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Home My WebLink About20170450 Ver 1_preliminary_plans_20170417�----- ------------------------------------------------------------ C � • � �� m t T — v �� ] ao � O �f1 M / �� 0 L n . T � 0 iOv� O p0. `•� N O_ T LN 4 � /_ cO Lv Sae Sl�ef 1-A For Index of 5heefs 5ee Sl�et f-B Fpr Symbology BEGIN PRO,TECT I7BP.I2.R.60 U PO7' STA. il -F D0.00 � r,�,,, ro sR � � �G°H,A �, �,H RQl GRl�PHIC SCALES DESIG11i DAT.4 ADT 2034 = 1,200 50 25 0 5D 100 T= (� % " � " ' � V . 50 MPH Plr�NS � so zs o so ��o �.`�� PROFELF ,LiORIZONTAI� FUhEC7. CI.A55 �o s r� io ao LOCAL ' ',,,,,; ��"�� SI�BR�GlONAL TIER �� 1E' .LV �� 'L.��1V � ��VIL��I�I� �� G��A�� l �il �� V �� LOCATI0111: RF.I'LACE BRIDGE 176 �VER HOYLE'S CREEK 4N SR I$36 (OLD WILLIS SCiYQOL RD.) TYPE OF WDRK.• GRADI11tG, DRAI�AGE, PAVIKG A21tD STRUCTURE —L— s�t rs36 O1D W1L115 SCN017Y RQ CLEAltING ON THlS PROJECT SHALL BE PERFORMED TO THE LlMITS ESTABL�SHED BY MEiHOD II. PROJ1sCT LE11iGTH LENGTH ROADWAY P120JECT 17BP.I2.R.60 � Q076 mile LENGTH STRUCTUR&$ PIiOfECT I7BP.12.R.bD = O.OI9 mide TOTAL I.,LlNGTH FRO,�fiGT 17BP.72.R.60 � 0.095 rnile BD 5712AD � POC STA. I6 + 00.00 �� r° ,�' �s Pr��1 FOYr DIoYlSI011ldgOF HIGNHWAYS � _� M A �ngineering 5��51Chaiham5treet-Suite137 �7s Ca NC275i7 6Plo Phone: 9i9.297.U220 Fac 919.297A221 L'�7%:El Consulfiants, II1C. NCLicense:F-0760 mn sr�xnanp sPscn�rcnrrovs ,BIGHT dP WRY D�lTE: KEVIN S. HUTCi-lENS PE T8D PROJ6CT EKf:lXEEp LETTING DATE.• ROBER7 W. PORTER P� PItOIECi' I76SIGN Ruor�rrA �. ....�. �.� ,� � �• 17BP.i2.R.fiO RAii 1ROL116 RA.AGLN6 HYDRAUlJCS F.R'GINEER P.E JXB: ROADWAY DHSIGN ENGINEER _P.& � _� 1 � 1ClO1RSbN RtW & UTIL INCOh�PLE'FE PiAN3 � NYi' ViB P� A/R ACGVI6IT[ON DOCUMENT NOT CONSIDERE� FINAL UNLESS ALL S14NATUREg COMPLETEU NCD07 CONTACT: STEVEN RACKLEY, PE DiVE510N BREDGE PROGRAM {7Q4) 48Q-9034 w; S']['�7C� O� N��$�°�y CA1��IL�NA, ��VISd�N �� gGl[�W�Y� BDUND.4�LIES AND PR�PERTY.• �� 1 '� �� j�� 5tote Line ---..�...._ Note: Not to ,Scale *S. U.E. = Subsurfr�ce Utility Engineeri�g County Line — __� Township i.ine —_— N�ILR�l�Ds-• WATER: Water Manho�e � Water Me1er o Standard Cau e City Line -- ___ 9 �� Orchard 4� Q� Water Valve � Reservation line _._ _ RR Signal Mifepost �� Vineyord Vlneyard Water Hydrant � Switch EXISTING STRUCTURL'S.• � Woter Line LOS 6�S.U.EY} Property line �� - 4■- - - ` Fxisting lron Pin p RR Abandoned ��+� -- � MAJOR; lYG Water Line L05 C(S.