SW8100901_APPROVED PLANS_20110401 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O
DOC TYPE
El CURRENT PERMIT
IE APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
-tea Z o, I% o `t o
YYYYMMDD

RIF-RAF OUTLET
PROTECTION
5EE SHEET 62
INV. CID
25LF - 12" HOFE FIFE
12" 450 HDFE BEND `
4i
3bLF - 12" HOPE PIPE
' OVERFLOW ST. 11.242c
� OVERFLOW EL. 11.24 1
90 1,12" ORFICE EL. 10.001
�O ter, INV. EL. q30
EMERGENCY
16
10.0
POND "A" DIMENSIONS
LINE TABLE
LINE
! LENGTH
BEARING
UI
5.2
S 84'5'38" E
L2
39
36.8
S 42'37'42' E
L3
21.78
S 35'27'43' E
L4
29.86
N 7S0'0" W
L51
5.75
N 35'3i'39" W
L61
25.74
N 73'00" WI
L71
2.66
N 14.46'34' W
L81
35.63
N 11'11'51" W
L9
35.51
N 64'33'S6" W
L10
20.38
S 53'39'58" E
-IlI
16.18
S 4237'42" E
CURwE T AIR E
CURVE
LENGTH
RADIUS
Ct
32.05
35,50
C21
1.361
3.00
C3
3.23
3.00
C-41
1.061
5.50
aq
q
Op-
50'x23' MIN. VEGETATED FILTER
LEVEL 5FREADER "A."
I
D
-rr-
F
L—
i

1442 1443 14M
1450
1443 1445
1444 / 1446
(1476 1434 1457
1737
1432 1509
q4
11510 1551 1552
I �
7579 QUEENS �C!K.\
1550 ) ) 3
1576
1428
1565
1744 1507
1566
150:
1502
NC 772 1505
VICINITY MAP -NOT TO SCALE
Wetlands Courses & Distances
Course
Bearing
Distance
W1
S 67'43'14' W
38.58'
W2
S 12'38'19' W
56.15'
W3
S 00'14'32' W
40.31'
W4
S 280241334 E
83.57'
W5
S 27°45'00' E
56.97'
W6
S 46'52'35' E
$2.98'
W7
S 38'12'11' W
37.25'
W8
S 75.05'44' W
25.31'
W9
N 44'13'24' W
105.83'
W10
N 40'44'19' W
90.83'
W11
N 00°53'50' W
27.93'
W12
N 55'35'32' W
16.96'
W13
S 53°21'34' W
40.26'
W14
N 54°43'23' W
29.77'
W15
N 13'53'12' W
16.34'
W16
N 70'10'23' E
43.95'
W17
N 19'16'57' E
57.60'
W18
N 00'32'23' W
41.29'
W19
N 50'20'13' W
47.24'
W20
N 32.21'45' W
49.80'
W21
N 01°30'32' W
57.00'
W22
N 08'25'38' E
67.98'
W23
N 37.18'05' W
35.70'
W24
N 33'00'24' W
86.55'
W25
N 19°23'52' W
53.53'
W26
N 09'58'42' E
58.76'
W27
N 04'27'54' E
69.97'
W28
N 02°49'20' W
43.48'
W29
N 36.18'11' W
38.57'
W30
S 65'04'07' W
43.23'
W31
I N 83'05'38' W
58.63'
W32
N 15'57'56' W
68.46'
W33
N 49'13'09' E
38.90'
W34
N 52'38'50' E
55.42'
W35
N 28'41'35' E
19.32'
W36
N 76'31'53' W
36.98'
W37
3 78°41'20' W
40.39'
W38
N 60'35'11' W
71.90'
W39
N 62'60'28' W
74.67'
W40
N 27'33'09' E
61.46'
W41
N 42'16'48' E
I 47.76'
W42
I N 42'16'48' E
I 13.8O'
Calls Along R/W Of
Queens Creek Road
Course
Bearing
Distance
L1
S 17'30'48' W
32.86'
L2
S 16'56100' W
52.94'
L3
S 15'03'44' W
56.84'
L4
3 12°09'06' W
56.35'
LS
S 09'22'39' W
52.49'
L6
S 06'21'52' W
54.31'
L7
S 02'45'15' W
52.37'
L8
S 00'03'15' W
49.46'
L9
S 02'59'29' E
49.15'
LID
S 06'02'58' E
52.37'
L11
S 08'50'20' E
34.75'
L12
S 10'20'38' E
37.52'
L13
S 13'11'01' E
54.52'
L14
S 16'15'35' E
53.20'
LIS
S 19'36'13' E
40.00'
L16
S 22'18'35' E
57.60'
L17
S 24'34'29' E
69.54'
L18
S 27'15'09' E
1 121,37'
S 72'54'07 EEx \ \
29.62' 'TIE" Nail & Cap
7jS6
Ar7"
o F
Ex/Iron Pipe
A-
h
cb,y
Cb
/��/ r�ti y6\� /0 •Qg4Ja h N.I.P.
AP
6 o�oc
4) • m k6
A36
UPLANDS
A37
A41A y''A41 �0
A38
Ex. Iron Pipe oy A46
1 � � 5 �D
I N 14'37'49 E 61.23' L57
I CERTIFY THAT INS MAP WAS DRAWN UNDER MY
SUPERVSION FROM AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOM = PAGE - OR 07HER REFERENCE
SOURCE dA 3148 80. 92 ): THAT THE BOUNDARIES NOT
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION
IN BOOK PAGE = OR OTHER REFERENCE
SOURCE - ; TMT THE RATIO OF PRECISION OR
POSM094L ACCURACY IS • AND THAT THIS A44P
MEETS THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SLM"NG IN NORTH CAROUAA
(21 NCAC 56. 1600).
THIS 12t0_ DAY OF October - 2010.
Calls Along Parrott Swamp &
Pitch Hole Branch
Course
Bearing
Distance
L19
S 49'10'57' W
95.33'
L20
S 65'12'47' W
33.31'
L21
N 81'16'31' W
52.89'
L22
N 43'08'37' W
68.74'
L23
N 69.33'13' W
58.95'
L24
N 80°52'01' W
51.54'
L25
N 33°43'28' W
74.97'
L26
N 02'37'17' E
29.20'
L27
S 81'52'15' W
42.45'
L28
N 73°18'41' W
28.15'
L29
N 44.29'54' W
37.29'
L30
N 58'34'24' W
37.55'
L31
N 31'19'36' W
18.85'
L32
N 20'30'00' E
13.50'
L33
N 07°52'24' E
69.65'
L34
S 83'33'21' W
41.51'
L35
N 71'38'55' W
57.28'
L36
N 10°53'40' W
69.25'
L37
N 16.50'13' W
51.33'
L38
N 09°14'05' W
55.97'
L39
N 12'47'45' W
44.64'
L40
N 39'38'45' W
58.52'
L41
N 00'13'09' W
70.62'
L42
N 10'57'11' E
33.42'
L43
N 03'33'29' W
48.02'
L44
N 03'25'30' W
73.13'
L45
N 15'15'27' E
44.06'
L46
N 11'51'44' W
80.66'
L47
N 57'37'10' W
28.15'
L48
N 72'01'14' W
26.06'
L49
N 04'22'21' W
42.82'
L50
N 09'34'47' W
21.10'
L51
S 65.27'58' E
17.48'
L52
N 29'20'14' E
62.31'
L53
N 77°35'55' E
14.06'
L54
N 11'33'13' E
48.28'
L55
N 02'18'50' E
14.74'
L56
N 34°34'10' W
36.99'
L57
N 08°20'48' E
11.50'
S 73'00'00 E
30.16' 'TIE"
N/F
Christine D. Matthews
D.8. 439 Pg. 567
Rural/Agricultural
PITCH HOLE BRANCH
(Centerline Of Branch
Is Actual Property Line)
(Non-Monumented Points Along Branch)
CERTIFICATE OF U.S. ARMY CORPS OF ENGINEERS
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT PURSUANT
TO THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE UNLESS THERE IS
A CHANGE IN THE LAW OR PUBLISHED REGULATIONS, THIS DETERMINATION
OF SECTION 404 JURISDIC77ON MAY BE RELIED UPON FOR A PERIOD
OF FIVE YEARS FROM THIS DATE.
