SW8070208_Approved Plans_20070309

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TIMBER CREEK'P NTATI
4
CKWO
K CQUNTYL
OD FOLLY TOWNSHIP, BRT�TSWIC,NC
ER:
TIMBER-BROOKt INC.
211 NORTH FIFTH AVE. :.
WILMINGTON, NC
TRIPP ENGINEERING P.C.
�3
J
419 Chestnut Street
M r
Wilmington, North Car olina 28401 d
-----
Phone [phone]
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Fax [phone]
C 2006 TRIPP ENGINEERING, P.C. _
-
SURVEYING
y g' Ts IDS _/
aN. PROVIDED BY S DO
,
INFORMATION
N AS P
_N DARY
INFOR
ON NC
,rhr H WILMINGT
NORTH RTH 5T
1�
CONTROL
Cl CORNER
CURVE TABLE
CURVE
DELTA
TANGENT
RADIUS
CKBEARING
CHORD
Cl
5003' 10"
65.96
1495.00
S62'363'41 "E
131.80
C2
11.56"52"
264.75
2530.00
N66'03'32"W
526.62
C3
9'33'56"
416.67
4980.00
N76'48'56"W
830.44
C4
38*24*53"
17.42
50.00
S41'59104"E
32.90
C5
26056'39"
11.98
50.00
S 10' 10920"W
23.30
C6
13'08'35"
33.88
294.06
S25' 19'23" W
67.31
C7
73'08'37"
113.39
152.83
N69'3455"W
1 182.13
LINE TABLE
LINE
BEARING
LENGTH
L1
N11'51'19"E
1.54
L2
N67023'26"E
18.80
L3
N85'07' 14"E
21.16
L4
N80'40'09"E
20.81
L5
N 13'43'21 "E
39.63
L6
N084'24'52"E
17.70
L7
N01 `28'45"W
33.26
L8
N 10'49' 12"W
31.96
L9
N56'4252"W
47.00
L10
N28'11'20"E
34.15
L11
N48' 13'55"E
40.06
L12
N31 *55'24"W
52.24
L13
N 14'03'40"E
39.20
L14
N22'43006"E
22.71
L15
N00' 1247"W
57.85
L16
N06'5658"W
64.50
L17
N71'48' 12"E
51.62
L18
S55'51 '44" E•
.` 78.98
L19
N27'41'00"E
78.65
L20
N55'08'33"W
74.95
L21
N40'33'24"W
53.05
L22
N28'00'48"E
204.31
L23
N5T22'33" E
. 96.78
L24
N 15035'34"W28.82
L25
N43041'53"W '
:27.01
L26
N70'40'34"W
97.65
L27
N 1 T i 9'07"W
76.34
L28
N 10'00'46"E
67.65
L29
N30'08246"W
65.44
L30
N44'40'51 "W
53.28
L31
N21'02'54"W
104.85
L32
N39'48'25"W
64.39
L33
N 1 7*4W58"W
26.58
L34
N37' 1252"E
111.40
L35
N84'31' 14"E
44.68
L36
N35'4538"E
42.28
L37
N26'09'47"W
57.50
L38
N24'33'09"W
35.23
L39
S85033'55"E
15.00
L40
N66'54'01 "E
'55.36
L41
S44' 1544"E
70.01
L42
SOF54'20"E
33.95
'L43
SO4`56'01 "E
90.59
L44
S51'29'28"E
52.93
L45
N82'26'39"E
20.64
L46
N64'02'48"E
65.65
L47
N59' 15'36"E
74.53
L48
N26'06' 17"E
45.55
L49
N15*21'29"E
33.74
L50
N36'00'45"E
68.76
L51
S4702833"E
110.05
L52
S83'38' 17"E
30.07
L53
N53'47'59"E
124.48
L54
N00'2456"E
83.84
L55
N83'33'35"E
20.00
L56
S42'15'32"E
60.72
L57
S00'1936"W
93.38
L58
S75'56' 19"E
110.38
L59
SOO'58' 14"E
124.92
L60
S66'25'43"E
54.93
L61
N72'24'03"E
46.47
L62
N58'22'01 "E
95.36
L63
S62'56'31 "E
20.22
• L64
S77'51'57"E
117.15
L65
N55'52'56"E
67.75
L66
N73'22'01 "E
112.68
L67
N87'29'36"E
117.52
L68
N62'02'53"E
110.48
L69
S61' 12'05"E
70.55
L70
S14'4454"E
146.99
L71
S02' 14'09"E
72.08
L72
S43'31'10"E
62.45
L73
S58'21'46"E
89.08
• n
APPRUVl-yj4-l
AL
INDEX MANAGEMENT COMMISSION
COMER W BOUNDARY
I 0 OF ��9EP EAU Y
Cl & C2 SITE GRADING, DRAINAGEEROSION
CONTROL, STORMATER MANAGEMENT ANDUTILITY NS
C3 DETAILS
F T'
e
i D A4,T E P R i
�v
MAR 0 8 '
LINE TABLE
LINE
BEARING
LENGTH
L74
N88'07'39"E
14.66
L75
N44'53'43"E
160.96
L76
S56'40'53"E
69.48
L77
N63'04'42"E
74.62
L78
S5702742"E
91.81
L79
S 18*53'59"E
122.45
L80
S32' 11 '43"W
60.36 .:
L81
S09'47'09"E
82.34, -
L82
S 18'25'23"W
72.55
L83
S28'5827"E
45.05
L84
S87'05'36"E
42.01
L85
S39'45' 18"E
114.45
L86
N35'22'21 "E
68.62
L87
S87'18'55"E
42.99
L88
S77054'37"E
58.34
L89
S44'04'31 "W
62.45'
L90
S28'51'50"W '
43.08
L91
S44'42'49"E
72.04
L92
_ N36'01'22"E
28.79
L93
N82'10'00"E
