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HomeMy WebLinkAbout20210067 Ver 1_DB00487 PLANS_20210111 U \ �� \ y SHEET TOTAL \\ CO y EEI A I i 'I/ /• I I • I A \ '/ � A STATE STATE PROJECT REFERENCE NO.p9 �0 I1 /` 1 N r rlI I NO. SHEETS ci_, 00 _ DIVISIIN SF I—iI ( 1—i Noco D F15402 .2 054808 1 27 cz 00 cP ,,,s,e, d` PROJECT ul N DF15402.2054808 0 N V LENOIR COUNTY N -a .66 OZ • 1 N � Oc,, . titi o c z£' Nathan .60 LOCATION: SR 1121 (DAVISDA VIS MILL RD) 200 SOUTH OF d' -1z7.1 S . "athan JUNCTION WITH SR 1129 (NATHAN HILL RD) 111 .4 4), c NEW STRUCTURE #530223 oiL41 ti) TYPE OF WORK: GRADING, PAVING DRAINAGE AND STRUCTURES lill * '101 cl DAMAGE DUE TO EFFECTS OF Co Lb4 0,, HURRICANE FLORENCE N co N. (s)"z •././ I J C...) See Sheet 1 A For Index of Sheets o co isikr o rn 0 0 /" * 30.00' / ` 0 N T 20.00' e 20.00' c>a 30.00' N cn cn r / NN m m m \ oli4 O m m \\ m END f— ECT r- N \\ /\ / — STA 14+50 I Ico , L I I "K . _,,„ , _____, ____ ,.1 , ,, ,.. . ___ _ ___ ',�"� \. SR 1121 4yr r I 1 1 BEGIN PROJECT r.,,�;. I I I -L- STA 12+50 °O O I Ifcr) a LZI N 3 1 NO J co m 00, �~ IIII m / 20.00' m �~ n 30.00. .00 • • HYDRAULICS ENGINEER ooaaooaonvo GRAPHIC SCALES PROJECT LENGTH Prepared in the Office of: 000° °0000 › c..) 000 O��H—CARpI/ 000 DIVISION OF HIGHWAYS i OESS%o,4e °°o N 20 10 0 20 40 1037 W. H. Smith Blvd., Greenville NC, 27858 0 SEAL` o monree034398 a (6-t- �g� DocuSigned by: O $ O r 2018 STANDARD SPECIFICATIONS Graff00%�°�,,Fi�GI NE�� `�S`'000 0 PLANSEyekei. D. P.F0C4F54DD... O°o�FY 0oo� DOOO 0 n- ,, LENGTH PROJECT DF15402.2054808 = 0.038 MILES SIGNATURE: 9,ftp�� m � 20 10 0 20 40 RIGHT OF WAY DATE: JEFFREY D. CABANISS, P.E. ooaa0000aaoo a „W () PROJECT ENGINEER ROADWAY DESIGN .0° H CARo vDoo NOVEMBER 2018 0 ,� °00 °° I �iz E111GI11tEER o 00 ��°�FESS/p�,� ° o \,,0„ PROFILE (HORIZONTAL) ��sEA �� o o owW 4 2 0 4 8LETTING DATE: LANG JONESp $ 034398 a ��p OCTO B E R 2020 PROJECT DESIGN ENGINEER DocuSigned by: ioa o000 oF�°�HGINE��P�So 000 F4.7 �ia O ic��'O o000000° p0v� P.E.°o°opoY D CE'�00000 o� `, PROFILE (VERTICAL) SIGNATURES 9�P@�pPR4 J.1 PROJECT REFERENCE NO. SHEET NO. DF15402.2054808 IA co STAT OF NO II'� TH DIVISION OF HIGHWAYS INDEX OF SHEETS: GENERAL NOTES: 2018 SPECIFICATIONS EFF. 01 -16-2018 EFFECTIVE: 01 -16-2018 REV. Q REVISED: 2018 ROADWAY ENGLISH STANDARD DRAWINGS vi 1 TITLE SHEET 1A INDEX OF SHEETS, GENERAL NOTES & STANDARD DRAWINGS GRADE LINE: The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - ce 1B CONVENTIONAL SYMBOLS GRADING AND SURFACING: N. C. Department of Transportation - Raleigh, N. C. , Dated January, 2018 are applicable to this project 2 TYPICAL SECTIONS and by reference hereby are considered a part of these plans: 3 SUMMARY OF QUANTITIES THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED 3A SUMMARY OF EARTHWORK,GUARDRAIL & PAVEMENT REMOVAL SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE STD. NO. TITLE 4-5 PLAN SHEET ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE DIVISION 2 - EARTHWORK TMP1 -TMP2 TRANSPORTATION MANAGEMENT PLANS ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. 200. 02 Method of Clearing - Method II UC1 -UC4 UTILITY CONSTRUCTION PLANS 225. 02 Guide for Grading Subgrade - Secondary and Local EC1 -EC3 EROSION CONTROL CLEARING: 225. 04 Method of Obtaining Superelevation - Two Lane Pavement X1A CROSS SECTION SUMMARY DIVISION 5 - SUBGRADE, BASES AND SHOULDERS X1 CROSS SECTION SHEET CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY 560. 01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I Cl -C7 STRUCTURE PLANS METHOD II . DIVISION 8 - INCIDENTALS 862. 01 Guardrail Placement SUPERELEVATION: 862. 02 Guardrail Installation 862. 03 Structure Anchor Units ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO. 225. 04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. SHOULDER CONSTRUCTION: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560. 01 GUARDRAIL: THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. SUBSURFACE PLANS: NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. r ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON THE PLANS. 10 RIGHT-OF-WAY MARKERS: Q ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS. cn UTILITIES: ALL UTILITIES WILL BE RELOCATED BY OTHERS, EXCEPT AS SHOWN ON PLANS OWNERS: CENTURY LINK DEEP RUN WATER CORPORATION DUKE POWER N ft O: rc W 6—ILL] cr)Q NU Z O cc N�W cc CLCC L±JU O(:9 T i \ HIGHWAYS PROJECT REFERENCE NO. SHEET NO. N STATE OF 11�\ T 1 I C .,� 1\ T�a I I I S Jl I F DF/5402.2054808 /B N 9 N CONVENTIONAL PLAN SHEET SYMBOLS BOUNDARIES AND PROPERTY: Note: Not to Scale *S. U.E. = Subsurface Utility Engineering WATER: RAILROADS.• State Line ----- ----- I I HedgeWater Manhole Standard Gauge County Line CSX TRANSPORTATIONNS Water Meter 0 RR Signal Milepost MILEPOST 35 Woods Line Township Line Water Valve Switch Orchard 0 C3 C3 City Line SWITCH Water Hydrant > RR Abandoned + { + + Vineyard Vineyard Reservation Line U/G Water Line LOS B (S.U.E*) - - - -w- - - - RR Dismantled EXISTING STRUCTURES: Property Line U/G Water Line LOS C (S.U.E*) - -w- - Existing Iron Pin 0 EIP MAJOR: U/G Water Line LOS D (S.U.E*) w Computed Property Corner X RIGHT OF WAY & PROJECT CONTROL: Bridge, Tunnel or Box Culvert CONC Above Ground Water Line A/G Water Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall - j CONC WW Property Monument ECM ® Primary Horiz Control Point 0 MINOR: TV: Parcel/Sequence Number TV Pedestal c Existing Fence Line -x x X- Primary Horiz and Vert Control Point , Head and End Wall / CONC HW Exist Permanent Easment Pin and CapPipe Culvert TV Tower C Proposed Woven Wire Fence 0 HH New Permanent Easement Pin and Cap • Footbridge >_ U/G TV Cable Hand Hole Proposed Chain Link Fence _ _ _ _T�_ _ _ Vertical BenchmarkU/G TV Cable LOS B (S.U.E.*) Proposed Barbed Wire Fence O I Drainage Box: Catch Basin, DI or JB CB Right of WayMarkerU/G TV Cable LOS C (S.U.E.*) - —TV— - Existing g A Paved Ditch Gutter * TV ExistingRight of WayLine - S U/G TV Cable LOS D (S.U.E.*) Proposed Wetland Boundary WLe g Storm Sewer Manhole * _ _ - —TV Fo_ — U/G Fiber Optic Cable LOS B (S.U.E.*)New Right of Way Line 0 Storm Sewer s Existing Endangered Animal Boundary EAB U/G Fiber Optic Cable LOS C (S.U.E.*) - —TV Fo— Existing Endangered Plant Boundary EPB New Right of Way Line with Pin and Cap ® A UTILITIES: * U/G Fiber Optic Cable LOS D (S.U.E.*) TV Fo Existing Historic Property Boundary HPB New Right of Way Line with POWER: ConcreteGranite ® (i) GAS: Known Contamination Area: Soil =�: -5 - =®: or ranite R'W Marker -5 - Existing Power Pole i New Control of Access Line with Gas Valve 0 Potential Contamination Area: Soil - -5 -m-5 - Concrete C/A Marker 0 Proposed Power Pole b Known Contamination Area: Water - =®. -w- V.: -w- Gas Meter Existing Control of Access , A , Existing Joint Use Pole U/G Gas Line LOS B (S.U.E.* - -) - — — Potential Contamination Area: Water w XX W Pro osed Joint Use Pole New Control of Access @ p U/G Gas Line LOS C (S.U.E.*) - —c— — Contaminated Site: Known or Potential AIN ��� Power Manhole Existing Easement Line E U/G Gas Line LOS D (S.U.E.*) G BUILDINGS AND OTHER CULTURE: New Temporary Construction Easement - E Power Line Tower X A/G Gas p ry Above Ground Gas Line Gas Pump Vent or U/G Tank Cap 0New Temporary Drainage Easement TDE Power Transformer r Sign 0 s New Permanent Drainage Easement PDE U/G Power Cable Hand Hole SANITARY SEWER: Well ° H-Frame Pole .-• Sanitary Sewer Manhole OO New Permanent Drainage / Utility Easement DUE Sanitary Sewer Cleanout O Small Mine New Permanent Utility Easement PUE U/G Power Line LOS B (S.U.E.*) - - - —P— — — — Foundation U/G Power Line LOS C (S.U.E.*) - —P— - U/G Sanitary Sewer Line SS New Temporary Utility Easement TUE A/G Sanitary Sewer Area Outline U/G Power Line LOS D (S.U.E.*) P Above Ground Sanitary Sewer New Aerial Utility Easement AUE SS Forced Main Line LOS B (S.U.E.*) - - - —FSS— — — - Cemetery t TELEPHONE: Building ROADS AND RELATED FEATURES: School � Existing Edge of Pavement SS Forced Main Line LOS C (S.U.E.*) - —FSS— - Existing Telephone Pole AD- SS Forced Main Line LOS D (S.U.E.*) FSS Church - Proposed Telephone Pole Er-1-1 Existing Curb Telephone Manhole MISCELLANEOUS: Dam Proposed Slope Stakes Cut Utility Pole 0 HYDROLOGY: Proposed Telephone Pedestal T Proposed Slope Stakes Fill Utility Pole with Base Stream or Body of Water Telephone Cell Tower Proposed Curb Ramp CcR-) Utility Object ect o Hydro, Pool or Reservoir T T T U/G Telephone Cable Hand Hole HHObj Existing Metal Guardrail U/G Telephone Cable LOS B (S.U.E.*) - - - -T— — — — Utility Traffic Signal Box ❑s Jurisdictional Stream is Proposed Guardrail T T T T p .U.E.*LOS C CableS TelephoneUtility Unknown U/G Line LOS B (S.U.E.*) ?UTL Buffer Zone 1 Bz 1 p (S.U.E.*) - -T- - fl o a U/G Existing Cable Guiderail U/G Tank; Water, Gas, Oil Buffer Zone 2 BZ 2 0 U/G Telephone Cable LOS D (S.U.E.*) T Flow Arrow Proposed Cable Guiderail o Q EU U/G Telephone Conduit LOS B (S.U.E.*) _T�_ _ _ _ Underground Storage Tank, Approx. Loc. n Equality Symbol A/G Tank; Water, Gas, Oil pp i g Stream U/G Telephone Conduit LOS C (S.U.E.*) - —TC— - Disappearing Pavement Removal Geoenvironmental Boring Spring 0----- ---- U/G Telephone Conduit LOS D (S.U.E.