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Home My WebLink About20191549 Ver 1_2017.07.28.U5788-PreliminaryPlans_20191112S mith Ave.Northside Dr.Ave. Bailey St. 1357 1357 1357 1358 1173 1362 Sha ll ott e Ave .Mul b e rr y Rd. Extension F orest Dr. Northside D r. Arnold St. Russ St.Mul be r r ySt. White St. John St. Millken St. Quail Dr. WhipoorwillLn.SunriseAve.Wall St. Cheers St. Al St. Pine St. Hinson St.Bl uff Dr. Powell St.HolmesSt. Heron Tr. Oak Ridge St.BurkeLn.Stuart Ln.EdgewaterDr.Suburban St.PaulsTr.MadisonSt.St. Marys Dr.Ri d g e WayRa nd all St.BranchWoodw ardBranch St. James Church Camp Church Grace Church Main St. Ocean 1173 1357 Hwy .SITE PROJECT Shallotte 17 BUS 17 BUS 17 VICINITY MAP 17 TOWN LIMITS TOWN LIMITS 130 130 4 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 SIGNATURE: SIGNATURE: P.E. P.E. 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 See Sheet 1-A For Index of Sheets 7/28/2017...\Proj\u5788_rdy_psh_01_tsh.dgnUSER:JHefnerCONTRACT:TIP PROJECT:U-5788ARTMEN N ASO H DEPT O F TRA S PORTTIONTATEOFNRTCAR O LI NA44360.1.1 PE, UTIL., R/W CONST. U-5788 D T V = = = = = = % % MPH ADT ADT % * PROJECT LENGTHDESIGN DATA * TTST = 1% K AUGUST 15, 2019 GREG S. PURVIS, PE TOTAL LENGTH TIP PROJECT U-5788 LENGTH ROADWAY TIP PROJECT U-5788 Prepared in the Office of: ENGINEERING ETHERILL RIGHT OF WAY DATE: LETTING DATE: PROJECT ENGINEER PROJECT DESIGN ENGINEER NCDOT CONTACT: 2012 STANDARD SPECIFICATIONS EDWARD G. WETHERILL, PE DAVID LEONARD, PE DIVISION 3 DDC ENGINEER 2040 3 40 DUAL = 2% Bus: 919.851.8077 Fax: 919.851.8107 License No. F-0377 1223 Jones Franklin Rd. Raleigh, N.C. 27606 Castle Hayne NC, 28249 5501 Barbados Boulevard Prepared for: DIVISION 3 DIVISION OF HIGHWAYS N/A 20 40 20 401020 1020 8442 BRUNSWICK COUNTY LOCAL URBANFUNC. CLASS = RESURFACING, & PAVING GRADING, DRAINAGE, CURB & GUTTER, SIGNAL, THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF SHALLOTTE. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MODIFIED.TO W HI TE ST.TO US 17TO DEAD END25% PLANSAND SHALLOTTE AVENUE (NON-SYSTEM) INTERSECTION AT US 17 BUSINESS (MAIN STREET) REALIGNMENT OF WALL STREET (NON-SYSTEM)SHALLOTTE AVENUE-L- STA. 19+21.12 END TIP PROJECT U-5788 -L- STA. 10+00.00 BEGIN TIP PROJECT U-5788 = 0.174 MILES = 0.174 MILESTO US 17WALL STREET -L-(MAIN ST.)US17 BUSINESS2,300 1,500 60 12 -Y1--Y1--Y1- STA. 16+85.00 END CONSTRUCTION -Y1- STA. 15+35.00 BEGIN CONSTRUCTION -Y2- STA. 10+13.50 BEGIN CONSTRUCTION-Y2-HEROES WAYJULY 2, 2018 5 -Y2- STA. 11+50.00 END CONSTRUCTION 2019 N A D 83 / N A 2011 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 Baseline Control Point RIGHT OF WAY: Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access Proposed Control of Access Proposed Right of Way Line C F Existing Easement Line Proposed Temporary Construction Easement Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Utility Easement 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 Corner 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 WW 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. 