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Home My WebLink About20210552 Ver 1_BR-0033 Permit Drawings 2021.05.10_20210916(Version 2.08; Released April 2018) 67033.1.1 TIP No.:BR-0033 County(ies):McDowell Page 1 of 1 TIP Number:Date: Phone:Phone: Email:Email: County(ies): CAMA County? No Design/Future:Year:2041 Existing:Year: Aquatic T&E Species?No Comments: No N/A No 67033.1.1 TIP No.:BR-0033 County(ies):Mcdowell Page of 1 Aquatic T&E Species?Comments: (If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative) Deck Drains Discharge Over Water Body? Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer? Impairments: Other Stream Classification: Wetlands within Project Limits? NRTR Stream ID: Primary Classification: NCDWR Surface Water Classification for Water Body Supplemental Classification: NCDWR Stream Index No.: Supplemental Classification: Rural; Farmland; Foothills Catawba 11-(8) 1.1 0.156 miles Project Description Proposed Project CatawbaRiver Basin(s): City/Town: 1.4 Typical Cross Section Description: Surrounding Land Use: No trpeterson@ncdot.gov Address: 4/30/2021 McdowellOld Fort Tierre Peterson, PE Raleigh NC 27610 WBS Element: Bridge ReplacementWBS Element: TGS Engineers (Rusty Lassiter)NCDOT Contact: 919-707-6488 Suite 200 Raleigh, NC 27603 Contractor / Designer: 919-773-8887 ext. 121 706 Hillsborough Street North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Project Type: 1000 Birch Ridge Drive Address: General Project Information BR-003367033.1.1 Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) Replace bridge #580084 on SR 1234 (Parker Padgett Rd) over I-40 in McDowell. The total project length is approximately 825 feet, with a variable existing right-of-way width at a minimum of 60 feet. Bridge #580084 is currently 233 feet long. The bridge was built in 1958 and is structually deficient. SR 1234 (Parker Padgett Rd) will provide two 12-foot travel lanes. The roadway will be designed as a Local Road using Regional Tier Guidelines with a 25 mph design speed. The bridge will be replaced in a new location using the existing bridge as an on-site detour. N/ABuffer Rules in Effect:N/A None 2410 Two 12 foot paved lanes with a 16 foot paved turn lane in the middle. Waterbody Information 2021 NCDWR Stream Index No.: NRTR Stream ID: Annual Avg Daily Traffic (veh/hr/day): Additional Waterbody Information Existing Site Project Length (lin. miles or feet): ac. Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Body ac. Two 11 foot paved lanes 3140 rlassiter@tgsengineers.com Buffer Rules in Effect: Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative) WBS Element: Surface Water Body (2): Greenlee Old Fort Main St. FCA FCA SouthernR ailw ay CatawbaRiver Catawba River Ri ver 70 70 .09 ID 105688 sr1111 & link id 105689 sr 1110R330 Gla des Cr eekCa ne Creek Cane Creek Curtis CreekCurtis Creek Mill C reek MacKay C re ekCr o o k e d Cr eekRIGHT OF WAY DATE: LETTING DATE: PROJECT ENGINEER NCDOT CONTACT PROJECT DESIGN ENGINEER = = = D T V = = = = = = % % MPH ADT ADT % * FUNC CLASS = 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) ENGINEER ROADWAY DESIGN09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 CONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA S PORTTIONTATEOFNRTCAR O LI NAENGINEER HYDRAULICS Prepared for NCDOT in the Office of: K 50 25 50 100 50 25 50 100 10 5 10 20 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED VICINITY MAP See Sheet 1B For Conventional Plan Sheet Symbols See Sheet 1A For Index of Sheets 5/10/2021X:\NCDOT\Consultants\ATCS\BR-0033\Hydraulics\PERMITS_Environmental\Drawings\BR0033_Rdy_tsh.dgnUser:rlassiterENGINEERING PLANNING SURVEYING ENVIRONMENTAL TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE TIM HAYES, PE 2021 2041 REGIONAL TIER 60 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD _. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARY. N/A P.E. NC LICENSE NO. P-0192 919-341-9418 http://www.atcsplc.com/ CARY, NORTH CAROLINA 27518 100 REGENCY FOREST DRIVE, SUITE 130 R 4 2018 STANDARD SPECIFICATIONSBR-0033BR-0033 MCDOWELL COUNTY 67033.1.1 TOTAL LENGTH TIP PROJECT BR-0033 LENGTH STRUCTURE TIP PROJECT BR-0033 LENGTH ROADWAY TIP PROJECT BR-0033 -Y1-(GREENLEE RD)SR 124640 INTERSTATE TO MARIONTO OLD FORTTO SOUTHER RD. 0.156 MILES 0.040 MILES 0.116 MILES LOCATION: REPLACE BRIDGE NO. 84 ON SR 1234 (PARKER PADGETT RD.) OVER I-40 2410 3140 13 70 6 LOCAL -L- STA. 17+24.26 END BRIDGE -L- STA. 15+15.26 BEGIN BRIDGE -L- -Y2- STA. 11+25.00 BEGIN CONSTRUCTION -RPD- STA. 11+90.00 END CONSTRUCTION -Y1- STA. 15+04.53 END CONSTRUCTION -Y1- STA. 13+00.00 BEGIN CONSTRUCTION-RPC- RAMP C-RPD- RAMP D-Y2- SR 1322-L- POT STA. 10+30.00 BEGIN TIP PROJECT BR-0033 RA MP BRAMP A -L- POT STA. 18+54.66 END TIP PROJECT BR-0033 -RPC- STA. 11+90.00 BEGIN CONSTRUCTION PADGETT RD.) (PARKER SR 1234 * TTST 3%+DUAL 3% -L- STA. 9+70.00 BEGIN CONSTRUCTION 67033.2.1 N/A R/W & UTILITIES R/W PLANS DAVID STUTTS, PE MARCH 25, 2021 FEBRUARY 15, 2022 DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, MAXIMUM GRADE, HORIZONTAL & VERTICAL CURVES AND VERTICAL STOPPING SIGHT DISTANCE. THERE IS PARTIAL CONTROL ACCESS ON THIS PROJECT. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARY. