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Home My WebLink About20080737 All Versions_Maps_20080425 (12) See Sheet I -A For Index of Stet STATE OF NORTH CAROLINA R4° "A e See Sheet 1-B For Conventlo,aol Symbols TRI •C x-00020 1 R~i/ ADI.W I.LRmmt Ng01M _ ~ , . ~ o • 1 ~ ~ DIVISION OF HIGHWAYS 35196.1.2 NHF-DP"100002 P.E. 0 4 o' •I• ,g ~ ~ ° ~ ® ALL DIMENSIONS IN o - ~l ¦ THESE PLANS ARE IN METERS o = CUMBERLAND COUNTY I - m \ - , r 0 LOCATION: FAYETTEVILLE OUTER LOOP FROM 2.09km EAST OF NC87-NC210 TO US401 GRADING, DRAINAGE, PAVING, SIGNING, T / - ¦ TYPE OF WORK SIR V •t SIGNALS AND STRUCTURES W m .7 4R m VICINITY MAP O M.AMUR RIND BEGIN BRIDGE R1 moq Boa nn m+eBr- wet 155 7ESE1 -YB- REV -vu- EanB5 D¦ sm END mote E Elt STREET n1+67+E W1t -riF" RE 2112) EBGR 5713E -Y7- (SIR 252) RD{3AD R2 -}3 f STA. 83+40.000 L- END TIP PROJECT X-0002B 124221) STREET STA. 83+40.000 -L- BEGIN TIP PROJECT X-0W2C REIGN BRIDGE s1na. I t _n- 8 PD&SIE 5713E END BRIDGE 4 a~ ds 2108 11 A -y6- 111+57+r E¦ 1 N IN BRIDGE PINE w w s1REET ' -riR- ISR A -yS- Y FARMERS W R 5[RNGE ROAD Nat 1l II Gy D 1 BEGIN mwA ,,c as I v 7' aD~D ? ~ ~ ~ eEO BRIDGE 1B+O+,F -1 S \ 5ERm R10DAD N•.3 f J © ( 8 9 9 0 / mD mDGE cNESUE.131o1D 746+49+/"WiL sE117~ 1oAD N•.5 I -y-REV D r NND•¦ae BEGAN enoGE ( IEtNEI 144+00+A- V~ ~ -,o CLEARING ON THIS PROJECT SHALL BE PERFORMED "DIN EK 4~,, • TO THE LIMITS ESTABLISHED BY METHOD III. STA. 149 +10.035 L- END TIP PROJECT X-0002C A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL THIS IS A CONTROLLED ACCESS PROJECT STA. 149+10.035 U BEGIN TIP PROJECT X-0001DA PRBLOMUSNARY~ PLSANS BOUNDARIES OF THE CITY OF FAYETTEVILLE. WITH ACCESS LIMITED TO INTERCHANGES V Prepored in the Office of. HYDRAULICS ENGINEER DIVISION OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGIN STATE OF NORTH CAROLINA 1/N>XOFFhTT & NICHO), 0 10 5 ADT 2008 = 34,700 "RALEEAST ICi,NINTHC.m" A 2?ioiw R N LENGTH ROADWAY TIP PROJECT X-0002C = 6.385 km ¦ ¦m Eu1 wxc Isis ni-1m, ED PLANS ADT 2030 = 59,600 2M ss15mARD SPRCffrGARONS m 5 tD DHV = 9 % LENGTH STRUCTURES TIP PROJECT X-0002C = 0.185 km* PR D = 55 % RIGHT OF WAY DATE. T.R. REID, P.E. TOTAL LENGTH OF TIP PROJECT X-0002C = 6.570 km PROJECTRRORim= ROADWAY DESIGN PROFILE (HORIZONTAL) T = 10 % Is MAY 31 2006 ENGINBSR , O V = 11 kr3vfi rD 1 2 Q o~ LETTING DATE: T.E. HUFFMAN. P.E. r ~ (1TST 4 % DUAL 6 NOTE. LENGTH BASED ON WBL BRIDGES NOVEMBER 2008 PROJECT nxsrcx $vcaaeR PROFILE (VERTICAL) + Ps PB FUNC. CLASS = INTERSTATE + SrA3E mCHWAr D¦SIM srrcne3RR PROD. REFERENCE NO. SHEET N0. Note: Not to Scale OF N®~~~ CAROLINA TRI X 00°x B *SU.E = subsurface UtilityEngineeting DIVISION OF HIGHWAYS AL PLAN SHEET SYMBOLS CONVENTION WATER: Water Manhole " BOUNDARIES AND PROPERTY RAILROADS. Water Meter CD State Line Standard Gauge ax TxwsxwnvAV Water Valve RR Signal Milepost uucrosr JB County tine EXISTING STRUCTURES.' Water Hydrant G Township Line - Switch smc rt MAJOR. Recorded UG Water Line ' City Line RR Abandoned RR Dismantled Bridge, Tunnel or Box Culvert caNc Designated lAG Water Line S•U.E.' Reservation Line - - - Bridge Wing Wall, Head Wall and End Wall - ~ CO"C ~ Above Ground Water Line "'C Properly Line RIGHT OF WAY. MINOR: Existing Iron Pin 0 Baseline Control Point Head and End Wall Hw TV: Property Comer Existing Right of Way Marker Pipe Culvert TV Satellite Dish CC Property Monument ECM Existing Right of Way Line - Footbridges TV Pedestal Parcel/Sequence Number ® Proposed Right of Way Line Drainage Box: Catch Basin, DI or JB ?CB TV Tower Existing Fence Line -x-x-x- Proposed Right of Way Line with QD A - pied Ditch Gutter lLG TV Cable Hand Hole 19 Proposed Woven Wire Fence Iron Pin and Cap Marker Storm Sewer Manhole ® Recorded LAG TV Cable " Proposed Right of Way line with , Proposed Chain Link Fence Concrete or Granite Marker Storm Sewer Designated UG TV Cable (S.U.E. Existing Proposed Barbed Wire Fence Existing Control of Access Recorded llG Fiber Optic Cable Wetland Bounds Designated U~G Fiber Optic Cable (S.U.E.` Boundary S.' r Proposed Wetland Boundary -N- Ex Proistingposed Control of Access UTILl7IE Easement Line --E-- POWER: Existing Endangered Animal Boundary -EM Proposed Temporary Construction Easement- E Existing Power Pole GAS: Existing Endangered Plant Boundary Proposed Temporary Drainage Easement- -TOE- Proposed Power Pole b Gas Valve ~ BUILDINGS AND OTHER CULTURE.' Proposed Permanent Drainage Easement- -PPE- Existing Joint Use Pole Gas Meter Gas Pump Vent or LPG Tank Cap ~ Proposed Permanent Utility Easement - PuE Proposed Joint Use Pole Recorded LkG Gas Line Sign g Power Manhole © Designated LAG Gas Line (S.U.E.•) Well o ROADS AND AEMTED FEATURES.• uo Power Line Tower ® Above Ground Gas Line Small Mine Existing Edge of Pavement Power Transformer 0 Foundation Existing Curb SANITARY SEWER: Q lLG Power Cable Hand Hole 19 Proposed Slope Stakes Cut Sanitary Sewer Manhole Area Outline F H-Frame Pole Cemetery Proposed Slope Stakes Fill Recorded UG Power Line Sanitary Sewer Cleanout 0 Building Proposed Wheel Chair Ramp © Designated UG Power Line (S.U.E.•) UG Sanitary Sewer Line tt School Proposed Wheel Chair Ramp Curb Cut © Above Ground Sanitary Sewer uB sonl+wy sewer 17-1-1 Church rJ+i_1 Curb Cut for Future Wheel Chair Ramp - cr TELEPHONE: Recorded SS Forced Main Line Existing Metal Guardrail Designated SS Forced Main Line (S.U.E,•) - ----m--- Dam Existing Telephone Pole Proposed Guardrail T ^ T T ^ HYDROLOGY Proposed Telephone Pole Stream Existing Cable Guiderail ^ Telephone 6 MISCELLANEOUS: or Body ^Manhole y of Water Proposed Cable Guiderail Utility Pole • Telephone Booth r ~ Hydro, Pool or Reservoir r--- Equality Symbol Telephone Pedestal co Utility Pole with Base ~ Jurisdictional Stream is Pavement Removal ® Utility Located Object 0 Buffer Zone 1 -Bz 1- Telephone Cell Tower N Buffer Zone 2 -u z- VEGETATION.' UG Telephone Cable Hand Hole ® Utility Traffic Signal Box Flow Arrow - Single Tree { Recorded U'G Telephone Cable Utility Unknown U-G Line Disappearing Stream Single Shrub © Designated UG Telephone Cable (S'U.E.`) UCG Tank; Water, Gas, Oil m Spring Hedge Recorded UIG Telephone Conduit AAG Tank; Water, Gas, Oil Swamp Marsh Woods Line Designated LAG Telephone Conduit(S.U.E.*)- LM Test Hole (S.U.E,•) Proposed Lateral, Tail, Head Ditch Orchard Q D Q 4 Recorded l1G Fiber Optics Cable r ^ Abandoned According to Utility Records - AATUR K~c False Sump m Vineyard y Mya° Designated LAG Fiber Optics Cable (S'U'E. - End of Information E.O.I. E =mss PROJECT REFERENCE NO. SHEET NO. TRI x-0002C 2 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER air ~id CARO.N" 9.Om HINGE :rYO p~ESSIp ~y., 3.Om 1.8m 5.4m 4.2m 7.2m 7.Om 7.Om 7.2m 4.2m 5.2m WIGR Ilia RY PLANS HINGE 3.6m 3.6m 3.6m 3.6m 3.6m 3.6m m P MNS VMON 3.6m 3.6m •4~ ~IMEE 5 FDPS 1.2m 2.4m I 2.4m 1.2m FDPSnu FDPS Z O 150mm FOPS 150mm I 150mm 150mm 11NMORATT~ ~t81IML LL 2.4m V.C GRADE GRADE m 03 a .OB POINT •08 I .OB 02 POINT 025 .OB Z ORIGINAL 04, 025 .015 ` = Q S GROUND iM.. 6:1 6:1 6:1 025 435mm •025 T T .02 435mm O E3 T ORIGINAL GROUND VARIABLE SLOPES T E3 J2 GRADE TO THIS LINE GRADE TO THIS LINE GRADE TO THIS LINE w GRADE TO THIS LINE VARIABLE Cllr SECTION Z Z FILL SECTION SLOPES 7 _ F TYPICAL SECTION No,1 ORIGINAL 4- FAYETTEVILLE OUTER LOOP GROUND STA 83+40.000 TO STA 117+68+/- (BEGIN BRIDGE( / STA 118+67+/- (END BRIDGE) TO STA 141+60.000 EBL \ STA 118+67+/- (END BRIDGE)TO STA 143+00.000 WBL Z5.4m 4.2m VAR O.Om 7.2m "-1 Z 7.2m VAR O.Om 4.2m 9.0m / 5.2m WGR TO 7.2m TO 3.6m 5.2m WOGR -HINGE \ VAR, 3,Om VAR 3.6m 1 TO 1.2m / TO 1.2m 150mm I 150m C2 I C 4 1_14 r.O4 1.OB 025 O, 6 :1 6:1 ES 0-2 5 E3 T \ \ GRADEJ2 O THIS LINE NOTE: USE ACCELERATION LANE DETAILS IN \ \ GRADE TO THIS LINE / CONJUCTION WITH TYPICAL SECTION No.l ACCELERATION LANE DETAIL No, I ACCELERATION LANE DETAIL No. 2 4- fAYETTEYIIIE OUTER LOOP -L- FAYETTEVILLE OUTER LOOP STA 83+40.D00 TO STA 102+39.560 (LOOP D @ SR 1600) STA 90+45.000 TO STA 96+93.589 (RAMP B @ SR 1600) STA 107+06.371 TO STA 109+40.00 (RAMP D @ SR 1600) STA 134+80.000 TO STA 138+20.000 (RAMP B @ US 401) PAVEMENT SCHEDULE qCOD DESCRIPTION CODE DESCRIPTION PROP. APPROX. 80mm ASPHALT CONC. SURFACE COURSE, TYPE S9.511, AT AN AVERAGE RATE OF 192 kB PER SQ. METER Jl PROP.150mm AGGREGATE BASE COURSE IN EACH OF TWO LAYERS. PROP. APPROX. 80mm ASPHALT CONC. SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 192 k/ PER SQ. METER J2 PROP. 200mm AGGREGATE BASE COURSE IN EACH OF TWO LAYERS. C3 PROP. VAR. DEPTH ASPHALT CONC. SURFACE COURSE, TYPE 59.5, AT AN AVERAGE RATE OF 2.4 kg PER SQ. METER PER J3 PROP. VAR. DEPTH AGGREGATE BASE COURSE lmm DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 25mm OR GREATER THAN 40mm IN DEPTH. C4 PROP. APPROX. 60mm ASPHALT CONC. SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 72 kg PER SQ. METER P PRIME COAT AT THE RATE OF 1.6 L PER SQ. METER. IN EACH OF TWO LAYERS. CS PROP. VAR. DEPTH ASPHALT CONC. SURFACE COURSE, TYPE SF9.5, AT AN AVERAGE RATE OF 2.4 kg PER SQ. METER PER RI 1.2M EXPRESSWAY GUTTER lmm DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 25mm OR GREATER THAN 40mm IN DEPTH. Dl PROP. APPROX. 65mm ASPHALT CONC. INTERMEDIATE COURSE, TYPE 119.013, AT AN AVERAGE RATE OF 159.25 k/ PER SQ. METER. R2 750mm CONC. CURB A, GUTTER D2 PROP. APPROX.l00mm ASPHALT CONC. INTERMEDIATE COURSE, TYPE 119.011, AT AN AVERAGE RATE OF 245 kg PER SQ. METER. R3 450mm CONC. CURB 8. GUTTER PROP. VAR. DEPTH ASPHALT CONC. INTERMEDIATE COURSE, TYPE 119.013, AT AN AVERAGE RATE OF 2.45 kg PER SQ. METER PER R4 600mm ASPHALT VALLEY GUTTER D3 lmm DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 55mm OR GREATER THAN 110mm IN DEPTH, p D4 PROP. APPROX. Bomm ASPHALT CONC. INTERMEDIATE COURSE, TYPE 119.OC, AT AN AVERAGE RATE OF 196 kg PER SO. METER. R5 125mm MONOLITHIC CONC. ISLAND D5 PROP. VAR. DEPTH ASPHALT CONC. INTERMEDIATE COURSE, TYPE 119.OC, AT AN AVERAGE RATE OF 2.45 kg PER SQ. METER PER T EARTH MATERIAL lmm DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 55mm OR GREATER THAN 110mm IN DEPTH. El PROP. APPROX.100mm ASPHALT CONC. BASE COURSE, TYPE B25.011, AT AN AVERAGE RATE OF 245 kg PER SQ. METER. U EXISTING PAVEMENT E2 PROP. APPROX.120mm ASPHALT CONC. BASE COURSE, TYPE B25.06, AT AN AVERAGE RATE OF 294 kg PER SQ. METER. W VARIABLE DEPTH BITUMINOUS PAVEMENT (SEE STANDARD WEDGING DETAIL SHEET NO. 2-E) E3 PROP. APPROX. 75mm ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE RATE OF 183.75 kg PER SQ. METER. E4 PROP. VAR. DEPTH ASPHALT CONC. BASE COURSE, TYPE 825.0, AT AN AVERAGE RATE OF 2.45 kg PER SQ. METER PER lmm DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 75mm OR GREATER THAN 140mm IN DEPTH. NOTE: ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. m PROJECT REFERENCE NO. SHEET NO. SURVEY CONTROL SHEET X-0002-C x-0002-C I C Location and Surveys • LOCACIZEDONP~~~~I~TI8 ~LE~6~ NCpQp p I I CD LOCACIZG53~5E E 0 NC NgO~Rl~ X 0002C 83 -BY 24 X-0002C BM •I 4 -BY-25 BM °105 -BL-13 -BL-15 -BL-II -BL-16 X-0002C -BL-12 -BL-18 - • BM °106 80-26 BY9-7 -BYI-34 -BL-IO -Y8- -BL-14 -BL-19 -BL-17 BL-20 -BY19-I~ - Y20-I - -BL-86 -BY7-2 -BL-84 ti X-0002C BY7- YBL-9 BY20-2 -BL-82 -BL-81 BY-27 809-5 BL -BY7-1 BM %19 -B -87 I L-79 -BYI-3 -Y RPA- *BY7-4 -BL-85 -BL-7 -BL-75 0- BM #103 -BL-83 I BM "194 -BY3- BM "192 X-0002C YI8-1 YI? -BY-28Y4-4 -BL-80 RPgI BY3 BL6 -BY4-3 BL 7B 'Y9, BY9-- B -BL5- BY4 32 BY14-1 -BL-Ii RpA1, - Y~ RPC, Y LPB -BY5-2 BM a193 Y/2 RP P BM x195 X 00029 2C -BL-22 -BL-23 YI Rp 0 BY -Y LPD I 2 RPpI- 012 p 4 -Y RPB- ya -BYI7-1 X-0002C - Y5-1 X-0002C -BY-31 Y9_3 X-0002C - Y-32 I -BL-21 M °102 BY- NN. X-000230 -BY9-2 - YI-36 A L iF~ Rp { OCA ~~iZA=p39905EV:=5.4 QIZ GPpo TI 0BL 4 Y PC BBL9-I 152885! BM 101 YI-37 BM -20 0 -BL-3 BL9-8 TTRR CCTT~~ppNN . .-BpYI-38 'W If ~E P S !l~$;%O NNccppDII P BL ITTBM1 #100 BL 2 LOCr of 5p~1~~~1 LOCALIZTS ISP289~EI~3 ~ I DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT 'X2D8' NOTES: WITH NAD 83 STATE PLANE GRID COORDINATES OF 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING 1 NORTHING: I54807S364(m) FASTING; 625333.9514(m) PROJECT CONTROL DATA AT THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT HTTPAWWW.DOH.DOT.STATE.NC.USPRECONSTRUCT/HIGHWAYiLOCATION/PROJECT/ w THE FILES TO BE FOUND ARE AS FOLLOWS: (GROUND TO GRID) 15:.999674791 X0002C IS CONTROL 060129 TXT THE N.C. LAMBERT GRID BEARING SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER LOCALIZED HORIZONTAL GROUND DISTANCE FROM INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. 'X2D8' TO -L- STATION 83+40.000 IS ®INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL z LD 6,612.975M S76'35'17.10'W BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES NETWORK ESTABLISHED FROM EXISTING HARN MONUMENTATION VERTICAL DATUM USED IS NAD83/NGVD 29 SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES, r» NOTE.-: DRAWING NOT TO SCALE MOW REFERENCE NO. SHIRT NO. N X-0002-0 t D Location and Surveys SURVEY CONTROL SHEET X-0002-C ¦ 8114 POINT DESC. NORTH EAST ELEVATION Y_RPD STATION OFFSET 90 X0002[ BY4-3 154543.5956 618381.7302 67.462 1.21.988 230.320 LT 91 X0002C .11 Y14 154488.2170 6178382.4710 64,546 2.41.231 213.646 LT • BYB POINT DESC. NORTH EAST ELEVATION Y STATION OFFSET 88 X0002C BY9-2 153937.4540 616310.6720 69.174 21.55,652 6.321 LT B9 %A002C BY8 1 153932.0414 618372.1412 69.223 21.82.136 62.055 LT DESC. - - NORTH EAST ELEVATION Y4 STATION OFFSET BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BY17PO INT - - - - - - - - - - - - . i " . 92 X0002C SY51 154164.3770 618310.1720 68.516 10.49.381 22.743 LT 221 x-0002[ BL-1 153027.9550 617518.1380 68.519 89.34.799 59.651 AT 93 XA002C BY17-I 154208.2126 618369.7152 65.764 11.10.162 5.186 RT 222 X-0002C BL-2 153162.0960 617774.1650 69,664 9203 327 109,502 RT 223 X- 0002C BL-3 153338.6530 617809.7330 67,282 93.50,311 15.087 RT DATUM DESCRIPTION 224 X 00020 BL -4 153601.3180 617925.1530 69.576 96.35.218 36.965 LT BY18 THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT 225 X-00020 BL-21 153841.1010 618042.9810 69.92fi 99.07.945 20.763 LT POINT DESC. NORTH EAST ELEVATION Y5 STATION OFFSET 226 X_0002[ BL-22 154125.4670 618104.1850 70,771 102.03.121 15,360 LT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY 227 XX 002C BL 23 154191.3950 618172.5270 69,420 102.72.469 48.686 RT 94 X00020 BY16 1 154568.3770 618302.0450 66.384 10.50.767 1.669 LT 229 X NCDOT FOR MONUMENT '3208' 228 -0002C BL-5 154291.8750 618084.0280 6726 103.69.965 42.604 LT 95 X0002C BY4-4 154531.9422 616319.6203 65.572 10.10.640 6.174 LT WITH MAD 83 STATE PLANE GAD COORDINATES OF 00020 BL.5 3.956 230 X000 2C 8L~6 7 1 154376 54494. 7820 6368 661188111375..846800 30 65 . . 61. 322 666 1 1 04 05 . .7 55 3 . . 79913 9 1. 56 LT RT NORTHNGI 6480T.53641RO EASTNW Ti25373.95NlM 231 X-000 2C BL-8 154627.8050 618140.1530 68.852 107.07.233 4.824 RT THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT 232 X-000 2C BL19 154746.0840 616184.6640 70.548 082G 622 96.265 RT (GA0lIN0 TO GRID) 1& .999874791 233 X-00020 81-10 155026,0440 618174.5150 72.715 111.08.420 3.432 LT BY '9 THE M.C. LAMBERT CNO BEARING 234 x_0002[ BL:11 155308.8490 618209.64300 75.444 113.54,312 110.904 LT POINT DESC. NORTH EAST ELEVATION Y14 STATION OFFSET 235 x 0A02C BL 12 155797.0900 616520.0950 70.914 116.33.890 21.721 Ri " - LOCALIZED HORIZONTAL GR019D DISTANCE FROM 236 X-0002C BL- 13 155426.1360 618576.0920 68.426 116'98,879 19.627 R1 96 X0002C 819-7 154734.1257 617758.5159 74.783 10'05.657 12.603 LT 7t2D8'TO •L- STATION 83.40.000 IS 237 X-0002C BL-14 155451.8620 618629.9950 62.003 117'59.860 14.257 RT 97 X0002C BY19-1 154690,8794 617657,3666 74,758 11.13.621 33.704 LT 8.612.9701 S76'35'IT.D'N 238 X-00020 BL- 15 155479.1990 618701,8460 56.191 118.37.457 6.020 RT ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES 239 X:0002C BL-16 155479.9970 618788.2120 67.248 119.24.604 17.192 Ri VERTICAL DATUM USED 6 NAD13/NGW 29 240 x 0002C BL-17 !55492.8000 618879.0720 68.841 12017.145 5.304 RT 241 X-00 02C BL-18 155476.3760 619074.9750 74.984 122: 13.941 3.026 LT BY20 242 X-00020 BL-19 155959.1860 819302.1520 72.637 129.92.477 14.638 LT POINT DESC. NORTH EAST ELEVATION YG STATION OFFSET 243 x-0002[ BL.20 155466.5160 619497.9190 77.302 12641.53 16.498 LT - 244 X 0002C BL 87 155467.7290 619554.7350 75,170 126.98.608 9.368 LT 280 X0 002C BL-11 155308.8490 618209.6430 75.444 OUTSIDE PROJECT LIMITS 245 X-00020 BL86 155486.0830 619642.5920 70.633 127.88.998 8.738 LT 281 X0002C BY20-1 155111.6092 618257.3029 72.564 13.37.864 5.911 RT 246 X_ 0002C BL-85 155517.8760 619795.7000 62.572 2945 271 2.670 LT 282 X0002C BY20-2 154919.7161 618300.9054 71.313 11.41.081 5.739 RT 247 X-0002C BL-84 155532.6340 619865.4490 56.791 130.16.521 0.167 LT 248 X0002[ BL _83 155549.4980 619933.5830 66.305 130.86.711 0.098 LT 0,280 LT - 249 X0002C BL-B2 155600.3560 620138.8360 67.147 132 q8.168 250 X0002C BL-81 155639.8880 620348,7000 63.067 135.11.810 2.702 RT 251 X'_0002C BL-80 155657.4360 620437.8480 47.967 136.02.641 0,256 LT NEWBYI 252 %_0002C BL:79 155665.4590 628509.5360 45.768 3674 3.193 RT POINT DESC. NORTH EAST ELEVATION 1' STATION OFFSET 253 % 0002[ SL 78 155673.9290 620582.3550 500.128 137.47.935 6,379 RT - - - - - 254 X-0002C BL 77 155703.4810 620734,5430 55.7 6 139.02. B83 1.338 RT BY134 BYI'34 154764.5650 617751.8250 75.339 Il •44.649 5.776 HT 255 X-0002C BL-76 155720.3250 620631.2760 54,614 140.01.063 0.049 RT BY 35 BY 1-35 154564.9790 617822.3020 67.127 13.54.584 11.127 RT 256 X-0002C 6L 75 