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Home My WebLink About20201371 Ver 1_5_A-0009CC_Permit Drawings_20211207_20211216(Version 3.00; Released August 2021)32572.1.15TIP/Proj No:A-0009CCCounty(ies):Graham Page 1 of 4TIP 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 east of Stecoah in Graham County, NC. The project improves roadway shoulders and adds passing & climbing lanes for the length of the project. A-0009C is broken into three projects (A-0009CA, A-0009CB & A-0009CC). A-0009CC improves NC 143 (-L-, an urban arterial) from 0.5 miles north of the Appalachian Trail to NC 28 and improves NC 28 (-Y2-, an urban arterial) from 0.2 miles west of NC 143 to 0.3 miles east of SR 1235 (Gunters Gap Rd). ADT listed above is for -L-. ADT for -Y2- is 3800 in 2022 and 5200 in 2045.Project minimization 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.>Overall maintain existing alignment to minimize cumulative impacts to resources.>Maximizing shoulder section.>Providing adequate ground cover.>Stabilizing embankments and drainage ditches.>Minimizing culvert slopes.>Removing existing perched outlets.>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.>Site 17: As mentioned during 4B meeting, floodplain benches have been added along this stream to lower velocities and dissipate energy.General Project Narrative:(Description of Minimization of Water Quality Impacts)1.) -L-: Two 12' paved lanes, 0 to 12' paved shoulders, 2' to 8' grassed shoulders, grassed side slopes ranging from 4:1 to 2:1 - 1.1 Miles2.) -Y2-: Two 12' paved lanes, 2' to 8' grassed shoulders, grassed side slopes ranging from 4:1 to 2:1 - 3.0 Miles8800Forested, Agriculture, Rural ResidentialNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:253 Webster RdAddress:General Project InformationA-0009CC32572.1.15Address:11/1/2021828-586-2141Raleigh, NC 27603Contractor / Designer:919-773-8887 Ext. 104706 Hillsborough St. - Suite 200dpetty@tgsengineers.comGrahamRobbinsville, NCProject Built-Upon Area (ac.)65901.) -L-: Three 12' paved lanes, 10' shoulders (8' paved / 2' grassed), grassed side slopes ranging from 4:1 to 2:1 - 1.1 Miles2.) -Y2-: Three 12' paved lanes, 10' shoulders (8' paved / 2' grassed), grassed side slopes ranging from 4:1 to 2:1 - 2.1 Miles3.) -Y2-: Three 12' paved lanes,curb&gutter with 10' Multiuse Path, grassed side slopes ranging from 4:1 to 2:1 - 0.8 Miles2022jbdeyton@ncdot.govAnnual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.ac.City/Town:29.0Typical Cross Section Description: Surrounding Land Use: NoWetlands within Project Limits?15.54.10 MilesProject DescriptionProposed ProjectLittle TennesseeRiver Basin(s): Josh B. Deyton, PESylva, NC 28779WBS Element:Roadway WideningWBS Element:TGS Engineers / David B. Petty, PENCDOT Contact: (Version 3.00; Released August 2021)32572.1.15TIP/Proj No.:A-0009CCCounty(ies):Graham Page 2 of 4Aquatic T&E Species?NoComments:No N/AN/AAquatic T&E Species?NoComments:No N/AN/AAquatic T&E Species?NoComments:No N/AN/ANoneCarver Branch, SBC, SBG, SBD, SFT, SFP, SFH, SFM, SFN, SBJ, SBN, SBP, SBOBuffer Rules in Effect:N/AProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?Carver BranchNCDWR Stream Index No.:2-130-3-1NCDWR Surface Water Classification for Water BodyPrimary Classification: None2-131-2(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?Other Stream Classification: NoneSupplemental Classification: NoneNCDWR Surface Water Classification for Water BodyPrimary Classification: Other Stream Classification: NoneSurface Water Body (3): Johnson Gap BranchNCDWR Stream Index No.:Primary Classification: Class CClass C(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)SBBBuffer Rules in Effect:Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/AImpairments:NoneNRTR Stream ID:Johnson Gap Branch, SEY, SEXBuffer Rules in Effect:Class CN/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:NoneNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSWBS Element:Supplemental Classification: NoneSurface 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): Cody BranchNCDWR Stream Index No.:2-130-1General Project InformationSupplemental Classification: NoneWaterbody InformationNCDWR Surface Water Classification for Water Body (Version 3.00; Released August 2021)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS32572.1.15TIP No.:A-0009CCCounty(ies):Graham Page 3 of 4Aquatic T&E Species?NoComments:No N/AN/AAquatic T&E Species?NoComments:No N/AN/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)NRTR Stream ID:Stecoah Creek, SCB, SCD, SDTBuffer Rules in Effect:N/AProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/AImpairments:NoneOther Stream Classification: NoneSupplemental Classification: Trout Waters (Tr) Surface Water Body (5): Stecoah CreekNCDWR Stream Index No.:2-130NCDWR Surface Water Classification for Water BodyPrimary Classification: Class CProject 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)NRTR Stream ID:Edwards Branch, SBVBuffer Rules in Effect:N/AImpairments:NoneOther Stream Classification: NoneNCDWR Surface Water Classification for Water BodyPrimary Classification: Class CSupplemental Classification: NoneWBS Element:Additional Waterbody InformationSurface Water Body (4): Edwards BranchNCDWR Stream Index No.:2-130-3 (Version 3.00; Released August 2021)32572.1.15TIP/Proj No.:A-0009CCCounty(ies):Graham Page 4 of 4Sheet 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?47 Y2 132+00 RT 35.37139 -83.67977 (5)Stecoah Creek 0.0 4.0 4.0 0.6 60 300 1.34% 1.0 1.2 1.3 1.3 No No47* Y2 130+29 LT 35.37163 -83.68043 (5)Stecoah Creek 5.0 3.0 3.0 9.9 990 246 0.40% 15.0 1.9 20.3 2.0 No NoSwaleWBS Element:North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSAdditional Comments*Provided length exceeds the recommended length for the portion of the contributing drainage area within NCDOT right of way. c 0) _T -o 0 0 0 0 i 0 O O T O 0 0 0) 3 0 L 0 0 E 0 0 3) <n 0_ 0) 0 7 0 0 T 00 0 0-0 oL I NO 0 00 Np N \ 0 NX� See Sheet 1 A For Index of Sheets STATE OF NORTH L I N A ®RTH C A STATE STATE PROJECT REFERENCE NO SHNO EET TOTAL RO N.C. A-0009CC 1 ,' EINA," DIVISION OF HIGHWAYS w.PRO74 OF_9CRIP]TON /.� • 5 2.1.O. 32572.1.15 APD-0074(178) PE J// �� O��CT 1 V ///J zs. ' i 32572.2.15 APD-0074(178) ROW,UTIL. APD-0074(178) CONST. V32572.3.15 m + GRAHAM CO U1�TY Q, �� / . _• tFE°R 1229 O -._ �� 122. 122 ��_ Ellilly►i`� V • SS K°bbin— ,thLz4 , 1282 - 1221 .,, 21' 128 bF°° 81 `� `� ,' 1223 �.;,'='� \ r 1z23 , % BEGIN \1208 '. lz°2 ; PROJECT i ` . ` -. s WETLAND LOCATION: TYPE OF UPGRADE UPGRADE OF WORK: NC 143 FROM NC 28 FROM SR 1235 (GUNTERS GRADING, PAVING, & SURFACE 0.2 GAP DRAINAGE, 0.5 MILES MILES RD) NORTH OF WEST OF NC CULVERTS, & WATER APPALACHIAN 143 RETAINING TO 0.3 MILES WALLS IMPACTS TRAIL TO EAST NC 28 j 0 �� BEGINs STCONSTRUCTION .1i2 60 OO VICINITY MAP J c4 PERMIT DRAWING SHEET 1 OF 34 SITE 7 3R GUIDELINES WERE USED FROM SITE 4 END CONSTRUCTION S —L— 414+50 TO —L— STA 474+20 1 AND FROM —Y2— 12+60± TO 23+00± SITE 5 %r'�-;% TO MINIMIZE IMPACTS TO USFS PROPERTY —L— STA, 474+19.52 SITE 8 SITE 13 END TIP PROJECT ri A-0009CC rail rail AND NATURAL RESOURCES.�� SITE 6 SITE 3 SITE 2 m7st O qp ��, M „ , �Q O / �`e n �) tv� \ 'RUNT A a ; 28 "VESR R ► Y --_ _ SITE 9 —Y2— STA. SITE 10 4, 1239 BRANCH LN SITE 15 1,, til 42 �,. SITE 16 2B RD_ _ , s _ I ( O1N �� \ .41 � . Q �`�, �I' m� i 4 169 SITE SITE SITE + 60.00 23 18 19 SITE �G �5� ' 24 SITE 26 PO 4$ Z SITE 27 o NCQ , O , 5 ,BEGIN TIP PROJECT A-0009CC Q Q SOP ��°�� 'Ray 5� s� ��6 � ��PR° STA. 414 50.00 _�_4s `�,s!�' ___._ '°-�;° —L— + _o LU z 35 W N Q __ . ►�, SITE 11 5R SITE 17 ,=, 0FT E'� = — i— 5�- ti� �'0 SITE 25 To BB,NSV, DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVATURE AND HORIZONTAL SITE 1 SITE 14 SITE 12 SSD. SITE 21 SITE 22 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SITE 20 DOCUMENTUNLESS ALL SIGNATURES COMPLETED E' • \ THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. J V GRAPHIC SCALES —L— DESIGN DATA —Y2— DESIGN DATA PROJECT LENGTH NCDOT CONTACT. WANDA H. AUSTIN, PE HYDRAULICS ENGINEER PLANS PREPARED BY: PLANS PREPARED FOR: 50 25 0 50 100 J ADT 2022 = 6590 ADT 2045 = 8800 ADT 2022 = 3800 ADT 2045 = 5200 LENGTH ROADWAY TIP Tcs ENOMEERS 20 o8 5T NORTH CAROL1NA DEPORTMENT of TRANSPORATiON PM I' ' " 11111 1 °/O PROJECT A-0009CC = B NC SHELBY, NC zB iso PH c70<) 476-0005 D v S oN < 252 Webster Rd � PLANS IC 11 % D 57.5 % K 11 D 67.5 % -L- 1.131 MILES -Y2- = 2.973 MILES �� CORP. L(C ENSE NO.. C-0275 Sylvo. NC 28779 Pam. a@ ? o a Eillill = = SIGNATURE: m 50 25 0 50 100 T 7 % * T 7 % * TOTAL LENGTH TIP RIGHT OF WAY DATE: JIMMY L. TERRY, PE V 60 MPH V 50 MPH PROJECT A-0009CC 4.104 MILES AUGUST 12, 2021 PROJECT ENGINEER ROADWAY DESIGN A O PROFILE (HORIZONTAL)ENGINEER 10 0 10 20 * TTST =2% DUAL =5% FUNC CLASS = * TTST =2% DUAL =5% FUNC CLASS = LETTING DATE: AUSTIN TURNER, PE • ��r� � P T3) PA `' RURAL ARTERIAL RURAL ARTERIAL OCTOBER 18, 2022 PROJECT DESIGN ENGINEER V I PROFILE (VERTICAL) REGIONAL TIER REGIONAL TIER 2018 STANDARD SPECIFICATIONS /� SIGNATURE: PE CO L 01 0 1 U) s a a 3- 0 7 T In d CJ 8 05 0 3 0 7 11 C 0 E 0 0 cn ti 7 G 0 7 05 'E0 O .0N 0 z111) =JC= -L- CURVE DATA P1 Sto 4/94-44.60 A = 56.20' 44.5' (LT) D = 9' 32' 57.5' L = 590,05' T = 321.35' R = 600.00' DS = 45 IIPH SE = 0.08 -DR3- CURVE DATA P1 Sto 10+68.68 A = 13' 52' 122 (RT D = 22' 55' 05.9• L = 60.52' T = 30.4/' R = 250.00' SE = SEE PLANS 1 PAVEMENT REMOVAL PROP MONOLITHIC CONC ISLAND - SURFACE MOUNTED 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. S I RIPRAP 7 TONS, 15 SY GEO WOODS DELMAR L.HOLDER.ET AL P1 Sto 11+4026 A = 75 57' 23.4' (LT) D = 114' 35' 29.6' L = 6628' T = 39.03' R = 50.00' SE = SEE PLANS ® S 33' 09' 58.9' Vy • -DR3- PC 11+0123 • -DR3- PT //+67.5/ S 42' 47' 24.5' E 0 0 DETAIL 35A BERM BASE DITCH Not la Scale) Natural Ground di � N; Min. D=1.5 H. I - `GEOTEXrIIE Max. d =1.5 Ft. B=2.0 Ft. b=5.0 Ft. Type of Liner= Class I Rip -Rap 1i RDWY -L- STA. 419+00 TO STA. 419+50 LT BEGIN TIP PROJECT A-0009CC -L- STA. 414 + 50.00 EXCAVATION IN WETLANDS IMPACTS IN SURFACE WATER HOUSE OF PRAYER LSE SUMP E DETAIL 35B \ �F FALSE SUMP SEE DETAIL 35B ROD AND LUG WITH GASKE (ELBOWS) MONO. f CONC. ISLAND / TIE CONCRETE TO ( EXISTING SIGN //\ / CO/ HUq�NK / / i7 PROP. CONCRETE DRIVE 50' 0' 50' 100' FOR CONCRETE ISLAND & DRIVE — J LAYOUT SEE DETAIL SHT 2B- 25' \� c \ \C FALSE SUMO\ SEE DETAIL 358. ROD AND LUG WITH GASKETS PO OWS) I REMOVE EXIST. CONCRETE DRIVE CLASS I RIPRAP (KEYED -IN) 000DS 20 TONS • BE SEE Clas 30 BASE DIT t ERARIP-RA( IIL35 I TA ONS, 60 5 H H Outside Ditch Traffic Flow -r-5— S=Ditch Slope DETAIL 35B FALSE SUMP ( Not to Scale) 5 2 GI etc. 4 Proposed Ditch HAND CLEARING IN WETLANDS GEO / FADE SUM SEE DETAIL N. cam ',I f - L- STA. 414+93 LT - L- STA. 416+37 LT - L- STA. 418+09 LT -L- STA. 419+48 LT "// /y/ //// TEMPORARY IMPACTS IN SURFACE WATER F DI PROP. DRIVE \ OVE DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES EXCAVATION IN WETLAND DENOTES HAND CLEARING DENOTES FILL IN WETLAND MARCIA SPECIAL CUT DITCH SEE DETAIL 35E CLASS I RIPRAP 65 TONS SPECIAL CUT DITCH SEE DETAIL 35E CLASS I RIPRAP 35 TONS BEGIN CONSTRUCTION -DR3 STA. 10+20.00 � C FALSE S S AI Due CLASS I RIPRAP 1 TONS, 5 SY GEO PROP. RETAINING WALL #26 BEGIN -L- STA.421+44± END -L- STA. 423+54± DETAIL 35C FALSE SUMP (Not to Scale) O CLASS B RIPRAP 2 TONS, 7 5Y GEO oaTraffic t 'de Daah �z.D•� Flow GI S— S=Ditch Slope 4 Proposed Dit h - L- STA.421+00 RT - L- STA. 426+19 RT -L-/-DR3- INTERSECTION PERMIT DRAWING SHEET 2 OF 34 PROP. RETAINING WALL #21 W/CONCRETE DITCH BEGIN -L- STA. 420+39± END -L- STA. 436+65± PROP. SINGLE FACED CONCRETE BARRIER CONC. DITCH BEHIND RETAINING WALL SEE DETAIL 35D / ROD AND L WITH S • WS) (Top Wall) 15" RCP IV C EVE MAX 1.0% PIPE SLOPE THIS SIDE OF ELBOW CLASS I RIPRAP (KEYED -IN) 22 TONS MARCIA G. ILLIAMS RETAINING WALL DETAIL 35D CONCRETE DITCH BEHIND RETAINING WALL (Not to Scale) BOND BREAKER D= 1.0' B= 1.0' NATURAL GROUND -L- STA. 420+39 TO 428+00 LT (SEE WALL ENVELOPES FOR DITCH GRADE) PROJECT REFERENCE NO. A-0009CC SHEET NO. 35 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR If W ACOUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1GS TGS ENGINEERS 201 W. MARI ON ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 FALSE SUMP SEE DETAIL 35C CLASS I RIPRAP (KEYED -IN) 11 TONS PROP. RETAINING WALL #27 BEGIN -L- STA. 427+50± END -L- STA. 431+42± DETAIL 35E SPECIAL CUT DITCH (Not to Scale) Class IRiprap IKered-in) Type of Liner= Class I Rip -Rap Front Ditch Slope Min. D=1 F. Min. d=1 Ft. - DR3- STA.10+20 TO 12+00 RT - DR3- STA.10+38 TO 11+20 LT (SEE XSCs FOR TYPICAL DITCH GRADE) BOND BREAKER WALLRETAINING BOND BREAKER WALLNING CLASS I RIPRAP (KEYED -IN) 7 TONS •O O DETAIL 35F CONCRETE SILL DETAIL (Not to Scale) y. D= 1.0' B= 2.0' SILLCONC. DRATEINAGE GRA NATURAL GROUND d=0.5' -L- STA. 422+70 LT -L- STA. 426+07 LT FOR —L— PROFILE, SEE SHEET NO.69 FOR —DR3— PROFILE, SEE SHEET NO. 77 = \P 1 LUS \I j11 4 /�l///l(II ////I \ ROD AND LUG �',� WITH GASKETS( ',, //// WRAP- / i -- (ELBOWS) - / 7LTO�W@13 SY-Gi _ /ii� I7�, L ___ "/�oN IIIIIII/l///// a� -'SnIS i - -' / / ^ \ 2,` B�tNATt_t ��19ER: E F pl / Il/j 11// co-ccNLa VE '. PL 4 O y vy v0111Holi///, nif41,!IIIIIIIIIIIIfII��IIw� \V�111�11�11111111111111�111 vwv\VAVA�\�I�II�III�IIII�1j1111111\\ �1III • AAAv LSE SUMP 1..\\\\\\\\\\\\� �\'r" _— E _E DETAIL 35B— EAA �� ----- \: OFC SEE [W AR- _ \ FALSE SUM SEE DETAIL 358. FDREESTj IC //%/%i ///2/ /i BER BASE DIl SEE •ETAIL 35 Clas. I RIP RA 30 ONS, 60 S Outside Ditch Traffic FIoW �-5— S=Ditch Slope DETAIL 35B FALSE SUMP ( Not to Scale) Zoo 2 GI etc. C Proposed Ditch HAND CLEARING IN WETLANDS -L- STA. 414+93 LT -L- STA. 416+37 LT -L- STA. 418+09 LT -L- STA. 419+48 LT DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES EXCAVATION IN WETLAND DENOTES HAND CLEARING DENOTES FILL IN WETLAND TEMPORARY IMPACTS IN SURFACE WATER �wvvvvvy vv «\\��\�\ `\\\ VAA VAAVAA PECL4Y CUT- AA \ \\\", \\� SEE DETAIL 35E / \• \\CLASS \\\ \ \\ \\\A Sl�' CIAL CUT DITCH \\\\ \ \ SEE -DETAIL 35E \ AA V� VA\ VAS CLASS IAIPRAP VAVAVAAVA� �� 35 TONS llv v VA — VA VA V 65 T (RIPRAP \\ A VA VAAAA - 65 TONS - A\V A �/1J/ �� /lll 11 /l l /// / i �/ I\ \ )II �i ==—N /lll/lll l �'42 / / I I V i IV� _ �_� i� -� /� ) / //// �/d / / TIE CONCRETE TO - / //,� EXISTING SIGN _ / __'% (/ ///l // j / / / ,/!V PROP. was �U I \ \ A2-= % j/// jl //$ i O n Pw to \\ DRIVE � VA v %i;,��- �I1/////////,_(%//%/// o� jO(� G� DOE / \\ � � \ // //// ///// /// 1 /% / %/ / UE�4 / ml/ // %// lll/ ♦ 4T t F \_��2i��ll l////(�/ ll/l//(ll/ll /l ��//��GO� �I/I� k_ ==��i"�lll/////�//�////////11 (/// //`°RAH A°eat i % /. �l I( �. /��. �i/W09 s e� , xeMovE EXIST % i '� / CRETE DRIVE ////// ///// t III �--'�• ��/�/ �2' %%/%%%%//////////// /1 /// / l/(l/ l Hc� ao i ecass i RIPRAP �; �5I /. / l/// l // I� A �/r •i * (RFD INp��llllllll/l/ll/l/ �/ PROP RETAI�d11NAGL'#2 2 CONCRETE SILL SEE.DETAIL35F //" PF� i, o�/j///j/�//� ///l� % �� //// ill/��1/ll/ llllllll �'� 11 // BEGIN L �Tj� 421 Y� /////////// // , %ii _ — lull l l l l l l I l l l I I END L STi,__d$3 a34 v ii/////i /ii7/ / / // % `ON / / 11// / 111 l l III l l l l I 7 77, /i/ /�//// � / / /lll l / //7,/1//, ////////lIIIIII///////Il)/1/))lull I %ji/�/C/%/ii/i ////// / / ( K�� l I 11 I // / /// 111 I l I I l I I //O //i -L- CURVE DATA PI Sto 419+44.60 A = 56' 20' 44.5' (LT) D = 9' 32' 57.5" L = 590.05' T = 32/.35' R = 600.00' DS = 45 4�PH SE = 0.08 -DR3- CURVE P1 Sto /0+68.68 A = 13'52'122'(RT) D = 22' 55' 059' L = 6052' T=30AP R = 250.00' SE = SEE PLANS PAVEMENT REMOVAL F PROP MONOLITHIC CONC ISLAND - SURFACE MOUNTED 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. \\\�\`� i.