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. JASON BREDA, PECATAWBA RIVERWETLAND AND SURFACE WATER IMPACTS PERMIT SHEET _1_ OF _5_ PERMIT DRAWING LOCATION PROJECT CITY LIMIT OLD FORT OLD FORT CITY LIMIT CATAW BARIV ER70 CURTI SC REE K 1246 1227 1246 40 40 1234 1240 12401241 1234 1246 CREEKCROOKED N A 2 0 1 1 N AD 8 3 / CONCCONCMONRWMONRWMONRWMONRW2SB & 2ELEC HTRGATEMTLGRGRCONCEXI STI NG R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WBUS1SBLK&WDCONCCONC4I SLANDSW/8PUMPS/MTL CANOPYW/ LTBSTLTW/LTW/LTW/LTW/LTW/SSGRCONC I SLAND DI ESEL PUMPS&CANOPY W/ 2MTLTANKLPBOLLARDSS6' CHL6' CHLLTW/SSPEDTELE48"WW48"WW 48"WW48"WWMTLMTLMTLMTL BSTBSTGREENLEE RD 24' BSTSR 1234 PARKER PADGETT RD 24' BST SR 1234 PARKER PADGETT RD 27' BST GRASSI-40 WB 45' BSTI-40 EB 37' BSTI-40 WB 38' BSTI-40 EB 37' BSTACCESS RD 17' BST EXISTING R/W EXISTING R/W 60.00'60.00'EXISTING R/W EXISTING R/W GREENLEE RD 21' BST SR 1246GREENLEE RD 21' BST SR 1246TFront i er Communi cat i ons of Ameri ca Inc.Frontier Communications of America Inc.EOIDuke Energy Progress Duke Energy ProgressD u k e E n erg y P ro g ressEOI EOI GRCONC ISLCYNTHIA ELLEN SUGG DB 926 PG 259 CYNTHIA ELLEN SUGG DB 926 PG 259 SH&H ENTERPRISES, LLC DB 345 PG 969 JOHN R & JOYCE BRADLEY DB 244 PG 380 3500 GAL 5 U/G TANKS> COOLERS PUMP ABANDONED FUEL BOLLARDS AND STATION AIR BST VEGETATION VEGETATION CONC CONC VEGETATION GRASS ISL CONC VEGETATION D D DDD 03020100010202010001020302PI Sta 13+54.36 L = 170.20' T = 85.83' R = 533.00' PI Sta 11+84.16 L = 170.20' T = 85.83' R = 533.00' PI Sta 13+22.38 L = 107.02' T = 55.04' R = 185.95'R = 391.76' T = 64.60' L = 128.05' PI Sta 12+03.89 PI Sta 12+87.95 L = 147.94' T = 74.97' R = 371.00' D PI Sta 12+75.17 L = 336.15' T = 168.68' R = 1,620.76'010203000102030202-L- CURVE DATA -L- PT Sta. 14+38.73 -L- PC Sta. 10+98.33 -L- PRC Sta. 12+68.53 -RPD- CURVE DATA-Y2- CURVE DATA -RPC- CURVE DATA -RPD- STA. 11+90.00 END CONSTRUCTION -Y1- STA. 13+00.00 BEGIN CONSTRUCTION -Y1- STA. 15+04.53 END CONSTRUCTION -Y2- STA. 11+25.00 BEGIN CONSTRUCTION SE=0.03SE=0.03 -Y2- PCC Sta. 12+67.34 -Y2- PC Sta. 11+39.29 -Y2- POT Sta. 10+00.00 -RPC- POT Sta. 11+90.00 BEGIN CONSTRUCTION -RPD- PC Sta. 11+06.49 -RPD- PT Sta. 14+42.64 -RPC- PT Sta. 13+60.92 -RPC- POT Sta. 10+00.00 -Y2- PT Sta. 13+74.37 -L- POC STA. 11+76.23 -Y2- POT Sta. 13+92.71 -L- POC STA. 13+38.35 -RPC- POT StA. 13+87.43 -RPD- POT Sta. 10+00.00 15 -Y1- PT Sta. 12+69.80 -Y1- PT Sta. 17+66.71 -Y1- PC Sta. 10+50.15 -Y1- PC Sta. 15+11.27 EXIST030102 02EXIS T03 04 05EXIST 05 06 07 08 00020101020205 0403 0101 02 0 0 06070908BEGIN CONSTRUCTION -L- POT Sta. 9+00.00 -L- STA. 9+70.00 09-RPC- PC Sta. 12+12.98 15 2 0 -L- POT Sta. 16+11.51 = -I40- POT Sta. 19+16.80 1 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.5/10/2021X:\NCDOT\Consultants\ATCS\BR-0033\Hydraulics\PERMITS_Environmental\Drawings\BR0033_wet_psh4.dgnUser:rlassiter8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ENGINEERING PLANNING SURVEYING ENVIRONMENTAL 919-341-9418 http://www.atcsplc.com/ CARY, NORTH CAROLINA 27518 100 REGENCY FOREST DRIVE, SUITE 130 R BR-0033 4 N AD 8 3 /2 0 1 1 PAVEMENT REMOVAL SEE SHEET 5 FOR -L- AND -Y1- PROFILE SEE SHEET 6 FOR -RPC- AND -RPD- PROFILE SEE SHEET 