20201371 Ver 1_3_A-0009CA_Permit Drawings_20211213_20211216

(Version 3.00; Released August 2021)32572.1.13TIP/Proj No:A-0009CACounty(ies):Graham Page 1 of 6TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2045Existing:Year:STIP project A-0009C is part of Corridor K of the Appalachian Development Highway System (ADHS) and improves the existing alignments of US 129, NC 143, and NC 28 between US 129 south of Robbinsville and the existing four-lane section of NC 28 in Stecoah in Graham County, NC. The project improves roadway shoulders and adding passing / climbing lanes for the length of the project. A-0009C is broken into three projects (A-0009CA, A-0009CB, & A-0009CC). A-0009CA includes US 129 and NC 143 in Robbinsville and extends to SR 1223 (Beech Creek Rd) along NC 143.Project minimum measures include:>2:1 fill slopes.>1.5:1 cut slopes where possible.>Expressway gutter and shoulder berm gutter to reduce cross-section width.>Alignment shifts to avoid relocations and avoid / minimize stream, wetland, and historic resource impacts.>Alignment shifts and either symmetrical or asymmetrical widening to fit a best-fit alignment to avoid / minimize impacts and reduce earthwork.>Maximizing shoulder section.>Providing adequate ground cover.>Stabilizing embankments and drainage ditches.>Providing adequate energy dissipation.>Utilizing natural features and drainage pathways - Existing drainage pathways were utilized to the maximum extent practicable.>Retaining and extending existing culverts where practicable to minimize in-stream work.Dry detention basins are proposed to the maximum extent practicable adjacent to Tulula Creek inside the Town of Robbinsville.General Project Narrative:(Description of Minimization of Water Quality Impacts)1.) Three 12.0' paved lanes, 2.5' curb and gutter, 5.0' sidwalk (LT) - 0.3 Miles2.) Two 12.0 paved lanes, 8.0' grassed shoulders, grassed side slopes ranging from 4:1 to 2:1 - 3.45 Miles8800Forested, Agriculture, Rural ResidentialNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:253 Webster RdAddress:General Project InformationA-0009CA32572.1.13Address:11/1/2021828-586-2141Raleigh, NC 27603Contractor / Designer:919-773-8887 Ext. 123706 Hillsborough St. - Suite [e-mail], NCProject Built-Upon Area (ac.)63001.) Three 12.0' paved lanes, 2.5' curb and gutter, 5.0' sidewalks (LT & RT) - 0.3 Miles2.) Three 12.0' paved lanes, 10.0' shoulders (8.0' paved / 2.0' grassed), grassed side slopes ranging from 4:1 to 2:1 - 3.45 [e-mail] Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.ac.City/Town:27.8Typical Cross Section Description: Surrounding Land Use: NoWetlands within Project Limits?15.23.75 MilesProject DescriptionProposed ProjectLittle TennesseeRiver Basin(s): Josh Deyton, PESylva, NC 28779WBS Element:Roadway WideningWBS Element:TGS Engineers / Ben Henegar, PENCDOT Contact:
(Version 3.00; Released August 2021)32572.1.13TIP/Proj No.:A-0009CACounty(ies):Graham Page 2 of 6Aquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/ANorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSWBS Element:Supplemental Classification: Trout Waters (Tr) Critical Area (CA)Surface Water Body (2): Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)NRTR Stream ID:N/ASurface Water Body (1): Tulula CreekNCDWR Stream Index No.:2-190-2-(0.5)General Project InformationSupplemental Classification: Trout Waters (Tr) Waterbody InformationNCDWR Surface Water Classification for Water BodyNRTR Stream ID:Sweetwater Creek, SG, SI, SJ, SK, SO, SM, SN, SR, SS, ST, SU, SV, SW, SXBuffer Rules in Effect:Water Supply III (WS-III)N/ANRTR Stream ID:Other Stream Classification: Impairments:N/AProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Impairments:NonePrimary Classification: Water Supply III (WS-III)Water Supply III (WS-III)(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Talula Creek, SEBuffer Rules in Effect:Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?Impairments:NoneOther Stream Classification: Supplemental Classification: Trout Waters (Tr) NCDWR Surface Water Classification for Water BodyPrimary Classification: Other Stream Classification: NoneSurface Water Body (3): Sweetwater CreekNCDWR Stream Index No.:Talula CreekBuffer Rules in Effect:N/AProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?Tulula CreekNCDWR Stream Index No.:2-190-2-(14)NCDWR Surface Water Classification for Water BodyPrimary Classification: None2-190-3-(0.5)(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Deck Drains Discharge Over Water Body?
(Version 3.00; Released August 2021)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSWBS Element:32572.1.13TIP No.:A-0009CACounty(ies):Graham Page 3 of 6Aquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/AWBS Element:Additional Waterbody InformationSurface Water Body (4): Slay Bacon BranchNCDWR Stream Index No.:2-190-3-7NRTR Stream ID:Slay Bacon BranchBuffer Rules in Effect:N/AImpairments:NoneOther Stream Classification: NoneNCDWR Surface Water Classification for Water BodyPrimary Classification: Water Supply III (WS-III)Supplemental Classification: NoneSurface Water Body (5): Pigpen BranchNCDWR Stream Index No.:2-190-3-5-1NCDWR Surface Water Classification for Water BodyPrimary Classification: Water Supply III (WS-III)Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Impairments:NoneOther Stream Classification: NoneSupplemental Classification: NoneDeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Surface Water Body (6): Harwood BranchNCDWR Stream Index No.:2-190-3-5NRTR Stream ID:Pigpen BranchBuffer Rules in Effect:N/AProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ANRTR Stream ID:Harwood BranchBuffer Rules in Effect:N/AImpairments:NoneOther Stream Classification: NoneNCDWR Surface Water Classification for Water BodyPrimary Classification: Water Supply III (WS-III)Supplemental Classification: NoneSurface Water Body (7): Beech CreekNCDWR Stream Index No.:2-190-3-3NCDWR Surface Water Classification for Water BodyPrimary Classification: Water Supply III (WS-III)Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Impairments:NoneOther Stream Classification: NoneSupplemental Classification: NoneDeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)NRTR Stream ID:Beech CreekBuffer Rules in Effect:N/AProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
(Version 3.00; Released August 2021)32572.1.13TIP/Proj No.:A-0009CACounty(ies):Graham Page 4 of 6Sheet No. Line StationLocation(LT,RT,CL)Latitude LongitudeSurface Water BodyBase Width(ft)Front Slope(H:1)Back Slope(H:1)Drainage Area(ac)Recommended Treatm't Length(ft)Actual Length(ft)Longitudinal Slope(%)Q2(cfs)V2(fps)Q10(cfs)V10(fps)Rock Checks UsedBMP Associated w/ Buffer Rules?*5 L 13+50 RT 35.32448 -83.801377 (2)Tulula Creek 0.0 2.0 8.0 2.3 230 250 1.00% 8.4 1.9 11.1 2.1 No No6 L 20+05 RT 35.325256 -83.799471 (2)Tulula Creek 0.0 4.0 4.0 0.7 66 195 2.00% 1.3 1.7 1.7 1.8 No No6 L 22+00 RT 35.325367 -83.798856 (2)Tulula Creek 0.0 4.0 4.0 0.2 23 200 2.00% 0.5 1.3 0.7 1.4 No No6 L 24+00 RT 35.32535 -83.798205 (2)Tulula Creek 0.0 4.0 4.0 0.4 39 200 2.35% 0.9 1.6 1.2 1.7 No No*6 L 27+20 LT 35.325326 -83.797108 (2)Tulula Creek 0.0 4.0 2.0 0.9 87 180 1.22% 2.4 1.7 3.2 1.9 No No*6 L 27+50 RT 35.325114 -83.797092 (2)Tulula Creek 0.0 4.0 2.00.4 40 200 1.09% 1.0 1.3 1.4 1.4 No No*7** L 31+50 RT 35.324785 -83.795813 (3)Sweetwater Creek 0.04.0 2.0 1.3 130 100 0.57% 2.6 1.3 3.4 1.4 No No*7** L 34+10 RT 35.324569 -83.794977 (3)Sweetwater Creek 0.04.0 2.0 2.6 260 140 0.59% 3.6 1.4 4.8 1.6 No No7/8 L 44+40 RT 35.323713 -83.791691 (3)Sweetwater Creek 0.0 4.0 4.0 0.8 76 140 2.29% 1.2 1.7 1.6 1.9 No No8** L 46+70 LT 35.323766 -83.790863 (3)Sweetwater Creek 0.04.0 4.0 4.8 480 130 1.52% 3.8 2.0 5.1 2.1 No No8** L 48+50 LT 35.323602 -83.790276 (3)Sweetwater Creek 0.04.0 4.0 4.3 430 190 1.45% 4.3 2.0 5.7 2.1 No No*8** L 51+30 LT 35.323362 -83.789401 (3)Sweetwater Creek 0.0 4.0 2.0 1.8 180 70 0.43% 2.9 1.2 3.8 1.3 No No*11 L 83+00 LT 35.325405 -83.779683 (3)Sweetwater Creek 0.04.0 2.0 0.4 39 250 0.62% 1.1 1.1 1.4 1.2 No No*11 L 87+50 LT 35.325285 -83.778144 (3)Sweetwater Creek 0.04.0 2.0 0.8 83 200 0.81% 1.9 1.4 2.5 1.5 No No*10/11 L 81+50 RT 35.325214 -83.780168 (3)Sweetwater Creek 0.0 4.0 2.0 0.9 86 350 2.31% 1.7 2.0 2.3 2.2 No No*12 L 103+50 LT 35.326326 -83.773467 (3)Sweetwater Creek 0.0 4.0 2.0 0.2 20 50 4.00% 0.6 1.9 0.7 2.0 No No*12 L 105+50 LT 35.326801 -83.773135 (3)Sweetwater Creek 0.0 4.0 2.0 0.3 26 100 3.66% 0.7 1.9 0.9 2.0 No No*12 L 107+00 LT 35.327158 -83.772884 (3)Sweetwater Creek 0.0 4.0 2.0 0.4 37 150 2.58% 1.0 1.8 1.3 1.9 No No*12 L 108+00 LT 35.327418 -83.772714 (4)Slay Bacon Branch0.0 4.0 2.0 0.4 40 100 1.73% 0.8 1.5 1.1 1.6 No No*12/13 L 109+00 LT 35.327648 -83.772556 (4)Slay Bacon Branch 2.0 4.0 2.0 1.1 113 150 1.78% 3.0 2.0 4.0 2.2 No No*13 L 120+20 LT 35.330022 -83.770150 (3)Sweetwater Creek 0.0 4.0 2.0 0.4 39 330 1.60% 0.7 1.4 0.9 1.5 No No*13 L 120+50 RT 35.32988 -83.769960 (3)Sweetwater Creek 0.0 4.0 2.0 1.5 150 300 1.79% 2.4 2.0 3.2 2.1 No No*13/14 L 127+50 RT 35.330506 -83.767746 (3)Sweetwater Creek0.0 4.0 2.0 4.0 400 400 0.51% 4.8 1.5 6.4 1.6 No No*14 L 127+00 LT 35.330669 -83.768006 (3)Sweetwater Creek 0.0 4.0 2.0 0.1 11 100 0.68% 0.3 0.8 0.4 0.9 No No*14 L 128+00 LT 35.330793 -83.767699 (3)Sweetwater Creek 0.0 4.0 2.0 0.1 11 100 0.77% 0.3 0.9 0.4 0.9 No No*14 L 129+50 LT 35.330936 -83.767227 (3)Sweetwater Creek 0.0 4.0 2.0 0.1 12 120 1.03% 0.3 1.0 0.4 1.1 No No*14 L 132+00 LT 35.331157 -83.766432 (3)Sweetwater Creek 0.0 4.0 2.0 0.1 13 150 2.72% 0.4 1.4 0.5 1.6 No No*14 L 131+00 RT 35.330883 -83.766665 (3)Sweetwater Creek 0.04.0 2.0 0.4 41 200 2.71% 0.8 1.8 1.1 1.9 No No*15 L 143+50 RT 35.332092 -83.762742 (3)Sweetwater Creek 0.04.0 2.0 0.1 8 50 1.50% 0.2 1.0 0.3 1.1 No No*15 L 145+00 RT 35.332227 -83.762264 (6)Harwood Branch 0.0 4.0 2.0 0.5 50 200 0.65% 0.8 1.0 1.1 1.1 No No*15** L 150+50 RT 35.332764 -83.760540 (3)Sweetwater Creek 2.0 4.0 2.0 2.9 290 150 0.66% 4.9 1.6 6.5 1.7 No No*16 L 152+00 RT 35.332916 -83.760071 (3)Sweetwater Creek 0.04.0 2.0 0.2 18 100 0.70% 0.5 0.9 0.7 1.0 No No*16 L 153+00 RT 35.333017 -83.759760 (3)Sweetwater Creek 0.04.0 2.0 0.5 47 230 0.61% 1.3 1.1 1.7 1.2 No No*16 L 155+30 RT 35.333248 -83.759042 (3)Sweetwater Creek 0.04.0 2.0 0.4 36 170 0.71% 1.0 1.1 1.3 1.2 No No*16 L 158+00 RT 35.333528 -83.758205 (3)Sweetwater Creek 0.04.0 2.0 0.5 50 200 1.32% 0.6 1.3 0.8 1.3 No No*16 L 160+50 RT 35.333777 -83.757430 (3)Sweetwater Creek 0.04.0 2.0 0.7 70 100 1.48% 0.8 1.4 1.1 1.5 No No16 L 162+85 RT 35.334049 -83.756688 (3)Sweetwater Creek 0.0 3.0 6.0 0.4 35 100 1.10% 0.4 1.0 0.6 1.1 No No*16 L 163+50 RT 35.334153 -83.756511 (3)Sweetwater Creek 0.04.0 2.0 1.5 146 200 2.39% 1.8 2.0 2.3 2.2 No NoAdditional CommentsWhere slope (and drainage area/discharge) vary, maximum applicable velocity is entered. *Side slopes average together to meet the minimum recommended 3:1 side slope for purposes of swale criteria.**Provided length exceeds the recommended length for the portion of the contributing drainage area within NCDOT right of way.WBS Element:North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSSwale
(Version 3.00; Released August 2021)32572.1.13TIP No.:A-0009CACounty(ies):Graham Page 5 of 6Sheet No. Line StationLocation(LT,RT,CL)Latitude LongitudeSurface Water BodyBase Width(ft)Front Slope(H:1)Back Slope(H:1)Drainage Area(ac)Recommended Treatm't Length(ft)Actual Length(ft)Longitudinal Slope(%)Q2(cfs)V2(fps)Q10(cfs)V10(fps)Rock Checks UsedBMP Associated w/ Buffer Rules?*17 L 171+40 RT 35.335685 -83.754553 (3)Sweetwater Creek 0.04.0 2.0 1.6 160 220 0.86% 1.9 1.4 2.5 1.5 No No18** L 181+05 RT 35.337919 -83.752797 (3)Sweetwater Creek 0.0 4.0 4.0 3.7 370 155 1.29% 4.4 1.9 5.9 2.1 No No18 L 183+15 RT 35.338415 -83.752436 (3)Sweetwater Creek 0.0 4.0 4.0 2.2 220 285 1.79% 2.6 1.9 3.5 2.1 No No*18/19 L 194+50 RT 35.340369 -83.749737 (3)Sweetwater Creek0.0 4.0 2.0 0.7 70 200 0.32% 1.4 0.9 1.9 1.0 No No*19 L 199+50 RT 35.340803 -83.748162 (7)Beech Creek 0.0 4.0 2.0 1.5 154 200 1.26% 2.5 1.8 3.3 1.9 No NoWBS Element:SwalesWhere slope (and drainage area/discharge) vary, maximum applicable velocity is entered. *Side slopes average together to meet the minimum recommended 3:1 side slope for purposes of swale criteria.**Provided length exceeds the recommended length for the portion of the contributing drainage area within NCDOT right of way.STORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSAdditional CommentsHighway Stormwater ProgramNorth Carolina Department of Transportation
(Version 3.00; Released August 2021)32572.1.13TIP/Proj No.:A-0009CACounty(ies):Graham Page 6 of 6Sheet No. Line StationLocation(LT,RT,CL)Latitude Longitude Surface Water BodyDrainage Area(ac)New Built-Upon Area(ac)Volume Treated(ac-ft)4 L 14+90 RT 35.32464 -83.800938 (2)Tulula Creek2.0 0.1 0.23325 Y1 23+55 RT 35.321093 -83.802197 (1)Tulula Creek2.0 0.3 0.076L 19+90 RT - Precipitation Depth Treated over Total Impervious Area = 2.10 InchesY1 23+55 RT - Precipitation Depth Treated over Total Impervous Area = 0.69 Inches3.20WBS Element:Precipitation Depth Treated over NBUA(in)BMP Associated w/ Buffer Rules?BMP Type29.44 NoDry Detention BasinDry Detention BasinNoNorth Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSOther Toolbox Best Management PracticesAdditional Comments
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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF ROBBINSVILLE.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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DESIGN DATA
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NCDOT CONTACT. WANDA H. AUSTIN, PE
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ADT 2019 = 6300
PLANS PREPARED BY:
PLANS PREPARED FOR:
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ADT 2045 = 8800
LENGTH ROADWAY TIP PROJECT A-0009CA = 3.746 MILES
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-YIA- CURVE DATA -YIB- CURVE DATA
PI Sto 12+4839 PI Sto 10+93.09 PI Sto 13+65.73
A = 27'40' 403' (LT) A = T 33' 5/.9' (RT) A = 40' /6' 26.4' (LT)
D = 10' 3/' 563' D = 7' 09' 43.1' D = 57' 17' 44.8'
L = 26279' L = 105.62'
T = 134.01' T = 52.89'
R = 544.00' '\. R = 800.00'
-YIA- PC 11+1438 \'\
NOTE: '.
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED. •`
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN �'.
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND •
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
-Y1- PC 18+153/
CTS FKEtc
GR
\ 4
111CONC
A<F p0
MTL
a�\ SHED ®
ROBERT
IECK COLVARD SR. ET
\ •L DB 362TPS :U
6�
ADAMS CONTRACTING CO.
DB 365 PG 673
PROP. DRIVE
TEMPORARY
STREAM IMPACT
REMO
BSTHW
TEMPORARY
STREAM IMPACT
SITE 1
INVERT 1.0'
STREAM BED
PERMANENT
STREAM IMPACT
REMOVE
HW WOODS
LE SHED
PIPET a UTLET CHANNEL
SEE TAIL 5A
L=1.0%
EST. 150 CY DDE
EST. 90 5Y COIR
FIBER MATTING
BURY INVERT 1.0'
BELOW STREAM BED
NCDOT
DB 433 PC 5
PERMANENT
STREAM IMPACT
BY6-89
AMOS ENTERPRISES, LLC
DB 328 PC 679
TOE PROECTION
SEE DETAIL 5C
CL 'I' RIP -RAP
EST. 60 TONS
GEOTEXTILE
EST.130 SY
6Sr
REMOVE
MP
PROP. DRIVE —
TEMPORARY
STREAM IMPACT
RIP -RAP AT EMBANKMENT
SEE DETAIL 5B
CL 'II' RIP -RAP
EST. 25 TONS
ADAMS CONTRACTING CO.
DB 366 PG 313
WOODS
DENOTES IMPACTS IN
SURFACE WATER
L = 7029'
T = 36.67'
R = 100.00'
m-YIB- PC /3+29.06
®-YIB- PT /3+9935
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
-YIA- POT 10+00.00
t
yy esr ONTRACTOR. LL
�DB 385 PC 80
//
s, NZ, R
(37-0020
DRY DENT. BASIN #1
RIP -RAP AT
EMBANKMENT
SEE DETAIL 5D
CL 'II' RIP -RAP
EST. 5 TONS
PERMANENT
STREAM IMPACT
-Yl- CURVE DATA
Pt Sto 24+35.36
A = 38'00' 53.8' (RT)
D=3'10'592'
L = 1J9427'
T = 620.05'
R = 1,800D0'
SE = 0.03
DS = 45 4IPH
PERMIT DRAWING
SHEET 2 OF 42
BEGIN CONSTRUCTION
-Y1B- STA. 13 + 13.92
- Y1- PI
- YIB- P
14+16.85
••
a
DS
25 F
CL 'B' RIP-
EST. 5 TONS,
GEOTEXTILEI
EST. 10 SY
PROP.
POWD
CHAINLINK FEN
WITH GAT
A- PT.. • ' J7
N
44.4s,
OP. DR 'E
FENCE] BEHIND
20))
PROJECT REFERENCE NO
A-0009CA
RAN SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PIG MRS
TGS ENGINEERS
201 VJ. AAARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
0
18- I1+'58
ri FIRST BAPTIST CHURCH OF ROBBINSVILLE,
NORTH CAROLINA, INC.
m DB 193 PC 472
WOODS
PROP4/a ,
8" DIP
BY3-78
�S\
'I' RIP -RAP
10 TONS
EXTI LE
0 SY
WOODS
JAIPL
243 PG 51
AND
REALSTOY TINC.
DB 277 PG 7
PROP. DRIVE
O.
PROP CONC MONOLITHIC
ISLAND (SURFACE MOUNT)
PROP CONC SIDEWALK
* PROPOSED SIGNAL
SA ELIGIBLE AND
UNASSESSED SITES
FOR -Y1- PROFILE, SEE SHEET NO. 27