*) TC VEGETATION: U/G Test Hole LOS A (S.U.E.*) Wetland * U/G Fiber Optics Cable LOS B (S.U.E.*) - - - —T FU— — - Single Tree 3 Abandoned According to Utility Records AATUR Proposed Lateral, Tail, Head Ditch > > > > U/G Fiber Optics Cable LOS C (S.U.E.*) - —T Fa— — F`CW Single Shrub E.O.I. 9 End of Information False Sump U/G Fiber Optics Cable LOS D (S.U.E.*) T F° 0- PROJECT REFERENCE NO. SHEET NO. 0- DF15402.2054808 2 m R'W SHEET NO. ROADWAY DESIGN DESIGN ENGINEER ENGINEER y IIIIIII_ ��.*`o1�k�CARO(�'',, ��•%`o`,1N'CAR01/i'' PROP . APPROX . 1 - 1/2 " ASPHALT CONCRETE SURFACE COURSE , TYPE S9 . 5B , AT ?�...... io/�I'//'''� '- ?.''FEssio''• ' C1 cuSigne"c ;'•••� . Signed‘ ... AN AVERAGE RATE OF 165 LBS . PER SQ . YD . L!. :: 9 -:. IF...‘ oofff� = 7,.... -�•:r 4DCti.. � F�,�5��4�SrlDD..y � ,, ,'���Di a V,,,,, ,'-,,��� pi u��o���,� PROP . APPROX . 4 " ASPHALT CONCRETE INTERMEDIATE COURSE , TYPE 9/10/2020 9/10/2020 D 1 11 9 . 0 C , AT AN AVERAGE RATE OF 456 LBS . PER SQ . YD . DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED E1 PROP . APPROX . 4 " ASPHALT CONCRETE BASE COURSE , TYPE 22' B25 . 00 , AT AN AVERAGE RATE OF 456 LBS . PER SQ . YD . i. 12 ' 1 10' 6' 8' T EARTH MATERIAL . ► 3' .> ( Cl 5, D1 ! EE1 VAR ! VAS < U EXISTING PAVEMENT . — 8/, — I - - — �qR V g\ I v I .I� � � I I EU tn Y FOUNDATION CONDITIONING MATERIAL 101 400 z 0 N_ ce I YP/CA/ SI C l IOC HI (NI S) NO l /- : BAV BMI- N l I- DGB SDOBBS AR/- l : l UNDI- SS SHOWN 01 HBRW l SB l SI A / /ON I D / 30O00 /4 + 5OOO .... 26'—6„ ►; . 29'—6„ pi- 1 1 /2' ►�� /0' 6'� I �— 8'—► C1 ! D1 . 3 . I E1 5' 30l I I I I 3.,/ ct ' \ // N / N 0-1 N //'—4 ////6" co 0 co J i 0.00% SLOPE ELEV■ = 85.83 \' ' ARSQU9se Kr 0 �,r 4'r3r:,r:'i,r:,r:,r:sr:,ram,4;:'r.,r:,r:'r: ,r\ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 �� o�ro�ra� a�ro�%�ra�ryra�ra�ro���ro�ra�ryro�ra��ro�ro�ra� a�ro�i�ra�ryra�ra�ro���ro�ra�ro�ro�ra��ro�ro�ra� a�ro�i�ra�ryra�ra�ro���ro�r )(roy�\y,�p�(�oy�\yam{]-o,�, o\,�_Qga�Jo,Q�a�Jypl��a ■ a_tit a a�ggt��o a a gga-�O a a �QaV�jp�.� ,oQo��y,��po�\��a�\�Q^ 0.. 0.. o. -... 0\.\'o\'o. ov o0 o\:r o\ o0 0\ ou \.. v \ v . \'.\'.. v . \.r \ o \ u \.v v \ v�.0 ..\'.o ♦ . o \.r u o \ u \.v v . -AK. ..\'.o ♦ v , \.r . 0 )"✓1'�:.V _. ;,r1(\IIV 1 '' 4 �M1 1� 1 �' 1� 1 U.O./1. /r'�b FF.QFF,G 4r�M M M M M1.�MMMMr�MrYr�MMr�Mr�MMr4r�MMMMr� r1��Mr�Mr�MMr�MrYr�MMMMMr4r�MMMr�Mr�Mr1.�Mr�MMr�Mr�MrYr�MM`MMMr4r�MMr�Mr�Mr�Mr1.�Mr�MMMr�MrYr�M�Mr� �� R \ FOUNDATION CONDITIONING MATERIAL FOUNDATION CONDITIONING MATERIAL in 411 Y r /0 N c, Up o: / YP/CA/ BOX CU/ V l RI SI C / /ON " 2 (N / S ) I ND V// W BOX CU/ V l RI SI C / /ON " S (N / S) z w III I Sl AlION lS l4 (O . l Sl AlION lS l 4 /o5 u) ,....0, o- PROJECT REFERENCE NO. SHEET NO. o- DF15402.2054808 Sr .,k rI I :; I I "I .,k • I I IIVISI * OF" HD HWALJ (S UMMAR Y OF QUANTITIES ITEM NUMBER SECT DESCRIPTION CITY UNIT 0000100000-N 800 MOBILIZATION 1 LS 0000400000-N 801 CONSTRUCTION SURVEYING 1 LS 0043000000-N 226 GRADING 1 LS 1330000000-E 607 INCIDENTAL MILLING 250 SY 1491000000-E 610 ASP CO N C BASE CRS B 2 5.00 60 TON 0 1503000000-E 610 ASP CONC INTR CRS I19.00 60 TON `, 1519000000-E 610 ASP CO N C SURF CRS S9.5 B 50 TON w L 1575000000-E 620 ASP FOR PLANT MIX 10 TON 3030000000-E 862 STEEL BEAM GUARDRAIL 175 LF 3180000000-N SP GUARDRAIL ANCHOR UNITS, TYPE 350 4 EA 4810000000-E 1205 PAINT PVMT MARKINGS 4" 600 LF 5912000000-N SP RELOCATE EXISTING WATER LINE 1 LS 6000000000-E 1605 TEMPORARY SILT FENCE 400 LF 6029000000-E SP SAFETY FENCE 200 LF 603 7000000-E SP CO I R FIBER MAT 100 SY 6071012000-E SP COI R FIBER WATTLE 50 LF 6084000000-E 1660 SEEDING AND MULCHING 0.5 ACR 6090000000-E 1661 SEED FOR REPAIR SEEDING 50 LB 6093000000-E 1661 FERTILIZER FOR REPAIR SEEDING 0.2 TON 6096000000-E 1662 SEED FOR SUPPLEMENTAL SEEDING 50 LB 6111000000-E SP IMPERVIOUS DIKE 200 LF 6117000000-N SP RESPONSE FOR EROSION CONTROL 3 EA 6117500000-N SP CONCRETE WASHOUT STRUCTURE 1 EA 8021000000-N 402 REM OF EXIST ST R STA 13+47.5 5 1 LS 8133000000-E 414 FOUNDATION CONDITIONING MATERIAL 110 TON 8196000000-E 420 CLASS A CONCRETE (CULVERT) 191. 1 CY 8245000000-E 425 REINFORCING STEEL (CULVERT) 22920LB 8860000000-N SP D E WAT E R I N G 1 LS H 0 7 (I, 0 V 0 1 l 1 L1 C n l CC �/WI/ �rn WVI V l O�Q NU Z OWC (vimW W�{f} i. PROJECT REFERENCE NO. SHEET NO. o- H. DF15402.2054808 3A LIST OF PIPES, END WALLS ETC. 1 1 I �� \ Ii . TI-i' CAI' IIJ \� ., IIIVISI • I I HI ( H \V A SVS d CLASS III R.C. PIPE STATION z OR PROPOSED DOUBLE REMARKS PAVEMENT REMOVAL S UMMAR Y w ALUMINIZED C.S. PIPE, TYPE IR » -4 1V16 REINFORCED U H OR CONCRETE BOX CULVERT HDPE PIPE, TYPE S OR D IN SQUARE YARDS D Z Z ce N Z O O Q O a Q v LINE STATION — STATION LOCATION REMOVAL (SY) I > > I- O > w w v —L— 12 + 50.00 — 14 + 50.00 CL 500 SIZE V w - 15" 18" 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 18" fl SiO Z z v THICKNESS rn OR GAUGE TOTAL 500 0 O x rn ri O y SAY 510 r -L- 13 +47.55 CL 1 85.83 85.83 0.0% 56' TOTALS 56' NOTE: NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout. APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION STRUCTURE EXCAVATION, BORROW EXCAVATION, FINE GRADING, See "Standard Specifications For Roads and Structures, Section 300-5". CLEARING AND GRUBBING AND REMOVAL OF z EXISTINGPAVEMENT.WILL BE PAID FOR AT THE CONTRACT LUMP SUM ° N PRICE FOR GRADING. E SUMMARY OF EARTHWORK IN CUBIC YARDS UNCLASSIFIED STRUCTURE LOCATION EXCAVATION EXCAVATION UNDERCUT EMBT+% BORROW WASTE —L— 12 + 50.00 — 14 + 50.00 234 1946 0 51 0 1000 EXIST 2 @ 128" X 83" —535 SUB TOTAL 234 1411 0 0 0 1000 SAY 235 1415 0 55 0 1000 L 7 STATE OF NO III TH CAROLINA 0 J "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. DIVISION OF HIGHWAYS TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. GUARDRAIL SUMMARY o G = GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 cc IMPACT '± LENGTH WARRANT POINT "N" FLARE LENGTH W ANCHORS ATTENUATOR SURVEY DIST. TOTAL TYPE 350 0 LINE BEG. STA. END STA. LOCATION FROM SHOULDER REMARKS > STRAIGHT SHOP DOUBLE APPROACH TRAILING E.O.L. WIDTH APPROACH TRAILING APPROACH TRAILING PERMITTED o CURVED FACED END END END END END END NO. G NG —L— 12 + 64.39 13 + 15.43 LT 13 +15.43 12 + 64.39 3' 6' 0' 1' 1 LE —L— 13 + 15.43 13 + 92.03 LT 75' 3' 6' —L— 13 +92.03 14 +43.09 LT 14 +43.09 13 +92.03 3' 6' 1' 0' 1 cc o z rr)w ce —L— 12 +37.67 12 + 86.55 Q RT 12 +37.37 12 + 86.58 5' 8' 1' 0' 1 �~ —L— 12 + 86.58 13 + 84.55 RT 100' 5' 8' o� —L— 13 + 84.58 14 +33.42 RT 13 + 84.58 14+ 33.42 5' 8' 1' 0' 1 wcc o(3: TOTAL 175' 4 0- PROJECT REFERENCE NO. SHEET NO. r ALIGNMENT & CONTROL NOTES DF15402.2054808 4 co CP #1 N 497,808.8920 E 2,391,495.2330 ELEVATION = 96.80 PROP DOUBLE P1 Stu' 19+22.6/ R/W SHEET NO. CP #2 N 498,238.7060 E 2,391,454.5860 ELEVATION = 98.57 ROADWAY DESIGN HYDRAULICS ENGINEER 11'-4 11/16" RCBC A = 89° 24' 38.6" (LT) ENGINEER CP #3 N 498,515.4310 E 2,391,234.9350 ELEVATION = 103.11 -L- STA 1 3 + 47.55 D = 7° 57' 27.9" POT 10+00.00 N 497,754.2240E 2,391,482.8140 -L-ALIGNMENT i �00,111'1,44 ��‘�,"""'°//A O c o �— O2 L = 1,123.57 , \\-\ CARot j p`.CAROL O PC 12+09.98 N 497,964.1576 E 2,391,478.4851 -L-ALIGNMENT T - 7/2.63' �� �� ,. �� �� ,- HARPER BRIAN WHITAKER �Ess/0 : .szct l O PT 23+33.55 N 498,669.2757E 2,390,751.1987 L-ALIGNMENT o R = 720.00 •� `••�.' = ► ���,p„,, DAVIS MILL RD I.�. G'hoy e �` L 'I- POT 25+28.47 N 498,667.2616E 2,390,556.2880 -L-ALIGNMENT 'h H O O N OWNER ADDRESS 192/LIDDELL RD 30.00 zo.00 $ '1854DD . O O zo.00 DEEP RUN NC 7°" *; F ��aDq; .; % �• F x� . �,�.� - . 30.00• <v • �,�,c•.,NGINE •\5 . .,F,c••.•NGINE . v) N I DB 1606 PG 886 5�05 N m .,��,,F .........Pe,,• . •,,FY........Pe,,��. 0 m N F /ACRE m CO 9/lOr� O, 9/10,L020, O � 00 J HOWARD JC FARMS LLC 5 E DOCUMENT NOT CONSIDERED FINAL 5' LT RIGHT OF WAY AREA SUMMARY 1373 DAVIS MILL RD c ��Gt °F w A. } — UNLESS ALL SIGNATURES COMPLETED 5' LT AUE DEEP RUN.NC 28525 © i EX\51\`4 �a"RPARCEL PROPERTY OWNER NAME LOCATION TOTAL PARCEL AREA AREA TO E AREA TO BE PARCEL AREA REMAINING AREA TO BE PARCEL AREA REMAINING • / /`� / \` END OJECT NO. [ACRES] (CONST.EASEMENT) (RANI [ACRES] (AUE.EASEMENT) [ACRES] DB 1372 PG 867 LT [ACRES] [ACRES] [ACRES] 79.26 ACRES CVII \N EN \ - STA 14+50 D 1 HOWARD JC FARMS LLC LT 79.26 0.032 79.228 0.024 79.204 / / C 2 HARPER BRIAN WHITAKER LT 1 0.014 0.986 m N m \ / / / /L 3 HARPER MARTIN W 8 DONNA E RT 733 0.023 0.023 132.978 0.264 132.714 f /I I II \�� F;. ir S o iNJ 30' LT II __ 1 I I '° � ° o s EXISTING RIGHT OF WAY �— / _ / * o F CP *2 v t- \ = In � � x \ 11 I vk 1 F_ _ S 1121 —i _ � N 1°10' 52.6" W i F 1 I // - -W CP# I ■ - _ 1 BEGIN PROJECT _ _ _ _ _ - - - - - - / -L- STA 12+50 F \\ ' // \ _ \ EXISTING RIGHT OF WAY 0/H 0 W \ EXISTING RIGHT OF WAY 0 30' RT � + 26.15/ 0 vv + \\ . \taii. . 0/- DOW30 RT D + 54.5 71 1-11 3 0 RT ST RICKLAND CYNT HIA 31 RT R 1110 I HARPER MARTIN W & DONNA E DAVIS MILL RD `� 3304 NATHAN HILL RD AUE AUE OWNER ADDRESS +5 VA W A\+66 3 OWNER ADDRESS 45' RT AUE AUE 1232 HOWARD PLACE DR + 81.00 3 63' RT/ 2/35 JOHN GREEN SMITH RD O AU I NSTON.NC 28504 N 70' RT °o0, Q,'� DEEP RUN.NC 285AU E AUE AUE HOWARD JOHN C JR DB 989 -38AUE 8 RT AUE AUE AUE 0 1373 DAVIS MILL RD 53.3' RT 0.74 ACRES AUE m AUE AUE 133 ACRES + 00.00 ev DEEP RUN.NC 28525 rn 20.00.W ti <ti 12 3 RT DB 1016 PG 282 7 30.00• °oo. 1.26 ACRES . ' RT 84' RT a + 1.00 AUE �/86' RT 20 ' 0 ' 20 ' 10 ' 60 ' GADHIC SCALE „, n CU NI . (+)01/••Z - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_._ - //,rte- , rf /r/v/77erzr er/7 loo / / // / 0, 1 ir // , / 1 , / / \\ / / ,/ S I, 9 -0 /I/ ///, 1 . 