61.46•
L94
S80'5849"E
30-98 '
L95
S62'22'36"E
47.18
L9.6
N7001 1'49 "E
18.43
L97
S1 T45'27"E
57.76
L98
S48'23'21 "E
19.42
L99
N71'3235"E
48.93
L100
N76'42'59"E
127.40
L101
N 16*08'01 "E
64.31
L102
S42'02'46"E
62.91
L103
S36'22'24"7
55.55
L104
S27'34' 16"E
47.6
L105
S75'46'22"E
53.10
L106
NO3'05'39"W
17.04
L107
S85'47' 14"E
32.62
L108
S20' 17'51 "W
11,09
L109
S30'52'45"W
50.59
L'110
S56'59'41 "E
11.70
LINE TABLE
LINE
BEARING
LENGTH
L111
N71'25'32"E
60.95
L112
N5T42'29"E
42.55
L113
N73052'09"E
49.36
L114
S66' 17104"E
43.23
L115
S18041'41 "W
55.56
. L116
S28'06'37"E
60.03
L117
S67'36134"E
57.24
L118
S21'42'32"E
108.11
L119
N63'24'11 "W
156.47
L120
N88'43'08"W
109.25
L121
N46'50'44"W
290.19
L-122
S79007'36"W
95.73
L123
S56' 13'30"W
140.67
r L124
N78'00'38"W
67.55
L125
N56'29' 11 "W
84.29
4 L126
S45'01'52"W
68.67
L127
N01''35.46"E
116.06
L128
N590`11'49"W
22.93
1129
N 13'08'05"W
100.81
L1-30
N87'05136"W
22.51
i L131
N28'58'27"W
80.56
L132
N 18'25'23"E
79.26
L133
N09'47'09"W
36.63
L134
N69' 13'00"W
189.20
I L135
N83`32'45"W
109.80
L136
N44''30'58"W
46.19
L137
N58'21'46"W
93.01
1 L138
S38'37'29"W
164.13
lF L139
S79001'14"W
174.73
L140
N74'02' 14"W
365.84
L141
N89'28'48"W
181.87
L142
S49'41'19"W
198.89
L143
S59'50'27"W
134.9
L144
S28' 1245"W
64.00
L145
S58'2211O"E
122.78
L146
N63' 11'49"W
134.29
L1-47
S39'04'38"W
246.27
L148
S49'26109"W
157,27
L149
S40'22'41 "W
142.33
L150
S23'07'32"W
187.23
L151
S10'49'12"E
15.47
L152
N88'31'24"E
161.39

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DATE 3-08-07
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DESIGN PGT
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DRAWN JRW
W410 'j
SHEET 2 OF 3
Q6119

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Date Description By
� �% � -
- �-- • • SITE WORK NOTES
�.__
- ^,�,-,1 5�0-11��II fZ_
SOP --� j ► '-' ' '- �- A A 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
_ T1 ` (-' > Z 2 CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
N - `�.• �� JI I- •' :� I - • 1 S • -_ 1- `� - �' ASPHALT PAqw
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
-I I I-- 1 S -1 �`-" i �- I '--.- CO/d - !-' ' ' I .�' SF'0.lf�A OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
L �p -I �= I a' 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
5 ,_--. ,III _ _ �`-�Ii_�' - -, •' 1 4':1' "• •
r � ; , d,: .r.. I ; � ~I i � � � I� W VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
, 4 - I ( �� ¢ . ' ' 'mil (_ ' ' - W MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
`� "S „1: -
aF llll' � �= ' '-I 1-""� ' to 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
i.�`�F • 1
,� REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
'1­11 I'll
_ 2' RCLL CURB 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
�� , ' • a MAR!• BASE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
`__ .. 6. FllL AND COMPACTION SHOULD COMPLY WITH GEOTECHNiCAL REPORL
7. ' THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT 'REPRESENT A BALANCED
TYPICAL
TYPICAL
BRAS
S SWAL r Rou. CLua6 �4 SE��Ir EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT ANDA� S S
SALE GR:
- NOT TO SCALE FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
• NTS WISE COURT AMBER LANE 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE •
NTS • : SEE PLAN
PROPERLY PERMITTED FACILITY AS REQUIRED.