155731.3940 620896.3520 54.969 140.69.046 0.241 LT 229 X-0002C BL-6 154376.7820 618117.6800 65.322 16.90.447 87.242 LT BY136 BYI-36 153968.8710 618305.8770 69.383 21.24.532 12.770 LT BY137 EYI-37 153729.2330 618388.1250 68,942 23.77.811 6.395 LT X22Y2 BY 138 SYl-38 153486.7710 618464.8900 68.597 26.30.510 9.902 RT POINT DESC. NORTH EAST ELEVATION Y2B STATION OFFSET BY24 X0002C -BY24 154940,9320 616747.2360 78,291 0.47.359 5.250 LT 6Y25 X0002C-BY25 154787.5460 616912.2800 77.538 1.19.703 5.564 LT BY 26 X00020-BY26 154578.4850 617100.6990 77.795 1.18.134 10.732 LT BY27 X0002C-BY27 154285.8410 617221 1640 73.751 4.34.007 3.790 RT BY28 X0002C-BY28 154037.0570 617342.9910 70.410 2.03.158 5.639 LT BY29 X0002C :BY29 153757.9800 617451.6800 67.878 502.313 7.199 LT BY30 X0002C_BY30 153537.1430 617332.8630 71.291 2.61.435 ]16.096 RT BY 31 X0002[ BY31 153415.3620 617103.9150 69.573 6.91.923 145.206 RT "M1 " 04 8 Y32 X0002C _BY32 153256.3160 616926.4380 68.733 0.71.087 3 BM EL EVATION - 67.299 9.413 LT 6 M2A ELEVATION 60.576 N 1 155419 E 618479 B93 ELEVATION 47.780 BY 33 X0002CLBY33 153155.6750 616759.9180 66.367 2'85.326 170.006 AT N 152874 E 616955 N S551666 E 620938 L STATION 116.09 17 LEFT L STATION 63'66 59 LEFT L STATION 140.98 717 RIGHT R/R SPIKE IN BASE OF 200MM PINE TREE NAIL fN BASE OF t0 INCH PINE 3 NAILS 1N BASE OF 500MM PINE TREE BY3 POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET . EAST SM105 ELEVATION 74.413 BI X-0002C -BY3-2 154230.8270 617802.8230 70.155 11.93.698 0,336 RT BM100 ELEVATION 70.516 N 155522 E 618990 80 X-0002C -BY3-1 154326.3570 617931.0370 69,376 10.33.197 4.378 AT N 153057 90.00E 6617581 L/RSTATION 121.24 36 LEFT L STATION 6 RIGHT R SPKE IN BASE OF 450MM PINE TREE BH194 ELEVATION 35.131 R/R SPIKE IN BASE OF 450MM PSNE TREE " " " " " N 155945 E 621458 L STATION 146.55 122 LEFT BY4 3 NAILS IN BASE OF 680MM PINE TREE POINT DESC. NORTH EAST ELEVATION Y_RPD STATION OFFSET " " " " " BM7A6 ELEVATION 77.036 61 X00021 BY4-2 BY 154301,0570 618193.9770 66.425 3.15.867 46.490 RT BM101 ELEVATION 68.906 N 155513 E 619512 62 X0002C BY4-1 154462.8870 618273.7900 60.125 2.05.962 103.989 LT N 153533 E 617892 L STATION 126.62 61 LEFT 63 X00020 BY4-4 154531.9422 6t8319.fi203 65,572 1.24.033 167.134 LT L STATION 95.58 3] LEFT R/R SPKE IN BRSE OF 950MM PINE TREE 64 X--00020 874-3 154543.5956 618381.7302 67.462 1'21.988 230.320 LT R/R SPIKE IN BRSE OF 450MM P1 NE TREE HM195 ELEVATION 34.466 N 155892 E 622909 ATION 159 .03 BY5 " " " " " " " " " " L N ST64' 46' 10.6' E OIST 217.925 POINT DESC. NORTH FAST ELEVATION Y_RPO STATION OFFSET ,,,,,,,,,,,,,,,,,,,,,,,,,,,BM191 ELEVATION • 75.618 3 NAILS IN BASE OF 250MM PINE iAEE N 155410 E 619550 " BMI02 ELEVATION 69,784 60 X-0002[ BL-6 154376.7820 618117.6800 65.322 2.25.121 73.389 RT N 54100 E 618257 L S7 AT ION 126.85 47 RIGHT 61 X0002C BY4-2 BY 154301.0570 618193.9770 66.425 3.15.867 46.490 RT L STATION 101.92 139 RIGHT 3 NAILS IN BASE OF 430MM PINE TREE 65 X0 002C BY5-2 154240.6380 618246.1390 68.806 3.92.968 46. t23 RT R/R SPIKE IN BASE OF 375MM PINE TREE " " " E'••"•••`••••• 66 x0002[ BY5-! 154164.3770 61831 A. 1720 68.516 5.07.166 3.967 LT BY7 NOTES: POINT DESC. NORTH EAST ELEVATION Y3 STATION OFFSET eM19z ELEVanON • sa. ta7 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING BMIB3 ELEVATION .70.457 620307 E362 83 x0002C 8Y7-3 154663.7945 617778.0739 72.716 OUTSIDE PROJECT LIMITS N 155598 N 130.63 37 RIGHT PROJECT CONTROL DATA AT N 154692 E 618200 L STATIO 84 X0002C BY7 2 154705.0330 617988.9590 73.650 1206.783 4.530 RT L STATION 107.73 63 RIGHT 3 NAILS IN BASE OF 320MM PINE TREE BTTP~{~.DOH.DOT.9TATE.NC. SPRRCONRTR(ICDH/6HwAYWCATIONPRO.IEcv 86 X00021 B'17 1 154778.3289 618333.2704 69.976 1558.814 3.868 Ri R/R SPIKE IN BASE Of 25AMM CHERRY TREE " " " " " " " " " " 81 X0002C BY7-4 154795.9380 618405.9584 69.318 OUTBIOE PROJECT LIMITS THE FILES 4'D HE FOUND ARE AS FOLLOWS X0002C LS CONTROL OB01B9,I" BY9 SITE CALIBRATION INFOREEATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER POINT DESC. NORTH EAST ELEVATION Y STATION OFFSET DVFORMATiON L9 NEEDED,PLEASS CONTACT THE LOCATION AND SURVEYS UNIT. 260 X0002[ BY97 154734.1257 617758.5159 74.783 11.75.961 6.234 RT ®DVDICATES GEODETIC CONTROL MONUE/ENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL w 261 X0002C BY7 3 154663.7945 617778.0739 72716 12.46.900 5485 RT t4 262 X0002[ BY9 5 154599.5530 617817.4720 68 ..648 13.23.874 5..481 LT BY THE NCDOT LOCATION AND SURVEYS UNIT. 263 NOT SET 154382.1311 618005.8933 UNKNOWN 16.12.555 6,882 LT PROJECT CONTROL ESTABLISHED UEINO GLOBAL P0$(T/DNIN(I $YBTEbL 264 %00020 BY9_4 154329,9860 618051.0830 66.670 1681.555 6.335 LT ¦ 265 x0002[ BY 5 154291.8750 6180B4.0280 66.726 7,3 29 5,873 LT NETWORK ESTABLDiBED FRObf &Rf$47DV0 HARM MDNUMENTATICN w 266 X0002C BL-23 154191.3950 616172.5270 69.420 18.65.801 5900 LT 9 267 X00020 BY9-3 154117.4600 618239.6290 69.605 19.63.990 11.921 LT SEE OPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. 268 X0002C By" 2 153937.4540 6183170.6720 69.174 21 .55.652 6.321 LT' d' 269 X00020 BY9-1 153769.2440 618373.3240 69.284 23.35.150 6.458 LT ~w 270 X0002C BY9-6 153609.5952 618402.9063 68.403 24 20.115 6.444 LT Z y~ I f~ ~nw rw Vx» w» aw ww c PILOlCT IEFEtENCE N0. SHEET NO. N X--0002-C 1 E SURVEY CONTROL SHEET X-0002-C location and SunJ s BY14 POINT DESC. NORTH EAST ELEVATION Y_RPD STATION OFFSET 90 %0002[ BY4-3 154543.5956 618381.7302 67.462 1.21.988 230.320 LT 91 X0002C BY14-1 154488.2170 618382.4710 64.548 2.41.231 213.646 LT POINT DESC. . . . NORTH. EAST ELEVATION Y STATION OFFSET B'S . 88 X00 02C BY92 153937.4540 618310.6720 69.174 21-55. T52 6.321 LT 89 X0002C BY8-1 153932.0414 618372.1412 69.223 21.82.136 62.055 LT BL BYI7POINT POINT OE SC. NORTH EAST ELEVATION L STATION OFFSET DESC. NORTH EAST ELEVATION Y4 STATION OFFSET . 92 X0002[ BY5-1 154164.3770 618310.1720 68.516 10 49.381 22.743 LT 221 X 0002C BL -1 153027.9550 617518.1380 68.519 69.31.799 54.651 AT 93 x0002[ BY17-1 154206.2126 618369.7152 65.764 11.10.162 5.186 AT 222 X 0002C BL '2 153162.0960 617774.1650 69,664 92.03.327 109.502 RT 223 X-0002C BL L3 153338.6530 617809.7330 67.282 93.50.311 15.087 RT DATUM DESCRIPTION 224 X0002C BL -4 153601.3180 617925 1530 69.576 9635.218 36.965 LT BYtB THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT 225 X-0082[ BL 21 153841.1010 618042.9810 69.926 99. 20.763 LT OFFSET 226 X-0002C BL-22 11541125.4670 618104.1850 70.771 102 15.360 LT POINT DESC. NORTH EAST ELEVATION Y5 STATION IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY 18082 " . . . . 227 X-00020 BL-23 5491.3950 61617 .5270 69,420 102 .72 .4 6 9 48.686 RT - - - - - - 228 %'0002[ BL -5 154291,8750 64.0280 66.726 103.69.965 42.604 LT 94 x0002[ 0Y t6 ] 154568.3770 616302.0450 66.384 10.50.767 1.669 Li NCDOT FOR NOMNENT 'W2DC 229 X-0002C BL'6 154376.7820 618117.6800 65.322 104.55.713 11.156 Li 95 X0002C BY4-4 154531.9422 618319.6203 65.572 10.10.640 6.174 LT WITH NAO 63 STATE PLANE GRID COORDINATES OF 230 X-0002C BL-7 154494.6380 618135.8430 61.666 105 3.956 RT NORTHING, 154507.53640N EASTING& 625333.951Mm1 231 X-0002C BL-8 154627.8050 618140.1530 68.852 107 4.824 RT THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT 232 X'0002C 6L-9 154746.0840 618184.6640 70.548 108. 46.265 RT IGfl0UN0 TO CRD115t .999874791 233 X-00020 BL-10 155026.0440 618174.5150 72.715 111. 3.432 LT BY19 THE N.G. LAMBERT CAD BEARING 234 X-0002C BL_II 155306.8490 618209.6430 75.444 113, 110.904 LT POINT DESC. NORTH EAST ELEVATION Y14 STATION OFFSET 235 X-0002C BL-12 155397.0900 618520.0950 70.914 116.33.890 21.721 AT - - - " ' " ' " LOCALIZED HORIZONTAL GROWD DISTANCE FROM 236 X-0002C 8L_I3 155426.1360 618576.0920 68.426 116 ,9589.879 19.627 RT 96 X0002C BY9-7 154734.1257 617758.5159 74.763 10.05.657 12.603 LT 'X2DB'TO -L- STATION 63+40.000 R 237 %-0002C BL-14 155451.8620 618629.9950 62.003 117, .860 14.257 AT 97 Xm002C BY19-1 154690.8794 617657.3666 74.758 11.13.621 33.704 LT 6.6Q.975M S76135111.1011111 238 %-0002C BL_I5 155479.1990 618701.8460 56.191 lie. 37.457 6.020 RT ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES 239 %_0002C BL-16 155479.9970 618768.2120 67.248 119.24.601 17.192 RT VERTICAL DATUM USED 5 NAD63/NGVD 29 240 X-00 02C BL_17 155492.8000 618879.0720 68.841 120.17.145 5.304 RT 241 X-0002C BL-16 155476.3760 619074.9750 74.984 122•!3.941 3.026 LT BY20 242 X-0002[ BL-19 155459.1660 619302.1520 72.637 124.42.477 14.638 LT POINT DESC. NORTH EAST ELEVATION Y6 STATION OFFSET 243 X'0002C BL-20 155466.5160 619497.9190 77.302 12fi•41.535 16.498 Li - - " . . . 244 %'0002C BL-87 155467.7290 619554.7350 75.170 126.98.608 9.368 Li 280 X00 02C BL-11 155308.8490 618209.6430 75.444 OUTSIDE PROJECT LIMITS 245 X'00020 BL -86 155486.0830 619642.5920 70.633 127.88.998 8.738 Li 281 X0B02C BY20-1 155111.6092 618257.3029 12.564 13.37.864 5.911 AT 246 %_00020 BL 85 155517.8760 619795.7000 62.572 129.45.271 2.670 Li 282 X0002[ BY20-2 154919.7161 618300.9054 71.313 11.41.081 5.739 RT 247 X00020 BP84 155532.6340 619865.4490 56.791 130.16.521 0.167 Li 248 X'0002C 81 83 155549.4980 619933.5830 66.305 130.86.711 0.098 LT 249 x_0002C BL 82 155600.3560 620138.8360 67.147 132 0.280 LT 250 X0002C BL 81 155639.6860 620348.7000 63.067 135.11.810 2.702 RT 251 X-0002C BL 80 155657.4360 620437.8460 47.967 136.02.641 0.256 LT NEMBYI 252 X-0002[ BL 79 155665.4590 620509.5360 45.768 136-74 .694 3.193 AT POINT OESL, NORTH EAST ELEVATION Y STATION OFFSET 253 X-0002C BL 78 155673.9290 620582.3550 50.128 137.47.935 6.379 RT - - ' - - - - 254 X-00020 BL 77 155703.4810 620734.5430 55.796 139 1.338 PT BY134 BYl-34 154764.5650 617751.0250 75,339 11.44.644 5.776 RT 255 X-00 02C BL 76 155720.3250 620631.2768 54.614 140.01.063 0.049 RT BY135 BY1-35 1545649790 617822.3020 67,127 13.54.584 11.127 RT 256 X-0002C BL 75 155731.3940 620890.3520 54.969 140.69.046 0.241 LT 229 X-0002C BL-6 154376.7820 616117.6800 65.322 16.90.447 87.242 LT BY136 2 YI-36 153968.8710 616305.8770 69.383 21.24.532 12.770 LT BY 37 BYl-37 153729,2330 618388,1250 68.942 23.77.811 6.395 LT x28Y2 BY 138 BY1-38 153466.7710 610464.8900 68.597 26.30.510 9,902 AT POINT DESC. NORTH EAST ELEVATION Y2B STATION OFFSET BY24 X0002C -8724 154940.9320 616747.2380 70.291 0.47.359 5.250 Li BY25 X0002C-BY25 154787,5460 616912.2800 71.538 1.19.703 5.564 L7 BY26 X0002[-BY26 154578.4850 6"100.6990 77.795 1.18.134 10.732 LT. BY27 X0002[-BY27 154285.8410 617221.1840 73.751 4.34.007 3.790 AT BY28 X0002C-BY26 154037.0570 617342.9910 70.410 2.03.158 5.639 L7 BY29 X0002C-BY29 153757.9600 617451.6600 67.878 5.02.313 7.199 LT BY30 X0002C-BY30 153531.1430 617332.8630 71.291 261.435 116.098 RT . BY31 x0002[-8731 153415.362A 617103.9150 69.573 6.91.923 145.206 RT ELEVATION 67.299 BY32 X0002C-BY32 153256 3160 616926.4380 68.733 0.71.087 39.413 LT BM20 ELEVATION • 60.576 N 155419 E 618479 BMt93 ELEVATION 47.780 BY33 X00020-BY33 153155.6750 616759,9188 66.367 2.85.326 10.006 RT N 152874 E 616955 L STATION 116.09 17 LEFT N 155666 E 620938 L STATION 83.66 59 LEFT R/R SPINE IN BRSE OF 200MM PINE TREE L STATION 140.98 71 RIGHT 3 NAILS IN BASE DF 500MM PINE TREE NAIL IN BASE OF BY3 POINT DESC. NORTH EAST ELEVATION YI STATION OFFSET . . . BMI ELEVATION 74.413 . ION. . 70..5.18. N 15505522 E 618990 BM1 ELEVAT. . 81 X-00020 BY3-2 154230. .8270 617802.8230 70.155 11.93.698 0.336 RT 80 X-0002[ '873-1 154326.3570 6179310370 69.378 10.33.197 4.378 AT N 153 53057 E 617581 L STATION 121-2436 LEFT L STATION 90.00 66 RIGHT .R/R SPIKE IN BASE OF 450MM PINE THEE BM194 ELEVATION 35.131 R/R SPIKE IN BASE OF 450MM PINE TREE " " " " " " " " N 155945 E 62456 L STATION 146.55 122 LEFT 3 NAILS IN BASE OF 600 MM n. I EE BY4 POINT DES[. NORTH EAST ELEVATION Y_RPD STATION OFFSET " " EL" " W:'7;:0,;6, • _ _ _ . _ BMIB6 EVATIO 61 X0002C BY4-2 BY 154301.0570 618193.9770 66.425 315.867 46.490 Ri 0M IB1 ELEVATION 68.906 N 155513 E619512 62 X0002C BY4-1 154462.8870 618273.7900 60,125 2.05.962 103.989 LT N 153533 E 617892 L STATION 126.62 61 LEFT 63 &0002[ BY4-4 154531.9422 618319.6203 65.572 1.24.033 167.134 LT L STATION 95.58 31 LEFT R/R SPIKE IN BASE OF 450MM PINE TREE 64 %'0002C BY4-3 154543.5956 618381.7302 67.462 1.21.988 230.320 Li R/R SPKE IN BASE OF 450MM P[NE TREE BM195 ELEVRTION • 34.46 N 155892 E 622909 L STATION 159.03 BYE POINT DESC. NORTH EAST ELEVATION Y RPO STATION OFFSET """""""T"ON ""7"5."61"8"°"•"' N 64. 46' 10.6' E GIST 217.925 ...02.. EL..E. 191 ELEVA 3 NPIL6 IN BRSE OF 258MM PINE TREE N 155410 E 61I 9550 BION 69.784 BM M i E 61B257 L STATION 126.85 47 RIGHT 60 X-0002[ BL-6 154376.7820 618117.6800 65.322 3.25.121 73.369 AT N 154100 VAT 61 x0002[ BY42 BY 154301.0570 618193.9770 66.425 3.15.867 46.490 RT L STATION 101.92 139 RIGHT 3 NA 1LS IN BASE OF 430MM PINE IREE 65 X0002C BY5- 154240.6370 618246.1390 68.806 3.92.968 46.123 RT A/R SPIKE IN BASE OF 375MM PINE TREE " " " " " " " "T"`:~ " 154164.3770 618310.1720 68.516 5.07.186 3.967 LT 66 X0002[ BYS 1 BY7 NOTES' POINT DESC. NORTH EAST ELEVATION Y3 STATION OFFSET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . BM192 ELEVATION 64.147 L THE CONTROL DATA FOR TAIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING .E 620307 BM1 ELEVATION 70.457 N 155598 8 w 83 X0002[ BY7-3 154663.7945 617778.0739 72.7116 6 OUi31DE PROJECT LIMITS N 154 54692 E 618200 L STATION 134.63 31 RIGHT PROJECT CONTROL DATA AT' w 84 X0002C BY7-2 154705.0330 6"988.9540 73.650 1206.783 4.530 RT L /STATION 107.73 63 RIGHT 3 NAILS IN BASE OF 320MM PINE TREE HTTP 9~.DOH.DOT.STAT$.NO,U.S'PREDONSTRUCP/HIOH{~AY/LOOATIONXPRaIEE.'D' w 86 X0002C BY7- -I 1 154778.3289 616333.2)84 69.976 15'58.814 NTS 3.BGB RT R/R SPKE IN BRBE OF 250MM CHERRY TREE THE F=S TO BE FOUND ARE AS FOI~}S'B; . 97 %0002[ BY7 4 54795.9380 618905.9584 69 318 OUTS IDE PROJECT LI , • , • , , • • X0007C IS CONTROL 06012F.TST w SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THUS PRa=F IF FURTHER Br9 POINT DESC. NORTH EAST . . . . . . . ELEVATION . . . . . . . . ..Y STATION . . . . . OFFSET DNORMATION IS NEEDED. PLEASE CONTACT' THE LOCATION AND SURVEYS UMT. w 260 x000..[ BY97 154734.1'57 617758.5159 74.783 11.75. .961 6.234 RT 0INDICAT68 GEODETIC CONTROL MONUMENTS USED OR 867 FOR HO NT PROJECT CONTROL y 261 X0002C BY7-3 154663.7945 617778.0739 72.716 12.48.900 5.485 RT BY THE NCDOT LOCATION AND SURVEYS UNIT. i 262 X0002[ 879-5 154599.5530 617817.4720 68.648 13.23.874 5.481 LT z 263 NOT 5ET 154362.1311 618005.8933 UNKNOWN 1612.5 5 6.762 LT PROJECT CONTROL ESTABLISHED Usfxo GLOBAL POSITIONING SYSTEM. 264 X0002C BY9-4 154329.9860 618051.0830 66.670 16.81.555 6.335 LT 265 X0002C BL 5 154291.8750 618084.0280 86.726 17.31.929 5.873 Li NETWORK ESTABLISHED FROM F~73TINO HARK MONUMENTATION ~w 166 x00020 BL-23 154191.3950 618172.5270 69.420 18.65.801 5.900 Li 267 x0002[ 8793 154117.4600 618239,6298 69.605 19.63. 9"0 11.921 Li 8E8 CPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. 268 X0002[ BY 9-2 153937,4540 618310.6720 69.174 21.55.652 6,321 LT 269 X0002C BY91 153769.2440 61A373.3240 69.284 23-35. 150 6.458 LT r~ 270 X0002C BY9-8 153689.5952 618402.9063 68.403 24.20.115 6.444 LT vJw ~w ww PROJECT REFERENCE N0. SHEET NO. X-"2C 2-A TRI ROADWA Y DESIGN PAVEMENT DESIGN ENGINEER ENGINEER IIIIIIIIIIII 7.2m 7.Om 7.Om 7.2m ~o~titl CA40t~Aq.~ C OtESSIY'4, 3.6m 3.6m 3.6m ~ 3.6m 3.6m 3.6m ? , P [ I RY PLANS 1.5m 5.2m 5.2m 1.5m 4\ m S¢r0 CONS UMON 1.2m 2.4m 2.4m 1.2m „IKEE t0 FDPS FDPS R., I E 5 150m I 50mm ~ hlll,lleeo 1 1111",FFAlT &.XICIa, RAMP B (US 4011 R1 PORINT .08 .0 POINT SEE TYPICAL No.7 x,04 025 D2 6.1 61 102 •DZS, RAMP C (US 401) w PAVEMENT SCHEDULE 025 .025 SEE MI CAL No. 9 T 025 435mm T T 435mm 025 T ~p • 3;J Ip9 gd 13 J2 Ja 37) CODE DESCRIPTION GRADE TO THIS LINE GRADE TO THIS UNE GRADE TO THIS LINE GRADE TO THIS LINE 3:1 Cl BOmm S9.5B TYPICAL SECTION No. 2 INSET C2 80mm S9.5C INSET 2.0m 3 -L- FAYETTEVILLE OUTER LOOP [;02 S TA 141+60.000 TO STA 144+00+/- (BEGIN BRIDGE) EBL C3 VARIABLE DEPTH 59.5 RETAINING WALL STA 143+00.000 TO STA 144+00+/- (BEGIN BRIDGE) WBL RETAINING WALL ,02 STA 146+84+/- (END BRIDGE) TO 5TA 149+10.035 C4 60 mm SF9.5A RAMP A (US 401) 2 2 RAMP D (US 401) C5 VARIABLE DEPTH SF9.5A CONSTRUCTED UNDER PROJECT X-0002DA y.,f L CONSTRUCTED UNDER PROJECT X-=2DA Dl 65 mm 119.08 A.1 io 3` rp t.' .OB 3:I RAMPS A, & C ) Y 12m -Y-REV (SR 1600) 3•1 D2 100 mm 119 D3 VARIABLE DEPTH 119.08 @ STA 146+89+/- (END BRIDGE) WBL TO STA 149+10.035 3.Om 1.8m 5.4m 3.6m 3.6m 4.2m 5.4m ]Am 3.0m STA 146+89+/- (END BRIDGE) WBL TO STA 149+10.035 D4 80 mm 119.0C 4.6m WAiR 5.2m Yv'GR D5 VARIABLE DEPTH 119.OC Q 1.2m 1.2m Q El 100 mm B25.08 oe FDPS FDPS 0 °C S 150mm 150mm = 8 E2 120 mm B25.OB 2.4m V.C GRADE 2.4m V.C POINT a m E3 75 mm B25.OC ORIGINAL GROUND 37M~R CUTS `02 025, _OB ORIGINAL "N 6;1 Fo ` 6:1 FOR CU 3.~ GROUND E4 VARIABLE DEPTH B25.0 VARIABLE 6r1 02 SLOPES 6:1 T~ 6+1 VARIABLE J A 295mm T 6:1 SLOPES Jl 150 mm ABC 4:1 QLL g~ 3:J ORIGINAL VARIABLE W r GRADE TO THIS LINE W r u u J2 200 mm ABC GROUND SLOPES Z S z S VARIABLE ORIGINAL I 1: SLOPES GROUND J3 VARIABLE DEPTH ABC HINGN,mE 9.Om HINGE TYPICAL SECTION No. 3 P PRIME COAT Rl EXPRESSWAY GUTTER RAMP A @ -Y-REV (SR 1600) STA O+00.000 TO STA 4+00A88 RAMP C @ -Y-REV (SR 1600) STA 0+00.000 TO STA 5+06.732 R2 750mm CURB & GUTTER R3 450mm CURB & GUTTER RAMPS B, & D LOOPS B, & D @ -Y-REV (SR 1600) @ -Y-REV (SR 1600) VAR. 2.4m 0.6m R4 600mm ASPHALT VALLEY GUTTER 3.Om 1.8m 5.4m 4.2m VAL3.6m TO 3.6m 5.4m 1.8m 3.Om TO 3.6m R5 125mm MONO. CONC. ISLAND 5.2m WIGR 7.2m 4.6m Wif,R 3.Om 1.8m 5.4m 3.6m 3.6m 3.Om i 1.2m 1.2m 1.2m T EARTH MATERIAL t7 0: 150mm FDPS i FDPS Sj oc Q V 1.2m 150mm z 8 GRADE Z S of FDPS U EXISTING PAVEMENT = 2.4m V.C C1 POINT I 2.4m V.C = = S tsOmm 300mm W VARIABLE WEDGING D1 ORIGINAL 025 Ot 6:1 ~ ppR ORIGINAL 2.4m V.C GRADE A GROUND ?9 CUTS •OB- GROUND POINT CI R2 g;1 6;1 FOR CUTS ORIGINAL~02 0252 3. 