0'
co
w
7
oo
\ A\\\\\\V A\\\\\\VA\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\a�AA\\\\\\\A\\\A \\\\VA\\\1\\VA A l l
V AA \VA\VA\VAAA 1 AV AVVAAAAAAAV\V\\V\\\\\VA\\V\VAAV\\V\\\VV\\\VVVV\\\\\\\\\,A\\\\\VAAA\VAA\VAAAAA\\V V\\1 A
v vvvV,.vVVN.. v
A V A A .A\VA` DETAIL 5A , RIP RAP ADETAIL EMBANKMENT �'
V A A \\\V. PIPE OUTLET CHANNEL (Not to Scale)
\ (Nat to Scale) TOP OF
\ \ \\\
NATURAL —c
\ \\ Natural BANK \ rAi—
\\ Ground T-tid
°T \ \\\ \ 7.� T q4 Natural
i� m_� GROUND
\\
\
BEGIN CONSTRUCTION
-Y1- STA. 13 + 70.00
AMOS ENTERPRISES. LLC
DB 328 PG 679
COIR FIBER
Min. D = VARIES MATTING
B= 5.0 Ft.
CHANNEL BED
(B)
STA. 19+51-Y1- RT
STREAM OUTLET
CHANNEL BED
2..00' /
`CHANNEL BED
Width 11.0 Ft
Type of Liner= CL 'II Rip -Rap (Keyed -In)
\ V A \ \ \\\\\\\\\\ \\\\\\\\ vA\\ VAAA..' v\;
\ \\\\\\\VAA\\\VAVAn'' VAAA
\\ ,VA'\VA\\\NN\\\--\\\\�AA
\\\\\\ \\\\\\\NQ \\\\\\\A
\� \\\\\ \\\\�\\\\\
—i�1 `\\\�\�\\A\\\\
w��vvvv)v�
8
•
(3
N
PROP. DRIVE
C
E5
:teNQEJ.1-)
_ _T r— - E]—ate
US 129
TROD ORR BYPA55� Il' ° ;i:A� m 111N_11
IIIIIIIIIII�
0
\V VA Vvv VA\VA\\\\\\\\\\• VA \\ A VA\VA _c — / I 1 I I 1
\\\\\Vwvyv. - _
V\V AVA V A
\ \\\���\\\\\\\\\\\\\\\\\\\\��7�\T\\\\\\�\ ��\\\\\\\\\�� \\ \��\\�\�\ SURFACE WATER TS IN /�/ / /- % ////
\VA AVA \\\\\\\VVAAAAAA� vvA� V �VA��� �AAVAAVA • A\ AA�.��A� DENOTES TEMPORARY /� / /%/// - �'//////,�
/
11
IS BR D
V A STA.23+70—Y1— RT. A AV v A \ \ VAA
STA. 19+51 Y1 RT
DETAIL 5D
RIP -RAP AT EMBANKMENT
(Not to Scale)
NATURAL
GROUND
OUTLET
PIPE
Width= 100 Ft.
Type of Uner- CL 'II' Rip -tap (Keyed -In)
NATURAL
GROUND
d 1.5 Ft.
DETAIL 5C
TOE PROTECTION
( Not to Scale)
A Jor. `FILL
SLOPE
GEOTEWILE
_ \) \� 1 I/ I I/ ///////�/�/ ///
-Yl CURVE DATA ' /// I (//
P1Sta 24+35.36 ��IIli7/j�/t
A = 38' 00' 53.8" (RT1 \
%///// \ 1•
L =1 % 942T�� % (((III::
1 �V A \
620.05' )
\ R = 54400 � �//gy�pp\. R = .B00.�', `\ AO [ 800 / // c
TYPe olLner CL 'I' Rip -Rap \ • ®-YiA- PC\/1+f7..J8 \ \ 1fl PC 13+29.0 l/ l I I I
FROM STA.18+80 TO STA.20+00-Y1- LT.� / �,`��� l \ V A \\\\\ — -'I'l7 �/3*99.35,111/j1/A\\II(L \ \��
NOTE: �� `v��vv��vvvvvv v 1 / 11 11il (IvAA\VA vvvvv _��
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED. � � � � �v� � �vA\ \ �V � I / I,V I � iI I �\ .\ v y \�w�� �� �� _ —
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE—IN �� °<tz� \\
PER CROSS —SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND ��\\\\ PERMIT DRAWING
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH \ \\\\\\
DRIVEWAY N� KINB UNL\ESS.OTHERWISE 'NOTED. n— \\\\ \\\\ SHEET 3 OF 42 \\ \ \ \
\ \ \
\\ \\\ \\\\\\\\\ \\\ \\ \ ` \ \\\\\\\
\\� AA� A\VVAA\V A \ 22 VA VAA V � A •
Avvvvv v vvvvvvv v v \ vv vvv v v 1111\V'1
\\ A \\V0< '.AA\\\A\\\\\\A\\\\V\\VAAA v vvv\ V A VA\A V A A\\\\
PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
5
RAM SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MRS
TGS ENGINEERS
201 VJ. AAARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
\ i
I1
\\\\\\ vv Nl �i
VA\V A V\\\\\\\\\\\\V \\V\VAAAAAAAAA v v v A VA V A AVA A\\V\VA\\ / / / � � / / / / / / // � / / ��
//// / / i //iii i/ice �i/i/i
\ VAA\\\ N�wv w�\Vvv�wvvv ' ��� A vvv v wv�'vv�ww� v��� • o -_� / /▪ — — /// // / ///�� , @
TREE CLEARING SHALL BE LIMITED TO 5\ `c\s.
/. PAST THE SLOPE STAKES WITH(19, THE HPB.
" PLACE PROTECTION FENCING4PRIOR
100' TAPER
TO EXIST. t3
ROBERT CplogIT1EtR., ET AL
DB 362 PG 580
PROP. DRIVE
/
/
CD
1!1-
LANDSCAPING
f
GR
45 CONTRACTING CO.
DB 365 PG 673
\ PROP. DRIVE
L
/
\\�\��V�AVAV�A�AV VAAA\VA��V AVAVA 7-'. • �� �AwVV�A���� ��VAA����__ %�////// /// / /•
:A V�AVvVA vAvVNN ���A AA��\ \\� SITE AMOS ENTERPRISES. LLC :���v� �Vvv�����_-- - ��i� ///jj�///// �8!l1 11 I
\g�\� \ DB 328 PG 679 -\�\\\\ j/j // /6sd•_l I I
\ \\�44,GD \ 'STREAM MPACT \\\\\\\\\\\� ���\\\�\"\\�• \• \ • �_� - 2'�/�///////i//_
.• - -Y/A- CURVE DATA \ -YIB- CURVE
P1 Ski12+4839 01 10+93.09 � /-Sfo /3+65.73
v\\,,o A = 27'40'403'(LT 1 i - 33'5/.9YF?TVi bsci 40'/6'26.4'(LT )
D = 1(7 3/' 56.3' D = 7' 09' 43.1' \�= -57' 17' 44.8'
• L = 26279'v L = 105.62' - ---------= 7029'
T - 134Di'-A T - 5289' 72 --36.67'
v v AA V A A V A\\VA \\\\\
IV`,A�Vv vv )AA\Il\1�/ /'
CO .STRU TION / /\/// /� 1 ///i
\ /Z ///�i/ // /_//a
i • - / /� / //
TEMPORARY
•
PIPE
SEE
UTLET CHANNE
TAIL SA
.150 CY DDE
EST. 90 SY COIR
FIBER MATTING
BURY INVERT 1.0'
ELOW STREAM BED
DB ACDP2T5
STREAM IMPACT
NNNN
•
•
DO NOT
"3Ciji.ic DISTURB
, NR BILLBOARD
PROP. DRIVE _
TEMPORARY
STREAM IMPACT
RIP -RAP AT EMBANKMENT
SEE DETAIL 5B
ADAMS CONTI:211C TING CO.
DB 166 'PG 3r3
(37-0020
,RIP -RAP AT
EST. S'TONS,
POWDE
CHAINLINK FEN
WITH GAT
\\\<'��\��\\ `\ IMPACTS IN SURFACE WATER �//• / /// / 4 //
\\\\\\\\\ \\\\\\\ \ �\ \\ • \\ \�\ \\\ \ j Y� ////�� //// j/ // j j� j�j/ j j/ j jj i / / / /, ///
vvv vy v vvvvvvvvv v� vvvvvvwvvvvvvvvvvvvv.. vvvvv vv vvvv vw▪ wvvy vwv�w
VA \V A\\VAvv VvAA V V AA VA\
(GRAVEL BEHIND -``
1 'TONS
XTI LE
JACKIE L.
CRISP
& J SOUTHLAND
REALTY, INC.
DB 277 PG 7
PROP. DRIVE .V4
PROP CONC MONOLITHIC
ISLAND (SURFACE MOUNT)
PROP CONC SIDEWALK
* PROPOSED SIGNAL
ELIGIBLE AND
FOR -Y1- PROFILE, SEE SHEET NO. 27

PROJECT REFERENCE NO.
SHEET NO.
L1
7
0
s. CON
EXIST
�CULVER
-Y5- CURVE DATA
5' SIDEWALK
-L- CURVE DATA
PI Sto 21+39.93
= 5P06'09.7"(RT
l
D = 4' 56' 2/.4"
L = 1.0.54.62'
T = 554.57'
R = 1.160.00'
SE = 0.04
DS = 50 /WPH
—X
ox RETAIN i
4@1'4' RCBC
TEMPORARY
STREAM IMPACT
PI Sto 11+51.55 PI Sto 12+96.74
= 9' 49' 14.7" (RT) p = 78' 27' 45.3' (RT)
D = 9' 32' 57.5" D = 49' 49' 20.7"
L = 102.84' L = 157.48'
T = 51.55' T = 93.90'
R = 600.00' R = 115.00'
OI -Y5- PCC 12+02.84
0 -Y5- PT 13+6043- - - -
SP
PROP. HANDRAIL
-L-STA. 17+10 TO 17+90, LT
X
DENOTES IMPACTS IN
SURFACE WATER
-DR2- CURVE DATA
P1 Sto 11+0323
= sr 57' 565" (LT
D = 55' 05' 31.5"
L = 68.9/'
T = 35.78'
R = 104.00'
SE=AYC
©-DR2- PC 10+67.46
®-DR2- PT 11+36.37
`® S 3P 49' 15.2e E
c!)
y
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
555
GRASS
30" RCP -IV / F
IRELOCATE
;:(BY OTHERS)
5 BL K BUS
CONC'.'
BST TOMMY R. COLLINS. ET AL
DB 195 PG 465
DB 195 PG 468
PROP. DRIVE
PROP. HANDRAIL
-L-STA.16+75 TO 17+60, RT
PERMANENT
STREAM IMPACT HEADWALL TO BE EXTENDED
SEE STRUCTURE PLANS
N 83°I3'021 W
287.26'
BY5-86
//
NOTE:
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN .=— ,.-
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES ANC --
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
PERMIT DRAWING
SHEET 4 OF 42
X ; L - 48_WW
BST
PROP. DRIVE
TOMMY R. COLLINS. ET AL
DB 195 PG 465
/
I /
I i
I /
I
GRASS
111111111-----x
R 'FIV ' 15" RCP -IV 2GI F — _
PRON
0
5' SIDEWALK "EFq WOODS
�F
111BY 88
_SR 1275
�ls
-Y5 - PC 11 +00.00
RELOCATE FENCE
(8Y OWNER)
CRASS
Q
OLIVER L. AMMONS
DB 139 PG 127
_ SA
SP
DETAIL 6A
RIP -RAP AT EMBANKMENT
(Not to Scale)
NATURROUNDAL
Gr
OUTLET 2.0'
PIPE
CHANNEL BED
Width- 22.0 Ft.
Type of liner- CL 'II' Rip -Rap (Keyed -In)
STA. 16+35-L- RT.
GRA,-. + 01.81
(FEE POINT Pa) 20' BST
DETAIL 6B
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
FROM STA.10+42 TO STA.11+50-DR2- LT.
+23.54
WOODS
BMT2 ELEV. 2015.91'
-BL- STA. 21+59.00 103' RT.
CHISELED 'X' IN CONC PAD
FOR TRAFFIC SIGNAL BOX
i
i
5'R
DETAIL 6C
SPECIAL LATERAL 'V' DITCH
( Not to Scala)
FROM STA.27+00 LT TO STA.27+50-L- RT.
JACK E. MILLSAPS
DB 355 PG 252
PROP.
DRIVE
GRASS
5r R
CRASS
A-0009CA
R'W SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
IIP
TGS ENGINEERS
201 W. AAARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
- POT 26+74_'
-/-'VC/+2.j
PROP.
DRIVE
�OyRA1L
ELTEREC. (5
ME
WOODS
150' TAPER
TIE -L- TYP. CUT DITCH
TO -DR2- DITCH
_3-4-1%) ______-
L-6C-
SEE DETAI-------'-
SPECIAL LATERAL
6967,'VDITCH 6B
E 10
JACK E. MILLSAPS
DB 355 PG 252
PROP. DRIVE
N000s
—DR2— POT /2+00
END CONSTRUCTION
-DR2- STA. 11 +60.00
--- SA
LSO
PROP CONC SIDEWALK
PROPOSED SIGNAL
ELIGIBLE AND
UNASSESSED SITES
FOR -L- PROFILE, SEE SHEET NO. 20
FOR -DR2- PROFILE, SEE SHEET NO. 28

-L- CURVE DATA
PI Sto 21+39.93 PI Sto 11+5/.55 PI Sto 12+96.74
A = 5P06'09.7"(RT1 A = 9'49' 14.7' (RT I A = 78'27'45.3'
D = 4' 56' 21.4" D = 9' 32' 575' D = 49'49' 20.7e
L = 1.034.62' L = 102.84' L = 157.48'
T = 554.57' / / T = 5/55' T = 93.90'
R = 1.160.00' , / R = 600A0\ \ R = 115.00'
SE = 0.04
SE = 0 KPH / / Ol-Y5�-PCC 12+02.84
l 1 ,
/ /
/ / 1
f 1
-Y5- CURVE DATA
I I
I 1 11 1
I\ \V \\ \\ [
\ r %
/ I7 O-
\ j—
1
\ \ x�—x
VA•.1/G(� / / A /
(\\ / / /
7 AA\\ .• , / / /
\\� 1
r *\\
\\\\,.\
\\\‘,
e \\\'!
\\VA
I I
I -D142- CURVE DATA
I PI .Sto 11+0323
MT) AA \ = 37' 57' 565' (LT1
= 55' 05' 3/5'
L = 1689/'
= \iO4.00'
v-\kc
Q -Y5- PT 13-+6Q. - ©-Dsi2- PC /0+67.46
®-DR2- PT /1+36.37
®PS 349' /52' E11—
y \ \\\y
♦Av
4@1 4' RCB
TEMPORARY
STREAM IMPACT
3]
w
7
m
✓9
0
co
i
N
DENOTES IMPACTS IN
SURFACE WATER
NOTE:
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED. „
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND --
PAVE ,
UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
jL�s.
jl—
PERMIT DRAWING
SHEET 5 OF 42
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PROP. HANDRAIL/
-L-STA. 17+10 70 17+90, LT
GRASS
A�
30" RCP/ -IV / F
PERMANENT
STREAM IMPACT
x—
X
X
_v/
2GI
APRON
5 BLK BUS
CONC ;
BSTTOMMY R. COLLINS. ET AL
DB 195 PG 465
DB 195 PG 468
PROP. DRIVE
PROP. HANDRAIL
-L-STA.16+75 TO 17+60, RT
HEADWALL TO BE EXTENDED
SEE STRUCTURE PLANS
R()I RAP AT EMBAMKNE,T I
SIff DFTAIL 6A
CI. 'II' RIP -RAP.
y51T. 30 TONS;'
• 2000'
L —J
IS MTL BUS
\ .L,
N1-83°I3'02\le \ �\ \ \\I\�I
2817.2,6' \ \ \ 11:E‘.1�
\\ 1\1 \ 111
♦
5' SIDEWALK
__ z
e""
i
/ //J7-7 ®x\ -Y5- POT 10+00.00
SA to
IS BR D
\I\
-----5,--
�X�X 1 tot / x
_X o \*, L X
`‘x48 WW
�'.'Zi''----_� BST \�
---
- PROP. DRIVE
\TOMMY R. COLLINS. ET AL
DB 195 PG 465
GWEENH0U5E
•
I.
F Sk
—15" RCP -IV
11i - vv
/ /
\ \ B4RN r
PC lI+OOAO
j: -;.: ";--''''''..
RELOCATE FENCE v \ 54,
(BY OWNER) i
GRASS ��.-o�
I N N
I
/O
5-
—_ -YS- POT 14+50e00- \ 1 / // / \�\\` \ \
(J ////VV\
- -.----" \ l 1 JI 111/1/ \\\\\ \\
j _ \ � '3 eR-ate \\ (l/%�� \ `\ll
• //// — l +8000—�/�/�/// v�VA\�VA
/ / 0.0,-____.4j _ / +0 0=
/ —/l L"--�—.--2---- - _ \,�\\�� =//� 11:
NATURAL
GROUNDr
OUTLET
PIPE
CHANNEL BED
Width- 22.0 Ft.
Type of liner- CL 'II' Rip -Rap (Keyed -In)
STA. 16+35-L- RT.
E%/STING R/
DETAIL 6B
SPECIAL LATERAL 'V' DITCH
( Net to Scale)
DETAIL 6C
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
FROM STA.10+42 TO STA.11+50-DR2- LT. FROM STA.27+00 LT TO STA.27+50-L- RT.
PROP.
DRIVE
GRASS
PROJECT REFERENCE NO.
A-0009CA
R'W SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
-
-Y5-PPOC 226+26J93 =
SS.R
TIE -L- TYP. CUT DITCH\-.
TO -DR2- DITCH
SEE DETAIL-6C-�-_-
SPECIAL LATERAL
g 7AE 10
— -J JACK E. MILLSAPS
DB 355 PG 252
PROP CONC SIDEWALK
PROPOSED SIGNAL
ELIGIBLE AND
UNASSESSED SITES
FOR -L- PROFILE, SEE SHEET NO. 20
FOR -DR2- PROFILE, SEE SHEET NO. 28

- L- CURVE DATA
PI Sto 59f31.02
= 49' 37' 23.2" (LT)
D = 5' 58' 05.9'
L = 831.44'
T = 443.82'
R = 960.00'
SE = 0.08
DS = 55 MPH
1
JACK MILLSAPS DB 327 PG 22
0
EIP
WOODS
SITE 4
9°06'36° E
--'IS•E6 24.85'\
WI-. 61120,E 1
ER CR KE S J17.44' ■.
ROCK PLATING
-L- STA. 42+00 TO 45+64, LT
SEE NCDOT RDY STD 275.01
EST. SY
• 13
HILDRED E. ILLSAPS,
TRUSTEE. ET AL
DB 195 PG 129
CULVERT OUTLET
CHANNEL
SEE DETAIL 8E
CL 'II' RIP -RAP
EST. 100 TONS
EST. 90 CY DDE
PIPE OUTLET
CHANNEL
SEE DETAIL 8B
CL 'I' RIP -RAP
EST. 25 TONS
EST. 25 CY DDE
L=8 FT
5=5.0%
-8'FI3PS= —,--r
SEPTIC
O NK
15" CSP
OD AND LUG
WITH GASKETS
(ELBOWS)
iGR ` DRAIN \IN�
FILL IN wan EIP
WETLAND 8.641SEPTIC
MFb TANK
WOODS ekS/Nc \
DO NOT v0 N
DISTURB SEPT N+ N
720! TAPER NN N i
f
30" CSP
ROD AND LUG
WITH GASKETS
(ELBOWS)
CONNECTION
TO PROP.
RRCBC EXT.
DF
WOODS
WOODS
PERMIT DRAWING
SHEET 6 OF 42
�777 i
SHOULDER BERM GUTTER
-L- STA. 42+00 TO 47+00, LT
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
DENOTES FILL IN
WETLAND
L 'I' RIP -RAP
EST. 6 TONS
GEOTEXTILE
EST. 14 SY
DO NOT
DISTURB BILLBOARD
0
PROP. DRIVE
GH
PROP. DRIVE
SITE 5 GR
EXISTING R/W 12. CHLK 1/3 SBW 0
T7mT BCYJY
n tV R. 12 (9' TRIPLE B RI RREL
• • ONC BOX ICIII
•
ith
0DAMES HALL
1 5 DB 253 PG 537
GREU,TL$'---_
oII I l o GR �1
DOlN T p
DISTUR SIGN I
I
1\11 I I DB ERIC FORD �G ETI AL
60
°y0 \4 \ \
BST \0
OP° ` £
ROCK TING
-L- STA. 4 50 TO 45+00, RT
SEE NCDOT RDY STD 275.01
EST. SY
DETAIL 8A
SPECIAL LATERAL 'V' DITCH
I Nol to Sale)
FROM STA.52+00 TO STA.53+00-L- LT.
EK ESj,� SY
Aossa1Z4Z:
0-
BANK STABILIZATION
SEE DETAIL 8C
CL '11' RIP -RAP
EST. 350 TONS
CULVERT INLET CHANNEL
SEE DETAIL 8D
CL 'II' RIP -RAP
EST. 140 TONS
EST. 80 CY DDE
Natural
DETAIL 8B
PIPE OUTLET CHANNEL
(Not to Scale)
4.
CHANNEL BED
IBI
Natural
Gr
Min. D=4.0 H.
Max. d=4.0 Ft.
B=10.0 H.
Type of Liner= CL "P Rip -Rap (Keyed -In)
STA.44+88-L- RT.
WIN
7.RODND
200'R
_ F F
5 R 0
rre-
3
E V. 2
+.76
3 A. 4
SPIKE A - IN BAS
XISTING R
ISTIN R/
T POPLAR
GRASS
NOTE:
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
N qs 9G 25 W
LOVIN MANAGEMENT COMPANY. LLC
DB 363 PG 91
DB T36R3PACTCI 36
GR
GRASS
IS F&MTL BUS
PROP. • LOVIN MANAGEMENT — IR
COIRETE DRIVE COMPANY, L4
DB 358 PG 447
S�-_ JS
---�° SWEETWATER CREEK
N 70°57'41" WJS 55.0q,
ql
WOODS
EXPRESSWAY GUTTER
-L- STA. 49+00 TO 52+33, RT
ROCK PLATING
-L- STA. 47+14 TO 48+00, RT
SEE NCDOT RDY STD 275.01
EST. SY
DETAIL 8C
BANK STABILIZATION
( Notlo Scale)
TOP OF BANK
2.0'
CHANNEL BED
Type of Liner= CL 'II' Rip -Rap (Keyed -In)
FROM STA.47+39 TO STA.48+55-L- RT.
DETAIL 8D
CULVERT INLET CHANNEL
(LEFT TO RIGHT LOOKING DS)
STA.47+20-L- RT.
WOODS
DETAIL 8E
CULVERT OUTLET CHANNEL
(LEFT TO RIGHT LOOKING DS)
Not to Scale)
STA.46+00-L- LT.
F SHED
-L- PC 54+87.20
PROP. DRIVE
SPECIAL LATERAL
'V' DITCH
SEE DETAIL 8A
CL 'B' RIP -RAP
EST. 2 TONS
GEOTEXTILE
EST. 7 SY
0DS EXPRESSWAY GUTTER
-L- STA- 53+25 TO 55+50, LT
NP
WOODS
EU TL
d F _
E GR
6.
qN
�ILMA CRISP
D 120PG347
C3 PROP. DRIVE ..,,
LOVIN MANAGEME T COMP
DB 3g3 PG 36
TRACT 2
cp N.
PROJECT REFERENCE NO.
A-0009CA
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R _ F Ul
E F , Q%
o<,, O+
ry ANY, LLC •O
O
00
GR 2'1
PIG MRS
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
EXIST(
UT TO SWEEsVTE J15/1
CREEK fS l)
JS--��
PROP. CONCRETE DRIVE
—/y
FOR -L- PROFILE, SEE SHEET NO. 21

fi = 960.00' \ \\
�lS PH v ��so� -
\\\�\\\ ��j/
vvAvv_ ___—/ice
�7 JACK MILLSAPS \V� �`\��—�/
12 DB 327 PG 22 —f� -.Ns, vv % ���� DENOTES FILL IN -VA y���,w ��A�VAy AAA vV�VAAv A AAv-- /J / 1 c / / // / 7// /
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SITE 4
PERMIT DRAWING
SHEET 7 OF 42
\ O \\\\
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C E�'DETA1L RBV�
� 5....
ES.25.� .DDE
ISO cS2
OD\AND LUG
WITH GASKETS
(ELBOWS)
r 7. = II�IS7BC�_
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A\vv v77Avy�
DETAIL 8A
SPECIAL LATERAL 'V' DITCH
(Nolt, Scale)
206'!- i�i� ��=2is0—� ;��!ii J ,///////�////
%".., i 1st/vLOVIN MANAGEMENT /.; , %/ / /// /
i
��6�R1vF/ ////
� v _ — • i. a .. 8ti DB 363 PC 91 A +
9z21\\\\\\\\\
s\ DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
LOCATION OF{RIVEWCAY SHOWN ON PLANS REPRESENTS gN_�
CROS-SCTIO HE
CONTRACTOR SHALL EXTEND iHE DRIVES AP
NS;
INNNNNI�I-
���____-_vv� � V A> � OVA vvvvv�_�AVE lJ�_TL2, THE RIGHT OF WAY LINE. FROM ROW PO, �C �
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DENOTES IMPACTS IN �`\\\\\\\��\\\\\\\\\ I 5z, \ \ \ I ) / / (
SURFACE WATER ��_���A��v\VASAA\\VAA\AV \ �A ��8p 5.W A A VA I I 11/�//%/.
==�z74 ��������������A`v\ VAVAVAAI I / / 1 I I l %/// //
VA \\�A A A� vA \ DB 363 PG 36 A� VAA: _ S?ECIAt L,4iER� i/%// / //
VA TRACT I AtteR- =�� — ���/�✓// //// S
WIDTH--GA E.Er ���j// /�/
lEesaW Cam' j �/ I \� ;���� TO �%///
— iii/ /
//ice /i
\\
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VA V v
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\ \�\
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AV 1l I \ I V r-�
vA\\\\ 1 l\\\ V� 1 \
ING
50 TO 45+00, RT
Y STD 275.01
PROP. DRIVE
GR
7?=CHLH-LN/3 56 #_ AT .__7�� •�__ XX __'_,' '- 81,1-—
ETAI• _EXISTING RAY
-J2_-Cif-LK3SBT----� f
^- I - 201- �'R0U -"TL 3 40
T RCYEY_,_
12'X9' TRIPLE BARREL
Min. D=1.5 H.
Fill
Slope
ON BOX ICU VERT
1-
\
BANK STA ILIZATION
SEE DETAIL C
CL 'II' RIP-RAR
\ i \ EST."350 TONS
VA CULVERT INLET CHANNEL
5 R 7
• •
1 SFE DETAIL 8D -•
/ V \ �ST 140 TONS
)
3W
C /
/ (/ / /I s
/ / )I
/ )•Tv� 7
/,l /r ) (�°
K...P64TING r / / 6'
-L- STA. 4phT+14 TO 48+00; RT
SEE NCDOT RDY STD 275.01
EST. SY \\ \
\
Ekt.AO CY DDE)-+ A I
„N A A 1
``\`:\\\\\��! 7 -\ -
\',GR`S 1� ter\
`, ATE 1`_ am_
�` RETAIN —
` GRASS
_--
WOODS
DETAIL 8B
PIPE OUTLET CHANNEL
(Not to Scale)
CHANNEL BED
la)
Min. D=4.0 H.
Max. d=4.0 Ft.
B=10.0 H.
Type of Liner= CL "P Rip -Rap (Keyed -In)
STA.44+88-L- RT.
NATJ�RAL
�OUNO
si;/ 15" aMP
slG'� II
WOODC
EXPRESSWAY GUTTER
-L- STA. 49+00 TO 52+33, RT )
DETAIL 8C
BANK STABILIZATION
(Notlo ScaIe)
TOP OF BANK
2.0' /
CHANNEL BED
Type of Liner= CL 'II' Rip -Rap (Keyed -In)
FROM STA.47+39 10 S TA 48+55-L- RT.
\\\ 1 \
•
DETAIL 8D
CULVERT INLET CHANNEL
(LEFT TO RIGHT LOOKING DS)
STA.47+20-L- RT.
GR
jL�TJ�-53+75 T0-5
,((/r////-2
F --- GR
N • F
EGR
18 ,
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l (/ ; /, :/,,,
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6 I/- A V \ Vv—�v\v� — oe
\ v 1, 1 1 v
\\� \ /1
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DETAIL 8E
CULVERT OUTLET CHANNEL
(LEFT TO RIGHT LOOKING DS)
Not to Scale)
STA.46+00-L- LT.
EI
NN\
=� \\\
tiLMA
V(� D 120PG347
PRS� �tIVE \ti '"26
PROJECT REFERENCE NO.
A-0009CA
RAM SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PIG MRS
TGS ENGINEERS
201 VJ. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
FOR -L- PROFILE, SEE SHEET NO. 21

PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
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SHEET 8 OF 42
-11111E11111
MERMEN
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
206
0
2021
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80' 100'

.
PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
2070
2060
2050
2040
2030
2020
2010
2000
1990
1980
1970
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SHEET 9 OF 42
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ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
'IGs
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
1=111111111111:::
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2070
2060
2050
2040
2030
2020
2010
2000
1990
1980
1970
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1"=20' HORIZONTAL
1"=20' VERTICAL
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-100
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0
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PIPE OUTLET
CHANNEL
SEE DETAIL 9B
CL 'II' RIP -RAP
EST. 65 TONS
EST. 90 CY DDE
OCK PLATING
-L- STA. 56+00 TO 58+00, RT
SEE NCDOT RDY STD 275.01
EST. SY
-L- CURVE DATA
Pt Ste 59+31.02
= 49° 37' 232' (LT)
D = 5' 58' 05.9'
L = 831.44'
T = 44382'
R = 960.00'
SE = 0.08
DS = 55 IIPH
-Y3- CURVE DATA
P1 Sta 12+33.55
= 43' 48' 04.8' (LT
D = 57' 17' 44.8'
L = 76.45'
T = 4020'
R = 100.00'
m -Y3- PC 12+93.35
0-Y3- PT 11+69.80
S 29' 24' 34.8" E
OO
�/OO e
h�XO CL 'I' RIP -RAP
�� � LOVIN
GEOTEXTILE TONS
C 66 EST. 2
DB 3 3 PG 91 EST. 6 SY
DB 363APG 36
CD
PG, TRACT I
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\JB wSlab Lid
SITE 6
BARRY L.OUEEN
DB 388 PG 569
TOE PROECTION
SEE DETAIL 91 1
CL 'I' RIP -RAP
EST. 35 TONS i-
GEOTEXTILE -'
EST. 65 SY
6
CLASS II
RIP RAP
(KEYED -IN)
HT. +/-3.0'
DETAIL 9A
PIPE INLET CHANNEL
(NOT TO SCALE
VAR. BASE-4.5' /
CLASS II RIP RAP
(KEYED -IN 8
BANKS ONLY)
STA.58+10-L- LT.
PIPE INLET
CHANNEL
SEE DETAIL 9A
CL 'II' RIP -RAP
EST. 85 TONS
EST. 75 CY DDE
Outside Ditch
Traffic Flow
NOTE:
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
DETAIL 9G
FALSE SUMP
( Not to Scale)
STA. 67+00-L- RT.
DETAIL 9H
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Min. D=1.5 Ft.
Max. d=1.5 Ft.
Type of Liner= CL 'I' Rip -Rap B=2.0 Ft.
CHRISTOPHER T. ODOM
DB 381 PG 812
SHOULDER BERM GUTTER
-L- STA. 57+00 TO 59+ 0, LT
BYI3-93
WOODS
PROP. DRIVE
DETAIL 9B
PIPE OUTLET CHANNEL
NOT TO SCALD
CLASS II RIP RAP
(KEYED -IN &
BANKS ONLY)
BASE
VAR
(4.5')TAIL DITCH
CLASS II RIP RAP
(KEYED -IN)
HT. +/-3.0'
STA.56+60-L- RT.
SR 1278
CL 'I' RIP -RAP
EST. 2 TONS
GEOTEXTILE
EST. 6 SY�¢
•
FROM STA.67+00 TO STA.68+00-L- RT.
PERMIT DRAWING
SHEET 10 OF 42
SHOULDER BERM GUTTER
-L- STA. 64+50 TO 65+50, LT
ROCK PLATING
-L- STA. 57+00 TO 59+50, LT
SEE NCDOT RDY STD 275.01
EST. SY
RDJ 17' BST
'ROD AND LUG
WITH GASKETS
(ELBOWS)
DETAIL 9C
PIPE OUTLET CHANNEL
( Not to Scale)
Natural Natural
Ground :/ D ,L.\ Ground
dl5
Min. D=3.0 Ft.
CHANNEL BED Max. d=3.0 Ft.
(B) B=3.0 Ft.
Type of Liner= CL "I" Rip -Rap )Keyed -In)
STA.65+06-L- LT.
WOODS
BST
-L- PT 63+18.65
DETAIL 91
TOE PROTECTION
( Not to kola)
NATURAL
GROUND
GEOTEXTILE
d= 1.5 Ft.
Type of Liner= CL 'I' Rip -Rap
FILL
SLOPE
FROM STA.58+50 TO STA.58+96-L- RT.
FROM STA.67+20 TO STA.68+00-L- LT.
Outside Ditch
-a Traffic Flow
S�
S- Ditch Slope
DETAIL 9J
FALSE SUMP
( Not la Scale)
FROM
20:1
C Proposed Dit h
STA.59+90-L- LT.
-Y6- POT 10+00.00
BEGIN CONSTRUCTION
-Y6- STA. 11 + 05.00
NOTE:
-Y6- TO BE RESURFACED WITH 11' 59.5B.
SHOULDER SHALL BE CONSTRUCTED USING NCDOT
STD. 560.01 (SHEET 1 OF 2) AND GUARDRAIL PLACED
AS SHOWN ON THE PLANS. A MINIMUM OF 3'
WIDENING BEHIND THE FACE OF GUARDRAIL OR
EXTRA DEPTH POSTS TO BE USED.
PIPE OUTLET CHANNEL
SEE DETAIL 9C
EST. 30 CY DDE
L=34 FT
S=4.1%
CL 'I' RIP -RAP
EST. 30 TONS
n / CONC
NICHOLAS L. PHILLIPS
DB 300 PG 811
TEMPORARY
STREAM IMPACT
MIL SHED
SITE 8
RETAIN CONC. DITCH
SHOULDER BERM GUTTER
-L- STA. 66+70 TO 68+24, LT
PIPE OUTLET
CHANNEL
EXISTING R/
�S CL 'I' RIPRAP
T. 15 TONS
UT TO rT `REEK (SO
\ 9p \ JS
TEMPORARY
STREAM IMPACT
CL 'I' RIP -RAP
EST. 2 TONS
GEOTEXTILE
EST. 6 SY
ROD AND LUG
3m WITH GASKETS.
(ELBOWS)
STANDARD
BASE DITCH
SEE DETAIL 9D
EST. 15 CY DDE
L=15'
S=5.0%
CL 'I' RIP -RAP
EST. 15 TONS
WOODS
TOE PROECTION
SEE DETAIL 91
CL 'I' RIP -RAP
EST. 40 TONS
GEOTEXTILE
T. 80 SY
WOODS
ROD AND UG
WITH GAS TS
(ELBOWS)
�PFL�6�
REMOVE
0.ZONN��NI.. - l7 ,SliL.mwrrsaMi
L^JBR�eIC
� i]1�1 �Ji1�=Rit m Raw_ O.L _. o� mar.
WOODS
150'TAPER_
RANCE ADAMS
DB 318 PG 227
DB 330 PC 638
Natural
Ground
DETAIL 9D
STANDARD BASE DITCH
( Not to Scale)
Grrat
ound
in. D=2.0 Ff.
Max. d-2.0 R.
B=2.0 Ft.
Type of Liner= CL "I" Rip -Rap (Keyed -In)
STA.67+10-L- LT.
REMOVE
CL 'I' RIP -RAP
EST. 30 TONS
SITE 7
E
REMOVE
2GI
ROD.'AND LUG
WITH GASKETS
(ELBOWS)C
D AIL 24" CS
- L- POT 66+1128 =
- Y6-POT 13+03.70
Outside Ditch
Traffic Flow
5 -
S=Ditch Slope
DETAIL 9E
FALSE SUMP
( Not to Scale)
GI
etc.
I Proposed Ditch
STA.65+70-L- RT.
360' TAPER
SPECIAL LATERAL
BASE DITCH
SEE DETAIL 9H
CL 'I' RIP -RAP
EST. 90 TONS
GEOTEXTILE
EST. 160 SY
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DETAIL 9F
PIPE OUTLET CHANNEL
I Not to Scale)
DOWNSTREAM
CHANNEL
_ NATURAL_
GROUND
STA.11+17-Y6- RT.
CUSS I RIP RAP
(KEYED -IN)
u PLUG
PROJECT REFERENCE NO.
A-0009CA
RN SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
201 W. AAARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
BILLY K. ANDERSON
DB 149 P 543
^i 2
= r
Z
0 rn
D
rnrn
I
Z
J O
OO
O
0
FOR -L- PROFILE, SEE SHEET NO. 22

00
c
0
0
0!
0
-o
00
LO
e
a
Q
0
0
0
00
00
rn
0
/
0)
l_
0'
0
MZ
\0
roX
//
// i//
11/l////
_v�� //°flog
/��Y^nx x% VA✓ .-/ // // / l/ l/ / / /
/ /
/��/l//// /--/(/) j •
%- �i�/i \ < ) vv I1II I I� 1 /�
//////lllA �// / / �l 11 III \Ill /I
-L- CURVE DATA -Y3- CURVE DATA
Pl Ste 59+31.02 Pt Sta 12+33.55
= 49'37'232'(LTl p = 43'48'04.8'(LT l
D = 5' 58' 05.9' D = 57' 17' 44.8'
L = 831.44' L = 76.45'
T = 443.82'
R = 960.00'
SE = 0.08
DS = 55 IIPH
T = 4020'
R = 100.00'
m -Y3- PC 12+93.35
2 -Y3- PT 11+69.80
S 29' 24' 34.8" E
AN�e UG
WI r=
(ELBOWS) /
\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\
Outside Ditch
Traffic Flow
DETAIL 9G
FALSE SUMP
( Not to Scale)
-_ - _ _ STA. 67+00-L- RT.
-_� _ - _ FROM STA.67+00 TO STA.68+00-L- RT.
_ --AUL RIVEWAYS AgETO BE ASPHALT UNLESS OTHERWISE' NOTED. ' )
-END LOCATI€*42 OF�RIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN I /
= PER CROSS SECT1O , THE CONTRACTOR SHALL EXTEND THE DRIVES, AND
--_ -PAVE UP TO TFfE��FIT OF WAY LINE. FROM ROW POINT ON 'MATCH to ( i 1
\\
\
DETAIL 9H
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Min. D=1.5 Ft.
Mao. d=1.5 Ft.
Type of Liner= CL '1' Rip -Rap
B=2.0 k.
Fill
Slope
Outside Ditch
Traffic Flow
S-
S -Ditch Slope
DETAIL 9J
FALSE SUMP
( Hai la 5wle)
•\o>
20:1
�2.0
I Pro
FROM
1 O
STA.59+90-L- LT.
-Y6- POT 10+00.00
- _ / i BEGIN\ CONSTRUCTION
__A- --- -DRIVEWAY IN KIND,S1AILESS OTHERWIS_ T10TED /_/ / / /J // A////'' /vSFA. 11 05.00
--- - - _ - - ��2090- // T E\RESURFACED WIr11.,1Yz" 59.58.E - ---
_ 2100-� /� / / / M E:
- _------ -- PERMIT DRAWING Sb0E01 S(SHE EOF02)SAND GUARDRAIIL PL CEED _-
/ / AS SHOWN ON THE PLANS A MINIMUM OF-8 _
200- ----- ~��- � S?@PF R1 vuv�r --- - =' - - //j /WIDENING -BEHIND THE FACE OF GU SING .Q -
- -IPE INCEL - - - - -8. 81QG_ 12- _ - - -_ , _ _ _ SHEET 11 O F 42 / / EXTRA DEPTH POSTS TO BE USED. _ _ _� - 2061
/ -- - 3EE-0LTAICSL _ --��ii-=_��_ �_�� J /� / �/// _ -.-
ry.-wPnr-- 'I1r -RAF---- _----- - --////'/// //� _
- - / / ytE' OUTLET HANNEL _ _
_ESL2 TONS ST. 75 YNS� _- -- -_-`_ -2070 _'� i-- - - ---- / //// /�// 091. 30TAIL 9C \ \�
EMEp GEOTEXrRE Esr.?s�Y�E - - - - pyo / / // A y A - - 2oso
9,SY-__�-------- - - - J- 2 / 0 CY p - - E LLDER B€xMGar Eye- - � _-. Tab +s 0_T9 %5� 30D-Lt_ , _ �/- � i / c=4i! P Rn \ \ � - - -
u --- STA 57+004O-59+v, _ - 0 -.�( 5 y �� / ✓ j/� ✓/ EST. 80 �ONt-
- - - A. 7+O�OT& -59+-0�T� �i / -- - // ✓ «- \ \ ` - - --- _
- - - EST S{iOT RDY-5T6- 215:07- - i -1 - / - -' \ \ Yi
ROJ l7' BST - _ - / --
/ �/ /�D Atea
. - : :-
C�
\ \ \ �.^EI!t lO \EIPs
\ -If1 �JS� / Chi C My/L/��H�Eb\ �}�
- "a
\ _CL'L' RIP -RAP
EST. 2 TONS- -
GEOTEXTILE
_EST-6• SAY- Gy
`J/
PIPE OUTLET
CHANNEL
SEE DETAIL 9B
CL 'II' RIP -RAP
EST. 65 TONS
EST. 90 CY DDE
.)\ / \/�i
(3- // ii/5 // �
�{OCK PLATING6/- /� / oii ///� /�// / ( / / /
-L- STA 56+0�Tb 6S,fA0;_ R j /// /// //t / / / /
EST SY OT RDY�TB' :i:OJ//r///I//y �% - \�\\• �' / PI9'P DRIVE////
- i\)))/� ,iii�osoz�\ �� //ll I I //// / j/ /
•����i/�/ice//// is «��� �vvv�v�/ •o`//l//l////j /%%//
/%/ iii��i-/i�// / JI \\\\ \\/o� /////I) //////
//////��� /// /• �C yvvv/lI IIIII I l /
SITE 8
- RETAIN CONC. DITCH
SHOULDER BERM GUTTER
-L- STA. 66+70 TO 68+24, LT
PIPE OUTLET
��
CHANNEL
•EXISTING R/
11 WOODS
III/
ESTTIT3NS J//
I' /I oroxni
/ EST. 6 SY_
m
/// �EHCB�/
*III ///.
Proposed Dit h v \
I V A V tVA A\ \
I I I\I111\III
/ / / /
/
�i
- � JIANDARD , ---
BASE- -DITCH
- - SEE'DETAIL 9D
EST. 15 , CY_DDE
-S
5=5.0%
CL '1' RIP -RAP
EST.15 TONS /
\-//
///
/
/ -- -- _ 0]- �G %-- -_ V�
/ - ��vv - / _-- � 1(
/- - �=
�/�� Vv060Z / / /E•• - C �VA\\VA\\VVA�I�
_ // �I ▪ AVA\AA\\\\ VA VA�e\.�
l;_rra,��z3t3L
\�N SITE 7 \ �Q�° //, r
/-/ / / A \ VA // 6-POT /3+0370 /� �v ✓ ez V�
\ \VAVAAVA�\i �i� l%,�� :,/, jti irEaA mT�Rr;=
VAA VA\\VAA\\ / / ��7 /
GROUND
DETAIL 91
TOE PROTECTION
Not to Scale)
1��tcER' L SLOPE
°FORE/RILE
d= 1.5 Ft.
Type of Liner= CL 'I' Rip -Rap
FROM
FROM STA.67+20 TO STA.68+00-L- LT.
STA.58+50 TO STA.58+96-L- RT.
*ROD %IND LUG
WITH GASKETS
(ELBOWS)C
//(�ji�%
/ 7///�//// /
,440„ y�/' // ,
u=�i!:1!!uRull!l
l V A Nv\ \VA\ I
I//III I / / / / /// / // / i\ s?\\\�� J \ \\ tV\\ \ \ \ \\\ ---(\/),\�/\\\\�\ \\\\ 1 \\ III \ / JI 1\I\\\
'III I �/ \\\\ �� \
I V1 / / - vv -v V \ \ o v �- �A� \ h�/ InVAV'-' / / / / �A..�,v� / /
I I 1 / 11111\VAV1 1 l / �/ -�� v1��vvvAvv�v/ / 1 I I I ./ _AIL. VA ,A\ N\vA /
\ \ 1\ \ J / i DENOTES IMPACTS IN
1 I I I I I V 1 V I I 1 V A V A I( I I l /// �AAAAA\ \ VA V� V / / A I \ V A V A I / I / . I I A _ _ �� SURFACE WATER
\ \ 1 I // �_' vv 1 A V y V1\\11V AVA\\\V A��- -/ ////
_ V1) I A \ IIIII I I I I I / I I / --w Avv�vvv� I I VAAA\ VAA VA VA V A I 1 ��„ VA\ VA\\\\\\%\VA\\VA w�-_ %���
/i J/ / \ I \ III / I I I I I I I I I I I I / I I I I / / / - \� \\\\\\\\\\\\ �� 1 \ \\ \ \ \\\\\\\\\\ \ \ ` / j//i -�^\\ \� \LL\\�\\�� ���\\\./' I-i /////// MPAOCTS INE SURFACE WATER _
�)) ///I IIIII Ill I I / I I I / / ����vvvvvvvv� vvv - / I / I A VAA VAVA \ ( 1 1 c /'/'^_ 1AvA\ V VA\\VA\\\\AVAAVAv�- // i//////// i/%=__� �
ji_ =_�/, 111 /II;\\\1\I\\\Il j l /1 l� l // //-��� \\� \L�\ / j ) I 11 1\1 \\\\ \\\\\I\I(I I l I Nj \\\\\\\\\ �� \\\\ \ /�i ii%� irl %�%i j///
/ I v v,vl I l l l l l, A 1 \ \1 I I s \\\\VA\VA\\vvvv\vvv ///////i/� - / ////
/ / / /--_--J / 1 ! DETAIL 9A DETAIL 9B �A---.�/ / ) / 1 I I 1 , I I I I I I I o/ --'� A \ \\\\ \\\vA\\VA\V\AAA ---/�i /i./i ///� :�- ' //�- ;/.� / / / /�
/ / / ol-°Z -' J/ PIPE INLET CHANNEL PIPE OUTLET CHANNEL �` DETAIL 9C DETAIL 9D DETAIL 9E DETAIL 9F //�
/ / �_ i 'NOT To sula MOl ro scan FALSE SUMP / ) / / / Ij / i - \ \` PIPE ONotto Soole) EL STANDAND aBAS e) DITCH o PIPE OUTLET CHANNEL ��/
KEYEDJN PBRAP \ \ \ 11 ( Not to Scale) /
/ / / / / \ INo1ro 5<alej /
/ / / / / \ / \ a^ 51 (4.5'ITAIL DITCH '\ \ Natural Notuml Notuml Natural Ouside Ditch CHA N EL / / /
/ NKS ONL
/ / \ / Ground :/ ,L.\ Ground Ground ;y Ground TTaHie FIOW CHANNEL /
I I I II / / / - / / '\,Y. VAR. BASE-4.5' / \ VAR. \ \ df D , IEr 30 CSP
/ / / -_ ♦ \ \ 1.5' I5 2 I NATURAL , "
I I I / / / / / /- / CLASS 0 :6 d Min. D=2.0 FL -GROUND- ri /
1
\ \ Min. D=3.0 Ft. II�
/ / / / / / / / RIP RAP BASE CLASS II RIP RAP `- CHANNEL BED Max. d=3.0 FI. Max. d=2.0 FI. GI
I // (KEYEDJNI `^ \ IB) B=3.0 FI. 6=2.0 H. �-5- etc. t.s --•••1 DI RI' AM \ I I I / CLASS II RIP RAP 4.5' IKEYEDJNI
\ \ I / / HT. +/a.0' IKEVED-IN 8 _
\ I \ I I / / BANKS ONLY)
HT. +F3.o' / Type of Liner= CL "I" Rip -Rap (Keyed -In) Type of Liner= CL "I" Rip -Rap (Keyed -In) S= Ditch Slope C Proposed Ditch
\ \ \ \ \ \ \ 1 \ \ 1 1 I\ \ / STA.58+10-L- LT. STA.56+60-L- RT. \ - STA.65+06-L- LT. STA.67+10-L- LT. STA.65+70-L- RT. STA.11+17-Y6- RT. _ - - /
VA\VA\VA1�tA.A.A\\v \/ 1 1, I Ill / 1/ /1 / I l I I J I �� v` %//� ////�/l////ll//i /-
-A���y�v�\\vv��-- 7//////�///� -
GI
/ /
/// ► // /// / /// /i// - \ 11 \( ���\\\VA
/ / / / / / \\\ I I 1
A�AAnn ADk� j,vA\ \VAVA A\V�\AVA/ °It/ %/9 //// / �/ CL ¢ /��oziz�y; - \i /�� VA\�/ /LAVA VA v/- // 11111//I\V/ III (((/o
/// �/// / / /]� -/= BASE DL CH '-1 v A
//// / / (\ SEE DETAIL 9H
/ RIP RAP y.7 oZ�.
0 TONS
Xi1LE. -- \/'
. ice j % EST.160 SY /1
•
11
PROJECT REFERENCE NO.
A-0009CA
SHEET NO.
9
RAM SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MRS
TGS ENGINEERS
CORP. LICENSE 440.: C-0275
BILLY A. ANDERSON
rn
Z co
FOR -L- PROFILE, SEE SHEET NO. 22

