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I 6,S-49; 1123-184 BEARING AND DISTANCE TABLE 1 r r
{CALLS WITN CENTER OF CREEK) I I ~e 1 1 `A Y 1 f~
G DISTANCE 1 ` COURSE BEARIN I 1 BRENTWOOD ESTATES, Inc ~ .1 ~ i ! ! 1
S 23'48'27"W 37,84' I 1038-427 ' L-1 I ~ i„ 1 ! ! _ I 71 t c~
L-2 S 22°45'44°W 18,33' REF: PLAT BOOK 16 PAGE 56 ~a„~~~ i 1 I~O
L-3 S 04'26'53"W 21.48' L-4 S 15°37'56"E 32,65' - ~.i.~~ i'/poi' ~ t
~ L-5 S 08°57'13"W 34.28' 0 s i ~1
J L-6 S 16°35'36"W 68,28' ~ L-7 S 21°31'19"W 43,84' 1 p _ i r
~ ' 6,>W 31.05' ~ h L-8 S 33'41 1 ~
L-9 S 26°04'26"W 1.5,72' ~ FUTURE ! ~ L-10 S 33'49'12"W 43.0$'
MAIN ROAp 1 ~ L-11 s o0'36'4o"w 26.76' Line Table; Alignments ` ~ ,
. 101 "E 14.42' N L-12 S 12 0 . q L-13 S 49°42'14°E 22,94' 'n l.en ireCtion
LI e 9 A ~ 4°' ' 'S8"E 78,47' ~ L-14 S 00 33 ~ % ! 1 ~ ~3O EACH SIpE~
° 8'25"E 44,58' ° ~ " 4„~"'`. L-15 S 212 L1 5,82 N659690,20 W ' 0"E 64.88' ~ ~ £ ~
L-16 S 10'23 2 t, U L-17 s o1°32'13°E 2e,ls' L2 943.37' S6t'20'00,83"w ` ~ ~ REBAR ~0 674.30' N 66°27'18"W
Lk L-18 S 23° 30' 11 "E 49, 77' ~ ~ i' ~,i lreas maxo f % i 1, I '-Q IRON PIN ~ it
`a° S 00'04'06"E 56,14' 1 .15° 500'55'38,00"E L-19 L3 16 5 i q ~ L-20 S 21 46 52 W 52,42 4 i r t 06'15'14°E I 1 ~ ~ s
4"E 34,28' ' N69°41°32.17"W ® L-21 S 26°56 4 L4 1978.63 ~ '®o° ~'°~o. ;1 ( ~ ~ ~ 844.43• , 1 ! ~ ~ ~ ~f~ ~ ~nLR.Pn~'~6 ~ 4~~ A~A t ~ ~ i (TO IRON PIW) i f .
w L-22 S 10°44 35 E 80.88 a ' 5"E 37.95' L5 167.62' 527°31'28.43"W S 15 30 2 ~TM ~i L-23 =2 '01"E 61,07' ~ ~ ~ i i ' ~ ~
~ L-24 S 05 2 =I ~ I I x, ne~ ~ all en#~~
L-25 S 09°21'04"E 48.71' L6 1$5.54' N80'32"35.90"W ' p 'ate e L-26 S 02° 12'38"E 47.27' a~ a ~ ~ %'3 r ~ Dial $11 or 1e~0•~32 ~ ,
- 4°E 145,82' _ 1 U L 27 S 07 51 4 ~ ~ ~
~ S 00'34'14"W 36,41' Curve Table; Alignments L-28 ~ 31 16 51 E 23,10' -
m L-29 S - i A R.1 ~i
~wl L-30 S 10°21'39"E 6 45 C Curve # Radius Length Tangent Chord Length Gard Direction
PHASE 1
a Cl 230.00 133.93 68.92 132.05 S78 00 55,37"W a _ BEARING AND DISTANCE TABLE 01111/11 ` RHH STORMWATER RESUBMITTAL FOR NCDENRIDWQ
CD 0.33' 211.39' 361.89' S34° 12' 10.97H NEI= C OURSE BEARING DISTANCE C2 350.00 38 FL) TUR E 2~ 0 1~ 2~ 400 611
L-31 N 89'29'51 W 697.63 C3 399.92 438.32' 244,10' 416.71' S580 54' 58.51"W 11/16/10 RHH STORMWATER SUBMITTAL FOR NCDENRIDWQ
L-32 N 05'43'17"W 23.91' _ 1 1116110 RHH REVISED ROAD WIDTH AND SEDIMENT BASIN GRADING 101
L-33 N 05.43'17"w 25.21' C4 300.00 376.64' J 217.69' 1 352.38' 1 563 29 26.26-W GRAPHICSCAIE 1 INCIi = 200 FEET V NO. DATE BY REVISION DESCRIPTION

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i 1_ _ I 5' / 1 i (SEE pETAIL, SHEET C-50)
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r i EMERGENCY OVERFLOW V t i
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o , r a
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09 0 T
0 2 11116/10 RHH STORMWATER SUBMITTAL FOR NCDENR/D ~1 11/6/10 RHH REVISED ROAD WIDTH AND SEDIMENT BASIN GRADING
