 46.gO fD ide ground stabilization (Temporary or ermaient) on perimeter
Swale 0 GB areas and stop" than 30 within 7 following Grading, Drainage, and
Cul-de-sac FL 46.40 � �'' Erosion and Sedimentation Control Notes: � t days Fallawi r
0.3% With gi r
Inv. 43.28 694 Top 47.26 the completion of any phase of grading or construction; and 14 days
4:1 Max FL 46.76 Al I. Clearing or grading operations shall begin at low points of outfoll release for all other areas internal to the proje�.
A � Side Slope In .03
or other locations where sediment control measures are shown on the Erosion and Sedimentation Control Plan
v 44 �� pion and the sediment control devices (sediment traps, silt fences, 4.
etc.) shall be installed before or simultaneously with the disturbance of any Apply lime and Fertilizer and work Into 4 - 6 inches of soil. seed RYKER TRACE, SECTION I
CB area draining to the device. mixture shall be distributed uniformly and covered with a ctea'i straw
2. 5ediment control devices aid structures shall be installed, maintained a,a mulch. All mulch shall be crimped or asphalt tacked to hold in place. AT CAROLINA PLANTATIONS
Glearirp Limits Top 47.13 / , . - ... amended as needed to provide effective control of accelerated erosion a}d Material and
Yl �� Pr application rates as Follows, and are generally considered
at Temporary FL 46.63 / / To 46.57 Al sedimentation until the contributing watersheds are stabilized. minimums. $Mulch rate to be doubled is crimped#: A PLANNED RESIDENTIAL DEVELOPMENT
Cul-de-sac Inv. 44.00 / 1 c P 0 3. Material A lication Rate
Inv. 43.5q A'1.2 Driveway Turnout A. Notifyineer, owner and Land Quality Section beginning Lime 30 l lbs. n Jacksonville Tw Onslow North Carolina
- ►r'Q �yole For Utility Vehicles �• Y Prior to beg,rr} p., Co.,
698
l� 5 Y construction.
Fertilizer f10-i0-i0} 750 lbs./ac.
698 a"' B. Install stabilised construction entrance at point of access From Monarch Mulch Develofler:
2 tons/ac.
\ AS ' 897 81,�, F Meadow section II. Asphalt Tack 435 gal./ac. (Max) - _ -.-- _- Carolina Plantation Development Corporation
\ ' �{,S Wl C. Limits of clearing will be as shown. Owner may lessen the amount to f T
- O 6A'X V�� W clear. Confirm prior to start of work, Silt fence shall be installed at Permanent Seeding
/ Common Bermu a
la M Coo° in Silt Fence the down slope edge of clewing immediately aFtar an aea is clewed. ! P.O. Box 7122
A:1 1� (Unhulled Sept. 1 -April 1} 100 lbs./ac. I
_ �tr _ Silt fence shall be maintained until the project is stabilized completely. Jacksonville, NC 28540
A�. y, lops and Clearing Limits (Hulled April 1 - Sept. i) 75 lbs./ac.
Silt fencaa are shown based an topographic information the locations ,r - 50 lbs./ac. I ) 455-6c156
5 glde at Entrrrxra on wrap Rebel Fescue (q10
End Silt _ Gp5 � � ' S45, expected to be needed to trap sediment for to enteri dou,►} slope
- - - ... .... .._`
Fonts x 0 _ _ Both Sides of R/W areas. Actual locations of installation shall be adjusted to the actual Rye Grain (Sept. 1 April 1 on_;; 50 lbs./ac. _ s -_v
A-1 a IrnJ 1G 1 / / physical on site topography. That is, where silt fence is not shown on German Millet (April I - Sept. - �r.-. 50 lbs./ac. "" - u i
p topography reflects a downward slope, silt fencie Temporary Seeding DATE: 10104111GRAPHIC SGA 1 =Io0
• �! 4 the la} but the actual
Wyk 51 G� / / ►� shall be installed. Where the actual topography reflects an upward slope Dec. 1 -April 0 30 (00 120 180
silt Fence is not Kobe Les edeza /�
Stabilized r^egyirne P 20 lbs./ac. SCALE' III=/OI
\ Construction D. Clear 4 grub areas as necessary to reach low points of outFatl release Rye Grain 120 lbs. /ac. {O
/ / C _ Existing Design Ent.�� and to construct sediment traps arid rock chock dams. Once these April 15 - Aug. 15 FEET
Swale / Coos �� \ measures are installed the area within th
e clew- limits German Millet 40 lbs./ac.
S24, Monarch MeadowSection 11 hie remioi"g "'g
fcan be cleared and grubbed. Excavation for the stormwater devices Aug.15 - Dec. 30
at Carolina Plantations (with outlet structures) may also begin at this time. Rye Grain 12 0 lb5 . / ac . Parker & - Associates, Inc. > ng Horlya
Carolina Plantation Consul Engineers Land Surveyors - Land Planners
_ / il• C,a+ / � Field Book: Carolina Plantations te8 P 21 22 32 38 42 S. Once all areas have beien stabilized, contractor is to remove temporay � n�ln p
�522, Development Corporation $ Carolina Plantations ttq Pg. 32 341 rograde 4 moth to reetabilixe these areas.
erosion control measures P.O. Box 8?'8 - 28541-0978
D.B. 3370, Pg. 801 pt GP5 File: RYKER, RYKl:R3, rtl, R POND J 6. For aldditiawl ra Wiraments, see the approved erosion and sedimentation 306 Now Bridge Street - 28540
M.B. , Pg. i% Disk Nana- ACAD #2339 permit. JacksonvUle, North
Rev. 12/08/11 BLD - Add Sidewalks, Turnouts, and i I _ ;521 i R-10 Zone ` Filera}'}e: Ryker• Trace I Gen.durg BLD Phone [phone] - Fax (91Carolina455-3441
Single Family Job Na.:
Revise Notes. Plot For Signature _ S110630-5205 Sheet 2 of 13 py,in License Number: F--0108
�S,i
f
R J i,.
i.
r .'}, •,• •-
.r
'f:
..rV
to i�@,'.,,,
f'i ,
• p,W ,.ie� ii i}i..ta4 .l�,.i �. t J. k.,
�
r.
,
,
, -� .y- .r
v.i
Ir .i, , [r, r
I
!
,. i`�;t .,, •f•
1 f. f•1♦ ��.I�',
, f
/ y� fyyr, •�} �i�f':p �'i7• 'iY l!�•�'.
! 7r;•'�i (A�fI S�' ).
. 1
.. , t -
-
..
Y� .. ..�7�'..'�'

3'R 6• A
liy
Drop Gurb . 2' Detectabla 0,02
(STD. 2 -b Garb 0.05
4 Gutter Shown) D n� 04
ne '"'"-' i f -1
= Pay Limits For Curb Ramp
NarES:
1 I. Detail Pbr sheet 1 of DOT 5ta,dad Drnuring 6415.05. sae shams 2 ad 3 of 3 For Further
Riprap 3 D Detail Information.