7 FOR -Y2- PROFILE 16' 12' 12' 16' 12' 12' 4' PS 4' PS -L- 4' 4' -L- STA. 15+15.26 BEGIN BRIDGE PS - PAVED SHOULDER SKETCH SHOWING BRIDGE/ROADWAY RELATIONSHIP -L- PT Sta. 14+38.73 -L- STA. 17+24.26 END BRIDGE -L- STA. 15+01.29 BEGIN APPROACH SLAB -L- STA. 17+38.24 END APPROACH SLAB 48' TYPE III TYPE III TYPE III TYPE III PARKER PADGETT RD. SR 1234 DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, MAXIMUM GRADE, HORIZONTAL & VERTICAL CURVES AND VERTICAL STOPPING SIGHT DISTANCE.02020100020102020200011110 12 13 14 15 16 17 1810 111213121216 17 18 21 22 231213 14S S S S S S S TSTS SBDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.5/10/2021X:\NCDOT\Consultants\ATCS\BR-0033\Hydraulics\PERMITS_Environmental\Drawings\BR0033_wet_psh4.dgnUser:rlassiter8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ENGINEERING PLANNING SURVEYING ENVIRONMENTAL 919-341-9418 http://www.atcsplc.com/ CARY, NORTH CAROLINA 27518 100 REGENCY FOREST DRIVE, SUITE 130 R BR-0033 4 PAVEMENT REMOVAL SEE SHEET 5 FOR -L- AND -Y1- PROFILE SEE SHEET 6 FOR -RPC- AND -RPD- PROFILE SEE SHEET 7 FOR -Y2- PROFILE DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, MAXIMUM GRADE, HORIZONTAL & VERTICAL CURVES AND VERTICAL STOPPING SIGHT DISTANCE. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 1 HORIZONTAL SCALE 0'50'50'CATAWBA RIVER36" CMP 36" CMP INV=1357.17'18" CMP 18" CMP 18" CMP 18 " CMP DI 6" CMP36" HDPE 18" RCP CONC BRIDGE DECK 18" CMPPOSSIBLE SHOULDER DRAINDIRECTIONAL ONLYDI DI HW CONC INV=1378.22' 24" CMP INV=1352.06' DI INV=1386.86' INV=1349.87' INV=1357.17' INV=1356.24' INV=1356.99'INV=1358.66HW CONC INV=1378.60' DIDIRECTIONAL ONLY! RETAIN DI RETAIN RETAIN HW RETAIN DI RETAIN DI 2GI 2GI 15" CSP2GI 2GI JB w/MH 15" CSP 15" CSPJB w/MH 24" RCP - IV REMOVE 18" RCP-I VJB w/MH SEE DETAIL 1 LATERAL BASE DITCH ( Not to Scale) 2:12:1D B b LATERAL BASE DITCH 1"/Ft. FROM -L- STA. 10+50 TO STA. 11+50 LT DETAIL 1 b= 5.0 Ft. B= 3.0 Ft. Min. D= 1.0 Ft. Ground Natural Slope Fill 36" RCP-IV REMOVE DI ELB ELBOW ELB ELBOW ELB ELBOW ELB ELBOW SEE DETAIL 2 TOE PROTECTION 15" CSP24" RCP-IV 24" RCP-IV REMOVE REMOVE2GI DI L INE 18" CMP W ITH C IPP W ITH C IPP L INE 18" CMP LINE 18" CMP WITH CIPP LINE 36" CMP W ITH CIPP LINE 36" CMP W ITH CIPP LINE 36" CMP WITH CIPP SHEET _2_ OF _5_ PERMIT DRAWING F F C F F F F C F F F F F F FFFFFCCCFFFFFF CF EXISTING R/WMTL SR 1234 PARKER PADGETT RD 27' BST 60.00'EXISTING R/W EXISTING R/W ISL CONC 030202010001020302010203000102030302 02EXI S T03 04 0505 0403 0101 02 0 0 06070809 11 10 12 13 1410131212SSSSSSS TSTS SB SITE 1 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY HORIZONTAL SCALE 0'50'50'CATAWBA RIVER36" HDPE 18" RCP INV=1352.06' INV=1349.87' JB w/MH SEE DETAIL 1 LATERAL BASE DITCH 36" RCP-IV REMOVE 24" RCP-IV 24" RCP-IV REMOVE DI SHEET _3_ OF _5_ PERMIT