�i� �\\gym\\�� A DATA P/ Sto 11+4026 A = 75'57'234'(LT 1 D = 114' 35' 29.6' L = 6628' T = 39A3 R = 50.00' SE = SEE PLANS ® S 33' 09' 58.9' Of �l -DR3- PC 11+0123 ® -DR3- PT 11+67.5/ ® S 42'47' 245' E 41) Natural Ground d DETAIL 35A BERM BASE DITCH Not to Scale) 1i Min. D=1.5 H. tl ` Max. d=1.5 Ft. B=2.0 Ft. b=5.0 Ft. Type of Liner= Class I Rip -Rap RDWY GEOTEATIIE 9j -L- STA. 419+00 TO STA. 419+50 LT BEGIN TIP PROJECT A-0009CC —L— STA. 414 + 50.00 EXCAVATION IN WETLANDS IMPACTS IN SURFACE WATER -� VA %/////// A I A __-� �� I // \ —� -- � i��//i J 1 // /// /// //////// �� ✓ ii// ////////%/° /////// _ i/l //o2// /////// //////// / / j„7, //// //%%/�/// //// 0//////////// ///////�/// //%%j/%//,%��% 50' 0' 50' 25' CLASS I RIPRAP 1 TONS, 5 5Y GEO CLASS B RIPRAP 2 TONS, 7 SY GEO FALSE SUMP Zoo Not to Scale} 0 -L-/-DR3- INTERSECTION PERMIT DRAWING SHEET 3 OF 34 2,0 PROP. SINGLE FACED CONCRETE BARRIER CONC. DITCH ,BEITIINOX RETAINING WAH. SEE DETAIL 35DX- PROJECT REFERENCE NO. SHEET NO. A-0009CC 35 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER INCOMPLE DO NOT USE FOR TE PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS CORP. LICENSE NO.: C-0275 __,,._////__,_x---.__<.--T-,__---/__,_I____,-'-=—s:--;.%-..-:;.t,---ox-Ir,T-I5-2____-2-!„xf;_.------7L2;'%'c--t;ll'/z_e'jl„„/„\;'„, ------x.>,_---.x--_l_-0-1/4/__%"1/4„>„o„_%------„-:;--,--;_-:__;„,_--s--:ee::%Ti /11 ,_/,,,,-,. `_.///>„;12--_i,/e„>/1/4-7-----rz,,./o_2-1<;,..,:;,.//,,Nxli/,/__,-------%-;:T/---,:7___-------\----2',,,__„„1/4,-----:,„_.<----7-„,/f_----71,4:%'-'7„-'-- :-----;,---,„2-&- ------ --;..i.--7'-'1%,"; -----/..-- ,..,...x--_,/,---,/,---/- MAX 1.0% PIPE SLOPE THIS SIDE OF ELBOW RETAINING WALL DETAIL 35D CONCRETE DITCH BEHIND RETAINING WALL Not to Scale) BOND e BREAKER NATURAL GROUND (SEE WALL ENVELOPES FOR- DITCH GRADE) FALSE SUMP r_, SEE/ DETAIL 35C /ill: PROP. RETAINING WALL #27 DETAIL 35E SPECIAL CUT DITCH ( Not to Scale) Type of Liner=Class I Rip -Rap Front Ditch Slope -DR3- STA.10+20 TO 12+00 RT -DR3- STA.10+38 TO 11+20 LT (SEE XSCs FOR TYPICAL DITCH GRADE) laTANNING 17c: --- ,-;;20:10 -- __--.,_:oi,___.N_::,: ..,/,,A,P.:4_)) _ . o -- -cl‘..*-- ' ->-, / _ _ :-----_:-_-_,-Ill171(f71-;/74{, (//1//171/ (j) ;:f:- .-_-_442:1-.=-411 a''e7-7-----::-.41' CLASSISBIPRAP -22242/ DETAIL 35F CONCRETE SILL DETAIL NATURAL GROUND FOR -L- PROFILE, SEE SHEET NO.69 FOR -DR3- PROFILE, SEE SHEET NO. 77 CO 7 N 0 5 10 SHEET NO. X-7 PROJ. REFERENCE NO. A-0009CC 111111111111 PERMIT DRAWING SHEET 4 OF 34 1I_R SCALE 1"=20' HORIZONTAL 1"=20' VERTICAL ■ ■ •Er4 rein .oJ•,rr, .■.w MMI.WwW11,1 RGG==G-E-3-2ces-M .■.d_rr. WETLAND CROSS SECTION MOVESSOU SITE 1 MOVEVESUMWEVEVE i ■■■.�j ■■■a_ .■r/.:./iil UMIUM W 2906.89 419+50.00 e.. • ME .■■NENE ■_�. PR.P. DRIVE MM ==ip ====_7C- 9e4Me-.4 ME-F-2C7CC Goii.. 940 2935 2930 2925 2920 29/5 29/0 2905 2900 289 -17 o- -L- CURVE DATA P1 Sto 4567'91.51 P1 Sto 470+8426 p = 49' /5' 002 (RT) p = 2P31'55.6'(LT) D = 9' 32' 57.5' D = r 32' 20Je L = 5/5.75' L = 285.6/' T = 275.02' T = 144.5/' R = 600.00' R = 760.00' SE = 0.0Q, SE = 0.04 DS = 45 MPH DS = 45 1/PH PROP. RETAINING WALL #24 W/CONCRETE DITCH BEGIN -L- STA. 453+25± END -L- STA.456+25± CONC. DITCH BEHIND RETAINING WALL SEE DETAIL 38D TRANS! r a N ST CLASS I RIPRAP (KEYE a -IN) 55 To NS TIE TO XISTI DITCH SPECIAL CUT DITCH SEE DETAIL 38G CLASS II RIPRAP (KEYED -IN) 105 TON- `‘' StRoa DO NOT • ,„ DISTURB SIGN CLASS I RIPRAP (KEYED -IN) 25 TONS WOODS 36" CSP DO NOT BURY INVERT Natural Ground DETAIL 38A SPECIAL CUT DITCH ( Not to Scale) Min. D= 1.0 Ft. Front Ditch Slope -L- STA. 461+50 TO STA. 464+00 LT SEE PFL FOR DITCH GRADES DETAIL 38E OUTLET CHANNEL STABILIZATION ( Not to Scale) Length-12 F. CHANNEL BED Min. d=3 F. fNodoNel -L- STA 458+35 RT Outside Flow Traffic f-s S=Ditch Slope DETAIL 38B FALSE SUMP ( Not to Scale) GI etc. 4 Proposed Dit h -L- STA. 464+64 LT DETAIL 38F OUTLET CHANNEL STABILIZATION ( Not to Scale) �N^� Length-12 Ft. CHANNEL no Min. d=3 Ft. -L- STA 468+04 RT TEMPORARY IMPACTS IN SURFACE WATER WOODS WOODS REMOVE S►tARATF 0 (20 Li) TLET CHANNEL STABILIZA ION SE CLASS I RIPRA 11 TONS, NO GEO DO NOT DISTURB SIGNS - L- STA. 464+64 RT - L- STA. 466+63 RT DETAIL 38G SPECIAL CUT DITCH ( Not to Scale) Ground Class II Riprap IKered-in) Type of Liner- Class II Rip -Rap tac Front Ditch Slope Min. D=1.3 F. Min. d=1.3 Ft. -L- STA. 456+50 TO STA. 457+50 LT SEE PFL FOR DITCH GRADES WOODS WOODS w0o0S WOODS SPECIAL CUT DITCH SEE DETAIL 38A RETAINING WALL D DETAIL 38D CONCRETE DITCH BEHIND RETAINING WALL (Not to Scale) BOND J� BREAKER - GRONATUUNDRAL D= 1.0' B= 1.0' - L- STA. 456+00 TO 456+25 LT - L- STA. 468+75 TO 470+00 LT (SEE WALL ENVELOPES FOR DITCH GRADE) DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER U.S. FOREST SERVICE C -- C SIGN GONE _'rUG ATER kOJ REMOVE • \, PERMANENT EASEMENT FOR WARBLER HABITAT ESTABLISHMENT TEMPORARY IMPACTS IN SURFACE WATER DO NOT DISTURB SIGN IMPACTS IN SURFACE WATER WOODS FALSE SUMP SEE DETAIL 38B FALSE SUMP SEE DETAIL 38C WOOD, PERMIT DRAWING SHEET 5 OF 34 PROP. RETAINING WALL #25 W/CONCRETE DITCH BEGIN -L- STA.468+75± END -L- STA. 471+75± • CONC. DITCH BEHIND ‘,\ RETAINING WALL SEE DETAIL 38D WOODS DRIVE TEMPORARY IMPACTS IN SURFACE WATER REMOVE CONC. DITCH -CONC. DITCH WI C- �e�KETSEAs (ELBOWS) REMOVE CONC CH F.4GSE SUMP S DETAIL 38C SITE 3 RETAIN PROJECT REFERENCE NO. A-0009CC RAN SHEET NO. SHEET NO. 38 ROADWAY DESIGN HYDRAULICS ENGINEER INCOMPLETE COMPLETE DO NOT USE FOR PLANS ZA W ACQUISITION DOCUMENT NOT CONSIDERED FINAL ALL SIGNATURES COMPLETED GS TGS TGS FM NE.RS 201 W. ENGINEERS MARION ST NC 20150 476-0003 NO.: C-0275 SHE CORP. LICENSE 1111 SP(704)ISNIRD., PROP. SINGLE FACED CONCRETE BARRIER 0 REMOVE WOODS \ t\\?q le 0 \\ OUTLET CHANNEL STABILIZATION T \\ SEE DETAIL 38F CLASS II RIPRAP 14 TONS, NO GEO IMPACTS IN SURFACE WATER WOODS PLUG, 49 CLASS I RIPRAP 4 TONS, 10 SY GEO n =r Z rn OTi rn rn Ir ZV 00 T TEMPORARY IMPACTS IN SURFACE WATER 50' 0' 50' 100' 25' FOR -L- PROFILE, SEE SHEET NO. 70 Q 0 0 0 cr cr -0 CO CO _c of Ea II 0 m 7 1 o_ U U 0 0 0 m I\ IIII 11 I\\ p\\ \ \\\ \\, //7/7 //III v\ 1 1\ 1 \ 1 // \11 IIII1 w�—wvv�swvvwwvvvvvvvv�_ — // // //1111111111111\VIV1\1111I 1 >\• , / 4 I I \\VI .y��\\v�wvv vvywvyll l l l l l I I\ \\ I/ I// I I ;// /ii 1111 AV vAAvv v� / // / // )11111 I I 1 I 1 VA 1 1p � �\\ AA\0vvvvvv � ��`��- -- — �e I11II I \VAv — / I I II I I / l l / / I Il I Outside Traffc Flow itch fs— S=Ditch Slope DETAIL 38B FALSE SUMP ( Not to Scale) GI etc. C Proposed Dit h -L- STA. 464+64 LT DETAIL 38F OUTLET CHANNEL STABILIZATION ( Not to Scale)8411A1*- —N^� Length-12 Ft. CHANNEL BED Min. d=3 Ft. -L- STA 468+04 RT DETAIL 38C FALSE SUMP I Not to Scale) -L- STA. 464+64 RT -L- STA. 466+63 RT DETAIL 38G SPECIAL CUT DITCH ( Not to Scale) Ground class II Riprap (Keyed -in) Type of Liner - Class II Rip -Rap Nac Front Ditch Slope Min. D=1.3 Ft. RETAINING WALL D DETAIL 38D CONCRETE DITCH BEHIND RETAINING WALL ( Not to Scale) SUER D= 1.0' B= 1.0' NATURAL GROUND -L- STA. 456+00 TO 456+25 LT -L- STA. 468+75 TO 470+00 LT (SEE WALL ENVELOPES FOR DITCH GRADE) DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER PERMIT DRAWING SHEET 6 OF 34 )IIIII�///��7," � — L- STA. 456+50 TO STA. 457+50 LT llllll // �� \\\\\\�� = — � — _ i SEE PFL FOR DITCH GRADES //////�1/�j \\\\� _ _�� _%-- PROP. RETAINING WALL #25 \\ \\ �w�w�w� %//j///llllll ll�/ / � — _--- � � %� W/CONCRETE DITCH :A\\\VA Min. d=1.3 R. PROJECT REFERENCE NO. A-0009CC RAN SHEET NO. SHEET NO. 38 ROADWAY DESIGN HYDRAULICS ENGINEER INCOMPLETE I COMPLETE DO NOT USE FOR PLANS I1/ W ACQUISITION DOCUMENT NOT CONSIDERED FINAL ALL SIGNATURES COMPLETED GS TGS TGS FM NE.RS 201 W. ENGINEERS MARION ST C 281 0 NC 2000 NO.: C-0275 SHE S (704)IS 1111 CORP. LICENSE v �� vvv��'E� // lull A_ _ +--- � ��—� — %/-"- ///////8 /llllll/ �—�_ — — _--- _ ,;��- BEGIN -L-S A.471 75± '\\A' ',`,-. Avvvv� �� i/i////////// // // �---- =w6e4s: END -L- STA 471+75 w��ww � // / j/ / ---- / \c,Nr... \1\I\Illllll \ s�\\\\\\\\k\k\\\\ \\\ %% -= %%//ii/ / l 1111I I III1 1 I\ 1 J / / I� //"�/D/ \ 1 v \ �./ 1 ll I I r I I I I I I I I I I l l l l l 11111111111j111\\\III\I1111111; IIII// 111111111I III_I11111VIAVA�VA\�I I ///08//IIIIJ111 1111III I II I\IAA\\\\ \\1 AAA��A�AA��A��AVVVAAV\\VAV°A�_�- �// / /// �I 111VA\\\\\\\\\\4 V �� -��i��-/i ///07%/+ 7 sari- rt }- x `AV � vvvv� CONCRETE BARRIER I /// l llllll 1111 111 I IIII III 11A I II �'r�vv vvv � �� pv�v �vvv� vvv� vvvv� � � �// //� / I I I I I I I I I Il I\ 1\\\�\VAA V A V 1 \ / / � / 1 I 1 � 11 ll lI .\ \ \\ /�-� \\\\\\\\\ \\\\i----.:, -.H-L- STA 458+35 RT _,' i ' 111 ,;\' \t\1" , \\ ` \`\\\\\\\ 1 / \\ \ \ \ \ I \ \\\ — I 1 1 \ \ \c\,�VAVAAA\VA1111AA1AAA llll\lllh('v�v v vvvvv � �—� ///I 1\A\1 I \ 1 1 I 1 1 1 1I 1\� 1 I 1 I 1 1 11 1 1 1 1 II I 1I 1I I I I11 I 1i I I.II I1 I � I II I JI I\� l l III I 11111\\ 111) --�-ice /.v i �Z t / / ��v' vvvvv // I l_l Ill III / 7/7/ y., �aOIIS_= — �% vvv �V\ �A� V �AVV A\\\ \\\V A\VA v � \\� — / LONC. DITCH BE / �� \\„\\ \77, i RETAINING WALL '�'� SEE DETAIL 38D II/ J / /// II)I)/11/lljll r(IIII(IiLl//1�/1/ f / — •i/ IIII IIII III II11,1 ///////! (�� ' \�� i — /woob �i 1 � / \\ \ L � IIII I IIII III I1j111111 ////�/ I �//'� \\\\��/ � ��'\ ,,�� // / ��\_ 1111/I11111111/l/111// %%%/ / /////\ \. III I /Ill I I I I/ 1 Ili i�/I ll / �/��/�TEMPORARY IMPACTS // i,/l/tl.I n, !,/ii/,,e \ __—_— — IN SURFACE WATER RETAINING NINGCWALEHIND --_SOIL_ — -- — _ — —— /�l l// ��//IJIII; • SEE DETAIL 38D—__ _--- — l 111 / vv Fa — / // KC sPEGIAt IL> OA= H— --- _—_ SITE I I s€iaETi�a_s7G— ,.r — _— SEEDETAII, 8�_ — REMOVED ITCH 1111, 11 =I:=7=-= _/�Ec c c—�—a c a Idol uG \ — i � SERF � \ l// I l —'i�/i�� _i/ S /i%T �.i l� _�_%/i/ /��—�� \\\\��.�. TRANSITION STONE CLASS II RIPRAP (KEYED -IN) 55 TONS II/ 11 Atli TIE TO EXISTING' DITCH SPECIAL CUT D*T_CH SEE DETAIL 38Ci CLASS II RIPRAP (KEYED IN) 105 TONS DO NO DISTURB %j SIGN 'GLASS I L8IPRAP (KEYED-f}J) 2-S TONS - REMOVE SEPARATED ,, (20 LF) CLASSIRIPRA 11 TONS, NO GEO PERMANENT EASEMENT FOR WARBLER HABITAT ESTABLISHMENT TEMPORARY IMPACTS IN SURFACE WATER IMPACTS IN SURFACE WATER ROD AND LUG "--- WITH GASKETSW_-=- (ELBOWS) REMOVE CONC-DD1T<H- -- F SE SUMP S DETAIL 38C OUTLET CHANNEL STABILIZATION SEE DETAIL 38F CLASS II RIPRAP 14 TONS, NO GEO IMPACTS IN SURFACE WATER -L- CURVE DATA PI Sto 456+91.51 A = 49r /5' 002 (RT) D = 9' 32' 57.5' L = 5/5.75' T = 275.02' R = 600.00' SE = 0.0 DS = 45 MPH Sy, PI Sto 470+8426 A = 2P 3/' 55.6' (LT! D = 7" 32' 20J" L = 285.6/' T = /44.51' R = 760.00' SE = 0.04 DS = 45 MPH Natural Ground DETAIL 38A SPECIAL CUT DITCH I Nptto Scale) Min. D= 1.0 N. Front Ditch Slope -L- STA. 461+50 TO STA. 464+00 LT SEE PFL FOR DITCH GRADES DETAIL 38E OUTLET CHANNEL STABILIZATION I��1 mL ( Not to Scale) Length-12 Ft. CHANNEL BED Min. d=3 Ft. rvariaae, \ \ \\\\ \\\\ \\ — 11\\\LAA\\�A\A\\\\\\\\V� ///////// // vv I \ wvvvwvwvv�wvv�vvvAvv— / dI I111 AV A\\VAS\\\\\\\VAA ��AVVy �wvvvvv��T77,7 vv�wvAvvvv��„�/ / ///,/III 11VA\1\ VA\\\\\VA\\\ \ \\1 � — —% �//i/V7// /,°110, i.'�- - —_— ; IIv ��w77,„ �� "--I" \\ z\\ \\\\\\r, �% / // IIII II\ \1\\\\\\\\\\\\e \ / / "///// ,/ -- = -- - - dry PROP. SINGLE FACED'///' / TEMPORARY IMPACTS IN SURFACE WATER 50' 0' 50' 100' 25' FOR -L- PROFILE, SEE SHEET NO. 70 0 0 0 0 REVISIONS co CLASS B RIPRAP 2 TONS, 7 GEO BANK STABILIZATION SEE DETAIL 39F CLASS I RIPRAP 7 TONS, NO GEO s PROP. RETAINING WALL #39 W/CONCRETE DITCH BEGIN —Y2— STA. 14+75± END —Y2— STA. 16+25± TEMPORARY IMPACTS IN SURFACE WATER IMPACTS IN Ju, wOoss SURFACE WATER PUE CLASS B RIP -RAP 6 TONS, 12 SY GEO CIAL CUT DITCH DETAIL 39A SITE 4 USE EXTRA DEPTH POSTS BEGIN CONSTRUCTION -Y2- STA. 12 + 60.00 50' 0' 50' 100' 25' DETAIL 39A SPECIAL CUT DITCH ( Not to Scale) Y2- STA. 13+73 TO 14+50 LT \SEE PFL FOR DITCH GRADE (9.0%) PROP. RETAINING WALL #40 W/CONCRETE DITCH BEGIN —Y2— STA. 16+75± END —Y2— STA. 18+60± PUE REMOVE HW EMOVE 15 LF CONC. DITCH BEHIND PUE RETAINING WALL SEE DETAIL 39D SINGLE FACED CONCRETE BARRIE ifs—° SSRtN fR BRTO ANCH JOHN50e r (r 7//) r tV WOOss DO NOT BURY INVERT 5 I RIPRAP TONS, NO GEO WOODS CONC. DITCH BEHIND RETAINING WALL E DETAIL 39D SIN CONC CLASS B 15 TONS FACED E BARRIER KATHY TEMPORARY IMPACTS IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES EXCAVATION IN WETLAND DENOTES HAND CLEARING DENOTES FILL IN WETLAND DETAIL 39B STANDARD 'V' DITCH (Naito Scale) -Y2- STA 18+80 TO 18+91 LT SEE PFL FOR CHANNEL CHANGE GRADE (17.5%) DETAIL 39C TOE PROTECTION (Not to Scale) 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 7 OF 34 KATHY D. BRUCE. ET AL STANDARD 'V' DITCH SEE DETAIL 39B DDE=5 CY CLASS B RIP -RAP 3 TONS, 6 SY GEO SPR/NG WOODS :E. ET AL WOODS srREyy UNAB(E ro ES U G a4rP END CONSTRUCTION -L- STA. 474 + 19.52 CONTRACTOR TO LOCATE AS DIRECTED BY ENGINEER. CONTRACTOR TO LOCATE AS DIRECTED BY ENGINEER. CONTRACTOR TO FIELD VERIFIY UNDERGROUND STREAM ELEVATION & DIMENSIONS & COORDINATE WITH ENGINEER PRIOR TO ORDERING STRUCTURE #3904. OP CORNER *6 (USES TRACT N-668 PIPE) FOR CONCRETE ISLAND & PARKING AREA LAYOUT SEE DETAIL SHT 2B- DETAIL 39F BANK STABILIZATION ( Not to Scale) —NaN NM- —.4, yP/ GTGnd " Length=12 Ft. CHANNEL Min. d-3 Ft. (variable) -Y2- STA 13+06 LT RETAINING WALL DETAIL 39D CONCRETE DITCH BEHIND RETAINING WALL (Not to ScaR) BOND 40 BREAKER D= 1.0' B= 1.0' GROUNDNATURAL LASS B RIPRAP 3 TONS, 10 SY GEO WOODS U.S. FOREST SERVICE REMOVE 16 LF IMPACTS IN SURFACE WATER � I\„. II i I */ / "7 / FOR CONCRETE ISLAND LAYOUT SEE DETAIL SHT 2B— / TOE PROTECTION SEE DETAIL 39C \ CLASS B RIPRAP — 20 TONS, 43 SY GEO BM*23 ELEV. 2523.73' -BL- STA. 470+19.00 70' LT. SPIKE NAIL IN BASE OF 15" POPLAR PROP. RETAINING WALL #25 W/CONCRETE DITCH BEGIN —L— STA. 468+75± END —L— STA. 471+75± DETAIL 39E FALSE SUMP I Not to Scale) -Y2- STA. 25+39 RT ti SPRING BOX CONC. DITCH BEHIND RETAINING WALL SEE DETAIL 39D BARBARA LAKEY PROJECT REFERENCE NO SHEET NO A-0009CC 39 RMI SHEET NO. ROADWAY DESIGN ENGINEER INC c•MPLE DO NOT USE FOR HYDRAULICS ENGINEER FE PLANS R6W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 STREAM GOES UNDERG"OU D TOE PROTECTION SEE DETAIL 39C CLASS I RIPRAP 190 TONS,270 5Y GEO WOODS FALS P SEE DETAIL 39E \LLEN H. LA . r0 DSH to 'SnR/ _Jp O oP 0. AVERAGE DAILY TRAFFIC -r2- 4C 28 1930 2,900 740 1,000 2022 ADT 2045 ADT 2,600 3,300 33 930 4,300 37 0 5,200 -4r- MD 28 -L- STA. 471+75 TO 472+50 LT (Class B Rip -Rap) -Y2- STA. 22+75 TO 26+45 LT (Class I Rip -Rap) -L- STA. 470+00 TO 471+75 LT -Y2- STA. 14+75 TO 16+25 LT -Y2- STA. 16+75 TO 18+60 LT (SEE WALL ENVELOPES FOR DITCH GRADE) FOR —L— PROFILE, SEE SHEET NO. 71 FOR —Y2— PROFILE, SEE SHEET NO. 71 REVISIONS m_zsh-39.dgr -2ll4/////////////11/////// 1 1///////////1 /11l l I V v- ==ii'/i%- �2).v -'// ///// /////////////////IIII/// ///////////////ll 1 I ; V )- ��! %�'�� i ` - V V _ NOTE: l///////////////////////////p„//7// ///////////////l) \ `-__� ��i�� _- \\��-. ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED. /////�//////////////j////////'///////////////// - END LOCATION OF DRIVEWAY SHOWN ON PLANS REPRESENTS TIE-IN %//// //////////j///¢ i/ - -- PER CROSS -SECTIONS, THE CONTRACTOR SHALL EXTEND THE DRIVES AND �� I IIIII//////////////////////////%///�////////////( \- ii// / /ii' i �- _�\\\ `- �'� � //�� \\ \\\�— ;PAVE UP TO THE RIGHT OF WAY LINE. FROM RO:_., POINT ON MATCH ///////////////( / (L � % - DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED. Ill / /\ //I1II I I I I I jlllf\IIIII///,/////7/70777////////// /✓iii % %%__— �� \��_�i i/ ii! i il /////';1 1, I I I �1 \\\\I\\I\\\1111111111111II I II IIII I I I I j l I ii i /;; _ • \ % /l//// / II III \ \ \ \ \ \ \\ \\\\ \\\\\\\\\\\\\\\\\IIII\I11111111z11111111 \ \\ J �i., / o% %_, \ \\ \ \\• \ \\\ %/i i i SHEET 8 OF 134G % / i / pi 1\\\\\\\\ j- /%%/%!,; 111 // \ bpi//0 — 1 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\1\1\\\\\\\\\\\\__i i j/% PROP.RETJUNING WALL #40 1\\I\II\\I\\III\\\��/// ///////�/////////j%/%%/// / ';lllllllillll/lI' ,\A v v `v v vv.\\� A\\\11AIII11111 A\\\\\\�ll\\\\V,,\\\VAv_ �,,,-:; /�� WWcoNCRETE-DITCH /\1VA11111/VA _ii/ //�////�//// \IIII/ /I \ V _—�v v \ VAA \ 11A11\IIIIIIIIIIIIA1A111\\III \\\\\VA\\\VA\VAvv iEND IN Y2-2STA T8tb0 5� �\I 111111A\\\VAS � ,D 7�ly ,i/ ////%/7/////// a, e`",,6!' vvv �� \ \VAA \ I IA' Ilmll ll,IWVllllV\\\\\\\\\,A\\\VVAv,� % ///�i/// '\I I I AV A\vv_;/// //// //// / // / 4 to vA\\VA1\1 I II\11111VI\VAVA\\1\\\\\\\\\vA\\\Vv� ��/// _—' `^' \\VA\A i///////��/////////i/// ' �')CI - `°OirE 1 \ 111 I \11I11111\ \\\\x\\\\ \\\\\\\ \\\\\ ; , _ \ U\A \ = _ i j% % /i /i/ii///d \ \ —\\ \\\ \ \ 1 II 1\\ \\\/ \\\\\\\\\\\`\\\\\\\ \\\\J ////e.///ii '\\\\\\II\\\\\\\\1\/// /111\ ��— i� // / / / // � vV A11 AVA 11jA\V� \V A\ \\\VAVA\\\\\\\\\v _ // // ///%//%// //i wV V U\llV 11 yy A1'� \i/%///�%////%///i/ii i�� A�\\11 \V\1VA�\\\� \ :\.,1>� �ir��ii�iii�i �ii�%. A\ VAVA VIVA PROP. RETAINING WALL #39;/j////////////////��///////j///��AA\\VA\VA\��\\A\\\ s` = i �i/%/j/////////�/i��//�/i. VAVA\\ \VA A , W/CONCRETE DITCH ///// ///// ///////// //=A\\\VAVAVA srANDAao Ep///��////�////j// j//. -- \VAVAV\\VAA\ BEGIN -Y2- STA.14+75� // /// ////// ��// / �� STAN A� gB %//%// � A / \ \ DDE-5 CY / -- END -Y2- STA. 1 +25+ / // � A677777,/ - - _ AA\ \VAVA\\VAA\VA, //////0///lll1 /// IIIII /III I//////�2// /- N\\\\\ \�A\ �A CONC DITCH BEHIND ass - : ,i%/" \ \ \ \ \ \ \\\ \\� j ///"" 11 // 11 l/ l // l// l// // / //. \ \ RETAINING WALL sED � CLASS° -RAP- ---. RAP / / / S E DETAIL 39D R E �\�\�\VA VA�AVAVA� ITEMPORARY IMPACTS � ///////,////////////////////// ��A\VA\\N�(CIONCRETB BARRIER ss� TONS,6 SY GEO IN SURFACE WATER - ;/i,!4(ll/li llllrlll/!I!i \\/)IIII _vvw\\v,,,CO5 B RIP -RAP PUE 15 TONS GEO C C PUE _.� /IMPACTS IN 'S SURFACE WATER -fix_ CLASS B RIP -RAP -CONC. DITCH -""BEHIND IND 6 IONS, 12 SY GEO.' -. RETAINING �WALL- AL CUT DITCH \ SEE DETAIL 39D i )ETAIL 39A J^ BANK KSTABILFZATION SEE DETAIE 39F CLASS I RIARAP 7TONS,NO- GEO /77 SITE 4 �4) `fie / \�l8 �/ .L SINGLE FACED. CONCRETE ,BARRI 1 $P r�l ��--��jjw aP (FON I F OT BRdg NC -- / ; /f SITE 4 ////// ✓//�// - \- i / °` IIIII/% / /// //IIII' i �c" /j 'III%//ice / / a / i� vZ/// i///�%/i'i AA AVA \VV,-i IIII/ ////////////////i/ /�, �-/ ' '/7-�VAAA/AVv v--,//////// IIII///// 7z/< �/. / '' ,, / / %/ / / // / - � I I III / / // //////// I � /i y�yvvs- // ////'//,// /'--VA 111 I I IIII IIII// IIII t l� i/i \VA\\\ .III AA��./l/////�0 �� BEGIN CONSTRUCTION_` ��j )' vvvvvv\ —Y2— STA,12+60,„Q0 \VAAAA-- /AA////l/Ill/ - /%/)AAA L\\\\\\\i//////////, ' I NA \\VAA/ j////'/'// VA\\\\VAS./ , vA\\\\ \, REMOVE HW EMOVE 15 LF PUE 50' 0' 50' 100' 25' DETAIL 39A SPECIAL CUT DITCH ( Not to Scalel Front Ditch Slope Y2- STA. 13+73 TO 14+50 LT \\SEE PFL FOR DITCH GRADE (9.0%) OHTRgI FTOR TO LOCATE\ I I 1 \ IIIP�E,CTj � gY ENGINEER. I I I CI1 IT CTbRI TO LOCATE ' A D IgY ENGINEER. �CONTRACTOR TO FIELD VERIFIY UNDERGROUND STREAM II \- ELEVATION & DIMENSIONS & COORDINATE WITH ENGINEER PRIOR TO :illRDERING STRUCTURE #3904.i �IfIjIII�lllll111jllll1 ll� jllllm 111 11111 \ 11 \ DI 11111lllljllllllllljjl lllj lllllllll III, II,IIIIII!l, ��I,1N li\; END CONSTRUCTI'ON STA.474+19.52tilljjlll111111)1j�111)�lIIIIIIIIIIIIIjll1111lll111j1� �` 111111111 I111V II \ wc, III o. In II I I I I 1�1111111111111� e1�V1'\1� VAVA III 1 IIII,\\ � \ \\\\\\� LAN C � ///°///ia2//i/✓ GRADE TO Pa N PLUG Ill////j//// � WRAP �� G4 /�\\I)11f/////////v aNcn"P \l/llllllll� l/%IIII enons�� / /))lllll7/////// �ww�`A�A�I Do Norm�//////// —_�VA y V v�s�° IIII /I I �� RY wvERT;' �/ //// �// -- FOR CONCRETE ISLAND / �VA�AAVT1 ASS RIPRAP oNS.No GEO /y/ / 1 // / // AREA LAYOUT SEE DETAIL SHT 2B-__ / / l ', \ \\11\\\\\\I i";v/llJ l// `JIAIIIII ice TEMPORARY IMPACTS IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES EXCAVATION IN WETLAND DENOTES HAND CLEARING DENOTES FILL IN WETLAND DETAIL 39B STANDARD 'V' DITCH (Nato Scale) -Y2- STA 18+80 TO 18+91 LT SEE PFL FOR CHANNEL CHANGE GRADE (17.5%) DETAIL 39C TOE PROTECTION ( Nato Scale) d=1 F. b=3 Ft. Type of Liner=See Below -L- STA. 471+75 TO 472+50 LT (Class B Rip -Rap) -Y2- STA. 22+75 TO 26+45 LT (Class I Rip -Rap) ICE. ET AL / V / 1 i�7 v� %IIII// /� \ EEDETAIL39E- - - - - V .�� (� OE -PROTECTION- - -/ - A �. CLASS B , 43 S - - �/( /- -� � �'� -20�ONf43 SY - - - BM*7� -EL 2023.Z3i %C6NC DlT£ 1- IMPACTS IN SURFACE WATER,\ / \\\\\ \ \` VA VA\V� ( hem 1 \ 1 I 1 \l ii/// /// /,/i//i 7 ///////// /j// , / j/ j/ j/j j j////////\ DOCUMENT NOT CONSIDERED FINAL / // // ////// /j/////// /7 �}yUNNLESS ALL SIGNATURES COMPLETED // �// ////// /� //1. 1W TGS ENGINEERS / /////,�"///j/ SHELBY NC G28150 /// ////��J///////� �� CORP. LICENSE NO. C-0275 \ /::::,,,z./ ///// // 476-0003 %/i/ Rat ///:///////:;/:////// //////////,SOE DETPROAIL 39CN =_-_///�//////�/% %///// %� 90 Tanis270 59 G€o% __ _ -G//// / i///// /% %/// r//7/" i � - �i////% �% /�/�II /%%/i'%�%IIII /ice/rs/�/�/%//-.n�;%/ / / / IIIII / ' , PROJECT REFERENCE NO. A-0009CC SHEET NO. 39 RAN SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INC•MPLETE PLANS DO NOT USE FOR 2/ W ACQUISITION DETAIL 39F BANK STABILIZATION ( Not to Role) �Nalu NuA- \4rmv_ yP/ GTGnd" Length=12 Ft. CHMin. d-3 Ft. (variob BED Y2 STA 13+06 LT RETAINING WALL DETAIL 39D CONCRETE DITCH BEHIND RETAINING WALL (Not to ScaD) BOND 40 BREAKER D= 1.0' B= 1.0' NATURAL GROUND -L- STA. 470+00 TO 471+75 LT -Y2- STA. 14+75 TO 16+25 LT -Y2- STA. 16+75 TO 18+60 LT (SEE WALL ENVELOPES FOR DITCH GRADE) - _ _ — — — =-DC SSA 47.0219A0 ' L - — —'/�RETAINR•LS---WALL FOR CONCRETE ISLAND- LAYOUT SEE DETAIL SHT 2B -- _%III/ DETAIL 39E FALSE SUMP (Notto Scale) -Y2- STA. 25+39 RT -5IK E�FAiL-JN-H 9SE--01��5'�OPL �/ OFF L39t>= STREAM GOES UNDERG"OU � - RE4il H 'Q\u\ G_ ,1 5,\\\i\\ ._ \\G P \,\ • 2\ \\ E\DETAIL 39" /SA- Z AAAA- *Ass / / � �� vvG / // /// / _ ART/ "-- %%IIII/ PROP,RE�A1NliZG M�AIC # _ a �'-///: /i z/ 2 - W/CONCRETE DITC1:—,:. = -1- i /i/ T; s BEGIN -L-STA-4+75± _ �°/T-7/— /� j��i EN6=lT-STA 47fi�i i��__�_----;IIII//�� '" 49 -- -- - -- I :, -- ------ -- - -T. -- - - - -_- - - - � / —j �szz —_ice i�--- - C� .�P AVERAGE -y2- .1C 28 1930 3,300 4,300 2022 ADT 2045 ADT o at 44/ 3,790 5,200 FOR -L- PROFILE, SEE SHEET NO.71 FOR -Y2- PROFILE, SEE SHEET NO.71 PAVEMENT REMOVAL DETAIL 40A LATERAL 'V' DITCH Not to Scale) DETAIL 40C TOE PROTECTION ( Not to Scale) PROJECT REFERENCE NO SHEET NO A-0009CC R/W SHEET NO. MECHANIZED CLEARING IN WETLANDS HAND CLEARING IN WETLANDS FILL IN WETLANDS S— S=Ditch Slope DETAIL 40D FALSE SUMP Not to Scale) GI C Proposed Dit h PROTECTION D AIL 39C I IPRAP - Y2- STA. 31+85 RT - Y2- STA. 34+12 RT -Y2- STA. 35+62 RT - Y2- STA. 39+63 RY DO NOT DISTURB EOTRIC MAX 0.5% PIPE SLOPE SITE 7 THIS SIDE OF ELBOW ROD AND LUG WIT -., ELBOWS) p WOOD TB JB w'M RCP_IV IMPACTS IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER A W �cC OT BURY ERT 50' 0' 50' 100' ____X OUTLET CHANNEL STABILIZATION SEE DETAIL 40F CLASS II RIPRAP 20 TONS, NO GEe -Y2- STA. 32+40 TO 32+63 RT SEE PFL FOR DITCH GRADE (1.4%) Min. D=3.0 Ft. Max. d=2.5 Ft. b=5.0 Ft. DETAIL 40B BERM 'V' DITCH ( Not to Scale) b GEOTEXTILE Type of Liner=Class I Ri Rap 96 TONS, 135 SY GEO DETAIL 40E FALSE SUMP ( Not to Scale) Outside Ditch Traffic Flow / S=Toe of Slope IN. ELEV=2424.5 TOE OF FILL -L- STA. 36+50 RT CARVER BRANCH 1S MPORARY IMPACTS { IN SURFACE WATER •UTLET CHANNEL STABILIZATION y,__ SEE DETAIL 40F CLASS II RIPRAP y PROP. RETAINING WALL #30 30 TONS, NO GEO BEGIN —Y2— STA. 26+60± END —Y2— STA. 28+75± ELBOW IMPACTS IN SURFACE WATER es ALLA "•c4 � WOOOs CIA 8 P /TY C 2 TONS,7 SY TOE PROTECTION\\ - E DETAIL 40 RIPRAP 14 ` C TONS, G a SHOULDER BERM GUTTER -Y2- STA. 27+00 TO 28+25, RT DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES MECHANIZED CLEARING DENOTES HAND CLEARING DENOTES FILL IN WETLAND REMOVE H SE SUMP SEE DETAIL 40D -Y2- STA. 39+00 TO 40+00 RT SEE PFL FOR DITCH GRADES DETAIL 40F OUTLET CHANNEL STABILIZATION �^� Not to Scale) �NGAt� und L=See below CRANK L BED Min. d=4 F. (Variable) NATURAL GROUND O0.p FILL 4J(RE SLOPE GEOTEXDLE Type of Liner=Class B Rip -Rap - Y2- STA. 29+75 TO 30+45 LT - Y2- STA. 32+70 TO 33+00 RT DETAIL 40G OUTLET CHANNEL STABILIZATION ( Not to Scale) a L — Length=16 Ft. CHANNEL BED Min. d=3 Ft. (Variable) -Y2- STA 27+46 87' LT (Length=30 ff) -Y2- STA 35+57 LT -Y2- STA 27+38 140' LT (Length=18 ff) ROBERT K. NORCROSS DETAIL 40H TOE PROTECTION (Not to Scale) Nolurol Ground d=0.5 Ft. 6=3 Ft. Type of Liner=Class B Rip -Rap Geotextile -Y2- STA. 36+50 TO 38+25 RT PERMIT DRAWING SHEET 9 OF 34 Q TEMPORARY IMPACTS CLASS I RIPRAP 4 TONS, 10 SY GEO LATERAL 'V' DITCH SEE DETAIL 40A DDE=1`0 CY It 0 On s MAX 1% PIPE SLOPE THIS SIDE OF ROD AND LUG WITH SKETS (ELBOWS) W00DS REMOVE H PLUG, IN SURFACE WATER IMPACTS IN SURFACE WATER OUTLET CHANNEL STABILIZATION SEE DETAIL 40G CLASS I RIPRAP 20 TONS, NO GEO DO NOT BURY INVERT MAX PIPE SLOPE INS' SI4ROFELBOW `O\\ N• }} WI GASKERODT$�QEtBOW$TH REMOVE H TOE PROTECTION SEE DETAIL 40C CLASS B RIPRAP 7 TONS, 15 SY GEO ISTING SITE 9 BERM 'V' DI SEE DETAIL TOE PROTECTION wG - SEE DETAIL 40H i \m DO NOT BURY INVER CLASS B RIPRAP Pin_ 45 TONS, 100 SY GEO \ / \ i C \ �m CLASS I RIPRAP 4 TONS, NO GEO t. FALS SUMP E � SEE �ETAIL 40D IMPACTS IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER ROADWAY DESIGN ENGINEER INCOMPLE DO NOT USE FOR HYDRAULICS ENGINEER FE PLANS R/ W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. AAARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 ROD AND LUG WITH GASKETS (ELBOW) BDO SPEC DSN BERM 'V' DITCH SEE DETAIL 40B ROBERT K. NORCROSS FOR -Y2- PROFILE, SEE SHEET NO. 72 PAVEMENT REMOVAL DETAIL 40A LATERAL 'V' DITCH Not to Scale) DETAIL 40C TOE PROTECTION ( Not to Scale) PROJECT REFERENCE NO. A-0009CC SHEET NO. 40 RAM SHEET NO. MECHANIZED CLEARING IN WETLANDS HAND CLEARING IN WETLANDS FILL IN WETLANDS IMPACTS IN SURFACE WATER //iiii/i��l�l\\\\\\ ////// A\\\\\\\\\\\\V� /l\\\\\\\„�� i-- i%% ,.. DETAIL 40D FALSE SUMP (Not to Scale) GI 5— S=Ditch Slope C Proposed Dit h TOE PROTECTION SEE DETAIL 39C CLASS I RIPRAP TEMPORARY IMPACTS IN SURFACE WATER 50' 100' -Y2- STA. 32+40 TO 32+63 RT SEE PFL FOR DITCH GRADE (1.4%) Min. D=3.0 N. Max. d=2.5 Ft. b=5.0 Ft. DETAIL 40B BERM 'V' DITCH ( Not to Scale) bl GEOTEXDLE Type of Liner= Class I Ri Rap 96 TONS, 135 SY GEO DETAIL 40E FALSE SUMP ( Not to Scale) Outside Ditch Traffic Flow IN. ELEV=2424.5 -Y2- STA. 39+00 TO 40+00 RT SEE PFL FOR DITCH GRADES DETAIL 4OF OUTLET CHANNEL STABILIZATION (Not to Scale) -_NG *- and , L=See below CHANN L BED Min. d=4 F. No,iable) NATURAL GROUND GEOTEXTILE Type of Liner=Class B Rip —Rap FILL SLOPE -Y2- STA. 29+75 TO 30+45 LT -Y2- STA. 32+70 TO 33+00 RT DETAIL 40G OUTLET CHANNEL STABILIZATION iu ',ferry ( Not ro Scale) r� o1. a ,.,� Length=16 Ft. "`"`°- ""' CHANNEL BED Min. d=3 Ft. IVadable) '; -Y2- STA 27+46 87' LT (Length=30 k) -Y2- STA 35+57 LT \ S=Toe of Slope TOE OF FILL 1,-72- STA 27+38 140' LT (Length=18 ft) i 72 STA. 31+85 RT i—_ii— _.�iiii/%iy.IISS///<— ////IF////L/�\,�,\q \RT` `'%„1/%%/j//��/am_ \\T—\\\ \ \��_�-- / 6Ei03ST_SET CH NELST ILI TIN\ % _J�1��——y./_— --�/�2a_==)i �'i %,ki� t_� —,�%-� �l—_ii7_Y2- STA. 35+62 RT�� .i�i—,/77/////\\\\� � ,% -Y2-5TA. 39+63 �% Is�\— —_'-\�" ",-Y2- STA. 34+12 RTISEE DETAlk 40F//,7/,.,1 r \_—_ %�`a jj �j\\��\�_\_7 OSS , \ CLASS 11 RIP(34-7� - —= 20 TONS,4O $i. — THIS SIDE OF SLOPE - -i SITE 7IOF ELBOW CARVER BRP1J2'H--� \ 1 \ �7 LV —� —�\ =. \ TEMPORARY IMPACTS'V\\\\\ v V v OP'cv,IN SURFACE WATER \ Vvvv v v vvv v v OUTLET CHANNEL STABILIZATION I I \ A \ V A \ V A V A A A\ \\ \� VE l t SEE DETAIL 40F ` _ J ( I ��RRR \ \ \ \ \ \ 1 i \ \ \ \ �\ CLASS II RIPRAP vy\ PROP. ROT IN�IN8 IWALL *30 1 1 \ \ V A \ 1 BARE4R LAKEY t �2 3040NS,N0 CEOA V A PECTIN Y- STA. 26+40( �� I \ \V A \ \ '\EN\D\ -Y TA. 28+75 __ -w VA SITE 8 IPACTS 1N - \\\\; \ \ 1 SUREAtE WATER '\\ ' \ 1 I I \ j _ _ wa6or__ GR y 1\\ \ I\ \ \111111\11 \ \ vvVA �V A\ _--- 1, \\ \\ A \ \ 11 1 1 �\ �/ \\II 4 AS0 CsEO� 1 CLA TONS, 1 b S CLASS- - i \� L \ �� I A -- C 2 TONS7T3Y- r — �' TOE PROTECTI \' s — %ii�/ cLaDsEre jiIP4R°A° I<`�,,` �AA � ��% ' TVA�\�1 V AA . 