The URL can be used to link to this page

Home My WebLink About20071823 Ver 1_Design Plans_20130604r B a h U L 0 4 ti h I� RMITY MAP SMOG LOCATION OF STAYS PROJECT 3443843 »L• POT 289449381,60 ro STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS RICHMOND)MOORE COUNTIES RIISINNG RD — SR 1600 -YI1 I 4 I g' N,C,DOT CONTACT, Ms Why S. Hower) M, Mat Engw r' 0 C 1 GRAPHIC SCALES DESIGN DATA N -!r L ST, 421 +59,02 8:' 50 25 50 10 ADT 2006 x 10,900 ADT 2025 g 11,100 a END TTtANSMON LEFT" PLANS DHV = 11 % A BEGIN BRIDGE 50 T5 50 1 D = 60 % 9 `�1� MA 7 4E6+41 T =1o%� a 1 PROPILE 1HORIIONTAL1 V : 60 MPH 10 5 10 2 ' TM 5% DUAL 5% MC CUSS - ARTERUI x PROFILE NEFICAL1 LOCATION, US 1 FROM NORTH OF SR 1328 JUST NORTH OF HOFFMAN TO THE EXISTING DIVIDED FACILITY NORTH OF THE RICHMOND COUNTY LINE TYPE OF FORK, GRADING, DRAINAGE, PA VING AND STRUCTURES BEGIN TIP PRO ECT B -2502B BEGIN CONSTRUCTION STA 38 +00 -L- 41 (In ST 314 +0191 Loo i Rill ammmm M i R -2502B 1 VA" palm Alum 34438,1,1 PE 34438,1,1 ROW END TIP.. PRO]ECT R -1502B BiIID CONSTRUCTION STA 453 40 k (RT) STA 456 +50 -L� (LT) -L- PDT 05403 1. POT 313 •19931 m -!r L ST, 421 +59,02 8:' 4- POT 365 +43188 LBO END TRANSITION IF 4- POT 421411144 LA (GI) IS 1413.88 M END TTtANSMON LEFT" BEGIN TRANSITION LEFT 11 POT 408 +85123 Lill •L- (LT) is 408 +8513 LA BEGIN BRIDGE BEGIN TRANSITION Lai 432 +01 `�1� MA 7 4E6+41 I. q 81 312 +29,48 LBO -L- POT 372019 M END iTL4NSITION RIGHT Lmm LN -I. POT 30 +111 LB= -1I9- -� (R71 Ys 363 +184 LA — POT 9 +9.9 Lb BEGIN TRANSITION NGNT I- (RT TS W9.9 LA BEGIN MANSMON NO r� SPECIAL FORCES WAY -M (RT) ST 421 +I N LB- 4 POT 421 +151 IA END MNSITION RIGHT W DROWNING MR PRELIM[NARY PLANS TES IS PARTIAL CONTROLLED,MCCESS PROJECT WTTN I Do m m "Mom ACCESS BEING LIMITRU TO IORM AS NOW ON TNB PLANS METHOD OF CLEARING - METHOD 19 PROJECT LENGTH P*ro m tr orrice v, NYDRAL�[C8 6NGD4EER STAB Of MAY CCAAROL�1'A HSMM IENGTH OP ROADWAY TIP PROJECT R-25021 = 2919 MILES 1303 NAYA1<0 DR., SU119 303 R,ILBIall NC 11609 IENGTH STRUCTURE TIP PROJECT R-2921 = 0,013 MILES s ►c+,mHs TOTAI LENGTH TIP PROJECT R -25028 3,002 MILES p� RIGHT OF WAY DATA' H, Y C UM� L 1 PPO ROADWAY DBSNN Hill m 1 APRI 5, 240 5 ENGM DBPARTMENT OF TRANSPORTATNON FEDERAL 1NGNWAY ADMINISTRAT101 LI NG DATA. SEPTEMBER 18 201 pwcrD8S<(NiA= pa ,u►�o srawnp� nmsro� ,�� n�rs . Note; Not to Scale IS. U1. -- Subsurface Utility Engineering BOUNDARIES AND PROPERTY,' StateUna ... ............................... STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CONVENTIONAL PLAN SHEEP SYMBOLS County line .......................... ......................................... _�_____ -._. Townshipline ............................... ............................... w Cityline ...................................... ............................... —AN Reservation IJne ............................... ............................... r . Propertyline .................................. ............................... J Existing Iron Pin ............................ ............................... 0 Property Comer ................................... .........................�,. —,� Properly Monument ...................... ............................... 0 Parcel/Sequence Number " ° ° ° °.... ° ° ° ................ 4-0 0 Exisling Fence Une ..................................................... _x—x—x- Proposed Woven Wire Fence " ............................. 0 Proposed Chain Unk fence ,.... . ........................... —�-- Proposed Barbed Wire fence ................ ............ -°--6� Existing Weiland Boundary ... .............................._ Proposed Wetland Boundary ............................... - --�' -- Existing High Quality Weiland Boundary ° Iron Pin and Cap Marker EdsRng Endangered Animal hundary .. ..............�-- -�-- Existing Endangered Plant Boundary ° °............ ° —�'-- Proposed Right 0Way Une with ” " " " "' " " " "" KILNS AND OTHER CULTURE" Gas Pump Vent or 0 Tank Cap ......, ° ° ° ° ° °.... 0 Sign........................................ .............................. ........... T Well•,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „,,,,,,,,,,,,,,,,,,,,,,,,,,,,, w SmallMine ........................................................ I............ —AN foundation...................................... ............................... ❑ AreaOutline ................................. ............................... J Cemetery„ .................................... ............................... t J Building.... ............................... Above Ground Waterline „” ” „ " " „ "" ”" $chool .................................. ................................... .....„ Existing Right of Way line ............................... Chun,,,,,,,,,,,,,,,,,,,,,,,d................................................... 4-0 0 Dam....... . ................................... ...........................~^ —� 5 ® 11. Stream or Body 0 Water ....................................... --�- Hydra, Pool or Reservoir ,,,,,,,,,,,,,,,,,,,,,,” „ .......... Ever Basin Buffer ....................... ............................... —AN FlowArrow ................................. ..............................„ - -”` -- Pipe Culvert ............................... ............................... _ - -__-- Disappearing Stream ................ ............................... �... Spring.............................. „ ,,,, „........,, „, „,,,,,...., .,o''�,.r' Designated UG Wafer line (S,U,E'j. ° ° ° ° ° ° °.. SwampMarsh ........................................ ................. ” Above Ground Waterline „” ” „ " " „ "" ”" Proposed laleral, Tail, Head Ditch ...................... Existing Right of Way line ............................... FalseSump ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, , „,............................ 4-0 0 RAILROADS” Standard Guage .......................................................... OWN 0 RR Signal Milepost ................... „, „„ u Swifch............... ...........I................... RR Abandoned ................................................... ......... � IfRDismantled ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „,,,,,,,,,,,,,,,,,,,,,,,,,,,_� EXISTNG STRUCTURES” MAOR: Bridge, Tunnel or Box Culvert .......................... Bridge Wing Wall Head Wall and End Wall (K ww MINOR: WATER: Wafer Manhole ............................ ............................... 0 WaferMole( .r ................................. ............................... o WaferVahe .,,.,,,,„,,,,,.,,,,,.- ........ ............................... Baseline Control Point .......................................... WaterHydrant ,,,,,,,,,,,,,,,,,,,,,,,,,,,, „,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „ - -”` -- Pipe Culvert ............................... ............................... _ - -__-- Recorded UG Wafer Une ...... ............................... --_-�, --�. ExistingRight of Way Marker ............................... Designated UG Wafer line (S,U,E'j. ° ° ° ° ° ° °.. - -- -'- --- Above Ground Waterline „” ” „ " " „ "" ”" w wafer NGf1” Of WAY' -E --- Existing Power Pole ..............,,..,,,.......... ,,,,,,,,........... Head and End Wall ................ ............................... N: —s- - Proposed Power Pole....... ......... ............................... Baseline Control Point .......................................... , - -”` -- Pipe Culvert ............................... ............................... _ - -__-- TV Salsllite Dish.,......,.....,........., „.,,,,,,...,.,.,..,.,,..,,.,,, � ExistingRight of Way Marker ............................... 