CORPS OF ENGINEERS DATE
TOTAL TRACT AREA
11.025 Acres
(Coord. Method)
Ma 1963
B. 9 PB 6¢
501)
N/F
Sarah R. Bancroft
D.B. 1689 Py. 519
Community Business
N/F
Joseph W. Clements
D.B. 1015 Pg. 488
Rural/Agricultural
N/F
Joseph W. Clements
D.B. 1015 Pg. 488
Rural/Agricultural
LEGEND
E - OVERHEAD ELECTRIC
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
Date 10-12-10
Project 0396Wetlonds
Cogo 0396
Drawn TLW/PDP
Scale 1 " = 100'
100 0 100 200 300
Sheet
GRAPHIC SCALE - FEET
1 of I

68LF - 6"
WOOF DRA N
\ EOCE OF _ \
�PKVEM`Nr \
\ , Rl\
AN. 28.0 - 1
30 68LF-15"�
CLASS 3 RCP
2B
35LF - 6'
ROO= DRAIN
N
1
.�� o
.��• 26
143LF - 6" . •
ROOF DRAIN O ROOF DRAIN
POP-UP OVERFLOW
•7.
a ''
p N 6
N ASPHALT •
CURB INLET x1
PAVEMENT EL. 111 9
NV. EL.N 0.00
INV. E'_ OUT G.SO
SEE SHEET C3
^p INV. 15.5
TOLF - 24' RGP 18
2
14'xl2'x b"
GLASS B RIP -RAP
ET PROTEG w
CONSTRUCTION ENTRANCE
- - 4b' of EXIST. IS," RCP-
_-_ of 14% -'-- _
LIMITS STR.!G ION
-------------
WE7L
;__.....� ._ - _
4�5'xq'xl ASrE8'21P-RAP.AN� - -_T PROTEGTON POND '5''
POLELI.5NV 27T' CREEl� F_ O-2
C
OM - _- ----- __-2 SEE SHED,
HBEEUDOL`
KJa dCH =D3
IRV--
RSION �_� i
�
"
----___A-uv--2_INV. 9.82g----LE ----- SWA_WP E
�18 XS'xq" '
GLA55 A RIP-RA�
• 0
2
ROOF DRAT POP-UP O RFLOAI •
/A
NV. 4.0 W
\ KEYSTONE
RETAINING
WALL
'1
II
154LF - 15" RCS
2'
PA
q',b,,l 5" GLASS 5 RIP -RAP
OU-_ET PRO EC -'.ON
26
24
�'
110
4'x5'xq GLASS A RET-RAP
OUTLET PROTECTION
2bLF - 12'' HOPE PIPE
- '2" 45' HOPE BEND
38LF - 2" HOPE PIPE
OV RF-OW STRUCTURE
OVERFLOW 11.24
I2 ORFIGE EL. IO.00
',.NV. EL. q.5C
SEE SHEET G3
STORMWATER POND "A"
BERM EL, 12J5
POO_ E'_. 10.0
BOTTOM EL. 5.0
SEE 5FEET G3
/ 2'f T PAV
PAV'NLET
� EMENT EL.L.
15.0
NVERT EL. 11.17
04 / SEE SHEET C3
10 WETLANDS
N+� i v� ECRAI�4A6E BASIN "A"
/ TOTAL AREA = 313bb 5P
/ BUI tDINGS = b66T SF
API ALT = 10185 5F
WALK = :026 5F T0" 0 Bp`NK-
� I
CZ,, / L' / M"/`
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
SGP y-i-i�
20
INV. 23.0±
61 I` I OUTLET PROTECTION
/
GRAVEL DRIVE 1 1 I
25 ?4 � Z14.0 p � -' � � �� �V I I I UPLANDS /
I
22 --".-"-�I i 1 I ;'III -EVE'-SPREADER
�18'I Y"III1 `, I I SEE s-EET C4 /
w
MV.5.0
1 � I 1
I '1I Illy
\25LF - 12" HOPE
FF�19.0'
I 24
1 FF121.0'
20 6T'185 MIN.
�� •'��� VFW. TATED �ILTER
2 2
1p %
Is
OVERF-ON STRUCTURE
18 Y OVERFLOW EL. b.21 A.
ASPHALT FOREBAY ENV. EL. 5.5 /
SEE SHEE- G41 /
4'x5'xG" GLASS ARIP-RAP
OUTLET PROTECTION WETLANDS
FLUME
21GURB AND KEYSTONE
\ SLITTER RETAINING WALL
y EGRAINA(5E BASIN "B"
FILL SLOPE CUTOFF SWALE ��� TOTAL AREA = 124012 5F
SILT FENCE BUILDINGS _ :400i SIT
ASHALT 313E,4 SF
GONG.WALK = 2514 5=
�SRAVEL DRIVE = 5501 SF I
LIMITS OF GONSTRUGTION EXIST. ROAD 6T22 5F I /
J I
W WETLAND LINE
50'x23' MIN. VEGETATED FLTER B(, cO, 0V
� 'P F/
LEVEL SPREADER "A" p/
SEE SHEET G3
I
1
1
I 1
I l
WETLANDS
i
i
i
/ MAG IM
/ (Mee PG64)
/ 40 0 40 b0 120
ORAPH'G 5CA-E I" = 40' =EET
LEGEND
I
04 OA��GT E LMT T 1'p CNT_
TEMPORARY SEEDINGo RTF��
' � O
a o Z n
z �
Q; c�
AMOUNTI
GRASS TYPE 1000 S.F.
TRUE OF
SEEDING
INITIAL
RYE GRAIN . 1.2 LBS.
NOV. THRU JAN.
25 LBS. 10-ID•10
BROWNTOP MILLET
1.2 LBS.
JUNE TNRU AUG.
25 LBS.10-10-10
PERMANENT SEEDING
AMOUNT/
I TIME OF
GRASS TYPE
1000 S.F.
I SEEDING
INITIAL
BERMUDA, COMMON
1-2 LSS.
APRIL THRU JUNE
25 LBS. 10.10.10
FESCUE, TALL
5-7 LSS
JUNE THRU AUG.
25 LBS. 10-10-10
(KENTUCKY 31)
FEE. THRU OCT.
SERICEA
1.2 LBS
MARCH THRU APRIL
25 LBS.10.10.10
LESPEDEZA SLOPES
III, ICI
BEFORE YOU DIGI
CONTACT ONE -CALL CENTER
1-800-632-4949
EXIST. SPOT ELEVA !ON
20.0
SPOT ELEVATION
DRAINAGE BASIN
Rh' -RAP OUTLET
a'
8
PROTECTION
PROPOSED STORMDRAIN
PIPE
OMITS OF CONSTRUCTION
GRADING NOTES
L INITIATE EROSION CONTROL SEQUENCE BE -ORE BEGINNING GCLEARING, GRUBBING AND
GRADING OPERA 10NS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND
GRADING LIMITS.
3. STRIP TOPSOIL -C BULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1
SLOPES-
6, ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDAG WA -ER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
8. OPERA OR SHALL =IELD VERIFY EXISTING TOPOGRAP-1Y IN RELATION TO THE PROPOSED
GRADES TO ENSLRE DRAINAGE IN T9E DIRECTIONS INDICATED ON THE PLAN.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY DEEM APPROVALS PRIOR TO ANY LAND DISTURBING
ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3 INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE CLEAR-NG
AND ROUGH GRAD'.NG OPERATIONS TO ESTABLISH DIVERSION SWALES AND SEDIMENT
TRAPS AND BASIN.
4 ROUGH GRADE SITE AND INSTAL'_ UNDERGROUND UTILTIES
S. PROVIDE TEMPORARY PROTECTICN MEASURES AND DEVICES AS REQUIRED UNTIL
UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLE-E AND FINAL GRADES ARE
STABILZED WITH TEMPORARY VEGETATIVE COVER.
6STABILIZE (FERTILIZE SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL
GRADES ARE ESTABLISHED.
7, ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,
REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMEN-
BASIN AND CONSTRUCT BIORE'EN TION.
