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Home My WebLink About20180538 Ver 1_Permit Plans_20180417� N O � A STR UCTURE DESIGN DATA ADT 2070 = 690 ADT 2025 = 1100 T = 6 % V = 50 MPH FUNC CLASS = MINOR COLLECTOR I - �I �<� � I [ ' � �I I . � � I � �I�. � � III��H\ � � , / , REPLACES BRIDGE l63 OVER BATES CREEK 011Z SR I348 (BATES CREEK RD.) BETWEEAI SR 133I (HAIVGING DOG RD.) A1VD FRED ICILLIAIK RD. + � PROJLCT LENGTH LENGTH ROADWAY PROJECT 14SP.20201.1 = 0.057 MI. LENGTH STRUCTURE PROJECT 14SP.20201.7= 0.005 MI. TOTAL LENGTH PROJECT 745P.20207.1= 0.062 MI. + P�epa�ed !n ile O(fice o�: l�AUGHN Ca MELTOIV f378-F PAT70N AVE. ASHEVILLE NC,21J806 FOA iNF. NORTH CAROL(NA DIIISION OF HI4HIYAYS HARDY L. WILLIS, PE LETTING DATE : PR iscr srvcrxr.ex AUGUST 14, 2018 RYAN SHIPMAN, E.I P ,��rn�s,�xaH�.N�sR SR 1348 (BATES CREEK) ___,3 (NO OUTLET) REVISED FINAL 02/03/17 oocuMENr Nor coNsroEaEo FrNn� uN�Ess n�� SIGNATl1RE5 COMPLETE� .�`��P;;,�,��ARo� �„ � 2..oFE55io ; v'- _ 'a SEAL'-= `_ , , zorn -' _ �: Hy".;�Nci HEE...•\y '.. OYi�iiii� W\��'•• STRUCTURES MANAGfiMENT UNIT I000 BIRCN WDGE OR. RALEIGN, N.G 2I6I0 vaM � Yaugho&Alel/on cansuiAshevilleef6 � e:a x.� zrss ii�a ,.,�.a,�.�a�.�e„e��.,a,a�..w......, ; NORTH BOUNDARIES AND PROPERTY.• Staie Line ---- -.-..--.- County Line Township Line ---------- City Line Reservation Line Property Line Exisfing Iron Pin � Computed Property Corner —x Property Monument � Parcel/Sequence Number i23 Exisfing Fence Line -x—x—x- Proposed Waven Wire Fence Proposed Chain Link Fence ----e---- Proposed Barbed Wire Fence-� 6 Existing Weiland Boundary - ---^�°---- Proposed Wetland Boundary ^° Exisfing Endangered Animal Boundary =•� Existing Endangered Planf Boundary � Exisfing Historic Property 8oundary �° Known Contamination Area: Soil -�-s-�� PotentialContaminalionArea:$oil -�-s-�- Known Confamination Area: Water �-'"-�- PoteMial Contamination Area: Wa}er -�?%-w-�- �� Contaminafed $ite: Known or Potential — � � BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or lVG Tank Cap O $ign � Well w Small Mine '�" Foundaiion 0 Area Outline � Cemefery �� Building � School � Church � Dam HYDROLOGY.• S}ream or Bady af Water Hydro, Pool or Reservoir `____ J Jurisdictional Siream __.___..___.__._.___ —�s . . — BuHer Zone 1 —ez i — Buffer Zone 2 --------� -- —ez z— Flow Arrow F-- -- Disappearing Siream �� -- Spring p�"'..._,-^ Wetland ------ --- � Proposed Lateral, Tail, Head Ditch False Sump � ��l°A°1(°l� �1F I��B°][[°'�'� �A]��,][1�A9 �][�'��[�N �lE' 1�[d�l�[�A�Y� CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS: Note: Not to Scale *S. U.E. = Subsurface Utility Engfneering Standard Gauge — �� RR Signal Milepost q o� Switch u,0'� RR Abandoned --- -�.