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Home My WebLink About20201578 Ver 1_Permit Plans_20210129 C N. SHEET TOTAL See Sheet 1A For Index of Streets STATE STATE PROJECT REFERENCE NO. SNOT SHEETS op STATE OF NO I C TH CA II OLINA �7 17BP.14.R.208 p p p d O11131� ) Try 131 1132, AV oCo / DP.14.R.2Ov N 1114 �28 1133 DIVISION �F HIGHWAYS ATEFROJ.Ho. F.A.FRo.No. oE�RFTON O \ 17BP.14.R.208 _ N/A PE 1133 17BP.14.R.208 N/A UTIL & RAW ee� -- �� 17BP.14.R.208 N/A CONST. G 1114 `__ 1 `, gWA1NCOUNTY TL , MACON . COUNTY �I04 MACON COUNTY e�,e � � s� 'St ��0 28 e 1363 t �e PROJECT 1473 �;. ,k 1455 M 369 LOCATION ,��,. �`i ,3,0'1362 LOCATION: BRIDGE #550180 OVER SUGAR COVE CREEK ,r`1C _ — —P 1367 �� — — 1 69III\ ,� - ON SR 1369 (TELLICO RE)) ` ,,,/\-° Creek"`.'r�� 1369 1369 m •0�--ce �:0—reilico--.r. ,_ 1372 1370��'. D i• 1 A. 1366 rep ( 4 1372 Z TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE • ci��eeliall teew !,1368 1371 G ti C.) /� 1459 J 1445 p Q 1372 Z W 1 \ 1474 LI o O VICINITY MAP ,,i4 11114 o� I G f)-)�'I ' X' To ee ' -''' END PROJECT �G 5 17BP.14.R.208 ' -L- STA. 14 + 90.00 - ---_SR 136 9 \ `, 4<- BEGIN PROJECT '-' 17BP.14. R.208 04`<,,,6 ' ii ,�� END BRIDGE -L- STA. 11 + 80.00 0 � o -L- STA. 13 + 46.30 BEGIN BRIDGE o`er;%;' END CONSTRUCTION -L- STA. 12 + 93 .70 O %�' 17BP.14.R.208 / / 12, -Y- STA. 11 + 2 0.00 CD DOCUMENT NOT CONSIDERED FINAL ap 0UNLESS ALL SIGNATURES COMPLETED u-) u-) Eisol E , aJJl��n, HYDRAULICS o V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH NCDOT CONTACT: ADAM DOCKERY ...... A O7�,,, ENGINEER PLANS PREPARED BY: PLANS PREPARED FOR: �:,?;•'FESS/p'••9%, ADT 2016 = 90 :'�° N9' H 50 25 0 50 100 'S TGS ENGINEERS NORTH CAROLINA DEPARTMENT j C SEAL '' �IORP O T = 6 % * 804-C N.LAFAYETTE ST OF TRANSPORATION O3H697 `(i �� Q �' 1111 LENGTH ROADWAY PROJECT 17BP.14.R.208 #550180 =0.049 sHELBv.Nc zB 1so �, PH (704)476-0003 DIVISION 14 •.F• Q:• Q *0 PLANS V = 25 MPH LENGTH STRUCTURE PROJECT 17BP.14.R.208 #550180 =0.010 Ir�CORP.LICENSE NO.f C-0275 345 Tool- Hollow RC '4 0'••:�G IN%F;+' * TTST =3% DUAL =3% Bryson Cil-y,NC 28713 �''4gh0'B.,' ,,s- P.E. c TOTAL LENGTH PROJECT 17BP.14.R.208 #550180 =0.059 ,JIIIJJJJ` SIGNATURE: T 50 25 0 50 100 RIGHT OF WAY DATE: � � `1 111 i FEB. 8 2019 JIMMY L.TERRY, PE ;. H CARO?,, ROADWAY DESIGN a FUNC CLASS = I PROJECT ENGINEER ,:��;•FEs57• Nr'% ENGINEER '9 PROFILE (HORIZONTAL) LOCAL — RURAL ` a'°SEALN';' 2 ��• p�p��Q69' 6i~ O 10 5 0 10 20 LETTING DATE: CLINTON PRUETT, El = oo, 35018 I If N ' SUB—REGIONAL TIER PROJECT DESIGN ENGINEER z �,:rgINe�?� s a; PROFILE (VERTICAL) '�,,Mv•�' ,.. P.E. .. f J` JL �� 2018 STANDARD SPECIFICATIONS ,UINIu"` SIGNATURE: Jt inX= 6 PROJECT REFERENCE NO. SHEET NO. 0 17BP✓4R208 IA ROADWAY DESIGN ENGINEER :? 