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Home My WebLink About20211364 Ver 1_17.BP.2.R.90_Rdy_RPC_20211014903 903 903 70WashingtonSt.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 Middle Sch. E.B.Frink Sch. Elem. LaGrange Crossroads Hardison La Grange Pop. 2,783Pop. 2,783 CAROLI NARAI LROADPauls Path Rd 70 Pop. 2,783 La Grange Simroe Church Rouse Chapel Taylors ChapelMosley CreekGr o u n dnut Cr e e k Falli ngJumpingRunBranchBuckBranchDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED V = = =MPH ADT ADT FUNC CLASS = 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 21-MAY-2021 11:05B-4569_Rdy_tsh.dgnjeff.muhlbauerCONTRACT: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 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.R.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 17BP.2.R.90 17BP.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.NAD 83/ 2011 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 320 Executive Ct. NC FIRM LICENSE No: P-0339 Office of: Prepared in the ENGINEER SHEET NO.PROJECT REFERENCE NO. 1A 21-MAY-2021 11:05B-4569_Rdy_tsh_1A.dgnjeff.muhlbauer8/17/99ROADWAY DESIGN S-1 THRU S- STRUCTURE PLANS X-1 THRU X- CROSS-SECTIONS X-1A THRU X-1 CROSS-SECTION SUMMARY SHEET UO-1 THRU UO- UTILITIES BY OTHERS PLANS UC-1 THRU UC- UTILITIES CONSTRUCTION PLANS ITS-1 THRU ITS- ITS PLANS SIG-1 THRU SIG- SIGNAL PLANS SIGN-1 THRU SIGN- SIGNING PLANS RF-1 THRU RF- REFORESTATION PLANS EC-1 THRU EC- EROSION CONTROL PLANS E-1 THRU E- ELECTRICAL PLANS PMP-1 THRU PMP- PAVEMENT MARKING PLANS TMP-1 THRU TMP- TRAFFIC MANAGEMENT PLANS 4 THRU PLAN AND PROFILE SHEET 3P-1 PARCEL INDEX SHEET 3G-1 THRU 3G- GEOTECHNICAL SUMMARIES 3D-1 THRU 3D- DRAINAGE SUMMARIES 3B-1 THRU 3B- ROADWAY SUMMARIES 2N-1 THRU 2N- NOISE WALL ENVELOPE DETAILS 2H-1 THRU 2H- GEOENVIRONMENTAL DETAILS 2G-1 THRU 2G- GEOTECHNICAL DETAILS 2D-1 THRU 2D- DRAINAGE DETAILS 2C-1 THRU 2C- SPECIAL DETAILS 2B-1 THRU 2B- ROADWAY DETAILS 2A-1 THRU 2A- PAVEMENT SCHEDULE AND TYPICAL SECTIONS 1C-1 THRU 1C- SURVEY CONTROL SHEETS 1B CONVENTIONAL SYMBOLS 1A INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS 1 TITLE SHEET SHEET NUMBER SHEET INDEX OF SHEETS 17BP.2.R.90 Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing Metal Guardrail Existing Cable Guiderail Proposed Guardrail Equality Symbol Pavement Removal Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access C F Existing Easement Line HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ;zvW K Proposed Lateral, Tail, Head Ditch False Sump Proposed Cable Guiderail MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Paved Ditch Gutter UTILITIES: ROADS AND RELATED FEATURES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power Manhole Power Line Tower Power Transformer Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal U/G Telephone Cable Hand