0 Q 92 KE „ , / , Q f `j cc 88 / 0 0 O 84 (V L c, u_) , , , , .7 ,:, O. 80 r0W 01- owl A _ 1'cn 76 Do Do 3o o _s �0 _ L 1 Lr l'. 10 11 12 13 14 15 \\\ .17 PROJECT REFERENCE NO. SHEET NO. ft kiA .•:.O.i4i:ts Daf Di t:i• DF/5402.2054808 5 R'W SHEET NO. 2 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��lmn►r►it ���nInrrq� ,�� RAN; '�. .�' ':•'LESS/p �'r1 •', :� r" :••. is : Signe ••'.• 4: \ .* .;\ 'NG 1 1‘W /`-- .,� ,1p,,•... �` ►arD.liE.►pzp� . 9/1 020 , • P,p ,,.uui►•4Y ...... . CP. `�. 9/10/2020 DOCUMENT NOT CONSIDERED FINAL \ 7 7 UNLESS ALL SIGNATURES COMPLETED \ 77 V / V ‘..0 Vy ` , , 7 7 V / �' /V / 7 V 7/ 7 / /i i \ V i / �/ / / N / / Z / i 0 N W re I \ \ \ / �\ — / LP\ n \Vc\ � \0 -5-- zoo N —_______ o , N o \ 0 1 0.5 RT W D Q AUE AUE AUE 1 0' RT +0Q 00 123 RT 7 cc Q J J (I) > Q 0 CC o > 0 0 N CC Un / cc O NZ I`r)Jkfl 0 LA Oi_Q NUZ OJT N,)W 1 cn o Ill-JIf{f} o_ ,/ 0L9{f} 11 c ' . S " I A ` I I I .N CO) I'� " I H A I' $ I , I N .,.\ SHEET NO. I" - \ ' I S I 0 N • I ' I—ID il—I \VYS INDEX OF SHEETS IMP-1 SHEET NO . 00 TITLE TMP - 1 TITLE SHEET WITH VICINITY MAP & INDEX OF SHEETS qt) TRANSPORTATION MANAGEMENT PLAN LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS , AND LEGEND . 01:) TMP - 2 PROJECT NOTES , DETOUR AND PLANS . 14r) LENOIR COUNTY (:::) N • N iimmis ipw-lfrssit 40 itikirmollliiiir tolliku ROADWAY STANDARD DRAWINGS (:::) iii b•Mil k Di g THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN ROADWAY STANDARD tr)to kill.I I I ri i I MI% 1 stalloal6Wwilk " •� /,t. 140 DRAWINGS" - HIGHWAY DESIGN BRANCH - N . C . DEPARTMENT OF TRANSPORTATION � RALEIGH , N . C . DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS : lr ' Itill141! STD . NO . TITLE MININ4 1101 . 03 ( SHT . 1 OF 9) TEMPORARY ROAD CLOSURES 1101 . 11 TRAFFIC CONTROL DESIGN TABLES 1110 . 01 STATIONARY WORK ZONE SIGNS 1145 . 01 BARRICADES (TYPE III ) ■ gym■ / 11\ p LEGEND $§ y GENERAL 4 - 4' Allot �® . gr, g=1u . IA ." DIRECTION OF TRAFFIC FLOW o • m . Iti --E0- ' DIRECTION OF PEDESTRIAN TRAFFIC FLOW I� k q 1�-\.. ar Tslm � P %� Ia f. - - ` — ' — NORTH ARROW � of � - 41411 PROPOSED PVMT . 2o Mawr EXIST . PVMT . ILL • Cumq --"‘: • 4� ' 4SITE4 . 'i\ -- . ,. . . - tk __. . , Irirwriov.w„, i , WORK AREA I 40 v-, 1',, : ik TRAFFIC CONTROL DEVICES nininno C.,...) Lrmil 4 1 I fo BARRICADE (TYPE III ) "tili;:111 smtr. • � Nlm nninsm VICINITY MAP eisrl:4 0 a (NOT TO SCALE) 1111114 n n Q 0 7J L.._ ,h;11141 ,—DocuSigned by: 43, p a n j N.C.D.O.T. WORK ZONE TRAFFIC CONTROL 14 o F N/ APPROVED: c� :71 � A 1037 WH SMITH BLVD, GREENVILLE, NC 27834 SRO F NORT\ti �ruso� ,a5q�tuo r PHONE: (252) 439-2840 FAX: (252) 830-3352 J\ o C� DATE: y// t1�/�LVL CUM Li yr. . ,' ��' `- — '- JEFFREY D CABANISS PE TRAFFIC ENGINEER o .......... IA Cilli) 7.W{f} A_o_1 Li irk ' -=="LE JEFFREY D . CABANISS , PE TRAFFIC CONTROL PROJECT ENGINEER ° p = • SEAL • o Q �� �, SEAL 034398 No�� \ LANG JONES e- 2 ,�'.'•4GINtt% Now WORK ZONE SAFETY & MOBILITY TRAFFIC CONTROL PROJECT DESIGN ENGINEER lotiT of TRPNSP°C'O l' o,�F)7r. PeP�/ ci_ LANG JONES C. Ota•a1 '�,, �0- \k "from the MOUNTAINS to the COAST" TRAFFIC CONTROL DESIGN ENGINEER F TRAF , - }/ ` / off ` J \ J PROJ. REFERENCE NO. SHEET NO. DF15402 . 2054808 TMP -2 o w e* :' r-1111111111111 / �y . 1( Q °9 see° 44 _:::,Milk . x� V o,�e , in • • GENERAL NOTES • , I+ 2 m [ M , _ ,i, A , ,_....,_ :.,0, ~p Maple Ln. r1 F. e0 H.,,,Ln. 0, a / IMPLEMENT TRAFFIC CONTROL IN ACCORDANCE WITH THE ROADWAY STANDARD - ; ALa Rlne Ln^DRAWINGS LISTED ON TMP - 1 . f° :4 w ' n a I-L M •N p.. .43 1 Im m H+ CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL �g e° �p 7,11,11/nliiii, il 7,5..7,e, V_ FNDRAWINGS , STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE 28w P a .mooZt 8I T xa o ‘ .27 TO MEET FIELD CONDITIONS , OR RESULT IN DUPLICATE , OR UNDESIRED ae� d "� w q oo :' N \ s - '�' J ~ `'0 Oa," f i m OVERLAPPING OF DEVICES . MODIFICATION MAY INCLUDE : MOVING . . . �A� e�w SUPPLEMENTING , COVERING OR REMOVAL OF DEVICES , AS DIRECTED BY THE �£ n8 • Q • V W A o ENGINEER . O V °ee. A Mark rv. Smirh A .66 OZ Run 1.13 VRd Mark n / 4411 "! ti Rtl. N .„ y rvacnan .60 Branch STATE FORCES WILL INSTALL AND MAINTAIN THE PROJECT DETOUR AND m. A� e A Narhan 'e • ; o — y k y m ti 'd THE TYPE III BARRICADES AT THE PROJECT LIMITS . R: y \ ♦am SIT STATE FORCES WILL INSTALL PAVEMENT MARKERS ON THE FINISHED PROJECT . 41111° ' A NCALL JEFFREY DUNNING AT 252 - 439 - 2950 FOR COORDINATION . . ""' ,J07-VS8 'nr=e .+ w r N. . 77 . // as PROVIDE A M I N I N M U M 2 WEEK NOTICE . Rtl 3 o m,r a• a e Pb bZ j Rd. P lik Branck ro No 6es >6 6y op � 2 m W a [ xa M Rd ��2: O _ ,- -ei .- . a y ' siiza d e N - o Rd. lc O (y\ ^I WaX/ ::- / ow\NO R�OHZ 0 / I END- STA 14+5R�ECT 0 ,-- \ \ 1,w- \ \\2 c3 \ \ tO EXISTING HT / � \ 1 N - xs1 1 R11 -2 15 48" x 30" N iiii_ _,,s, .21 • _ — 1 1 r// \\1 BEGIN PROJECT I I I -L- STA 12+50 I 1 TYPE III BARRICADE EXISTING RIGHT OF WAY EXISTING RIGHT OF WAY L 0) N a E H- R11 -2 48" x 30" a m 7 Ar , c, ROAD CLOSED up I , r// \.\.1 APPROVED:[±9#7, 49* a`4414.4* N , , F03805B9C4F54DD... N O F H/ TYPE III BARRICADE DATE: 9/10/2020 ,���.�`N�CARO�'„�., 4\S°OF NORTH cq o ° �°�'FEssio''� ' °�� `2�' RO \ SOOR A ON 0.o SEAL C 034398 m 0 -1 OP - RAT 0 \ S ova �'.).*•••e;101 ��` 4. �:-p, ���4u�i ► o�� ZC�� OF TR '\��GO v-Lii DOCUMENT NOT CONSIDERED FINAL r R A F F 4 3 UNLESS ALL SIGNATURES COMPLETED T.I.P. NO. SHEET NO. oo STATE OF NORTH CAROLINA DF15402. 2054808 U C- 1 O DIVISION OF HIGHWAYS m n \�0,,,„,,,,„i W L� q �N Ro �i L ..,k0L/ N� =o�`• 'Essi �' ''. d— , ZZ Y . oF o O R� '�RD PROJECT :.� �� " 1'j u J ' � �� DF15402.2054808 R 6 UTILITY CONSTRUCTION PLANS A .'3 .• "', .6 • o c) O 4 . 011111 z << /// ,s,t 0 v e� CN1 WILLo LENOIR COUNTY 0 �' • CUNNINGHAM cz- -. z.- aillwomm"---Z-----am (N ROAD 0 Off' z� 11— oP° L0CAT0 \ : S . 1121 ( 3AVS VLL . D 200 ' S0TH OF in '?.'L_. E GQ J \ CTO \ WTHS1129 1 0 TYPE OE WO : ( \ ATHA \ 530223 HLL . D ) WATE VA \ CO \ STCTO \ 1--- ,• • U / / / .3. W / / g 3 / / / / �� o / • / ci _ / / /,0 a_ END PROJECT / / Es / /i -L- POT STA 14+50 / / / / / / z / BEGIN PROJECT 7 // -L- POT STA 12+50 / / ' / / / / / V I V / i / , / _ \/. / ------- 11-1 1 -,,,t414'':',-----: ----'- TO LIVE OAK HOG COUNTY ROAD - -- � r �7 f7 ;n w .w e f w "mow -w w �: x x x �— T I x a I i 11/ / / DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED • • GRAPHIC SCALES I \ DEX OF SHEETS UTILITY OW\ ERS WITH CO \ ELI CTS PREPARED BY: TEG PROJECT NO. 20190086 I- 0 30 15 0 30 60 SHEET \ O . DESCIPTIO \ THE Q �-��- PLANS U C - 1 TITLE SHEET ( A ) WATER - DEEP U \ WATER COPOATIO \ EAST c_L UC - 2 SUV VARY OF QUA \ TITIES ( 3 ) POWER 30 15 0 30 60 GROUP, P.A. 1- - U30 PLA \ & POEILE SHEET ( C) - �IT � UC 3COMIVUNCATO \ S ■.En ineerin ■Architecture■Surve in ■Technolo Z PROFILE (HORIZONTAL) g g SurveyingTechnology U C - 4 DETAIL SHEET 324 Evans St., Greenville, NC 27858 (252) 758-3746 (252) 830-3954 (Fax) O 2 1 0 2 4 4325 Lake Boone Trail, Suite 311, Raleigh, NC 27607 (919) 784-9330 (919) 784-9331 (Fax) •NC Engineering License No. C-0206 • NC Architectural License No. 50213 ta N.C. D.O. T. PROJECT ENGINEER: U PROFILE VERTICAL PREPARED FOR N .C. D.O. T. BRIDGE PROGRAM DIVISION T.I.P. NO. S- EET \ O. DF15402. 2054808 THE TEG PROJECT NO. 20190086 EAST GROUP, P.A. ■Engineering■Architecture■Surveying Technology 324 Evans St., Greenville, NC 27858 (252) 758-3746 (252) 830-3954 (Fax) 4325 Lake Boone Trail, Suite 311, Raleigh, NC 27607 (919) 784-9330 (919) 784-9331 (Fax) •NC Engineering License No. C-0206•NC Architectural License No. 50213 DOCUNE\ T NOT CO\ SIDE =D FI\ AL U\ LESS ALL SIGNATURES CONPLET=I LTILITY CO \ STCTO \ • --- • rrr�ti4�iii ° OF : EA STATE OF \ ORT - CAOL \ A � ° — DIVISIO \ OF I I IG - WAYS SU V V AR Y OE QbA \ TTES Q , A \ 1Tv \ I I I- V D - SCR DTO \ 80 LI- 699 DIP RI- STRA \ - D JO1 \ T 360 Li- 8 " I DPI- BY D RI - CTI O \ AL DRILL - A 6 " CATI- VALVI- 8c VALV- BOX 1- A 6 " DD TO 8 " IIDDI- ADADT- R /1 I- A 6 " 45 ° BF- \ D R - STRAI \ I- D JO \ T 50 LI- TI- V DORARY SI T H H \ CI- 3EGI \ PROJECT END =�' OJECT r' T.I.P. NO. S- Eli \O. — L— POT STA 12+ 50 —L— POT STA 14+ 50 '� Z - �x�° - 15402. 2054808 U C— 3 DAggawwww----Z-111wirimmx-- g` TEG PROJECT N0. 20190086 IHE o. ,..„ 7 f' HOWARDFARMS LLC EAST 173 DAVIS MIS ? • //� DEEP:P RUN, NC 28525 � / ` 13 ? PG €37 s��R�a � GROUP, �■A■ ` Op -'-'wl _ 4 1�k • /�0E3\ I ,\ ■Engineering■Architecture■Surveying■Technology •L NCSR 9121 DAVIS MILL ROAD • f'� / fp 432 Evans St, Greenville, NC 27858 (252) 758-3746 (252) 830 3954 (fox) I I 6" GATE VALVE 4325 Lake Boone Trail, Suite 311, Raleigh, NC 27607 (919) 784-9330 (919) 784-9331 (Fox) ■NC Engineering License No. C-0206• NC Architectural License No. 50213 ,' f RESTRAINED JOINT 3ADAPTER / EXsS"P;N6 Styx ) 1 , zaoa AxB DOCUMENT \ OT CO\ SIDEED EI \ AL ` = � • ,. � - , CP#2 w \ LISS ALL SI GN ATJ =S COIV PLETED rauwz-Iftaitirs1-,,.