SW8080935_Approved Plans_20081020

CALL ALONG PELLETIER BRANCH CALL ALONG WETLAND LINE "A" CALL ALONG WETLAND LINE "B"
_ MAGNETIC NORTH
Course Bearing Distance Course Bearing Distance Course Bearing Distance
N.C. 24 L l S 09'0 1'30" W 40.06� W 1 S 01'47'46" W 9.03' W31 N 52'36'28' E 51.15' PER U.
B g, PG. 57
L2 S 13'18 32 E 29.70' W2 S 1705'39' W 13.90' W32 N 4T02'30' E 48.34'
L3 S 08'26'55' E 24.16' W3 S 59'33'40. W 20.19' W33 N 59'22'19' E 62.53'
N a L4 S 03'25'21' E 26.61' W4 S 13'46'20° E 28.71' W34 S 88'09'23'1 E 35.54'
j ....1 L5 S 16'34'17' E 16.97' - W5 S 04'43144° W 36.68' W35 S 23.39'26 N E 38.03'
p L6 $ 03'04 25 E 46.49' W6 S 22'37'50. W 31.89' - W36 S 21'50'48' E 29.58'
O p L7 S 0702'32' W 54.86' _ W7 S 22'55'28' W 23.24' W37 S 11'50'39 6 W 59.72'
CC jL8 S 03'22'47" E 30.33' W8 S 60'22 0 f� E 22.71� W38 S 04'39'30" E 40.83' CALL ALONG WETLAND LINE "C" I cr to SOUND VIEW DR. L9 S 16'03 25� E 30.33' _ W9 S 6371 32" W 44.81 W39 S 05'24'44. W 51.12' P Li W L 10 S 06'42'46" E 15.94' W10 N 81'11 23 W 51.02' W40 S O1'3332" E 49.67'Li
Course Bearing Distance /
W L 1 1 S 20'58 48 E 35.09' W 11 S 7306�47� E 32.14 W41 N 8T 16'10' E 21.39' "
p / S L 12 S 29'46 f 9 £ 36.27 _ W 12 S 84'12 27 E 23.34 W42 N 54'06'38' E 23.36' W63 S 86'33 16 E 24.56'
m
>- L 13 S 06'46'56' E 27.67' W13 S 44'38'38" E 17.45' W43 N 84'33'15' E 20.78' W64 S 78'02`46" E 40.35'
/ ? L14 S 09'00 07" W 15.89' W14 S 23'31'35 W 38.82' W44 S 6354'23" E 28.39' W65 S 85'27 j33 E 43.65
2 L 15 S 14'35 39 W 40.92 W15 S 05'20 41 E 53.99 W45 S 46'21'29" E 21.32' W66•
S 68'39 34 E 36.63
L 16 S 73'41'43" E 5.99' W 16 S 41'22'50" E 58.57' W46 S 59'16'50" E 28.60' W67 S 48'04'33" E 27.64' WETLAND TIES
L 17 S 31'11'33' E 30.82' _ W 17 S 19'10'20" W 22.36' W47 S 04'11'56" W 27.65' ' W68 S 40'38'03" E 26.37'
MYRTLE DR. L 18 S 13'05'53' W 18.01' W18 S 54.39'40' W 32.58' W48 S 18'44'19' E 20.42' W69 S 53'03'40" E 52.05' C 1 - B33: N 02'50'45"W 28.69'
L19 S 11.36 31' E 41.35' W 19 S 52'07'00' W 26.90' _ W49 S 16'39'10" E 15.08' W70 S 80'17'07" E 33.35' B33 - B 1: N 06'07'14 E 144.26'
L20 S 56'23�01 E 16.74 W20 S 5318�38 E 6.25' W50 S 75'45'32' W 30.24' W71 S 63'37'34' E 17.12' ! II2
NO2'5642E 10611'B' W72 S 59'35'28' E 22.85S 02617' W 34.34' 8' W73 S 74'30'25' E L23 S 33'57'02' E 11.76' W23 S 11'04'06' E 14.62' W53 N 67'01'53' W 30.27' W74 S 74'1732' E 44.12' (NW LOT COR.): N 75'55 51 E 9.59'
VICINITY MAP-NOT TO SCALE L24 S 41'31'08" W 18.39' W24 S 52'56'00" W 35.73' W54 N 50'50'15" W 23.82' W75 S 16'04'10' E 31.55'
L25 S 18'03'22" E 29.02' W25 S 71'30'36" W 38.09' W55 N 56'10'20' W 26.09' W76 S 07'22'01" W 30.04'
L26 S 55'53'56" E 16.98' _ W26 S 30'51'12" W 20.83' W56 N 4329'41" W 31.34' W77 S 14'38'11" W 34.42'
L27 S 04'21'45" E 13.63' W27 S 05'48'59" W 19.79' W57 N 78'11'46' W 17.30' W78 S 89'19'06' E 12.73'
Course Bearing Distance 128 S 31'28'09" E 35.74' W28 S 72'07'44' E 19.42' W58 N 74'39'28" W 22.47' W79 N 23'18'23' E 39.67'
T-1 S 03'58'20" W 40.44' L29 S 35'02'01' W 26.01' W29 S 03'25'13" W 48.99' W59 N 59'46'48' W 19.92'
L30 S 22'25'15" E 18.26' W30 S 56'10'25' W 52.97' W60 N 70'02'19" W 29.84'
L31 S 07'42'15" W 17.98' W61 N 68'01'25" W 41.87'
L32 S 21'35'i 1" E 15.43' W62 S 8722'07' W 42.76'
L33 S 23'00'58' E 26.50'
L34 N 89.33'32" E 9.07'
L35 S 6300'07' E 21.83' Nil'32 54 E 233.66' TO LOT 15 SECTION A OF SOUND VIEW PARK SUBDIVISION S34'15'46"E 25.57' TO
L36 S 29'13'43' 54.87' E. P-K NAIL C/L INT. SOUND IS A 2' WIDE LOT ON THE WEST SIDE OF THE RIGHT E. MAG NAIL C/L INT.
TOTAL AREA L37 S 14'04'03' E 33.67' VIEW DR & HOLLY LANE OF WAY OF HOLLY LANE. HOLLY LANE & MYRTLE DR.
L38 S 77'49'37" E 9.80'
10.69 Acres L39 S 56'0731' E 31.21'
(Coord. Method) L40 S 0315'S2' E 25.33' J , ' N 06'00'02 E 85.52' HOLLY LANE (60' R/W)
L41 S 5T20'14" E _ 18.23' WETLAND 7/E
• I (CA OF PAVpIpVTJ -_ i.,
WETLAND AREA ELP. ;.^ - -
H C 1: S 03'S7'30"W -a 682.96'
• E.I.R.w S 03'57'30"W 230.00' w r-t w ELP.
WETLAND "A" - 2.18 Acres ::::::: . `'.� c17 10' M.B.L - - - 2 'TIE- E.LP.