9t SEAL �: 35018 •••F'�GI NO�VyA' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INDEX OF SHEETS GENERAL NOTES STANDARD DRAWINGS SHEET NUMBER SHEET GENERAL NOTES: 2018 SPECIFICATIONS EFFECTIVE: 01-16-2018 EFF. 01-16-2018 REVISED: REV. 1 TITLE SHEET 2018 ROADWAY ENGLISH STANDARD DRAWINGS GRADE LINE: 1A INDEX OF SHEETS,GENERAL NOTES,AND STANDARD DRAWINGS The following Roadway Standards as appear in"Roadway Standard Drawings" GRADING AND SURFACING: Highway Design Branch -N. C. Department of Transportation - Raleigh, N. C., 1B CONVENTIONAL SYMBOLS Dated January,2018 are applicable to this project and by reference hereby THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED are considered a part of these plans: SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE RW-01 THRU RW-_ SURVEY CONTROL, ALIGNMENT CONTROL, RIGHT OF WAY ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE STD.NO. TITLE CONTROL AND PROPERTY TIES ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. DIVISION 2- EARTHWORK 2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS CLEARING: 200.02 Method of Clearing-Method II 2C-1 SPECIAL DETAIL-W BEAM RAIL SECTION CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY 225.02 Guide for Grading Subgrade-Secondary and Local METHOD II. 225.04 Method of Obtaining Superelevation-Two Lane Pavement 2C-2 SPECIAL DETAIL-TYPE III STRUCTURE ANCHOR UNITS SUPERELEVATION: DIVISION 3- PIPE CULVERTS 2C-3 SPECIAL DETAIL-AT-1 END UNIT ASSEMBLY ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH 300.01 Method of Pipe Installation STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. 2C-4 SPECIAL DETAIL-TYPE III SHOP CURVED STRUCTURE ANCHOR UNIT SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL DIVISION 4-MAJOR STRUCTURES SECTIONS. 2C-5 SPECIAL DETAIL-TYPE B-83 SHOP CURVED ANCHOR UNIT 422.02 Bridge Approach Fills-Type II Modified Approach Fill SHOULDER CONSTRUCTION: 2G 1 STANDARD TEMPORARY SHORING DETAIL DIVISION 5-SUBGRADE, BASES AND SHOULDERS ASPHALT, EARTH,AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 560.01 Method of Shoulder Construction - High Side of Superelevated Curve- Method I 3B-1 EARTHWORK, PAVEMENT REMOVAL,AND GUARDRAIL SUMMARIES& LIST OF PIPES, ENDWALLS, ETC(FOR PIPES 481N&UNDER) SIDE ROADS: DIVISION 8-INCIDENTALS 3G-1 SUMMARY OF SUBSURFACE DRAINAGE,AND SUMMARY THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE 815.02 Subsurface Drain OF AGGREGATE SUBGRADE/STABILIZATION SUITABLE CONNECTIONS WITH ALL ROADS,STREETS,AND DRIVES ENTERING THIS PROJECT. 