Hole R }Tp Q l ] / b H-Frame Pole O O POWER: TELEPHONE: Telephone Cell Tower WATER: Water Manhole Water Meter Water Valve Water Hydrant 4 I H a TV: TV Pedestal TV Tower U/G TV Cable Hand Hole | I ] GAS: Gas Valve Gas Meter n c SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line d o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS: Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box ? CONC CONC WW vvDrainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer Manhole m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Monument Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence g F 123 Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE: Area Outline Gas Pump Vent or U/G Tank Cap Church School Dam Sign Small Mine Well V M W W S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge Woods Line Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled S FLOW *S.U.E. = Subsurface Utility Engineering WLB EIP BECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. SHEET NO.PROJECT REFERENCE NO. Abandoned According to Utility Records WLB EAB EPB R W R W R W C A E TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland TUE DUE AUE CRProposed Curb Ramp CONVENTIONAL PLAN SHEET SYMBOLS Underground Storage Tank, Approx. Loc. Geoenvironmental Boring C A HPBExisting Historic Property Boundary U/G Power Line LOS B (S.U.E.*) U/G Power Line LOS C (S.U.E.*) U/G Power Line LOS D (S.U.E.*) P U/G Telephone Cable LOS B (S.U.E.*) U/G Telephone Cable LOS C (S.U.E.*) U/G Telephone Cable LOS D (S.U.E.*) T U/G Telephone Conduit LOS B (S.U.E.*) U/G Telephone Conduit LOS C (S.U.E.*) U/G Telephone Conduit LOS D (S.U.E.*) TC U/G Fiber Optics Cable LOS B (S.U.E.*) U/G Fiber Optics Cable LOS C (S.U.E.*) U/G Fiber Optics Cable LOS D (S.U.E.*) T FO U/G Water Line LOS B (S.U.E*) U/G Water Line LOS C (S.U.E*) U/G Water Line LOS D (S.U.E*) W U/G TV Cable LOS B (S.U.E.*) U/G TV Cable LOS C (S.U.E.*) U/G TV Cable LOS D (S.U.E.*) TV U/G Fiber Optic Cable LOS B (S.U.E.*) U/G Fiber Optic Cable LOS C (S.U.E.*) U/G Fiber Optic Cable LOS D (S.U.E.*) TV FO U/G Gas Line LOS B (S.U.E.*) U/G Gas Line LOS C (S.U.E.*) U/G Gas Line LOS D (S.U.E.*) G SS Forced Main Line LOS B (S.U.E.*) SS Forced Main Line LOS C (S.U.E.*) SS Forced Main Line LOS D (S.U.E.*) FSS Utility Unknown U/G Line LOS B (S.U.E.*) U/G Test Hole LOS A (S.U.E.*) STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS Note: Not to Scale UST Contaminated Site: Known or Potential Known Contamination Area: Soil Potential Contamination Area: Soil Known Contamination Area: Water Potential Contamination Area: Water Primary Horiz Control Point Primary Horiz and Vert Control Point Secondary Horiz and Vert Control Point Exist Permanent Easment Pin and Cap New Permanent Easement Pin and Cap Vertical Benchmark New Right of Way Line Concrete or Granite R/W Marker New