08 ~ VARIABLE 6:1 .02 6:1 GROUND ) SLOPES 6:1 T 295mm I 1 6:1 SLOPES VARIABLE N 6.1 POR CUTS .02 7 T 3:) _ T ~ 4:1 ~ VARIABLE 6:1 z 1 Q SLOPES 6:1 T n 330mm 3: L GRADE TO THIS LINE Q LL r w e VARIABLE ORIGINAL 4:1 Q OR_IGINAL VARIABLE z S O Q SLOPES GROUND LL GROUND SLOPES = Z ORIGINAL VARIABLE 00 GRADE TO THIS LINE = 9.Om 9.Om GROUND SLOPES Z = HINGE TYPICAL SECTION No. 4 HINGE 9.0m TYPICAL SECTION No. 5 HINGE RAMP B @ Y REV (SR 1600) STA 0+00.000 TO STA 7+27.341 RAMP D @ -Y-REV (SR 1600) STA 0+00.000 TO STA 6+30.149 LOOP B ® -Y-REV (SR 16001 SG 0+00.000 TO STA 4+86.676 LOOP D @ -Y-REV (SR 1600) STA 0+00.000 TO STA 4+36.223 "m m PROJECT REFERENCE NO. SHEET NO. TRI X-"2C -e ROADWAY DESIGN PAVEMENT DESIGN RAMPS B, b BI ENGINEER ENGINEER @ -Y12- (US 401) van 0°~N UFpi A'0~OF45S lk/ 3.Om 1.8m SAM 4.2m 3.6m :1.2m 3.6m 9.Om 1 P 1309A RY PLANS v 5.2m WCUR 4.6m V" HINGE O .-u .vo Mb LSTRUCMON ~4 ~ INFE 1.2m1 1Q~~ Q ~ I 1.2m ~ ~uluMd FDPS FDPS Q 2 150mm I 150mm W 1&RR OFFo TT 6~6TCHOL = GRADE Z 2.4m V.C POINT .0 I i p C1 oIUGINU 8 02 2 .0 PAVEMENT SCHEDULE GROUND 1 a- Y 6:1 VARIABLE d;l os 6;7 CODE DESCRIPTION SLOPES 6:1 T 330mm A r 3:i b.' Cl 80mm S9.513 GRADE TO THIS UNE yARORIGINAL SLOPES GROUND C2 BOmm 59.5C CUT SECTION TYPICAL SECTION No. 6 FILL 3ESII4b 4W BETWEEN MAJNUNE C3 VARIABLE DEPTH S9.5 RAMP B @ -Y12- (US 401) STA 0+00.000 TO STA 3+20.000 C4 60 mm SF9.5A RAMP BI @ -Y12- (US 401) STA 7+71.347 TO STA 7+95.972 C5 VARIABLE DEPTH SF9.5A Dl 65 mm 119.06 RAMP 8 @ -Y12- (US 401) D2 100 mm 119.OB 3.Om 1.8m 5.4m 4.2m VAR 3.6m D3 VARIABLE DEPTH 119.013 5.2m WiGR TO 5.6m I D4 80 mm Il9.0C VAR 1.2m 2.4m P 1.2m To 4.4m D5 VARIABLE DEPTH 119.OC i 0 FDPS = 150mm El 100 mm B25.OB GRADE 6DOmm 2.4m V.C D CI POINT I R2 A:1 ORIGINAL E2 120 mm 625.06 OGI `t GROUND NAL 02 GROUND 3.08 ` E3 75 mm B25.0C 11 6:1 FOR CUTS 41 - ~l 0, 6;t .o VARIABLE ORIG NAL E4 VARIABLE DEPTH B25.0 SLOPES E:1 !-Z T Jl 330mm 13 r GROUND 3:1 P GRADE TO THIS UNE A 150 mm ABC W K ORIGINAL VARIABLE Z 0 GROUND SLOPES s J2 200 mm ABC 9.0m HINGE J3 VARIABLE DEPTH ABC TYPICAL SECTION No. 7 P PRIME COAT RAMP B @ -Y12- (US 401) STA 3+20,000 TO STA 8+27.617 Rl EXPRESSWAY GUTTER R2 750mm CURB & GUTTER RAMP BI @ 412- (US 401) R3 450mm CURB & GUTTER 3.6m 3.6m 5.4m 1.8m 3.Om R4 600mm ASPHALT VALLEY GUTTER 4.6m VWR 2.4m VAR 1.2m R5 125mm MONO. CONC. ISLAND TO 2.4m 1.2m 2 0 600mm FOPS 150mm ; S T EARTH MATERIAL GRADE = EXISTING PAVEMENT ORIGINAL 4:7 POINT 2.4m V.C U a W VARIABLE WEDGING .12 GROUND 0~2 02~ ORIGINAL 7~ GROUND b:1 6:1 FOR CUTS S" a 6:1 VARIABLE 02 ORIGINAL GROUND T J3 3.02 R r 4:I 6:1 SLOPES Q LL ,MtY GRADE TO THIS LINE W m VARIABLE ORIGINAL 0 0 SLOPES GROUND i 9.Om HINGE TYPICAL SECTION No. 8 RAMP 61 @ -Y12- (US 401) STA 7+95.972 TO STA 8+31.616 m PROJECT REFERENCE NO. SHEET NO. TRI X-00020 2-c RAMPS C @ ROADWAY DESIGN PAVEMENT DESIGN -Y12- (US 401( ENGINEER ENGINEER ,ltd CA 0~~: 9.0 otLSSlq~ki~$ 3.Om 1.8m 5.4m 3.6m 11.2m! 3.6m 4.2m 9.Om p % 11 W RY PLANS Sam Y4G0. HINGE Vy NSE wiyA A. lEl9m.~ numw~ Q 1.2m I 1.2m ,~SIOFFATT 6 MCHOL Q CYOi Y[[/1 S FDPS FDPS ` z: 150mm I 150mm ' ad 2.4m V.C GRADE m PAVEMENT SCHEDULE T POI NT .,12 , CODE D~CRIPTION V.02 G0.0UND !M,_ F 6.1 FOR CUTS •~B.a Cl 80mm S9.5B VARIABLE 6:1 92 stoPES T n 330mm T 6:1 C2 BOmm S9.5C ' 4:1 MAX BETWEEN :IAylA' GRADE TO THIS LINE RAMP AND MAINLINE C3 VARIABLE DEPTH S9.5 VARIABLE ORIGINAL CUT SECTION FILL SECTION SLOPES GROUND C4 60 mm SF9.5A TYPICAL SECTION No. 9 C5 VARIABLE DEPTH SF9.5A RAMP C @ YI2- (US 401) 5TA 0+00.000 TO STA 3+20.000 Dl 65 mm 119.OB D2 100 mm 119.06 RAMP C @ -Y12- (US 401) D3 VARIABLE DEPTH 119.08 VAR 1.2m D4 80 mm 119.00 TO 3.6m 3.6m VAR O.Om 4.2m 5.4m 1.8m 3.Om TO 3.6m m D5 VARIABLE DEPTH 119.00 El 100 mm B25.OB 2.4m I lam 29 E2 120 mm B25.OB 600mm FDPS Z S tsomm E3 75 mm B25.OC GRADE 2.4m V.C E4 VARIABLE DEPTH 825.0 ~i ORIGINAL 4:1 Az POINT tl I z GROUND .02, •02 08 ORIGINAL A•. 6:1 FOR CUTS GROUND A 150 mm ABC ORIGINAL .02 6.1 VARWILE 2D GROUND 330mm n T 6:1 SLOPES 12 0 mm ABC g ~j 3'1 GRADE TO THIS LINE ac k J3 VARIABLE DEPTH ABC Z S VARIABLE ORIGINAL = SLOPES GROUND P PRIME COAT 9.Om TYPICAL SECTION No. 10 HINGE Rl EXPRESSWAY GUTTER RAMP C @ -Y12- (US 401( STA 3+20.000 TO STA 8+31.881 R2 750mm CURB & GUTTER R3 450mm CURB & GUTTER RAMP Cl @ -Y12- (US 401) R4 600mm ASPHALT VALLEY GUTTER R5 125mm MONO. CONC. ISLAND 3.Om 1.8m 5.4m lam 3.6m 4.6m 2.4m T EARTH MATERIAL Q lam FDPS I 600mm U EXISTING PAVEMENT r 150mm _ 2.4m V.C GRADE W VARIABLE WEDGING POINT CI 1.2 A:1 ORIGINAL ORIGINAL S GROUND 3:1 U8 GROUND 6:1 FOR CUTS s- 1:1 VARABLE 6:1 ,02 T ORIG SLOPES 6:1 A.1 T .O2 n 330mm J3 GROUND ORIGINAL ent GRADE TO THIS LINE GROUND VARIABLE z S SLOPES = 9.Om HINGE TYPICAL SECTION No. 11 RAMP Cl @ -Y12- (US 401) STA 7+10.646 TO STA 8+10.214 "m m m PROJECT REFERENCE NO. SHEET NO. TRI x-"2c z-o ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ~d~~N CAfp~'~a,+ 'o~`attSSl'~i9 -y-REV l~ VAR Lem To P 1ij[= RY PLANS .1 I TO B. 4m Oi. ro MN9 RumoN 3.Om 1.Bm 3.6m 2.4m 3.6m 3.6m 3.6m 3.6m VARIES 3.6m 2.4m 9.Om HINGE HINGEy R Lt~a_ TO 7.2m 3.4mWfiR uum~~`" 2.4m 1.2m 1.2m 1.2m 11bgmo" tT& cMl'10II Q FOPS I 150mm FD PS 150mm Z 3 GRADE PAVEMENT SCHEDULE s Cl POINT R5 O ~INALL 3+14~ n o ' 'D2 •02 ~ Dl DB CODE DESCRIPTION 6,1 ,"i Cl 80mm S9.511 4;1 VARIABLE SLOPES i .02 n 345mm 345mm n T ODGINAL C2 80mm 59.5C GROUND VARIABLE CUT SECTION GRADE TO THIS LINE GRADE TO THIS LINE S FILL SECrIO SLOPES C3 VARIABLE DEPTH 59.5 TYPICAL SECTION No. 12 -Y- REV (SR 1600) McARTHUR ROAD P ORIGINAL C4 60 mm SF9.5A STA 11+74.000 TO STA 12+40.000 W GROUND STA 21+68,000 TO STA 21+82,000 i C5 VARIABLE DEPTH SF9.5A s Dl 65 mm 119.01 D2 100 mm 119.OB i (j -Y- REV D3 VARIABLE DEPTH 119.01 L D4 80 mm 119.0C 3.Om 1• 3.6m 2.4m VAR. 3.6m 3.6m VARIES 0.0 m I VARIES 2.4m 3.6m VARIES 3.6m 2.4m 9.Om HINGE TO. 7.2m TO 4.2m I TO 4.2m TO 7.2m 3.4mWGR HINGE D5 VARIABLE DEPTH 119.OC F I g 1,2m i 1.2m El 100 mm B25,OB U FDPS FDPS S 150mm i 150mm E2 120 mm B25.OB Z _ ' GRADE R3 T POINT R3 E3 75 mm B25.0C ORIGINAL D1 02 O1 GROUND 3,1 OB .02 O4:1 6:1 1-- - - - - E4 VARIABLE DEPTH B25.0 6:1 - - 6:1 VARIABLE SLOPES T 02 345mm n I 345mm T OuGINAL A 150 mm ABC n GRADE TO THIS LINE =1 3a GROUND CUT SECTION GRADE TO THIS LINE 0 FILL SECTION VARIABLEPES J2 200 mm ABC SLO TYPICAL SECTION No. 13 J3 VARIABLE DEPTH ABC p ORIGINAL -Y- REV (SR 1600) McARTHUR ROAD W GROUND P PRIME COAT STA 12+40.000 TO STA 13+20.000 z Rl EXPRESSWAY GUTTER STA 21+33.000 TO STA 21+68.000 R2 750mm CURB & GUTTER -Y- REV R3 450mm CURB & GUTTER I 3.Om 1.8m 3.6m 2.4m VAR, 3.6m 3.6m VARIES 0.0 m I VARIES 2,4m 3.6m VARIES 3.6m 2.4m 9.Om R4 600mm ASPHALT VALLEY GUTTER HINGE TO. 7.2m TO 4.2m I TO 4.2m TO 7.2m 3.4mWtiR HINGE R5 125mm MONO. CONC. ISLAND Q t.2m I 1'2m T EARTH MATERIAL U FOPS FDPS S7 150mm 15 fn z 2 U EXISTING PAVEMENT I GRADE ORIGINAL r POINT W VARIABLE WEDGING GROUND 3.1 111 D `02 .0_2 D 08 66 I J 6:1 4' ` 6:1 VARIABLE SLOPES T ,02 n 345mm 13 T. 345mm T ORIGINAL GRADE TO THIS LINE ?1 GROUND VARIABLE CUT SECTION GRADE TO THIS LINE S SLOPES FILL SECTION ELLL- TYPICAL SECTION No. 14 Q ORIGINAL -Y- REV (SR 1600) McARTHUR ROAD GROUND STA 13+20.000 TO STA 16+67.000 Z STA 20+10.000 TO STA 21+33.000 ICI PROJECT REFERENCE NO. SHEET NO. TRI ROADWAY °ESIGGN PAVEMENT DESIGN ENGINEER ENGINEER fi~o tssJ~~+'n,~ P III RY PLANS m _w CONWRUMON /uuunn N „NMOFPATT 8iNICHOL -Y-KEY [N01 N [ 11 3,Om 1.5m 3.6m 2.4m VARIES 3.6m 1 VARIES 3.6m 2.4m 9.Om PAVEMENT SCHEDULE HINGE TO 11.4m I TO 14.8m 3.4mWGR HINGE CODE DESCRIPTION t DPS I .2m FOPS F Cl 80mm S9.5B s u DPS 150mm I 15 m Z g C2 80mm S9.5C = GRADE ORIGINAL m I POINT Dl C3 VARIABLE DEPTH S9.5 GROUND J:~N, OB .02 •02 , 08 4:1 C4 60 mm SF9.5A 6:1 VARIABLE SLOPES T •02 I 345mm T 6:1 ORIGINAL C5 VARIABLE DEPTH 5F9.5A GROUND GRADE TO THIS UNE_ r VARIABLE Dl 65 mm SLOPES 119.OB CUT SECTION FILL SECTION s D2 100 mm 119.OB TYPICAL SECTION No. 15 P ORIGINAL -Y- REV (SR 1600) MIAMUR ROAD a GRaR4o D3 VARIABLE DEPTH 119.08 Z STA 16+74.000 TO STA 17+05.000 = STA 19+69.000 TO STA 20+02.000 D4 80 mm I19.OC STA 21+82.000 TO STA 22+48.815 (LB) D5 VARIABLE DEPTH 119.OC i El 100 mm 625.08 E2 120 mm B25.OB -Y- REV VAR 1.2m TO To 8.4m E3 75 mm B25.OC 3.Om 1.8m 3.6m 2.4m 3.6m 3.6m 3.6m' 3.6m VARIES 3.6m 2.4m 9.Om E4 VARIABLE DEPTH 825.0 HINGE TO 7.2m 3.4mV6G0. HINGE F 2.4m 1).2m b t.2m 1.2m A 150 mm ABC P U FDPS FDPS 150mm 15 m J2 200 mm ABC s s POINT ~ Rs J3 VARIABLE DEPTH ABC C n DI 02 02 D ORIGINAL GROUND 4ilt T.08 F~ 4,1 °.1 08 P PRIME COAT 6:I 6.I VARIABLE SLOPES T •02 n 345mm 315mm n T ORIGINAL Rl EXPRESSWAY GUTTER GROUND CUT SECTION GRADE TO THIS LINE GRADE TO THIS LINE S FILL SECTION VARIABLE R2 750mm CURB & GUTTER SLOPES TYPICAL SECTION No. 16 ~ R3 450mm CURB & GUTTER -Y- REV (SR 1600( MRARTHUR ROAD Q ORIGINAL STA 17+05.000 TO STA 17+91 (BEGIN BRIDGE( GROUND R4 600mm ASPHALT VALLEY GUTTER STA 18+87 +/-(END BRIDGE) TO STA 19+69.000 t STA 20+02.000 TO STA 20+10.000 = R5 125mm MONO. CONC. ISLAND T EARTH MATERIAL LWU EXISTING PAVEMENT VARIABLE WEDGING c PROJECT REFERENCE NO. SHEET NO. TRI X-0002C 2-F ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER snamur 0°~N URO(~'. iO~oFESSl~ki1~ j P III RY PLANS l~ W.: a~w CoNarxurnoN -Y- , -Y REY INE~ a4 10 3,gm 1.8m 3.6m 2.4m VAR Om 3.6m I 1.6m VA0. Om 2.4m 9.Om ,dMi OFFFsATT& .NICHOL HINGE TO 11.7m I TO 6.Om 3,4mVVGR HINGE _ w PAVEMENT SCHEDULE Q 12m 12m U z $ 150mm FDPS FDPS 150mm CODE DESCRIPTION x In m w POINT D1 n Cl BOmm 59.56 ORIGINAL GROUND ''+nyJ oe . •D2 ~ 08 C2 BOmm S9.5C to bd VARIABLE SLOPES T •02 345mm t D 345mm T e.I ORIGINAL C3 VARIABLE DEPTH 59.5 GRADE TO THIS LINE ''r4y4 GROUND LL VARIABLE C4 60 mm SF9.5A GRADE TO THIS LINE p SLOH3 C5 VARIABLE DEPTH SF9.5A CUT SECTION ~ FILL SECTION g ORIGINAL GROUND Dl 65 mm 119.06 TYPICAL SECTION No. 15 -Y- & -YJtEV (SR 1600) McARTHUR ROAD x D2 100 mm 119.08 -Y- STA 9+75.000 TO STA 11+20,000 (LB) -Y_IEV STA 11+20.000 (LA)TO STA 11+24.000 D3 VARIABLE DEPTH 119.08 -Y_REV STA 21+82.000 TO STA 22+48.815 (LB) -Y- STA 22+57.111 (IA) TO STA 25+60.000 D4 80 mm 119.00 D5 VARIABLE DEPTH 119.0C El 100 mm B25.OB i E2 120 mm B25.OB E3 75 mm B25.OC E4 VARIABLE DEPTH B25.0 ~-n-,-Ye-,-YB-REV, -r9-,-Y13- A 150 mm ABC J2 200 mm ABC 3.6m 2.4m 3.Om 3.0m 2.4rn 3.4mWGR J3 VARIABLE DEPTH ABC P PRIME 15omm 15omm COAT GRADE Rl EXPRESSWAY GUTTER p ORIGINAL GROUND POINT .0, D2 , oe R2 750mm CURB & GUTTER + V., to A'E " T 02 ~'t T R3 450mm CURB & GUTTER J2 260mm y0'b R4 600mm ASPHALT VALLEY GUTTER GRADE TO THIS LINE 3'J CUT SECTION HLL-SES<D4b "'0* R5 125mm MONO. CONC. ISLAND T EARTH MATERIAL TYPICAL SECTION No. 16 ORIGINAL GROUND U EXISTING PAVEMENT -Y1- (SERVICE ROAD No. 1) {Connects Colonialvo'Chariml STA 11+62.382 TO STA 15+20.000 W VARIABLE WEDGING -Y2- (SERVICE ROAD No. 2) {Connects Jamb 411amer) STA 12+55.000 TO STA 14+45.275 Y4- (SERVICE ROAD No. 3) {Connects Sandstone v/Clover Hill) STA 10+14.341 TO STA 10+82.341 _ Y6- (PINEVIEW STREET) STA 10+03.175 TO STA 11+60.000 Y8 REV (JOSSIE STREET REVISED) STA 10+44.315 TO STA 12+92.574 -Y9- (SERVICE ROAD No. 5) {Connects to Fortner} STA 11+90.000 TO STA 15+03.789 -Y13- (SERVICE ROAD No. 6) (Connech Cove Creek w'Soddle Ridge) STA 10+10.000 TO STA 11+19.683 a PROJECT REFERENCE NO. SHEET NO. RI x-000 2-G ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER o°~N U 010, .1'~~~oFE6S~~tiiya FtP I I RY PLANS -Y5- 44 1~ NEB ra coxamocnax I 6'4y1'r~tw REEO~d, 3.Om 3.Om ~uupa IINMOFFoTT& ~NICHOL 1,2m 1.2m SURVEY VARIABLE fL EXISTING 300mm 300mm C4 PAVEMENT SCHEDULE GRADE D1 ORIGINAL POINT R4 D i CSI Dt CODE DESCRIPTION GROUND 4'I A L _ 02 02 ' 1.221 VAR D GRADE ~ C3 ~ CS D 4 TO 4;1~ POINT I D 2 T 02 T Cl 80mm S9.5B E2 I 180 ORIGINAL GROUND C2 80mm S9.5C GRADE TO THIS UNEmm nm C3 VARIABLE DEPTH S9.5 U E4 CUT SECTION FILL SECTION E4 7 5mm MIN. SSmm U MIN. 75mm C4 60 mm SF9.5A TYPICAL SECTION No, 17 MIN. Detail Showing Method of Wedging MIN. -Y5- (SERVICE ROAD No. 4) {Conneak Saddle Ridge w'Jacobl STA 10+49.918 TO STA 12+67.220 C5 VARIABLE DEPTH SF9.5A Dl 65 mm 119.OB D2 100 mm 119.06 D3 VARIABLE DEPTH 119.OB D4 80 mm 119.0C C4 suWVEY D1 C2 cs4 D5 VARIABLE DEPTH 119.OC 5 Cl pI 3 D2 El 100 mm B25.OB -Y7- n1 -n4- E2 120 mm B25.OB VAR. 4.5m 4.5m E4 E3 75 mm B25.0C TO EXIST. TO EXIST. 55 mm 55. 75mm MIN. M IN MIN. MIN . 75mm E4 VARIABLE DEPTH 625.0 M! N. 2,4m O O 0 O 2.4m Detail Showing Method of Wedaina Jl 150 mm ABC 3,4mW4'iR J2 200 mm ABC 150mm I IsOmm J3 VARIABLE DEPTH ABC I GRADE T P PRIME COAT ORIGINAL GROUND W C 08 02. 08 Rl EXPRESSWAY GUTTER . _02 Vo~1o A.1 mox -~y- .0 T T R2 750mm CURB 6 GUTTER 160mm 160mm b O-L R3 450mm CURB & GUTTER CUT SECTION GRADE TO THIS LINE FILL SECTfOb R4 600mm ASPHALT VALLEY GUTTER TYPICAL SECTION No. 18 R5 125mm MONO. CONC. ISLAND ORIGINAL GROUND Y7- (LOOK AVE) STA 11+59.686 TO STA 12+07.443 M55 IN. MINm T EARTH MATERIAL Y11- (GARNER STREET) STA 7+71.939 TO STA 8+20.000 YI4- (ELOISE STREET) STA 10+09.742 TO STA 10+60.000 U EXISTING PAVEMENT Wedaina Detail For Resurfacing W VARIABLE WEDGING RASEUNE 0 O a -Y7- (LOOK AVE) 3.Om 3.Om VAR.O.Om TO 1.2m -YII- (GARNER STREET) 3.1m 3.1m VAR, O.Om TO 1.4m -Y14- (ELOISE STREET) 3.3m 3.3m VAR.O.Om TO 1.2m a PROJECT REFERENCE NO. SHEET NO. TYPICAL SECTION ON STRUCTURES Ri ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER pn Af s'g§* - TRAFFIC DIAGRAM C 2008 ADT IOtESSIki 21130 ADT FY P I I RY PLANS 27, Ero axsrxurnoN 16J970 13.8m 13.8m % INE 27,000 ~W7 ! RE\D Y 0.6m '1.2m 'Hc 2.4m 3.6m 3.6m 3,6m 3.Om 3.6m 3.6m 2.4m WNOPFATT R NICHOL • 9,870 7,430 SHLD I SHLD c c e i w c c e c 14,000 12,000 1 1 ' t t 291_70 34700 6570 - COLLECTOR 59 FUNCTIONAL CLASSIFICATION j9560 of • ,600 02 18,000 10,700 50 300 'RAISED ISLAND VERIES ACROSS GRADE STRUCTURE TO DEVELOP POINT SECOND LEFT TURN LANE IN EACH DIRECTION. 15_,20 r 27,000 TYPICAL SECTION` ON STRUCTURE McAUTHUR RD. (-Y- REV) OVER (4-) L (~a i 4.97m 10.Bm 7.Om 7.Om 10.8m 4.97m * 3.6m 3.6m 3.6m 3.6m 1.2m i 1.2m 3.6m 3.6m 3.6m 3.6m FDK LOOP 'B' FDK FDK LOOP 'D' FDK 1.8m V.C. ~ 1 1 t t ~ 1.8m V.C. GRADE I GRADE 22.77m POINT I POINT 22.77m w 6 W Q O Q TYPICAL SECTION ON ROADWAY UNDER STRUCTURE P * SLOPES TO BE DETERMINED BY Z g MINIMUM VERTICAL CLFARENCE OYER INTERSTATE - '5.2m SOILS 8 FOUNDATION SECTION W m DESIGN YR. TRUCK TRAFFIC = 5,960 ADT w l BRIDGE TYPICAL No, I (SEE ROADWAY TYPICAL No. 13) FUNCTIONAL CLASSIFICATION = INTERSTATE STRUCTURE ON -Y-REY ISTA 17+95 +/-I I-L-1 FAYETTEVILLE OUTER LOOP 2008 ADT 29.270 ADT TTST - 4% 1 2030 ADT 50,300 ADT DUALS - 6% 14.Om DHV - 9% DIR - 55% 7.Om 7.Om 3.6m 7.2m '3.6m I 1.8m 7.2m '3.6m SHU) SHLD I SHLD SHLD 3.6m 3.6m 3.6m 3.6m • ~ 1 t 1 1 GRADE POINT GRADE * WIDTH REQUIRED FOR SITE DISTANCE TYPICAL SECTION ON STRUCTURE POINT BRIDGE TYPICAL No. 2 (SEE ROADWAY TYPICAL No. 1) FUNCTIONAL CLASSIFICATION = INTERSTATE STRUCTURES ON 4- (STA 117+62 +,y OVER WETLAND AREA PROJECT REFERENCE NO. SHEET NO. R~ x-" 2-1 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER `OFtST, TYPICAL SECTION ON STRUCTURES`"" 3 TRAFFIC DIAGRAM I ' P I I RY PLANS 2008 ADT G arrirs¢ coNSixUCnON 7*",IL a~ 2030 ADT k ~u ~~u~N nW 28y80 38,800 11NMOPFATT d NILYDL V I~l [ Y O I N I[ N 8,920 10,04 13,400 13,200 -L- 3.6m 3.6m 3.6m 7.Om ~ 7.Om 3.6m 3.6m 3.6m SHLD SHID 29,270 28, 810 12 600 111020 47,530 50,300 16,300 17,000 1.8m 1.8m SHLD SHLD I N 33,360 45,500 _025 025 FUNCTIONAL CLASSIFICATION = INTERSTATE GRADE I GRADE POINT POINT TYPICAL SECTION ON STRUCTURE APPROACH SLAB i fAYETTEVILLE I APPROACH SLAB OUTER LOOP I I MSE WALL I I 0.6m - VAR. 3.Om 3.6m 3.6m 3.Om 3.6m 3.6m 3.6m 3.Om 1.2m 3.6m .6m 3.Om 3.6m 3.6m VAR. J.Om MIN RAMP RAMP EXIST. PS PS RAMP RAMP MIN * SLOPES TO BE DETERMINED BY SOILS B FOUNDATION SECTION L I L 1 01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST. GROUND GRADE POINT EXISTING PROPOSED PROPOSED PAVEMENT PAVEMENT PAVEMENT TYPICAL SECTION ON ROADWAY UNDER STRUCTURE n MINIMUM VERTICAL CLEARENCE OVER ARTERIAL 5.Om BRIDGE TYPICAL No. 3 FUNCTIONAL CLASSIFICATION = ARTERIAL (SEE ROADWAY TYPICAL No. 2) STRUCTURES ON 4- (STA 144+00 +A•) n N PROJECT REFERENCE NO. SHEET NO. RI X-000 2-d ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER CA ~~pFE6i7 l P Imm I•~ RY~PLANS SKETCH SHOWING BRIDGE IN RELATIONSHIP TO PAVEMENT uiuna UNMOIPkTT &~MC OL NKD- 83 NCGRID BEGIN APPROACH SLAB' c$ STA 17+83 / a -Y-REV POT 18+40.043 jJI ~ xN ~P w -L- POS 102+62953 BEGIN BRIDGE 139'14'3625" STA 17+91 - gym- - , m c 4.. n e 01- O O n O Typ IYPE 3 TYPE 350 1-71 1-77 ~y = g 6 a MEN* mum* -L- ST 103+20.796 END B OGE xJC~ STA +87 ~ -o END APPROACH SLAB O STA 18+95 Ilk i BRIDGE SKETCH No. I DETAIL SHOWING PAVEMENT-BRIDGE RELATIONSHIP FOR -Y-REV OVER -L ® BRIDGE APPROACH SLAB I PROJECT REFERENCE NO. SHEET NO. TRI X-000 2-K ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER CAfp ciD pEESS~~ki~s, ' P Ii4I RY PLANS M SRPO MNWRUC ON SKETCH SHOWING BRIDGES IN RELATIONSHIP TO PAVEMENT 1gMR0YTeTT A,IRCROL m~ END APPROACH SLAB WBL 4z STA 118+75 WETLANDS AREA END BRIDGE W L STA 118+67 BEGIN BRIDGE WBL STA 117+68 +/-zc Wuu - BEGIN PPROACH B WBL * * T 17+60 _ n C~ rft Aq YK-at "rt 050 w r * SHIDR SERY GRTER o w a TrtE Ri PE * EN APPROACH SLAB EBL N1 STA l18+75 m aN tea SODA BEGIN BRIDGE EBL END BRIDGE EBL r STA I18+67 STA1I7+68 a~ BE. NAP OACH SLAB EB 117 60 - a © Q a fl x* WETLANDS AREA a ~ a 1 Q Q ~ ~Q o * 4 M BRIDGE SKETCH No.2 DETAIL SHOWING PAVEMENT-BRIDGE RELATIONSHIP FOR -L- OVER WETLAND AREA ® BRIDGE APPROACH SLAB n PROJECT REFERENCE NO. SHEET NO. TRI x-ooo 2-L ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ponmu,~ gil-'* 01 ,~~ptt Sl~klyi9 i P 1?41fgA . RY PLANS SKETCH SHOWING BRIDGES IN RELATIONSHIP TO PAVEMENT IINMOFRATT A MCHBI, twatxxcxx RAP 1~ jl ,Y12 l GIW1 350 760 16 ~ f 7 ° ° G o ° ° O a O N -Y12- RAMP B 1 END BRIDGE WBL BEGIN APPROACH SLAB WBL " -L- POT 146+39.081= STA 146+89 STA 145+95 -Y12- POT 15+64.600 ~ BEGIN BRIDGE WBL , p END APPROACH SLAB WBL srA 144+ +i- Z= 108'46 36,43 STA 146+97 III 09 i II YSE W SHLDR BERM OMER 4- ~i + TYPE411 _L_ TrPEall TYPE-111 TYPE-III L y ~n Q O ~N ~(t n a SWAP BERM aTTER TYPEaII SHLOR BERM WUER ° J \ y/ Eall MSE WALL BEGIN BRIDGE EBL BEGIN APPROACH SLA\EBL STA 144+00 °w STA 143+ 1 'P END APPROACH SLAB EBL 5TA 146+92 - 12- RAMP C ,-a. cw 0 N ° ° n c END BRIDGE EBL STA 146+64 + ° ~ racraeci s S CAT-1 -Y~2- RAMP Cl 1 + ~ ~ ~ j RAP p ~ ,y12' /S~b I M 169 Z BRIDGE SKETCH No. 3 DETAIL SHOWING PAYFMENT-BRIDGE RELATIONSHIP FOR -L- OVER -Y12- BRIDGE APPROACH SLAB PkdJiEtf RE NCE N0. ` SNc N0. TRI x-"2C -N ROADWAY DESIGN PAVEMENT DESIGN -Y- REV TS 19+75.471 ENGINEER ENGINEER o`pnCAfol"Y o~o~CAf ~4 2.5 -Y- RAMP D POT 6+45.631;= I SEEOL .,e -Y-REV POS 20+04769 -Y- LOOP D PT 4+45425 = CONSTAW. *a~ IN4`` ' \f 8 -Y-REV POS 19+76382 ® J R %Nw.