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Home My WebLink About20180073 Ver 1_610124_Permit Drawings_20171215_20180112N.MainSt.Mai nSt.S Main St Ca pelsie Rd Cemetery Road Roslyn RdTr oy-Ca ndor RdTaft StWood StE Bruton St Page StPage StWilliamson StGlen Rd Page St Gl enn RdFox Den Rd Holly Hill Dr Holly Hill Dr Holly Hill DrChicken Far m Rd Coggins Rd Wright RdSedberry RdOkeewemee Rd Country Club Acres Dr Substation Rd Cardinal AveFrame Shop Rd Dover Church RdHancock Rd Hoga n Far m RdDover Church RdSpivey RdDover RdDover Rd Wolf Creek RdDover Chur ch RdDover Rd Dover StRail yard RdSpies Rd Owens St Spies Rd Freeman RdMabe Rd Mc Bri d e Lu mb e r Rd Smith Lake RdMcBride Lumber RdOkeeweemee Rd Brewer StGreentop Rd Okeewemee-Star RdMabe Rd Okeewemee-Star Rd Okeewemee RdOkeewemee RdFloyd Farm Rd Okeewemee Rd Eastway DrT roy-Cando r Rd Troy-Candor Rd Tr oy-Ca nd or RdCapelsie Rd Candor-Troy Rd Aileen AveCeda r C reek Rd Cedar Creek RdCar nell Ct Martin StAileen Ave. Bruton St Hunsucker St McCaskill RdPost Office Rd Martin RdPost Office RdCoy RdPost Office Rd Drye Rd.McCaskill RdCotton Creek Rd A um an R dAuman Rd Batten Rd Cla y ola Dr La mbert Rd Mill St Cotto n Cree k Rd Griffin Farm Rd Cotto n C reek Rd Cotton Creek Rd Te mple Ter Cotton Creek Rd Clayola DrLancer Dr.New Hope Church RdGriffin Farm RdCochran Rd Spies Rd Miller Pond Rd. Main St. Main E. St. W.Main St. Biscoe Rd RIVER LITTLEWESTEther Star pop. 805 pop. 4,227 Okeewemee Biscoe pop. 1,725 Cr. WESTERN RAILW AY A C WR.R.Troy Craven St.CabinCreek36 1370 1624 15571519 1336 1381 1340 1315 1393 1347 1346 1365 1401 1378 1366 1367 1395 13651315 1553 1554 1554 1403 1332 1332 1333 1383 1320 1320 1610 1574 1611 1611 1586 1586 1586 1554 1501 1500 1500 1618 1503 1577 1504 1628 1404 1337 1617 1502 1612 1500 1371 1371 1372 1372 1398 1385 1384 1369 1369 1369 1368 1367 1397 1402 1379 1363 1002 1002 1344 1343 1343 1365 1382 1341 1342 1386 1396 1396 1337 1337 1556 1556 1616 1336 1557 1601 1343 1376 1002 1369 1315 1364 1364 1364 1365 1346 1346 1371 1372 1369 1554 1554 1519 1557 1557 1558 1500 1500 1380 1619 Road Lammonds Creek Rd. Cedar Rd.Od e s s a Office Rd Post St.Rouse Rd Airport 1340 1519 1393 1323 1324 1323 1324 1 34 24 27 24 27 220 ALT 220 73 74 73 74 220 220 ALT LI T T E RI VE R 1340 1323 1340 1340 1340 1340 1339 1324 24 27 TEMPORARY CAUSEWAY OFF-SITE DETOUR ROUTE LENGTH OF STRUCTURE PROJECT BRIDGE 124 = 0.027 MI TOTAL LENGTH OF PROJECT BRIDGE 124 = 0.095 MI TO OKEEWEMEE TO STARLI TTLE RI VERLITTLE RIVERLENGTH OF ROADWAY PROJECT BRIDGE 124 = 0.068 MI 4 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. VICINITY MAP (OKEEWEMEE-STAR RD.) SR 1340 -L- -L- STA. 12+75.00 BEGIN PROJECT BRIDGE 124 -L- STA. 17+75.00 END PROJECT BRIDGE 124 STEVE SCOTT, PE MONTGOMERY COUNTY BRIDGE NO. 124 OVER LITTLE RIVER ON OKEEWEMEE-STAR ROAD (SR 1340) GRADING, DRAINAGE, PAVING, AND STRUCTURE 15 3030 3 6 126 D T V = = = = = = 480 55 % % MPH ADT ADT 2015 % * DUAL * TTST = FUNC CLASS = LOCAL TIER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 00 12/15/2017...