�rt--- — RR Dismantled - — RIGHT OF WAY fy PROJECT CONTROL: Secondary Horiz and Vert Confrol Point — ♦ Primary Horiz Conirol Point � Primary Horiz and Vert Conirol Point -- � Exis} Permanen} Easment Pin pnd Cap Q New Permanenf Easement Pin and Cap — O Vertical Benchmark m Existing Right of Way Marker Q Existing Right of Way Line New Right of Way Line —�— New Righf of Woy Line with Pin and Cap- --�-�-�- New Right of Way Line with � Concrete or Granite RNJ Marker New Control of Access Line wi}h � Concrete C/A Marker -� Existing Contral of Access -- ---�+-- New Control of Access -� Existing Easement Line --E--.- New Tempomry Consiructian Easemen} - E New Temporary Dminage Easemenf — —TOE New Permanen} Droinage EasemeM — —poE— New Permanen} Drainage /Uiility Easement —ove— New Permanent Utility Easemen} --_ —pue— New Temporary Uiilify Edsemen} —rue— New Aerial Utilify Easement —qUE— ROADS AND RELATED FEATURES.• Exisfing Edge of Pavement Existing Curb - Proposed Slope S}akes Cut --- �--- Proposed Slope 5}akes Fill --- F--- Proposed Curb Ramp - ce Existing Me}al Guardrail — -�- Proposed Guardrail T ' ' Exis}ing Cable Guiderail �-� " Proposed Cable Guiderail " �-s- Equality Symbol � Pavemenf Removal � /�EGETATION.• Single Tree --- -��- Q Single Shrub o Hedge Woods Line -- ��"- Orchard Q � 47 Q Vioeyard a�a� EXISTING STRUCTURES.• MA10R: Bridge, Tunnel or 8ox Culvert 0 Bridge Wing Wall, Head Wall and End Wall - �=a+= ww � MINOR: Head and End Wall �\ Pipe Culvert --------- --- Pootbridge ?----------< Drqinpge Box: Ca}ch Basin, DI or J8 ❑°a Paved Ditch Gutter - Storm Sewer Manhole OO S}orm $ewer � UTILITIES.• POWER: Exisiing Power Pole � Proposed Power Pole b Exisiing Joint Use Pole � Proposed Joint Use Pole -b-� Power Manhole O Power Line Tower � Power Transformer � tYG Power Cable Hand Hole H-Frame Pole �--� WG Power Line LOS B(S.U.E.`) ---_----�- lVG Power Line LOS C(S,U.E,*) ---�_---- lVG Power Line LOS D(S.U.E.*) ---- ° TELEPHONE: Exisiing Telephone Pole + Proposed Telephone Pole -0- Telephone Manhole OO Telephone Pedestal � Telephone Cell Tower �, U/G Telephone Cable Hand Hole O lVG Telephone Cable LOS B(S.U.E.*) ---�---- lVG Telephone Cable LOS C(S.U.E.')— ---�----- lVG Telephone Cable LOS D(S.U.E.') �------ lVG Telephone Conduit LOS B(S.U.E.') —� ---�_--- WG Telephone ConduitL05 C (S.U,E.')— ------*_-- lVG Telephone Conduif LOS D(S.U.E.*) �� lVG Fiber Optics Cable LOS B(S.U.E.`) ----��--- U/G Fiber Optics Cable LOS C(S.U.E.')— ---��-- lVG Fiber Optics Cable LOS D(S.U.E.")— ��^ — WATER: Water Manhole Water Meter Water Valve Water Hydrant IYC, Water Line LOS B(S.U.E') lYG Water Line LOS C(S.U.E*) tL� Water line LOS D(S.U.E') Above Ground Water Line — N: N Pedesfal �c N Tower � lYG N Ca61e Hand Hole � lVG N Ca61e LOS B(S.U.E.