~y° R /W KY. OFF: 11.4m (LT! - WMOFPA17 6 NICHOL soy lei N -Y- REV SC 20+25.47/ U 7 ~2 # ~U p m m oe _y- REV Q U N --gyp °z 125rom CONC ISLAND Z5 Z Z W _ z _ R 600mm O + N R=14.5 450mm C&G N / p m R=1A a - ' 1651 350 END 125+b CONC GIV `U ISL , NO ~SQN~ CBG 1 r gsomm cac .--o ~ - T $ R=J,3 N NM* ~ + \ 353 4 N 1 1 1 4 ` 1 1 R=238 1.6m 10/ 4+14c~yl 11 1 cr- 1 I Q . 394 +16.61 ~ 2 R.55A +4V 0~5 3b R,y50 +0 Iz ~ ~ m o INTERSECTION DETAIL OF -Y-REV AND -Y- RAMP D PROJECT REFERENCE NO. SHEET NO. RI x-000 2-N ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER Z 1C d`,anC"• I p 5 ~iyp~~N R/ 1.5 cq IYdG~Lt~ A IRAN t y SE/1N veem cEm Z -0 CONST.REY. -_yVjf,~l~~ 8£yff,~IN4~~S~z? E~~ vi A7r ~E~ W q allot W R /W REV. hmAOFF&TP & NICNO6 _ SDG m 2 025 16 ~ p25 ~j +c" 9 0 12 ~z 3.6 3.6 12 R.550 +49D4 +9352 8,550 1 P B 4+53-1 + n2 -r- ® AI 1 i 11I R=lBA 38 1 1 IBm O/S +66.4! 4. .ILe 1 1 1 0 a 0 o I I I b 1 I I '85 1 1 I tr6,i0 a I 1 1 GRAU 350 e~ o I 1 t~q3 ;n 750mm CEG R-2.0 I % N 4umm x+ ~o -t- $a ti a N / / R=117 450#m C&G R=600mm R=1453 b 125mm COMC ISLAND Map / N -Y- REY N i~ 450mm C$,G N A ~ y~ ov - ISLLAND~+6Tm COAC O a NMI* fa, LU N CAT-1 -Y- LOOP B PT 4+86.676 = -Y- REV POT 17+07252 OfFJ 11,4m (RT) -Y- RAMP B POT 7+42,73 = -Y-REV POT I6+72067 OFFr 11.0 (RT) a INTERSECTION DETAIL OF -Y-REV AND -Y- RAMP B PROJECT REFERENCE NO. SHEET No. TRI X-"2C z-0 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER pnCA10" ~~o~ B ryn r 2. 1 5 L4 f4G'~Et4 V i f f~tE CONSTAEV. _ w R141~ yi~E~ IWE` 0 "`WWW4un 'WWU~pu R /W REV. eY - IrIMORA17 a 11 CHOL Sugate aelQt kd.9iA SDG+~ ' cq % N~GGRID 'c GRID ' 1 l 10+44«315 (LB) to = 1 -Y8 POT t PC 10+44.315 (W 8- EV BEGl ONSTRUTION 3yA ~ ~ - - P + J , -1oD CON5TRUCI ION R 1 t ~ L I ~ 4~ ~ ~ ~ H I u,w O 1 1 A_ ~ ~j' B0. 4 b CON5FRWFION ~I 0 1 1~J b p IOZ04'47.OZe L kW~ kS 15 SOIL cry' , W 116' STA '0+2444 A PROPOSED b ° TURN-AROUND a I INTERSECTION DETAIL OF Y7- AND -Y8- REV INTERSECTION DETAIL OF Y6- AND Y11- ON, i m PROJECT REFERENCE NO. SHEET NO. TRI X -P R /W SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER 4,N°nO0tdN CA p` ~'ti Gt ~?i S `'~kf 4 DYE V U ` Y12- RAMP BI PT 8+49521 € ~R CONSTAEV. Eiy f~C INEE~~ 4~ y E4C INEE4 0./W REV.t.RE~~fY wESS`~ 111111Uµ ~xqy INMOFFA17 i NICHOL s~~41 ~~PA -Y12- RAMP C PT 9+04.763 00 2Z -Y12- RAMP AI POT 3+95,363 = -Y12- POT 16+30578 (11.400 LT) -Y12- RAMP BI PC 7+95972 1 -Y12- RAMP Al PT 3+ 13 760 ry /6 "fin -Y12- RAMP D PT 5+13142 = l -Y12- POT 15+93286 (0b00 RT) N R"IP Al ah 150mm C&0 3 01 Y12- RMP B TS 7+2706. r!2- RAMP 91POS 7+21J% A~ -Y12- RAMP B SC 7+87.306 A p -L- POT 146+39.061= -Y12- POT 15+64b0 •y12' RA TYPE III + J TYPE III A, w N TYPE III -L- V INTERSECTION DETAIL OF -Y12- AND -Y12- RAMP B /-Y12- AND Y12- RAMP BI ~o~ PROJECT REFERENCE NO. SHEET NO. TRI x-QW2C 0 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS I ~ ENGINEER ENGINEER $.S ~ J Af °r 1 ICONST.REV. s '•y~r~,f~ClN;kr ~p~a '4 yf'~'~.INE~~v~J• I R/W REV. 1 "y~wiE`D.~uwu:•pp WOO i IMCHOL SDGJis^o.~~ oWO.PA lj~ P YS` A f~,z G^ r I Y -Y12- RAMP Cl PC 7+77.052 " Y12- RAMP Cl PT 8+03578 + S 75 02' 40.4' W h~ f~?6 -Y12- RAMP C SC 7+61.646 R=14 2.4m 0/S -Y12- RAMP A PT 4+9003 = -Y12- POT 15V4.462 (74W 4T) a 0 ,cc UP ass -Y12- RAMP DIPT 4+96.637 = -Y12- RAMP CI POT 8 l02J4 ; -Y12- PAT 14+82.083 (11.400 RT) 9 o U ril O o INTERSECTION OF -Y12- AND -Y12- RAMP C /-Y12- AND Y12- RAMS Cl PROJECT REFERENCE N0. ,SHEET NO. TRI x aao2 a 2-R It 1W SHEET NO. ROADWAY DESIGN HYDRAWCS ENGINEER ENGINEER NBC DR~ a`a``H4l0`~ aaM~ CAAp~yi p ~4' ' -Yll- PC 7+96823 tsee9 3 E s~ aat It /W REY. 1 ~1~41.0 4~ N IwEt1SV~ 041411N~~ hAMMOHlll l d NIHOY S~ S~efe~el~ kop-~A -Y- PT 11+96.591 -Y REV- TS 11+56618 z 4.6 46 +83 R=10 R=10 W~ N C O 04 O O a S 14'19' 53.9 E -Y- REV + v p R=0.49 N ~ O ~ O v R+ C O C7 O O G 14' S8' 339' E R=10 4.6 4b R=10 +20 -Yll- POT 7+62.319 = -Y- fW I1+09J86 -Y- PX 11+201" (LB) _ Chi -Y REV- POT 11+20.000 (LA) -Y14- POT 10+0005 = -Y-REV POS 11+63.632 o INTERSECTION DETAIL OF -Y-REV AND -Yll- /-Y- REV AND Y14- PROTECT REFERENCE NO. SHEET N0. TRI x -s R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Y.S, U0io44 R, Utp~ny0 4R•d-O•I~O F-t ~ ~1 . r Rm t EL 1 V. CONSTAEV. ' EMC1"tt"'s NAB B3 R /W REV. f. iE~cNfr Wttt~s' all ago • C GRIp hdMAOFPATf b NICHO6 w i -Y3- STA 15+29.74 cry BEGIN CONSTRUCTION Cry ~ry L 01 0~ o° ory F9 R-10 R=10 O~ Ory ~~ycG~ ory ~Q 5.0 1? ys, ~1 N ° 5D ° N N r2 Sr06.7'w c ° ° 517'56'.7194 °o p N 0 R=10 R=10 -Y5- POT 12+70359 = -Y5- PT 12+59.729 -Y6- POT 10+00.000 = Y3- POT 15+52°90 -Y3- POT STA,15+75J8 y END CONSTRUCTION INTERSECTION DETAIL OF -Y3- AND Y5- /-Y3- AND Y6- 0 PROJECT REFERENCE NO. SHEET NO. TRI X-000 2-T R /W SHEET NO. ROADWAY D61GN HYDRAULICS DETAIL I DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 ENGINEER ENGINEER LATERAL 'V' DITCH LATERAL BASE DITCH TOE PROTECTION SPECIAL LATERAL BASE DITCH CUT DITCH rmw,q temuu I (Not to Scale) tN U1p/roh ~d~~N DAf01" (Not 10 SCaIBI Not to Scale) I Not to SCOIaI b (Not IU Scalel Frontch Dk I 1I^~-~I FIII Sbpe Natural Sbpe N t \ {0Y SIDDe t r A\pK{e( Slope m ~ X crw ~t'i Natural 1 I'-'~' rountl Jy D 'S'~ 8% Ground Ground p ~\pt r Naound 0 \ % SIODe f f tlr~! Ground D 8y. ~ Min.D =0.45 M d f E! i Min.D =0.45M I"I 8 =0.6 M L J Min.D =0.6 M MIn.D =0.6 M 'a (SINE\o ae~ 4tiyf INW, ~O Filter Fabric d =0.6m B =0.6 M E lE '40 Fly WEEet hhe,INt hhgNW b 1.5 M b = 1.5 M Type of Liner =Class 'B' RIP AaD STA 83+80 TO STA 84+56 -L- LT STA 84+40 TO STA 85+00 -L- RT STA 84+15 TO STA 84+42 -L- RT STA 94+72 TO STA 95+60 -L- RT STA 94+72 TO STA 95+60 -L- RT ,NMO STA 14+IITO STA 14+60 -YI- LT STA 144+50 TO STA 144+79 L LT STA 93+DO TO 93+40 L RT STA 2+43 TO STA 3+15 Y LOOP D RT STA 5+20 TO STA 6+00 Y RAMP B LT SDGAML STA 117+45 TO STA 117+68 -L- RT STA 15+40 TO STA 16+20 -Y-REV RT STA 108+90 TO STA 109+40 -L- LT STA 118+67 TO STA 120+34 -L- LT STA 120+35 TO STA 120+80 -L- LT STA 124+18 TO STA 124+80 -L- RT STA 121+35 TO STA 121+70 -L- RT STA 12+00 TO STA 13+00 -Y9- LT STA 130+10 TO STA 130+30 -L- RT STA 145+40 TO STA 145+70 -L- RT i TAIL 8 DETAIL 9 DETAIL 10 DETAIL 11 DETAIL 6 DETAIL 7 DE EARTH BERM EARTH BERM LATERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH STANDARD BASE DITCH (Not to Scale) (Not to Scale) (Not to Scale) b (Not to Scale) (Not to SCael (Not to Scab) L GL _ FIII Fill FIII pe 1 BL I i.°m- ro Sbpe Sbpe roun0 8Y. Slo NatucQL_ ound Y D BY, roun p -`1 Natural Min. D =0.45 M D Filter Min. D =0.75M Ground D round ha W~ . %i 'a Filter o I Fabric Max. d =0.75 M Fabric Max. d =0.45 M 4 J Min. D =0.75 M Mtn. D= 0.3 M ' when B Is < 1.8M' B = 0.6 M B = L2 M ' wnen B Is < L6M' B = 1.2 M B 8 = 1.0 M X0"0" " b= 1.5 M b= 1.5 M b= 1.5 M Type of Liner = CLASS 'B' RIP RAP Type of Liner = CLASS 'B' RIP RAP STA 0+84 TO STA 1+50 -Y- RAMP A RT STA 114+30 TO STA 116+60 -L- LT STA 116+60 TO STA 117+70 -L- LT STA 129+91 TO STA 129+92 -L- RT STA 141+87 -L- LT STA 141+87 TO STA 144+55 -L- RT STA 83+40 TO STA 83+76 L RT (TAIL DITCH) STA 136+53 -L- RT STA 144+79 -L- LT TO STA 145+03 -L- RT STA 136+71 TO STA 138+20 -L- LT (HEAD DITCH) STA 136+56 -L- LT STA 142+95 TO STA 144+50 -L- LT DETAIL 12 DETAIL 13 DETAIL 14 DETAIL 15 DETAIL 16 DETAIL 17 STANDARD BASE DITCH SPECIAL LATERAL 'V' DITCH STANDARD 'V' DITCH LATERAL BASE DITCH CUT DITCH STANDARD BASE DITCH (Not to style) (Not to score) INOt to Scale) (Not to Scab) (Not to Scale) (Not to Scale) b Fill Ditch NtrI N¢t I tund rI Nf Slope {e< Slope round at\ ro- round ? D 3t\ round Na tural A eY FIII ro rourM routs 7y D 8Y. 6~round Jr/ D \p{ D Ground Jy D p Slope N p Min. D =0.45 M I , I Min. D =0.45 M B Mtn. D= 0.6 M LBJ B=0.9M D=0.45M 1^1 B=0.6M B=0.6M Min. D 0.6 M Min. D=0.6M = b = 1.5 M OOP B STA 143+96 TO STA 144+43 -L- RT STA 12+60 TO STA 12+85 -Y2- LT STA 107+47 TO STA 108+03 -L- LT (TAIL DITCH) STA 112+14 -L- LT STA 3+67 TO A 417 65Y-YLREV RTRT (TAIL DITCH) STA 140+09 -L- RT STA 12+60 TO STA 13+20 -Y2- RT STA 13+00 TO STA 13+43 -Y9- LT STA 11+00 TO STA 11+89 -Y8-REV LT STA 145+70 TO STA 145+89 -L- RT STA 11+00 TO STA 11+89 -Y8-REV RT STA 12+80 TO STA 13+43 YI RT STA 12+20 TO STA 12+80 -YI- RT STA 14+60 TO STA 15+00 -YI- LT STA 15+00 TO STA 15+20 -YI- LT STA 14+12 TO STA 14+60 -Y-REV RT DETAIL IB DETAIL 19 DETAIL 20 DETAIL 21 DETAIL 22 DETAIL 23 SPECIAL LATERAL 'V' DITCH PARABOLIC SWALE BASE DITCH STANDARD BASE DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH Not to scale) (Not to Scale) (Not to scale) (Not to Scale) (Not to Scale) (Not to Scale) l Ground at\ GrJ4wML Natural A f ke",~Flll Slope D F\p{tef SopB Natural 1 of Flu 2'Im L2M p rou p Ground p\p{ Ground 3y o Slope Ql I I B Filter Min.D =0.6 M B Filter Fabric B MIn.0 =0.6 M D f2q N.(EY Min.D =0.75M Fabric 1 B = 0.9 M Min.D =0.3 M B B =0.6 M Max. d =0.6 M MIn.0 =0.45 M 0.450 ~ Max, d =0.75 M B=0.6M B=0.6 M Type of Liner = Class 'B' RID RoD Type of Liner = CLASS 'B' RIP RAP STA 15+30 TO STA 15+34 -Y-REV LT STA 3+80 TO STA 4+10 -Y- RAMP C LT STA 105+10 TO STA 105+60 -L- LT STA 12+20 TO STA 12+50 -Y5- RT STA 10+51 TO STA 12+20 -Y5- RT STA 104+92 TO STA 105+02 -L- RT STA 20+40 TO STA 20+75 -Y-REV RT STA 13+80 TO STA 14+11-Y-REV LT I ~ rE -0~ K PROJECT REFERENCE NO. SHEET NO. TRI x-floo z-u R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER pa`en CAf4~hry daH CAf 11PR `f?~! ' '•y~y, F'~INEE' yff~C1~`N~, 1 WC Sd~ Y , whu1upno 4ANA" I MKOFFATf & MCNOF sDG, G~- FILL SLOPE \ PROPOSED \ OUTLET PIPE DISSIPATOR POOL=L L, I'I PRON NATURAL GROUND A A 1 11 T, 1 Oo a, D 00000 00 0 0 0.6m Wm Preformed _ Scour Hole (PSH) 0.9m to 3m. of Permanent Soil T CLASS IRIPRAP (Rip Rap In basin Reinforcement matting (PSR) not shown for clarity) to be prescribed around perimeter FILTER FABRIC of scour hole (see plan viers); Shollbe graded level. PROFILE NOT TO SCALE Section A-A mvs r m+dl d Natural ~a D- - - noun- 0 W a„r, PSR 4PIPE~ Llner:Class IRIP Rop 0 with Filter Fabric R .3m tuck I NOTE: The Permanent Soil Reinforcement 0 NO TE: 'denotes size of ba51n; matting (PSR)shallbe seeded with native For example: 1.5m x 1.5m PSH, 8=1.5 grasses at Installation. PR (I n o L. OUB D W d CLASS I DDE FILTER STATION PSR RIP RAP 3 FABRIC 0 M M M M MTONS M M Z 0 84+45 -L- LT 1.2 0.4 1.3 0.15 4.0 2.8 7.8 119+10 -L- RT 1.2 0.4 1.3 0.15 4.0 2.8 7.8 PLAN VIEW NOT TO SCALE II CLASS I FILTER STATION M MP M M M RIP RAP DM 3 FABRIC MTONS M 117+75 -L- LT 9.0 6.0 1.5 0.60 1.10 165 150 160 136+80 -L- LT 7.5 5.0 1.5 0.60 0.90 130 105 125 I 136+90 -L- RT 9.5 6.0 3.5 0.75 1.10 235 200 185 PREFORMED SCOUR HOLE WITH LEVEL SPREADER APRON ENERGY DISSIPATOR (Not to scale) NOT TO SCALE I • I I oiE rv 4Y I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT REFERENCE NO. SHEET NO. TRI x-0002C 2-V R /W SHEET NO. ROADWAY DESIGN HYDRAUl1CS C) ENGINEER ENGINEER C~ ly q 2,0 Mp1°u~W ~ ~r~`H CAfO/b. Y PLANS u'Cr cotvarxucrrox NAD 83 CONST.REV. 15869 NC GRID 8 It /W REV. 0 R P~'P hi1HORATT t WHO, + 17 O 12 N 51 2f~ II o .r C9) C0 -Y- LOOP B o A q 08 ~J 3, U 05 06 07 S 13 3P S ss o` 15 ° 57 Og O S9 J I me m 16 m ~n 17 _ 15 O 1 18 ~ .Ft 41 49 44 S © 47 'lA/71 Q 19 43 1+6 III' ~ ~XU 10` 0 4fpp Iv 30', 11 -Y- LOOP D ~ 0 0 ~x I I pX~ k -L- & -Y-REV INTERCHANGE w $ -Y4- SHEAR POINT DIAGRAM PROJECT REFERENCE NO. SHEET NO. RI X-00Dx 2-W R /W SHEET NO. ROADWAY DESIGN HYDRAUUCS E~u ENGINEE0. ENGINEER Q xouwuru 0~0 OD vmru I PREL[MIN RY PLANS rNUCnoN GRAU 350 CONSTAIM. no Nor USE ro CONS CAT-1 ~jR /W REV. N 1 N 04 W •V C, G Z PROPOSED FAYETTEVILLE OUTER LOOP H 6419140-9 TOP OF WALL ROP.EXPRESSWAY J Ln ON C4 C-41 In PROP. GUARDRAIL PRECAST CONC. PANEL T", PROPOSED H PILES PROPOSED L=160m FINISHED GRADE PROP.NOISE WALL W Bpn J PROP,GUARDRNL STA85+00 -L- END NOISE WALL TIP PROJECT X-0002B 24m RT. h BEGIN NOISE WALL TIP PROJECT X-0002C STA83+40 -L- 24m RT. L=I00m v ks~~~s 63 Z 57A85+77 -L- PROP. EXPRESSWAY 0 45m RT. GUTTER N WALL SECTION SEE WALL PLANS FOR WALL DESIGN 74 74 72 END NOISE WALI TIP P JEC X-POO2~ 70 ST 8 +40 -L- 24m TRT - - - - - - _ m J 70 P OP. POP F ~N W I _ W 68 68 - { J 66 66 C I +N +~ro }Uj AT h"1 ~I m~ a I a a~ a~ I J J - - W I w - a a w _ W - - 64 64 62 - ° W 60 t 60 +h ti N + + v W m W W W t- 54 54 P P. IN! ED GR E f - -j-- - - 52 m 52 - L o a _ L - - - - - - - - - - - - - - 50 C 4-1-+40 +60 +80 84+00 +20 +40 +60 +80 85+00 +20 +40 +60 +80 86+00 PROJECT REFERENCE NO. SHEET NO. TRI X-0002C Z -x R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ~p TT W N I~ PRE LIMINRYcroxsrn PLANS 0o Nor use vcrwre h W CONST.REV. N N R /W REV. N N N O O p~! Lij I Lu -L- i' N 645654.ffE FAYETTEVILLE OUTER LOOP + J O + c c 0 0 0 0 0 o N p PROPOSED H PILES ~ to W PROPOSED v1 V TOP OF WALL LLJ i PRECAST CONC. w PANEL Q PROP. NOISE WALL L`I PROPOSED FINISHED GRADE L=70m L=100m L---90M STA88+34 -L- 43m RT. SEvo E) SELR Ila z STA87+66 -L- 0 STA.86+77 -L- 47m RT. EXIST. 48m RIJWI CUT SECTION GROUND RT. NOISE WALL SECTION SEE WALL PLANS FOR WALL DESIGN i _.l 1 78 78 - - - L7 76 - - RO TO OF W - - - - - - - - -v N .I - a - - - - - - - - I_ 1 t-N ~V N Qn Q° Q° p N mN N 74 ° u V) wi W h QII W ~ W W W - - - - - - - - - 72 72 j1 +o i ~nW W W - - - - - - - - - -f - - - 70 70 f j 68 - --d-tv 66 T - - - - - - m N + Q J of W a W - - - - - - - - W _ W W 64 64 v 62 a i I Q e I W P P. N/S ED R 62 _ -41 60 - 60 m J-1 m ~58] 86+Op +2O +40 +60 +80 87+00 +20 +40 +60 +80 88+00 +20 +40 +60 +80 REVISIONS \ ~2 dway\Pro,7\x0002c_rdy_2Y_well.dgn In ~ m ! i , ~ i { 4 i $ 1 N' a! m ~ i O i N! a! m i 4 1 j ! I i i $ i I s 80 881F 60 1 ' ! rn MATCHLINE STA 88+80 -L- SEE SHEET 2-T I EL F7 I IEL= 22T p co I A 69*0i f I { ! ~ s9+oo ST 4 8-4 +00 6. 17" 8 ' ; } ! EL 72988 pFE ~TA i + i + +I 1 A'+ I I L- 26F ( =72}761 ; SECTION $ I ST 89J40 j A 89+, 0 ! I -rnrn{ i 1 i EL 555 L=7r3A5 $ i C I ' j I I t o ~ I 51T~ 89,60 i A ! m E =68x940 I EL: =73.4 f Do ' I ' o r I I ~ I ! ~ m g $ i STAI 89 + A + 045 EL-, j FrL=7 897 i 045 A 90+00 S7A ! I ' ST 90+00 I 43(90 j ( E( --69 ! EL= 7 ~ i 045 045 { ! A +2b S5 A +20 ! L=7 J48 ; E=74548 i $ { [STA 90+*0 i A 40+ ' 3b EL= 0318 L=7 16 142 I I I 3 45A0 I I I i I $A - - ! ; { STAB 90+10 i EL 70 56 ' EL= 5J i ~ i A + 80 ST, 1 90 180 L St E =70 6 j ELf 6 1 ' T 10 91+00 ST k ! I { i 900 E =70 6 i EL 75. 6 1 57 A I I { ~ I i I I i j 9/ ! I STA+ 91+ { E 70 42 ; EL=~52 2 20 -f 1 --j--- --j---~-- i i i i I 12 rrB i ! { I i +3 -74B91 I EL= 039/ L i j E(~ ~9 42 { { EL 7432 j O I ~ I ~ I I „vp 2 ' ~ { j I a °i U u rn ST 91 i ; 1STA 91+80 { EL-69-5 I EL= 41)9 I I ~ i 0 92 j i j5TA 2 ~ I 'ti m EL=69.5 I f 7L= D411 1 x as -a a e C1 ~n Z Im 92, j EL~69 pFF ~o ~n $ y~? z x n ' ! i i F m n O z t c { 1 i I m Tp m N 2 ')CJ Z O { j i I x. x Z. p ~ c $ a ornm ~ I i h r' tom' Zo ! 