SW7050915_APPROVED PLANS_20090527

Y
I
I
PUBLIC ROAD
3
2'-3' COARSE AGGREGATE
BASE TO MINIMUM 5' IN DEPTH
1-- Y AS I
14' MIN
CONSTRUCTION EXIT DETAIL
N.T.S.
CARRY RIP —RAP UP SIDES OF SPILLWAY A
NOTE KEY THE STONE INTO THE DITCH I♦
BANKS A MINIMUM OF 19' TO AVOID
WASHOUTS FROM OVERFLOW AROUND THE
DAM f AXIMUM SLOPE
/ I. FREEBOARD
FLOW— 05 WAS
STONE T:;I,1 a8
—TEMPORARY GRASS 75'-100' AHEAD
OF CHECK DAM
RIP —RAP
MIN VARIES
7A
GRAVEL &RIP -RAP CHECK DAM
N.T.S.
CARRY RIP —RAP UP
/1 RIP —RAP (TYP) NI U IDES OF SPILLWAY -
15' INTO BAN 15 WASHED STONE
VARIES
MAINTENENCE: 1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
EVENT.
2. REMOVE SEDIMENT ACCUMULATED BEHIND DAMS AS NEEDED TO PREVENT
DAMAGE TO CHARNEL VEGETATION; ALLOW THE CHANNEL TO DRAIN THROUGH
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDI—
MENT OVER THE DAM. ADD STONES TO DAM AS NEEDED TO MAINTAINDE—,e
SIGN HEIGHT AND CROSS—SECTION.
SECTION A -A
N.T.S.
GOLF COURSE
I FAIRVIEW TRAILS
�T 0 CAROL�NA PI
NES Bl VD.
2
LO RTIVAM
�_'
-J
J
2
aim
CAROLINA PINES LAKE
..'W �\
GOLF COURSE
WWTP SITE
CWS, INC WEnAND LINE
R.V. & BOAT STORAGE
IVA
139
WETLAND LINE LEG=
I
r^YY1 CLEARING LIMITS
\ ��f SILT FENCE
CONSTRUCTION ENTRANCE
CREEKSIDE ® ROYAL PINES
N e u s e R i v e r
L t �—EASSTT PALMER DR1W
dk5.I �
.. PNO�WSON
OROS LANDING
C L�
Ci
® CHECK DAM.
OWNER/DEVELOPER: EWS DEVELOPMENT COMPANY
7001 JEFFEREY LANE
RALEIGH, NC 27603
Q� CONSULTING ENGINEER: THOMAS ENGINEERING, P.A. #C-148
JOHN G. THOMAS, P.E. #10147
2 P.O. BOX 1309
\ Q� NEW BERN, NORTH CAROLINA 28563
[phone] FAX: [phone]
E—MAIL : JThomas7440AOL.COM
ZONE 1 NEUSE RIVER BUFER
� ND SURVEYOR: BRAD L SUITi ac ASSOCIATES
\ ZONE 2 NEUSE RIVER SUFFER (BRAD L. Sum Pi REGISTRATION #L-3767)
\ \ PO BOX 12142
QQ NEW BERN, NORTH CAROLINA 28561
OS \ 70310 �J [phone]
` \\ GL•ZibP/NG, GKUP0P9V1V ,S PRLC�IP/FD/NCB PL �tN
PRELIMINARY PLAT LG /��
Not !or Recordation, Conveyances
or Sales _ A7- eOYAL-. f 1NL'S
"A PL_ANNZD UNIT DZVZL OP/ lZNT"
NGWWN TOWNi#6 CRNCNco" NORM GWOW
Thomas Engineering,. P.A.
403—C Airport Road
PO Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
SCALE 1 100 PROJECT P. 98026\IMPRO... DATE : 10/01/03
N0. iESCRIPTION BY DATE PLOT FACTOR: 1 : 100 PLOT NAME: CAD2657A4 ISHEET. 01 CF01
PROJECT DATA
SECTION
TOTAL ACRES
# LOTS
LOT WIDTH
FRONT MBL
SIDE MBL
REAR M
1A
10.08
26
85'
30'
10'
15'
1B
17.78-
25
85'
30'
10'
15'
2
12.89
50
54'
25'
5'
15'
3
6.24
19
54'
25'
5'
15'
4
10.78
43
54'
25'
5'
15'
TOTAL
---
163
---
---
--_
---
COMMON AREA
ONE
3.28
---
---
— — —
— — —
---
TWO
1.94
---
---
---1
---
---

\h,G
ro
r
269
NFw
�0
LINE
LINE
TABLE
LENGTH
BEARING
LINE
LINE
TABLE (CONY.)
LENGTH
BEARING
208
L1
4.48
N74'48'20"W
L116
23.60
N01'43'25"W,
L6
12.89
N32'42'28"E
L117
20.82
N04'06'15"E
207
L7
34.83
N22'45'38"E
L118
17.49
N32'26'10"E
L8
25.25
N22'28'18"E
L119
21.65
N10'24'04"E
L9
9.75
N63'44'35"E
L120
12.54
N18'53'31"E
19E
L10
19.74
N20'53'11"E
L121
18.82
N48'45'58"E
1_11
46.90
N42'32'25"E
L122
18.19
S77'54'57"E
L12
15.49
N49'35'03"E
L123
L124
14.38
45.18
S86'48'59"E
N35'03'30"E
I
hem,
L13
13.47
N43'39'54"E
L125
17.65
N71'54'37"E
L14
27.08
N80'10'59"E
L126
31.24
S81'23'07"E
L15
34.91
S89'09'31"E
L127
20.80
S47'23'42"E
L16
36.18
S86'33'44"E
L128
25.80
S25'43'51"E
r „
L17
17.72
S61'50'19"E
L129
37.39
S241
L18
24.96
S39'46'16"E
L130
38.30
N71'09'33"E
L19
14.48
S07'39'00"W
L1,31
18.58
S45'56'29"E
L20
51.50
S52'51'24"W
L132
42.07
S31
L21
55.52
N88'02'44"E
L133
12.27
N79'00'05"E
L22
30.36
S56'09'32"E
L134
34.29
N31'26'06"E
L23
6.94
S74'39'41"E
L1 35
21.39
N 42'54'"
09E
L24
12.51
S40'32'00"E
L136
16.18
S77'48'48"E
L25
7.97
S60'22'06"E
L137
13.67
S83'19'10"E
20
0+'
L26
14.77
S28'40'45"E
L138
23.57
N77'43'11"E
L27
10.65
S01'14'56"E
L139
L140
30.51
15.61
S70'41'43"E
S67'57'19"E
f
% 202
L28
16.01
S13'43'23"W
1_141
10.52
S71'26'13"E
L29
13.16
S24'51'56"E
1_142
24.82
S45'07'58"E
L30
12.32
S76'54'07"E
L143
19,06
S68'37'49"E
L31
18.30
N77'51'21"E
L144
23.88
S69'25'25"E
GAPOLINA ill
L32
12.61
N43'12'04"E
L145
16.89
S84'31'46"E
L33
8.34
S77'52'37"E
L146
23.30
S61'07'19"E
WLF AND GOU,'VTPY
L34
14.38
N58'36'40"E
L147
19.76
S49'39'16"E
L35
18.84
S50'21'48"E
1_148
35.37
S24'44'22"E
GLU�
L36
7.21
S28'52'57"E
1_149
21.59
S23'10'15"W
L37
5.82
N79'36'08"E
L150
L151
24.15
27.82
S62'02'47W
S73'25'45"W
SUDS mn'n
L38
6.28
S54'43'58"E
1_152
23.60
S61'36'40"W
L39
31.29
S77'39'19"E
1_153
24.29
S59'06'12"W
L40
17.54
S64'28'37"E
L154
31.60
S47'18'14"W
L41
29.87
S41'18'07"E
L156
S21'43'24W
L42
42.08
S10'39'39"E
L157
24.93
S64'43'24"E
L43
29.15
S55'55'52"E
L157
19.49
19.49
S56'15'28"E
L44
15.55
S39'18'42"E
L158
25.57
S42'49'38"W
L45
58.82
S09'39'15"E
L159
37.19
S75'10'20"W
L46
14.04
S18'31'59"W
L160
68.60
S62'43'15"W
L47
