20170763 Ver 2_DrainagePlans_HYD_Conway_Elliott_20220607

V=INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION000PROFILE (HORIZONTAL) PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTALSHEETSN.C.SHEET1DESIGN DATA2018 STANDARD SPECIFICATIONSGRAPHIC SCALESPLANSPROFILE (VERTICAL)LOCATION: TYPE OF WORK:09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA00002-JUN-2022 18:16Conway_Hyd_tsh.dgnPatrick.HartnettCONTRACT:ARTMENNASOHDEPTOFTRAS
P
OR
T
TIO N TATE
OFNRTCAROLINAPrepared in the Office of:FIRM NO. P-0339www.summitde.netFax: [phone] Voice: [phone] Hillsborough, NC 27278-8551 320 Executive Ct.NCDOT CONTACT:VICINITY MAPNAPE5010025505010025502010510CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD_____.5C.039062
5C.0390625C.039062MONTH XX, 20XXMONTH XX, 20XXSee Sheet 1C-1 For Survey Control SheetSee Sheet 1B For Conventional SymbolsSee Sheet 1A For Index of SheetsTIP PRO JECT:GRANVILLE COUNTYGRADING, DRAINAGE & PAVING.XXXXXX
CONWAY ELLIOTT RD (SR 1409) FROM OAK HILL RD (SR 1410)TO CORNWALL RD (SR 1300).MPH6045678910111213(CONWAY ELLIOTT RD.)-L- SR 1409(O AK H ILL RD .)-Y1- SR 1410
(CORNWALL RD.)
-Y2-
S
R 1300 SITEPROJECT BEGIN TIP PROJECT 5C.039062-L- STA. 10+10.00-L- STA. 128+71.00LENGTH ROADWAY PROJECT = 2.246 MILESTOTAL LENGTH PROJECT = 2.246 MILESJOHN E. SANDOR, PEDISTRICT ENGINEER (DISTRICT 2)REID ELMOREEND TIP PROJECT 5C.039062THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.DESIGN EXCEPTIONS ARE REQUIRED FOR VERTICAL ALIGNMENT, HORIZONTAL ALIGNMENT, AND STOPPING SIGHT DISTANCE.FUNC CLASS = LOCALPROJECT ENGINEER10 15 20 25 30 354 0
45
50
55
60
65
70
75808
59095
100
105
110
115
12
0125
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDETOUR ROUTE25% PLANSPROJECT MANAGERBRANDON W. JOHNSON, PEGREU TL-3GRE
U TL-
3
GREU TL-3GREU TL-3GREU TL-3GREU TL-3GREU TL-3GREU TL-318" RCP24" RCP 12" RCP12" RCP 15" RCP15" RCP 15" RCP15" RCP 24" RCP18" HDPE
24" RCP42" RCP
36" RCP24" RCP24" RCP
18
" RCP
24" RCP AXLE18" RCP96" CMPT24" RCP18" RCPBARBED WIRE48" WW 1SBW
48" WW3 SBW4 SBW4 SBW4 SB
W
3 SBW3 SBW3 SBW3 SBWSEX. R/WEX. R/WEX. R/WEX. R/W60.00'60.00'EX. R/WEX. R/W60.00'EX. R/WEX. R/W60.00'E
X. R/WE
X. R/W60.00'EX. R/WEX. R/W60.00'EX. R/WEX. R/W60.00'EX. R/WEX. R/W60.00'EX. R/WEX. R/W60.00'EX. R/WEX. R/W60.00'EX. R/WEX. R/W60.00'EX. R/WE
X. R/W4 SBW4 SBW60.00'EX. R/WEX. R/W60.00'EX. R/WEX. R/W60.00'EX/ R/WEX/ R/W60.00'EX. R/WEX. R/W60.00'EX. R/WEX. R/W10'X70'10'X70'DB 705 PG 105& CLAUDIA N KINGKEVIN CLAUDEDB 916 PG 506& DELORIS B OWENSJOHN M DB 670 PG 447TERRY E BLACKWELL DB 217 PG 140JOHN M & DELORIS B OWENSPB 39 PG 5DB 1353 PG 431EUGENE & JOY BLACKWELLDB 736 PG 159RICHARD WILLIAM BLACKWELLDB 835 PG 195FRANK REID DANIEL, JR DB 796 PG 237MICHAEL L & CRYSTAL K GRESHAM DB 765 PG 594RONNIE E THORNTONDB 1391 PG 793EUGENE B & JOY H BLACKWELLA5841395.51ASPHALTGRAVELGRAVELGRAVELGRAVEL GRAVELGRAVELGRAVELGRAVEL60.00'4.94 R/W TO EIP+6.41 R/W TO EIPGRAVELVAR. WIDTH GRAVEL
11.01 R/W TO EIP10.57 R/W TO EIP1.30 R/W TO EIPSOILSOIL
S
OIL
SOIL
S
OIL
S
OIL
SOIL
SOIL
SOIL
GRAVELVAR. WIDTHSR 1409CONWAY ELLIOTT RDASPHALT5900457.15WSEGRAVELSOIL
S 12°17'05" E58.45' S 12°17'05" E 58.45 (ft)"GPS-2" TO EX. PK IS NC GRIDNAD 83 NA 2011NC GRIDNAD 83 NA 2011NC GRIDNAD 83 NA 2011NC GRIDNAD 83 NA 2011NC GRIDNAD 83 NA 2011NC GRIDNAD 83 NA 2011NC GRIDNAD 83 NA 2011NC GRIDNAD 83 NA 2011DATUM DESCRIPTIONTHE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECTIS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BYNCGS FOR MONUMENT "GPS-2"WITH NAD 83/NSRS 2011 STATE PLANE GRID COORDINATES OFNORTHING:992947.0680 (ft) EASTING:2091074.4370 (ft)ELEVATION:450.76 (ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT(GROUND TO GRID) IS: 1.000090300 (1/X= 0.999909708)THE N.C. LAMBERT GRID BEARING ANDLOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCESVERTICAL DATUM USED IS NAVD 88C
ORNW
ALL RD S
R 1300
20.5
BS
TOAK HILL RD SR 1410VAR. WDITH BSTSR 1409CONWAY ELLIOTT RDNC GRIDNAD 83 NA 2011NC GRIDNAD 83 NA 2011NC GRIDNAD 83 NA 2011DB 239 PG 581ESTHER M HARGROVELUTHER V & DB 835 PG 195FRANK REID DANIEL, JRPONDWSE 457.15'GRAVEL DB 239 PG 581ESTHER M HARGROVELUTHER V & DB 717 PG 707LISA TALORYTIMOTHY & GRAVEL
SOIL
SSSCornwallJohnsonLittleGrassyCreek CreekJohnsonCreekMountainCreekOak HillSchoolPLANSREDLINE DRAINAGE NAD 83/ 201114111412 14071408141314101409143814391439143614071404140614061438143513001300130014091410141014101412HiteRd.LonnieRd.GeorgeWinstonRd.Rd.BuckHoltRd.DickCornwall Cornw all Cornw allDavisOakHillRd.Oak Rd.Conw ay Elliott Rd.Blackw ell Rd.ChapelRd.HillMorgan Robert Rd.Rd.14091409James WalterRuebenHart Rd.1407Rd.DaltonMillRd.HarrisWinstonRd.WatkinsJohnRd.
4354364364364364364364374 3 7437 437437437
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487 487487488489490490 490491493 SlopeFillKEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED(919) 732-6676 (FAX)[phone]Hillsborough, NC 27278320 Executive Ct.NC FIRM LICENSE No: P-0339Office of:Prepared in the REVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.402-JUN-2022 18:16Conway_Hyd_psh_4.dgnPatrick.Hartnett 8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED(SEE SH EET 5)M ATCH LIN E -L- STA 22+00 5C.039062PI Sta 18+98.96DL = 534.02'T = 268.33'R = 2,200.00'10
15
20 SE = 05DS = 60 mph-L--L- POT Sta. 10+00.00-L- PC Sta. 16+30.63-L- PT Sta. 21+64.65-L- STA. 10+10.00BEGIN TIP PROJECT 5C.039062EX. R/WEX. R/WEX. R/WEX. R/W-L- +22.00-L- +40.00-L- +40.00-L- +55.00-L- +26.00EX. R/W00.00' LT-L- +00.0040.00' LT-L- +10.00EX. R/WFFCCC18" RCP24" RCP
12" RCP12" RCP15" RCP15" RCP15" RCPTTTTEIPINV.=450.16'INV.=451.37'24" RCP18" RCPINV.=444.86'INV.=445.45'BARBED WIRE48" WW 1SBWSEX. R/WEX. R/WEX.
R/WEX.
R/W60.00'N 86°05'17" W400.00'N 04°58'16" E100.04'N 86°04'58" W400.10'N 88°41'39" E258.96'N 01°00'05" E1721.13'N 70°52'10" W498.19'N 25°44'21" E326.40'DB 670 PG 447TERRY E BLACKWELLDB 217 PG 140JOHN M & DELORIS B OWENSPB 39 PG 5DB 1353 PG 431EUGENE & JOY BLACKWELLDB 835 PG 195FRANK REID DANIEL, JRDB 796 PG 237MICHAEL L & CRYSTAL K GRESHAMDB 765 PG 594RONNIE E THORNTONS 23°17'58" W150.85'EIPGRAVELGRAVELGRAVEL60.00'+6.41 R/W TO EIPGRAVELVAR. WIDTHG
R
AV
E
LSOILASPHALTS 12°17'05" E58.45'NC GRIDNAD 83 NA 2011ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCESOAK HILL RD SR 1410VAR. WDITH BSTSR 1409CONWAY ELLIOTT RDDB 239 PG 581ESTHER M HARGROVELUTHER V & WOODSFOUNDR/W STKFOUNDR/W STKEIPEIPEIPFOUNDR/W STKWOODSWOODSWOODSPASTUREWOODSPONDWSE 457.15'EIPGPS-2WOODSG
R
A
V
E
LWOODS
G
R
AV
E
LR=60'R=50'0004
05
06
06
05
04
03
02
01
01
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03
EXIST.R=20'22'R=20'R=20'30'R=20'20'R=10'R=10'R=20'36'R=20'32'R=20'0201000102
R=20'R=20'20'
20'25'INC.25'+55.63
TYP.25'
I
NC.25'
+14.65
TYP.