FALCON VIEW COURT PUG COURT 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
• FLAGSTONE LANE SPIKE COURT EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
• AMBER LANE WICKET COURT IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
/I LUCY COURT RUFUS COURT EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
* .* NOTE: SWALES TO B E CONSTRUCTED, LINED WITH LAIL COURT DAMS BROOK COURT THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
NOTE: S WA L E S T O B E CONSTRUCTED, LINED WITH ALcoTT COURT LENTz cou RT 1 o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
EXCELSIOR MAT AND ALLOWED TO STABILIZE EXCELSIOR MAT AND ALLOWED TO STABILIZE SEE PLAN REcoNNECTION AND/OR THE RELOCATION of ALL EXISTING UTILITIES WITH
ALWOOD COURT BARB BRANCH COURT APPROPRWTE PERSONNEL
ANY IMPERVIOUS PRIOR TO CONSTRUCTION O F ANY IMPERVIOUS IVY RUN 11. EXISTING SURVEYING PERFORMED BY AND SUPPLIED BY THE OWNER.
PRIOR TO CONSTRUCTION OF FILTER FABRIC 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
SURFACES = SECTION A A (M I RAFT 100 X OR THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
SURFACES APPROVED E UAL PRIOR TO INSTALLATION.
. Q 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS . OTHERWISE DIRECTED BY OWNER..
ENERGY
DISSIPATOR.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVERVARIES 6'-8' MIN. AT FINAL GRADE.A�LIR.15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
NTS METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
_ - . STEEL POST OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. 0
- WIRE FABRIC A 24' ASPHALT PAVEI�N 16. ALL PAVEMENT, BASE AND SUBGRADE SHAM CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS I'�"4
l,,y _ m FILTER FABRIC 2' SPILLWAY .. 4':i• . � • OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
. , . . MIN. 12-1 /2 GA. o &MM, z
TO MAINTAIN SAFEt1f AND TWO WAY TRAFFIC:
��" INTERMEDIATE WIRESI 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
1­1'£ i M ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
W_jtit 2'1 SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. w
&..q t:
�vw°, SIP� ` x a _
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS 1{i WITH RUBBER' GASKETED JOINTS
" Mom• �� r ROIL Ct�B AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL 8E A
I CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
. A
,� ANCHOR FABRIC SKIRT
Z' ROIL. Cm 28 ROAD SECTION DETAIL NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
o o AS DIRECTED BY ENGINEER UNDISTURBED NIGHT REFLECTING.
5 �, ;e, ih a. SUMP CHANNEL BOTTOM NOT TO 20. DUCTILE IRON SHALL BE CLASS 50.
I I I I BOTTOM
p �+� FLAGSTONE LANE 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM' COMPRESSIVE O
v
,•
�� �'`11 �' ' CRoss SECTION PERMANENT sal REINFORCEMENT INSTALL LEVEL AND FLUSH TREEUNE LANE STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
z i p`"vT � `
cp MATTING (PSRM) 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
u W PIPE O R D ITC-1 BY THE OWNER. FURTHER ; 8 � p �. -
�J W/ NATURAL G RO U N D
R R TESTING REQUIRED DUE TO A FAILED TEST WILL BE
�� NOTES: • PAID FOR BY THE CONTRACTOR.
IW4
' F `: 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND L OUTLET 23. SEE GEOTECHNICAL REPORT N0. ,DATED, BY
'`�111_1111 SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
FOR ADDITIONAL REQUIREMENTS. T 1
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a - Td-;"v''np f :: 'tin
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_`'` SPACING. • „ CONSTRUCTION SEQUENCE
: } '� f' q 6 3.75 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
�x t � 4. 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
N 'H A
}$x 36 IN WIDTH. FABRIC SHALL BE FASTENED W
' EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). . ;
.
r "t� ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE 2" -�`� �'�- " .25" 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED ul
: q R21 T P F INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. -
M ENGINEER. STONE SECTION AAA 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
r .- �r'' ` ' CURB BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE SILT FENCE CHECK DAMS ETC. z
INS ALL SECONDARY EROSION �� -�
3. STEEL POST SHALL BE 5 -0 IN HEIGHT AND 8E OF THE TALL SON CONTROL MEASURES ` q �I SELF -FASTENER STEEL ANGLE TYPE. NOTES: L ES AS SOON AS POSSIBLE AFTER BEGINNING
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST, B _�._ I R9.25" CONSTRUCTION.
SUMP sEcoNDLY. 1 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.1:4
2. W LL 8E Not LESS Tj0�p0O�M OF SPILLWAY W D -2-- SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5' FEET OF SEDIMENT HAVE
1­1TEMPORARY SILT FENCE pq
W --�•- ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
3. SPILLWAY DEPTH SHALL BE ONE FOOT. MIN. TYP.
NTS 4: STONE FACE SHOULD BE NO LESS THAN 6 INCHES p 0.25' CLEANED OUT AS STATED OR WHEN HALF FULL
�F MEASURED PERPENDICULARLY FROM THE FACE SQUARE PREFORMED 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN w
OF THE LARGE STONE SCOUR HOLE (PSH)
U " DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER .
i;
5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF 2 6 FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
1800 CF OF SEDIMENT STORAGE.
" 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS I u
r ~ S. DEPTH OF SEDIMENT IN SUMP WILL B CHECKED AFTER EACH
%STORM AND CLEANED AS NECESSARY (MIN. ONCE EACH 6 MONTHS). 2.25 DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
x RIP RAP IN BASIN NOT SEED W/ NATIVE GRASSES AT INSTALLATION
t 7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY ENTERING STORM DRAIN PIPING.