'::C 13 4 C 15 C 16 UL ELP. a.u' OFF LINEI oo
tib
-::0-: C12 O ( o
''� =• 17 8.1§- 404 WETLAND LINE G+ �' 0
t'"
0
CENTER OF PELLETIER BRANCH v -: t� 816 C 11 0�- -
IS PROPERTY LINE : -- 822 :::::
SOUND VIEW PARK 30 . B 15 _ c 10 LOT,,,,,E,� N t
SUBDIVISION 823 ^ 6.82 Ac. PER a•a t PG 31 P 1
0
Y.1L 5, PG. 57 a;4 - (Cvord. Method) l.R. _
a5 SD_= :-: UL B _ _ i
_ ______ - _ _ - - - 3 2
u., u, 1 \ie
y...•. _ 612. 825Air 10' M.B.L. .;.
B7 :.:: :.::89:::_80 e . coUl
_�
C fs 826 _h - - - - - -N 0357 30E-- -1076.51 K,
':': : :6 r1 827 C7 10' M.B.L. 'c 1 \V ?a
E.I.P. C/L BRANCH : ::5 C6 15 a
10 828 O I .
1' HEADWALL :=:: :::::: :::;:: ::• .4.87 AC.
•� • • L5 w ' _ ::' B4 UL B29 •:' 11:•. . .:.: .:.:.: : .: : Cvord. Method) N V ii et
PART OF LOT 14 & 15j►'�I w� •"k MLR . L1 . • ..:i.-.• ;++'ter - :� ::: A33T•�.t..+-+•i-i-�.!�..Titi!n2 '�.+ ::::-..: 4-•H:01 W .•-:.:.::•: .:... UL c N THIN OAKS SUBDIVISIO \SI
w _ _ :_•
10 ::: .�� -:: .:.::.:::::: :: • :.: 404 WETLAND uNE a3fi . : :� Y.B. 2, PG. 31
it%) �, 1` ,q ORIGINAL LOT LINE�s I
p '� A4 A A8 _ : tp•3:: .a : A105 p,10' -4'� s .•-•- :.--co::::::::-:•::: -:: C3 rn
•
a 4 h o�, UL A 10 :::::: A 102 A 104 0 o 't :: 14
V \ 3 A101 A116 A117 `• Z: :::::.: : :�� • •:...3 C2 1672.54 10' .8.L.
71E' I
�v `� 120 B 1 833 Cl N 03'57'37`E �- 1926.00' (TOTAL) w 253.46'
•
�- N.I.P.N.I.P. A 11
O A 100
N.I.P. E.I.P.
�. t 1s
I THIN OAKS SUBDIVISION 1
1 M.B. 2, PG. 31 '
1
I, PATE 0. PHILLIPS, PROFESSIONAL LAND SURVEYOR DO
HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY AS CERTIFICATE OF U.S. ARMY CORPS OF ENGINEERS
SHOWN HEREON IN ACCORDANCE WITH THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH STANDAA, AND THAT NOTES: THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE RATIO OF PRECISION OF SAID SURVEY IS 1:10,000+. 1) TOTAL AREA = 10.69 ACRES THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT PURSUANT
•
2) REFERENCE: M.B. 2, PG. 31 TO THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS
�tN0 3) TAX PIN NOs.: 634603334876; 634603332761
�� 4) AREA ZONED: R20 A CHANGE IN THE LAW OR PUBLISHED REGULATIONS, THIS DETERMINATION
5) BUILDING SETBACKS: FRONT & REAR = 30' 10( 0
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD
•
100 200 300 OF FIVE YEARS FROM THIS DATE.
��fr SIDE 10' ■■1■ ■■■
6) FLOOD ZONE: X PER 370043 6346 J,
Ift..$74, DATED: 07-16-03 GRLPHIC SCALE - FEETillia_
� " s -s -o8 g
CORP 0 ENGI RS DAT
Date 01/17/08 404 Wetland Delineation for:
Sheet:
LEGEND
R pc In-4'1'1,712-1D 1 MOREHEAD TOWNSHIP 0 E.I.P. - EXISTING IRON PIPE
Project 07739Wet/ond Woodward Development CompanyOCT G 1 2008 0 E.LR. - EXISTING IRON ROD
CARTERET COUNTY, N.C. O N.I.P. - NEW IRON PIPE
Rev. / + NON MONUMENTED POINT
Y:��i' D q Z 3 EXISTING IRON PIPE IN CONCRETE
1 of 1 - OVERHEAD POWER LINE
COgO 03657 C/L - CENTERLINE
Bell Sc Ph i l l • .� n AMP - CORRUGATED METAL PIPE
Drawn APM/TLW p u r v e PLL C• PCP - PLASTIC CcTPPE
1RCP - REINFORCE
g R/W - RIGHT OFY
604E Cedar Point Blvd. Cedar Point, N. C. [phone] UP- LAND-UPT POLE
Scale 1 " = 100' WL - WETLAND
Email: abellsurveying@tcp2. corn

REVISIONS
Notes:
Per DWQ (express) 9/30/08
1) Owner & Developer: DRAINAGE PIPE CHART Per owQ 10/16/06 i
Woodward Development Compan,
111 Sea Trace Lane OUTLET
Newport, N.C. 28570 AREA Q10 DIAMETER GRADE LENGTH VELOCITY
N.C. 24 [phone] PIPE (acres) (cfs) (inches) (%) (1f) (fps)
2) Engineer: 1.42 4.07 18" 0.60 32 4.62
Crystal Coast Engineering, P.A.
3817-3 Freedom Way 2.72 7.80 18" 0.50 36 9.91
Q
(!) , Hubert, N.C. "C" 3.04 8.72 24" 0.50 32 5.22
j J 3) Property is zoned R-20. "D" 0.30 0.86 18" 0.65 46 3.15
d © CP Current use is Timber
4) PIN#: 634603334876 & 6346032761 If Area <10 Ac If Area > 10 Ac
Q 5) Lots to be served by individual ptic, West Carteret Q=CiA Q.-281 x DA RCP = Reinforced Concrete Pipe
i
-J Water Corp., and underground uties. r
J 8) Flood Zone X per Map Number 20634600J, tc=5 min. where DA=A/690 LF = Linear Feet
Ci10=7.17 in/hr. FPS Feet per Second
SOUND VIEW DR. Effective Date: July 18, 2003. c=o.4o
c( (r) 7) Reference: BBK 29477, PG.365g3, Bi1232, PG. 183
1-11 W z
M.B. 30, PG. 300 NOTE:
Carteret CountyRa iet 1. Contractor shall use NCDOT approved ,,
/EN:14/
g RCP or HDPE (2 wall) for all pipesm tt^� 8) Total tract area - 10.69 Acres underneath private roadways.
vl 9) Number of proposed lots •. 11 2. Contractor may use NCDOT approved RCP in all other areas including driveway pipes.