21.26
S20'05'41"E
L161
7.66
S44'0�'5�'E
L48
17.27
S58'09'38"E
L162
36.11
S84'11 32 E
L49
21.39
S07'35'55"E
L163
L164
19.65
2180
S56'53'34"E
4'12'18"E
12 I 215 I
I , 11216
INV
1 193 192
O�191 � '_
196
�+zb
ao° eie I i '
T i
( P E
INNBq,M' I I
_y S.A,
St
98 /199 -
`1
1`I
200
,
, , I ,
GA
fI! � 182
7� r
L50
11.62
S10.12'41"E
L165
S6
23.09 S75'24'57"E
CURVE
TABLE
111
-
L51
25.06
S34'44'51' W
L167
S86'1T02"E
" " !'I I_
P�i �,5 9'ID I,; 7 181
L52
7.45
S87'40'40"E
L767
38.23 N79'33'51"E
38.23
CURVE RADIUS
LENGTH
DELTA
rs,%�nrnxc ii;J i
L53
L54
12.09
34.14
S00'55'54"E
N84'19'26"E
L168
25.86 S82'1T47"E
C-1
230.01'
56'43'55
° "" 1�
L55
27.42
N60'02'O6"E
L169
8.26 S37'07'25"E
300.0`
340.00'
L56
28 39
S79'48'13"E
L770
18.22 S11 19 27 E
C-3
58.23'
8324'15"
-
L57
18.04
S65'46'13"E
L171 9.84 S69 21 49 W
L172 21.93 S34'10'O5"W
L58
51.48
S31'23'42"E
L173 28.S51'04'31"W
L59
18.03
S74'O6'21"E
L174 28.11 S60'09'55"W
L60
4.83
N62'44'30"E
L175 19.99 S67'10'29"W
L61
34.54
S50'14'09"E
L176 26.42 S50'49'28"W
L62
38.58
S47'50'20"E
L63
30.06
S30'25'18"E
L64
19.89
S06'22'43"E
L65
29.66
S18'55'49"E
L66
23.37
S21'37'36"W
L67
43.04
S02'03'28"W
L68
25.10
S16'55'46"W
L69
28.72
S60'11'48"W
L70
33.86
S63'23'10"W
L71
26.90
N52'05'26"W
L72
32.11
N85'45'12"W
L73
39.71
S82'S38'51'45"W
L74
31.63
52'26"E
L75
25.43
S02'09'22"W
L76
23.11
S48'27'29"W
L77
17.96
S80'55'590W
L78
36.54
S59'05'12"W
L79
32.34
N56'44'36"W
L80
45.53
N88'11'43"W
L81
22.23
S12'40'45"W
L82
26.78
S65'00'04"E
L83
24.67
S31'34'26"E
L84
24.47
S10'14'34"W
L85
29.89
S20'16'39"W
L86
35.02
S1114'57"W
L87
19.92
S36'08'05"W
L86
35.02
S11'34'57"W
L87
19.92
S36'08'05"W
L88
24.33
S11'57'28"W
L89
13.62
SO/ 30 45"W
L90
16.02
S56'01'03"W
L91
27.76
S56'40'14"W
L92
21.58
S41'59'02"W
L93
42.47
S54'08'17"W
L94
24.21
S45'04'28"W
L95
50.95
S49'01*14"W
L96
49.68
N57'41'07"E
L97
11.53
N37'40'02"E
L98
33.15
N81-15'09"E
L99
20.39
N44'08'31"E
L100
35.24
N69'01'20"E
L101
21.62
S78'07'57"E
L102
13.88
N37'07'29"E
1_103
22.13
N57'16'28"E
1_104
26.12
N11'05'06"E
1_105
18.69
N24'57'17"E
L106
21.51
N37'09'04"E
1_107
23.35
N33'48'19"E
L108
22.79
N25'50'08"E
1_109
37.49
N34'58'12"E
L110
32.04
N70'02'37"E
1_111
11.56
S77'23'01"E
1_112
20.13
S11'01'58"E
L113
17.76
S12'50'16"E
L114
55.53
S14'03'05"E
L115
14.99
S59'37'28"E
I
180
1
-
-----,
K r ______
I
1 11 178
I.
I`
I
ylllr
1
'91 I
1
1
I
I III.
1
,�y
,
1
1 f �176
I
1
,
I a
GENERAL NOTES:
1. NO ZONING REGULATIONS ARE APPLICABLE TO THIS SUBDIVISION.
2. PORTIONS OF THIS AREA LIE WITHIN THE 100 YEAR FLOOD HAZARD
AREA AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY
FLOOD HAZARD BOUNDARY MAPS OF CRAVEN COUNTY, COMMUNITY
PANEL NUMBER 370072 0385, EFFECTIVE DATE MAY 4, 1987.
3, RIGHT OF WAY AT INTERSECTIONS SHALL HAVE 25 FT RADII.
4. RIGHT OF WAY AT CUL-DE-SAC SHALL HAVE A RADII OF
25 FEET WITH A RETURN RADII OF 37.5 FEET,
5. STREET SIGN LOCATIONS SHALL BE IN ACCORDANCE WITH BOTH
COUNTY AND STATE STANDARDS.
6. ALL STREETS ARE DESIGNATED AS "PUBLIC".
7. DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS:
A. 10' EASEMENTS ALONG ALL RIGHT OF WAY, OUTSIDE OF RIGHT OF WAY
B. 15' EASEMENTS CENTERED ON LOT SIDE LINES.
C. 20' EASEMENTS CENTERED ON REAR LOT LINES.
D. OTHER EASEMENTS AS SHOWN,
8. TOTAL ACREAGE OF LAKESIDE @ ROYAL PINES IS 63.3571 ACRES.
9. TOTAL NUMBER OF LOTS IN LAKESIDE IS 155,
10. TOTAL LENGTH OF STREETS IS 7251 LINEAR FOOT
11. THIS SUBDIVISION TO BE SERVED BY COMMUNITY WATER AND SEWER SYSTEMS.
12. LOT DIMENSIONS SHOWN ON CURVES ARE ARC LENGTHS.
13, ALL FIGURES IN PARENTHESES () DENOTE LOT SQUARE FOOTAGE.
14. ❑ DENOTES CONCRETE MONUMENTS.
O DENOTES IRON PIPE SET AT ALL CORNERS.
15. ALL UTILITY LINES (ELECTRIC, TELEPHONE, AND CABLE T.V.) SHALL
BE INSTALLED UNDERGROUND.
16. UNLESS OTHERWISE NOTED:
A. MINIMUM SIDE YARD SETBACK IS 8 FEET.
L-176/L-6 B. MINIMUM REAR YARD SETBACK IS 15 FEET.
17. APPROVAL OF THIS SUBDIVISION PLAT BY THE CRAVEN COUNTY BOARD
OF COMMISSIONERS DOES NOT ADDRESS THE ISSUE OF THE EXISTENCE OR
O J=tts.l m h� G�tPOL/N/fW/}T�1.' NONEXISTENCE OF WETLANDS WITHIN THE SUBDIVISION. THE ENFORCEMENT
OF WETLAND REGULATIONS UNDER THE SECTION 404 OF THE CLEAN WATER
236 ' � '
�41 // °�"""'�'"""°ter 5,ffWG�S(IT'-1�1�- 1NG, ACT OF 1899 IS WITHIN THE JURISDICTION OF THE U.S. ARMY CORPS OF
w�a -MATrPTPeATrl�nrr ENGINEERS. INQUIRES CONCERNING THAT MATTER SHOULD BE ADDRESSED
O / / TO THAT AGENCY.
, %243 '' 18. MINIMUM BUILDING LINES FOR LOTS LOCATED ON CUL-DE-SACS SHALL BE WHERE THE
235 ; _ LOT WIDTH IS 60.00 FEET OR 25.00 FEET FROM THE RIGHT-OF-WAY, WHICHEVER IS
224 _, �O % O _ 242 f / �� PC I'6r', _, DVl r FURTHER BACK.
234 '�,, 244 +; asxJPsnxa °• " _ I
225
O
_
17AGNII PLANTATION
26
3 3\ 24s �� E -\� P�fiIZTN�PSl7/P
A "per_= !