10'10'25'INC.25'+05.00TYP.44'CCCFCFCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 20+00 TO STA. 22+00 -L- RTFROM STA. 13+50 TO STA. 19+50 -L- RTFROM STA. 20+50 TO STA. 22+00 -L- LTFROM STA. 11+37 TO STA. 19+50 -L- LTMin. D= 1.2 Ft.DETAIL 4-1GroundNaturalFlatter2:1 or28 SY GEOTEXTILE11 TON CL B RIP RAPFFFFFPLANSREDLINE DRAINAGE OUTLET DETAIL 1(LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALEEST TONS CLASS 'I' = 11 TONSEST GEOTEXTILE = 28 SY1.5'1.5'1.5:1 OR FLATTER1.5:1 OR F
L
AT
T
E
RFFCDITCHEXISTINGTIE TOLiner= GRASSn=0.035s= 0.040 ft/ftd= 0.9 ftV10= 3.5 fpsQ10= 2.32 cfsSta.= 11+37 -L- LTLiner= GRASSn=0.035s= 0.015 ft/ftd= 1.2 ftV10= 2.94 fpsQ10= 5.29 cfsSta.= 13+50 -L- RTSEE DETAIL 4-1SPECIAL LATERAL V DITCHSEE DETAIL 4-1SPECIAL LATERAL V DITCHSEE DETAIL 4-2SPECIAL LATERAL V DITCHSEE DETAIL 4-1SPECIAL LATERAL V DITCHREMOVEREMOVEREMOVEREMOVEEL: 453.66 FT-L- 11+07.06PROP SAGEL: 460.89 FT-L- 19+61.89PROP CREST2:1 SIDE SLOPES1 FT DEEP 1 FT WIDECLEAN & STABLED/S CHANNELBURIEDCOMPLETELYCRESTEXIST DITCHRETAINPIPE CLEANOUT,RETAINRETAINPIPE CLEANOUT,15"
RCPCLEANOUTDITCH REQUIRESSEDIMENTFULL OF15" RCP15" RCPBURIED 20%36" RCP-IVHWINV IN: 447.1 FTINV OUT: 446.7 FT04010402040304040405
400
400
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400
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0
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SlopeDitchFrontSlopeFillSlopeFillGeotextile(919) 732-6676 (FAX)[phone]Hillsborough, NC 27278320 Executive Ct.NC FIRM LICENSE No: P-0339Office of:Prepared in the REVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.502-JUN-2022 18:16Conway_Hyd_psh_5.dgnPatrick.Hartnett 8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED(SEE SHEET 4)M ATCHLINE -L- STA 22+00
(SEE SH EET 6)
M ATCH LIN E -L- STA 34+50
5C.039062PI Sta 30+76.59DL = 154.97'T = 78.47'R = 400.00'PI Sta 32+82.12DL = 256.10'T = 129.03'R = 850.00'30 DS = 35 mphSE = 06DS = 50 mphSE = 06-L--L- PC Sta. 29+98.13-L- PCC Sta. 31+53.10-L- PT Sta. 34+09.20-L- +00.00EX. R/W40.00' RT-L- +20.00EX. R/W40.00' RT-L- +35.00EX. R/W40.00' RTCFFCC
F C15" RCP24" RCP18" HDPE24" RCPTTTEIPEIPINV.=421.57'INV.=419.63'INV.406.88'60.00'EX. R/WEX. R/WN 03°58'32" E100.00'N 03°50'40" E99.72'S 77°04'31" E50.68'DB 1138 PG 517& JERRY BLACKWELLMICHAEL GRESHAMDB 796 PG 237MICHAEL L & CRYSTAL K GRESHAMDB 1138 PG 517BLACKWELLMICHAEL GRESHAM & JERRY GRAVEL
GRAVELGRAVELN 86°04'15" W399.94'N 86°04'54" W399.94'N 76°42'46" W440.78'N 76°45'12" W370.42'N 22°04'14" E219.70'N 21°27'37" E192.47'N 77°43'25" W284.56'GRAVEL
10.57 R/W TO EIP1.30 R/W TO EIPNC GRIDNAD 83 NA 2011DB 835 PG 195FRANK REID DANIEL, JRDB 239 PG 581ESTHER M HARGROVELUTHER V & DB 717 PG 707LISA TALORYTIMOTHY & DB 1653 PG 811MICHAEL L & CRYSTAL K GRESHAMWOODSFOUNDR/W STKFOUNDR/W STKFOUNDR/W STKWOODSFOUNDR/W STKFOUNDR/W STKEIPEIPWOODSFOUNDR/W STKDB 1453 PG 913WAY FARMS LLCWOODSEIPFOUNDR/W STK0201000102
02
01
00
01
02
03
04
05
06
06
05
04
03 R=20'22'R=10'R=10'80'R=20'20'20'
10'10'25'INC.25'+89.65TYP.INC.23'+60
.13
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NC.
2
3'T
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+63.2025'R=10'R=10'R=20'CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C
C14 SY GEOTEXTILE5 TON CL B RIP RAP21 SY GEOTEXTILE8 TON CL B RIP RAPFFFFFFFFFFFFlatter
2:1 orD2:1( Not to Scale)SPECIAL CUT DITCHFROM STA. 32+50 TO STA. 34+00 -L- LTFROM STA. 30+00 TO STA. 30+50 -L- LTFROM STA. 22+00 TO STA. 22+50 -L- LTDETAIL 5-3Min. D= 0.6 Ft.GroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 29+50 TO STA. 34+00 -L- RTFROM STA. 22+00 TO STA. 23+50 -L- RTFROM STA. 34+00 TO STA. 34+43 -L- LTFROM STA. 30+50 TO STA. 32+00 -L- LTFROM STA. 26+09 TO STA. 29+50 -L- LTFROM STA. 22+50 TO STA. 24+00 -L- LTMin. D= 0.6 Ft.DETAIL 5-1GroundNaturalFlatter2:1 or( Not to Scale)SPECIAL LATERAL 'V' DITCHDd2:1FROM STA. 23+50 TO STA. 24+00 -L- RTFROM STA. 24+00 TO STA. 25+50 -L- LTDETAIL 5-2Max. d= 0.6 Ft.Min. D= 0.6 Ft.Type of Liner= CL B Rip-RapFlatter
2:1 orGroundNatural
PLANSREDLINE DRAINAGE CFFCC
FDITCHEXISTINGTIE TODITCHEXISTINGTIE TODITCHEXISTINGTIE TOGROUNDEXISTINGTIE TOLiner= GRASSn=0.035s= 0.047 ft/ftd= 0.3 ftV10= 2.3 fpsQ10= 0.33 cfsSta.= 34+00 -L- RTLiner= GRASSn=0.035s= 0.058 ft/ftd= 0.6 ftV10= 4.0 fpsQ10= 2.48 cfsSta.= 34+43 -L- LTLiner= GRASSn=0.035s= 0.033 ft/ftd= 0.6 ftV10= 3.0 fpsQ10= 1.77 cfsSta.= 26+09 -L- LTLiner= GRASSn=0.035s= 0.072 ft/ftd= 0.5 ftV10= 3.4 fpsQ10= 0.95 cfsSta.= 24+00 -L- RTSEE DETAIL 5-1SPECIAL LATERAL V DITCHSEE DETAIL 5-1SPECIAL LATERAL V DITCHSEE DETAIL 5-1SPECIAL LATERAL V DITCHSEE DETAIL 5-3SPECIAL CUT DITCHSEE DETAIL 5-1SPECIAL LATERAL V DITCHSEE DETAIL 5-1SPECIAL LATERAL V DITCHSEE DETAIL 5-3SPECIAL CUT DITCHSEE DETAIL 5-1SPECIAL LATERAL V DITCHSEE DETAIL 5-3SPECIAL CUT DITCHLiner= CL B RIPRAPn=0.054s= 0.082 ft/ftd= 0.6 ftV10= 3.1 fpsQ10= 1.86 cfsSta.= 25+50 -L- LTSEE DETAIL 5-2SPECIAL LATERAL V DITCHSEE DETAIL 5-2SPECIAL LATERAL V DITCHREMOVEREMOVEREMOVEREMOVEEL: 428.14 FT-L- 26+79.06PROP SAGEL: 433.16 FT-L- 29+34.48PROP CRESTE
L: 416.72
F
T
-
L- 34
+
62.14
P
R
O
P S
A
GCRESTEXIST DITCH18"OF SEDIMENTHALF FULLCLEAN & STABLE3:1, 2:1EXIST DITCHCLEAN & STABLE4:1, 2:1EXIST DITCHD/S SECTION HAS FALLENINLET IN GOOD CONDITION,HEAVILY VEGETATED1 FT DEEP2 FT WIDED/S CHANNEL15" RCPHW24" RCP-IV36" RCP-IVINV IN: 421.6 FTINV OUT: 420.0 FTINV IN: 410.0 FTINV OUT: 408.1 FT050105020503050405050506
388388389
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9
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9
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9
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9
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3
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9
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400
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0
4
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4044044054054
0
5
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405 405405405
405 405405405405405
4
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0
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0
7
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4
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8
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10
4
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4
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415415415415415415415416416416 416416416 4164164164164164164164164164164164164174174174
17
417
417417417417417417 417417417
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1
8 418418418418 418418418418418418
418418418418418418418418418418419419419419
419
419419419
419
419419
419 419419419419419419419 419419419419419420420420420420420
4
2
0
420
420
42042042042
0420420 420420420420420
420 420420
42042042042042042042142142142142
1
421421
421421 421421421421421422422422422
4
2
2