Right of Way Line with Concrete C/A Marker New Control of Access Line with New Control of Access New Temporary Construction Easement New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement12/2/2016Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: New Right of Way Line with Pin and Cap 1B17BP.2.R.90 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED POINT GRADE 0.02 0.02 TYPICAL SECTION NO. 1 0.08 -L-CL 0.08 6:1 X-SECTIONS SEE SLOPE VARIABLE 3:1 EXIST PAVEMENT 4:13:1 6:1 X-SECTIONS SEE SLOPE VARIABLE 7' w/ GR 4' 7' w/ GR 4' 10'10' -L- (ALDRIDGE STORE RD) 8' MIN SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER PAVEMENT DESIGN6/2/9921-MAY-2021 11:06B-4569_Rdy_typ.dgnjeff.muhlbauer2A-1 POINT GRADE 0.02 0.02 0.08 -L-CL 0.08 6:1 X-SECTIONS SEE SLOPE VARIABLE 3:1 4:13:1 6:1 X-SECTIONS SEE SLOPE VARIABLE 7' w/ GR 4' 7' w/ GR 4' 10'10' -L- (ALDRIDGE STORE RD) 8' MIN TYPICAL SECTION NO. 2 USE BRIDGE TYPICAL SECTION CL -L- POINT GRADE 1' 1" 0.02 1' 1" 0.02 27'-10" F-F 30' OUT-TO-OUT WIDTH 10 PRESTRESSED CONC. CORED SLAB UNITS 10'10'3'-11"3'-11" BARRIER RAIL 42" CONCRETE BRIDGE TYPICAL SECTION NO. 1 FOR BRIDGE OVER GROUNDNUT CREEK MILL EX. PAVEMENT 25'/inch of surface lift INCIDENTAL MILLING PAVEMENT KEY-IN DETAIL (TIE-IN) PAVEMENT EXISTING MILLING. IS NOT PLACED ON THE SAME DAY AS THE FINAL LAYER OF SURFACE COURSE MILLING TO ENSURE SMOOTH TRAVEL IF WILLBE REQUIRED IMMEDIATELY AFTER NOTE: A TEMPORARY ASPHALT WEDGE V TO ENSURE A PROPER TIE-IN. GRADE MAY BE ADJUSTED BY ENGINEER STATION RANGES ARE APPROXIMATE ONLY. -L- STA 17+73.00 TO STA 19+50.00 -L- STA 14+75.00 TO STA 16+03.00 USE TYPICAL SECTION NO. 1 USE TYPICAL SECTION NO. 2 BARRIER RAIL 42" CONCRETE GRADE TO THIS LINE AS SHOWN ON PLANS. FACE OF GUARDRAIL NOTE: PLACE FDPS TO GRADE TO THIS LINE GRADE TO THIS LINE 1•" MIN. 1•" -L- STA 19+12.50 TO 19+50.00 -L- STA 14+75.00 TO 15+12.50 9" MIN.MIN. Detail Showing Method of Wedging C SURVEY L U E2 C1 E2 3"3" C3 C1 E1 E1 E1 C2C2 E1 "2 17 "2 17WU T T E1 C2 T 3:1 3:1 DETAIL A SEE DETAIL ASEE DETAIL A R 17BP.2.R.90 TO STA 17+24.13 (END BRIDGE) -L- STA 16+51.88 (BEGIN BRIDGE) -L- STA 17+24.13 (END BRIDGE) TO STA 17+73.00 -L- STA 16+03.00 TO -L- STA 16+51.88 (BEGIN BRIDGE) -L- STA 16+03.00 TO -L- STA 16+51.88 (RT) -L- STA 16+03.00 TO -L- STA 16+51.88 (LT) SHOULDER BERM GUTTER LOCATIONS Office of: Prepared in the NC FIRM LICENSE No: P-0339 (919) 732-3883 - (919) 732-6676 (FAX) Hillsborough, NC 27278 320 Executive Ct. EXISTING PAVEMENT. EARTH MATERIAL.T U V W VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL) E1 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO THAN 5•" IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER C1 E2 PAVEMENT SCHEDULE NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, LAYERS. C2 C3 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO BE " ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, •PROP. APPROX. 