3 z ~C N k z c~ i rn { v( I v v j O I PROJECT REFERENCE NO. SHEET NO. TRI X-0002C 2-Z R 1W SHEET NO, ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ry Yr 0) n i c wNraNw s Q PRELIMIN RY PLANS TROC ON rw ~ p 0 CONST.REY. DD NOT USE CONS V C O O M O \ R /W REV. H r o~ PROP.RETNNING END RETAINING WALL BEGIN RETAINING WALL - 1 STA 10+72 -Y4- 8220m 1 STA 10+32 -Y4- 8220m (LT) PROPOSED cNaE PROP,VACLEY GUi7ER mm -y4- FAMISHED D a 6 VG Lo r°~sEE PROPOSED Q~ RErADDAC WAt 0 ROPOSED `A ~Ox 20 5 203' FINISHED M4X { May airrER O REfMNIMG WAL SECTION Z N 0 w_ K SEE WALL PLANS FOR WALL DESIGN B2 82 80 80 I 78 78 P 76 76 B GIN ~RET NI WA U -A' i { I E = A2 END R N1 G W t.._ - - - - STA -011 74 EL= 693 74 TJ 72 ^ 0 72 I W - f - - 10 70 I II - - r M - 66 - - 66 _ 66 0 , 64 -_64 _ PRO .FI SH G E _ 62 1 fit + T- 4 60 60 10+00 +20 +40 +60 +80 11+00 +20 '1 J ~ddva~ Proj\Q002c_rdg_9,.dgn R:\Ro 7 , nn STATE OF NORTH[ CAROLINA v DIVISION OF HIGHWAYS S UMAIARY OF EARTHWORK IN CUBIC METERS LOCATION UNCL. UNDERCUT EMBT+% BORROW WASTE EXCAVATION -L- STA 83+40 TO STA 93+40 189,811 0 78,823 0 110,989 -L- STA 93+60 TO STA 103+60 56,129 0 29,681 0 26,448 -L- STA 103+80 TO STA 113+80 95,868 0 125,363 29,562 0 -L- STA 114+00 TO STA 117+60 16,285 0 60,765 44,480 0 -L- STA 118+80 TO STA 129+20 177,899 0 61,171 0 116,728 -L- STA 129+40 TO STA 139+40 140,730 0 241,384 100,654 0 -L- STA 139+60 TO STA 146+00 56,001 0 163,129 107,128 0 -L- STA 146 + 80 TO STA 149 + 00 419 0 32,523 32,104 0 -Y- STA 9 + 80 TO STA 11 + 20 803 0 0 0 803 Y- STA 22 + 60 TO STA 25 + 60 3,098 0 28 0 3,071 -Y-REV STA 11+40 TO STA 17+80 4,188 0 57,083 52,895 0 -Y-REV STA 19+00 TO STA 22+40 451 0 54,254 53,803 0 -Y-RAMP A STA 1+20 TO STA 3+40 428 0 17,094 16,666 0 -Y-RAMP B STA 2+00 TO STA 7+00 32,660 0 5,820 0 26,840 -Y-RAMP C STA 3+00 TO STA 4+00 1 0 1,920 1,919 0 -Y-RAMP D STA 1+60 TO STA 6+00 6,267 0 61,258 54,991 0 -Y-LOOP B STA 1+20 TO STA 2+20 10,473 0 0 0 10,473 -Y-LOOP D STA 1+00 TO STA 1+80 4,454 0 0 0 4,454 Yl- STA 11+80 TO STA 15+20 681 0 9,171 8,490 0 Y2- STA 12+80 TO STA 14+40 2,000 0 0 0 2,000 Y4- STA 10+40 TO STA 10+60 111 0 2,229 2,118 0 Y5- STA 10+60 TO STA 12+60 1,946 0 26 0 1,920 Y6- STA 10+20 TO STA 11 +40 530 0 0 0 530 Y7- STA 11 + 60 TO STA 12 + 00 175 0 0 0 175 Y8-REV STA 10+60 TO STA 12+80 3,460 0 926 0 2,534 -Y9- STA 12+00 TO STA 15+00 6,920 0 666 0 6,254 Yl l- STA 7+80 TO STA 8+00 199 0 0 0 199 Yl4- STA 10+20 TO STA 10+60 249 0 1 0 248 PROJECT SUBTOTAL 812,236 0 1,003,313 504,740 313,664 WASTE TO REPLACE BORROW -313,664 -313,664 LOSS DUE TO CLEARING AND GRUBBING MATERIAL FOR SHOULDER CONSTRUCTION PROJECT TOTAL 812,236 1,003,313 191,077 0 5% TO REPLACE TOPSOIL ON BORROW PIT 40,612 GRAND TOTAL 852,848 SAY 900,000 200,000 0 70 ESTIMATED DRAINAGE DITCH EXCAVATION 13,000 0 z n T z 0 L4 nz p PROJECT REFERENCE NO. SHEET NO. TRI x-"2c 4 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS pp ENGINEER ENGINEER ctj 5L__LJ° ~c`4td Ckloi?e$ ,%u YYYYGGGC~~i~88B~~~~ t~ ° ` ~i E AN y i CONST.REY. SAtu EY ti R /W REV. WOODS 1111mogArf & NIG[ - h1(\ 4 FUTURE R/W & C/A FENCE 1MI WUOD5\, ti (X 000281 O BERM DITCH v} E?~ ST 83+483+80 -L- LT - , +eD.o°o THE UNITED STATES OF AMERICA '~tM \ \ } 60960 IT fJ FORT BRAGG MILITARY RESERVATIONS + WT w 84+56 / 200. 5TA 83+8810 STA 84+56 -1- ET Z 55m A~ > V A / ( 000') = -L- +60.000 80146 SEE DET I} 56.388 LT/. ) :zi / L3 Q - --c BEGIN 84' CL V yHW ~3 / i r FENCE w/ 3-STRAND !y „ FUTURE DITCH FUTURE SLOP BARBED WIRE (X-0002B) STAKE LINE a w % z; BI" C.L. FENCE IX-Q702BJ I I - FUTURE DITCH ~ WITH V OLITRIGGER OF (X-00028) c ? 3 STRAND BARBED WIRE \ STA 83+40.000 END TIP PROJECT X-00028 c ' r a' - ; Ir STA 83+40,000 BEGIN TIP,. PROJECT X-0002C C ' - - - - F N h (n \ 3 / f, , 'fie n~ PROP. SLOPE J F A e Z / r Ej 4,.1' I _ STAKE LINE oZ i \ FUTURE CONSTRUC710N UNDER cy Uf H Lu ry WOODS CONTRACT X-00028 p y ^ b_ L_ p Q PROP. CABLE GUIDERA'L G N N a v~ v { WOODS FAYETTEVILLE OUTER LOOP o awo y l/ l FUTURE CDNSTRDCflON UNDER BEGIN EXPRESSWAY GUTTER -L- STA 83+20 RT o ~y a o N e I C. 3, -S, CONRACT X-09M Z t:y holy\~ 5 \ _i U ~C y PROP. H c n BEGIN SOUND BARRIER FALL ~ GUARDRAIL ~ Z \ ; / / 3 1+40 -L- 24m RT PROP, SLOPE Z 2 \V A Q ~l wooDs STAKE LINE V 1 FUTURE DITCH oc WOODS r FUTURE DITCH (X-028) / F IX-000281 . A A ~ ~ ~ 55m RT = PROP.R/W FUTURE SLOPE C / f ( (18Q.446'I Q L & C/A zz- STAKE LINE , h \ 1 / / fX~002B1 j 4~ WOODS 1 A I / BEGIN 4b WW Qlpf'p gl r'tq~ . ll ,{}III{~II{q E \ \ C E"' _ t- - _ C C FENCE - i' 600 mm EORT-BRAGG MItiT _Y .SESE - \ \3/ 48'WnW~FENCE I' 695~i~1 _ { 4 II i ~ I u i I - 532-RT JO SOIL 45.639 f ° 20.000 -65 \ \ - 2,,33 1200 mm CHL HL 562'09'21'W 67.056 RT e220- azzoazw (a16iT17-- - _ _ _ 26.518 Iw I\ WOODS E - I''• 1 N 000 • -96200 RT - X - x X- X r LS \1~ IBOD mm CNL x._.--- x- 1200 mm CNL IgpO mm ~'D x 11200 mm CHI. (250.000') "I 1200 ~m , w mm CHL 900 mm it 150E mm CNL 5 k X a STA 83+40 TO STA 83-L- RT CL •B' LAT 0.6m DITCH -Ax-,-- Np i~? Tl", FUTURE SEE DETAIL #6 X~oieR f MroNs (_N JANET HERRING DAYLIGHT x k ARTHUR DOOLEY m~ DB 3772 PC 826 DB 4467 PG 633 PB 56 PG 24 PB 56 PC 24 i r m FOR DO'CH DETAILS SEE SHEET 2-T FOR -L- PROFILE SEE SHEET 32 PROJECT REFERENCE NO. SHEET N0. ~ ~ , • / , ; TRI x~o c s R/W SHEET NO. J ROADWAY DESIGN HYDRAULICS f ENGINEER ENGINEER 5 10 `IGpro,, O~~U111" to, / Q A AN Cd SAEN xm ueC R~ uc l t CONSTAEV. ! i I I I 2 (J 'y E~INEE~ +i %Ly INt~~ QJ / PREFORMED SCOUR HOLE wI LEVEL SPREADER APRON PFSH I i f R/W REV.LlAt10 ~iwM{~Wt J / Class I Filter S 44.11 11 B D VIPSR d DDE F78` I I - nlmlW/l / (MJ (MJ (M) (M) P P (CU M.) MTNS S0. M. L 84 B SRL LT 1.2 0.4 (M) 0.15 R 4 a 2.B I (j i ~I 1 WOMO ATT a N131 SDGAL:'°,..m',.~., a moo.. 1.3 !llc: ! ! l 3, -WLS :k Aif THE UNITED STATES OF AMERICA I I f I FORT BRAGG MLITARY RESERVATION I I ~ 1! i i i PROP.84CLFENC 7 PROPAR/W BARBED WIRE i f ''PFSH r I SEE-SPEC D ETAIL R I FT 2-T STA 83+80 TO STA 84+5 DIT IT REMOVE SEE DET CL 11' r r ~n C PROP,SLOPE RIP RAP ! Itr?r j 1 400 CShVNEL80WS STAKE LINE RO~AaD LUG CONNECTORS F tY W/SLEEV,5 GASKET 14 /PROP. n Y. GUARDRAIL END EXPRESSWAY GUTTER F ? C! ! 'O F EGIN EXP SSWAY GUTTER -L- 85+60 17 . ' 4 1 r I- E IC Z a L, L- STA 84. 5 LT FS 2 LLJ E 0 ri LU, -1 J C~ 4 i GRAU 3 W c 4. / n W Ln GRATE W E ^ rye + / - - ,PROP.C _LE GU! RAIL €-0 75n 75n 7rn 7sn + CA A ZK= OF Do FAY ILLS OUTER LOOP 64'5 `598'€, \ ao ry E E s o \ .q EM* W ~ O 1"'s' ''i \ C O O W o Z k, \ \ ON* Z _j 7 FS zGl \ F o PROP,SOUND& i -L- - FS zG1 PROP. SLOPE 450 !ER W! _ +78 -L- n LL D &TPRESSIYAI GUTTER 24m R7 F STAKE LINE \ v -L- STA 84+60 RT 45m RT 2Gi' 450 fSP - L W/ElN STA'86±~10 TO STA 87BERM DUCH +00 4- RT +78 -L- L PROP.R/W & 48m_RT - C/A - F / CL 'B' RIP RAP -4-- LB r PROP. 48'WW T 0.6m BASE DITCH BERM DITCH - / FENCE STA 84+40 TO STA 85+00 -L• RT STA 85+00 TO STA 85+60 44 RT _ 9D0 ~~S t t EE DETAIL #2 R 1-' - .5 25.908 fizz 56 '52'W 26.518 - ~ .X~-- 562'20'56'W - - ` -CL •I' S -TOE PROTECTION 84+42 L- RT -ART BRAGGLIfii RY-RESEA~IBN- - - 26.521 2621 57° 1. P I 1 3C L/3 33.040 '6.518 ___S S62- 53'W l~ 2. B2 5,736. M %Y6YY9'Sa x ~ i+!~x ' 56.562 WOOD ~ 56 I'02'W 5 '20'5 ci,' VICKI JOHNSON JOSE RIVERA h a ` DB 3712 PG 831 DB 6601 PG 229 PG 56 PG 24 a" - EN NATASHA MOORE PB 49 PG 45 y ~o ~M HELEN EVANS LEROY JOHNSON CELMEE BE AM LL Y DB 5859 PG I 'N - BOBBY ETHERIDGE VONDA MORRIS mJ A. T.231 PG HAYNES 121 JACQUELINE G 507 DB 4662 PG 411 mm DB 2848 PG 463 DB 5414 PG 303 PB 49 PG 45 8 DB 5774 PG 771 w DB 5299 PC 653 DB 9 D8 5237 P m PB 49 PG G 45 507 PB 49 PG 45 PB 49 PG 45 PB 49 PG 45 PB 56 PG 24 PB 49 PG 45 PB 49 PG 45 E%ISiNG P/W n A+1 FOR DITCH DETAILS SEE SHEET 2-T FOR i.- PROFILE SEE SHEET 32 PROJECT REFERENCE NO. SHEET NO. RI x-GY)D 6 ? 1 - tr R /W SHAT NO. r+ m ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER j 4 r 5i, _ Q 1~0 X% CA101/ CARO, x j ~ f<<. Y88~~ ; ~Q4 y~ 4 I 1 I ? njQ R SEAL R AN s f 'hs Cd N veC amg~L S J ( CONST.REV, 0~ y p t I f~ I I 1., E I /y 4CINEEJ :tiy.E,ICINEEi~S to l ~j II f ` \ / Z f R /W REY. ~~WUUn~N 'Was µo~ to THE UNITED STATES OF AMERICA T FORT BRAGG MILITARY RESERVATION MARO NigRI SDIa 4:.. (.1 / 11 7 Z r r h,r 1 ....;Y r ~1 9.975 -Ir .I ~'m 6T PROP .84'C FENCE PROP.RIW / 3-STRAND " u . + 975 - ~ 1 ARBED WIRE & C/A / «ti. 5 5 080. ,6) j'1 ~-wr'~+J~ir~t:i'"`` ? `"r 'ti:'"`"~r,~,,tif"J r / / Q Q C CHORD l , l N I ti / f W E PROP SLOPE STAKE UNE t w n ILA SE f FS Lr GI % - O e Y o a - / r 515 O n y E d FS.!' 2131 - I 1 FS Q = b00 2GI Q W Lh 4-111111111 _ 600 W ,a n 600 00 750 750 Z / N + 750 11 750 h E ~ E n & OD PROP.CABIE GUIDERA.IL FAYETTEVI~ER LOOP - 213 g C ; FS >3 . PROP SLOPE m 2 +34 -L- STAKE UNE E Z 'PROP,SQUND + w~ y - - - - - 'J 450 CSP K 2GI ` BARRIER WALL - a - , - - - - - _ W/ELBOW m % - E W F °4 - BERM DITCH PROP. % a 2GI r STA 86+40 TO 89+20 4- RT ' - FENCE RAJ n ri m 13Am A- + 4 - - +41.8448 Ir % 54b50 RT +67 -L- = +30 L- +69.975 -1- 47 RT FXPL R ' T v . % EX. PL 08 0.4~4. 6 +08.7 55m RT - PROP.R/W - - - - - > 23.967 '15 'E Ew N6224'20'I.378YE F MILITARY RESEfi CORD 3.495 N62 ' 2a 080.446 & +34 -L- x 2'14'0 N6213'22'E EIP .498 CHORD 4J RI r{ 27.333 EIP Ni214'OS'E Ew CHORD x 47 N62'1919'E EP N6219'20E CHORD - - '9'E 17 N62'19'20'E N6 '19'E N 21' • N z N c' °N ^z' _ Oo-ri _ £N FN F ON N D o a JAMES PURCELL FRANK JACKSON JR GWENDOLYN LAWRENCE P f m £ DB 4319 PG 343 DB 5936 PG 606 KWAMIB.TUPRAH MERLE MILLER DORIS HEARTFIELD DB 55 BARBARA 00 PG MCIELI429 PHASON DB 4508 IS 398 PB 49 PG 45 PB 49 PG 45 JAMES BLUE JR DB 3373 P6 821 PB 49 PG 45 776 CHARLES LUCAS f n TOMMIE L.PURIFIE ANTHONY NETTEY-MARBEL SAMUEL DAVIS DB 3425 P6 356 DB 3628 PG 428 DB 4080 PG PB 49 P6 45 PB 49 PG 45 DB 5117 PG 550 PB 49 PG 45 5 DB 5943 PG 397 DB 5894 PG 816 PB 49 PG 45 PB 49 PC 45 DB 4127 PG 839 PB 49 PC 45 PB 49 PG 45 PB 49 PG 45 PB 49 PG 95 G 5 -L- E><rsrNC ww PIS 87+19Y &S Str~5Jb' 42 A =~5848X (LT) LT _61 T=l84. ST = 3, R = !,400000 SE = 0445 RO = 61400 DS = l!0 kph FOR -L- PROFILE SEE SHEET-JJ PROJECT REFERENCE NO. SHEET NO. TRI X-Q70 7 R SHEET NO. / ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER / °u^ ^J l Y Y 0 R4~A CAJp(~q,~ d°t CAtoj SEK•eur vaCr vcrl CONST.REY. P 0 IN ,s 'rCINF~O J ~O R /W REV.! t AE1N3``~' ~4~~Mfr wFF~p•,, \ 4unuw Q a O f P~ ~ WOO I NICIR SDG THE UNITED STATES OF AMERICA \ FORT BRAGG MILITARY RESERVATION 1 PROP.84'CLFENCE +25 4 \ w/ 3-STRAND yy, f,.~''w 2 SSm LT BARBED WIRE PROP.R/W 080.416') \ RIP RAP n: & C/A NJ j f? \ 1 LOCATED ALO LOGMATCHL NEED F C a w. - J BEGIN EXPRESSWAY GUTTER PROP. PROP. SLOPE -L- STA 92+60 LT GUARDRAIL \ " f'~. wry \ : rw' r r - - - - w^ r.'? STAKE LINE \ E o W FSp~ G~~ EAT LI ri X M CAT 1 N M\ _ I N E W C. N h3; W w n W ,r In W to Nam J . e M~ v~ m H v ~ O r °o 6 E 0 ~ pp O H E E 37$ as ~4 o H O 375 ti a + r. p M 375 ^ g ..w. .w_:.5 0 375 4GI Wi - - - Q l 37 -FS PROP.CABLE GUIDERAIL FS 375 c Q r r m I r. ZZZ Ram W v i ` ti FAYETTEVILLE OUTER LOOP N W o z WAN" cc) 7- ,r s E _ w m „ l4 GPAU 350 PROP. 1WMH GUARDRAIL +10 -L- FS 41m RT PROP.SLOPE m 7GI _ F RETAIN STAKE LINE C 750 RCP tN '.r - - - - - PROP. SOUND END SOUND & C/A M' 4,ti PROP,48 WW BARRIER WALL BARRIER WALL +L0 -L- ` 4 +O6 -L- FENCE 33m RT f 'y f4 40m RT /lk 26,18 Anli:s, \ 1 _ N6zn-oe,E 55m LT I / f ti w" v 4r Elp • 'v6 270'38Z rw N6zgBOB N62. 20•4~,y„7y.,-hvv,Lwy, `"~N~v4;.. I IJ OUINTIN HODGE op e.6,; DB 3875 PG 295 FANNIE COLLINS 56271'39 PB 49 PG 45 tiw DB 4930 PG 204 4 y w 4s- n ti q. PB 49 PC 45 s6 'z wr,~,.` w v N THOMAS BLACKS{EAR e.W + m DB 2897 PC 705 e IL w- TYRONE ALLEN +03,327 -L- b PB 49 PG 45 ve JAMES PURCELL s6iz,,6 'W q DS PS 439 PPG 459 109502 (RT) ON N DB 9160 PG 347 PB 49 PG 45 w w • JOSE ABUDO ao m 5627r<~°.W G DB 3944 PG 379 PI St0 95+94fi PB 49 PG45 EDWARD TIMMONS em A= 60'58') JI(LT) xa~ q, F b DB 3091 PG 766 GEORGE WRIGHT 6gg9 L = 1989,8?! o ~w PB 49 PG 45 DB 3870 PG 705 "62'zrs• ' I om z PB 49 PG 45 F R ° 80017 EIP .,.23.697 S~E~ OD445/~ v RO = 61DOO DS = #0 kph FOR -L- PROFILE SEE SHEET 33 PROJECT REFERENCE NO. SHEET NO. R~ X-" 8 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 5 10 ~.~0~ 6ARpi G tol?, SEA,-- --I' R v 'ANffi . CONSTAEV. ilk 1 y C 1 l /f ~JO R/W REY. Ak~~ 4NIw4` ~~t hmmo PArr i NICR { SDG 1 -)L Jz Y iY / / / d gym. THE UNITED STATES OF AMERICA fro{ / PROP.R/W / R FORT, BRAGGMILITAR RESER1~ATpN & A / PROP" RIILP RAP FENCE F l 1050mm PIPEL 1 LOCATED ALONG CL '3' ~MATCHUNE / UP RAP PROP. SLOPE sracE LINE /PROP. ! a' F y GUARDRAIL END ~X / \ LL 2GI TE T +80 SWAY ER 0, > GRA -L- 57A~ 8 Lu -47 W 19 _ G 350 ~ ; Now Ln r W *Now + { e@ F5 2GI c PROP.CAB(E I / / 750 f / GYI DERAIL 7 / 10 FS 0. . E s I 2G r. W q OUTER LOOP Z MAN* EYLLE •.E,. N Z o 1 ww? J MONO, E V ~ 1 ° o h JB n 1WMH vaf S ~ CAT-1 a° +50.31-L-l1 ~F _ I5DB7 RT L GUARDRAIL - - - T - - - - - - - t~-~ CCC _ a r CLASS 'B' JI I ; PROP. SLOPE RIP RAP TOE PROTECTION w I 1 } l STAKE LINE { STA 93+DO TO STA 93+40 -L- RT ! I i { / SPECIAL LAT 0.6m BASE DITCH STA 94+72 TO STA 95+60 -L- RT wr , I I ~I i / SEE DETAL #4 f ff/ff PROP, R/W \ - - - - - Irv l I ! i E & C/A PROP.ww - ^ FENCE'I ti I ! THE UNITED STATES OF AMERICA FORT BRAGG MILITARY RESERVATION -L- P/ Sto 95+94113 A= 6i758'18.Y(LT) =1824J98 R = 1,400.000 SE = 0.045 RO = 61.000 DS = IlD kph FOR DITCH DETAILS SEE SHEET 2-T FOR -L- PROFILE SEE SHEET 34 m PROECT REFERENCE N0. SHEET NO. -Y- RAMP 8 4T~R X~D 9 -Y- RAMP C R /W SHEET NO. 3 ROADWAY DESIGN HYDRAULICS Pls ~r5 +53904 PTO 2+42595 P15 St oo+30 3 ENGINEER Bs = P p= 4556'30b'(LT) es = 49'0 BS = rO9 457' L =288661 = 90Oa0 ENGINEER ~'`o ~Ls = 90A,,gg0~~0qq T - 1 LT - 60,pp3 (jR~o cAiol' RO = 360000 ST = 30M3 I'~'% ST = 3 R = yo .I SR, we. .000 = 80 kph CONST.REV. . yyF+'`,4CINEEti,, O t'1 CJ w f'f R /W REV. wiy7 C RE\t 4 h-rP WEEES 'WimlM~` wwu~ THE UNITED STATES OF AMERICA FORT BRAGG MILITARY RESERVATION r NNMUFFSTT N~CHIN SDG-"0-• LL, +A Y PB G,~ 0, r a +93.589 -L- 39 LT G 55m LT (180.446') j, X27 PROP.R/W \ ro m I ?i 3A -Y 1L . & C/A C z PROP. 84'CLFENCE I m T Y\ a wl 3-STRAND 987') / N BARBED WIRE + r L. / / k +35218 -C- CHORD CHORD / 36964 LT - f f ,J PROP,SLOPE N 23' 43' 7.8'E STAKE LINE C N26'10'09.3'E Jr. CL 'B' RIP RAP 2GI FS °E Y 0 = EST 3 S L- a h a -Y RAMP p W m 1 + n N ~ N 411111111111111 ~ c o 0 o N O. ~ 9 n o - O O Y - rte- - P 701 E E IC 110 600 a 0% fAYETTEyI -L- . 2GI . 600 600 N 600 a e , LLE OUTER LOOP P ? W m N n . FS r = N z 00 low* a+ h n _ E> 2GI " 19 F - - - N - - -Y- RAMP C E n U PROP. SLOPE STAKE LINE _ N25 N 2P03'589'E h 3 - - - - 2 1 7 O + CHORD + PROP.48'WW a FENCE i \ {3 SPECIAL DITCH GRADE PROP,R/W +90 RT -Y- RAMP C STA 1+62 -1+82-Y- RAMP C 0.T La- 25 R SEE PROFILE FOR GRADE N +oG -r-RnMP c & CIA lez. tl W 37.291 RT (122.346') 11 L Z R J (a~ 'AYC '2 t~ o ` o P1 Sta 95+94A3 1 A- 60'58'18J'(LT) O L = 1, d21 V N THE UNITED STATES OF AMERICA T = 8.198 C1 + FORT BRAGG MILITARY RESERVATION V E_ l'OA4 6No5 a RO = 61MO DS=110kAh Olt 0; 3:I I I v I FOR PROFILE SEE SHEET 34 FOR -Y- RAMP 8 PROFILE SEE SHEET 45 e FOR -Y- RAMP C PROFILE SEE SHEET 47 O V P y W d ~ N V N N N ~ S ~ 9 ~ a• p loll W N O O P N ~ W N V P` U a 4f N ~ < 0 V P Q N~ R~p ~ YP= S~ i ~ ~ ~ ~ s` ~ ~ ~ S ~ i ~4 • .O. AA. i 1 till #F tr t.. !R arr ii r tr ~Qr K w uA $ g ag 1} a~ al t Zia tI $ a i it s,. i t i u S 21 at st.. mi z`! z 'm at i ' i! _ i y A #Q Uzi ~ ~ 'HIT~N Erol/~ wl• p ~ ~ 8 D T SEEN H EA .9 P+00 MA - YuN~E{l,MP 82+00 a r t v s •o * • a C MA is sa ~rj r i « K / I ^ ' 1 33 p ~ A a S Ct ~ b" YYY3 ' I 1, ~ a s 3k aE its I I a,.•~2 ` a ti 1 ~i E O• dd* C 1i, 1 ` 11 ~4 ~ a 1 0 oO o ,`1 ' 1~ I g E I o I lop Will, r ~ w O fib, r! " I q ~ I YCL seen i" Ya OWN i g l v 3 / 1 RRwIM N D , m qq~~ arty o°o 2,p ° F-m. oa.. ~ ° ; iP ~ ~ L v Ntp Oxv, TS 1 a $ _ e q O Q~ ~ ,f 9 ° E ~ some rr Ef .i, O Q ! ? 1 @ 1 Ell till .y ,v p D go$" 19 025 f~itt~ o ~g _ E` AMP ~'Q~~, D f \ ¦ ~t "7 a q 1 MATGHUHR SIA. 105+60 Cr r O ,}A7 SHEET 72 Id t D •~NE SIP, Ar 'D Cvq a 'a • #Joe m ~t Islet? NON- aa•~Yo~ r a ~ 4 a ~11 i' lose s t~ s r -a f f BP ~R .S3 f *IBM 4 / otf # 6 e ~ pLS, p / o a .i SxxP ~ B 15 S c filial '~tqy ti ~ o ~ 3 / ¢ 4 I ~.r -Y- RAMP A -y j- POT 12+50 = PROJECT REFERENCE NO. SHEET N0. PIS St ~ p~ P1 Sf0 1+80.075 JAMES EDWARD WILLIAMS X-000 I es = x'09' 4 0= 28'g,5' 422' (RT) P1 StQ 1 +92849 -Y2- POT 12+50.00 ~ GERAL AND NE J. N LIAMS O TRI ROADWAY DE 1T A- T5 45567 (LT) 53 RDESIGN SHEET NO. HYDPAULICS a LS =90.000 L = 6 26 DS. 2634 PC. 558 LT = 60.049 T = 90.075 L = 464 93 -Y2- STA 12+55.00 P6.20 PG.49 ENGINEER ENGINEER o`,,,,~uID'w i ST = 30.045 R = 360,000 NAD 83 3 BEGIN CONSTRUCTION +55 -Y2- 5 m - uAmlr Crff _ 1D u4„ NC GRID = N TB05 253'E (49.213')'' RO _ 90.000 159 L- *°a f _ 65m +55 2- ` y R R AN t OS = 80 kph DS 0 kph IBM RT +65k11 -Y2 SEALS ~g ~RBBAL = t (59.055') CONST.REV. uti..., +55 -Y2- EtL kVV •6 \ , 49"'4 INE . ~v'r` tires,,. IBM RT 6 R/W REV. 1, N1Ea~4aN~`Y WEB W 6 To LAT 0.6m BASE DITCH E 159.055) PROP.SLOPE C +12 „ 41 Q X 6+84 TO STA 1+50 -Y-RAMP A RT 53 1 STAKE LINE m 1 I • O rob 15gm LT i 1~O SEE DETAIL #6 ~o l crt&-41T913 Y2_ I SDG ) DITCH ~2b~1 i I 3V,M 132.808 4 C ~r t NELLIE E. , 33gNPG. 381NN~ \ TAIL D4 'om CST DDEf~ m ' _ Atil-Q GUL #'14 SARAH H. BL r t?f PROP,R/W \ YZ C O DB. 1131, PG. 411 ~Q~ 1 \ 'd P8.20 PG. 49 0 ' o C) ~ ~ C & C/A STA 12 +60 T 55 PROP. ~7~n \ O S TA 12 +85 2- IT ^F \ ry _GUARDRAIL + 0 -Y _ 3A WrA , Z \ \ \ SEE DETAIL #13 4 1 \ M F~ Y roar A yt. / \ C PROPS LOPEE 014.829') 1 +20 -I. PROP. 48'WW \ CL 'B' RIP RAP 1 n S N -7 Uj SPECIAL DITCH GRADE y <4 / 55m LT FENCE 8 5 E = FE O \ 980446') STA +60 TO STA 13+20 Y2- RT 8 8 y In 441 y ` \ I SEE DETAIL #13 %i' a0 S W W 56 W \ ) ~1 SOIL Q ,tr QIIA 1 , "T- < 3 Z_ N f q \ K 1 J JONAS A. MOALLIS ° RIP P RAP TER, JR. x v F R C 13 (~j AND WIFE, \ w w'f 4 ~ f. LOUISE S. MOALLISTER V \ oo ' Y g OB. T90, PG. NO AMP A TS 0+00.000 = Ex RhV w SOI 2 PB 20 PG. 49 150 / 55m IT - E F5 c - POT 107±80_001_114200m LT) 980.446'1 ca F GRAD F t~ 5! W 2GI 3 0 2GI FS 2GI >;~rc_ - C ^ MARCEOLLA WALTON 4 FS 1µ'n ` DB. 2497. PG. 648 PB. E o 73-999 -L- cl~ a 106 _ W ~ n ~ 9955 RT tim N 10 HH! n "z v ry h +07231 -L- \ ^ ' - \ ~a 1 ^ 54W E u', cd 1, 1 4.824 _"I> ..,m..,.,. w - . _ rye Q a rye 0 -L- 750 FS GI 750 ~4yT FS `75Q 7 .9; + Lf f AI O n E N N V 5Y 13.5' E FAYETTEVILLE OUTER PB, 36 PC. 14 2GI PROP. - e o YW E W N mm* N Lu >1 U T} ' J O i N 1~ N o 7/ r"' ) 1 I 'i1 y Z e . VJ N 2O ~1~ 1 ~ ~P F- 11 9 r E~ee le Y R 2GI f rEt I\ 2GI * 1 H ire - o W A P¢0P S~YO"P 7-\- c EUREKA L BAPTIST E t PROP. SiAKf UNf, ' 0 f 59 C R FEDERAL HOME LOAN cunRDRat _ ~4 x o 1 W E r LL _ r a 1 1 \ ~ c MORTGAGE CORP. Y PEL f ~ 9 3 _ EUREKA CHA M RAPT 1ST CHURCH 6 m Q~ ~ TRACT 3 m ~ h t Q ~T ACT 2 BEN AMIN J. EVANS HEIRS E ~ KA \ RAPT CHU+iCH DB. PG.2312, PG. 518 EX. RW / DB PC. 518 = ti 91 OB. 518T, PC. 116 3 \ £ q 980.446'10 8. PG.2101, PG. 18 PB. 36 PC T / l` cES EYEAV C) / PW 3b PG14 913 S PB. 36 PG. T4 Fu \ 0 G.261PG Tq IT 1 R r o O u~a, k F , C? W, ~SqB a y r (n Q. L- - - Sa _ ~ 63 W W ^ Y ,^,.f L'' i op ROP.4B WW J y PROP.R/W 55 I ~A k7 FENCE M VM KIRK y 0: i & C/A Cy f 1.. ti - J +26,622 -L- ) a P801 6') BL'P1 MARIAND HUSBAND, I p +00.x4AMP D / 1 JOSEPH KIRK 6 J s- I Q 40.8m IT EX RM/ -4 1 ss 040 D8.47TI, PG. 0390 A-- 1~, I PB.20 PG. 49 N Z 8 / c zz I 933.858Qy 54.9m RT I I +90 -Y P D ; - heo.118') m 1 r COLLEGE LAKE IT ' m 38m IT J J Y l ~ " / ' t t a `I 24.6721 LAWRENCE SURLES DB.2067 PC.2Q1: 1 crrc f~v ,'1 L~ O ~i 1 D8. 