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Home My WebLink About20211364 Ver 1_Pre-Filing Meeting Request Attachment_20210915 (2) 5 S.Y. GEOTEXTILE CL B RIP RAP 1 TON 5 S.Y. GEOTEXTILE CL B RIP RAP 1 TON15 201 GROUNDNUT CREEKBRIDGE #68 ALDRIDGE STORE RD SR 1515 V = = =MPH ADT ADT FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 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 SIGNATURE: SIGNATURE: P.E. P.E. 2018 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 09-JUN-2021 09:40B-4569_prm_buf_B1_tsh.dgnhe.yangCONTRACT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NALENOIR COUNTY THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES VICINITY MAP See Sheet 1C-1 For Survey Control Sheet See Sheet 1B For Conventional Symbols See Sheet 1A For Index of Sheets BRIDGE NO. 530068 ON SR 1515 (ALDRIDGE STORE RD) OVER GROUNDNUT CREEK GRADING, DRAINAGE, PAVING, AND STRUCTURE 903 903 903 70 Middle Sch. E.B.Frink Sch. Elem. LaGrange LOCAL 2020 1000 PROJECT LENGTHPROJECT LENGTH NCDOT CONTACT: LENGTH STRUCTURES PROJECT = 0.013 MILES LENGTH ROADWAY PROJECT = 0.086 MILES TOTAL LENGTH PROJECT = 0.099 MILES 4TIP PROJECT:17BP.2.R.902040 1600 -L- STA. 14+75.00 BEGIN BRIDGE END BRIDGE -L- STA. 19+50.00 -L- 17BP.2.PE.90 PE (SR 1001) TO PAULS PATH RD JEFFREY P. MUHLBAUER, PE FAITH E. JAHNKE, PE MICHAEL AMAN, PE PROJECT ENGINEER- DIVISION 2 SUB REGIONAL TIER 60 50 10025 50 1002550 50 10 5 10 20 BEGIN TIP PROJECT B-4569 END TIP PROJECT B-4569 Prepared in the Office of: FIRM NO. P-0339 TO LA GRANGE SITE PROJECT DETOUR ROUTE END APPROACH SLAB BEGIN APPROACH SLAB Crossroads Hardison La Grange Pop. 2,783Pop. 2,783 CAROLI NARAI LROAD17BP.2.R.90 GROUNDNUT CREEK17BP.2.R.90 CLEARING ON THIS PROJECT SHALL BE PREFORMED TO THE LIMITS ESTABLISHED BY METHOD II. OCTOBER 9, 2019 MARCH 25, 2020 (ALDRIDGE STORE RD.)SR 1515 BRIDGE #68 -L- STA. 16+41.00 -L- STA. 16+51.88 -L- STA. 17+24.13 -L- STA. 17+35.00 17BP.2.R.90 CONST ROW & UTL ROW PLANS www.summitde.net Fax: (919) 732-6776 Voice: (919) 732-3883 Hillsborough, NC 27278-8551 320 Executive Ct. 903 903 903 903 70 Pop. 2,783 La Grange Simroe Church Rouse Chapel Taylors ChapelMosley CreekGr o u n dnut Cr e e k Falli ngJumpingRunBranchBuckBranchLake Pine SITE 1 BUFFER IMPACTS PERMIT NAD 83/ 2011Was hi ngt onSt.E.Fi el ds St ati onRd.Ho d gesFar mRd.L.D.Ha r d y Rd.Mos e l e yC reekR d. Eason Rd.Mos el eyCr eekRd.EasonRd.WatersMillRd.E. WahingtonSt.Railr oa dSt.AlridgeStoreRd.Fire Tower Rd. RouseLoopPa u l s Pat h Rd. Aldridge Store Rd.Bo n nie Walters Rd. AlphonsoWaltersRd. Rd. Five P oints Rd.BrothersRd.N.CharlesSt. Rouse Chape lRd.Wal t er sSt . FieldsStation Rd.HarveyFieldsRd.W.P.HardyRd.Brothers Coli eRd.E.Nort hMoseleyCre ekRd. Brothers Rd. Loop Fields 1001 1513 1512 1509 1510 1514 1507 1515 1515 1516 1502 1514 1515 1503 1518 1517 1519 1519 1001 1524 2005 1523 1527 15231603 1325 1378 1690 1503 1690 1514 1531 1519 1515 1511 Pauls Path Rd EXCAVATE TO 73.5 EST 51 CY CL II RIP-RAP KEYED IN 3.5' (TYP) WSEL AT DATE OF SURVEY (4/30/19) = 68.8 FT EXCAVATE TO 73.5 EST 93 CY NWSEL = 69.8 FT CL II RIP-RAP KEYED IN 3.5' (TYP) RIP RAP BELOW EXCAVATION KEYED IN 1.5'RIP RAP BELOW EXCAVATION KEYED IN 1.5' EXCAVATE TO 73.5 EST 93 CY NWSEL = 69.8 FT CL II RIP-RAP KEYED IN 3.5' (TYP) RIP RAP BELOW EXCAVATION KEYED IN 1.5' EXCAVATE TO 73.5 EST 51 CY CL II RIP-RAP KEYED IN 3.5' (TYP) WSEL AT DATE OF