14 TONS, 31 SY a • } A X esr AV A O- VA AV A III If 111II jIII� J� •1\I111I II II II \III\III I '/ 11 1 11/c-\\\\\\\ I111111 // ��/,�// ��0111 1111 LSE SUMP SEE DETAIL 40D MA7(1a9 PIPE SLOPE THIS SIDE SURFACE WATER IN ,F IAlr�lllll lll1�1111 111111\\VAA TOES PROTECTION —�ll2�AiA\((I 111I11 I111I111 �w� vvvv + SEE DETAIL 40C \VA��_ \I_I ,111111.ILIII1� �v�AAA�AA�� DENOTES FILL IN WETLAND C .mod'" 2GI E 1B' F DE,__— \�\\\\\\✓, f ;' yy�!_� F� , /i. /ice%, i i i i IMPACTS IN SURFACE WATER DETAIL 40H TOE PROTECTION (Not to Scale) Natural Ground d=0.5 R. 6=3 H. Type of Liner= Class B Rip -Rap -Y2- STA. 36+50 TO 38+25 RT PERMIT DRAWING SHEET 10 OF 34 TEMPORARY IMPACTS IN SURFACE WATER Att 40t' IMPACTS OUTLET CHANNEL STABILIZAT — -- SEE DETAIL 40G- — — — CLASS I RIPRAP- — -20TONS, NO 0E0 -DO-NOT -BURY- NVERT-- SEE D AIL 4\ SITE 9 ROADWAY DESIGN ENGINEER INC t•MPLE DO NOT USE FOR HYDRAULICS ENGINEER FE PLANS R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 BERM 'V'-D1 E d'-ROBERT Ke —100- SPEC_D ----NOR6R0 _TOE-PROTFCTrow v _SE€-DETA L 401�,.BERM 'V' DITCH CLASS B RIPRAR — -- - .45 TON I06�SY'G€0- — — -- --.SEE_ DETAIL CLASS I RIPRAP — i �/ — 7/// 4 TONS, NO- GEO \' —7 7-/ 7-'�—� —�_— � / 7-- — �� ,/ /// \ i��/ ��./i' ��_� �� -vim/ //V// iiii �i i-=vim-� ��aVA\�A\,� ,IY//Uiii/i✓iiii///// -_ .vAA- FOR -Y2- PROFILE, SEE SHEET NO. 72 CO 0 N 0 5 10 PROJ. REFERENCE NO. SHEET NO. ■■■■■ A-0009CC X-119I 110 60 50 10 0 10 20 30 44 50 00 0 1:0 "<0 SO 40 30 20 150 140 130 120 110 100 90 00 70 60 70 00 90 PERMIT DRAWING SHEET 11 OF 34 1III IIII SCALE 1 1 1 1"=20' HORIZONTAL 1"=20' VERTICAL 2Fi4 2k#b 2525 , ` r I 1 9590 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ -ill ii ■■:):T 1 1 111111 iiii"_i ..............................................................................■ ■■■■■■■■■■■■■■ ■■■ ••• -505 1 25115 / / _ -_ ■ ■■■■■■■■■■■■■■■■■■■■. 1 ■■■■■■■■■■■■■■■■■■■■■111111111111111111111111111111111111111111111111111111111111111111111111111 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 2500 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ mom1M 2500 - _■ «w " '_' __. ■. 111111111111 2495 2490 -_ �A _ — - - Fill- _ 2490 1 111 ■■■■■■■■_. •••••••••••••••••••••••••••••••••••••••••••••••••••••••• 111111111111111111111111111 ii liy L IWE.T. IN7/ 1 2485 ?485 .11■11■1■M1 _■■_■■_■■■_■ ■■-■■-■■■—■ .. ■1111111�=1 2480 24Q� i ■.■■■■■■■..■■■■■■.■..■■■■■■.■..■■■■■■.■..■■■■■■.■..■■■■■■.■..■■■■■■.■..■■■■■■.■..■■■■■■.■..■■■■■■.■.■..■■■■■■■■■■■■■■■.. ■■■■■■ f ' .............................. 1 •!!,!!,1,-1 2475 2475 �`-- -----�� S S 2473 03 •11:11::• •••_••_ -• • 2470 2470 // ••=••= m • 9465 /[r 2465 _ 2460 i 1 1 2460 CROSS SECT 2455 -. WETLAND 2455 _ 2450 ■rQ.4ri�; ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.", rn■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ S SITE 7 2455 / _ -- 2440 s Le _ I i 2440 / - 2435 z 2435 �7 _ rJ0.0O 2430 2430 _ 26 + 2425- 2425 1 60 50 40 3C DC 10 0 1P 20 30 40 50 6d 70 Bd 90 00 2 200 190 180 170 160 150 140 130 120 1)0 100 90 BC TC REVISIONS co 0 0 w -o 0-1 METES & BOUNDS OLD NC 28 From To Direction Distance A B S 41° 15' 05' E 90.11' B C S 50° 40' 15" E 37.42' C D S 85' 45' 59' E 39.64' D E N 58° 32' 14' E 42.05' E F N 25° 05' 07" E 37.05' F G N 2° 03' 42" E 39.94' G H N 2° 07' 51" W 84.63' H J N 3' 00' 57" E 66.88' DETAIL 41A STANDARD BASE DITCH Not to Scale) Nat rol Ground Ground Min. D=3 Ft. Min. d=3 F. 'When B is < 6.0' B=5 Ft. Type of Liner= Class II Rip -Rap DETAIL 41B TOE PROTECTION (Notto Scale) NATURAL GROUND d=1.5 F. Type of Liner=Class I Rip -Rap GEOTEMILE -Y2- STA. 44+80 TO 44+83 LT -Y2- STA. 48+00 TO 50+50 LT DAYLIGHT AT 3.5% SLOPE a5— S=Ditch Slope JOHN M. STUART, III C Proposed Dit h -Y2- STA. 41+38 RT -Y2 =-STA. 44+00 RT ' « cfl i� STANDARD BASE DITCH IL 41A tj."" SEE CLASSE IIRIPRAP 4N'± �\ t 38 TONS, NO GEO 0 DO NOT BURY INVERT vi DANNY K.JO'FAN 4y F GRADE 7 \ -yTO DRAIN V Q9 "' o' <,_��V PROP. 'GRADERIVE TO DRAIN REALIGN SOIL DRIVE RELOCATE GATE BY OWNER ", GRADE DRAIN FILL SLOPE NATIVE MATERIAL SHALL FILL VOIDS IN RIPRAP DETAIL 41C CHANNEL CHANGE ( Not to Scale) Proposed Natural FillSSlope Ground �-- 1',Ft. � J Min. D=2 Ft. Exist. Channel CLASS II RIP -RAP RRT Min. d=2 Ft. KEYED -IN ITT.) B = 5 Ft. Type of Liner=Class II Rip -Rap b=5 Ft. NOTES: 1) CLASS II RIP -RAP SHALL BE EMBEDDED IN ORDER TO NOT IMPEDE AQUATIC ORGANISM PASSAGE. NATIVE MATERIAL SHALL BE PLACED ON TOP OF CLASS II RIP -RAP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED AT PROJECT SITE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER. DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER -Y2- STA. 46+95 TO 49+50 RT -Y2- STA. 52+00 TO 53+00 LT SEE PFL FOR CHANNEL CHANGE GRADE PERMIT DRAWING SHEET 12 OF 34 DETAIL 41D TOE PROTECTION ( Nat io Scale) Natural Ground GeoteAile Type of Liner=Class B Rip -Rap -Y2- STA.49+50 TO 51+00 RT TEMPORARY IMPACTS IN SURFACE WATER IMPACTS IN SURFACE WATER IMPACTS IN �. SURFACE WATER WOODS SITE 10 MAX 1.0% PIPE SLOPE THIS SIDE OF ELBOW ROD AND LUG WITH GASKETS (ELBOWS) / MIN 1.5% PIPE SLOPE THIS SIDE OF ELBOW v// Q // a PROP. js,W DRIVE PROP. DRIVE REMOVE DI C C — 0LOvdAECE FILL GT FALSE SUMP SEE DETAIL 41E Ex, ELBOW WOODS i _ / PROP. DRIVE F \BDO SPEC D� '/�/ � UT TO FILL TRANSITION F� jE CLASS B RIPRAP 8 TONS, 18 SY (GEO-ds w ROBERT K. NORCROSS FILL EXISTING ING CHANNEL W/ COMPACTED ACKFILL DAVID M. HOLDER 'CHANNEL CHANG 1"SEE DETAIL 41C CLASS II RIPRAP 420 TONS, NO GE DDE=835 CY 51� TOE PROTECTION SEE DETAIL 41B CLASS I RIPRAP 115 TONS, 160 5Y GEO WOODS SHOULDER BERM GUTTER -Y2- STA. 47+50 TO 52+57, LT CUT TO FILL TRANSITION CLASS I RIPRAP 25 TONS, 35 5Y GEO WOODS PDE PDE —� SITE 11 CHANNEL CHANGE SEE DETAIL 41C CLASS II RIPRAP 153 TONS, NO GEO DDE=185 CY RBARA LAKEY OD AND LUG WITH GASKETS (ELBOWS) �JS IS W0005 CLASS I RIPRAP 3 TONS, 7 SY GEO WOOD/ 0 NOT BURY INVERT 1.0% PIPE SLOPE IQ� THIS SIDE OF ELBOW // JB w/MH DO NO INVERT IMPACTS IN SURFACE WATER ----- TEMPORARY IMPACTS IN SURFACE WATER JB w,Slab Lid SITE 11 SPRING U SPRING BO PROJECT REFERENCE NO. A-0009CC RAN SHEET NO. ROADWAY DESIGN ENGINEER INCc•MPLE DO NOT USE FOR SHEET NO. HYDRAULICS ENGINEER C E PLANS LBW ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 TEMPORARY IMPACTS IN SURFACE WATER ROD AND LUG WITH GASKETS / (ELBOWS) I / // ELBOW DE TO DRAIN BDO REMOVE HW WOODS EXPRESSWAY GUTTER -Y2- STA. 51+25 TO 57+76±, RT IMPACTS IN SURFACE WATER TOE PROTECTION SEE DETAIL 41D CLASS B RIPRAP 44 TONS, 98 5Y GEO TEMPORARY IMPACTS IN SURFACE WATER 50' 0' 50' 100' 25' 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. \\ CRE*S BROTHERS, LLC FOR —Y2— PROFILE, SEE SHEET NO. 72 3 7 co LL METES & BOUNDS OLD NC 28 From To Direction Distance A B S 41° 15' 05' E 90.11' B C S 50° 40' 15" E 37.42' C D S 85' 45' 59' E 39.64' D E N 58° 32' 14' E 42.05' E F N 25° 05' 07" E 37.05' F G N 2° 03' 42" E 39.94' G H N 2° 07' 51" W 84.63' H J N 3' 00' 57" E 66.88' -- 0. � � ` a9° J h . • /". �--_�,._./.�--f �,...... �FALSE SUMP.- "\_ 1 I I 1 \ C DETAIL 4 \� — — \ `(. ,-\\ REALIGN SOIL "\\� \ S .I $ I\\. � 'gyplt- =` I%II 11`II \\ f DRIVE \\ sore ( WP' GOR°aEIN \ 0� II � r/ //, ' Q I` ..--- -- _,..,_,...,:__SEE \, \A A\\It\\` \ ///O I I �)_.. - �� ''qDS. � \\,A) r \\ VIvI \1 11 I \\I I )In\ \\ 1 A � I((\ 11vPRORt bRIWE ��/, /,. — �e \ A 1\\I}- I \I J\ \ I J I I III I. qR� C/^<� \ J\\_ _\ \ BDO SPEC DSj E/ ,` 111LI'II I( 1/i 1� I 1111 /, // I 1 1 I RE I� I'JERlA\E \ `� \— i � . �i i s F C / E ' CLASS a RIPRARPANSITION :// //// /(l (1 I V I �A A _ — �� % _ �/ 8 TONS,i18 SY \ tAI\\/ l\\V \\\\'—,�/ i--; ///////////I ,1 1\ \\,\ \ \ \ \//// //j'_----//////////2'�/ i ( \ \s5 €, 3s "V \i\ \� \v v�a� �� s. -� — ice "ii%/i —v //l//////%////111'-0\ "- \ -f% 1 a tt 'p` �\ \ �� --- iiij a 2 (///// 11 i </ ` ' ) )/7 `=7.8 II\ \\` \\, JHN 1. SITORTi IIII I A. I \\\\ A \\\77\ \\\ vvvv vvvv \ \ \ \'\ \\ �\ ''�I VAVA NN- NON\ � /\\\ sue•\\N • cN I I 1 $SEE p DARD BASE DITCH N1` 2 rl I 1 CLASS II RIPRAP - 7� V A 38 TONS, A` NOI,GEOV (b1 IL�\ / )A4o NOTvBUYNYE T\ /V/A:`)/1 //IvVv*Ot.,.- 1 ,,. \\\ —\`--- ---. LPG/D IV�• 11A\\\VAvv —�� TOE/DRA1 1 1 \ \ \ N, N N �� '\� 1 \\\\�\\\\ \ Q\L��//�P \��\\\\\\\�\p//Q P/ 2 \\ DETAIL 41A STANDARD BASE DITCH ( Not to Scale) Nat rol Ground Ground Min. D=3 Ft. Min. d=3 H. "'When B is < e.a' B=5 Ft. Type of Liner=Class II Rip -Rap -Y2- STA. 44+80 TO 44+83 LT DAYLIGHT AT 3.5% SLOPE a5— S=Ditch Slope NATURAL GROUND DETAIL 41B TOE PROTECTION (Notto Scale) GROTE/MLR d=1.5 H. Type of Liner=Class I Rip -Rap -Y2- STA. 48+00 TO 50+50 LT FILL SLOPE NATIVE MATERIAL SHALL FILL VOIDS IN RIPRAP DETAIL 41C CHANNEL CHANGE ( Not to Scale) Proposed Natural �n FillSSlope Ground �� J CLASS II RIP -RAP R>1 Min. d=2 H. Exist. Channel KEYED -IN (TYP.) B=5 Ft. Type of Liner=Class II Rip -Rap b=5 Ft. NOTES: 1) CLASS II RIP -RAP SHALL BE EMBEDDED IN ORDER TO NOT IMPEDE AQUATIC ORGANISM PASSAGE. NATIVE MATERIAL SHALL BE PLACED ON TOP OF CLASS II RIP -RAP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED AT PROJECT SITE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER. Min. D=2 Ft. -Y2- STA. 46+95 TO 49+50 RT -Y2- STA. 52+00 TO 53+00 LT SEE PFL FOR CHANNEL CHANGE GRADE C Proposed Dit h \ 1,., t,, t t -Y2- STA. 41+38 RT v v 1. I I f V, t Y2�sT 44+oo RT , \\\\. \i.: ,.1 -1 \ \ I \' \ \ \ \ , \ \ \ \ \,, v\ v v v v vv`, vyy vvvv \ \ \ \\\,V A\ \\ V Al, \\\\\ V \ VA vv ` VA\\VA \ V vv v't J VA\\VA \ \Av 3;, v I I I\ V\ A A v v 2G�A F TEMPORARY IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER IMPACTS IN SURFACE WATER \ \I , DAfID M.HOLDER V I 1 7 \'7 A II 11 I 1 vV A'\ I I I I I I \ \ \ \ I I V AvvAAVA\\\\IVAI II st�_ \\ \" \ . \7_) A l \ \\ \ \\ TOE PROTECTION J / ;I+i- "�' `.�,,,e� --) / SEE DETAIL 41B CLASS I RIPRAP � \ ' \��\�� \�J l, i/JJ' 115 TONS, 1603Y&EO ', SITE 10 illle`IIIII1 \\\ _ ; = n== /" rt\ -\ \ \ \\\11� III\\\-�LDA�-4i °°Sa 9 -5 Sr, LT N- // \\A1 \II\'-\� u PERMIT DRAWING SHEET 13 OF 34 PROP. R,, DRIVE ROD AND LUG �WITFZ G`,ASI4ETS--(�LRYJSr —— \� IN 1.5% PIPE SLOPE THIS SIDE OF ELBOW \ / \\ v,- PROP. DRIVE REMOVE DI/ / C _ COW'AECE_EILl C — — — — GTo �� 7'7 H BE TT�c NOR ROb // //7/// (I I1 � l l \ \ � 7 7, � II71 A (I I V 7 I / � CLASS �/ 1 \ \ \ \----7 1 I I I I 1 I, _ _DDE-83CY` 1111jAAI A �� __ �e = 'VAA�A <�%//%//�/��11A� A\lAV\)11/�l A v wv_ ..r lv(II—�- ( v v vv v vvv TEMPORARY IMPACTS -- �'�\\VAAAVAAAI\IIII AAI�� VVA\ \VA v vv— VV I\ v� v VA�v ` _ v vvAvvvv � �vv�vvv IN SURFACE WATER). FILL EXISTING G CHANNEL W COMPACTED \\gACKEILL '1CHANNEL CHANG _ 'SEE DETAIL 41C II.RIPRAP 420. TONS, NO GE \IAA\�, ///,'�",, = �IIIIII/ = A\VA1 1111111V11w `vv v�—"/i//// / ,��/, ,"))/IIIII�:� l �v��AAA\\VAVIVA11V1\v� vv e�� w AAVAy — �� Av/�//////i /old NOTE: ALL DRIVEWAYS ARE TO BE ASPHALT UNLESS OTHERWISE NOTED. \II II\\\\\\\\\\END \�\ PER C OSS SOECTIONSN OF ,THE CONTRACTOR DRIVEWAY SHOWN SOHALL E TENDN PLANS PTHE DRIVES AND VA��I\��AAVANN �� PAVE UP TO THE RIGHT OF WAY LINE. FROM ROW POINT ON MATCH `` _ - DRIVEWAY IN KIND, UNLESS OTHERWISE NOTED. CUT TO FILL TRANSITION CLASS I RIPRAP 25 TONS, 35 SY GEO vot WOODS DETAIL 41D TOE PROTECTION ( Nat to Scale) Natural Ground Geotootile Type of Liner= Class B Rip -Rap Y2- STA. 49+50 TO 51+00 RT IMPACTS IN SURFACE WATER CHANNEL CHANGE SEE DETAIL 41C CLASS II RIPRAP 153 TONS, NO GEO DDE=185 CY JB W PDE —ems SITE 11 PDE //eel %- �j/,/ i— DO NO // �//7777—3NVERT a>' —° / //// z� / iii/ J ��// r/___ -- -TEMPO RA AX 1.0%-PIPE SLOPE THIS SIDE 0E- ELBOW JB WrSJOBt_ SITE 11 PROJECT REFERENCE NO. A-0009CC RAM SHEET NO ROADWAY DESIGN ENGINEER INC c•MPLE DO NOT USE FOR SHEET NO. HYDRAULICS ENGINEER C E PLANS L1W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 TEMPORARY IMPACTS IN SURFACE WATER ROD AND LUG. WITH GASKETS (ELBOWS) G� _- �/ i 1` i/ • �jj/ Bpi' �72'77////ll//z//// /�// j i%/ice _�_� RADE To vv ii ///'/ // ,//i// = Q DRAIN 7 77 AAA _ /%///%/ /////� //i/i = //i/ - \� � �/i/ // ///iii/ — �� 7/7//i' ////i c�sg \ /iii/////////// �� /MH / \7 /i / �� i ///,//e//////////ice _ �� R.Yr / /i/ - \� - 72 7/////////// �j/ �\� iii/j7 7/\ // //V////// //j%�� --CBE ' / \4////// /// i//ii �' ,. .„,---/ iii j///''''' // j i�j �� \ ' - EXPRESSWAY GUiT % /% j%/%///// ��——_��\�.'"- \ EIS /�// / \ � /� /'' � �ii%/iii i� % �\\ ��\� �\\\ IMPACTS IN � ��/�i��/�/i/i��%_ ��wSURFACE W — � / ii---- E/ /TOEPROTECTION // / ./—_////%�//////�///////j QLASDSNARIPRAfY r////////////j/// �� _-�, �1:117:///:///'///:- ///// %�///%/i �� O S, 98 S GEO, / _ / / RY IMPACTS IMPACTS IN '% _ �- SURFACE WATER SURFACE WATER 81413 tP=L c r= r===%i 50' 0' 50' 100' 25' 7. FOR —Y2— PROFILE, SEE SHEET NO. 72 RFVISIONS co 0 0 0 IO r T O IZ cNi LU LU 2 4 $ —Y2— CURVE DATA —DR4— CURVE DATA P1 Sto 70+28J8 A = 50'56'38.0'MT) D=3'53'51.6" L = 1.307D3 T = 70027' R = 1e470A0' SE = 0.08 DS = 60 OH V � \ E WOODS EXPRESSWAY GUTTER -Y2- STA. 51+25 TO 57+76±,RT WOODS BERM 'V' DITCH SEE DETAIL 42A P1 Sto /0+77.95 P1 Sto 11+22.09 = 24'42' 06.2' (LT) Ls = /0' 28' 29.8" (RT) D = 57' /7' 44.8" D = 22' 55' 05.9" L = 43.1/' L = 45.71' T = 21.90' T = 22.92' R = 100.00' R = 250.00' ✓st ire/G{CCI WOODS WOODS JAMES P. EWING. TRUSTEE. ET AL CLASS I RIPRAP 4 TONS, 12 SY GEO ROD AND LUG WITH GASKETS (ELBOWS) REMOVE HW WOODS CON SHO BOX IMPACTS IN SURFACE WATER CREWS BROTHERS. LLC DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER 50' 0' 50' 100' 25' S In c4RfreRS ANCy W \ WOODS SHOULDER BERM GUTTER -Y2- STA. 58+90 TO 63+22, LT WOODS SITE 12 REMOVE PROP. DRIVE Alb it IDER ADDING AGGREGATE LDER DRAIN OR SPRING BEFORE FINAL PLANS. I RIPRAP TONS, 7 SY GEO TOE PROTECTION SEE DETAIL 42B CLASS I RIPRAP 35 TONS, 50 SY GEO RAL BASE SEE DETAIL 42C CLASS I RIPRAP 55 TONS, 77 SY GEO DDE=40 CY DETAIL 42A BERM 'V' DITCH ( Not to Scale) RD Gewe.tile Min. D-1.5 Ft. b=2 Ft. Type of Liner=Class B Rip -Rap 45 TONS, 100 SY GEO -Y2- STA. 55+00 TO 55+71 RT SEE PFL FOR DITCH GRADES RETAINING WALL DETAIL 42E CONCRETE DITCH BEHIND RETAINING WALL I Not to Scale) E BOND N BREAKER D= 1.0' B= 1.0' NATURAL GROUND -Y2- STA. 63+75 TO 66+02 RT (SEE WALL ENVELOPES FOR DITCH GRADE)O WOODS IMPACTS IN SURFACE WATER —E DO NO : VERT �F F 1 4 // --- e--0WOODS--C---- C -- 0. DETAIL 42B TOE PROTECTION (Not la Scale) b=3d=1 Ft. Ft. Type of Liner=Class 1 Rip -Rap -Y2- STA. 58+49 TO 59+18 RT DETAIL 42F STREAM RESTORATION ( Not to Scale) CLASS II RIP -RAP KEYED -IN j1YP.) Type of Liner= CLASS II RIPRAP 120 TONS Ground Length=41 Ft. Min. D=3 Ft. B=4 Ft. -Y2- STA 67+96(68' LT) TO 68+26(90' LT) SEE PFL FOR CHANNEL GRADE (4.9%) esr PDT, PVC SPRINGII BOX m WOODS SITE 13 TQ /24.CMP OUTLET CHANNEL STAB! SEE DETAIL 42H CLASS II RIPRAP 8 TONS, NO GEO SITE 12 24" ' COLLAR -EXTEND LATERAL 'V' DITCH SEE DETAIL 42D DDE=35 CY CREWS BROTHERS. LLC WOODS WOODS 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. WOOF, DETAIL 42C LATERAL BASE DITCH (Not to Seale) GEOTEOILE *When B is < 6.0' Type of