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Home My WebLink About20181716 Ver 1_B-174 Permit Plans_20181218N � � � 0 N � C1` � � � W O � N N O � A � V � � O U � J `\O Gp /s,�FRH i�,9yF�TR O BEGIN PROJECT 14SP.20441.2 -Ir STA.70+45.00 �°][°�°l[°]E �]F 1��lEg°][°1H[ �C�][$�1L,��T� ��V�� ]F ]�[��Gl�[��Y� HAYWOOD COU11tTY LOCATION: BRIDGE 1VO.174 OVER BIG CREEK O1V SR 1332 (WATERVILLE ROAD) TYPE OF WORK GRADING, DRAINAGE, PAVIIVG A1VD STRUCTURE NA�� SRS 2007 ROCK ANCHOR RETAINING WALL END WALL 11+51.70= c P`�"� BEGIN WALL 10+18.00= -L- STA. 13 i 98.00 � -i- srn. tz+se.a� END BRIDGE / -L- STA.12+97.50 ��__ BEGIN BRIDGE - ' -L- STA.11+62.50 � �� _ . y STR UCTURES � �� o �ha'„ o ee. rr �-��t�as. Vaughr&Mellon o r�a*��iie. ConsulTing Engineers ecszrssseoo Mlddlasbo�o. Ashevllle, o Ka�r��ky ■ �oezerss�z,ss�� soar+aneurq, �oP, � ° �°�� a ar. P�" `AR°(�', �o ;?,oFEzsi'o�;9'. � = a SEAL ��_ '_ y�.P = = 201]1 ' ' o- 2�`` :s'�;`rociNE�-��y: ;,9�ay„ �,,w�� ,�O �,�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED /END PROJECT I4SP.2044L2 -U STA.14+40.00 , ; ,, P�a��,�„��"�� DESIGN DATA PROJECT LENGTH VAUGHN lH MELTON /318-F PAI'TON AVE. �� ADT 2012 = 440 asxeviaaa xc, zsaoc �� + LENGTH ROADWAY PROJECT 14SP.20441.2 = 0.049 ML FOR 7r+e NORrrr caRo�zma o7v757om oF nzcriwars Q� �`�� ADT 2025 = 600 '�� LENGTH STRUCTURE PROJECT 145P.20447.2 = 0.026 MI. ;� � ' T = b % � TOTAL LENGTH OF PROJECT 145P.20441.2 = 0.075 MI. HARDY WILLIS PE `� ° V= 15 MPH rn �acr e,uc.,uEaa p � " TTST = 3 DUAL = 3 LETTING DATE: a IUNE 25 2� 019 CHRISTOPHER CORDELL PE �'�"��, �@�� rxwa�cr oss�iu,u� a.�m.��ix �� 4I� d��Q FUNC CLASS = LOCAL RURAL SU&-REGIONAL TIER z ^ol �Alm A2��Z o m no m r m mz �\ L2 f-ILL fAC� �a END BENT N0.1 S'fA 11+62.50 -L- G.P. EL. 1.418.32 1'-6"TO LIMITS oF uNc�nsszFzeo � STRUCTIJRE EXCAVATION BEGIN FRONT SLOPE STA.11+q6.40 -L- G. P. EL. 1418.19 '_"_ __" _"- - r'I '_"_"_ ,, EXP ��I - �II I - �II I _ 15 II , TY�'� 10�9��DIA. II IIII ^ VERTICAL � MICROPILES (TYP.) E�D BENT N0,1 LOw CHORD EL. 1412.28 H.W. EL. 1415.9 ExCAVATE TO �(�100) � EL. 1403.83 �7 7 CLASS II �RIP RAP TEMPORARY I (TYP.) � SPAN A �aw cHORo EL. 1411.71 EXISTING � SUBSTRIJCTIJRE � EXCaVATE To ' I��' EL 1403.83 NWS �� I �EL. 1403.0' � � '_____'_"__' '_'_'+ '__'____' + I I �A I 3'-6"MIN. �BEGIN FRONT SLOPE STA.l3+�3.46 -L- G. P. EL. 1417.56 uNc�asszFEo sTaucruRe excnvalzoN END BENT N0.2 SECTION ALONG C/L SURVEY -L- SECTIONS AT END BENTS AFE AT RIGHT ANGLES. EARTH\M\ � ti EL.1406.35 � \� FILL FACE Cil� END BENT N0.1 \ I TO SR 139 1� f � � EXTEND[�� TANGENT e� `9 FF �� BEGIN FRONT SLOPE STA.It+46.40 -L- NOTEs: END BENTS ARE PARALLEL. MICROPIl.ES NOT SHOWN IN PI.AN VIEW FOR CLARITY -TEMPORARY CLASS II �`� "-� SHORING (TYP.) RIP RAP (TYP.I � -L- N l0'1Y50.6"E �a� 45�-00'-00" Q„ � �� fTYP.) � � � ExisriNc \ SUBSTRUCTIJRE (TYP.) �%�\ . TEMPORARY �O \ �\ \ V`� cnusewar o00 \ �� oq .