1BU-5788 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 JS04/06/15Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland Proposed Permanent Easement with Iron Pin and Cap Marker Proposed Temporary Utility Easement TUE Iron Pin and Cap Marker Proposed Right of Way Line with DUEProposed Permanent Drainage / Utility Easement AUEProposed Aerial Utility Easement CRProposed Curb Ramp CONVENTIONAL PLAN SHEET SYMBOLS Underground Storage Tank, Approx. Loc. Geoenvironmental Boring Concrete or Granite R/W Marker Proposed Right of Way Line with C A Concrete C/A Marker Proposed Control of Access Line with 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 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER 2A-1U-5788 PAVEMENT DESIGN6/2/997/28/2017...\u5788_rdy_psh_02A-1_typ.dgnUSER:JHefnerDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED POINT GRADE .02 .02 TYPICAL SECTION NO. 1 USE TYPICAL SECTION NO. 1 10’2’ 0.02 R1 T GRADE TO THIS LINE GRADE TO THIS LINE -L- STA. 10+21.50 TO -L- STA. 15+40.00 C2 D1 E1 6" 11’ E1 C1 U V TO KEY IN MILL NOTCH 1.5" 50’ BUTT MILLING DETAIL NOTE: MILL AT ALL TIE POINTS GROUND EXISTING 3:1 MAX3:1 MAXSEE X-SECTI ONSVAR. SEE X-SECTIONSVAR. { -L- (WALL ST.) NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. P A V E M E N T S C H E D U L E (PRELIMINARY PAVEMENT DESIGN) EARTH MATERIAL.T EXISTING PAVEMENT.U 4" CONCRETE SIDEWALK.SPROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, D1 TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E1 V MILLING BITUMINOUS PAVEMENT. 1" DEPTH. AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 1" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C1 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. C2 S 4’5’ 11" 22’5.5’5.5’ R2R2 C2 D1 E1 11" R1 2’-6" CONCRETE CURB AND GUTTER. R2 1’-6" CONCRETE CURB AND GUTTER. 10’2’ 0.02 R1 T 6" E1 GROUND EXISTING 3:1 MAX 3:1 MAXSEE X-SECTIONSVAR.SEE X-SECTI ONSVAR. S 4’5’ TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2 { -L- (WALL STREET)4:13:1 .02 C2 D1 E1 3’8’ T GRADE TO THIS LINE 11" POINT GRADE GROUND EXISTING -L- STA. 15+40.00 TO -L- STA. 18+12.70 4:1 3’8’ T GROUND EXISTING .02 3:1 MAX.3:1 M A X. .08.08 3:1 M A X. 11’ TO 16.5’ VARIES 11’ TO 16.5’ VARIES -L- STA. 18+12.70 TO -L- STA. 19+21.12 TRANSITION TO EXISTING NOTE: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER PAVEMENT DESIGN DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER 2A-2U-5788 PAVEMENT DESIGN6/2/997/28/2017...