SURVEY (4/30/19) = 68.8 FT RIP RAP BELOW EXCAVATION KEYED IN 1.5' EXISTING BRIDGE TO BE REMOVED EXISTING BRIDGE TO BE REMOVEDREVISIONS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/9909-JUN-2021 09:40B-4569_prm_buf_B2.dgnhe.yang50 60 70 80 90 100 50 60 70 80 90 100 110 120120 110 10 11 12 13 14 15 16 17 18 19 20 21 22 -L- SR 1515 (ALDRIDGE STORE RD.) 40 40 EL = 71.44' -BL- STA 17+33.00, 126.00' RT -L- STA 18+18.39, 115.69' RT BM #1: R/R SPIKE IN 18" HARDWOOD (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 320 Executive Ct. NC FIRM LICENSE No: P-0339 Office of: Prepared in the TYPE-III TYPE-III TYPE-III TYPE-III GREU TL-3 GREU TL-3 TL-3 GREU TL-3 GREU -L- +05.00 EX R/W 47.00' RT -L- +29.00 -L- +65.00 -L- +08.00 EX R/W 47.00' RT EX R/W 42.00' RT EX R/W 42.00' RT -L- +53.00 EX R/W 45.00' LT -L- +04.00 EX R/W 45.00' LT vvvv18" HDPE 15" RCP 15" RCP 24" RCP10' SOIL10' S OIL/ G R18' SOIL/GR10' S OI L OLD BRIDGE HEADWALL SR 1515 (ALDRIDGE STORE RD.) 20' BST SR 1515 (ALDRIDGE STORE RD.) 20' BST CHARLES E. ROUSE ALBRET L. ROUSE,et ux GARY A. CROUSE GARY A. CROUSE GARY A. CROUSE GARY L. TAYLOR,et ux JESSE R. HARRISON, et ux JESSE R. HARRISON, et ux KENNETH G. HARRISON EIP EIP EIP EIP EIP EIP EXISTING R/W MONUMENT EIP EIP 0. 7 2' R/W TO EI P0. 0 9' R/W TO EI P0.08' R/W TO EI PEIP 70.00'EXISTING R/W EXISTING R/W 70.00'EXISTING R/W EXISTING R/W OLD ROAD BED 100208263294307308GROUNDNUT CREEKAMY L. ALDRIDGE AMY L. BROWN,et al CHARLES E. ROUSE ANNE D. ROUSE CORY L. BRACY, et ux CHARLES E. ROUSE 15" RCP-III 15" RCP-III TB 2GI 15"15"TB 2GI TB 2GI100281.36CPNAI LBRIDGE #68 15" RCP-III 15" RCP-III TB 2GI 15"15"TB 2GI TB 2GI 1.5:11.5:1EL = 79.27' 16+10.83 SAG ELEV = 80.45' -L- STA 14+75.00 BEGIN GRADE (-)1.5363% EXIST GRADE (+)1.5684% EXIST GRADE ELEV = 80.65 -L- STA 19+50.00 END GRADE PI = 19+05.00 EL = 80.16' PI = 15+65.00 EL = 79.08' (-)1.5222%(+)0.3176%(+)0.3176%(+)1.0889%1.5:11.5:1-L- STA 16+51.88 BEGIN BRIDGE -L- STA 17+24.13 END BRIDGE -L- STA 16+41.00 BEGIN APPROACH SLAB -L- STA 17+35.00 END APPROACH SLAB GRAPHIC SCALE 0'100'100' SITE 1 2 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SHEET 2 OF 5 BUFFER DRAWING BRIDGE 68 ENLARGEMENT OF SEE SHEET 3 FOR 17BP.2.R.90 15TYPE-III TYPE-III TYPE-III TYPE-III GREU TL-3 GREU TL-3 TL-3 GREU TL-3 GREU OLD BRIDGE HEADWALL EIP 48" WD 70.00'OLD ROAD BED 195GROUNDNUT CREEK0102000215" RCP-III 15" RCP-III TB 2GI 15"15"O O TB 2GI TB 2GI BRIDGE #68 15" RCP-III 15" RCP-III TB 2GI 15"15"O O TB 2GI TB 2GI SITE 1 SHEET 3 OF 5 BUFFER DRAWING SCALE: 1"= 100' 0'25'25' ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO. HYDRAULICS ENGINEER (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive NC FIRM LICENSE No: P-0339 Office of: Prepared in the 3 ENGINEER ROADWAY DESIGN R/W SHEET NO. 17BP.2.R.90 PROJECT REFERENCE NO. SiteStationStructureNo. (From/To)Size / Type1 16+53 TO 17+23 -L- Proposed Bridgex178 89 267 0 0 01788926700000NOTES:Revised 2018 Feb SHEET 4OF5ALLOWABLEMITIGABLE6/9/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)B-4569LENOIR17BP.2.R.90BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPE ZONE 1 (ft2)ZONE 2 (ft2)116+53 TO 17+23 -L- Proposed Bridge0000Revised 2018 Feb SHEET 5OF5WETLANDS IN BUFFER IMPACTS SUMMARYB-4569NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS6/9/2021LENOIR17BP.2.R.90WETLANDS IN BUFFERSSITE NO.STATION (FROM/TO)TOTAL:STRUCTURERev. Jan 2009