*) --*�---- lYG N Cable LOS C(S.U.E') -- -��--�-��---- WG TV Cable LOS D(S.U.E.*) '° ll/G Fiber Opti< Cable LOS 8(S.U.E.*) -----��a--- lVG Fiber Opiic Cable LOS C(S.U.E.*)— ---��^- LVG Fiber Opfic Cable LOS D(S.U.E')— ��^ GAS: Gas Valve Gas Meter lVG Gas Line LOS B(S.U.E.`) lLG Gas Line LOS C(S.U.E.*) WC Gp5 Line LOS D(S.U.E.*) Abave Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout WG Sanitary Sewer Line Above Ground Sanitary Sewer --- SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.•) SS Farced Main Line LOS D(S.U.E.') MISCELLANEOUS: Uiility Pole Utility Pole wifh Base Utility Lowted Object Utility Traffic Signal Box Utility Unknown WG Line LOS B(S.U.E.') lLG Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. P!G Tank; Wofeq Gos, Oil Geoenvironmenial Boring — --�— lVG Test Hole LOS A(S.U.E.*) Abandoned According to Ufility Remrds — End of Information • O O fs] u O 0 � m AATUR E.O.I. DETAIL I s�cra�onaH �� 4toP ax �0- I 0 FFt. LINDA KAY SEABOLT DB 386 PG 28 T �O \ P� \ ti� �� = ��`' � ou� ., 0.�7 BATES CREEK BAPTIST CHURCH � � DB 87 PG 6 / � ��`�oo� BM "I -BL- STA 5+53.76 / 32.75 LEFT �' .- EL6V.1741.00/ -" �� G� �/ �� \ � / i _; %`� ,i"� =�P � ____'_"_'" " � : �P 22. /��O / �P S� ISF GR / �,/ BAPTIST � CHURCN �' � � ' U /� �O/ �� 0 r � N " � / 5�� j Ne � p ? . a ' /z" ------'" /✓ / / o �/ /Bl -I 3. �/�/� ,�/ SPECIAL�C SEE DET L 1 + ❑ 745P O THE MAURICE & FRANKIE MENCHEY TRUST DB 1433 PG 383 P.C.'G' SL.376 /� — SEPTIC SYSTEM �FASNFIELD LINE, FIELO LOCHTED BY CHEROKEE GOUNTY ENVIRONMENTAL HEALTH OEPANTMENT 12l3/13. 00 N0T OISTUFB ThIIS AflEA OR CUTBANK DUPING CONSTRUCTION � �/ � SPRING / Q� � / / � �1N�C4Rp��.,, t'"1N,.,�ARp/ �` P.....��..,., 2. { P:..�<�� 2.00�E55iQti:9 "' �2:' � Y .� - a SEAL F- " � 5 E A L �i ' ' = 365so : = c � 033023 � ' `;9�'�k`� ixE�;?;•��°�: �� p: j , �erruis��J ��fr�.��e.�z �� O HAZEL M. ELKINS, ET. EST. TONs NEWOETOUR- DB 840 PG 218 C 5 II RIP-RAP DB 840 PG 219 RUCTUftP.I PAY ITEM) I PT Sfo. 13+2332 ��i � � � � � a ITEM) 3 GLENN ERIC BAILEY, ET. UX. � DEED OVERLAP FOUND DB 1355 PG 960 GLENN ERIC BAILEY, ET. UX. P�C.'G' SL 29 Sto.10+74.8/= DB 1355 PG 960 ?,g7 P.C.'G' SL.29 VS THE MAL7RICE & FRANKIE MENCHEY TRUST �B 1433 PG 383 P.C.'G° SL.376 -L- Pl 51a 10+18.40 Pl Sta 11f20.80 �= TOl'04.7'(RTl p= 4629'37.0'fRTI D=/9' 05' S4.9' D= 36' S7' S4J' L = 36.75' L = /25.78' 7" _ 18.40' T = 66.58' R = 300plY R = 155.00' SE = 06 -OR- PI Slo 10+q066 � = 53' 20' 4l.4' !LT) D = 143' l4' 22.0' L = 3724' T = 20.09' R = 40.00' SE = SEE PLANS SR 1348 B�ITES � END -L- , DOCUMENT NOT CONSIOERED FINAL UNLE55 ALL SIGNATURES COMPLETEO va� YaugY�SMellon 9....