EROSION CONTROL MAINTENANCE PLAN
ALL EROSON AND SEDIMENT CONTROL PRACTICES WI-L BE CHECKED =0R STABILITY
AND OPERATION FOLLOWING EVERY RUNOrF PRODUCING RANFALL BUT IN NO CASE
ESS I HAN 0\CEE EVERY WEEK ANY NEEDED REPAIRS 1ti l_L SEE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESGNED.
2. INSPECT SEE VENT TRAPS AT -EAST WEEKLY AND AFTER EACH SIGNII CAT
RAINFALL EVENT AND REPAIR MMEDIAL". REMOVE SEDIMENT, AND RESTORE THE TRAP
TO ITS OR GINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF
THE DESIGN DEPTH Or THE TRAP, PLACE THE SEDIMENT THAT IS REMOVED IN
DESIGNATED CSPOSAL AREA, AND REPLACE THE PART OF THE GRAVEL FACING THAT IS
VPAIRED BY SEDIMENT
3 SED-VENT AIL BE REMOVED FROM BEHIND THE SEEN- NPENCE WHEN IT BECOMES
ABOUT 0.� FEET DEEP AT THE rENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR
REPLACED AS NECESSARY TO VAINTA'-N A BARRIER
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO .MAINTAIN A VIGOROUS,
DENSE VELETA-IVE COVER,
5. GRAVEL CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE
PERIOD'. CALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
6. INSPECT S<.MMER SEC VENT BASINS AT LEAS? WEEK, Y AND AFTER EACH
SIGNIFICANT (11" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE THE BASIN TO ITS ORGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO ONE HA-F THE -EIGHT OF THE FRST BAFFLE. PULL THE SKIMMER
O ONE SIDE SO THAT THE SEDIN_NT UNDERNEATH T CAN BE EXCAVATED. EXCAVATE
HE SEE VENT FROM TH= ENT RE RAS N, NOT JJST AROUND -HE SKIMMER OR THE
FIRST CELL. MAKE SURE VEGETATON GROWING IN TF BOTTOM OF -HE BASIN DOES
NOT HOLD DOWN THE SKIMMER
REPAIR THE BAFFLES IF THEY ARE DAMAGED, RE -ANCHOR THE BAFFLES IF WATER IS
FLCWING UNDERNEATH OR AROUND THEM.
THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN TI-F SASN.
'SUALLY JERKING ON THE ROPE WILL MAKE -HE SK MMER BOB LP AND DOWN AND
DISLODGE THE DEBR'S AND RESTORE FLOW F TF-".S DOS- NOT WORK, PULL `-IE
SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBTS. ALSO CHECK THE
ORIFICE INSIDE THE SKIMMER TO SEE IF I- IS CLOGGED, IF SO REMOVE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS .,LOGGED, THE ORIFICE CAN BE REMOVED
AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH
WATER, D- SURE TO REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS
WITH FABRIC HAT SPANS THE -JLL WIDTH OF THE SPILLWAY CH-0,C `HE EMBANKMENT,
SPIC_WAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR
PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS VVEDIATELY. REMOVE ALL
TRASH AND OTHER DEBRIS FROM THE SKIMMER POOL AREA.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL
PRECAU_ONS SHOULD BE TAKEN IN THE WIN-rR TO PREVENT THE SKIMMER FROM
PLUGGING WITH ICE,
7 INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICAN- (12' OR GREATER)
RAINFALL -VENT. CLEAR THE WIFE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEED=D.
EROSION CONTROL NOTES
ANY CO'NSIRJC_ON ACTIVITY BEYOND THE 5.0 ACRE LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINES-
2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN ROAD RIGHT OF
WAYS UNLESS C'dERW:SE DESIGNATED TO REMAIN.
3 CONTRACTOR SRALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATPON, DEBRIS,
EXISTNG STRUCTLR_S ABOVE AND B-LOW GRADE, ORGANIC MATERIAL OR ANY OTHER
JNSJI-ABLE MATERIAL WITH IN T E LIMITS Or CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
RE�RESENTAT'VE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.
5 CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MA �R'ALS SHA'_L BE REMOVED FROM
THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACLITY.
6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW VATERIA'S FROM A
PROPERLY PERMITTED OFF -SITE FACILITY-
7- ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITH 15 WORKING
DAYS OR 90 CALENDAR DAYS, WHICHEVER LS SHORTER.
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REC�t®�B.�Y A..
REPRESENTATIVE OF THE STATE ENGINEERING DEPARTMENT. �+
9 SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. F
EB 21 ?pi]
10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED 'UPON BY THE FIE_j'1��15P
ENGINEER, AND OWNER.
u/G'C_'"�
11.IF ACT'VE CONSTRUCTION CEASES A ANY AREA FOR MORE THAN 15 CALENDAR DAYS,
ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN
APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
REVISIONS DESIGN & MAINTENANCE oDATE: b0612010
gNCAR'' _
10 OF ALTERNATIVE LAND USES
I-2010 GENERAL REVISIONS C_ _ Q,• •,...., <�''
10 14-2G10 REVISED PER NGDENR COMMENTS20. ESSI •;% SCALE: I' = 40'
07
I0-23-2010 REVISED PUMP STATION ENTRANGE PER NGDOT GGMMENT 002430
' N
11-5-2010 REVISED PER NGDENR GGMMENTS \� RSC ENGINEERING, PLLC - JGB #
1-Iq-2010 REVISED PER 11/18/10 NGDENR GOMMENTS "� 16310 US HWY 17 = ': 4 i c DEVELOPED BY
-24-200 CORRECTED GONG WALK AREA NOTE / HAMPSTEAD, NORTH CAROLINA 28443 �y•.• 2N P:`"' FARROTT �ANDINC�, INC. � A DRAWN BY: _AR
FN IN 4r�
12-1-20I0 CORRECTED MPERVIOU5 AREAS PHONE: [phone] FAX: [phone]ggDALL��' SWAN5BOR0 TOWNSHIP - ONSLOW COUNTY
12 5-2010 REVISED P'TCb HOLE BRANCH C , 50' BUFFER AND ADDED TO- OF BANK Engineedng, PLLC E-Mail: [e-mail] " I"1110"'' wANSBORO NORTH GAROLINA SHEET G2
2 17-2011 REVISED AREA OF PUMP STATION DRIVE WITH SWALE AND GI ECK DAM5

,j6
CURB INLET #1
PAVEMENT EL. IQ a
INV FI IN Innn
10
3
i
12'' 45' HDPE BEND
3P - 12" HDPE PIPE
OVERFLOW STRUCTURE
OVERFLOW EL. 1 .24
1 2' ORFGE EL. 0.00
INV. EL. M.50
EMERGENCY
SP I L-AAY
FAIRGLOTH FLOAT'.NO SKIMMER
i5" N/ 046" ORFGE
SEE SHEET _�5
STOR`^WATER POND "A'
BERM EL 12. 5
POOL EL. 10.0
BOTTOM EL. 5.0
134LF - 15'' RGP
STORMWATER POND "A" PLAN
SCALE: 1"-20'
cURB INLET #2
PAVEMENT EL. 15.0
INVERT EL. ''.I.IY
LINE TABLE
-_iNE
LENGTH
SEARING
Li
5.29
S 84'5'38" E
L2
36.38
S 42'37'42" E
L31
21.78
S 35'27'48" E
L4'.
29,86
N 73'0'0" W
L51
5.75
N 35'31'39" W
L6!
25.74
N 73'0'0" W
L7:
2.66
N 14'4634" W
L8
35.63
N 11*11'51" W
L9j
35,51
N 64'33756" W
L10
20.38
S 53'39'58" E
L11
16.18
S 4237'42" E
V
I
50'x23' MIN. VEGETATED FILTER
LEVEL SPREADER "A"
PROVIDE HINGED AND LOCKABLE
ROD FOR ACCESS HOLE
A �C�
MODEL #144
I_AT ANG_L
BOLTED TO CONC.
CLAN
I
3/4" Radius
1 - #5 BAR
SEC ON AA
DIMENSIONS:
MATERIALS ..
A 60
RAT PLATE
4'
A: _ 60'
FLAT ANGLE.