�' ,�,Tfr ;d���.� 3� AS' TO LIMIT SILTATION. SHOWN FOR CL.ARI 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. z> .
�� '" 8. All DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE Of PHASE OF
s f� fl�
z� _�x`
TEMP 0 RARY SEDIMENT TRAP DETAIL ROLL CURB DETAIL ACTIVITY. THIS INCLUDES SLOPES, SWAL.ES, STOCKPILES AND OTHER UNSTABIUZED AREAS.
>zf� rs� 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
�14 NOT TO SCALE 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
"k
%��� PIPE OR DITCH Q
{� PLAN PROVE TO BE LESS EFFECTIVE.
L 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
I� Q/CJ OUTLET PSRM ALL PERMAt�IENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. O
A
��`; . r: "
A © MAINTENANCE REQUIREMENTS
O
18 RCP
.I 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND ommull
1* INATURAL GROUND
_ �...�
.....�.. OPERATION FOLLOWING Y EVER RUNOFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
< �� .�. ALL, ,
"" .:
.r._ _
}�..
r�. ;
_ �, ONCE EVERY WEEK. 1.5 LD ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
- .: :
,� , v .. �''� '�1 . ,v.� } ...,- 50
,.,, .. , - ....
�..�,., STEEL PIPE co PRACTICES AS DESIGNED.
LINERS CLASS 2 RIP RAP �,j _
:,',,`_.,,_"' _,,w H
1.1 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
I,6", 4'-0" {,6"� „ INCHES OF4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED IN TO
4',-,R-"_-"/ I 4_0 __4", ,,,,,,-�''� 12 THICK WITH FILTER FABRIC B THE STREET WILL BE IMMEDIATELY REMOVED. 0
p"', ,,"_ __
-,-,,----,,,--- ,
n �}.
1. llll
x`�. j€,
P�.BI� 2 4
A LI-a
1' TUCK R 50 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET
l� R 2 5' PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. •
GALV. TINE - 1" x 1/8" BEARING L3ARS MAX OPENING 4" �� AT 5:1 SWALES GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
FAST' TYPE J CUPS. ATTACH TO 1-1 /4 x 1-1 /4" x1 /4 NOTE: R TO BE
GALVANIZED A FRAME. MORTAR FRAME TO TOO OF OUTLET STRUCTURE. ATTACH GALVANIZED WIRE
,> ,:, . NO.'S 9.11, AND 13. DRAINS PROPERLY. 0 `
91, „ 3 CLOTH Oj/ER SMALL DIAMETER 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT •
' ORIFICE 8 MESH .020 WIRE 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS T-4
T OF BANK FLOOD POOL 14..0 A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 0
f- . SCOUR HOLE DETAIL 5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET A
111. i 4 BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE co
1 is i C SEDIMENT POOL NO LONGER DRAINS PROPERLYNTS.
... 0
6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
. TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE Z cd
NV. 10.0 ORMAL POOL 10. a �1 7
R 4 / • 5 VEGETATIVE COVER. ��
NV. 10.0
A 93
to � � EDGE 0 R50' 134
3 1 1 PAVEMENT oa o.
sEEDNra MUL,ruRLE W � c�
�6. 4�_0" WIRE SCREEN a�aea.1..�obt�oorl 04 -+-'
`. TEMPORARY CONC. BLOCK CUL-DE-SAC DETAIL (TYP.) 'W (Kobe in '�° °3 0 V-'I
BOTTOM 10.o CURB INLET and comes Pwm o cn
SECTION A - A GRAVEL
NOT TO SCALE d „om- rm,� -� �"� -4-.) -� �o
. SEEDMrG Dr►7ES: � � O 0 � 0
11 DETENTION POND OUTLET STRUCTURE ®®®®z
a
I
Ya.Man. Above aa�aW � F4Fi66 I_MW 1'a .p z c n
co co z
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u 9°a- I
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t', ­O 0 0 0 MI 0 9�u �o m rn (L
a
- -
D BED
REQ'D
LENGTH
WIDTH
DEPTH
PROVIDED
io is
11 Ac
VOLUM E
(FT)
(FT)
(FT)
VOLUME
(cu. ft.)
cu. ft.
I I
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I x - �11,�lallllll'!I, 7,106
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3456
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35
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3
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b U`
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50
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k
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{ �.
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60
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50
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35
15
3
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.