422422422422 422422422422
4224224234234234234
2
3
423 423
4234
2
3
4234234234244244244
2
4
4
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4
2
5
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2
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425 425425 425425425425
425425426426426426426426426426426426426426427
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4
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4
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4294294294294304304304 3 0430430430430430430
430430430431 431431431431431432 432433433 434434 435 435435SlopeFill(919) 732-6676 (FAX)[phone]Hillsborough, NC 27278320 Executive Ct.NC FIRM LICENSE No: P-0339Office of:Prepared in the REVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.602-JUN-2022 18:16Conway_Hyd_psh_6.dgnPatrick.Hartnett 8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED(SEE SHEET 5)MATCHLINE -L- STA 34+50(SEE SHEET 7)
M
ATCHLI
NE -L- STA 47+505C.039062PI Sta 37+89.43DL = 201.90'T = 101.19'R = 1,200.00'PI Sta 39+52.00DL = 123.09'T = 61.86'R = 500.00'PI Sta 42+59.16DL = 481.29'T = 245.93'R = 950.00'35
40
45DS = 55 mphSE = 06DS = 40 mphSE = 06DS = 50 mphSE = 06-L-PI Sta 47+24.63DL = 457.82'T = 230.11'R = 1,835.00'DS = 60 mphSE = 06-L- PC Sta. 36+88.24-L- PCC Sta. 38+90.14-L- PCC Sta. 40+13.24-L- PCC Sta. 44+94.53GREU TL-3-L- +50.00EX. R/W40.00' RTF C
CFCCC24" RCPEIPEIPINV.=410.00'60.00'EX. R/WEX. R/W60.00'EX. R/WEX. R/WN 01°00'05" E1040.86'S 76°31'47" E458.04'N 76°31'47" W530.70'DB 1653 PG 811MICHAEL L & CRYSTAL K GRESHAMDB 1453 PG 913WAY FARMS LLCDB 1453 PG 913WAY FARMS LLC424.63GRAVELG
R
A
V
E
L4.94 R/W TO EIP11.01 R/W TO EIPNC GRIDNAD 83 NA 2011DB 1453 PG 913WAY FARMS LLCWOODSWOODSFIELDFOUNDR/W STKWOODSFOUNDR/W STKFOUNDR/W STKFOUNDR/W STKWOODSFOUNDR/W STKWOODSWOODS0201 0001 02 02 01 000102 03 04 05 06
6
3'R=10'R=10'90'R=20'R=20'0620'20'
INC.24'TYP.+12.24CCCCCCCCCC
C
CC
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 35+00 TO STA. 47+50 -L- RTFROM STA. 39+00 TO STA. 47+50 -L- LTFROM STA. 34+50 TO STA. 38+00 -L- LTMin. D= 0.7 Ft.DETAIL 6-1GroundNaturalFlatter2:1 or
PLANSREDLINE DRAINAGE F C
CF
CDITCHEXISTINGTIE TODITCHEXISTINGTIE TOLiner= GRASSn=0.035s= 0.045 ft/ftd= 0.7 ftV10= 3.8 fpsQ10= 2.77 cfsSta.= 48+00 -L- RTLiner= GRASSn=0.035s= 0.031 ft/ftd= 0.6 ftV10= 2.8 fpsQ10= 1.37 cfsSta.= 35+00 -L- RTLiner= GRASSn=0.035s= 0.033 ft/ftd= 0.6 ftV10= 2.9 fpsQ10= 1.54 cfsSta.= 34+50 -L- LTSEE DETAIL 6-1SPECIAL LATERAL V DITCHSEE DETAIL 6-1SPECIAL LATERAL V DITCHSEE DETAIL 6-1SPECIAL LATERAL V DITCHSEE DETAIL 6-1SPECIAL LATERAL V DITCHLiner= GRASSn=0.035s= 0.070 ft/ftd= 0.6 ftV10= 3.9 fpsQ10= 1.64 cfsSta.= 49+29 -L- LTEL: 416.72 FT-L- 34+62.14PROP SAG
EL:
4
2
4.
5
1
F
T-L-
3
8
+
7
8.
1
8
P
ROP CRES
TCRE
S
T
E
XI
S
T DI
T
CH15"36" RCP-IV0601
375376376
377377377
3773783783783783
7
8
378
378379379379379379379379
3 7 9379379379379379
380380 3803803803803803803
8
0
3
8
0
3
8
0
380
380 380380380
380380380380
380380
380 380381381381381381381
381381381381381381381381381382382 382382382382382382382 382
382382382
382 382383383383383383383383383383383
383
383383383
383383
384
384 384384384384384384 384
3843 8 4
384384384384384
385
385 385385385385385385385385385385 385385 385385 385385385385385385385385385385385385385385385385385
386
386 386386386386386386386386386 386 386 386
386386386386
386386386386387
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388 388388388388388388388388388388 388 388388389
389 389389389389389389389389389 389
389389390390
390
390
390
390390390390390390390390390
390 390390390390390390 390 390 390 390 390 3 9 0 390391 391391391391391391391391391391391 391391 391391
392392 392392392392392392392392 392392392 392 392 392392
392392
393393 393393393393393393393393393393393 393393 393
393
393393393393394394 394394394394394394394
394 394394394 394 3943 9 4 394 394394395395 3953953
9
5395395395395395395395395395395395395395395395395395395395395395395395395 395395395395395
395395395395
396 396396396396396396396396396396396396 396 396396396396
396397397 397397397397397397397397397397397397 397 397397397397397398398398398398398398398398398398398398 398398 398
3
9
8
398399399 3993993993993993993993993 9 9 399399399399 399 399399399399400 400 400400 400400400400400400
400400
400400400400
400400400400400400400400400400400400400
400
400400400401401 401401401401401401401401401401401401401401 401401401402 402402402
402402402
402402402402402402
402
402402402402402402403403403403
403403403403403403403403403403403403403
404404 404404404404404404404 404404404404
4044044044054 0 5 40540540540540540540540540540
5
405405405405405
405 405405405405405405405405405405405405406406406406406406406406406406406406406406
407407 407407407407407407407407407407407407407407408408408408408408408408408408408408408408408409
409 4094094094094094094 0 9409
409409409410
410 410410410410410410410410410410410410410410410410410410410410410410411411
411411411411411411411 411411411411411412412412412412412412412412
4
12
412412412412412412413413413413413413413413414 414414414414414415415 415415415415415415415416416416416416417417417418418418SlopeFillKEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'KEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'KEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'KEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'[phone] (FAX)[phone]Hillsborough, NC 27278320 Executive Ct.NC FIRM LICENSE No: P-0339Office of:Prepared in the REVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.702-JUN-2022 18:16Conway_Hyd_psh_7.dgnPatrick.Hartnett 8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED(SEE SHEET 6)MATCHLINE -L- STA 47+50(SEE SHEET 8)M ATCHLIN E -L- STA 60+50 5C.039062PI Sta 47+24.63DL = 457.82'T = 230.11'R = 1,835.00'PI Sta 58+17.74DL = 576.51'T = 288.55'R = 5,250.00'50
55
60 DS = 60 mphSE = 06DS = 60 mphSE = 03-L- PT Sta. 49+52.35-L- PC Sta. 55+29.19-L-GREU TL-3GREU TL-3GREU TL-3GREU TL-3-L- +98.00EX. R/W-L- +35.0050.00' LT-L- +70.00-L- +30.00EX. R/W45.00' LT-L- +85.00EX. R/W45.00' LT50.00' LT-L- +38.00EX. R/W-L- +40.00EX. R/W40.00' RT-L- +00.00EX. R/W40.00' RTFFCFFCCFF42" RCP
36" RCP1900379.451901381.00INV.=381.00'INV.=379.45'INV.=380.72'INV.=381.90'EIP60.00'EX. R/WEX. R/WS 76°04'28" E171.28'S 76°04'28" E184.56'N 76°04'28" W182.95'S 89°52'24" E165.58'S 01°37'24" E302.11'N 01°37'24" W306.29'DB 1453 PG 913WAY FARMS LLCDB 1453 PG 913WAY FARMS LLCDB 1453 PG 913WAY FARMS LLCDB 595 PG 282JOHNNY LEE WILLIAMSDB 595 PG 282JOHNNY LEE WILLIAMS5841395.51SOIL NC GRIDNAD 83 NA 2011DB 1453 PG 913WAY FARMS LLCFOUNDR/W STKFOUNDR/W STKWOODSWOODSWOODSFOUNDR/W STKFOUNDR/W STKFIELDWOODSDB 1453 PG 913WAY FARMS LLC060504030202010001
02
01
0001
02
03 33'R=10'R=10'54'R=10'R=10'20'
20'INC.25'TYP.+77.3510'10'INC.25'+04.19