J
/ 10) Minimum Lot size: 20,359 Sq. F
/ O 11) Maximum Lot size: 1.88 Acres
= 12) Average Lot size: 31,292 Sq. Ft
13) Common Area size: 42,369 Sq.
14) Elevations relative to NAVD 198(
SEA TRACE LN. 'WETLAND AREA : 2.18ac I SEDIMENT TRAP SCHEDULE
(DISTURBED AREA : 6.55ac I
TRAP NO. LENGTH WIDTH DEPTH
p 1 28' 14' 2'
B p G U E S D lJ N 2 32' 16' 2' le
3 24' 12' 2'
4 24' 12' 2'
VICINITY MAP 5 26' 13' 2'
NTS 6 26' 13' 2' CL N o {`'
7 24' 12' 2'
N rn o
Legend n 8 24' 12' 2' SOUND VIEW PARK Cn •c ,
(� 9 82 41 2
N11'32'54"E 233.66' TO r- a) a 2 n
SUBDIVISION W
E. P-K NAIL C/L INT. SOUND M.B. 5, PG. 57 • c� o
VIEW DR. & HOLLY LANE ZONE R-20 a Z
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT 111SINGLE-FAMILY RESIDENCE q� ..
TEMPORARY DIVERSION DITCH --n�-a..
LOT 15 SECTION A OF SOUND VIEW PARK SUBDIVISION
TEMPORARY SEDIMENT TRAP OF WAY OF HOLLY LANE. _
cE UJ Q
SE
SILT FENCE sf (R/W) N 06'00 02 E 85.52'- W Z v co '
DISTURBANCE/CLEARING LIMIT so swat MP I
aJ Y 3 p 1 ry
WETLAND TIE HOLLY LANE (60 R/W) .�.� c u- a
A
_(C/L OF PAVEMENT) :.--(.:(-7---
(J') E - a% oo_ iir ---- IV O •> L QPROPOSED GRADE ELEVATION 23.76 E./.P, _ _ EDGE OF PAVEMENT \~ \ `�\ _ ` o I-o 'ANCK �_ l %�� - S 03'57'30"W ; 682.96' ) � - \ 1' O W N��_� / 1?4,1_.--7-4-, E.I.R. U � r, >-
R W s -
EXISTING CONTOURS ---32--_ ( / ) I r e, '- \ �\ 162.87' 111.89' / /213.45' 4 ? �. i'' 7.„0:72
PREFORMED SCOUR HOLE 0 + 1 u�' , ,ter �_> 1 �\ 30' M.B.L. J� SF • SF /=-=; -- I ,�� 1:31.u:
r,
-� '��J Cj 5ry vv // I j JOHN JAY GOULD U z
Abbreviations / 404 WEa1a6 LINE \\ C-6) o fi.-\ S ' I I co o: LINDA M. GOULD rl
iLi
/ F / \ N ii \ I I \ o M.B. 30, PG. 300 ,t e ,'
EOP EDGE OF PAVEMENT +� / I / // 1 ,�' \� S I \ 'rp 20 359 Sq.Ft. -4. I -' o`' \ w
�' ' \ \ �, / qCo 20,430 Sq.Ft. `v o ZONE R-20
C&G CURB AND GUTTER 7 / ^ \ / //-\ I o SINGLE-FAMILY RESIDENCE
TC TOP OF CURB _ _ _ \ / / \ I
TW TOP OF WALKWAY
HC HANDICAP RAMP/PARKING + _== �- / U r i \ 0
I / l \ S�` v
CENTER OF PELLETIER BRANCH _ M l� /
R/W RIGHT OF WAY / i l / �G \ -' l \ \
FF FINISHED FLOOR IS PROPERTY LINE + 1 ,' 41" I/ // / / ��P F \i �� / / \ CO'- I // °. �\
, \ t
LINO UNLESS NOTED OTHERWISE /F ' '11 I / / / �5 '4` 4 / �' 24,781 Sq.Ft,,, \ }- -�- \°
SF SQUARE FOOT 30 ' EASEMENT - NO + +/ ��asemsnt //j /I / // / \ ,_ O \ �' y
IMPERVIOUS STRUCTURE _,+• ..+I i�IJ --\ \I / /I// / / J / / N� _------' ,II 44, / �\ A , -ALLOWED WITHIN. + // �� V \ I / / I/ / 1 ' ___ �, - 97 \ E.I.R.
+�+ / / I 32,022 Sq.Ft. / y �. \ N - _ • •\ •
\\
+ r_y�',• i i l /l /l �4x �o� i\\ ti; i 31�,851 Sq.Ft. ��'�� 1 1 __ _�
i i / l I \ o,, N_ _. G 55.87'--16.63--� ; U, \
�+..-' -+ �4At- `GLAND / i / /I / \ _ o ^ ; \o 1
SOUND VIEW PARK + + 1-� / , / •i / • •, / --t� 2 rn , <<c 20' osement i 1
/ _ .J OLD PROPERTY LINE i - .. ~ `. . ., 8�� of , i 1' 1 ` ., 1 co
SUBDIVISION i
ce M.B. 5, PG. 57 �` /''' + _ - ->_'� PER M.B. 30, PG. 300 \� - -r �!-- -�� --- - �I --t -f--r`-t__� � 1- L
ZONE R-20 + /-'- -X� ---__, /1' i _ h, I - Sediment Trap #9 1 1
._
SINGLE-FAMILY RESIDENCE �,,,�.+,.,,} �. --, 9 - 30 Easemen �• ► i�� �,� /� 43. ,
1 Headwall /� r �DfSTURBANCE LIO T \ ,, 63' \\
ow / Gj---��\� �c�jrr I -�__1-- - =. '. ., _� .. ,- la /� � / ' 25,796 Sq.Ft. r �' ��/ o -�,-'��� 1 \ r �rO<° // // --
1 - 21 \ /> ��-- �C'• / - . 5�__+ / 14.20 1 1
48" Existing Pipe �- 1 / /' , 1 �, �' s� s \ \ . 0• / , -
FEs +..+ COMMON AREA \ ` / I / / -- ____ 1 1 la ,i` 06' ��` ,� tit \ __N+ _"� \ �' I \ , w
' 1 \ ; CAPE LOOKOUT
\ / • / 1 / i 1 'f //* / 1 -/
- c' Q \ . �`� •
Preformed Scour Hole i _ r� 2 :9• \ r i INV=23.06, +� \ i l I \ ,-- 2 1 • r IMP 1 1� ��G \__' l /� �-- �� N NOS �fl �d� 9 \ �6 \\
+,r,,,,,,,,.,11,,..4."0 ,+ , ,,n.�• ^""""""' �15q,Ft. / I `_- 2 _ / /� -- , \ / h u ---- 1 - PROPERTIES, LLC
Sediment Trap s i ,'^\ O \ I 30-Easement 1 t 21,923 Sq.F,t! i/ d' / \ D.B. 1232, PG. 183
N.I.'• + + 4C>4 WETLAND Trap \ \ `1 ': / ♦ a \ \ 1 / \ 1 \ N o
�A + 19 1.88 Acres \ 1 1 1 i� \ ) 1 I 1 1 1
,t.•'� C\I I \ / _. . / \ ZONE R-20 Z r
1 1'` 'L/ • 1 �� �, rn WOODED Q ap ;
,,. '"'' �,` 1 r 404 *IL I I s •
a / ES p i o �• X \ ; 55 S F \ l w
\\
.. - i� \ \ 1 \ \ 404 WETLAND LINE I I �� / _ �,�. 1 cr / J N
C\I 1-17 ,,I I• ' �• `- \\ i �.. _ -- _ I cn Pr`eformed Scour. ole I ' �'��\ i� % \ J 7 - y 0-
N \ FES Preformed Scour Hole
.,, „r.,,..�;,., t N Pr�-, r Hole `� �`� �1 NV-r0':4 I1 / diment Tra ,I \ / _\\/,- J I 0 \ p ` \ e' 1 I Z
�- U I sr j5�` �S �` . . , _ -_-yD . -. \ �I \ ,. Sediment Trap ? ►; e P ilk 45i��� V \ C� �-\ d / \ \ ��' J_I I .l11L - _ � ` sv+.t ..� �{ 305.03 \ �,,. ,,, --- - --- 344.31 �/ /128.08 II --_9��'S /2 �/ ! ,�--\ \ \\ 1 2U,392 Sq.Ft.Ft. \ m11 1 1 0 .,,.