SECTION VIEW 2• Detectable Wanem q Does Will Cover- 2'-W LwVth and Full Width of The
Rapp Floor As Shoup on The Details.
3. Detectable Waning DVornes Will Contrast Visibility With Adjoining Su -face. Ether Light -an -Dark,
or Dark -an -Light 5oWenw C.avarirQ The Fsttirs Ramp.
Median Stone Diameter - 6" Unless Otherwise
Noted on Erosion and Sedimentation Control Plan. Ramp Width Area is Variable
1. D - Inside Diameter or Width of Culvert.
2. Minimum Stone Thickness to be Two Times
@
@
@
©
Qo
Bass
Specified Stone Diameter,
r
TO 1. erR
S. Fabric to be Installed Under Riprop
o
o
0
0
0
0
0
0
0 0
0
Located in Swale.
4. Finished Grade of Riprop Shall be at
o°
®
0
©
®
The, 50x to No Mara
Than 6sx The 80"
Invert Elevation of Pipe.
of
*Not Placed on Top of Ground at Invert. *
n
D`
0
0
0
©o
A
Minors
©"
rm
• •
ErT_=tT_9FW-M
a
• •
ix 9Neirvqr�m
FZMQ�Mty-z
EMMMMMUMETrNiI�91•�cr
o
iN[If•�
W
Section B-B
W
uolk (V S1
B
EXISTING, ROAD
I
Temporary 4-5'
Tall Steel Post -
Top of Curb
R/W Max
Above
50' MIN, Grade
LENGTH
Temporary j Inch
23 Gauge Wire Mesh
on all sides
Temporary #57 <
To of Hood Filter Stone an / /
If Curb Inletall sides \%
Grate and Frame
Proposed Subgradc,
I F Pavement Proposed
26` B-B
t.5" BC5C, Superpave Rolled
Type SFq,5A 1/4"/Ft, Slope Curb
6" CABC
\ Compacted, Suitable
Subgrade. 7\\ \\
MERLIN COURT AND CAVALIER DRIVE
f I
Sidewalk 5' Min. S` Min. 1-Of �. Not t0 scale
G p Cur CONSTRUCTION
Transitionb Transition ENTRANCE I 36" Min, 1 F
PROFILE i 1.5' i i l i 34 5--5
a� Al'osa Not 12' MkN1 Li ui 1.5" BCSC, Suparpave Rolled
I/4".
To Fxcesd 104 (SEE NOTE/Ft ) Grout Type SFq.5A zlope Curb
Section A -A " Invert Charnels , / \/
4'x4' Clear Spaae
o m
Cavoswalk Limits.
(See Note 10)
2' Min_ curb
Between Ramps
PERMANENT RIPRAP APRON B - x (A+9 )
0.9' To 0. " 1.0 o "
NOT TO SCALE I� o 2.4 B - Distance From Front Fdgs of sidewalk
+ To back Point of 12=1 (6.33x) Slope.
+ Back of Sidewalk Drop Ro Wired For All
- ' A' Sidewalk Slopes.
•s Back of Sidewalk Drop Rewired For Sidewalk Slopes 0,04,
Detectable Warnin Domes
CURB RAMP
Cho real
Bottom
�J
B
Top of PLAN VIEW
Channel
W p Varias
NOT TO SCALE
Expansion Construction Expansion
Joint Joints Joint
67 Stone
idth Varies.
etch Existing
dewalk Width.
t) Concrete To Be 3000 P. S .1 •
2) Expansion Joints To Be At 20' Intervals_
3) 1" Deep Sawed or Scored Construction Joint Every 4 Feet,
A 4) When Removing and Replacing Sidewalk, Remove by Saw
Cutting Back To Nearest Construction Joint.
5) Sidewalk To Be Placed on Compacted Select Bockfill and Be
4 Inches Minimum Thick. Match Existing Thickness If Existing
Sidewalk is Greater Than 4 Inches.
I/2D SIDEWALK JOINT DETAIL
NOT TO SCALE
W - Check Dam Width
D - Depth of Channel
dm • Median Diameter of Stone
Kota. i3:,rlap Shall or�
Not Be Used.
rete Sidewalk
W
M
Si
PLAN VIEW 8 Concrete Brick Walls or r 4' " CABC
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE Standard Precast vault =} -:� Pipes,/\\�\\/\\�\ '/-_ti
3idau,alk � _ x /�/ / `/,/ Compacted, Suitable
NOT TO SCALE `.s r ,v.: �±Y I / / / / /
v '7 As Yt.T�'-i�a, $" TYP• �\\i\\r� Subgrade i\\\i\\\i\\\i\\\r\\\i\\�r\,
NOTE. A Portion of One or Both R,rarnps Construction ;�j>�,)fi}.
May Exiarid Outside The Return.
1. Aggregate size - Use 2-3 inch washed stone DYNASTY DRIVE AND RADIANT DRIVE
ion �,; 2. Length - As effective but not less than 5o feet. FRONT SECTION Temporary # Inch STREET CROSS SECTION
4'x4' 5se STD. rlt.D1) 3, Thickness - Not less than six (6) inches_ Temporary 4-5' 23 Gauge Wire Mesh
Ling 4. Width - Not less than full width of all points of Tall Steel Post on all sides NOT TO SCALE
ingress or egress, Minimum of 12'.
Expansion .joint 5. Install filter fabric under entire footprint of the construction entrance. Tap Of Hood/Curb Temporary #57
(see STD. . ) 12" Filter Stone on
6. Washing -- When accessary, wheels shop be cleaned to Grate ak Frames
Sidewalk remove sediment prior to entrance onto public right -of- all sides Drains' e Pipe Chart
way. When washing is regyired, it shall be done on an ---- OUTLET
area stabilized with crushed stone which drains into on Asphalt AREA Q10 DIAMETER GRA :E LENGTH VELGCTT' 1
approved sediment trap or sediment basin. All sediment 20 Surface PI Pi; (acres) (cfs 1 ( inches) (' } (1 f) (tns) ! M- n . )
shop be prevented from entering any storm drain ditch, 7-A-1-- -7774- 7ff 747 3 RCp0. 6 104 7.13 8. 3
or watercourse through use or" sandbags, gravel, boards 120 _ _ _ Proposed Subgrode if *A2 8.23 26. 99 30" RCP 0.67 129 7. 61 8.35
or other approved methods. _ Pavement Proposed
7. Maintenance -The entrance shall be maintained in a * A 3 7.20 23.69 30" RCP 0.31 3 ? 5
condition which will event tracking or flowing of 411-
*A46.25 20.72 24" RCP 0.73 124 6.'?pr r g g 24" Min. A5 2.50 8.70 18" RCP 0.60 266 5.1sediment onto public rights-o, -way. This may rewire l ll 6 6. 18
periodic top dressing with additional stone as conditions 1 l I ► l A 6 1.66 5.87 181, RCP 0, 2 7 123 3.41
ryes Note i + ; I 1 11
see Notes demand and repair and/or clea'iout of any measures used to 1.5 , I 1 ' I i A7 1.21 4 .29 181, RCP 0.42 2 4 4 . 0 ; 5 . 4 5
2 12 4 14 trap sediment. All sediment, spilled, dropped, washed or It I1 A8 0.66 2.37 12" RCP 1..54 156 5.73 .5.00
tracked onto public rights -of -way must be. removed ` IU.. ;,I A 9 0 .34 1 . 21 18 " RCP 0.93 220 3 . 86 ­17
45
Pipe Cut aril i , 1 J
Grouted Flush A 0 0.7 0.61 8 " RCP 31 % . 14 i .