\u5788_rdy_psh_02A-2_typ.dgnUSER:JHefnerDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U C1 TYPICAL SECTION NO. 3 EXIST. V VARIES EXIST. VARIES POINT CROWN 12’2’ 0.02 R1 EXIST. PAVEMENT SAW CUT & REMOVE T 3’-6" S GRADE TO THIS LINE 1’ MIN. GROUND EXISTING 3:1 MAX 3:1 MAXSEE X-SECTIONSVAR.SEE X-SECTI ONSVAR. C2 USE TYPICAL SECTION NO. 3 6" D1 E1 11" -Y1- STA. 15+35.00 TO -Y1- STA. 16+85.00 { -Y1- (US 17 BUS.) TYPICAL SECTION NO. 4 USE TYPICAL SECTION NO. 4 -Y2- STA. 10+75.00 TO -Y2- STA. 11+06.50 { -Y2- (HEROES WAY) 10’2’ 0.02 R1 T 6" E1 GROUND EXISTING 3:1 MAX3:1 MAXSEE X-SECTI ONSVAR. SEE X-SECTIONSVAR. 12’12’ VAR.VAR. C2 D1 E1 GRADE TO THIS LINE 11" POINT GRADE 2’ 0.02 R1 T 6" GROUND EXISTING 3:1 MAX 3:1 MAXSEE X-SECTIONSVAR.SEE X-SECTI ONSVAR. S 5’ E1 9.25’ 15.25’ C1 1" S9.5B C2 3" S9.5B D1 4" I19.0B E1 4" B25.0B R2 1’-6" C & G R1 2’-6" C & G S 4" SIDEWALK T EARTH MATERIAL U EXIST. PAVEMENT V 1" MILLING PAVEMENT SCHEDULE (PRELIMINARY PAVEMENT DESIGN) FINAL PAVEMENT DESIGN INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER PAVEMENT DESIGN DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL STATION SUMMARY OF EARTHWORK STATION EXCAV. UNCL.BORROW WASTE +% EMBANK. GRAND TOTAL: IN CUBIC YARDS -L- STA. 10+45.00 -L- STA. 19+21.12 -Y1- STA. 15+35.00 -Y1- STA. 16+85.00 673 WASTE TO REPLACE BORROW 7171999 1999 2100SAY:12/06/07DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA COMPUTED BY: CHECKED BY:DATE: DATE:SHEET NO.PROJECT REFERENCE NO.7/28/2017...\u5788_rdy_psh_03B-1_summaries.dgnUSER:JHefnerU-5788 3B-1 JCH 07/28/2017 GSP 07/28/2017 1853 9 -Y2- STA. 10+75.00 -Y2- STA. 11+06.50 35 TOTAL: 115 106 1180 1286 1282 31 4 4 -4 -4 72" CHL 48" CHL 2 5 EIPBRBRBRBRBRBR BRBRBRBRCONC CONC RAMPSSSSSSS BSTCONCCONCCONCCONCMTL CANOPYGAS PUMP BASESCROSSWALK LIGHTCROSSWALK LIGHTBL-104MTL LIGHT POLECROSSWALK LIGHTCROSSWALK LIGHTCONC36" WOOD8" BR WALLMTL LIGHT POLE18" RCP15" DIP 12" DIP18" RCP30" RCP 24" RCP15" RCP36" RCP15" HDPE24" RCP15" RCP 15" RCP 18" RCP 18" RCP18" RCPBST CONC LOADING DOCK 12" HDPE12" HDPE12" HDPEBST WET WELL BY1-203CONC INV=19.38’ DI FOUND END NOT DI FOUND END NOT DI SDMH TOP=21.14’ DI DI DI DI DI DI DIDIDIDIDIFOUNDEND NOTDIDI12" C&G30" C&G30" C&GUS 17 BUS (MAIN STREET) 40’ BSTUS 17 BUS (MAIN STREET) 40’ BSTDI18" RCP DIDI18" RCP18" RCPDI18" RCPFOUNDEND NOTDI18" RCP 15" RCP15" RCPFES 18" RCP 15" HDPE 1SBK BUSCONCCONCCONC CONCCONC CONC BSTBST BST BST BST S 3944’43" E 26.82’AXLE92.93’ TOTAL1.53’ R/W TO AXLEEIP 75.63’ TOTAL 1.80’ R/W TO EIP EIP EIP 0.38’ R/W TO EIPEIPEIPEIPEIP EIPEIP EIP1.65’ EIP TO R/W1.58’ EIP TO R/WN 4002’30" W 50.08’S 5032’04" W76.52’S 40 06’25" E 34.53’ S 40 06’25" E 50.05’ N 3955’59" W 50.03’ N 3955’59" W 