1 4'
^: 6
BAR STOCK:
D: 6'-'OLE
SIZE:
3 8'
TRASH RACK DETAILS
NOT TO SCALE
TOP OF BERM
WET DETENTION POND PLANTING
3/4" Raa'us
1 ih
SEC TOE B—B
BERMUDA SOD
FILTER STRIP
3000 P.S.i. Conc.
10' MIN.
/ �10' MIN.
EEVEE SPREADER
NOT TO SCALE
FLUME DETAIL
NOT TO SCALE
COMPACTED EARTHEN DAM
COVERED WITH 24" THK
LAYER OF CLASS-B RIPRAP.
TOP OF BERM EL.10.00 RIPRAP OUTLET PROTECTION
CREST OF WEIR 1IDTH=20' LENG-d=VARIES
—SPILLWAY ELEV. 1.1.50 THICKNESS-18" RIPRAP=CLASS-B
EXCAVATE POND 3 OUTLET TO EX. GRADE
TO THE ELEV 9 �1
S-10WN ON THE r
PLANS
FILTER FABRIC
EXIST. GROUND/ COMPACTED EARTHEN EXIST. GROUND/ TOP
TOP OF DAM EL. JAM COVERED WITH OF DAM
12.15 2 '8" THK LAYER OF 2
�L CL ASS-B RIPRAP. ,,
SPILLWAY EL 11.50 , 1
— SOD ALL SLOPES ABOVE PERMANENT 'OOL EL.
3
10:1 S,HEL- BELOW PERMANENT POOL
PLANTED OR
SUITABLE WETLAND
SPECIES OR VEGETATION.
CONTRAC-OR TO INSTALL ON THE '0: 1
SLOPED SHELF, EQUAL NUMSERS 0` EACH
OF THE LSTED SUITAB_E PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
WETLANDS 2 ONCE T SI-E IS CTAR L'1Zr0 THE POND IS�' BE�LEARED OF PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN. SU:TABLE ?CANTS
ALL SEitNT�CND ANY NECESSARY REPAIRS ARE TO B1` SLUE FLAG IRIS
Mom` — -- - POND SECTION -ANA LILY
T NOT TO SCALE TICKEREL WEED
SEE 5-==` C2 AND ^5 OR EROSION "ONTRCL INFORMATION
ALL POND SIDE SLOPES ABOVE
PERMANENT POOL ELEVATION
ARE TO BE SODDED OR EQUIVALENT
Y TEMPORARY POOL EL. 1124
Y PERMANENT POOL EL. 10.0
0
BOTTOM OF FOREBAY EL.
SEDIMENT BASIN NOTES
1, POND S TO JSED AS A SEDIMENT BASIN DURING THE
CONSTPUCTON OF ;iE SITE.
s
TOP OF FORE BAY
<S
98% MAXIMUM DENSIT" GONBAGTI G�
JNDER FORE BAY WALL
10:1 SHELF BELOW PERMANENT POOL
PLANTED WFTH SUITABLE WETLAND SPECIES
OR VEGETATION.
OVERFLOW STRUCTURE
SEE DETAIL THIS SHEET —
(DWO) SEDIMENT CLEANOUT EL 6.0
\ BOTTOM OF POND EL. 5.0
STORMWATER POND SECTION
NOT TO SCALE
8'
5.01
--7,/- TOP OF BERM
'I
12" HDPE
RIP -RAP
SEE PLAN
PLAN
EMERGENCY SPILLWAY
NOT TO SCALE
)RECAST BOX
NOTES:
-I tCOMPACT EARTHEN DAM TO 989
MAX DENSITY (ASTM D-59B)
2 R=MOVE AICCUMLLATED
SEDIMENT FROM TILE POND
WHEN SEDIMENT REACHES A
D=PTH OF 1 5'. AS PER PLANS
TRASH RACK
MODEL #144
TOP EL. • 11.24
ORIFICE INV. 4" THREADED P_UG
NWSE 10.00 4" PVC TEE
4" PVC CAP w/ 1.12"0
DRILLED HOLE
CONCRETE ANTI-FLOTATION/
BLOCK FILL BOX TO 1.85' f 6 �� 5
DEPTH r 5 A ' S'x 'x 5' PRECAST BOX
NOTE: CONTINUOUS
RUBBER WATER STOP AT
ALL CONSTRUCTION JOINTS SECTION
OVERFLOW STRUCTURE
NOT TO SCALE
REV 51ON5 DESIGN & MAINTENANCE DATE: 5/16/2010
10 11-2010 GENERAL REVISIONS I OF ALTERNATIVE LAND USES
F \I �PoFssbN��� LI �� S�E5�I 's�l I'�I li GALE: SEE PLAN
10 1z-2010 REVISED PER NGDENR CIOMMENTS 1
11-5-2G10 REVISED PER NGDENR GOMMENTS
-Iq-2GI0 REVISED PER 11/15/10 NGDENR GGMMENTS V� RSC ENGINEERING, PLLC _08 002430
24-200 GORRFGTED GRE5T ELEVATION OF OVER FLOW 16310 US HWY 17 - DEVELOPED BY
12-15-2010 CORRECTED OV�RFLON 5TRUGTURE DETAIL ORFIGE SIZE T - HAMPSTEAD, NORTH CAROLINA 28443 PARROTT LANDING INC. _ DRAWN BY: LAR
4 �' •.FpGINE�P. ( J 2-IT-2011 REVISED INVERT AND PIPE SLOPE OF IS" RGP "O POND `A" PHONE: [phone] FAX: [phone] qq ••••• �d,: 5WAN550RO TOWNSHIP - ONSLOW COUNTY
En ineenn PLLC NDALL
g 9, E'-Moil: [e-mail]
SNANSBORO, NORTH GAROLINA SHEET G

1442 1445 1448
1450
1441 1445
1444 / 1446
1476 1434
1457
1737 1511 1512
uz Atf
N� 2� 1509
1510 1351 1552 .�ll
7431 1579 QUEENS CK. 3
1550
,
J�a 1508
1428 -y; 1547 1 w J
SITES
1744 '
1566 V
�. 1503 Q
n
✓1 7 15"
IW4
VICINITY MAP —NOT TO SCALE
WF
6WR4f/fr; 941MC40FT
va raAv PCi w
� caulawrrecen�7s
(GIQWIBiG141L)
\PAMetiT
CD
�'• _ LL�� •"'• LIMITS�F�i-ONrsT6U{�ION_ _
ASPHALT APRON--- - -
3p 4. O, ��, _ �— QV E N.� CREEK R �-- LOG
0. 14.0, ----------------- OKC.StR AS>)9 - BO' FUEL c R/1M - 45 A#"
--------- - -
- -----------------------
r-- o
I
20.0' 83.3,
1
1 1
h I
roa9 I
•• � i o
66.7'
66.7'
&RAVEL DRIVE
30-V
- L _
vor-
0
n UV-4AVS
SANITARY SEWER
LOG
PUMP STATION
o ��
/ �/
Ll
8 PJ
/
W
8Otl
l
L4
W
/ Le
a Ix
8IX
Svc
/'Jt
L7
Ls
8 M
Sam
/ ••• — �y0 0p _ * o $ 1 // / Lp _. Bari
am
+ / cx am
1p �. DRAINAGE FLUMELIS am
90.0'` — ! ! :. -' `- �N �� � LM Bell
NIP
Lz am
CARME 1 TrhEM N �, `v 1�%j1O N .r 73.3' a o 73.3' o a 73.3' R780, O t \� / / / Lis 8 of
flLfiAL/A�iC6L7LR4L : m .0�A��1 N a � — —\t— — — — — 'on
/ ( VACANT) m ♦ w r
o p? N ♦ c ASPHALT 1 \\ / J L" 98n
a OQ : �o R10d p N / / La! aYA
\ i erTJ
/ ASPHALT U 04 / �K ws7LAncle I NIP
9� c AL19�WW.