281T, PG. 932 m O i P8.20 PG. 49 $ COLLEGE LAKES INC / D8.2067 PC 207 1~ 1 li K`3 y HENRY M. COLVIN, SINGLE D8.2198, PG. 16T r, + / 0 -Y- RAMP D 2 37 i Y~ P6.20 PG.49 S _ NE SSA 310 bBa 526 48' A= 3,g8p'J405'(LT) ' iT - 90 T =37~2p PIS Ipg+~B23 Mp3~HL15EE SNE FOR DITCH DETaLS SEE SHEET 2-T FOR -c- PROFILE SEE SHEET 36 ST = 30.036 SE - A8 es St_ 5'!3'592 0 Ls ff RO = 90.000 J L = l FOR -Y- RAMP A PROFILE SEE SHEET 44 DS = 80 kph I 1 $T - 5 I FOR -Y- RW D PMFILE SEE SHEET 48 FOR -Y2- PROFILE SEE SHEET 57 PROJECT REFERENCE NO. SHEET NO. -Y2- -Y8- REV TRI XZQ SHEET No. 73 \41 tM ' f 5 - P1 Stv 14+26594 P1 Sto 10+80479 ROADWAY DESIGN HYDRAULICS I +47.893 -Y2- 111 S I4 4y IQN l60415'40J'fLTJ A° 46'NAlrLTI ENGINEER ENGINEER EX PIF 5 18 Np~N", „1111111," v C C 4 r 5 E CD 1 'y' - QQ~ R T ° X ~ = 3t~4 of CAIO/'h Ufp~N. ~~iaM P ,3 1 pp0/ NO R - 3 R = 80 S5 DIRK MAIBERT r' , it V1 IQk~ E R OA4 9 _ ~.0m 1111 NA 83 $ERx~a uuvo R u 1 ALFA-AND YOUNG DS = 30 kph DS - 30 kph NC GRID CONST.REY. s •~gDINEEi ? 44~ f E4 4~' D8. 47, PG. 0162 ' N R /W REV. PB 20 PG. 49 +1 . -Y2- "p1""1uw111`~ 11} +81.585 -Y2- I -14m LT $j kit (!6 } (45.932') C £ r• 1 WNMORATP h ~CHOL u«a."P- t:y 152 493 8 1.585 -Y2- E P. SL 11 , It s a i a ` N 10m IT 97 TAKE U 55 r, ~2. '3 " 1~ LL ST PROP, SLOPE JOE DYSON JONES £ ( w 1 +44.315 -YB- o~ AKE LINE AND WIFE 5 0 ~pmm Lµ ` ' " " a W : ! 64 BE 2 -YB- POT 10+44315 riB1= ~c W - t EAH JAN~JONES~} 7O m~~ = JAMES ALBERT N A DB .383 PG. 0681 -YB- REV PC 10+44,315 UA) : has H 08.43T9,PG.0 q~4 PB.15,'PG; a BEGIN CONSTI4~ICTlON MAXWELL AND JOSEPH GRIFFEN _ pig PROP.Rs PB.20 PG. E 1 4 " r 68 f~ DB. T80 PG. 407 = c N E e / C EX PM/ wf " BERM DITCH 3 -Y7- PST 12+10 702 a 1 C 1 C3 55m LT COSMAS D. EAGLIN STA 110+05 TO STA 111+10 -L- IT HzP 5a -Y8- REV POC 10+610 N (180.446') AND WIFE, q' Y is MARYROSE VERA EA 9 I ysv+5 x O DB.3004 PG.20 sce j x: d N 18' s' A E BERM DITCH ` PROP.R/W 1 NS % N M L C / V STA 108+90 STA 109+90 -L- LT & C/A EX RW - PROP. 4$WW VJ / 'St. 55m IT (180.446') y1 j _ s E )WARD p ~ LIOT I 67 , f o W C Y AgqAN ESS IF FLLIOT ILL- RR ES s 'C B~ 1~ kk" N, OB 809, P~. 66 T ~J a AND WIFE, W w a~ ? PB. 20 PG. 49 - 60 ROSA L. RILES 375 1Q y~ i a J 56 f I MC Y DO. 2160. PG. 185 A r. g0 JLLQ a~~ = O k?' _ 1 I 15 PG. B 1 a>t- r" PROP.WW / s U D . 6812. P 18T a;~ d H B.2 49 sFO 0 FENCE y 7=V1 rN f BDO< j< w o < l bs _ _ - - C- BDO _ - v,r;" Gr* Q' two C 1800 CSP a 1 F5 a b. 7 ; W/ELBOW - , / m eo -CSP 69 i o C4 2 1 3GI 63 851 / < ARCEL PG pE CHERYL EVANS Ell DB. T, i _ Y t> w DB. 4346 PG. 0342 n ° W - 20 PG.' 5p~, ER r P8.36 PC, 71 W „ O o° % 44-- l OS E W N ° C n N VANESS A P P, lE GUIDE L J W J.432 C ~ h 2G STAKE LOPE- terk- .0 FS OB 4631. PG. 4795 71 STAKE LINE s + n~ 00 . Q > 1 I W w EL E&INS ' l IZ ^ryF 44 4 1, 015 , 1 m 2GI y ti J s B. PC d I',34.2 10 > x f 01-342- Fs 2GI C ~r ^ ryf PROP. SLOPE STAKE LINE j J C w ~ _ Q W 63 L ~f" F' "E f 74A i ~1 y ^ryF MA KIRK 4\\~ W AND HUSBAND„ AODIE W. COUNCIL (HEIRS) Z 6Z JOSEPH KIRK , D8.5099, PG. 274 y S O OB.4TT .0390 CHORD +36.147 4- PB. 36, PG. TI FEDERAL HOME LOAN PB. 50m KT f V MORTGAGE CORP. O64•. 4 21 Q in EX. RM PROP.46WW D8.5181, PG p6 55m RT FENCE C 15` i3 E q ~ 144 1 j 5+C5• 4P PROP.R/Ws 7J 9 I C ' ~,y 1 1180.446') 1C,. 9+1A 9 & C/A 1NC1~ JOEL JEN(I r , Sri Pis St !pg 23 PI Sb l16+37 31 SE _ ~3'I3'S o= 90'06'4rrRT1 NcE suRL s f Ls - 79 L = 100.939 DB. IT. PG. 43 y 74 75 _ 5 R=i°0." 20 PG. 49 ` • WILLIE SIMMONS, UNMARRIED SE = 0D8 SPECIAL DITCH GRADE 1 HARRIET EVANS KING DB. 4838, PG. 0381 O STA 108+90 TO STA 109+40 -1- RT } DO. 4822. PG. 660 AB. 36, PG. TI - 79M nh 1 Q SEE DETAIL #5 1 ; PS. 36, PG. TI DS = 110 kph FOR DITCH DETAILS SEE SHEET 2-T Hen CAROLYN DOB RY M.-COL V JN, SINGLE f ` ` Q Pc k FOR -L- PROFILE SEE SHEET 36 08.?198, PG DB.PB 48T4 491 / c 12 8 AB.20 P 49~ 1 \P 3~ , { FOR -Y2- PROFILE SEE SHEET 51 x~,:l , (CN~,~ SN~~ FOR Y7- PROFILE SEE SHEET W N ~'N,P1 5E FOR Y8- REV PROFILE SEE SHEET 59 m -YB- REV ~t PROJECT REFERENCE NO. SHEET NO. Sto4810+8OZ79 P1 051AT48'S43k(LT) Fyo~~~~ ~s\~ R~ X-000ZCHEETNo. IQ L - 68 5 L = 56.985 ROAD EN IINEER ENGINEER T = 3264 T = 29762 R = 80D W R = 80.000 %a $J• s to SE = 00.04 SE DO =20000 = 004 x I / fit" tAto~,''n ro~~~ uROIy~I OS = 50 kph DS = ik +36 „ 178 REV % v~, l 1 m LT a ~5~9 4PI' ,y s m„ . Rtl +90 • -YBREV I J (55.774'1 CONST.REV. • t +92.5 4 -Y EV / / \ / c` F1CINEE4 hS4 4 y F161sty \4t• I kq~ Ex . RhY R 1W REV. L OJ 10m LT J.D. ELLIOT a• of-MAX ANPG40HT GRIFFEN (3z.8oB') AND wIF~~ lom 08 ( Lr g / a1 ` hAVORATT & NICN01 SUE ELUOT sock" + i SP AL DR GRADE ?s~°9 06.3260 PG. 749 1 I STA 1.+00 STA 11 +89 C W I 10m2.4LT YB REV SEE D AIL #13 \ / / \ Q ~~Q ~ ~ ~ i I (3].808'( t_ b9 E / % / ~ ~ G PROP.SLOF / qp \ STAKE LJNE ~ / G +54.312 -L- ~ 16 F C 00 0 11 L LAT 1.2m BASE DITCH 1 Lk \FA 114+30 TO STA 116+60 4- LT 00, ^ F s © 0 $ SEE DETAIL #7 E /f \ I I w'~-PV•~ i ~ I ~ ~ hJ / / / / '9'B3 -Y6-REY I $ / / 0 77 78 TONIO a J D. ELLIOT t NORM AN ~ s / +4` V) W I / C / AN ~fHITTED \ jD WIFE / AE W 1W _Y _ F C / PW a P p DB.4613 PG. 448 SUE \C. ELL T &c / _ f; ~S 5 a FENCEBWW a d Q ,r Ca N \ J// N r3 ° - -Y8- REV PC 12+355 EX PROP. SLOPE 7 - f - CL 'B L e 55m LT STAKE UNE + f S9 ~ RIP BAP a ~6 69 080.4471 E BA CLpA'1'p LPROP.SLOPE CHERYL INANS h1h s~, NATION A RIP G3 os T PG 4T \ STAKE UNE " OB 4346 PIG. 0342 _ °aS l 98 t98 PB_36 PG. 11 - -+b''- 1 - - p 8'3 w SPECIAL DITCH GRADE p Z STA 11+00 TO STA 11+89 TAIL DITCH v 0 -Y8-REV RT pp q EST DDE +/460 m JJJ HUGH M. MACKEY C MC N a DETAIL# 3~' _ BDO a \t aSEE DETAIL #15 AND WIFE. p f w qoor THELMA T. MACKEY Wl 2GI spa S ZA JAN 11CCLEA~} b N a ?o / / FS Fa 2280 PG. 42 PROP F B. 4021 PG. 0337 ~ .3 c C +~rh ` v//EOi ow zG1 m \ / ' ' GUIO£RAIL S ~F C+/3 RIPS ~ BT mT e) / h r S h onn 2G o y n LL A o" z, / / FAYETTEVILLE OUTER P % O ROP CABIN O n .0 P• 75, + t; r O e ~ \ P Q co \ti • E.R. MOKEITHAN ~s 0 Q E W 2 ` 1 AND WIFE,~n 83 H Z e to RUTH B. MOKEITHAN W r4b v4' 69 bB,IG. + G - _ a q CHERYL EYANS ~D.~y- ~c /l l Q y C •~y~ • .6 m' DB. 4346 PG - / a P& 82 k h a 38'P . TI EX PM 0 ? O 4+ h ) © © g W C 55m RT ~i i'3 BETTY LOU ARMSTRONG 15 avt so ~PROP.SLOPE \ w .4a6' ' 2256 PG 5T5 Pao STAKE LINE a l y a 4 N EX PAV OA, ~ V (180.446') Q PROP. R/W 55m RT JOHN TH&N C/A • 'Y g ~ E o446' 080.416'1 A- \ 9)x.2089 PG.~3 ; ip Q PROP. 48rww - - 08 1 83 FENCE ~79 oo~F L PI Ste 11Oe 47 372' 1 C3 CHARLIE RE IMS ' A= 90' (RT) AND GLORIA Y. MIMS EDITH EVANS MELVIN 100.939 DB. 2862 PG. 151 D8.4613 PG. 446 R = PB.32 PG.39 IE M \ ; / 70 SE = OA8 ON' a4's~ Jti NI DB.L29 7 PB SG 219 RO = 79.000 .32 PG. 39 DS X110 kph -Y8- POT 12+04244 = -Y6- POT 13+45.941 FOR DITCH DETNLS SEE SHEET' 2-T FOR -L- PROFILE SEE SHEET 37 FOR-YS- REV PROFILE SEE SHEEP 59 PROJECT REFERENCE NO. SHEET NO. RI X-LYIO 15 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ~on ~`yQ11~ cAlpi'4~ cAlo' CA.~p1jr. \ ca U/ \ R R AN~~ ` • NM U9~. ( ~f a 0 4 \ SFK wN ~~.BB0.L €3 q s cb Q CONST.REV. LAT t:2m BASE DITCH STA I14+30 TO STA SEE DETAI~7 € p °00 9 ~Q R /W REV. RIRRE~Oad` N I W E; 1111MOMFATf & N[CII01 SDC / ~LANDOYYIF LIOT +oo S' .003 JULIUS.O. ELLIOT EO 00 L u1 - w AND WIFE, +15 lr 89 +25 -L- SUE C. ELLIDT SUE C. ELLWT 61m IT ANDREWS RO d CO. a 75m R (219.816D D8. 4251 PG. 0240 (200.131'1 (246.061') \ 55m LT \ DB 2226 P 559 PROP R/W +60 -1- 01 L- PROP,46"WW (180.446') 55m LT & C/A \ 55m IT FENCE 080.446') +BO -L- Pao.446~ ~E TDE CL V ' 55m LT l~F \ `TD RIP RAP 080.446') (O Z . CL 'B' RIP RAP CL 'B' RIP RAP F / / _ - F f PROP, -c U - - LAT 1.2mrlfASE DITCH ROD AND LUG GUARDRAIL STA 116+60 TO STArW+68 -L- LT NUSLEEVE GASKET - _ - PROP.SLOP9 t SEE DETAIL #8 STAKE LINE Ri Tg I PROP. CAT-1 GUARDRAIL 4 a F rp.W + N _S s. N W ~ m Y u ROP,CABLE GUID ER 'Le~ o b ~ 2ic ~ y r FS ~,r~ a"7-iTT y n O 2GI o o T, SO O p n. r U 75 to 400 Q O W/EELBOW R 62' 35' 02.2' E 'E Y 'w~" ~ M fQ F' C5 n N h n Lu FS 2GI . EDO 1 Sc - 2GI W/ {N - FLAT GRATE ~ C Z m - 2 PROP. SLOPE PROP. , F 1 STAKE LINE 93.889 L GUARDRAIL F i ?I.T2O R7 a S r 19626 RT F E J 5 o it PROP,R/W -ftERM DITCH Pl17P.48WW BEG EXPRESSWAY GUTTER STA 115+60 TO STA 116+20 L- 0.T -L- STA 111+20 AT & C/A FENCE T F W / s ,'63.6q +25 -L / r d SSm RT r6a:Bnr 080.445') k ~x NORMAN ANTONIO WHITTED DB. 4613 PG. 448 ANDREW s AID co. a 87 DB 2226fGG 559 \ \ 0 EDITH EVANS MELVIN v DB. 4613 PG. 446 ~y ~o -L-7,53 A 90* 06' l (RT) T-~0/ R = 700 SE = OA8 RO _ ~DW FOR D7CH DETAILS SEE SHEET 2-r FOR -L- PROFILE SEE SHEET 37 PROJECT REFERENCE NO. SHEET NO. X-" 2c 16 -L- 4T~-R RAW SHEET NO. PI St01I6+37.531 PIS St $1 .~,ySJ4~ ROADWAY DESIGN HYDRAULICS A ° ff 2~ (RTJ = 9 ' 5 ENGINEER ENGINEER 5 10 NN7wuN tOG T p - 0/ 83 LT = 52b75 s~~* cAto, ~==~POO ~S T 26.341 s~ .1-4s Pt- &I A 0 E SFRAI ua R ucrB~ggNL 1 , OS = 1I0 kph +50 -L- 00 CoNST.REY. y N 75m LT ` ~ICINEE~ ~44WCINEt' \~p, ENERGY DISSIPATOR ' B>M R 246.061' h 4 bE • +75L- CASSi Rua ) ) p Q R/W REV. ~hy7R?El~ hyNfPWE%6. DDE &W LT m L R, w. y r o RIPR1P mmc u . TQ Q xu, U umu 1uu7 (269.028') 116T+7155 -L- LT 90 60 1 7 " S OSO 165 1 1 50 760 o, 89 Z Z ~aMO~A71 MIX 7.10 5~~~a,. a.~4 BEGIN WW UT 1.2m BASE DR y . A 116+68 TO ST 117+70 -L- L~ FENCE ANDREWS ROAD CO. - E DETAIL #B ¢0 I AT BRIDGE DB 2226 PG 559 LT p jpF + 90 -L- N y 55m LT ` PROP:R/W 080.446) PROP.R/W ~m & C/A PROP.V WW +37.087 y \ F fENCE- 55m L ` 080.446') TOE PROTECTION F EN DECD. Ej 0 STA 120+34 -L- RT ~HORO / SEE S alSIP OR Y / F SHEET[ UT 0.6m BASE DITCH Y STA 120+35 TO STA 120+80 46- LT /PROP. SLOPE 4 - - SEE DETAIL #4 F STAKE LINE 020 RT 1 PROP. SLOPE STAKE LINE END WW II PROP. GUARDRAIL FENCE AT BRIDGE ( TYPE411 GRAD 350 a0r0 i o. PROP. P $ - z ~ F 0 GUARDRAIL m C 4 N tn pEall n ~ ~ / ~ ALTS 375 2GI m L1Wj ry 375 TYPE 0 -L P7717pD y co` mE+u - $ $ FAYE7TtVl(/E O~2R GTJiDERaL FS ~o W E ° LOOP y n N ~a0 14.2' E + N N° N. 61 S B$ 1?' ?7. G 900 .p 'F n 2GI W1 n ~ J, ~pEall • 1 2~ E 4 ~ - ti o ~t i' TYPNII PROP. GI VU r v - RATE FLIT GRATE + GUARDRAIL 4604 -L- FLAT lJ4 - - O h Q F Qo + E. N 14256 RT 2GI v ly m~° wr 956 RIP _ ' - -L- CS 120+37A87 Fur GRATE 2 'L EST 2tRrO 400 CSP W/ELBOW E J / ROD AND LUG CONNECTORS PROP. SLOPE E~ F U ' V F / +90 W/SLEEVE GASKET STAKE \ LL2s- y SSm Ri +37.087 -L- F 080.448') SEE SPECIAL DETAIL &RO~A 1W 55m R F F S EET 2-T PROP. 49•WW 080.445') F( } \ FENCE I ~Y CL 'I' RAP PROP. r ` BEGIN EXPRESSWAY GUTTER RIP GUARDRAIL & WW FENCE AT BRIDGE PRO . LOPE PRO /W CL'II' RIP RAP STAKE LINE 1 E+/- 2800 mTONS WETGWDS AREA ;01EL-118+7~H SLABS NLS STA 117GIN GE - RT m u g SEE DETAIL #3 ti ; a $ a le ' g BEG APPROACH SLABS END EXPRESSWAY GUTTER m s ANDREWS ROAD CO. « A F & WW FENCE AT BRIDGE 7y pF I mm Pyt DB 2226 PG 559 1 zoo. 7L . ~ I YA`RDM ~ o ~ ? -L- A ~ A BEGIN BRIDGES ' END BRIDGES i . L- 118+61 -L- 117+66 PREFORM SCOUR HOLE(PFSH) CLASS WETLANDS AREA o Wra a RP RAP' DDE FAaiIC ~t„ STATION IMI IN9 ISO INO 9+ 1 IM'I IM'1 \ - e7 J 119+10L-Rr 11 0.4 13 1 o.1s ~ 4.0 2.e za \ ° : PAVEMENT-BRIDGE RELATIONSHIP FOR -L- OVER WETLANDS FOR ARCH DETAILS SEE SHEET 2-T o - (SEE SHEET 2K FOR A LARGER DETAIL VErW) FAR -L- PAVILE SEE SHEET J8 PROJECT REFERENCE NO. SHEET NO. RI x-cbo rr R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ~~~???yyy,,,1 - ENGINEER ENGINEER .5 31 \ 5 10 ell f", A-N G~Il ~~y A C411~ O1~~A'4, ~~~11 D~kJti $ r M 0 + CONST.REV. a c10 N 'v~! hf1CINE? ~~o R M REV. ~L10 '~ipwu~dd . ~i 89 Qu € z Z I IAgROHArr k NICfIOL Zl~ Via.. W ANDREWS ROAD CO. J sDGI ( DB 2226 PG 559 • PROP. 4tr WW FENCE UT 0.6m RASE DITCH \ \ STA 120+35 TO 5TA 1$O+BD -L- LT\ PROP.R/W ti \ \ +29.217 -Ir SEE DETAIL 14 +16.087 -L- py & C/A S5m LT 55m LT (180.M6') (180.446') BERM DITCH 5TA 120+80 TO 5TA 122+20 -L- LT CHORD CHORD PROP. SLOPE STAKE LINE C - - t. C C E ! co ui n 10 -FS 2GI W W \ 1.,~ 2GI 4, \ f . i " - FS 988 a +13941-L- E C E I - 3A26 LT ~ " N n lu W Z& N N N W E W O~O O O O ~O N N uj j V) ^ Lu W O O u Q c r , 2GI FS 9 h o + F9 2GI , . ; • . , f 900 900 T 900 900 900 E 900 r r + E n 10 h rye O PROP. CABLE GUIDEDRAIL FAYETTEVILLE OUTER LOOP L N 04 E Q N N N O u \\\5 O Q n W W - E d z CAT-1 11.45 J a o E PROP. PS PROP u GUARDRAIL rltRRmRF 2GI m _ FU- ^ LL _ C END SBG -L- - - - C F STA 121+20 RT CL'B' RIP RAP PROPS E~ \ l EST 3 mTONS STAKE LINE \ i pip 4~WW TOE PROTECTION i 1 STA 121+35 TO STA 121+70 4- RT FENCE SEE DETAIL €3 CHOR i1 ii CHORD llwl/ PROP.R/W I & C/A I I +16.087 -I- +2 .217 557 RT 55m RT (180.446'( (180.446') ~i I. ANDREWS ROAD CO. DB 2226 PG 559 -L- PSIS Styf!3' 428 Pals Stg 90 44A' Ls 7 LS ST Lff4! 57 = 421.0 01 FOR DITCH DETAUS SEE SHEET 2-T FOR -L- PADFILE SEE SHEET J9 m , •.t PROJECT REFERENCE NO. SHEET NO. RI x ox 18 + R /W SHEET NO. ROADWAY DESIGN HYDRAULICS I ENGINEER ENGINEER 5, Q 1,0 aa' All naµMr Sr m Q ,rd`~ld GfpY~ ulolbb+y+i 00 4~ Y R l? SERa x U.1 • Q CONST.REW. Z < u F4CINEE4 a :4 Fyp t~ ~e not 0, 84 [is Z R/W REV. ~ ~lRE\O D~ ~~.yNlPl\vgt a h BERM DITCH j'!1 ( l1 ^tr 11MOPPA1f N[CENN soG w==~-~' STA 124+03 TO STA 124+33 -L- LT p C y 1: 1 ! ANDREWS ROAD CO. DB 2226 PG 559 N I 55m LT ' DR GAADE 980.446') PROP.46 WW 144+1 TO STA 124+60 -L- LT PROP•R/W FENCE EQ PET, 5 & C/A CHORD ! i !~3 c ! CD PROP. SLOPE 0 r STAKE LINE ~r +41,535 - - w' C Z , 16.497 LT y@ i0 H n -L N J C _ D 0` /t en Z ro E~ Boo W 0 W 800 CSP d +42457 -L- 2GI m E H WWELBOW 2GI 14.638 LT SPECIAL DITCH GRADE IN STA 124+18 TO STA 124+40 -L- MED W n W SEE PROFILE FOR GRADE / N 8551'20.5"E h O ~C 35'4 t2J'B O tq o a 0 F pp + 9oD 1 ^ ^ 90 2GI 2GI FS 450 H Q M ~ q F- O / t . , „ . PROP•CABLE GU/DERAJL : fAYETTEV o N ILLS OUTER LOOP h O H v, W W 7 - F c ,o od C ° d y MLL J _ r YI V - 400 OW u 400 CW 2GI y~ 2 N GI m C / ' • BDO SPECIAL DITCH GRADE t t t~ \ STA 124+18 TO STA 124+80 -L RT SEE DETAIL /5 C f\'_ PROP. SLOPE STAKE UNE CHORD BERM DITCH - STA 124+18 TO STA 126+00 4- RT PROP. f +92.217 -L- FENCE48 WW 5PROP.R/W FENC 080.446') C/A 89 ANDREWS ROAD CO. ' OB 2226 PG 559 -L- P/s' St ++712/9 P1 Sto 125+68=836 _ 40' 44A' A= 18 9' 37.3' (LT! Ls = 6000 C = 3 10 ST = ff R = n 000 SE = 0.055 RO = 630(10 FOR DITCH DETARS SEE SHEET 2-T DS = I10 kph . FOR -L- PAOFHE SEE SHEET J9 PROJECT REFERENCE N0. SHEET N0. TRI X-" 19 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 0 "CAIpL C"0 17 N44. ct) ~ 1. -Arm x 0 0 334 w t rt' ~ is 869 Z- ZS 9 0 - t g1'Il 9GOmm BST ) I U F'1CINE(4_ '44yE4CNEE~ 4'r 4 R /W REV. A9 h ! E l r% L1 4 z ~WmM~ NWE ! ! aD c co I N 9u0mm BST N I 71 1 03 O In x X,. IMhfO~dTT & NICHa, o-~~.. \ a CUMBERLAND COUNTY BOARD OF EDUCATION I 1 ~ sock- ~ ` - x 4 BB 2218 PG 581-x n I DB 2233 PG 241 ~j. Ix J 1 x~i 1 I LC ` F GATE *GUY r \^k^.«..k ecc mm CHL I x I 3n / x--x-.--x T-x iaoo CHr wi r x / x s J. PROP.R/W & CIA I 14 C PROP. 48'WIN FENCE +21.403 4- . -"'ter I 1 - \ ti I I PROP.SIAPE u E m - +05.328 4- I I STAKE LINE +34.287 -1- ro m PL a - r h z OJ d ~ +42.328 -I,- ~ n ~ I l . W + E +98" -L- PL a - - - ' it Z o 9,367 LT + - - + I { O F 2GI L N 2GI -F__ f - - - - N „ N 1 Lu FS rV m E C N I Lu tp N H u q L W W n LIJ ~ V7 _ N N 9 E& SO ro 14 C4 04 115 r I o ti f 450 - E 10 n 450 FS 600 -L- 600 600 600 2GI FS 750 N P8' 16' 09.1' E 750 04 mwm + E n Q y 2GI FAYETTEVILLE OUTER LOOP PROP.CABLE GUIDERWL I~ N 76'0229eE N W - O O O O O O~ N N~ Q h W U ~t 2GI Z % 2GI FS Y! 1 > GRAU 350 J n ~1 I m II5 i F C PROP. E GUARDRAIL ~ loll ~ F -'tl ! BEGIN EXPRESSWAY GUTTER C }Y PROP.SIAPE -L- A I + ffl H, T T STAKE LINE r CHORD. -A /lc PROP.R/W & CIA a4, 4 (jjI ( fREOCWW +42.328 -L- _ 55m RTa ^ C11 +05.328 55m RT « 080.4461 89 ANDREWS ROAD CO.. DB 2226 PG 559 12gg -L- 0 StIB'3g31~3 LT) es ~744A' ,i0 T - R5JIf p Ls _ 6-' p E 2 S=Io R5IO ST=21 OS = 1/0 kph FAR -L- PROFILE SEE SHEET 40 PROJECT REFERENCE NO. SHEET NO. TRI X-"2C 20 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 5 10"OCAt rs-s L 3 Cb~ SETA u.i AN x x CONST.REY. F t~ i ' f F t4 HELD IRACX Qo°1 Q~ Q 1 I IGINf 'L~yF hCINE, fi ' 9O Z x R/W REY. t.RE~N 4~NtYWE 3 x r CUMB LAND COUNTY BOARD OF EDUC TIDN x hIMMORATUffl~ W / DB 2218 PC 581 l SDG - 6LF4CHERS x DB 2233 PC 241 x x I " WILT wnr x - x--x --x- x - CL'I' RIP R4e-f' 80o CHL - } 1 i EST TONS PL SM mm FILTER FABRIC +54. 6 r .tom*:. +*,.r'. 1.,'_r'h..r''w-ye+.v+?.-'?`~_,rs`f'+-r?..,!?u• 900 CSP W/ELBOWS i ' ROD AND LUG CONNECTORS PROP.48'WW W/SLEEVE GASKET r fi x / µ ` 50 FENCE 1 Dry . , ~,r , ^ r 6 PROP.R/W// ! & C/A +16. 1 1 - !I C BEGIN EXPRESSWAY GUTTER 1350 HW F O I 9 - - - - -L- STA 129+80 LT Y END SBG -L_ ~i E C! PROP. 1 \ STA 130+40 LT a; i i \ f ' 74.5m m ro m GUARDRAIL r WMH F ro z _ \ w I PROP. SLOPE JCD r \ C, ZZ I E, STAKE LINE f n 1GI 0 ry 1 z w -L- tu p W N ` + G GRATE GRAU 350 009B1LT I I , Mj + W_ LL y (fig nm I I~: ~.f 4G E w W_ a E W 1"a H N O W W h N N O O O 41111111111111 Y 900 N i O !n n RW/R O ° e O 2GI FS i' AD i' -L- .3' E S 600 + E sr 8 03' 11.3 \ N 76' 05' 00 N 76',05' 52.8E r 11 1 E " P PROP.CABLE GUADERAIL FAYETTEV/LLE OUTER LOOP - N n Q N y / N 37 40 N Q ci Z E le J FLAT GRATE ! F I G-RATE CAT -1 i S = R U +45271-L- o f- 257 LT I Y Y f C 1 m Z co F I PROP. k' - _ _ u! GUARDRAIL C END EXPRESSWAY GUTTER PROP. SLOPE -L- STA 130+40 RT I STAKE LINE RAP I i; R CHORD \ J R ` 85 ` E 5m ~ PROP. PEDESTRIAN + 85 RT 980 ILT') CULVERT PROP.R/W PROP. 48'WW 55m .446 580.446) I & CIA FENCE +11.516 1- 55m RT +00 -L- TOE PROTECTION +85 -L- ! 