0 Footbridge ., ......................................................... ,,, N Pedestal .............................................................. ,,, m Existing Right of Way line ............................... Power Une Tower.................................................. . ... Drainage Box: Catch Basin, DI or JB � �� °�� °° � N Tower �° �° �°° � ° °� °� ° °�� 0 Proposed Right of Way Une ".. ........ °°° ° °,,,, -' ° -_- Paved Ditch Gutters ................. ............................... UG N Cable Had Hole...., „,,.,,,.,,.,,,.,,,,,,,,,.,,,,, 9 Proposed Right of Way Uno with ......................... Storm Sewer Manhole ..........,"............................ 0 Recorded UG W Cable ..... , °................... ° °........ ry--- Iron Pin and Cap Marker Proposed Right 0Way Une with ” " " " "' " " " "" Storm Sewer ............................. ............................... °--- Designated UG TV Cable Concrete or Granite Marker Recorded UG Fiber Optic Cable ....................... Existing Control of Access ................... -•- UTILITIES' Designated UG Fiber Optic Cable JS,U,E,'j„ .--- �'°_-- Proposed Control of Access ............................,,..... POWER: Existing Easement Une ............................... - -E --- Existing Power Pole ..............,,..,,,.......... ,,,,,,,,........... 1 Proposed Temporary Construction Easement ,. —s- - Proposed Power Pole....... ......... ............................... @C Proposed Temporary Drainage Easement —v— Existing Joint Use Pole ............................................. Exsting Metal Guardrail ........... ............................... Proposed Permanent Droinage Easement — mi ----- Proposed Joint Use Pole .e ...................... - ............ ' Proposed Permanent Utility Easement ...............I — PuE-- Power Manhole ........,,".,.,.,., ., " " " ".,,,,, ", "...., ".......... 0 m Power Une Tower.................................................. . ... Designated UG Telephone Coble j$,U,E'j ROADS ANA REE m MTURBS" Existing Edge of Pavement ....... ............................... ExistingCurb ............................. .......................... -. . Proposed Slope Stakes Cul , ", °........ °....... °, °,.. °, - - -� - -_ Proposed $lope Slakes Pill .. ................. ............... F Proposed Wheel Chair Ramp ........................ ° °. ... @C Curb Cut for future Wheel Chair Ramp � °,....... d Exsting Metal Guardrail ........... ............................... _ = -L-�- Proposed Guardrail ,,,,,,,,,,,,,,,,,,, „,,,,,,,,,,,,,,,,,,,,,,,,,,,,, T T T T. Existing Cable Guideroil ...... ............................. °, � Proposed Cable Guideroil ”" "" ... ... °, °............ m Equaility Symbol ................... ............................... Designated UG Telephone Coble j$,U,E'j Pavement Removal ..................... ............................... Recorded UG Telephone Conduit - ..... ... ... ... VEGETATION' Single Tree .. ......................... „, „,,. Q Single Shrub , .,,,,,,- ....................... o Hedge................ ............................... . ... �� WoodsUne ................................... ............................... Orchard ............ ............................... 0 0 0 0 Vineyard ............ ............................... n�yaa - - - -__J Power Transformer .................... ............................... 0 Il'G Power Cable Hand Hale 9 H -Frame Pale ............................. H Recorded UG Power Une..... ---- ,----- Designated USG Power Une j U E'j °. P -- TELEPHONE: Existing Telephone Pole ....° °....... ............, °....... .... + Proposed Telephone Pole ................................. 0 Telephone Manhole .................... ............................... 8 Telephone Booth ,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,- ............. d Telephone Pedestal ................° •........ ...................... M Telephone Coll Tower ............... ............................... [� UG Telephone Cable Had Hole .............. � Recorded UG Telephone Cable ... ° °,..... ° ° ° °... - m - - °-_-- Designated UG Telephone Coble j$,U,E'j End of Information .................... ................... „,,.,.,.,,., Recorded UG Telephone Conduit - ..... ... ... ... Designated UG Telephone ConduitJSJ,V, - --- -' ° -_- Recorded UG Fiber Optics Coble .. ................ °.. ---- -' I'— Designated UG fiber Optics Cable jS,U,E'j,- ---_ °ro_ -�. ?111 Gas Volve -- .............................. d Gas Meter ..... Recorded K Gas Une ......... „....... -._ Designated UG Gas Une J$'U,E,'j„ ° ................. Above Ground Gas Una SANITARY SEWER: Sanitary Sewer Manhole ............................. I Sanitary Sewer Cleanoul ........ Q+ UG Sanitary Sewer line ............................. Above Ground Sanitary Sewer SarK Recorded $S Forced Main Une,,,,,,,,,,,,, -�� Designated SS forced Main line j5,U111 __�, MISCELLANEOUS: Utility Pole Utility Pole with Base .............. ............................... Utility Located Object ............ ............................... 0 Utility Troiric signal Box ................................ ” g1 Utility Unknown UG Une ..... ............................... UG Tank; Wafer, Gas, Oil .... ..............................„ [� 4 Tonk; Water, Gas, Oil ..... ............................... UG Test Hale jS,U, 'j ......... ............................. „, m Abandoned According to Utility Records AATUR End of Information .................... ................... „,,.,.,.,,., 1,01 A CONTROL NETWORI NOT TO SCALE L ST 1AUPJTAOD NC438JJ0CM R ECCOR ES N :469961,6190 E 1841416,930 m� to, �CXw- RUSHING RD 9 1600 4- THE LOCALIZED ORHINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON Ti STATE PLANE ORDINATES ESTABLISHED BY NCGS FOR BUY TUN' ' WITH Nt 63195 STATE PLANE GRID ORDINATES OF NORTHING, 42133249961) EASCING;1NI'l,116f1) THE AVERSE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRIH) E., 09998 2 THE I A9ERT GRID BEARING AND LC;ALIZED HORIZONTAL GROUND DISTANCE FROM TUX, TO I. STATION 88 0 IS N 4113321 "E S6J51g3' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL 049 60 IS NAVO 9 SURVEY CONTROL SHEET R-2502B NCOOT CPS STATION VZ7 IACAm PROJECT MAD= N 11u189.8950 B ■ 1w1Z{,3189 LEADER LN -Y19- NOTES, NC310T GPS STATION 82924 1ACgLIZBD PROACT COORll1NATBS N . 81371iS7Zf9 B R 10531im VS I SPECIAL FORCES WAY -r18- THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AD HTTP;�WWW,DOE�OT, STArENCUSPRECONSTRUCMGH 'NAY/LOCATIONfROJECP 1 MUTES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE MOT LOCATION AND SURVEYS UNIT, PROJECT CONTROL ESTABLISHED USING GLORAL POSITIONING SYSTEM, NETWORK ESTABLISHED FRON BUTWO EARN MONUMENTATION, SEE OPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. Rom IEFEP9ICE No, I SHE N0. location and SuNew MI GPS STATION PZf9 41 LOC91JZ9D PROAG cOORDBI'ATES N i 4B9NLi1S9 B -- ,BS3B3BJDl0 .. STA 456 +60.00 END STATE PROJECT 344383,1 LOCH zm PROJECT COORDINATES N 2 419505,8515 E z 1853315.1911 v /fl000f - 4-- DROUNING CREEK 1 �s IS G NCUOT GPS STATION 994 wLIZ6D PROJECT 00011a1NATSS N 97983LW B 185 x11619 NOTES THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN IHIGH ACCURACY REFERENCE NETWORI NAD 63/95 ADJUSTMENT, THIS CALIBRATION WILL ALLOW THE END USER TO WORN WITHIN THE SAME COORDINATE SYSTEM WHEN USING RTN (REAL TIME EINEMATIC) GPS AND A LOCAL BASE STATION, IF ANOTHER SYSTEM SUCH AS 0 (VIRTUAL REFERENCE STATION) IS USED, ADDITIONAL FIELD TIES MAY BE NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES, THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONDLLY BY SELECTING 'PROJECT CONTROL DATA' ATi HTTPi / /WWWAOH DOT,STATE,NC,US /PRECONSTRUCT /HIGHWAY /LOCATION /PROJECT( THE FILES TO BE FOUND ARE A$ FOLLOWS r25Nb.Is.gpsoollb.NO]08,html r2502b.Is.wgsH.050308,txt r2502b.Is.loocl.050308,txt r2502b_Is.control_050308,txt THE W091 AND LOCAL FILES ARE COMMA DELIMITED ANO CAN BE