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55
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x x 1
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20
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6552
65
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r 9
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50
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3750
I
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100
80
5
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z
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• - APPLY 4,aQ0 ACIE SIMII► ANCeIOR SINRir B1r 111C10110 wm, A6PilA17: �i g H
SEEDN 9 1�M MALE Olt AA MULCH � • OOL A C VMH N� air NMar =Lr � 0 . P (D �
CO 11111111111111
c J� 3 M+wcE � 0 N
,.-- U- J� COMMON rettrapiatrta 10 � • � v
o GRAVEL�-.WIREVALLEY Q � o ' e°�. . and n, " ft- E=4 d; a r�
o FILTER SCREEN O w CURB BEYOND ,y�.
CONC. BLOCKWm C �Q k s � .
GRAVEL FILTER ow CONCRETE = 3 1. IMM A HOW 000106 DET
w 1:<�" FLUME TCH J E A F= w ee�u� as W W a °� a COW M SEED= MXTURE
p,. ooe� A PBG eetMaiatMet war E nerAc;® ■Rrr a tyow cea�er�aaes. ► .
1 2% SLOPE TO GRAD �.
T _ 6' MI SEMM DATES affam Mutt 140
,.• „s.- E :• - : +' :: APR i - LILY 1a N W NO= AM A SMU-•60031 OAONIa M MAY E
- WIRE SCREEN �°°°°°o° °° �-o-�`o' Q::::a...�j.:�:, � .2. - 3» .,• ,arA�EaF� A�
FILTERED WATER °a ° ° o o COARSE AGGREGATE SOIL
smowa Ntyna
FILTERED WATER OVERFLOW " � m 6/mm 0- RmLm " P� � I�,a'a
OVERFLOW RUNOFF WATER 3 MIN. COMPACTED mm-mw 1a•�tia 1a
w�SEDI M ENT _ STONE...__._
.
.... --TEMPORAR'T" GRAVELLED WL i i ,,CONCRETE FLUME SECTION A -AA= �a s kaFA ;o-, __ • ..,,,
RUNOFF WATER ` CAR ''
w/SEDIMENT -. =t== , I I I I - - . - 1111111 CONSTRUCTION ENTRANCE , 1101 As AM, reawtWOff IMYS AM CM ••.-�, ..
tMlrl A A la AIfCANCHo 100e. A (wAir fMADEd Off TEARY SrMIpR CM E ,Y ` .•••/% i
_I(( -II I I I II. NTS
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_ _ _ I I a • 90 ICI I J
=1 I 1={ E (=h l I I ( 4 -Q a" iMu�'00DCH `A�aioa. AaNc .N""i a Me'iaY"Qciw"' SEAL ;
.1-i1
l SEDIMENT s" 3'-0� s� e� Aa A MiICeI NICrq VOL _
D R0 P INLET W! GRATE aae taMM APR U W& 1" As aRoaim k
tteurmea. war E erow� awrar arrc� A w►tf� A rt� APaewwc� � - � • .
SEDIMENT mm aar � AO Ma. As om m mm 17374 `
CU B !MEET M,E,�H �.11
WIRE SCREEN R A FALL -'WAR %li' •. INS•'
�/ •,.. \`
11
o RMANENT
2x4 WD STUD II ._.rwim
: I _ _ OF �K 1 .o %,,ol RE�•�`��
I I , •• ' '. .• . - to - SEEDING MOMM F&L GRASSI I�ET /0111111► 41 _. M..
I I� I _ ; •. 3 �" _ I I I� c0 TmL Fi m om w m aR
P P LI CATI O N I °oaoo°o4e�o °°°°°DODO°°° °°°° ° _ "a won 0 DATE 3-08 7
SPECIFIC A SPECIFIC APPLICATION I�r�14^°.rr` ?- r -° -° P ° z° ��,� II_ 1 '�" c�°'"� 120
I I� I I I I I I I I I C� _I-' i l-- 1 smoNra °ems D s�cN
INLET LET PROTECTION ! S I t-I I t� I I� I C I 1 I b i= I l 1 I � 1 f 3 _ a ee SEEDN�IG MOTIFS E PGT iI'l I _
THIS METHOD OF THIS METHOD OF INLET PROTECTION !S 3 MONUM-ma.1a�,1a I
APPLICABLE WHERE HEAVY FLOWS ARE APPLICABLE AT CURB INLETS WHERE AN a� - DRAWN �Rw�-111 y
EXPECTED AND WHERE AN OVERFLOW CAPACITY OVERFLOW CAPABILITY IS NECESSARY TO 3" MIN. COMPACTED STONE APPLYLIEAOFr �o�aL,o aRAP r�000-a000w.a. � � g �Ia it
1am=A/ lI�R� AE fA�t taaE aH sAetorrr Alo ts� P �r
IS NECESSARY TO PREVENT EXCESSIVE PREVENT EXCESSIVE PONDING IN FRONT wnw 10.o FOmuumU M 30L MRS OR APPLY �
P CONCRETE FLUME DETAIL t
uewarOrde AND 1,000 uVAaE��a € -
PONDING AROUND STRUCTURE OF STRUCTURE''I
APPtx 4,A00 .�. atwr straw on equuar�lrr Dowse aF AMOria�Jt suo�eeF MIN.CH $ T � � ; g ...�x ,,
. Mi<AeL Acerb r, vam "m AOPF w. ROOta. an How are sr aaMP�- APPLY 4AD g snMw. AHcxrote smw er �crwro woHH i�ea �r.� �� g 9 `"-
E UM W MIN M AA WAH AtCNO M 100L RII aA0tr4 SQ I�RY StA1tpE CM OR A MULCH �Ar(CtIOMNa 100L. A OW wnH NAOts SET kWVAY sReAtoeRaw C 3
U.aD AS A MACH Ammam ra TOOL
.IERO'SION CONTROL AROUND INLETS � POND DETAIL t A CIMM 10 SOL MN aR APRY Dow Mrmooa w .ra+�wer nwwr me rutwWn ::: 7"@dka.y. r.�aw..Nn ao a/oa. SHEET 3 OF 3
I . OR FaR/, ®N AND 40 f1 N FitaM A /Z-Mi. d a1�o en Made M k Ti moNray b «tMnd trnpaary overt
1�_ a�R �REAR AW tie. MW FOMM APFILICO N6 MNOW am ta. SO lb/mm Kabr and ComM Peon
NTS
. NITS WM w i a m NOftt m sfo � w F7� � �� bb F•e a• rwV 061
19
NO MUM OAwdtM AIM &NNO Y. MIM 10 A HOW W m
AL I�tR F � / x L ' ' ' F D
7773
i' �. ° " g a
.