PROJECT REFERENCE NO.
SHEET NO.
2090
2080
2070
2060
2050
2040
2030
2020
2010
2000
CULVERT DETAIL
CL II RIP RAP FLUSH NOT TO SCALE
WITH BED TO NO
MORE THAN 15' FROM OUTLET
C
6' JB v,Slob Lid
54"
CSP
TRENCHLESS INSTALLATION 54" WELDED STEEL
FLOODPLAIN BENCH
AT OUTLET
LAIN BENCH
ATINLET
INLET
LOOKING LEFT TO RIGHT DOWNSTREAM
(INLET)
54" WELDED STEEL PIPE
54" CMP TO BE LINED & EXTENDED
I I I I I I I II 1 1 1 1 I
JIM
-L-
NC 143
II
11
I
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•C .r.L.III 1 . •'� 111.1 1/ • .1■111
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DOWNSTREAM
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•
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1
A-0009CA
PERMIT DRAWING
SHEET 12 OF 42
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
1 �11iiii
2090
EXISTING RIG hi
T.P OF BANK
i
4'
EN_
I MEN5..i •..`..11.
►il■■L11.J 4r-111111
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•
^I IN.I
ZAr
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mEriGaC7C C 2.2.5MME.E4•U•
'n1
11
\1
INVER =
INVERT= 2013.81'
NWS EL. = 2014.8'
■■1■■■■■■■■■■
54" CSP
(0.2%)
INVERT=2013.79'
.
1111I I I I I I I I I III I I I I I1
I111111111
IIIIIIIIrl
I I I I I I I
I I I I I r
PROPOSED 54" WSP
(TRENCHLESS CONSTRUCTION)
\1
IN •i• 111i..171 ■V LlA•r i'11 r•
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IFS
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NUT
11: WALL
..uir GHT)
INVERT = 2009.44'
111 r.OEN■1 ,1.4- •.1 •..r.■ 1111 N11.1ENL
I ■ WANE! oil ..■I L' I I.1 r=.l I .0 I .I II l■■'.5
1 .11I .i..1..I'r/J Y.I .. EN.L.111. 1111
I \' 1 .1 .U■■I'L5I ■III■ •••LI 11.11.1
.a 11■ d■■I11 Err. I1I • ANEW .1..1 ..I ■1 Ir.J..11■ 11 11 -
►•1 I I ,1 all•"1 .►.".■ ■uc•JEN■^•u 11 I\ \ 4L •11I R.A11 JI =
11M11 ■I•
1 II ■I 1.■■111
1W
mm
MEN
!9!
INVERT=2009.39'
CLASS 'II' RIP -RAP
(FLUSH WITH BED)
EXISTING LEFT
TOP OF BANK
EXISTING STREAM
BED PROFILE
2080
2070
2060
2050
2040
2030
2020
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
■■■
2010
2000
-150
-100
-50
0
50
100
150

cr
coco
REVISIONS
n
00
_C
a
0
-o
_C
O
m
e
0
in
a
02
m
e
m
oL
7
0
0]
w
co
2:
7
0
-o
7
G,
L
ID 1p
¢a
C
Wz
N
°X=
-L- CURVE DATA
P1 Sto 98#90J1
A = 65' 35' 01.6' (LT)
D = 5'58'05.9'
L = 1.098.87'
T = 6/8.49'
R = 960.00'
SE =
DS = 558OH
O •
0
Q X �
-1 O•
ROBTRUSTEEEHR,
, DB 325 PG 13
,,DB
DB 325 PG 17
SPECIAL LATERAL
• V' DITCH
SEE DETAIL 12D
•
• •
BERM 'V' DITCH
SEE DETAIL 12A
\\ 2•
7
COMMA YGEMCNT
DB 363 PG 124
DB 363 PG 127
DB 365 PG 669
GASKETS
AND LIDO- \�`� '' ,OF • 1 (ELBOW)
DETAIL 12A
BERM 'V' DITCH
( Notto Scale)
Min. D= 1.5 Ft.
b= 5.0 Ft.
FROM STA.96+00 TO STA.96+50-L- LT
FROM STA.96+66 TO STA.99+00-L- LT
BERM 'V' DITCH
SEE DETAIL 12A
-SA -
A
\
\\`
+� ` DB 357 PG382 v'
\\
-I-\ \ �. •
\\,\
s \
1 \
\\ On, \,S\ l
y \ \\ II II
7 0 \ \\ \\ \\
q3\\ \ \
1
DETAIL 12G
CULVERT INLET CHANNEL
( Not to Scale)
GNOG'rourno�-�€+, .. tj---WG°o nre
RIP-R P
KEYED -IN Bhp )TIaN
Length=24 Ft.
CHANNELtBED d=5 Ft. Min.
STA.108+75-L- LT.
DETAIL 12H
CULVERT OUTLET CHANNEL
( Not to Scale)
TOP of R wW'/VId ' BED.
N. OK. CHANNEL SLOPE
TO SWEETWATER CREEK.
y4Efi� X-\M1isa
CLASS IIRIP-RAP
KEYEDJN ITYPI
Length=35 Ft.
CHANNEL BED d=4 Ft. Min.
STA.107+85-L- RT.
DETAIL 12B
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Slope
Min. D= 1.0 Ft.
FROM STA.104+50 TO STA.108+00-L- LT.
PERMIT DRAWING
SHEET 13 OF 42
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DETAIL 121
FALSE SUMP
( Not to Scale)
STA.102+00-L- RT.
DETAIL 12C
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Min. D=1.5 H.
B=2.0 Ft.
slope
FROM STA.109+00 TO STA.110+00-L- LT.
DETAIL 12E
RIP RAP AT EMBANKMENT
(Notto Scale)
10'
Ditch
Grade
GR
NATURA
2-
r
1.5'
-L CHANNEL BED
Type of Liner- CL '1' Rip -Rap (Keyed -In)
STA. 108 + 95-L- LT.
PROP. DRIVE
-L- PT 103+70.49
WOODS
DETAIL 12D
SPECIAL LATERAL 'V' DITCH
I Not to Scale)
Ground
Min. D=1.5 Ft.
Fill
Slope
FROM STA.96+50 TO STA.99+20-L- RT.
DETAIL 12F
TOE PROTECTION
( Not ro Scale)
OV
NATURAL
GROOND
GEOTEXTILE
d=1.5 Ft.
Type of Liner= CL '1' Rip -Rap
FILL
SLOPE
FROM STA.103+70 TO STA.104+50-L- LT.
AVIS ANN PHILLIPS. TRUSTEE
DB 379 PC 518
TOE PROECTION
SEE DETAIL 12F
CL 'I' RIP -RAP
EST. 55 TONS
GEOTEXTILE
EST. 110 SY
DO NOT DISTURB
BILLBOARD
WOODS
1ATERAL
CL 'I' RIP -RAP
EST. 40 TONS
E
SEE SHEET 2B-1 FOR
ONSITE DETOUR DET S5
LAYOUT.
WOODS
PROJECT REFERENCE NO.
A-0009CA
SHEET NO.
/2
RAM SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
03S
D. R. PHILLIPS. LLC z99s
DB 373 PG 203 0\
SITE 9
RIP -RAP AT EMBANKMENT
SEE DETAIL 12E
CL 'I' RIP -RAP
EST. 10 TONS
v m 0 SEE DETAIL /' C a m i�ELBOARD FALSE S.
;mil ^ s �sl PD OTC D oil SEE uEIA IL L 121
DE o RRiiRIn
D^� DF1p PDE PD AR C nuunnWR.
1(_ R fR•Fen
n of s�TT-�re:'.T •��II� -�.� CONS t R'f
a.
CULVERT INLET
CHANNEL
SEE DETAIL 12G
CL 'II' RIP -RAP
EST. 31 TONS
EST. 25 CY DDE
E
WOODS
N 14°29'
CL 'I' RIP -RAP
EST. 2 TONS
GEOTEXTILE
EST. 6 SY
TIE FILL UP ON EXISTING SHOULDER
FROM -L- STA 104+75 RT ON TO
AVOID FILL IN FLOODPLAIN
AVIS ANN PHILLIPS. TRUSTEE
DB 379 PG 518
OTraffic utside Fitch
S
S=Ditch Slope
DETAIL 12J
FALSE SUMP
( Not to Scale)
GI
etc.
LL Proposed Ditch
STA.107+15-L- LT.
STANDARD BASE DITCH
SEE DETAIL 12K
L=30 FT
5=1.0%
PASTURE CL 'I' RIP -RAP
ST.40 E
E ECY DDE
E
DETAIL 12K
STANDARD BASE DITCH
(Not to Scale)
Natural NMural
Ground �, -� n.\ Ground
Min. D=3.0 H.
Max. d=3.0 R.
B=3.0 Ft.
Type of Liner= CL "1' Rip -Rap (Keyed -In)
STA.107+00-L- RT.
GREU TL-3
PDE
PASTURE
CULVERT OUTLET
CHANNEL
/ SEE DETAIL 12H
/ J CL 'II' RIP -RAP
\ „ / 1 ES1.50 TCOYNDDE
/,
� `'' : ' / / v
--\HMS �, • „, / / \L/
1
- I 1
_ WLB -1 \i \i' • • ' '. i9` ��k \La0M= i
1L, `. 1
=
SPECIAL LATERAL N 1 9494.14' W
BASE DITCH
SEE DETAIL 12C 0?�
N 18°36'27°
61.92'.
NOTE:
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
SEE SHEET 2B-1 FOR ONSITE DETOUR DET_5S
SA ELIGIBLE AND
UNASSESSED SITES
FOR -L- PROFILE, SEE SHEET NO. 23
l 7
= r
Z
- m
ON
cn D
m
m
Z�
O°
W - 0
0
0

•
•
,1
1� 1 5'9
SA
\
)
—L— CURVE DATA
P1 Sto 98#90J1
A = 65' 35' 01.6' (LT)
D = 558'05.9'
L = 1A98.87'
T = 6/8e49'
R = 960A0'
SE = DS = 558MPH N)
•
x
-1 O
Noun!
Min. D= 1.5 Ft.
b= 5.0 Ft.
(
4
SEE DETAIL I2AH Kj \�\ 1 V'�DRGH //// ( 1 � � _
\X SE TAIL 1/'A / //(I I I I 1 , _
/2/ \��� / \:ta' ^� 1 I / / I/ DENOTES IMPACTS IN /
yob M: GEI�EN s / h' 1 �j SURFACE WATER
i A P, 124 ,��A--i /
J
/ /i jf1B 363 PG 24 ------- x / %1/ 1 /
---._- - /Dgg 363 PG 127 �v^� o' �i'�l 7///lI A% 1 / ///j� �.� DENOTES TEMPORARY �. STA.108+95-L- LT. FROM STA.103+70 TO
i/// 9B 365 ,'PG 669��V—� i �' / A VJ // /� ��� IMPACTS IN SURFACE WATER /
l ij// / // / /� ii iii ii /
f _ ti l/l l -/ , — / / / / �� �� /i�� / / /iii// �i � / / / / /�
P v r'- I/// \//� o0 7 j // � // / // /j / / i/i / / i/ i i /ii�i.7./ / / /
% l/l1 / /i / / i� �/�-- �� / iii / // // / /
l l l / / / / / /// / ///// /i /i/ i /ii/ice ///, —
1 / / // //// //i/ ////�i iii//�/i7--%
�Oij_%/� —�'\.'' �i11/ J/ / / // // /i �i//iii //i�i i/ji ��1/ 7—
�1/ /ll// / \/// //,/:///%//!'i7%Y%=�%-,��.i/%� '17i ii\ / / —
Og \ 111j11111/t/\�i i////�%!%ii /�/ ;//�/!iii��/`»- G��%- i • E V/
—J l
-L- PT 103+70.49
DETAIL 12A
BERM 'V' DITCH
(Notto Scale)
W1
//(///ii)i) i i iliiii
DETAIL 12B
SPECIAL LATERAL 'V' DITCH
I Not to Scale)
Natural
Ground
Slope
Min. D= 1.0 Ft.
FROM STA.104+50 TO STA.108+00-L- LT.
///11111111111111 / — —
DETAIL 12C
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Min. D=1.5 Ft.
B=2.0 Ft.
Fill
FROM STA.109+00 TO STA.110+00-L- LT.
Ditch
Grade
DETAIL 12E
RIP RAP AT EMBANKMENT
(Not to Scale)
NATURA
GROUND
1.5' /
-L CHANNEL BED
10'
Type of liner- CL '1' Rip -Rap (Keyed -In)
// ,7 ////MI
DETAIL 12D
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Ground
Min. D=1.5 Ft.
Fill
Slope
FROM STA.96+50 TO STA.99+20-L- RT.
PP7 Pa-
///�/ /-
7_/////�/
��� �//
// %//ice _ / / / /,-
/ i �/j� � • _ _ _ i_
7_7iii
DETAIL 12F
TOE PROTECTION
( Not ro ScoIe1
NATURAL
GROOND
GEOTEXTILE
d=1.5 F.
Type of Liner= CL '1' Rip -Rap
FILL
SLOPE
32 NN \J
RDBERT P. y�EHR��\\ /\ \\\\\\� ',•�\\ter
TRUSTEE V � ^:��� A���o, ..`, VAS
DB 325 PG 13, Ak � A \ \`/* I
�?VA VA A N.
DB 25 PG 17 VA��7� J AA\
\\\ \' \�\\�
SPECIAL LATERAL
-'V' DITCH \ \ �.
X \ SEEEETAIL 12D \\
----"v t
- ��� vX. A \
\ • \ \\
s \ \
• � � � • -7 V 1
\ - I \
\\\ \\ \
\ \ \\
DETAIL 12G
CULVERT INLET CHANNEL
( Not to Scale}
RIP -RASP
TION
KEYED -IN B P)(
Length =24 Ft.
CHANNEL BED d=5 Ft. Min.
ti
07
0
VA VAA VA \.
\VAV\VA
\\
o\\ �\ \\\
v \v\vvv�>� v v
�vv\ yvv�\�wAwvv
FROM STA.96+00 TO STA.96+50-L- LT
FROM STA.96+66 TO STA.99+00-L- LT
I I //NH/
7/////( \ V `:
//////
DETAIL 12H
CULVERT OUTLET CHANNEL
( Not to Scale)
MIN. OS. CHANNEL SLOPE
TO SWEETWATER CREEK.
Length =35 Ft.
CHANNEL BED d =4 Ft. Min.
/,'
_RCP-/lP�f
PERMIT DRAWING
SHEET 14 OF 42
DETAIL 121
FALSE SUMP
( Not to Scale)
S=Ditch Slope
C Proposed Ditch
SE SUM
EST. 2 TONS
GEOTEXTILE
TIE FILL UP ON EXISTING SHOULDER
N FROM -L- STA 104+75 RT ON TO
N. AVOID FILL IN FLOODPLAIN
DB 379 PG NB
DETAIL 12J
FALSE SUMP
( Not to Scale)
S = Ditch Slope
GI
C Proposed Ditch
,vSTA107+15-L- LT.
TOE PROECTIO
SEE DETAIL 12
EST. 55 TONS
GEOTEXTILE
— i
STA.104+50-L- LT. , ,
DO NOT DIRIURB
BILLBOARD- '
WOODS
EXISTING G/11
SPECIA
PROJECT REFERENCE NO.
A-0009CA
SHEET NO.
12
RAN SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
CORP. LICENSE NO.: C-0275
SITE 9
CL 'I' RIP-ITAP—
EST. 40 TONS
E
SEE SHEET 2B-1 FOR
LAYOUT. I
( WOODS
36" RCP -III GRASS 261-A
STANDARD BASE DITCH
DETAIL 12K
STANDARD BASE DITCH
( Not to Scale)
Tyr of Liner= CL Rip -Rap (Ka ed-Int
•
•
FALSE S MP
SEE DETAIL 121
sts
RIP -RAP AT EMBANKMENT
SEE_DETAIL 12E
EST. 10 TONS
CULVERT INLET
CHANNEL
SEE DETAIL 12G
CL 'II' RIP -RAP
EST. 31 TONS
EST. 25 CY DDE
PASTURE )
CULVERT OUTLET )
., CHANNEL
sk
SPECIAL LATERAL 94.14'
BASE DITCH
SEE DETAIL 12C) 7
NOTE:
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
SEE SHEET 2B-1 FOR ONSITE DETOUR DET_SS
ELIGIBLE AND
SA - UNASSESSED SITES
CV
7)1
m
O.
STA.108+75-L- LT.
FOR -L- PROFILE, SEE SHEET NO. 23

•
PROJECT REFERENCE NO.
SHEET NO.
2130
2120
2110
2100
2090
2080
2070
2060
2050
2040
2030
TB
TB
SILL PLAN
( Not to Scale)
7' 24' 24' 24'
SILL (TYP.)
BACKFILL TO SILL HEIGHT
WITH NATIVE MATERIAL (TYP.)
TB B--
SILL DETAIL
( Not to Scale)
BACKFILL TO TOP
OF SILLS WITH
NATIVE MATERIAL
8
7'x8' RCBC
NOTES:
1) TOP OF SILLS SHALL
MATCH STREAM BED ELEVATION IN
CHANNEL OF STREAM (THALWEG).
2) NATIVE MATERIAL BETWEEN SILLS
IN THE CULVERT SHALL PROVIDE A
CONTINUOUS FLOW CHANNEL NATIVE
MATERIAL CONSISTS OF MATERIAL THAT IS
EXCAVATED FROM THE STREAM BED AT THE
PROJECT SITE DURING CONSTRUCTION.
NATIVE MATERIAL IS SUBJECT TO APPROVAL BY
THE ENGINEER AND MAY BE SUBJECT TO
PERMIT CONDITIONS.
Kan
=DrnrsCSl-7 --•
Z. lII171 1I0II'=X ..E•
lII 6n•An•17•c,.•10IMENN;��
EL..MEN
LIE•
-L-
NC 143
•
PERMIT DRAWING
SHEET 15 OF 42
A-0009CA
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1GS
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
2130
2120
IIIWWIIWIE 111►I 1..._...-
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.•.• •J 1 J..11\ J.I 117
'7RRIRIRRRIR1R111111--
ENE
WERKE
' I�
1
J•
WEETWATER CREEK
WS = 2069.5'
u:rIaPIINI•
■.-�
EEEEI AA
I
V
MM
■•■
2110
2100
2090
MEN IrJOEN
2080
'1;
11
rgq•Mr■!g
■.1
2070
2060
- .,
, 1I••Y r.TI•1
._•_Y•••••■• 1
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11
11
11
11
1
11 I
VIM • T•/■■ 111:11 V 1:, .:. N•• IN'11 ANN /
•111• 1 ON •••1 II I► •1,• •'I \ ■ •E• PIP/
11 I.
2050
mol I•••E• VaINW.IL.
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i
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11 •iDY••A I MN • 11 •'•N • I/_N .
11.11.1••• I INN 0I ■= N_1 ■
mil. VTK S .b,6OM/
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.•1..1••1i.EE.a•I:.. -
•1•1•••
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•..WE..W
TREAM
OFILE
2040
2030
1
IIN • 1/.Wal I II i*11111 .■i I/ \■•.11•1•0 . PI •••A•11II 1 11 M
•T:.11.101 I.111111 =.iMI IL7U•••1 KIP I NE•,1.1 .•11.111 •
l'111IIC. •I. EI r 1.I -•EI1.lr.%. i .1 .11 I..11
1'14•11C r=.11 I•..9I ■EE'Udl':.11 1 ■l 1.11 I/._ I
111 • I n,1I MI R 1E1 ME•NON IWI• 11.11 I/.
I r1 \ Nv'J I•1 R I.I r•r.=11.m/1 IL' 1 E.
-J►= c-
■.■ -r■
I II • l IN I'n111- ■
I I.MMM
\1.1.11E11110I\'1■
FG� 7EWE'.
71 ■I 11 7..
•.1 •I I1 W
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
-150
-100
-50
0
50
100
150

-L- CURVE DATA
PI Sto 117+87.67
= 39'02'13J'MT)
D = 5' 30' 33.2'
L = 708.58'
T = 368.66'
R = 4040.00'
SE = 0.08
DS = 55 OH
51,30 S 32°37'30' W
2.g-13' 60.81'
D. R. PHILLIPS. LLC
DB 373 PG 203
8'FDPS
SPECIAL LATERAL
/ BASE DITCH
l SEE DETAIL 13A
IS MTL BUS
AVIS ANN PHILLIPS. TRUSTEE
DB 379 PG 518
WOODS
DETAIL 13A
SPECIAL LATERAL BASE DITCH
I Not to Scale)
Min. D=1.5 Ft
B-2.0 R.
FROM STA.110+00 TO STA.110+50-L- LT.
DRIVE
GR
RETAIN AND
EXTEND 3@11';99RCBC
AT INLET G
60XCH LK W/3 S
33' 02' 24J' E
CULVERT OUTLET CHANNE
SEE DETAIL 13G
CL 'II' RIP -RAP
EST. 50 TONS
EST. 90 CY DDE 1
DETAIL 13F
CULVERT INLET CHANNEL
Looking Downstream (NM o 5wle)
EXISTING 3I1'x9 RCBC
MATERIAL
EACH BARREL r F'st. .N oceml oroand
5 II RIgJIAP
KEYED-N (10?. TIDN
Length=48 Ft.
Min. d=4 Ft.
STA.114+10-L- LT.
WOODS
•
DETAIL 13B
TOE PROTECTION
( Not. Scale)
NATURAL
GROUND
GEOTEXTILE
d=1.5 F1.
Type of Uner= CL 'I' Rip -Rap
FILL
SLOPE
FROM STA.114+50 TO STA.116+004- LT.
SITE 10
@11'x9' RCBC EXTENSION
—L— PC 114+19.01
DETAIL 13C
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Min. D=1.5 Ft.
Max. d=1.5 Ft.
Type of Liner= CL 'I' Rip -Rap B=2.0 R.
FROM STA.118+50 TO STA.119+50-L- RT.
PERMIT DRAWING
SHEET 16 OF 42
TOE PROECTION
SEE DETAIL 13B
CL 'I' RIP -RAP
EST. 75 TONS
GEOTEXTILE
EST. 165 SY
CULVERT INLET CHANNEL
SEE DETAIL 13F
CL 'II' RIP -RAP
EST. 90 TONS
EST. 15 CY DDE
F --- F— J/1
CMP
RETAIN
+17
RAY
DETAIL 13G
CULVERT OUTLET CHANNEL
Looking Downstream (Notts( Scale)
REMOVE EXISTING 1 r3pl69'RCBC
SILTED MATERIAL
FROM EACH BARREL
�mu1pt
— M
CUSS II RIP -IMP
BANK NFYED-IN (MN NEETIO SINBOULDERS
GLE U
Length=66 Ft.
Min. d=4 Ft.
STA.113+45-L- RT.
PASTURE
CL '1' RIP -RAP
EST. 11 TONS
GEOTEXTILE
EST. 21 SY
,/
/ tv
/
/ /
/ /
NATURAL
GROUND
d=1.5 R.
Type of Liner= CL 'B' Rip -Rap
DETAIL 13D
TOE PROTECTION
(Not to Scale)
OAF FILL
\�E SLOPE
GEOTEXTILE
FROM STA.119+50 TO STA.120+50-L- RT.
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PECIAL LATERAL
BASE DITCH
SEE DETAIL 13C
CL 'I' RIP -RAP
EST. 80 TONS
GEOTEXTILE
EST. 120 SY
GILBERT D. LANCE. ET AL
DB 364 PG 530
(DB 57 PC 3561
BM06 ELEV. 2100.03'
-BL- STA. 113+70.00 17' RT.
SPIKE NAIL SET IN
BASE OF 24" WHITE OAK
r
W00DS
GILBERT D. LANCE. ET AL
DB 364 PG 530
(DB 57 PG 356)
TOE PROECTION
SEE DETAIL 13D
CL 'B' RIP -RAP
EST. 30 TONS
GEOTEXTILE
EST. 90 SY
—L— PT 121+27.59
NOTE:
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
STA.120+10-L- LT.
CL 'B' RIP -RAP
EST. 1 TON
GEOTEXTILE
EST. 5 SY
SP'
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SEE SHEET 2B-1 FOR ONSITE DETOUR DET_5S
SA
ELIGIBLE AND
UNASSESSED SITES
FOR -L- PROFILE, SEE SHEET NO. 24
PROJECT REFERENCE NO
A-0009CA
RAM SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO
/3
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1GS
xE-J
■
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275