15.00’N 5030’45" E101.31’N 5030’45" E101.13’N 5030’45" E100.69’ TOTAL0.59’ R/W TO EIPEIP N 5030’45" E100.86’S 40 06’25" E 15.47’N 5030’45" E101.50’N 4950’33" E203.76’80.00’EXISTING R/WEXISTING R/WEXI STI NG R/ W EXISTING R/W EXISTING R/W35.00’EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEIP EIP S 3903’38" E 128.03’ S 3903’38" E 47.32’ S 3903’38" E 49.78’ S 3903’38" E 25.00’0.68’ EIP TO R/WEIPN 4951’40" E100.49’N 3829’06" W 64.49’ EIP PB 02.5 PG 22415’ ALLEYPB 02.5 PG 22415’ ALLEY30" C&G30" C&G30" C&G30" C&G30" C&GCONC24" C&G24" C&G6" CONC CURB6" CONC CURB6" CONC CURB 6" CONC CURB 6" CONC CURB 6" CONC CURB6" CONC CURB6" CONC CURB 6" CONC CURBCONCBSTBST 6 7 8 19 2 0 2 1 2 2 PK NAILS 6" CONC CURB18" RCP BOLLARDSBOLLARDSCONCLANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREAHANDICAP RAMPHANDICAP RAMPHANDICAP RAMPHANDICAP RAMP72" CHL HANDICAP RAMP CONC 7.5’ CONC7.5’ CONC7.5’ CONC7.5’ CONC7.5’ CONC7.5’ CONC7.5’ CONC5’ CONC 5’ CONC 5’ CONC S 5030’45" WS 5030’45" W99.71’S 5042’38" W99.77’S 5042’38" W99.93’N 4950’23" E151.18’S 40 30’12" E S 3955’59" E 75.88’ S 4002’30" E 175.53’ CONC 15" RCP NOT IN SERVICE DRIVEWAY PIPE POSSIBLE FORMER S 4113’45" E 33.83’N 5014’21" E15.98’N 5014’21" E35.07’S 3944’43" E 126.67’S 5042’38" W100.26’N 3945’08" W 50.16’ N 3945’08" W 63.74’ N 4001’33" W N 4001’33" W 15.00’ N 4001’33" W 35.91’ WOODS WOODS WOODS WOODS 99.65’ R/W TO CORNEREOIEOIEOI Power MetersFM ValvesFM ValvesT T T T T T T T CCCCCCS S S S S S HHHHHHHHT GENE G & GRACIE EVANS DB 647 PG 328 GENE G & GRACIE EVANS DB 647 PG 332 LLOYDS OYSTER HOUSE INC SHALLOTTE ABC BOARD PB 02.5 PG 224 DB 1867 PG 53 CAROLYN SWEATT EDWARD M & PB 02.5 PG 224 DB 1725 PG 609 DB 612 PG 1088 DB 541 PG 649 TOWN OF SHALLOTTE PB 90 PG 38 DB 3656 PG 892 TOWN OF SHALLOTTE PB 83 PG 50 DB 3517 PG 1296 TOWN OF SHALLOTTE PB 02.5 PG 224 DB 513 PG 667 SHALLOTTE CITY HALL PB 02.5 PG 224 DB 408 PG 212 TOWN OF SHALLOTTE PB 52 PG 54 DB 2649 PG 897 TOWN OF SHALLOTTE PB 52 PG 68 DB 1564 PG 420 WILLIAM D MILLIGAN DB 1522 PG 800 BRITT AND HEWETT INC DB 577 PG 1085 TOWN OF SHALLOTTE PB 81 PG 96 DB 3491 PG 82 TOWN OF SHALLOTTE PB 02.5 PG 224 DB 3491 PG 68 TOWN OF SHALLOTTE PB 2.5 PG 224 DB 3509 PG 314 DB 479 PG 785 SHALLOTTE OF TOWN PB 02.5 PG 224 DB 3199 PG 459 SHALLOTTE OF TOWN 1SBK BUS1SF BUS CONC WALL STREET VARIABLE WIDTH BST 5’ CONC 1SBK BUS BST BST 15 15010200010201-Y2- POT Sta.11+50.00 -Y2- POT Sta.10+00.00 020201000102CR CR CR CRCR CR CR CR CR CR -Y1- STA. 16+85.00 AND RESURFACING END MILLING END CONSTRUCTION -Y1- STA. 15+35.00 BEGIN MILLING AND RESURFACING BEGIN CONSTRUCTION -Y1- POT STA. 15+80.00 -L- POT STA. 10+00.00 = BEGIN TIP PROJECT U-5788 32’ INC. TYP +20.0032’ INC. TYP +41.005’ SIDEWALK 5’ SIDEWALK7.5’ SIDEWALK-Y2- STA. 