\610124_hyd_prm_tsh.dgnUSER:TOverbyCONTRACT: ARTMEN N ASO H DEPT O F TRA S PORTTIONTATEOFNRTCAR O LI NAC O N S T R U C T I O N E N G I N E E R I N G & NCDOT CONTACT MATTHEW COPPLE, PE TIM WELCH, PE DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVE PROJECT LOCATION CREEK BLACK ROCK BRANCH 60 NOVEMBER 10, 2017 JUNE 5, 2018 -L- STA. 14+28.42 BEGIN BRIDGE 124 -L- STA. 15+68.50 END BRIDGE 124 17BP.8.R.122 PROJECT: 17BP.8.R.12217BP.8.R.122 PE R\W 30 15 30 6011/16/17WETLANDS AND SURFACE WATERS IMPACT PERMIT IN SURFACE WATERS TEMPORARY IMPACTS IN SURFACE WATERS PERMANENT IMPACTS SHEET 1 OF 5 PERMIT DRAWING License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue 17BP.8.R.122 NC GRIDNAD 83 NA 2011LITTLE RIVER REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.12/15/2017...\610124_hyd_prm_psh1.dgnUSER:TOverby17BP.8.R.122 1 SURFACE WATER DENOTES IMPACTS IN IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 2 OF 5 PERMIT DRAWING 0’ GRAPHIC SCALE 30’15’30’60’11/16/17S TS INSET License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & ON 4.0’ CAPS 33" BOX BEAMS PROPOSED 1@80, 1@60 SKEW= 90 DEG. GP ELEV.= 430.04’ L STATION 14+98.5 -L-c EXCAVATION 425.85’ LOW SIDE LOW CHORD 1.5:1EXCAVATION CLASS ’II’ RIP RAP CLASS ’II’ RIP RAP 1.5:1ELV.= 409.6’ WS 12-01-2015 TEMPORARY CAUSEWAY TB 2GI INV=436.68’ INV=431.37’NC GRIDNAD 83 NA 2011GR GR S S WOODS WOODS WOODS WOODS 18" RCPSOILEOP EOP 1 2 3 BRIDGE #124 SOIL SOILS BR MTL MTL CONC. HW CONC. HW 84" C MP INV=412.80’ INV=413.39’ BL- 103 BL- 102 TO OKEEWEMEE CONC. HW (TYP.) -EL- S S OKEEWEMEE-STAR RD. (S.R. 1340) 21’ BST EIP CONC. EXISTING R/W EXISTING R/W PB F PG 118A DB 748 PG 211 60.00’60.00’50.00’EX ISTNG R /W EX ISTNG R /W EXI STNG R/WEXI STNG R/WTOWN OF STAR CWMTF PROJECT 2013-029 CANOE ACCESS LANDING EASEMENT EXEMPT AREA CWMTF PROJECT 2013-029 CONSERVATION EASEMENT PB F PG 118A DB 748 PG 211 TOWN OF STAR CWMTF PROJECT 2013-029 CANOE ACCESS LANDING EASEMENT EXEMPT AREA TOWN OF STAR PB F PG 118A DB 748 PG 211 RR SPIKE IN 19" BLACK GUM TREE ELEV.- 423.32’ 8’ RT BL-STA.- 13+31 N. 596788 E. 1752206 BM2RR SPIKE IN 13" POPLAR TREE ELEV.- 425.12’ 46’ RT BL-STA.- 9+87 N. 597051 E. 1752033 BM1 WOODS DB 728 PG 138 PB F PG 74B D.R. REYNOLDS COMPANY INC. DB 405 PG 648 LIMITED PARTNERSHIP G.W. COGGIN FAMILY CWMTF PROJECT 2013-029 CONSERVATION EASEMENT PB F PG 118A DB 748 PG 211 TOWN OF STAR DB 707 PG 398 & OTHER BOBBIE JEAN HAYWOOD 10 11 12 13 14 15 16 17 18 405 415 425 435 445 (+)0.8500% (+)5.4996% (+)2.37% (-)14.65% (+)7.28% (+)2.28% (+)5.09% BRIDGE EXISTING (+)5.44% ELEV.