fTl i i a ram 2 g \(� \ Common Ownership
►O v. '. - _� '` �, i �� v v `�'1 Lot #3 per Map 4
i j.,tee a �,4 L.., / 2 -' \ , / is n c�- \
w `ter o o i -� �. L �6 369 Sq.Ft. \ �9, ` Book 31-575
co
U a. \ 1111 - �i� I - -f ? < < i _ �--" _ + � `�� / - $ WOODWARD AVENUE{ - 23.05.E I_ - ,__ --��.��I \' q L �- J Z
I 8 .14' ...... ' - ',� *, r 1 \ _ _ �o $" 0 P IVATE ,. / I 0 2 00 ' 5. ---- \ i �S \ O
z i �.'� \� .. �.41 C-] /r ' 4 L� i r \\ \ C] I 5 R W Q Q '1P \\ \\ J j \ 30 M.B.L. �\ - 62,269 Sq.Ft. 1 1 U p I
I I ..�. 43 I Iiri1411� -� / -- ` _ 355.33' \ \ 122.18' \ 214.11t.
`'-\ A •� N.I.P. II ll INV=21.10
FES " DISTURBANCE LIMIT • • z W J I
• INV=21.02 N 03'S7 30 E 1672.54 (TOTAL) N.I.P. S 03.57'30"W 253.46' 0
U i- Sediment Trap #2 Sediment Trap 4 (.-
FES 0 a Preformed Scour Hole Sediment Trap #3 < v
Prefermed Scour Hole Breaklines f¢- < F--
INV=23.36 Preformed Scour Hole Preformed Scour Hole FES TWIN OAKS SUBDIVISION MAGNETIC NORTH (Lot#3 not to scale Z
TEMPORARY Sediment Trap1 INV=20.13 ^
CONSTRUCTION ENTRANCE M.B. 2, PG. 31 for clarity) U = WO N
COMMON AREA ZONE R-20 Z
3,828 Sq.Ft. WOODED o
PER M.B 5, PG. 57 _
o
W '� a a
cc
z = �.
0 ++
z O W S
Li
o cr a
O
APPOV' s Li
Q_
cY, NORTH CAROLINA ENVIRt NN N i HI_ w o
��, MANAGEMENT COMMISSI®N Q c
DIVISION OE WATER O AS-ITS z 3
d
00a
o ?REF
MnDDn�(U �LIVl1_�llll � � Ll�l�;\ NOT RELEASED FOR CONSTRUCTION // ,-oa--g c23 1"--
BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY:
BELLS AND PHILIPPS SURVEYING, PLLC
3 604E CEDAR POINT BLVD. - CEDAR POINT. NC - [phone]
75
SCALE: 1" = 60'
a,
Li) .�
GRAPHIC SCALE DATE: 9/17/2008
a) 60 0 30 ea 120 240 PROJECT: 08-046
75
_a
S ( IN FEET ) DRAWN BY: PP/DKN
1 inch = 80 ft.
7 SHEET 2/6
0

REVISIONS
Per DWO (express) 9/30/06
Notes:1) Owner & DeveloperDRAINAGE PIPE CHART
Woodward Development Company ,,
111 Sea Trace Lone OUTLET
Newport, N.C. 28570 AREA Q10 DIAMETER GRADE LENGTH VELOCITY
N.C. 24 [phone] PIPE (acres) (cfs) (inches) (%) (1f) (fps)
2) Engineer: "A" 1.42 4.07 18" 0.60 32 4.62
Crystal Coast Engineering, P.A. ng" 2.72 7.80 18" 0.50 36 4.41
3817-3 Freedom Way
Hubert, N.C. "C" 3.04 8.72 24" 0.50 32 5.22
Z "D" 0.30 0.86 18" 0.65 46 3.15
3) Property is zoned R-20.
CP Current use Is Timber
(n 4) PIN#: 634603334876 & 634603332761 If Area <10 Ac If Area > 10 Ac
O 5) lots to be served by Individual septic, West Carteret Q-CiA Q=281 x DA RCP - Reinforced Concrete Pipe
Water Corp., and underground utilities. tc=5 min. where DA-A/640 LF - Linear Feet
J Z 6) Flood Zone X per Mop Number 3720634600J, 110=7.17 in/hr. FPS = Feet per Second
0 Effective Date: July 16, 2003.
CC 0 SOUND VIEW DR 7) Reference: BK 947, PG. 653, BK. 1232, PG. 183 C=0.40
M.B. 2, Page 31 do
W r, M.B. 30, PG. 300 NOTE:
j W 2 Carteret County Registry 1. Contractor shall use NCDOT approved RCP or HDPE (2 wall) for all pipes
`�
� / S 8) Total tract area 10.69 Acres underneath private roadways.
09) Number of proposed lots � 11 2. Contractor may use NCDOT approved RCP in all other areas including driveway pipes. '
CO10) Minimum Lot size: 20,359 Sq. Ft.
///C11
J 11) Maximum Lot size: 1.88 Acres
J O 12) Average Lot size: 31,292 Sq. Ft.
= 13) Common Area size: 42,369 Sq. Ft.
14) Elevations relative to NAVD 1988.
WETLAND AREA : 2.18ac
SEA TRACE LN.