� � EARTH BERM \ \ FOy EL. L40635 �\ � �Z�9 � 6� -6 iss�-o^TOTa� �ENcrH oF eRzocE cFz�� FacE To Fz�� FacE� PLAN ALONG C/L SURVEY -L- '�po�-� STA 12+97.50 -L- � W.P. °2 END APPROACH SlAB STA 13+11.09 -L- BEGIN FRONT SLOPE STA.13+]3.46 -L- ro r-ao as°-oo,_aa„ � �FILL FACE ta EN� BENT N0.2 � A �\ EARTH BERM �� EL. 1405.79 '� �;;�� = °a SEAL �;?9 � � ��:FNc�NCEP �5;� o'; ,�,�.. � oocuMENr NOT coNszoeReo FINAL UNLESS ALL SIGNATURFS COMPLETED CLASS B MIN. ELEV. RIP RAP ��404' 0 0 ,�5`1��g ��o '1 00 � o o_�� o�o -- - ---------- ------ -------- - -------- ---- GEOTEXiILE CLASS II ftIP RAP TEMPORARY CAUSEWAY DETAIL PI = LI+50.00 PI = 13+30.00 EL = 1,41838' EL = 1,417.48' VC = 25' VC = 30' (+13.5723'/. � (-)05000'/. � [-)71203i VERTICAL GRADE DATA -L- PS STA.11+17.63 PI STA.13+92.97 � = 39° 56'09.4"(Li) 0 = 46° 15'L4.2`(LT) D= 44� 04'25.2" D= 44� 04'25.2" L = 90.6t' L = ]04.95' T = 47.23' T = 5552' R = t30.00' R = 130.00' HORIZONTAL CURVE DATA -L- I HEREBY CERTIFY THAT THESE PLANS ARE THE AS-BIJILT PLANS. ROCK ANCHOR RETAINING wALL (SEE PLANS) PROJECT N0. 14SP,20441,2 HAYWOOD CouNTv SrATION: 12+30000 -L- SHEET 1 OF 3 REPLACES BRIDGE NO.t74 �� EPARTMENT�OF�TRANSPORTATION YauglsbMellon p E�c� `°�°'psne�;,;e`� GENERAL DRAWING ' °'° ' ° FOR BRIDGE OVER =s�„sa,� ,a,=�,e<,a BIG CREEK ON SR 1332 (WATERVILLE RDJ BETWEEN 13+OG � � � - �---- �� 10%"DIA. BRACE MICROPILE � � V MICROPILE FN� aENT Nooi FOUNDATION NOTES BRI�GE STA.12+ � -L FOUNDATION LAYOUT DIMENSIONS LOCATING MICROPILES ARE TO CENTERLiNES. BRACE MICROPILES SHALL BE BATTERE� AT 3:12. FOR MICROPILES,SEE MICROPILES SPECIAL PROVISION DESIGN BON� LENGTH FOR MICROPILES AT END BENT N0.1 FOR A FACTORE� RESISTANCE OF 95 TONS PER PILE. USE REINFORCING CASINGS WITH YIELD STRENGTHS OF AT LEAST 50 KSI FOR MICROPILES AT END BENT N0.1. INSTALL REINFORCING CASINGS FOR MICROPILES AT END BENT N0.] TO A TIP ELEVATION NO HIGHER THAN 1,380 FT (LT), t.382 FT fRTIAND wITH A PENETRATION OF AT LEAST IO FT INTO ROCK. �ESIGN BOND LENGTH FOR MICROPILES AT ENO BENT N0.2 FOF A FACTORE� FESISTANCE OF 95 TONS PER PILE. USE REINFORCING CASINGS WITH YIELD STRENGTHS OF AT LEAST 50 KSI FOR MICROPILES AT END BENT N0.2. INSTALL REINFORCING CASINGS FOR MICROPILES AT END BENT N0.2 TO A TIP ELEVATION NO HIGHER THAN L,390 FT (LT), t.396 FT (RTIAND WITH A PENETRATION OF AT LEAST 10 FT INTO ROCK. MICROPILES AT EN� BENT NO.L & END BENT N0.2 ARE DESIGNED FOR A FACTOREO SHEAR LOAD OF 6 KIPS. END BENT NOo 2 va� .et��CnRo�� Yaugl�bMellon ;�.