DRAWING F F C F F F FFFFFCCCF 13481348 1348134813481348134813481348135013501350135013501350135013501350135013501350135013501350135013501350 1350 1350135013501350135013501350135213521 3 5 2 13521352 13521352135213521352135213521352135213521 3 5 2 135213521352 13521352135213521352135213521352 13521352135213521352 135213521 3 5 2 13521354135413541354135413541354135413541354135413541 3 5 41354 135413541 3 5 4 135413541354135413541354 135413541354 13541354 13541354 13541354135413541354135413541354135413541354 135413561 3 5 6 1 3 5 6 1356135613561356135613561 3 5 6 1356135613561356 135613561356135613561356 1356 13561356 13561356135613561356135613561356 13561356135613561358135813581358135813581358 13581358135813581 3 5 8 1 3 5 81358 135813581358 135813581358135813581358 1358135813581358135813581 35813581358135813581358 13601 3 6 0 1 3 6 0 13601360 1360 136013601360136013601360136013601360136013601 3 6 2 1362136213621362136213621362 1362136213621362 136213621362 1362136213621362136413641364 136413641 3 6 4 1364136413641364136413641364136413641 3 64 1 3 6 4 1 3 6 4 1364 1364 1364 136413641364136413641364 13661366 136613661366 13661366136613661366 13661366136613661366 1366 1366 1366 1366 136613661366136613661366136613661 3 6 6 13661366136613661366136613661 36 6 136813681368136813681368136813681 3 6 8 1368 1368136813681368136813681368 13681368136813681368136813681 3 6 81368 1 3 6 8 1368136813681368136813701370137013701370137013701370137013701 3 7 0 1 3 7 0 137013701370 137013701370 137013701370 137013701370137013701 3 7 0 1370137013701370137013721372 1372137213721372137213721 3 72 13721372 1372 13721372137213721372 1372137213721372137213721372137213721372137213721372137213721374137413741374137413741 3 7 4 1374137413741374 137413741374137413741 3 7 4 1374137413741374137413741374137413741374137413741376137613761376137613761 3 7 6 137613761 376 13761376137613761376137613761376137613761376 13761376 13761378137813781378 1378137813781378137813781 3 7 8 137813781 3 7 8 1378137813781378 1378138013801380138013801380 13801 3 8 0 1 3 8 0 1380138013801380 138013801382138213821382138213821382138213821382138213821 3 8 21382 13821382138413841384138413841384138413841384138413841 3 8 413841384 1384 138413861386138613861386138613861 3 8 6 1386138613861 3 8 6 1386 138613881388138813881388138813881 3 88 13881388138813881388138813901390139013901390139013901 3 9 0 13901 3 9 0 139013901390 139013921392139213921392139213921392 13921 3 9 2 1392139213921392139413941394139413941394139413941 3 9 4 1394 1394 1394 1394139413941 3 9 4139613961396 13961396 1396139613961396139613961396139613961396 139813981398139813981398139813981398139813981398139813981400140014001400140014001400 1400 140014001400140014021402140214021402140214021402 1402 1402140214021 4 0 21404140414041404140414041 4 0 4 1404 1404 1404140414041 