With No" *All 2.43 8.13 18" RCP 0.96 125 6.46 62
Pipe Pipe *Al2 1.79 6.01 18" RCP 0.42 24 4.35 3
*A13 1.07 3.60 18" RCP 0.20 154 2.94 6.66
*A14 0.56 2.00 18" RCP 0.20 220 2.55 5.22
°
10T I i0 T
05'
R• ' sr-.r _•.
A J
:).2$
1.00
1tj
RGP
-�f
'B1
17.21
52.40
42"
RC
fJ 32
5Y
6. '1
lt;,
*p2
i6.-,7
51.48
42"
RCP
0.33
128
6./9
t18
A_
o
B3
0.40
1.42
18"
RCP
1 49
64
4.
a
B4
0.09
0.32
12"
RCP
0.94
16
2.75
5. 00
4 - -
SIDE SECTION
1 5
0.16
0.57
181,
RCP
0.31
3 2
2).10
5. � .,;
N
a.
a
'4 °
Notes:
* i3 6
15 . 9 8
4 9.2 2
4 2"
RCP
C . 31
LL',
6. 5.
-
C G
4'
1. Box to be in Accordance with N.C_ D.O.T. Standards (840.01). Box to be
* 137
15. 5 9
4 8 . 4 8
4 2 "
RCP
r' . 2
i { ?
9
Enlarged to Accornmodate Larger or Multiple Pipes as Rewired,
B 8
0. 6 2
2. 2 2
12 "
RCP
C . 3 5
1;J 4
3. 0 9
Asphalt Front of ar-B grate
2. Dewey Brothers, Inc. CH-BN 2001 24"x36" Frame and Radius Grate or Egyi volertt.
* B 9
* B 10
14.63
13.94
46.38
4 4 '. 6 8
42 "
4211
RC P
RC P
0.20
0.20
2 0 0
132
5.32
5. 33
:_ , `; 8
9. 1
not to extend into
CURB INLET CATCH BASIN
1311
4.41
15.0 6
24"
RCP
19. 41
68
5.2 4
6.8 5
roadway._
"
WITH TEMPORARY ROCK FILTER
1312
4.41
14.13
2 4
"
RC P
0.41
38
2
6.7 3
OFFSET CURB INLET CATCH BASIN
B 13
12.0
24
RC P
0.3 4
32
0
NOT TO SCALE
B14
3.12
3.47
9
12.09
24"
RCL'
0.25
128
4.04
6.09
9
NOT TO SCALE
B15
2.49
8.76
18"
RCF
0.61
132
5.21
S_69
Notes:
B 16
1.68
5.93
18 "
RCP
0.33
24
3. 8
_:. 5 9
1. Offset Curb to be in accordance with NC DOT Standards (552.06) .
B 17
0 .8 7
3.12
12 "
RCP
n - 73
i 5 6
4 . 4 i
5.01
Steal Posts
" Channel 6" Welded Wire Mesh
Top 12" 6" Below Ground
•�'y;:�y r Sias..• . i
r G:•;.,•..N, 1.
Channel Min. 4 "
or
Direction of 2) 6 Feet Maximum
Bottom #67 Stone
Run Off Flow - Without Wire Mesh
With Extra Strength
Steel Post
Filter Fabric
SECTION A -A SECTION B-B
Welded Wire Mesh
F
Erosion 4 Siltation
Nth Given Dimensions Are Minimum Unless Otherwise Specified
Control Fabric Compacted
n
By The Engineer For Site Specific Conditions.
it
Ground Line
FORTIFIED ROCK CHECK DAM
24" Min.
Extra Depth Rewired
NOT TO SCALE
4' For Non -Stable Soils
S"
NOTE
SECTION VIEW
I, sediment shalt be removed and the trap restored to its original
dimensians when the sediment has accurnukated to j the deagn volume
TYPICAL INSTALLATION OF SILT FENCE
of the trap. Sediment re- weed from the basin shall be deposed In a
suitable area and in such a ma^ror that, it will rat erode.
NOT TO SCALE
2. The structure shall be checked regularly to insure that it is structurally
sound and has not been dormaiped by erosian or construction *Wiprnent.
the height of the outiet should be chocked to insure that its center it
i
Temporary 5
at feast 1.6 feat below the top of the ermbaniamerd.
Tall Steel Post Temporal
3. Weir Lergth
23 Gauge
prrmage Area Wev Length
art all sie
(Acre5) {Feet)
z E.a
12"
3 �.0
4 0.0
Stone Structure
5`
s 0
Min.
1.5'
2 I
4. See sediment trap chart for volumes i sines.
Finished or
Existing
Grade
3600 cu. Ft./Acre
Storage Area 7
\ \
/ /
20"x26" Weavy
Duty Frame
ate
and Gr
Grout
w.rwws.�::•�..�e.�Rs•wr�Ass wss� +'fir..• �■ ' D'.-
iK:q' _w__­i�Filter Fabric
r m
- Brick
■EiiTrap iti
Trap Bottom below existing ground or Precast Vault with tit m■ - ,
■M sees
Extended Base.
if!■
. }l■�#.
for Settlement
•�+.fir .. .-_
5" Chiet
••.
Above r •• • ere IOLU or Monolithic Precast Bottommy
vA!sn• , r1-I Top
..7�..•. rer�- . • r Of r,m. Settled Yard Inlet CatchBasin
Natural With Temporary•
3'
Min.
5tone 5ection
TEMPORARY SEDIMENT TRAP DETAIL
NOT TO SCALE
Rev. 12/05/11 BLD - Add CDS Details, H/C Ramp Detail, and Sidewalk .,joint Detail
Not to '.kale
Notes
1. Box to be in accordance with NC DOT Standards (840.26) When ii
street right of way, Box to be enlarged to accommodate larger
or multiple pipes as rewired.
2. Frame and grate to be Dewey Brothers, Inc. CW-BN-18
or approved ewal _
3. All sediment, wet, mucky, or yielding soil rnateriols shall
be removed and replaced with compacted select fill
prior to placing bole course.