_ i25 227 �'� ;O / 246 !�\K``<" �/'" � / jX PARCEL
r ___ ✓ 32 BLACKHEATH DRIVE `
a9
/ 22 � '' " v i' _ IE"°• iCxcalNN Y � 1' 1 i -_ _ -��� f /�� I I \\ ��� \\
_
O _ _
r
_ 247
PIPE
✓ �atve a ao
o�184,
_
�P
q '/
183 '` • _ 3�' �154 `v �,2052`L137;-
I
121
XVAL4Ek_BOX �wss.s `a GiiHEA VE i r
LEGEND
�1-s""xxs's8Ag OX 2-'
VALVE
Ila "II 1 58 d 1 57:' �� ' //a nh Q 4�. EUSE RIVER BUFFER
jA
PROPOSED 10" SEWER LINE
56 J PROPOSED 6" SEWER FORCEMAIN LINE
^ �O
`- J ` - Ca i PROPOSED 8" WATER LINE
"AlE a
_ - ----- • •"
l r - -r , i'z ^ V
I 67 xw t� �Q� PROPOSED 6" WATER LINE
_--- - -__J L� 28" I I � i N isho ��SYi v( �I+�w+�`' PROPOSED 2" WATER LINE
65
O3 68 3 s/c 1p (1643
CULVERT
i°° pp v 285 r_ __ 64 w' �a0 0 o t 1139 ✓ �Q V� or�i • �,I O SEWER MANHOLE
II r101+x_wa8 ___ __ ____J �______ _ _ \\ 111 v PH FIRE HYDRANT
_ (12537) - = A
165 I __ __ __, _ r - - - _ - _ _ --___ GATE VALVE & SOX
1 ' 281 "Itv , 286 ' _ -79
--- _ _
O ---
♦ 270 ;' _
63
I, r ; II II ° p/c 138- 26.60WATEMPORARY SEDIMENT TRAP
8371
' I 3! ( 166 CATCH BASINT\YrATER
-ow FLOW ARROWS
< '!l 31 < 11 p _ - -- _.-- _� III
\O < 1 ---- - - `-- �R- j l APPRpyEDxx((�� {/ }__�__�F TEMPORARY SILT FENCE
�- NORTHCAROLINAEMARIOJMENTAL
273 MANAGEMENTCOMMQSSION
O
a SION OF WATER
WALITY � CONSTRUCTION ENTRANCE
D
aie
r
- ,� � � -\\ \ - �. .,.;ratBlE'rPCrtly( CHECK DAM
4.
->4A_
E.O.L. - - � - _ �-_ � _ • BLOW OFF
10'X70' SIGHT TRIANGLE
4 LINE
�xx(
2" 8 (VE NETLAN
OUTLET PROTECTION
T Ij 175 �jI\ s/d ii0 I /
r `-.%-------- � I'-----� vv- 7��_
2
�,rt�17 O 27
;II 174
13554) i 34 f l/ ; `ti,•� y�IN�fte, %%",I CAR
,
EITFS /
253 Lry
4631 � � ---- ---- " F. e SEAL : 9 � �4 -
173 auvaew ° 252 ;'j PRAECr, 132` 3�a s' �? N.
O ELS LANE; . ", CAgo
q
L r= s'GATE ,34
L
29104 rrrrr9lm8VA2
249,172
rr111
;% ,' � ,� � j I ' ' , 26 � � ,• � � 5/TE PLAN
- '' i A ias s• a�w O 1 1 � k T,��` �r� � � 0` j �a
K5/D
/ , L�� / / GRAPHIC SCALE I�r
1vsTuNG -- ; ; �; ni' ' SGT/ON ONE 1 O'1lS
PIPE POYAL PINE-,5 - S�GTION Tt>P� ..� F+r _ ; , ,, '- ,� , Q A7 IPOYt1L t'/N�5
PLAT GAIN, nP„ SLIDE 112 G " ' -- / / /ii j 'S , G SLlL7� l%ZD a s so zs o o 4)1 11 1-ANNrD Lj/l Z7�1/�L OPM�N7-"
_�YS
s „9 n zo O f �� -/ -- - 5 O / a.° NRMDCRN l0.YNX1f#6 GPMLNCaW AIOIMGAPOLBJA
2 /" ;';/ /- 6 STORMI'ATER COMMENTS JGT 06.01.05
-.,. caaamuale"aula t21 E �NO 8w NE ✓,� . \--- ti
ISTING Thomas Engineering, P.A.
PH 'y'��I{Tp� } / 5 SECTION 1, 3,& 4 WATER AS-BUILTS JGT 03.01.05 b� bal
-� ,v �f Fill �a r ST 403-C Airport Road
ar. /. 4 BIC DOCUMENTS JGT 2.09.05 pQ BOX 1309
_ Co_ 5a 3 NCGDT REVISIONS JGT 7.22.04
New Bern, North Carolina 28563
2 it COMMENTS JGT 5.17.04 Tel. [phone]'727 Fax. [phone]
99 I I t3o &T 6 s / j \ \ 55 f / f 1 GRAVEN INA TER COMMENTS JGT 3. 5.04 SCALE : 00 PROJECT (/: 98026\IMPRO... DATE : 02/01/04
n
O \ \ NO. ESCRIP TION BY DATE PLOT FACTOR: i : 100 PLOT NAME: 2_SITEB SHEET: 02 OF 13
GOUNTPY GLUD LAKE
'I 2 2 0
it 219 II
I
8 ,• I
II
„
/ I I
- I I
II ,
239 I 240
238
,
0127
237
1 :

____. _ _ --..__.. __ _ _ u:c __.�i_u_s _ i.,.i:._�u .: �1 �_.. :'._S.�'. '_.'�[. .. .' .:•.��.. __�._.jL•o. 11'd�lii._aL`_L`'-_�... .. ..I
R EN RIM 1MINIMUM GENERAL NOTES:
MIN V13 pq 1/2 OAUINIERVAL9
TOP STRAND 1. WIRE SHALL BE A MINIMUM OF 32' IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WRES WITH 12' STAY SPACING
° 3' RAD. 2. FILTER FABRIC SHALL BE A MINIMUM OF 38" IN WIDTH AND SHALL
112-1/ G2GAAMDE BE FASTENED ADEGUATELY TO THE WIRE AS DIRECTED BY THE EN-
61 RAD. MW
CINEER.
i /2" PER FT. 45' R (R/W) eorMAM AND
1'-0' ° 10 oAuat41Si M. 3. STEEL STEM SHALL BE S FEET IN HEIGHT AND SHALL BE OF THE
PUBLIC ROAD °e ° e ' FILL SLOB SELF -FASTENER ANGLE STEEL TYPE.
6' a °
Is
a 37'6' R (TO BACK OF CURB) 4. WOOD POSTS SHALL IAA MINIMUM OF 6 FEET IN HEIGHT AND 3
}I !y INCHES OR MORE IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
. 0� ---�0,
I{ cRouwD uNE TO WOOD POSTS WITH NOT LESS THAN /9 WIRE STAPLES 1-1/2"
35' R (PAVEMENT)
2'-6' CURB AND GUTTER - STANDARD
�'ALE
TEMPORARY SIT FENCET I i
♦ "RE
2'7MINIMUM6'
E ALTER FABRIC
N.T.S. 1 ,
BASE H - 5/e• x 1' DEEP GROOVED OR ERJOINT
TO BE Fl1Im WITH JOINT SEALER 25' R
35'0' R (PAVEMENT)
PROPOSED CURB &CUTTER \/
1/8• RAO 1/0' A
SURFACE OF PAVEMENT
R��.D�-�
n Qa VQ O ROPOSED PAVEMENT e•
EXISTING GRADE EXISTING GRADE
14' MIN
PLAIN BUTT JOINT VEGETATE WIN A MIX OF FESM
ENRPEOE, ! BERMIAA
CONSTRUCTION EXIT DETAIL A LONGITUDINAL PLAIN BUTT JOINT eo 40 zD' 3 3
N.T.S. " PAVEMENT ASPHALT R/V VAR ES
45'
37'6' D/C 1
JOINT SEALER vo °, ° d ° •0 35' PAVEMENT \
1/4'/fT
1/6• PAD 1/6' RAD �
/ P
CLASS II OR BETTER SELECT HACK FILL
•2'
TYPICAL OFFSET CUL— —SAC E
MAX SLOPE • .3X
(LOCAL RESIDENTIAL ROAD) N.T.S. "
A p0000&vc, o A TRANSVERSE EXPANSION JOINT
lo0 oOOpopogo 000 IN CURB & GUTTER tjV
p00 000 00O mop TYPICAL CHANNEL CROSS SECTIONS
po 000 00C, , 00 0 o f�\3 %
pp 0 o0 p VERTICAL TYPE
OO po OO O Op
E° Op 0O 000000000 00 p O bP5AVSEMOEN5
ASPHALT
ppp0C>0 ppp CURB & GUTTER DETAIL_ R/W 4o'_G"RIITDFWAY RW
0 000 0 00 9 p0 00 o NOTE:
00 O O8 p00TOT90 ODOO� 3'-S' 2T-0" B/C-B/C"CURB
Oo 000 0 0 0 0 0 0 o 00 1. La IS THE LENGTH OF THE RIPRAP APRON. ,
2-5" CURB 0 o opoo 0 0 p000 2. d- 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT GENERAL NOTES: ,CABe.6• GUTTER22'-0' P VEMENTOpo o 8 oo CIO 000 o NOT LESS THAN 6". 11 PLAN oopoo 00 000 0�0 p�0 3 UP THIN A EECHANNEL BANKS TO ANANNEL X-END THE [LEVAON OFRSN CONTRACTION JOINTS SHALL BE PLACED AT ERVAL SLOPE 2 1 `� SLOPE 2 10p�o�p� C�O ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE EXCEPT THAT A 15' SPACING MAY BE USEr' A MAC0 o TOP OF THE BANK, WHICHEVER IS LESS. IS USED OR WHEN SATISFACTORY SUPPOF' HE FAC ;� EXISTING GRADE EXISTING GRADE
O 4.A FILTER BLANKET OR FILTER FABRIC SHOULD BE FORM CAN BE OBTAINED WITHOUT THE C EMPLAT \T CUSS II OR BETTER SELECT BACK FILL
INSTALLED BETWEEN THE RIPRAP AND SOIL FOU 10' INTERVALS. TEMPORARY LINER; STRAW EROSION CONTROL
DATION. 2. JOINT SPACING MAY BE ALTERED IF RE' 3Y TH; LEER. + 5 BLANKET S150 AS MANUFACTURED BY NORTH
La 3. CONTRACTION JOINTS MAY BE INSTALLF 1E US' TYPICAL ROAD CROSS — SECT F VA Es AMERICAN GREEN, OR EQUIVALENT.