Liner=Class I Rip -Rap Min. D=1.0 Ft. Min. d=To NG B=3.0 Ft. b=2 Ft. -Y2- STA. 59+18 TO 59+53 RT SEE PFL FOR DITCH GRADE (18.6%) DETAIL 42G FALSE SUMP (Not to Scale) -Y2- STA. 63+62 RT (? TOCH ISCARFM1VER BRAN TOE PROTECTION SEE DETAIL 42J CLASS I RIPRAP 68 TONS, 95 SY GEO Fill Slope DETAIL 42D LATERAL 'V' DITCH ( Not to Scale) -Y2- STA. 59+53 TO 59+90 RT SEE PFL FOR DITCH GRADE (4.5%) PROP. RETAINING WALL #32 BEGIN —Y2— .58+90± END —Y2— STA. -± Iv --L-/ DR4— INTERSECTION WOODS FALSE SkJMP SEE DETAIL 42G P INYt4G WALL #33 /CONCRETE DITCH BEGIN 42— STA. 63;05± END 2— STA. 6 02± • WOODS EUGENE R. *IECZOREK DETAIL 42H OUTLET CHANNEL STABILIZATION (Not to Scale) Length=8 Ft. CHANNEL BED Min. d=2 Ft. (Variable) -Y2- STA 60+03 LT 0 TEMPORARY I IN SURFACE WOODS RCP -IV G E FACED ONCRETE BARRIER CONC. DITCH BEHIND RETAINING WALL SEE DETAIL 42E CTS GR IL ROC 4 ROBERT PEASE C3 DO NOT BURY INV PROJECT REFERENCE NO. A-0009CC KW SHEET NO. ROADWAY DESIGN ENGINEER INC c•NMPLE DO NOT USE FOR SHEET NO. HYDRAULICS ENGINEER FE PLANS R6W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1s WOODS RETAIN AND EXTEND STA-.1@6'x6' RCBC �-\r�1UTLET S Sf — MTL FONTANA RD.) C 15" RCP -IV WOODS IMPACTS IN SURFACE WATER DEAN A. HORNING END CONSTRUCTION —DR — STA. 11 +10.00 ROCK EMBANKMENT -DR4- 10+35 TO 11+30 LT SEE DETAIL SHEET 2X-X. TRANSITION FROM TYPICAL AT 10+35 TO 1.5:1 AT 10+60. MAINTAIN 1.5:1 FROM 10+60 TO 11+ PORARY IMPACTS SURFACE WATER DETAIL 421 OUTLET CHANNEL DETAIL ( Not to Scale) Graara°rr — CLASS II RIP -RAP KETE,IIN ION — — ad Length=20 Ft. 0HANN L BED d=3 Ft. Min. (Variable) -Y2- STA 67+56 RT r TGS ENGINEERS 201 W. AAARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 PERMIT DRAWING SHEET 14 OF 34 ROBERT K. NORCROSS 7 CY GEO SITE 14 MOVE Now DETAIL 42J TOE PROTECTION (Netto Scale) GEOTENILE d=1 Ft. Type of Liner =Class I Rip -Rap fILL SLOPE -Y2- STA. 61+50 TO 63+50 RT rRESTORATION E DETAIL 42 tE=160 CY SITE 15 F4H , POOH 's 01)1.110111.1, • iI'IH ft SITE 14 000 SHOULDER BERM GUTTER -DR4- STA. 10+ TO -Y2- ST 70+50, R T OUTLET 6NNEL DETAIL 421 TONS CLASS II ROBERT K.NORCROS DO NOT BURY INVERT CLASS I RIPRAP 2 TON, 8 SY GEO S F BARN ROCK :'-. FOR —Y2— PROFILE, SEE SHEET NO. 73 FOR —DR4— PROFILE, SEE SHEET NO. 77 PROP. RETAINING WALL #32 DETAIL 42C LATERAL BASE DITCH 1 Naha Scale) GEOTE%TILE *When B is < 6.0' Type of Liner=Class I Rip-Rop -Y2- STA. 59+18 TO 59+53 RT SEE PFL FOR DITCH GRADE (1B.6%) DETAIL 42G FALSE SUMP (Nato Scale) -Y2- STA. 63+62 RT 66 15" RCP -IV SINGLE FACED -'CONCRETE BARRIER. co REVISIONS JS —Y2— CURVE DATA Pt Sto 70+28J8 A = 50'56'38.0'fRTJ D = 3e 53' 51.6' L = 4307A3 T = 70027' R = te470.00' SE = 0.08 DS = 60 OH V � \ � —DR4— CURVE DATA P1 Sto /0+77.95 P1 Sto 11+22.09 = 24'42' 06.2' (LT) 0 = /0' 28' 29.8" fRTJ D = 57' /7' 44.8" D = 22' 55' 05.9' L = 43.1/' L = 45.71' T = 21.90' T = 22.92' R = 100.00' R = 250.00' WOODS WOODS 1 ,t 1 Tl y\ z1 An_ r�V Av/ �/ / i 77 . / \ -\ �- J/ fl/ i 111/ 1 \II mo, _� \\ \\ `�` \ — \"�s ee — E�BS A^'CN —1 \t1 Ili J"'VI 0/ // \ �' V A v - s�;� - - �« ��— _ J IES P• `1L',4Ge�TRR E:ETvAL' 'v -� A1w w � vv v--� — v V V A A \ V' 7 AA 7\ __---- vvVAv\vvy vvvvv �y N IMPACTS IN -_ -- 4G\or�IS,`pz"r GEO \\\\\ SURFACE WATER DETAIL 42A BERM 'V' DITCH ( Not to Scale) Geoleiile Min. D-1.5 Ft. b=2 Ft. Type of Liner=Class B Rip -Rap 45 TONS, 100 SY GEO RD -Y2- STA. 55+00 TO 55+71 RT SEE PFL FOR DITCH GRADES DETAIL 42E CONCRETE DITCH BEHIND RETAINING WALL ( Not to Scale) E RETAINING BOND N WALL BREAKER D= 1.0' B= 1.0' NATURAL GROUND -Y2- STA. 63+75 TO 66+02 RT (SEE WALL ENVELOPES FOR DITCH GRADE)Q DO NO F F PDF• EXPRESSWAY'5,l 'T 7tl -Y2- STA.51+251 To, \ \ -- 57 I- 76+, RT \ ��Saa ODvA�� LUG F \ \ \ I \ — \ \ V A \ SPRING BOX SMOULbER-BERM' GI) E\2 \ 0 Y S v8+90 TO LTA • O _ CON �A�IA��A��A�VAAVA — i�i A;SHO BERM 'V' DITCH-- /�i� ��\ SEE DETAIL 42,4 —` .\\\\ PROP -DRIVE IDER ADDING AGGREGATE LDER DRAIN OR SPRING BEFORE. FINAL PLANS. \ \ �� / 35 TONS, 50 $SY GE0 LATERAL BASE ��/ l//// _ �� TONS, -V GEO / J / / TOE PROTECTION / / SEE DETAIL 82$ vv\v / /iii// FACE WATER PACTS IN EC �% _ CLASS I RIP_RAP� 42C RAP CLASS ,77SY GEO //j/ oDE-ao cY DITCH VA VAv // / /// v�-�/ „vvA \\\\\\\ DETAIL 42B TOE PROTECTION ( Nol la Scale) d=1 Ff. b=3 Ft. Type of Liner=Class I Rip -Rap -Y2- STA. 58+49 TO 59+18 RT DETAIL 42F STREAM RESTORATION ( Not to Scale) CLASS II RIP -RAP KEYED -IN (TIP.) Type of Liner= CLASS II RIPRAP 120 TONS Ground Length=41 Ft. Min. D=3 Ft. B=4 Ft. -Y2 STA 67+96(68' LT) TO 68+26(90' LT) SEE PFL FOR CHANNEL GRADE (4.9%) Min. D=1.0 Ft. Min. d=To NG B-3.0 Ft. b=2 Ft. Fill Slope OUTLET CHANNEL STABILCLAS SEE DETAIL 42Hi \� 8 TOII RIPRAP NS, NO GEO �V A TEMPORARY IMPACTS \ IN SURFACE WATER - VV AVA /j /// / / — A vv \\\\\AAAw////%///%//i' \\\\\\\\Vwv — �/ ///// ////,_ <- r DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER 50' 0' 50' 100' 25' — 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 42H OUTLET CHANNEL STABILIZATION (Not to Scale) Length=8 Ft. CHANNEL BED Min. d=2 Ft. (Variable) -Y2- STA 60+03 LT DETAIL 42D LATERAL 'V' DITCH (Nollo Scale) -Y2- STA. 59+53 TO 59+90 RT SEE PFL FOR DITCH GRADE (4.5%) —SEE DETAIL 42E IMPACTS IN 1�11�1?TZZZZ((\ PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER INCc•MPLE DO NOT USE FOR SHEET NO. HYDRAULICS ENGINEER r E PLANS R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. AAARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 B SISTA. 58+1012,,,,,a III 1�� iiuo';1 11 111111111111111vvvvvvvv _ SHEET 15 END- Y2 STA. . + 83//// �� Illlll��l� �� IR4- INTE /// /I CO)i/iii %/// //// /III;, b \\\\ / iil)l1 Yid 1 ��\\\\\\\� �BERLaiO—�ry.��/ypphi� s/%// — �A\VA A\ \�Avvvvvv� i// /moo \�=YEi14PiiiY- IMPACTS llr \ \ RO�E�} RFACt WATER ti RbcK'T—T,/mil.. _\1=T•1D •AAVA. l0 ni.z. ITCF�BEHIN7D— _° � \6 tEiA�NING WALL- -- 6' \\ A76 - t SURFACE WATER 34 DETAIL 421 OUTLET CHANNEL DETAIL ( Not to Scale) — CLASS II RIP -RAP KETE,IIN ROCK EMBANKMENT -DR4- 10 135 TO 11130 LT SEE DETAIL SHEET 2X-X. TRANSITION FROM TYPICAL AT 10+35 TO 1.5:1 AT 10+60. MAINTAIN 1.5:1 FROM 10+60 TO 11+3 — — ad Length=20 Ft. CHANN L BED d=3 Ft. Min. Na,ia5le) -Y2- STA 67+56 RT DETAIL 42J TOE PROTECTION ( Not to Scale) GEOTERTILE Type of Liner -Class I Rip -Rap i SHOULDEII BERM GUTTER -DR4- STA. 10+ TO -Y2- ST 70+50, R CU -'T OUTLET ANNEL SEE DETAIL 421 , 35 TONS CLASS II �lll�018. ORCROS IW' ll !jPt� ill "Ilbb' NOT BURY INVERT �'„II, CLASS I RIPRAP 2 TON, 8 SY GEO 0 JO co No 0. /LZ 44, LO , I\ FOR -Y2- PROFILE, SEE SHEET NO. 73 FOR -DR4- PROFILE, SEE SHEET NO. 77 PROJECT REFERENCE NO. SHEET NO. A-0009CC 2220 2210 2200 2190 2180 2170 2160 2150 2140 2130 2120 W-- i--YYYYI oREEEM —1.— AAAAAAI .>..rei i•'mr.Wti .:A 7... 1 Og II a IwMY.v.. .• MI Y� YY\' IY�••••= ENE _Y2_ NC 28 11111110h 11141�r! �'r:r III!1!!'III!ri III111 1:1!, 12:1 ••11-C3:1G,� 1111113011 o1€ . S.•1V 1AA AA MI I... El .1/1 i-------------------- iiYYYI M'. 17 • I 'I FE., E.I'JA.I -J. YYY. .I aXVI .1•.La•=411.../ Y.TIYYYI IA\ r i.i \ ..✓_ I\V 1 .A YYY. •IilY--- -. i..riY�iYYI---ii i--YYYIYYI---YY7i i MIYi............Y..•iYMMI ---- M•YY Ml-•i NEI EiM �i -- �I= YMMMYY.Y• — i= Y�MMM YI --- .I'.1 IH, I CM ral. MI YYYIYI. i=MU MI II wl1 ■ I C 111 ■ r r MEI MMY�=i. IC ..� .—•,1 I\il glii MEE � :_i.. e .li YYi.Y�YYI i IIl A C� �— ---.. E1iN.. =1 ..MIIMINIMIM .iG7C=l-J-.YYENE YYYI.... �cI:1 -I- . Mai a .I.•.••FmlimIGG7E.-1 1. wi 1i••• =r — �(L= .... YY YY .7 .i Y.IYI MM YYI _u_ •• YY.REM Y�li ME ME •EI MEM LY A PI rMr. 1" 1J71. r 11'.i lr, U'I PERMIT DRAWING SHEET 16 OF 34 ...L L. A PI ..... I••LII SIC_ •M e_ 'Cr 1Gai7s=eP. .�=w ur.murrrm I/9v,rwrr rV'/A'Ii Y.11S1•Ir�l•� \t.l •J•-1 iI \ M5.-- —.-----ii-- - �o= mlil n .mnnra.r. •l IC, IIL"DOM.LEM: : I I I I I I I I II I I I I I I I I I� EXISTING STREAMBED PROFILE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIr-1111111IIIIII11111ri EXISTING RIGHT TOP OF BANK 11111111 1 .1••I IIR11'F• PIFILI•I T1.I .Jr 1 MEEI IIIL!l•IIP1I IJOI FIFI •1\ 11111\ iL IG.1 ,A.r,l/. 1110 I,' ••C�I..I Ir61.Ar .1 j EMMEN ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 1111.....1 i••.••�. I .NE 9-I r 'II _rILILi•J .I.... 11'l. ■ .I1.MEN OUTLET @6'x6' RCBC P R O F LE A L O G 5 E 1 4 T U C T U E =1\ VET L. = 2129.1' EXISTING LEFT TOP OF BANK n ri•• • • EXISTING RIGHT TOP OF BANK EXISTING STREAMBED PROFILE ME SCALE 1"=20' HORIZONTAL 1"=20' VERTICAL =Mu :: 2220 2210 2200 2190 2180 2170 2160 2150 2140 2130 2120 -150 -100 -50 0 50 100 150 PROJECT REFERENCE NO. SHEET NO. A-0009CC 2020 2010 2200 2190 2180 2170 2160 :DAMN: RIME .... .I.1.. 1.■ NN.. II DIME IN ..11 11 L1 all ..Y.M.NNEM.N MMEN /►I..w- l:-r=.wwwmmlorua-=__ - 4 Q :aoL•TIMM - -.- .6iaa-7e& 2150 NAWNANAN II.•••••T.LIl1T/!•!!!!T7 ■1T Sly/ •J..1.11IN 1!MJ/11 ._7M1:. =►TA./■Lam.&LTJ1T.7M ET /l110J ...1�-N...-N...- MMMMMMNMMMMMMMMMNMMMMMMMW 1..IIU• sI■■IM'A lit ..11r.1l r WE l..w� am mo mwommw moommr moommr w... __- wwaaw amaaar .w. I.IIIwuEi: 1......• .NNN.r1.c1NIIML.n EMM EN=I- NW ...c1 wlat �:�� o. M.....Il.w — - NNN-- illiII�IC��1I!� E111I111111IIiIi`: 1 I •T'ia.: ..L�a :ND.:\ ir...GIGL: Z: Er: I ■ 41Pl r..11L I..11 Il in-IPAI ./1.G.L:. mill•Mli.MLJ.._MM7L EALm •'..IT.,Y1CCN1 1 I1 .11/..l I ':1 IJAIUu....ULnL-..Lm11-' e. _ 9r- '.1 Il l f1.I1L'I:I MIl..r M91"JI,,11I.1- LPL-IC•'J •1-I..L: 'JLI0.cunt NI ...I iNI.I IOU NI IJ I Or... ICI NWT' I •I IIL1311LMINLIM1 iLL'JM1-1 PERMIT DRAWING SHEET 17 OF 34 M..L ►I MM �'.NUL MI /� 1 •..U11'i/Ji.'. NFL 1 !...I 1.1 Nilo II 'U.d4/'1 '1! .MIAJ1.•J-'�.I • ..191-JU ,\.IJII +II. 1 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1GS ENG NEE. TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 �'�Allllllllllllllllllll::: 2020 r11 .a MI ..mow ...N MM....rArE;,IIIMrfO=:•••••—..1.I.riao.e NEN .�-....I�1 ..� �.....u..�mmwrwrwN...o \I LT �NiI • rws =MN 2140 ..........U.JULM9.9 I -- ILNw..N.. MP MI&71 • 2010 2200 2190 2180 2170 2160 2150 ■ u■ eMe EN wwwww wom awwwwwwwwwwwww w-......�1� ..w ..� .wNrrwr.•�r�7rN1 / 1--■MIwimw I iiiii�wri'7� :ems .J- •�_=- .-- :\- 11 7 ].rM- 1 NMI w....r..r�w.L....�� =- '• 2130 I)� dirmairm•l:a.Jcor-r_r 1...w....W—U---- ommussmirwwwww p 2120 11 1•�•A r- 11 2140 2130 2120 w•.•NI T U..wNrA I 1"JI 7...• •J-J l• 11 \I-J...- MW II .NN VIL • 2110 2100 ■ LINED :sue I I LA -I Jl�I• Ina117 ..�NEMM NEMM .... RIPRAP A 4.9% . MEM EXISTING 42" CMP TO BE REMOVED FLOWABLE EXISTING rJ oeeee I II NI I TJ.oLilk La WM._ - - I II L' 11 1C=lr1. rL r� 7r. .1I.1H M.1 fi.♦ Mi■ CNN.. ►/ r4 I II 1 II \I 11'JrNAM N 1. .W I II IL 1. ME JI\I .'Mri 11 II 7.Jr-1.11/TL.71. .1• l....'OL.11. II FILL MENEM MEN • II .4 ZI NN :: 1 ■ :J: L'..I 1E1 MI I .'II ICNI 11 'JI IN 1..11■ 1 NI 1 01111 Lou_7-7JLL7_i-c-NM\-L=JI.J"ILILIU17."7LILI"IL.JIl 48" CMP �IIIIIIIII IIIIIIII 11111111 .11 MI 11 I.1 NEN.'. • IN'J.11 111 r 111 .111. 1'...I II ■ I rI ..1I JI r1 111.1 NEW _1 IL 1.U1NOLO. I IN .11 IN 11..11M.I ■ U '1.7ouNu.u.u.1u.►7L1.1� J. I1 1. -7..I .G �JII.■\..rT CLASS II RIPRAP 2110 EXISTING STREAM BED PROFILE 2100 w 'J' .... .... .... .... .... SCALE 1"=20' HORIZONTAL 1"=20' VERTICAL -150 -100 -50 0 50 100 150 RFVISIfNS —Y2— CURVE DATA P1 Sto 70+28J8 P1 Sto 83+84.46 A = 50'56'38.0'(RT 1 A = 52'00'0/.(LT) D = 3' 53' 5/.6' D = 5' 24' 18.9' L = 1.307.03 L = 962.04' T = 70027' T = 517.00' R = 4470.00' R = 1,060.00' SE = 0A8 SE = 0.08 DS = 60 MPH DS = 55 MPH ° n� rvN V ' cr • X EIP ~ JOHN TEMPORARY IMPACTS IN SURFACE WATER DETAIL 43A LATERAL BASE DITCH ( Not to Scale) 1"Rt. Min. D=1.0 Ft. B=5 Ft. b-5 Ft. Y2- STA. 71+00 TO 74+00 RT NSE.E PFL FOR DITCH GRADES JAUES JENKINS REAM RE O T10N1 ` E DETAI 42F�� `, ° t t ` I CMP-AFTRCOD 1S IN SERVICE SITE 15 WITH' (E180 OD CP CSC°°AlwaD REMOVE.'42" CMP & `DT AHRI,VC?4 °(jam° PROPOSED SYSTEM 1S IN-`SER1(IC6D j`i GR DRIVE O NOT DISTURB RO W,RRIVE DI F two RA • R WAS TI /p O NOT DISTU R l . 1/ ROCK WALL OR STEPS NOTE: MATCH PAVEMENT 'SLOPE TO EXISTING SLb7E DENOTES TEMPORARY IMPACTS IN SURFACE WATER 50' 0' 50' 100' 25' 0GK GL'f'j 11cCOY ROBERT K. NORCROSS GARAGE CONC. DITCH BE�{TnI RETAINING WALL / ``SEE DETAIL 43E DETAIL 43B STANDARD BASE DITCH ( Not to Scale) CUSS I RIP -RAP KEYED -IN (UP.) Min. D=3 Ft. Min. d=3 Ft. 'When B is < 6.0' B=3 Ft. Type of Liner=Class I Rip -Rap -Y2- STA. 76+08 TO 76+22 RT SEE PFL FOR DITCH GRADE (0.3%) RICKEY D. MCCRACK PROP. RETAINING WALL #34 WiCONCR 'TE DITCH BEGIN -Y2 STA.71+25± END -Y2- S '. 72+75± C / CLASS B RIP-RAP ON5, 2SY E3 5 GE REMO WOODS ereeeregriee E—PDE C ° CLASS I RIPRAP LATERAL BASE DITCH ,4- 4 TONS,10 SY GEO SEE DETEIL 43A SHOULDER BERM GUTTER DDE=200 CY -DR4- STA. 10+36, LT TO 70+50, RT END CONSTRUCTION -Y2A- STA. 11 + 25.00 REMOVE 11 LF LESTER A. SEKINS. ET AL N'W7/N ,, 0 \i\ FO \ \ es7- sK I ICI \\ %I o \� 1 f 1 Outside Ditch Traffic Flow S— S=Ditch Slope FALSE SUMP SEE DETAIL 43F DETAIL 43C RIPRAP AT EMBANKMENT (Not to Scale) s•min. Grad 1.5'Key/r4in Grade Type of Liner=Clan I Rip -Rap -Y2- STA. 76+22 RT FALSE SUMP SEE DETAIL 43 ROD AND LUG WITH GASKETS (ELBOWS) DETAIL 43D STREAM RESTORATION (Not to Scale) CLASS II RIP -RAP KEYED -IN ELT.) 'When B is < 6.0' Type of Liner =Class II Rip -Rap B-Match Existing(2to4Ft) -Y2- STA 78+00 TO 78+46 RT CLASS I RIPRAP 2 TONS, NO GEO ' TO P a P. DRIVE BURY IN ERT 0.7' MAX 1.0% PIPE SLOPE THIS SIDE OF ELBOW CLASS B RIPRAP 3 TONS, 11 SY GEO DETAIL 43F FALSE SUMP ( Not to Scale) 5.