�'s�a�maae�:,.o�.. o „�a,a.�� IAINTAWED R/W�- l5' BST R'i NO OUTLET --� CREEK RD - - -- _ � MAINTAINED R/W"----,.___ IECT 14SP.20207.1 -. 13 +25.00 ��"�--��- -��"' HAZEL M. ELKINS, ET. VIR. ......_.-.,_ %, 6FD �-�-� ----' DB 840 PG 218 pBAN� DB 840 PG 219 � yrR PI Sfo 13+4422 �_ /'//'45J'(RTl D = 3' 22' 13T L = 35.4B' r = n.�a� R = 1.700.00' SEE SHEET 28-1 FOR DETOUR PLAN AND PROFILE SEE SHEET 5 FOR PROFILE OF -L- SEE SHEET 5-1 THRU 5-70 FOR STRUCTURE PIANS SEE SHEET 2D-1 POR MODIFIED CONCRETE FLUME DETAIL FULL DEPTH PAVED SHOULDER � � -NEWDETOUR- CURVE OATA Pl Sto 10+1963 Pl Sto 10+6/.46 PI Sfo Il+16.03 Pl Sla 11+6588 Pl Sto 12+48J5 Pl Sto 12+9759 �= 8'36'33.9'lRTJ 0= Y34'47.5'lRTI �= 22I2'47.4'lRT1 �= T2l'S4.3'(LTl �= ST03'!L7'(RTl �= 4035'l02'!RT) D= 35' S0' 29.4' D= 35' 48' 35.5' D= 2i l7' 0l3' D= 38' ll' 499' D= ll4 35' 29.6' D= 7523' 2/J' 1O L= 24q2' L= 26.75' L= B1.42' L= 1928' L= 46.30' L= 53b4' T= 1203' 7= 13.4/' T= 4/23' T= 9b5' T= 24.96' T= 28Jd THE MAl1RiCE & FRANKIE MENCHEY TRIJST R= 159.86' R= I60A0' R= 2/OAO' R= 150.00' R= 50.00' R= 76A0' SE=NC SE=NC SE=NC SE=NC SE=NC Sf=NC �8 1433 PG 383 � P.C.'G' S1.376 /� 0 BATES CREEK BAPTIST CHURCH � �B 87 PG 6 / BM "I / -BL- STA 5+53.76 32.75 LEFT ELEV.1791.00% '� P � ' G � \ LINDA KAY SEA80LT OB 386 PG 28 �' r� ♦ n�. a�-z -'�c a,«�= ' -L' / �--�' %/, ,.- .�/ - SEPTIC SYSTEA7 DPAINFIELO LINE, FIELD LOCATE� BY CHEflOKEE COUNTY ENVIPONAtENTAL HEALTH OEPANTMENT 12/3l13. DO NOT OISTUFB THIS AFEA OH CUTBANK DUFING CONSTRUCTION V s / e�j/ I SPRING � PRELIMINARY PLANS ___ _ SR , o� jev� oa. � � V�m o -L� PL i/ �/P "'"'""" / m � � / � nz. P�F m QJ� r — � O O 4 >s.�v a1 O3 GLENN ERIC BAILEY, ET. UX. ' DEED OVERLAP FOUND DB I355 PG 960 \ GLENN ERIC BAILEY, ET. UX. P.C, °G' SL. 29 �� - DETOUR- PC S1o.10+7q,8/= DB 1355 PG 960 � .� P0051a.10+9287 P.C.'GVSL29 [H�lu[[x ��ENcINE[a ``�,N��pRa`i ,''e•tiN...�.'?Rp'.,, ;'g,.oFEss,oy 9=,, {.=?_�s�.�.9,, �a 2 960 �- ' : 5 E A L �`, : _ : _ = @ � 033023 � ` ��9',`,%+GiNE�:.: Wp�: ` P'�.. i¢ 3 .l e �f�E�M.54J`.: �O�fE}#yp ' e ,�,��i�� ,.5�:.�PO=�' pOCUMENT NOT CONSIDERED i1NAt 15,_�_._. UNLESSALLSIGNFTURESGOMPLETED —�s—_O-�s---_ �.� HAZEL M. ELKINS, ET. VII =^^�^�^ ^� �_- DB 840 PG 218 . "inac°1ei DETOUR- D8 840 PG 219 13+2332 uarAnrrinu ,�,,,.��,. ,o�.x�w�e o �,�,,,�a..� `J-t BL-3"" MAIN.