„10,-41. .uAorp;a1 ' , ^ wry%. - Wxx e ....., • W (2) 6" 45 BEND10+00 11+00 6" GATE VALVE 12+00 ir-Al i RESTRAINED JOINT 0 30 0 'NV 6" WA W �t RESTRAINED JOINT ADAPTER _ - w. ` -, F..,.. EXISTING W C P. 1 -l' I I W_ 40 LF 6" DIP MMIMMMM W W RESTRAINED JOINT o GRAPHIC SCALE W W W W W W W W W W W W W W • EXISTING 6" WATER MAIN x x�`- -X X X i lii • _ _ _ x ;r r v�Y_ � _: a..__ _ _ ri , a ai � �Y \ OTI: f i _._ _L_ __ _ 0/H OWER---._. __._.. ALL P0P0SE� UTILITY WO � si' N- PROPOSED SILT FENCE I PROPOSED SILT FENCE 40 LF 6" DIP I / ISHOW\ 0\ THIS S- EET WILL (2) 6' 45' BEND RESTRAINED JOINT HARPER MARTIN W & DONNA E PROPOSED 360 LF 8" HDPE \ 1 330 HAS HILL NCsl b 1129 2tl NA THAN HILL ROAD - 0\ - 3Y 0 T- E S RESTRAINED JOINT I / OWNER At)RF: S (DIRECTIONAL DRILL) \ / 2135 .JOHN GREEN SMITH RD I DEEP RUN, P C 28525 I / DE 1728 PG 30 I / 133 ACRES \eot11111111/l�� i -----------1 100 �_ ( _______ _ ______ _ i --- I _. _ _ � ____ -_ a,•4 . `r I j I —- - - -I = -- I _. .�._. ._. _ _. _.. .__.W. _-. . .w..._ EXISTING GRADE i [ • •. NA € I I PROPOSEBOX D OUBLE T / �- `_ --- ii7J�i`�e� 3 G��+\i t11►11l1 r I I f __--- I RESTRAINED JOINT I --. - 1 ADAPTER € EXISTING GRADE r--" -y 3.00' MIN. _ _ _ e R .._W - VrrP TEfZ MAI[ 96 96 — I € / 6" GATE VALVE EXISTNG T 1 --- I RESTRAINED JOINT -- i - - -' ! ADAPTE \ �- 951 _ .____ _' y ___.. __w__._____. __ __.__ __�. ___ -.. �.. 3 0p' MIN. ,'- I - 1 C COVER 6" GATE VALVE ( I --: 9 I __ i7 4 E I 1 1 E \ 7 ' ( ' 931 EXISTfNG r?" ,._ • ._ �� 1 ►n if 6�I!'ia� �Iiiimmilitsi„ III 93 1�_ I I I ktiffiiri,woro 1 T— _ 92 92I _ 11 40LF6" DIP I ` RESTRAINED JOINT , _ 91 ::i L6IRESTINDJO L _ill 190 I I f I �� I 89 — 89 I I l I I I I � I I 1 f E ,t I I III 1 " _- US ri 41"88 I s 111111111111111111111Vi 114 g I I f i 87 87 i I I i I i I04041 teil I 86 1 86 I rili jillIllIlMll i ( I 85 r _ 1 85 I : I 1In 6 84 I i $4 I �, , f { , I OA 1 I1 um 83 IIIIIIIIIIIIIIIIIIIF , I83 f I I I I I I iMIIMIlli 1 I 82I 4 &Iv 82 I I r ; � 1 1 I 81 tkA __ 81 [ i` ` 1 PROPO ED 8" HDPE i I i i i 10.00' MIN. I AA' I ! $0 80 I PO r •DER I�OI tU I , r I 1 1 i MillIMA: I 79 =Mt If F 79 NPR I I I i I i 78 78 ' 111111M1ti 1 I I i ! I € t i I 77 \\ 77 1 IS I I [[ f 76 flIllMIMINIIIIIIIIIIIIIry. I i 1 76 II. Ij If IIIIIIIIIIIIIIIMIIPTOP* ; 75 ' ri���. _ 40 75 1 74l I • I 1 i • ;1 74 i E I ; I I I I I I r I 1 ` I I i - _. I ; 7 Z 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 T.I.P. NO. S- ET \ O. �, 8'-0' MAX. ,� D F15G 02. 2054808 UC- L WIDTH VARIES STEEL "T" POST NOTE: THE TEG PROJECT NO. 20190086 CONTRACTOR SHALL INSTALLAP /'' 4. s EROSION CONTROL MATTING ON MIN. 10 GA. WIRE }� 18 ':��� o TOP OF WEIR ALL DITCH SLOPES 3:1 OR EAST • I MIN PLACE RIPRAP UP GREATER AND ALL DRY POND FINISH GRADE J• 2' I I 1 I I `.-7 SLOPES. oQ " 11 1 I I 1 44♦4 '� * _'/ SIDES OF DITCH _,Z _e:•�- I I—III— lS7pF \pc_s ' II III GROUP PeA■ I— �� �_ I ~-I _ F ' ■En ineerin .Architecture•SurveyiTechnologyng. 11—,-- Willa W -------� I1 I I�' l 324 E s St., Greenville, NC 27858 (252) 758 3746 (2 830 3954 (Fax) �'•--1 16--- U wowir ' I I I I (I I 1" NC Engi Boone icen Suite C11, Raleigh, NC 27ect l Lic se45 (919) 784-9331 (Fax) NFILTER ,--- 4. •NC Engineering License No. C 0206• NC Architectural License Na.No. 50213 FRONT VIEW FABRIC \///�� C„_ ����\// DITCH SLOPE 2' BOTTOM DOCUME\ T N 0 T C 0\ S I E - FI\ A L ELEVATION U \ LESS ALL SIGNATU =S COMPLETED STEEL "1" POST DITCH SECTION WIRE MESH FENCE WIDTH VARIES CRIMP RING CONNECTOR TOP OF BANK BEYOND /4 TOP OF WEIR \�\\oki,CAR�7/// SYNTHETIC WOVEN yr CL ``��®@-, • • • •S ®/ / FILTER FABRIC 12" OF NCDOT 5 `.• 0�` 0 0IIIin I ) IIIII' I IIIYY /\/ CROUNDLE s.� NOTE: �/ lE� . � � !` NG THE /\ 1, a' // //ii \/\\��\� /�\/ /\ SPECIFICATION SEEDED RAIS DETERMINED \ � FILTER TO ANCHOR BOTTOM FABRIC BY TIME OF YEAR.. DIG IN SIDE VIEW 6" DOWN & SECTION 6" OUT SWALE SECTION SILT FENCE DETAIL ROCK SILT CHECK DAM TYPICAL DITCH/SWALE SECTIONS N.T.S. N.T.S. N.T.S. MAGNETIC q. 2'-0" DIA. CONC TRACING TAPE COLLAR FINISHED SUBGRADE �, ,/ / /\�/� \t \ \ /\X/, \\\� ` . /// \j` , , \� SLOPE SIDES AS /4\� /�\\ o. o \/ / NECESSARY FOR J o / CONSTRUCTION ADJUSTABLE \:S :\�� LI o /\\� CAST IRON ~ o /\ 36" MIN. VALVE BOX W/ m Q o .> COVER REMOVABLE '0 z Q a / UNDISTURBED SOIL COVER LABELED \ o ; \\/ "WATER" (TYP) o /\ / e J ' N ; Y = LOCATING WIRE j\/ 12" GATE VALVE m o TO BE PLACED 1 ¢ ABOVE ALL `^ 2 WATER PIPE excavate channel to design � . Overlap 6"min. grade and cross-section 1 r' I\ 0 P 6 - LuLd (,.) \,/ /\\•\\\ v\\\ /� ' - • ... , _,. ,,,,,- .,..„...,,,„:„ ,. .,,:,,,.,„ JJ— Z'_ . /\ /� �/� /. ����� � �,�''�,,�� Qesign depth �� �_� , CONC. VALVE O.D. OF • � es 9 .. � � ' Lon itudinal SUPPORT OR :..-.• -. .. . E h� � �r anchor trench 12' PIPE 12 MAXIMUM SIDE ©vereut channel 2"to allv+iTtg� s �� � +� z ?r• during seedbed preparataarl r 4 x 8 x 16 SOLID .- .- 4 CLEARANCE �- '� ; M BLOCK • --. A. GATE VALVE DETAIL WATER PIPE TRENCH DETAIL Al � ��_, � ..,..�.,�„ „e. , k Typical installation N.T.S. N.T.S. with erosion control AV ' I -� '~ (A# fi r " blankets or turf w a i, reinforcement mats La '1"5 s ° '` e `� Intermittent check slot Longitudinal anchor trench 6" MIN. - \\ \ L CLASS B p 1/2 L 1/2 L CLASS B CONCRETE / UNDISTURBED . - - CONCRETE Shingle-lap in lap spliced ends or begin new EARTH ¢ roll in an intermittent check slot \ 0 m UNDISTURBED COMPLETE TOP & COVER BOTTOM NOTE: :4„k,;4,i::: _,:, , /\ \ //< UNDISTURBED EARTH VALVE BOX SHALL BE ,. SLIP EXTENSION LBS INS. LBS. INS. LBS. � � � / r, \ �� i \ EARTH CHARLOTTE UTL-274, q c„ v \ TYPE INCHES WT. LGTH. WT. LGTH. WT. Prepare soil and apply seed befog TRENCH WIDTH G A / VALVE BOX EXTENSION installin blankets,mats or otl►t'' v 461-A 18-24 60 10 35 15 25 SHALL BE CHARLOTTE g -II� a \ /CLASS B A 4 TRENCH WIDTH 562-A 24-36 80 16 45 24 35 UTL-281 SCREW TYPE. Temporary channel liner ss p gs o CONCRETE \ /" \ CLASS B � � ' ti n 564-A 36-48 92 16 47 36 45 ors `� : a 5 ONIIIIIIIIIL 3 I- D -I 8 4g CONCRETE 664-A 39-60 106 26 63 36 45 / �" --) �. 8 3/8'' 5 1/2 5 3/8 w • ' di N d' ;' - " -r-^'.}�'a. +.x a�:-� Via- .s- --�``. ..-' '.,.- �, y.� .z'�n=,5 -r: - ` 'ter.FZ:::tiol:Z:;r::: • \� UNDISTURBED � %;ll _ / �� ��/ Nai � M "' ,, �,� .� �"_ ,, � � ��, � II EARTH p //� / U \\�i\\ 6 1 4 N r7 ys r o ' ,,�� ✓i .,..#.5,7:4::. m s N 411117:::::::::: ::::::::::::::::::: PLAN — BENDS SECTION PLAN — TEE SECTION 15 ® •y,. � . ` � t' � BUTTRESS DIMENSIONS BUTTRESS DIMENSIONS k 4 7/8"k 36 ® T `� e te ` z PIPE 22 1/2 BENDS 45 BENDS 90 BENDS B. D. L H C D Ae ..z% �o x r .,M1� ,,,��> ,.a,,ter �.s` �i "� "saa�§" .�,.,� '"-'�.�. �-^y,- .r'> '�' .^i-» `Y SIZE L H L H L H ¢ ¢ ,.. � r ti rs <4" 1'-O" 1'-O" 10 <4" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" w w 16 4" 1'-6" 1'-6" o - o N `" r 4" 1'-0" 1'-0" 1'-0" 1'-O" 1'-6" 1'-6„ z • z - 26 . 6" 2-0 2-0 N Z z GUSSET X 45' NOTES: 6" 1'-6" 1'-6" 1'-6" 1'-6" 2'-0" 2'-0" 1. Design velocities exceeding 2 ft/sec require temporary blankets,mats or similar liners to protect 4 READ. / seed and soil until vegetation becomes established. 8" 3'-O" 2'-0" \ �; 2.Grass lined channels with design velocities exceeding 6 ft/sec should include turf reinforcement 8" 2'-0" 2'-0" 2'-0" 2'-0" 3'-O" 2'-0" 90' APART ' 12" 4'-6" 3'-0 12" 2'-0" 2'-0" 3'-O" 2'-6" 4'-6" 3'-0" B. D. = BRANCH DIAMETER 8 1mats 41 NOTES: NOTES: 6 1 4° 8 1 2" ,i M/ / " 1. DIMENSION "A" SHOULD BE AS LARGE AS POSSIBLE WITHOUT 1. DIMENSION "C" SHOULD BE LARGE ENOUGH TO MAKE ANGLE "A" / 10 1/4" / z INTERFERRING WITH THE MECH. JOINT BOLTS. EQUAL TO OR GREATER THAN 45 . / 10' / Lo / 5 �/4' / 2.THE SHAPE OF THE BACK OF THE BUTTRESS MAY VARY AS LONG 2. DIMENSION "D" SHOULD BE AS LARGE AS POSSIBLE WITHOUT AS THE CONCRETE IS AGAINST FIRM, UNDISTURBED EARTH. INTERFERRING WITH THE MECHANICAL JOINTS. 3.BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE OF 2000 LBS. PER SQ. FT. AND A WATER PRESSURE OF 150 P.S.I. 3. BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE OF 2000 LBS. PER SQ. FT. AND A WATER PRESSURE OF 150 P.S.I. VALVE BOX DETAIL EROSION CONTROL BLANKET DETAIL THRUST BLOCKING N.T.S. N.T.S. N.T.S. J SHEET TOTAL v' � ►� v4, ,il �q ��, �0 �I) �' STATE STATE PROJECT REFERENCE NO. NO SHEETS -�- I \ I I � � INikI I-I .,'� �� ��� I .,' 0-, , , I•� l s.�mr N.C. DF15402 .2054808 ® ', � ItIVISION ., OI .il �� j�� \V A � S STATE PROD.NO. F.A.PROJ.NO. DESCRIPTION IP --\ b 1111 a 441/41k , ---•-4r, i 00 litt 141116Pf ,,,,,aiu „,, . , ,; , .-/--N a a N 117,11. iti =_• - I ' I t N I " is I I ' �� I 4S I _) ..-----------Z-----A.--- 0 Im '% Ilk - `' \V mil \, • T ��,711111% 1 � �� h \00 ii,:" . ', I,� II �1 I i (OSI (SN � '•' N i' 4' I ., o Mft gtr) 7 „ lir �i EROSION AND SEDIMENT CONTROL MEASURES , ,, p v,a.- Ws,w ll 4 o Std. Description Symbol 1630.03 Temporary Ill¢ Ditch �D N ,,, l j lu LENOIR COUNTY 1630.05 Temporary Diversi®n TD • l4 _ 1605.01 Temporary Silt Fence III III III N , •' • 1606.01 Special Sediment Control Fence to ,,, . „ ��. likTO1622.01 Temporary terms and Slope Drains ®.- ~ Mft PROJECT 1630.02 Silt toasinn Type h %///, I� L1633.01 Temporary Rock Silt Check TypeA .lin . .;.;.;. DF15402 . 2054808 '. =m LOCATION: SR 1121 (DAVIS MILL RD) 200' SOUTH OF #''. Temporary Rock Silt Check Type-A� with il\Ir -� r,m JUNCTION WITH SR 1129 (NA THAN HILL RD) Matting ��� ®lyaerylannni�e (PAM) (..