� 10,1 GI 4 Proposed Dit h -Y2- STA. 74+13 LT -Y2- STA. 74+15 RT RI SE CIA 6 TO NDAR RETAIL I RIP N W0005 DO COLLAR SITE 17 \ o \ \\ \ \ \ CARVER BJSCH ->-\NQ)/\ \ \\RCSPIKE • DETAIL 43G FLOODPLAIN BENCH (Nor to Scale) O d\ Type of Liner= Coir Fiber Matting D=1 Ft. 5 18 TO DDE=50 Ulu ROBE sIORC RETALLAINING W DETAIL 43E CONCRETE DITCH BEHIND RETAINING WALL (Nor to Scale) WEAVER B-1 B= 1.0' J ' NATURAL GROUND TEMPORARY MPAC IN SURFACCWATE DISTURB SITE 16 A BURY INVERT 0.7'W000S Na_al crow T Coir Fiber Matting -Y2- STA. 76+25 TO 80+10 RT P AT EMBANKMENT R DETAIL 43C I RIPRAP S, NO GEO FLOC: SEED 570 S DDE= - Y2- STA. 71+26 TO 72+76 LT - Y2- STA. 77+92 TO 82+00 LT (SEE WALL ENVELOPES FOR DITCH GRADE) PLAIN BENCH TAIL 43G COIR FIBER MATT 0 CY WOODS 15' R/0 108 0B PG 1865, WOODS TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 TB " RIT. RRAINAG STRUCTURE w'2G1 STe 840.46 WOODS 'ICWAS E. SCHIESSLE PERMIT DRAWING SHEET 18 OF 34 PROP. DRIVE \PROP. RETAINING WALL #35 W/CONCRETE DITCH BEGIN —Y2— STA. 77+94± END —Y2— STA. 88+25± PROJECT REFERENCE NO. A-0009CC SHEET NO. 43 RAN SHEET NO. ROADWAY DESIGN ENGINEER INC c•MPLE DO NOT USE FOR HYDRAULICS ENGINEER FE PLANS R6W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1GS SINGLE FACED CONCRETE BARRIER C. C. DITCH BEHIND R AINING WALL E DETAIL 43E WOODS PLUS ' REMOVE 5 LF E STREAM RE SEE DETAI CLASS II 60 TO DDE= ORATION 433D 0 CY X EMPORARY IMPACTS IN SURFACE WATER r_x x S• B 2G1-A ARNOLD D. CODY IMPACTS IN SURFACE WATER I \ x C f/p NOTE: ° FLOYD J. CODY 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. FOR -Y2- PROFILE, SEE SHEET NO. 73 RFVICICIKI O O0 '71" O Z I u-j LU cn N O LU Z= U WOODS r'%% //77/ WOODS WOODS SPECIAL CUT DITCH SEE DETAIL IMPACTS IN SURFACE WATER FALSE P JUSLYH L. LUj1AHU5 SEE DETA 45C DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES EXCAVATION IN WETLAND DENOTES HAND CLEARING DENOTES FILL IN WETLAND BEGIN CONSTRUCTION -Y3- STA. 10 + 50.00 TEMPORARY IM ACTS IN SURFACE W'' TER UT Te EOWAROS BR CH lSBVI WOODS - — �s, aE° B•RY INVE SITE 19 CLASS B RIPRAP FLOODPLAIN BE 1 TON, 5 SY GEO SEE DETAIL 451 I SITE 20 SILLS & BAFFLES (TYP). FOLLOWING CULVERT-1NSTALLA CONTRACTOR SHALL RESTORE-- STECOAH RD. TO G HILE UTILI 3' TURF 51=10 N. FILL SLOPE_ d / TECON'I ROJ �^\/� k5/16 // SURFAC WATE WOODS DETAIL 45G UP AND DOWNSTREAM FLOODPLAIN BENCH ( Not to Scale) / _ — EST. 24 CY DDE EST. 54 TONS CLASS I RIP RAP REMOVE HW HAND CLEARING IN WETLANDS EXCAVATION IN WETLANDS FILL IN WETLANDS TEMPORARY IMPACTS IN SURFACE WATER CLASS B RIPRAP p / 3 TONS, 10 SY GEO o SITE 18 WOODS STANDARD 'V' DITCH Oh SEE DETAIL 45B pY'p(, DDE=15 CY <,0a,`?C .; ()'\ DILAPIDATED WD SHED HANNEL CHANGE E DETAIL 45F DE=125 a9si• -L--/-Y3- INTERSECTION SITE 21 WOOD'_ JOSEPH L.ED*ARDS TEMPORARY IMPA IN SURFACE W. N) CH WOODS /// IM CTS 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. TEMPORARY IMPACTS IN SURFACE WATER 8 I FONTANA RD) 24' BST ii raIA1DF] Kt -- ( \I4 1O' MULTIUSE ODPLAIN BENCH TIMBER RAIL DETAIL DETAIL 45G F -, WOOD S (TYP.) FLO SEE D PLAIN BEN IL 451 ry TEMPORARY IMPACTS IN SURFACE WATER \\\\' / BST j ( N -Y2- STA. 99+76 LT 1U5 LENGTH=24 F • // -Y2- STA. 99+90 RT (D5 LENGTH=12 FTi DETAIL 45A SPECIAL CUT DITCH (Not to Scale) -Y3- STA 11+50 TO 12+00 RT SEE PFL FOR DITCH GRADE (7.6%) DETAIL 45B STANDARD 'V' DITCH (Not to Scale) -Y3- STA 12+00(29' LT) TO 12+00(54' LT) DAYLIGHT AT 1.0% SLOPE JEFFERY HYDE W 0 DECKS R4SS 3„, \ OPTIC DRAIN FIELD F UT TO STECOAH CREEK (SCB) GREGOR IuRCHE IMPACTS IN SURFACE WATER WOODS —'J3 1— C B-F ROODS WOODS : elYFs�C s\ 15" RCP -IV 15" RCP -IV 15"k 15" RCP -IV 1S�ppj{ CREEK DCSS B RIPRA,5P-IIF // 1 TON,5 SY GEO //, IdSI JEFFERY HYDE. ET AL // c \ a' ai // 4ir //! STECOAH BAPTIST CH Q \k \ C'4' k 6N, �%�\� �� -----. IMPACTS`FN� SURFACE WALE Outside Ditch Trrdfic Flow S— S=Ditch Slope DETAIL 45C FALSE SUMP Not to Scale) • C Proposed Ditch PIPE -73- STA. 12+10 RT CB-F 18" RCP -IV CB-F F REMOVE 9, WOODS SHOT ROCK Npe -Y2- STA.102+70 TO 103+95, RT SEE DETAIL SHT 2_ ODELL LOVIN O G D CLASS I RIP -RAP KEYED -IN (TYP.) DETAIL 45D CHANNEL CHANGE ( Not to Scale) \1: atur Ground Exist. Channel Length=22 Ft. Min. D=3.0 Ft. Type of Liner=CLASS II RIPRAP B-5 Ft. 25 TONS -Y2- STA 109+73(57' LT) TO 109+81(37' LT) SEE PFL FOR CHANNEL CHANGE GRADE (15%) CB-G SEPTI TAN POSSIBLE N 7<CH LK PROP. CONCRETE DRIVE DETAIL 45E �10'.i SPECIAL BERM ( Not to Scale) 1. ELEV=2002 ft Pipe Inlet Exist. Ground -Y2- STA. 109+98 LT *ILL IA CARR 15" RCP -IV 15" RCP -IV ROCK WAL METES & BOUNDS From To Direction Dist A B N 07°53'20' E 17.13' B C N 10°35'28" E 23.71' C D N 32°56'27' E 21.45' D E S 21°07'17' W 24.54' PERMIT DRAWING SHEET 20 OF 34 FLOWA WOODS WOODS PROP. DRIV PROP. DRIVE — CLASS B RIPRAP 1 TON, 5 SY GE BRIDGE PROP. co cH REEK_- DRIVE TEMPORARY IMPACTS IN SURFACE WATER IMPACTS a 94, NGORDON ILL) JANNE GURU°.. IN SURFACE WATER Pipe Outlet DETAIL 45H RIPRAP AT EMBANKMENT ( Not to Scale) 2' Keyed -in Length=18 D Type of Liner =Class II Rip-R°p -Y2- STA. 109+81 RT DETAIL 45F CHANNEL CHANGE ( Not to Scale) Min. D=2 Ft. B=3 Ft. Min. b=3 Ft. Type of Liner -Grass —Proposed Noturol Fill Slope Ground -- \ F e. Channel -Y2- STA 99+04 TO 99+74 LT SEE PFL FOR CHANNEL CHANGE GRADE (0.5%) PROJECT REFERENCE NO. SHEET NO. A-0009CC 45 WW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR R/ W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.. C-0275 ANNEL SEE DETAIL DDE=15 CY, WOODS - DO N BU S BR 0 RETAIN U/G FUEL TANKS ' RCP-IV� CLASS B RIPRAP 1 TON, 5 SY GEO SHOT ROC -Y2- ST SEE D 08+4 IL SHT HANG 5D. SPECIAL BERM SEE DETAIL 45 SITE 22 115" riAV F F SITE 22 110+05, RT SRIPEERAPDETATIAIL EMBANKMENT45H CLASS II RIPRAP 35 TONS, NO GEO 10' MULTIUSE PATH W/TIMBER RAIL FENCE 50' 0' 50' 100' 1,11� 25' JAW J. HOOPER DETAIL 451 UP AND DOWNSTREAM FLOODPLAINBENCH (Looking Downstream, , Not to Scale) 551L5,, EST. 20 CY DDE EST. 42 TONS CLASS II RIP RAP - Y2- STA. 98+12 TO 98+39 RT U5 L=27 FI) - Y2- STA. 98+89 TO 99+12 RT D5 L=23 FT) SA ELIGIBLE AND UNASSESSED SITES FOR -Y2- PROFILE, SEE SHEET NO. 74 FOR -Y3- PROFILE, SEE SHEET NO. 77 PFVIc C Tlc N 7 cr Lf) _C "DL x -34 0 0 0 0 0 7 CJ G m N rn 0 7 0 0 cc W ti 7 2: 0 � 0 /L HD ON 0 Z =X= O 0 0 O O`Z CNI I W I W V) N1— O 1— W Z_= J (e) U 44 ///7/ DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES EXCAVATION IN WETLAND DENOTES HAND CLEARING DENOTES FILL IN WETLAND BEGIN CONSTRUCTION \1l Vv\\vv--////\ -Y3- STA.10+50.00 \\\\\O\\ \ \\\�\\\\\\\\ \VA\VAv\\ \ . VAAAVAA�\\VA\\ VVA /�, \\VA VAA \ ,A .A \\ VA ' V AA 1 \ SPECIAL CUT DITCH \\ SEE DETAIL 45A ;IMPACTS IN ASURFACE WATER FALSE {DADS SEE DETA F - - --F F — _ HAND CLEARING IN WETLANDS EXCAVATION IN WETLANDS FILL IN WETLANDS five vvy TEMPORARY IMPACTS \\\\, IN SURFACE WATER � �Aems L � i CLASS B RIPRAP C� FLOODPLAIN \ 1 TON, 5\ SY GEO SDETAIL 451BE \DOSE SILLS & BAFFLES (TYP.), FOLLOWING CULVERT INSTALLA CONTRACTOR SHALL RESTORE STE,COAH RD. TO EXISTING, HILE UTILIZ�IlNG ,3' TURF SO ND-3:T71AX FILL SLOPP . 'SITE 20 ,WATE DETAIL 45G UP AND DOWNSTREAM FLOODPLAIN BENCH ( Not to Scale) 7 ,-CL40s-R5PBRP- a�oRvS,s ��Eo g SITE 18 J STANDARD 'V' DITCN 1 SEE DETAIL 45B __DDE=15'GY EST. 2/ CY DDE • // EST. 54 TONS CLASS I RIP RAP -Y2- STA. 99+76 LT (US LENGTH=24 -Y2- STA. 99+90 RT (DS LENGTH=12 PH/ DETAIL 45A SPECIAL CUT DITCH (Not to Scale) Min. D=2 Ft. Front Ditch Slope -Y3- STA 11+50 TO 12+00 RT SEE PFL FOR DITCH GRADE (7.6%) DETAIL 45B STANDARD 'V' DITCH (Not to Scale) -Y3- STA 12+00(29' LT) TO 12+00(54' LT) DAYLIGHT AT 1.0% SLOPE 5 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. TEMPORARY IMPACTS IN SURFACE WATER ,A\\\\\\\\\\\\\\\\\\ 1\\\\\\\\\\\\\\\\\\\\\ METES & BOUNDS From To Direction Dist A B N 07°53'20' E 17.13' B C N 10°35'28" E 23.71' C D N 32°56'27' E 21.45' D E S 21°07'17' W 24.54' PERMIT DRAWING SHEET 21 OF 34 ,�TD�iL.��• V� DRAIN FIELD -- / TrA F __ F _F ll�� ----- _ -TIT TO . ECOAH _ CO , „ �e� =@-��, Cf?EK- fSC�_ CP IVY Ii�11"I/.i� " � IIVAr � III I I/1111111 11I 1 �\�� 1 I 1 \\I� H / -L-/ Y3- INTERSECTION 'MO / I / / / I 1 / / ////////////////,,ii///////lI /1 4,,,* i j li////I/' DILA'RIp�TEI L WD SREiI HANNEL CHANGE E DETAIL- 5F DE=125 R1.i i /////// / //// TEMPORARY IMPA IN SURFACB,',W! \\\\1 \\\ \\1\\ RETAIN / IMPACTS IN , /'\vVAV��_ i ice_ AvAA //;; /% %=',/ /i/%iiiii--- -- _ � Yu / �!/ 15-" ItS3-Lv WOOD -7 of F F - \y _.rg�Ar .��1: a�l7 1Q'w1ULTl — s? PATH W/ woods ODPLAIN BENCH\ TIMBER�fAIL- _ T DETAIL 45G � q(+CflEE�=15-- / CSS B RIP+ ❑ /� \ 1 TON, 5 SY GEO IdSI JEF\FERY HYDE. ET AL // 'STECOAH BAPTIST CH --- IMPACTS •� �\ SURFACE WArtE Sill 18" RCP -IV CB-F 1 CLASS B`. RIPRAP 3 TON 10 SY GEO S7 _ ' I x GREGORY D. BURCHEIELD .r SHOT ROCK Np -Y2-' STA. 102 + 70 TO 103+\95, RT e SEE DETAIL SHT 2_ _ I ODELL LOVIN N PROP. CONCRETE DRIVE Outside Ditch Trrdfi< Flow S— S=Ditch Slope DETAIL 45C FALSE SUMP (Not to Scale) • C Proposed Ditch PIPE -Y3- STA. 12+10 RT Nrroo nrl G D CLASS I RIP -RAP KEYED -IN (TYP.) Length=22 Ft. Min. D=3.0 Ft. Type of Liner=CLASS II RIPRAP B-5 Ft. 25 TONS DETAIL 45D CHANNEL CHANGE ( Not to Scale) \o Gturrr d Exist. Channel -Y2- STA 109+73(57' LT) TO 109+ 81(37' LT) SEE PFL FOR CHANNEL CHANGE GRADE (15%) DETAIL 45E SPECIAL BERM ( Not to Scale) ELEV=2002 11 Pipe Inlet Exist. Ground -Y2- STA. 109+98 LT ,5 \-fS;__ # ' TEMPORARY IMPAC -f S IN SURFACE WATE IMPACTS a edH PROP. DRIVE JANNE GURU°.. IN SURFACE WATER DETAIL 45H RIPRAP AT EMBANKMENT ( Not to Scale) Pipe Outlet Length=18 D Type of Liner= Class 11 Rip-Rop PROJECT REFERENCE NO. A-0009CC SHEET NO. 45 RAN SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR R/ W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CO TGS 0 Q Z TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.. C-0275 50 AARON E. FARLEY DB 288 PG 202 SPECIAL BERM SEE DETAIL 45 !Zrai4�s�r?�i�� ?iic�Fii:►`i=►?7: mew SHOT ROC -Y2- ST SEE D ID 110+05, RT RIPRAP AT EMBANKMENT! SEE DETAIL 45H CLASS II RIPRAP 35 TONS, NO GEO 10' MULTIUSE PATH ,W/TIMBER RAIL FENCE 50' 0' 50' 100' �I,li� • 251, -Y2- STA. 109+81 RT l� Type of Liner -Grass DETAIL 45F CHANNEL CHANGE ( Not to Scale) Min. D=2 Ft. B=3 Ft. Min. b=3 Ft. —Proposed Notural Fill Slope Ground �-- \ Exist. Channel -Y2- STA 99+04 TO 99+74 LT SEE PFL FOR CHANNEL CHANGE GRADE (0.5%) JAWE J. HOOPER DETAIL 451 UP AND DOWNSTREAM FLOODPLAINBENCH �q�� (Looking Downstream, , Not to Scale) EST. 20 CY DDE o EST. 42 TONS CLASS II RIP RAr" - Y2- STA. 98+12 TO 98+39 RT U5 L=27 Fr) - Y2- STA. 98+89 TO 99+12 RT D5 L=23 FT) SA ELIGIBLE AND UNASSESSED SITES FOR -Y2- PROFILE, SEE SHEET NO. 74 FOR -Y3- PROFILE, SEE SHEET NO. 77 1 PROJECT REFERENCE NO. A-0009CC SHEET NO. 2090 2080 2070 2060 2050 2040 2030 2020 2010 2000 1990 FLOODPLAIN BENCH LINED WITH COIR FIBER MATTING (TYP.) PLACE 3" WEEP HOLE IN SILL AT OUTLET (HIGH FLOW BARREL) SILL (TYP.) Titun 1' SILL /BAFFLE PLAN ( Not to Scale) 1' BACKFILL TO SILL HEIGHT WITH NATIVE MATERIAL (TYP.) SILL DETAIL ( Not to Scale) 2@6'X6' RCBC aa uuuull IIIIIIIU kY BACKFILL TO TOP OF SILLS WITH NATIVE MATERIAL 11 2' NOTES: 1) TOP OF SILLS AT EACH END OF LOW FLOW BARREL SHALL MATCH STREAM BED ELEVATION IN CHANNEL OF STREAM (THALWEG). 2) NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. ONLY MATERIAL THAT IS EXCAVATED FROM THE STREAM BED MAY BE USED TO LINE THE LOW FLOW CULVERT BARREL. RIP RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL IN THE HIGH FLOW CULVERT BARREL. IF RIP RAP IS USED TO LINE THE HIGH FLOW CULVERT BARREL, NATIVE MATERIAL SHALL BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. •••••••••- • - ice ----- . —En NM �... �... 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II 1 .l I r• LAIN, /I d1 111E1 r..r i I.1•UI MO UN-- I IN ..1 IN 1 IEEE II ■ c1 -r•ERc I . 11= 1 I • II .•NP NL• TERIAL •••••ENFARIM .- MEN MEN EER • MEMBER L OW L O W BA R BA R R EL) R1 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1G S TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 2090 2080 2070 2060 2050 2040 2030 2020 2010 2000 1990 m NENE •••- •••• •••• •••• SCALE 1"=20' HORIZONTAL 1"=20' VERTICAL I' -150 -100 -50 0 50 100 150 PROJECT REFERENCE NO. A-0009CC SHEET NO. 2090 2080 2070 2060 2050 2040 2030 2020 2010 2000 1990 CULVERT SILL DETAIL NOT TO SCALE 12' p' 11.0 INLET/OUTLET SILL 1t MIJglp1L. 111/ - "i liYY l I —3 9' 1 i5' INTERNAL BAFFLE DETAIL 1e-24.5' (TYP)- 'l -.MOO MOOMMOMOIRPWOO inr INSET SILL MIN. 2' FROM OUTLET FACE E EEO _Y2_ NC 28 PERMIT DRAWING SHEET 23 OF 34 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1GS TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 111111111111111111111111111111 2090 2080 2070 —71'.L"•1CAI L111.9=•tom —mil\ ram• _,,I� �\ i I • • W�� — 1jI=7Wr1r1 •�--�•.•••L— •.....• \ .vvuca. anol.. a !• 2060 �.._ — 1I.1•\••1•T.111•ei I•L.-1.—••••www• 11 1• %PJ •••'II. n.•'_.\I II.1•oeo2r•uu •n.n �iTTw — Wl ••1•I•\•••11I•I••1a •/.••C t_� tt•�••l• li.T•1\ 11. aoo••0000••oo..... Lanar_=.'1ao•C/r.01oc.r_-r- -- 11 \2050 111 .I ..a�IF=iIII'I•.I MI �••••••••••••• I ••d5• 'AIM .'.\•I•.i.• \'l 7.1� •�JV r.J. 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MI M1 11121 I•••.'. • 1.'1•1I ,'11 I III • 111• I'A111 II •I I • I •I D.1•'JI •I 11 1.1 1•••I -1 II 1• II IL' ILE. I I• LEAN RIME 1• WILE I _ _AI.. :•-s.-.raora •. • •I .•rN.0• I 7•1 11I •• 1 SCALE 1"=20' HORIZONTAL 1"=20' VERTICAL =Mu ••• .•• .•• IIII IIII IIII —150 —100 —50 0 50 100 150 7 N 0 5 10 PROJ. REFERENCE NO. A-0009CC SHEET NO. X-221 0 -00 N r 0 -a CC U 0 2 B m U w 0 a 01 a 0 0 0 i w 7 f 0_ w 0_ T 6/0 _0 L NON NU =X� 77 - „o. 1E1lIIIIIIE11 20/5 20/• 2005 2000 1995 /99e 1985 ..- .Darn 7C7C_!e_9• .EN9^Nil ddC7G77e7CCCi:i TZ! Tee MENacsa. " :1ipl • ee.e-e-mT • YIII.rI/LIJ .TIMBER: RA FEyEE Pr'11� 1..-7= V:aa. 1J'�f15 . f11 L y2000.04 .E.�7A7.7LL't-f' PERMIT DRAWING SHEET 24 OF 34 11111111111111111111111.1 1 110 + 50.00 --e-:- -�G- --:- -tee- -....... WETLAND CROSS ECTI MINI._ - - KEEN rMI.l • II I . ..9NMN MIIMPI-51111I1 a 2./Mcr1u -- _. 1'iaY/IIiIINIME11 Ili%m3 Nir6T.W 7LIiI •II••••----.NE�IEEE�—EY TCT7C-7'"Z-7_7GG979eee•N G 11 .M. .1--.--r-Pr--!I:1•.-1MISENI 1Cd!l i l.J__N11.M1i1.11'I ..M....�Fmmerzamm'�--E.EEEE.INii; iN11.1 J WWII 2 2J J'a.11 . rA C' mir•I NEST N1.►111111111. .EEEEEEIIEEE�mow •-3t3MLI WA, 20/5 20/0 2005 2000 /995 1990 1985 rrtrI.. 2111/14/33 xreen 16111.E MEM1:I:ir amossismsis _x-3..r.n.nr_r _7f1 1'.I ■ 71 IN 1EL.1 011 EI1• MEI Jr.S I ' 7 MEE E I 1 M, 1. •11 IN •I-.11 11:1 ►WLWL-.31E . I NMI Tee TOMM SCALE 1"=20' HORIZONTAL 1"=20' VERTICAL RFVICICIKI N co WOODS w N a m —JS JS- 4ER CROSS I SRO IRRIGATION VALVE CLASS B RIPRAP 1 TON, 5 SY GEO 10' MULTIUSE PATH W/ TIMBER RAIL FENCE JAIME J. HOOPER SPRING CONC W L IRF GO I PERMIT DRAWING SHEET 25 OF 34 FILL IN WETLANDS DANA KILBY IMPACTS IN SURFACE WATER i WOODS r:Z --_ GR 1 LEONDUS McCRACKEI •- -�' PTIC i IP ANK N Fir W/LT 1 I 2 PROP. DRIVE SE MH W ;� GRADE �— 4 S K T9 I,+ I TB 2GIr 15" RCP IV J5."RfP��___SIGN/LT DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES EXCAVATION IN WETLAND DENOTES HAND CLEARING DENOTES FILL IN WETLAND ANN), JENKINS +fnapo ee:, r�-T r)gnn QA" REMOVE 8 SITE 22 JS DO NOT BURY INVERT RIPRAP AT EMBANKMENT SEE DETAIL 46C CLASS II RIPRAP TONS, NO GEO IMPACTS IN SURFACE WATER EIP IN CONC i �11 I Js WD POLE SHED TOE PROTECTION SEE DETAIL 46E CLASS B RIPRAP 68 TONS,150 SY GEO DECK SPEC D TB 2GI Ce:: - -- - ::ii7::9i::ii i::::i::;es�:s,r3 JS CLASS B RIPRAP 1 TON, 5 SY GEO TEMPORARY IMPACTS IN SURFACE WATER DETAIL 46E TOE PROTECTION INot to Scale) Natural Ground d=1 Ft. b-3 F. Type of Liner =Class B Rip -Rap Geotestile -Y2- STA 115+18 TO 117+08 LT DETAIL 46A ROCK FILL IN POND ( Net le Scale) Proposed Existing Earth Fill l SEE GEOTECH DETAIL (SHEET 2G-_ Elev.=1974.5 Elev.