USED TO REPRODUCE THE SITE CALIBRATION FOR THE END USER'S CPS EQUIPMENT, IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT, SURVEY CONTROL, SHEET R -21026 GPS CALIBRATION REPORT PROJECT i R2502 POINT RESiOUALS FOR DISPLAY ONLY TiP NUMBER R•2502 USER NONE SCRANFORD DATE & TIME 4121,46 PM 1/8/03 UPDATED DEFAULT PROJECTION (TRANSVERSE MERCATOR) DEFINITION UPDATED DEFAULT PROJECTION NOT REQUESTED HORIZONTAL ADJUSTMENT PARAMETERS NORTHING COORDINATE OF WGS84 COORDINATES CALCULATED POINT LOCAL COORDINATES 1124 COORDINATES CALCULATED POINT LOCAL COORDINATE$ COORDINATE SYSTEM US STATE PLANE ZONE NORTH CAROLINA POINT R2502.2 • WGS84 NORTHING 450387.519SFT POINT R2502.2 • LCCAL POINT 83680.2 • WGS84 NORTHING 502645 764SFi POINT K680.2 • LOCAL 1983 3200 LATITUDE 34159'09,93850'N EASTING 1824718,879SFi NORTHING 450381,526SFi LATITUDE 35-07'49,14918'11 EASTING 1871372,484SF7 NORTHING 502645,144SF1 HORIZONTAL DATUM NO 1983 (CONJS) LONGITUDE ELEVATION 425,964SFi EASTING 162078,8680 LONGITUDE 79,25'48,86619'W ELEVATION 327 624SF1 EASTING 1871372,5156Fi VERTICAL DATUM N0088 GEOID MODEL OEOiC91 LCONUSI HEIGHT 321,965SFT HORZ ERROR 0,0101 ELEVATION 425,948SFT HEIGHT 221,1087T HORZ ERROR 0 037SF1 ELEVATION 327.615SFI COORDINATE UNITS US SURVEY FEET VERi ERROR 0.016SFT UTILIZED HORI AND VERT VERT ERROR 0,009SFT UTILIZED HORZ AND VERT DISTANCE UNITS US SURVEY FEET 30 ERROR 0.0208FT OUALITY CONTROL QUALITY $0 ERROR 0 038SFI DUALITY CONTROL OUALiiY HEIGHT UNITS US SURVEY FEET VERTICAL 0,0378FT 0.005 GRANNY 63680.1 W0584 LATITUDE 35-0116,06041'N EASTING 1870345,885SFT NORTHING 601326,8315FT .................................. ............................... POINT R2502.3 • WGS84 NORTHING 456838,663SFi POINT B2502.3 • LOCAL POINT GRANNY • W0584 NORTHING 504945,312SFT POiNT ORANNY • LOCAL LOCAL SITE INFORMATION LATITUDE 35-00'14,05722'N EASTING 1830255.718SF1 NORTHING 456838,6100 LATITUDE 35,08101,6170'N EASTING 1794493,463SFT NORTHING 594145,87ISFi LGCALIZEO AROUND FRUITLAND LONGITUDE 79-34'00,71461'W ELEVATION 431.721SF1 EASTING I830255,7085T LONGITUDE 19,411448420 ELEVATION 557,3447 EASTING l714193,438SI'l LATITUDE 305'20,63321' N HEIGHT 321,660SFT HCRZ ERROR 0,012SFT ELEVATION 431,7125Fi HEIGHT 455,370SFT HORZ ERROR 0,025SFT ELEVATION 551,381SFi LONGITUDE 19'39'13,9534' W VERT ERROR 0.009SPT UTILIZED HORZ AND VERT VERT ERROR 0,031SFT UTILIZED HORI AND VERT SITE SCALE FACTOR 1,000133098 30 ERROR 0,01551 QUALITY CONTROL QUALITY 30 ERROR 0,0445FT QUALITY CONTROL OUALi1Y THE NORTH CAROLINA DEPARTMENT Of TRANSPORTATION USES A LOCALIZED POINT R2502.5 • VO4 NORTHING 464867,052SFT POINT R2502.5 - LOCAL PO1Ni FDNCK •WGS84 NORTHING 534284,230SFi POINT FDNCK • LOCAL COORDINATE SYSTEM LATITUDE 35�01'33,59141'N EASTING 1832685.204SF1 NORTHING 464861.058SFT LATITUDE 35�13'S2,68559'N EASTING 1902434,556SF1 NORTHING 539284,244Sft WHICH IS VERY SiMILAR 10 NORTH CAROLINA ZONE 3200 FROM WHICH IT IS LONGITUDE 19�33'32,05509'W ELEVATION ELEVATION 428,365SFI EASTING IB326B5,1935fT LONGITUDE 19,19'36.36436'W ELEVATION 332,7665Fi EASTING 1902434,523SFT DERIVED, HEIGHT 324 313SFT ERROR 8,813SFT ELEVATION 428.366SFT HE1GHi 228,1116Fi HORZ ERROR 0,036SFi ELEVATION 332.1fi2Sf1 PLEASE TAKE CARE IN 1.1111,111110 THESE COORDINATES TO ELIMINATE CONFUSION OF VERT ERROR 0,001SF1 UTILIZED HORZ AND VERT VERT ERROR 0,024SPT UTILIZED HCRZ AND VERT THE TWO SYSTEMS, $D ERROR , 00138FT UTILITY CONTROL DUALITY 30 ERROR 04FT QUALITY CONTROL QUALITY THIS FILE IS TO AID IN THE USE OF REAL TIME KINEMATIC (RTK) GPS DURING CONSTflUC110N LAYOUT, POINT R2502.1 •WGS84 NORTHING 4483120Fi POINT R2502.1 •LOCAL pO1Ni RAEFORO 000 •WGS84 NORTHING 460815.806SF1 POiNi RAEFORO 000 • LOCAL ....... I .......................••• •••..................••••.•••.• LATITUDE 34�58'49,68521'N EASTING 1821661,443SFi NORTHING 448358,250SfT LATITUDE 35,00'57,62491'N EASTING 1%851,951SFi NORTHING 460815.822SF7 LONGITUDE 79,35'43.33562'W ELEVATION 410,3767T EASTING 1821661,433SFT LONGITUDE 71kil'39,30725'W ELEVATION 290,000SFT EASTING 1941851,932SFT DATUM TRANSFORMATION PARAMETERS HEIGHT 306,446SFT HCRZ ERROR 0410SFi ELEVATION 410.351$FT HEIGHT 182JI9SFT HORZ ERROR 0,025SFT ELEVATION 290,026SFT VERT ERROR 0,0256FT UT11,12ED HORZ AND VERT VERT ERROR 0,0260 UTILIZED HCRZ AND VERT DATUM TRANSFORMATION COMPUTATION NOT REQUESTED 30 ERROR 0,027SFT UTILITY CONTROL QUALITY 30 ERROR 0,036SFT DUALITY CONTROL QUALITY UPDATED DEFAULT PROJECTION (TRANSVERSE MERCATOR) DEFINITION UPDATED DEFAULT PROJECTION NOT REQUESTED HORIZONTAL ADJUSTMENT PARAMETERS NORTHING COORDINATE OF 466342,802SFT ROTATION CENTER 477451,679SFT EASTING COORDINATE OF NORTHING 466342,809SFT ROTATION CENTER 1850096 836SFT ROTATION ABOUT THE CENTER HEIGHT 324,241SFT HORZ ERROR POINT 000'00' TRANSLATION NORTH •0,011$FT TRANSLATION EAST SCALE FACTOR 0,029$FT 100000014 VERTICAL ADJUSTMENT PARAMETERS POINT R25024 • 11GS84 NORTHING 4G1797.618SFI POINT R2502.4 • LOCAL LATITUDE 35-0113.15800'11 EASTING 1831227,739SFT NORTHING 461191,620SFT LONGITUDE 794V49.36920 ELEVATION 434.969SFT EA8i1NG 1831227,125$FT HEIGHT 330,961SFT HORZ ERROR 0,01451 ELEVATION 43067SFT VERT ERROR 0,002SFT UTILIZED HORZ AND VERT 30 ERROR 0,015SFT 01II1 CONTROL QUALITY POINT R2502.6 • W0584 NORTHING 466342,802SFT POiNi R2502,6 - LOCAL LATITUDE 35,01431562'N EASTING 1834898,933SFT NORTHING 466342,809SFT LONGITUDE 79-3315,53700 ELEVATION 428,281SFT EASTING 1834898 922SF1 HEIGHT 324,241SFT HORZ ERROR 0.013SFI ELEVATION 428.284SFT VERT ERROR 0,0035FT UTILIZED HORZ AND VERT 30 ERROR 0,0135FT QUALITY CONTROL QUALITY POINT R2502.7 • W04 NORTHING 471189,8919 LATITUDE 35-02'X69608'N EASTING 1843125,346SFT LONGITUDE 19,31'26.92992'W ELEVATION 399,156SFT HEIGHT 29034SFT HORZ ERROR 0,003SFI VERT ERROR 0,001i 30 ERROR 01095SFT POINT R2502a • LOCAL NORTHING 471189.895SFT EASTING 1843125 348SFT ELEVA110N 399,1605FT UTILIZED HORZ ONO VERT DUALITY CONTROL QUALITY NORTHING COORDINATE OF ORIGIN POINT R2502.8 • WG384 NORTHING 413766,727SF1 POINT 82502.8 • LOCAL LATITUDE 35,03'02.29854'N EASTING 1845313.675SFi NORTHING 473766.725SFT POINT 450381,5195F1 LONGITUDE 710110,05271'W ELEVATION 373.2665FT EASTING 1845373,684SFT EASTING COORDINATE OF ORIGIN HEIGHT 269,022$FT HORZ ERROR 0,O89SFT ELEVATION 373,271SFT POINT 1824778,871T VERT ERROR 1.0$1`1 UTILIZED HORZ ONO VERT VERTICAL SEPARATION Ai ORIGIN 0.016FT 30 ERROR 0,01ISFT QUALITY CONTROL QUALITY SLOPE NORTH 1.296PPH VERT ERROR 0,009SFT UTILIZED HORZ AND VERT SLOPE EAST 0.541PPN 30 ERROR GEOID MODEL DEFINITION GE01099 LCONUSI MINI R2512-1 • WGS84 NORTHING 479036.219SFt POINT R2502.9 • LOCAL LATITUDE 35-0314,80351'N EASTING 1853097,542SFt NORTHING 479036,2095FT LONOIIUOE 790'27.410414 ELEVATION 290,574FT EASTING 1853097.567SPT HE 1041 186,207SFT HORZ ERROR 0,027SFi ELEVATION 290,581SFT VERT ERROR 0,008SF1 UTILIZED HORZ AND VERT 30 ERROR 0,028SFI OXITY CONTROL QUALITY DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESfABLI S 8Y No FOR HONUNENf "FRUIT ll M NAD 83195 STATE HE GRID COORDINATES OF NORTHING., OJ R(fD EASTIN - IN11,1IP) 1HE AVERAGE 09811ED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID( IS; 002 THE ND, MEAT GRID BEARING AND RE HORIZONTAL GROUND DISTANCE FROM "FRUIfLAND" 101• STATION 24115 IS N (°18'3321 "E 56,151E ALL, LINEAR DIMENSIONS ARE LOCALIZED HORilaYfAL DISTANCES VERTICAL DATUM USED IS NAVD 68 NOTES THE SITE CALIBRATION SHOWN IS BASED UPON A NETNORK TIED TO THE HARN (HIGH ACCURACY REFERENCE NEIWORKI NAD M3 ADJUSTMENT, THIS CALIBRATION WILL ALLOW THE END USER 10 WORK WITHIN THE SAME COORDINATE SYSTEM WHEN USING RTK IREAL 11ME KINEMATICI GPS AND A LOCAL BASE STATION, F ANOTHER SYSTEM SUCH AS VRS (VIRTUAL REFERENCE STATION( IS USED, ADDITIONAL FIELD TIES MAY BE NEEDED 10 REDUCE POSSIBLE ERRORS, OR BIASES. RESIDUAL DIFFERENCES BETWEEN GPS (WGS80 AND LOCAL COORDINATES POINT 82502.10 • W0584 NORTHING 480171,750T POINT R2502.10 - LOCAL LATITUDE EASTING 1853838,160SFT NORTHING 480171,745SFT 2, THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY LONGITUDE 79-291,62850 ELEVATION 362.097SFT EASTING 1083838,192SFT BY SELECTING 'PROJECT CONTROL DATA'ATi HEIGHT 257,1363Fi HORZ ERROR 0.03351 ELEVATION 362.10651 HTTP;// WWW,D OH.DOT.SiATE.NC,O$ /PRECONSTRUCi /HIGHWAY /LOCATION /PROJECT/ SUMMARY VERT ERROR 0,009SFT UTILIZED HORZ AND VERT 30 ERROR 0.03551 QUALITY CONTROL QUALITY THE PILES 10 BE FOUND ARE AS Follows, MAXIMUM ERROR 8001 MEAN SQUARE ERROR POINT HORIZONTAL 0.048SFT 0.008 B3660.1 WGS84 WGS84 POINT 83680.1 • WGS84 NORTHING 501326,8401 POINT 83680.1 • LOCAL r2$02b.Is.gpsooIlbA0308,html r2N2b_IS.w988H_080308,txt VERTICAL 0,0378FT 0.005 GRANNY 63680.1 W0584 LATITUDE 35-0116,06041'N EASTING 1870345,885SFT NORTHING 601326,8315FT THREE-DIMENSIONAL 0,049SFT 01009 LONGITUDE 156531 ELEVATION 326,83030 EASTING 1870345,930SFT rM2b.Is.loccl_050308,txt HEIGHT 222,GOISFi HGRI ERROR 0.046$F1 ELEVATION 026,821SFT rH 2b.Is.contr01.0MA,txt VERT ERROR 0,0098FT UTILIZED HORZ AND VERT 3D ERROR 0,049SFT QUALITY CONTROL DUALITY THE WG24 AND LOCAL FILES ARE COMMA OELIMITED AND CAN BE USED 10 REPRODUCE THE SITE CALIBRATION FOR THE END USER'S CPS EQUIPMENT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. SURVEY CONTROL SHEET R -13028 BL POINT DESC. *IN EAST ELEVATION L STATION OFFSET wuuunr,r llrr11111U prrgnnuw 8818 ELEVATION - 128,08 24 BL•24 46964916600 1841845,@940 429.09 29269,81 42,34 RT N 410008 E 1840950 25 81.25 410386.3240 1842266, )830 406.8 306+95,13 48,33 RT L STATION 29344 314 LEFT 26 1.26 470111.7210 1842162.3920 482.33 313 +16.26 34,96 RT RR SPIKE IN BASE OF POWER POLE 107 R292.7 411189,8958 1843125.3480 399.16 31866.85 8,34 Ri . r. r„ r .r,r „rrr,rrr,rrrrr,.rr „r,rrr,,r 21 19_•27 411889.3910 1843738,2890 381.25 321+96,81 0.48 Ri 6 8,18 412616.4390 1844431.5610 370.35 33849,68 1.19 LT BHI9 ELEVATION - 101,83 108 12502.8 413166.1260 18453734840 373.21 35282,81 12.87 L1 N 470113 E 1842374 29 OL-29 4745714890 1846429,4260 3309 36605.26 60.85 LT L STATION 30844 337 RIGHT 30 R-31 414968,0120 1841076.7130 3135 373 +56,35 68.50 Li RR SPIKE IN BASE OF POWER POLE 31 BL-31 415426.1260 1848015130 313,64 384+0141 56,01 LT 32 x.-32 415952.0980 1849090.9590 293.96 395 +90.00 11,81 Lr rr rr ... .........................4rru++ 33 1.33 416099,5300 1849748,0000 281,66 402 +50,00 62,43 LT BM2O ELEVATION - 100,55 34 B.•34 416112,2280 1851119,1330 282.41 41664,56 80,82 RT N 471757 E 1843381 36 14.35 116512.1010 1851632,3830 281.63 42229,14 455 RT L STATION 324+60178 LEFT 36 B. -36 411461,0910 1852163,1980 281,92 43298,05 61& RT RR SPIKE IN BASE OF TRIPLE 24' PINE 37 1,31 47881186,2370 18526015040 2(80.67 441 +30,00 1186 Ri ,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 109 12129 479036,2090 1853097,5670 290,50 451 +14.13 1.63 LT ,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 110 82502 -10 4801111450 1853838.1920 36210 OUTSIDE PROJECT LIMITS BH21 ELEVATION + 371,30 N 413181 E 1845167 BYI1 L STATION 34112 201 R10H1 POINT DEN, ON EAST ELEVATION Y11 STATION OFFSET RR SPIKE IN BASE OF POWER POLE 25 81..25 470386,3240 1812266,7830 406129 14180,41 2942 LT rrrrr. r.rrrr,nr,rrrnrrr,rr.,.rr.rrr.0 59 BY11.59 170083.3660 1842391,0890 401152 1114.58 14.31 L1 BH22 ELEVATION - 340,37 N 474626 E 1846228 BY18 L STATION 3606 214 LEFT POINT DESC. ................. NORIN ............................... EAST ELEVATION . ............................... Y18 STATION OFFSET RR SPIKE IN BASE OF 15' PINE 34 ............. B1.14 476112,2280 1851179,7330 282,41 15108,9 119.82 Li ruumnnn,ruurrrrrrrruuruwn rr.... rrr .rr,rrrrrr.rnrrrrrrrrrq. +r,rr 60 BY18.68 415959,4300 1851465,2910 285,11 1183.32 20 LT OH23 ELEVATION - 338,60 N 414984 E 1841552 DESCRIPTION L STATION 31189131 R1GHi NJ RR SPiKE IN BASE OF 18' PINE ...... r+nu,r,ruuuuumnnrnnnnnu THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR 1HIS PROJECi 8H24 ELEVATION , 291.21 IS BASSO ON THE STATE PLANE COORDINATES ESTABLISHED BY N 475610 E 1848917 M NO FOR MONUMENT dFRRTLAND° L STATION 39294178 RINT RR SPIKE IN BASE OF 15' oaK nnnnur7nrnu.umuuunuun, WITH NAD 8A9 STATE PLANE GRID COORDINATES W COX: ODE) EASIING11NRIIll) ELEVATION ,74 NH4763H E8504133286 THE AVERAGE COMBINED GRID FOR 0 THIS PROJECT L STATION 223 LEFT pUpSpE�D �V�1 ( GROUND TO GRID! ISI D9998N RR SPIKE IN BASE OF 15' PINE N BASE ........ " "'..... "'+ �........... r, um...... uu.... nun n,rr THE U, L4819 GRID BEARING AND I n,I r p BN26 ELEVATION . 28111 LOCALIZED HORIZONTAL GROUND DISTANCE FROM N 476$424 8516LEFr "FRUIILAND" 10 •L• DUN 29BrO+4�9 IS 424.83 RR SPIKE iN BASE OF 24' DOUBLE OAK nurunur,rurrrnun nuwruuN N Q� ��IIZi �� E JUT5iL�3r k LINEAR DIMENSIONS ARE RIZED HORIZONTAL DISTANCES "0131 ELEVATION 3B2,B6 VERTICAL DATUM USED IS NAVD 88 N 5�Bg 5 L STATION 4501 237 LEFT RR SPIKE IN BASE OF POWER POLE .,,,nu,unnnn,nrr.u.unmru.r NOTES THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN (HIGH ACCURACY REFERENCE NETWORK) NAD 83195 ADJUSTMENT. THIS CALIBRATION WILL ALLOW THE END USER TO WORK WITHIN THE SAME COORDINATE SYSTEM WHEN USING RiK (REAL INE KINEMATIC) CPS AND A LOCAL BASE STATION, IF ANOTHER SYSTEM SUCH AS VRS !VIRTUAL REFERENCE STATION) IS USED, A00I11011AL FIELD TIES MAY BE NEEDED 10 REDUCE POSSIBLE ERRORS, OR BIASES, THE CONTROL DATA POP THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING 'PROJECT CONTROL DATA' ATi HTTPi /IWWW.DOH,DOT, STATE, NC. US/ PRECONSTRUCTIHIGHWAYILOCATIONIPRDJECTI THE FILES TO BE FVUNO ARE AS FOLLOWS. r2502b,Is.gpscallb.050308.html r2502b_ls_wgs84.050308.txt r2$Rb.IS.locc1.M308.txt r2502b.1s.00ntrol.0V08,txt THE WG91 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED i0 REPRODUCE THE SITE CALIBRATION FOR THE ENO USER'S CPS EQUIPMENT, IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT, REVISIONS VA F i- fi-A VARUBII' SYOPE I i- VARIABLE -L- 7065 +43,89 i0 -L, STA399 &.6. TYPICAL SECTION 9 -L- FA 311400 TO -L- 7 366+ PE 9WIDEN BY YWHERE GVARORk IS REOUIRED No RifERENCE N0, via NO. R-P50PB 2 Ew 6HEEI NO. ROADWAY DUN I HYlMA11M68 WHO man IPRBLIMIN�ARY PLANSI Do a 2 o mRm H S M M ARCHITECTS • ENGINEERS - PL N05 1305 NAVAHO MOTE )OR RALEIOH, NC 21609 DETAIL SHOWING -L- NARROW WIDENING PAVEMENT SCHEDULE PROP, APPROX S' ASPHALT CONCRETE SURFACE COURSE TYPE 19,80, AT AN AVERAGE RAZE OF 166 LOS, PER 68, 4, IN EACH OF TWO LAYERS, PROP. APPROX 214" ASPHALT CONCRETE SURFACE COURSE, �t TYPE UMA AT AN AVERAGE RATE OF 140 L83, PER 80, 1, IN EACH OF 4 LAYERS, PROP, VAR, DEPTH ASPHALT CONCRETE 8URFACE COURSE, TYPE DEPTH, TO BE ND AGE TO LAYERS NOTLTO MID 1}4"D INEDEPTH D PROP, APPROX, 4" ASPHALT CONCRETE INTIRMEPIATE COURSE, TTPE 110,00, AT AN AVERAGE RATE OF 458 LOS, PER 10, YD, PROP, VAN, DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE TYPE 119 00, AT AN AVERAGE RATE OF 114 LOS, PER 1O, i �l PER 1" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 24" I1 DEPTH OR 61ATER THAN 4" IN DEPTH, E PROP AMR 3" ASPHALT WRITE USE COURSE, TYPE 128,08, AT AN AVERAGE RATE OF 842 LOB, PER 60, 10, E1 PROP, APPROX, 4" ASPHALT CONCRETE BABE COURSE, TYPE 026,00, AT AN AVERAGE RATE OF 466 LOS, PER SO, YO, PROP, B" AOOREOATE BASE COURSE, Ji PROP, 6" AGGREGATE BABE COURSE, J2 PROP, VAR, DEPTH AGGREGATE BASE MRSE, r PRIME COAT AT THE RATE OF ,35 OAT, PER SO YD, R 2'-0" CONCRETE CRRR AND BUTTER, T EARTH MATERIAL, u EXISTING PAVEMENT, NOTE; PAVEMENT EOOE SLOPES ARE 111 UNLESS SHORN OTHERWISE, YA p Rf16SIONS 11VARIAU -L- STA366f00 TO -L- STAF34EI -L- STA408fM TO -L- STA41Y20 -I - M AW M -I - STd AAA) VAI }L- STA 366+00 TO -L- STA 413 +20 -L- STA 451100 TO °L- STA 456150 ,WIDEN 8Y YWHERE GUARDRNt IS REQUIRED PRELIMINIRY PLANS H S M M ARCHITECTS, ENGINEERS • PLANNERS IJOS NAVAHO DR. 5017E 30 RNLEICH,NC 21609 j sum WAR Da1ailShowi�g h�thod olW6dg(ng PAVENENT SCHEDULE PROP APPROX. S' ASPHALT CONCRETE SURFACE COME, TYPE 80,6C. PROP APPROX. Eb¢' ASPIOLT CONCRETE SURFACE COURSE, TYPE SFS,SA, I� Ci PROP, VAR. DEPTH AOPNALT CONCRETE SURFACE COURSE, TYPE 8B,6D, „M19LE -L- 903 +20 TO -L- STA466144 -L- 905 +14 TO -L- STA4519 X -L� STA 438102 TO -L- STA 451100 PROP, APPROX, 4 ASPHALT CONCRETE 1NTERYEOUTE COURSE, 01 PROP. VAR, DEPTH ASPHALT CONCRETE INTERMEDIATE ARSE. PROP, APPROX. S' ASPHALT CONCRETE SASE COURSE, E TYPE M.D. PROP, APPROX. 