DISTURBED AREA : 6.55ac
V
S ND
BOGUE
Q
VICINITY MAP
a � o
NTS
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in
SOUND VIEW PARK r• ,DI W CO
N11'32154"E 233.66' TO SUBDIVISION •- w a `v "�
E. P-K NAIL CA INT. SOUND M.B. 5, PG. 57 tT �j
VIEW DR. do HOLLY LANE ZONE R-20 •�c-, a ~, • a
LOT 15 SECTION A OF SOUND VIEW PARK SUBDIVISION SINGLE-FAMILY RESIDENCE C N r• x
Legend IS A 2' WIDE LOT ON THE WEST SIDE OF THE RIGHT C C ° w a
9 OF WAY OF HOLLY LANE.
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LI-
N 06'00 02 E 85.52 W a., Z i >:
EXISTING CONTOURS - 32 ■ " (60' C LL Q u)
WETLAND TIE HOLLY LANE R/W)
V °' Y `
3v
_(CAL OF PAVEMENT) _ _ _ _� _ a _ E 'v C4 2 v
Abbreviations I _ _ _ _ _E.LP. CA - EDGE OF PAVEMENT >1 '1 ;_ i -- 0 '- O w NEOP EDGE OF PAVEMENT :'ANCH - 'we__ .% S 03'57'30"W -� 682.96' i / \ 1---1:-1 l/ 1GJ �>
(R/W)_ _ ` IT Z _` 44)
` E.I.R. V C ^ .
C:G CURB AND GUTTER Itir - .-�
t3�3 --_ l \\ 162.87 111.89' 2 / /213.45' ,' / \G4-41- I ILI o
TC TOP OF CURB - \ -- V / / / / I rI
TW TOP OF WALKWAY ... i ^ - -_
HC HANDICAP RAMP/PARKING _ 9 ---- , "- 01
R RIGHT OF WAY / Nt / ,- - -
FF FINISHED FLOOR + I "1 �I '1 16 \� \ . / /� ) I \ � JOHN JAY GOULD � _
� � � / � � \� 1 Q' r r6 I \ rn LINDA M. GOULD (, U n.
UNO UNLESS NOTED OTHERWISE /+ , 404 WEJL�kiV6 LINE \ O '�
SF SQUARE FOOT7 /r / ` / \ I h I\I \ N M.B. 30, PG. 300
+ // / / // '`5 �' `\ \ \\ co , 20,359 So •. 4 • • Sq.Ft. ti° j a ZONE R-20
// , 19 �� \ (I) / / \ __ ___ W SINGLE-FAMILY RESIDENCEVEMENI
+ _ f�___�1 / Ili/' / `� i /' / \ K al
CENTER OF PELLETIER BRANCH / �� \ r' 24,781 ��• �-l l �• Co o
, ,.,., ----,.. ..., &-• - ....:
IS PROPERTY LINE + / ' ��'�1 V �\ ,� I// //�/ / //\, \) �� / �' • ` . r o0
4
4'tasemlent-�\ I /l I / % / \ ' - 0 , ��� ,rrrrrr
SOUND VIEW PARK 30 EASEMENT - NO + �+ /�� __ \ // lI / / / �� \ p� _ 2 e4 4��� ,
----- l E.I.R. ; :� 6 °°.
SUBDIVISION IMPERVIOUS STRUCTURE +�+ + ./1 \ I / //I/ / I ? /32,022 Sq.Ft• `� -- ♦ ;y t I , es. .• h,.OD'
�,
PG. 57 4.ALLOWED WITHIN. �+ // 1 \ i // / / 1 >> / -- 1. �`` ` - f _ j•'•"
M ZONE R-20 _-��� I ' I 'I / I ( � �' 55.87 _ 1 �. �� r m l
SINGLE-FAMILY RESIDENCE +-• +-+a + '''�.1194 WE5'LAND // / // ill / / \ _------- �` _- \\�,�,`�� � co
. :
to
f OLD PROPERTY LINE // :::
- •�--- ���������� -- ^-'i - , i \\ ' .a ,Cr :-------n.:
L PER M.B. 30, PG. 300 /i/ �/ i ��������� \+t��-, ``A���N,�"t �,� c» 1 1c��"�+-+ / �` (.ice' -- 9 30' Easemen�J / �� ,% , r ,� �_ //�� � \\� . ``�`` ``�.�� ; ` w`��t !!• •y:`., Vi,!is...4.4-:::•IZIA!:-N6,\ I- u+ '' �riiiii, ,
a- / \ /�I� \\
--- 2O - \\\ \\ ii� a
/ ' 25,796 Sq.Ft. (...--...-1 /// ��� :��.�.� `` `����� N. -' Ir1 _.
ow + 1g \ \ N / / ----21 - --, \ i� ,�-- /( r --,f/ �•), / ��� �. `` T. / 1 , •. 14.20 1 1
- / \ 1 / I, // \ I �/ / mod' ) b A . ` ��� .\1 \ w•
+ '\ i \ / 1 / ----_ I \ _ / /,' //Q / ` � �� 1 \ f CAPE LOOKOUT
+i COMMON ,AREA \ , _ __, / / 1 -- I 1 I / I �. ���
IFESNV 1 Headwall " 1
INV=23.06 48" Existing Pipe + \ r �I 22 _ - �// ��, ` �� l�// �,- ` \‘...,‘
o::!: ` 1: L \� 11 N PROPERTIES, LLC
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.............................. / 41 Sq.Ft. \ / / I \._-'- 1 1 1 �Z1-323 Sq.Ft / // �`' �\ �\ D.B. 1232, PG. 183
,+ + -J� T , ,��^�\ O � I 30 basement \ � �� /� ��' ���� // i \.\ 1 \\ ZONE R 20 1 1 N
v +.,.�-+ 404 WETLAND ; 9 -_ \ / \ N \� j 0I \I j 1 it 1 / j �'- �' / /•' /� I �, t.. WOODED co ,
A, / _-- 9,, �� 1 \ 1 1.88 •cres r ► / FES T-Rt/'\ Nts%
_��, '" i„ " � _ \ \ 1 \ NS 404 WETLAND LINE INV 1•.•7Ii / t �� '- Z
� I\ ,.� _\ � F 5 �� � � \` � \ \ 1 404 WETLAN ! NV=20.:4 �I / I / l �� ( / ,\\�i-� � ! \ - p'
1 Ti- k-N
N �, _ INV=20.91 �� i _ \ I / / l
) �•' I -�_J g``.-_•/�--=-�. 1.'1 \ �\ _--20--'� ��_2 /\\ \�� �� \�1 � our Hole �--'\ � N 344.31' �� � / 128.08' _` 91 4�.. -- � `" \i �� /�-,\ \\ � � \'• �J,, e,l 1 1
�"1 U 23 ' - �� - y�T�' 305.03 L i-1 -\ 1- 2 p�
_ -� I .l � `\_� `' � 7` �---- -� � -- � \� � --- l � / , I ----t -- ', � \ � � Lot #3 per Map 3
1.-
� s 1 � � - �� 6 � �! \ \\ � ��►_ `�� � Common Ownership }
I I ,- WOODWARO AVENUE _ ��, , -
_ \ \ / �� \ --- _ / - j�� . _ ��� - �� _ !L �� '�\ 'L! �►��Za J Book 31-575 Z a>'
i �/ \ 93�►` �.y
•� e ►ly`�f!!! !`�� '�l�i � � ♦ _� ��'� > � --. ,�. \ 23_0''� 1 ` f �� \ ` , �oy 't- _ \ \ -��J I �' a 62,269 Sq.Ft. 1 1 U I x;
� Nk l� ii, ��e` / . NEW,``` �► Nth \�\ \ 7�. 43 I `C:1i,�r�► ,'aNL ` s\� \\ ���� ��\`a� ��'lll\\\\\ 22 --_ �. \ __-' 355.33' � - .' 214.11' W
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k�� 1 N4, NI N � CC
�in � �,��`� \fir. �`` ``' \ \`�����' ` �� (TOTAL) < a., 8
Drainage .Area
'`1 .. _ • 4 TOTAL N.I.P. S 03 57'30"W 253.46'
► Swale 11 2.30ac W
I . .� •to ' . _ �iN,. � %��, ��:. • • .N TIC NORTH Ce o v
• . .��c1 �`� '��� MAGNE ¢ 2 N
i,44i�� W •-
• PER M.B S, PG. 57 Q fe _ 1,