° oEESsi oy 9: om,�n �9 � �aa.a -a zo-rA7 r� � • aaneviiie a �. ."%;'';✓ciNEEP�: ; .00y,L :is�.na� �o��.o<ea KEY � _ ��3/a'"DIA. VERTICAL MICROPILES � 10�4�DIA. PROJECT N0. 14SP,20441,2 HAYWOOD CouNTv SrATION: 12+30000 -L- SHEET 2 OF 3 DOCl1MENT NOT CONSIDERED FINAL UNLESS ALL SIGNATl1RES COMPLETED BM�1 N 761788 E 784091 STAe 10+�9.17 -L- 22e8' (LT) ELEV.=1417.45' RAILROAD SPIKE IN 24" HEMLOCK �\ \ \ 1 \ � �\ e�c9�F-F �TO\ �\ n\ \ y C \� BM°L \g9 �4 2. � � `� C� +/ � / �y SRS 2007 9alz �� NA� WOO�S / RETAINING mDlm / f / WALL /ti // PROPOSED �`� / BRIOGE BRIDGE I.D. / STA.12+30.00 -L- \ L �''. {, �"�.e"""'"""""""'"""'"_..�_ ` �\ '��..;�.... / . / _— �, �.. �5°-00'-00" �� I------,,,� (TYPI � �1__ � . .___'___'_. �� _ , PROPOSED � EXISTING� GIJAR�RAIL SIRUCTURE (ROADWAY DETAIL .nr m\`\& PAY ITEMI � � —/ \.\ y ��.�_i.�` / � �, �� ,,, / � �� FOF 11TILITY INFORMATION.SEE UTILITY PLANS AND SPECIAL PFOVISIONS. LOCATION SKETCH HYDRAULIC DATA DESIGN DISCHARGE = 5300 CFS DESIGN FRE�UENCY = 25 YRS DESIGN HW ELEVATION = 1919.4 FT BASE DISCHARGE = 7000 CFS BASE FRE�UENCY = 100 YRS BASE HW ELEVATION = 1415.9 FT OVERTOPPING FLOOD DATA OVERTOPPING DISCHARGE = 9900 CFS OVERTOPPING FREQIIENCY = 500 YRS OVERTOPPING ELEVATION = 1416.6 FT DRAINAGE AREA = 36.2 S�. MI. GENERAL NOTESo ASSl1MED LIVE LOAD = HL-93 OR ALTERNAfE LOADING. THE MATERIAL SHOWN IN THE CROSS-HATCHE� AREA ON SHEET 5-1 SHALL BE EXCAVATED FOR A DISTANCE OF 25 FT.EACH SIDE OF THIS BRIDGE HAS BEEN DESIGNE� IN ACCOR�ANCE WITH THE CENTERLINE ROADwAY AS DIRECTED BY THE ENGINEER.THIS wORK WILL AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. BE PAID FOR AT THE CONTFACT LUMP Sl1M PRICE FOR UNCLASSIFIE� STRIJCTURE EXCAVATION.SEE SECTION 412 OF THE STANDARD THIS BRI�GE IS LOCATED IN SEISMIC ZONE 1. SPECIFICATIONS. FOR OTHER DESIGN DATA AND GENERAL NOTES.SEE STANDARD FOR LIMITS OF TEMPORARY SHORING FOR MAINTENANCE OF TRAFFIC.SEE SHEET SN. TRAFFIC CONTROL PLANS.FOR PAY ITEM FOR TEMPORARY SHORING FOF FOR SUBMITTAL OF WORKING DRAWINGS.SEE SPECIAL PROVISIONS. MAINTENANCE OF TRAFFIC,SEE ROA�WAY PLANS. FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS. AFTER SERVING AS TEMPORARY STRUCTURE.THE EXISTING STRUCTURE CONSISTING OF 2 SPANS: 1(J 59' AN� 1 Cil 56'-6", 17.25 FT. WI�E. FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. 