_ r *B18 8.91 28.60 30" RCP 0.43 24 6.17
*B19 8.27 26.92 3011 RCP 0.39 1E8 8.64
/ \ B20 1.03 3.69 12" RCP :1.65 188 6.48 5.00
FDepth own *B21 6.69 L1.91 30" Gross Per Notes on Plan J \ RCP 9 92 5.86 a. 3 8
C)
Plans Sp, *B22 6.54 .21.48 30" RCP 0.39 28 5.84 8.30
'P 1< *823 6.06 20.03 30" RCP 0.39 32 ).77 8.21
1 *B24 5.56 18.49 30" RCP 0.45 128 6.01 7.86
*P25 4.93 16.56 30" RCP 0.20 4.2.3
j *B26 4.71 1.5.97 30" RCP 0.20 84 4.!1
P / B2i 1.91 6.70 18" RCP 0.35 128 3. K
3 or 5 �\ // B28 1.78 6.30 1.8" RCP 0.31 68 3.66 5.5u
B29 1.64 5.83 '18" RCP 0.27 .32 3.47 5 35
f B30 0.99 3.55 12" RCP 1.60 1`34 6. _6 5_00
Slope Shall Be SWALE DETAIL yR 1 R *B=t7. 2. 63 8.98 24" RCP 0.20 64 3. - r,• As Shown on Plans 2 [ *B32 2.00 6.85 18" RCP 0.37 24 4.04 r.l?8
NOT TO SCALE f *B33 1.22 4.25 18" RCP 0.40 156 3.99 6.15
*B34 0.48 1.71 18" RCP 0.40 178 3.1.5 5.21)
17' C 26' B-8 *B35 0.28 1.00 18" RCP 0.40 32 2,71 5 Co
��� OR f C 13.50 24" RCP 0.33 04 4.70 c3
?,:; :
O I 34' B-8 D 24.00 35.10 36" RCP 0.30 48
E1 0.56 2.01 12" RCP 2.56 i6 6.62 = nr
(L 4.1 Trapezoidal E2 0-95 3.41 18" RCP 1.0o 32 5.3i 0;
Swale I E3 1.34 4.80 18" RCP 3.25 16 8,67 00
1' Top I 50,
of Berm Clearing Limit at Silt Fence
- (Distance Varies From Wetlands) R/W I Q=CiA
37' 01.5' R/W c-0.5 RCP = Reinfor'-,�ed Co;icret.e Pipe
I OR 3.5 OR tc= Varies CFS Cubic Feet per Second
40'6.5 *=i10 Varies for Tc LF Linear Feet
7.
I' Depth 4:1 10=17 �„
existing ground _ i " (in. /Hr.) , 5min FPS = Feet per Se nd
3:1 Weight Varies 1/2 PER i10=6.26 (in. /Hr.) , 10min
4.1 4:1 I FT
11 k NOTE:
SLOPE asGUI -!-Contractor shall use invert el.evatior3: shown on plans
D *SLOPE
Existing Ground for construction. Grades shown abovf> .ere rounded.
1Bottom Location Varies Pipe C is the Pond Outfall, and Q10 :1-. modeled with the temporary storage volume.
Width 3. Pipe D is .to have headwalls with wince:, and cfs listed _.s for Q2`5
4. All pipes underneath the roadways sh,_ill. be rcp,
REAR LOT SWALE/BERM DETAIL SYMMETRICAL CUL-DE-SAC WITH 5. For pipes B4, El, and E3, length incl Fi,jes flared end sections
NOT TO SCALE CURB & GUTTER
11� ~- N, Nor TO SCALE Temporary Sediment 'l'ra Chart
Nate: The intent of The Rear Lot Swale 15 To / \ Sediment Disturbed Volume Q10 Surface Size
-y inch Capture All Stormwater Runoff From All
Wire Mesh Built Upon Surfaces and Route The Runoff Trap Area (Acres) (Cubic Yards) (CFS) Area (SF) (Length x WidLh x Depth'.
ins To The Stormwater 8MP- # 1 1.48 205 3.18 1386 6 3 ' L k 2 2 ' t� x 4 ' D
G� l; #2 0.37 53 0.80 360 30'L x 12'W x 4'D
50 R
Temporary #57 24" Cast Iron a a # 3 ].. 0 6 14 8 2 . 2 8 10 : 7 i� 0 ' L. x 2 ' irJ x 4 ° ❑
Fitter Stone on Storm Drain 1 Q _� # 4 1.03 144 2.22 969 5_/'L x 7' W x 4'"
all sides Manhole Frames Set Cover at / 1 # 5 0. 2 8 3 9 0. 6 0 = 61 2 9' L x 9' S x 4 1 D
t Cover Ground Level
Notes:
Finished or / / / \/ � "� 1.) Design Standard - 133.3 CY Sediment Ti r_�l ,zp Volume per Disrbed Arre •
i Existin Grade 435 SFSediment resArea per cfs of t T
I' Q10 1'ea 1nflGw.
z ".,r;. 2.) Q=cia , where c=0.30 , i10-7.17 in/hr
\\� X, ( 20 1 3.) Sediment trap #1 is only needed if thy:- stormwater pond will no d` c••-r�
Rolled Curb in
initial disturbance.
�
I �S, R,N, I Grading, Drainage, Erosion and PAP? KEN & ASS #7C ��� T ,� f A`C
l Pi Dia, + 12" Min I MIN 3000 P.5.1. Concrete C01414.:."1-04c; F'N I � e E et ; I.a `; l+ ,
Sedimentation Control Detail Sheet �, ,h 1 ,, , , I
• " SF q.5A f. f.. R,..S
R i �10 -� r� � " CABC RYKER TRACE SECTION I
V' Concrete Brick Walls-/
or Extermied Precast Base. ■ I■r�
rGrout Invert Chanrmls­�111111111 lmi
#4 Reber at 12" O.C. each way
or Monolithic Precast Bottom
TYPICAL JUNCTION BOX DETAIL
NOT TO SCALE
i
I. Junction Brix shall be in accordance with
N.C.D.O.T. Standards (840.32). Box to be
enlarged to accarwnodate
larger or multipte pipes as rewired.
2. All sediment, wet, mucky, or yielding soil materials shall
be removed and replaced with compacted select fill
prior to ploc4V base course.
12"
i
AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
Jacksonville Twp., Onslow Co., North Gorolina
Carolina Plantation Development Corporation
Compacted Subgrade P.G. Box 7122
JacL so '11e, NC 28540
ROLLED CURB AND PAVING SECTION (q1O) 455-6g56
TEMPORARY CUL-DE-SAC NOT TO SCALE.