1 PLACED IN LAYERS NOT LESS THAN 1" OR GREATER THAN 1•" IN DEPTH. PROP. APPROX. 6" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. MILLING BITUMINOUS PAVEMENT. 0" TO 1•" IN DEPTH. R SHOULDER BERM GUTTER. D.I. STD. 840.14 OR STD. 840.15G.D.I. TYPE "A" STD. 840.17 OR 840.26G.D.I. TYPE "B" STD. 840.18 OR 840.27G.D.I. TYPE "D" STD. 840.19 OR 840.28G.D.I. FRAME WITH GRATE STD. 840.22G.D.I. FRAME WITH TWO GRATES STD. 840.22G.D.I. (N.S.) FRAME WITH GRATE STD. 840.24G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24D.I. FRAME & GRATE STD. 840.16CORR. STEEL ELBOWS NO. & SIZEPIPE REMOVAL LIN.FT.CONC. COLLARS CL. "B" C.Y. STD 840.72CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71GUARDRAIL SUMMARY "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. LENGTH SHOP CURVED DOUBLE FACED WARRANT POINT APPROACH END TRAILING END DIST. FROM E.O.L. TOTAL SHOUL. WIDTH FLARE LENGTH APPROACH TRAILING APPROACH TRAILING END END END END W ANCHORS REMARKS "N" STRAIGHT SURVEY LINE BEG. STA.END STA.LOCATION XI MOD 350 M-350 XIII VI MOD BICCAT-1 AT-1 LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER) TYPE 350 ATTENUATOR IMPACT GUARDRAIL FACED SINGLE GUARDRAIL EXISTING REMOVE GUARDRAIL EXISTING STOCKPILE AND REMOVE EA G NG G = GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 SIZE A BQUANTITIESFOR DRAINAGESTRUCTURESENDWALLS STATION STRUCTURE NO.R.C.P.C.S.P..109.079.109.064.064.064.064.079PER EACH (0' THRU 5.0')5.0' THRU 10.0'10.0' AND ABOVE* TOTAL L.F. FOR PAYQUANTITY SHALL BE COL.'A' + (1.3 X COL.'B')FROMTOTYPE OF GRATE FE GC.B. STD. 840.01 OR STD. 840.02ABBREVIATIONS LOCATION (LT,RT, OR CL)REMARKS 12"15"18"24"30"36"42"48" STANDARD 840.03 AND HOOD FRAME, GRATES 18" SIDE DRAIN PIPECU. YDS.15" SIDE DRAIN PIPE24" SIDE DRAIN PIPEOR GAUGE THICKNESS *FT. LIN.TOP ELEVATIONINVERT ELEVATIONINVERT ELEVATIONSLOPE CRITICALOTHERWISE) NOTED (UNLESS STD. 838.80 OR STD. 838.11 STD. 838.01, C.B. N.D.I. D.I. J.B. M.H. CATCH BASIN NARROW DROP INLET DROP INLET JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLETT.B.D.I. T.B.J.B.TRAFFIC BEARING JUNCTION BOX G.D.I.GRATED DROP INLET G.D.I. (N.S.) (NARROW SLOT) GRATED DROP INLET 48"42"36"30"24"18"15"12" (RCP, CSP, CAAP, HDPE, or PVC) DRAINAGE PIPE (UNLESS NOTED OTHRWISE) C.S. PIPE (UNLESS OTHERWISE NOTED) CLASS III R.C. PIPE SUMMARY OF EARTHWORK IN CUBIC YARDS -L- WASTEBORROWUNDERCUTLOCATIONEXCAVATION UNCLASSIFIED LT TL-3 TYPE-III TOTALS 15"18" EMBT+25% TOTALS G.D.I STD. 840.35 AND 340.20GRAND TOTAL SAY G.D.I. FRAME (N.S. FLAT) W/2 STD. 840.29T.B.D.I STD. 840.357DO NOT USE RCPDO NOT USE CSPDO NOT USE CAAPDO NOT USE HDPEDO NOT USE PVC12" STRUCTURES, SECTION 300-5". FOR PROJECT CONSTRUCTION STAKEOUT. SEE "STANDARD SPECIFICATIONS FOR ROADS AND NOTE: INVERT ELEVATIONS INDICATED ARE FOR BID PURPOSES ONLY AND SHALL