---;;) �'illirillil I h ,IP � I 1633.02 Temporary Rock Silt Check Type It Wattle 0 Coir Fiber 1V attle ) IIIIIIIIIIII V IC IN I T Y MAP (NOT TO SCAL± ) TYPE OF WORK: GRADING PAVING DRAINAGE AND STRUCTURES Wattle oir Fiber Wattle with Polyacrylamide (PAM) DAMAGE DUE TO EFFECTS OF HUURICANE FLORENCE 1634.01 Temporary Rock Sediment Darn Type-A ..„t,e, 1634.02 Temporary Rock Sediment Darn Typed.,---. :D, 1635.01 Rock Pipe Inlet Sediment Trap Type-AA 1635.02 Rock Pipe Inlet Sediment Trap Type-1 0, U 1630.04 Stilling II asinn 1 Q .3 1630.06 Special Stillingliasin / \ e Oi \ 0O Rock Inlet Sediment Trap: E• • o nl 1632.01 Type A A -1- llillifti 0 0 Co) (/) 1632.02 Type I., B '� 0._ \ 1632.03 Type C '� hii,...i.,...._44 Q__ 4 / SkimmerI'�asIlmt e,„„,,- --, \ ‘, ` . END PROJECT -L- STA 14+50 / Tiered Skimmer Itasinn == es1::::14 ________- Infiltration 1asin ) ) I I I -�� 1 1 fi i SR 1121 1_____--- __--- 1 1 1 BEGIN PROJECT -L- STA 12+50 c 0) u 0/ - SOW-R • a) THIS PROJECT HAS THIS PROJECT CONTAINS J SEEN DESIGNED TO EROSION CONTROL PLANS � SENSITIVE WATERSHED FOR CLEARING AND GR Q STANDARDS. CONSTRUCTION. OF ON. 0 u nr- ._ GRAPHIC SCALES 2018 STANDARD SPECIFICATIONS Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design n Unit- N. C. Department of Transportation - Raleigh,N. C., dated January 2018 and the latest N 20 10 0 20 40 revison thereto are applicable to this project and by reference hereby are considered a part of j • i " THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY these plans. Prepared in the Office of: PLANS WITH THE REGULATIONS SET FORTH BY THE 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019 DIVISION OF HIGHWAYS 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type3 (n 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C O w �c N°ap�y ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND 1037 WH SMITH BL VD 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A ..w ��� ���'o NATURAL RESOURCES DIVISION OF WATER QUALITY. GREEN V I L L E, NC 27834 1622.01 Temporary Terms and Slope Drains 1633.02 Temporary Rock Silt Check Type 3 O_ILL] ct Qo 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A o e 1630.02 Silt 3asin Type 3 1634.02 Temporary Rock Sediment Dam Type 3 ON I-z v 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 0 w H o Timothy P i n k h a m 1630.04 stilling3asin PipeTrap Type N w �' 1630.05 Temporary Diversion 1635.02 Rock Inlet Sediment T e 1640.01 Coir Fiber 3affle O Level III 1630.06 Special StillingBasin Q p 1645.01 Temporary Stream Crossing Op T p��Qo Certification #3 5 10 1631.01 Matting Installation Sr I PROJECT REFERENCE NO. SHEET NO. DF15402.2054808 EC2 c' SOIL STABILIZATION TIMEFRAMES Pipe Installation Schedule 1. Install erosion control devices per plans, including impervious dikes, silt bag and turbidity curtain (if needed). 2. Remove material (asphalt, debris, and waste) and existing pipe while limiting, as much as possible, material SITE DESCRIPTION STABILIZATION TIME T I MEFRAME EXCEPTIONS and sediment from entering the stream and/or escaping from the project. Stockpile any material that can be reused (contained within silt fence). 3. Prepare pipe foundation. The new grade should be one foot below the existing streambed. Bedding material PERIMETER DIKES. SWALES. DITCHES AND SLOPES 7 DAYS NONE will be cleaned/washed stone. 4. Place new pipe and compact fill. Install slope protection on inlet and outlet as permit allows. HIGH OUALITY WATER (HOW) ZONES 7 DAYS NONE 5. Complete installation of erosion control measures (wattles, silt fences, etc.) and perform maintenance as needed IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE on existing measures. SLOPES STEEPER THAN 3:1 7 DAYS NOT STEEPER THAN 2:1. 14 DAYS ARE ALLOWED. 6. Matting with nylon mesh cannot be used within 25* of the top of the stream bank. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN 7. Establishment permanent vegetation as soon as possible. The disturbed areas will be seeded, mulched, crimped, LENGTH. and tacked. Once vegetation has been established and approval given, EC devices will be removed. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. ***Perform weekly NPDES inspections and document using the most recent NPDES inspection form. Inspections are also required within 24 hours of a 1 inch rainfall event that occurs within 24 hours. \ \ \ \ CD \ PI Sta 19+22.6/ / A = 89° 24' 38.6" (LT) CDL = 1,123.57' / / 03 CI? CY) \ z o o R = 720.00' / ��% % ' • / I W O O 20.00' 30.00' / N i ' / ce �, N I 5 N m N m m i 0-. \ .8 e L) °° . \ / 5' LT 5 LT m DIFFUSER 3 vs1`N� R�G\� �, ?�% /// AUE . . BARR © m /' END _P-RECT 5 L C m m IMPERVIOUS BIKE ` r, ��� „� F�\\\ % - STA 14+50 w �' : — I I -,...0/iAri . J III 0 S� 30' LT 30' LT o EXISTING OF WAY / F — —_ ) F .i' —— _ STREAM IMPACTS I ;_�"� LOCATION DESCRIPTION SQUARE FEET N\ UI I� powilt_78 '______L'''' n -u I I O I ° ;i SW QUADRANT AREA :AB: 57.60 s 2 zl FNWQUADRANTAREA 288.00 N I' /0' 52.6" W - , I SE QUADRANT AREA "C" 23.50 PUMPS I BEGIN PROJECT '_ �" I "� `' ��� I I TOTAL 369.10 -L- STA 12+50 SILT BAG FF (Std.Dwg. 1630.06) o.4 „O„ .____ EXISTING RIGHT OF WAY 0/ . o O W=R `(\�/ L EXISTING RIGHT OF WAY + 35.00/ +26.15 , VV +0863 0/- 'OWER 30' RT 30' RT + 54.5 y 37' RT IMPERVIOUS DIKE + �, L m 31 RT 7 40 DIFFUSERIV (N 45 RT AUE AUE +5 6.2 RT ~I BARREL \+ 4 0 AUE N 6 R J AUE AUE 8' RT N + 81.00 r 3000 ,� AlE AUE AUE AUE AUE 70 RT AUEAUE AUE AUE /--53.3' RT AUE c ., AUE AUE � 123 RT ti , om 20.00'w m 0 D 30.00' ��o' . ' RTEL 84' RT AUE + $1.00 AUE �/86 RT 0 In NOTE: THE CONTRACTOR SHALL INSTALL WATTLES IN LOW AREAS c OF SILT FENCE AS NEEDED OR AS DIRECTED BY THE ENGINEER. 0 (V cc NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL cri BY ENGINEER. o: ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED r7rwee- NOTE: COIR FIBER MATTING, AS DIRECTED BY THE ENGINEER. 00 o'er PLACED AS DIRECTED BY ENGINEER CONTRACTOR SHALL INSTALL SPECIAL SEDIMENT CONTROL FENCE OR ol_Q WATTLES IN LOW AREAS OF SILT FENCE AS NEEDED OR DIRECTED BY w oe THE ENGINEER. (vim W 1 O(n C�= PERMIT: NWP3 PROJECT REFERENCE NO. SHEET NO. DF/5402.2054808 EC3 ' 0 ' N ` HO I 31`dd T O SAVMHOIH 30 NOISIAIG o • NOIlb'1dOdSNb'dl 30 ' ld3a 30N3� l� IS Jla�d�lOdW31 � o `dN I�Odb'0 HIHON W to 30 31VIS 1:103 ONIMVda a}lVGNV±S HSI1ON3 W = T W J H 0 0 = Q zo co 1— J w W EL JH I W 0 I-I U H W H \ III- m < 00 OH � Off -III - w 0 u_ m zm JH 00 . 0 f IEl II I I z z• 0C O 000 Luw ooWC CD ®♦ } IIIIII i . 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DIVISION OF HIGHWAYS CROSS-SECTION SUMMARY IN CUBIC YARDS LOCATION UNCLASSIFIED STRUCTURE (- L-) EXCAVATION UNDERCUT EMBANKMENT EXCAVATION 12 + 50. 00 0 0 0 0 13 + 01. 88 52u, 0 0 0 13 + 33. 55 35 0 9 524 13 + 47. 55 19 0 12 450 13 + 61. 55 24 0 15 449 13 + 93.36 46 0 15 523 14 + 50. 00 58 0 0 0 ro _cx 0_(,) NOTE : EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT. NOTE : APPROXIMATE QUANTITIES ONLY . UNCLASSIFIED EXCAVATION .7 EnEL STRUCTURE EXCAVATION , BORROW EXCAVATION FINE GRADING „,4 CLEARING AND GRUBBING AND REMOVAL OF EXIStING PAVEMENt. _7, WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR En GRADING _ PROJ. REFERENCE NO. SHEET NO. I N DF15402 . 2054808 X -1 LC, / I .9 1 1 I N 1 1 1 \ I o // / 1 / / / / 1 / f / / // 1 / / / I / / / / / / / 1 / fr"," - .- r " - - ". 1 1 0 1 1 , 1 ,4; • 444 4*S 4v, 4, s#8#8. . c., cv, 1 ., , , 4.. /.. _ ._._. i , i 4&_ _ _/YAM k / ititkak: i ., - A , #444"4- - - -14.- ty-wr r ,s4:444-v. , , , 4, .I i, , i I rii♦ ♦i♦♦ I Fr♦♦♦♦♦♦1►♦2 4 1, 41,34,4ix, # - ,►�O+♦♦♦♦♦♦♦♦ ►+♦+♦+♦+♦+♦+♦+♦+♦+♦ 4 4r4rwr i a��li 1►,, iii:viri& ♦♦♦4 .♦+��+♦44 flev‘ ► 188 0 88 th#♦♦♦♦♦♦♦♦ 1 4 i , '4 ' " 1 •• #11 1 11 It& 4, iikk 1 1 1;1 ir$ * i. 1►♦�►♦♦�♦e♦eee♦ 04l 4 0 c., ���e♦e♦e♦e♦e♦e� . ►�► ♦♦♦♦♦♦!♦ 1 1� ♦♦♦♦♦♦♦♦♦ ► I ♦♦♦♦♦♦1►♦ 1�,I►��+♦♦♦♦♦♦♦♦ ► ►ei♦♦eie�ei8 eii♦ �I� ♦e♦e♦♦e♦414 � • fie♦ I ►�► ♦♦♦♦♦♦♦♦ _\ Q t 1I'I 1►e ♦ ♦e♦ee ���4�0♦ Vie♦ l►4,► ♦♦♦♦♦♦i♦►� i1/ �+ ♦♦♦♦♦♦♦- 1 Lni- 11 # illt.►e+e+e+e+e�i+e+e4+e+ I:A:�i�i♦i♦i♦i♦i♦i��i♦ ►�► ♦♦♦♦♦♦i♦ o 0 No ►e♦e♦e♦e♦e♦e♦eSi* jPeli; 1 r ' �sIF ♦♦ ♦♦♦♦♦`1 o0 0 o c oII M+♦♦♦ ♦♦♦♦• CO 0 d 0 Ln ,, ;� � � 0 ►N►♦e♦♦e♦♦e♦♦♦S# V* P*C) i ��oji s.s4za♦♦e♦♦e♦Vie♦ � �►♦♦♦♦!♦♦♦#1,*#♦ce) � � � ; o I►� + �II �+♦♦♦♦♦♦♦♦ Lo 0 1 + + ►♦♦♦♦♦♦♦♦ ' V ♦♦♦♦♦♦�♦ + ►�► ♦♦♦♦♦♦♦♦± + ± -4- co e♦ ♦♦♦♦e♦♦4 Ig,' e♦♦e♦♦♦er.." PV. ° ►1►♦♦♦♦♦♦♦♦♦ 1 N #'04* v . 14‘4*.# 4* ,,,,)- 4 ir 16,4 I le . I o i , • 10.'i♦VV..* ► r8 14 ,4 kie,1 ♦♦vs* ♦♦\1 i I11 b, 10* 4 #' ,tII ►♦V ♦♦♦♦�►♦ ���r+♦i♦i♦♦i♦i♦i+i♦ 1 ���iiii♦iiiii��►eeei♦i♦i��i♦ i►� 4 \ ;\/ ,. \ ' It IP *_• 11 4 t 1 i* i kw- il # 1 Il :r 11 # 44 .# 4 �i♦e♦e♦e♦eke♦e♦e♦e♦ . 844: , 11 o 4* (9 ��e♦e♦e♦eeeee�Vie♦ �► ♦♦♦♦♦♦♦♦ ` . 74 1. *#^8 ' %VW*/ 1 ,i *- I ♦♦♦♦♦ ��♦♦�►♦ ‘,4Pb e♦j♦e♦e♦eie♦ 1 �♦e♦e♦e♦e♦ •�♦e♦e♦e♦ � i♦♦i♦ X M M 1 \ \ can 1 / \ \ I \ \ \ ' \ \ \ I \ 1 \ ► 1 \ . \ I 1 , \ 1 \ \ I I 1 0 1 1 � i I .\ 1 �4 I 1 1 o�: I \ . 1 1 °Er, I . 1 1 NcoQ I 1 1 0 �, _O� wz ! C ! C lC! l�; C C l(! C C l(! rtC! C C �O� G C 11 , R G F R C O , F �' F C F C C 6 O/ 1- O O DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48 N NOTES ASSUMED LIVE LOAD HL-93 OR ALTERNATE LOADING. 