NO CURB AND GUTTER NoDATE: 10104111
I. Rolled Curb to be Used on All Streets.
D.O.T. STANDARD 2. Spill Gutter to be Used in Areas Where
NOT TO SCALE
Flow is to go Auay From Gutter. SCALE: ��t to Scale
3. Crown Drives Unless Grades Indicate
Otherwise.
Parker Associates, Inc. j1� Ho; aO
Consulting Engineers - Land Surveyors - Land Planners �' �s
Field Book- Garoliria Plantations #8, Pg. 21, 22, 32, 38, 41s Box 978 - 28541-0978
Carolina Plantations #9, Pg. 32, 34 P•'
GP5 File: RYKER, RYKER3, rtl, R POND 306 New Bridge Street - 28540
Disk Name: ACAD #2339 ja6ksonvWe, North Carolfna
Filename: Ryker Trace I Gen.dwg BLD Phone [phone] - Fax [phone]
.Job No.: 5110650-5205 Sheet 10 of 13 Firs License Number: F-0108 -
L \Land Projects 31Ryker Trace Sect 11dw9\Ryker Trace I Gen.dwg, 12/8/2011 3:14:35 PM, BLD
Tear_ ,,.,�r�,.•.•- g • 1-iT'; , � S : rt'.i 1� .• }r - : t.-� - •���- T. T. }.' TIT
' i+' •T,I- S S� a _ �,' • .. ,r 1
' f� ,' 1 7'e ' S s

Anti -Seep Collar. 6" Thick Concrete Collar
Formed and Poured Around Concrete Pipe,
2' Bigger Than Pipe on All Sides.
Ex.
Stre?n
q Elev.
3q.Ot
Inv. Out
3q.16
heavy Duty Galvanized
Grate With 1" Openings
Top of Grate To Be 0.5 Foot
Above Top of RCP. Bolt
Grate To Concrete Catch Basin
Top of Pond at
Ovtfoll Elev. 45.0t
q
-- 24" RCP 10.1
Inv. 3q.5 V.
S1'�e1f
4'x4' - Inside Precast
Cane. Catch Basin
Outlet Structure Install With
4' Min. Bury
Bottom 35.0
6,+ 4.0' 1so I 6
WET DETENTION BASIN OUTLET STRUCTURE DETAIL
Not to Scale
Notch 2' Wide Area at
Temporary Pool Elevation.
Provide Galvanized Grate
With 1" Openings To Cover Notch.
6" SCH. 40 PVC Stubbed Into Box.
Invert Elevation To Be Perm. Pool Elev.
Grout Securely Into Place,
6" PVC Screw Plug
Temporary Pool Elev. 42.5
6" SCH. 40 PVC. Tee See Plan View For
Grading of Pond
Permanent Pool Elev. 3q.5
12"
6" PVC Cop With 3.0 Inch
Orifice Dole Drilled Into End
80,
75, Bottom 2.5'
�0.5' Min. Depth
Top of Pond
Spillway At Spillway 44.01-
Invert 43.5 � •' / / � /
WET DETENTION BASIN EMERGENCY SPILLWAY
Not to scale
NOTE"
Line Emergency Spillway and All Sides of Slopes
(20' Total Width) With Sod From Temporary Pool
Elev. Over Spillway to Existing Grade. Keep Sod
Watered Until Established.
♦ W w W
W a r .• r W r W r r a w
W w W W W W W w W W w w w r
� ♦ r w • r r W W W ♦ ♦ ; ♦ ♦ a ♦ ; W W W W
� a a a i a a W w w W W W W ♦ r ' a a W r W W r r W r W r r r /'
r w i ; ; r w i W i W ; W W W w ♦ r r W � W W W W W Y W W ♦ ♦ W W W W� W W
�i r i ► a i r r r r i a a a i a a r r a i r/ ♦ W W • w W W ♦ ♦ w W
RRA. ; i a a a a r r Y r w W w W W W w �- W- r a 4 ✓ r W w w LO'�{�(� W W W w w W W W W W W w
W r W r r ; w i W W w ♦ ♦ ; rLT T's�r �•••` a T r'� r i y♦ i r i ♦ /i W ♦ W w J�Y �•� V_ ♦ w +. W r r r r /
; W W w w� W W ♦ ; a ♦Y r W ♦ a a r W/ W
W i� i r a W a W a V / /• /
Stream. w r w w W w w W ♦ W W W W W w W W ♦
♦ i ; a i i a r ♦ W ♦ i ; ; r a i i �; i a ' W W r W ��.. .W .�.�✓ . �� � W w�� v +' r .■- ♦ W W ; \W W'
a a i ♦ i ♦ w i r i ; i i i i ♦ i W w r i ♦ ♦ i i i i i w r Top of w W W W - 1 .�' --r ��` w W ♦ a W a
i i a i lmr. touir r ; ♦ a i r r w w W W W a ♦ a r r ; ♦ r w w w ♦ ; W W W W W W J�k•4_\♦ W W W W W w
!- r . * W ; ; r i r i i i i r r * w ; r v W w W r- r i w w i i r W ��•wa.w w W W w W W W r ♦ �.1� w'' _
i r r i i V i ; ♦. Stream i i '.. ; W W r i ; w w W i •i w W WfW w W w r w W w w w W ,� W r i I w w w w W i a- W J\
i r '■` r W ; i i i ♦ i i Top of a w w r ; W i ;r.� ;��- r; ; ; r ; i r i ; W W i a w w r .■ W W W W w- •�- w r .
w W �W. .Y ; i ; r W i '�'�r "' t�7'�• �i M1 i '1 i ; W r i' W w ♦ W i i i i i i a W r i W ♦ � \w •Y � .+✓ W W W w W w�
i a r r �"� •�; ; ; ; w�k. i ;- ; r '■' r i ♦ i w ♦ i W W i w w i i ♦• w r +■. .r i .■w w w i j' / -,- ` �4 r W W .'. w W w 4- 72�
• n i i i i r i i a w; ; r ; ♦ ; ; ; a ; r r i i r a ; ; r r ♦ ♦ r r ♦ ♦ ♦ W . / �� _- yY\ w r w W a .• W r
• � a r i ♦ ♦ a i ; ; i ; a i i i r i a r ; W r w r r ; r r a a r r a r a r W j/ '�� �� W W. W W W W w r i,
r W i i W i r ; i i ; W ; i i W i w w r i i ; w W W w W W W ; i i W w w / / l ` r W a a r W ♦ wl w W v � -
\ ;/ i a i i i w ; w ; a w w i i i ; i ; ; r a ; ; r ; ; i ; W ; ; r a r/� _ � \ W \ w r♦ W r ♦ W
r` y i r i W r r r r i a r a i r r r r r i r i i r r r i a i r i ♦, ! �i \ �• W W W W w r w r Y i
i i r i W r W W r W W W W W i i ; W r ♦ i i w W W i w w +. W W�J ' � w r v` r r W �■' W W W
• •. ♦ W w i ♦ W W ♦ ; ; a a ; a i a ; i r i ; i i i ; i i •� - I� w W � il� ` i r r�-
• w ♦ i i a r ♦ i i ; r INetIcnds;
- �� �• �� w ♦ W W ♦ w a i ; 'LFne i i a i ; r r i 1rr �' % �� � �� w w r r r W w �i .