4' ASPHALT CONCRETE SAGE COURSE, E1 TYPE 12540 J PROP, 6' AWOKE SASE COURSE, J1 PROP, 0' 40MATE SASE COURSE. JZ PROP, VAR, DEPTH ADOREOATE SASE COURSE, PE P PRIME COAT Al THE RATE OF .86 6AL, PER 80, YO p 24' CONCRETE CURB AND OUTTER, T EARTH MOM. WIDEN 9 3'WHERE GUARDRk IS REQUIRED p EII67IND PAVEMENT. NOTE; PAVINENT EWE SLOPES ARE 10 UNLESS SHOWN OTHERWISE, mjc ma N0, miff N0. R -25028 2A Ww SHEET NO, IOADWAY w HYDRAIUCB iNCdN I mm PRELIMINIRY PLANS H S M M ARCHITECTS, ENGINEERS • PLANNERS IJOS NAVAHO DR. 5017E 30 RNLEICH,NC 21609 j sum WAR Da1ailShowi�g h�thod olW6dg(ng PAVENENT SCHEDULE PROP APPROX. S' ASPHALT CONCRETE SURFACE COME, TYPE 80,6C. PROP APPROX. Eb¢' ASPIOLT CONCRETE SURFACE COURSE, TYPE SFS,SA, I� Ci PROP, VAR. DEPTH AOPNALT CONCRETE SURFACE COURSE, TYPE 8B,6D, „M19LE -L- 903 +20 TO -L- STA466144 -L- 905 +14 TO -L- STA4519 X -L� STA 438102 TO -L- STA 451100 PROP, APPROX, 4 ASPHALT CONCRETE 1NTERYEOUTE COURSE, 01 PROP. VAR, DEPTH ASPHALT CONCRETE INTERMEDIATE ARSE. PROP, APPROX. S' ASPHALT CONCRETE SASE COURSE, E TYPE M.D. PROP, APPROX. 4' ASPHALT CONCRETE SAGE COURSE, E1 TYPE 12540 J PROP, 6' AWOKE SASE COURSE, J1 PROP, 0' 40MATE SASE COURSE. JZ PROP, VAR, DEPTH ADOREOATE SASE COURSE, PE P PRIME COAT Al THE RATE OF .86 6AL, PER 80, YO p 24' CONCRETE CURB AND OUTTER, T EARTH MOM. WIDEN 9 3'WHERE GUARDRk IS REQUIRED p EII67IND PAVEMENT. NOTE; PAVINENT EWE SLOPES ARE 10 UNLESS SHOWN OTHERWISE, wN now ma NO, MIR NO, �v�s�oHS R-25026 2B RAV Is NO ROADWAY DEMON NIOPANRICS WNS 040 PRELIMINj AY PLANS DO la vo it OWArAM H S M M ARCHITECTS • ENGINEERS •PLANNERS 1505 NAVAHO KSUIIE 505 RALEIGN,NC 11609 p- -L, STA 436+41 TO -L- STA 438+02 FE zi g ME ME POINT POINT a 1111 h agur 19 11/9 100 Ek OF CONCEREfE ISUND AT TURN IANES -L- STA 302 +26 TO -L- STA AM -L- STA 301 +85 TO -L- STA 31196 -L- STA 318 +86 TO -L- STA 323+20 -L- STA 324 +30 TO -L- STA 328444 POENENT SCHEDULE PROP. APPROX. V ASPHALT CONCRETE SURFACE COURSE, TYPE S9,60, .Yg. PROP, APPROX, Eh' ASPHALT CONWETE SURFACE COURSE, F �) TYPE SF1,6A, PROP VAR, DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE C2 86,60, D PROP, APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, DI PROP, VAR, DEPTH ASPHALT CONCRETE 37EININATI COURSE, PROP APPROX. 0" ASPHALT CONCRETE SASE WE, E TYPE 126,08, PROP, APPROX. 4" ASPHALT CONCRETE BABE COURSE, TYPE SE6,00, J PROP, S" AODREOME BASE COURSE, J1 PROP, S" AOBRIOATE SAGE COURSE, INi YIG J� PROP. VAR, DIPTH AmOATE BABE COURSE, 704 PICK SECTION 6 I I PICK SECTION l P PRIME COAT AT THE RATE OF ,15 OL, PER 00, YO 117- STA 12+00 0 TO 111- STA 14 +0 119- 74 1100,00 TO -0- STA U147 i -YIB- STA 100,00 TO -YIB- 5TA 15+0 p E4" CONCRETE CURI AND BUTTER, T EARTH MATERIAL, i U EII87I110 PAVINENT, r WIDEN BY YWHERE GUARDRAIL IS REQUIRED NOTE; PAVEMENT EDGE SLOPES ARE 1:R UNLESS KIN OTHERWISE, 0 om H� aoH' z >H X Mz �I> I .nD >m Y IWoo z,�v0 rm O:c Z p�D NH z N �D �m ,z oH Zi �o mw �o C �I �o m SHEET 1 OF 1 846DQ1 GENERAL NOTES; -CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS, EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. •JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. •CONTRACTION. JOINTS MAY BE INSTALLED WITH THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS, NONRTEMPLATE FORMED JOINTS SHALL BE A MIN. OF 1�" DEEP. -ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER. -EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT TO ALL RIGID OBJECTS, %11x1 °DEEP GROOVED OR SAWN JOINT TO BE,FILLED WITH JOINT SEALER I' BAD, I PAVEMENT JOINII PAVEMENT LONGITUDINAL JOINT RAO, 9" 2'•0" I' BAD, 1/8" RAD, 1 " RAO,�I �'.a ►� 2' -9" CURB AND GUTTER SECTION VIEW OF CURB AND GUTTER '► RAD GUTTER SU RFACE RFACE ,Q ;,4�'' r PROPOSED CURB & GUTTER JOINII PAVEMENT LONGITUDINAL JOINT RAO, 9" 2'•0" I' BAD, 1/8" RAD, 1 " RAO,�I �'.a ►� 2' -9" CURB AND GUTTER SECTION VIEW OF CURB AND GUTTER '► RAD GUTTER TRANSVERSE EXPANSION JOINT IN CURB AND GUTTER SECTION VIEW OF JOINTS z 00 HQ ZIT HmO . 00012 IZ w4Qwt QoxO0 N . w 0 ox Z ,H aH w0 0 9 w h �h o� z� W 3m 0� ca J hh ww N Z J o O� N NEFf I OF 1 846001 , ,Q ;,4�'' r TRANSVERSE EXPANSION JOINT IN CURB AND GUTTER SECTION VIEW OF JOINTS z 00 HQ ZIT HmO . 00012 IZ w4Qwt QoxO0 N . w 0 ox Z ,H aH w0 0 9 w h �h o� z� W 3m 0� ca J hh ww N Z J o O� N NEFf I OF 1 846001 IV, DAD AA MEW U1117 I VI 11 VVIIVIIIVVI bvil wv*111 I ELEVATION m n7 n6URn 11Vr✓ 1 DIMENSIONS AND QUANTITIES FOR RCP OR CSP CALCULATIONS BASED ON CONCRETE PIPE PPE DIA H1 MINIMUM DIMENSIONS D H1 B G T S L QTY 1511 31.311 11•611 21•911 21W 9h" 51.611 c 011 18" 31.1" 11•10" 31.2" 2111 10" 61.4" 1,0 24" 41.2" 21.1" 41.011 3111 1011 81.011 115 3011 51.011 21.611 41.111 4111 11 5 91.211 213 36" 5.•611 21.611 51.6.. 4�n 12111111.01111 314 REBAR IN ENDWALL (H' MIN,) USE WITH RC OR CS PIPE PIPE DIA' 15" 18'124" SLas , 30113611421' 36" 15" 4811 QTY QTY QTY QTY QTY QTY QTY 'X' BARS 6 1 9 10 12 14 15 HORZ BARS 4 4 5 6 1 1 1 1 6 TOTAL LBS, 41 50 14 112 1131 1 161 195 SLOPE AS INDICATED ON PLANS 'X' BAR �I " 1 v #4 REBAR HORZI g i (RCP OR ` F7 '•dmW)AS N W O B r END ELEVATION #4 RE[ 'B'•4° DOWEL Y BAR NOTE; -THIS DETAIL FOR THE SLUICE GATE PROVIDES ONLY BASIC INFORMATION FOR PLACEMENT. •INSTALL THE SLUICE GATE IN ACCORDANCE WITH THE MANUFACTURER'S DIMENSIONS AND SPECIFICATIONS. -SEE PLANS FOR LOCATIONS AND PIPE SIZES SLUICE GATE DIMENSIONS H2 QUANTITES PIPE DIA, PER 1 6111 NAL HEI HT D SLas , vo 36" 15" 115 012 18" 811 012 24" 1111 0,2 3011 12,6 013 36" 1511 013 D (RCP OR ` F7 '•dmW)AS N W O B r END ELEVATION #4 RE[ 'B'•4° DOWEL Y BAR NOTE; -THIS DETAIL FOR THE SLUICE GATE PROVIDES ONLY BASIC INFORMATION FOR PLACEMENT. •INSTALL THE SLUICE GATE IN ACCORDANCE WITH THE MANUFACTURER'S DIMENSIONS AND SPECIFICATIONS. -SEE PLANS FOR LOCATIONS AND PIPE SIZES SLUICE GATE DIMENSIONS PIPE DIAMETER A 15" 18" 24" 30" 36" GATE DIAMETER B 22" 25" 32" 38�11 46" FRAME HEIGHT, MIN. C 3611 36j1 48" 6011 7211 H, W, HEIGHT, MINI D 41,5 11 41•1" 51•10" 1'•1" 8'•4" HI W, WIDTH E 5' -6" 6'•4" 81•011 91•2" 111.011 GENERAL NOTES; 1, LIMIT VARIABLE HEIGHT DIMENSION (H) TO FRAME HEIGHT OF SLUICE GATE, 31 ABOVE THE H' DIMENSION OR 10' WHICHEVER IS LESS, 21 ATTACHMENT OF OATS MAY REQUIRE SPECIFIC POSTIONING OF PIPE AND /OR MODIFICATION OF ENDWALLI CONFIRMATION OF GATE DIMENSIONS AND ATTACHMENT METHOD IS RECOMMENDED PRIOR TO CONSTRUCTION OF ENDWALLI 3, PLACE NO, 4 REBAR ON 12" HORIZONTAL AND VERTICAL CENTERS WITH 2" MINIMUM CONCRETE COVERAGE. 4, CONSTRUCT 1" CHAMFER OR RADIUS ON ALL EXTERIOR CORNERS. 