4 0 41406140614061406140614061406 1406 140614061406140614061406140814081408140814081408 1408 1408 1408 14081408140814081 4 0 81410141014101410141014101410 1410 1410 141014101410141014101412141214121412141214121412 1412 1412 141214121412141214121414141414141414141414141414 1414 141414141414141414141 4 1 4 14141416141614161416141614161416 1416 1416 141614161416141614161418141814181418141814181418 1418 1418 1418141814181418141814201420142014201420142014201420 1420 1420 142014201420142014201422142214221422142214221 4 2 2 1422 1422 1422 1422142214221422142214221424142414241424142414241 4241424 1424 1424 142414241424142414241426142614261426142614261426 1426 1 4 2 6 1426142614261426142614261428142814281428142814281428 1428 1428 1428 14281428142814281 4 2 81430143014301430143014301430 1430 1430 143014301430143014301432143214321432143214321432 1432 1432 143214321432143214321434143414341434143414341434 1434 1434 143414341434143414361436143614361436143614361436 1436 1436 1436143614361436143614381438143814381438143814381438 1438 1438 1438143814381 4 3 814401440144014401440144014401440 1440 1440 144014401440144014401442144214421442144214421442 1442 1442 144214421442144214441444144414441444144414441444 1444 1444 14441444144414441446144614461446144614461446 1446 1 4 4 6 1446144614461448144814481448144814481448 1448 1448 144814481 4 4 814501450145014501450145014501450 1450 1450 14501450145014521 4 5 2 145214521452145214521452 1452 1452 14521452 1452 1452145214521454145414541454145414541454 1454 1 4 5 4 1454145414561456 145614561456145614561456 1456 1456 14561456145614581458145814581458145814581458 1458 1458 1458145814581460146014601460146014601460 1 4 6 0 14601460146214621462146214621462146214621462 1462 146414641464 1464 1464146414641464 14641 46 41464146614661466146 61466146614661466146814681468 1 4 6 814681468 14681468147014701470 1470147014701470 14701 4 7 0 147214721472 1472147214721472 14721 4 7 2 14741 4 7 4 1474147 414741474147414741476 14761476147614761476 1476 14761 4 7 6 1478 1478147814781478 1478 1478147814801480148014801480 1480 1 4 8 0 1482 148214821482 1482148214841484 14841484 148414841 4 8 4 1486 148614861486 1486148614881488148814881488 1488 1490 1490149014901490 1490 149014921492149214921492 1492 1 4 9 4 1 4 9 4 149414941494 1494 1 4 9 4 1 49 6 1496149614961496 1496149814981498 1498 1498 1498 1500 1500 1 5 0 0 1500150015001502 15021502 150215021502 1504 15041504 1504150415041506 1506 1506150615061508 15081508 150815081510 1510 151015101510 151215121512 1512 1514 15141 5 1 4 15141516151615161518 15181 5 1 8 152015201520 1 5 2 2 15221522 1 5 24 15241524 152615261528152815301530 1 5 3 0 15321532153415341536153615381538154015401542154215441544154615481550 1110 12 13 14 15 16 17 1810 111213121216 17 18 21 22 231213 14S S S S S S S TSTS CONCCONCMONRWMONRWMONRWMONRW2SB & 