%• e 1 � �

f
NOTES: 1, MARK A. 5T=S, C=FY THAT Th15 PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPCRVISION: N
1.) TH15 PROPERTY 15 LOCATED IN ZONES w' AND AE (ELEV 9) DE5CRIPRON AS SHOO ON THE FACE OF THIS PLAT; RATIO OF PREC1510N A5 CAtCUTATED BY COMPUTER --
i SURVEY REFERENCE ACCORDING TO F.I.R.M., COMMUNITY PANEL
i 15 1 1 O 000+; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN UNE5 PIDTTED FROM cv 7
' # 370295 2039 J, DATED: JUNE 2, 2000 _
j DEED BOOK 207G PAGE 1253 �� W E
2.) NCGS MONUMENT NOT FOUND WITHIN 2000'. INFORMATION REFER; THAT THIS PLAT WAS PREFAB® IN ACCORDANCE WftH'iliE STANDARDS OF `�`��� ���, 502
DEED BOOK 905 PAGE 369 �� �� S
l 3.) AREA BY COORDINATES. PI�ICTK;E FOR LAND SURVEYING IN NORTH CAROUNA'; W� MY ORIGINAL SIGNATURE, UCENSURE 1sa 5uppi
MAP BOOK 7 PAGE 26 NTAL.••.-
4.) ALL DISTANCES ARE GROUND HORIZONTAL. NUMEfR AND SEAL THIS 29TH DAY OF A.D. 2006.
MAP BOOK 34 PAGE5 369-371 5.) WETLANDS MAY NOT BE FILLED, DISTURBED, OR ALTERED IN ANY WAY = S E L
UNLE55 PROPERLY PERMITTED BY THE NC DEPARTMENT OF ENVIRONMENT — _ 17 Lennon SITE
AND NATURAL RESOURCES AND/OR THE U.S. ARMY CORP OF ENGINEERS.
� � : � L_�,;� \�\ Crossroads
�. - 9
FD =,may •� sL,. G',: �/ 1504
HOC\�.�
\ MARK a sroacs % A. 5 /
vQC,'� 0 ¢Got ; � 1r� N.C. PL5 No. L-3658 �110 �i
WINDING
RIVER
LGO
WETLANDS "A' 4 "e
24.99 AC± LOCATION MAP
p 41. w NOT TO SCALE
NOW OR FORMERLY �
L140 \ \ HEWETT sue,
690000.105 a'
c9 '
DEED BOOK 429 PAGE 892 '
CERTIFICATE FOR U.5. ARMY CORPS OF ENGINEERS
THIS CERTIFIES THAT THI5 COPY OF THIS PLAT
0 B20
\�O B30 T/ ACCURATELY DEPICTS THE BOUNDARY OF THE
s /4p, p MBFR C� JURISDICTION OF 5ECTION 404 OF THE CLEAN
' 00 ` ` p S `-� FK WATER ACT UNDER THE PRESENT LAW AND
�`Z� Ll00- REGULATI,ON5 AS DETERMINED BY THE
ND5.8" TOTAL WETLANDS = 27.38 AC± ��' `t' ° , UNDERSIGNED ON TH15 DATE. UNLE55 THERE
tines a f,E� 4 �2� 0.88 Ac± 2�0 �� o AC±C TOTAL UPLANDS = 83.G I AC± ° 12� ( J 6 A CHANGE IN THE LAW OR OUR PUBLISHED
0 TOTAL TRACT = 1 10,99 AC± \ L 1 / REGULA11ON5. THIS DETERMINATION OF SECTION
NOW OR FORMERLY / CG 2y` c9 �-- 404 JURISDICTION MAY BE RELIED UPON FOR
CLEMMONS ,/ r 2 r- \ ��'S L 1 18 A A PERIOD NOT TO EXCEED FIVE (5) YEARS
I G90001 201 ` 2% 510 G i /C7 .