0 , DESIGN FILL TO BOTTOM OF TOP SLAB = 5.0' MAX., 3.7' MIN. FOR OTHER DESIGN DATA AND NOTES SEE STANDARD NOTE SHEET. ASSUMED 3" 0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONS. PROPOSED DOUBLE CONCRETE IN CULVERTS TO BE POURED IN THE FOLLOWING ORDER: 11' X 8' REINFORCED CONCRETE BOX CULVERT 1. WING FOOTINGS AND FLOOR SLAB INCLUDING 4" OF ALL VERTICAL WALLS. 56'-0" ///-- 2. THE REMAINING PORTIONS OF THE WALLS AND WINGS FULL HEIGHT FOLLOWED BY ROOF SLAB AND HEADWALLS. 29'-6" THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE 26'-6" STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FILL. THIS BARREL STANDARD TO BE USED ONLY ON CULVERTS ON 105 ° SKEW AND TO BE USED WITH STANDARD WING SHEET WITH THE SAME SKEW AND VERTICAL CLEARANCE. 1 '-00" DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL TANN.. TO TO CURVE EMBEDDED IN BARREL ARE SHOWN ON WING SHEET. STEEL IN THE BOTTOM SLAB MAY BE SPLICED AT THE PERMITTED CONSTRUCTION - - --I----- ---------- JOINT AT THE CONTRACTOR 'S OPTION. EXTRA WEIGHT OF STEEL DUE TO THE SPLICES - __-_"1---_--"-_--- - - - - - - - - - Q� - - - - - - - - - - - - - - - SHALL BE PAID FOR BY THE CONTRACTOR.- _ _ _ _ T RIVER AT THE CONTRACTOR 'S OPTION, HE MAY SPLICE THE VERTICAL REINFORCING STEEL TROVERF�°W I STA. 13+47.55 -L- CULVERT IN THE INTERIOR FACE OF EXTERIOR WALL AND BOTH FACES OF INTERIOR WALLS ABOVE LOWER WALL CONSTRUCTION JOINT. THE SPLICE LENGTH SHALL BE AS PROVIDED IN THE SPLICE LENGTH CHART SHOWN ON THE PLANS. EXTRA WEIGHT OF STEEL DUE 1 TO THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR. L THE EXISTING STRUCTURE CONSISTS OF 2 128" X 83" CORRUGATED METAL ARCHED PIPES. THE EXISTING STRUCTURE o EXIST. 2 2 128" X 83" SHALL BE REMOVED. CORRUGATED ARCHED = o PIPE NO HYDRAULIC ANALYSIS WAS PROVIDED IN THE DESIGN OF THIS o REINFORCED CONCRETE BOX CULVERT. SIZE OF CULVERT WAS -8 5+� SPECIFIED BY NCDOT DIVISION 2. WETHERILL ENGINEERING ASSUMES �' NO RESPONSIBLILITY FOR THE HYDRAULIC AFFECTS OF THIS CULVERT. 0: r '--- rn o FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS. -`c FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS. FOR CRANE SAFETY, SEE SPECIAL PROVISIONS. FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS. LOCATION SKETCH TOTAL STRUCTURE QUANTITIES CLASS A CONCRETE BARREL CO 2.67 CY/FT 149.5 C.Y. v WINGS 36.6 C.Y. HEADWALLS 2.3 C.Y. o END CURTAIN WALLS 2.7 C.Y. PROJECT NO. DF15402a2054808 TOTAL 191.1 C.Y. cp LENOIR COUNTY a REINFORCING STEEL + j BARREL 20,284 LBS. STATION 13 + 47055 — L — WINGS 2.636 LBS. V) L TOTAL 22.920 LBS. SHEET 1 OF 7 ENGINEER OF RECORD: �, REMOVAL OF EXISTING STRUCTURE LUMP SUM �v CULVERT EXCAVATION LUMP SUM S9 dam. STATE OF NORTH CAROLINA it5t, ;o DEPARTMENT OF TRANSPORTATION o FOUNDATION CONDITIONING 110 TONS 2F15C83�;,;;EOC�` "......pi, /�,,,' RALEIGH MATERIAL `' . c_SS%�• 9 o ` SEAL DOUBLE ' SEAL - G F14091 . ��� 11 F T o X 8 F T o � '" s CONCRETE BOX CULVERT O .,,i NA RL ���.� In iiIm n ua o6 10/25/2018 N XPLIP. i ETHERILL 0> ' ENGINEERING N REVISIONS SHEET NO. rn 1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C 1-1 N N DRAWN BY : B.C. HUNT DATE : 10-2018 BusQ1g9 9 851 8077 DOCUMENT NOT CONSIDERED FINAL SHOEETS a- 0 CHECKED BY : J.A. DILWORTH DATE : 10-2018 UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F-0377 2 k 7 DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48 LOAD FACTORS: LOAD AND RESISTANCE FACTOR RATING ( LRFR ) DESIGN LOAD RATING FACTORS SUMMARY FOR REINFORCED CONCRETE BOX CULVERTS MAX MIN LOAD TYPE FACTOR FACTOR STRENGTH I LIMIT STATE DC 1.25 0.90 MOMENT SHEAR DW 1.50 0.65 # EV 1.30 0.90 EL a w EL `L' EH 1.35 0.90 o a 0 0 0 o m CD (3 1- 1- EL w + 1- EL w + > zz U x U wow U wow z ES 1.35 0.90 --111 -1 Q o - Q Q _1 1- W Q W Wo W Wo WI JQ 0V) I- UZI- I- UZI-- -- J I- 0C ZU II JCIL CD o z zwz cD o z = Wz z LS 1.75 J U _ � CC Z 1 0 Z Z W Q W z z W Q W W W " C D Z I- CII-1 I-1 V) W I- I-1 W I- I- g FI W I- I W A 1.00 -- > = F-I Z Q Z F ^ Z > U I- X W w V) w WI- X W w V) w W W W W � 00 HQ � O I-IQ Q O J >- HWJ Q O J >- HwJ O _1 > � .� UJ tea: 1 Jw a m W1 0JW a m WI1 0JW U HL-93 (INVENTORY) N/A 01 1.32 -- 1.75 1.34 1 TOP SLAB 5.00 1.32 1 TOP SLAB 10.65 DESIGN HL-93 (OPERATING) N/A 1.71 -- 1.35 1.74 1 TOP SLAB 5.00 1.71 1 TOP SLAB 10.65 NOTE: LOAD RATING FACTORS ARE BASED ON THE STRENGTH I LIMIT STATE. RATING HS-20 (INVENTORY) 36.000 02 1.49 53.64 1.75 1.49 1 TOP SLAB 5.00 1.73 1 BOTTOM SLAB 10.95 HS-20 (OPERATING) 36.000 1.93 69.48 1.35 1.93 1 TOP SLAB 5.00 2.24 1 BOTTOM SLAB 10.95 SNSH 13.500 2.70 36.45 1.40 2.70 1 TOP SLAB 5.00 3.27 1 TOP SLAB 10.65 SNGARBS2 20.000 2.53 50.60 1.40 2.53 1 TOP SLAB 5.00 3.03 1 TOP SLAB 10.65 COMMENTS W - - - - - - 1. u SNAGRIS2 22.000 2.70 59.40 1.40 2.70 1 TOP SLAB 5.00 2.89 1 BOTTOM SLAB 10.95 H 2. w -, SNCOTTS3 27.250 1.74 47.42 1.40 1.76 1 TOP SLAB 5.00 1.74 1 TOP SLAB 10.65 >> - 3. U 1-'1J " SNAGGRS4 34.925 1.94 67.75 1.40 2.12 1 TOP SLAB 5.00 1.94 1 BOTTOM SLAB 10.95 C_D 4. Z SNSSA 35.550 1.80 63.99 1.40 2.07 1 TOP SLAB 5.00 1.80 1 BOTTOM SLAB 10.95 SNS6A 39.950 1.79 71.51 1.40 2.04 1 TOP SLAB 5.00 1.79 1 BOTTOM SLAB 10.95 LEGAL SNS7B 42.000 1.68 70.56 1.40 1.99 1 BOTTOM SLAB 11.67 1.68 1 BOTTOM SLAB 10.95 LOAD - - RATING E TNAGRIT3 33.000 1.94 64.02 1.40 2.30 1 BOTTOM SLAB 11.67 1.94 1 BOTTOM SLAB 10.95 J TNT4A 33.075 1.97 65.16 1.40 2.09 1 TOP SLAB 5.00 1.97 1 BOTTOM SLAB 10.95 # CONTROLLING LOAD RATING 1- 1� TNT6A 41.600 1.79 74.46 1.40 2.09 1 BOTTOM SLAB 11.67 1.79 1 BOTTOM SLAB 10.95 w -- 411 DESIGN LOAD RATING (HL-93) v) 1- TNT7A 42.000 1.68 70.56 1.40 1.97 1 BOTTOM SLAB 11.67 1.68 1 BOTTOM SLAB 10.95 U) � 1 O1- TNT7B 42.000 1.84 77.28 1.40 2.01 1 TOP SLAB 5.00 1.84 1 BOTTOM SLAB 10.95 © DESIGN LOAD RATING (HS-20) F- - U TNAGRIT4 43.000 1.61 69.23 1.40 1.90 1 BOTTOM SLAB 11.67 1.61 1 BOTTOM SLAB 10.95 F © LEGAL LOAD RATING t TNAGTSA 45.000 1.71 76.95 1.40 1.97 1 TOP SLAB 11.67 1.71 1 BOTTOM SLAB 10.95 * * SEE CHART FOR VEHICLE TYPE 1- TNAGT5B 45.000 0 1.52 68.40 1.40 1.71 1 TOP SLAB 11.67 1.52 1 BOTTOM SLAB 10.95 11'-0" (TYP.) C L Q) v © O z PROJECT NO. DF1540202054808 QD a COUNTY TY + L) STATION: 13 + 47055 - L - 0 Oa SHEET 2 OF 7 (12 ENGINEER OF RECORD: v B s�9 any: STATE OF NORTH CAROLINA N [' .0" DEPARTMENT OF TRANSPORTATION 2F15C839]3BA4EC.. ����������� C ��O '(N con s RALEIGH 0(,) © ,.,,! . ssio�•:.q STANDARD o _ SEAL - BOX 1 BOX 2 =�� 14091 �z LRFR SUMMARY FOR co %•� �i•J ' REINFORCED CONCRETE Nfr)N LRFR SUMMARY 1o,25,Zo1$ BOX CULVERTS q In ( NON - INTERSTATE TRAFFIC ) N r:1: - co (LOOKING DOWNSTREAM) ' ,- ETHERILL 0> ' ENGINEERING - O REVISIONS SHEET NO. - N ASSEMBLED BY : B.C. HUNT DATE : 10-2018 rn CHECKED BY : J.A. DILWORTH DATE : 10-2018 1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C1-2 Raleigh,N.C.27606 DOCUMENT NOT CONSIDERED FINAL Bus: 919 851 8077 SHEETS Fax: 919 851 8107 N N DRAWN BY : WMC 7/II REV. 10/I/II MAA/GM TOTAL CHECKED BY : GM 7/II REV. 12/17 MAA/THC UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F-0377 2 k 7 STD . NOD LRFR5 DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48 FOR ROADWAY WIDTH, SEE ROADWAY PLANS I. ROADWAY FILL SLOPE 3:1 3" /- C 24'-103/6" 3" l�-3�� 4-#5 G1 BARS C� 3" CTS. r-)L7 T '4 r1 . . . . �. . 1 6 BEVEL ROADWAY FILL SLOPE 3a1 �_ � UPSTREAM END 4A ov WING SLOPEy A FOR 3:1 FILL �,-3-#6 S2 BARS �l �0 ONLY N • Lo . 1- / t V /�/� `� FOR 3:1 SLOPE 6„ u a ,/ A 1- A ��o PERMITTED �� #4 B2 BARS- FILL FAC� c: : m �Q� CONST. JT. o >- z GRADE 0.00 % o`lcp 3-#6 S2 BAR4444444444444hL z @ H U � Q� i i 1 c9 # @ Qv #4 B3 BARS 0o W2 #4 B1 BARS- STREAM FACE w , 11 -4ii�i6„ 11'-4ii/i6„ . Q O WICO EACH FACE STAGGERED _ EL. 85.83 23'-5%" 0 3 - #6 3-46 S2 BARS o a Z S2 BARS g5�8�� 21'-1013/6" 93/6" O O �'i — # — . CONST. JT. \_ 0 - 0 O 0 T I • am I �� �t I L"> I A oA of A L 1 _o„ I J . A 1 3" 0 WEEP HOLES 210'-0"± CTS. I N N I EXTERIOR WALL INTERIOR WALL - ' CULVERT SECTION NORMAL TO ROADWAY END ELEVATION NORMAL TO SKEW LENGTH OF CULVERT = 56'-0" J 26'-6" 29'-6" .. 45 A101 BARS ETC. 26" CTS. 1... 6" #5 A100 BARS ETC. 2 6" CTS. ... BOTTOM OF ROOF SLAB BOTTOM OF ROOF SLAB #4 A2 BARS 2 6" CTS. CORNER BARS ~EACH EXTERIOR WALL ( SEE BARREL SECTION ) 9 7 /5 �� #5 A301 BARS ETC. ( 6" CTS. �� 6".�45 A300 BARS ETC. Cad 6" CTS. N..- TOP OF ROOF SLAB TOP OF ROOF SLAB -L- IT , Lt 1 : BP' 90 ° ('\,N � g . - . 75 ° 15 ° _ _ _ :- (_)-1 A- i o illiimm..- / 44 B2 BARS ( 6" CTS. \ r\--\ a o / ~ FILL FACE N. \ `o_ o 10 0 a Li mi m #4 B1 BARS o \ Z 3 #6 S2 BARS @ � aJ71- v' ~o n .. C� 1 0 CTS. a Cad 5 CTS. o Q m STREAM FACE I BOTTOM OF ROOF SLAB a o CO m v� o m o \ rn 2�� Q a � � � SKEW TRIANGLE 0 cn -- � o ,� a z 1 -0 0 \ 1ps LL zo # o w 0 IDO o ~► a \ ° c!� 0 H RD. ° H cn o, , — w _ - — — N cn \ W N 1 • • • • O I o Q m I C CULVERT �So\\ 1- m LO STA. 13+47.55 -L- 1 -0 I w w �� O \ r m N - �� #4 B3 BARS ( 1'-0" CTS. a \ tr _ N EACH FACE STAGGERED o' \ 8" � 4-#5 G1 BARS �' Q IN INTERIOR WALL \ �\ PROJECT NO. DF15402a2054808 0 3" CTS. IN HEADWALL • °° o \ # Z" cx-„ LENOIR COUNTY \ # a 3-#6 S2 BARS () 5" CTS. + - - TOP OF FLOOR SLAB — STATION: 13 + 47055 - L - SHEET 3 OF 7 (1-)--L- AA � Y ENGINEER OF RECORD:v W2o S9 d�YSTATE OF NORTH CAROLINA N \,_$) C_ u3.A.o' DEPARTMENT OF TRANSPORTATION 2F,5C33913BA4EC ����������� �� �'�N CARQ;i • RALEIGH 0 #5 A200 BARS C� 6" CTS. 6" #5 A201 BARS ETC. Cad 6" CTS. �° •' _co #4 Al BARS ( 6" CTS.