�:W4� A y z �IT Oor —T I 1 as MPG 40 IIB
w
O 2' CURB AND ZMEIr ffiaCIEIMLII
40.0, N CIL G)UTTER I —�
SEE SHEET GS I \
1 �50 Q. KEYSTONE
RETAINING WALL I I I
Cc�, ' • I \
'p, •• LIMITS OF CONSTRUCTION I
a0'+. �r� CLSWO rs
\
j4 —�.�. ror—� i
A p ,,,pppC ••♦ 0OT�`'� 11 / I A8A716PQ1W
/ / WETLAND LINE
2' cuRe AND
CUTTER i
SEE SHEET C5
KEYSTONE 1 �_
J RETAINING WALL
r. NM
20NEC>AEscENn4L 6
!IN
t7Eaaevn4c )
% NELAnGe—
i
7 40.01 ��---
---------- 007 / wenAllae �— — — — — — — — — — — — — — — — — — — — — —
----A
o /
NvF\ gg
Tor Or M*WE TTE \
(CEV7@i/1Eo"g4NCH ,6AC7U4LAgapI ILI�TYTpR ex
' T
\ A)%
Ct!l9711EQ A14T7FEi1'8
/ AawZCAED ,L e Z 4
(VACANr) (re4Pa64)
JZCAEP AEffA7eVW V
�OV
:/
OXON
M"
L
MID
AM
Mip
�A
B
C
D
4�
{ !Cd♦�S.BIMR
1
40 0 40 8o Ito YOUMI TYPJCAL LOT/UVT
I r-sa
5RAPHIG 5GALE I" = 40' FEET 1
NOTES
APPROVED
1)
OWNER & DEVELOPER:
PARROTT LANDING, INC. NORTH CAROLINA ENVIRONMENTAL
Po BOX 1174
MANAGEMENT COMMISSION
SWANSBORO, N.C. 28584
DIVISION OF WATER QUALITY
2)
SURVEYOR:
BELL & PHILLIPS SURVEYING, PLLC
604E CEDAR POINT BLVD.
CEDAR POINT, N.C. 28584
3)
PROPERTY IS CURRENTLY ZONED RA
4)
PIN # 534403404032
5)
LOTS TO BE SERVED BY ONWASA (WATER AND SEWER) AND
UNDERGROUND UTILITIES.
6)
FLOOD ZONE LINES AS PER FIRM 370340 5343 J & 5444 J,
EFFECTIVE DATE: NOVEMBER 3, 2005.
7)
REFERENCE: DEED BOOK 3146, PAGE 92 &
MAP BOOK 8, PAGE 64 (ONSLOW COUNTY REGISTRY)
8)
TOTAL TRACT AREA = 10.30 ACRES
NUMBER OF LOTS = 34
SMALLEST LOT = 1300 SO FT
AVG. LOT SIZE = 13,196 SQ FT
9) PROPOSED USE OF ALL BUILDINGS SHALL BE RESIDENTIAL.
MAXIMUM NUMBER OF RESIDENTIAL UNITS SHALL BE 8
BUILDINGS ( 34 2 BEDROOM UNITS )
10)
PARKING SPACES REQUIRED 68
PROVIDED 68
11)
THERE WILL BE NO DEVELOPMENT IN WETLAND AREAS, ALL
WETLANDS TO REMAIN UNDISTURBED IN THEIR NATURAL STATE.
12)
OPEN SPACE TO BE MAINTAINED BY A HOME OWNERS
ASSOCIATION.
13)
ALL WATER AND SEWER IS TO BE IN ACCORDANCE WITH
ONWASA STANDARDS AND SPECIFICATIONS.
Y..
oEc 1 7 2010
REVI5ION5 DESIGN & MAINTENANCE DATE: en6n010
10-11-2010 GENERAL REV15ION5 s e e e OF ALTERNATIVE LAND USES °Q(NCAR
10-14-2010 REVISED PER NCDENR COMMENTS D . moo; oFrssb ;ti' pO T I I 1 a } � SCALE: is = 40'
10-23-2010 _ REVi5ED PUMP STATION ENTRANCE PER NGDOT COMMENT I 7
12-15-2010 REVISED PITCH HOLE BRANCH GL, 50' BUFFER AND ADDED TOP OF BANK RSC ENGINEERING, PLLC T= / L I� JOB # 1004430
16310 US HWY 17 '_ 4 w DEVELOPED BY - -
HAMPSTEAD, NORTH CAROLINA 28443 4i''•..Q1N��?���`';` PARROTT LANDING, INC. DRAWN BY: JAR
PHONE: [phone] FAX: [phone] °'o9gNppLLE� SWANSBORO TOWNSHIP - ONSLOW COUNTY SHEET GI
Engineering, PLLC E—Mail: RSCengineeringOCharter.net ""
SWANSBORO, NORTH CAROLINA

Y
168LF - 6"
ROOF DRAIN
REVISIONS
PA
ODDS-
\✓EMEfvT
OE OF Pq ✓eME
N
- i
i.ONSTRUGTION ENTRANGE '
op
OP
- -- ------ - ----- - / WETLANDS
- - ---
"
LASS 3 RCP 1 V ORMWATER POND "B"
�y EOG �� V BERM EL. 10.11
' -. �■-��f�-_ �l \ FOOL EL 5.6
ol
30 �INV.127.7 -_.-_----------- ---- 26- -- _INV:-2O ��I-OC" _ IN 19.8 `OG/ BEE HEE-(D O ��/
68LF-15" I - _TO EL.
C-ASS 3 RCP I _ � BOG
- -- _ HEET G3
?g pLR�V_R510N
O 2 I BJLKHEF�V LOC -+
_ �� a 4'x5'xa" GLA55 A RIP-RA'T
yp ` I -T- ��� OUTLET PROTECTION
ROOF D25 RAIN 26 24 GRAVEL DRN0
E I\ 0 I \
1� �� � UPLANDS �
L
LEVEL SPREADER "B"
1 I I 20 18 , � , 1 1 11 IIIII sEE SH-=Er c4
Nvs 0 /,'viol�\� I II i I I
25LF - 12'' HDPE
I
• • 26 j Fir 3.0' 24 FF;210' �I
143LF - 6" 60'145' MIN.
ROOF DRAIN O ROOF DRAIN I + VESETATED IFILTER
POP-UP OVERFLOW 24 �L I I 22 Qg \ �O'N I
'0 I 1
ALA 1s
20 p� O Dl `l to OVERFLOW EL URE
4 ♦ � T� ♦♦ 2a 7" CRFIGE E 5" -y - - - -
14 L1�� . /�- ASPHALT FOREBAY INV. Ems. 5,5 \
�� A r 2G III t�77 !'� - OUT -ET
GLA55 A RIR-RAP SEE SPEE- G4 V
hO ASPHAN,' � f '� 4 T ET PROTECTION WEnAIDS
0-II-2010 GENERAL REV15IONS
0-14-2010 REVISED PER NGDENR COMMENTS
0-23-2010 REVISED PUMP STATION ENTRANCE PER NGDOT GOMMENT
5-2010 REVISED PER NGDENR COMMENT5
1-Iq-2010 REVISED PER I1/18/10 NGDENR 6OMMENT5
II-24-2010 CORRECTED GONG. WALK AREA NOTE
12-1-2010 CORRECTED IMPERVIOUS AREAS
12-I5-2010 REVISED PITG HOLE BRANCH GL, -0' 6VFFER AND ADDED TOP OF BANKS BRANCH GL, -O' BUFFER AND AIDED TOP OF BANK
DESIGN & MAINTENANCE
OF ALTERNATIVE LAND USES
�\ \I RSC ENGINEERING, PLLC
16310 US HWY 17
HAMPSTEAD, NORTH CAROLINA 28443
PHONE: 910.270,9599 - FAX: [phone]
Engineering, PLLC E-Mail: [e-mail]
PAN CAF?o
p Fv_:SSiO' �1q'
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 S.F.
TIME OF
SEEDING
INITIAL
RYE GRAIN
1,2 LBS.
NOV. THRU JAN.
25LBSAD•10.10
BROWNTOP MILLET
iQ LBS.
JUNE THRU AUG.
25 LBS.10,10.10
PERMANENT SEEDING
AMCUNT/
TIME OF
GRASS TYPE
1000 S.F.
SEEDING
MRIAL
BERMUDA, COMMON
1.2 LBS.
APRIL THRU JUNE
251BS. 10-10-ID
FESCUE, TALL
&7 LBS
JUNE THRU AUG.
25 LBS. 10.10.10
(K=NTUCKY 31)
FEB. THRU OCT.
SERICEA
LESPEDEZA SLOPES
14 LBS.
MARCH THRU APRIL
25 LBS. 10-MMD
DEVELOPED BY'
FARR= LANDiN6, INC.