TYP.CCCCCFCCCCFCCCCCCCCCCCCCCCCCFCFFFFFFFFFFFFFFFSEE OUTLET DETAIL 316 SY GEOTEXTILE12 TON CL I RIP RAPSEE OUTLET DETAIL 226 SY GEOTEXTILE18 TON CL I RIP RAP( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 58+00 TO STA. 59+50 -L- RTFROM STA. 53+00 TO STA. 54+00 -L- RTFROM STA. 47+50 TO STA. 48+00 -L- RTFROM STA. 51+62 TO STA. 60+50 -L- LTFROM STA. 47+50 TO STA. 49+29 -L- LTMin. D= 0.7 Ft.DETAIL 7-1GroundNaturalFlatter2:1 orSEE INLET DETAIL 15 SY GEOTEXTILE4 TON CL I RIP RAPSEE INLET DETAIL 28 SY GEOTEXTILE5 TON CL I RIP RAP5 SY GEOTEXTILE1 TON CL I RIP RAP5 SY GEOTEXTILE1 TON CL I RIP RAPPLANSREDLINE DRAINAGE (LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALEEST TONS CLASS 'I' = 4 TONSEST GEOTEXTILE = 5 SY1.5'1.5'1.5:1 OR FLATTER1.5:1 OR FLATTER INLET DETAIL 1OUTLET DETAIL 2(LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALEEST TONS CLASS 'I' = 18 TONSEST GEOTEXTILE = 26 SY1.5'1.5'1.5:1 OR FLATTER1.5:1 OR FLATTER
(LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALEEST TONS CLASS 'I' = 5 TONSEST GEOTEXTILE = 8 SY1.5'1.5'1.5:1 OR FLATTER1.5:1 OR F
L
AT
T
E
RINLET DETAIL 2EST TONS CLASS 'I' = 12 TONSEST GEOTEXTILE = 16 SY(LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALEOUTLET DETAIL 31.5'1.5'1.5:1 OR FLATTER1.5:1 OR F
L
AT
T
E
RCFFCCGROUNDEXISTINGTIE TOGROUNDEXISTINGTIE TOGROUNDEXISTINGTIE TODITCHEXISTINGTIE TODITCHEXISTINGTIE TOLiner= GRASSn=0.035s= 0.050 ft/ftd= 0.5 ftV10= 2.5 fpsQ10= 0.43 cfsSta.= 59+00 -L- RTLiner= GRASSn=0.035s= 0.058 ft/ftd= 0.4 ftV10= 3.0 fpsQ10= 0.81 cfsSta.= 53+00 -L- RTLiner= GRASSn=0.035s= 0.053 ft/ftd= 0.7 ftV10= 3.6 fpsQ10= 1.81 cfsSta.= 51+62 -L- LTLiner= GRASSn=0.035s= 0.045 ft/ftd= 0.7 ftV10= 3.8 fpsQ10= 2.77 cfsSta.= 48+00 -L- RTLiner= GRASSn=0.035s= 0.070 ft/ftd= 0.6 ftV10= 3.9 fpsQ10= 1.64 cfsSta.= 49+29 -L- LTSEE DETAIL 7-1SPECIAL LATERAL V DITCHSEE DETAIL 7-1SPECIAL LATERAL V DITCHSEE DETAIL 7-1SPECIAL LATERAL V DITCHSEE DETAIL 7-1SPECIAL LATERAL V DITCHSEE DETAIL 7-1SPECIAL LATERAL V DITCHSEE DETAIL 7-1SPECIAL LATERAL V DITCHDITCHEXISTINGTIE TOREMOVEREMOVEEL: 385.88 FT-L- 50+92.43PROP SAGEL: 409.42 FT-L- 57+63.47PROP CRESTCRESTEXIST DITCH15"ERODED, ROCKY BOTTOMVERTICAL SIDE SLOPESD/S CHANNEL 4 FT WIDE@ OUTLET,LARGE SCOUR HOLE@ INLETSMALL SCOUR HOLEERODED, ROCKY BOTTOMVERTICAL SIDE SLOPESD/S CHANNEL 5-6 FT WIDE42" RCP HAS FALLEN,D/S SECTION OF@ OUTLET,LARGE SCOUR HOLEHWHWINV IN: 380.0 FTINV IN: 381.0 FTINV OUT: 378.5 FTINV OUT: 380.2 FTBURIED 1 FTPIPE ARCHALUMINUM64"x43"BURIED 1.0 FTPIPE ARCHALUMINUM87"x63"070107020703
385386386387387387387388388388388388389389389389389 389389389389389389389389 390390390390390390390390390390390390390 391391391391391391391391 391391 391392392392392392392 392392 392393393393393393393393393 393393393
393394394394394394394394394394394394394394394394394394 395395395395
395395395395395395395 395395395 395 395395396396396396396396 396 396396396397397397397397 397397 397 397397397397397398398398398398 398398398398398399399399399
399 399 399 399399399400400400400400400400
400
4 0 0
4004004004004004004004004004004004004004
0
0
401401401401401401 401 401 401401401
401402402402402
402402402402402402403403403403403403403 403403 403403404404404404404404404404
404 404404
4054
054
0
5
405405405405405405405405405405405405
405 405405405 405 405
4054064064
0
6
406406406406406406
406 406406
406406406407407
407407407407407407407407407 407 407407
4
0
7 407408408408408408408408408408408408408 408409409409409409409
409409409409 409409410410410410410410410410410410410410410410410410410410 410410410410411411411411411411411411411411
412412412412412412412412412412412 412412412 413413413413413413413413413413
413
413
413414414414414414414414414414414414414414
414
414414414
415415415415415415415415415415415415415415415415415415 415
415
415415415415 415415415415415415415415415415
416416416416416416416416416
416
416
416416416417
417417417417417417417417417417417417417417418418418418418418418418418418418 418418418418418419419419419419419419419
420420420420420420420420420
420
420421421422422423423424
425425426SlopeFillSlopeDitchFrontKEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'KEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'[phone] (FAX)[phone]Hillsborough, NC 27278320 Executive Ct.NC FIRM LICENSE No: P-0339Office of:Prepared in the REVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.802-JUN-2022 18:16Conway_Hyd_psh_8.dgnPatrick.Hartnett 8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED(SEE SHEET 7)MATCHLINE -L- STA 60+50(S
E
E
S
H
E
E
T 9)M
A
T
C
H
L
IN
E -L
-
S
T
A
73+505C.039062PI Sta 68+44.33DL = 510.24'T = 264.14'R = 800.00'65
70 DS = 45 mphSE = 06-L- PT Sta. 61+05.71-L-PI Sta 58+17.74DL = 576.51'T = 288.55'R = 5,250.00'DS = 60 mphSE = 03-L- PC Sta. 65+80.19-L- PT Sta. 70+90.43-L- +30.00-L- +00.00EX. R/W45.00' LT-L- +48.00EX. R/W45.00' LTFFCCC24" RCPINV.=388.76'INV.=389.346'60.00'EX. R/WEX. R/W60.00'EX. R/WEX. R/WN 82°52'24" W635.61'S 82°52'24" E1991.66'DB 1292 PG 396TRUSTEESWM E & MELBA HOBGOOD, S
OI
L
NC GRIDNAD 83 NA 2011FIELDFIELDDB 595 PG 282JOHNNY LEE WILLIAMSFOUNDR/W STKDB 595 PG 282JOHNNY LEE WILLIAMSFOUNDR/W STKWOODSDB 1292 PG 396TRUSTEESWM E & MELBA HOBGOOD, 0301 01020002
02
06
05
03
04
02
01
00
01
0
6
050403020100010274'R=10'R=10'20'20'
INC.25'+80.71TYP.
I
NC.21'
+54.19
INC.21'TYP.+95.4310'10'TYP.CFCFCFCCCCCCCCFCCCCCCCCCCCCCCCCCCCCCCCCCCCCCFFFFFFFFSEE OUTLET DETAIL 420 SY GEOTEXTILE10 TON CL I RIP RAP( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 67+00 TO STA. 73+00 -L- RTFROM STA. 64+50 TO STA. 65+50 -L- RTFROM STA. 67+00 TO STA. 73+50 -L- LTFROM STA. 60+50 TO STA. 63+18 -L- LTMin. D= 1.0 Ft.DETAIL 8-1GroundNaturalFlatter2:1 orFlatter
2:1 orD2:1( Not to Scale)SPECIAL CUT DITCHFROM STA. 73+00 TO STA. 73+50 -L- RTFROM STA. 65+50 TO STA. 67+00 -L- RTFROM STA. 64+00 TO STA. 64+50 -L- RTDETAIL 8-2Min. D= 1.0 Ft.GroundNaturalFSEE INLET DETAIL 31 SY GEOTEXTILE1 TON CL I RIP RAP5 SY GEOTEXTILE1 TON CL I RIP RAPPLANSREDLINE DRAINAGE EST GEOTEXTILE = 5 SY(LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALE1.5'1.5:1 OR FLATTER1.5:1 OR FLATTEREST TONS CLASS 'I' = 1 TONSINLET DETAIL 3EST TONS CLASS 'I' = 10 TONSEST GEOTEXTILE = 20 SY(LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALE1.5'OUTLET DETAIL 41.5:1 OR FLATTER1.5:1 OR F
L
AT
T
E
R1.5'1.5'CFFCCGROUNDEXISTINGTIE TOGROUNDEXISTINGTIE TOLiner= GRASSn=0.035s= 0.028 ft/ftd= 0.6 ftV10= 2.5 fpsQ10= 1.18 cfsSta.= 67+00 -L- LTLiner= GRASSn=0.035s= 0.034 ft/ftd= 1.0 ftV10= 3.9 fpsQ10= 4.58 cfsSta.= 64+00 -L- RTLiner= GRASSn=0.035s= 0.060 ft/ftd= 0.5 ftV10= 3.5 fpsQ10= 1.33 cfsSta.= 63+18 -L- LTSEE DETAIL 8-2SPECIAL CUT DITCHSEE DETAIL 8-1SPECIAL LATERAL V DITCHSEE DETAIL 8-1SPECIAL LATERAL V DITCHSEE DETAIL 8-1SPECIAL LATERAL V DITCHSEE DETAIL 8-2SPECIAL CUT DITCHSEE DETAIL 8-1SPECIAL LATERAL V DITCHSEE DETAIL 8-2SPECIAL CUT DITCHSEE DETAIL 8-1SPECIAL LATERAL V DITCHREMOVEEL: 394.95 FT-L- 63+09.44PROP SAGBURIED 20%48" RCP-IV1:1 SIDE SLOPES2 FT DEEPD/S CHANNEL 2 FT WIDE@ OUTLET,LARGE SCOUR HOLE15" RCP-IIIHWINV IN: 387.8 FTINV OUT: 387.1 FT080108020803