840.00 Concrete Base Pad for Drainage Structures THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS 840.25 Anchorage for Frames- Brick or Concrete or Precast INVOLVED. 840.29 Frames and Narrow Slot Flat Grates 4 PLAN AND PROFILE SHEET 840.35 Traffic Bearing Grated Drop Inlet-for Cast Iron Double Frame and Grates SUBSURFACE DRAINS: 840.46 Traffic Bearing Precast Drainage Structure TMP-1 THRU TMP-5 TRANSPORTATION MANAGEMENT PLANS 840.66 Drainage Structure Steps SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT 846.01 Concrete Curb,Gutter and Curb&Gutter PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS LOCATIONS DIRECTED BY THE ENGINEER. 846.04 Drop Inlet Installation in Shoulder Berm Gutter 862.01 Guardrail Placement EC-1 THRU EC-5 EROSION CONTROL PLANS GUARDRAIL: 862.02 Guardrail Installation(Special Detail for Sheet 6 of 8) 862.03 Structure Anchor Units THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING (Special Detail for Type III Anchor Units Sheets 1 of 7 and 2 of 7) RF-1 REFORESTATION DETAIL SHEET CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT 862.04 Anchoring End of Guardrail-B-77 and B-83 Anchor Units WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. 876.02 Guide for Rip Rap at Pipe Outlets X-1A CROSS-SECTION SUMMARY SHEET 876.04 Drainage Ditches with Class'B'Rip Rap X-1 THRU X-3 CROSS-SECTIONS TEMPORARY SHORING: cc SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS m S-1 THRU S-32 STRUCTURE PLANS WILL BE PAID FOR AT THE CONTRACT PRICE FOR"TEMPORARY SHORING". C END BENTS: 0 a THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS,AND CROSS- SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION ro APPROACHING A BRIDGE. cc RIGHT-OF-WAY MARKERS: C C ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. 0 I r m N O >C O � E �P N \x0 PROJECT REFERENCE NO. SHEET NO. STATE OF NORTH CAROLINA, DIVISION OFHIGHWAYS �BP.l4.R.208 CONVENTIONAL PLAN SHEET SYMBOLS BOUNDARIES AND PROPERTY Note:Not to Scale *S.U.E. = Subsurface Utility Engineering WATER: RAILROADS: State Line Water Manhole Standard Gauge I I I I I I I I Hedge County Line SSA'PRANSPORTATJON Water Meter o RR Signal Milepost � MaePor 35 Woods Line Township Line Water Valve 0 Switch I I Orchard O O O O City Line SWITCH Water Hydrant RR Abandoned Vineyard \oleyard Reservation Line U/G Water Line LOS B (S.U.E*) RR Dismantled EXISTING STRUCTURES: Property Line U/G Water Line LOS C (S.U.E*) -- Existing Iron Pin a MAJOR: U/G Water Line LOS D (S.U.E*) RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert I CONC I Computed Property Corner x Above Ground Water Line ❑ E" Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall- ) CONC WW ( TV: Property Monument — Parcel/Sequence Number IS Primary Horiz Control Point ,) MINOR: Existing Fence Line x x x- Exist Horiz and Vert Control Point • Head and End Wall / CONIC HW \ TV Pedestal Proposed Woven Wire Fence o Exist Permanent Easment Pin and Cap 0 Pipe Culvert TV Tower New Permanent Easement Pin and Cap •O Footbridge > < U/G TV Cable Hand Hole Proposed Chain Link Fence 0 U/G TV Cable LOS B (S.U.E.