NOT BE USED 15+53.00 16+53.005/28/99SHEET NO.PROJECT REFERENCE NO. 3B-1 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 21-MAY-2021 11:06B-4569_Rdy_sum.dgnjeff.muhlbauerT.B.D.I WITH FRAME & GRATE STD. 840.35100' GREU 117'-0"4'-0"50 -L-RT15+53.00 16+53.00 100' 1 17'-0"4'-0"50 50 75' -L- STA. 14+75.00 TO 16+51.00 146156 154 160 STATIONSTATION LINE SURVEY 2 YD TOTAL: -L-16+53.00 CL SAY: 16+03.00 LT/ RT/ CL LOCATION SUBTOTAL 350' 200' PAVEMENT REMOVAL SUMMARY OF LESS ANCHOR DEDUCTION GREU TL-3 4@50.00' 4@18.75' 1 1 1 1 4 4 1 1 1 TYPE-III -L-17+23.00 17+98.00 RT 75'LT 75'17+98.0017+23.00-L- 16+53.00 16+53.00 17+23.00 17+23.00 1 50 4'-0"7'-0" 7'-0"4'-0" 10 10 15 16+10 -L-LT 04010402 0402 0402 0403 0404 0405 0403 0405 0405 0406 0406 16+10 -L- 16+24 -L- 16+38 -L- 16+10 -L- 16+10 -L- 16+24 -L- 16+38 -L- LT LT LT RT RT RT RT 8' 1 1 1 1 1 1 1 1 1 1 1 1 74.6 74.8 78.9 74.8 74.9 78.9 74.0 74.8 78.9 74.8 74.9 78.9 12' 24' 24'G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.2922 4448'20' 8 2 43 114 112 35 -L- STA. 17+24.00 TO 19+50.00 SUBTOTAL SUBTOTAL PROJECT TOTAL 2 114 112 8 43 35 EST. 5% TO REPLACE TOP SOIL ON BORROW PIT SUMMARY 2 SUMMARY 1 -L-17+23.00 17+73.00 CL 120 121 241 250 ADDITIONAL GUARDRAIL POSTS 4 SELECT GRANULAR MATERIAL = 300 CY ESTIMATED UNDERCUT = 300 CY 17BP.2.R.90 75' WILL BE PAID FOR AT THE LUMP SUM PRICE FOR "GRADING". FINE GRADING, CLEARING AND RUBBING, AND REMOVAL OF EXISTING PAVEMENT APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION, BORROW EXCAVATION, Office of: Prepared in the NC FIRM LICENSE No: P-0339 (919) 732-3883 - (919) 732-6676 (FAX) Hillsborough, NC 27278 320 Executive Ct. vvvv18" HDPE 48" WD48" WD 48" WD 15" RCP 36" WD 36" WD 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 WOODED WOODED WOODED WOODED WOODED WOODED S 59°42'47" W 172.30'S 35°47'01" E26.32'S 35°47'01" E200.00' N 58°42'59" E 200.00'S 35°47'01" E208.57'N 26°24'37" W210.27'N 26°30'34" W210.03' N 74°41 '30" E 209.89 'N 26°30'34" W46.59' S 44°49'00" E 31.46' S 44°49'43" E 45.83'S 26°46'34" E337.91' S 4 5 ° 2 7' 5 7 " E1 8 4. 1 5'S 23°39'02" E137.85'333.73'S 35°47'01" E226.79' N 58°23'23" E 97.95'N 4 2 ° 0 2' 0 0 " W3 5 2. 2 4' DB 1264 PG 903 CHARLES E. ROUSE DB 981 PG 170 DB 1267 PG 474 ALBRET L. ROUSE,et ux DB 981 PG 176 GARY A. CROUSE DB 1145 PG 775 GARY A. CROUSE PC 5 SLIDE 98 GARY A. CROUSE DB 1145 PG 775 PC 5 SLIDE 98 DB 1027 PG 121 PC 5 SLIDE 98 GARY L. TAYLOR,et ux DB 1287 PG 443 JESSE R. HARRISON, et ux JESSE R. HARRISON, et ux DB 1287 PG 443 DB 17257 PG 30 KENNETH G. HARRISON PC 3 SLIDE 390 PC 3 SLIDE 390 PC 3 SLIDE 390GROUNDNUT CREEKPROPERTY LI NE RUNS WI THEIP EIP EIP EIP EIP EIP EXISTING R/W MONUMENT EIP EIP -BL- 3 -BL- 2 -BL- 1 0. 7 2' R/W TO EI P0. 