C
/ll Ulill ilil
DETAIL 13A
SPECIAL LATERAL BASE DITCH
I Not to Scale)
Fill
Slope
Min. D=1.5 R.
B-2.0 Ft.
//
1l
11
1 I \
1`260
1 S 55 M,PN / / 1 J 111 / / FROM STA 110+00 TO STA 110+50.L LT
100
\ 1 L CURVE DAT \\ l ( 1
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1 .6\=',39'02'13P(RT) \\---/ /
\ \ D = 3.2' /
1 \ \\�T? 368.660, // / \ \l\ I
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DETAIL 13B
TOE PROTECTION
( Not to Scale)
NATURAL
GROUND
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d=1.5 Ft.
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FILL
SLOPE
ll/ //(111111Avvvvy \I ' II\� vvv ice%
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DETAIL 13C
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Min. D=1.5 Ft.
Max. d=1.5 Ft.
B=2.0 R.
Type of Liner= CL 'I' Rip -Rap
Fill
Slope
NATURAL
GROUND
d=1.5 R.
DETAIL 13D
TOE PROTECTION
( Not to Scale)
o�
GEOTEXISF
Type of Liner= CL 'B' Rip -Rap
SLOPE
ice i i % // � �
Outside Ditch
Traffic Flow
tS
S=Ditch Slope
DETAIL 13E
FALSE SUMP
( Not to Scale)
etc
1 Proposed Dit h
FROM STA.114+50 TO STA.116+00.L- LT. FROM STA.119+50 TO STA 120+50-L- RT /
I I � � A�� A i /////// %/�/j j �A> FROM STA.118+50 TO STA.119+50-L- RT. i -- �--- / —
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BASE DITCH
SEE DETAIL 13A
DRIVE
GR RETAIN AND
� EXTEND G RCBC
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// L /
XXX CAE, L/1
-36,-TYP
CULVERT OUTLET CHANNE
SEE DETAIL 13G
CL 'II' RIP -RAP
EST. 50 TONS
EST. 90 CY DDT;
AVIS ANN PHILLIPS. TRUSTEE
DB379 PG518 1 / S'
/ODDS
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I /
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DETAIL 13F
CULVERT INLET CHANNEL
Looking Downstream (Not o Scale)
EXISTING 3@l1,0 RCBC
MATERIAL
EACH BARREL .N ml Groan'
� p F'st. Face
IIRIgelf N
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STA.114+10-L- LT.
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EST.165 SY
CULVERT INLET CHANNEL
SEE DETAIL 13F
-CL '11' RIP -RAP
EST. 90 TONS /
EST. 15"CY DDE
/
1 TEMPORARY
STREAM IMPACT
___ -.F-'
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1_
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DETAIL 13G
CULVERT OUTLET CHANNEL
Looking Downstream (Not. Scale)
REMOVE EXISTING 34,11,9' RCBC
SILTED MATERIAL
FROM EACH BARREL
CUSS II RIP -RAP
BANK STABILIZATION
.TED"N PP', SINGLE UNE OF
3'..x1' BOULDERS
Length =66 Ft.
CL 'I' RIP -RAP
EST. 11 TONS
GEOTEXTILE
EST. 21 SY /
/ Sr)
/ •
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45.,41
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END --LOCATION OF DRIVEWAY SHOWN' ON PLANS REPRESENTS TIE-IN / / / / •
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/ DRIVEWAY IN KIND, UNLESS OTHERWISE NOTp. // j 7 7,7 , /
SA
ELIGIBLE AND
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PROJECT REFERENCE NO
SHEET NO
A-0009CA
13
RN SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
CORP. LICENSE NO.: C-0275
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PIG MRS
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
2110
2100
2090
2080
2070
2060
2050
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DETAIL 14A
DETAIL 14B
DETAIL 14C
DETAIL 14D
DETAIL 14E
R'W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
SPECIAL LATERAL 'V' DITCH
( Not1 Scale)
PIPE OUTLET CHANNEL
( Nat b Scale)
Natural Natural
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
PIPE INLET CHANNEL
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PIPE OUTLET CHANNEL
( Natta Scale)
b Hala_al
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ENGINEER
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PROJECT REFERENCE NO.
SHEET NO.
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A-0009CA
14
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DETAIL 14A
DETAIL 14B
DETAIL 14C
DETAIL 14D
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DETAIL 14E
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R'W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
SPECIAL LATERAL 'V' DITCH
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(Not0 Scale)
Natural Natural
SPECIAL LATERAL 'V' DITCH
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ENGINEER
ENGINEER
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FROM STA.127+00 STA.127+25-L- FROM STA.129+50 STA.130+70-L-
STA. 129+13-L- LT. I
FROM STA.127+80 TO STA.128+00-L- LT. FROM STA.131+50 TO STA.132+00.L- LT. 1
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,l / / ^//'-- �
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I
PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
2200
2190
2180
2170
2160
2150
2140
2130
2120
2110
2100
FREAMBED
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BURY INVERT 1.0'
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SHEET 21 OF 42
EEEEMPIPMIIMEMEE
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ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS
PIG MRS
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
MM
OMNI
EEEEEEEEEEEEEM
NWS EL. = 2109.9'
EXISTING LEFT
rOP OF BANK
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
■■■
2200
2190
2180
2170
2160
2150
2140
2130
2120
2110
2100
-150 -100
-50
0
50
100
150

PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
:L.'.L1V.F.Y�1rIIOIGIOLD7_771R'�"`R�'R:
C
N
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SHEET 22 OF 42
•
EN
DENOTES FILL IN
WETLAND
DENOTES EXCAVATION
IN WETLAND
DENOTES HAND
CLEARING
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
NNNNNNNNGNNNNNNNNNNNNNNNi
..
C
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2170
2150 1 I1
2130 1
111:1 1/110Lp "il
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mmmm
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09'
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MEMMEMENNEMMEMEMEMEN
209
07
100' 80' 60' 40' 20' CAL 20'
40'
60'
80' 100'

PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
:L.'.L1V.F.Y�1rIIOIGIOLD7_771R'�"`[R:R.'
C
N
0
C
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2130
2110
PERMIT DRAWING
SHEET 23 OF 42
•
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
DENOTES HAND
CLEARING
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
NNNNNNN NGNNNNNNN NNNlNN i
■
C
ROADWAY DESIGN
ENGINEER
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ENGINEER
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UNLESS ALL SIGNATURES COMPLETED
2170
2150
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1np lU ..■1 1■1 IO' •71 I\111 ■. I■■■■ I■■■ , I I■. 11:11.: `1 ..I .■■■ IN II an 1 I:\ I
1U •.■1 1■1 1.7.. 11 IN 11 •• ••1 I.7:."Jr. r'. E 1 •.\.••9M IN IL "...A IN I
11 IL JI J■■L1■■
L'1■11■1 ■I' 1...I I■
111■1 ■11 I IW •
:' JLJ.LJ.L-
�■-
09
07
120' 100' 80' 60' 40' 20' CAL 20'
40'
60'
80' 100'

2
w
co
co
w
7
8
0
0
0
O
0 r
0
M Z
I W
I LJJ
2
Q
LLI
-L- CURVE DATA
P/ Sto 149+87.02
A = 0e 52' 26.7-(LTI
D = 0' 28' 38.9e
L = 183AT
T = 91.54'
R = 12.000.00'
SE = 11C
DS = 60 MPH
MECHANIZED
CLEARING
FILL IN
WETLAND
WOODS
N NC 143 (SWEETWATER RD.)
24' BS,
� N
Outside
Flow
DETAIL 15A
FALSE SUMP
( Not to Scale)
S-Toe of Slope TOE OF FILL
STA.141+18-L- RT.
SHOULDER BERM GUTTER
-L- STA. 137+25 TO 141+50, LT
40 , '0.
r ' T
JAMES H. MYERS ! o {
DB 200 PG B02 /
/
(F �1 �RTM_ /
QUEEN HOLLOW
F F
E
ROCK RETAIN--
W � B T
1 )g^ CMP_FALSE SUMP
SEE DETAIL 15A
TOP EL=2136.2'
E
SHOULDER BERM GUTTER
-L- STA. 133+90 TO 142+00, RT
N 68°00'04' E
121.99'
CL 'I' RIP -RAP
EST. 4 TON
GEOTEXTILE
EST. 12 SY
WOODS
1B wM1H
TOE PROECTION
SEE DETAIL 15B
CL 'I' RIP -RAP
EST. 35 TONS
GEOTEXTILE
EST. 65 SY
DETAIL 15B
TOE PROTECTION
( Notto Scale)
NATURAL
GROUND
GEOTIMILE
Type of Liner= CL I Rip-Rop
FILL
SLOPE
FROM STA.141+66 TO STA.142+15-L- RT.
FROM STA.147+50 TO STA.150+00-L- RT.
\ RCP -III
' EP I
REMOVE
Ditch
Grade
DETAIL 15C
RIP RAP AT EMBANKMENT
( Not to Scale) NATURAL
10,mi^,�1 r GROUND
J-. r
CHANNEL BED
Type of Liner= CL 'I' Rip -Rap (Keyed -In)
FROM STA.144+85 TO STA.145+00-L- RT.
N 88.5637'
JONATHAN B. DENTON
DB 330 PG 161
PROP. DRIVE
PIPE OUTLET CHANNEL
SEE DETAIL 15F
CL 'I' RIP -RAP
EST. 50 TONS
EST. 60 CY DDE
BURY INVERT 1.0'
BELOW STREAM BED
W/1.0' SILL AT HW
1.5' SILL AT HW
PROP. DRIVE
60E6 Fr[ r :ST
•eElt
CONC ,p P00.-_ GR-----
JAMES H. MYERS
DB 200 PG 802
W/LT
5 57°00'20' W
10.02' 10.52'
- '--- 70
RETAIN tP 36 WWX1.5' SILL
WOODS
SPECIAL CUT DITCH
SEE DETAIL 15G
I''/zS FD
DETAIL 15D
SPECIAL CUT BASE DITCH
(Not to Scale)
Front
Ditch
Slope
B= 2.0 Ft.
FROM STA.150+50 TO STA.152+00-L- RT.
GARAGE
♦R
T
♦tt
r
GR
SINLETCHANNEL � 1
SEEEE DETAIL 15E 1 1 I
CL 'II' RIP -RAP I
EST. 40 TONS
T.40 CY DDE
N 65°2
1204.91'
9d)4
JAMES H. MYERS
DB 200 PG 802
9dH
DETAIL 15E
PIPE INLET CHANNEL
NOT TO SGLE
t CLASS II RIP RAP
HT. +/-0.5' (KEYED -IN
BANKS ONLY)
LOOKING LEFT TO RIGHT DOWNSTREAM
DETAIL 15F
PIPE OUTLET SCALE
NOT TO CUSS II
RIP RAP
\IBANKsD ONLY)
HT. +/-1.5✓E CLASS II RIP RAP
5 (KEYED -IN BANKSONY)
LOOKING LEFT TO RIGHT DOWNSTREAM
STA.144+76-L- RT. STA.144+81-L- LT.
NOTE:
N 59°53'1e E ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
23.84' END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
PERMIT DRAWING
SHEET 24 OF 42
/ 14 A 03Y$0'24' W / i i
26.04' j
CL 'I' RIP -RAP' ,
Y EST. 2 TON GEOTEXTIL6' i
31 .EST.6 SY' /
`3
wrr�
J.
it
i 6P
W W
E�b..1
X36' WWWW
B NV'
L REAM 8
-W4.I2_SILL AT HW
c
SITE 15
RIP -RAP AT
SEE DETAIL 15C
CL 'I' RIP -RAP
EST.10 TONS
944
JAMES T. KEEFER
DB 340 PG 400
SHOULDER BERM GUTTER
-L- STA. 146+30 TO 149+50, LT
CL 'I' RIP -RAP
EST. 5 TON
GEOTEXTILE
- T.16 SY
-L- PC 148+95.48
SITE 16
'Ai WAWA fireaz 6-
ROD AND LUG MP
WITH GASKETS
(ELBOWS)-,..r,.. .rz. .. ",I`_RF •VE
m
co
TOE PROECTION
SEE DETAIL 15B
CL 'I' RIP -RAP
EST.160 TONS
GEOTEXTILE
EST. 310 SY
7�7�
'%%
E H,
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
DENOTES HAND
CLEARING
Natural
Ground
DETAIL 15G
SPECIAL CUT DITCH
( Notto Scale)
Min. D= 1.0 Ft.
From
Ditch
Slope
FROM STA.143+50 TO STA.144+00-L- RT.
E
PDE
PROJECT REFERENCE NO.
A-0009CA
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROP. DRIVE
-L- PT 150+78.55
WOODS
SPECIAL CUT
BASE DITCH
SEE DETAIL 15D
SHOULDER BERM GUTTER
-L- STA. 147+40 TO 149+40, RT
Outside Ditch
Traffic Flow
�-5-
S-Ditch Slope
DETAIL 15H
FALSE SUMP
(Not to Scale)
GI
etc.
C Proposed Ditch
STA.150+35-L- RT.
STA.151+85-L- RT.
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
sl.Iv
C 1431 (SWEE7WATER RD.12
24' BST
FALSE-E--
SU'
E DET
FOR -L- PROFILE, SEE SHEET NO. 25

C
co
c
0
0
w
In
0_
7
0
0
0,
m
m
e
a
0
°DP
MZ
..
W
0
0
0
0 r
coo
M Z
w
-L- CURVE DATA
T = 91.54'
SE =
MECHANIZED
CLEARING
FILL IN
WETLAND
NC aP�a� i�rc - �� i 1. I I l //, / / —��_�� ��� —nnZZ- —_
GP __��/^I I I I /I /� —
Outside Ditch
DETAIL 15A
FALSE SUMP
( Not to Scale)
S-Toe of Slope TOE OF FILL
SHOULDER BERM GUTTER ) )
NATURAL
GROUND
DETAIL 15B
TOE PROTECTION
GEOTERILE
FILL
SLOPE
Ditch
Grade
DETAIL 15C
RIP RAP AT EMBANKMENT
( Not to Scale)
NATURAL
GROUND
.L CHANNEL BED
DETAIL 15D
SPECIAL CUT BASE DITCH
Ditch
Slope
DETAIL 15E
PIPE INLET CHANNEL
NOT TO SGLE
VAR. BASE-5'
DETAIL 15F
PIPE OUTLET CHANNEL
NOT TO SCALE
CLASS II
RIP RAP
CLASS II RIP RAP CLASS II RIP RAP
___ _ BANKS ONLY) BANKS ONLY)
—
FROM STA.141+66 TO STA.142+15-L- RT. — - _FROM STA.144+85 TO STA.145+00-L- RT. LOOKING LEFT TO RIGHT DOWNSTREAM LOOKING LEFT TO RIGHT DOWNSTREAM
REMOVE
Type of Liner= CL Rip -Rap (Keyed -In)
BURY INVERT 1.0'
— —BEL-OW STREAM BED
PROP. DRIVEte
SPECIAL CUT DITCH
7.6
ARAGE
26.04
SITE 15
RI P-RAP AT
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
PERMIT DRAWING
SHEET 25 OF 42
JAMES T. KEEFER
SHOULDER BERM GUTTER
EST. 5 TON
GEOTEXTILE
PC
148+95.48
vearciwzMi Wow,
PROJECT REFERENCE NO.
A-0009CA
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
PH [phone]
CORP. LICENSE NC3.: C-0275
-448
— -BASE-DITCH
shIOUEBER BERM _GUTTER — - —/
d I
��k ��� II I jcl�/ // / //�//
_— caPacE /
/ /� / \\ III I I I )1,0 % /; I l /
I I ��
/ PIPE INLET CHANNEL ��%'� �A Illl MoIIIII� 11// /'�%��
SFE'DETAIL I5E C�.� fII / / /
EST. 40' ONS � I 1 VAI I'll; I III / /ll l/ // l / I
1J11vI ll(llll IIl ///(/Il
--� — __= �� DB 200 RD 802 / 1111/11/Il 11
t \ I j ____ oaiz� % %=�_ =_= =_" \\� edH_11 Plllllll (II I I I I j
\_ I f�---nal�__=_ -- _— — �� /� )�li,�llilli �II III
To iaz+oo_RT--_— —�
\\\�-- —�-- ----_____— ---W T / / GR I I I ' III //�%� SURFACE WATER
\ \\\\\\ \ _—_�OSIZ�---
vvv vvv v�� __ — — = �7oe�z-
- - =- — — — J)B-20-i. Y$RS — — .— — — _ ��� _ — 40 CY�DE
\� �
1 � —_ _- —=—=o�VtAvvA� ��///i
—� I l I 1 DENOTES MECHANIZED
— -- YZZ \ \V A �/
'PIIS�- �� \ II III III ( (Ill i//a ll/l/. ••
. CLEARING - \ \\\�\�\�\�\\\\\—i/i
_ — _ ��d es H �IYer v �Illl III I I � I IIII/// /// /I vvv\,_ 4///� �
\\\\\ \ \
\\\\\\ \-- /
DENOTES TEMPORARY —_--—_—�OZZZ — \\\\\\\\\\\\\� ---—
IMPACTS IN SURFACE WATER_— .... _—�� —/ \ \\\\�\\\\�\`__
DENOTES FILL IN —_ - — ��£ZZ-_----- — V'', vA A\�AV <'- -- 1—
WETLAND — _ — - VAVA\ VA A\�\ _��-
1111 / I I \\\\\\\\-\ \\'\
DETAIL 15G
SPECIAL CUT DITCH
( Not to scuia
/ \I))) \)() \\k \\»///a8/ilififilillilli V\\\\\\\\.-) 7)1
DETAIL 15H
FALSE SUMP
(Nett° Scale)
S = Ditch Slope
GI
C Proposed Ditch
r one
FOR —L— PROFILE, SEE SHEET NO. 25
rn
zui

2200
2190
2180
2170
2160
2150
2140
2130
2120
2110
2100
PLACE 3.0" WEEP HOLE
IN SILL AT OUTLET
(HIGH FLOW PIPE)
66" CAP
1.5' SILL AT INLET
AND OUTLET
CULVERT DETAIL
NOT TO SCALE
5 BAFLLES W/12FT. SPACING
(BACKFILL W/NATIVE MATERIAL)
HEADWALL to' SILLS
FLOODPLAIN BENCH 1.5'S1LL5
AT OUTLET (NO BAFFLES)
HEADWALL
FLOODPLAIN BENCH
AT INLET
-L-
NC 143
LOOKING LEFT TO RIGHT DOWNSTREAM ■
■
--_(INLET) / •
TOP HEADWALL •
i
ry 66" CAP
1.0' SILL AT INLET
-�h AND OUTLET
.�. BACKFILL TO TOP OF SILL
WITH NATIVE MATERIAL
PERMIT DRAWING
SHEET 26 OF 42
PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1GS
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
Ill1111llnimii::: 2200
2190
LLii:iMI
• •14••••I .1 • lII .11 Iy11Il'AAf 1 .11 m
■ KW/ ••I .1 ■ I.1I Iw'►'I,1\rl�l ■ IMP ■II
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WI A
EXIS
2180
1.11•7!NIA1m1•
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IMMUNE
11
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w woww= uA I
d1 III•
••••••WWII•w••••••••W
UTLET (B a RY 1.0')
P (LOW = LOW);
0E
2170
11
.�I a Al 1'AF=41: IwFI I 1 d E.
r._ar"
11
11
L1
11
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11 i�G
11c
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WWw
i rI
111
4.3°D
-5-7_7C76id:awMMM
11
ECG
GGG
11
G31 AI
:Iw
50YR WS. = 2146.5'
WS. -
sormaa-
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MMMMMM
7ECCiciaa
-
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I ■ 11 M
71a
Gar
2160
2150
Eli
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110E11
EC7i:iG
2140
11
••••,1
11
--.-.--.-.----.-
•:• ■ I I L.\ IV/ :1:J -nil
.vv1�w�■w.u-I
\
1
2130
1 11••••U
• 7 CM/A MMM • 1-
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• J W.f=7l1 ■■ IMAM • w110 i. i.. i 7M 101M •
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•••••L•II LIICMl_L7 3w•1L7L'7MM MMM
11 2120
11 iiw A ■1 1 lolkAANN ■7■ L'r1 .1 .1•
•111 !LUMEN 11.: ■'II •101 ••• •l i 1
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2110
111 .11 .' 1' •
11 I wI L..1
•W-WI.�1IAlW-I w'l•111.1 •1I •17/111 1111711
a
_war_ nrrn -s-
!ir.l'1.I:YI'MI II■•••I 1d•d1•
•lN��IJr1JwlJL•i!••IL_ I•
L1E17 1 1 -: I... 0 I1A1■ ■ 111•_
L1/^/11111ww11.IA.IWIL1 •
1 ■r wl 17.TA•••I MI II iItT,/a
uf_L_I, 1lLA _JI,w
I
■ L\
r.l,11 •
11a'" 111
TOP OF
MATERIAL
PIPE ONLY)
.11 u11'.:f■II IN• •ri.1 ..r. r rid.l n•:.L.1•I II i. I.
:Al 1• d•■I,Lf■I w I1' ■1 . :•■I ■UI1•■ ••111-U�
'-•ww•C- �Iiililillliii
'-1-wIl
• • 1■ =1•.I
•I ILP
u w u wwl IN
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
2100
-150 -100
-50
0
50
100
150

PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
:L.'.L1V.F.Y�1rIIOIGIOLD7_771R'�"`L�'R'
■
F
PERMIT DRAWING
SHEET 27 OF 42
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2170
IYY11W111MCIR ANI WN
.7,I.W1.L`IIt�
..== ww. _1rI ..w>t.1 1wI....1
—NENE
s. s
2150 a\r.U7ip i1
--7GG.GaG�000GGGGG-i-7-7G _ .......�I�.
MMM
I' %•J..Tlil
01%
V.i:Y II.If.1L Y I
mdM
2130
__._
----I .7V
.r:zSGYMM �._/ 1.i•.1
MEMENNEMENNEMENNEMENNEMENNEMENNEMEN
2110
209'
1 I.' IL "/......' : ■ 1. I.. 1. 1 1. 1
1 .G==I! 71 ■1 . .,. 1.. 1.1. I.1
2070
--r—-•.—v�-.v-�►- --v—--�-1v-
1.T/11o11.1 IoF1E1.1111 r,... 1 r.un.n 11I11 1. 1141IL• :v 1
I.I IO' . 11 I\\ 11 .. INNEN I... , I I.. 116.11: `1 .-1 1... 1. 11 ■.1 1 1:1 1
1. •-.1 1.1 1•7.. II IN 11 .• ••1 k`.: ••Ar. r'. ..1 ••L'•9. 1. IL'•'.. 1.:I
r 7 1 J I..C7..'
C-IJIJI i-1...LII11
2150
130
2110
09
07
100' 80' 60' 40' 20' CA 20'
40'
60'
80' 100'

