|
N
<br />s
<br />GRID NORTH
<br />NAD 83 (2012)
<br />INV IN: 520.36 83.0 15" RCP
<br />INV OUT: 518.00 81.0 15 RCP 1
<br />block
<br />wall s ��
<br />\ CB
<br />STA:11 +55.55 OFFETDOT38R
<br />RIM: 528.89 TBC
<br />INV IN: 524.65 B4.0 15' RCP
<br />INV OUT: 524.55 B2.0 15" RCP
<br />B4.0 _ NCDOT CB
<br />STA. 11 +55.55 OFFSET: 12.38L
<br />RIM: 528.90 TBC
<br />\ INV OUT: 524.90 83.0 15" RCP
<br />RIP -RAP APRON J
<br />CLASS A EC STONE -
<br />4.51 x4.5'Wx12 "T
<br />.\.
<br />INV: 527.54
<br />54.00 EF \\ Sys
<br />18" RCP \ \
<br />01.00%
<br />1 s�o IN'
<br />CALL BEFORE YOU DIG... IT'S THE LAW.
<br />CALL N.C. ONE- CALL(1• -- 800 - •632•••4949)
<br />FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
<br />2 WORKING DAYS PRIOR TO BEGINNING :GRADING OR TRENCHING.
<br />NORTH CAROLINA GENERAL STATUTE 87 -102
<br />2 -017 Rev emdwg, G & 5D Plan, 2/21/201311.00:50 74
<br />"'VICINITY MAP (NOT TO SCALE)
<br />CURVE
<br />TABLE
<br />CURVE
<br />RADIUS
<br />DELTA
<br />ARC
<br />TANGENTCHD.
<br />BEARING
<br />CHORD
<br />C1
<br />1090.92'
<br />54'08'00"
<br />1030.70'
<br />557.45'
<br />575'24'30 "E
<br />992.79'
<br />C2
<br />3018.50'
<br />3`43'01"
<br />195.83'
<br />97.95'
<br />S4508'10 "E
<br />195,79'
<br />C3
<br />525.00'
<br />12'28'13"
<br />1141
<br />57.36'
<br />N22'29'52 "W
<br />114.04'
<br />C4
<br />475.00'
<br />12'28'13"
<br />103.38'
<br />51.90'
<br />N22'29'52 "W
<br />10318'
<br />C5
<br />375.00'
<br />30'14'33"
<br />197.94'
<br />101.33'
<br />S1 3'36'42"E
<br />195,65'
<br />C6
<br />425.00'
<br />30'14'33"
<br />224.33'
<br />114,84'
<br />S1 3'3642 "E
<br />221.73'
<br />C7
<br />25.00'
<br />48'11'23"
<br />21.03'
<br />11.18'
<br />S25'36'1 5 "W
<br />20,41'
<br />C8
<br />50.00'
<br />19'54'10"
<br />17.37'
<br />8.77'
<br />N39'44'52 "E
<br />17.28'
<br />C9
<br />50.00'
<br />59'20'26"
<br />51.78'
<br />28.49'
<br />N00007'33 "E
<br />49.50'
<br />C10
<br />50.00'
<br />27'48'21"
<br />24.27'
<br />12.38'
<br />N43'26'50 "W
<br />24.03'
<br />C1150.00'
<br />36.39
<br />42 "51'1.8"
<br />37.40'
<br />19.62'
<br />N78'46'40 "W
<br />36.53'
<br />C12
<br />50.00'
<br />50'56'01"
<br />44.45'
<br />23.81'
<br />554'19'40 "W.