[J.E') Property Corner _� RR Dismantled -~---- Bridge, Tunne! or 8ox Culvert �� loter Line L05 D(S,U.E'"} ^. � Properfy Monument o RIGHT OF WAY.• Bridge Wing Wall, Head Wall and End Wall - � ca�c ■x � Above Ground Water Line "'°� "�� Parcel/5equence Number � $aseline Control Point '�" MINOR: Existin Ri N' �cisfiing Fence Line --x—x—x- 9 ght of Way Marker � Nend and End Wall �o� „� TV Pedestal y! Proposed Woven Wire Fence -^.�— Existing Right oi Way Line � _ Pipe Culvert N Tower � Proposed C�ain Lmk Fe�ce e Proposed Right ofWay Line -�_ Footbridge �---_�� 7y Cable Hand Hole ;�,� Proposet! $arbed Wire Fence � ��Qposed Right of Wqy Line with DrpinQ e Box: Catch Basin, DI or 1g � n Iroro Pin and Cap Marker `��- 9 i�- � N Cab�e LOS B(S.U.E."`} -__n_ ___ Existing Wetland BoundQry --- -"e- --- pio�osed Right of Way Line with p��ed Ditch G�,tter _�_�_ ll�G N Cpble L05 C(S.iJ.E.') y__ry_ _^ Proposed Wetland Boundory ,a.a Concrete or Granife RIW Marker �-� Storm 5ewer Manhole � WG N Cable t05 D(S.U.E.*) y ,. Existing Enda�gered Anirnal Bo�ndary � PropQsed Control of Access Line wiih _ _ � Storm 5ewer W�G Fiber O tic Cable LOS B(S.U.E. } Concrete C/q Marker S P • - - - -Tr „- - - Existing Endongered Plant Boundary "g E�cistin Control of Access . U^G Fiber Optic Ca61e LOS C(S.U.E.*) ---�� ro- � F�cisting Historic Properly Boundary � g —�.— �TI�TIES.• Proposed Conirol of Access POWER: � Fiber Optic Cable LOS D{5.�1.E."j �. �, Known Contamination Area: Soil -�--� �� GAS: Existing Easement Line _E�_ Existing Power Pole � PofentialContaminatior� Area:Soil --d�% --�; y Pro 0 1 Gns Val�e Proposed Temporary Construction Easement- F p sed Power Pole V 0 Known Contaminption Area: Water - . , Proposed Temporary proinoge Eosement� roE Existing Joint Use Pole � Gas Meter � Potential Contamination Area: Water p�a � U�fG Gtrs Line LQ5 B(S,U.E.*j Proposed Permanent Drainage Easemeni � ppE posed Joint Use Pole Conlaminafsd Siie: Known or Potential �� WG Gas Line L05 C(5.U.E,"`j —__�_ �_ Proposed Permanent Drainage /Utiiity Easement p�E �oWer Manhole � BUILDINGS f1ND OTH�'R CUlTURE.• WG G�s Line L05 D�S.U.E.�� 6 Proposed Permanent Utility Easement P�E Power Line iower � Gas Yump Vent or LNG Fank Cap o Power 7ransformer Above Ground Gas Line ^�� a Proposed Temporary llfilify Easemenf 7ue 0 5ign O Proposed Aerial Utility Easement AUE �='G Power Cable Hand Nole SAi�lll'ARY SEWER: Wel! � Pro os H-Frnme Pole �—o Sonifury 5ewer Mnnhole 5mall Mine ,�, p ed Permanent Easeanenf with _ � Iron Pin ond Cop Marker � {LG Power Line LOS B(S.U.E.