*) Proposed Barbed Wire Fence Vertical Benchmark I Drainage Box: Catch Basin, DI or JB EH p U/G TV Cable LOS C (S.U.E.*) - Existing Wetland Boundary E.____ Existing Right of Way Marker A Paved Ditch Gutter U/G TV Cable LOS D (S.U.E.*) Proposed Wetland Boundary —E E. Existing Right of Way Line - Storm Sewer Manhole C> of New RightWayLine U/G Fiber Optic Cable LOS B (S.U.E.*) Existing Endangered Animal Boundary EAa O Storm Sewer U/G Fiber Optic Cable LOS C (S.U.E.*) Existing Endangered Plant Boundary CH New Right of Way Line with Pin and Cap Ry A UTILITIES.' U/G Fiber Optic Cable LOS D (S.U.E.*) TV Fo Existing Historic Property Boundary e New Right of Way Line with ,, p POWER: Concrete or Granite R'W Marker — W y GAS: Known Contamination Area: Soil s s Existing Power Pole New Control of Access Line with Gas Valve 0 Potential Contamination Area: Soil k-s-rk-s- @ ® Proposed Power Pole ll Concrete C/A Marker p U Known Contamination Area: Water -2,—w-2—w— Gas Meter ExistingControl of Access Existing Joint Use Pole a, U/G Gas Line LOS B (S.U.E.*) Potential Contamination Area: Water M-w-m-w Pro osed Joint Use Pole New Control of Access ® p U/G Gas Line LOS C (S.U.E.*) - - Contaminated Site: Known or Potential Power Manhole Existing Easement Line E U/G Gas Line LOS D (S.U.E.*) BUILDINGS AND OTHER CULTURE: New Temporary Construction Easement E Power Line Tower Above Ground Gas Line A/c Gas Gas Pump Vent or U/G Tank Cap O Power Transformer H New Temporary Drainage Easement TDE Sign 0 s New Permanent Drainage Easement PDE U/G Power Cable Hand Hole El SANITARY SEWER: Well ° H-Frame Pole 11-111 Sanitary Sewer Manhole OO New Permanent Drainage /Utility Easement DUE * o Sanitary Sewer Cleanout Small Mine CI New Permanent Utility Easement PUE U/G Power Line LOS B (S.U.E.*) Foundation I I U/G Power Line LOS C (S.U.E.*) --.-- U/G Sanitary Sewer Line SS New Temporary Utility Easement TUE Area Outline I I U/G Power Line LOS D (S.U.E.*) P Above Ground Sanitary Sewer ATc sa ,a Y Sewer New Aerial Utility Easement AUE Cemetery I I I SS Forced Main Line LOS B (S.U.E.*) EFS TELEPHONE:Building P 7 ROADS AND RELATED FEATURES: SS Forced Main Line LOS C (S.U.E.*) -—FsS—- School Existing Telephone Pole SS Forced Main Line LOS D (S.U.E.