/ t3(.�? �� CONTROL FROM THIS DATE.
DB 1543 PG 29 \ {
/� O D7 r r
_ ¢? { WETLANDS D / A i /E 1--- • p CORNER
4::� �0 { 0.54 AC± / r% E37
(1 VOcY DI I / x
{ / / O CORPS OF ENGINEERS
01) r{ L265 p
3 \ \ 2 { 4�e f Ns �� DATE
D I A)17 / F37
� / Wi I LANDS 'P i��� I G90000105
o\��� fah 0:29 AC_ L345 sfi G3 DEED BOOK 429 PAGE 892
j � / AU 134
Iv
o p ( / / Gr ON m �� A I o I �\ { / / 0 WETL 4ND5 r
c()_ cs
�Z�� 581 °35'54"E 1061 .88' C3
30 O
BRIDGE OLD LENNON ROAD / s
}----�--- ----- --- --�-- -- s­11F -1� 70 l o' Val
57 58 %
/ (�.
/ 59 / /� { j �, �� ' �- ` ,` C2 '�7 Lod s - 5
(5.
5G GO G4 G5 GGIll G7
IN,f 62 { { t 29 24 ` r '1
55 , f \ t l --.� { �i 26 / 25 ` 23 { 22 / 21 1201 ` �' VVETLANDS+H
61 _ _yam -18/
17/
\ ' / 35 / 14 �. U.5 L3,74
i / \ 71 { 70 { 69 de 68 31 61 %�'�- ,/ / 13 .°F ..
59
53 \ 72 \ { i ` \ 32 33 34 ! l /58 1 \ ` �6� H39
\ �` / 36 62 ,,(,_ .,,( / 57/ 56 12 .�``
J 754
J 63 _] 12 W7`TLAND5 'I"
PALMETTO CREEK
� 52 �
74 1 75 76 J 77 / r \ 44 \ 45 53,, I 14 / -.. �267 �� es 0.02 AC±
49 / 78 5U Dlvl5l0N G4/ \ / 46 Io / \ - 15 .sue, of 43.35'
\ / 12 (TIE)
---i - ---_� _ _ 65 43 _ 52 ` 9 t5
LEGEND \ �-- MAP 800K 34 PAGE5 3G9 37
. - \ ---- _
51 � � � - \ � 47 9 �"' � 16 �'' �• CONTROL
Q OLD IRON PIPE 50 `� �38� 'l 42 _ ,- 51 It it :�1 'c © CORNt:R
• = LIGHTWOOD STAKE ~--80 \ 39 48 E
/ \/ 49 { 50 I Q 17 /i C 2 2 { 23
CENTERLINE i \ N. 40 / / \ \.�' �\ '
,5p
Q -- MAG NAIL /
\ � 82 / �' 1/ 2 3 5 1 6 �, / 8 / 19 \
/ ''�� _� , -4 , / ' / ,� \ 52 53 24 25
Land ProgectATIMBER CREEK PLANTAT1ONWw jV50CINDARY.z9, zooG
dwg
..
MARK A. STOCKS, PIS, Pc WETLAN D5 MAP OF
DECEMBEIz SKEET I of �
200 0 100 200 400
PROFESSIONAL s��Rv�oR
I Of Ti�1E
LUC�Y
J. LENNONDIV15ION
L��TRACT
21 1 NORTH FIrM AVENUE
WIL.MINGTON. NC 28401
MAP BOOK 7 PAGE 2(; I i NCH = 2O©���T
phor+ec t91 O) 763-8124
© MARK A. STOCKS. PtS, PC DECE
fax: (910)7G3-8458 LOCKWOOD FOLLY TOWNSHIP 13RUN5WICK COUNTY, N.C.t ! �h ;
- ema11 : 5toc *IandQt)cIIsouth-met -
AF17

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-
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i
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014-NOT TO SCALE
.
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0 N SPACEI 0 0
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11 I . Z w � 0 Acf
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- 1690000105
• w w w� w w w w w w w w * w w \\\\\� = ---* w w w w
/ \ \\ \ \ �-- - ..�- -- - a-�&mq
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_ W w w w w 'k w * w w w w w �/ / \, " � - / - - -- - TIMBER CREEK P-4
✓ w � �/ - \
. w w w w w w w w w /// R� ---; - -- _,'� Z E
w w w w w w w w w w w w w w w % \ /-- '\
w .� w w w w w w w w w w w w w w w w w w /// I\ \ \ /�
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w w w w w w ' w w w v w w w w' w w w w w w w w w w w .► 6/ I I\ / \\ \\ I NV 20.0 '-''
0 w w w w w w• w w w CONCRETL FLAME w w / I I p 56 CONCRE�'6,\ E » �%�
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w w w w w w .v w w w w w w w v. w w w w •v w w w TST �►NQ. ' ';� w w .►' .v w / /i� r % / 50 • �g / ,.- `�� / �,\\��� \\ - 41 w / w 1.5$
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/ / �, F 1 1 a c I t / W �\ / / ,/
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r C PROPOSED STORM DRAIN _ \ � _ 'CYST NO. 9 ---�- 2
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{ s-11
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REVISIONS
o.