10+13.50 BEGIN CONSTRUCTION22’11’11’2’-6" C&G 1’-6" C&G 1’-6" C&G 2’-6" C&G 20’ R19.75’ R 34’ R +00.8012’ 12’ 20’ R 04 04 03 03 -L- POT Sta. 14+60.00 -Y2- POT Sta.10+50.00 = CR CR CR 02010000-Y2- STA. 11+50.00 END CONSTRUCTION 2040 ADT WALL STREET 1300 800 1100 700 2300 1500 2500 1600 1100 700 1100 700 43100 27600 42900 27400 SHALLOTTE AVENUE -L--Y- (US17 BUS.) MAIN STREET2019 ADT N A D 83 / N A 2011 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.7/28/2017...\Proj\u5788_rdy_psh_04.dgnUSER:JHefner8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-5788 4 PROP CONC SIDEWALK PAVEMENT REMOVAL PROPOSED SIGNAL FOR PROFILES, SEE SHEET NO. 5 MATCHLINE -L- STA. 15+20.00 SEE SHEET 5Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED C C F C C C F F F F F F F C F C F C F BY1-205 BENCH TIE NAIL IN 27" PINE ELEV=16.01’ 41’ RIGHT -BY- STA 13+38 BM#3 EIP EIP EIP EIP EIP EIP EIP EIP EIPEIP EIP EIP EIP EIP S 3847’04" E 90.94’S 4900’43" W49.31’N 3916’44" W 35.55’N 4944’45" E99.87’N 3942’15" W 89.68’N 5022’50" E100.46’S 3515’42" E 59.49’ S 4124’43" E 15.31’N 5015’31" ES 4117’22" E 100.00’N 4958’39" E100.29’N 3907’50" W 75.03’ S 3914’55" E 125.01’S 5023’30" WS 3912’51" E EIP 0.19’ R/W TO EIP96.83’ TOTAL0.17’ EIP TO R/W195.64’ TOTAL0.16’ R/W TO EIP99.41’ TOTAL0.44’ EIP TO R/W1S MTL BUS35.00’25.00’ 25.00’ WOODS WOODS WALL STREET VARIABLE WIDTH BST TOWN OF SHALLOTTE PB 60 PG 4 DB 2933 PG 785 TOWN OF SHALLOTTE TOWN OF SHALLOTTE PB 71 PG 33 DB 3190 PG 889 TOWN OF SHALLOTTE PB 67 PG 24 DB 3091 PG 933 TOWN OF SHALLOTTE PB 89 PG 74 DB 3658 PG 314 TOWN OF SHALLOTTE PB 89 PG 74 DB 3658 PG 316 TOWN OF SHALLOTTE PB 89 PG 74 DB 3658 PG 314 TOWN OF SHALLOTTE PB 2.5 PG 224 DB 3509 PG 314 PB 81 PG 54 DB 3485 PG 1083 TOWN OF SHALLOTTE PB 81 PG 54 DB 3492 PG 1036 S 3914’55" E 133.71’ S 7825’01" E 79.45’ CONC CONC CONC CONC SOILT T SOIL12" RCP DI INV=14.75’ 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP DI INV=12.80’INV=6.44’ T CONC FOUND END NOT 12" RCP CONC 2 4 EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W 2 6 2 7 2 8 15" HDPE 15" RCP BY1-204 1SBK G CONC BST DI WALL STREET VARIABLE WIDTH BST INV=18.09’ FES WATER/DEBRIS FILLED WITH FOUND END NOT 1.5SBK FIRE STATION & EMS N 5001’10" E150.79’35.00’EXISTING R/W S 3903’38" E 25.00’0.68’ EIP TO R/WN 3847’04" W 110.55’ LANDSCAPE AREA W S 5030’45" W99.61’CONC CONC N 3928’19" W 224.91’99.65’ R/W TO CORNERCCCCTMeterEmpty Water SS MeterEOI EOIEOIEOIT TC CTOWN OF SHALLOTTE PB 52 PG 68 DB 1564 PG 420 SHALLOTTE OF TOWN PB 02.5 PG 224 DB 3199 PG 459 TOWN OF SHALLOTTE PB 02.5 PG 224 DB 3245 PG 1198 TOWN OF SHALLOTTE PB 2.5 PG 224 DB 3245 PG 1198 WOODS 1SBK BUS 11’11’ -L- PC Sta.15+80.00 -L- PT Sta.16+93.70 -L- PC Sta.18+05.70 -L- PT Sta.19+21.1220 -L- POT Sta.20+43.12000001020304040302010000010203-L- STA. 19+21.12 END TIP PROJECT U-5788 PI STA. 16+37.24 D D L = 113.70’ T = 57.24’ R = 400.00’ PI STA. 18+63.81 D D L = 115.42’ T = 58.11’ R = 400.00’ SE = 0.040 FT/FT SE = 0.040 FT/FT -L- N A D 83 / N A 2011 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.7/28/2017...