NO. DATE BY REVISION DESCRIPTION
9+60 10+00 10+40 10+60 11+20 11+60 - 12+00 12+0 12+80

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~ I DITCH MATTED ~IITH N,A,G, I ~ I `I
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I ~ , . . OUTLET H
, I , t ~ ~ A ~ ~ ~ I VEGETATED SIDE STRUCTURE
~ \ X06 PERMANENT ~
L $06 i I 't ' ~ 3 POOL LEVEL
t ~ TEMPORA Y POOL ~9'7o10I . , ~ ~
~ ELEV, 80 _ NOT TQ SCALE ~
~ ' I ~ i
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t ' ~ ERMANEN POOL ~ B ~P,®oo°o°,°°
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t 1, KEY NUMBERS SHOW LOCATION OF VEGETATIVE COVER,- FOR SPACING OF TREES OR SHRUBS, SEE CHART BELOW, w~ ~ N 8 ~ m ° gg~~ N °
~ ! $02 B ~ ~ I idZ 'Y ° t.0°~; ~
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~ t ~ ~ LEV, $02,75 ~ i ~ 4 t ~ , KEY BOTANICAL NAME COMMON NAME SPACING LOCATION HYDR(~OGY ~~~~p r SHRUBS
t ~ I - - ~ 1 I N V, = 02, 5 t 1 Eremochloo Ophiuroides Centipede Grass FUII AREA 10' Ve stated Shelf Moist Sail
~t ~ i
6 ~ ~ ~ : I X00 i 1 i. t I 600 2 Iris Verisoda Blue Fla 6' Spacing ®Pool Elevation Up to 6 of Depth 3 Typha SPP Cat-Tail 10' S acin ~ Pool Elevc{tion Inundation or 1 Dq~tl?
I ' t 1 ~ 1 1 I ~ t I ~ 4 Scir us SPP Builnash 10' acin In V stated Side Moist Soll
5 Eu atorium Flstulosum Joe P weed 3° S acin In V stated Side Moisi Soo
, ~ ~ ~ ~ I ~ ~ B ! ~ - tU M~l~t E ~~~~fi € 6 Tpxodium Olstichum Bald C ress~~S Ever 100` In V stated Side Moisi Soil
1 1 I 1 0 t ~I ~ ~ 9 P 7 Asimino Triloba Common Papaw Ever 75' In V stated Side Moist Sail
1 1 1 ! , 1 1 1 I I 79$ 1 ! i, ti I i - PERMA~PENT POA Y~.I~L 7
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1 ~ 1) 1 I a ! I ~
1 I ~ ~ I f I
1 I TEMPORARY POOL DXZ B DXZ
I ~ I ~ i II I~ i I I ~ ` I ( TRASH RACK ~ I ~ 6'° T'cE STU98ED INTO RISER
I I i i ii ~ ~ ~ ® I II (SEE DETAIL SHEET C-503) ~ ~ EXISTING GRQUNa „ 36" DIA. CMP
.o o ~ ® i ~ ~ ~ ! I ~ _ _ 3 0 50.90 aD I PERMANENT POOL
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1 I I I 12
I I ! i ~ I, ~ 36" ALUMINIZED CMP I i ~ I I ! j I I~ ~ RISER-PIPE OUTLET
L ~ ! I ALUMINIZEa CMP WITH 42"x42" BOTTOA ~ I w 1 I II ~ 1.1~=1= r~, 4~, ~ r , BOTTOM PLATE ~ ~ i ~ , ~ ~o _'^~~~~~i`~~ J~~( 1: ~ ~ I ~ ~ I ~ I-- ~
i ~ i I i i OUTLET PIPE ~ 60TTOM PLATE WELDS[ I ~ BOTTOM PLATE WELDED TO CMP I_I~-=-_,I I~I ~ k r j ~ ~r ,U' ` ~ ~ III ( ~ I i~I I I-I I ~ ~ ~ ~ ~ I I: III ~~I I I~~- I I I ~ I
I I I I ~ I , POND 9. 24p 11 ~ I PpND 2 24 6 6 I1 r i I ~ = ~-,~t . ~ ~ ~ ~ ~ I1 I ~ { I ~ ~ I I I -III . ~ ~ uNOisTURBEO oR BURY ENDS '-III l r-~ I, ~ t , ~ I ' I I I_:-~-I I-
1 I I ~ ~ A~ ~ y ~i I I I I ~ CCU ~ v 6 CAP W1TH HOLE 12° MIN, ~ ~ i) ~ i= ~ ~ 1 11 i- ~ ~ i~ ~ I~ ~ ~ ~ ~ ~ ~ !==1 ~ ~ ~ ._I I I COMPACTED EARTH
{ I I i I ~ I I 12~ DRILLED POR ORIFICE =-I I' I ~ I , I I ~ f I~ i ~ ~ I; ,I ~ ~ III I ! ~ ~-i ~ ~ ~ ~ -CLASS B RIPRAP LINING
i I ( I i I I I~ ~ (UNLESS OTHERtMSE NOTED) I I