3 9 0
390
390391
392
392392392393393394394394
395395395 395395395395
3963
9
6
396396396396397397397397397397397397
398398398398398
398
398398398398
399399399399
3
9
9
399399399399400400400
400
400
400400400400400400400401401401401
401
401401401402402402402
402
4
0
2402402402
402402403403403403
403403403403403403403 403403403
403404404404404404
404404 404404
404404
405
40
5
4
0
5
405
405405
405405405405405
405405405405405405405405405
406406406406406406406406
406
4
0
6
407407407407407
407 407 407
4
0
7
407407
407407407408408408408408 408408
4
0
8
408
408
408408409409409409409
409
4
0
9
409 409409409
409409409
410 410410410410410410410410 410410
410
410410
410
410
410
410
410
410410411411411411411 411411
411411411411
411412412412412412
412412412
412
412
412
41241241341341341341341
3
413
413
413
413413
414 414414414414414414
414414
414
4
14
414 414414415 415415415415415415415415415415
415 415415415 4154154154154
1
5
415 4154154154154154164
16
4
1
6
4 16
416
416
416
416
4164164164164
1
6 416416416417417417417417417417417
417
417
417417417417417417
417
418418418418 418418418418 4184
1
8
418418418418418
418418418418418
418418419419419419
419419419
419
419
419419419419419419
419
419419420420420420420420420
420
420
420
420 420420420420420420420420 4204204204204204204204204204204204
2
0
4204204
2
0 420420420420 420420421421421421 421421421421421 421421421421421421421421
422422422422422 422422
422
422422422422422422422422422422422422423423423423423
423
423423423
423 423423423423423423424424424 424424
424
424
424424424424425425425425425425
425
425
425 425425425425425425425425425426426426
426
4 2 6426426
426426426427427427427
427
427427427427
428428428 428428428428
428429429429 429429429429430430430430 430
430430430430430430
430 430430431431431431431
431 431431431 431431 431431
431432432 432432432432 432432
433433 433433 433433433433434435 435435436SlopeFillSlopeDitchFrontSlopeFillGeotextileSlopeFillSlopeDitchFrontSlopeFillGeotextileKEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'KEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'KEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'KEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'[phone] (FAX)[phone]Hillsborough, NC 27278320 Executive Ct.NC FIRM LICENSE No: P-0339Office of:Prepared in the REVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.902-JUN-2022 18:16Conway_Hyd_psh_9.dgnPatrick.Hartnett 8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED(SEE SHEET 8)MATCHLINE -L- STA 73+50(SEE SHEET 10)
M ATCHLIN E -L- STA 86+50 5C.039062PI Sta 79+24.36DL = 372.53'T = 186.28'R = 10,000.00'75
80
85 DS = 60 mphSE = 02-L--L- PC Sta. 77+38.07-L- PT Sta. 81+10.60-L- +80.00EX. R/W50.00' LT-L- +40.00EX. R/W50.00' LTCCFFCCF24"
R
C
PINV.=398.84'INV.=399.35'48" WW3 SBW4 SBW4 SBW60.00'EX. R/WEX. R/WS 89°11'15" W771.28'N 89°11'15" E134.19'S 18°03'45" E462.00'NC GRIDNAD 83 NA 2011FIELDFIELDSOIL FOUNDR/W STKDB 1292 PG 396TRUSTEESWM E & MELBA HOBGOOD, DB 1292 PG 396TRUSTEESWM E & MELBA HOBGOOD, DB 1215 PG 291LAURISTON K & MARGARET ELLIOTTDB 1215 PG 291LAURISTON K & MARGARET ELLIOTT000201
01
02
02
02
01
00
01
22'R=10'R=10'20'
20'INC.25'+54.74TYP.INC.25'+68.93
10'10'TYP.CCCCCCCCCCFFFCFCFCCCFCFCFCCCCCCFFFFFFFF( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 84+50 TO STA. 85+50 -L- RTFROM STA. 73+50 TO STA. 76+00 -L- RTFROM STA. 77+50 TO STA. 82+00 -L- LTFROM STA. 73+50 TO STA. 75+50 -L- LTMin. D= 0.7 Ft.DETAIL 9-1GroundNaturalFlatter2:1 orFlatter2:1 orD2:1( Not to Scale)SPECIAL CUT DITCHFROM STA. 76+00 TO STA. 77+00 -L- RTDETAIL 9-2Min. D= 1.0 Ft.GroundNaturalCCFFFFFSEE INLET DETAIL 42 SY GEOTEXTILE2 TON CL I RIP RAPSEE OUTLET DETAIL 530 SY GEOTEXTILE15 TON CL I RIP RAP( Not to Scale)SPECIAL LATERAL 'V' DITCHDd2:1FROM STA. 82+00 TO STA. 82+50 -L- LTDETAIL 9-3Max. d= 0.7 Ft.Min. D= 0.7 Ft.Type of Liner= CL B Rip-RapFlatter
2:1 orGroundNaturalCCCCCCCCCCFFFCFCFC
CCFCFCFCCCCCCFFFFFFFF( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 84+50 TO STA. 85+50 -L- RTFROM STA. 73+50 TO STA. 76+00 -L- RTFROM STA. 77+50 TO STA. 82+00 -L- LTFROM STA. 73+50 TO STA. 75+50 -L- LTMin. D= 0.7 Ft.DETAIL 9-1GroundNaturalFlatter2:1 orFlatter2:1 orD2:1( Not to Scale)SPECIAL CUT DITCHFROM STA. 76+00 TO STA. 77+00 -L- RTDETAIL 9-2Min. D= 1.0 Ft.GroundNaturalCCFFFFFSEE INLET DETAIL 42 SY GEOTEXTILE2 TON CL I RIP RAPSEE OUTLET DETAIL 530 SY GEOTEXTILE15 TON CL I RIP RAP( Not to Scale)SPECIAL LATERAL 'V' DITCHDd2:1FROM STA. 82+00 TO STA. 82+50 -L- LTDETAIL 9-3Max. d= 0.7 Ft.Min. D= 0.7 Ft.Type of Liner= CL B Rip-RapFlatter
2:1 orGroundNatural
PLANSREDLINE DRAINAGE (LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALE1.5'1.5'1.5:1 OR FLATTER1.5:1 OR F
L
AT
T
E
R1.5'1.5'1.5:1 OR FLATTER1.5:1
O
R FL
A
TTE
R (LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALEEST TONS CLASS 'I' = 2 TONSEST GEOTEXTILE = 2 SYINLET DETAIL 4EST TONS CLASS 'I' = 15 TONSEST GEOTEXTILE = 30 SYOUTLET DETAIL 5(LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALE1.5'1.5'1.5:1 OR FLATTER1.5:1 OR F
L
AT
T
E
R1.5'1.5'1.5:1 OR FLATTER1.5:1
O
R FL
A
TTE
R (LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALEEST TONS CLASS 'I' = 2 TONSEST GEOTEXTILE = 2 SYINLET DETAIL 4EST TONS CLASS 'I' = 15 TONSEST GEOTEXTILE = 30 SYOUTLET DETAIL 5CFFCCFFGROUNDEXISTINGTIE TOLiner= GRASSn=0.035s= 0.023 ft/ftd= 0.6 ftV10= 2.6 fpsQ10= 1.81 cfsSta.= 84+50 -L- RTLiner= GRASSn=0.035s= 0.082 ft/ftd= 0.4 ftV10= 3.8 fpsQ10= 1.18 cfsSta.= 82+50 -L- LTGROUNDEXISTINGTIE TOSEE DETAIL 9-1SPECIAL LATERAL V DITCHDITCHEXISTINGTIE TOSEE DETAIL 9-1SPECIAL LATERAL V DITCHSEE DETAIL 9-1SPECIAL LATERAL V DITCHSEE DETAIL 9-1SPECIAL LATERAL V DITCHSEE DETAIL 9-2SPECIAL CUT DITCHSEE DETAIL 9-3SPECIAL LATERAL V DITCHGROUNDEXISTINGTIE TOLiner= GRASSn=0.035s= 0.023 ft/ftd= 0.6 ftV10= 2.6 fpsQ10= 1.81 cfsSta.= 84+50 -L- RTLiner= GRASSn=0.035s= 0.082 ft/ftd= 0.4 ftV10= 3.8 fpsQ10= 1.18 cfsSta.= 82+50 -L- LTGROUNDEXISTINGTIE TOSEE DETAIL 9-1SPECIAL LATERAL V DITCHDITCHEXISTINGTIE TOSEE DETAIL 9-1SPECIAL LATERAL V DITCHSEE DETAIL 9-1SPECIAL LATERAL V DITCHSEE DETAIL 9-1SPECIAL LATERAL V DITCHSEE DETAIL 9-2SPECIAL CUT DITCHSEE DETAIL 9-3SPECIAL LATERAL V DITCHREMOVEREMOVEEL: 423.65 FT-L- 77+39.82PROP CRESTEL: 403.65 FT-L- 83+22.41PROP SAGEL: 423.65 FT-L- 77+39.82PROP CRESTEL: 403.65 FT-L- 83+22.41PROP SAGCRESTEXIST DITCHCRESTEXIST DITCHVERTICAL SIDE SLOPES3 FT DEEPD/S CHANNEL 3 FT WIDESLIGHT SCOUR @ OUTLET,EXISTING RIPRAP PAD @ OUTLET,GOOD CONDITION,GRASS LINED3:1 SIDE SLOPESCLEAN AND STABLEB
U
R
I
ED 20%42"
R
C
P-
I
V CRESTEXIST DITCHCRESTEXIST DITCHVERTICAL SIDE SLOPES3 FT DEEPD/S CHANNEL 3 FT WIDESLIGHT SCOUR @ OUTLET,EXISTING RIPRAP PAD @ OUTLET,GOOD CONDITION,GRASS LINED3:1 SIDE SLOPESCLEAN AND STABLEB
U
R
I
ED 20%42"
R
C
P-
I
VHWHWINV IN: 397.8 FTINV OUT: 397.1 FT09010902INV IN: 397.8 FTINV OUT: 397.1 FT09010902