�AINEo R�yy � -�_ -- �— _ --- l5' BST NO OUTLET --�" ES CREEK RO _ � ��""'��-�- ��"��- HAZEL M. ELKINS, ET. VIR. �--...._.,__ ' ISFD "--�------' DB 840 PG 218 ABAND OB 840 PG 219 � yTR THE MAURICE & FRANKIE MENCHEY TRUST SEE STRUCTURE PLANS FOR SEE TR.4FFIC MANAGEMENT PLANS FOR DB 1433 PG 383 CULVERT CONSTRUCTION STAGING REQUIRED TRAFFIC CONTROL DEVICES P.C.'G' SL.376 —NEW DET OUR — 13+00 74+00 ; ; 's 5 PNAS�NG QIAGRAM � �— - -- — -� 26 01 PR�-iIME[] 02 [[S[}LAT�Q1 PHASING �IAGRAh! �ETECTION LEGEN� �� ETECTE� MOVEh1ENT E— UN�ETECTE� A10VEMENT (OVERLAPy r---- UNSIGNALIZ�D hSOUEMENT �---- � PE�ESTRIAN MOVEh1ENT +2.82% GRADE 15 MPH D�SiGN SP�E� �p BEGIN TEP PROJECT IASP.20201.1 �-L-- 57A. 10+20.D0 GR TABLE OF OPERATION ez e� SIGI�RL � CLEAR R CLEAR L �ac� w ei w ez s � z t z � ll ft R R G Y R R 21 G Y R R R R R TI€�ING GHART NE61A CONTROLLER PHASE �L m7 MINIMUM GREEN 12 SEC. 12 SRC. PASSAG6GAP O SEC. O SEC. YELLOW CHANGE INT. 3. O SEC. 3. O SEC. RE� CLEAkANCE ZS SEC. Z6 SEC. lMX. 1 �7 SEC, zZ SEC. KECALL POSITION � FM7(. AKALL MAX. REUfL �FF11. �t� MEMORY — — iEMP Il I STGNA� FAC� I.�. � � 12+� � �� 2� NOTES 1. PORTAB�� TEMPORARY TNSTAL�ATIDN. 2. SIGt�AL HEADS SNALL BE NO CLflSER THAN 40 F��T FROM TH� S70P�.�N�. 3. NO COUNiS AVAILABLE. 4. CONTRACiOR Ta UTILIZE NCdOT PRE-APPROVED PORTABLE TRAFFTC S�CrNAI. MANUFACTURER AN� MODEL. � �7.34% GRADE 15 MPH bESIGN SPEED END TIP PROJECT 14SP.20201.1 --L- STA. �3+25.00 SPRING � 1 2 ls '- � PORTABLE TRAFFIC S�GNAL � —Wu�' NO OUTLET —! � _�_ � ~ -- — �a WORK AREA �'AEL[i�INARY PL11NS Dfl N[Yi' U56 FOR CON53RIICf[O:1 i� BM #la 8" SP�KE I1� BASE 0� 2�" F�ED OAK, 33,00' LEFT �F --LT STAe 5-�-54°00 f� 534859e72, E 489980e97 ELe 1741ed0 \ � \ \ M \ ( , �� \\ \ �v� e9�� `-i S \ \ S c�,� \ Fk \ \ \r�ROPos�n g� x �� /� ooua�E Rcac cu�v�R� -0R1- GvrcTrn�rJ '�,,\-�V� 1 � � 1 PROP. GUARDI2AIL �(ROA�WAY DETAIL & PAY ITEM3 � (TYPJ 142°-00-'00„ STA.11+g7,g5 -L- � C• c�ass z �TP RaP (SEE BENCH ��7ATi. SHEET 5 OF 111 \\ \�f �`�� `�,� . '�-'�\ � FOR UiILITY INF6R�IATION,SEE LITILITY PLANS AN� SPECIAL PF20V�SIONS LOCAT�ON SK�TC1-I -1�- 5'-0" 4F' 6,• 26'-0" 29'-6" i + __....__ __-------�--�- - --- --� _....___----_-_�m_ S71$.0*-� 1�21.3±-' Ii2L2± 1720.Ot Z�l$.�± ROADWAY DATA GRA�E POINT ELEV. Ce� STATTON 31+97.95 -L- = 1727.16 B�0 ELEV. C� SFATYON S1+5i.55 -L- = 1i18.49 ROADWAY SLOPES Z:1 33'-D" 25'-0" I720.3 } � ---�721.D * � PROFT�E ALONG CIJLVERT 44'-0„ 1720.0± ASSUMEO LIVE LOAD ----- HL-93 DR ALTERNATE LOAOING. �ESIGN FILL ----- MAX.=3.00' MiN.=2.38' FOR (3iiiEfi DfSTGN [7ATA ANd GEEVERAL NOTES, SEE STAtJ�ARD NOTES SHEET SN. THE RESI�ENT ENGSNEFR SHALL CHECK THE LEiVG7H 0� CULVER7 BEFpf�E STAKING IT OUT TO MAKE C�RTAIN THAT IT WILL PROPERLY 7AKE CA€tE OF THE FTL�. CONCRETE IN CUI�VERT SHALI_ BE POUftE� IN THE FOLLOIYING DR�ER: L WZNGS FOOTING5 AND �LODR SLAB INCLUOYNG q"pF AI_L VEI�TICAL WALLS. 