= 437.88’ STA. 17+75 -L- LT END DITCH GRADE ELEV.= 434.06’ STA. 17+00 -L- LT PI DITCH GRADE ELEV.= 433.49’ STA. 16+75 -L- LT PI DITCH GRADE ELEV.= 432.13’ STA. 16+50 -L- LT PI DITCH GRADE ELEV.= 430.31’ STA. 16+25 -L- LT BEGIN DITCH GRADE ELEV.= 426.22’ STA. 12+50 -L- LT BEGIN DITCH GRADE ELEV.= 428.59’ STA. 13+50 -L- LT END DITCH GRADE ELEV.= 428.905’ STA. 14+00 -L- LT BEGIN DITCH GRADE ELEV.= 427.00’ STA. 14+13 -L- LT END DITCH GRADE BLACK ROCK BRANCH CREEK 15" RCP-III 5 S.Y. F.F. 1 TON RR CLASS ’B’ RIP RAP SEE DETAIL 3 CLASS ’B’ RIP RAP TOE PROTECTION EST. 340 C.Y. EXCAVATION EST. 150 C.Y. EXCAVATION EST. 197 TONS CLASS ’II’ RIP RAPEST 364 TONS CLASS ’II’ RIP RAP F F F F F F F F F C F C FC 410410410410410410410415415 415415 4154154154154154154 15 415415420420420420420420 420 420 420420420420 420 420420425425425 425 425 4254254254254254254 2 5 425 425425430430430430430430 430430430 430430430430435435 435 435 435435435435435435 435435440440 4 4 0 4404404404 4 0 440440445445 4 4 5445 445445445 445 4454504 5 0 450 4504504504504 5 0 450 455455 455455455455 4 6 0 460460460 4 6 5465 4 70 470 475REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.12/15/2017...\610124_hyd_prm_psh1A_contours.dgnUSER:TOverby17BP.8.R.122 1A SURFACE WATER DENOTES IMPACTS IN IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 3 OF 5 PERMIT DRAWING 0’ GRAPHIC SCALE 30’15’30’60’11/16/17License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & INSET S TS CLASS ’II’ RIP RAP EXCAVATION 1.5:1425.85’ LOW SIDE LOW CHORD ON 4.0’ CAPS 33" BOX BEAMS PROPOSED 1@80, 1@60 SKEW= 90 DEG. GP ELEV.= 430.04’ L STATION 14+98.5 -L- CLASS ’II’ RIP RAP EXCAVATION1.5:1ELV.= 409.6’ WS 12-01-2015 c TB 2GI INV=436.68’ INV=431.37’NC GRIDNAD 83 NA 2011GR GR S S WOODS WOODS WOODS WOODS 18" RCPSOILEOP EOP 1 2 3 BRIDGE #124 SOIL SOILS BR MTL MTL CONC. HW CONC. HW 84" C MP INV=412.80’ INV=413.39’ BL- 103 BL- 102 TO OKEEWEMEE CONC. HW (TYP.) -EL- S S OKEEWEMEE-STAR RD. (S.R. 1340) 21’ BST EIP CONC. EXISTING R/W EXISTING R/W PB F PG 118A DB 748 PG 211 60.00’60.00’50.00’EX ISTNG R /W EX ISTNG R /W EXI STNG R/WEXI STNG R/WTOWN OF STAR CWMTF PROJECT 2013-029 CANOE ACCESS LANDING EASEMENT EXEMPT AREA CWMTF PROJECT 2013-029 CONSERVATION EASEMENT PB F PG 118A DB 748 PG 211 TOWN OF STAR CWMTF PROJECT 2013-029 CANOE ACCESS LANDING EASEMENT EXEMPT AREA TOWN OF STAR PB F PG 118A DB 748 PG 211 RR SPIKE IN 19" BLACK GUM TREE ELEV.- 423.32’ 8’ RT BL-STA.- 13+31 N. 596788 E. 1752206 BM2RR SPIKE IN 13" POPLAR TREE ELEV.- 425.12’ 46’ RT BL-STA.