\Proj\u5788_rdy_psh_05.dgnUSER:JHefner8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-5788 5 PROP CONC SIDEWALK PAVEMENT REMOVAL FOR PROFILES, SEE SHEET NO. 5 MATCHLINE -L- STA. 15+20.00 SEE SHEET 4Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED C F F F C C F C F C F F F U-5788 6 5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 8 12 16 20 24 28 32 36 40 44 8 12 16 20 24 28 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 8 12 16 20 24 28 32 36 40 44 8 12 16 20 24 28 32 36 40 44 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -L- PI = 10+45.00 EL = 21.85’ (-)2.0000%(+)2.0000% VC = 46’ PI = 12+95.00 EL = 26.85’ (+)2.0000%(-)4 .0 0 00% VC = 270’ K = 11 DS = 15 MPH K = 45 DS = 40 MPH EL = 22.32 -L- STA. 10+21.50 BEGIN GRADE EL = 20.25 -Y2- STA. 10+50.00 -L- STA. 14+60.00 = -L- PI = 16+00.00 EL = 14.65’(-)4 .0 0 0 0%(+)0.4000% VC = 220’ PI = 17+80.00 EL = 15.37’ (+)0.4000%(-)0.7450% VC = 100’ EL = 14.94 -L- STA. 18+37.72 END GRADE K = 50 DS = 35 MPH K = 87 DS = 50 MPH U-5788 7 5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 7/28/2017...\Proj\u5788_rdy_psh_07_pfl.dgnUSER:JHefnerINCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 12 16 20 24 28 32 36 40 44 48 12 16 20 24 28 32 15+00 16+00 17+00 11+0010+00 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -Y1- TIE TO EXISTING EL = 23.36 -Y1- STA. 15+35.00 BEGIN MILLING & RESURFACING TIE TO EXISTING EL = 21.96 -Y1- STA. 16+85.00 END MILLING & RESURFACING MILL AND RESURFACE (1" DEPTH) BENCHLITE NAIL IN 36" GUM -Y1- STA 16+00.07, 179.99’ LT N 82683.6210 E 2187095.3180 ELEVATION = 24.46’ BENCHMARK 2 -Y2- EL = 19.52 -Y2- STA. 10+13.50 BEGIN GRADE EL = 21.46 -Y2- STA. 11+06.50 END GRADE PI = 10+94.50 EL = 21.14’ (+)2.0000%(+)2.6667% K = 36 DS = 25 MPH VC = 24’ INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS USER:JHefner...\u5788_rdy_xpl.dgn7/28/2017X-1 PROJ. REFERENCE NO.SHEET NO.8/23/99CROSS SECTION INDEX SHEET X-2 X-3 BEGIN STATION END STATION 13+00.0010+45.00 13+50.00 15+50.00 ALIGNMENT -L- -L- (CU. YD.) UNCL. EXC. (CU. YD.) EMBT. CROSS SECTION SUMMARY -- NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT 12+50.00 9 10+45.00 11+50.00 12+00.00 13+50.00 14+00.00 7 L STATION 11+00.00 0 13+00.00 71 X-7 -Y2-10+75.00 11+06.50 22 14+28.25 85 7 X-6 -Y1-15+35.00 16+85.00 0 U-5788 (CU. YD.) UNCL. EXC. (CU. YD.) EMBT. -- 59 49 15+35.00 16+00.00 16+50.00 4 Y1 STATION 15+50.00 4 0 0 75 20 27 68 714+60.00 (CU. YD.) UNCL. EXC. (CU. YD.) EMBT. 28 3 11+00.00 11+06.50 6 Y2 STATION 22 16+85.00 3 3 10+75.00 -- 304 201 143 112 177 15+00.00 12 15+50.00 30 16+00.00 37 16+50.00 45 17+00.00 8 17+50.00 33 88 18+00.00 56 25 18+50.00 45 1 19+00.00 18 0 19+21.12 1 0 135 168 108 102 144 X-3 X-3 -L-16+00.00 18+50.00 -L-19+00.00 19+21.12 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 0 7/28/2017...