0 9' R/W TO EI P0.08' R/W TO EI P48" WD EIP 70.00'EXISTING R/W EXISTING R/W 70.00'EXISTING R/W EXISTING R/W N 58°23'23" E OLD ROAD BED T T CCGROUNDNUT CREEKAMY L. ALDRIDGE DB 1669 PG 840 AMY L. BROWN,et al DB 1750 PG 874 CHARLES E. ROUSE DB 1264 PG 903 ANNE D. ROUSE DB 981 PG 182 CORY L. BRACY, et ux DB 1722 PG 881 CHARLES E. ROUSE DB 1264 PG 903 ********************************** R/R SPIKE SET IN 18" HARDWOOD BL STATION 17+33.00 126 RIGHT N 575711 E 2374011 BM1 ELEVATION = 71.44 ********************************** BRIDGE #68 50 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 40 40 EXCAVATE TO 73.5 FT 5 S.Y. GEOTEXTILE CL B RIP RAP 1 TON RETAIN RETAIN RETAIN RETAIN EXISTING TOE TO EL 75.5 FT CLASS II RIP RAP FROM 16+41 -L- LT & RT SBG FROM 16+03 TO 5 S.Y. GEOTEXTILE CL B RIP RAP 1 TON EXCAVATE TO 73.5 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' 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 TOE TO EL 75.5 FT CL II RIP RAP FROM EXISTING TO EL 75.5 FT EXISTING TOE CL II RIP RAP FROM DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 320 Executive Ct. NC FIRM LICENSE No: P-0339 Office of: Prepared in the PI Sta 12+57.41 D L = 111.22' T = 55.61' R = 3,298.50' PI Sta 13+90.10 D L = 154.01' T = 77.09' R = 1,377.34'101520-L- POT Sta. 10+00.00 -L- PC Sta. 12+01.80 -L- PCC Sta. 13+13.01 -L- PT Sta. 14+67.02 -L- POT Sta. 22+12.09 -L- -L- STA. 14+75.00 BEGIN TIP PROJECT 17BP.2.R.90 -L- STA. 19+50.00 END TIP PROJECT 17BP.2.R.90 TYPE-III TYPE-III TYPE-III TYPE-III GREU TL-3 GREU TL-3 TL-3 GREU TL-3 GREU -L- STA. 17+24.13 END BRIDGE -L- STA. 16+51.88 BEGIN BRIDGE -L- STA. 17+35.00 END APPROACH SLAB-L- STA. 16+41.00 BEGIN APPROACH SLAB -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 1 220201010200 020240403020210'10'+29.00TYP. INC. 27' 8:1 8:1 8:1 8:120'10'10'+23.00TYP. INC. 27'03INSIDE CONSTRUCTION EASEMENT DISTURB AS FEW TREES AS POSSIBLE 15" RCP-III 15" RCP-III TB 2GI TB 2GI 15"15"0404 0406 0405 0402 0403 0401 TB 2GI TB 2GI ELEV = 80.45' -L- STA 14+75.00 BEGIN GRADE (-)1.5363% EXIST GRADE (+)1.5684% EXIST GRADE DS = 44 MPH DS = 55 MPH ELEV = 80.65 -L- STA 19+50.00 END GRADE PI = 19+05.00 EL = 80.16' VC = 90' K = 117 PI = 15+65.00 EL = 79.08' (-)1.5222%(+)0.3176% VC = 140' K = 76 (+)0.3176%(+)1.0889% DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 710 = 25 = 74.5 = 1350 = 100 = 75.3 = 4400 = 500+ = 79.5 = 4/30/19 = 68.8 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 SLABREVISIONS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/9921-MAY-2021 11:07B-4569_Rdy_psh.dgnjeff.muhlbauer4 -L- SR 1515 (ALDRIDGE STORE RD.) 