389389390390390
391391392392
393
393393393393
394394394394
394 394394
394395395395395395395395395
395
395 395395396396396396 396 396397397397397
3
9
7397
398398398398
398 3983983
9
8
398399399399
399
399 399399399399399400400400400
400
400
400
400400
400
400400400400400400400400401401401401401401401
401401402402402402
402
4
02
402 402402402402402402402402403403403403
403403403403403403403403403403
404404404404404404404
404404404404
404404
405405 405405405405405405
405405
405
405405405405405405405405405405 4054054054
0
6406406406406406406
406 4
06 406406406406406406406
407407407407407407407407407407407407407407407407407407408
408408408408408408408408408
40
8 408408408408408408 4084
0
9
409409409409409409409
409 409409
4094094094094094
1
0
410410410410410410410410410410410410410 41
0 410410
410
410410410410410410410410
411
411411411411411411411 411411 411411411411412
412412412412412412412
412 412412412412412412413
413413413413413413413413413413413 4134134134
14
414414414414414414414
414414414414
414414414
414415415
415
415415415415415415415415415415415415415415415415 415415 415415415415415415 415415415416416416416
416416416416416416416416416416 416417417417417417417417
417417417417417417 417418
418
418418418418418418418418418418418418418418419419419419419419419419419419419419419419
419
419419419
420
420
4
2
0
420 420420420420420420420420 420420420420420 420420420420420420420420420420420420420420421421421421
421 421421421
4214214214214214214214214
2
2
422 422422422422422422
422422422422422423423 423423
423423423423423
423423423423423424424424424424424424424424
424424424424424424425
425425 425425425425 425425425425425425425 425
425425425425425425425426 426426426
426426426426
4264264264264274274274
2
7 427427
427427427
427428428428428428428
428428428428
428428428429
429 429429429429
429429429429429
430430430430430430 430430430430430430
431431431431431431432432432
432433
433 433434
434434435
435435 435435435436436 436437437438438438
439439440 440440441 SlopeDitchFrontSlopeFillSlopeFillKEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'[phone] (FAX)[phone]Hillsborough, NC 27278320 Executive Ct.NC FIRM LICENSE No: P-0339Office of:Prepared in the REVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.1002-JUN-2022 18:17Conway_Hyd_psh_10.dgnPatrick.Hartnett 8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED(SEE SHEET 9)MATCHLINE -L- STA 86+50(SEE SHEET 11)
M ATCHLIN E -L- STA 99+50 5C.039062PI Sta 90+79.99DL = 436.49'T = 220.79'R = 1,175.00'PI Sta 98+37.99DL = 166.95'T = 83.78'R = 800.00'90
95 DS = 55 mphSE = 06DS = 45 mphSE = 06-L-DS = 30 mphR = 260.00'SE = 06T = 85.93'PI Sta 100+07.09L = 165.99'D-L- PT Sta. 92+95.69-L- PC Sta. 88+59.20-L- PC Sta. 97+54.21-L- PCC Sta. 99+21.16FCC18" RCP
2
4
" RC
PT
TINV.=402.92'INV.=405.73'INV.=402.23'INV.=403.43'3 SBW4 SBW3 SBW3 SBW3 SBW3 SBW60.00'EX. R/WEX. R/W60
.00
'EX. R/WEX. R/WGAURDCATTLE4 SBW4 SBWN 00°11'15" E1655.91'S 00°11'15" W94
1.28'
SOIL
SOIL
SOIL
NC GRIDNAD 83 NA 2011BL-16FOUNDR/W STKFOUNDR/W STKEIPFIELDDB 1215 PG 291LAURISTON K & MARGARET ELLIOTTDB 1215 PG 291LAURISTON K & MARGARET ELLIOTTDB 1778 PG 335C DAVID & EUNICE R WINSTONDB 1778 PG 335C DAVID & EUNICE R WINSTONFIELDFOUNDR/W STKFOUNDR/W STKFOUNDR/W STKWOODSBL-170201000102030405
06
05
0
4
0
3
0
2
0
1
0
0
0
1
0
2
06
0
2
0
1
0
0
0
1
0
2
0
3
0
4
05
06 42'R=10'R=10'28'R=10'R=10'25'R=10'R=10'20'24'+15.20INC.TYP.10'10'24'+15
.69
INC.INC.24'+
10
.25
TYP.TYP.CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCFFFFFFFFFFFFFSEE OUTLET DETAIL 611 SY GEOTEXTILE8 TON CL I RIP RAPFlatter
2:1 orD2:1( Not to Scale)SPECIAL CUT DITCHFROM STA. 89+00 TO STA. 90+00 -L- RTDETAIL 10-3Min. D= 0.5 Ft.GroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 87+50 TO STA. 89+00 -L- RTFROM STA. 90+50 TO STA. 92+50 -L- LTFROM STA. 87+50 TO STA. 90+00 -L- LTMin. D= 0.5 Ft.DETAIL 10-1GroundNaturalFlatter2:1 or ( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 90+50 TO STA. 99+50 -L- RTFROM STA. 98+50 TO STA. 99+50 -L- LTMin. D= 1.0 Ft.DETAIL 10-2GroundNaturalFlatter2:1 or21 SY GEOTEXTILE8 TON CL 1 RIP RAPPLANSREDLINE DRAINAGE (LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALEOUTLET DETAIL 6EST TONS CLASS 'I' = 8 TONSEST GEOTEXTILE = 11 SY1.5'1.5'1.5:1 OR FLATTER1.5:1 OR F
L
AT
T
E
RFCCFCCFFCGROUNDEXISTINGTIE TOGROUNDEXISTINGTIE TOGROUNDEXISTINGTIE TOGROUNDEXISTINGTIE TOLiner= GRASSn=0.035s= 0.037 ft/ftd= 0.6 ftV10= 2.9 fpsQ10= 1.31 cfsSta.= 98+50 -L- LTLiner= GRASSn=0.035s= 0.045 ft/ftd= 0.8 ftV10= 3.9 fpsQ10= 3.30 cfsSta.= 92+82 -L- RTLiner= GRASSn=0.035s= 0.045 ft/ftd= 0.8 ftV10= 4.0 fpsQ10= 3.57 cfsSta.= 92+82 -L- RTLiner= GRASSn=0.035s= 0.042 ft/ftd= 0.3 ftV10= 1.9 fpsQ10= 0.2 cfsSta.= 92+00 -L- LTLiner= GRASSn=0.035s= 0.030 ft/ftd= 0.2 ftV10= 1.6 fpsQ10= 0.16 cfsSta.= 87+50 -L- LTLiner= GRASSn=0.035s= 0.026 ft/ftd= 0.5 ftV10= 2.6 fpsQ10= 1.49 cfsSta.= 87+50 -L- RTSEE DETAIL 10-1SPECIAL LATERAL V DITCHSEE DETAIL 10-1SPECIAL LATERAL V DITCHSEE DETAIL 10-1SPECIAL LATERAL V DITCHSEE DETAIL 10-1SPECIAL LATERAL V DITCHSEE DETAIL 10-1SPECIAL LATERAL V DITCHSEE DETAIL 10-3SPECIAL CUT DITCHSEE DETAIL 10-1SPECIAL LATERAL V DITCHREMOVEREMOVEEL: 416.04 FT-L- 89+33.96PROP CRESTEL: 408.36 FT-L- 92+91.38PROP SAGHEAVILY VEGETATEDU/S CHANNEL1:1 SIDE SLOPES3 FT DEEPD/S CHANNEL 2 FT WIDELARGE SCOUR HOLE @ OUTLET,D/S SECTION HAS FALLEN,1:1 SIDE SLOPES2 FT DEEPD/S CHANNEL 2 FT WIDESCOUR HOLE @ OUTLET,D/S SECTION HAS FALLEN,30" RCP-IV
36
" RCP
-
IVHW INV OUT: 403.5 FTINV IN: 405.5 FTINV IN: 402.9 FTINV OUT: 401.2 FT1001100210031004
3623633
64
365
366367 368369369369
369369369369
369370 370370
3
7
0
3703703703703703
7
0
370370
370370370
370370370370
370370371
371371371371
371371372372372372
3
72372 373
373
373373373373
373
373374374
374
374
3753
7
5
375
3753
7
5
375 375376376
3
7
6
376
376
377377
3
7
7
377
377
378
378378
378
379379379
379379379
380380
380380380
3
8
0
380 380380
380 380381
381
381
382
382
382
3
8
2
382382
383
3
8
3
3
8
3 383383
384
384
384
384
384
385
3
8
5
385
385
385
385385
385
385
386
386
386
386386
386387
387387387
3
8
7
387
388
3
8
8
388
388388
388
389
389389389
389
389390390
390
390
390
390390
3 9 0 390390
390
390
391
391
3913
9
1 391391
391
391392
392
3
9
2
392 392392392
3
9
2 393393
393393
393393393
393394
3
9
4
394394
394394
394
395
395
395
395
395
39539539
5
395 395395395
395
395 395396
396
396
396396396
396 396396397
397
397397397397
397 397398 398
398
398
398
398
398 398398
3983
9
9
399399
399399 399399399399400400400400400
400
400
400400
4
00
400
400
400400400
400400400401
401
401401
401 401401
4014014014024
0
2
402
4
0
2
402
402 402402 403403403403
403403
403404404
404
404404 404404404404405405405
405
4054 0 5
405
405405405405405
405
4
0
5
4
0
5
405406406
406
406
406 406406406407
407
407407 407407 4074074
0
8
408
408408408 408408 4084084084
0
9
409
409
409409409 409409 4094104
1
0
4
1
0
410
410410410
410
410410
410410 410410
410 410410410410