5AANS50RO 70ANSHIP - ONSLOW COUNTY
SWANSBORO, NORTH GAROLINA
T
'E��CTv\ ITYol'p'O O,Q
R
a o rn
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
MAG W
(A& e, PG 64
I
40 O 40 b0 120
GRAPHIC SCALE I" = 40' FEET
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
EXIST. SPOT ELEVATION
20.0
SPOT ELEVATION /
DRAINATE BASIN �•
RP -RAP OJT_ET �� 8
PROTECTION 8
PROPOSED STORM.DRAIN
PIPE
LIMITS OF CONSTRUCTION LOC
GRADING NOTES
INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING, GRUBBING AND
GRADING OPERA`.ONS.
2 G-EAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND
GRADING LIV,TS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE.
4. COMPACT ALL FIL_ AREAS TO 95% OF MAXIMUM DENSITY.
5, ALL BANKS AND SWALE SIDE SLOPES SHALL_ BE GRADED WITH NO GREATER THAN 3:1
SLOPES.
6. AL'_ AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WA -ER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
B. OPERATOR SHA'_L FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIREC"IONS INDICATED ON THE PLAN.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND D STURB'NG
ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL I%SPECTOR.
3, NS-ALI GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE CLEARING
AND ROUGH GRADING OPERATIONS TO ESTABLS-1 DIVERSION SWALES AND SEDIMENT
TRAPS AND BASIN,
4, ROUGH GRADE SITE AND INSTALL UNDERGROUND U?ILITIES.
5 PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL
UNDERGROUND UTIL_TIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER,
6. STABIL ZE (FER71_llZE, SEED, AND MULCH' ALL DISTURBED AREAS AS SOON AS FINAL
GRADES ARE ESTABLISHED.
7. ONCE CONS-RUC`ION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,
REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT
BASIN AND CONSTRUC- BIORETENTION.
EROSION CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL BUT IN NO CAST
LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. INSPECT SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
RA'NFALL EVENT AND REPAIR IMMEDIATLY. REMOVE SEDIMENT, AND RESTORE THE TRAP
TO 'TS ORIGINAL DIMENSIONS WHEN THE SED�MENT HAS ACCUMU'_ATED TO ONE-HALF
THE DESIGN DEPTH 0^ THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN
DESIGNATED DISPOSAL AREA, AND REPLACE THE PART OF THE GRAVEL FACING THAT IS
IMPAIRED BY SEDIMENT
3. SEDIMENT WILL BE REMOVED FROM BEHIND TFE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WIL_ BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER,
4. A-L AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING -0 SPECIT CATIONS !N THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
5. GRAVEL CONSTRCCHON ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
ARE MISSILE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE W`_L BE
PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO ,MAINTAIN 6 INCH DEPTH.
6. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (12' OR GREATER) RAINFALL EVEN' AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE THE BASIN TO ITS ORDINAL DIMENSIONS WHEN SEDIMENT
ACCUMULA ES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE, PULL THE SKIMMER
TO ONE SIDE SO `HAT -HE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE
THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR TH=
FFRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES
NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS
FLOWING UNDERNEATH OR AROUND THEM.
'F THE SKIMMER IS CLOGGED WITH -RASH AND THERE IS WATER IN -HE BASIN,
JS'JALLY JERIGNG ON THE ROPE WILL MACE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW IF THIS DOSE NOT WORK, PULL THE
SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBTS, ALSO CHECK THE
ORIFICE INSIDE THE SKIMMER TO SEE IF TT IS CLOGG*_D; IF SO REMOVE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED
AND THE OBSTRUCTION CLEARED W'H A PLUMBER'S SNAKE OR BY FLUSHING WITH
WATER- BE SURE TO REPLACE THE ORIFICE BEFORE REPOSITICNNG THE SK'MMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS
WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY.CHECK THE EMBANKMENT,
SPILLWAYS, ANC OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR
PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL
-RASH AND C-HER DEBRIS FRCM THE SKIMMER POOL AR�A.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL
PRECAUTIONS SHOLILD 3E TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
PLUGGING WITH ICE.
7 INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT "I" OR GREATER)
RAINFALL -VENT. CLEAR THE WIRE OFANY DEBRIS OR OTHER OB�EC?S TO PROVIDE
ADEQCATE FLOW FCR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UINDERCU-
THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
EROSION CONTROL NOTES
1, ANY CONSTRUCTION ACTIV`TY BEYOND THE 5.0 ACRE LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE STATE EROSION CONTROL ORDINANCE AND IS SUBUECT TO FNES.
2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN ROAD RIGHT OF
WAYS UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. CCNTRAC-09 SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS,
EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MA-ERIAL OR ANY OTHER
UNSUITABLE MATERIAL WITH IN THE 'LIMITS OF CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECBNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.
5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE REMOVED FROM
THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACIL.TY,
6- THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW 'MATERIALS FROM A
PROPERLY PERMITTED OFF -SITE FACILITY.
7. AL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 2' CALENDAR DAYS OF
COMPLETION OF GRAD'NG. STASIL IZE AREAS OTHER THAN SLOPES WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE STATE ENGINEERING DEPARTMENT.
9. SLOPES SHA'_I- BE GRADED NO STEEPER THAN 3:1.
10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR,
ENGINEER, AND OWNER.
11. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN '5 CALENDAR DAYS,
ALL DISTURBED AREAS MUST BE SEEDED, MULO-ED, AND TACKED UNLESS WRITTEN
APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
010DAT�t
DEL 1 � I
SGAALA:
0A:;� IA IAA E A #
t---o 5 1 a\ C,0' T O L L A N DRAWN BY:
SHEET
b0612010
" = 40'
1002430
JAR
G2

CURB IN -ET 51
PAVEMENT EL IP.P
INV FI IN
,16
3�
REV 'S1 ONS
CURB INLET #2
PAVEMENT EL. 15.0
INVERT EL. 11,IT
WETLANDS
ALL POND SIDE SLOPES ABOVE
PERMANENT POOL ELEVATION
ARE TO BE SODDED OR EQUIVALENT
7, TEMPORARY POOL EL. 1124
Y PERMANENT POOL EL. 10.0
BOTTOM OF FOREBAY EL. 5
10-1!-2010 GENERAL REVISIONS
10-14-20'0 REVISED PER NGDENR COMMENTS
11-5-2010 REVISED PER NGDENR COMMENTS
II-IG-2010 REVI5ED R 11/b/10 NGDENR COMMENTS
11-24-2010 GORREG ED GRES ELEVATION OF OVER FLOA
12-I5-2010 GORREC IED OVERFLOW 57RUCTUPE DETAIL ORFIGE SIZE
12" 45' HDPE BEND
3bLP - 12' 4DPE PIPE
OVERFLOW STRUCTURE
OVERFLOW EL. 1.24
1.12' ORFIGE E! 10,00
INV. E-L. P.50
_- EMERGENCY
SPIL LwAY
FA'RCI OTH FLOATING SKIMMER
— 15 w/ 04b" OREIGE
SEE SHEET C5
STORMWATER ?CND "A"
BERM EL. 12.15
POOL EL. 10.0
BOTTOM EL 5.0
STORMWATER POND "A" PLAN
SCALE : 1"=20'
SEDIMENT BASIN NOTES
1. POND 'S TC USED AS A SEDIMENT BASIN DURING THE
CONSTRUCTION OF THE SITE.
2. ONCE T1 -- SITE IS `;5�ItrZ7_D TI-.E POND ISTO- Bz___�LEARED OF
ALL SED\AE\ AND ANY NECESSARY REPAIRS ARE TO B+—
M,46E.
Z. SEE SHEET C2 AND C5 FOR EROSION CONTROL'VFORMAPON.
TOP OF FORE BAY
9b% MAXI SUM DEN5ITY C. 01PAGTION
UNDER FORE BAY WALL
OVERFLOW STRUCTURE
SEE DETAL THIS SHEET
(DWQ) SEDIMENT CLEANOUT EL. 6.0
N BOTTOM OF POND EL. 5.0
LINE TABLE
LINE LENGTH
BEARING
!_1 5.29
S 84'5'38" E
_2I 36,38
S 42'37'42" E
'_31
21,78
S 35'27'48" E
L4'
29.86
N 73'0'0" W
15,,
5.75
N 35'31'39" WI
LE1
25,74
N 73'0'0" W�
L71
2.66
N 14'46'34" WI
L8
35.63
N 11'11'51" WI
_9
35.51
N 64'33'S6" W'
L131
20,38
S 53'39'S8"
L11
16.18
S 42'3T42" c.
10:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
OR VEGETATION.
STORMWATER POND SECTION
NOT TO SCALE
DESIGN & MAINTENANCE
OF ALTERNATIVE LAND USES
V
I II
RSC ENGINEERING, PLLC
16310 US HWY 17
HAMPSTEAD, NORTH CAROLINA 28443
PHONE: [phone] FAX: [phone]
Engineering, PLLC E—Mail: [e-mail]
„u�un,q
•`%%H CARp'''.
�OQ FESSIp 9
aQ
7VDALL
B"
50'x23' MIN. VEGETATED FILTER
LEVEL SPREADER 'A
A �C \
D
F
L
?ROVIDE FA]ED AND LOCKABLE _
ROD FOR ACCESS HOLE
LAN
3/4" Radius
1 -#5 BAR
SECTION A —A
MODEL #144 r
1 DIMENSIONS: MATERIALS:
FLAT ANGLE A: 60" FLAT PLATE. 4/4„
BCLTED TO CCNC. B: 60" FLAT ANGLE- 1 4"
TOP OF BERM
1T HDPE
1 Cz
6"
BAR STOCK:
D:
6"
HOLE SIZE:
3 8"
E:
52"
COATING:
N/A
F:
12"
P NGEO:
N A
NOT TO SCALE
DEVELOPED BY
FARROT7 LAND I NO, !NO,
51XNAN55OR0 70NN5HIP - ONSLOW COUNTY
SVNAN550RC, NOR-H GAROL''NA
TOP OF BERM
WET DETENTION POND PLANTING
6
3/4" Radius � 3000 P.S.I. Conc.
c
a
G
SECTION
S�_CTION S—B
BERMUDA SOD
FILTER STRI
FLUME DETAIL
NOT TO SCALE
M
N
P
CONC. LEVEL SPREADER
RIP -RAP
HAN
MIN. OF 50' LES...uNYWW
TOP OF BERM EL, 10.00
EXCAVATE POND
TO THE FILE
SHOWN
PLANS
10' MIN.
z
FLOW
� M
PLAN
�P+
.5' MIN.
\Y
10, M I N�
_EVLL_ SPREADER
NOT TO SCALE
COMPACTED EARTHEN DAM
COVERED WITH 24" THE
LAER OF CLASS-B RIPRAP.
RIPRA OUTLET PROTECTION
CREST DE WEIR WIDTP=20' LENGTH=VARIES
SPILLWAY ELEV. 11.50 THICKNESS=IB" RIPRAP=C'-ASS-B
a OUT
TO EX. GRADE
FILTER -AI
EXIST. GROUND/ COMPACTED EARTe EN
TOP OF DAM EL, DAM COVERED WITH
12.15 18" THK LAYER OF
CLASS-B RIPRAP,
SPILLWAY EL = 11.50 \ \� LENGTH OF WI
SOD ALL SLOPES ABCVE PERMANEN` POOL EL.
10:1 SHE-F BELOW PERMANENT POOL
PLANTED A T-I SL TABLE WETLAND
SPECIES OR VEGETATION.
CONTRACTOR TO INSTALL ON THE 13:1
SLOPED SHELF, EQUAL NLMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLAT.ON, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTA:_L PLAN-S 24"
O.0 IN A CHECKERBOARD PATTERN.
RIP -RAP
SEE PLAN
SUITABLE PLANTS
BLUE FLAG IRIS
POND SECTION CANA LILY
N07TOSCALE D+CKEREL WEED
PLAN
EMERGENCY SPILLWAY
NOT TO SCAL'
'RECAST BOX
EXIST. GROUND/ TOP
OF DAM
NOTES:
J1.COMPACT EARTHEN DAM TO 98%
MAX DENSITY (ASTM D-698)
2.REMOVE ACCUMU'_ATED
SEDIMENT FROM THE POND
WHEN SEDIMENT REACHES A
DEPTH OF 1.5'. AS PER PLANS
ORIFICE !NV.
ONES D.00
CONCRETE ANTI -FLOTATION/
BLOCK FILL BOX TO 1.85' 1 6"
DEPTH
5'-Oo
NOTE: CONTINUOUS
RUBBER WATER STOP AT
ALL CONSTRUCTION JOINTS SECTION
OVERFLOW STRUCTURE
NOT TO SCAL E
TRASH RACK
MODEL #144
TOP EL. = 11.24
4" THREADED PLUG
4" PVC TEE
4" PVC CAP wL 1.12'0
�eQ DRILLED HOLE
OM EL.: 7.15
5 x 5' PRECAST BOX
IF-Y F
DEC 17 2010
DATE!
b0(6/2010
SCALE:
SEE PLAN
JOB #
1002430
DRAWN BY:
JAR
SHEET
G3

A
0
IIIIIIIIIIO
w-
_ LOG—"eTOR-""""" \
Jv � \. BERMMEL. TO COKAER OND "B"
3
,v
SEDIMENT BASIN NOTES
POND IS TO USED AS A SEDIMENT BASIN DURING THE
CONSTRUCTION OF THE SITE,
2- ONCE THE SITE IS STABILIZED 'dE POND IS TO BE CLEARED OF
ALL SEDIMENT AND ANY NECESSARY REPAIRS ARE TO BE
MADE.
3. SEE SHEET C2 AND C5 FOR EROSION CONTROL INFORMATION.
ALL POND SIDE SLOPES ABOVE
PERMANENT POOL ELEVATION
ARE TO BE SODDED OR EQUIVALENT
Y TEMPORARY POOL EL.821
Y PERMANENT POOL EL. 5.8
BOTTOM OF FOREBAY EL.
REVISIONS
10-II-2010 &ENERA� REVISIONS
0 14-2010 REVISED PER NGDENR COMMENTS
11-IG-2010 RE'5ED PER 11/18/10 NGDENR COMMENTS
STORMWATER POND W PLAN
SCALE : 1"=20'
TOP OF FORE SAY
!s
i
48% MAXIMUM DE',5'-TY COMPACTION
UNDER FORE BAY WALL
1 VI\V {d L IIVIL_1YV1V19V
L NE TABLE
LINE
LENGTH
BEARRNG
L46
5.5i
S 6034'6" E
L47
`.6.6'
S 35'47'40"
L48
17.33
S 1'54'30" F
L49
55.92
N 80'267' E
L50
9.48
N 34'48'40" E
L51
34.B9
N 22'0'40" W
L52
21,35
S 77'39'22" W
L53
5.22
N 19'17'34" W
54
25.34
N 12'20'38" W
L55
7,23
S 48'26'35" W
L56
8.90
S 84'21'18" W
L57
2,05
S 4"28'7" W
L58
2228
S 31'34'37" E
L59
21.77
S 35'53'11" E
10:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
OR VEGETATION.
OVERFLOW STRUCTURE
SEE DETAIL THIS SHEET
(DWO) SEDIMENT CLEANOUT EL -1.0
\ BOTTOM OF POND EL. -2.0
STORMWATER POND SECTION
NOT TO SCALE
DESIGN & MAINTENANCE
OF ALTERNATIVE LAND USES
RSC ENGINEERING, PLLC
,1 16310 US HWY 17
HAMPSTEAD, NORTH CAROLINA 28443
P-IONE: 910.270.9599 — FAX: [phone]
Engineering, PLLC E—Mail: [e-mail]
�N CARP
FEgSjp.�/
2 91%
1N `y
GINEEQ'
9g1VDAL-
8'
1
_ADER "5"
3' MIN.
FATED FINER
SEC -ION A —A
A �C�
PROVIDE H,NGAND LOCKABLE
ROD TOR ACCESS HOLE
E
MODEL #144
'v
`rCTICN B3
FLUME DETAIL
DIMENSIONS:
MATERIALS:
*LAT ANGLE
A: 50"
FLAT PLATE:
i 4"
BOLTED TO CONC.