*j -._ _,_ __ Sanitary 5ewer Cleanout 0 Foundation 0 - - + RO�DS �fND REZfITED Fl4TUI�',%• U�G Power �ine �OS C(S.U.E.*} —�_,_ __ 11�G 5anitary 5ewer Line Area Ouiline 0 Existing Edge of Puvement .�_�_� WG Power Line L05 a(5.U,E.*} . Above Ground 5anitary Sewer � Cernetery � ac som�o�, sa,,,; � 6cisting Curb TELEPHONE: S5 Forced Mam line LOS B�S,U.E."j ___,g_ ___ Building Proposed Slape Stakes Cut ^`� � � � 55 Forced Mqin Line LaS C(S,U.E,'j � School F�cisting Telephone Pole --��--- Proposed 51ope Sfakes Fil! F � SS Forced Main Line 10S D(S.U.E."`) Church � � Proposed 7elephone Pole � � Proposed Cur}� Ramp CR � ppm Existing Meial Guardrail �� Telephone Manhole p M15CELlANEOUS: HYDROLOGY Telephone Padestal Praposed Guardrsail i�L m C,J�ilaiy Pole � 5fream or Body of Waier --- _._ �elephone Cell Tower Exisfing Cable Guideraii �� ,�. Utiliry Pn�e wifF� Base � iiydro, Pool or Reservoir �--`—� LYG Telepho�e Cable Hand Hoie '-------' Proposed Cable Guiderail �� •_ t��1�1y Lotafed Object � Jurisdictional 5tream _J5 .._ � Telephone Cable L05 e� 5.U.E." -- --,_ __ Ur�fi!- Zraffic SigRai 8ox Equafify 5ymbol � � ) - � BufferZone 1 ez� I.�`, Tefepf�one Cable LOS C(S.U.E,"} ---,--� L�iiliiy Unlcnown URG Line LOS B(S,U.E.*j AJ Buifa� Zone 2 Pavement Removal . � �n � Z _ T�EGET�lTIQN.' �'r' TB�eARone Coble L05 D(S.U.E."} . U/G 7ank; Water, Gas, Oi! F1ow Arrow � l�C'+ Te�e hone Conduit LQS B(S.U.E.*) -- � 5in le Tree P --n- -- Undarground 5toroge Tpnk, Approx. Loc. — Disappearing 5tream �_.__ _. � � � - �r S rin 5ingle Shrub � Telephone Cond�itl.OS C(S.U.E."'}— ---_�--- A� Tank; Wafer, Gas, Oil � � g �~ �'�^ � iY� 7ela hone Conduif LOS �7 (S.U.E.*}— Wetland � �ed5� -�--��..,. p +� Geoenvironmental Boring � Woods Line �� FiberOptics Cabla LOS f� {S.U.�,*)— -.---.,o_-_. U�C; TesiHole LOS A(S.U.E.#} �, Propased Laferal, Tail, Flectd Ditch �� WIG Fiber Qptics Cable LOS C S.U.E.* -� �o� -- � False S�mp � � y— -- Abandoned According to Ufility Records — qprUR U'G Fiber Optics Ca61e LOS D(S.l1,E."j— •ro End of Information _ - - - - - - .- - - -- -.-,--��_.-��_, _�_,___�_ E.O.I. �..� . �--�— �^,�„n.� ��„� �u+ro anu iKcre�ry SLOPFs AAE 1:1 UNLE55 $ryOWN OTHERW�SE SHQULDER B�RM GUTT�R DETAII. 