TEMPLATES OR FORMED BY OTHER APF METHC N.T.S. 1 1
WHERE SUCH JOINTS ARE NOT FORMED .IPLATF 'INIMUM LA
- DEPTH OF 1-1/2" SHALL BE OBTAINED (LOCAL RESIDENTIAL ROAD) 9�
4. ALL CONSTRUCTION JOINTS SHALL BE I 1TH J, LER', !�,
opo 000 op o op0 opo _ AND SEALER.VNE �^
= oo �0 000CI0 00 0 op o - 5. EXPANSION JOINTS SHALL BE SPACED AT 90" INTERVALS, AND .y
f\ \ opT4 0p C', opo opo _ / INCHES OR MORE IN ADJACENT TO ALL RIGID OBJECTS. T
O -- ---0 00 -- /�/./t AVEMi T ASPHALTago
R/W 50•-O' RIG�T OF WAY R
3'-6' 31'-0' C-B/C 3'-B"
SECTION A -A AOFR BLANKET 2'-6 CURB 2'-6' CURB
,6. & GUTTER 26'-0' PAVEMENT 1S•& GUTTER 1'6' MAX SLOPE • .3% -
/4'/FT 14� - EROSION CONTROL BLANKET L
PIPE OUTLET PROTECe CURB & GUTTER DETAIL D SLOPE a SLOPE 2 1 N.T.S.
N.T.S. " N.r.s. a CURB OUTLET WALE K
CUSS II OR BETTER SELECT BACK FILL N.T.S.
TYPICALROAD SS — SECTION
G (C-5, C-6, & C-�)
(LOCAL RESIDENTIAL ROAD) N.T.S. "
1' MM. 7 MM.
S T
+ 6 5
IF I
)W ) I ♦ ♦ V OOOp "AMM SLOPE
- _ - - - - - - I.
MM. NIEEDOMO
I W - _ - - _ - - - - - - TOP 6LVATI011 a SfOR11WAlO1 O OOp 00
CARRY RIP -RAP UP j -10' MINIMUM - - - \ \ 1' FLOOD STORAGE ZONE o p oo Tio 1 1
#1 RIP -RAP (TYP) °, opg op0
1' MINIMUM SIDE) OF SPILLWAY 1 / " �o 0 00 0p o
CB-23 O p o
T O C 2 8.91 r 5lOMERT 810RAGE ENE y p pp
O a-O p C� s
\ /'� ^ I \ / 1 \ ; (TorK STORAGE uPAam go c 000 0 0000 o go
18" INTO BANK y5 WASHED STONE ( J Q I T V V 25.91
�\ \ o THAX SmMENr K.o 0 0 00
`\' J'� U
VARIES • \ \
MAINTENANCE: 1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF \ \ J//i�\� // /\/\ \ Oau CLEAN BASIN n RP -RAP
EVENT. - \\/ WR31 THIS LEVEL IS REACHE
2. REMOVE SEDIMENT ACCUMULATED BEHIND DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION; ALLOW THE CHANNEL TO DRAIN THROUGH
WK
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDI- I S Mu"MENT OVER THE DAM. ADD STONES TO DAM AS NEEDED TO MAINTAIN DE-
SIGN HEIGHT AND CROSS-SECTION. SECTION THRU BASIN & FILTER
» 9 0 0, ,
SECTION A -A
N.T.S. L =•116 16 ' ,,, 111++ ,1.,,,,,t1EcLF,,,,,+
j `moJu
o o°Ei4� r,+.,', .�•aQwN ,`0 1,�,•,�
X
4LF 1
TEMPORARY SEDIMENT TRAP D TAI M -438p
CARRY RIP -RAP UP SIDES OF SPILLWAY A � � J " \�M
F1 P N.T.S. J % i, r�ii ('� ,t>I�>� C' mod, GJ
NOTE: KEY THE STONE INTO THE DITCH _ r�+?'f1 9A89-� fi���
\ / sty RIP -RAP Jr +rrrrrr1111111VVV r7f IIIi1111VVV
BANKS A MINIMUM OF 18 TO AVOID 2' MIN.
WASHOUTS FROM OVERFLOW AROUND THE M 41 RIP -RAP (TIP)
DAM rA1AXIMUM SLOPE /
FREEBOARD o 1' MIN. FREEBOARD
g0000 <----
o
FLOW #5 WASHED
STONE o0 ooP000�1 �\ I�OQdWQy
15 �� re WASHED STONE _ l/'7PlPOVL'ML'Ni PL✓9N5
� 8 �oo$�oo
(—TEMPORARY GRASS 75-100' AHEAD So _ p8008g
OF CHECK DAM $000 0 o po c fOR
CB.,44 FA_-2_4_
- --- �' 2 9.11 j SECTION THRU BERM & FILTER "' 9 � ='' L�K�S/Uf A7_ 1C'OYAl- PIN�5
1 RIP -RAP,.,..,,.. �o r---- ---- --- i�-25.611� N , N•T,S,
4A O
All VARIES \ / I T � /j 6 STORMWATER COMMENTS JGT 06.01.05
MIN / /243 rN / / �� 5 SECTION 1, 3 ,& 4WATER AS-BUILTS JGT 03.01.05 Thomas Engineering P.A.
GRAVEL & RIP —RAP CHECK c JUBILLEE COURT ETAI H 4 BID DOCJMENTS JGT 2.os.o5 403-C Airport Road
N.T.S. � � 3 NCDOT REVISIONS JGT 7.22.04 PO Box 1309
New Bern, North Carolina 28563
2 NCDOT COMMENTS JGT 5.17.04 Tel. [phone] Fax. [phone]
1 ji CRAVEN WATEZ COMMENTS JGT 3.5.04 SCALE : N.T.S. PROJECT #:ICPINES\98028 JDATE : 02/1/04
NO. I DESCROTION BY DATE PLOT FACTOR: 1 : 1 IPLOT NAME: IMPRO... \11 ROAD.. ISHEET., 11 of 13
1. �,_-'9; '• y - 4:'T'1 ,; j --""^T'-r�'-'r -- _ r.r f) rL, (I

- 28 _ --- --_ Y 38 3'_ _ JB
'INV=25.23'
RI
O
EMERGENCY OVERF
WIDTH20.00 �� ��_ �-------- - 1 - 40L� 36" CPP W FE
WIDTH 2O.00' S L
I I 1
_2
STORMWATER
--- -
09 t8.01 i, POND J/ 1 \ /
00 -
23
/ ' l-•EMER� ENCYED t\
OVERFLOW
ELEV=28.00'
/ WIDTH 2O.00'
I I
VEGETATIVE SHELF //-
�,
RISER (SEE D! -TAB)
Qj
STORM WA TER S TA_
- - POND # 2
P T
I
FORE
N R
BAY PERMANENT POOL
RIPRAP "I` /
cN
N = 3. 3' - 6 6 v ORE
IPRAP' 1 �� TE , /A L V / �, /BAY i
J /� 1/ i VEGETATIVE SHELF
2 " GA TE 17V,=" �� --
1
I /
i
NEW 6 FORCEMAIN
1
i
2
TOP
TOP
OF VEGETATIVE
BANK SHELF
OF VEGETATIVE
BANK SHELF
5' 15.00' 6' 18.00' 6'-- 3' 6'
PLANT VEGETATIVE SHELF
E/ /WITH CATTAIL (TYPHA SPP.)
TRASH RACK WITH
ANTI -VORTEX PLATE & TRASH
RIP RAP LINED BERM UUAKI
CROSS SECTION "B—B" '7r.AP
N r.5.