-1972.5 -Y2- STA.120+00 TO 122+50 LT CB-F NC 78 ITONTANA PG J 24' BST SHOT ROCK -Y2- STA. 115+25 TO 116+75, RT SEE DETAIL SHT. 2 - BILLY HOLDER SIGN DETAIL 46B CHANNEL CHANGE ( Not to Scale) Natural �rounT CLASS I RIP -RAP KEYED -IN GYP.) Type of Liner -Class I Riprap 175 TONS 1"/Ft. Min. D=2 Ft. Min. d = 2 Ft. B-3 Ft. b=5 Ft. Proposed Naural Fill Slope Ground -- \T\J `Exist. Channel -Y2- STA. 123+47 TO 125+20 LT SEE PFL FOR CHANNEL CHANGE GRADE (3.56%) WOODS ROD AND LUG WITH GASKETS (ELBOWS) PLUG F� WOODS DANA KILBY WOODS WOODS ______________SOIL__,r�, C) ROCK FILL IN POND SEE DETAIL 46A MAX 1% PIPE SLOPE THIS SIDE OF ELBOW NATURAL RIPRAP 385 TONS CLASS B RIPRAP 3 TONS, 11 SY GEO ELBOWS JAMES R. HYDE, TRUSTEE CHANNEL CHANGE SEE DETAIL 46B DDE=135 CY SITE 24 CLASS B RIPRAP 1 TONS, 5 SY GEO PROJECT REFERENCE NO. SHEET NO. A-0009CC 46 RW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR VW ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 'IGs TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 TEMPORARY IMPACTS IN SURFACE WATER IMPACTS IN SURFACE WATER FILL EXISTING CHANNEL W/ COMPACTED BACKFILL CLASS B RIPRAP 1 TONS, 5 SY GEO POND SITE 23 ....i?iig/,i1�t Zfyi:n'0'iY��Yi4lvtY i. � • Rev,••.4%,. AwSi 1 10' MULTIUSE PATH W/TIMBER RAIL FENCE CLASS B RIPRAP 1 TON, 5 SY GEO TEMPORARY IMPACTS IN SURFACE WATER IMPACTS IN SURFACE WATER DETAIL 46C RIPRAP AT EMBANKMENT (Not. Scale) Pipe Outlet Length-1B 0 Type of Liner=Class IIRip-Rop -Y2- STA.112 +27 RT SIGN JS ROCK 2- STA. 117+75 TO 128+25, RT SEE DETAIL SHT. 2 - SITE 25 DAVID R. HYD CLASS I RIPRAP FLOODPLAIN BENCH 2 TON, 6 SY GEO SEE DETAIL 46D 470 SY COIR FIBER MATTIN DDE=345 CY TEMPORARY IMPACTS IN SURFACE WATER Fill Slope (Rock Plating keyed -in 3.5' below toe) Na.ml DETAIL 46D FLOODPLAIN BENCH (Not to Scale) See XSC for Bench Elev Coir Fiber VARIABLE Matting CHANNEL BED Lvo"oble) Type of Liner=Coir Fiber Matting 50' 0' 50' 100' 25' -Y2- STA.123+25 TO 126+25 RT S I RIPRAP 2 TON, 6 SY GE 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 NOT 1 PROP MONOLITHIC CONC ISLAND - SURFACE MOUNTED Q Q FOR -Y2- PROFILE, SEE SHEET NO. 46 ffp rz rn OD 1 m m-1 IQ I ON • 0 0 0 0 PFVIc C Tlc N co 0 0 0 L . 0 O rZ LL ci0 uJ Z2 ML) V Q5 WOODS SPRING G EuOVEII LON( CB-F FLOWA (� GR IRRIGATION VALVE CLA�S B 1 TON, 5 SY SY GEO — — \_ 10' MULTIUSE PATH W/ TIMBER RAIL FENCE JAIME J. 'HOOPER GR I PERMIT DRAWING SHEET 26 OF 34 FILL IN WETLANDS DANA KILBY IMPACTS IN SURFACE WATER i WOODS SEPTIC 1 /LEONDUS TANKEIP -7-. SEPTIC; / • , TANK POND\\\\\� \\ \\ zw / // / / ///i//P DENOTES TEMPORARY-1-'r' AAA VA // �i / "�'�// CO IMPACTS IN SURFACE WATER VAS (PO A\\ 1 VAAA\ �_� i/ / /j ///// ,�� v vL �� VAARiIF�A��i� �� ",/./ii / ��aa \�\1 �' fly A ��// 1111 1\1�1\\ill�lil. �`�_ �'`� 2 ��1:'5'''''T-1---;:-fii------1:----:1-- �1::7-'1'; //�5�5�, (I1\1:iL11--"11-1:::;\)1/):(1;11:1:\I I"/ `1\ ../I 111111iiIII/"',1��'a �I11IiUI rlvA :��_� %+ r i�iiliii 1A � 1 1 II \ 4'k�`��'(woo`�s`V , ,� y��_ }�.✓��111/i1i11\\\li\\\I\\\\\I�II'la 1�'1^ice/ / 1 III III II/�Ilfi �i ��)jllll/ll��I��IIIIII;/�///IIl��i1. \\Q��/i/ /�! 4j/////////////4ll/ , // ( `///////%Jl'l p ��, � // //////////9/// //: / /� /, J / ///. /i)iii�/////,,,,, / ////ll� //ll// /ii - -_ "/ ////��i yeti//` �'/ // /i/�,iiiiiiill! L % / / / %77 / ////5 i/, - / /� " 1 7. 11 i'"_,___,/, —� / /;�ol / 15 /i ///ijiiO=�// EG° / / /' _I / DANA KL�r O�. �� i%/%//i/�//jam /�� ER / \5� (Q / VAia I �� //�// // 5 %/ I 1 11 _ TOE PROTECTION iii%//�/� %/ /�/ t��jy�,yy/s i i / ` \ / i i \ l SOIL / / // // / >,�m _ r 6CK FILL IN POND I / Ef // SEE DETAIL 46A I I/ I I / WVYH GASKETS MAX 1% PIPE SLOPE THIS SIDE OF ELBOW 3NATURAL 85 TONS RIPRAP / (ELBOWS) / / CLASS B RIPRAP / \'J .� // J ytA55 B 11 NV / 1 TONS, 5 SY GEO / DENOTES IMPACTS IN SURFACE WATER DENOTES EXCAVATION IN WETLAND DENOTES HAND CLEARING DENOTES FILL IN WETLAND 70 SEE DETAIL 46E _- i i / /,//, / f' vv� CLASS B RIPRAP— • �� /// / /// / Vv - 68 TONS,150 SY - �i� �i%%// /�/ / / sea- �i /�� ,// EIP / / TB 2G1, ��------ SIGN • d a Rir CB-G ,GR +iris' C T'. r5 elb `d �•, ,^, 1 REMOVE 8 _:� __JS %CIS --__ _� pO-N�BURY INVERT RIPRAP AT EMBANKMENT/ SEE DETAIL 46C CLASS II RIPRAP TONS, NO GEO SITE 22 IMPACTS IN SURFACE WATER Natural Ground b d=1 Ft. b-3 01 Geotedile WD POLE SHED TB PEC2GI D•N u:7.7: :i:iiiiiuia a S.....:i"a'•r r..u.....�F,1ai, CLASS B RIPRAP 1 TON, 5 SY GEO TEMPORARY IMPACTS IN SURFACE WATER DETAIL 46E TOE PROTECTION Not to Scale) Type of Liner=Class B Rip -Rap -Y2- STA 115+18 TO 117+08 LT DETAIL 46A ROCK FILL IN POND (Net to Scale) Proposed Existing Earth Fill SEE GEOTECH DETAIL (SHEET 2G-_ Elev.=1974.5 Elev.-1972.5 -Y2- STA. 120+00 TO 122+50 LT CB-F NC P8 /FONTANA R7) 24' BST SHOT ROCK -Y2- STA. 115+25T0 116+75, RT SEE DETAIL SHT. 2 - _ BILLY HO Ji SIGN ER DETAIL 46B CHANNEL CHANGE ( Not to Scale) Natural �rounT CLASS I RIP -RAP KEYED -IN DTP.) Type of Liner= Class I Riprap 175 TONS 1",Ft. Min. D=2 Ft. Min.d=2 Ft. B-3 Ft. b=5 Ft. Proposed Naaral Fil^Slope Groand�� Exist. Channel -Y2- STA.123+47 TO 125+20 LT SEE PFL FOR CHANNEL CHANGE GRADE (3.56%) PLUG 11LL co Q _ PROJECT REFERENCE NO. SHEET NO. A-0009CC 46 RAV SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR R/ W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 'Lis TGS ENGINEERS 201 W. AAARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO., C-0275 TEMPORARY IMPACTS IN SURFACE WATER JANESS R. RYDE4RJETE.E IMPACTS IN SURFACE WATER cn rT ' FILL EXISTING CHANNEL W/ COMPACTED_ /BACKFILL :v LV:07`i^�, woria.010, 0.441"a1'�, 1s"`. is ��i; ��z�'i:ao,�. �I. wv.-g of -A `, 44,4,; a'a,�!^a= a=$"- _F !.1i!"a �.'a^..!_ a.!;aC:.'i.: •••,. 'i.a "a_.' 11. eTr 10' MULTIUSE PATH W/TIMBER RAIL FENCE CLASS B RIPRAP 1 TON, 5 SY GEO TEMPORARY IMPACTS IN SURFACE WATER IMPACTS IN SURFACE WATER DETAIL 46C RIPRAP AT EMBANKMENT ( Not b Scale) Pipe Outlet Length-lB 0 Type of Liner= Class II Rip -Rap -Y2- STA. 112+27 RT SIGN ROCK 2- STA. 117+75 TO 128+25, RT SEE DETAIL SHT. 2_-_ CHANNEL CHANGE SEE DETAIL 46B DDE=135 CY -� SITE 24 SITE 25 CLASS I RIPRAP FLOODPLAIN BENCH 2' TON, 6 SY GEO SEE DETAIL 46D 470 SY COIR FIBER MATTIN DDE=345 CY TEMPORARY IMPACTS IN SURFACE WATER Fill Slope (Rock Pleling keyed 3.5' below lee/ Natural DETAIL 46D FLOODPLAIN BENCH ( Not to Scale) See XSC for Bench Elev Coir Fiber VARIABLE Matting CHANNEL BED Type of Liner=Coir Fiber Matting 50' 0' 50' 100' 25' -Y2- STA.123+25 TO 126+25 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 NOT / pArD R. HYD L 1� S I RIPRAP ON, 6 SY G PROP MONOLITHIC CONC ISLAND - SURFACE MOUNTED QQ 60 FOR -Y2- PROFILE, SEE SHEET NO. 46 .... �2J // 2_0 WD POLE SHED PROJECT REFERENCE NO SHEET NO REVISIONS 0 0 NC, N Q Z W / W CHANNEL CHANGE SEE DETAIL 46B 14/ SITE 24 —Y2— CURVE DATA P/ Sto /32+0873 A = 30' 56' 09.8' (LT) D = 448' 53,2' L = 64252' T = 329.30' R = U901)0' SE = 0.04 DS = 55 1IPH JAMES R. HYDE, TRUSTEE IMPACTS IN SURFACE WATER Natural Ground DETAIL 47A TOE PROTECTION ( Not to Scale) Geatextile Type of Liner=Class B Rip -Rap - Y2- STA 128+50 TO 129+00 LT DETAIL 47E SPECIAL CUT DITCH (Nott, Scale) - Y2- STA 129+00 TO 132+06 RT SEE PFL FOR DITCH GRADE (1.34%) TEMPORARY IMPACTS\ IN SURFACE WATER PROP. DRIVE CLASS B RIPRAP 1 TONS, 5 SY GEO WOODS /lam S(=� . VI cRek SITE 25 10' MULTIUSE PATH FLOODPLAIN BENCH W/TIMBER RAIL SEE DETAIL 46D DAV I R. HYDE FENCE TEMPORARY IMPACTS IN SURFACE WATER ' SHOT ROCK -Y2- STA. 117+75 TO 128+25, RT 1` SEE DETAIL SHT. 2_-_ ELBOWS CLASS I RIPRAP 2 TON, 6 SY G BANK STABILIZATION SEE CULVERT INLET CHANNEL DETAIL 47C 15 TONS CLASS II al SINGLE LINE OF 3'x2'x1' BOULDERS TO MAINTAIN LOW FLOW IN EASTERNMOST BARRELS 5 TONS JAIYIES R. HYDE, TRUSTEE EXCAVATION DDE 17 CY DETAIL 47B LATERAL GRASSED SWALE (Not to Scale) b 1 ft Fill Slope Min. D=1.6 H. 8=5 Fi. b=3 Ft. -Y2- STA 130+29 TO 132+75 LT SEE PFL FOR DITCH GRADE (0.4%) BANK STABILIZATION SEE CULVERT OUTLET CHANNEL DETAIL 47D 85 TONS CLASS II CHANNEL CHANGE/ BENCH ELEV=1951.4' SINGLE LINE OF 350'xl' BOULDERS TO MAINTAIN LOW FLOW IN EASTERNMOST BARRELS 10 TONS TOE PROTECTION SEE DETAIL 47A CLASS B RIPRAP 13 TONS, 28 SY GEO RADE TO', DRAIN DETAIL 47C CULVERT INLET CHANNEL DETAIL Looking Downstream (Not to Scale) Apr Focus) e,,m 3@10'W' RCBC or.REMOVE EXISTING SILTED LASS KEVEDJN (TWO (IYP.1 SINGLE UNE OF 3'x]'xl' BOULDERS Length=22 Ft. Min. d=4 Ft. -Y2- STA. 128+47 RT DETAIL 47D CULVERT OUTLET CHANNEL DETAIL Looking Downstream (Notto Scale) 3Uo LOVV' RCBC giANiiTI cM c i e°P`P a 2=e`aas v«e LW IT ATION KEYEDJN TYR) SINGLE LINE OF BOULDERS Length=56 Ft. Min. d-4 Ft. 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. DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER LATERAL GRASSED SWALE SEE DETAIL 47B DDE-320 CY EP I I 5. op PR P. DRIVE ODS / cap t B RIPRAP 6D NOT C TONS , 7 SY GEO oDl TURB SIGN � t WD )Xw ®�/"- REMOVE 30 LF LATFORM,, _ �0 c ��" P,E-PDE C �e Rt 4cia�``.!I♦__`ti1►__y‘m..�� e k F `er/i %%%�MiilMiiiA -Y2- STA.129+26 LT CLASS B RIP /3 TONS, 7 SY GEO CB-G CB-E _ RETAIN AND EXTEND C D5 WITH 3@10'x9' RCBC SITE 26 REMOVE EXISTING SILTED MATERIAL ALL BARRELS r EIP PECIAL CUT DITCH --------_ SEE DETAIL 47E GR TANK GR WOODS IMPACTS IN SURFACE WA S MTL BUS (STORAGE UNITS) O/e 24'BST NC 28 (FONTANA RN REMOVE GR WOODS I 0 CLASS I RIPI1AP 11 TONS,22 )SYLGEO 1 a WOODS CLASS B RIPRAP 3 TONS,10 SY GEO CLASS B RIPRAP 2 TONS, 7 SY GE 10' MULTIUSE PATH W/TIMBER RAIL FENCE 1ICHAEL CABLE. ET AL 1,1p0O5 � �pR DOUBLE FACED CONCRETE BARRIER TYPE T-2 SHOULDER BERM GUTTER -Y2- STA. 133+32 TO 133+60, RT POND (PG) A-0009CC RAM SHEET NO. ROADWAY DESIGN ENGINEER INCc•MPLE DO NOT USE FOR HYDRAULICS ENGINEER ICE PLANS k/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 PERMIT DRAWING SHEET 27 OF 34 PROP. DRIVE 50' 0' 50' 100' FOR -Y2- PROFILE, SEE SHEET NO. 75 REVISIONS m msh_ 47.dgn 0 0 B m 7 T In d U U co ryb 0 0 U 7 0 w e -Y2- CURVE DATA--- / P/ Sto 132+0873/ c 1/ 1 = 30' 56' 09.8e (LT"_ I D = 4'48' 53.2' /' / L = 64252' T = 329.30' R = U90.00' I 1 SE = 0.04, ( I DS = 55 MPH JAMES R. HYDE. TRUSTEE IMPACTS IN SURFACE WATER CHANNEL CHANGE SEE DETAIL 46B SITE 24 FLOODPLAIN BENCH SEE DETAIL 46D I DAV TEMPORARY IMPACTS IN SURFACE WATER , SITE 25 DETAIL 47A TOE PROTECTION ( Notto Scale) Natural Ground b=3 Ft. Type of Liner=Class B Rip -Rap Geotextile -Y2- STA 128+50 TO 129+00 LT DETAIL 47E SPECIAL CUT DITCH (Not to Scale) -Y2- STA 129+00 TO 132+06 RT SEE PFL FOR DITCH GRADE (1.34%) 7 TEMPORARY IMPACTS•\ IN SURFACE WATER PROP. DRIVE CLASS B RIPRAP 1 TONS, 5 SY GEO DETAIL 47B LATERAL GRASSED SWALE ( Not to Scale) b At. `Fill Slope Min. D=1.6 H. 8=5 Ft. b = 3 Ft. -Y2- STA 130+29 TO 132+75 LT SEE PFL FOR DITCH GRADE (0.4%) IMPACTS IN SURFACE WATER 10' MULTIUSE PATH W/TIMBER RAIL R. HYDE FENCE SHOT ROCK -Y2- STA. 117+75'TO ', SEE DETAIL SHT. 2_ _ ELBOWS 128+25, RT Or CLASS I RIPRAP 2 TON, 6 SY GE BANK STABILIZATION / SEE CULVERT INLET CHANNEL DETAIL 47C 15 TONS. CLASS II • SINGLE LINE OF MAINTAIN BOULDERS TO MAINTAIN LOW FLOWO IN 5 � EASTERNMOST BARRELS 5 TONS JAMES R. HYDE, TRUSTEE IN SURFACE WATER -88 _ 71 28 (FONTANA RD.) REMOVE =vim �a / / // 'iii ��/ iris /% / % � :::- 7iir: sii\ \ -L—_-77-7----,- 'i iiiiiiiiiii/i�� i —1p-DRIVE e.��A�V. '" \) /i/i ji%i �i ��/ �i%/% /% �� i/ ,%/ ,,..--;',...,..5, _ � \\�:/ Ik ULDER BERM GUTT///i i��f� \\ -- /�' Y2- STA 133+32 � 133+60 R7 //////�� \ 'l\\\\\\��\\ / i/iii i__�C\ E_ --.----,,\\! Y' \ iii iii%%iii//// ��/iiiii��/�//��1�� \ � �� AA.A�VAC� //�; �i iii i�i%iii////%%%%////ri�i��=i�/��/i�� —�\` �\\\\\�\\ ,2---i%% �,, /i i i % /i ce/iiiiii/�// / 9 i \\\ i jai/ i iiii i//J / ,iii/i - \ \ \\ :::::!:;l:':'„ or /. i i ii/i/iii�i� /��i/i� j/��i � � � � �� A V �A�i�/2LTONS, 7RIPRAP SYY GEr, � j % �22\/ i j �%%�/j%//%i/ �i��i _\\\\ �. 4t.��///j//�j%/10' MULTIUSE PATH �/iii /�i��ii�'/�%/i/ice/�/iii�ii///%�� + ��\�`�\\\\��\\�Ij j j//////%W/TIMBERRAILFENCEi�i� j/��ii iiiii�i/��/ ��/�/�ic�iiii��-E/��fAAA�ALE1��Nt`i\\\�\\\�� %/%%'l///��/�//� j�%//i//// %/i/%ji/�ii�/iii/iiiii/ii � -- _ \\\\\`. \ \::\;:,:\\:\:1\11;\:!:' \////,///lllllll//////////��/7�,/��/;�/7/jj%%%/��/j/i�fi/ii/j�%i/i�iii/�/�/i'��= — ��'�\\\\\\\ a\\\�\\\\\�/%%;;�. 1////l/l/////////////l/%/i //iii/iiiiii%iii i i %/ ' %%ii %_____ F \ l// 111/////hl�11 /�///// /////////////�j�//// /////iww�/i///i/a/i'--��A\°.AA\\\VAA\\V\\\v' �1��1N�1///�il�rl"'��ll��r�/�`1i�/i,v/iri/iiiii�:ir%/i lliii :7/%7 ��/��//% /„� / ,.,, �llllAll/I��rl /IIu��UI/\�./,/, t.l��////�/l/�/% j///��/�/�////� 11/��%%/� ,i/%V iiii//� -� / lI l it ////18// //l/lll(1� ////// //// �/ % j///i �i l 50' 0'50' 1/ (,IIIIII��I��IIUV lI//lll/////f/� / fi// // l i � �� A��1VA � / l �I II llll � 1111111 Bl lO'.9' RCBC p' a00d 05 F«e Length =56 Ft. Min. d-4 Ft. -Y2- STA. 129+26 LT . DRIVE — J PON0 (PG) PROJECT REFERENCE NO. A-0009CC RN SHEET NO. ROADWAY DESIGN ENGINEER INC c•MPLE DO NOT USE FOR SHEET NO HYDRAULICS ENGINEER ICE PLANS i6W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. AAARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 PERMIT DRAWING SHEET 28 OF 34 LP 2 � 0 (p 0 0 e0 0 TB 2GI Ode 24'BST CLASS B RIPRAP 3 TONS, 10 SY GEO BANK STABILIZATION SEE CULVERT OUTLET CHANNEL DETAIL 47D 85 TONS CLASS II CHANNEL CHANGE/ BENCH ELEV=1951.4' SINGLE LINE OF 3'x2'xl' BOULDERS TO MAINTAIN LOW FLOW IN EASTERNMOST BARRELS TONS TOE PROTECTION SEE DETAIL 47A CLASS B RIPRAP 13 TONS, 28 SY GEO DETAIL 47C CULVERT INLET CHANNEL DETAIL Looking Downstream (Not to Scale) Apr Fatural G,,=O 5La(D'W'RCBC oce SILTED MATERIAL SILTED class n ((51.3 ON KEVED-IN (MX) SINGLE UNE OF 3'x]'xl' BOULDERS Length = 22 Ft. Min. d=4 Ft. -Y2- STA. 128+47 RT DETAIL 47D CULVERT OUTLET CHANNEL DETAIL Looking Downstream (Not to Scale) cross sN eI unON KEYED BYR.) SINGLE LINE OF 3'i¢'xl' BOULDERS 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. DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER LATERAL GRASSED, SWALE SEE DETAIL 47B DDE-320 CY / / EXCAVATION I DDE 77 CY �ILLTAµ- r. IVEY GRADE T6` DRAIN C — >• P 1 \RETAIN AND EXTEND C 15S WITI'L.38 10'x9' RCBC Offs SITE 26 IS MI L L Bus REMOVE EXISTING SILTED MATERIAL ALL BARRELS I TANK 1 l J DR pp�}� yy�LL DRILLLING. LLC \ PS WOODS 7/' �y // / CLASS B RIPRAP a"? // / // /3 TONS, 7 SY GEO - O CIA 5 B RIPRAP TONS, 7 SY GEO I y. AREMOVE 30 LF i Ip( K1Fok �aN zaitz "```E PDE _E .�1� .///�i %ii��AvA.3 w��.! IS MT L BUS (s-roaACE uNlrs) GR *ILLIAN M. HYDE IMPAC S IN SURFACE WA •�\�\\\N\\\\A\Vv 1 1 ��Illl�llll�lI I F ///� 7 \Vl\\VA1A\\1�\\C°el'�; c — — 100' 25' FOR -Y2- PROFILE, SEE SHEET NO. 75 jthhht PROJECT REFERENCE NO. SHEET NO. A-0009CC 2030 2020 2010 2000 1990 1980 1970 1960 1950 1940 1930 1; 17 oo.000•••• NENE of l.1..'.Ya.0�17.coa.L.F71qR it ii ii it �li1� 1111i1,11 ��— REBUKE MNIWLMIWN MLNi : -- .• - ••o.�L� ••o.�. .._ ...—_ •••_•�_oa_ mIL. oo•B• r.1 MWiLM KM ME .... 1 •••U m-- flW n.o• \ U rw c Mal •EM7ooL • " •1__ W- ..:1 A.L.�C ..•1•_ •• ►1 -PILIWMM iLL111 ._ 11ILMI fl •1---- o•.•c11. 111i-\\- . IW ..__. __ wI_. MIo• ...i W� •oo•l11 MiM••••� .. - \�1 A ram J110 IEa o•.Bo �rr.