- CORNER BARS y TOP OF FLOOR SLAB TOP OF FLOOR SLAB y ;'���•pF S/0•::yq "''• ; BEACH EXTERIOR WALL ( SEE BARREL SECTION ) 46 A400 BARS C� 6" CTS. 6" #6 A401 BARS ETC. C� 6" CTS. DOUBLE A� BOTTOM OF FLOOR SLABliw �� BOTTOM OF FLOOR SLAB �� �.: 14091 r�zc ~� 11 FT X 8 FT • Q �,�.ENGINE-�'-cs o 0 a � �" ; Q;R :` CONCRETE BOX CULVERT N PART PLAN - ROOF SLAB PART PLAN - FLOOR SLAB 10/25/2018 N N e ' / ETHERILL B.C. HUNT 10-2018 ENGINEERING REVISIONS SHEET NO. rn N ASSEMBLED BY DATE : - CHECKED BY : J.A. DILWORTH DATE : 10 2018 SPECIAL 1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C1-3 Raleigh,N.C.27606 TOTAL 5 oN DRAWN BY : W. BRYAN STANLEY II DATE : NOV.1971 DOCUMENT NOT CONSIDERED FINAL Bus: 919 851 8077 SHEETS CHECKED BY : JOEL A. JOHNSON DATE : DEC.1971 STANDARD UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F-0377 2 k 7 STD. NO. CB222 DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48 24'-0" 8" 11'-0" 8" 11'-0" 8" 00111 ►. ►. ► 6" Cl BARS Cagy 12" CTS. m. 6" 2" HIGH BEAM BOLSTERS .. 101/2" HIGH C•H•C•U• (B.B.) Cad 4'-0" CTS. PERMITTED ICONST. JT. :, A300 BARS Nlj (TYP.) n Al BARS /Ar/ �. I t _! 4" TYP. LA100 BARS �.--� cv „ A A 2" CL. 2 CL.► " . 2" CL. f-- B1 BARS o �„ * ALL CONTINUOUS 2" CL. v) w B2 BARS— ' HIGH CHAIR UPPER c i ( C.H.C.U. ) 2 3'-0" B3 BARS o CTS. a o Q . 1 O i W u) Q Q m = a . u m ~ u w U i * 51/4" HIGH C.H.C.U. 11_0„ 3" 0 WEEP HOLES z ...--1... �,- �'V _'__ N 1A200 BARS A - - - - - Q - -\ I V - , - - LJ L I .� Loo A400 BARS JA PERMITTED BARREL REINFORCING STEEL A2 BARS u CONST. JT. 6" Cl BARS 2 1'-0" CTS. 6" BAR NO SIZE TYPE LENGTH WEIGHT BAR NO SIZE TYPE LENGTH WEIGHT ► co— Al 220 4 1 5'-4" 784 A300 99 5 STR 23'-8" 2444 A2 220 4 1 4'-ll„ 723 A301 2 5 STR 22'-4" 47 RIGHT ANGLE SECTION OF BARREL A302 2 5 STR 20'-6" 43 A100 99 5 STR 23'-8" 2444 A303 2 5 STR 18'-7" 39 THERE ARE 88 "C" BARS IN SECTION OF BARREL. A101 2 5 STR 22'-4" 47 A304 2 5 STR 16'-9" 35 A102 2 5 STR 20'-6" 43 A305 2 5 STR 14'-11" 31 A103 2 5 STR 18'-7" 39 A306 2 5 STR 13'-0" 27 1 A104 2 5 STR 16'-9" 35 A307 2 5 STR 11'-2" 23 A105 2 5 STR 14'-11" 31 A308 2 5 STR 9'-3" 19 VERTICAL LEG A A SPLICE LENGTHS CHART A106 2 5 STR 13'-0" 27 A309 2 5 STR 7'-5" 15 N N BAR SIZE SPLICE LENGTH A107 2 5 STR 11'-2" 23 A310 2 5 STR 5'-7" 12 (I) A200 #5 2'-2" I I „ C\IN A400 #6 2'-9" A108 2 5 STR 9 -3 19 A311 2 5 STR 3 -8 8 6" R. „B„ #4 1,-S„ A109 2 5 STR 7'-5" 15 "C" #4 1'-11" A110 2 5 STR 5'-7" 12 A400 99 6 STR 23'-8" 3519 A111 2 5 STR 3'-8" 8 A401 2 6 STR 22'-4" 67 A402 2 6 STR 20;-6'' 62 \\ A200 99 5 STR 23'-8" 2444 A403 2 6 STR 18'-7" 56 Al 1'-9" � A201 2 5 STR 22'-4" 47 A404 2 6 STR 16'-9" 50 A2 1'-9" A202 2 5 STR 20'-6" 43 A405 2 6 STR 14'-11" 45 C - A203 2 5 STR 18'-7" 39 A406 2 6 STR 13'-0" 39 A204 2 5 STR 16'-9" 35 A407 2 6 STR 11'-2" 34 BAR TYPE v A205 2 5 STR 14'-11" 31 A408 2 6 STR 9'-3" 28 BAR DIMENSIONS ARE OUT TO OUT cc A206 2 5 STR 13'-0" 27 A409 2 6 STR 7'-5" 22 A207 2 5 STR 11'-2" 23 A410 2 6 STR 5'-7" 17 a A208 2 5 STR 9'-3" 19 A411 2 6 STR 3'-8" 11 PROJECT NO . DF1540202054808 A209 2 5 STR 7'-5" 15 o A210 2 5 STR 5'-7" 12 B1 112 4 STR 9'-11" 742 L E N O I R COUNTY + A211 2 5 STR 3'-8" 8 B2 220 4 STR 7'-4" 1078o B3 112 4 STR 9'-11" 742 STATION: 13 + 4755 L (12 SHEET 4 OF 7 Cl 176 4 STR 28'-10" 3390 ENGINEER OF RECORD: v N Egy7.-,,,83973BA. DEPARTMENT OF TRANSPORTATION thwir STATE OF NORTH CAROLINA G1 8 5 STR 24'-6" 204 2F15C839],,,,,, .�'cQRO ,,,,, RALEIGH o ` 44p�•, • •. `4 . •• ,SS/p 1 _ i�� �•� = DOUBLE S2 12 6 STR 24'-6" 442 = • • SEAL "cP F14091�. �,: 11 FT . X 8 FT . REINFORCING STEEL 20,284 LBS ��! `' '� ' o "'-- ,�NQR....;,,..%' CONCRETE BOX CULVERT � o q. In In 10/25/2018 W� jETHERILL O> A ENGINEERING C> N REVISIONS SHEET NO. 1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C 1-4 N Raleigh,N.C.27606 TOTAL DRAWN BY : B.C. HUNT DATE : 10-2018 DOCUMENT NOT CONSIDERED FINAL Bus: 9198518077 1 3 SHEETS J.A. DILWORTH 10-2018 UNLESS ALL SIGNATURES COMPLETED Fax: 8107 LICENSE19851F-0377 7 CHECKED BY : DATE : DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48 * THIS DIMENSION TO BE FURNISHED BY THE ENGINEER NOTES * THE GUARDRAIL ANCHOR ASSEMBLY FOR CULVERTS SHALL CONSIST OF THE FOLLOWING COMPONENTS : POSTAND A. FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO M169, GUARDRRAILIL ANCHOR ASSEMBLY GRADE 12L14 AND SHALL HAVE A MINIMUM LENGTH OF THREADS OF 21/2". * B. 4 - 1" 0 X 2 1/4" BOLTS WITH WASHERS, BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307. BOLTS AND WASHERS SHALL BE GALVANIZED. _L_ (AT THE CONTRACTOR'S OPTION, STAINLESS STEEL BOLTS AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE 1" 0 X 21/4" GALVANIZED BOLTS AND WASHERS. THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307. THE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE ENGINEER.) \ # C. WIRE STRUTS SHOWN IN THE GUARDRAIL ANCHOR ASSEMBLY FOR CULVERTS DETAIL ARE MINIMUM ALLOWABLE SIZE AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 100,000 P.S.I. AS AN OPTION, A 7/6" 0 WIRE STRUT WITH A MINIMUM TENSILE PRESET ANCHOR STRENGTH OF 90,000 PSI IS ACCEPTABLE. ASSEMBLY (TYP•) (51 m U,,i GUARDRAIL ANCHOR ASSEMBLY WITH BOLTS SHALL BE ASSEMBLED IN THE SHOP. BOLT THREADS MAY BE RECUT AS NECESSARY TO INSURE FIT. THE COST OF THE GUARDRAIL ANCHOR ASSEMBLY FOR CULVERTS COMPLETE IN L,, PLACE, SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR CLASS "A" 1� CONCRETE. CJ� ,o , N__ FERRULES TO BE PLUGGED DURING POURING OF SLAB AS RECOMMENDED BY THE `�'_ `� MANUFACTURER. v� om STA. 13+47.55 -L- CULVERT N AT THE CONTRACTOR'S OPTION, FERRULES WITH OPEN OR CLOSED ENDS MAY BE USED. A PAYMENT FOR GUARDRAIL, POSTS, AND POST BASE PLATES IS INCLUDED IN ROADWAY PAY ITEMS. A i "' SLAB REINFORCING STEEL MAY BE SHIFTED AS NECESSARY TO CLEAR GUARDRAIL V ANCHOR ASSEMBLY. CARE SHOULD BE TAKEN TO KEEP THE SHIFTING OF REINFORCING � STEEL TO A MINIMUM. A � 40111 THE CONTRACTOR MAY USE ADHESIVELY ANCHORED ANCHOR BOLTS IN PLACE OF GUARDRAIL ANCHOR ASSEMBLY. LEVEL TWO FIELD TESTING IS REQUIRED, AND THE YIELD LOAD OF THE 1" O BOLT IS 21.8 KIPS. FOR ADHESIVELY ANCHORED ANCHOR BOLTS OR DOWELS, SEE STANDARD SPECIFICATIONS. PLA \ SHOWING o GUARDRAIL ANCHOR ASSEMBLY SPACING. L-72_. ' �`-)i 11 1 1 T3 . i i 1 1 -' II II II ,, II II 11 ( C POST AND GUARDRAIL 1-91 II II II \ ANCHOR ASSEMBLY 1 II II II ) 1 II II II II II II LI /11.] 1'-2" `- II II II �_u II II II II II - I II II PLAN II II II I ,'' II II II II II II I II II II II II II II II II 1'-2" \� II II .\ II II I II II Ih Ili - -u 11 H �_r-r 4" I THREADED STEEL FERRULE TO 1 i u �1 11 II II I II I -� FIT 1" 0 X 2 1/" BOLT WITH II II V ROUND WASHER. v II II I II I _II II_ I II I II II 2" 2" .' II II ♦ 4C II II _ C _ C ' II II ` I II I 7„ II II 7„ \ I II I .co T II II 11 11 SHIM IF NECESSARY I I1 1 R.P.W. • .265" 0 WIRE STRUT a , I1 PROJECT NOo DF1540202054808 II �� 1\11 ( MAXIMUM OF 1/q" ) 11 (TYP•) Q LENOIRJ fQ a it _11EM__u_�1.1__ i s 11111111i = v „/ .375" 0 WIRE STRUT COUNTY jE.— TACK STATION: 13 + 4755 — L — + ? I ; = WELD u Z Z s, 1 - SHEET 5 OF 7 v If—N I • • I \ \ I I I ENGINEER OF RECORD: N o.�•svd.9•.any: STATE OF NORTH CAROLINA C23393auwiLBMEC,,, DEPARTMENT OF TRANSPORTATION Q 4 3 \ J THIS SUPPORT SHALL MEET THE NO. 6 GAGE WIRE °`,o`��N.CQR��4ti RALEIGH REQUIREMENTS AS SPECIFIED STANDARD 8 FOR SUPPORTS FOR REINFORCING (03?"11-cni SECTIO \ A — A SECTIO \ 3 - 3 •:Z�, � ELEVATION STEEL. SEE SPECIFICATIONS. SIDE VIEW 1 ‹<•/frcigc�•• j: ANCHORAGE DETAILS FOR ate, ,, ;IA... GUARDRAIL ANCHOR ASSEMBLY iiimiliww- N Lri GUADAIL A \ CHOR ASSEV3LY FO CULVERTS 10/25/2018 FOR CULVERTS N R: 11111 e ' i ETHERILL O> ENGINEERING O ASSEMBLED BY : B.C. HUNT DATE : 10-2018 REVISIONS SHEET NO. rn N CHECKED BY : J.A. DILWORTH DATE : 10-2018 1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C1-5 O N REV. 5/1/06R KMM/GM Raleigh,N.C.27606 TOTAL N N DRAWN BY : FCJ 6/88 Bus: 919 851 8077 O REV. 10/I/II MAA/GM DOCUMENT NOT CONSIDERED FINAL Fax: 919 851 8107 SHEETS CHECKED BY : ARB 6/88 REV. 12/17 MAA/THC UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F-0377 2 4 7 STD . NO. GRA1 DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48 BAR TYPES BILL OF MATERIAL ALL BAR DIMENSIONS ARE OUT TO OUT. BAR NO. SIZE TYPE LENGTH WEIGHT H1 12 44 STR 21'-10" 175 3-44 Z9 3-44 Z8 3-#5 Z7 3-45 Z6 3-45 Z5 H2 4 44 STR 21'-2" 57 3" 3-45 Z4 2-45 Z3 3-45 Z2 2-45 Z1 H3 4 44 STR 13'-5" 36 "Z" BARS C-0 1'-0" CTS. TOP OF FOOTING H4 4 44 STR 5'-7" 15 0 7r1:6 H5 24 44 1 3'-3" 52 H6 4 44 STR 22'-4" 60 57- co 45 T1 gyp= N1 4 45 2 10'-11" 46 N2 6 45 2 10'-6" 66 i!n Z3 �Z2 �Z1 L1'-3" 1'-7" N3 4 45 2 10'-1" 42 Z4 ,��� ►• N4 6 45 2 9'-6" 59 �Z8 �Z7 �Z6 �Z5 N1 /j N5 6 45 2 8'-11" 56 w Z9 '/ N6 6 45 2 8'-4" 52 o= I N9 ____ 4,10.- 3—#6 S1* * Si CO BOTTOM OF FLOOR N7 6 45 2 7'-9" 48 `" / I — � SLAB & FOOTING N8 6 45 2 7'-3" 45 1 0 _ . '\ , --! N re) Ln LO I— CO dl N9 6 45 2 6'-7" 41 9s Z Z Z Z Z Z Z Z Z Ai A AMA S1 6 46 STR 6'-0" 54 0 : , T1 6 45 STR 23'-9" 149 1' -6„ cb C 1" EXP. JT.L ► Ln o l - o in o ro rn 1 MATERIAL I I � � Lo Lc) in V1 4 44 STR 8'-10" 24 P C9 V2 6 44 STR 8'-5" 34 \`s= 6" RAD. V3 4 44 STR 8'-0" 21 y V4 6 44 STR 7'-5" 30 ti0\% V5 6 #4 STR 6'-10 ' 27 o V6 6 4 STR 6 3 25 �R' 0��0' V7 6 44 STR 5'-8" 23 8" 23' -9" .111 V8 6 44 STR 5'-2" 21 V9 6 44 STR 4'-6" 18 Z1 5'-7" 7" Z1 4 45 3 6'-2" 26 Z2 6 45 3 5'-11" 37 Z2 5'-4" 7" .41 III.