6- PV( o' 11 40-
TRASH RACK WITH
ANTI -VORTEX PLATE & TRASH
GUARD
STRAP
6' Pv, TF.I[
1, 21.00'
EL 24.00'
EL 23.00' —11 1r :III —I , 1 EL. 17.00'
-1-1
OREBA �I_I=III=III=I POND
_I I-1I =III -III-_,
EL. 17.00'
RIP RAP LINED BERM/
EL' CROSS SECTION "B—B"
N.LS.
BCCMP 6OLF W/FES
6" PVC SCH. 40
CAULK UK SLAL --48' BCCMP
WATERTIGHT
ORIFICE,CAP
PIPE
36" BCCMP GOLF W/FES
POND 3
12
°
- - —
coNc. SLAB
6" PVC TEE
_
1(—
EL. 17.00
EL. 20.50
8' STUB
CAULK OR SEAL 48' BCCMP
6'-0" -i
WATERTIGHT PIPE
ORIFIC P
E
°
DETAIL
1
;2
��
POND
3
°
CONC. SLAB
N.r'S
1
I
0P
EL. 15.50'
'F
VEGETATIVE
---}I
P.ANK
SHELF
TOP
15.00'
6'
18.00'
OF
VEGETATIVE
DRAINASFSHELF
BANK
FASEMFIIT
5'-
22.50' 6'
18.00'
DETAI
1
DRAINAGE
N -
EASEMENT
PLANT VEGETATIVE SH
LF
EL. 29.00'
WITH CATTAIL (TYPHA
PP.)
r
PUNT VEGETATIVE SH
LF
' G
EL 29.00'
\
/WITH
CATTAIL (TYPHA
PP.)
� 1
STORAGE EL. 46-K'
POND
CROSS SECTION "A —A"
NrS.
STORMWATER POND # 1
1' - 20'-0'
PERMANENT POND EL. 24.00
EL 24.00' EL. 1�7. 0'
EL.23.00' 1 POND
CROSS SECTION "A —A"
N T.S.
STORMWATER POND #z0 2
0004 P\ \
\
1 \
cF 1 1 FORE BAY
8 �v INV
I 1 I \ \ \ \
C 7 8 0
n /
1 95
1
1 PR c 1
1
1 ir, ,� 12.00' 10.00' )� -d.5 r
12 p0 1 I I 1 p 004 I I
11 I 1 I I I I
I 1 I I I I I
1 1 1 1 II I I
II 1 11 II 1 )I I
^!II
I II 686
1 1
I Sty{,�{,,R�M6VAITER
13
1 ;! '1
I I 1 1 -
1
67\32
1 \ 11\ \
TRASH RACK WITH 1! 1 I WcP
'
'VORTEX PLATE & TRASH
1 1 V \
"PAP o
- _ i
2-30" BCCMP 60LF w/FES III l l 1 I A
I 1 \
6" PVC TEE — EL. 24.00' I 1 V A \
5 2 8
EL. 2, 8" STUB A
WATERTIGHT PIPE
—48" BCCMP
OR ) I
IFlCE CAPRTIGT
J PIPE I I I I 1 \ \\ \\ \
\ \
12 �- ° ) �� I VEGETATIVE SHED A\ \\
POND 3 CONC. sue I I I . I I \ \ \ TAc
EL. 20.00 \ \ \
6'-0" " RIPRAW LINED \
EMERGENCYOVERFLQW
\ \
ELEV=27ZUU'-------L \ \
DETAIL 1 IIII' i WIDTH 2O,00' TE\R\SE
CROSS SECTION "A —A"
NCS.
VEGETATIVE
SHELF
GRAPHIC SCALE
20 10 0 20
I \ \
I ,---- - ---- -- \ S \
------_--J c Au
I --------- • \\\ \\I ` \ N\\
II 93. a'
-- - - - -- \ \ \-
PERMANENT POOL
I III
STORMWATER POND 3
r - m•-o'
,tttttlillllp,,,I, ttiIIIIII1 t/I
tiJ�yGINE ���� O`t�41 CA 7�
Sa v 'Q� S L�9C
EAL _
C 438 ¢'' ❑ 10
yti�r
�. 19 8
'ttttl111lil1ttttt ,,, to l� ttt`
1`0IV0 C-W7 I- _
CROSS SECTION "B—B" "�Iu 2 s 2005
N.r.s. FOR
-_--- /_AKE5/DF A7_ POYr1L PINES
6 STORMWATER COMMENTS JGT 06.01.05 ro x�r 6 CRAVico"y NOMI WOWA
5 SECTION 1, 3 ,& 4 WATER AS-BUILTS JGT 03.01.05 Thomas Engineering P.A.
4 BID DOCUMENTS JGT 2.09.05 403—C Airport Road
3 NCDO' REVISIONS JGT 7.22.04 P.O. Box 1309
New Bern, North Carolina 28563
2 NCDO' COMMENTS JGT 5.17.04 Tel. [phone] Fax. [phone]
1 CRAVEN WATER COMMENTS JGT 3.5.04 SCALE : VARIES PROJECT III: 1CPINES\98026 DATE : 02/1/04
NO. DE`CRIPTION BY DATE PLOT FACTOR: 1 : 1 (E) PLOT NAME: IMPROVEMENTS\13-5 SHEET: 13 of 13
T
-

LINE TABLE CURVE TABLE GENERAL NOTES, LEGEND
LINE LENGTH LINE LENGTH CURVE RADIUS LENGTH 1, No ZONING REGULATIONS ARE APPLICABLE TO THIS SUBDIVISION.
2, PORTIONS OF THIS AREA _F WITHIN THE 100 YEAR FLOOD HAZARD _
L1 4.48 L116 23.60 C-1 195.00' 223.58 AREA AS SHOWN ON THE 'EDERAL EMERGENCY MANAGEMENT AGENCY
L6 12.89 L117 20.82 C-2 300.00' 30.01, FLOOD HAZARD BOUNDAR' MAP_ of CRAVEN COUNTY, COMMUNITY EXISTING 10" SEWER LINE
L7 34.83 L118 17.49 C-3 40.00' 58.23' PANEL NUMBER .',700/2 o3s5 EFFECTIVE DATE MAY 4, 19s7. - ---
3 RIGHT of WAY AT INTERSECHK L'. SHALL HAVE 25 FT RADII, EXISTING 6" SEWER FOR.EMAIN LI-NE
LS 25.25 L119 21.65 4_ RIGHT of wnr AT ccl-DE -.A. SHALL t+AVE A Rnou of -
L9 9.75 L120 12.54 25 FEET WITH A RETURN RAGI OF 37.5 FEET. EXISTING 8" WATER LINE
L10 19.74 L122 18.12 5. STREET SIGN LOCATIONS SHAD -HE IN ACCORDANCE WITH BOTH
L11 46,90 L123 14.19 COUNTY AND STATE STANDARC� EXISTING 10' SEWER LINE
L12 15.49 L123 45.18 6.- ALL STREETS ARE DESIGNATED A "PUBLIC'_ - - - - ___ ____-
L13 13.47 7. DRAINAGE AND uTlurY ASEM/ -r� ARE A� FOLLOWS. EXISTiNG6' SEWER FORCEVA'N LINE
L125 17.65 A_ 10' EASEMENTS ALONG AL RIGHT OF WAY, OUTSIDE OF RIGHT OF WAY
L14 27.08 L126 31.24 _ - B. 15 EASEMENTS CENTEREr TN -GT SID_ LINES. '
L15 34. 91 - L127 20.80 C. 20' EASEMENTS CENTERS 1N REAR LOT LINES EXISTING 8" WATER LINE
L16 36,18 L128 25.80 - D. OTHER EASEMENTS A_ SF !N. ... ... ...
L17 17.72 L129 37.39 1 vv B. TOTAL ACREAGE OF LAKESIDF L ROYAL PIPES S 63.3571 ACRES EXISTING 6" WATER LINE �{
L18 24.96 L130 38.30 9. TOTAL NUMBER OF LOTS IN E IDF IS 5.
L19 14.48 L131 18.58 v 221 -' -�1 10, TOTAL LENGTH OF STREETS I� 251 LINEAR FOOT EXISTING 2 WATER LINE 1�
L20 51.50 L132 42.07 11, THIS SUBDIVISION TO BE SERVE Y COMMUNITY WATER AND SEWER SYSTEMS.
L21 55.52 L133 12.27 220 ; 12. LOT DIMENSIONS SHOWN ON WES ARE ARC LENGTHS.