�� _.• i i`T•` •!-'-�� -r` W r W�...�ri i �a � W I // � � / � \ � W w W w w � � ,
' �� i W i "Y '■` w w W W'�+Li i� r' w W I� W W -
_ r \
_ Erner'gsncy
Spillwayat Ex. /
Elev. 4t± Foreboy \ B1
/ BottarF 27.0 Concrete Spillway
/ 44
O�ppeen/nSpace Lot 43
Maintained _y'HOA
4- 41 i 3:1 Slope
/ tq5' 60' Inv. 39.5
3q.5
/ 10' Vegetated Shelf 39
Temporary Pool Elev. 42.
vegetated Shelf 40.0
P Pool Elev. 3q.5
Vegetated Shelf Bottom 3q.61
w
k
45 ,a
j
7E
38
37 �
33
32_
31
Basin Bottom 27.0 Entire Berm to be Lined
in Free Crow section Detail
141'
2.1 Slope
28 2q
30
31 -
�-�-- 33 -
- 35
37-
39.5
10' Vegetated Shelf @ 10:1 Slope
40
~1 42
3.1 Slope
46
Rerr 'Z/OtAl .)LM - PPVc.-c d Fe-rm" F?c I w{d+::^ J:vn
Rev. 12/08/11 BLD - Revise Vegetated Shelf Note, Plot For Signature
L\Land Projects 3\Ryker Trace Sect I\dwg\Ryker Trace I Gen.dwg, 12/8/2011 3:16:19 PM, BLD
fated Shelf Bottom 3q.0
i
1511K
rr
,1
Spillway Inv. In 3q.5
See Deta l )
Note:
Entire foreboy berm to be lined
with woven synthetic filter fabric Temp. Pond
Outlet and anchored to berm then lined 43.0
Top of Pond Structure with rip rap. Lining to extend to
(Near Spillway) (See Detail) bottom of pond on both sides. Perm. Pond
Elev. 44.0t 3q.5 .�
SHWT 5' Berm Top of Pond
Top of Berm Elev. 44.Ot
Ei. 3q.0
�-Approximate SHWT
42,51
' Permanent Pool Elev. 3q.5
2:l Slope Belo Fore 10' Wide Vegetated Shelf Shall Be Provided
Pond Surface Around Entire Permimeter of Pond With 10.1
Inv. Out at 1O, y Inv. In 39.5 Slope. Vegetated Shelf Shall Be 1/2 above
Ex. Stream Sediment Removal 100 Slope
3q.16 Elev. 25.0 and V2 Below Permanent Pond Elevation,
Berm Vegetated Shelf Vegetated Shelf Shall Be Sprigged With
Wetland Plants (See Notes) at 2' on Center
6" Diu. PVC Pipe With 3" Hole
In End Cap. Invert of Pipe in Bottom of Pond
Catch Basin To Be Elev. 3q.5 (See Detail} Elev. 27.0
Notes:
1. Excavate Pond 1' Deeper To Act as Temporary Sediment Basin
During Construction. Upon Completion of Project, Sediment
Accumulation Shall Be Removed to Insure the Bottom of
Pond Elevation is no Higher Than Shown.
Veaetated Shelf Plcntina_ Notes: 2• Contractor Shall Spread 3" Topsoil Over Basin Slopes (Areas
1. The Lower if ling N of The V Shelf Above Permanent Pool Elev.) Prior to Seeding and Prepare
(Submerged) Vegetated Seed Bed Per Vegetation Pion in Erosion and Sedimentation
Shall Be Planted on 2' Centers With an Eqpal Mixture of: Notes. Contractor to Lime, Fertilizer, Seed and Mulch All
Juncus Effuses (Soft Rush), Peltandro Virginica (Arrow Arrum) Banks of the Basin.
And Pontederio Cordata (Pickerel weed). 3. The Wet Detention Basin Reqpires Inspection During
2. The Upper Half (Above Permanent Pool) Of The Vegetated Shelf Construction By Professional Engineer, Or His Representative,
Shall Be Planted 2' On Centers With an Ecipal Mixture of: And Upon Completion Reclpires Certification of Construction to
Dichromeno Latifolio White Star Grass), Eupatorium Dubium The North Carolina Division of Water Quality by a Professional
(Dwarf Joe Pye }, and Lobelia Cordinalis (Cardinal Flower). Engineer.
3. In Lieu of the Above isted Plants, Substitutions From The List 4. See Plan View on This Sheet for Additional Information.
Of Plants in the DINBMP Manual May Be Submitted To Engineer
For Approval, Prior fo Installation.
WET DETENTION BASIN
CROSS-SECTION DETAIL
IFill to Elev. 44.6 I
at 5:1 Side Slopes 1
With 10' Min. Top
'x B2
f
zd
1 Ea
YI
Top 44.30
Inv. 39.GB
k,44.?!
Open Space Lot
Maintained by HOA
12' Gate
N1
Draln t0
Perwuzwnt Pool Elev. 39.5
Vegetated Shelf Top 40.0
Temporary Pool Elev. 42.5
1Ge x
x
' 1 �
x�• 919
Open Space Lot
Maintained by HOA
46.50 rL Swale 0.34% With 45.94 l
Swale 4:1 Max Side Slope Swale
... ... ... ... ... ... ... ...
Swola j
I op 45.50 \
I v. 40.01g \
GRAPHIC SGA„L __ i "=20' WET DETENTION BASIN
0 10 20 40 (00
Scale: 1 "=20' 719
FEET
NOt to 5G21B
6" Dia. Riprop Shall Be
Imbedded 3" Minimum
Into
Concrete Spaced in Staggered
6" High 6" Wide Rows at 12" on Center
ConcreteCurb 12" Each Side
each
°o°°o°0°0°0°0°0
n000'o'
o 0°0°0°0°
p°O°O°° O
0.