60m RT STA 130+10 TO STA 130+30 TI 580.446'1 60m RT I 596.850'1 SEE DETAIL #3 + 1 I } 1196.850'1 s m ~ f pA TAIL DITCH r E_ ` 89 ' EST DDE +/-3'm SEE DETAIL #9 ANDREWS ROAD CO. I DB 2226 PC 559 \ \ t4 1 \ P&ls St4.l i3 T = 6e7 S7 =20333FAR DITCH QETAILS SEE SHEET 2-T FOR -L- PROFILE SEE SHEET 40 m PROJECT REFERENCE NO. SHEET NO. RI X R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 5, Q 1,0 ~mmuu ~F`611 G01-8AR18'Mq BL Y; NS co at -SEAL CONSTIEV. ` 910 QU ~4 71`"0 d D R /W REV. 1 N ,u m` 4'hn~gNO~ N ' 'NCDOT' G 2 r~ u 9 FORMERLY N 90 ~ r rDORIS ELIZABETH H. NOLBERT, at ul, UMMORArr h NICHOL o- ` (KATHLEEN H. BELL) J sue CUMBERLAND COUNTY BOARD OF EDUCATION DEED BY WILL DB 2218 PG 581 U T DB 2233 PC 241 w 1Q +92.680 -L- 1 7~ ,t I j PG I I.323 4- j / +83.526 -1PROP R/W +89.392 -L- PROP.R/IY 180.446') ( PL PL & C/A M CHORD ~M. PROP. 4T WW \ \ \4h FENCE f . C \\~~89- _ - / \\bTIDREWS ROAD CO. /F 2226 PC 559 % F h\ \ PROP. SLOPES % C C \ STAKE LINE +11,810 -L- C \ { 2GI FS 2701 LT o m 2 FS N E C4 m N \ +98168 -L- 0279 LT / y CAT E R R o \ v _ n`~~ m 7 N O ~p 1 E ui 4m- Lu LLJ A- ~ ~ \ _ 600 2GI FS 60 / =2G Fs 750 / E LL `0 600 600 600 t r PROP. CABLE GUIDERNL N 7B' 5Y 51.1' E N 17 a E Q c n F 111111111110 ° N N LLJ W Z 2GI m5 2GI GRAM 350 J C w W B = \ PROP. SLOPE U \ STAKE LINE ^ 2,' C - - F~ u o u~ ecM PROP. \ n - a = 'i-- GUARDRAIL F 2 C 6 4P CHORD o CHORD R PROP, 4B WW W PROP.R/VI + 2 L- f & C/A +17.323 RT 55m RT or 55m RT 080.446 C AyF f\ F80.416') 1 'NCDOT' f 89 ( \ DORIS E IZABFI.TH H H OLBLUT, et al (KATHEEN O \ DEED BY WILL ANDREWS ROAD CO., \ DB 2226 PC 559 91 \ CEDAR FALLS BAPTIST CHURCH \ -L- DB 2336 PG ao \ Pls St, 12+6~~g3 PI Sta 134+00,4r PIS SfQ_1,3 +,3j 57 8s= ~ppOpOOA' A_ Y~56J'f T1 05 6vlp3ppOwO~r Ls - LT =40667 T = 116,942 LT = ST = 20333 R = 3,495.000 ST = SE = OD225p DS = /0 kph FOR -L- PROFILE SEE SHEET ~l PROJECT REFERENCE NO. SHEET NO. ENERGYDISSIPATOR -YIZ- RAMP B TRI X R 1W SHEET NO. PZ CLASSI FILTER PIS Sto Lp we LA T D RIP RAP DDE FABRIC = COIQf~O 7p Q 4 ROADWAY ENGINEER HYDRAULICS STATION (FR) (FR) (M) (M) (M) (M) (M) (M) LS ° 9U S`dZ `py 5 10 puulbN nnum 136+60-L-LT 7.5 5.D 1.5 O.fiO 0.90 130 105 25 LT - ~I g`'tiW OA1p~i, Ott -a CAJ0/4~, 136+g0-L-RT 9.5 N. 3.5 0.75 1.10 235 200 85 ST ' 2O.OOI g4p4~ SERA war --S m R } I \ \ JAMES L. JONES I I I CONST.REY. +30 -L- 1 I +70 L- \DB 3764 PG 614 / 5 f4CINErs ,a yyy\`.;It~ 90m LT al t4"R /W REV. I L I WE 91O 90m LT ~ ~ \ WI 93 hula co ulnN`P 4p .fl " 74r.gop „ 'NCDOT' (295.276'1 m (295.276') DORIS ELIZABETH H. WOLBERT, et (31 it \ EMw (KATHLEEN H.BELL ESTATFaEDWIN G.OSTENDORFI FORMERLY e\ DEED BY WILL DB 3968 PG 325 6 ~DORIS ELIZABETH H wOLBERT, et OI I \ 93 SOG`ss (KATHLEEN H. BELL) ENERGY DISSIPATOR \ I DEED BY WILL I \ SEE sP2CT L DEraL \ y~ I I I I u IEAR DITCH LAT 0.6m BASE DITCH b\ co +78.323 -L- PROP.R/W 05 ST E 4 m SEE DETAIL #6 ~A 138+20 {r ~T I 1 I ' 00 sa 1 \ 080.446') & C/A I S .DETAIL 19 T \ f N CE +20 L- 3968 PG OF* MARVIN N. HADDOCK 55m0 LT \ Oeo•4+e9 DITCH DB 3066 PG 529 080.448') 138+ 0 1 STA 0 -44 IT Q V 3 ZZ CHORD w \ Jlc >\f I m A&/ 0 co CLASS 'r / \ Fw I I /BEGIN EXPWYG -L- PROP,SLOPE ~ RIP RAP ' 1 ! STA 135+80 LT I STAKE LINE _ / C N / +14,694 -L- / UNIFORM I PROP. 3J92 RT W +02,641 - m C, Z F / TAPER 0255 LT + GUARDRAIL 1 / N I l I a J~ m l I END EXPWYG -L- / \fj V N N + 2494 ° 1 ro W 2GI W/ +41935 -L- STA 138+~ LT , \ ~ E 6.378 RT IyP1 O N d N p i FIAT GRATE v w T Tf , H b 10 45 W m 4111111111111 A- - \ W " b s H N N + W 4 Lu M M y W + 1 C 04 s ;r Az 7501 750I 759 2GI Fs N 80 52 276' E GI E LU- dta F ETT ILLS OUTS P N 83•I'55.5- E PROP.CABLE GUfOERAIL / p 00' 39.6` E E W to O n 1, E " M Z A• / / N END EXPWYG -L- mm* J W ,,0 4tB "1 in STA 138+60 RT I Z N E N Ini C) u u > SN1lJR BERG[ GU1~E,q ~ c J \ FIAT GRATE W = N PROP. GI W E 1L 9 10 / F LAT GRATE O FLAT ry 2 h 2 n GUARDRAIL !A s~o, p FLAT GRATE LASS J O i. \ W/M D 1000 CSP W/ELBOWS + -Y - F R s u ! / I EDWIN G OSIfHDOA~ Z IN d m ~ ~ y ~0 / WROD AND LUG /SLEEVE GA510:T5 CONNECTORS RW ' 'o --0"89 PG 636 F J i. " C o p BEGIN EXPWYG -L- I - +27 -L- I Z i h F \ \ STA 135+60 RT m v J < +48 4- J O p PROP. SLOPE 55m RT - ' o \ PIA 1 I$ LL j, STAKE LINE 0:4461- /1 I xo 55m KT H Q I W I AT OUTLET 1500 P o / 13 (180.4461 H N p In / / I Q I1 \ 14 tt~a A`Lb `NT Ix °m CHORD 1 i /0 4p / l +00 `ROP.GRAVEL DRN W W +e Y z I 80 52270 E -irp } W +78.323 4,- E E E N 55m RT (180.446') PROP. 4B-H'W r 4 o I CL T ` FENCE I \ RIP RAP Q3 +48 -1. + II ENERGY DISSIPATOR i SEE SPECIAL DETAIL 1 R 4m RT N ~m SHEET 2-T 03.123') F -L- 80m RT W p[ Al- ` r 95 (262.467') Z + Y ` TAIL DITCH +20 -Y9- 91 O O 2 EST DDE +/-20 m 449 21m RT O JAMES B. OSTENDORF 1 -J P~P.R/W (68., 98') N SEE DETAIL 119 \ (68.8987 'NCDOT' D8 3089 PG 635 /i V I C/A FORMERLY 0 C ~C (DORIS ELIZABETH H. WOLSER et 0 , oFp Z ~ (KATHLEEN H..BELL ES E) / ` "T -L- N PIS St~l ~+3757 -Y9- STA H+90.00 FOR DITCH DETAILS SEE SHEET 2-T 0000 I FOR -L- PROFILE SEE SHEET N LT ° 61QOQ J BEGIN CONSTRUCTION FOR --9- PROFILE SEE SHEET 59 LT = ~~2U0M67 I I FOR -1Z- RAYP B PROFILE SEE SHEET 51 FOR -Y12- RAMP C PROFILE SEE SHEET 52 PROJECT REFERENCE NO. SHEET NO. P1 Sto 12+80J54 P1 Sto 14+34.395 Pls Sto 0.~p p / P1 Ste 0+76.454 Pls Sto 1+1+ p7 TRI X C 23 0= 2.15' 00.0' (RT) 0= 35' 41' 038' (RT) Qs = (7 S6A' A= 1'04' 385' (LT) &s IT 564' R /W SHEEr No. 474 Ls - ROADWAY DESIGN HYDRAULICS C = 131248 L = 143648 LS = 60000 L = .32- T = 66.633 T = 74253 LT - 40,001 T = I6. 9J9 LLT = W/ ENGINEER ENGINEER SE - 3OOP~ SEE= 230o0,0pDgW ST = 20.001 R = 1,750.000 ST = 20.001 5 io •~,m"Ifft" . ,II~w,,,4 RO = 35,000 RO = 60D3W ~ M Q F~4~d JoI ~4+~ D = 35DW 00 kph OS = 60 kph OS = lb kph Ex. wN 4- °o $ SIR Y' ^sEU 298 m LT } ~ 9 ty w \ EDWIN G. OSTENDORF / S y f 6.727'1 OB 1114 coNSr.REY. % 93 ~0~ " wj\ REMOVE PG 598 / DO ROBERT 3440/~ OST C / Q V R y. FICINEE~ a %yy `YSiNtE~ ~~s• O O . y n O CH W /V/ REV. y7 l RE~~, '4yN4Y W. E \ ~ N oo \ f /y IRIIIIIW, 8+ 1 30 -L- LT EDWIN G. OSTENDORF I/IIg.. W Da 3966 PG 325 . J / b, EMr~'/~ KV k :8 j s pip _ + / f PROP.R/W .a m 9 % 'so\ . GA g4NE / / & CIA ROY J. HA A 1 CL DR 30 5 E%.PW -Y12-RAMP 8 100 MARV4 N. HADDOCK / ~a } 35m LT it DO 3ff6 PG 529 ~ 0 3 / f PROP.46'ww / l+ 014,829') EDWIN G.OSTENDOR Q: Qc / + m PROP. R ,e fiA9 \ eoo w, FENCE ~ OB 4186 PG 171 O R & CIA I q h;. / 4~ 4'. / / O d E. /EP/+ C M CLASS N RCP W 1 GUARDRAIL m W Z N +79.305 -l- ` / y \ \ \ r f Z Y 55m + --6 57 d1e7 N \ \ ' 6 11 PROP.SLOPE J STAKE LINE = N 2GI \ M / o V rr fff g ~ % ~ \y° p rf W/EL tW +69D4& -L- t FS I @ ~ . n 97 FS V \ $ 4 0241 LT / e " ~i " l sFO DWIN G. DOF \~I~°++ \ o* ° r g E n /mar o _ _ N i ,RAMP B o oz ap L6 0 Go EA MN y o~ u v~ ed \ o° 2 4}~ vN 1- N E 6 N 2GI F 600 N 6 01 37' 45~ 6 D 6~ 2GI FS 600 0 N = n W N \ PROP.C !DE L FAYETTEVILLE R LOOP. N 80'52'27 E W W mm* Lm N BEG EXPNYG --L 'I'v4Z IV - J E Z E P $ M EX L ' U \ / w IN EXPN'YG -L- 5TA 50 I 139+60 R7 4 ! R \ 2GI GRA 350 5 E €J. . -i h o 10 7 I & b \ * U 7~mn FS 1\ A 2GI W/ _ { FLAT GRATE PROP. RAMP C N 83.07' 27 6' E O O U F C1,~AIL / C 2GI v GRATE 0. C En o FlA 2 Q f S~~ \ 106 F\ \ FIAT ` A E P P.SLOPE\ L E SPECIAL DII f1-GRADE o s M n W N STA 12+00 TO STA 13+00 Y9- LT 'T En EDWIN G. 0SENDORF END EXPWYG L ' ST LINE F_ ro Q rL - ~C SEE DETAIL #5 PROP.SLOPE; F m x I N - _ _ { STAKE LINE CL 'B' RIP 1 \ DB 396,y PG 326 STA 140+40 RT C f- -L k - EX. Lb / S - T +/-3 mTONS\ i \jost RIP RAP 400 CSP W/ELBOWS / SSm RT `Tf W EDWIN G.-OSTENDORF C ROD AND LUG CONN6CTORSC 080.446') c ` Z O U ~a DB 3089 PG 63,6' 'SLEEVE GASKETS ~0 RIP RAP ~S'" .J C4 N A o `'P T Oy.K F VIOLA MER U ~j u FEN S EST DDDETALT#m v _ t \ \ \ 379 2 I.. ~ 1 EDWIN G.OSTENDORF \ \ E / s g s DO 3968 PG 326 PROP. SLOPE \ \ ,1 STAKE UNE \ \ 0 a xb0 C-4 L 0 C {d i F P twi C sd N 4,P \ Gay N 711 W PROP. SLOPE r' l ~y / i O \ \ \ \ , '6~ J \ . Z STAKE UNE CL 0 ~`(p J SPE&L LAT 'V' DITCH RIP RAP 0 = fT 13+00 TO STA ~~33+43 -Y9- LT U I / { SEE DETAIL #16 104 ^Y PL -L- HAGGARD P R A ? / / / N1. 80m RT DB- 2 T PC 104 95 I / % ,i`ce' L 16 T06~ (262.467') \ \ bo O JAMES B. OSTENDORF / 101 10 / 103 s, m 105 C ^a7 3089 PC 635 / 6, CHRISTINE a N CLAYTON L.FARMER DEWAYNE L. FARMER MARIE S.Fq~yER I I . DB 3763 PG ITT ESTELLE y / / DB 846 PG 440 / DB 3099 PG TT" / DO 3654 PQ 329µ/ h/I{y1 / t'- v FOR D1TCN DUALS SEE SHEET Y-T FOR ,L- PROFILE SEE SHEET 42 FOR -Y9- PROFILE SEE SHEET S9 6 60 FOR -Y12- RAMP 8 PROFILE SEE SHEET 51 FOR -Y12- RAMP C PROFILE SEE SHEET 52 m PROJECT REFERENCE NO. SHEET NO. X-" 2c 25 Y12- RAMP A R /W SHEET No. PIS St + PI St0 0+51579 ROADWAY DESIGN HYDRAUUCS Pls StX1+ 4T~9 es = 2 4J' 56b' Bs = I- 6913.7' A= 2' 49' 52.3' (LT) ENGINEER ENGINEER oi u~L,~, Ls =60000 Ls = 90,000 L = 115134 0 5, Q i n LT = 40JO4 LT = ~ppp1 T = 57579 do p ; ss ST = 20-095 ST = 30001 R = 30-000 9 \ `l U CONST.REY. , HCINE 0 Yl2 RAMP A TS 2+81.450 = w w u r, 22 R/w REV. -Yl - AM AJPOT 2+81. 450 (330 RICHARD W. SWANN JR. 09 3352 PC 620 SDGAft gym. O I- Ile ~CPF BROADWELL WEBER INVESTMENT \ µ l I V/ D~A. CULSRETH 4 ` \Y PFy/ DB 3443 PG 5T6 \SUF 1 I / 95 PG 198 cl) H ~~.,r,:-~,-'iT.n.:'"Y~,, ~•-~'T-fr-~---~--CrG---b-b--6-..-.~T.+~v---6---6-----G 6- .{r-~.{~ C}~ UJ 4 n n a \ -4 3-- --9 \ tiA % 2 \ -Y12- RAMP A PC O+OODOO = = I U w, r r y w k; ti -L- POC 150+60-000 (14.200 LT) e \ U N -Y12- RAMP A ST 2+05J34 - STA 149+10,035 END TIP END EXPWYG -L- END CONSTRU ION 4 w r` 1 I I 5TA 146+80 LT o \ 6 g - RAMP A CS 1+15134 Y12 PROP. --A Al - E GUARDRAIL oQ + ~NSEWNl w°-- z vj," '375 Lo T TE - _ rL E + N n ADJUST GRATE N N ^ 1M ` 2 I - L I' N. D O O B I ~ I ,7 H h rv- o .a. l ' V --L 4EM _ -L F. 375, N..,. . - ry Q 52 27 E 375 _L 2Gi PROP. CABLE !DERAIL / J3LE T, C LE GUI V1 - - t Z EVILLE OUTER LOOP FS RETAIN 2GI FS ? , - % - - - - - _ _ - _ _ _ ' zcT ` Q L W su . FAYETT L yz - - - N~- _ Y! _ _ N n = N o V, FlA GRATE ~ O - El RETAo 3 CAT- - - _i 2GIW _ Q W FIAT G TE _ _ ^ - - - _ PROP. Rat -L- TS 148+49-0 - zc, / _r->--r-r-r-r-r--r- GUARD 41 --t--r---r' TTii cn D $ 7502 40G -Y12- RAMP D SC 0+60 Q ° -YI2- -Y12- RAMP D ST 1+34213 ~-1 In ITT / j I 7- C,14 m^~ Il -YI2- RAMP D cs 0+74z3 I~ T- >1 SC 149+10,035 ; 4\ END EXPWYG -L- 1 4 m / ~~n STA 149+00 RT 2 i Q) E / ~1~ I \ ~-Y1-RAMP D ST O+OOOOU Y12- RAMP D P/s Sto 0+ 41 PI Sto 0*67J07 PIS St 0 _ Q3S6'OOJ' 6s = ~q 1 0= 1'5P485'(LT) 96 -L- \ co _ X56' 00,4' T =100 7 T = Al Pls Sto ! ± 02 PI Sto 153±82.341 LT = Z3J89 R = 431000 ST = e SS77 Bs _ 0 45 00 0 _ 55 04.4 (RT) Ls 61DW ~7 ,3 I 06 ST = 20.334 R = 2„330,000 ~r - s " M u SE = 0925 / 1 t '1 k l\_ , ti„ M z,W RO = 61000 DS = 110 kph FAR -L- PROFILE S££ SN£ET 4.3 PROJECT REFERENCE NO. SHEET NO. TRI x-ooo 26 R /W SHEET NO. J w~ ROADWAY ~4 \ \ \ J ~t ti ENGINEER DESIGN ENGINEER / EI RIC W! \ , j \ 5 10 Npm,np Amm„p D 5429 15 1 1 B I1Q~A L0 N CONST.REV. t 1 r ~ji / J " 1 \ Q I f1CImt. LLB ,4tINEE4 ~I j y \1 \ \ ` • Nq~ f a / /Mrsszs \ R1W REV. ~°4i t AEV~ , 4yMyW1 WES J / / s r J ^ \ \ ~V' h I a +~~cy N\ J, hd"MOFFA17 k Nica sDG yy ~p ~(~4 ( .7 n~ tJl \ '1185 ~ \ \ O A / SOUTH RI ELECTRIC MBMdERSHIP C,Q(iPORATI v v v j2 V A ~1 II °Z.t • _ K DB 864 PG 476 G~jiV\7 ~ ti V \ / \ \ (D THE UNITED STATES OF AMERICA I I f vD - \ \ c.'~ FORT BRAGG MILITARY RESERVATION 1 / ' gay a y M s9 / m P° X u/ \ Cd0 w SOUTH RIVER ELECTRIC MEMBER,~IP CORPORATION + fpw~ do b, ^v"~;;+' \ ti ofOW~ DB 3745 PG 592 0 ~9~' 47 _ _ - \ \ -Yl- PT 1 1 0 o m < j . , .~t, ~ 11 u~°l • + / ~ W.G. COLEMAN i r END 600/a(ALLEY DUIIiR -YQ DB. 3348, PG. 261 v v v f' 'iii` / SAVAGE & WAfiDELL STA 13;QI 3 RI/L7 O G e / D8. 2030, PG. 32 I \ \ r / VESTMENT , LLC~K l v i DB. 2167, PG. 627 M y v Z J I- 7K V d v v v rY M1, / 46 Szc b9e N ism LT f~ \ \ m n` (49.213') • +85 -Y1 ~~d6 l ~v v v SAVAGE & NAODELL S R/W • 24m IT } fr) \ w / # INVESTMENTS, LLC r f ray t \ s / ti • (78.740') 00 Z- \ \ w.. +01.073 -n- PROP.SLOPE o° "y • d6~ \ 7 . ' STAKE UNEE oy+ CL '8' (49 13) \ PROP. a t~ v 1~ \ WARDRW 0 RIP RAP LAT'V ITCH Oe oy ODf~b V w + STA 14 11 TO STA ~ 60 Yl- IT r 4 v 3 M. sAS>or / m V } SEED AIL #1 I s ~Liy 0 ~ \ T `~26.223 Y1- / s a1 1 N ~A 27m IT Cw o h y, sF\ (88.582') RONALD K. COLEMAN ess,~ \ a / 6(bllgr V~ O x is sy \ F HW DB 45660G1258 O +45.256 -YI D8 L T5 O v F o O CAT I \ 21.618 m i+ mT 1326') w , C +5 97 -Y1- STA 1 +60 T ZTAH\+ 0 -Y1- IT C F % r y a \G~\ 0 \ 17. m I 10.0152 m IT c 35 SEE AIL X16 ~ ~ o"; \ ~ ~1 (93.301') o~ 2 ti o, 4 6 IO. 0/ f+V +01.073 YI- \ o ILL d" I 17m PT I + 068 8 IT - ~ e (55.774') (4615 (3 5 a o 06. OB' 8') W W F' C25 C9 Z 2 +40 -Y1- y .e 0 -YI- U 6 U - 70 X z CL '8' RIP RAP - 17m RT CAT 1 e 15 m -n- I r o- 0 S 4G EST +h1 mTONS 55.7741) PROP, - 3. L m IT o- ? LD \ (47.215') N e 4y ' - d { WARDRAIL \ - c \ ? 15 A9 PECIAL DITCH GRADE r0 SAVAGE & !DELL w w w INVESTMEN S, LLC F \ \ / STA 15+00 To o e~ SPECIAL DITCH GRADE STA 15+20 YI- lT0 v De 5917 R25 STA 12+20 TO STA 12+80 -Y1- 0.T \ ~ d ~ ` SEE DETAIL #13 1 I 4) SEE DETAIL #13 75 -YI- \ \ + • 27m RT +20 - - (88.582') +00 -Yl- \ (332 2 ( 114 SPECIAL LAT v DITCH O87 27m R') +28.223 -YI- PROP.R/W N S STA 12+80 TO STA L LAT -DI U 13 + 43 YI- EE DETAIL #16 (86.582') tim RT y° 7 / (49.213') 0 a 48 RIP CLLI' } c -Yl- A 15+20D0 END NSTRUCTION RONALD COLEMAN,ET AL S / r 'Z 49 TAKE LOE w ti DB. 6271, PG. T04 + w m W.C. COLEMAN +92.916 RT DB. 3348, PG. 261 (49.213') ` DB, 2030, PG. 32 Y1 DB. 2167, PG. 627 1r +20 -Y1- LAT 'DITCH a Pl Sto 14+61 35 P1 Sto 12+45 496 y lOm 0.T !y \ STA 13+40 TO STA 13+13 Y1 XT D= 2P 28' V(RT) A= 7527'312'(RT) SEEDETAIL#27 (32,8087 L = 64.752 L = 138,691 T = 33DI1 T = 8W! _ r SE =1046 SE =10D6 -Yl- POT 15+42446 RO = 36DW RO = 36.000 FOR DITCH LIETNLS SEE SHEET 2-T 9 DS = 60 kph DS = 50 kph FOR -Y1- PRDFITE SEE SHEET 57 I PROJECT REFERENCE NO. SHEET NO. X-000 97 TRI NAD 83 R nv SHEET NO. -r- -3'u- NC GR~p ROADWAY DESIGN NG VEER P! Sta 9+24,gg2 PI Sto Il+13.563 - PI Sta ENGINEER E $_+09,408 A= 27.57 ELT! =(10D64fi1LT1 O _25 12'lLr! 5 q llo cil$~v ,.r ',~u'°~w.~. LL I&~! r' y~ k~'• T - 13,78~7 - 85A36 T - 12.585 R = I,OOOA00 R = 6,985,515 R = 1=400 CONST.REV. 15869 9334 f4CINEt~ % y'~'1CINEt~ ~~r R/W REV. 41, R REK 44mHPY WF~~~ 29.135 h4r411M ~Wss S13'41'56'E -r- POT 9+75A00 kMMORA17 h NICIOL BEGIN CONSTRUCTION SDQ t. YII- + 3s 9 4m _ END CONSTRUCTION Ib.W') 118 m * 29.935 30.480 30. ON O JUDITH DYER MERCER S 12'04'32'E 512'04'34•E S 12.04 Q DB.3562 PG.539 TY } PB.15 PG. 08 C 121 HARRIET qG I I I +20 -m- +20 -nl- t7 EX. PAN IX. WAN RT I~ ZU V) 20 )B 6sB PG I rnl -Y//- P +21B396 t~ 3 I I I I 119 I EDGARDO F. JOSE ~i 29 ~ I I ~ - I i In I I rc ~ DB.4080 PC. 0855 po S13•A•56• MABEL LOUISE _ N lY r? N I 3' r x Q w I 5pq h ( 33 I a x I x _ 1 COOPER WILLIAMS o Iz I w I) I DPk2756 PG. 117. W p CJ! I x Pkg. 2(DP 49 +56 1 Y~tE4" E PROP.R/W co I a~, 117 I x / l I X % Ez ww -Y- 25m LT L & C/A N CHEK 82.021 18 J sort 1 W. C. COLEMAN 3 I ad 8+00 I PROP R 0 I II_ DB 4253 PG 130 ix C KIN ~y T Sne~sl & C/A W a I a PB 15 PG 8 - +90 -Y- etx Z ASAND. , ! I esr PROP. SLOPE I I m 182821) 4 ~SNO~ W 0 l ; X I STAKE LINE (55.774 11 AET41NG I " I I - x x o m W 13' W Z 858 PG 27 + 70 -Y- 3 vac I cat I N 17m LT •I I X I- ~ina l X 4 ROP.SlAP 96 PG 53 - ' ) I I x x tq x C I AKE UNf i t I'1 g-~I 1 (55.774 x TR Ti A SOC,t.RH NO ASSO d( F N a\ +70 Y- E E E- 7-mb C PmntH 6 EX. KIN lT v --x- ICTwC 3'7 f T W C x 450 x rn+1"vi" x `tr^urh.r'?i -"i r'hs^-...r(hs~Y-h->^~-r'- TNOOT EX61NG P t1iS WFI.... E t, / X_ I,-Sm HLN Lom - _ . / t I ti,r4,rh?-v~-4i+-; `:~^::^v "4;+"':ir4:r`vrL:r`.?'i:rti::R,?-~v`^vrt~..-wf > 5 .LO_- - x t~ - 7ur h rcae' Hca- eam esr- r a3' -Y- aerHUe eAm asr To r v r EwuC S 14-19, :4~c + Y R 4 - N 4 r S 12'55' 49.4 E E ag /0 0 I ~rv 450 ~F 71 ~e,---a C5m CHLK 50 Y a N X1-^. x: 1 3 1 D +70 -Y- W C C x C W JO ANN CAPPS EDWARD SMITH R E w I E---t3-E " c~ 0 ~ C 4 4 G Z -Y14- POT 10+00J35 = IDB 4204 PG 781 DB 3072 PG 825 1 I +70 -Y- ~J OX E E E I N t I I i PROP SLOPE _ -Y-REV POS l1+63b32 = IIPB17PG51 PB17PG51 191 15m RT IX W -Y- I . " I STAK UNEV I I c x 0 1 1 (49.213) I g 15m 0.T I IX, KIN -Y- +44 -YalEY I 11 R o 61 1 (49.213) I 15m RT 19M CH I 1 mriU G 56KO 4l I - - 2~ C I (49.2131 saKO (62,336') 0 21m 0.T I III PROP. RIW -1 L w ~ ANNIE LOU BROCK I PROP.SIAPE (68.8977 Cl I I i - o r ror DB 4204 PG 795 II I IC PROP. 41fWW KIN Y / PB 17 PG 51 I I o STAKE LINE I I I Irr FENCE J. l - - - - $ I = -Y!l- POT 7+623 E& REV +40 - f~' 30 0.T -Y- POC 11+09J86 24 8S 774.) (49.213') W I N~ ~L;, L 1 I F~ a h l CAROLINA TELEPHONE r ANNIE R. HASSAN 25 L s i = r. J AN_0 TE_LE_GR_AP_H CO, w DB. 5532 PG. 892 Q - - DB. 4242 PG. 451- I AN J. S PB.18 PG. 40 AND WI , I 6 I Tbgry~pagno4 n 3' s 3 I +60 -774 I B. 81REI814 S P 6 x I Q I O . ~ i E) C ,r~ IX. INN RT I ~ • II29.911 I 5042 f f I ~ 512'14'19'E 'r~,rk,ny~~~ - SI 70.524-- 60 -Y14- -Y- RE F1 I 'C- PIS _Sta llo+,81 JS;4 J~t f ' I I X X 4 I L T x L = ~3 = I6 69 ` f ` I I I ! I sr ST x _ _ _ _ I I END CONSTRUCTION !l I I bo.41o 3'y 3'x--x- x 71 I~--- ~ 7 ~ I X I ~ x .n k-x-% --Y---X-x 0 X' _X -5~X__X._-.. -_.d..o S 11'50'44 k'---x % j -T~ I Q 0~ I = 0 FQR -Y- PROFILE SEE SHEET 54 J 1 ~ X \ A` I I ! lT I x I I FOR -r- REV PROFILE SEE sl1EEr 5+ J FAIR -YII- PROFILE SEE SHEET 60 F---XI r 1'~, 1 I ! I I Mfr `k ! Q FOR -YM- PROFILE SEE SHEET 61 PROJECT REFERENCE NO. SHEET N0. ti TRI x-~ R /W SHEET NO. HC 'V~ ROADWAY ENGINEER ENGINEER S vo 51. Q 1~0 ~"w~OCd% CA1 d r 5 SM wm veC R, um I ` JOSSIE MELVIN WHITTED CONSTAEV. DB.4613 PG.0448 I ,5'3 R/W REV, T ONIj WE\ 53 PB. 32 PG.39 / J Wi,gn~r Nu„wN NELLIE PG 438 7 E r NELL~ E. EVANS DB. . 