N
03
N 0P35'09' E
13.93'
N 06°419.50'5'32' E
N 06'29'22' E
28.77'
00
-L- CURVE DATA
P1 Stu /66+10.36
= 35°44' 58.6' (LT)
D = 3' 00' 56.0'
L = 1J8550'
T = 6/2.76'
R = 1.900.00'
SE = 0.07
DS = 60 1IPH
SCOTT ANDERSON
DB 369 PG 85
N 64123'59' W
31.62'
N 60'22'07. W
26.
50°33'443
37°24'11'
13.49'
/ N 07°41109'
/. / 62.22'
Z
�2. 045'E
'1'CL R 60TON
EST. 7 TON
/ GSYE/
ST.15 SY
/ L �
N 01 22'53' E
51.09'
N s3°04'33.E
WOODS
'F!'S
24' R -11
BERM 'V' DITCH
SEE DETAIL 16A
CL 'B' RIP -RAP
EST. 45 TONS
GEOTEXTILE
EST. 140 SY
2
PDE
PDE
DETAIL 16A
Dwr
Natural
DETAIL 16B
DETAIL 16C
DETAIL 16D
DETAIL 16E
BERM 'V' DITCH
I Not to Scale)
Natural
BERM BASE DITCH
(Not(Not to Scale) b
\ RDWy�XSX°Qe
1"
TOE PROTECTION
( Not to Scale) F +el
Natural F�
Ground
PIPE INLET CHANNEL
(Not to Scale)
Natural Natural
PIPE OUTLET CHANNEL
( Not to Scale)
Natural Nat rot
Ground .71 ry.� Ground
dl
Ground ?\,> I .(,� Ground
dla v�wSCC
u,CD
Groun ?. / 1' Id
Ground
d I
Geoledlle
Min. D= 1.0 Ft.
Max D= 1.0 FL
b= 5.0 Ft.
Type of Liner= CL 'B' Rip -Rap
Min. D=1.5 Ff.
M=0 =1.5 Ff.
B=2.0 H.
6=5.0 Ft.
Type of Liner=
� �
B GEC/TEXTILE ',
CL 'B' Rip -Rap
dl
EC MATTING
d= 1.5 H.
Type of Liner= EC MATTING
FROM STA 158+00 TO STA 160+00-L- RT.
IFP''-"' Min. D= 1.0 Ft.
CHANNEL BED 0= 2. 1.0 FL
CBI B= 2.0 Ft.
Min. D= VARIES
Max. d=VARIES
CHANNEL BED B=3.0 Ft.
IBl
Type of Liner= CL "II" Rip -Rap (Keyed -In)
STA.160+35-L- LT.
FROM STA.152+50 TO STA.154+50-L- RT
.154+50 TO STA.156+50=L- RT.
DETAIL 16F
DETAIL 16G
DETAIL 16H
PIPE INLET CHANNEL
( Not to Scale)
PIPE OUTLET CHANNEL
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural
Natural
Natural
Natural
Ground
7./ ,� Groan
Ground
7�/ .(,� Ground
d I
d
\\�
Natural
♦ °t
Fill
'+
Ground
7.
a'6
slope
Min. D= 2.0 Ft.
CHANNELBBED Max. d= 2.0 Ft.
Min. D= VARIES
CHANNELBBED Max. d= VARIES
B= 4.0 H.
8= 4.0 Ft.
Min. D-1.5 F.
Type of Liner=
CL "1" Rip -Rap (Keyed -In)
Type of Liner=
CL "I" Rip -Rap (Keyed -In)
STA. 163+00-L- RT.
WOODS
�- PDE
BERM BASE DITCH
SEE DETAIL 16B
CL 'B' RIP -RAP
EST. 85 TONS
GEOTEXTILE
EST. 230 SY
STA. 163+00-L- LT.
WOODS
WOODS
D AND LUG
ELBOW)
PDE
7777 i
•
FROM STA.164+00 TO STA.166+00-L- RT.
PROP. DRIVE
WOODSo j x \\//�' `y 1
y.BJd"8 ELE2148.72' v \
STA. 152+V.71.00 18' LT. Y'�
SPI12£ TAIL SET IN BASE OF 14' POPLmR
E8T'IiT'Op
-X?sr. s�EOT,EXTIL
-
PDE
FALSE SUMP
SEE DETAIL 161
SPECIAL LATERAL
V' DITCH
SEE DETAIL 16H
DENOTES IMPACTS IN
SURFACE WATER
36'TYP
STA. 160+40-L- RT.
NOTE:
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
KENNETH CODY. TRUSTEE. ET AL
DB 200 PG 641
W00DS
TOE PROECTION
SEE DETAIL 16C
EC MATTING
EST. 150 SY
DENOTES TEMPORARY KENNETH CODY, TRUSTEE, ET AL
IMPACTS IN SURFACE WATER DB 200 PG 641
DENOTES FILL IN
WETLAND
DENOTES HAND
CLEARING
Outside Ditch
Traffic Flow
S=Ditch Slope
DETAIL 161
FALSE SUMP
( Not to Scale)
11.5'
C Proposed Ditch
E
2
PERMIT DRAWING
SHEET 28 OF 42
-L- PC /59+9757
720' TAPER
/ SEBLDETAIL 1 CHANNEL
/ MU EST . - Y
La25'(�
��L 1lI RIP=RXP /
T.2�5 TONS/
C1ASB'`RI' RIP RAP
EST.3 TONS
�- - - EST. 7 SYLL E----`JS
SITE 17
E 2T Gr-. 5: M H
FALSE SUMP
SEE DETAIL 16J a
TOP EL=2158.5'
PIPE INLET CHANNEL
SEE DETAIL 16D
S=23.0%
L=35'
EST. 30 CY DDE
CL 'II' RIP -RAP
EST. 20 TONS
TEMPORARY
STREAM IMPACT
PIPE INLET CHANNEL
SEE DETAIL 16D
5=21.0%
L=32'
EST. 20 CY DDE
CL 'II' RIP -RAP
EST. 25 TONS
O.
SHOULDER BERM GUTTER
=1= STA. 165+15
SH�LDER BERM GUTTER TO 167+50, LT
-L- STA. 159+75
TO 163+85, LT
TEMPORARY
STREAM IMPACT
PIPE OUTLET CHANNEL
SEE DETAIL 16G
S=1.0%
L=20'
EST. 15 CY DDE
CL 'I' RIP -RAP
EST. 20 TONS
SITE 18
WOODS
-AND- 646
GASKETS
LBO 5
PROP. DRIVE
DO NOT DISTURB TREES IN HPB
9dH
OTraffic utside FlDitcowh
S
S=Ditch Slope
DETAIL 16J
FALSE SUMP
( Not to Scale)
GI
etc.
C Proposed Ditch
9414
FILL IN
WETLAND
I''/zS FD
NC
PIPE IN CHANNE
SEE D AIL 16F
5=5.•%
L=4
EST '0 CY DDE
C ' RIP -RAP
90 TONS
94H
PROP. DRIVE
TEMPORARY
STREAM IMPACT
2)
SITE 19
00
60
TRANSITION STONE
CL 'B' RIP -RAP
EST. 5 TONS
GEOTEXTILE
EST. 10 SY
SPECIAL LATERAL
V' DITCH
SEE DETAIL 16H
PROJECT REFERENCE NO.
A-0009CA
SHEET NO.
/6
RAM SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1GS
TGS ENGINEERS
201 W. AAARION ST
SHELLBY, NC 28150
fr CORP. LICENSE NO. C-0275
PROP. DRIVE
KENNETH CODY. TRUSTEE. ET AL
DB 28i PO 416
STA. 157+25-L- RT.
STA.160+00-L- RT.
FOR -L- PROFILE, SEE SHEET NO. 25

1\\\VAVl\\AAAv� v - -
-- =-inn_ - - - / /////. /ii-/ / lk-\RVE a'ek/ - � .V0, /66+10.36
i!i�/--0v 35'44'58.6'(LTji// 2150- '00'56 --- - L�'i8550'-
-- -- TT_== 6112..76' _//J,/ 4-- /,JVI/.00 `\-- -!SE-# 0.07-J//DS = 60 ,IP(--- r�-_� A ._ - / FROM STA.152+50 TO
- /
\
SCOTT ANDERSON
DB 369 PG 85
K o�pp'23'S9' W
W
50, �33 ,LV203,03W
)K EFER'340 PGEIP
4.4
07°13'45' E\
42.10'
CL '1' RIP -RAP
EST. 7 TON
GEOTEXTILE
T15 S
22'53' E
N
8'FDPS
1.
y y \ y - I +
y 1,
�; - �tBB)d�8 ELEV. 2148.72'��-y - /--BE- STA. 152+71.00 18' LT. vlY'�/ SPRY£ 1,AAIL SET IN BASE OF 14' POPLAR\ -� y E17'T,O
?E.47 sII'blZST.��TY77 S
- i
2GI A __
-fiC!DiTHAND-LUG-- wit
w -��
PD- - se;w_ �.z,-aerr.'r f'•e"' nR!..... ..E.a V +
E- \ \ \.
PDE PDE PDE \ \\ \ TOE P
- -
BERM WI DITCH - J '�.. \ \ SEE AIL�T6C / L35'
SEE DETAIL 1&A� - -/ / EST 150�SYG/ GL 'Il'RIP-RAPDE
CL 'B'RIP RAPS- �� / / �/
EST. 20 TONS
ITH GASKETS
El LBovJ✓-BDO
EST.45 T NS - - / / / ERM BASE DITCH V A
GEO��((TTIIS'Q SEE DETAIL 16B
--
ES-Ft 41y3YE - ��� �/ / = EST.85 TONS �V n. -.-
/,�i - \ ` / / EST. 85 TONS \ \
-ice--- -- / %GEjYTESCTICEV A V
jam/ /j--- ��\��\� .�- --\ \ \ \
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
'SHOULDER BERM GUTTER
-L- STA. 159+75
TO 163+85, LT
TEMPORARY
STREAM IMPACT
PIPE OUTLET CHANNEL
SEE DETAIL 16G .5=1.0%r- _-
L=20'
EST. 15 CY DDE
CL 'I' RIP -RAP
EST. 20 TONS
SITE 18
-
SHOULDER BERM GUTTER
-L- STA. 165+15
TO 167+50, LT
PROJECT REFERENCE NO
SHEET NO
A-0009CA
/6
R'W SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1GS
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
es
/ j /�®�
`Oo-Fo
v•
O7O
- --
-SEE DN ALL 16F NIJE 7LIT:=71472.2:j-
\/
PIPE
L 4� `D-V/---��/ _�S.Y DDEV��-RIP-RAP\/PIPE INLET CHANNEL90 =0NS\\ %J/SEE DETAIL 16D\/////\\\\\�(Ii:3zP% I //,EST.20 OY DDE- A�//// /1CL72RIP-RAr ///// //i/_%�iKENNETB-CODY, STEE; ET-AL/E3T'2srANs /PROP.-DRIVE/////�//// / / ��200 \PG 641- � 1v//// // /j/ ii// � g�rR-06//// //// ca-r-`\\ Do NOT. DLsraR� TREE H8 - \\\/��//� dos /�//���///.m��///�VAVAA\V\��\�//(�/�vw�jF�H��%/////�/////////�/AV�\VAAAV���AA�/II���v�// /v\8-6814
-/��-vv--/�%/////////�� v\AVAVVAII�- ��� / II1/vv/ v v ---_//--///////////// // VV\\�VA/ /
N-0335'0�" E
13.93'
06°45'32' E9.50'
N 06°2922` E
28.77'(
DETAIL 16A
RDvry
NaWral
DETAIL 16B
DETAIL 16C
Natural
DETAIL 16D
DETAIL 16E
BERM 'V' DITCH
to Scale)
b
BERM BASE
I
Not fo Scale(Nat
\
? 1"
y
DITCH
b(Not
RDYIY
GEOTEXTILE ',
_ _
TOE PROTECTION
to Scale) 'INof
F
�,XSe
Natural F�
Ground
PIPE INLET CHANNEL
to Scalel
Natural
PIPE OUTLET CHANNEL
(Net fe Scale)
NaturalNot rolatural
Ground
IJ ry.� Ground
Ground ?\> Iry.\ GroundGroun
u,CD
dlv�wSCCGeoledlle
?� y1` Id
Ground
d I
Min. D= 1.0 H.
Max D= 1.0 Ft.
b= 5.0 Ft.
- Type of Liner= CL 'B' Rip -Rap
Min. D=1.5 Ff.
Max. d=1.5 Ff.
B=2.0 Ft.
6=5.0 Ft.
Type of Liner=
B
CL 'B' Rip-RapType
_
ddl
EC MATTING
d= 1.5 Ft.
Type of Liner= EC MATTING-
FROM STA 158+00 TO STA 160+00-L- RT.
of Liner=
Min. D- 1.0 Ft.
CHANNEL BED Moo. d= 1.0 Ft.
(0) B= 2.0 Ft.
CL "II" Rip -Rap (Keyed -In)
STA. 160+25-L- RT.
Min. D=VARIES
Max. d=VARIES
CHANNEL BED 8=3.0 Ft.
(BI-
Type of Liner= CL "II" Rip -Rap (Keyed -In)
STA.160+35-L- LT.
S7A.154+50-L- RT
+50 TO STA.156+50-L- RT.
DETAIL 16F
DETAIL 16G
DETAIL 16H
PIPE INLET CHANNEL
I Not to Scalel
PIPE OUTLET CHANNEL
I Not fo Scalel
SPECIAL LATERAL 'V' DITCH
( Not to Scalel
NaturalNaturalNaturalNatural
Ground
7�X ,� Groun
Ground,p.Ground
I
dI
NaluralGround
slope
�
7.
a'6
Min. D= 2.0 Ft.Min.
CHANNEL BED
D= VARIES
CHANNEL BED Max. d= VARIES
(B) Max. d= 2.0 Ft.
4.0 Ft.8=
(8)B= 4.0 Ft.
Min. D-1.5 F.
Type of Liner=
CL "1. Rip -Rap (Keyed -In)
Type of Liner=
CL "I" Rip -Rap (Keyed-Inl
STA. 163+00-L- RT.
80
STA. 163+00-L- LT.
FROM STA.164+00 TO STA.166+00-L- RT.
PROP. DRIVE
STA. 160+40-L- RT.
NOTE:
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
2
4Y 740\
1
KENNETH CODY,TRUSIEE,ET
DB 200 PG 1A41
PERMIT DRAWING
SHEET 29 OF 42
/59+97.57
720' TAPPR
,.' IPE I1TL€T CHANNEL
\''-- \ / � @yDETAIL I E
_ EaT21,5 AtYY E
y y -' - � T. TO S/
n-FRI RIP RAP
-... EST. 3 T(3NN5.
LL
EST. 7 SY � �� rt + �S
IFALS yUMP
SEE DE IL 161
SPECIAL LATERALTCHS DETAIL 16H_
//// //FALSE SITMP N
/ SEE DETAIL T61
/ // // TOP EL 2158.5"
/ / PIPE INLET CHANNEL
ECTIl3�J / SEE DETAIL 16D ,
5=23.0%
TEMPORARY
STREAM IMPACT
FILL IN
WETLAND
s FD
Vr.IUF.�r
1,111
6" ONC WALL
V
-40Qs
._/// I
- / /� ��,/ //�s 1/\ / //TEMPORARY / / /
s i �DYSTREAM IMPACT ///-\/ /
�- ////�/.. - TRANSITIOLL STw- \�\\1 / /�// Y' �_ ESLTONS \ 1 //y� / -���vvA��� ) / //SITE19 \-� ` / ' / / /\AAA'"��\�yJ I// /
`/ /// /// ///, //f, AA V_/ A \ �_ -
\vi
Tit
/// /» % � Ao zzV A- - _5 .-- - / 4- - � /
�E/T AL / / / /��__'
/�i /-_ _\\\ \� --- \ \ \ \ _ DENOTES FILL IN //U/ /// / \ \ \\
_ �_ O N. \ WETLAND F/ i//
--- i -� vv���� -� A\�z` I / \ / ///%///�// V / '
j//�i!=_��\\� =_\�� �\ \ \-... %,,, A DENOTES HAND \\ \\ /
�i� z-�_- ���`- --- - \ \\�`\� /�/I CLEARING _
\ \
\ N. \ \ \ \��- ///� o \ \ -_ \ /
%% �v- A \VVA\VA \ \ \ V --------��/ i --v vv ��---_----�wvv v ti / /// ///
�v ,: �:���V� \AA\VA\\ VAVA \\\\\\� -� /_--_ vim_-- _ '-=_���wvvv \� -� ogti /"v v / _ n////// //////////� �� V�������„� Aifi---_//
w�/ // / /%// z - v AVA\ ��\ V A �� i' -------_„ ,. �A\ �� -��/ II/�///�oti///�//j /I//II I AL--_-_\\V�������=������ ////,2°,z� �_,vAAA \VA\AA1\�I \vV��v v v / / �� / %/////////��/// / III��\ T- \A����������%/// N - DETAIL 161DETAIL 16J //// ---i- //�� A\\ \I �//- FALSE SUMP FALSE SUMP--J l / % r�J/ ////I I \��--�..%\\\--\�\ -/�II 1 v //// / I I -_-,1 \\ _ / i/� - - - - Not to Sale Notto Scale �\\ \-Dzzz- \111 IIIII\\\�^�_. -// --
OutsideDitch __?k'
-A�\\\IIIIII IIIII VII 1, - /�i//-- --� Traffic Flow�1.5' Traffm Flow--- _ - --- �_ -OutsideDitch/ / / ///// //II\\ , \ \ --
-�\ 1I 2 1111111(I\ \\ =_�- -- ���i ii. �sy GI_�vA\\11I II IIIIII I I11) \ �__= iiiz.!% ts- etc. _/ // / / /1 ti \\\\ \ V A --v / l /// i:.., 2:__- -//51 ���- S=Ditch Slope Proposed Ditch S=Ditch Slope Proposed Ditch / / / / 1 A \ \ V / ��---
- _ � v A \ I \ I I I I I I I I H I ll i %V � v , - - moo/ -_ P° Page Pe pose � / v - _ _ _
� - \ 1 1 111 I I I I I I I I 1 - - ---. - / // �/ j j i % � i STA. 157+25-L- ILT. - STA\60+00.L- ILT. � �/ - =__ // / / / \ \ \\ \ \ \., \ i / / \'L i l / / / i /,il' /: -
\ `�/ %=. . //,!i%5 / 1 \\\\ 1 FOR -L- PROFILE, SEE SHEET NO.25 J
\11111111fllllll/lll I I vvvvvvvvv\v\1111\\V`_v--�=����� �/� %_/ /
7//7/

PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
2220
2210
2200
2190
2190
2180
2170
2160
2150
2140
2130
••
PROP.
60" CSP
WEIR WALL DETAIL
(NTS) PROP.
JB W/MH
1.0'
1.0'
PROP.
60" RCP
2.0'
WEIR WALL
-1MEL...M11\r 'J ION •—.�
•7A r.1 II6IL J••=ate
C7T7 71•f7M
-p-1:=1=li:V/ L•11: =
•T7TS1-1 1
•7.\L.711101 II 11»t��'
MEMO.
•••.= • I • rail•)• I.I •
•..vV=WI - --
1►'Il• i1.i ==1•7
mmm
7
• 7w1 • I•,11/.11.
I.iYi'.1IY
•Im L.A dAIIIYi—IE.
IMMEN
•��ICOiiii
MEN
'!iiVllft llll��ll ll�'6 IIIL[11iral 11
PGZi.l::/1••••r•II 7
•
CLASS 'II' RIP -RAP
(FLUSH WITH BED)
r/•••-
ME
PROPOSED STREAM
BED PROFILE
IN
n oo/n
WMEMENNEN
i••-
�••-
..
INVERT
EL = 2143.3'
I # �
••
INVERT
EL=2143.5'
WEIR WALL
(1.0' HEIGHT)
'MN
.pm
-L-
NC 143
O--r.3•iJC1pL1IIr1•n-61r3 ,
i..ill II_\i•I 1/•1111IE::7-.1r ..I U I'nl
.. " AMA -
...I '
J'/O..r.I.:1111'...I J/.1:
...I •1 •7••1 •..I,.i • lr,U .•1 11..-.I.
•--I I. L\..A •II-N-V /VA !111'I••IA--
•--ra r7 d\\'I-EN •ilM• I iJr
•--Al :\ •11,',1'!!f.r•,16:-A.. IP I AL
• •
LULU
!i ■
�71 r7r\•r1n•-
•••1
•••1
••-1
•--1
NEEL
PERMIT DRAWING
SHEET 30 OF 42
....I
l.nlr. .
1 Ili:I Il'•1'l
r./'III
II-•■
N'. "I•11-I AVM
_ _• I.L. I•.AN APE
a WGNG.i.i.r-
..
..Ploirir
mI-
....I.
11
--•II II••••
MIMI' NM
i...EINEM NM
MIMI RIME
Il
•
•
11
11
•ENE
1.1•II-71�
I-• rvrro=]T\r
:I.11 L'I•IL,
UIiL :•••I•i
11
•III
••:I
nu=3NVE.
--I ... r.l
•..L
II•N I.. •l l
IL ■.1-711
,11 IN /1111 \I II
101 L • \•' /I I•1 111.1 1.--1.=1 1• IN'II Ih.' I'•
1 IN . ll I. I'A.1 IN III .1
aL•
•
1
1011 1/1 3'El
-I•C ]U'II is•L
=1_71m1L71.1•CnCCf.
L I7-7..1L
•I I•7..I I.I
•I I. 9..1 I•'
n1
•.BAN
.a
=='.-
fa IV LIA•L.. 'ANN
OMOC
MEMENNEMEN
II--
..
•
•u
11
I1
Il
1
INNEN
IEEE
••II----
•.IIN=
•.IIN 1'I
•--• I I.
•--• -I
M•rrv\r.�-
INI r^1 _
:71n••LI\77.1.rC
111 . 111 • IN •' I•••'I' /■ .1 •I •
P u•a�saau n•uuia�aG L.
PROPOSED S
BED PROFILE
VERT
=2153.0
5
8
3
11
iwrl4!'!_7C1lC.
MEI
L\\
. nnl•I . u'1. ••-
I N•I :u 11 id,•J. I''1 G••-
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PIG MRS
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
MOM =VA [YE r UM V A/M ./i ■ •1.1/ 1/
••M1 n1 I• MA• r:Ur/ NI I NI �-••
d•iiiiY•••1••1-
/:JAuu
NWS EL. = 2153.1
•---•pCENT
e3i.9r7G.-
W
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
NENE
2220
2210
2200
2190
2190
2180
2170
2160
2150
2140
2130
—150
—100
—50
0
50
100
150

:L.'.L1V.F.Y�1rIIOIGIOLD7_771R'�"`[:�:R.'
■
PERMIT DRAWING
SHEET 31 OF 42
SCALE
11 1"=20' HORIZONTAL
1"=20' VERTICAL
RESEW SESSIIIIII
PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
9�RRImmA1�n
09'
AAA
.Lii.
....
.�
M.-1,7..I:LL....7/
'. .
I.1 1.1n1.17r�
�r
.. .fa. NM
2170
-:!7G7G=Gi
___
v..JG7.7000i
1`v1.1.0
2150
2130
2110
I..L. .,TL.1..I.,\I�,
I 1 I.•: -.I ...I I.a., •..'7..I i.l�.I
..m •...L .I 11 E1
1
. V ■ ...I LI L.I,\.I .\. 11 r,p. 11 .'A\\1 \.I INN I I.
In41
1 J. • .I i.i ���. \I IN II .� 1.... I..11�\' INN
i'% . II ••i'.9. IN
MERV
ON
209
100' 80' 60' 40' 20' CAL 20' 40' 60' 80' 100'