51 USE FORMS TO CONSTRUCT THE BOTTOM SLAB, 61 USE WALL THICKNESS J) TO COMPUTE QUANTITIES, NOT TO INFER SIZE. 7, WHEN THE BASE IS POURED SEPARATELY, LEAVE THE POUR ROUGH, 8, USE CLASS 'B' CONCRETE, 9. CUT OR 00 REBAR AS NEEDED TO ACCOMMODATE PIPE, STATE OF NORTH CAROLINA PROJ. REFERENCE NO, SHEET NO, R4502B 3B DIVISION OF HIGHWAYS PARCEL INDEX SHEEN' PARCEL No. SHEETNo. PROPERTYOWNERNAME PARCEL No. SHEET No, PROPERTY OWNER NAME 1 4 Shopda Stow 60 8 Bumesl McRae 2 4 Chadea Blue 61 8,9 Lee T per 3 4 Jackie Sloan 62 9 Rulh Land 4 4 Feed Smothers 63 9,10 Josa h J. Ros 5 4 Roger Thom son B4 9,10 Soulhem Ptaducls and Silica 6 4 Malvin Hart Est 65 10,11,12 Shirl AnnT ner 1 4 W.R. laid 66 12 Donald C. Locklear 8 4 Raul Pall 61 12,13,14 Bowoler Inc. 9 4 Louise Hart 68 12,13 James E, Pugh 10 4,5 Dorolh Greene 69 13 Uniled Slates of America 11 4,5 WhiOe Ha ins 10 13 Reaves landsca in and Desi p Inc, 12 5 Glad s Brown 11 14,16 Robert F, McLeod 13 5 Charles Smith 12 15 Gordon Matthews 14 5 Ammie McKo 13 16 William Dabbs 15 5 Bobb Ras Jonas 14 15 William Joseph B180 16 5 Ra mood McRae 17 6 S IvesterMcMillan 18 5 ELR Enla rises, Inc, 19 5 Willis McRae 20 5,6 Andrew While 21 5,6 Melinda R, Haile 22 6 Iva little 23 6 ELR Epte rises, Inc, 24 6 Adis Washin ton 25 B Alex Washin top 26 6 Curtis Monroe 21 6 Willie Washin top 28 6 Ella Little 29 6 Midslale Homes, Inc, 30 6 Grace Straman 31 6 HupterV.Eastadip 32 6 Oliver V,Simon 3$ 6 Olivia Peace 34 6 Gig Albd ht 35 6 Earnest Collins 36 6 Florence McKeithan 31 6 lepita Campbell 38 6,1 Olivia peace 39 6,7 Lonnie Blue Jr. 40 1 Willie S all 41 1 Cad Brinkla Jr, 42 1 Lowell Deann Johnson 43 1 Thelma Grace McKo 44 1 Martha B. Rushin 46 1 Carl W. Isaac 46 1 Olivia Peat 41 1,8 Bobb Belhea 48 1,8 Olivia Peace 49 8 Ruth land 50 8 Elitabath Scott 61 8 Andrew Rollins 52 8 RebeccaWilliams 53 8 Freddie McNeill 54 8 Ella McMillan 5$ 8 Full Gospel Church of God 66 8 Chester McLendon 57 B Easement 5B 8 Timoth Isaac 59 8,9 Martha B. Rushing 11 11 'I ' r ��•�� HIS '472E'fl 11,15' Ell �,�- N607S'2PE EIgE, ly' , X1'.1 'Y Nr''ge'3bY Nrs��GT I t � �,Iry;,r f7 EIP `'; �Ij 'I ''1 I I I 1 II W� 1111 j CADDEIL AND SPANS EN1iflSI 9� no Oil " I I II I % II 1 —7_ _ IP on o� h i- XNE • E r1 �f,"D Pis go 301f5X PM 311471 Pis Sk N90 as = 2'14'nt Q =17P8'34N ?(LTI es = ?IfPZ -L- STA,2894,18 END TIP PROJECT R -2502A Is pox u ° it Is _ -L- STA,298+00�0 SEGIN TIP PROJECT R -25028 s m r : LT - 8jjy R = 3,20000' s.2 Nspgs. "'+� EN N6p'gy�rE �J,S'p- ESP u SNORT S10RR IN PD2A P61 PO N LATERAL'V'K N- W /CLASS B RIP RAP SEE DETAIL I �EKo u ry /L ' V 16N I 'Y;�"-"- R�M�I�r. N 58'39'49J'EMI Nca I PLUG & (� I �� ABANDON :) ill —,._ _ ... W WIFS REMOVE N 0 SUN Q FROM STA Ml TO 111 30040 -L- PT I� SEE DETAIL AN, 3 W S M M ARCHIIECTS • ENGINEERS • RUNNER 1365 NAVANO OR. UITE 303 RALEIGH, NC 1 41 vv a � 5 -� -A0 POT If Iw,PER SW011ER$ 165D PO 0 '-CUSS 6 RIP RAP r N a ' r - L a z 1 I 5'CONC ISLAND V �IMUiNGm IQ=—_ yy- �E �, E 4 • E r1 �f,"D E ��D 5 h ROGER iNOWPSON "o I N$ PC 6S1 c' MEIVVI NARi ESi • W� WN P114 PD R9 i PS A PC RtAp, OB 6 600 I sE �, I I tl'q¢'o IODp 2025 ADT SEEEDETAD 0 FROM 51A 306+0010 SIA NVIll•L• Ri FROM STA 299 +95 TO S1A 301 +15 •L L1 FROM 11113 +5010 STA #22 •YI1• L1 m � -I �Uf1YC e "PPat IJ1 Q =13'ON 41(I'��I�T \'� " L =11363' 1 ; LEI PHI 1 w �AR Aif r� 05 US I ID9 zi rrNru�ti I. ", 1;2 I� ra 112 OETAIL C )FAIL J SPECIAL CUT DITCH lile SPECIAL LATERAL'V'OITU W to W) INot to SO NI ur 1 D NIA, d =1.0 Ft, FROM STA 12+0010 STA N •YIl• IT Mh D = Wt. FROM 1110 +50 TO 111 1111.111• 11 b i U MI. V 11CH S DETAN(� HAS SPECIAL PROFILE CUI DITU SEE OETA4 C or I " .ry I 0 Isro '� I I, SEE SHEET 16 FOR °L- PROFILE SEE SHEET 22 FOR -YII- PROFILE I ,s •YIT- PUSH ROAD h 26D8 AQT 2 ' 2025 ADT OETAIL C )FAIL J SPECIAL CUT DITCH lile SPECIAL LATERAL'V'OITU W to W) INot to SO NI ur 1 D NIA, d =1.0 Ft, FROM STA 12+0010 STA N •YIl• IT Mh D = Wt. FROM 1110 +50 TO 111 1111.111• 11 b i U MI. V 11CH S DETAN(� HAS SPECIAL PROFILE CUI DITU SEE OETA4 C or I " .ry I 0 Isro '� I I, SEE SHEET 16 FOR °L- PROFILE SEE SHEET 22 FOR -YII- PROFILE 41 f I + CRE PIS Sla 30Tf5,i60 PISYa 311 +E1 PIS Sk 3164WE N = UPI A .- 17P@'30ILr1 t1I _ zwgz Ur25X 0 0W61 U =250,00' LT 10 LzN IT =199 ST = ON r " mly $1' = 92 R= B r �;FJF-•'• �q pGl'd9'�2'E 14 NN Igo l n i6'43 12 ) N m p II I �I �I I I I I wrtr�; s N e 6a J I I MIN NN h 1 I I 011 i � �Ilf ! I I I I „„ u 1 !'np� I I + S ONO 9 1p/ AAA —r- J I AA ,� II ' lr I MhITIEI' �C� �I PB 6 PC 29 Nw, � I 64y� �I �P0 �Gpp I �P I � ♦" II II ♦ I I r-'a 111uI pii � III ICI �� 9 I SPECIAL P LE ti N I I '' s pia "' C IIII III � 13 I " 201.4 2 4 r r All I � Q PDT tg 11`� 11R PB 6 PO � ?1 h' rj 1 1�" r �I11 ' 11 OVAIL C SPECK CUT DITCH I Not t+SW tt .",l. l ah D PROM S14 320 +40 TO S5 3214 e114 6 1 N Y�t�y I I I I r I r I u I I I I it SEE SHEET 16 FOR JASON LN PROFILE �X —r SEE SHEET 16 FOR -L- PROFILE 0 Ul N n Q U MIN 44E40' Y i4'41'W'N' „Ig N� 4� } 2D AM NM1IiE 1 1020 PIN 1 611 PINT 11�•. III' SFa �3 +1i93 +�i9,i 4 I c� U924 0 a�Po I I S'CONC ISLANO� .� I , !.ate�:: l I �,� ELR EHiERPR6ES,41C, r 5P EReal7CI l Nu�f+s 22 o NEr N uf r4lE,ro 616 Po 1S a�Po I I S'CONC ISLANO� .� I , !.ate�:: l I �,� ELR EHiERPR6ES,41C, r 5P EReal7CI N� 5pryy� � rt t ' It ,s N Nma 26 IAYINWL m ro a6 I I I e 31 ; 2g UTB EASTERIING a a1 ro 4i1 w I I Film ro ", hN II I I I I II I I I II OLPN PEAS I I 1 COIFS I I FIDREN� IN ro� I I I I I N4 0 •, I I I I � I I I I 06 694 ro 646 I I O9 m 29 1 II II II II I: 'I I �II III i III I� �I II 22 I�I1 • �I 21 I�1 i 2s j j � s2� 81•A nur[ I ndnva I 4 •' 16J,t � I I �I + 25 wA raan As�uo i Aux NASiWCrON p. , p I I4I 0618 ro 5116 I ti �s S {'rp'U'N�' • I I k�NS : I ErJ I 2Q I 1 1 � 1 it � � � • � �� •1 r l• O �- SPECIAL CUT UI1CI(� S, �� r� s OB 42 ro 30 OLIVES VISiRONAN SEE OETAL C $ r 1s,po' me Hill n v,� .'~� -rte 1��iffill WPM c I I RP RAP I� I I I Blfi � 3q I LAw kl r ISEEIDEA, I OB ro Pp JI JJ �I II�; � I N4I59'Vi'E II )I WHM PC I I !f I till II II ii t�tt; I I I I� I I • II ,� �h 38 out PEKE 1111 ro Q pD� D z M U924 N D CF W _W + Ra 10 lly .4 -3- WRVS 109 OS 1 109 PIS>~413 +3391 2 �� r1 172 2 2 I I W 09 0330 2 I I >1A INC EIUE 0. n 1 I I 31 No Pon r, •1• IEAOER LANE I I (4p k I Nrg R ■ 340Ap 06�Q_AOi I I IENU CIAIMU 0 ■ NC 2025 OT II 00 941 K44 I I� IN CONSTRUC1I II No,uY..- .. -.. W I I 54144'ps•"'� `"' �I I I I' M " FROM STA 1 +00 TO STA 13 +12 19• LT W II I, I fROM STA 340 TO STA 3334T0 d• RI ',1" FROM STA I +0010 STA 13450 rl9 Rr m SEE SHEET II FOR .L_ PROFILE SEE SHEET 23 FOR -)`6- PROFILE IN l o,I Q M 21 I 0 ry ERA R, RAIEr No ro 411 I n6 no I N� 5pryy� � rt t ' It ,s N Nma 26 IAYINWL m ro a6 I I I e 31 ; 2g UTB EASTERIING a a1 ro 4i1 w I I Film ro ", hN II I I I I II I I I II OLPN PEAS I I 1 COIFS I I FIDREN� IN ro� I I I I I N4 0 •, I I I I � I I I I 06 694 ro 646 I I O9 m 29 1 II II II II I: 'I I �II III i III I� �I II 22 I�I1 • �I 21 I�1 i 2s j j � s2� 81•A nur[ I ndnva I 4 •' 16J,t � I I �I + 25 wA raan As�uo i Aux NASiWCrON p. , p I I4I 0618 ro 5116 I ti �s S {'rp'U'N�' • I I k�NS : I ErJ I 2Q I 1 1 � 1 it � � � • � �� •1 r l• O �- SPECIAL CUT UI1CI(� S, �� r� s OB 42 ro 30 OLIVES VISiRONAN SEE OETAL C $ r 1s,po' me Hill n v,� .'~� -rte 1��iffill WPM c I I RP RAP I� I I I Blfi � 3q I LAw kl r ISEEIDEA, I OB ro Pp JI JJ �I II�; � I N4I59'Vi'E II )I WHM PC I I !f I till II II ii t�tt; I I I I� I I • II ,� �h 38 out PEKE 1111 ro Q pD� D z M U924 N D CF W _W + Ra 10 lly .4 -3- WRVS 109 OS 1 109 PIS>~413 +3391 2 �� r1 172 2 2 I I W 09 0330 2 I I >1A INC EIUE 0. n 1 I I 31 No Pon r, •1• IEAOER LANE I I (4p k I Nrg R ■ 340Ap 06�Q_AOi I I IENU CIAIMU 0 ■ NC 2025 OT II 00 941 K44 I I� IN CONSTRUC1I II No,uY..- .. -.. W I I 54144'ps•"'� `"' �I I I I' M " FROM STA 1 +00 TO STA 13 +12 19• LT W II I, I fROM STA 340 TO STA 3334T0 d• RI ',1" FROM STA I +0010 STA 13450 rl9 Rr m SEE SHEET II FOR .L_ PROFILE SEE SHEET 23 FOR -)`6- PROFILE IN P PROlECi �fE�NtE N0. SHEEi ND, R -25028 r W SHEET NO. ROWAY DIM tT01Iw EHGH'@ll PRELIKIN RY PLANS a P� 45 wo PEACE H S M M ARCHITECTS • ENOIHEERS • PLANNERS g �8 GG CARL W. x 409 1305 NAVAHO OR SURE 303 RKE101,NC 21609 VIA PEACE 06 469 N* 1 BASIN OMTFALL I`tD 43 �' I I' 11100 SEE DETAE N �II NtE ` I I TEMl1 MAI MCROP 1 I 1 111� DB in MIN CLASS 8 RP RAP y aBASIN 4D r r BOT El - 359,0.359.6 a rrr WIRE :J60T r ,r BERM EL : 362.0 a . 1 SPEII r, Mfg � Q Y0104 CAM r „ 3� ' FORE BAP I I II I STA, ARD BASE TCH ECIAL PROFWE I I $EE DETAE L I I a � �' I I II ! 