0 0000000000000
0 0 0 0
0 0 ° o
00 0 ° 00O° 00 00 00 o° 00 0
0 0 0 0 0
�3
0 0 0 0
/
2'
Length Varies
Shall Go to Bottom of Pond
Plan „View
723
F
�
Temporary Pond
0 Permanent Pond
;\
f
6" Thick Concrete Spillway, e�
Reinforced with WWF Mesh. ry
Spillway Shall Be Cut Into
Pond Bank Slope, and Shaped
to Fit Pond Slope. Top of
Concrete Slab Even With
722
Pond Bank Slope. Spillway
Shall Extend to Bottom
of Foreboy 5ection Yiew
CONCRETE SPILLWAY WITH RIPRAP
i Not to Scale
l:{)NSULTI.V
/
P. 0r PDX 976
\1
Wet Detention Basin Detail
XX
RYKER TRACE, SECTION I
AT CAROLINA PLANTATIONS
A PLANNED RESIDENTIAL DEVELOPMENT
720
Jacksonville Twp., Onslow Co., North Carolina
Owner W. 5ydes
P.O. Box 7122
Developer:
Carolina Plantation Development Corporation
Jacksonville, North Carolina 28540
(q10) 455-6g56
P.O. Box 7122
Field Book: lino Plantations #8, Pg. 21, 22, 32, 38, 42
lina Plantations #9, Pg, 32, 34
GPS File: R , RYKER3, rtl, R POND
a Disk Nme: D #2339
Filerswm- Ry Trace I Gen.dwg BLD
Jacksonville, NC 28540
(910) 455-bg56
DATE: 10/04/11 E13 zo?z
_1Y"
SCALE: As NotedvJ
Parker & Associates, Inc. >glpn
Consulting Engineers - Land Surveyors! - Land Planners
P.O. Box 976 - 28541-0976
306 New Bridge Street - 25540
Jacksonville. North Carolina
Sheet 12 of 13 Phone [phone] - Fax [phone]
Firm License Number: P-0108
13'f" �t , -- _
- E_',
T'•,.' .•> , ' ',� ;��
�1 r11
.�'-, �: ,i�J•�^--� ; T' t-F { _ -F+�i
't'.}+I'Ii�
tr
�',r �'i j
1 i4
,,,,�''i
i;•
, .`r,�i,rir+,Sls�.11fr�.
r A iF;r
�
i

! I 1 1 _ i _ t k �_Cr_ i�•�'' i _ _ s' i 1 ; 7 r ; �' [� �;1 _ '0- A-1-1-L-1 _A ti :1!
Adirondack Timber 1 Co., Inc.
D.B. 1672, PG. 155
w r W W Y W W
r w Wetlands
w Line w w
r W i a r a
W W W W
W W a +
�a/✓J W
r + r jjj
W a
Adirondack Timber i
w Go., Inc. f
r U.B. 1672., PG. 155
• W w w V W w V V w
Stream
Top of
r i i a W i w a r n Bank
a a i r a a W w
r i i w w r a a
i a i i
W W W W w
W W V W W
a y W/i i i a
V r w i w r W i W i i i i i r W W W w w w 1r W
i i i i w w i r i i i i W r '► W W W +.-
i
W W r w .Stream W W w '. Stormwater Wetlands GRAPHIC SGALE.
Top of Bank 0 10 20 40 60
6' PVC Scale: 1"=20'
Ir e%.+ as , FEET
Top of Wetland
at Outlet 42.0t
Inv. Out
3q.2
Cone. Anti -flotation
block with S.S. Straps
(3"x(0'xV min.) --I
3.�
Note: Install block
half the distance
from bank to tee
Ex. Stream
Bottom 3q.Ot
STORMWATER WETLAND OUTLET STRUCTURE DETAIL
Not to Scale
6" PVC Installed to Ex. Stream
Invert Elevation To Be Perm. Pool Elev.
6' Gast Iron Grate
Temporary Pool Elev. 40.5
-6' PVC Tee E Play Views For
Elevations in Each Wetland Zone
Permanent Pool Elev. 3q.5
12"
Min. - 6" Deep Pool Elev, 38.0
6' PVC Cap With 1.0 Inch
Orifice Hole Drilled Into End
' 728 727
1
726
1
1WW
'-0' 24'-AN 24``0� 15'_g.
Ga e'p O N
IJ `l
6 F
43' -0' �p * 15, -8r
0 � 2Zt �0 16c,•
/ -p- y r' � v-tea.. T r.--•'
/ w
1
Mn
/ W
Ar i i W r w r w r i r W w W W
61'-0' j•i i i V i r i i r i i V r i
rRtl(rld5 V i V i i i i i i i i r i
Line i W r i . W w w W w W
-• i i + W W W W W . i �
�.. - 1. � � •i i V w W w w W w W w r
w-W W W w W � � �� • w i i r i i i i i i i V i
• w V V w i i i i i r '1 ..,- „ �
W V -�.Y• W i i r i i r W W W W i w r w r w W r i
r W W w W W W W r W W i V W W i i W i i r i i W W W W
i i i r r
i i r r r a + w + W W W w w
W w r w i W W w i i
i W r V i w i i r i W i i i r i r i i V W
- r W w w W . W W w W W . W W i i i i W i '••
W i W w w w r i w w W i i w w W r 4;fnrmwafnr WPt1n ndc. Permanent Pnnl nimPneinn W W
Scale: 0-20'
Rev. 02/0q/12 BLD - Add Permanent Pool Dimensions
Rev. 12/08/11 BLD - Revise Clay Liner Notes, plot for signature.
Top of Wetland
at Outlet
Elev. 42.0t �
Outlet
Structure
(See Detail)
Temporary Pool Elev. 40.5
(Shallow Land Top)
See Plan View
for Swale Inlet
Elevations
SHWT at Elev. 301.5
r- (Perma rent Pool)
Foe fi
say Bottom of
Inv. Out at 12° Shallow 12' Clay Liner
Ex. Stream Watu-
Bottom
Elev. 39.0
Bottom of Sediment
t oval
6" PVC Pipe With 1,0' Pole In Deep Pool Each Forebay Eleev. 35.0
End Cap. Invert of Pipe in Catch Elev. 35.0 Elev. 37-5
Basin To Be Elev. 3q.0 (See Detail) 4' Topsoil Below Shallow Land Bottom (Elev. 301.5)
and Shallow Water Bottom (E1ev. 39.0)
to Support Plant Growth
STORMWATER WETLAND CROSS-SECTION DETAIL
Not to :;tale
Upon space J \
Lot Line
15 LF✓w i w i i w w w r f
Permanen
W Liner
./ LV�RnIY
�• / � w W W W r W W / r '!' i i
i i iV •Y +• V '� .% r i i+ V i r a l i / i W r r
V i i V W r W W W W W i r w r i i i w w
Stream Top
i i r r r a i i of Bank r + + W W W W
/
+ r w i +/ r w r �r w W w w
i w i V i i i W V W V V i V i i
l � i i i w V V V W� •� W V V/w r r •
Y i w i V W i -•I�i i i V V /�W w i w
i i r V V V
i i i r i w
i W W W W r
r r i ♦ i i i i r�
i i W i Notes:
V w w W
1. A listing of North Carolina Wetland Plant Suppliers can be found
GRAPHIC SCALE: Ii=20a online at http://h2o,enr.state.nc.us/ncwetlands/plantere.pdf
rmw er Wetlands
2. Plantings are to be installed in accordance with the details shown.
0 10 20 40 60 The contractor may substitute locations of wetlands plants only
Plant Areas within each zone, i.e. shallow water plants must be in the shallow
FEET water zone. Contractor shall notify engineer for any deviation to
le: 0-20' planting schematic shown-
q
Set plumb
Remove etntainer or wrapping. Set plumb
with top of root mot at final grade of 4"
topsoil.