L22 30.36 L134 34.29 13_ ALL FIGURES IN PARENTHESES / DENOTE LOT sOUARE FOOTAGL. CULVERT
L23 6.94 L135 21.39 213
L24 125, L136 16.18 \ 12 2�4 215 218 219 14. ❑DENOTES CONCRETE MORON NTv
'� O DENOTES IRON PIPE E' A ALL CORNERS_ � P/1
L25 7.97 L137 13.67 EE / 1 SHALL
l�7 SEWER INANH01_E W
211 0 216 ��17 s_ ALL unutr LINES (ELEGTR,c HONE, AND CABLE Tv, _
L26 14.77 L139 30.51 BE INSTALLED UNDERGROUND. t P '
L139 30.51 1 � '-' 16. UNLESS OTHERWISE NOTED `J 4
c� L27 10.65 L140 15.6, / i A. MINIMUM SIDE YARD SETS .K IS 8 FEEL. FH FIRE HYDRANT i
L28 16.01 L141 10.52 - L5-'� 239� 4240 C ♦T♦T 1�
rxv'��oB. MINIMUM REAR YARD SEIP .CK 1_ 15 SET. r
L29 13,16 L142 24.82 \ ze'acP 17, APPROVAL CF THIS SUSD'WISIc PLAT BY THE CRAVEN COUNTY BOARD
L30 12,32 L143 19.06 I x" P-33 cc S c c EI v ' OF COMM L,_ION ER_ OOE., NOT DDRES THE ISSUE OF THE EXIST LICE OR �4 GATE VAI VE & BOX �
L31 18.30 L144 23.88 38' NONEXISTENCE OF WETLANDS HIN THE SURDIVISION. THE ENFORCEMENT
L32 12.61 L145 16.89 / OF WFTLAND REGULATIONS UN R THE SECTION 404 OF THE CLEAN WATER .• • /. H EE
" 11 H
z q L146 23.30 / \\�� �' / ce-,0 /' 1 L '` - ACT OF 1899 IS WITHIN THE ISDICUON OF 'HE U_S_ ARMY CORPS OF bond
r
L34 4.3 TNc_ze.,g� N ENGINEERS. INOUIRES CONCE iG THAT `sATILR SHOULD BE ADDRESSED TEMPORARY SEDIMENT TRAP � I�
L33 14.38 L147 19.76 / \ z' '1 Tocce-,y'' To THAT AGENCY. I� F
L35 18.84 L148 35.37 'L 08 O % 193 J -s �'" - 2'3 ]� - I Ixv iY.�� , 18_ MINIMUM BUILDING LINES FOR +TS LOCATED ON CUL-0E-SACS SHALL BE �
L36 7.21 L149 21.59 / a �O 192 �-" __ / -' \ O WERE THE LOT WIDTH IS 60 BEET OR 25.00 FEET FROM THE CATCH BASIN W �
L37 5.82 L150 24.15 �� 194 2 - `-� �L'' RIGHT-OF-WAY, WHICHEVER I-URTHER BACK. M� P1 r"VII
L151 27.82 191 19. ALL IMPROVEMENTS ON THIS , ARE COMPLETE. h'1 M
L38 6.28 L152 23.60 _ FF 190 ' ' y so FLOW ARROWS
L39 31.29 _� - Y > /� I •v 1a flv ' ! 20. TOPOGRAPHIC INFORMATION F I HIDED B" BRAD L SUITT & ASSOCIATES
L40 17.54 L154 31..60 207 P-Sa -
�. caP O P'zT 241' ' i / REau ras1E Exuvsn M
236 w S SE
L42 42.a8 L155 30.32 GG�rv>s<oo I Nv \N/T�--��-T TEMPORARY SILT =ENCE h•{
L156 24.93 I�
L43 29.15 cR-ze cs-
L156 24 9 I 196 sw�LE zP' .cN W 4551• `; _ ��
L44 15.55 L158 25.57 206 O 1 Toy-zaefi., TO z::: 235 243-O'" / t '
L45 58,82 L159 37.19 P_,5 F
L46 14.04 L160 68.60 I 30' DPP-- sw / ` i 242 1 i �• cif G' CONSTRUCTION FN fRAiY1C_ ^�ll
L151 7.66 t 4^ "P-80 ,P-RCa 224 O '` '/11 `i
L47 21 _26 162
1 5C Ir za c A -\
L48 17,27 L163 19.65 197 198 189 \ \ \� "�R9 z' �� / ® CHECK DAM • r
L49 21.3_ A O i Y 22 \ 24J L,; -
U64 21.80 ce-3 ��'
O=eY MM
L50 11.62 L165 23.09 1, .� sg Y q I- b3s•`
L51 25.05 `Y Tac-za5; aP / \ \ _ u _ • SQL. BLOW -OFF O
Li 66 25.7z"�=G . - -3 HH� 188 ` ' -
L52 7.45 L167 38.23 \ ~�
L54 3409 L168 25.86 \ / O 1 �6 - - CC _ SIGHT TRIANGLE Z
c \ 233 c \; o'x7o slc .J UI
L55 27.42 L169 18.22 2 4 'VI 187 U -�- - .L.., - - --- - - v�"J: n
L56 28.39 O �� �„
L170 / 1 z v -� �l .A OUTLET PROTECT
L171 9.84 � ����� �� ��
L57 18.0421.93
L173 'I : ♦ IeP" aeP
L58 SL48 L173 28.24 203 � _ ____-- � . ,700 1 �, D 227 O . �.;==� O t� �
�. v Y
L59 18.03 % O i 1�♦
L175 28.11 O� 1 x ` INv=_s.�s v _iu3'C' 1 v v'LILLC '�z! • E
L60 4L175 19.99 1 '1 I, ,L 6
202 _ pn�
L61 34,54 L176 26.42
L62 38.58 L
,; 1' v 247 'Y'" - _ - i
O
L63 30.06 01 11 i 22 1 vV
L64 19.89
^tl 185 30 <, ,• . �� ��' H
' ,
L65 29.66 _ \'., l Iy� f 1 _
L67 43.04 T U, 4 �wJks Too- i54 - _ :IP:;, - _
L68 25.1 0 1 229 Irrv-z e' wv-i,:,R - J I (r= _- -- ' , i
L69 28.72 EXlstw 2" BL w eF �. 'r'1'�, +, 184 _ ' , ; _ -
I '
RE
L70 33.86 A V1 �z�sox ;r__ _
LACE WITH 6� GATE 1 „ , 11-
, � �T l II, ram, _ � � � L I �Ir
L71 26.90 Y ' , 'I Ir 1 1 %_ .� aM- _ _ �� _ -_ `I�
�' ", 1 v BO flee ` P 1 R-" / � � � 3 I l � � II ii �
_
7 32.11 II, ' ' , , , INV_i4e�l' 154 ss - ,J J 1,41
P-- O
L 2 , RI 1 N '1 1 `, 'v 183
:-./
L73 39.71 O
L74 5 4 21 i I I `,` / / I' Imo_ i jgvB'N 2KF a' ---
L76 23.1 i u -' ,' = -- my-z3s' v Iz 1a_,il�
,
1 1 _
1 1
L77 17.96 I � - -- __--
I `
, r,
L78 36.54 I c � _- -_,
\\
. 151 _;.��-¢;�'�'� �.r GRAPHIC SCALE �.
KPo r '''� 160 159 158 H 1571 _ \\ '`: �x ,``: \�-�:�\�Y ; ��� - J FUSE RIVER BUFFER L79 32.34 O n N ,� l�i�;: ,
L81 22.23 a
L81 2223 � � !��'�jj\� 182 //�'�s 61 � �/ 156, �'(, .,
L62 26.78 / z,rK/'
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L104 26.12
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IL108 22.79 WALE)
L109 3T49 0IJEFFREYDRIVE
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L114 55,53 g;;1 177 y�I 7. E «P-=�� ', O 'a" _ - __--_ _,_- = ">- "' 7 LAKESIDE AT ROYAL PINES OMEOWNER'S
_11 5 14. 99 ";I. 7 ` O - P, 1 i1 �` ``}� �x1- \: is \.� 60 , _ - --- --- ---- --
ASSOCIATION, INC.
ul LEI i 1311) *1, ; A `'`1 r�' 130 EL5 LANE
jWATER 259 �� s� 17 y,,�`,`_� _;-��'� off NEW BE RN, NORTHCAROLINA 265GO F�
I�I -- ' ' - -= _ - = iw
1'lllfl'I _2 _ = = = 5m� e = wv`` : �``' ,1��4 �dp5 CONSULTING ENGINEER h7
Lr, 6 _ r
- _- _ Ofiz#� __ sz - -- - �' ?�/ 5Jr THOMA5 ENGINEERING, P.A. W
`z = -_ - LANIL'NE
�,7 O _ oa w>=r Q P.O. BOX 1309 - 40 F10 WELL ROAD.