411
411
4 1 1
411 411 411411 411411412412
4124124
124
12
412 412412413413413
413
413413 413413 413413
413413
413414414
4144
14
414
414
414 414414414415415 415415415
415
415415415415415 415 415415415 415415416416416
4164164164164
16
416416
417417417417417417
417
417417 417417418418418
418418
418418
4 1 8 418418418418418418418419419
419419
419419419419419419
419419419419420420420
420 420420
420 420420420420420420 420420420
4
2
0
4
2
0
4
2
0
420420421
421 421421421421421
4214
2
1
422 422422422422422422422
422
422
4234234234234
2
3423
423 423423423423423423423423423424 424 424424424424
424
424424 425425425425
425425425425
42542
5
425425425425425425425 426426426
426426426426426426427427427427427427427428428428428428
428
429 429429429429
429
429430
430 430430430430430430430430430430430
4304314314314314
3
1
4
3
1
431431 432 432432432432432
4
3
2
4
3
2
433 4334334334334334
3
3
433433434 4344344344344344
3
4
4344
3
5
435
435 4354354354354354354354354354364364364
3
6 436436436437437437437 437438438439SlopeDitchFrontSlopeDitchFrontGeotextileSlopeFillSlopeFillGeotextile(919) 732-6676 (FAX)[phone]Hillsborough, NC 27278320 Executive Ct.NC FIRM LICENSE No: P-0339Office of:Prepared in the REVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.1102-JUN-2022 18:17Conway_Hyd_psh_11.dgnPatrick.Hartnett 8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED(SEE SHEET 10)MATCHLINE -L- STA 99+50(SEE SHEET 12)
M ATCHLIN E -L- STA 111+50 5C.039062PI Sta 100+07.09DL = 165.99'T = 85.93'R = 260.00'PI Sta 101+63.04DL = 151.48'T = 75.89'R = 1,000.00'PI Sta 106+13.86DL = 308.63'T = 154.64'R = 1,950.00'100
105
110 DS = 30 mphSE = 06DS = 55 mphSE = 06DS = 60 mphSE = 06-L- PCC Sta. 100+87.15-L- PT Sta. 102+38.63-L-PI Sta 111+01.99L = 146.29'T = 73.15'R = 5,000.00'DS = 60 mphSE = 03D-L- PC Sta. 104+59.22-L- PT Sta. 107+67.85-L- PC Sta. 110+28.84GREU TL-3CFFCCFCT18" RCP60.00'EX. R/WEX. R/WSOIL
S
OIL
SOIL NC GRIDNAD 83 NA 2011WOODSWOODSFIELDFOUNDR/W STKWOODSWOODSDB 1778 PG 335C DAVID & EUNICE R WINSTONDB 1778 PG 335C DAVID & EUNICE R WINSTON06
05
04
03
02
01
00
01
06
05
04
03
02
02
05
04
03
02
01
00
01
02
02
01
00
01
03
02
0366'R=10'R=10'44'R=10'R=10'25'R=10'R=10'06
I
NC.24'
+86.63
TYP.25'
+92.85
INC.TYP.CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC10 SY GEOTEXTILE3 TON CL B RIP RAPFFFFFFFFlatter
2:1 orD2:1( Not to Scale)SPECIAL CUT DITCHFROM STA. 102+50 TO STA. 103+00 -L- LTDETAIL 11-3Min. D= 0.6 Ft.GroundNatural2:1DFlatter
2:1 ord( Not to Scale)SPECIAL CUT DITCHFROM STA. 107+50 TO STA. 108+50 -L- RTDETAIL 11-4Max. d= 0.6 Ft.Min. D= 0.6 Ft.Type of Liner= CL B Rip-RapGroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 103+50 TO STA. 106+50 -L- RTFROM STA. 99+50 TO STA. 101+00 -L- RTFROM STA. 110+00 TO STA. 111+50 -L- LTFROM STA. 103+00 TO STA. 109+60 -L- LTFROM STA. 99+50 TO STA. 101+50 -L- LTMin. D= 0.8 Ft.DETAIL 11-1GroundNaturalFlatter
2:1 or
CCC5 SY GEOTEXTILE1 TON CL I RIP RAP( Not to Scale)SPECIAL LATERAL 'V' DITCHDd2:1FROM STA. 108+50 TO STA. 109+50 -L- RTFROM STA. 106+50 TO STA. 107+50 -L- RTFROM STA. 107+50 TO STA. 109+60 -L- LTDETAIL 11-2Max. d= 0.6 Ft.Min. D= 0.6 Ft.Type of Liner= CL B Rip-RapFlatter
2:1 orGroundNatural
PLANSREDLINE DRAINAGE CGROUNDEXISTINGTIE TOGROUNDEXISTINGTIE TODITCHEXISTINGTIE TOGROUNDEXISTINGTIE TOSEE DETAIL 11-1SPECIAL LATERAL V DITCHSEE DETAIL 11-1SPECIAL LATERAL V DITCHSEE DETAIL 11-3SPECIAL CUT DITCHSEE DETAIL 11-1SPECIAL LATERAL V DITCHSEE DETAIL 11-1SPECIAL LATERAL V DITCHSEE DETAIL 11-4SPECIAL CUT DITCHSEE DETAIL 11-2SPECIAL LATERAL V DITCHSEE DETAIL 11-1SPECIAL LATERAL V DITCHLiner= CL B RIPRAPn=0.035s= 0.066 ft/ftd= 0.6 ftV10= 2.9 fpsQ10= 1.89 cfsSta.= 109+50 -L- RTSEE DETAIL 11-2SPECIAL LATERAL V DITCHSEE DETAIL 11-2SPECIAL LATERAL V DITCHLiner= CL B RIPRAPn=0.054s= 0.073 ft/ftd= 0.6 ftV10= 3.1 fpsQ10= 2.34 cfsSta.= 109+60 -L- LTREMOVEEL: 438.29 FT-L- 101+78.73PROP CRESTCRESTEXI
ST DI
TCH18" RCP-IVINV OUT: 387.2 FTINV IN: 389.8 FT11021101
361361 361362362 362 362363363363363363363363363363363364364364364364364 364364364364364 364365365365365365365365365365 365365 365365365365365365365 366366366366366 366366366 366366366 366366366367367367367367 367367367367 367367367367367367 368368368368 368368368368368368 368368368369369 369369369369369369369369369369369 3693 6 9
370370370370370370370 370 370370370 370370370370370370370370370370
371371371371 371371371371371371371
371372372372372372 372372372372372
373373373373373 373373373373373 373373374374374374374374374374 374 374 374374375375375375375375375375375375375375375375375 375375 375 375375376376376376376376376376376 3763
7
7377377377377377377377377377377378378378378378378378378378378378
37837937937937937937937937937937937 9
380380380380380380380380380380380380380380380380380380380380 380 380 380380380380
381381381381381381381381381381381381 381381381382382382382382382382382382
382382382 382
382
383383383383383383383383383383 383383 383383
383383384384384384384384384384384384384384384384384385385385385385385385385385385385385385385385385385385385385385385385385385385385385 385 385386386386386386386386386386386386386386386 386387
38738 7 3873873873873873873 8 7
387387387387
388388388388388
388388388388388388388388388389
389389389389389389389389389389389390390390390390390390390390390390390390390390390390390390
390390390390 390
391391391391391391391391391391391
391392392392392392392392392392392393393393393393393393393393393393
3943943943943943943943943943953953953953953953953953953953953953953953953953953953963963963963963963963963963963
9
639
6397397397397397397397397397397397
3 9 7
397
3983983983983983983983983983983983993993993993993993993 9 9
4
0
0 400400400400400400400400400400400400400 400400400401401401401401401
402402402402402402403403403403403403403403404404404404404404404404405405 4054054054054054054054054054054054
0
5405
406406406406406406407407407407407407407407407
4074084084084084084084
0
8
408408409409409409409409409409410410410410410410410
410410411411411412412413SlopeDitchFrontSlopeFillSlopeFillSlopeFillGeotextileW/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'KEY IN 1.0'W/ GEOTEXTILERIP RAPCLASS 'I'W/ GEOTEXTILERIP RAPCLASS 'I'KEY IN 1.0'KEY IN 1.0'[phone] (FAX)[phone]Hillsborough, NC 27278320 Executive Ct.NC FIRM LICENSE No: P-0339Office of:Prepared in the REVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.1202-JUN-2022 18:17Conway_Hyd_psh_12.dgnPatrick.Hartnett 8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED(SEE SHEET 11)MATCHLINE -L- STA 111+50(SEE SH
EET 13)
M
A
TC
H
LI
N
E
-L- STA 124+005C.039062PI Sta 114+74.99DL = 229.28'T = 114.99'R = 1,200.00'PI Sta 116+86.72DL = 192.69'T = 97.44'R = 525.00'PI Sta 120+46.11DL = 523.77'T = 264.14'R = 1,640.00'115
120DS = 55 mphSE = 06DS = 40 mphSE = 06DS = 60 mphSE = 06-L- PT Sta. 111+75.13-L- PC Sta. 113+60.01-L- PCC Sta. 115+89.28-L- PCC Sta. 117+81.97-L-PI Sta 111+01.99L = 146.29'T = 73.15'R = 5,000.00'DS = 60 mphSE = 03D-L- PT Sta. 123+05.75GREU TL-