\u5788_rdy_xpl.dgnUSER:JHefner8/23/99PROJ. REFERENCE NO.SHEET NO. 20 20 20 20 25 25 20 20 25 25 20 20 25 25 20 20 25 25 20 20 25 25 X-2U-5788 -L- 5 10 13+00.00 12+00.00 12+50.00 11+00.00 11+50.00 10+45.00 23.92 0.0100.010 4:1 4:124.19 0.0070.0204:1 4:1 24.63 0.0200.0204:1 4:1 24.63 0.0200.020 4 :14:1 24.48 0.0200.020 4 :14:1 25.08 0.0200.020 4:14:1 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 0 7/28/2017...\u5788_rdy_xpl.dgnUSER:JHefner8/23/99PROJ. REFERENCE NO.SHEET NO. 20 20 25 25 20 20 25 25 20 20 15 15 20 20 25 25 15 15 20 20 15 15 20 20 X-3U-5788 -L- 5 10 15+50.00 15+00.00 14+60.00 14+00.00 13+50.00 14+28.25 24.86 0.0200.0114:1 4:1 23.91 0.0200.0054:1 4:1 0.020 0.015 4:121.67 20.38 4 :1 3:1 17.28 0.020 0.020-Y2-SHEAR LINE19.13 0.0110.011 4 :116.03 0.012 3:10.012 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 0 7/28/2017...\u5788_rdy_xpl.dgnUSER:JHefner8/23/99PROJ. REFERENCE NO.SHEET NO. 10 10 15 15 20 20 10 10 15 15 10 10 15 15 10 10 15 15 10 10 15 15 10 10 15 15 X-4U-5788 -L- 5 10 18+50.00 18+00.00 17+50.00 17+00.00 16+50.00 16+00.00 14.62 0.036 3:10.036 4:1 12.86 0.034 4 :112.25 0.040 3:10.040 4:1 3:112.48 12.36 0.024 3:10.024 4:13:112.56 13.32 0.000 4 :10.000 4:13:113.05 14.14 0.024 4:1 0.024 4:13:113.33 14.81 4 :14:1 3:113.83 0.0290.025 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 0 7/28/2017...\u5788_rdy_xpl.dgnUSER:JHefner8/23/99PROJ. REFERENCE NO.SHEET NO. 10 10 15 15 10 10 X-5U-5788 -L- 5 10 19+00.00 19+21.12 14.00 0.016 13.57 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 0 7/28/2017...\u5788_rdy_xpl.dgnUSER:JHefner8/23/99PROJ. REFERENCE NO.SHEET NO. 20 20 25 25 20 20 25 25 20 20 25 25 30 30 20 20 20 20 X-6U-5788 -Y1- 5 10 16+85.00 16+50.00 16+00.00 15+50.00 15+35.00 23.36 0.0220.051 23.26 0.0260.054 4:1 22.60 0.0220.035 SHEAR -L-22.18 0.0210.039 4:1 21.96 0.0230.038 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 0 7/28/2017...\u5788_rdy_xpl.dgnUSER:JHefner8/23/99PROJ. REFERENCE NO.SHEET NO. 15 15 20 20 25 25 30 30 20 20 25 25 30 30 20 20 25 25 30 30 11+06.500000 X-7U-5788 -Y2- 5 10 11+00.00 10+75.00 20.63 0.03625’ LT-L- STA. 14+28.25SHEAR0.036 (-L- STA. 15+00.00, 25’ LT)DRIVEWAYFIRE STATIONSHEAR20.97 0.02350’ LT-L- STA. 14+28.25SHEAR0.023 (-L- STA. 15+00.00, 50’ LT)DRIVEWAYFIRE STATIONSHEAR21.45 0.0200.020 0.020 (-L- STA. 15+00.00, 56.5’ LT)DRIVEWAYFIRE STATIONSHEAR