*) FSS I I Existing Edge of Pavement Proposed Telephone Pole -0- Church rr7 Existing Curb ----- MISCELLANEOUS: Telephone Manhole Dam Proposed Slope Stakes Cut Utility Pole • HYDROLOGY. F Telephone Pedestal 0 Proposed Slope Stakes Fill Utility Pole with Base 1-1 Stream or Body of Water Telephone Cell Tower Proposed Curb Ramp cR UtilityLocated Object Hydro, Pool or Reservoir — - 7 U/G Telephone Cable Hand Hole Ed Existing Metal Guardrail T T TUtility Traffic Signal Box Jurisdictional Stream U/G Telephone Cable LOS B (S.U.E.*) �s Proposed Guardrail T T T T Utility Unknown U/G Line LOS B (S.U.E.*) - Buffer Zone 1 BZ 1 U/G Telephone Cable LOS C (S.U.E.*) --T—- Existing Cable Guiderail ° ° ° U/G Tank;Water, Gas, Oil Buffer Zone 2 BZ 2 U/G Telephone Cable LOS D (S.U.E.*) Proposed Cable Guiderail ° ° ° ° Underground Storage Tank,Approx. Loc. UST Flow Arrow < U/G Telephone Conduit LOS B (S.U.E.*) TC Equality Symbol Q A/G Tank;Water, Gas, Oil Disappearing Stream U/G Telephone Conduit LOS C (S.U.E.*) --TC-- Spring -..,_ Pavement Removal lV' � p Geoenvironmental Boring VEGETATION: U/G Telephone Conduit LOS D (S.U.E.*) if Wetland AL U/G Fiber Optics Cable LOS B (S.U.E.*) U/G Test Hole LOS A (S.U.E.*) Single Tree C? o Abandoned According to Utility Records AATUR Proposed Lateral,Tail, Head Ditch >> > > U/G Fiber Optics Cable LOS C (S.U.E.*) °- Single Shrub 0 a End of Information E.O.I. Sump U/G Fiber Optics Cable LOS D (S.U.E.*)False MACON COUNTY PROJECT REFERENCE NO. SHEET NO. BRIDGE #550180 I7BP.14.R.208 4 c0 .c R'W SHEET NO. -L- CURVE DATA h�,,•- -Y- CURVE DATA ROADWAY DESIGN HYDRAULICS BEGIN APPROACH SLAB ,-T..',,m,-T..',, ENGINEER ENGINEER PI Sto /2+42.3/ PI Sta 13+80.74 PI Sta 10+18.62 PI Sta /0+73.49 ^""F.' -L-STA.12+83.00 VAR.2'-2" PROP. r , o`tH CARp��., 0 = /2/0 25.4'(LT) 0 = 35 06'362'(LT) A = /9'12'38.0'(RT) A = /0'27'31.4"(LT) Q 1'-3„ TO 2'_3" SBG O2 �: 'gs . '% �.`2° FE55%'+ )r''�. TYPE-In TYPE-III SC i� D = 14'19'262' D = 57'17'44.8" D = 52 05'/3 5' D = l4/9 262" o0 -REL CATE DION SENA RELOCATE `RSEAL��`,' SEAL O L = 8499 L = 6I28 FEN E DB H-33 PG 1350 FENCE L = 36.88' L = 73.02' if�y � BY OWNER PROP. -��1�310' ��L1j/ T = 4265' r = 3/64 (BY OWNER) S� ( ) T = I862 T = 366/' \i:\--'-c) 4 35018 j i 038697FDPS / a / 0 R = 400A0' R = 100.00 R = 110.00' R = 400.00 ` `•..F v+ F Q,t' ///�� 10' '�� _ _ +3. 0' END BRIDGE s000 ••NG E% '�GINE% ____ ° PROP. SE OA3 SE OA3 aa.00' -., I N �1,J♦ .,09•..• p�1� TYPE-III FDPS DS = 20 MPH DS = 15 MPH , -L- STA 13+46.30 95.00 'i „�„„ ` ''::°B. ' 1'-3" B-83•C ry, _ EX.RAN VAR.2'-3" END APPROACH SLAB N, 2LASS B RI RAP ` iii.1TO 2'-4" -L- STA.13+57.00 01 -L- PT /2+8464 i Z DOCUMENT NOT CONSIDERED FINAL BRIDANS SEE DWAY RELATIONSHIP SKETCH BEGIN FDPS -L- PC /3+49J/ ,,; ,! a�-L-IN t2+zz.zz 4 �• �oUNLESS ALL SIGNATURES COMPLETED IFOR STRUCTURE PLANS,SEE SHEET S-1 THRU S-321 JAMES CLINTON RAMSEY a �..