�,,,W�
I i r V - - - _ az = "±@E Exuon tr NEW BERN, NORTH CAROLINA 2b563
III I 'S�'
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,, 8 179 � '
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CWSIRUCTIXI EHiflINCE 1,21
AT ROYAL PINES
EXISTING -�� n3 A O_I FH. EXISTIN 'A PLANNED UNIT DEVELOPMENT"
G T PP,xcscc E� TOWNSHIP #6/CRAVEN COUNTY/NORTH CAROLINA
REuovF Exlsnw ------
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54
SCALE' N.T.S. 02 01 04
CT&T \ /' PROJECT #: 98026 SHEET: 01 of 3
O I
- - -
- -- - - 1,
t

SEAL _9
' C-438 tc
�
VICINITY MAP
C- l
-I
COVER
CURB OUTLET SWALE MODIFICATIONS
FOR
LAKESIDE AT ROYAL PINES
A .5Wplem,bnt to Imprmemeac ftn-5 for Ptrres
j fo mgNtP 5 & CRX,(fN COON L r NO T•1 CA?GLINh
y. P. 0. Boa 1309. New Hem. NC, 23563
w:wx, ThovwjsEng,n, •rmpPA.,v,m
t; Ut% 2$2.6172•727 lax. 2526iG:'!441t
SCALE ! ":500 DATE: 1 1. 1
PROJECT #- 9802G SHEET: I
GENERAL NOTE5
I . MEANT 105UPERGt'Dt Atdi?)�iFJ1'P WALLY BUBMIIITED ANDS
m VIED.UNDER BY THE NAME OF "SITE illltt' ' I:AKE51D1w AT ROYAL PINE 5.9
2. CONTRACTOR to SCHEDULE PRECONSTRUCTION MEETING PRIOR TO BEGINNING WORK TO INCLUDE
ENGINEER AND APPROPRIATEPERMITTING AGENCIES.
3. CONTRACTOR SHALL BE RE5PON515LE FOR D15COVERY OF EXISTING UNDERGROUND INSTALLATIONS, IN
ADVANCE OF EXCAVATING, BY CONTACTING ALL LOCAL UTILITIES AND BY PROSPECTING,
4. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING AROUND ALL EXISTING UTILITIES AND
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT D15RUPfION OF 5ERVICE5 TO CUSTOMERS.
5. CONTRACTOR 15 NOT PERMITTED TO CLOSE TRAVEL LANES FOR THE PURPOSES 3F ANY CONSTRUCTION
INCLUDED IN THESE PLANS. WHERE NECESSARY, APPROPRIATE LANE/5HOULDE R CLOSURES ARE TO BE
INSTALLED PER NCOOT SPECIFICATIONS,
G. AERIAL IMAGES SHOWN HEREIN ARE FROM 2007 AND SHOULD BE USED FOR CONCEPTUAL PURPOSES
ONLY.
7. GRADE AND STORM DRAIN ELEVATIONS SHOWN HEREIN ARE APPROXIMATE ANDARE TO BE FIELD
VERIFIED.
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
5PECIFICATION5 iN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
9. THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINED IN SUCH A MANNER AS TO
MINIMIZE SOIL EROSION AND SILTATION OF DRAINAGE CHANNELS, DAMAGE TO EXISTING VEGETATION,
AND DAMAGE TO PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA.
10. PROVIDE A PERMANENT GROUND COVER ON EXPOSED SLOPES WITHIN 14 CALF`DIAR DAYS FOLLWOWING
THE COMPLETION OF GRADING
11. ANAWCUMVE OY#M A `3t16tiVit lN:'i #M .i' AWS± ME TO;W-CONSMCT'ED WITH 50 5m:510m,
WIT P OPRIA'ft_. ADDITIONALLY, LONGITUDINAL SLOPE 15 NOT TO EXCEED 5%.
12. RIP RAP PLACEMENT AS SHOWN IN THESE PLANS 15 APPROXIMATE AND SHOULD DE PLACED AT THE
DIRECTION OF THE ENGINEER,,
COPYRIGHT 0 2009 FSY THOMAS ENGINEERING, P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUC REMAIN THE PROPERTY
OF THOMAS ENGINEERING, P.A. NEITHER TH15 DOCUMENT NOR ANY PART OF TH15 DOCUMENT MAY BE REU5ED,
REPRODUCED, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING BY
NOT LIMITED TO PHOTOCOPYING, MICROFILMING AND RECORDING, OR BY ANY INFORMATION STORAGE AND
RETRIEVAL SYSTEM, WITHOUT PERMISSION 15 WRITING FROM THOMAS ENGINEERING, P.A.
-
�,.t�'GiNr��, NOTES
CURB OUTLET SWALE MODIFICATIONS
FOR
F C SEAL
LAKESIDE AT ROYAL PINES
A
A 5vpplemeot- to /mpr olement Plan- Aor Lake5 I`e a R,aydl Pin---,3
C Av`N J�% No2Tt' ,_ r.. .r
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CI19I, EN4 1.Vh1,`tkfNf,.IANU JYIii'Ki.Of']ILA1'.PP.4.Ti•.['I' Vl.'L .1C F.A (I:A'1'
�4. AL � Q P.O. Box 1309. New Bem. NC, 2836;
1 47,:� N ua.w.ThumasEnfinccrit>�J'A.ttin
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Q(j•.' 2526 27t7 Fax [phone]>WN
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.fr A5 NOTED DATE: 1 1. 1 5.2010
PROJECT # 9802E .,'EET: 2 of 6
70P LES�L LIP C"I> t3o"m
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CR055 5ECTION5
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CURES OUTLET SWALE MODIFICATIONS
SEAL s
FOR
-438 ?
0
LAKESIDE AT ROYAL PINES
ti
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1014
147\
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-011-; 252: G3727? Fa. 252:636.2445
SCALE: 'V T.5. DATE: r I 1 5.2010
PROJ=GT If: 98026 SHEET:. 5 of 6
°Ci-C� tee"
15 Jf:`> i ltr 4
CONCRETE SWALE ELBOW - SW I
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DETAILS
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SEAL ^ 9 M
=
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LAKESIDE AT ROYAL PIN ES
++r w ila'x C'
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PROJECT #: 98U2G SHr.EI �- _" G
LEGEND
EXISTING
10 S_WF2 LINE
FXISTING 6 SEWER FORC-MFliN LINE
-X,ST=NG
R' '.NAME -INE
FXISTING
10 SEWEF I INE
EXISTINGF•' SEWER EORCEVAIN L'.NL
EXS-ING
T' r. :7fR 'LINE
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EX.STING
2•• WAILR UNE
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i
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FIRE HYDRANT
GS � vA VE ?i 3CX
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TEV--ORARY SEDIVEN- TRAP
CA Cu 9ASIN
-
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TEMPORARY SILT FFNCL
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_ PROJECT R_EV1510N5
NO. DESCRIPTION I BY DATE
CRAVEN WATER COMMENTS GT 3.05.04
2 NCOOTCOMMENT5 JGT 5.1704
3 NCD0T9EV15/0N5 JGT 722.04-
4 B/D DOCUMENTS I JGT 2.09.05
5 5fC. 11 3, 6 4 WATER AS-BUILTS I JGT 3.0 / .OS
6 5TORMWATERCOMMENT5 JGT 6.0/.05
_7 STORMWATER REVISIONS JGT 2.01.11
DEVELOPER
ELL15 DEVELOPMENT COMPANY W i
7001 JEFFREY DRIVE
RALEIGH, NORTH CAROLINA 27GO3 W ^17,
OWNER
LAKESIDE AT ROYAL PINES HOMEOWNER'S
ASSOCIATION, INC.