Cover clay line~ with 4" topsoil.
_ ..
y To
Prevent Shrub Settling. 12" ClayLiner
12" Clay Line• 6"MIN
Dig hole minimum of 6' wider
and deeper than gallon size
CT -TUT T12 TJT A X717TXVr 7l1'"r A TT container and fill with topsoil.
Not to scale
Clay L e ��
in r Notes:
1. The Stormwater Wetland Below The Permanent Pool (Elev. 341.5) Shall Be Lined With 12 Inches of Compacted Clay, or an HDPE Liner,
With a Hydraulic Conductivity Less Than or Ec{pol To 0.01 Inch Per Hour.
2. Hydraulic Conductivity Tests Shall be Performed on The Clay Liner, After Installation, By a Qualified Soils Testing Company and q 1Z
Results Submitted to Engineer For Approval Prior to Acceptance of Pond.
3. Contractor Shall Excavate Wetland 16 Inches Below Elevation 3q.5 (Shallow Land Bottom) to Allow for The 12 Inch Clay Liner and �,;
4" topsoil. The Dimensions and Elevations Shown Shall Be To The Top of The Topsoil. The Deep Pool and Forebay Areas Do Not Need �,•�Y`�,.
The 4" Topsoil. D�traia.li,l,r,k.tcis
STORMWATER WETLANDS PLANT CHART �'111 1.11ti, '. a '
i�. i•.'�.. �". * �k !-� aA �
3. No fertilization is to be used after the initial planting. the landscape
contractor is responsible for determining soil characteristics and
needed fertilizer opplicction.
4. Construction segpencing should be carefully planned to allow
plantings to be installed and the wetlands brought online within 14
days after the completion of grading activities.
5. Should planting be delayed, a temporary wetland seed mix may be
planted to stabilize all disturbed soils.
6. If the structure is brought online prior to planting, a portable pump
should be used to pump water down 3 days prior to plant
delivery/instal tat ion.
7. Inlet and outlet devices should be protected from scour that may
occur during heavy rain events.
8. The wetland should be staked accordingly to allow for proper
grades as shown on the plan.
9, The optimal planting period is from early April through mid June.
Plantings may also be installed in early fall depending on the variety.
10. Overflow pipe to be SC114.40 PVC with watertight ,joints.
il. Installation contractor is responsible for all watering, pruning,
fertilizing, remulching, and straightening of all plant material for
6 months from date of acceptance. Contractor will water plants
per nursery specification until acceptance.
12, Installation contractor is responsible for keeping all landscaped
areas weeded for a period of 6 months from date of completion.
Contractor shall use manual means for weed control.
13. Contractor will warranty all plantings for 12 months after
acceptance. Replacements will be made within 14 days of
notification or as soon as seasonably available.
14. Contractor will regyest in writing for on inspection and release
of maintenance 6 months from final completion.
15. In Lieu of the Above Listed Plants, Substitutions From The List
Of Plants in the DWQ BMP Manual May Be Submitted To Engineer
For Approval, Prior To Installation.
16. Contractor Shall Spread 4" Topsoil Over the entire wetland
area except for the foreboy and deep pool areas. The finished
grades shown are to the top of the 4" topsoil (shallow land and
shallow water bottom elevations) and 12" clay liner (deep pool and
foreboy areas.)
17. The Stormwater Wetland Respires Inspection During
Construction By Professional Engineer, Or Nis Representative,
And Upon Completion Reqpires Certification of Construction to
The North Carolina Division of Woter Quality by a Professional
Engineer.
18. See Plan View on This Sheet for Additional Information.
Stormwater Wetlands Detail Sheet
quantity
Kev
Com.mcn Name
Dotanical Name
Type
Planting Size
Spacing
753
Acorus Subcordatum
Herbaceous
4
In 3
1.5' O.C.
owner:
RYKER TRACE, SECTION I
3
Anthony W. Sydcs
7122
AT' CAROLINA PLANTATIONS
wceigrass
c.
Sirpus Cyperinus'
Herbaceous
4
In
1.5' O.C.
P.O. Box
Shallow
3
Jacksonville, North Carolina 28640
A PLANNED RESIDENTIAL DEVELOPMENT
r-' r
Fuse e_ Weed
Pontederia Cordata
Herbaceous
4
In
1.5' O.C.
(qlO) 455-6g56
Water
Jacksonville Twp., Onslow Co., North Carolina
Plants
12
Arrow Arum
Peltandra Virginica
Herbaceous
4
In 3
1.5' O.C.
Q�velooer:
i r
SOf:t Rush
7�� CUS EffuSu'7
Herbaceous
4
In �
1.5T O.C.
Carolina Plantation Development Corporation
l9
lr.;kberry
,:lex Slabra
Shrub
1
Gallon
3' O.C.
P.O. Box 7122
Cr
Jacksonville, NC 28540
'4
Iiti
Cyrilla Racemiflora
Shrub
1
Gallon
3' O.C.
(q10) 455-6g56
Shallow _ - ;--� ---
Land 2 C Sweet. Pepperbush Clethra Alnifolia Shrub 1 Gallon 3' O.C.:.'�I
Plants jJ - Dwarf Joe Pye 'Weed Fupatoriadelphus Dubius Herbaceous 4 In 3 1.5' O.C. DATE: 10/D4/11 FEB 13 2012
35 Cardinal Flower Lobelia Cardinalis Herbaceous 4 In 3 1.5' O.C.
SCALE: As Noted
Field Book: Carolina Plantations #8, Pg. 21, 22, 32, 38, 42
Carolina Plantations #9, Pg. 32, 34
GPS File: RYKER, RYKER3, rtl, R POND
Disk Nana: ACAD #2539
Fe R Tr ` G°r.dug sLD�bNo..So5o Slheet 13 of 13
Parker sAssociates, Ia c. 4ing flor1�Consulting Engineer- Surveyors -Lalanners �
P.O. Box 976 - 28541-0978
3016 New Bridge Street - 28540
,iacksonviUe. North Carolina
Phone [phone] - Fax [phone]
Firm lAccuse Number: F-0108
I I
I T T 5 s
' ' � , t t �, - i L •��, �',; 'r � i ' f � 1 kt ,�', ft � r� i �?•1' t�l� d11t��i'
m� ..�. t i-,y. ., i., .t., wr. ..J p a'•.�fy: ki eF, { ._ r'r, 's °o.i.,t�i'ar,}}'•lad
.t. T' r.r �- . •)• ':� f'rr .-. .:9",. •Te:w`YI .eu••lr*':l.•l i�r!'!.7'1�.-'T'.•!P'•r•Cc ..