116 FT.TIMBER �ECK ON STEEL GIR�ERS ON REINFORCE� CONCRETE END BENTS AND BENT,AND LOCATE� AT THE PROPOSED STRLICTLIRE, FOR GROl1T FOR STRUCTLIRES.SEE SPECIAL PROVISIONS. SHALL BE REMOVED.THE EXISTING BRIDGE IS PRESENTLY NOT POSTED FOR LOAD LIMIT.SHOULD THE STRUCTURAL INTEGRITY OF THE BRI�GE DETEFIORATE DUFING CONSTRl1CTI0N OF THE PROPOSE� THE CONTRACTOR SHALL USE A MINIMUM OF ONE TEMPORARY BRIDGE,A LOA� LIMIT MAY BE POSTED AN� MAY BE REDUCE� AS BENT FOR EACH STAGE FOR THE ERECTION OF STEEL PLATE GIRDERS. FOl1ND NECESSARY DIJRING THE LIFE OF THE PROJECT. SEE "GIRDER ERECTION DETAILS"SHEET. THE SUBSTRUCTl1RE OF THE EXISTINC BRIDGE INDICATED ON THE PLANS FOR TEMPORAFY BENT,SEE SPECIAL PROVISIONS.PAYMENT FOR IS FROM THE BEST INFOFMATION AVAILABLE.SINCE THIS INFORMATION THE TEMPORARY BENT SHALL BE INCLUDED IN THE Ll1MP SIJM IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR,THE PRICE BID FOR STRIJCTURAL STEEL CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL REMOVABLE FORMS MAY BE 115ED IN LIE F M TA TAY- -P U 0 E L S IN LACE COST INCURRED BASED ON DIFFERENCES BETwEEN THE EXISTING BRIDGE FOFMS IN ACCORDANCE WITH ARTICLE 420-3 OF THE STANDAR� Sl1BSTRUCTUFE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS SPECIFICATIONS. AT THE PROJECT SITE. NEEDLE BEAMS wILL NOT BE ALLOWE� IJNLESS OTHERWISE REMOVAL OF THE ExISTING BRIDGE SHALL BE PERFORMED 50 AS NOT TO CALLED FOR ON iHE PLANS OR APPROVED BY THE ENGINEER. ALLOw DEBRIS TO FALL INTO THE wATER.THE CONTRACTOR SHALL REMOVE THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION IN ACCOR�ANCE WITH ALL STRIJCTURAL STEEL SHALL BE AASHTO M270 GFADE 50W ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS. ANO PAINTED IN ACCORDANCE WITH SYSTEM 5 OR SYSTEM 6 OF THE STRIJCTURAL STEEL SHOP COATINGS PROGRAM AND SECTION THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WI1H " HEC 18- 442-8 OF THE STANDARD SPECIFICATIONS UNLESS OTHERWISE EVALUATING SCOUR AT BRIDGE." NOTED ON THE PLANS. FOR EROSION CONTROL MEASIJRES,SEE EROSION CONTftOL PLANS. INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRl1CTURAL STEEL CONTAINS LEA�.THE CONTRACTOR'S ATTENTION IS DIRECTED FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION TO ARTICLE 107-1 OF THE STANDARD SPECIFICATIONS.ANY COSTS ACTIVITIES,SEE SPECIAL PROVISIONS. RESULTING FROM COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF MATERIALS CONTAINING LEA� BASED PAINT SHALL BE INCWDE� IN THE BID PRICE FOR 'REMOVAL OF EXISTING STRUCTURE AT STATION L2+30.00 -L-." THE CLASS AA CONCRETE IN THE BRIDGE DECK SHALL CONTAIN FLY ASH OR GROUN� GRANULATE� BLAST FURNACE SLAG AT THE SUBSTITUTION RATE SPECIFIE� IN ARTICLE 1024-L AND IN ACCORDANCE WITH ARTICLES 1024-5 AN� 1024-6 OF THE STANDARD SPECIFICATIONS.NO PAYMENT WILL BE MA�E FOR THIS SUBSTITUTION AS IT IS CONSIDERED INCIDENTALTO THE COST OF THE