1 I i I ~ ~ I ~ I W ~ I f l i ; FILTER FABRIC {MIRIFI 1~®N OR EQUAL) ~ ® _
I I 42 ~ fr I f i i O~RLAP EDGES 12" MIN, WITH ANCHOR p N ~
} , / I I ~ 24 ! i I I l ( ~I PINS EVERY 3' ALONG OVERLAP ° N ¢ W !ll ~ WET DETENTION BASIN No. D Z LINING o J m~ W w"
I ~ A ~ 12° d o. 1 40' 1,5' 3° CLASS B RIPRAP • ~ ~ W ~ ~ ~
~ ~ ! PROPOSED 4000 PSI CONCRETE 2 10' L5' 3' CLASS B RIPRAP Z ui ~ ~ ~ o
i, i ! ~ t ° i J
1 I ~ BOTTOM PLATE WELDED TO CMP 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _POND ~OTTO~1 _ _ _ ~ ~ ~ ~ 3 3 52 1 3 CLASS B RIPRAP m I- ~ ®W Z W o ~®~U®Utio
I ~ i ! ,;I ~ ' i ~ ~ ~ i
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r .I r I I ~ I l ~ ~ / / REVISION BATE • NOVEMBER 3, 2008
I J I 0T I I ~ ! i ~ w ~ ;
I , ! I i
3 t ' i 6" SCREW TYPE PLUG MOUNTED ON TEE ° I / ~ ( I 1 I I
la { ( 1 ~ c A I 3~ r ~ .A
I M ~ I TEMPORARY POOL
1, ~ 3,5 ORIFICE I ~ ~ , ~ I ~ r
a I (SEE DETAIL, I ~ !I I ~ I ( i I TRASH RACK i 1~ I ~ „ 1. INSTALL ERASION AND SEDIMENT CONTROL MEASURES AS INDICATED ON PLANS.
~ SHEET -509) i i , e ~ i 6 TEE STUBBED INTO RISER • I ~ I ~ SEE DETAIL SHEET C 503)
ti ~I ~ I i I 42 36 C i I 1 ` 36" DiA• CMP 2. PROCEED WITH GRADING, CLEARING AND GRUBBING. SEED AND PLACE EROSION CONTROL MATTING QN ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY UPON COMPLETION OF SLOPE STABILIZATION>
~ I i ~ \ PERMANENT POOL 1
o i I I I ~ ~ 36" ALUMINIZED CMP I cv I i, I I ~ 12 3. INSTALL 8"-10" I3ENTONITE CLAY LINER COMPACTEp TQ 95y STANDARD PROCTOR,
•i I I 1 ( ' ' ~ I RISER PIPE OUTLET P 1 ~ \
~ ~ 1. ~ WITH 42"x42" 1 11 ~ ~ ~ BOTTOM PLATE INSTALL OUTLET DEVICES AND LANDSCAPING PER THE PLANS.
~ ' I ~ , ~ ~ BOTT4 J ALUMINIZED CMP ~ WELDEI BOTTOM PLATE WELDED TO CMP b. ~+ET DETENTION BASINS SHALL BE PROTECTED FROM SEDIMENT UNTIL THE ENTIRE DRAINAGE AREA IS STABILIZED,
a ~I ~ I ~ OUTLET PIPE ~ BOTTOM PLATE a~
~ Q 1 , i ~ POND 3:18" N ~ n
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® O ~ I ~ p ~ ~ ~
I ~
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a l but).::)U PROPOSED 4000 PSI CONCRETE PROPOSED 4000 PSI CONCRETE
• REINFORCED DIVERSION I~-- 4 ---~I i . BOTTOM PLATE WELDED TO CMP I--------------------POND BOTTOM- SHEET
g MAINTENANCE ACCESS DITCH MATTED WITH
o RIPRAP 'EMERGENCY OVERFLOW RIGHT-OF' WA N.A.G. P550 OR g 1111111 RHH STORMWATER RESUBMITTAL FOR NCDENR/DWQ 7,
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43 2 11116110 RHH STORMWATER SUBMITTAL FOR NCDENRID ~jt r 1 11113/10 RHH REVISED ROAD WIDTH AND SEDIMENT BASIN GRADING
off - - - - - oa - °noa SCALE:1"=2v-ool 7 1, I NOT TO SCALE 1 NO. DATE BY REVISION DESCRIPTION

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. .....r.... 11/6110 RHH REVISED ROAD WIDTH AND SEDIMENT BASIN GRADING
NOTE Basins. 1, 2, and 3 are to be constructed as pad a Phase One. All others are shown : or . planning . purposes only. G FiIC SCALE 1 INCH = 200 FEET
;1 N0. DATE 6Y REVISION DESCRIPTION