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 17BP.2.R.90 F F F F F F F F F 81.32 80.85 80.45 BEGIN PROJECT -L- STA. 14+75.00 80.07 79.59 paid for at the contract lump sum price for "Grading." Fine Grading, Clearing and Grubbing, and Removal of Existing Pavement will be Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation,3:13:1 0.0400.020 3:13:1 0.0310.011 3:13:1 0.0210.001 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 Office of: Prepared in the NC FIRM LICENSE No: P-0339 (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive 21-MAY-2021 11:07B-4569_Rdy_xpl.dgnjeff.muhlbauerPROJ. REFERENCE NO.SHEET NO.0 70 70 75 75 80 80 65 65 14+25.00 75 75 80 80 70 70 14+50.00 75 75 80 80 70 70 14+75.00 75 75 80 80 70 70 15+00.00 75 75 80 80 70 70 15+25.00 X-1 -L- 2.5 5 17BP.2.R.90 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 79.15 78.87 78.73 78.62 3:13:1 0.0200.008 3:13:1 0.0200.017 3:13:1 0.0200.020 3:13:1 0.0200.020 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 Office of: Prepared in the NC FIRM LICENSE No: P-0339 (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive 21-MAY-2021 11:07B-4569_Rdy_xpl.dgnjeff.muhlbauerPROJ. REFERENCE NO.SHEET NO.0 75 75 80 80 70 7015+50.00 75 75 80 80 70 7015+75.00 75 75 80 80 70 7016+00.00 75 75 80 80 70 7016+25.00 X-2 -L- 2.5 5 17BP.2.R.90 78.59 BEGIN BRIDGE -L- STA. 16+51± 68.12 70.29 END BRIDGE -L- STA. 17+24± 78.66 2:12:1 0.0200.020 0.0200.020 0.0200.020 2:12:1 0.0200.020 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 Office of: Prepared in the NC FIRM LICENSE No: P-0339 (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive 21-MAY-2021 11:07B-4569_Rdy_xpl.dgnjeff.muhlbauerPROJ. REFERENCE NO.SHEET NO.0 75 75 80 80 85 85 70 7016+50.00 65 65 70 70 75 75 80 80 60 60 16+75.00 70 70 75 75 80 80 85 85 65 65 17+00.00 75 75 80 80 70 70 17+25.00 X-3 -L- 2.5 5 17BP.2.R.90 78.69 78.79 78.99 79.22 79.50 2.7:13:1 0.0200.020 3:13:1 0.0200.020 3:13:1 0.0200.020 3:13:1 0.0200.020 3:13:1 0.0200.020 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 Office of: Prepared in the NC FIRM LICENSE No: P-0339 (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive 21-MAY-2021 11:07B-4569_Rdy_xpl.dgnjeff.muhlbauerPROJ. REFERENCE NO.SHEET NO.0 75 75 80 80 70 70 17+50.00 75 75 80 80 70 7017+75.00 75 75 80 80 70 7018+00.00 75 75 80 80 70 7018+25.00 75 75 80 80 70 7018+50.00 X-4 -L- 2.5 5 17BP.2.R.90 79.80 80.06 80.31 80.64 END PROJECT -L- STA. 19+50.00 81.04 3:13:1 0.0200.020 3:13:1 0.0200.020 3:13:1 0.0210.020 3:10.0300.024 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 Office of: Prepared in the NC FIRM LICENSE No: P-0339 (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive 21-MAY-2021 11:07B-4569_Rdy_xpl.dgnjeff.muhlbauerPROJ. REFERENCE NO.SHEET NO.0 75 75 80 80 70 70 18+75.00 75 75 80 80 70 70 19+00.00 75 75 80 80 70 70 19+25.00 75 75 80 80 85 85 70 70 19+50.00 75 75 80 80 70 70 19+75.00 X-5 -L- 2.5 5 17BP.2.R.90 81.45 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 Office of: Prepared in the NC FIRM LICENSE No: P-0339 (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive 21-MAY-2021 11:07B-4569_Rdy_xpl.dgnjeff.muhlbauerPROJ. REFERENCE NO.SHEET NO.0 75 75 80 80 70 70 20+00.00 X-6 -L- 2.5 5 17BP.2.R.90