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PRELIMINA 'Al7 PLANnl 20000(1J rtT
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NOT RELEASED FOR CONSTRUCTION (. r CJ 5 3
O`
BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY:
,D
BELLS AND PHILIPPS SURVEYING, PLLC
CD
3 604E CEDAR POINT BLVD. - CEDAR POINT, NC - [phone]
SCALE: 1" = 60'
a)
DATE: 9
d 172008 GRAPHIC SCALE / /
s
60 ei_iiiil0 30 60 120 240 PROJECT: 08-046
CD
( IN FEET )
DRAWN BY: PP/DKN
a
a
� inch g 60 ft. SHEET SUPPLEMENT
v)

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I
REVISIONS
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9/30/08 Per DWQ (express) r
'du'
FES I 1 ' Headwall
INV=23.06 48" Existing Pipe
-+ 404 WETLAND \ ,
o� N.I." +i'+ ,� ; ; � �� /1/8"°
A' +/" -- - `� - �, �, I � I' 1 .88 Acres FS _ _ '`- -- - 1 } / ; INV=19.97\ r, - r� �. \ 1 ES 404 WETLAND LINE / +d- _ -' - - - FES r - �. I o
1 - - + . + i ; ��� NV=20.84N I Li1 I = �ti , _ cv INV=20.91 �� �� �� 404 WETLANb 1l- 1��, - _ - 1 �� _ _2 I Scour Hole �� J 344.31 ' Y / 128.08' II ,
�-- U I f - 2 - - 3. 78 II - - - -� 30 5.0 3 \ - ;,,,_ --i�- - - I - -- Jr v - 3,1
�. ,,/ tier ..MIL _ .. t- / 1 :.. ".- - --.-� --� - \ -�, -` / / i
:.-1 I o _ all A 11. - _ ` _ - ; WOODWARD AVENGE i Q
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T ._,_--a, , 2 41> 2• L �' _ -- - -- _ 43' (50' PRIVATE RAW) � �� :
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SHEET 5 OF 6

REVISIONS
Per DWQ (express) 9/30/08
EROSION AND SEDIMENTATION
CONTROL NOTES:
j
50' ! t. Sedlment control devices and structures shall be installed,
RIGHT OF WAY
maintained and amended as needed to provide effective
control of accelerated sedimentation until the contributing )
ULTRAVIOLET RESISTANT(e.AAN)MIRwn PROPER INSTALLATION METHOD watersheds are stabilized.
FABRIC OR EQUIVALENT SCOURED To . 2. �Orlatr coon Saauence: 4
WTI METAL CUPS OR TIRE AT e• EFT
CENTER. 1. Remove and properly dispose of all trees, brush, stumps and other A. Notify Engineer, Owner and Land Quality Section prior
6 12 FORMGAUG CvIA E YxN• WELDED si HOCKED ONTO to B. Intallgstabilliized construction n entrance.
PREFORMED CHANNELS ON METAL Poses. objectionable material
SHOULDER 6 5 2. Ensure that the minimum constructed cross section meets all
1"/FT. "I" SHOULDER DITCH •
MAXIMUM SEDIMENT STORAGE LEVEL REMOVE design requirements C. Silt fence, temporary diversion ditches, and sediment traps shall be installed where shown
• SEGMENT*EN TNS REACHED 3. Ensure that the top of the dike is not lower at any point that the and on all down slopes of areas to be disturbed. Follow maintenance requirements as shown on
.-
OR As DIRECTED eY INSPEcraR. the details sheet for every erosion control measures.
• design elevation plus the apedified settlement D. Excavate temporary sediment traps and divert all surface
4. Provide sufficient room around diversions to permit machine
1/4" PER FT. 1/4' PER FT��►� /�� /ice regrading and cleanout drainage from disturbed area to sediment traps.
a� J,f T • 5. Vegetate the ridge immediately after construction, unless it will E. Install Stormwater Structures and Inlets Protection If necessary.
INV
remain In place lean than 30 working days. F. Complete rough grading activities. Maintain erosion control devices as necessary.
1.5" SF 9.5A 6" COMP. ABC STONE BASE •
• INSPECTION AND MAINTENANCE G. Complete fine grading activities. Install surface treatments (asph,
PAVEMENT concrete, or A.B.C. as indicated..
H. Stabilize (Geed and mulch) those areas not to be paved and/or built
•
_ Inspect once a week and after every rainfall. Immediately remove sediment upon. Provide Temporary Seeding if not in recommended seeding
• - from the flow area and repair the diversion ridge. Carefully check outlets dates for Permanent Seeding.
1 .5" SF9.5A - and make timely repairs as needed. When the protected area is I. Maintain erosion control measures as needed to assure
/ 24' permanently stabilized, remove the ridge and the channel to blend with the full functionality.
Street Cross- S e ct"o n I 6 ( - natural grade and appropriately stabilize it. J. Upon stablizing site with permanent groundcover, remove seed-
NO and re-construct swales per Swale detail reif necessary.
7 e •A��; _ s K. of completing i any phase of Itheiagr ding,work. within 15 days
NO SCALE •, , I.
6 ABC %;/ 2,_ - L. working daermanent ys orn no more than disturbed
calendar areas days within
follow following COMPACTED SOIL h2' MINIMUMf
%AV..__ilia.-.�1'•24\ - -NA11.MM GRADE completion of any phase of grading.
Q• 1• CARRY APPROXIMATELY 12' aF FAewc INTO TRENCH. `^ M. Upon establishment of permanent groundcover, remove accumulated Q
-COVER VAIN SOIL AND TAMP 9ACKFHL I
$UPERPAVE NOTESA •• - -•• -CARRY e'o>:WRE INTO TRENa. I sediment from storm water storage basin and restore to design conditions.