2.THE REMATNING PDRTIONS OF TNE WhLIS ANp WINGS FULi_ HEIGHT FOLLOWED 8Y ROOF 5LAB AN17 HEAb}VALL5. FaR MATNTENANC� 0� 7FtAFFIC,S�E 7RAFFIC MANAGEMENT PLANS. FOR EROSION CONTROL MEASU�iES,SEE EROSION CDNTROL PLANS. F�R fALSEWORK AN� FORMWORK, SEE SPECIAL PROUi5I0N5. FOft CRANE 5AFE7Y, SEE: 5F'ECIAL PROVISIONS. FOft SUBMITTAL aF WORKING pRAWINGS,SEE SPECIAL PRQVISi0N5. FOR GROi1T FDR STRUC'iURES,SEE SPECIAL PROVISIONS. TEMPdRARY SHORING MAY BE RE�l1IRE0. SEL 57ANI�Afin DRAWING N0. 1801,01 �OR STANpARO T�Mf�pRARY SHORING. NO P�[CAST REINFDRCE� BOX CULVERT OPTIDN 1Y1L1. BF ALLOWEb. NOT�S TH� EXISTING BRI�GE IN�ICATED ON THE PLANS IS FROM THE BEST TNFORMATION AVAILABLE.S3NCE THIS INFORMATION IS SHOWN FOR THE CONUENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAUE NO CLAIM V�HATSOEVER AGAINST THE f]EPARTM�NT OFTRANSPORTATTON FOR ANY �ELAYS OR ADDI7IONAL COST INCURRE� BA5E� DN DIFFEFtENCC5 BE7iiEEN THE EXISTING BRIDCE SHOWN ON THE PLANS AND THE ACTEIAL CONDITIONS AT THE PROJECT SITE. REMOVAL OF THE EXTSTING BRT�GE SHALL BE PERF"ORMED SO d5 NOT TO ALL044 oEBRTS 70 FALL iNiO 7HE WA7ER.7HE CONTRACTOR SHALL R�N{DVE THE BRI�GE AN€} Sl16MIT PLANS FOR DEMOLITION IN ACCORDANCE WITF{ ARTTCL� 4Q2-2 OF THE STAN�ARD SP�C�FICATIONS. TNASMi1CH AS THE PAINT SYSTEM ON 'fHE E7(ISTING STRLICTURAL STEEL CON7AIN5 L�A�,7HE CONTRACTOR'S ATTENTION IS p�RECTED TO ARTICL� 3D7-1 OF THE STAN€}ARO SPECIFICATIONS. ANY COSTS RESIiLTINC FROM COMPLIANC� WITId APPi.ICAE3L� STAT� OR FEDERAI_ REGULATIONS PEFiiATNrNG 70 HAN�LI�fG OF NEA7ERTALS CONTAINING LEA� aASED PAINT SHALL 8E INCL€��EO IN THE F3I� PRICE FOR 'ftEMOVAL OF EXISiING STRLICTURE". FOR AS8EST05 ASSESSMENT fOR 6RI�GE �EMOLITION AND RENQVQ71(lN ACT]:VITIES,SEE SPECIAL PROUISIONS. �auNoar�aN �vor�s ECAVAT� 1 FOpT BELONI CU�VERT AND FOOTINGS ANO REPLACE WTTH FOLIN�ATION CONflII'TOiJING �1ATERIAL IN ACCOftI�ANCE W�7N Af27ICLE 414-4 DF THE STANOAR� SPECIFICATI�NS. CEILVERT EXCAVATION LIJMP Sll� PAY ITEM SF{ALL ZHCLl1DE. A NSNSMIJM OF S4 C.Y.OF ROCK EXCAVATTON. 7HE EXISTI�JG S�RLICTLlRE CONS�STTNG DF SINGI_F_ SPAN 25'-6'; CLEAR ROA�VrAY WIDTH DF 39'-0" TIMBER FLOOR ON 57EEL BEAN; EN[l BEN75 CafVSTSTING 4F TIMBER CAPS DN TIMSER POSTS AND CONCREiE SIt_!.5 AND LOCA7Ei7 A7 TW� PROPDS�a STRLICTURE SITE SHALL BE REMOVEp,TH� EXISTING BRI�GE IS PRESENTLY POSTE� FOR LOAD �IMIi. A7 iflF' CON1'RAC70R'5 flP7I0N HE MAY SPLICE THE VEflTICAL REINFORCING STEEL TN 'fHE INTERIDR FACE OF THE EXTERIOR WALL hN� f30TH FACE5 DF 7N� IN7EftTOR WALt A90VE LDWER WAL1� CDNSTRUCTTON JOTiJT.THE SPLICE SHALL E3E AS PROVIOED II� TFiE Sf'LrCE LENG7H CHAR7 SHOWlV ON THE PLANS.EXTRA IVEIGHT OF STEEL �UE THE SPLICES SHALL #3E PAI� FOR C�Y 7HE CDNTRACTOR. FOR Cl1LVERT DTVERSTON �ETAILS AND PAY ITEM, SEE EROSIDN CON7ROL PLAN. A 3 FOOT STRIP OF FII.T�R FABftIC SMALL 8E ATTACFIEO TQ THE FILL FACF