4'-11" og 2ak ` o� W � U � iTl USE SHOULDER BERM GLFTTER DETAlL IN CON.IUNCTION WITH TYP. SEC, �7 FROM —L— STA. 72+40.00 TO 12+60.00 LT. ORIGINA! GROUND c� ^i'� VAR. , vea GRADE �O THIS LINE 71(PiCAL SEC7ION NO. 1 FROM -L- STA. ]1+OOA0 TO STA. 12+72 t/- �BEGIN 6RIDGEj FROM -L- S7A. 13+72 +/- {END BRIDGE} TO STA. 76+00.00 —� 33'-0" 17'-A" 30'-7 0" ��—�" 4'-11" 11'-0" CONcrtE7e 3.5" wea�uNG MIN. sursFace^ GRA POI! 0.02 FVFT 00 00 00 00 00 O 00 � 3'-0" rt 71 � 3•-9� 16'-0" 11'-0" 3�_��x �,_�n _ 3.5" - MfN. o.oa FVFr � TYPlCAL SECTION ON STRUCTURE FROM -L- STA, i2 + 72 +/- TO STA. 13 + 72 +/- ** - STRUCTUR� PAY ITEM I� PkOJfCi REFERENCE ND. SHEEf NO. 17BPJ2R.6C? 2A-1 � SHEEf NO, RDApWAY OESIGN PAYEMENi pE51GN ENGINFER ENG]NEER FAVFMFN7' �ESIGN PROVI�fD BY NCaDT �IVCOMpL T$ PLANS no xm� t� pva R/w arnntmRm+ �OGYMENT M07 CDNSIbEREQ F1N4L UNLESS ALL SIGNATURE$ COMPLE7E� �� M A Engineering N� �4� Consultants, Inc. �� 598 6ast [hatham5ha�et Sui[e 137 Ca�y, IyC 27571 Phon� 919.247A220 FaM; 979297.0221 ORlGINAI. GROUND �[�TES * USE 4'-il" GVARaRAIL OFFSET WITH 7'-73" SHOULDER WiDTH ON LEFT SIDE TO MATCH BRIDGE RAIL QFFSET, SEE PLANS. MILL PAVEMENT (MAX.1.5" DEPTH) AS NECESSARY AT EACH TIE-IN TO PROVIDE A SMOOTH Ti2ANSIT101V TO TNE EXlSTING PAVEMENT A5 DIRECTE� 8Y THE ENGINEER. � 12+00 �1.1955% +p,3017% PVI = 12+10.00 -L- EL. = 651.84 V.C. = 12p.00 FT. GRAQE DATA -L- FIL� FACE A ElVD BENT 1 STA.12+70.T5 -L- GRADE PdINT EL.552.02 BEGIN FRONT SL4PE 5TA.12+63.84 -L- GRADE POINT EL.652.01 + ------�--------- • 650 ry �---------- m � fi40 APPROXIMATE 620 J t v u 0 ? TU� $R �g97 g 12fQ0 � � AT STA.12+17,71 -L- � E u O rc � 9 � m � Y O o� � � � 4 a a b m o �o a E Na � � m Nm " � 4 13+00 SPAN A SPAN B SPAN C LIAIITS UF UNCLASSIFIED STRUCTURE EXCAVATION STYP.I 1'-6' HIGH WATER LOW CHORp {7YP•} BASE HIGH WA7ER EL.659.00 EL.649,96- LOW CHOitp EL.652.fi1 �07/2U141 UNCLq55IFIEa EL.649.65 f100-YR) S7RUCTURE ExCAva7Ionf � � — (TYPJ �, �X' ��'� � a, FTX. FIX. _ FIX. FIX. �! �\ E�• 649 a 9 \ `� H � � II o� � IINWS EL.639.8� II i � � B� � \ �� — II i f �11' o� I E%ISTING HP 12 x 53 STEEL PILES � v �� — -- --' — � � GROl1N0 LINE � � * rt, �, '� — � r EXCAVATE TO EL.645.50 w e ,.�, 4, 6, r 6, m � t° `=�+ � � m FOUNOATION 70 w `* `� �* " BE QETERMIME� EXISTING SLIBSTRi1CTLIRE �TYP.) fTYP,] EIVD BENT 1 !'-0"MIN. EARTN �ERM EL. 549.5k CLASS II RIP RAP I I � FILL FACE w EN� 6ENT 1 i � I� w.P. t i i � STA,12+70.75 -L- � I �I I � I+ 1 � ! � BEGIN APPROACH SI. STA.12+59.88 -L- 6EGIN FRONT SL� STA.12+53.84 -L- HYDROGRAPHIC RATA OESIGN UiSCHARGE .............