-.II ► Z3 4 45 3 5'-8" 24 Z3 5'-1" 7". Z4 6 45 3 5'-3" 33 Z4 4'-8" 7" Z5 6 45 3 4'-10" 30 PLAN W1 Z5 ►� ► 4'-3" 7" Z6 6 45 3 4'-5" 28 -411 ►� ► Z7 6 45 3 4'-0" 25 Z6 3'-10" 7" Z8 6 44 3 3'-6" 14 Z7 3'-5" 7" Z9 6 44 3 3'-1" 12 -41 ►. Z8 3'-0" 6" Z9 2'-7" 6" ►-.1 ► REINFORCING STEEL 1505 LBS FOR 2 WINGS -) HK. CLASS A CONCRETE 0 2 WINGS 20.9 CY TOTAL 20.9 CY 3-44 V9 3-44 V8 3-44 V7 3-44 V6 3-44 V5 NOTE: 3" 3-44 V4 2-44 V3 3-44 V2 2-44 V1 A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED 10„ "V" BARS 2 1'-0" CTS. TO THE FILL FACE OF THE WING COVERING THE ENTIRE 2" CL. LENGTH OF THE EXPANSION JT. ____4 C 1" EXP. JT. N `1 2" CL. MATERIAL 1 o, 2-#4 H6 v; o H4 = "V" BARS— Q H3 `O STREAM �' _ (\l FACE ' ' H2 # @ H5 = 0 • •, . „N" BARS N D' (TYP.) .� Q- a p o ' - V9 - — , v- N �_ " -� FACE FILL PROJECT NO. DF15402a2054808 V8 - V7 - V6 V5- V4 - V3 V2- - V1 #I _ , , a CONST. `° v `-' LENOIR �+ `) JT. # # CONST. JT. o COUNTY + IL H1 N 1 "Z" BARS rn L - L - c) . - A STATION: 13 + 4755 � N9 � N8 � N7 � NE � N5 N4 � N3 � N1 .JI 11 `o A N2I o N7 — T1 BARS ENGINEER OF RECORD: U ' A (TYP.) °°`.sg"`a° STATE OF NORTH CAROLINA "' C839,3 ,,, III,,,,,,,, DEPARTMENT OF TRANSPORTATION o i9 3-#5 N9 3-#5 N8 3-#5 N7 3-#5 N6 3-#5 N5 •o`` .\\. SQRO;/'o,, RALEIGH `� 3" 3-45 N4 2-45 N3 3-45 N2 2-45 Ni _ 8 . 4:'FF�S/p''•.q O "N" BARS ( 1'-0" CTS. ` :'Q�� % S. W 1 WINGS SEAL 14091 =F = F O R �, �' FtiGINE� .<, TYPICAL WING ''•-- cNQR�Es,,..� CONCRETE BOX CULVERT O ELEVATION W 1 ,I,HA SECTION 10/25/2018 H = 8 ' - 0 " SLOPE = 301 N l ETHERILL 105 ° SKEW O> ' ENGINEERING N REVISIONS SHEET NO. rnN\ n 1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C 1-6 Raleigh,N.C.27606 TOTAL N N DRAWN BY : A.J. KLINK DATE : 10/18 DOCUMENT NOT CONSIDERED FINAL Bus: 919 851 8077 1 3 SHEETS J.A. DILWORTH 10/18 UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F-0377 2 k 7 Q. CHECKED BY : DATE : DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48 BAR TYPES BILL OF MATERIAL BAR NO. SIZE TYPE LENGTH WEIGHT ALL BAR DIMENSIONS ARE OUT TO OUT. H7 12 44 STR 16'-1" 129 4-44 Z16 3-44 Z15 3-45 Z14 3-45 Z13 H8 4 44 STR 15'-7" 42 2-45 Z12 2-#5 Z11 2-45 Z10 _ _ 3" • / H10 24 44 ST 1 R 3'-3" 52 "Z" BARS Cagy 1'-0" CTS. TOP OF FOOTING o 0 ti H11 4 44 STR 16'-7" 44 ,� N10 4 45 2 10'-10" 45 N11 4 _ 45 2 10'-5" 43 45 T2 N12 4 45 2 9'-11" 41 Z11 ?- 1'-3" �1'-2%" N13 6 #5 2 9;=2„ 57 10� Z12 N14 6 5 2 8 5 53 N15 6 45 2 7'-8" 48 `�� N10 Z13 Z14 N16 8 45 2 6'-7" 55 / \��- Z15 Z16 Si Cagy BOTTOM OF 3-46 S2 �,: ` N16 �• o FLOOR SLAB & FOOTING �, — �! c" S2 6 #6 STR 6'-0" 54 co o �--� NJ M Q LC) LC — \,/ 9'' \ I z z z z z z T2 6 45 STR 18'-O" 113 °' V10 4 44 STR 8'-9" 23 1' -6" 0\_ V11 4 44 STR 8'-4" 22 C 1" EXP. JT. LI co N V12 4 #4 STR 7'-10" 21 1 MATERIAL I � Co V13 6 #4 STR 7;=1'; 28 O_ V14 6 4 STR 6 4 25 Jl/ �43V) 6" RAD. V15 6 44 STR 5'-7" 22 - v T 'r V • V 1 V16 8 44 STR 4'-6" 24 ti Z10 4 45 3 6'-2" 26 18' -0" o���' Zll 4 _ 45 _ 3 _ 5'-11" 25 --.0 . - Z12 4 45 3 5'-6" 23 Z13 6 45 3 5'-0" 31 Z14 6 45 3 4'-6" 28 Z15 6 44 3 3'-10" 15 Z16 8 44 3 3'-1" 16 PLAN W2 Z1OL 41 5'-7" . so Z11 5'-4" 7" ... 1. Z12 4'-11" 7" Z13 4'-5" 7" .-. . - Z14 3'-11" 7" -41 ► 4► Z15 _ 3'-4" 6" ••Z16 2'-7" 6" I,. . REINFORCING STEEL 19131 LBS FOR 2 WINGS -) HK. CLASS A CONCRETE 0 2 WINGS 15.7 CY TOTAL 15.7 CY 4-44 V16 3-44 V15 3-44 V14 3-44 V13 NOTE: _ ..- r 10"2-#4 V12 2-#4 V11 2-#4 V10 3" A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED "V" BARS ( l'-0" CTS. TO THE FILL FACE OF THE WING COVERING THE ENTIRE 2" CL. LENGTH OF THE EXPANSION UT. r / C 1" EXP. JT. 2" CL. MATERIAL L > 2-44 H11 v; 0 / N . ."\i„ BARSL o r H9 . . STREAM LP �' co= _ •' FACE :� � # r H8 @ # � H10 i „N" BARS . . N N CV (TYP.) FACE CO_ DF15402a2054808 O V16 PROJECT NO. # # V10 � �V11 V12 � V13 � V14 V15 Zi O co cv CONST. Ln o . , CONST. UT. # L E N O I R co H7 JT. COUNTY 1 — J— �' „Z„ BARS �� . . c) s► S► S► S► s► s► ' ►� / STATION: 13 + 4 7 0 5 5 - L - L. N10 .N12 N13 N14 N15 N16 t ��` N11 j N o T2 BARS — 1 ENGINEER OF RECORD: U (TYP.) �o...s9..any: STATE OF NORTH CAROLINA N ., M 839 5 ` �����,,, DEPARTMENT OF TRANSPORTATION 0 4-45 N16 3-45 N15 3-45 N14 3-45 N13 `P �`��•O��N�CQRp�%1.,°� RALEIGH .� 2-45 N12 2-45 N11 2-45 N10 3" 8" �:oFF�S/0' q o -' "N" BARS 1'-0„ CTS. -' •; :�Q� L'� = W 2 WINGS r. SEAL - - 14091 z FOR TYPICAL WING .,, cHgR�ES��o CONCRETE BOX CULVERT ocd ELEVATION W2 SECTION """ H = 8 ' - 0 " SLOPE = 301 0 � 10/25/2018 N CO WA illi ET LL 105 ° SKEW 0> ' ENGINEERING N REVISIONS SHEET NO. ON\ 1223 Jones Franklin Rd. NO. BY: DATE: NO. BY: DATE: C 1-7 cv Raleigh,N.C.27606 TOTAL N DRAWN BY : A.J. KLINK DATE : 1O/18 DOCUMENT NOT CONSIDERED FINAL Bus: 919 851 8077 1 3 SHEETS L J.A. DILWORTH 10/18 UNLESS ALL SIGNATURES COMPLETED LICENSE NO.F0377 2 °k 7 � CHECKED BY : DATE : DocuSign Envelope ID:937D50CA-60B2-4887-B196-69136840FD48 STANDARD NOTES DESIG \ DATA ° ALLOWA \ CE FOR DEAD LOAD DEFLECTIO \ 9SETTLEVE \ T9 HANDRAILS A \ D POSTS SPECIFICATIONS AoAoSoHoTaO. (CURRENT) E T C o I \ C A S T I \ G SUPERSTRUCTURES o METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN LIVE LOAD SEE PLANS BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB. IMPACT ALLOWANCE SEE AoA.S.H.T.O. ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE STRESS IN EXTREME FIBER OF DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. STRUCTURAL STEEL — AASHTO M27O GRADE 36 — — 20,000 LBS. PER SQ. IN. ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL + — AASHTO M27O GRADE 5OW — — 27,000 LBS. PER SQ. IN. FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON—UNIFORM COLORING WILL UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS. — AASHTO M27O GRADE 50 — — 27,000 LBS. PER SQ. IN. BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECT IONS, VERTICAL CURVE ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH SPECIAL \ 0 T E S REINFORCING STEEL IN TENSION — GRADE 60 — — — 24,000 LBS. PER SQ. IN. BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND CONCRETE IN COMPRESSION 1,200 LBS. PER SQ. IN. ACTUAL BEAM CAMBER. GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN CONCRETE IN SHEAR SEE A.A.S.H.T.O. IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, SPECIFICATIONS ARTICLE 105-4. STRUCTURAL TIMBER — TREATED OR UNTREATED AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE EXTREME FIBER STRESS — — — 1,800 LBS. PER SO. IN. ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND COMPRESSION PERPENDICULAR TO GRAIN CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER. OF TIMBER 375 LBS. PER SQ. IN. DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE EQUIVALENT FLUID PRESSURE OF EARTH 30 LBS. PER CU. FT. AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL (MINIMUM) BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE FALSEWORK OR FORMS IS STARTED. MATERIAL A \ D WORKvA \ SHIP ° REI \ FORCI \ G STEEL EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO THE 2018 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED N. C. DEPARTMENT OF TRANSPORTATION. IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT TO OUT AS INDICATED ON PLANS. STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL BE HOT ROLLED. WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS C O N C R E T Ea LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL BE LAPPED TO LOCK LEGS ON ADJOINING PIECES. UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: STRUCTURAL STEEL CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8" 0 SHEAR STUDS FOR THE BE USED FOR SLOPE PROTECTION AND RIP RAP. 3/4" 0 STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT THE RATE OF 3 — 7/8" o STUDS FOR 4 — 3/4" O STUDS, AND STUD SPACING CHANGES CONCRETE C H A V F E P S a SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8" 0 STUDS ALONG THE BEAM AS SHOWN FOR /4 O STUDS BASED ON THE RATIO OF 3 — /8 0 STUDS FOR 4 — /4" 0 STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0". STRUCTURES SHALL BE CHAMFERED 3/4" WITH THE FOLLOWING EXCEPTIONS: TOP CORNERS OF CURBS MAY BE ROUNDED TO 11/2" RADIUS WHICH IS BUILT EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION, SHALL BE ROUNDED WITH A l/4" FINISHING TOOL UNLESS OTHERWISE REQUIRED SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/6" IN THICKNESS AND AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A 1/4" RADIUS DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS. EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS " BRIDGE WELDING CODE". DOWELS ° ELECTROSLAG WELDING WILL NOT BE PERMITTED. WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY I/16INCH OR PLACE WITH 1:2 CEMENT MORTAR. EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING, OR METALLIZING. 1 1 ENGLISH JANUARY9 1990 REV. 6-16-95 EEM (✓) RGW REV. 5-7-03 RWW (4) JTE REV. 10-1-11 MAA (✓) GM 10/25/2018 STD. N 0 o S N REV. 8-16-99 RWW (4) LES REV. 5-1-06 TLA (4) GM REV. 12-17 MAA (4) THC 7:36:58 AM P:\2019\19112.02 Davis Mill Divsion 2 Culvert\Structures\DGN\Davis Mill Rd. Culvert.dgn