B: 60"
FLAT ANGLE:
1 4"
1 C: 6"
BAR STOCK:
D: 6"
HOLE SIZE:
3 8"
E 52"
COATING:
N/A
E: 12"
H,NEED:
N A
TRASH RACK
DETAILS
NOT TO SCALE
TOP OF BERM
1Y HDPE
NOT TO SCALE
314" Radit
BERMUDA SC
FILTER STR
L_EVEII SPR-ADEE
NOT TO SCALE
COMPACTED --ARTHEN DAM
COVERED WITH 24" TFK
LAYER OF CLASS-B RPRAP.
TOP OF BERM EL. 10.00 RIPRAP OUTLET PROTECTION
CREST OF WER WD7H=20 LENGTH=VARIES
—SPILLWAY ELEV. 9.50 THICKNESS-18" RIPRAP=CLASS-B
EXCAVATE POND 3 �OU TLET TO EX. GRADE
TO THE ELEV 7 3 �1
SHOWN ON THE
. -TER FABRIC
EXIST. GROUND/ COMPACTED EARTHEN =XIST. GROUND/ TOP
TOP OF DAM EL. DAM COVERED WITH OF DAM
10.0 2 18" THY LAYER 0:- 2
�11� CLASS-3 RIPRAP.
- SOD AD- SLOPES ABOVE PERMANENT POOL EL,
TOP OF BERM
3 10:1 SHE'._F BELOW PERM AN E\T FOOL
�1 PLANTED WITH SUITABLE N; -_LAND
SPEC'ES OR VEGETATION.
41, 10
,/1B_�( i o PFRMANENT P001
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 10:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. iN A CHECKERBOARD PATTERN.
DEVELOPED BY
r ARROF_- LANI.�INO-, INC.
5WAN5ROR0 TOWNSHIP - ONSLOW GOJNTY
5^AN550R0, NORTH OAROLiNA
POND SECTION
NOT TO SCALE
___ =LAN
SUITABLE PLANS
BLUE FLAG IRIS
CANA LILY
DICKEREL WEED
PLAN
NOTES:
1 'L COMPACT EARTHEN DAM TO 98%
MAX DENSITY (ASTM D-69B)
2.REMOVE ACCUMULATED
SEDIMENT FROM THE POND
WHEN SEDIMENT REACHES A
DEPT-I OF 1.5. AS PER PLANS
EMERGENCY SPILLWAY
NOT TO SCA'_'_
TRASH RACK
MODEL #144
TOP EL. = 8.21
ORIFICE INV. 4" THREADED PLUG
NWSE 5.80 4" PVC TEE
INV. EL. 5.5 4" PVC CAP w/ 1,50"m
€n I1 DRILLED F.OLE
CONCRETE ANTI -FLOTATION - BOTTOM EL. = 2.17
BLOCK FILL BOX TO 2.83' f 6" 8"
DEPTH 5'x 5' PRECAST BOX
NOTE: CONTINUOUS l_ 5'-0"
RUBBER WATER STOP AT
ALL CONSTRUCTION JOINTS SECTION
OVERFLOW STRUCTURE
NOT TO SCALE
aRECAST BOX
IN
;(,;
DATE:
8/16/2010
SCALE:
SEE PLAN
J05 #
1002430
DRAWN BY:
JAR
SHEET
G4

GRADE
9'
F
BEDFORD REINFORCED PLASTICS
8 X 2j X j CHANNEL CAP
WALL SECTION
NTS
8" 7.25"
NEW SKYLINE STEEL FIBER REINFORCED
NEXGEN 7.25 COMPOSITE SHEET PILING
COMPACT SOIL LINEAR
MATERIAL TIGHT TO
SHEET PILE CORRIGATIONS
EACH SIDE
CL BOLT
R 9116"
2 3/16"
3/8'
f 8"
I
TYPICAL BEDFORD CHANNEL CAP
NTS
NEW SKYLINE STEEL FIBER REINFORCED
NEXGEN 7.25 COMPOSITE SHEET PILING
7k
18"
TYPICAL SKYLINE SHEETPILE DETAIL
NTS
TYPICAL PHYSICAL PROPERTIES
1. SECTION MODULAS 10.25 IN3/FT
2. MOMENT OF INERTIA 37.1 IN4/FT
3. ALLOWABLE MOMENT CAPACITY 24,660 FTLB/FT
CL BOLT
SECTION
SECTION
TYPICAL CHANNEL CAP TO SHEET PILE CONNECTION
NTS
NEW SKYLINE STEEL FIBER REINFORCED
NEXGEN 7.25 COMPOSITE SHEET PILING
TOP OF WALL = 9'
BEDFORD REINFORCED PLASTICS
8 X 2(& X j CHANNEL CAP
8' MINIMUM EMBEDMENT -
BAFFLE WALL PROFILE VIEW
NTS
FLOW DIVERSION BULKHEAD DETAILS
NTS
FAIRCLOTH FLOATING SKIMMER
NOT TO SCALE
rMJNECT CHANNEL CAP
0 SHEET PILE USING
i.D.GALV k DIA A307
TS, WASHER AND NUTS
NEW BEDFORD
:INFORCED PLASTICS
8X2jX}
CHANNEL CAP
SLOPELEAGTH
,
4EW SKYLINE STEEL
FIBER REINFORCED
NEXGEN 7.25
•t�; �/♦��0��'O�
MPOSITE SHEET PILING
1 !• • •1 •t� 1 /♦/♦♦���
��'� . .-.
APRON
RIP —RAP ENERGY DISSIPATER
.. SCALE
,
co
O
WIRE FENCE AND
FILTER FABRIC
STORM DRAIN
CATCH BASIN
MIN
SILT FENCE
- TAILWATER
FLOW
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
12" THICK, TYPICAL
- STL. POST(4 REQ'D.)
YISASHED STONE
NOTE: USE BLOCK AND GRAVEL INLET
PROTECTION IN AREAS WERE SILT FENCE
INLET PROTECTION CAN NOT BE
INSTALLED.
INLET SEDIMENTATION CONTROL
NOT TO SCALE
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
3/4" Radius
2" TYPE 1-2
BITUMINOUS CONCRETE
8" ABC STONE
4" LIFTS COMPACTED TO
IMOA AASHO
SUBGRADE
COMPACTED TO 100%
AASHO TO 6" DEPTH
k±i 1
SECTION "A"
NOT TO SCALE
ASPHALT PAVEMENT SECTION
NOT TO SCALE
NOT TO SCALE
CONTROL JOINT (3/4" DEEP W/
1/4" PAD) O 6' O.C.
LIGHT BROOMING
1/2" EXP. JT. FILLER 0 48' O.C.
D
4" 3000 PSI CONC.
• G D D e S.
s
—IIIII- I III I -III —•III- IIII-III
COMPACTED SUBGRADE
NOTES : ALL EDGES TO BE EDGED W/ 1/4" PAD
CONCRETE WALK SECTION
NOT TO SCALE
I I
2"R PAVEMENT TO OVERLAP
GUTTER BY 1 /4"
3"R
a
N /
N
id ��e .3/4"R/ \
n
8" 1 16"
3000 P.S.I. CONC.
24"
NOTE: WHEN USED ON THE HIGH SIDE OF ROADWAYS, THE CROSS SLOPE
OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT
PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6" UNLESS
OTHERWISE SHOWN.
2' CURB AND GUTTER DETAIL
NOT TO SCALE
i Tt i. ♦i'Z CT _b.�T,1_
n I
l 2
DATE: 6/I6/2010
,•" CAR _
a e a I OF ALTERNATIVE LAND USES
SCALE: SEE PLAN
RSC ENGINEERING, PLLC = a
16310 US HWY 17 '` 9 DEVELOPED BY DR p 1002430
HAMPSTEAD, NORTH CAROLINA 28443 ";`�9�ro N1` PARROTT LANDING, INC. DRAWN BY; JAR
En ineerin PLLC PHONE: [phone] FAX: [phone] gNDAi 5WAN5i30R0 TOWNSHIP — ONSLOW COUNTY
g g: E—Mail: RSCengineeringOCharter.net 51e4AN5150RO, NORTH CAROLINA SHEET G5
t