OF THE Pl�NG COVERING 71iE EN7TRE L�NG7H OF THE EXPANSION JOINT. STEEL IN THE 60Ti'OM S�AB MAY BE SpLICE� AT THE PERMiTTED, CON51'RiJCTIQN JQINT AT THE CDNTRACOR'S OPTIDN. EXTRA �'EIG1iT OF STEEL DUE 'f0 iHE Sf'LTCES WTLL E3E PAZp FOR 6Y THE CONTRACTOR. HYdRAEJI�IC DA7A �E5IGN [lI5CHARGE = 550 CFS �ESIGI� FREC]l1ENCY = 25 YRS �ESIGN HW ELEVATION = ti24,6 FT �RAINAGE ARLA = t,64 S0. ME. BASF �ZSCHARGE _ &00 C�S E3ASE FREOiJENCY = 100 YF�S BASE HW ELEVATION - 1727.19 FT r��vzs�o rrrta� nacurn�Nr n�or caNsmEREo 02/03/17 F�� SS AtL �� SSGNATURES COMPL�TE� OVERTOPPING FL00� �ATA OVERTOPPING pISCFfARGE = 750 CFS OV�RTOPPIfJG FREpl1ENCY = 50 YRS 6VERTOPP�NG �LEVATIQN = I727,0 Fi W.S. El_EVATTON AT DATE 0� SIJftVEY -]7z0.1 FT lJA7F:13/14/201� TOTAL STRl1CTl�RE QLJANTITIES REMDVAL QF �XIS7ING STRUCTIJRE LUMP SllA� ASBESTDS ASSESSMENT LUMP SL1M CfJLVERT EXCAVATION LL1MP SL;M fQi1NI7AT[ON CON(�ITTCIEJCNG MItTERIhL 82.0 TONS CLASS A CONCRETE F3ARREL C1a 2D7 CY/F7 130.9 C.Y� WTNGS, S:ICI.S, �1C. 4Q•3 C.Y. TDl'AI. 1'f9.2 C.Y. REINFOFiCING 57EEL BAf2RCL 17�383 I_B5. 1VING5 ETC. 4,052 {_�S, TOTAL 21.435 � E�E3S. CLASS II RZP RAP (2'-0" TNICKI 47 TONS GCOT�X7ILE FOR t�FtAINAGE 72 SY ,��"i'r. GARa �" :'.��o Es si pti y� =_ ` =a SEAL �= ' = zo7rr = = �S'y'.,�CI FiEF'Q;: `y; . 90r L.��14�•�`• va� � - ' a Vae�ghn&AAe11on a s Ceneurcirq Enqineerr. � � a 9 Ashevllle, �ssso� � NaiaS s z�i5c0'�ntl 6 aeeern, c ' sns i.e�csoa Y o rn r,c o e o.,�,,,w�. l0< 35] WaB BIB ]55 5951 '(�o�6y��5o9 co„rron, o mos vem� � ve:=a..��.�wm�e. a.�...eu �RAWN E3Y: AR1 �ATE: 02/2076 CHECKF:C1 RY: IiLV� [)AiE: D7./2016 ENG.OF RECOR�: RTS OATE:02/2016 PROJECT NQe �qSPe20201e1 cH��oKE� _ cauNTY STAT�OiVa____._ 11+97�95 -L- Shf�FT 1 OF ii REPLACE BRI�GE No. L63 STAIE OF NORTN CAFOL7N0. DEPARTM�NT OF TRANSPORT6ITION RAIFIGH GENEf�AL DRANiTNG �OIJBLE BARREL e� X 6� �c�c ALONG BATES CREEK ON SR 1348 �BAT�S CREEK ROAD1 NEAR �NT�RS�CTIQN W�TH PEAR LANE REVISIONS SHEET N0. n'r: onic, na. sn onre: � �'� �,_3„ 4^5 GI BARS (il 3"CTS. 5, IN HEADWALL �l'—_ �� FN[ � AS� > CHE ; oa� r CHE WING SLOPE- FOR 2:1 FILI FILL SLOPE 2:1 ROADWAY I_ ROADVVAY FILL SLOPE 2:1 �'' 3" 4^5 GI BARS (J 3"CTS. IN HEADI4A�L • � VlING SLOPE , __. .. rFOR 2:1 FILL / I�—= PERMITTED 1 � I �� 9 BI BARS [J 10" CTS. CONS�.Jf. @ STREAM FACE W� ^4 BI BARS =n ]0"CTS.__ m GRADE 0.12% _ ^4 B2 BARSna ]0"CTS. ACH FACE ISTAGGEREO) �� FILL FACE 3-"e S2 DARS � ELEV.1718.49 0 o CONST.JT. 4" � ¢ �a LL """____'_'_'__ ___' �— — — '— "_ — '— '— '— ___ _"__ "_ '_"'___'__ m_'__"_'_ _ _ _ _ _ _ _ __ ____' _q .. i i � � i "_ �_ - - _ — _ _ l,_�„ 3"g WEEP HOLES (a 10'-0" � CTS. INTERIOR WALL EXTERIOR WALL CULVERT SECTION NORMAL TO ROADWAY °�V-A1 BARS _.8,_0,_ 8,. 