co
0
0
0 •'o
'o 0
I
s,MK f� \k1
J
rrw
-L- CURVE DATA
P/ Sto 166+10,36
A = 35'44' 58.6' (LT)
D = 3' 00' 56,0'
L = 1✓85.50'
T = 6/2.76'
R=1.900.00'
SE = 0A7
DS = 60 MPH
SITE 20
2 �O
NN
edH
Rd1-1
DENOTES MECHANIZED
CLEARING
-DRI- CURVE DATA
P1 Sto 10+41.97
A = 48'49' 47.4' (RT)
D = 190' 59' 09.4'
L = 25.57'
T = /3.62'
R=30,00'
(3)-DRI- PC 11+34.96
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
KENNETH CODY, TRUSTEE. ET AL
DB 200 PG 641
PIPE OUTLET CHANNEL
SEE DETAIL 17F
5=8.0%
L=22'
EST. 15 CY DDE
CL 'II' RIP -RAP
EST. 25 TONS - R/A- POT /0+00.00
BANK STABILIZATION
SEE DETAIL 17A
CL. 'II' RIP -RAP
EST. 105 TONS
PROP. RETAINING WALL #3
BEGIN -L- STA.167+75±
END -L- STA.169+31±
2
co
E
E
CULVERT OUTLET
CHANNEL
SEE DETAIL 17M
CL. 'II' RIP -RAP
EST. 165 TONS
30" HDPE
0DS
TOE PROTECTION
SEE DETAIL 17B
CL. 'II' RIP -RAP
EST. 105 TONS
KENNETH CODY. TRUSTEE, ET
DB 281 PC 416
DO NOT DISTRURB
LANDSCAPED TREES
INSIDE HPB.
TEMP. PROTECTIVE FENCING
REQUIRED TO PROTECT
EXIST. RETAINING WALLS
DURING CONSTRUCTION
TEMP. PROTECTIVE FENCING
REQUIRED TO PROTECT
EXIST. RETAINING WALLS
DURING CONSTRUCTION
-DRI- PT
SITE 21
i
ALI
i
Outside Ditch
Flow
S
S=Ditch Slope
11+67,50
P/ Sto 11+53.03
A = 62' 08' 27.9' (LT)
D = 190' 59' 09.4'
L = 3254'
T = 18A8'
R=30.00'
DETAIL 17A
BANK STABILIZATION
1 Not to Scale)
STOP OF BANK
NATURAL
7rROLIND
2.0' /
Type of Liner= CL 'II' Rip -Rap (Keyed -In)
FROM STA.167+15 TO STA.167+80-L- LT
*1 PLACE GUARDRAIL END UNIT
FACE ALONG FACE OF SBG
(DO NOT FLARE)
BEGIN CONSTRUCTION
-DR1A- STA. 10+05.00
(O
DETAIL 17B
TOE PROTECTION
1 Not to Scale)
SLOPE STAKE
AINING WALL
CL 'II' RIP -RAP
FROM STA.167+75 TO STA.169+15-L- LT
FROM STA.170+10 TO STA.171+20-L- LT
PERMIT DRAWING
SHEET 32 OF 42
PROP. RETAINING WALL #4
BEGIN -L- STA. 169+92±
END -L- STA.171+75±
CULVERT INLET CHANNEL
SEE DETAIL 17L
CL. 'II' RIP -RAP -L- PT 171+83.07
EST. 105 TONS
aliMai ENEILL-' -'IMM -�--off _ ■
STANDARD BASE DITCH
SEE DETAIL 171
S=8.7%
L=23'
EST. 10 CY DDE
CL 'II' RIP -RAP
EST. 15 TONS
GEOTEXTILE
EST. 25 SY
N. r
Ground
DETAIL 17C
SPECIAL LATERAL BASE DITCH
( Not to Scale)
10(
Fill
FW Slane
Min. D=1.5 H.
B=2.0 F1.
FROM STA.174+00 TO STA.174+30-L- RT.
Noma/
Grounr
dl
DETAIL 17D
PIPE OUTLET CHANNEL
(Nato Scale)
Natural
Ground
( _ Min. D= 2.0 R.
CHANNEL BED Max. d= 2.0 Ff.
(B) B= 4.0 Ft.
Type of Liner= CL 'I' Rip -Rap (Keyed -In)
STA. 177+60-L- LT.
NOTE:
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
� \03p�9E
720' TAPEIiA
SHOULDER BERM GUTTER
-L- STA. 168+51
TO 173+90, LT
SEE DE
CL. 'II' RIP -RAP
ST. 85 TONS REMOVE
EHW
36TYP
-DRIA-POT 11+25.00
DETAIL 17E
FALSE SUMP
( Not to Scale)
GI
etc.
4 Proposed Ditch
DETAIL 17H
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Min. D=1.5 H.
Max. d=1.5 H.
B=2.0 R.
Type of Liner= CL 'I' Rip -Rap
FROM STA.173+00 TO STA.173+50-L- RT.
ISTA.173+88-L- RT.
DETAIL 171
STANDARD BASE DITCH
( Nor to Scala)
Natural
Ground 7.
d)
Goateeile
Type of Liner = CL 'II' Rip -Rap
Ground
in. D= VARIES
d= VARIES
B= 3.0 Ft.
STA.171+50-L- LT.
DS
PDE
E-E
LATERAL BASE DITCH
SEE DETAIL 17G
CL 'I' RIP -RAP
EST. 100 TONS
GEOTEXTILE SPECIAL LATE' L
EST. 200 SY BASE DITCH
SEE DETAIL 17H
CL 'I' RIP -RAP
EST. 40 TONS
GEOTEXTILE
EST. 80 SY
Na Ground
PDE
J. C. PAYNE
DB 57 PG 123
DETAIL 17F
PIPE OUTLET CHANNEL
(Notre Scale)
CHANNEL BED
(B)
Natural
Ground
Min. D=VARIES
Max. d=VARIES
B=4.0 Ft.
Type of Liner= CL 'II' Rip -Rap (Keyed -In)
STA. 167+30-L- LT.
DETAIL 17J
SPECIAL LATERAL BASE DITCH
(Not to Scale)
ill
Io
Geobx.
Min. D= 3.0 R.
Max. d= 3.0 Ft.
B= 4.0 Ft.
Type of Liner= CL 'I' Rip -Rap
FROM STA.178+00 TO STA.180+00-L- RT.
SPECIAL LATERAL
BASE DITCH
SEE DETAIL 17C
PROP. DRIVE
PLACE GUARDRAIL END UNIT
FACE ALONG FACE OF SBG
(DO NOT FLARE)
DETAIL 17G
LATERAL BASE DITCH
(Nof to Scale)
GEOTEXTILE
'When B is < 6.0'
Type of Liner- CL 'I' Rip -Rap
HOULDER BERM
GUTTER
-L- STA. 174+51
TO 175+35, RT
SINGLE FACED
CONCRETE BARRIER
PROP. RETAINING WALL #5
W/CONCRETE DITCH
BEGIN -L- STA. 175+35±
END -L- STA. 176+65±
Min. D=1.5 Ff.
Max. d=1.5 Ft.
B=2.0 R.
b=5.0 H.
Fin
Slope
FROM STA.171+50 TO STA.173+00-L- RT.
RETAINING
WALL
DETAIL 17K
CONCRETE DITCH
BEHIND RETAINING WALL
( Not to Scale)
BOND N)."
BREAKER
D= 1.0'
B= 1.0'
NATURAL
GROUND
FROM STA.175+35 TO STA.176+65-L- RT
DETAIL 17L
CULVERT INLET CHANNEL
(Looking Downstream, Not to Scale)
CLASS II RIP -RAP
BANK STABILIZATION
KFTED-IN gre.)
1pld',10' RCBC
DISKING
BURY INVERT I.0' AND Length=See Plan View
NATIELLMATERIAL WITH
N Min. d=8 Ft.
STA.169+00-L- LT.
PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
9
_ - - -- SA----------
GLENDA ODOU,ET
w00DS DB 372 PG 157
PIPE OUTLE H
SEE DETAIL 1
S=1.5%
L=20'
EST. 15 CY DDE
CL 'I' RIP -RAP
EST. 25 TONS
WOODS
SHOULDER B'
GUTTER
-L- STA. 176+
TO 178+00.
F
HPB
56'
EIP
DETAIL 17M
CULVERT OUTLET CHANNEL
(Looking Downstream, Not ro Scale)
CLASS II RIP -RAP
BANK STABILIIATON
KEYED -IN (PPP.)
IA1d',10' RCBC
FILL SCOUR HOLE WITH
CLASS II RIPRAP UP TO
FLEV Zde' (FILL VOIDS
WITH NATIVE MATERIAL)
EXISTING
BANK
RT INVERT 1.0' AND Length -See Plan View
BACKFILL CULVERT WITH
NATIVE MATER. Min. d = 8 Ft.
STA.170+00-L- LT.
0
AL
CL 'B' RIP -RAP
EST. 3 TON
GEOTEXTILE
EST. 7 SY
SPECIAL LATERAL
BASE DITCH
SEE DETAIL 17J
CL '1' RIP -RAP
EST. 260 TONS
GEOTEXTILE
EST. 440 SY
L
SA ELIGIBLE AND
UNASSESSED SITES
rFOR -L- PROFILE, SEE SHEET NO. 26
FOR -DR1A- PROFILE, SEE SHEET NO. 28
I= FOR -DR1- PROFILE, SEE SHEET NO. 28
c
0
0 co
0 0
co Z
11�
I 1-
J LJJ
1 LJ
< N
1-
"' 0
W
Z=
-V
2�

co
co
rn
U
0
0
n
_C
0_
0_
-0
G
0
0
CO
0_
G
0
0
0
rn
O
7
0
0
00
MZ
-X
� CURVE DATA
J5tSto 766+10.36
- = 35'44' 58.6' (LT)
6---= 3' 00' 56.'
T = 6612.76'
R = 1.900A0^
SE = 0.07 \ -
DS , = 60 41PH
SITE 20
oN
// // \\\\ - / // 1
i/ // / \VAS _ /// / /// VAA _
-DRI- CURVE DATA
P/ Sto /0+4197
A = 48 49' 47,4' MT)
D = 190' 59' 09.4'
L = 25.57'
T = 13.62'
R = 30.00'
(3)-DRI-, PC 11+34.96
\ @-DRI- PT 11+6760
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
J
KENNETH CODY, TRUSTEE.E`T' AL
DB 200 PG 641 8,
PIPE OUTLET CHANNEL \ \
SEE. DETAIL 17F
S=poi
L=22'
EST.(15 CY DDE
CL 'II' RIP -RAP
EST. 25 TONS - RIA- POT /0+00.00 \
BANK STABILIZATION
SEE DETAIL 17A
EST.CL. 1051 TONS ('
PROP. RETAINING WALL #3
BEGIN -L- STA.167+75±
END -L- STA. 169+31(±
E-�E
CULVERT OUTLET
CHANNEL
SEE DETAIL 17M
CL. 'II' RIP -RAP
EST.165 TONS
30" HDPE
/
SE AR-178 � �
i
// 11// / / / ////////�-` _�-.�� __--c
-��vvvA�lAv i-- ,/// // ///w 11 /j/////i/��-___- -v
/ �i-r vvv�� _//////� v' 0. J/111/l� Il ////i -- -
/v /vv��vA�� '�///�/- - O NOT DISTI REFS __/��/ ///i f171, 1l�1t1/l//,/ii ��, _--�>��-_�
'rs.//++���-A�'�/%////-�- �v � NDSCAPED TREES-/- _.-
\� -`�i/ % �� -TEMP. PROTECTIVE=FENCNG
// -- -N\� % %� REQUIRED TO P OTECT-/
. ///---osoo \\\\ � . - - EXIST. RETAININGz\ US--
,----�\\ ;--DURING CONSTRUI'T �
/ //7 -� -� �� \� -
//////�-_- \� _ TEMP. gP�ROTECTIVEFENCING \-pezi•=- . S- GI
/// -"` �XIST:RETAININGD TO ROTECT WALLS \\\\\%/' S Ditch Slope Proposed Ditch /
////��"-�v�-� Ib1Cr CONS T[ON. AAA\\.�,i'==_ $,/i/,eatkt/J////I'// J////7-
Outside Ditch
Traffic Flow
DETAIL 17E
FALSE SUMP
( Not to Scale)
-///�/�� �`�_-___,.
/ ///' -_\\\ _���
i/////// 7_�/-VA�AA
/ / ////-__= -_----.- Geoe
/ \\• \�" Min. D=1.5 Ft.
' / / /�'//_� y /- \\\� Max.d _1.5 H.
t� /���...-_ - _ ��, --_ - - - _-�..� ` .. �„_ -:1-SZ ISM`-�'�•_"�' F'- rL��
PDE
=E
- -_ - LATER0LI ASE D,IIGMF -
SEE DETAJE T7G_
- Ck + RIP -RAP
PDE
E
-- �_--SPF.E7S LATEAt :./ % /„...*5^'c v�i - \�
- EST. 200-51`--BASE,DITCI'( i/ / / ////i ` -
_-1-L_TS.R1R-IP-RA'-7-,ii%z i/i/ �-- --
7EST 40- TONS % // ..' - -
zzeasTr'- ,/
P/ Sto 11+53.03
A = 62' 08' 27,9' (LT)
D = 190' 59' 09.4'
L = 32.54'
T = 18.08'
R = 30.00'
DETAIL 17A
BANK STABILIZATION
Not to Scale)
STOP OF BANK
NATURAL
7.ROIIND
Type of Liner= CL 'II' Rip -Rap (Keyed -In)
FROM STA.167+15 TO
I/ 1
*1 PLACE GUARDRAIL END UNIT
FACE ALONG FACE OF SBG
(DO NOT FLARE)
BEGIN CONSTRUCTION
- DR1A- STA. 10+05.00
PROP. RETAINING WALL #4
BEGIN -L- STA.169+92±
END -L- STA.171+75±
STA.167+80-L- LT
DETAIL 17B
TOE PROTECTION
Not to Scale,
SLOPE STAKE
AINING WALL
CL 'II' RIP -RAP
DETAIL 17C
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Ground
of Fill
Slope
Min. D=1.5 H.
B=2.0 F1.
-' FROM' STA.174 +00 TO STA.174+30-L- RT
FROM' STA.167+75 TO STA.169+15-L- LT / / -
FROM STA.170+10 TO STA.171+20-L- LT/ /
/
/ % NOTE:
/ / ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY)SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF /NAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS' OTHERWISE NOTED.
PERMIT DRAWING
SHEET 33 OF 42
CULVERT INLET CHANNEL
SEE DETAIL 17L
CL" IP RIP -RAP -L- PT
EST'1b5 TONS
171 +83.07
a
/)/5%
///�/.ti
- /STANDARD BASE DITCH
SEE DETAIL 171
S = 8.7%
L=23'
EST.10 CY DDE
CL 'II' RIP -RAP
EST.15 TONS
GEOTEXTILE
EST. 25 SY
/
720' / TAPEIiA
SHOULDER. BERM GUTTER
-L- STA. 168+51
TO 173+90, LT
L-20'
EST.15 CY DDE
CL 'I' RIP -RAP
EST. 25-FONS
O\1
APO
PROJECT REFERENCE NO.
A-0009CA
SHEET NO.
/7
RAM SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
- SA- ___ ��
GLENOA ODOU, ET-AL--
DB =
372 PG 157
0 CL 'e' RIP -RAY
EST-3 TON
GEOTEXTILE
'EST. 7 SY
If, ///
I II 7
1 I I (I /(// '
/ o / I )II // /"� -_--
/ I I / / /
)1/II /
/ / ilk �'_
//// / / TA
/ � I / /////// IAPOT
ij $ El /1// ////// J. xAsl
GiOTEXALE
_ PROP. D3L
DETAIL 17K
CONCRETE DITCH
BEHIND RETAINING WALL
( Not to Scale)
RETAINING BOND
WALL BREAKER
Type of Liner-CL 'I' Rip -Rap
- ��TS`I6Z+301-L = - - � ` -FOOM 3T�17�T+50.. TO STA.173 +00=l1/ Rt.l I
\\
CULVERT INLET CHANNEL
(Looking Downstream, Not to Scale)
EXISTING
BANK
CLASS II RIP -RAP
BANK STABILIZATION
DETAIL 17H
SPECIAL LATERAL BASE DITCH
(Naha Scale)
DETAIL 171
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground 7. n ,�\ Ground
d)
Ground
DETAIL 17F
PIPE OUTLET CHANNEL
(Not to Scale)
Natural
Ground
HOULDER-
t- STA.44+51- - _
II lin/j\aV�.
�4D
1
I I / �
CON...TE. _.,
PLACE GUARDRAIL END i7NLT- --CONCRETE BARRIER III / / 111 /�/��/�lI � A
-
FACE ALONG FACE OF ABC+ o3 I / // / 1 ry
(DO NOT FLARE) PROP. RETAINING' WALK// / 1
v BEGIN -RETE -STA/AZ1�7-w J/0/1/11 v�
_ENIZ 11I� r/)11//(1/vvv_
LATERAL LBASEID CH l lI %/l// ////(/ -- _
(Nor to seals) l/tt�t<//4 --- ,�///i/
DETAIL 17L DETAIL 17M
Min. D=VARIES
CHANNEL BED Max. d-VARIES
(B) B 4.0 Ft.
p. of L ner CL 'II' Rip -Rap (Keyed -In)
M'han B s < 6 0'
DETAIL 17J
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Min, D= VARIES at "
t Max. d= VARIES . c»m..Ble %y ���
Goote.lil.
REMOVE_ _-
/ / / \
/ //// ill
/
Nature
Grounr
d)
DETAIL 17D
PIPE OUTLET CHANNEL
(Hato Scale)
Natural
Ground
( _ Min. D= 2.0 R.
CHANNEL BED Max. d= 2.0 Ft.
(B) B= 4.0 Ft.
Type of Liner= CL 'I' Rip -Rap (Keyed -In)
STA.177+60-L- LT.
5�\N` �E
E1��frOZZ �� _ ti
•
ti
// /j \, \\ \ \\
//�- li- ASEI DITCH \ 11
/$$SEE. DETAIL T7I-
/ / CL 'I RIP -RAP
( GEOTEXTILE T
�j EST TEX LE v VVA, \VAVA
/ // ' -- Av V�v vvA- AVA\
/ // / // VAvv 2
/ // i - v vv vv eyy c�
x1
(
CULVERT OUTLET CHANNEL
(Looking Downstream, Not to Scale)
EXISTING
BANK
BURY INVERT 1.0' AND
BACKFILL CULVERT WITH
NATIVE MATERIAL
GLASS II RIP -RAP
BANK STABIDZAHON
KEYED -IN Fre.)
11+
\)\1\1\\\1\\I‘\ 1\1.1 \I\ \\I\\:1\111\:1\11\II\11
FILL SCOUR HOLE WITH I
CLASS II RIPRAP UP TO
WITH NATIVE MATERIAL) --
TzE
Length=See Plan View
a.
ELIGIBLE AND
SA - UNASSESSED SITES
FOR -L- PROFILE, SEE SHEET NO.26
FOR -DR1A- PROFILE, SEE SHEET NO.28
FOR -DR1- PROFILE, SEE SHEET NO.28
co
o
co z

PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
2210
2200
2190
2180
2170
2160
2150
2140
2130
2120
2110
TB
TB
TB
2'->t
SILL PLAN
( Not to Scale)
14 >I< 14 >1< 14 >1< 14 -
t<-2,
TB
SILL (TYP.)
BACKFILL TO SILL HEIGHT
WITH NATIVE MATERIAL (TYP.)
TB TB_
TB -
SILL DETAIL
( Not to Scale)
BACKFILL TO TOP 14' X 10'
OF SILLS WITH RCBC
NATIVE MATERIAL
14'
10'
_c 1.0'
NOTES:
1) TOP OF SILLS SHALL MATCH
STREAM BED ELEVATION IN
CHANNEL OF STREAM (THALWEG).
2) NATIVE MATERIAL BETWEEN SILLS
IN THE CULVERT SHALL PROVIDE A
CONTINUOUS FLOW CHANNEL NATIVE
MATERIAL CONSISTS OF MATERIAL THAT IS
EXCAVATED FROM THE STREAM BED AT THE
PROJECT SITE DURING CONSTRUCTION.
NATIVE MATERIAL IS SUBJECT TO APPROVAL BY
THE ENGINEER AND MAY BE SUBJECT TO
PERMIT CONDITIONS.
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SHEET 34 OF 42
••Il
nom
mon
noon
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MRS
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
=Me
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
■E■
2210
2200
2190
2180
2170
2160
2150
2140
2130
2120
2110
-150
-100
-50
0
50
100
150

co
0
w
0]
f
7
ti
=
0,
1S1C
0
0
a
oa
UPS
00Z
�!v
92X
-L- CURVE DATA
P1 Slo 190+83.76
= 42'18'27.4'(RT1
D = 3' 57' 052'
L = 1,070.69'
T = 56/.07'
R = 10450.00'
SE = 0.08
DS = 60 OH
Natural
Ground
DETAIL 19A
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Slope
Min. D= 1.0 Ft.
FROM STA.194+00 TO STA.194+50-L- RT.
DETAIL 19B
TOE PROTECTION
(Not to Scale)
NATURAL
GROUND
d= 1.5 Ft.
b= 3.0 Ft.
Type of Liner= EC MATTING
DETAIL 19D
CULVERT INLET CHANNE
( Not to Scale)
BACKFILL WITH 2012 x8' RCBC
NATIVE MATERIAL
CUSS II RIP -RAP
BANK STABIURATION
KEYED -IN mP)
BURY INVERT 10'
BURY INVERT 2.0
Length=50 Ft.
Min. d=3 Ft.
STA.195+50-L- RT.
CULVERT OUTLET CHANNEL
SEE DETAIL 19E
CL 'II' RIP -RAP
EST. 172 TONS
EST. 60 CY DDE
Y1
ej`v y
30' TYP y,
Cr e 1 - y_ 4 \
�j '• � ., . \ \" i
Ch
8Immiudium
to 1 '3iulli= i�� B 1
,� �:-�'.o,csr-v -syr' sv-61.S L;L�►'.w7L7:a7.:C7Ie1
�,�,/*`" ./ yl ▪ II TOE PROTECTION
�' � ^ WI",; -��� SEE DETAIL 19B
.yam. ,L_ 49zL41ss E -� waDEC � y ET. 50 SY
i� HEET 28-2 FOR y-
•47 �� o \ ���, ' E DETOUR DET S8 \ J'c 1�
v o
j1� LAYOUT. N. y, y=y L \
� Nam. y- �.
4 �--
BM"10 ELEV 60✓ � � y- \
-BL- STA.192+86.O 63' RT.
SPIKE NAIL SET IN BASE OF 14' DBL. POPLAF 1 N
SHOULDER BERM GUTTER
-L- STA. 194+00 TO 197+83, RT . y, -*1
FROM STA.199+10 TO STA.199+50-L- RT.
Existing Ground
re101-
DETAIL 19C
SPECIAL BERM
( Not to Scole)
Top Elev=2001.0 ft Final
=2001.4 fiduring Detour
DETAIL 19E
CULVERT OUTLET CHANNEL
FILL SCOUR HOLE WITH ( Not to Scale)
CLASS II RIPRAF UP TO
ELEV 1189.0' (FILL VOIDS Z012'x8' RCBC
WITH =TINE MATERIAL)
CLASS II RIP -RAP
BANK STABILIZATION
KEYS N "N BURY INVERT 1.0'
BURY INVERT 2.0'
NATIVI MAT RI
— Gp p\=
d MM
Length=40 Ft.
Min. d=3 Ft.
STA.194+75-L- LT.
-L- STA 195+00 RT
-- SA -------------
MELANIE 0. CRUSE
DB 373 PG 105
F — F F
T, MTk T=sr—,_ GREU TL=3--
PROP. DRIVE
ype
HPB
SP _--- Sq
200' TAPER
CLASS 'B' RIP RA
EST. 2 TONS
GEOTEXTILE
N T. 7 SY
N
SPECIAL TERAL 0:
'V' DITCH d,(,
SEE DETAIL 19
CLASS '8' RIP RAP
EST. 2 TONS
GEOTEXTILE
EST. 7 SY
9
-L- PT /95+9335'
CLASS 'B' RIP RAP
EST. 2 TONS
GEOTEXTILE
EST. 7 SY
PROPOSED BERM
Ny TOP ELEV=2201.0'
SEE DETAIL 19C
DELMAR HOLDER. ET AL
DB 222 PG 821
•
CULVERT INLET CHANNEL
SEE DETAIL 19D
CL 'II' RIP -RAP
EST. 71 TONS
EST. 50 CY DDE
S66•
•
MELANIE O. CRUSE
DB 373 PG 105
Mpg
PROP. DRIVE
Ln
NOTE:
ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED.
END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN
PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND
PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH
DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED.
PERMIT DRAWING
SHEET 35 OF 42
HPB
HPB
4
N w7M w4E4- S, ,, -
�\ � .. �,y, y, 1S 72985' E
�� � A y-1 S 889 '57�"
.53'
y,
\ y' Jr:-Ba
\ - 3 7 200' TAPER
11 yl -, J �\ N
1-* - 4 4- 4..„
4-y-y=.v- ---,gym-
CAROL R. ADAMS. ET AL
DB 291PG 733
HPB
PROP. DRIVE \
DENOTES TEMPORARY
FILL IN WETLAND
DENOTES HAND
CLEARING
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
DENOTES EXCAVATION
IN WETLAND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
WOODS
CLASS 'I' RIP RAP
EST. 11 TONS
GEOTEXTILE
EST. 22 SY
) \\\
\
L R1
SR 1=81 —
GP- S ▪ 10
I
PROP. DRIVE
SR 1281
F --- F ---
E
9dH
•
CAROL R. ADAMS. ET AL
DB 291PG 733
— -sit
WOODS
9dH
0
PROJECT REFERENCE NO
SHEET NO
A-0009CA
/9
RAM SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
S 76°45'58' W
231.00'
KEITH L. ROGERS
DB 141 PG 409
N 79°39'41' E
24.84'
PROP. DRIVE
200' TAPER
EIP
END TIP PROJECT A-0009CA
—L— STA. 208 + 00.00
9dH
9dH
•
9dH
OdH
V
0
0
0
EIP p
SEE SHEET 2B-2 FOR ONSITE DETOUR DET_8S
SA ELIGIBLE AND
UNASSESSED SITES
FOR -L- PROFILE, SEE SHEET NO. 27
9dH