,._ .. N Description ( Date P BY
--J
• �- -- _ _ - - W E
__-- 1542 � S
,�2 ��S1
Cl ,.0 pp,
n
Lenno
SITE
Crossroads
04
TIMBER CREEK
.
LOCATION MAP
..
NOT TO SCALE
NSTURZ CONSEWANC4Y FQFEST*
/OPTN SPACE. ....
4 ` 6-01 AC
O
------------
y y N/F HEWETT
. t'to� �, 1690000105
r
LEGEND
x �\ � -
s - _ - _
_—_ — _ TIMBER CREEK EXISTING CONTOUR
19
29.63
EG
EXISTING SPOT ELEVATION
Fq
PROPOSED SPOT E Z r94
LEVATION
fi 3 56 \\
r o �
15
�r \\ DROP INLET w INLET PROTEC
13,
33= STORMWATER RUNOFF DIRECTI I(D
Ft
nN
CONCRETE AREA
50
WVLAN
DS
OPEN SPACE
(175) LANDSCAPING w AREA
ATEb V . w&LANbS�� -i i-� \ \� �Y • �Y j w
,4r �� \ \\
F B.S. \ \ WA WAY y .� �. -.-
} / --�-' �1 1� \\\\\\ fl , �,��.,��� t�q LIMITS OF DISTURBANCE
4 - / 1 1� i t � \\ ,� �, �, �, �, 0P,,EN 5PAC� . .� .�/if1 41
- y - W
11 / \\_ _
x TSF x TEMPORARY SILT FENCE �+
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/
� W ----- W -- PROPOSED WATER MAINSS N!PW
15 3 / \`\ � �� % _-" % .__ �_ .; .�—....__... ` ,,��• � /j / � \ —�� \ � ,..- .....- _ .� � \ SS PROPOSED SEWER MAIN.
� l l \ ,4 � \ �� � --- `- — -- � `- .,'i� / / / � ,.. \ •- SD — SD PROPOSED .STORM DRAIN
14
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v- \52/ \ �- �i /1- \ \� \ ) / {, r \ \ �QNCI \\ WALKING TRAIL O
WETLAND AREA TO BE .FILLED 1508 SF fu�
0 v�moo-
'� � � \ �. ` � �.. � \ \ 24 FES INV 9.0
(4
W 10X15X18
OPEW OE NOTE: SCOUR HOLD TO BE PROVIDED AT ALL
\ OPEN _ /
v �. � fit• 3
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8 l l l \ b, 1 \ 1 PUN v - I 1 t NOTE: ALL WALKING TRAILS TO BE CONSTRU / 1 CTED AS(18)1 �� v / .3e�Act / 3 "� v p
t-- \ v i 1 j / 1 1 RAISED OPEN W
�1 v v v / 1 //j j / / / / TST No. 13 WOOD DECKING. E-� • �--I
_6 y v� \ v v v 1 1 1 j j • //// F
\ \ .� i j �z� J� �.� , I / t POND TOB 15.0
1 7 �.' w� —
n, i i
� � �-- -- --- � T jT P}0. � / / / � DEVELOPER SHALL PROVIDE
BTM 10.0 A "STUB —OUT" — NOTE. WETLAND FILL TO BE PERMITTED
V _ l / l UB OUT ROAD TO ADJOINING BY OTHERS.
7 r - f � � � 1 ;� � � /,,� � � " � . PROPERTY FOR POTENTIAL
<-- � / v ter: � �.���� � ' ,.-- _ � 1 �4 .� �- 1
4
/ 1 �� -=:=` FUTURE CONNECTION
132
WtTLAC PMNiL)\ VA . _ / /
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5 / \ - FES INV 11.5
W 0 X 15 X 18 ED
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106
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WETLAND D AREA TO BE FILLED 462 SF-Emm4 p
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TST NO. 14
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153 l / A J \ i
124 / / \ \ \ \ 24 FES INV 15 8
k61 / rt... ( g0 • �-- \ Y CONCRETE FLUME
1167 \ 162 \ f - - f`� \ - \ �- - / / / / 10� \ f c \'�2 \ INV 17.0 \`���►���t��ii�i
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PERIMETER
—. } C� .. r -� �- — _ �►. - --.C' -- \ \ 100 / / I W SETBACK AND 15 MINIMUM = S E A L
-" - . -- - - R .b . W . -- _ - - _ _ _ _ _ ---�. .� ---- I \ \ ,� .- --��.� / .� BUFFER AS REQUIRED BY
t ---- -. �--.c ....._ "'''\ -.. .. _ _ o � � 1 / � BRUNSWICK COUNTY (TYPICAL)
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4 "
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