1, "'" SEE 91, E 304 i DITCH +>3m I I A�00 i tai I sl : II i� r C SS B E CI ALA no I (I -- - - -- -- r . >� RAP IsEp PD E POE 'JIB w REMOVE, J D r, N1 _ k kX a CoN M E P l2DIWIFS i m �► u�� a .�, iII 4P4EOE Syr d MOVE °P pll 2q b � � �•A u' JCNA Iy � (zj __--- - - -_— –_ - __— _ ------------------------ y__ _.._.___ 42 36A � i 31A I S 39 O I I S00?' II L LOWELL DO AM s OB M3 PO 243 BERM DITCH I SEE DETAIL D I I BERM DTCH I w I I SEE DETAIL 0 I ° MARIHA L REINNNC 0 C n M NMI mm BI N ro O ' II � I C I a$ II b H ° c � m 4ty UN n m u s r DETAIL D DETAIL L DETAIL M a BERN DITCH FORE BAP BASIN PALL DETAit C IRot to d DETAIL E f V to $* FIOw INOt to sa>bl a SPECIAL Cur DITCH STKARD BASE DITCH I� FLTER wE� a (Not to Sode) Im to W Pf Y RIK �tid �I—, 91 �� "� 3 J o aaPC D 0 D FLTER FILTER FAB91C I , I 04 C LO Ft, FABRD Min D 40 Ft. MIR 0 : 0 Ft. 1 Y.0 Ft, Type of Llur : CLAD B PoP PAP I Typo of liner = US 19 RAP FROM STA 341 +50 TO STA 368 +00 °L- LT FROM STA 344 +00 TO STa 341 +00 -L• FIT FROM STA J46+50 TO STA 341 +10 L. LT STA 336 +25 •L• LT SU 311 +66 •L• LT FROM PA 341 +66 TO PA 348 +50 d- RT ti SEE SHEET P FOR -L- PROFILE 0 1 / 53 0 w i CIu I C I I x I + CURVE ' Pla Sta 350+336 PISIa 35E+89� 4r) iol Pla Sfa �� +1&03 @s 2'41�'yryg p■ 631522 9a = 79/2 I U'. th� �N � r � r S�hB LI r V�AJ - � JWM ■ 9--832 r o IMP SC i UJY R' B' 54 �av 0 w i CIu I C I I x I z t J 13� u — Y G 48 OKA DO ($et 0 -I 20 —L�— 36 I I; II f1 OI1CN I I C DETAIL 0 II II 'I 49 ,ti 4T - -rte a au I I I I I I I I I I I I I I II Ise I I '•'� i , i .ill �I 0 5r II � I II II II I I� I a� 55 �� iii � I I I I I KAT i I t II 1 'bl I I II I, II I. WIc I I I I ,SEE �Imlr�, 1 I � t ISO \` fD I I N I I'0th fi' � u P t� OB MINI, 'G e 'V II 51 li o II II 50 I I l Nil 6111 pe PO N /0/y � � I Eu DETI0 BERM DITCH RHOS* JILL j'. I au� D I IPA 0 -- 14 R, I I FROM STA 346 +50 70 STA 349+00 •L• PT r� 4t fvw M R 1 rnAC M� ' I , ,!_ nul = osy. •ssy.0 WE = 340 MARINA 9 �N10 r. I ` z t J 13� u — Y G 48 OKA DO ($et 0 -I 20 —L�— 36 I I; II f1 OI1CN I I C DETAIL 0 II II 'I 49 ,ti 4T - -rte a au I I I I I I I I I I I I I I II Ise I I '•'� i , i .ill �I 0 5r II � I II II II I I� I a� 55 �� iii � I I I I I KAT i I t II 1 'bl I I II I, II I. WIc I I I I ,SEE �Imlr�, 1 I � t ISO \` fD I I N I I'0th fi' � u P t� OB MINI, 'G e 'V II 51 li o II II 50 I I l Nil 6111 pe PO N /0/y � � I Eu DETI0 BERM DITCH RHOS* JILL j'. I au� D I IPA 0 -- 14 R, I I FROM STA 346 +50 70 STA 349+00 •L• PT r� 4t fvw M R 1 rnAC M� ' I , ,!_ nul = osy. •ssy.0 WE = 340 MARINA 9 �N10 MPRAP I BASIN OOTFAIL E W $EE DETAIL M F �sEEEDEiAK.I RDOV---- h� uS 12�BS1 N , r ,flEMOVEtl C � efi9l�iF m LATERAL V OIiCH III B WAR LAl SEE 01TAL E I p , � ItPON � ro a h1 � Ny °ETE A a pnH Ei r INot to Sadal D0 � � � q q0 A 0 N � 61 U! TMM OB 30 N Star Ma 0 = off. FM Max, a = I'D Ft, DETAIL l DETAIL M r jw, o ll� 6n B 2.0 Ft, FORE BAY BASIN OUIFALL b - 5,Oft, (Rot to SWI0 INot to WI Typo of UrAr i CLASS B RP PAP f 0' OW NOR EL M STA 359 +60 r0 ST4 1609 -L- LT PPE p FLOP 0 DETAL °a DETAIL Fia AL fc fgTERFABPoC WERY OITV 1.111111'1' CH (Not to Sodrl (Not to TYOa at Liar 1 US B V AP lyoa of Unar = CUSS B RIP RAF $TA 360+15 •L T STA 360+63 L. li Skw Saw our t. D pp MIDI D = 60 Ft, 0'P MIN D r 1,0 Ft, fib Mox.d -1.0 Ft. dv b =SOFt, b:5.0Ft, bss�• SEE SHEET 16 FOR —L— PROFILE rym of 1.1nor = CLASS B PIP RP FROM S 360+00 TO STA 361+25 •L• RT FROM STA 356 +10 TO STA 359t31-L• RT / FROM $TA 356 +60 TO $TA 359 +60 •L• LT UP J� m6 rim .I II, I I' 'I I .I I' Il• �I I' II II III I ' II MARiNA & RItiVNC II p6 A9 PO �! II .II ' I I ..I 11 I II II II �II II �II ; ICI �I RUTH A 1 I I6oD7 Sr -01 T =18&50' BOi�l EL 0.2-114 1�1 WEIR EL - 0,0 1 BERM EL = 310 °' I •LA1ERAl V 09CH I 'SEE FAE A ppE� N' I 0 I II ,1 I -L- (LT0VE Pls 5 Sam PISIa 36+739 Pis N 312 4198 6s = r9340 b- NOW) 9s - rsym Ls - 239,99' D - r34'391 l8. ew LT - 160,00' L x31811 LT = JOS 9 w 8aoo1 T ■ 1699 V - 80,00' R - 392A0' a uoo0th + i �OF SEE DETill�0 S 64 pN � 2 � 1 LS )ITC �A pE �1E SPECIAL PROFILE CUT DITCH Q J SEE OVA C Q r, i✓ "k✓k ry;n;' _.� � N'___...__-_ -_ -__q t1` I�! Fur Iarar- _h_p -F_ YI $ I +' 60W � At.- - ^�„ �.�� +.•�� *,��.. I I 50,86, �IREMOVE 4 4 ' 261 E- X I i1 p ISGB G *�. LAiERAL BASE )ITCHI SPECIAL PROFILE SEE DETAIL H s 1, I� L OEi All UE )ITCH ITAIL C •� n LEE T11FlI + NMI PO i + E DETAIL A LATERAL 'V' DITCH I Nuf to Sod�l -L, (RTJ PAVE Pls Sfa 363 +3684 PIS1a 3 10333 PIS SY1310+ 6s = 1`9352 L. 5 W(Rrl Bs ■ 1`54'3; L6 -w D r 35'298' L8 =23999' IT o' NIrwB � 60 Ff, b I MFt, FROM STA 365+65 TO STA 161 +10 •L- IT FROM STA 36140 TO STA 368 40 L- RT FROM STA 168 +3510 STA 110 +00 L• 11 / DETAIL C SPECIAL CUT )ITCH (Not to M 0 MIN, 0 1 G0 Ft, FROM STA J68 +5010 STA 37IfOO •L• RT FROM 57A 313f00 TO STA 314 +$p -L- LT -L- CURVE PIS(a JOIN b MUM D - 1`3739.5 L = 6453 T = 323R R = 3�92D0' ( KiAll H LATERAL BASE ERCH I Not to MI) yl �— $ooi 0 W Ft, 6 - 2Aft. b 15.1) Ft, ROM STA 365 +5010 STA 161 4 1- RT DETAIL LL FORE BAY (Nor to SW B�wN I FLIER PPE P FABRIC FOR FABPoC Type of 1.1w ! N$ 6 RIP RAP m I r DETAIL M BASIN WALL ROW (Nof to Sol) wER El 14Lfi:.5111 mi SEE SHEF 16 FOR —L- PROFILE = 160,00' L -31286 I6oD7 Sr -01 T =18&50' Sr - py - 3,600' Ra =D4 a4'.dti o' NIrwB � 60 Ff, b I MFt, FROM STA 365+65 TO STA 161 +10 •L- IT FROM STA 36140 TO STA 368 40 L- RT FROM STA 168 +3510 STA 110 +00 L• 11 / DETAIL C SPECIAL CUT )ITCH (Not to M 0 MIN, 0 1 G0 Ft, FROM STA J68 +5010 STA 37IfOO •L• RT FROM 57A 313f00 TO STA 314 +$p -L- LT -L- CURVE PIS(a JOIN b MUM D - 1`3739.5 L = 6453 T = 323R R = 3�92D0' ( KiAll H LATERAL BASE ERCH I Not to MI) yl �— $ooi 0 W Ft, 6 - 2Aft. b 15.1) Ft, ROM STA 365 +5010 STA 161 4 1- RT DETAIL LL FORE BAY (Nor to SW B�wN I FLIER PPE P FABRIC FOR FABPoC Type of 1.1w ! N$ 6 RIP RAP m I r DETAIL M BASIN WALL ROW (Nof to Sol) wER El 14Lfi:.5111 mi SEE SHEF 16 FOR —L- PROFILE e MET IRM N0. 611EEI Na R'2E02B 10 ro I ROADWAY Dom Nr WAC EHGlO BIGIe PULIMIN RY PLANS ro Nor nn roNmuc�t+ do �" A HSMM ARCHITECTS •ENGINEERS • KANNENS 130E NAVAHO OR, 5UI1E 303 RED, NC 21609 BA$N I �`7 r 80T a ; 310,0 0.310,3 + BERN U W 1 I PDE 1 BASIN OUTFALL $EE OVAL II ' 65 I W AM TYHER STANDARD V OITCH �Q \ J N N4 PO 211 KASS B IF RAP �?t�o SEE OVAL f pis AND MA FORE BAY ' ,, „ �1" STANOARO Y DITCH �"� r I 88138 PC 2 SEE D A l w �` WICLAS5 T RPRAP 3N 124' $EE OVAL F >t II IDE w.� -I Ln t` REMOVE + 16 use P � uN¢t�r r 61 All ANNE Hw SB WpFS .�. m v q > V 16 Q 53 zap } y ")o 2ci , OR SS 2N E E E 6 'I G SPECIAL PRDfILE SPRIA1CB OFLE li I 65 CV DITCH 1 ,, 4 ,$EE DETAIL C SEE OVAL C II II SIwRIEy ANV 1YNal 211 nL r, • JO$EPN d osY � DB OW PC 9 II II�• n II' q a II' c 17 II. t1 II 0 h I I f DAVE Tm n f I I� DB I3B PD d o III i g DETAIL L DETAIL m 'I DETAIL F fDRE BAY BASM1 OUTFALL STAN WDITCH Iwt to Scael INot to W Of TAIL C INot to sodd FATER F� °w o $PEINot CUT DITCH � INoi to SaNl JaL FABRN PIPE I' d I saM G � � d M1 1 AD 10ff, a aM r Fr Fa W 0 M Mad c Ft fA611IC fN TER NBPoC °s Alin D =1,0 ft, Type of 0w : OtASS B RP RAP Type of 0mr CLASS B RP RAP Type of Uner CUSS 8 9 RAP mV STA 3804 TO STA 383 +00 -L• IT fRON STA 381 +65 TO Sip 385 +15 •L• LT STA 1+55 •L• LT STA 31HO -L• LT a fRON $1A 316 +50 TO 55 316 +881' LT f e I SEE SHEET 19 FOR -L — PROFU xl�z$ ! r II � �' II �♦ r i I I h, � I a'cr NtA ..•••�� I I$ a I I ��, � � Eus SPECIAL PROFLE J gl c w � `�,�.• ~ IMmm OITCN 61 ! 