2ELEC HTRGATEMTLGRGRCONCEXI STI NG R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WBUS1SBLK&WDCONCCONC4I SLANDSW/8PUMPS/MTL CANOPYW/ LTBSTLTW/LTW/LTW/LTW/LTW/SSGRCONC I SLAND DI ESEL PUMPS&CANOPY W/ 2MTLTANKLPBOLLARDSS6' CHL6' CHLLTW/SSPEDTELE48"WW48"WW 48"WW48"WWMTLMTLMTLMTL BSTBSTGREENLEE RD 24' BSTSR 1234 PARKER PADGETT RD 24' BST SR 1234 PARKER PADGETT RD 27' BST GRASSI-40 WB 45' BSTI-40 EB 37' BSTI-40 WB 38' BSTI-40 EB 37' BSTACCESS RD 17' BST EXISTING R/W EXISTING R/W 60.00'60.00'EXISTING R/W EXISTING R/W GREENLEE RD 21' BST SR 1246GREENLEE RD 21' BST SR 1246TFront i er Communi cat i ons of Ameri ca Inc.Frontier Communications of America Inc.EOIDuke Energy Progress Duke Energy ProgressD u k e E n erg y P ro g ressEOI EOI GRCONC ISLCYNTHIA ELLEN SUGG DB 926 PG 259 CYNTHIA ELLEN SUGG DB 926 PG 259 SH&H ENTERPRISES, LLC DB 345 PG 969 JOHN R & JOYCE BRADLEY DB 244 PG 380 3500 GAL 5 U/G TANKS> COOLERS PUMP ABANDONED FUEL BOLLARDS AND STATION AIR BST VEGETATION VEGETATION CONC CONC VEGETATION GRASS ISL CONC VEGETATION D D DDD 03020100010202010001020302PI Sta 13+54.36 L = 170.20' T = 85.83' R = 533.00' PI Sta 11+84.16 L = 170.20' T = 85.83' R = 533.00' PI Sta 13+22.38 L = 107.02' T = 55.04' R = 185.95'R = 391.76' T = 64.60' L = 128.05' PI Sta 12+03.89 PI Sta 12+87.95 L = 147.94' T = 74.97' R = 371.00' D PI Sta 12+75.17 L = 336.15' T = 168.68' R = 1,620.76'010203000102030202-L- CURVE DATA -L- PT Sta. 14+38.73 -L- PC Sta. 10+98.33 -L- PRC Sta. 12+68.53 -RPD- CURVE DATA-Y2- CURVE DATA -RPC- CURVE DATA -RPD- STA. 11+90.00 END CONSTRUCTION -Y1- STA. 13+00.00 BEGIN CONSTRUCTION -Y1- STA. 15+04.53 END CONSTRUCTION -Y2- STA. 11+25.00 BEGIN CONSTRUCTION SE=0.03SE=0.03 -Y2- PCC Sta. 12+67.34 -Y2- PC Sta. 11+39.29 -Y2- POT Sta. 10+00.00 -RPC- POT Sta. 11+90.00 BEGIN CONSTRUCTION -RPD- PC Sta. 11+06.49 -RPD- PT Sta. 14+42.64 -RPC- PT Sta. 13+60.92 -RPC- POT Sta. 10+00.00 -Y2- PT Sta. 13+74.37 -L- POC STA. 11+76.23 -Y2- POT Sta. 13+92.71 -L- POC STA. 13+38.35 -RPC- POT StA. 13+87.43 -RPD- POT Sta. 10+00.00 15 -Y1- PT Sta. 12+69.80 -Y1- PT Sta. 17+66.71 -Y1- PC Sta. 10+50.15 -Y1- PC Sta. 15+11.27 EXIST030102 02EXIS T03 04 05EXIST 05 06 07 08 00020101020205 0403 0101 02 0 0 06070908BEGIN CONSTRUCTION -L- POT Sta. 9+00.00 -L- STA. 9+70.00 09-RPC- PC Sta. 12+12.98 15 2 0 -L- POT Sta. 16+11.51 = -I40- POT Sta. 19+16.80 1 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.5/10/2021X:\NCDOT\Consultants\ATCS\BR-0033\Hydraulics\PERMITS_Environmental\Drawings\BR0033_wet_psh4_contours.dgnUser:rlassiter8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ENGINEERING PLANNING SURVEYING ENVIRONMENTAL 919-341-9418 http://www.atcsplc.com/ CARY, NORTH CAROLINA 27518 100 REGENCY FOREST DRIVE, SUITE 130 R BR-0033 4 N AD 8 3 /2 0 1 1 PAVEMENT REMOVAL SEE SHEET 5 FOR -L- AND -Y1- PROFILE SEE