REINFORCE� CONCRETE DECK SLAB. FOR CONSTRIJCTION,MAINTENANCE,AND REMOVAL OF TEMPORARY ACCESS, SEE SPECIAL PROVISIONS. AT THE CONTRACTOR'S OPTION,AND UPON REMOVAL OF THE CAUSEwAY, THE CLASS II RIP FAP USED IN THE CAl1SEWAY MAY BE PLACE� AS RIP RAP SLOPE PROTECTION.SEE SPECIAL PROVISIONS FOR CONSTRIJCTION, MAINTENANCE AND REMOVAL OF TEMPORARY ACCESS AT STATION 12+30.00 -L-. TOTAL BILL OF ATERIAL aPPrtox. CONST,MAINT, RFMOVAL OF UNCl.nSSTFIF,D �E.INFORC,fD GROOVING BRIDGE 2-BAR 1'-2"x 2'-6" RSP RnP FOAM & REMOVAL ASBESTOS CLASS A REINFORCING192,700 LBS. GEOTEXTILE ELASTOMERIC L0�"�IA. ExISTING STRUCTURE CONCRETE BRIUGE APPROACH METAL CONCRETE CLASS II JOINi OF TEMP. STFUCTURE ASSESSMENT EXCAVATION �ECK SLAB FLOORS CONCRETE SLABS STEEL STRl1CTl1RAL RAIL PAftAPET (2'-0'THICK) FOR DRAINAGE BEARINGS SEALS MICROPILES ACCESS STEEL LUMP SUM LUMP SUM Ll1MP SIJM LIJMP SUM S�. FT. S�. FT. CU. YDS. LUMP SUM LBS. IUMP SIJM LIN. FT. LIN. FT. TONS 50. YDS LUMP Sl1M LUMP SUM N0. LIN. FT. SIJPERSTRUCTURE LUMP SUM 3,863 3,809 LIJMP SIJM 246.67 279.10 END BENT 1 74.4 7.508 220 240 10 300 END BENT 2 665 6.181 210 235 9 155 TOTAL LUMP SUM Ll1MP SIJM LUMP SUM WMP Sl1M 3,863 3,809 ]40.9 WMP SIJM :3,689 LIJMP SIJM 246.67 279.10 430 475 LL`-MP SUM Ll1M? SUM ]9 455 OWN. BY: RWW DATE:03/l8 CHK0.8Y: HLW DATE:03/l8 OES. EGR. OF RECORO: CBC DATE: 03/L8 ;s oFtssio;,9=. = a sEA� �"= "= � ��"'�;�ciNEE��,�� 9Ha y „L oocuMeNr NOT coNsmeReo FZNn� uN�ess n�� SIGNATIJRES COMPLETED �� YauqY�&Mellon ° c��u�asn vinee PRo.1ECr No. 14SP,20441,2 HAYWOOD COUNTv STATION: 12+30000 -L- s*n�c or rvoArx cnr.o�rxa DEPARTMENT OF TRANSPORTATION GENERAL DRAWING FOR BRIDGE OVER BIG CREEK ON SR 1332 (WATERVILLE RDe)BETWEEN SR 1397 AND I-40 aevisiorvs sHee� NOTES e FOF BERM WIDTH DIMENSIONS.SEE GENEFAL DRAWING. FILL FACE Ca— END BENT NO.t � 9� �� \ \ EARTH BERM EL 1405.79 � \ \ BRI�GE I.D.�\ � S1A t2+30.00 -L- \ CLAS� RIP RAP (TYPJ � -L- N l0' lS SO.G E 45°-00'-00" (TYP.I EARTH BERM EL. 1406.35 PLAN c� END BENT 1 t'-7"MIN. BERM NORMAL TO CAP 1'-0"MIN. EARTH BERM _I � � NORMAL TO CAP � ti cEOTExTz�E � SECTION BERM RIP RAPPED GROUND LINE � o co � � v2 F� \�ERM \\ \ EL 1405.�9 PLAN C� END QFNT 2 ' 2a SEAL �;?9 � ' ��EEP;S; oocuMENr NOT coNszoeReo FINAL UNLESS ALL SIGNATURFS COMPLETED FILL FACE cil EN� BENT N0.2 FOCK ANCHOR RETAINING WALL (SEE PLANSI ESTIMATED QUANTITIES BRIDGE fil RIP RAP GEOTExTILE STA.L2+30.00 -L- CLASS II FOR DRAINAGE (2'-0" THICK) TONS SOIJARE YARDS END BENT 1 220 240 END BENT ? 2L0 235 PROJECT N0. 14SP,20441,2 HAYWOOD CouNTv STATION: 12+30000 —L— �� DEPARTMENT�OF�TRANSPORTATION Yaugl�bMellon p EIc� co�u�ASM1evllie fe • a=a , ° RIP RAP