\w71I7► Ill• 1 Job-- _ .-- _, ...r7"-7i;AN AN... PROPOSED STREAM BED PROFILE VATE UP AT 4:1 IN DIRECTION OF 1.: OW UNTIL DAYLIGHT (STARTING +/- 5 FT eL _ CULVERT INLET) 111111111111111111 111111111111111111 111111111111111111 111111111 111111111111111111 :i , I\:• 1111111 11L:MALIJ\B • h ' I"JL• , !WALE ,:;::; ANSI • =;. J,,'LA ao•, war 1^C•CTor1 nra RunulLIED .IocJ FA FA 3 G RA 1 3 1 D 4 0 E D 1 E 9 X 9 G 0 0 ••••1I• II La U'JI ..\rIb I ■ ••••••=.-8••. •••IJ •E•II MEI1 ••1l LEEK- AT • •...0 1•'. P7 11 KGiG'._,- •.EL A •••r/ rinnrrere.. I C11 NI.311: JI i..I :7 IEEE-. I I`. L\'J d .'I• NI•. d 111.` .'..I .1..•. .L I I• •:1i• I Ma IN MI I •J!IN I. ► IL'U '.\I InJ \\ 1.• S T E 2 6 E S N I ...1 ...1 ...1 ...1 •.•L PERMIT DRAWING SHEET 29 OF 34 CBC- I1 11 L 11 B 3 H T ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. MARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 SCALE 1"=20' HORIZONTAL 1"=20' VERTICAL =Elm NEW MEW .••. .... .... .... 2030 2020 2010 2000 1990 1980 1970 1960 1950 1940 1930 -150 -100 -50 0 50 100 150 RFVISICINS -Y2- CURVE DATA P/ Ski /42+3076 A = P 24' 23f (LT) D = 0' 28' 38.9' • L = 294.56' z T = 14729' R = 12.000.00' SE = /yC DS = 60 IVPH 0 0 WOODS P/ Ski /52+17J3 A = 54' /4' 50.1' (RT) D = 521'17f L = 1A13A7' T = 548.10' R = 1070.00' SE = 0.08 DS = 55 OH W O0DS IMPACTS IN SURFACE WATER SPECIAL CUT DITCH SEE DETAIL 48A WOODS E DO NOT DISTURB SHED TOE PROTECTION EE DETAIL 48F S I RIPRAP 5,112 SY GEO CIRCLE G MANAGEMENT, LLC CONTRACTOR TO REPAVE POPLAR HILL DRIVE IF DAMAGED DURING CONSTRUCTION IMPACTS IN SURFACE WATER WOODS WOODS WOODS DETAIL 48A SPECIAL CUT DITCH Not to Seale) - Y2- STA. 139+00 TO 139+34 RT SEE PFL FOR DITCH GRADE (0.5%) DETAIL 48F TOE PROTECTION Not ro Seale) Type of Liner= Class I Rip -Rap -Y2- STA 139+34 TO 141+09 RT - Y2- STA 141+20 TO 142+25 RT TEMPORARY IMPACTS IN SURFACE WATER SITE 27 DO NOT BURY INVERT TEMPORARY IMPACTS IN SURFACE WATER ot OT INVERT SHOULDER B -Y2- STA.139i 142+00, RT DETAIL 488 OUTLET CHANNEL STABILIZATION Not to Scale) G3u "'sKt Length=20 Ft. CHlveriEU,RD Min. d=3 Ff. Y2 STA 141+75(134' LT) TO 141+86(151' LT) DETAIL 48C SPECIAL CUT DITCH ( Not to Scale) Natural Ground Geotedile Type of Liner= Class B Rip -Rap 1 front Ditch Slope Min. D=2 H. d=1.5 Ft. RETAINING DETAIL 48G CONCRETE DITCH BEHIND RETAINING WALL ( Na to Scale) BOND BREAKER D= 1.0' B= 2.0' NATURUNDAL GRO -Y2- STA. 146+60 TO 148+80 RT (SEE WALL ENVELOPES FOR DITCH GRADE) T. J. EDWARDS WOODS OUTLET CHANNEL STABILIZATION SEE DETAIL 48B CLASS I RIPRAP 30 TONS, NO GEO JB vuSlab Lid SITE 27 N GUTTER 50 TO CLASS B RIPRAP -Y2- STA.143+50 TO 144+50 RT SEE XSC FOR DITCH GRADE 3 TONS, 11 GEOTECH WOODS 1.0% PIPE SLOPE THIS SIDE OF ELBOW ROD AND LUG WITH GASKETS (ELBOWS) w0oos PROP. DRIVE WOODS WOODS DRAIN LINE EMOVE H n mI I, rn>;ni u m r -' - nri1 tf-'. nfun,..f:, . , .mierii�•'-G n•- � CUT TO FILL TRANSISTION CLASS II RIPRAP 40 TONS, 42 SY GEO TOE PROTECTION SEE DETAIL 48F CLASS I RIPRAP 57 TONS, 80 SY GEO WOODS SPECIAL CUT DITCH SEE DETAIL 48C CLASS B RIPRAP 45 TONS,100 CY GEO WOODS DETAIL 48D FALSE SUMP ( Not to Scale) Outside Ditch Traffic Flow S=Ditch Slope GI etc. l Proposed Ditch yy11J` 4 y SEPTIC TANK WOODS WOODS WOODS CLASS B RIPRAP 3 TONS, 10 SY GEO dy - Y2- STA. 145+87 RT - Y2- STA.151+10 RT DO NOT DISTURB REMOVE 20 LF PO PLUG LLII CLASS B RIP -RAP 3 TONS, 7 SY GEO T. J. EDARDS DETAIL 48E FALSE SUMP ( Not to Scale) Outside Ditch Traffic Flow S=Toe of Slope MIN. ELEV=1997.0 TOE OF FILL -L- STA. 142+67 RT MICHAEL HOLDER MAX 1.0% 1.0% PIPE SLOPE THIS SIDE OF ELBOW PROP. RETAINING WALL #41 W/CONCRETE DITCH BEGIN —Y2— STA. 146+60± END —Y2— STA. 148+80± WOODS CONC. DITCH BEHIND RETAINING WALL SEE DETAIL 48G 179 PERMIT DRAWING SHEET 30 OF 34 PROP. DRIVE CLASS I RIPRAP 4 TONS,10 GEOTECH WOODS WOODS 36 C� PROJECT REFERENCE NO. A-0009CC RAM SHEET NO. ROADWAY DESIGN ENGINEER INC•MPLE DO NOT USE FOR HYDRAULICS ENGINEER CE PLANS t/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED S TGS ENGINEERS 2O1 W. AAARION ST S HELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 1.0% PIPE SLOPE THIS SIDE OF E :.• ROD AND LUG W/ GASKETS (ELBOWS) 18" CMP PH JB vM4 FALSE SUMP SEE DETAIL 48D 7 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER FOR —Y2— PROFILE, SEE SHEET NO. 76 RFVISIfNS ,tal\Drawings\A-0009CC PSH\A-0009CC_Hyd —Y2— CURVE DATA P/ Ski /42+3076 P/ Ski /52+17J3 A = P 24' 23f (LT) D = 0' 28' 38.9' • L = 294.56' T = 14729' R = 12,000.00' SE = /yC DS = 60 4VPH WOODS LU Z= J WOODS HOUSE A = 54' 14' 50.1' MT) D = 521'17f L = 1A13A7' T = 548.10' R = 1070.00' SE = 0.08 DS = 55 4/PH DETAIL 48A SPECIAL CUT DITCH (Not to Seale) - Y2- STA. 139+00 TO 139+34 RT SEE PFL FOR DITCH GRADE (0.5%) DETAIL 48F TOE PROTECTION (Notro Seale) Type of L ner=Class 1 Rip -Rap - Y2- STA 139+34 TO 141+09 RT - Y2- STA 141+20 TO 142+25 RT TEMPORARY — IMPACTS IN SURFACE WATER SITE 27 f10 NOT $URY INVERT J I l � E IMPACTS IN SURFACE WATER SPECIAL CUT DITCH SEE DETAIL 48A "aRpS � PROP. DRIVE j%' //// DO NOT DISTURB SHED �J"----, TOE PROTECTION SEE DETAIL 48F CLASS I RIPRAP 80 TONS, 112 SY GEO CONTRACTOR TO REPAVE - — POPLAR HILL DRIVE IF - — ---1,7\ -----:_/..„, DAMAGED DURING _ _,0�5.,AA \�\� CONSTRUCTION IMPACTS IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER 44. F_— DETAIL 488 OUTLET CHANNEL STABILIZATION IIyy�� ( Not to Scale) ra� Length=20 Ft. CHANNEL l,j D Min. d=3 Ft. tv.ab Y2 STA 141+75(134' LT) TO 141+86(151' LT) RETAINING DETAIL 48C SPECIAL CUT DITCH (Not to Scale) Natural Ground GeoteNile Type of Liner -Class B Rip -Rap 1 Front DA Slope Min. D=2 H. d=1.5 Ft. - Y2- STA. 143+50 TO 144+50 RT SEE XSC FOR DITCH GRADE DETAIL 48D FALSE SUMP ( Not to Scale) Outside Ditch Traffic Flow S=Ditch Slope GI etc. CL Proposed Ditch I // / / y i //%_wA\Vv 1A -Y2- STA. 146+60 TO 148+80 RT �' ▪ / / / / / / / /// 7 /%— \/ 1 \ (SEE WAL ENVELOPES FOR DITCH GRADE) f S / /// // / \ \ i / /j //I I --// DETAIL 48G CONCRETE DITCH BEHIND RETAINING WALL ( Not to Scale) n\ BOND J%' BREAKER D= 1.0' B= 2.0' NATURAL GROUND —/V1 111 ////7. /�\\\111�I�1111 //P i%/i/ // // Il III /// T..ED.-RDS —/ ��%�/ i/�� 3E17� 11A1�\�1-///// /7 1 p/DOD-5 OUTLET CHANNEL STABIUZAAON 11 \ �/ I I ,r/ / SEE DETAIL 48B / / / CLASS I RIPRAP / ////// / / I / / 30 TONS, NO. GEQ// /� / / / - Y2- STA. 145+87 RT - Y2- STA.151+10 RT C SBRIPWP %'�� / il/ i//7//////i / ...-- - / .-/ ----' L/L:/,:/,:/:-/;1,/,(Lzrz //0,0 ////////z//; 1-0% PIPEISyOPE/ / / / / /I' /llll/%°%//%/2 // pis SIDE -OF -ELBOW.- / f l� 1 // _� ROD —AHD L-UG///; (l ice= - WITH GASKETS_ / ,r OR ' _ 2g. LF / (EI.BOW5l� \ k � _ PLUG PR \/R RY Y � o-� ____- ---*/ enFU 1- a11 t. weoos me1i11111ni1Sei1'1111 dOVE H 1G ////77 'JB vr¢Iab d/ / T To FILL/1/R,‘ s I f/ I / / 0 TS II , 42AP a0-TONs.bz,sv TOE PROTECTIO/N SEE DETAIL 48F CLASS I RIPRAP �j�I/% 57 TONS, 80 SY GEO - / / lIIllllllIIitl //'/WM/P//j/J/ /1111111111 II 1 / ///l///%/7// L/III 1 SYSSHOULDERTA. 139 50 TO ER GUTTER ICI l 1 142+00, RT ` 11111 II'( �w�wvv�� /� ',ji1 j ILI ii'I1111I' n. • Avvvvvvvvvv- cUslS) 9 4 SPECIAL CUT DITCH /,CL.ASSSEBARIPRAP IL 48C ///45 TONS,100 CY GEO 71 /jam ///%%/// ji�;ii/" / PROP. RETAINING WALL #41 W,CONCRETE DITCH BEGIN -Y2- STA. 146+60± END -Y2- STA. 148+80± DETAIL 48E FALSE SUMP ( Not to Scale) Outside Ditch Traffic Flow S=Toe of Slope =\ \ /-Ty nn Ls ' -L- STA. 142+67 RT MIN. ELEV=1997.0 TOE OF FILL PERMIT DRAWING SHEET 31 OF 34 PROJECT REFERENCE NO. A-0009CC RAM SHEET NO. ROADWAY DESIGN ENGINEER INC c•MPLE DO NOT USE FOR HYDRAULICS ENGINEER FE PLANS t/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS 201 W. AAARION ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 ////tis /// / yC CLASS B RIPRAP 3 TONS, 10 SY GEO 1 ti / _- 1 / / MAX 1.0% PIPE'SLOPF q_TON5; 10 GL0T - N VAA / i / 4HIS )IDE-OF-ELBOW _--- — --- ,t �v� A �,'AA �A �� I1A��A\vv��- DENOTES TEMPORARY IMPACTS IN SURFACE WATER PROJECT REFERENCE NO. A-0009CC SHEET NO. 2030 2020 2010 2000 1990 1980 1970 1960 1950 1940 1930 NIL—� pry,....— • MMM EME_�� _olr ' MI I s�� Y_o11 l o_ 000•1s� 1 11 __may` d•I1U i k ...Il rY■I.I =•••rWW■■r ••W . J'r'''••=`��'..r 1 •I -.\ •J. ■ I II7•_, v1•1•vl I•• 11 ......oW■ r ;III II!!!I!III III!IIIIPI! !I IIIG�!I I!:II!!III!1:11!I111 1 1:1:01 . n.alr.J.J G\■■ri,l G1ra :1- :1:1 :. I ■ 4IP/rLl■1/Al. ■11■■I'.:ILl":1111I d-d■■A /111.. 1•.Gl•1.•l■■.• • - - •r7r- . •_]T,TJC-E •11C\■■ II1171I AA] - •' _AL'M. &ME IIIIIIIIIIIIIIIIIII _ Mr .■m 113L_ i.■n. L■"L_ ...1 ■■.1 ■■.1 ■■.1 MIME PERMIT DRAWING SHEET 32 OF 34 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 (704) 476-0003 CORP. LICENSE NO.: C-0275 2030 _on m V1T:i 1I�FWM= WI m 11= JA1:I.i 7M,a I.C1- 11o.....1\ .w_ — 101 I. I •JJ.1 •J..I •J■I,. II■1 I10-4 •J■.J Ik JI .I -I vdr 1 II ME■ i.. I -_ W.. 2020 2010 \ 2000 ■� IM II\I rll7 1■ 'J�.w ■■■11 ■1tl1TJ ■11l\1. i•JI•►I ! !L& RI= !_TSlT71117 ■LI 17■_J•1.L17I■1� • 'J•I_. • LI-1� ■■■■■■■■■L\■■■■■■■■■L\■■■■■■■■■■■11 • L\ r 1 I1 50YR WS.=1958.4 1 • • a L1 1990 11 1 1980 1 11 1 r a 11 1\ 1970 L \1 11 1 L1 1\ ..■■■"' II J II eL •777GG I . ■MM.IBMP_i-iG�G:GGLGi-777C_6i.7 -1 11111E •I .■' 11151/i •11= NE•ER 7•1 I mft1 1 1 C• 1.0:7G_r! 11 1 IP 1\ _ • He= MEM LINEN INVERT EL. =1937.6' CLASS I RIPRAP 1r1►-r-moony_ rr■r- •l■■■r1 11 •.■r•-■r1■r•r 71'A O1 :a.r'I IMINI IO'•w 11]' 1 1,11\AJ•.■ TI 1■■ B9111. cry: Ioa NISI■■\' 11L.ILLI J■1=1'17GG■II■']r• 1940 1960 1950 -]►7r\rr7_ 7 _ TIflP' _Rr_.Irrl......11 1111. 1171 ■1 71 I II 71010\■1 M■ 111 C\ C\I ■ 71 ■1111■■ 11 11■ 1:1 ■ It 1U LLL'71...L■LI 11 11111111 11 INVERT EL. =1941.2' -minr.1rnr1.= M E111U�11/,11'e1■ iu2I II 7■7 1I'•I1',•1•1• 111.I'a.l .1 • ■�■� %% 1930 Mt 111■TJ a:. M, .•EITrIMr• 17I1■■■I LP/I.11111 ..r!•MM r, 7C7DC 9.1•Rii■..yyl. L•.7 11,11 ,1 111.1 I,■■.. ■ L'I. 11 ,111r, 1.11'■\.'/1!WI 11 III.■■r=1 I.\■'II IU L.• ••1: I1■ I'=II I. ■ '•' • 1U 1 .I .111 .. I W........................................7111111111111111111t111111111111111111 ri W.W.W.==1== ..W.W...W.W.. W 11111111 11111111 E 2 7 =Mu .■■■ ■■■■ ■■■■ SCALE 1"=20' HORIZONTAL 1"=20' VERTICAL -150 -100 -50 0 50 100 150 Hand Existing Existing Existing NCSAM / Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Channel Natural Site Station StructureNRTR NCWAMFill In Fill In in Clearing in SW SW Impacts Impacts Impacts StreamNo. (From/To) Size / TypeMap ID RatingWetlands 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 -L- 419+21 to 419+65 LT 24" CSP/Berm Ditch SBB < 0.01 < 0.01 38 54 1 -L- 419+21 to 419+44 LT Impacts to Wetland WBB Medium < 0.01 < 0.01 2 -L- 458+23 to 458+31 LT 36" CMP Inlet SBC < 0.01 69 2 -L- 458+27 to 458+53 RT 36" CMP Outlet SBC < 0.01 < 0.01 18 17 3 -L- 467+36 to 467+47 LT 36" CMP Inlet Carver Branch Low < 0.01 16 3 -L- 468+02 to 468+28 RT 36" CMP Outlet Carver Branch Low < 0.01 < 0.01 12 20 4 -Y2- 13+50 to 13+73 RT 36" CMP Inlet Johnson Gap Branch < 0.01 27 4 -Y2- 12+79 to 13+07 LT 36" CMP Outlet Johnson Gap Branch < 0.01 < 0.01 12 24 4 -Y2- 13+06 to 13+24 LT 36" CMP Outlet SEY < 0.01 18 4 -Y2- 12+60 to 12+84 LT 36" CMP Outlet SEZ < 0.01 24 5 -Y2- 14+46 to 15+25 RT 36" RCP Outlet Johnson Gap Branch < 0.01 83 6 -Y2- 23+52 to 23+92 RT Roadway SBG < 0.01 43 7 -Y2- 26+08 to 27+35 LT Roadway WBV Low < 0.01 < 0.01 0.02 8 -Y2- 27+79 to 28+01 RT 48" CSP Inlet Carver Branch Low < 0.01 < 0.01 22 218 -Y2- 27+32 to 27+47 LT 42" & 54" Outlet Channel Carver Branch Low < 0.01 < 0.01 47 119 -Y2- 35+91 to 36+06 RT 48" RCP Inlet SBC < 0.01 < 0.01 50 8 19 9 -Y2- 35+16 to 35+53 LT 48" CSP Outlet SBC < 0.01 < 0.01 14 14 10 -Y2- 44+52 to 45+01 LT 54" CAAP Outlet Channel SBD < 0.01 < 0.01 23 26 11 -Y2- 46+92 to 47+00 RT Channel Change SFT < 0.01 < 0.01 4 16 11 -Y2- 46+67 to 49+75 RT Channel Change SFP Medium 0.04 < 0.01 288 29 11 -Y2- 49+06 to 49+87 RT 48" CSP Inlet SFH < 0.01 < 0.01 37 20 38 11 -Y2- 50+88 to 53+14 LT 42" CSP / Channel Change SFH 0.03 < 0.01 240 16 12 -Y2- 57+08 to 59+56 RT Roadway/Toe Protection SFM < 0.01 191 12 -Y2- 60+02 to 60+23 LT 24" CMP Outlet SFM < 0.01 < 0.01 16 8 13 -Y2- 59+10 to 59+95 LT Roadway Fill SFN < 0.01 < 0.01 72 15 14 -Y2- 66+30 to 66+49 LT 6'x6'x RCBC Inlet Carver Branch Low < 0.01 19 < 0.01 0.11 0.05 1092 63 584 *Rounded totals are sum of actual impactsRevised 2018 Feb SHEET 33OF 34 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSGRAHAMA-0009CC32572.1.15NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS11/1/2021 **Notes: SHEET TOTALS*: Hand Existing Existing Existing NCSAM / Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Channel Natural Site Station StructureNRTR NCWAMFill In Fill In in Clearing in SW SW Impacts Impacts Impacts StreamNo. (From/To) Size / TypeMap ID RatingWetlands 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)14 -Y2- 67+12 to 67+69 RT 6'x6' RCBC Outlet Carver Branch Low 0.01 < 0.01 84 20 15 -Y2- 68+25 to 68+35 LT Stream Restoration SBJ < 0.01 20 15 -Y2- 67+66 to 67+91 RT 66" CAAP SBJ < 0.01 67 16 -Y2- 75+85 to 76+04 LT 42" RCP Inlet SBN < 0.01 22 17 -Y2- 75+67 to 75+89 RT Construction Easement SBP < 0.01 21 17 -Y2- 75+89 to 80+17 RT Floodplain Bench SBO < 0.01 0.02 6 419 17 -Y2- 79+70 to 80+15 RT Floodplain Bench Carver Branch Low < 0.01 50 18 -Y3- 11+91 to 12+04 LT 18" RCP Outlet Ditch Edwards Branch < 0.01 16 19 -Y2- 97+95 to 99+45 LT 30" RCP & Channel Change SBV < 0.01 < 0.01 67 77 42 20 -Y2- 98+02 to 99+22 RT 2@6'x6' RCBC Carver Branch Low < 0.01 < 0.01 50 20 21 -Y2- 99+73 to 99+85 LT 1@12'x5' RCBC Inlet Edwards Branch < 0.01 < 0.01 30 24 3 21 -Y2- 99+89 to 99+94 RT 1@12'x5' RCBC Outlet Edwards Branch < 0.01 10 21 -Y2- 99+71 to 100+13 RT Floodplain Bench Const. Carver Branch Low < 0.01 < 0.01 23 20 22 -Y2- 109+70 to 112+01 LT&RT Roadway/Channel Change SCB 0.01 < 0.01 209 12 22 -Y2- 109+60 to 111+38 LT Roadway/Channel Change WBR Medium 0.07 < 0.01 0.01 22 -Y2- 109+73 to 112+43 RT Bank Stabilization Stecoah Creek < 0.01 < 0.01 31 20 23 -Y2- 119+92 to 122+49 LT Rock Fill in Pond PH 0.06 0.06 24 -Y2- 123+32 to 125+51 LT Channel Change SCD 0.02 < 0.01 226 66 25 -Y2- 122+95 to 126+55 RT Floodplain Bench Const. Stecoah Creek 0.04 361 26 -Y2- 128+02 to 128+66 RT Bank Stabilization Stecoah Creek 0.01 0.01 31 31 26 -Y2- 128+93 to 130+43 LT 3@10'x9' RCBC Outlet Stecoah Creek 0.04 0.03 35 54 65 27 -Y2- 141+09 to 141+21 RT 60" CAAP Inlet SDT 0.01 < 0.01 43 9 16 27 -Y2- 141+25 to 141+97 LT 60" CAAP Outlet SDT 0.02 < 0.01 91 11 SHEET TOTALS*:0.07 < 0.01 0.01 0.22 0.20 852 315 1235 0.07 0.00 0.01 0.01 0.04 0.33 0.25 1944 378 1819 *Rounded totals are sum of actual impactsRevised 2018 Feb SHEET 34OF 34 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTS**Notes:DIVISION OF HIGHWAYS 11/1/2021 GRAHAM A-0009CCPROJECT TOTALS*:32572.1.15 NC DEPARTMENT OF TRANSPORTATION