�� DB I-25 PG 517 -L- PC 1/+99.65 I END IN-L-STA.13+83.86 ,,\ y�~"PIS PP�� BL-3 804-C N. LAFAYETTE ST / TGS ENGINEERS EX.RMI + < "'I ( r- -PROP.16' ` �\ ��4�p0Eo s- SHE(704)4 28150 L�� P� p� ,� PH (704)476-0003 30.00� + ,< 30.00' ASPHALT ! .�>� is '0 ,apt Pi CORP. LICENSE NO.: C-0275 _.- BEGIN PROJECT 50.00' DRIVE �1\��,.- yd : ,,- -L- POT 16t2935 �� +0.00 `ate /yv 'c l�p I, 17BP.14.R.208 �`\ ao.00' +a•„ +10.39 `� �^'e 4 �p�� L STA 11+80.00 8'CMP + : • N 30.00' 30.00' eNr j�� co 30.00� �'�f�94 E� To BL-I RETAIN & Q� \ ,� *k. ^j- r r 40� �-/3/0 CLEAN OUT \ \ E!. ♦.w.,.r ♦ EX.RW A, t R Y . MaI,4�„o R, -.- \\\ C� , � s !I E 1 `�.i END PROJECT -L- POT /0+00.00 '•�IIi1•(�,._ " z cMP 1 �. POE �I�i� I�E � �►�' Nj „ , r" ��ye 17BP.14.R.208 i 0M4, r, 41, •� N ��., ,";.:.,..,44' ______..- . ,11A441)1:r ►�_��r��'' � + �0v'` . ,5,�. -L STA 14+90.00 %/// <� �� BM D/r l�L)4' � \1 30.00� 30.00� / 1 EX.RAN 1� 1L4�I�I! /O/[.:YZ A V� � . /ORS-L-STA. FDPS "�-�� V 2 /1tl/ -L-STA.,2+0888 ' �] >�tc'+++++ ',A.., L /// 30.0•• 'f . C'�f w:-'w �.-g r uC` �I t4 ,f -L- PT /4+10.39 ro" # 4 �ss��b� `"' +,r,r DION SENA spPnc, / * �; �. RAIN az.00' DB H-33 PG 1350 O DR NOT DISTURB -TANH . ��A ,"r b wo36• -L- POC 13+75.00 O� SEPTIC FIELD AND 30,p6• 40.00' ,t' �!'•' DRAIN LINES 25Fo I �' 0.00 Q. '�P7�.'�-A 30...' -Y- POC IO+OOAO JAMES CLINTON RAMSEY +:a.a o .� 3610' DB I-25 PG 5IT 3o.00r '4000- 5 �,, -Y- PRC 10+36.88 DETAIL A BEGIN BRIDGE ;✓,8 < '30.00' S. ,••. Z TOE PROTECTION -L- STA 12+93.70Illt ,M e C ... ''*. 30.00' �3 O INor ro s<al•1 ,<F '`' 30.00� IT/I� N SHOP CURVE N TOE PROTECTION 1 4"c7 ... \' • STRUCTURE CLASS II SAITEM P) .I CUT SLOPE BACK AT 1.5(H):1M / V,, e\ '" (STRUCTURES ) d & LINE W/CLASS II RIPRAP I CT &;I i. 9,9\.EX.RWV d=1 Fr. (24"THICK,KEYED-IN) ',, CID F END FDPS T=e H Geotextde END CONSTRUCTION ' x MAILBOX MTL 15'°MP a3 - -Y-STA.10+62.86 Type olUner= to T°es,Cleu B Rip-Rap i �'I DION SENA ` _ ^+TL' ' �' O `\\\\\' HISTORIC SITE 31MA779 ceer0 rT 20 sv m,v:r B H-33 PG 135. °, �,'/ \"/�\ 17BP.14.R.208 WOODS ,, WOODS r oe WOODS CLEAN R.SENA \ -Y- PT 11+09.90 • L STA.12+50 TO STA.12+70 RT f -Y- STA 11+2 0.00 i DB -31 PG 1694 -L- _y- 2,340 2,340 2,340 P1= 1 r- LX) RI= /2 g S RI= /3+62DO RI= 14+42.00 _ ,,.II__ �_•_�, PI= 10+25.00 10+88.00 2,330 _ ,I = "r • , .= - • 2,330 VC 229799' 23Qy 2,330 . A. 1_ = 25' 50 OS = 45 M N US = ." MI-'N DS = 4 MPH US = • MHH K = / K = 32 OS _ MPH OS - 35 MPH 2,320 - : -• lells.