130 IfL5 LANE u
NEW BERN, NORTH CAROLINA 255GO r 1
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A. W
P.O. BOX 1309 - 401 HOWELL ROAD, A
NEW BERN, NORTH CAROLINA 285G3
OFFICE: [phone] FAX: (252) G3G-2446 A
-
LCFINAL DRAWINGS a
Released for permits only, ' w •
not released for construction. Ul) Z
att,nnurr,r aatao011A'
GINEF� ���x 0< W
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CAR�v~` o 1 N P F�
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CURB OUTLET 5WALE bfTAIL5
SITE -IMPROVEMEN1
S C�
for
LAKESIDE
AT ROYAL PINES
"A PLANNED UNIT DEVELOPMENT" L�
TOWNSHIP #6/CRAVEN COUNTY/NORTH CAROLINA < 2\
SCALE: AS NOTED DATE: 02.01.04
PROJECT #: 98026 SHEET: 2 of 3

JB 38 �� i` / / 1�1 V= 25.23'
CPP ft- �__ - -] LEGEND
36 �t / `3
9.39 t /
0 r�
--
PE I 'L,R'FN I POOL � � � � 8 ��-� / / i v EXIST Nc C 5 'l R -NE
F�O I \ 1-'. (\\\ \ \ EXIS, ING 6 SEW R FC RLFNAI\ LNE
1 7 40Lr 36" CPP I A _
EXISTING 8 WAIER LINE
JEXISTING IC SEWER
-- -
\J �IDER EE ETAILj EXIS-NGe SEWER �ORC_MAiN .INE M
� AP I t - I I W
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trnERG�NCY ovER�Low -9
WIDTH zoo TOCB28. _ It
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I
o8a � � / - I G � � EXISTING 2' WATER LINE
2 • . RIPP LWED w ( FORE BAY - '
E� 00,E SiORM6'VATER / OVLP' OWY w.1, CULVERT M
/ ELE.00' I I �I�
18 00„� POND # 1 / / - VVID ,- G.OG' I I NN ➢ \ SEWER h ANHOLE
00
✓' / �R I I/� PH FIRE HYDRANT UV
'D I Li
A / 00'Y9 , ' 6 I I I - I .. GATE VALVE & BOX
Y
I SEDIMEN_ TRAP
TEMPORARY �1J
-_I I � RISER !SEE 7� i W fl �(
❑ rl T
� � � � / / _ CATCH BASIN
FLOW ARROWS
1, ro I -'.--T TEMPORARY SILT FENCE h�
�-VEGETATIVE sFIELF 0 �. � I �g5,
STORMWATER 1086
1 /
- /� \ POND # 2 I 2 00
10.0
1 J I 2.00 r �.
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,��� � QQ �• � � �o.00' 1 � � I I � LJ F1
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10'.70' SIGHT TRIANG-E H
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INV= 3. 3'
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A I I 11 0
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vg \
zo to 0 20�
A \ PROJECT REVISIONS �}
I A \ NO. Of5C9lPTION 5Y DATE
TOP
OFVEGETATIVE\ CRA fN WATER COMMENTS JGT 3.05.04
_.
I
I
TOP BANK SHELF I \ \
OF VEGETATIVE 5' 15.00' 6' 18.00' 6' 3' 6'--� 2 NCDOTCOMMENTS JGT ', 5. 1704
BANK SHELF l
s' 2250' 6' 8a0' s' 3' s' I VEGETATIVE SHFLA \ \ 3 510190 UMIvT5 JGT 72Z04
4 B/D DOCUMENTS JGT 2.09.05
I I \ \ 5 SEC. 1, 3, 6 4 WATER A5-50tT5 JGT 3.01.05
PLANT VEGETATIVE SHELF IPRA� LINED \ 6 5TORMWATfRCOMMENTS JGT 6.0/,OSEL29.00' WITH CATTAIL (TYPHA SEP.) MER EPLANT VEGETATIVE SHELF OVRF I.7 5TORMWATER REVI51I JGT 2.0/.EL29.00' WITH CATTAIL (TYPHA SPIPSTCOWE EL. 26.64' s 4�Ep
LEI✓-
WIDTH zo_Go'
3 RAGE EL 25, T.: , PERMANENT POND EL. 24.00' s I \ \ \
-�, TOP OF BERM EL. 23.00
PERMANENT PC', 2250' O
DEVELOPER20
1 TOP DF BE-n 20.50 - EL. EL.
3 F_ o '' ELLI5 DEVELOPMENT COMPANY •
o EL 23.00' � 1 _ I i I o EL. 17.00'
FL zz so' o RALEIGH, NORTH CAROLINA 27G03
o 7001 JEFFREYDRIVE
EL 21,50 � 1 1(- 1 p � 1 -o I' r 93 4' \
o EL. 15.50' FOREBA I' III -o POND
FOREBA o POND o -- _ -- - - -
O EL. 17.00' - -. --
EL 15.50' RIP RAP LINED BERM v� J PERMANENT POOL OWNER
LAKESIDE AT ROYAL PINES HOMEOWNER'S
P IN BERM RIP RA LINED
TRASH RACK WITH " ff a --------- - - ASSOCIATION, INC.
CROSS SECTION B-B ANTI -VORTEX PLATE & TRASH CROSS SECTION B-B ----- --- -_ 130 EL5 LANE 0
NTs. GUARD NiS NEW BERN, NORTH CAROLINA 285GO 1�
STRAP-fflfflfflill �, 4' .. STORMWATER POND 3 W
TRASH RACK WITH CONSULTING ENGINEER
ANTI -VORTEX PLATE & TRASH 6^f r - a0'-o"
GUARD s° PVC SCH. ao TRASH RACK WIT -
STRAP THOMAS ENGINEERING, P.A. W
STRAP- ,- i. ,�.71,§ GUAANTRDP.O.
PL s TRASH P.O. 60X 1 309 - 401 HOWELL ROAD. Q
VEGETATIVE NEW BERN, NORTH CAROLINA 285G3
6 EL. 24.00'
6" PVC SCH. 40 / 1800' SHELF 1200 STRAP EL. 5.50' -36" BCCMP 60LF W FES
DRAINAGE OFFICE: (252) G37-2727 FAX: (252) G3G-2448
6" PVC TEE EL. 22.00' EASEMENT 6" PVC SCH. 40 .
EL. 21.00' 8" STUB-1
EL. 22.50' W
-36" 3C-'dP 60LF W/FES CAULK OR SEAL -48" BCCMP
/ WATERTIGHT 2-30" CMP 60LF W/FES FINAL DRAWINGS
EL 2.5 ORIFICE CAP I ° ° PIPE EL 30.00' WITH S SPP.) 6" PVC TEE EL 24-SJ'
6" PVC TEE DRILL ,-3 4•' Released for permits only,
DIA. HOLE -
EL. 20.50' 8" STUB
CAULK OR SEAL -qg" BCCMP 12 ( p y>
WATERTIGHT PIPE POND 3- ° CONC. SLAB EL 24.00'
IfIGE,tAP EL 22.00 8 STUE _
not released for construction. Z D('--H�Z'L�E ° ° a EL. 17.00 =�, STORAGE EL 25.50' WATERPG-_S 48 BCCMP
2" 6'-0'ORIFICE
POND ° -coNc PONDDRILLD . OLE 3P PIPE
10 PERMANENT POND EL 24.00'i ~
EL. 15.50' ° DETAIL ) EL. 24.°2• 3 EL. 19.00' 1 I4 -- CONC. SLAB �` GINE'p �rrrO� s`C'ARO E
il- `.wt.`` n 11 11 r 1 r
6'-0' N.rs EL23.00• , POND EL 20.00 ° : �,v J ; O4,
roP4tP012A'', G�°p
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OF VEGETATIVE 5 " � $SS/
BANK SHELF TOP �? Y
5' 22.50' 6' 18.00' DETAIL`O a' - - E L !_ ~
OF VEGETATIVE =g
DRAINAGE N.rs - 5' 15.00' 6' 18.00' ff ff - _ - t 4-
BANK SHELF
EASEMENT = e _ SEAL = a _ I -I
DRAINAGE CROSS SECTION I DETAIL c-4sa
EASEMENT N_LS
- Nrs VEGETATIVESHELF C✓AR�y:
PLANT VEGETATIVE SH LF 18.00' 10 12.00' 4' 3 4 '�O� 1 98,3 * `�� G
EL. 29.00' WITH CATTAIL (TYPHA SPP.) PLANT VEGETATIVE SH LF r''rlunulil��� '�1111 1�\ M
EL 29.00• WITH CATTAIL (TYPHA PP.) W H
STORAGE EL. �5.2,' 3 , A STORMWATER P NDS
PERMANENT POND EL. 22.50' -T1 PLANT VEGETATIVE SHELF r�
PERMANENT POND EL. 24.00' EL30.00' WITH CATTAIL (TYPHA SPP.) - --- -- -' -- --
EL 22.50' EL. 15.50'
SITE IMPROVEMEN
EL v so' �, POND EL. 2q.00'
EL 17.00' 31'
EL23.00' 3 , POND STORAGE EL 25.50' rOI„
1 PERMANENT POND EL. 23,00' /I
TOP OF BERM EL. 23.°° LAKESIDE (/
CROSS SECTION "A -A" EL q°° 3 0�
EL. z3.00' 1 r EL 19 00 AT ROYAL PINES
NTs. CROSS SECTION "A -As FOREBA -I POND 'A PLANNED UNIT DEVELOPMENT"
=o� TOWNSHIP #6/CRAVEN COUNTY/NORTH CAROLINA
RIP RAP LINED BERM]
EL. 19 00' _ _
STORMWATER STORMWATER POND o 2 SCALE: 1"-20' DATE: 02.01.04 L <
CROSS SECTION 1'0-0" PROJECT#:98026 SHEET: 3of 3
N. r.s
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