ONLY SUPERPAVE ASPHALT MIXES ARE ACCEPTABLE. CONTRACTOR SHALL FURNISH NCDOT "'-._, -''A- 1'-6' FLOW 3. Seeding Soecificationa a i
6 OWNER WITH APPROVED MIX DESIGNS FROM ASPHALT SUPPLIER. CONTRACTOR'S 2'MINIMUM • �-1 1-� H H MINIMUM
SUPPLIER SHALL EMPLOY A CERTIFIED ASPHALT PLANT TECHNICIAN TO PERFORM QUALITY IICIIiIEHIEIMEIIICIIIO Install necessary mechanical erosion and sedimentation control practices
CONTROL OPERATIONS AND ACTIVITIES AS REQUIRED BY NCDOT QUALITY CONTROL STEEL POSTS AT e' OFF CENTER MAXIMUM• before seeding, and complete grading according to the approved plan. �, qT O
PROGRAM. _ Lime and fertilizer needs should be determined by soil teat. Contact Ci) - in 0
6 TYPICAL NCDA for additional information regarding testing. When soil test are co M
THE CONTRACTOR SHALL PROVIDE A CERTIFIED QMS ROADWAY TECHNICIAN AT ALL TIMES seeds available, follow rates suggested on individual,l specification i n sheet for
DURING PLACEMENT OF ASPHALT. TECHNICIAN SHALL PERFORM ALL TESTING AND seeding mix chosen. Apply lime and fertilizer and work into 4-6 inches of •- W
DOCUMENTATION AS REQUIRED BY NCDt1T'S QUALITY CONTROL PROGRAM soil by disking or other suitable means. Operate machinery on the contour.
n Detail Temp . Ditch
S i I t Fence When using hydrr ,er, apply lime and fertilizer to a rough, loose surface.
Complete seedbed preparation by breaking up large clods and raking Into � :�, d Z a% p,
NO SCALE a smooth uniform surface. Broadcast seed into freshly loosened seedbed I"
NO SCALE that has not been sealed by rainfall. Seed mixture shall be distributed to E iY x
INSPECTION AND MAINTENANI;,� uniformly and covered with a clean straw mulch. All mulch shall be crimped C 0 m 1
or asphalt tacked to help hold in place. Material and application rates •VI 0 V1
Inspect once a week and after every rainfall. Make any required repairs are as follows: U I Z
immediately. Should the fabric collapse, tear, decompose or become W
ieffective, replace it promptly. Remove sediment deposits as necessary to u Z }
provide adequate storage volume for the next rainfall and to reduce TEMPORARY SEEDING •�"� 0 Q u0
pressure on the fence. Take care to avoid undermining the fence during Seeding Mixture: Wlnter/Early Spring Summer Fall I-) N " 3 0
cleanout. Remove all fencing materials and unstable sediment deposits and Species Rate(Ib/ac) Rate(Ib/ac) Rate(Ib/ac) C • 0 1
bring the area to grade and stabilize it after the contributing drainage Rye (grain) 120 -0- 120 O O - 0 u')
area has been properly stabillzed. Annual Lespedeza (Kobe) 50 -0- -0- L_ Li.,
M
German millet -0- 40 -0- V >
LJ "" O
PERMANENT SEEDING R3 I rn F
Overfill 6" SeedingSpeciesure: Rate(lb/ac) Z
For settlement Pensacola Bahlagrass 50 .� > to p
21" Min..l / Common Bermudagrass 10 L U a
• �. German millet 10 `.J
�\ r'�w.IrsA " PERMANENT SOIL REINFORCING
�" 4' Mni . ' ��\ MATTING (US FABRIC TRM12 OR Seeding Notes:
E.
1.5' ~< `e ' 2:1 Side �/` '�"
',.,/ .-•3 \ /`� / EQUAL) 1. Where neat appearance is desired, omit sericea.
- - -i- ;� �,�5+ Slap• j��� mergency by-pass 6" 2. Use a common Bermudagrass only on isolated sites4InlitNI
2, /�� 1.
++ N; � Max \� below settled top of dam where it cannot become a pest. Bermudagrass may
To 3.5' " �� 4 +k- ��
f. Fitter .r + f-1;1 Side j
;n Fabric t. Slops Max. �� Natural Ground be replaced with 5 lb/acre centlpedegross.
EXISTING ROAD j►pA��►►►u0�N��kr► ►���
�� ►�► ►�►�►�►. r►,A►�iktop.► ►� Seeding Oates:
3' Min. ►IA0114 ►,0•11►�►►0 rAill�►�►►ri►op. April t - July 15
EARTH EMBANKMENT & STONE OUTLET SECTION PArew►����.��►4,►4►�►�►41►�►►�,
'' ^ DITCH OUTLET\ ►�►��►�►� Soil Amendments: ,,„„;, ,
•• f-1 \ ►�►��►'4► �A Apply lime and fertlllzer according to a soils test, or apply
cif �,► 4►
1►�►�►�► 0-10 lb/acre ground agricultural limestone and 500 lb/acre 10-
1 s� - 1'V '
5' Mln. 1.5' Min.
3600 cu ft/acre TOP OF BANK ����►�►�� 0-10 fertilizer �� . ;
r Slit Fence I I R/W R/W 1444
4►
$WALE CENTERLINE �►:►� Mulch: _ a , co j:W .
Baffles NI, 'ay_ } c Apply 4,000 Ib/acre grain straw or equivalent cover of another .,/- 411• + . l -e - 4wr4►04 suitable mulch. Anchor by tacking with asphalt, roving, netting, - .' . �'
t +. + ,, S' M14 ax. ►�►���► INSTALL LEVEL AND FLUSH �'
+ 4i ; • +,`t • + ippo' 50' MIN. �►�►'13'itt'�', orb crimping with a mulch anchoring tool. `.��� �,�` ; _
TOP OF BANK ��►�:�►� WITH SURROUNDING GROUND y p g g
1.5' Min ~� `•t�'s �'i� *yk++y .� 6• 'MIN. LENGTH �f,1•,•�I� Maintenance: t7.\
., THICK ���►�►�► r/ "z' '0
t 12' Min of NCDOT liter Fabric EOTEXTILE SQUARE PREFORMED �wt► �����Np���►'��►�►��►�►� RefertiNze the following April with 50 lb/acre nitrogen. Repeat
#t3 or IT37 Washed FABRIC . • . SCOUR HOLE PSH ►�►��►�►�►�►��� ►�►�►�► as growth requires. Mow as often as needed.