4 wo FfM Sr�"4Ir1� d rr r Q in or f 15' r• 60 0 � 4 CLASS B RP RAP r � -cEA9s B j RP RAP LATERAL V OITM ,,•, SEE OETit A , �;u�OfN SEE SHE DRNEWN 1 1 �sR � 11 •� 1 1 ` yl X11 1 E1 B1M Op IRAI T NIN t to Sadd �. " sbv� D A,0:QFt, D t 6,Oft FROM STA 304010 STA 794+00 •l• Li FROM FROM STA 390 +0010 FA 394 00 •l• R1 I 1 1 I NEMOrt i t 11" T' '`�u�, LL ^r� i- 09 DIN E Not le : ■e � LAIR BASE YU d t � I Nat to So* Any D � 64 ft. B 2DPt, Ulm0 I,DFt. b =U Ft. SEE SHEET 19 FOR -L- PROFILE r1,}92 +0010 STA 19H E. Ri FROM STA WOO TO STA 40140 �• RT + XNF P18 SIe 392 +1162 P* 3961,5376 Pis %404+7142 88 - 72702 �- 16 41369 (9) 88 m I2I03Y V V a LTr< a n LL B74 M IG6b6' ST ■ 63JY R - Off ST a uJY O Ba4 �Q ^^rr 6J 1 $AD AMI 111ER � OB 414 PO 441 � � 4 v 1 1 1, II IIIFa rl �I I Nw'wo I 45- WD Xl�nrne I�� .,o G Sr�"4Ir1� d rr r Q in or f 15' r• 60 0 � 4 CLASS B RP RAP r � -cEA9s B j RP RAP LATERAL V OITM ,,•, SEE OETit A , �;u�OfN SEE SHE DRNEWN 1 1 �sR � 11 •� 1 1 ` yl X11 1 E1 B1M Op IRAI T NIN t to Sadd �. " sbv� D A,0:QFt, D t 6,Oft FROM STA 304010 STA 794+00 •l• Li FROM FROM STA 390 +0010 FA 394 00 •l• R1 I 1 1 I NEMOrt i t 11" T' '`�u�, LL ^r� i- 09 DIN E Not le : ■e � LAIR BASE YU d t � I Nat to So* Any D � 64 ft. B 2DPt, Ulm0 I,DFt. b =U Ft. SEE SHEET 19 FOR -L- PROFILE r1,}92 +0010 STA 19H E. Ri FROM STA WOO TO STA 40140 �• RT i x I I -L- (6) ME Pls Slo 410+118,68 P00 418 +5600 PIINFU R p 5M Q= 050J) 61 R FCC U = 320D0' D x 3'3P598 U = 320X 1 I LT R 213x15 L = IM9 LT • ZMY 1 / ST =10611' T 65011', ST ,; 106,11' R X 1 8 r Rg I PIS Sfo 392 +119 PISb 398+ 6 PI8 t 404 +E12 es = 72703' AF 141 (RT) R = 2'22'03 ' L4: R @50,00' D =153' Us 25V x LT 186JU T R 6 5S � =4983 1 ST = 8335' 3,0 1 z z + t NAIARBOUS SM 8ASIN 1 SEIRIEI' ANN 11�A L 1 I i OB M2 PO 211 ( wlSLUCE WE � ( EOi EL , 2840 BERN EL ! 281,0 � a VW REMOVE u CHAT NR CHANGE sal mm SEE DETAIL N 2360 0,20% PORE BAY G1 3,1 $EE DETAIL L CLASS 8 IF RAP f � 81.46' _� k _,.� -• °"`— ,.�„�.,,r � —=- ...�:__.w�`_`.� EY(�11NCRl��r4'�"r- E,�.6!Y�' p'�� y 19'CONC y'/ .... ►� n TEr �" TI NN b , CB r ~' REAIOUE I USA 12M �- -..- REIAGVE -L- w. BE56'41AT- �� - -,, "' - -_ ;:_��° - - -_ -_� �� = w__-.-,� D , cap NN N �caN I µ p ti..t Q i A k �^ 4 11'WC X^ �tENNp X � rr N4 Off �ONO)M p r �_~ u t WK V DIN I �� x .X2'cNl z k SEf OEiAL A 0 s w f BOWATER K x DB 6l0 PO 2n � ' No k u�g � ooNALO &L(�NLEAR�O z W AM TI?IER r N49 PO PT Mab�o u E -L- (5) ONE -L- CURVE Pls S o 04.2 P/N 416+00 Pis Sta 425 +5158 PISk 418+8878 8s a 5'3B'S42' Q= fV92ILTI 68 = 53 542' L. 5628'UNTI Ls r 3xx D = 3'3P Y b = 320,00' D = 3'3f 510 LT = 213 ' L 121913 LT m 213,44' L x VW of � 0 5,- IC611' T = 61522' ST a 10611' R - 85921 I p 193D0 X IWt to Sodel o = � ' z DETAIL A 0 = DB MEN U LATERVV' WTCH PMK ,kt to M) PAPER FINS True of Cher : USS B W RAP 11 D :11 Pt, k STA 007 L. LT b ! 5,OPt, STA 414 +02 L. LT PROM STA 411 +85 TO STA 415 +00 •L• IT SEE SHEET 20 FOR -L- PROFILE as r OVAL A OVA L - LATERAL'V' OITON PORE BAY .�. �N�� I bi to Scald I Ibt to fold 2 ,- ,� ��, IwII� FATFR PI St 416 +8918 J m PFE r FA9RO Q� 56'28' 5'IIII R � .�. -0 D ■3'34'516' FITEN I ` 1'611106' i 5. K FAIC T "95925' FROM $TA 423+50 TO STA 421 +50 •L• RT TYP' 0+ line � aASS 9 RP RAP R FRpN TA MO TO STA 540.3- RT STA 424 +60 •L• LT NOR TA 46+0 TO STA 415 +10 -L-fl / f R01 CLASS B EPA Y RAP w P4 4 41 �, \ 111 b of I w � B6MA�K p t< E0 STATES OB 261 PO M in PO N ftanf+air J I 1��41�i1�+•�1 I 109 US 1 109 T 72 •YIS• SPECIAL FORCES WAY 2006 AOT 7TAOT n I� I G DE1Al 0 STANOARO WITCH (He to SadA 0 Nh0, 0 Ft, STA 1450.919• IT n BOWATER K 4 IN MST + �4 '` F 9 r G�\g s +I- (IT) ONE Pis Sk 4'0+9968 pi go 4163 0 4 6s ■ 54E'0 A. 44'S0'S3D'0 $1 548413' n BOWATER K 4 IN MST + �4 '` F 9 r G�\g s OEM R TOE PROTECTIOII 4 I lbt to SOCkI � fF1 4WR000S SPILL BASSI MIRE M rotor BOT,EL : NATURAL ROM d IA Ft, Pon WEB EL 283,4 + RAP P iyoa of we • S B RF f�N $ip X18 3S TO STA 423 +SO •L• RT IITI�OUL —L�H" � 10 + REAVES LAM AHO OESICII NC, � rSN0 KP BERM GUTTER MW PO g x' o� 1jjjjjjq�jI 1111,111 ~� F UO TOE SEE OETR A PROTECTION I SEE DETAIL E REAVEB LANOSCAPM 4 DO K j I OB M66 P4 t "U ��ujy1r ..T ppl,, irPUs PISfa 13025 L.265.37 , y� � I C JO y r i fa {�j r�'ur, � r J , -L- IRTICUNE ^ G Pis 90 410464.2 PISIa M6f46,i0 Pis S0 1 Q6. 255 5302 Qa 450392U) R Q 5856 ,,,324a 0 r 3'31'ey U JXX I LT - OR L» 0973 U � 939 S *W T = 61522' ST ■10611' R I� 0 BOMATO WC. moo T6 261 4 IN, 10,,x.,10 man ITI I-17 B4 B ilA 00 +I- (IT) ONE Pis Sk 4'0+9968 pi go 4163 0 Pis 5 4f� 6s ■ 54E'0 A. 44'S0'S3D'0 $1 548413' U a 320D0' D'. 3'31'596' Is ■ 3Y4.9 LT a 14439 IT OIDPATi ST s M7 Ts a � R , ST N rI19 B e OEM R TOE PROTECTIOII 4 I lbt to SOCkI � fF1 4WR000S SPILL BASSI MIRE M rotor BOT,EL : NATURAL ROM d IA Ft, Pon WEB EL 283,4 + RAP P iyoa of we • S B RF f�N $ip X18 3S TO STA 423 +SO •L• RT IITI�OUL —L�H" � 10 + REAVES LAM AHO OESICII NC, � rSN0 KP BERM GUTTER MW PO g x' o� 1jjjjjjq�jI 1111,111 ~� F UO TOE SEE OETR A PROTECTION I SEE DETAIL E REAVEB LANOSCAPM 4 DO K j I OB M66 P4 t "U ��ujy1r ..T ppl,, irPUs PISfa 13025 L.265.37 , y� � I C JO y r i fa {�j r�'ur, � r J , -L- IRTICUNE ^ G Pis 90 410464.2 PISIa M6f46,i0 Pis S0 1 Q6. 255 5302 Qa 450392U) R Q 5856 ,,,324a 0 r 3'31'ey U JXX I LT - OR L» 0973 U � 939 S *W T = 61522' ST ■10611' R I� 0 BOMATO WC. moo T6 261 4 IN, 10,,x.,10 man ITI I-17 B4 B ilA 00 n x c .1 SEE S El 20 FOR -L- PROFILE SEE S ET 22 FOR -M- PROFILE 1 r , IN F IATERAL'V' 011CN ' }a ,�+ SEE DETAIL � BOWATER NC, N IN No? n x c .1 SEE S El 20 FOR -L- PROFILE SEE S ET 22 FOR -M- PROFILE 1 r , I INVATIM K Igo No? V BEO, APPRDA H 9Aj BED. BRO E •L• 41 +8 . D •L• 132+ . I SHUDER B5M CLASS HIP RAP \ /+D G�iR PE ppla�t ti� N N n � rn�iiniilr uo tror U � H � aBCHiiCCTS ^ CN0I1 'F � 1305 NAVAH6 0E1, SHI1E 3 � PO ROBT F. WE No mill I � 4 little h � little , rA u, :- iii f7 /`!I '' � 1- I I��i p�■ ,� �1 it I,;,, s 9, , , x ' S ! I I ROM F,uUraa ''/ � � � � � PO X16 �� •��. � , � p I SEE SHEET 21 FOR -L° PROFILE �I I I i f�A7 IYPE J�0 SHO O R OBW lYP !! I t a W a 5000 K o p 110 MST j 9, , , x ' S ! I I ROM F,uUraa ''/ � � � � � PO X16 �� •��. � , � p I SEE SHEET 21 FOR -L° PROFILE PROTECT URRRECE NO. SHE11 No, R -25428 15 1 J Ah4 sHEn No. -L- (LT1 CURVE � �� FHCHTDPII� -L- ILT)M Pis Stc 446 +1400 PISYa 446 +5,i,36 Pis Sfa 3450+ 268 �a� 6a i P49000' Q■ 735'12(LTl 6a ■ 0'45'006' 8 PIS Sfa 454��93 PISIa 456+8(10 La =150A0 D = P0000# La ■ 15000 FM 9s ■ 645'09,3' L■ 15153ff) LT =10000' L,- 25868 LT =10000' La ° 150A0' L = P00'12�' PRELIMIN U PLANS ST = 50A0' T =1�,V 9 = 5000' LT ■10000 L ■295 So NOT on caareA t+ Rawl, 7 I T =14111 0.2 R ■ VOX Ft 0-03 long SOU1NEfdE m BB 419 KID H S M M O p° AR EIRTS • ENGINENS " PEANGS 1305 MUIIIC OR 01% 303 KEIOH, NC 1109 ON PG Q �� D8 pA6 S IN IN �P G9RBBN Oita Rim No d 4 NAYAROOBS SPLL WIN WISLUCE OCE SOT EL : NATURAL GROUND V � BERN EL � 1BIA O71 a � j I j � C(I iROOTNIN I I OB RB N4 ROBERT F, IN 3 t MIX 1`6416 I � + go, I +� + 15 C FORE BAY LATERAL V OITCH " SSE OETAL L 4�FWICLASS B RIP RAP, I 0 ♦ r, „ ., „ ..,vnvnv"'"�' J I1 4�EE Ova S 0 SNOULBER BERM N 99 COTTER r ee ABAHOON- �"' nor w Z J I _"" " SuC4c_ .= __� —.,,u nlr uM� �•,�ukrh a tr, $HOUR BERM 1 yy CA I w p U GUTTER W� I I EF y 14 N 73 14 l � TI I �, r WLUAM or Rim °b WLLIAM OASES LATERAL BASE FIN & ROBERT F, Mtl EOO + r 1 918 PD 3 WiCLASS B RIP RAP OB 5R PO 664 , 4 WE M43 $EE OEil l / SEE KTX I OB o NMI + I -L- (RT) 0530 N ONSTRUCTION RUT OET11L L �. PRE r (M45HO END TIP PROJECT R k2 FABRIC + NAURDOUS SPLL ism li � WiSLIICE GATE t ! K N Type of LIRar : CLASS B PoP PAP 801 NATURA OWN p STA 441+55 °L• Ri 3 54 OR •L• L1 Q DETAIL E DEiAII I -L- (R1JTRah'Slllldl '��" -L- IRi TR�V if N LATERAL Y OITCN LCERAI BASE Y N P1 �c 4 408 P190 95092 % INaf to SoaNl 'NO }o Scot) �= 044'285'(LT) D Ulf428�YIRT1 =14'499 DOr i UA 0 d WI °0 I1Ff, L w 30005' 14 t 0 : GO Pt, fft Mast, d , Q Ft, T ■ 15003' R ■ 23JT6�3' { fl to M�r,d:lOft, �1MNBb(w B =2AFt, R� 23M.0 B =NC e D �SAft, D SAFt, 6 �� 1p of Llmr , (LASS a PP RAP 1p of Ehr =1ASS B RP RAP SEE SHEET FOR -L- PROFILE FROM STA RIO TO STA 450 +90 1 - LT FROM STA 441+55 TO S1A 453 +50 �- PT N plug. gF._..': U.-. .. .y�x�r�i�iiiiiiii�iiPii�irrrr��mu�� x:? ROXI MINI N I NO, 9NEEi N0,