- 9+87 N. 597051 E. 1752033 BM1 WOODS DB 728 PG 138 PB F PG 74B D.R. REYNOLDS COMPANY INC. DB 405 PG 648 LIMITED PARTNERSHIP G.W. COGGIN FAMILY CWMTF PROJECT 2013-029 CONSERVATION EASEMENT PB F PG 118A DB 748 PG 211 TOWN OF STAR DB 707 PG 398 & OTHER BOBBIE JEAN HAYWOOD 10 11 12 13 14 15 16 17 18 405 415 425 435 445 (+)0.8500% (+)5.4996% (+)2.37% (-)14.65% (+)7.28% (+)2.28% (+)5.09% BRIDGE EXISTING (+)5.44% ELEV.= 437.88’ STA. 17+75 -L- LT END DITCH GRADE ELEV.= 434.06’ STA. 17+00 -L- LT PI DITCH GRADE ELEV.= 433.49’ STA. 16+75 -L- LT PI DITCH GRADE ELEV.= 432.13’ STA. 16+50 -L- LT PI DITCH GRADE ELEV.= 430.31’ STA. 16+25 -L- LT BEGIN DITCH GRADE ELEV.= 426.22’ STA. 12+50 -L- LT BEGIN DITCH GRADE ELEV.= 428.59’ STA. 13+50 -L- LT END DITCH GRADE ELEV.= 428.905’ STA. 14+00 -L- LT BEGIN DITCH GRADE ELEV.= 427.00’ STA. 14+13 -L- LT END DITCH GRADE BLACK ROCK BRANCH CREEK 15" RCP-III 5 S.Y. F.F. 1 TON RR CLASS ’B’ RIP RAP SEE DETAIL 3 CLASS ’B’ RIP RAP TOE PROTECTION EST. 340 C.Y. EXCAVATION EST. 150 C.Y. EXCAVATION EST. 197 TONS CLASS ’II’ RIP RAPEST 364 TONS CLASS ’II’ RIP RAP TEMPORARY CAUSEWAY F F F F F F F F F C F C FC SURFACE WATER DENOTES IMPACTS IN IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 4 OF 5 PERMIT DRAWING 0’ GRAPHIC SCALE 15’7.5’15’30’REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 1B17BP.8.R.122 R/W SHEET NO.12/15/2017...\610124_hyd_prm_psh1B.dgnUSER:TOverbyDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED C O N S T R U C T I O N E N G I N E E R I N G & License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue 11/16/17S TS INSET TB 2GI GR S S WOODS BRIDGE #124 SOIL S BR MTL MTL CONC. HW (TYP.)S S EIP CONC.60.00’EX IS TNG R /W EX ISTNG R /W CWMTF PROJECT 2013-029 CANOE ACCESS LANDING EASEMENT EXEMPT AREA TOWN OF STAR PB F PG 118A DB 748 PG 211 RR SPIKE IN 19" BLACK GUM TREE ELEV.- 423.32’ 8’ RT BL-STA.- 13+31 N. 596788 E. 1752206 BM2 PB F PG 74B D.R. REYNOLDS COMPANY INC.CWMTF PROJECT 2013-029 CONSERVATION EASEMENT 15" RCP-III 5 S.Y. F.F. 1 TON RR CLASS ’B’ RIP RAP EST. 340 C.Y. EXCAVATION EST. 150 C.Y. EXCAVATION EST. 197 TONS CLASS ’II’ RIP RAPEST 364 TONS CLASS ’II’ RIP RAP TEMPORARY CAUSEWAY F F F F F HandExisting 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 StreamNo. (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) 15+13.50 - 15+23.50 Bridge Support < 0.01 32 14+65.66 - 14+75.01 Bank Stabilization < 0.01 < 0.01 88 10 15+24.32 - 15+38.85 Bank Stabilization < 0.01 < 0.01 5 14+75.01 - 14+87.34 Bent Removal and Dewatering 0.01 51 15+23.50 - 15+25.30 Temporary Causeway < 0.01 22 TOTALS*: 0.03 0.02 120 88 0*Rounded totals are sum of actual impactsNOTES:Revised September 2014 SHEET 5OF 5 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSMontgomery County17BP.8.R.122 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS12/15/2017