<br />43.00'
<br />C13
<br />50.00'
<br />75 032'29"
<br />65.92'
<br />38,74'
<br />508'54'35 "E
<br />61.25'
<br />C14
<br />25,00'
<br />48 °11'23"
<br />21.03'
<br />11.18'
<br />N22'35'08 "W
<br />20.41'
<br />C15
<br />175.00'
<br />6'46'07"
<br />20.67'
<br />10.35'
<br />N35`48'01 "E
<br />20.66'
<br />C16
<br />175.00'
<br />3404'32"
<br />104.08'
<br />53.63'
<br />N1 5'22'42 "E
<br />102.55'
<br />C17175.00'
<br />2'50'34"
<br />8.68'
<br />4.34'
<br />NO3'04'51 "W
<br />8,68'
<br />C18.25,00'
<br />4811'23"
<br />21.03'
<br />11.18'
<br />519635'34 "W
<br />20,41'
<br />C19
<br />50.00'
<br />23'41'46"
<br />20.68'
<br />10.49'
<br />N31 °50'22 "E
<br />20.53'
<br />020
<br />50.00'
<br />71'13'01"
<br />62,15'
<br />35.81'
<br />N1 5'37'02 "W
<br />58.22'
<br />C2150.00'
<br />o
<br />76'40'32"
<br />66.91'
<br />39.54'
<br />N89'33'48 "W
<br />62.03'
<br />C22
<br />50.00'
<br />104'47'27"
<br />91,45'
<br />64.92'
<br />S00'17'47 "E
<br />79.22'
<br />C23
<br />25.00'
<br />48'11'23"
<br />21.03'
<br />11.18'
<br />N28035'49 "W
<br />20.41'
<br />024125,00'
<br />43'41'13"
<br />95.31'
<br />50.11'
<br />N17'20'29 "E
<br />93.02'
<br />C2511692.02'
<br />10'32'37"
<br />311.37'
<br />156,12'
<br />S47 °44'021
<br />310.93'
<br />C2611015.92'.
<br />9
<br />24'44'13"
<br />438.61'
<br />222.78'
<br />S81 '22'55"E
<br />435.22'
<br />/ \ F + ¢F `�
<br />� �� c5,0 -- NCDOT cs
<br />/ \ a x'37' • 1 \ _STA:15 +06,66 OFFSET. 12.37R
<br />RIM; 528.10 TOC
<br />INV IN: 524,48 C6,0 15" RCP
<br />INV OUT: 524.38 C4.0 15" RCP
<br />C6
<br />j �.. ,0 - NCDOT CB \ \
<br />P -RAP APRON ! I STA:15 +06.66 OFFSET. 12.38L ! \
<br />.ASS A EC STONE \ TYPICAL SEPTIC X , RIM:528,10 TBC ! \
<br />FIELD LOCATION INV OUT.524.60 C5.0 15 RCP \ \ "a
<br />L x 7.5'W x 12 "T � ,y y -� � � 04.0 - NCDOT CB
<br />'% >, \ \ \ \ STA:13+32.26 OFFSET: 12.38R
<br />�� \?� 174.40 LF 15" \ \ RIM : 527.03 TBC
<br />t��' �> RCP 00.50% \ \'� \ INV IN: 523.50 C5.0 15" RCP
<br />INV OUT: 523.40 03.0 15" RCP
<br />AZ
<br />.k
<br />�: _. OF \
<br />174.40 LF 15" RCP 0 5.937o
<br />STA:11 +57.86TOFFSET:12.37R
<br />RIM: 525.16 TBC
<br />y �✓ i� REP -RAP APRON \ \ �,
<br />\ INV IN:521.78 C4.0 15 RCP
<br />'•''' F1•.4'� CLASS A EC STONE \ \ J�s1 \INV OUT: 521.60 02.0 15" RCP
<br />i
<br />�, t w4 5'L x 6.5'W x 12 "T
<br />+ + + 31.20 LF
<br />+ + + + + n� 15" RCP ` _ - 24,75 LF
<br />f. y 00.50%
<br />� s 0 2.00% 1 15" RCP
<br />+ -3 \\ .0 �� 15" FES
<br />INV OUT, 520.83
<br />\ ' + + + + C2.0 -- NCDOT CB \
<br />,1I_ STA:11 +57.86 OFFSET:12.38L ! , �;
<br />RIM: 525.16 TBC
<br />INV IN. 521.56 C3.0 15" RCP
<br />\ ay INV OUT-521.46 C1.0 15" RCP
<br />_--
<br />ti
<br />GRAPHIC SCALE
<br />80 0 40 80 160 320
<br />( IN FEET )
<br />1 inch - 80 ft.