Stone ;,• ( ) kipi ►�► ►�►�,44.--Alt 139 \�
i• (RIP RAP IN BASIN ►�►�►�►�►�► ► ► ►�►
CROSS-SECTION OF STONE OUTLET SECTION SECTION . OT SHOWN FOR ►►►►�►At►�►� ��1�►►►:41:4 ►1/4 4. Contractor is responsible for maintaining all erosion control
I �'►�►'.►�►'�►�vp y��,�►�►�►.`►�rR� • measures and for amending measures as required to prevent t;
Deta • I r12' MIN. CLARITY) DIMENSIONS accelerated erosion from taking place on this site.
Temo ra r Sediment Trap NOTE) B=5' S. Once all areas have been stabilized, contractor is to remove
p \/ temporary erosion control measures, regrade, s mulch to
PLAN VIEW SEED AND MULCH PER D=1' restabilize these areas. 00
SEEDING SCHEDULE AT W=4' 6. For additional requirements, see the approved erosion N
NO SCALE
Construction Specifications INSTALLATION d=3" and sedimentation permit.
Z
SEDIMENT TRAP PROPER INSTALLATION METHOD 1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO PLAN VIEW
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
1. Clear, grub, and strip the are under the embankment of all vegetation crushed stone.
high amounts of 2. Length - As effective, but not less than 50 feet. t-
and root mot. Remove all surface soil containing3. Thickness - Not less than six (6) inches.
organic matter, and stockpile or dispose of it properly.larea. Haul all 4. Width - Not less than full width of all points of 11..
objectionable material to the designated disposal ingress or egress. Minimum of 12'.
2. Ensure that fill material for the embankment is free of roots, woody g g PERMANENT SOIL REINFORCING
vegetation, organic matter and other objectionable material. Place fill In 5. Washing - When necessary, wheels shall be rig to DITCH OUTLET Z
lifts not to exceed 9", and machine compact It. Over fill the remove sediment prior to entrance onto public right-of- \ MATTING (US FABRIC TRM12 OR
6" to allow for settlement. way. When washing is required, it shall be done on an EQUAL)
embankment area stabilized with crushed stone which drains into an
3. Construct the outlet section in the embankment. Protect the connection approved sediment trap or sediment basin. All sediment D(12"MIN) d�
between the riprap and the soil from piping by using the filter fabric. shall be prevented from entering any storm drain, ditch, NATURAL
5.
Extend the fabric across the spillway foundation and sides to the top of or watercourse through use of sandbags, gravel, boards GROUND
the dam. or other approved methods.
4. Clear the pond area below the elevation of the crest of the spillway to 6. Maintenance - The entrance shall be maintained in a 0
facilitate sediment cleanout. 12" CK/ �t 0
be 2:1 max. condition which will prevent tracking or flowing of B Nv
5. all cut and fill slopes shouldsediment onto public rights-of-way. This may require CLASS "B" STONE LINED, _
6. Ensure that the stone section of the embankment has a minimum -1 IL-
bottom
(14
width of 3' and maximum side slopes of 1:1 that extend to the periodic top dressing with additional stone as conditions 6" THICK WITH FILTER FABRIC
bottom of the spillway section. demand and repair and/or cleanout of any measures used to 0
7. Construct the minimum finished stone spillway bottom width, as shown trap sediment. All sediment, spilled, dropped. washed or
he over filled tracked onto public rights-of-way must be removed SECTION / - A W O
on the detail, with 2:1 slopes extending to the top of t immediately.
81
embankment. Keep the thickness of the sides of the spillway outlet O
structure at a min. of 21". The weir must be level and constructed to Detail I \ \ i 0
grade to assure design capacity. Preformed Scour Hole ,< a
Trn . Construction Entrance `� "8. Material used in the stone section should be a well-graded mixture of e p
stone with d50 size of 9" (class B erosion control stone recommended) < LI I
and a max. stone size of 14". The stone may be machine placed and NO SCALE NO SCALE W d
the smaller stones worked into the voids of the larger stones. The stone Z
should be hard, angular and highly weather-resistant. w
inlet water into the basin in a manner to prevent erosion. Use /1.5" SF9.5a I 2C I
9. Discharge
temporary slope drains or diversions with outlet protection to divert O C)
sediment-laden water to the upper end of the pool area to Improve 1+Oa O
F. O.B.0 = "_ U
basin trap efficiency.
10. Ensure that the stone spillway outlet section extends downstream past 11 COAAFACTEp �I I I REGRADE DITCH
the toe of the embankment until stable conditions are reached and COMPA TEDADE- TO PROVIDE .�
outlet velocity is acceptable for the receiving stream. keep the edges of c E
the stone outlet section flush with the surrounding ground and snaps < o POSITIVE DRAINAGE
the 4.1
center to confine the outflow stream.
I
11. Direct emergency bypass to natural, stable areas. Locate bypass outlets
Pavement Schedule I 3 o
so that flow will not damage the embankment. NO
12. Stabilize the embankment and all disturbed areas above the sediment scA� -0 70
cleanout level O the design depth) on the plans and mark 't in the o -
-
I 10'X 70 p
field. VEGETATIVE
13. Install porous baffles if necessary. STABILIZATION - r SIGHT TRIANGLE -
R DING REGRADE DITCH 10 XTD tR1ANG�-� 30 0 10 1 - .. - R/W
PER SEE SIGH �__._
INSPECTION AND MAINTENANCE SPECIFICATIONS _ -.-
" -1 I I I I I I I 4' MIN 5 III ( III TO PROVIDE L� --- 1111M - 0
inspect at least weekly and after each significant rainfall event ,Xt or greater) POSITIVE DRAINAGE �� _ 18 RCP -R30'
70
and repair immediately. Remove sediment, and restore the trap to its original AS REQ'D 1 LINE CENTER OF �� EX. EOP
dimensions when the sediment has accumulated to one-half the design depth SWALE W/ EROSION - __
of the trap. Place the sediment that is removed in the designated disposal CONTROL BLANKET 0 Clfl_ - C�L
area, and replace the part of the gravel facing that is impaired by sediment. (CURLER 1 BY EX. EOP -
Check the structure for damage from erosion or piping. Periodically check the AMERICAN EXCELSIOR / R / ;
depth of the spillway to ensure it is a min. of 1.5' below the low point of the C/L LiWY24 C10�' / 1,'
embankment. Immediatelyfill anysettlement of the embankment to slightly OR EQUAL). INSTALL NC
5: 1 SWALE a 'B' STONE LINING
above design grade. Any riprap displaced from the spillway must be replaced WHERE STONE CALLY - - - - R W ��-" ���CSS 3j'
NO SCALE /
immediately. REQ'D BY DRAINAGE -� --•
After all sediment-producing areas have been permanently stabilized, remove PLAN.
the structure and all unstable sediment. Smooth the area to blene with the Swa Ie Detail R,, -
adjoining areas, and stabilize properly.
NO SCALE Entrance Detail
SCALE:
NO SCALE DATE: 9/23/2008
PROJECT: 08-046
DRAWN BY: PP/DN
P@rrnttRilnco SeiR ,
( NOT RELEASED FOR C NSTRUCTION
SHEET 5/6
I