= 4000 Flt$QIJENCY OF �ESIGN� F�00� . .. ... .... . . . = 25 YRS. QESIGN HIGH N'ATER ELEVA7IQN ... .. . . . . .. = 650.T pRAINAGE AREA . .................. . 27,fi SO.MI. 9ASE DISCHARGE f01007 .................. = 5600 CFS BASE HIGH WATER ELEVA720N .............. 652.61 OVER70PPING FLOOD �ATA OVERTOPPING DISCHARGE ..................= 5400 CFS FREQUENCY OF OYERTOPPING FLOOD ......... = 100- YqS. OVERTOPPING FLOOI3 ELEVATICN .,..........= 652.0 6RAN'N BY : v.c. �ruvivi�vu OATE � U�/!b cHEc�cEo ar ,�•E. ATKINSON oArE , 06/16 OESIGN ENCINEER OF RECORp � pp7E � '�0"�IN. EARTH EL. 545.29 BENT 1 g��T Z SECTION ALONG -L-- ISEG7i0N TAKEN AT RIGIiT ANG�ES TO ENQ BEN75 ANa BEN751 N � N Y W W � � U w Y G � '� BRIDGE ID STA.13+22.00 -L- BENT 1 CONTRUL LTNE� I �CON7ROL LZNE � � I � I n � � � II � 4 � � II � ti� � �� il i�+oo �� 1 F, � II �� :II ; II i fi � , ii wP� I ii 0 z � i0 �' i 4 5, � ' � 90'-00'-00' ' ' • ^ � � (TYP.1 � �� STA. 13+42.46 -L- � � I O1 a �" J � � �i �� w.P. z � I STA.13+01.94 -L- y � ci � � � � � � Z m � a EXISTING - j SUBSTRUC7URE ITYP.) I � r 20'-O�a" 20'-0�:^ �1'- 2�/a" 40'-1 %z" SPAIV d SPAN B TOTAL LENGTH OF BAIDGE _ cw.P. � Tfl W.P. 4) PLAN SPILES NOT SHOWH FOR CL 5PAN 14+00 FILL FACE d �Np BENT 57A,13+73.25 -L- GRAOE PDINP EL.652.33 NOT�S ASSUMED LIVE LOAp = iiL-93 OR ALTERNATE �pADING. THIS BRibGE HAS BEEN DESIGN�D IN ACCOADANCE WITH THE REOEJIREMENTS OF 7HE AASHTO LRFO HRIDGE OESICN SPECIFICATIO�FS. 7HI5 BRIDCE IS �OCATE� IN SEISMIC ZONE 1. BEGIM FRpN7 SLOPE �57A.13*80.24 -�- y G3tdD� AUINT EL.652.35 ' FIX, —�-- ------------------- +r +n � � � o �; � � HP 12 x 53 STEEL PILES CLA55 II RIP RAP SLOPE 1%2 • 1 �TYP.BDTH EN� BENT51 EXCAVATE Td EL.645.50 �ND BEN7 2 ! CLASS II RIP RAP FILL FACE Q EMD BENT 2 W.P. 4 � STA.1�+73.25 -L- � � 9EGIN FaOMT SLOPE � STA.l3+80.29 -L- I I 14f40 I 1 � EN� dPPROACk SLAB i STA.13+84.13 -L- r i IIN. EARTH EL. 645.59 -L- c5R l$36l Tp NC 275 �� DO NUT USE F4R GONSTRUCTION, DDCIIMENT NOT CpHSIDEREO FINAL UNLE$8 ALL SIGNpTURES COIIIIpLETED �MI ENGINEERING �� 7011 SCHALIB �RNE,SUITE 100 RALEIGH, NC 27606 {9t s� s5��sos �� FiRM PE NUMSER ; P-0671 I HEHEBY CERYIFY THESE PL ARE THE AS-BUILT PLANS PROJECT N4. 17BP.12.R.fi0 GASTON Coun�Tr STATION: 13+22.OQ -L- SHEEi 1 OF 2 aarnrr sin e-.� STAfE OF IOH7x CqRpLINti OEPA127MENT Op TRANSPORTQTION A4EICH PREL�MINARY GENERAL DRAWING �OR $RIDG� ON 5R 1836 OVER HOYLE CREEK BETWEEN 5R 1837 & NC 275 DATF: N4. + + P C �0 A v n Nam� ^� a m�;,