co
w
7
53
•
Doz
cox
_- -%%/ \\\\- -- '/
310 /90+83.76 ; �� "- ; - - c'" "'" -
' DETAIL 19A
j 42' /8' 27.4e (ar, SPECIAL LATERAL 'V' DITCH
3' 57 05t e — — = ( Not to Scale)
-7--e070.69' ; _
-,561.07 5' -
1,450.00'
-- 0A8
;=�60 MPH-----
Natural
Ground .2
Fill
Slope
Min. D= 1.0 Ft.
FROM STA.194 + 00 TO STA.194+50-L- RT.
ice!\��!i —:
i i •i i - i- !-- - J
i �����i ��ii ice_
--i
-/i=_/—//�- /�\
----�--/r 1
-
NATURAL
GROUND
4= 1.5 Ft.
b= 3.0 Ft.
DETAIL
TOE PROTECTION
I Not t
Type of Liner= EC MATTING
�iiiiii%ii'' _ �i %////// \\\\\\\\\\\\\ \� _ J :// //'// l�� /� — — -NOTE: \ — —� I I I I I / / / / \
cev ////// /v ��\\\\\\\\\VA -.../
y/ / / / ALL D IVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED'1///,'" ,� v
�\\\\\\\Vyw-- /j / ///////// �//// / - END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIR�4 _ _ v
a Sale) AV A\\\\VA A -:., / // // ///// //// / y PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES, AND A.
\\\\\\\\\\--/ //////////// 224 DRIVEWAY TO PAVE UP TKIND KIND, OTHERWISEHE RIGHT OF WAY LINE. F NOTED -�INk�SN MATCH,,
/ v v
S OR'
SLLL OPf
DETAIL 19D
CULVERT INLET CHANNE
( Not to Scale)
BACKFILL WITH
NATIVE MATERIAL
--�_m��d
cuss II RIP -RAP
BANK IUMTION
N Try.)
BURY INVERT 10'
BURY INVERT 2.0'
2@I2 x8' RCBC
Length=50 Ft.
Min. d=3 Ft.
2190— \-4-
CRC i A
S„),
�\-/��
- yc .t.
i
/�
r_�
STA.195+50-L- RT.
i
FROM STA.199+10 TO STA.199+50-L- RT.
CULVERT OUTLET CHANNEL —r
SEE DETAIL 19FI / —
-)CL '0' RIP-RAP-
EST.172 TONS \
EST. 60 CY DDE
'- y- \ \ \
%� �vAv vv
30' NP y-
Y \
y_
Existing Ground
DETAIL 19E
CULVERT OUTLET CHANNEL
FILL SCOUR HOLE WITH ( Not to Scale)
CLASS II RIPRAF UP TO
ELEV 218,0' (FILL VOIDS 2@12'x8' RCBC RATI MUTERIAL
WITH NATIVE MATERIAL) - - N _
CLASS II RIP -RAP
BANKD STABILIZATION
KETE N (mP.l BURY INVERT 1.0'
BURY INVERT 2.0'
Length=40 Ft.
Min. d=3 Ft.
STA.194+75-L- LT.
_ --- SA
\MELANIE 0. CRUSE
DB 373 PG 105
-1----.-F
/
I
\\\/
//////ill
\\\\ \\ \ — // ///,
/// / \
-L- STA 195+00 RT \ \\\ \�� 77 \ � 7- 4// i \ I \
/// /\\�I
Vvv�_.A�AVAVA// —VAV\A\VvVAAVVAvvvvwv
AV�v�� VAS /// -, A\
Avv vv�vVAv��/2 \\ \A VAVAAvvvvvvvvvvvv��
11Pg
/'or
- V A
v A,.�\V /
-SA
- y. `� KNIT
i
/
DETAIL 19C
SPECIAL BERM
( Not to Scole)
4.7
Top Elev=2001.0 18 Final
=2001.4 itduring Detour
I
PROP. DRIVE
200' TAPER \
yCPsr9 -
PERMIT DRAWING
SHEET 36 OF 42
BARN
\w
TOP. DRIVE - j'' y )� ` y-
f.
\
_I \\ 5 V'_ _a \`
CLASS 'I' RIP RAP 200' TAPER
EST. 11 TONS O 1 J. yl 71 \ \
GEOTEXTILE CO I *�
EST. 22 SY + 1-* y. * , \`\ / 1
*\ y- y'£
y= w
F F
%4E � EE
J°2 \ '�y4 IS 72989
\ •
S 84°49'57"
29.53'
�'�
E
v— �Q7 AAAVAAVVA :�A�v� �vv� ��NN �-iii �� A A VVA�
///)/
DENOTES TEMPORARY
FILL IN WETLAND
DENOTES HAND
CLEARING
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
DENOTES EXCAVATION
IN WETLAND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
VVAA
\VAA
\\VA
\\ \ \
\
\\-
IMPACTS IN SURFACE WATER \
vv AA\ \ �vv\ _ ---/ 4/�-� A -— - -3=7sa -EtP
\ -MIC— \ \\� \ I o ``° ,.. _ DECK 7 \ tE
b \
PROJECT REFERENCE NO
SHEET NO.
A-0009CA
/9
RA1/ SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
■
TGS ENGINEERS
201 VJ. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
MI.� ROGERS -----_
DB 14I G-4�9 \\
PROP. DRIVE
N 79°39'41' E
4.84
HP
/A -P_FE £R CRE
S 583.00' �� E N �80P.:B'9y 7 £K
59.59' 836
+ HPB
SITE 24
6'46' E
7'
•
W -_
11111
FDPSMEM
'G it MIM E.'1 �.111 3 i ---1----
- �_i w
` ...0 ® _ � ' E_ _ s a:.+.»r� �__ 'tea r.'trr.LrcFlr 77-"IMM'-°"--.6.mu-17-17027ei.._
��. �1-���f�� R •-
J i Yes_;`-..-�: ----- _ y-��'ve.1��.iAi`'r%..I�O'll.�J%t '��i�./II��.�.i�%I��M��� _ -� —2 7....7418'F-.---DPS
- BMAR�- z7im a1,--/.w...-v s S _�:..r,FaL7:R7.:r7IrB11 t' C^F 1Far�/�ffi�p�4%1/1:��j/�� •�y \,a` + E �E — E FE F
116 � � �� y= 1, TOE P OTEC710N ... \ \ ---
1 -�� / S E D TAIL 19B
�� a 4934' S" E / BqD ��' ` ` E!TINGI / - -- i
'1140. HEFT2E42 FOR yc y�` /EST. SO SY —_--
21.41
� `.� E DET¢UR DET S8 \ y, 1\ \ \ 1 ,R A.
urouT. J 0 \ * y y ` \\ \ `* A 200' TAPER
plc; Byt0 ELEV. � 60w N y \` \ \\ Q )� 52 --
1 a -BL- STA. 192+86.0 --63' RT. 1 W \ m \ ---- -
-w SPIKE NAIL ,SET IN BASE OF 14' DBL. POPLA y' I A V A �:1 .� m V
o' SHOULDER BERM 18JTTER \ E t / CAROL�R. ADAMSe ET�L - - - - - -
O c1
Y -L- STA. 194+00 T 197+83, RT y, \ \ \ l " I \1.DB 291 Pf'F
\ � ,/ PROP. DRIVE ) / o /
'"� A I`` 1�,.' V I PROS _/
MELANIE O. CRUSE 1 I / I\\ \ _ — _
VA DB 373 PG 105 I/OJ— —
\ / \\\\ i ii / \\\l-/!,'/// °ZZz'` Nb-+ TIP PROJECT A000-9CA -�
ateA �* _cD/ / I \ \ �j� / � // — �.zT A VD VrQO
I t,— T— --- -� 0_ \ �
�. �,e„��rl__��11� _
\
15 RCP-OL
..t
.�%
4s4
5" 5°5
4:
\
\
\ CLASS 'B'RIP RA' \\\
EST, 2 TONS\
TEXYIILE+ \ "\
SPECIAL A\ 195+9335
V DITCH d,(, \
SEE DETAIL I �`
-. \\ \ \� \ \\LASS TONS RAP
A A VA A \V'' o2EXTILE 50 -V �-
\ \ \ \ \ EST. 7 SY \ \ J J
CLASS 'B' Rip RIP A A VA \ .1--- v
EST. 2 XTILE A V A 7 1 APRtkPO SE 2201 0 , �13 222 -PG 42IET AL Av v A l \ v\ /
E T. 7E ILE \ \ \ .S I'F
\\\\ \\\\\\\\\ \�\ \\ \\\\ \ \\\ N., —___ S66o —/ —/� ��
\ — \ \
VA\ VA V vA6.v�v.- AVA vo A V A f' 6 --- --/ I
VAvvv�vvv ��v �v zv V vv v v-v -_w �l-�� -1
\ v v v �vv vA \ v -� V A 7,dr.'
'v�� v—�'N wwAV AAV�VAN\V A\\\ \\ v�v \ \
_L_
PT
-
iiiilliii(11111/111111111111(11[1111111::, ://// _
ELIGIBLE AND
) /11f 11111111iiii\1110111(11\\1\1111 i/7:/// SA
/
i
CULVERT INLET CHANI4EL
SEE DETAIL 19D
CL 'II' RIP -RAP_
EST. 71 TONS - -
EST.50 Y DDE
\
WOODS
V ` -
-
\ °Pee /
/ 7/ -_— 1 \^
\ \ 7/�,�/_ //' �� I
r�-- _--- _ _ \\ \--
8'FDPS
-1 J =- GPS-IfY/ I - \ \
SEE SHEET 2B-2 FOR ONSITE DETOUR DET_8S
FOR -L- PROFILE, SEE SHEET NO. 27

II 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I
PROJECT REFERENCE NO.
A-0009CA
SHEET NO.
2280
2270
2260
2250
2240
2230
2220
2210
2200
2190
2180
—111
B1
—ea
SILL PLAN
( Not to Scale)
1616' 16' 16' 16'
SILL (TYP.)
BACKFILL TO SILL HEIGHT
WITH NATIVE MATERIAL (TYP.)
8
SILL DETAIL
( Not to Scale)
BACKFILL TO TOP OF
SILLS /BAFFLES WITH
NATIVE MATERIAL
E2'
NOTES:
1) TOP OF SILLS SHALL
MATCH STREAM BED ELEVATION IN
CHANNEL OF STREAM (THALWEG).
2) NATIVE MATERIAL BETWEEN SILLS
IN THE CULVERT SHALL PROVIDE A
CONTINUOUS FLOW CHANNEL. NATIVE
MATERIAL CONSISTS OF MATERIAL THAT IS
EXCAVATED FROM THE STREAM BED AT THE
PROJECT SITE DURING CONSTRUCTION.
NATIVE MATERIAL IS SUBJECT TO APPROVAL BY
THE ENGINEER AND MAY BE SUBJECT TO
PERMIT CONDITIONS.
--------------------
1i 7W7• I R
•1 iA\IJI —.JI1■
I' RIPRAP
W/BED,
FILLED WITH
E MATERIAL)
•ENNE
I I I I I I I I I II I I I II
II —:II
IN MI
II —:II
II —:II
IN
II —.II
IN
IN
IN
IN
II —.II
IN
IIII
IIII
IIII
II —III
IIII
IIII
IIII
IIII
II —III
IIII
NM INN
IN
r
I=—,.1=1— - - - 222C-C-1Ia
MAIMMEEEEMEMMIIIIMENIMENMEMMEMMLLMIN
■
•••••••r
MEM
MEI
I'J•Jr.\El
11
i
••••==•■•■■I\
••UII
••••••••••••IR111
iVi-7.
II I. 111.•
-L-
NC 143
i■■C7 MC9• I • it '■■• U..• 1GI ii1 II �r ■
urjraoo■.1.An1n.w• .■ ar.1c_
•■■1 J' •J I.1 1■■r 1•R •.i'i • II I']e_f■Il■'IIIII■:J■1. J
••••••••••
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TING
m 1111111
TOIL
1111
•rarnorr1.LU rJ.■•.�.�r
11I IIII1l:JI•■,',Iv►v--•rail ■ I■ 1
_. ..
...I
■..I
...I
NEEL
PERMIT DRAWING
SHEET 37 OF 42
ZETW1M-1-T
•■■[MI '4I. V.ININ.•1I[.I••I 1.1
UUU ,1I I\I •■1' L'•CC•', Ire1•■I 1I ■LENT
•1N 1'UUI1 A!•IUiC•JYI Yll;ii 1 ■■�
I•[:
lc!ri•
•J Jr VWr\
IP'_l'
■.r■U
�o
MMIEM
:1•71I.II .
-•-".J1LJ■
111 I11L■••
1 \' II"J.•_
I I I I I I I I I
INVERT 1.0' (LOW FLOW BARREL)
IGH FLOW BARREL)
2188.0'
NE
..
..
..
■
1:
HMI
SILL(TYP)
11
fi
i•••
IIIIII
IIII
■■■•
I •.r.lr■■'. I I •I1•MI
I •J .\T7 I: 11 I .1.7.I •J•
Irl•11 •J••
IL7r.A I■■•
.lI ir••H I ■I II..UUNlIA
\I I Ir■•N I ■I Uli ••I'A'i
I 111'\• • ••I :1•re1LIC'1• II:2 7.1
EXIST. 3 @ 72" CMP
(TO
BE REMOVED)
1111111111111111111
••rl
•1•r■NI.1
ae
■,\I '•I II INI I,... '. I..r 11 111r,
1 •11'•gUI 1.1 II I.I Ir■■LG\ Il \.'II I\' IL •
• IN • II IN I'JIMI 11 ••. 1
11■.�10.' .1 I•n1r•
S
T
E
2
3
ENE-
I ■q::■•
1. I•I.
.
..■...I
193.5'
NEM III
NEM III
..--III
..--III
..--III
..--III
..--III
II --III
II --III
••--•••
■■--■■■
..--iii
II --III
II --III
II= -III
..--..•
B=-I.•
II= -III
II= -III
..--III
..--III
..--III
..--III
..--III
..--III
NEM iii
••--•••
..--iii
••■M1f•J!uee
1• •U•
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PIG MRS
TGS ENGINEERS
201 W. MARION ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
EXISTING STREAM BEDLPROFILE
(LOW FLOW BARREL)
BARREL)
II
11
•
11
NWS
eeeeee•eae
IU
EL. = 2
BURY INVERT 1.0'
2.0' (HIGH FLOW
INV. = 2191.6'
2280
2270
2260
2250
2240
2230
2220
2210
2200
2190
2180
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
IIII
NEN
III
■■•
III
III
-150
-100
-50
0
50
100
150

:L.'.L1V.F.Y�1rIIOIGIOLD7_771R'�L�i4�lc�'R'
■
2240
E 11 PROJECT REFERENCE NO. SHEET NO.
1 A-0009CA
1
1
PERMIT DRAWING
SHEET 38 OF 42
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY
FILL IN WETLAND
SCALE
1"=20' HORIZONTAL
1" = 20' VERTICAL
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
224
220
220
II III::11
410 VA I r
n
!9G7C-bid GAG.
7:
J1II I4 ■r.I[.
■
■■■■■■■■■■■■■
EMMEN
REMOVE. TEMPORARY
DETOUR PAVEMENT
�.�or�� .c: 1- C L=i77=7e=
nY'J IYIsITJM IT N fall MEV
nY'J WI r.T'J Y WI -,1 I alYarA'
■ilia i�ilJiWYii
180
2161
.Irani .v,.vr.:n,.
Il .n lr _'\■■I ■■■ AN 1 IN 1■I IN I IN I
1 IC■■■I I■rAI ■I ■Y..i■ 1■ I. I■ I■■ II L. I■ I
2140
I. V 1 I■■I 1■1 I■■I,l■I .\■ II r,i . I ■AL\1 ..[ 1■U 1 IN III■L • LIN I
£ V 4 0 AN ._■I 1■1 IY' , 71 I\\ 11 ■■ I■■■■ I■■■ , II I■■ IL:\L: ..I I■■■ IN II ■■I ■ I:I I
AN =■I 1■1 1.7.. II IN II v .q 07:..Ar. In. .. ■ ..L..9. IN IL'•'.■ 1■:I
•■I II IN •1■■■■
YYY■■Y■■■■Y■■Y
YYY■■Y
220
180
216
2140
100' 80' 60' 40' 20' CAL 20'
40'
60'
80' 100'

PROJECT REFERENCE NO.
SHEET NO.
A-0009CA
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1"=20' VERTICAL
ROADWAY DESIGN
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HYDRAULICS
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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Hand Existing Existing Existing NCSAM / Permanent Temp. Excavation Mechanized ClearingPermanent Temp. Channel Channel Channel Natural Site Station Structure NRTR NCWAM Fill In Fill In in Clearing in SW SW Impacts Impacts Impacts StreamNo. (From/To) Size / Type Map ID Rating Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) Mitigable (ft) Non-Mitigable (ft) (ft) (ft)1 -Y1- 18+58 to 19+12 LT 60" RCP SE Low < 0.01 < 0.01 39 20 1 -Y1- 19+32 to 19+53 RT 60" RCP SE Low < 0.01 24 1 -Y1- 19+63 to 19+96 RT Rip-rap at Embankment Tulula Creek < 0.01 < 0.01 12 20 2 -Y1A- 12+01 to 12+04 LT Rip-rap at Embankment Tulula Creek < 0.01 < 0.01 30 3 -L- 16+26 to 16+57 RT Rip-rap at Embankment Tulula Creek < 0.01 < 0.01 26 15 4 -L- 44+66 to 45+04 LT Pipe Outlet Channel Sweetwater Creek < 0.01 < 0.01 18 20 4 -L- 44+91 to 44+98 LT Pipe Outlet Channel SG < 0.01 18 4 -L- 44+74 to 44+99 RT Fill in Wetland WG Low < 0.01 5 -L- 45+71 to 45+97 LT 3@12'x9' RCBC Extension Sweetwater Creek < 0.01 15 5 -L- 45+32 to 45+89 LT Culvert Outlet Channel Sweetwater Creek 0.02 0.01 48 10 5 -L- 46+76 to 47+23 RT 3@12'x9' RCBC Extension Sweetwater Creek 0.02 44 5 -L- 47+23 to 47+72 RT Culvert Inlet Channel Sweetwater Creek 0.03 48 5 -L- 47+68 to 48+71 RT Bank Stabilization Sweetwater Creek 0.03 < 0.01 93 106 -L- 56+49 to 56+65 RTExist. 54" CSP (Lined) & Prop. 54" WSPSI < 0.01 18 6 -L- 56+03 to 56+60 RT Pipe Outlet Channel SI < 0.01 < 0.01 56 86 -L- 57+64 to 57+77 LTExist. 54" CSP (Lined) & Prop. 54" WSPSI < 0.01 14 6 -L- 57+70 to 59+23 LT Pipe Inlet Channel SI 0.01 < 0.01 91 50 7 -L- 65+14 to 65+26 LT Pipe Outlet Channel SJ < 0.01 < 0.01 45 11 8 -L- 66+90 to 66+99 LT 30" CMP SK < 0.01 3 8 -L- 66+27 to 66+61 LT Pipe Outlet Channel SI < 0.01 < 0.01 13 20 9 -L- 106+92 to 107+09 RT Standard Base Ditch Sweetwater Creek < 0.01 20 9 -L- 108+47 to 108+68 LT 1@7'x8' RCBC Slay Bacon Branch < 0.01 18 9 -L- 108+60 to 108+82 LT Culvert Inlet Channel Slay Bacon Branch < 0.01 22 9 -L- 108+76 to 109+39 LT Impacts to Stream Slay Bacon Branch 0.02 91 9 -L- 107+62 to 107+93 RT Culvert Outlet Channel Slay Bacon Branch < 0.01 29 9 -L- 107+52 to 107+89 RT Culvert Outlet Channel Sweetwater Creek < 0.01 37 < 0.01 0.17 0.06 248 473 335 *Rounded totals are sum of actual impactsRevised 2018 Feb SHEET 40OF 42 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSGRAHAMA-0009CA32572.1.13NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS12/7/2021 **Notes: SHEET TOTALS*:
Hand Existing Existing Existing NCSAM / Permanent Temp. Excavation Mechanized ClearingPermanent Temp. Channel Channel Channel Natural Site Station Structure NRTR NCWAM Fill In Fill In in Clearing in SW SW Impacts Impacts Impacts StreamNo. (From/To) Size / Type Map ID Rating Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) Mitigable (ft) Non-Mitigable (ft) (ft) (ft)10 -L- 113+08 to 113 +30 RT Culvert Outlet Channel Sweetwater Creek < 0.01 < 0.01 50 10 10 -L- 113+76 to 114+18 LT 3@11'x9' RCBC Extension Sweetwater Creek 0.01 35 10 -L- 113+93 to 114+55 LT Culvert Inlet Channel Sweetwater Creek < 0.01 < 0.01 32 10 11 -L- 127+91 to 128+01 RT 24" Side Drain SO < 0.01 10 12 -L- 128+93 to 129+27 LT Pipe Outlet Channel Sweetwater Creek < 0.01 < 0.01 12 18 12 -L- 129+24 to 129+40 RT 54" RCP SO < 0.01 16 12 -L- 129+39 to 129+47 RT 54" RCP SM < 0.01 20 12 -L- 129+47 to 129+97 RT 54" RCP SN < 0.01 53 13 -L- 133+98 to 134+41 LT Pipe Outlet Channel WN High < 0.01 0.01 0.03 13 -L- 134+18 to 134+44 LT Pipe Outlet Channel Pigpen Branch < 0.01 < 0.01 39 10 13 -L- 134+39 to 134+45 LT 66" WSP Pigpen Branch < 0.01 10 13 -L- 134+85 to 135+09 RT 66" WSP Pigpen Branch < 0.01 32 13 -L- 135+09 to 135+42 RT Pipe Inlet Channel Pigpen Branch < 0.01 < 0.01 42 10 13 -L- 133+81 to 135+83 RT Pipe Inlet Channel WO High 0.07 < 0.01 0.02 0.03 14 -L- 136+92 to 139+49 LT Impacts to Wetland WP Low 0.02 0.01 0.01 15 -L- 144+78 to 144+90 LT Pipe Outlet Channel Hardwood Branch < 0.01 < 0.01 32 10 15 -L- 144+78 to 144+85 LT 2 @ 66" CAP Hardwood Branch < 0.01 3 15 -L- 144+74 to 144+82 RT 2 @ 66" CAP Hardwood Branch < 0.01 11 15 -L- 144+74 to 144+82 RT Pipe Inlet Channel Hardwood Branch < 0.01 < 0.01 27 16 16 -L- 146+90 to 149+48 LT Impacts to Wetland WR High 0.09 < 0.01 0.06 17 -L- 160+27 to 160+38 LT Pipe Outlet Channel SR < 0.01 < 0.01 24 11 17 -L- 160+34 to 160+38 LT 60" CSP SR < 0.01 18 17 -L- 160+31 to 160+38 RT 60" RCP SR < 0.01 6 17 -L- 160+17 to 160+35 RT Pipe Inlet Channel SR < 0.01 < 0.01 38 5 17 -L- 160+33 to 160+56 RT Pipe Inlet Channel SS < 0.01 < 0.01 24 11 SHEET TOTALS*:0.18 0.02 0.07 0.10 0.07 0.03 240 195 210 *Rounded totals are sum of actual impactsRevised 2018 Feb SHEET 41OF 4232572.1.13 NC DEPARTMENT OF TRANSPORTATION WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTS**Notes:DIVISION OF HIGHWAYS12/7/2021 GRAHAMA-0009CA
Hand Existing Existing Existing NCSAM / Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Channel Natural Site Station Structure NRTR NCWAM Fill In Fill In in Clearing in SW SW Impacts Impacts Impacts StreamNo. (From/To) Size / Type Map ID Rating Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) Mitigable (ft) Non-Mitigable (ft) (ft) (ft)18 -L- 161+64 to 161+94 LT Impacts to Wetland WV High < 0.01 < 0.01 19 -L- 163+03 to 163+17 LT Pipe Outlet Channel ST < 0.01 < 0.01 18 14 19 -L- 163+08 to 163+19 LT 36" CSP ST < 0.01 25 19 -L- 162+90 to 163+13 RT Pipe Inlet Channel ST < 0.01 < 0.01 41 9 19 -L- 163+11 to 164+09 RT Pipe Inlet Channel SU < 0.01 < 0.01 23 87 20 -L- 167+07 to 167+31 LT Pipe Outlet Channel SV < 0.01 < 0.01 25 13 20 -L- 167+28 to 167+40 LT 48" CSP SV < 0.01 23 20 -L- 167+66 to 167+74 RT 48" RCP SV < 0.01 8 21 -L- 167+02 to 167+73 LT Bank Stabilization Sweetwater Creek < 0.01 62 21 -L- 168+52 to 169+30 LT Culvert Outlet Channel Sweetwater Creek 0.02 0.10 64 105 21 -L- 169+30 to 169+40 LT 1 @ 14' x 10' RCBC Sweetwater Creek < 0.01 10 21 -L- 169+82 to 169+92 LT 1 @ 14' x 10' RCBC Sweetwater Creek < 0.01 10 21 -L- 169+92 to 170+73 LT Culvet Inlet Channel Sweetwater Creek < 0.01 0.03 68 10 21 -L- 169+84 to 169+99 LT Impacts to Wetland WY Medium < 0.01 21 -L- 169+76 to 169+84 LT Impacts to Stream SW < 0.01 11 22 -L- 177+41 to 177+62 LT Pipe Outlet Channel SX < 0.01 < 0.01 21 11 22 -L- 177+54 to 177+74 LT 48" CSP SX < 0.01 25 23 -L- 194+28 to 194+81 LT Culvert Outlet Channel Beech Creek 0.03 < 0.01 27 14 23 -L- 194+32 to 194+82 LT 2@12'x8' RCBC Beech Creek < 0.01 6 23 -L- 194+59 to 195+12 RT Impacts to Wetland WAB Medium 0.02 23 -L- 195+06 to 195+54 RT 2 @ 12'x8' RCBC Beech Creek < 0.01 6 23 -L- 195+10 to 196+20 RT Culvert Inlet Channel Beech Creek 0.02 0.02 66 62 23 -L- 195+59 to 199+10 RT Impacts to Wetland WAD High 0.07 0.11 < 0.01 < 0.01 0.05 24 -L- 204+48 to 205+55 LT Impacts to Wetland WAE Medium 0.02 SHEET TOTALS*:0.09 0.11 < 0.01 < 0.01 0.07 0.13 0.16 233 287 344 0.28 0.11 0.03 0.07 0.17 0.36 0.26 721 955 889 *Rounded totals are sum of actual impactsRevised 2018 Feb SHEET 42OF 42GRAHAM WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTS**Notes:PROJECT TOTALS*: NC DEPARTMENT OF TRANSPORTATION32572.1.13A-0009CADIVISION OF HIGHWAYS12/7/2021