<br />LINE TABLE
<br />LINE
<br />LENGTH
<br />BEARING
<br />L1
<br />46.10
<br />516'15'45 "E
<br />L2
<br />51.97
<br />S1 6115'45"E
<br />L3
<br />29.60
<br />N61 '36'33"E
<br />L4
<br />79.30
<br />S01 '30'34 "W
<br />L5
<br />22.83
<br />S01 "30'34 "W
<br />L6
<br />56.47
<br />501'30'34 "W
<br />L7
<br />98.42
<br />N29 "23'36 "W
<br />L8
<br />94.26
<br />N33'20'57 "W
<br />L9
<br />122.43
<br />N60"1 1'28"W
<br />110
<br />64.75
<br />S88'42'58 "W
<br />L12
<br />55.32
<br />N21'19'32 "W
<br />L13
<br />30.66
<br />S80 "26'07 "W
<br />L14
<br />50.34
<br />580`26'07 "W
<br />L15
<br />113.79
<br />S80'26'07 "W
<br />L16
<br />55.19
<br />N39'11'05 "E
<br />L17
<br />91.43
<br />SO4'30'08 "E
<br />L18
<br />91.43
<br />N04'30'08 "W
<br />L19
<br />48.57
<br />N39'11'05 "E
<br />L20
<br />84.46
<br />S431 6'39 "E
<br />L21
<br />90.33
<br />N14'56'29 "E
<br />L22
<br />88.12
<br />N06"10'51 "W
<br />L23
<br />21.28
<br />N50'07'09 "W
<br />L24
<br />62.38
<br />N07'42'23 "W
<br />L25
<br />77.55
<br />N14 *14'06 "W
<br />L26
<br />67.10
<br />N5409'51 "11
<br />L27
<br />36.39
<br />N5007'0.9"W._
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<br />III DRAINING NAME: 12.017 FIPVIEW II
<br />THIS DRAWING AND THE DESIGN HEREON ARE
<br />THE PROPERTY OF EarthCen €rb'Englneedng, Inc. .
<br />THE INFORMATION ON THIS DRAWING IS NOT FOR
<br />USE ON ANY OTHER SITE OR PROJECT. THE
<br />REPRODUCTION OR OTHER USE OF THIS
<br />DRAWING IN WHOLE OR 1N PART, WITHOUT
<br />WRITTEN CONSENT OF EaithCenlrfc Enpinearing, Inc.,
<br />IS PROHIBITED.
<br />COPYRIGHT 2013 Eaft0awk Engineering, Ifs.
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<br />III DRAINING NAME: 12.017 FIPVIEW II
<br />THIS DRAWING AND THE DESIGN HEREON ARE
<br />THE PROPERTY OF EarthCen €rb'Englneedng, Inc. .
<br />THE INFORMATION ON THIS DRAWING IS NOT FOR
<br />USE ON ANY OTHER SITE OR PROJECT. THE
<br />REPRODUCTION OR OTHER USE OF THIS
<br />DRAWING IN WHOLE OR 1N PART, WITHOUT
<br />WRITTEN CONSENT OF EaithCenlrfc Enpinearing, Inc.,
<br />IS PROHIBITED.
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<br />III DRAINING NAME: 12.017 FIPVIEW II
<br />THIS DRAWING AND THE DESIGN HEREON ARE
<br />THE PROPERTY OF EarthCen €rb'Englneedng, Inc. .
<br />THE INFORMATION ON THIS DRAWING IS NOT FOR
<br />USE ON ANY OTHER SITE OR PROJECT. THE
<br />REPRODUCTION OR OTHER USE OF THIS
<br />DRAWING IN WHOLE OR 1N PART, WITHOUT
<br />WRITTEN CONSENT OF EaithCenlrfc Enpinearing, Inc.,
<br />IS PROHIBITED.
<br />COPYRIGHT 2013 Eaft0awk Engineering, Ifs.
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<br />THIS DRAWING AND THE DESIGN HEREON ARE
<br />THE PROPERTY OF EarthCen €rb'Englneedng, Inc. .
<br />THE INFORMATION ON THIS DRAWING IS NOT FOR
<br />USE ON ANY OTHER SITE OR PROJECT. THE
<br />REPRODUCTION OR OTHER USE OF THIS
<br />DRAWING IN WHOLE OR 1N PART, WITHOUT
<br />WRITTEN CONSENT OF EaithCenlrfc Enpinearing, Inc.,
<br />IS PROHIBITED.
<br />COPYRIGHT 2013 Eaft0awk Engineering, Ifs.
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<br />III DRAINING NAME: 12.017 FIPVIEW II
<br />THIS DRAWING AND THE DESIGN HEREON ARE
<br />THE PROPERTY OF EarthCen €rb'Englneedng, Inc. .
<br />THE INFORMATION ON THIS DRAWING IS NOT FOR
<br />USE ON ANY OTHER SITE OR PROJECT. THE
<br />REPRODUCTION OR OTHER USE OF THIS
<br />DRAWING IN WHOLE OR 1N PART, WITHOUT
<br />WRITTEN CONSENT OF EaithCenlrfc Enpinearing, Inc.,
<br />IS PROHIBITED.
<br />COPYRIGHT 2013 Eaft0awk Engineering, Ifs.
<br />SHEET NO.
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