SHEET 6 FOR -RPC- AND -RPD- PROFILE SEE SHEET 7 FOR -Y2- PROFILE 16' 12' 12' 16' 12' 12' 4' PS 4' PS -L- 4' 4' -L- STA. 15+15.26 BEGIN BRIDGE PS - PAVED SHOULDER SKETCH SHOWING BRIDGE/ROADWAY RELATIONSHIP -L- PT Sta. 14+38.73 -L- STA. 17+24.26 END BRIDGE -L- STA. 15+01.29 BEGIN APPROACH SLAB -L- STA. 17+38.24 END APPROACH SLAB 48' TYPE III TYPE III TYPE III TYPE III PARKER PADGETT RD. SR 1234 DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, MAXIMUM GRADE, HORIZONTAL & VERTICAL CURVES AND VERTICAL STOPPING SIGHT DISTANCE.0202010002010202020001SBDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.5/10/2021X:\NCDOT\Consultants\ATCS\BR-0033\Hydraulics\PERMITS_Environmental\Drawings\BR0033_wet_psh4_contours.dgnUser:rlassiter8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ENGINEERING PLANNING SURVEYING ENVIRONMENTAL 919-341-9418 http://www.atcsplc.com/ CARY, NORTH CAROLINA 27518 100 REGENCY FOREST DRIVE, SUITE 130 R BR-0033 4 PAVEMENT REMOVAL SEE SHEET 5 FOR -L- AND -Y1- PROFILE SEE SHEET 6 FOR -RPC- AND -RPD- PROFILE SEE SHEET 7 FOR -Y2- PROFILE DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, MAXIMUM GRADE, HORIZONTAL & VERTICAL CURVES AND VERTICAL STOPPING SIGHT DISTANCE. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 1 HORIZONTAL SCALE 0'50'50'CATAWBA RIVER36" CMP 36" CMP INV=1357.17'18" CMP 18" CMP 18" CMP 18 " CMP DI 6" CMP36" HDPE 18" RCP CONC BRIDGE DECK 18" CMPPOSSIBLE SHOULDER DRAINDIRECTIONAL ONLYDI DI HW CONC INV=1378.22' 24" CMP INV=1352.06' DI INV=1386.86' INV=1349.87' INV=1357.17' INV=1356.24' INV=1356.99'INV=1358.66HW CONC INV=1378.60' DIDIRECTIONAL ONLY! RETAIN DI RETAIN RETAIN HW RETAIN DI RETAIN DI 2GI 2GI 15" RCP-IV 15" CSP15" RCP-IV 2GI 2GI JB w/MH 15" CSP 15" CSPOTCB JB w/MH 15" RCP-IV 24" RCP - IV REMOVE 18" RCP-I VOTCB JB w/MH SEE DETAIL 1 LATERAL BASE DITCH ( Not to Scale) 2:12:1D B b LATERAL BASE DITCH 1"/Ft. FROM -L- STA. 10+50 TO STA. 11+50 LT DETAIL 1 b= 5.0 Ft. B= 3.0 Ft. Min. D= 1.0 Ft. Ground Natural Slope Fill 36" RCP-IV REMOVE DI 18+20 RT & LT BEGIN SBG END OF BRIDGE TO -L- STA. ELB ELBOW ELB ELBOW ELB ELBOW ELB ELBOW SEE DETAIL 2 TOE PROTECTION 15" CSP24" RCP-IV 24" RCP-IV REMOVE 15" RCP-IVREMOVE 2GI HW DI L INE 18" CMP W ITH C IPP W ITH C IPP L INE 18" CMP LINE 18" CMP WITH CIPP LINE 36" CMP W ITH CIPP LINE 36" CMP W ITH CIPP LINE 36" CMP WITH CIPP SHEET _4_ OF _5_ PERMIT DRAWING F F C F F F F C F F F F F F FFFFFCCCFFFFFF CF Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 1 -L- 10+28 to 11+54 LT Lateral Base Ditch < 0.01 < 0.01 109 20 TOTALS*: < 0.01 < 0.01 109 20 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb SHEET 5 OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS McDowell County BR-0033 67033.1.1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 4/30/2021 No wetland impacts at site.