3GREU TL-3
GREU TL-
3-L- +15.00-L- +65.00-L- +25.00-L- +75.0045.00' LT-L- +20.00EX. R/W-L- +92.00EX. R/W45.00' LT-L- +25.0050.00' RTEX. R/W-L- +05.00EX. R/W50.00' RTF CC96" CMPINV.=363.38'INV.=363.29'60.00'EX. R/WEX. R/W60
.00'EX. R/WEX. R/WS 77°48'42" W2214.19'NC GRIDNAD 83 NA 2011DB 1778 PG 335C DAVID & EUNICE R WINSTONWOODSWOODSFOUNDR/W STKDB 1778 PG 335C DAVID & EUNICE R WINSTONFOUNDR/W STKWOODSFOUNDR/W STKWOODSWOODSWOODSFIELD03 02 0605040302
05040306020120'
25'+85.01INC.TYP.10'10'
FC
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCF F F F F F
Flatter
2:1 orD2:1( Not to Scale)SPECIAL CUT DITCHFROM STA. 119+00 TO STA. 120+00 -L- RTFROM STA. 114+50 TO STA. 115+00 -L- RTDETAIL 12-3Min. D= 0.8 Ft.GroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 111+50 TO STA. 112+00 -L- LTMin. D= 0.4 Ft.DETAIL 12-2GroundNaturalFlatter
2:1 or ( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 120+00 TO STA. 124+00 -L- RTFROM STA. 115+00 TO STA. 119+00 -L- RTFROM STA. 114+00 TO STA. 114+50 -L- RTFROM STA. 115+50 TO STA. 124+00 -L- LTMin. D= 0.8 Ft.DETAIL 12-1GroundNaturalFlatter
2:1 or
C C SEE OUTLET DETAIL 73 CY DDE3 SY COIR FIBER MATTING14 SY GEOTEXTILE10 TON CL I RIP RAPSEE INLET DETAIL 56 CY DDE7 SY COIR FIBER MATTING11 SY GEOTEXTILE8 TON CL I RIP RAP5 SY GEOTEXTILE1 TON CL I RIP RAP( Not to Scale)SPECIAL LATERAL 'V' DITCHDd2:1FROM STA. 114+50 TO STA. 115+50 -L- LTFROM STA. 112+00 TO STA. 112+50 -L- LTDETAIL 12-4Max. d= 0.4 Ft.Min. D= 0.4 Ft.Type of Liner= CL B Rip-RapFlatter
2:1 orGroundNatural
PLANSREDLINE DRAINAGE EST TONS CLASS 'I' = 10 TONSEST GEOTEXTILE = 14 SY(LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALEEST COIR FIBER MATTING = 3 SYNOTE: BACKFILL TO TOP OF SILLS W/NATIVE MATERIALSEE NOTE UNDER ADDITIONAL INFORMATION & COMPUTATIONSDDE = 3 CYOUTLET DETAIL 71.5'INLET DETAIL 5EST GEOTEXTILE = 11 SYEST COIR FIBER MATTING = 7 SY(LEFT TO RIGHT LOOKING DOWNSTREAM)NOT TO SCALE2:1 OR FLATTER1.5'2:1 OR FLATTERDDE = 6 CYEST TONS CLASS 'I' = 8 TONS1.5'2:1 OR FLATTER1.5'2:1 OR FLATTERCFF
CFCCFGROUNDEXISTINGTIE TOGROUNDEXISTINGTIE TOLiner= GRASSn=0.035s= 0.054 ft/ftd= 0.8 ftV10= 4.8 fpsQ10= 5.62 cfsSta.= 113+72 -L- RTLiner= GRASSn=0.035s= 0.081 ft/ftd= 0.7 ftV10= 3.8 fpsQ10= 1.18 cfsSta.= 115+00 -L- LTGROUNDEXISTINGTIE TODITCHEXISTINGTIE TOSEE DETAIL 12-2SPECIAL LATERAL V DITCHSEE DETAIL 12-3SPECIAL CUT DITCHSEE DETAIL 12-1SPECIAL LATERAL V DITCHSEE DETAIL 12-3SPECIAL CUT DITCHSEE DETAIL 12-1SPECIAL LATERAL V DITCHSEE DETAIL 12-1SPECIAL LATERAL V DITCHSEE DETAIL 12-1SPECIAL LATERAL V DITCHSEE DETAIL 12-4SPECIAL LATERAL V DITCHLiner= CL B RIPRAPn=0.035s= 0.090 ft/ftd= 0.4 ftV10= 2.6 fpsQ10= 0.87 cfsSta.= 112+50 -L- LTSEE DETAIL 12-4SPECIAL LATERAL V DITCHREMOVEEL: 373.90 FT-L- 113+55.67PROP SAG 1' SILLS, INSET 3' MIN.1' SILLS, INSET 3' MIN.INV OUT: 361.10 FTINV IN: 361.52 FTBURIED 1'BOX CULVERT, 15'4"x6'5" ALUMINUM
3
7
93793
8
0380381381382382383383 383383
384384
384384385385 385385
3853853863863863863863873
8
7
387387 3873883883883883883883
8
938938938938
9
3893893903903903
9
0 390390390
3903903903903
9
1391391391391391392392392392
3
9
2
392392
393393393393
393393
393394394 394394
394394394 3943
9
5395395395395 395395
395
395395395395
395
395395395396396 3963963
9
6
396396396397397
397
397 397397
397397397397
398398398398398
398398398
398
398399
399399399399399399399399
399
399400400400
400
400
400400400400400400 400400
400
400
400
400
400400400
400
400400
401
401
401
4 0 1
401 4014014014014
01
401401401
402
4
0
2402 402402402402
402
402
402 402402403403403403403403403403403403403404404
4
0
4
404
404 404404404404404
404404404404404405405 405405405405
405
405405405405 405405405405
405
405
4
0
5405
405405405
405405
405 405405405405405406406406406
406
406406406406406406406406406406 407407407 407407407
407
407407407407408 408408
408
408 4084084084
0
8
408408408408408408
4084094094094094094
0
9409 409 409409
409409
409
409
409 409409410410410410410410410410 410410410410410410
410410410410410410 410410
410
410410
410
410
410410
410410
4104
1
0
410 410410411411411411411 411411411
411411 411411411
411411411
411411411411411
411411411411411411411412412
412
412
4124124124124124124
1
2 412412412412412412
412
412412412 412 412
412412 4124
12 412412 412412412412
412413413 413413
4134
1
3
413
413413 413413413413 413413 413413413413413413413413413413413413414414414 414414
414414
4
1
4
414414414
414 414414 41441441441441441441441441541
5415
415 4154154
1
5 415415415415415
415415 415415415
4
1
5
415415
415 415415415 415415 415415415415415415415415415415
4
1
6 416416416416
416416416416416416416416416416 416416 4164164164164164
1
7417417417 417417417417417417417417417417417417 417417417417417
417 417417418
4
1
8418 418418418 418418
418
418418418418 4184184184
1
8418418
418418418418418419
419
419 419419419419419419
4
19419419419 419419419 419419419419419419419419419419420
4
2
0
420420420 4204204
2
0 420420420420420420420420
4
2
0420420420420420420420
420420420420420420420420420420420 420420420420420420420421421421
421421421 421421 421421421421421
4214214
2
2422 422422422422422
422423423423423423
423423424424424 4
2
4 424424
425
425
425 425425425425425426426426 427427427428428428429 430SlopeFill
[phone] (FAX)[phone]Hillsborough, NC 27278320 Executive Ct.NC FIRM LICENSE No: P-0339Office of:Prepared in the REVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.1302-JUN-2022 18:17Conway_Hyd_psh_13.dgnPatrick.Hartnett 8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED(SEE SHEET 12)MATCHLINE -L- STA 124+005C.039062125
-L- POT Sta. 128+80.02-L- STA. 128+71.00END TIP PROJECT 5C.039062CFCCFEIPEIPEIPT60.00'EX/ R/WEX/ R/W60.00'EX. R/WEX. R/W60.00'EX. R/WEX. R/W10'X70'10'X70'N 10°02'00" W401.12'N 10°02'00" W2385.74'N 88°39'43" E310.39'N 86°02'15" E169.04'S 86°44'06" E313.97'S 78°40'36" E148.86'S 14°13'38" E200.00'S 14°13'50" E150.00'TTAASPHALTGRAVELVAR. WIDTHSR 1409CONWAY ELLIOTT RDGRAVELSOIL
CORNW ALL RD SR 1300
20.5 BST
NC GRIDNAD 83 NA 2011NDFMARY N & MARGARET E WOODSNDFMARY N & MARGARET E WOODSDB 1778 PG 335C DAVID & EUNICE R WINSTONDB 1778 PG 335C DAVID & EUNICE R WINSTONWOODSFOUNDR/W STKWOODSDB 1802 PG 87ENGLEBRIGHTTINA MICHELLE DB 2005 PG 97& TIM W MOORESHEILA M REESEDB 2005 PG 97& TIM W MOORESHEILA M REESEBL-24SSS000102
EXIST.33'R=10'R=10'42'R=10'R=10'R=50'R=50'02
01
00
01
02
10'20'25'INC.TYP.+30.7510'20'INC.25'+65.00
TYP.CCCCCCCCFFFFFFFFFF( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA. 126+00 TO STA. 128+50 -L- RTFROM STA. 124+00 TO STA. 125+00 -L- RTMin. D= 0.4 Ft.DETAIL 13-1GroundNaturalFlatter2:1 or
PLANSREDLINE DRAINAGE FFFLiner= GRASSn=0.035s= 0.014 ft/ftd= 0.4 ftV10= 1.5 fpsQ10= 0.44 cfsSta.= 128+50 -L- RTGROUNDEXISTINGTIE TODITCHEXISTINGTIE TOSEE DETAIL 13-1SPECIAL LATERAL V DITCHSEE DETAIL 13-1SPECIAL LATERAL V DITCHEL: 419.37 FT-L- 126+42.39PROP CRESTCRESTEXIST DITCH