�.s.r'_`-" 2 320 2,320 c RE.. BEGIN END GRADE ' o LOW KE. 1 STA.IQW/ 9 - -Y- 1rrid+2(DO Q BEG GRADE - u `` ELEV� 42,KYfiT t LEV.2.304 6/ 2,310 - :....1■J-- ...'.1.�T, 11=. 2,310 �- 2,310 m ELEV.2,30127 , ''• ' ,�.1 i BRIDGE HYDRAULIC DATA oJ.� 2 . Ey• "� ,�O/ �5/ 2,300 - '7 "T= �', 2,300 (+�' (+)5-7 2,300 -DESIGN DISCHARGE = 950 CFS ■■IIZII1C<�iii !__ __,��, 03. .071.11 DESIGN FREQUENCY = 25 YRS 1, �� m 'n _i___i_ -DESIGN HW ELEVATION = 2297.4 FT �11'i?M0i \..._ 2 290 BASE DISCHARGEfiiiiiimmin '�'_ 1400 CFS rr '��'�'�- 2 290 �' •••• 2,290 'm BASE FREQUENCY = /00 YRS �i_Jlll kWiMI 'nlr llllll■ 'r>e,rs �Q.Tw�c� °' -BASE HW ELEVATION = 2298.5 FT 1Maii_ a e . R. • Wr_Asa n it,RA (nP.) Lo OVERTOPPING DISCHARGE= 1800++= ..W. ktk .ON DATE NA i.,YI..: lF..:il 2,280 -OVERTOPPING FREQUENCY= 500++ YRS �•^' � "'' " 2,280 2,280 , & L)WE YHHtASt X RIPRAP , OVERTOPPING ELEVATION = 2298.9 FT== (24 HICF rRYIINM - =OVERTOPPING EXCEEDS 500 YR 10 11 12 - FLOOD EVENT. -( 0 ==OVERTOPPING ELEVATION REPRESENTS - LOWEST HIGH POINT ON DECK/ROADWAY WHICH OCCURS AT -L- STA/3+48 DATE OF SITE VISIT = 3/7/20/8 E F -APPROX.WS.ELEVATION o> -ON DATE OF SITE VISIT= 2290.4 FT N IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII V T 11 12 13 14 15 L„ �, BENCH MARK 412 10" SPIKE SET IN BASE OF 24" DOUBLE ASH TREE 12.0' LT. OF STA. 12+59-L- ELEV. = 2297.94' \ \ \ STA.13+20.00-L- '\ BRIDGE I.D.STA. wi. . 6 \ oG HISTORIC �O"G 4 n SITE 1 WOODS - cn • WOODS RIP % ',P. d- li (ROADWAY MTL SGO r, _ CLASS II PAY ITEM) ,'' .�F,, ` s_TO SR 1--- - ---_ L SHED l L RIP RAP . MOW11�11��► __�_: • ''S�� -, MAILBOXis - / • I'1WHH �� "U, 484 i G ►-' _.J L %TWA - Ok► j \i,c- /4, N ii�� ;' 01" PT 14+10.39 L a ; �. ifirr if �� 4� \�iv / /// � �/ POC 13+75.00 L 2 Itv/Itfif,,e'Ian.- 0r��isr� Yr �� \N\S\ 1 Air APH-100- ly��O1111�1EXISTINGI�' ,,. �;//1e -Y- • STRUCTURE WOODS /.. -- \ // 120°00'00"; PROPOSED SEPTIC / �� (TYPI ' ' ) TANK / �� • / . ,. (ROADWAY GUARDRAIL PAYY ITEM . ....I / . & DETAIL) / 2SFD / WOODS / h� / _- WOODS ,' `\\��// • i i FOR UTILITY INFORMATION SEE UTILITY / / PLANS AND SPECIAL PROVISIONS. LOCATION SKETCH NOTES ASSUMED LIVE LOAD . HL-93 OR ALTERNATE LOADING. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18 - EVALUATING SCOUR AT BRIDGES." FOR OTHER DESIGN DATA AND GENERAL NOTES. SEE SHEET S-32. FOR GROUT FOR STRUCTURES.SEE SPECIAL PROVISIONS. FOR EROSION CONTROL MEASURES. SEE EROSION CONTROL PLANS. THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1. THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. FOR FALSEWORK AND FORMWORK.SEE SPECIAL PROVISIONS. AFTER SERVING AS A TEMPORARY STRUCTURE,THE EXISTING SINGLE SPAN BRIDGE FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS. (1 (Z 25'-6'1 CONSISTING OF A TIMBER FLOOR WITH 1"ASPHALT WEARING SURFACE ON STEEL I-BEAMS AND A SUBSTRUCTURE CONSISTING OF TIMBER CAPS/TIMBER POST FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. AND SILL ABUTMENTS AND LOCATED AT THE SITE OF THE PROPOSED BRIDGE SHALL BE IMREMOVED. TTHE HEEXISTING TINGIBRIDGE TIS PRIS PRESENTLY YTPOITEDT BELOW ISTHE LOAD LIMITLEGAL LOAD TEMPORARY SHORING WILL BE REQUIRED IN THE AREAS INDICATED IN THE PROJECT NO. 17BP.14.R.208 PLAN VIEW. FOR LIMITS OF TEMPORARY SHORING.SEE TRAFFIC CONTROL BE REDUCED AS FOUND NECESSARY DURING THE LIFE OF THE PROJECT. PLANS. FOR PAY ITEM FOR TEMPORARY SHORING.SEE ROADWAY PLANS. M A C O N COUNTY REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL H- DEBRIS TO FALL INTO WATER, THE CONTRACTOR SHALL REMOVE THE BRIDGE CONTAINS LEAD,THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF 13+2 O.O O-L- AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.ANY COSTS RESULTING FROM COMPLIANCE WITH STATION: THE STANDARD SPECIFICATIONS. APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF THE MATERIAL SHOWN IN THE CROSS HATCHED AREA SHALL BE EXCAVATED FOR MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE SHEET 3 OF 4 A DISTANCE OF 15'(LT.)AND 30'(RT.)OF -L- AT END BENT 1 AND 30'(LT.)AND FOR 'REMOVAL OF EXISTING STRUCTURE AT STATION 15+20.00 L ." 30'(RT.)OF -L- AT END BENT 2. AS DIRECTED BY THE ENGINEER. THIS WORK STATE OF NORTH CAROLINA WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED FOR ASBESTOS ASSESMENT FOR BRIDGE DEMOLITION AND RENOVATION ,....,.,,, DEPARTMENT OF TRANSPORTATION STRUCTURE EXCAVATION, SEE SECTION 412 OF THE SPECIAL PROVISIONS. ACTIVITIES.SEE SPECIAL PROVISIONS. �N CAROB°'•., RALEIGH ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITIES �.`��PgESSIONat�9%,, THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM ON ROADWAY PLANS. - GENERAL DRAWING THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR SEAL THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE NO CLAIM E 20125 '- WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR 4.. (F FOR BRIDGE ON SR 1369 ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING �'a54 �cmE a'- BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT �,,,;�L cA,-;•' OVER SUGAR COVE CREEK THE PROJECT SITE. �""'"� BETWEEN SR 1310 AND NC 28 DOCUMENT NOT CONSIDERED FINAL _ UNLESS ALL SIGNATURES COMPLETED REVISIONS _ SHEET NO. • 1W TGS ENGINEERS NO. BY, DATE: NO. BY: DATE: S-3 DRAWN BY : NMW DATE : 10/18 N.. 804-C N. LAFAYETTE ST C MGC DATE SHELBY, NC 28150 1 3 SHEETS RECKED BY 3/19 PH 704)476-0003 DESIGN ENGINEER OF RECORD :MGC DATE : 3/19 CORP. LIeENSE NO.: C-0275 24 32