8,_p„ —_�—__ 22 -^4 Cl BARS lJ 10"CTS. (TOPJ 22 -"9 Cl BARS lJ 10"CTS. (BOTJ HIGH C.H.C.II. NI � 2"hIIGH BEAM � 1 B.B.) (d 3'' A100 6ARS 1 �� BI BARS B] 8AR5 �6�/q"HIGH C.H.C.II. N °6 A200 BARS ^8 52 BARS W3 °8 S2 BARS 0 `^9- CI 8AR5 (TYP,) 2"CL. 3" H WEEP A `�� HOLES (TYP.) r ,/-II9 - CI BARS 22 _ p9 C1 BAHS ca ]0"CTS.,TOP.) RIGHT ANGLE SECTION OF BARREL THEFE ARE l23 "C'�ARS 7N SFCTION OF BARREL. -PREMITTEO CONST.JT. :I � 25'-11�/e__� FLOOF END ELEVATION NORMAL TO SKEW UPSTREAM ENO SHOWN,OOWNSTREAM ENO SIMILAR. DETAIL CONNECTION OF WING FOOTING AND FLOOR SLAB WHEN SLAB IS THICKER THAN FOOTING T �OT o� e' � g0° 45° 45" I10,_�„ SKEW TRIANGLE REVISED FINAL DOf,UMENT NOT CONSI�ER[D 02/03/17 FINAL UNLESS ALL SIGNATURES COMPLETED va� YaughnbAlellon ConSvAsnev�IleCfS PROJECT N0. _14SP.20201.1 CHEROKEE ______ COUNTY STATION: 11+97,95 -L- f + LENGTII OF CULVERT = 63'-3" ROOF SLAB PLAN DOCUMENT�NOT�CONSI�ERED FINAL UNLESS ALL SIGNATURES COMPLETE� ��..�N i� iAR�(�.i.,� ,._ �.,.,P,,,,,,, : 2°:ofE55io;�y"; 2: : _ ¢ SFQL �- - `_ � :,��Nc�;<�5: '.: ADY'i �i�iW��. vaM Yaughn&Mellon c :�iAsnev�na�r� REVISED FINAL 02/Oi/17 PROJECT N0. 14SP.20201e1 ___ CHEROKEE COUNTY STATIONa 11+g7e95 —L— + + 63'-3" CULVERT SILL LAYOUT END ELEVATION LOONING �OWNSTREAAI � SECTION "A-A" �aWEIS MAT 9E PUSHE� INTO GREEN CONCRETE AFTEP SLAB HAS 9EEN �LOATEO. � PROPOSE� FI�L E5T.32 CY RT PROPOSE� EXCAVATION EST.2 CY ex.ceourvo LAYERS OF 30" RODFING TO PREVENT BONO CLASS II RII i.5:i rwn �_AYERS OF 30" ROOFING TO PREVENT BONO SECTION 'B-B" OOWElS MAT 9E PUSNEO INTO GPEEN LONCPETE AfiEP S�A9 HAS BEEN FLOATE�. `��N,�CARp �• .��`Pt.�.�.,��,�. �i "�, : 2°:ofEss/p'ti y�=_ _ �a SEAL �_ '_ �';fNcirvtEP`�5 _ /par ��riiW �� NOTES SEE SHEET C-6 FOR SILL CONCRETE �UANTI7Y SEE SHEET C-G BAR SCHE�l1LE fOR DOWELS BED MATERIAL SHALL BE EXCAVATED AN� STOCKPI�EO Dl1RING INTSTALLATION OF ThIF CULVERT AN� SILLS. THE NAiIJRAL �EO MATERIALS SHAII THEN BE PLACF� IN THE CULVERT TO THE SPECIFIED ELEVATION. CLASS I RIP-RAP MAY BE USED TO SIIPPLEMENT BED MATERIAL, 1.5:1 CLASS II FLOODPIAIN BENCH ��-�� VARIES �ENCH� ��_Q��_ � ��,_p„ 1 (MAX) �CI D GROUNO ON 1718.52 +/- )YI CHnNNF.I.) INLET CHANNEL & FLOODPLAIN BENCH PROFILE (LOOKING UPSTREAM) FILL FLOO�PLAIN BENCH nAi' �� AINING VlALL 1.5:7 (MAX)�� / �pROPOSEO PROPOSED GROl1ND J E%CAVATI01 ELEVATION 1718.45 +/- EST.2 CY (LOW FLOW CHANNE�) OUTLET CHANNEL & FLOODPLAIN [3ENCH PROPILE (LOOKING DOWNSTREAM) ST.11 CY E%.GROUND .5:1 (MAXI �S II RSPRAP "Eovo3iii""` PROJECT N0. 14SP.20?_Ol.l _ CHEROKEE COUNTY DOCl1MENT N�( CONSID[RE� FZNn� uN�ess n�� STATION: 11+97.95 —L— SSGNATURES COMPLETED �� Vaughn&Mellon ,•^��,�o.ee�:�.e..��.....,.P,.�.......� �