3301 301 PG. 438 NE E E. EVANS MCKINRNE 121 o a, McKINNIE Q DB. 3301 PG. 438 m 1111M~Fd~P & N((bl DB. 3301 PG. 438 1p , SDG" JOE D. JONES DB.2850 PG.1T3 'co p t W CL'1'RIP RAP P L 5 3o B p~ + ~T t- mTONS li:~ E7 ~o~0s'f em % E° +78 tn- MARY ALICE v SPECIAL LAT 0.6 BASE DITCH (J WHITTED MCRAE TV W y3\ STA 13+80 TO STA 1SEE11-Y~ 20 V 01I j~ UFTI AND -Y-RM NATHALENE M. LEE \1 w +00 5o IT DB. 4204 PQ 785 ~¢S / I 064.042'1 1- Q 86 1 -Y-R% 20= h f 1 ;~iT , °3° ~t';?~`:r-y;,-i;;r~..~ I I i0 r C 1 I?ffi1') O 5 r z" / I C3 Iy~1D 7 a t~S / I -'41.079 -Y-REV ~p . ANNIE R. HASAN, I F 30m IT Ez.0.W~ 1 AND HUSBAND, Teti REM 5m DAVID K. HASAN 4 i (98.425') h nE r 2.02 '1 ©dp f Sv DB. 4585 PG. 055D:_7 +31.079 -Y I M r I 1-. 1~ . EX 14W -YalEV 1+~ V A CJ ~ ',NO 25m IT ~ Sm LT s°~ r` ; t \ ' 21,) o~ FENCE \ 2 o2r W of T C r r PROP. 4e WW PRO. R/W GUNtD LLJ & CIA r ° I w O a r' :e r t' GH y^ v PROP. SLOPE RI L B \ C: S WO 54' 45.T E t.uw _ In E C STAKE LINE A < 4, _ n p ^E M1E r v fix. b(Q 9 r/ RFMO J ~ _ O y ~J / i~ }r~ fC3e "`v Fb . ~u o C E Q ~ o m F ~ rya y y, ~ \hm ..rte" 2GI IFS 83ast.atw CAT,B + , ~ ~ ' I n o V b~ Y t EE a 1 r R Q 4a r _ _ . _ _ C o B F- 450mm 8G ;;~Ota I M~ 419 2GIR~ S a ne° r h t.arv w_ r W " _ - REM Z E m +06.6 -Y EY J ,ROm RT p GRAD 350 2 -1 $ II _ n / w I (49.213'( f 9 + PROP •~n' ^ h..+~ u C \-PROP. C F.. SLOPE f \ \ y - ~N9~ '15 x Zs STAKE LINE - • ~ W N} ,PpA~aN ~ F 51 . f JA STRK W.CARL COLEMAN f ~<i 4CFOr a °~aQMS PROP.48'WW JAMES o AN F DB. 2167 PG. 627 28 PROP,R/W W. CA COLEM one " S~gPSy FENCE FREDA'I K so, a PB.18 PG. 40 & C/A DB.2167 PG. 7 nr'F t F.YNT +31.07 -Y~tEV DB. 814 PG'. s a• LLJ 3p -0 ^ r. ' r9't W. CARL COLEMAN L PB. 18 P~, 40 30m RT t kE~ 28 R5 MFE 81.079 g0. DB. 2167 PG. 627 y (98.425'( D 4 PG.68 m RT 9$t z ? PB.I8 PG. 40 DAMN POND W.CARL COLEMAN 19 4 U DB.2167 PG. 627 as ° e ~ PB.1 - .4 m2,' 'w J 46.386 ; STA 14 +12 TO TA 14+ 60 -Y REV R T DITCH v2} 470 'w zrse h 4.357 W 5 30'08'12• E s 26'44 o0 E SEE DETAIL #16 N "l o TEMPORARY DRAINAGE EASEMENT e m REQUIRED TO DRAIN POND RON DK. FE r COMPLETE PLANS AND OFFSETS TO BE PROVIDED ITH H. COLEMAN 6za Hopp UPON RECEIPT OF ADDITIONAL TOPOGRAPHIC SURVEY REQUESTED {((W~~J77 - m s 30 713 E fe°'so TAM DBTA408 P . 0189ETY ~Y b 3 ~b~"ti ~ -Y- -Y3- / Sto 12+711 Stu 13+ Sto 13+6 Pl Sto 11++1~16A55 r. 56.5 48 0- le (LT) D_ 3 ' .4'(LT) A _ 3C .4'(LT) 8 41940,3'(RT) w- 5 36~~~< E T= T- 5 z ~ = 280 = 180 = 7 R = 9,350DX fi -Y- REV Pls Sto 1 + 54 P1 Sto 13+19.943 Pls Stu 14+47746 h mp 432l6•E * I 33.528 = L A= IJ GJ VJ~(LT) = G 10'13-F X .3 ~p pp~p 36.5VIr s L = ~J6 L =2244l ~ = 33336 R = ST = 16b69 ST = I door c o - 80 kph FOR DITCH DETAILS SEE SHEET 2-T FAR -Y- REV PIWILE SEE SHEET 54 i 55 PROJECT REFERENCE NO. SHEET NO. RI x oao 29 It /W DESIGNEET NO, NCA~ 83 ROADWAY NYDAAUUCS w GR~O ENGINEER ENGINEER 1 \f~ k> x' 5 w 10 7mmu~u nmq 01 • fw, ' \ ~r1 / _1L.. CONST.REY.. irx h '1CINF; 'L~yF~4CINF FS R 1W REV. '•i,,, uR~i77 ~ph4lW I Pl. l 1_--- - 0 X - X _Y 1~1~fOFPdTf NICHE v X SDG"'^ n. 13 x A 130 Ila ~.__XX.X I N • H-X OPC2a w b ~120mm1- \ ,611 f-~ 1- Q_ 'T 20'19'0' IN VGO Y019'79 'k•~, L._ _-1 +60 -i- 29 7 1k~ x' r.?t.^v!`tF?x.n~,.±Rl~v!'tIr?~.l^ti^L~^.u^,1^.v!h.T?t.N*_r 2(605m .617L BENT _.r^L~r^vfti . PAUL THDNPSON +35151-Y- +48.815 -y-REY DEVELOPMENT CORP. PROP,R/W +60 -Y- 25m IT OB. 2050 PG.283 6451 L7 EXIFW LT Z M (85.021'( PROP.SLOPf 0 W CHORD 57M(E LINE m A/ IR N YJ 16-67 N GRADE TO DRAIN LU "r WC E N P4 t..''x"~4;.r; C Z P " ry + Yt.~,'L?h, 0 4."'7i~7~vl'tt"`vTT-~ .~i-^+>r4~~4J~~~ivl~.i+~l/nvL.? - hM'-~-0.•;.t~~ J-4a'~:.J"l ^:.r-~'lC vim' 're'v' v i _ T I -T1 rv o Fil -Y- REV S 20023'05,3'E -Y- $ $ - - - n " FORT BRAGG MILITARY - - - . ~fh-~+~l.I'.~'-~-1~'~..i'~!'~~!?1..fr_lrh..~!-~1~tlf~S~lf~'':J~'IJ~i[nl_~?t1'~!li!?1Jn;Lf~1_l~h1h'~1-N~11.!'~f 51'~~LP~L[~~11~}i..1~~1I''~'~!r'LlnLl~lf~_rr~l-J!~1~-.`L'~1!1~ - ry(r^ ~.L~^~y~y. ~t~1_l'hJf "TTJ •-f~?L1~1.1~L~ .rte a c - c C6,-)T x Z HR W J +48.815 Y i o 27_C g~ Z ~p, 4 25m RT o V~ f' m r 921} 1 ^ r PROP. SLOPE I,y v o' 1^I SLAKE LINE PAOP.R/W EK RM/ 11 + g2 l -Y- STA 25+60,00 14 \ r END CONSTRUCTION A 20m XT ?K \ (65:617'( 3 + ~ O r,' LV N cN*~~ THE UNITED STATES OF AMERICA N \ FORT BRAGG MILITARY RESERVATION r, \ C. l~ ,6 FjNm PIS -Y- REE~V~gg ,,gy~pp LT =33335 ST = 16-669 FOR -Y- REv PROFILE SEE SHEET 56 PROJECT REFERENCE NO. SHEET NO. TRI x-" 30 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1 p t~ CA 111h AD 83 5 p tB ,L-- ",zp;.°j °~~`~uro; N . ~ NC GRID R R AN sEK ~u Re6AL ~ CONSTAM R /W REV. r R REY~ y'~Ip'Nrr wt\. IIIMINN~ ~41111U~ WAMOITATT 1 NICHOL Y X~~~~js k M 7~ i X v~ o ~PQ p0 $0 I j AARAI10 O"C SW+20 Y51 PT O Q ^o oaIV ) i f SEE L /22 COLLEGE LAKES INC i ~yyFd ! DB.2067 PG.207 UGLAS J. PA tii~WS PL Y5- h IT AND WIFE, 15m LT +00 15m m L Q r Y A. MATHEWS (49.213') d X +50.035 -Y5- (49.213') O F 9 ~sT Oro) ? Ek RW LT E 7.620 m IT ~~le \ o+o j ~~0~'~.+~ y, 5.Om.• fir. 125.000') 1 4e 's.. r E F PROP.RIW N h r~' C a' vs s / PROP. SLOPE 5. S m F B som STAKE LINE I ~M \ 0 ' j/R LID J. STARKINGS, g 3 E Rh / / (ND WIFE C 3 $ -d,A ARKINGS y $ s a v F P~ +16.788 -Y5- /,j A~. 3 n 8 s 0 450 W 2 262 g 7.620 m LT 4~. 3 G. 6 REM ti w ~ F 1zs.ooo'1 5' GN CB \F W 0 E v RROW E V o \ v cV of mm cy \oa3 CB IX R W RT ° O o y,r,,, PL-YS- +17.571-Y5- PROP.R/W Wr 1 of TH M G. MCDOW L 15m RT 7.620 m RT N 49.213' PROP. SLOPE \ d CB A WIFE, I +00 -Y 125.000'1 STAKE UNE GRATE W + AHLA MODOWELL 15m RT f y of R ER S- NICE 9) r C? DB,2 5 PG.274 - PC I0+47-%0 149.2131 W f N AIN~CE s~PB.39 PC .6 1N CflN$Tl~i X0/1( M.avsv~en .J v2 D8.245 G n 39 ii AR( D. TES~;i ENRY W. AVER,SR. N r ti 4~=, f ) ~ ~ D W E c AND FE G ~ + .620 -Y5- A WY TH RY G "CANER N 4 7.620 m AT (25.000') DB.24 22 g 3 o D 27. PG. 495 E OVAL DO IN PB. ~6~ PB. 9 PG. 6 AND WIFE -51 J 41CF~aM. D RI G~l B, ~06 G. 072`fi,~~ ~~yy vp ' / ~~vo Ca o:v s 30 PB. PCB., a~l'°I fs~ ~ s 71?`~' 3 .cv ? ` 1. A~ 2v z JESSIE E. AVERY sass3~ AND HUSBAND o so3 - z P ROCHESTER AVERY e- ce r 1 p 1 1 DB.907 PG. 315 x ~o App PB. 36 PG. 74 X11 %'05 Sri/ iK 1 GLADYS ~ARRY DB.44 2 G.0244'•a,xc a1 S PBy39 PG.6 11~ < ~ / ' ' II 3.9tl.95.N S 5zv ~ ~ pn918 0 0 / i' CHARLES BARNES 2520 PG. 006 w ; go 95,n s -Y5' ti\ , a PB. 39 PG. 6 a y ~ e ~~9 z> y A z 29 RT1 ~ 4 ~ 4'85 LT! y ~ ~ o >n 1 T = .425 T = R = 80D00 R N SE = 0,04 SE = 0A2 RO = 20.000 RO = /olm DS = 60 kph DS = 40 kph FOR DTrCH DETAILS SEE SHEET 2-T FOR -T5- PWILE SEE SHEET 58 PROJECT REFERENCE NO. SHEET N0. TRI X-(= 31 R /W SHEET NO. ROADWAY DESIGN NYS ENGINEER ENGINEER 8 5~D 6,te ~u{ojq p N 4 4. ~ MATCNLINE STA. 14+70 -Y$- C GRAD a bR r. CONSTAEV. SEE SHEET 12 57' fINEE4 '1 FkCINEt~~~, L R ,4tiyFMlY R/W REV. RE WEED Wmw ~nnEW Yll- STA !3+0125 SDG- i WOO & NICffIDG u ~ a o.. (y I I x ° BEGIN CONSTRUCTION -Y3- STA 15+29.14 ? i I I HENRY 9 COLVI iJ04E BEGIN CONSTRUCTION I I I} D 21 s, P .167 0 49 b Ls .ac~..•,~ ~ " Z' w ~~~Lr~:~~,.~. -Y6- STA 11+5952 O ' 1 c oI EXIST 91E02 END CONSTRUCTION COLLEGE LAKES INC O I RL WAY DITCH DB.206T PG.20T h I ; TCHLINE STA. 12+80 -Yll- M~ I3 I j M 0 JAMES y ssx D8. 04, PG. 657 2r II SE: SHEET 13 I 131 PB.2a PG.49 Isarc APT +61.188 -Y5- , 20.161 m LT I I 1 0 k uanN 1 3o MA JAM S .t` (66.145') I y x3 DB.U, PG. 9 s ( HARRIET EVANS KING P +26 YS- B.20 PG. ~ I DB. 4822, PG. 660 44 Pw LT seK° PB.36, PG. 71 y PROP.SLOPE I EX. Y6- N x STAKE LINE tilwin LT F --Y I EX. RW -Y6- of s 12m 158A° N A PROP, SLOPE n• f I X-' (39.3 D') - I I STAKE LINE / Lt PROP.R/W F 'c,7' + C x X v~~ E- c E E \ XIST.R/W Cx X D AA1l -N-rz 51106.r, w - SR 2467 PINE VIM' Si SCVL - 1 - - - - - - - - - - - - - - - - - - ' c EXIST. X/W m V I vu ^c p~ PROP. R/W F I E r ti L ..1 h R a - F PROP. SLOPE STAKE UNE TEDDY P. PATRICK TEDDY P. PATRICK TEDDY P. PATRICK -Y6- STA 11+3773 = DB. 2622, PG. 666 DB. 2622, PG. 668 DB. 2622, PG. 668 PROP.SLOPE EX. RW -Y6- PL -Y6- PB. 32, PG. 39 PB. 32, PG. 39 PB. 32, PG. 39 '9% +40 -Y5- STAKE LINE 12m RT -Y11- STA 13+22.44 12m RT 17m RT (39.370') / 6 C (99.370') S T (55.774') 2Q ~ ECIAL LAT 'V' DITCH EX. RrW Y5 134 ® O c ~9 ~0(9~ STA 12+20 TO 20m RT O STA 12+50 Y5- RT (65.617') JOHN A. MOGREGOR SEE DETAIL #21 q CLEANOUT EXIST DB.4817 PG. 0887 0 o i 13~ ROADWAY DITCH PB. 36, PG. 74 - - c5 :1 JESSIE E. AVERY N AND HUSBAND, -Y5- POT 12+70.359 = ROCHESTER AVERY _ ° DB. 907 PG. 315 Q -Yi- PO 15 2m PB. 36 PG. 74 N U ' -Y5- I P1 Sto 12+38789 to -Y3- POT STA15+75.18 3=911 155' (LT) I END CONSTRUCTION CZ,AO N R- 9~ IBS'aZ 608'80 N M EI,iZ,60 N .60.C2.A0 S 809'8 90!'AI M •6622.80 N ,OI.fZ.AO S SE ODE A0L'8I 90A'9 M.SLCZ.AO N = 60('AI •bLCZ.6 RO /0." boa'a DS = 40 kph MABEL LOUISE COOPER WILLIAMS MABEL LOUIE DB. 2756 PG. 117 COOPER WILLIAMS MABEL LOUISE PB. 32 PG. 39 DB. 2756 PG. 117 COOPER WILLIAMS MABEL LOUIE PB.32 PG. 39 DB.2756 PG. 117 COOPER WILLIAMS PB.32 PG. 39 DB.2756 PG. 117 PB.32 PG.39 ILLE C FOR DITCH DETALS SEE SHEET 2-T FOR r5' PROFILE SEE SHEET 59 m FOR r6- PROFILE SEE SHEET 58 PROJECT REFERENCE NO. SHEET NO. 72 t- TRI X-"2C 32 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 5 0 10 Pa.11nhrr~~, ~„xr0ro~b 70 _ I__. ' ~P04~NyAAO[~np4`rCA1C! 4 F I morizo - I I F1 >6BI4m y r 09 r1r r" -1 - ve"a'i ~p T.~ -974 100 Z-- L- 21 CONST.REY. \~INE~~ P~~ ~ti yfdCINEE~ - [ - - - - •~a4yNl0REa FhFY WEED ~ I R /W REY. ru Ur.p. PA, - - - - _ M>foFFArr lacHoL num SDG -AA --F I a 63 IRO SED G E - X 002 _JIL - - - 2C - - - - i ~ I I 59 -.1- I ..-T - - - - - - - - - - - - - 57 57_ - i__.._. - - - - - - - - - - - -i 5ox flA 53 _ - - - - 1- - - - - _ - - -~1 - - - - - 5z 512 i r- - I 1 - - - 60 5. n r - - -t -AR +80 82 +20 +40 +60 +80 83 +20 +40 +60 +80 84 +20 +40 I 75 -k)ET-mEVLL 'TEN: 73 73 Ar 72 - - ----_.-_.I - _ - - - _ - - - - - - . - ZPA - 71 S N f - RS ws_ - - - - - - - 70 --j i - - - - - 1 sN r -5~ _ -_I 69 68_. HW E A - - 5l - - E OP !NG DI H E- +I 2 S 67 E OP !NG E AT - - 65 63 63 -L- - -L - - - - 1000 "1 - 00, - P 88+1 • 60.500 57 56.. _._._l__ - - - - _ _ - _ k OB - - - - - - - - - - - I - - - 4111 1,010 000 5k-- SA 53 WWI CH ` - rom 1-7 +40 +60 +80 85 +20 +40 +60 +80 86 +20 +40 +60 +80 87 PROJECT REFERENCE N0. SHEET NO. J - - I ROADWAY DESIGN WDRAU CS F ___Aza X )~y - - 5 0 10 "Mllu - - - - - - - - ENGINEER ENGINEER ~Er moazomm E, r• ms I. - - - - - - - - - - - - - : 7B-- _ - - - - - - - - - - - - - MSEAL 77 % CONSLREY. %yy ~INE`0 asi 4yN tl - - - - - - i - - - - - - r - - R N! REV. Wium - 75 him FFATr 11390L oG= 71 1 - 72 ~J - - - - - - - - - - - - - - - - - - - - - i - - - - - - A9 Q OVA IE 69 6g _ 1 - - - - - - - - - - - 66 ~As Ali A4 -d I r,F 64 63 - - RO SED GRADE - X- *024: Bm it - It SF KE 114 BA E 0 45J.. 1 PINE TREE N 1530 6.71 E 6175 10.65 9 61 -L STA FE 7 0 FSET 66-2194 T) 87 +20 +40 +60 +80 88 +20 +40 +60 +80 89 +20 +40 +60 +80 90 Eta f7S--~- ---------i__ - V-4 1S10*F A% H, i 79 77 __72 D4 I CA's 7A _ 1E i 75 1cs P 1+ 0. 0110 y__ 7A _7A op CA fs RT SC _ 00 e STI G RA = 20 kph 79 11 1 71 -I-- "ww 4- t- 70 7n A9 67 66 AA AA 63 +H17 r.+- - - - - - - - - - - 10~- i - - - - 59 L 90 +20 +40 +60 +80 91 +20 +40 +60 +80 92 +20 +40 +60 +80 93 PROJECT REFERENCE NO. SNEET NO. _ TRI -"2c 1 34 - ROADWAY DESIGN HYDRAWCS ENGINEER ENGINEER -001 _83 `'i- -i- - - - - i- - - 1 s o Ps~„.CAI"'. spO~Wf ~4 FE~ I V t~-E D A A? moolomm i ~ Sam PI E IHY R lJ T IURE F- I CONST.REV. \'k, 1Et0 .s'$~ •k~y9~,e ;.dE`` Af - l~ - - - - - - - - - - - - - - - - wauM& Wiwu~ D 104 N _ -h A- TIA AUI C- t - ,A"- - It 1W REV. S F E = 50 S - - I - - 1,Mll- 78 N aA 450 NE E. SDGJk S!G E IOM = 65 AG EA . 5 NA - - - - tt- SPINE 1 S OF s - - S- - - -E c N 15353 .49 E 17 .40 cm~ 7A 66f E NG R E Y S I S N AT 3 N -L- A 15+!8.029 o SET: 1 aek I~ a ME AV- m --c NO .5 LE AT = 6B !ON ! tm- 71 RO ED -L C fo-w -AA 69 _ -T- --j67- - - - a..._. - - - . - - - - - I - - IS- AA } - r- - - - - - - - fi f0 _ - - - 93 +20 +40 +60 +80 94 +20 +40 +60 +80 95 +20 +40 +60 +80 96 T _.r__ 1 _ - 1- - ki 00 7A 7 lu 73- - - - - t - - - - - - - E NG . GRAL 71 III - - - - - 70 -zo ' I ~ I I AR TI- 1 "~._-..1.- _ - - - - - - i ~ I 1 I~ r rt -T ~ I -f _ - - t - - - - - - - - - - - - - - - - t-t 62 t4j 96 +20 +40 +60 +80 97 +20 +40 +60 +80 98 +20 +40 +60 +80 99 PROJECT REFERENCE NO. SHEET NO. X Orb 3 R ROADWAY DEIGN HYDRAUl1CS ENGINEE0. ENGINEER ~ 1. - - - - ~ ~ - - - - - - - - - - ~ i ~ r- --i--- - s o to ~`H 6A10',. Cd h y. Mir r-vl~E ~R X X )l i F 09 -Rn CONST.REV. 'y ~INE•~ y `4CIN4E4'a~• i i - ~ _ _ _-A--- - - - - - - - - - - - - - - - 0.N! REV. ~ 4~s s~M`~d ~~uuunu~ r 1 MOFPd~f & NICH04 5~,~=,~,r ::.~,w• ZZ -SP 9P 95 E - - - - BEN H A ARK ISO N CA ON, BElV EN 6 X )002 --3 PSI N 1 410C.029 E 6 825 .540 F1 SEr- 3U IIL (I r - - - - 7A 7A 1 73 'r. - - - - - - -_a.--- - - - - 71 b3~ ~I Exi NG GRA DE j I -69-- 69 74 W-- n r _ _ _ - Y +o } -as;' AR 67 67 I - I fix; r--- h cs 64 -A IH 63.. - - 1 - - --I - -i-- - - - - - - - - - - - - - - - - - - - - - - - - - - - OF 45 v RIGHT CH - - - - - - - = -1- - - - - - - - - - 99 +20 +40 +60 +80 100 +20 +40 +60 +80 101 +20 +40 +60 +80 102 +20 +40 79 79 --hYVrAUXfDAl-A-- t- 77 77 - - UV JUN f f YA 5 _Z6- --.f _ - - - f - - - - - - - - - . - - - I - -r - - DE MY EAT = Y --CA s I I~ Y __Z4- ~ ---r _ - --i.--- _ _ . - - - - - _ - - - ---._t._.. - - OY P/ E H D 2 -C - - 71 ~ I 71 ~r A9 69 ~i AR AR I P = 04 00. 00 _ - _ - _ y_ 65 , 1 I vo:D - - - --A 51 - R=1 I • - - } - - - - - --j- - - - - - - - -fir - - - - - - - ~ - - - I 2 2J x m J?cBc X'% 59 ZGFND T i I ~I - 44-44 +40 +60 +80 103 +10 +40 +60 +80 104 +20 +40 +60 +80 105 +20 +40 +60 PROJECT REFERENCE NO. SHEET NO ROADWAY DESIGN HYDRAIJUC ENGINEER ENGINEER au 0 '00 ".CAR oa° CA1 momm 79 LW vem<u 77 ) TREE. CONST.REV. FN, It J I RR PI IN MASE OF 50m CERR 10J Wn1ii1 h4 all it I ~ I _ ~ I 1 ENC RK I 0 NO V L( GTI N, EN 4$ BL 9 R /W ~ 207 I , I A 1 +7 .146 of ET: OFFATP 8 MCHOL s~ B IRn - - - 73 _ I 77 ! _ 71 70 -11L- - - a...- -t - - - - - - - - - - - - - - - - - - - ! -wow Ag I P0. S G E C - - _A9 AR Isn G E - - - ----1 - - - - - EEWNI - ~J4 rl-T 1 171 +60 +80 106 +20 +40 +60 +80 107 +20 +40 +60 +80 108 +20 +40 +60 ( 9v )PY - - - - r - - - - - - 1 - - - - - - - - 79 79 77 77 6-- 75 - - EIG NG GRADE 7.1 7.1 77 _I2.-- - - - - - - - - 71 71 w-- P 111 10. 00 E. 71.' 0 a \_MPOSED GRADE -L- C I _ - 100 R A9 i V; - - - ~ - - - - - - - R = 00 D 100 kDh ._66- Axi I I ~ ~ - - All I ~ Af) - -rt-- - . 1- - - - - - - - - - - - - - - } - - - - _ R1 6W CH - - - - 59 s;7 J +60 +80 109 +20 +40 +60. +80 110 +20 +40 +60 +80 111 +20 +40 +60 A PROJECT REFERENCE N0. SHEET NO. -41 l TRI x o~ 37 ROADAY DEIGN WDRAUUCS ENGINEER ENGINEER - - - - 5 0 10 glllA ,lllllgry CAA hr CAPhh1•. - - ` xonto rtu i-. _ - - - - - - - - - - - - - - - - 1 o z Z lox B0___ 1- _ L-L_ _ - ! - - - - - - - - - - - - - - CONST.REY. •°•y tl et~0 •~4 EpE4{~~~ I - - R /W lFl. OL I ~r 77 I I I I - - - - - - - l - - - - - - - - - - + - - - - --75 74- + _ _ - - - - - - - - - - - - - 3c: - - - - - - - - = 9. 60 73 100 - - - - - - - - _ - - - - - - - - - - R _~lzo I - ~ - - - - OP ED GRAqE -L 02C 71 70 40 A9 AR I _ - - I 1 66 65 - - 62 _LHI I- - - - 1 T +60 +80 112 +20 +40 +60 +80 113 +20 +40 +60 +80 114 +20 +40 +60 79 I --i._..- - - - I-_. - - - - - - - - - - - 713 1 71, _7A 75 I 74 0 SE G E - 2 77 71 - - - - - - - - _ - - - - Z1 _ _-r- - - - - - - 70 70 69 r_ r -tom I ~ ~ ^ I _AA 67 DUSI ING GRADE AA _AA 65 - I- - - - _ES._.__.... - - -i - - - - - - - - - - - - - - - - - - - - - 1 AA I 6A 63 A? Al RR_ i ` B NCH MAI K IS ION NEW L04 TION, III III -11 NI~ _L N155,18.9,12 E 618, 79.37 DITH N 5 9 _59- - - - --i- - - W 11H - .SL - - +60 +80 115 +20 +40 +60 +80 116 +20 +40 +60 +80 117 +20 +40 PROJECT REFERENCE NO. SHEET NO. 91 ; ROADWAY AY DESIGN HYDRAULICS - - - - - - - - - TRI X- 38 _94.._. i l- - - - - - - - - I - - - - ENGINEER ENGINEER % H ~AI y r4% CAR 5 O R9 'ErTv jJ'TEE-.R -001 L E EL 1C NS { ~ ~ 96lRar to ~o6EAl 87 __$6 l CONST: R /W REV. ummn w~WiuW ~.y_._.. bmANFFhI 16 IIIbIN i _ iun I 79 1_ - - , - - - - - - I_ - - - - - 1 _ _ - - - - - - _ - - - - - -z 77 -I _ _ --T 77 t~ tt 76 _ CON 71 7-41 t PR POS D G tADE -L- X-MIC C W 72 71 71 ._I_ - - - zo- A7a DE, y_ I DR INA 26 HA _~2 -I N' - - I- % _ - - - N I CMS - DE, X-ff I 100 YE ' I Y T _ f- - a P~ -1 cm 559 0, 1 - - _ _ - - - - - - _ _ 57 00 I - - - - - - - - - - - - - - - - _ j_.. - - - - - - - - - - - - - - - - 5. _ f - 7 XS PW - - - -S SC 7 CY DE j^,N 47 Y _ - - - - - - ; - S AT 9 M 47 -1 Imm 5 E JO M RGE _ E J F OV YR T U _..-,..~L....... _i' II I It tvp, r- VAJ m A-q o r I dA LE R N - _42 +40 +60 +80 118 +20 +40 +60 +80 119 +20 +40 +60 +80 120 +20 +40 +60 PROJEC REFERENCE NO. SHEET NO. I - ROADWAY DESIGN HYDRAULICS - - - - I-- - - - - TRI x o00 3I ENGINEER ENGINEER 11 - - - - 1 ..a`•~CAA '~h~ homomm A' -OUTER - - ern o6EASlN - - 0 ....~i2~ m. VBMC r ! = . CONST.u -80- _ - - - - - - - - - - phi ~uii~o~, d4NPN 4ui~~, o hh lW f - - - I - R /W REV. t BE CH IS N 14EW LO TIO , B E 7 8 BL-1 ..___j_._ N S9 T.3B I i" 0.07 - _ _ STIN G E -L STA 121 3 3 0 FS 35. 81 ~L 76 - - 75 75 - - P PO ® -L X 2C - t- - I 7.1 1 -T 7.1 ± - P = 122 40. 00 - - - - --71 u ,s 70 -r- = 0. - - - - - - - - 13 = 100 kph 69 68 A7 A7 - - ' - - _ _ - - - - - - - - 4 64 fi-~r _ 44-- +60 +80 121 +20 +40 +60 +80 122 +20 +40 +60 +80 123 +20 +40 +60 I Its; + + B4-- R F Mu 92 4- F All - - l - - I- - - _ . - - - - - - ~ - - - - 1 79 79 EXI NG GRADE - - - - _ - - - - a - - - - - j 77 77 76 - 75 I I ~ - I i 0 A-Awl -r-- - - - - - -Z4 - - ' - f- t 73 -I- 72 - ' - - - -r - - - i - - - - - - - - - - Z2_ POP - }I SED RA¢E - X-0)02q 71 - - - - 71 - - - - - - - - - - - f H -G -N -A9 A9 67 7 I ~ ; ; i ~ !T - 6i1 _L6. - _ - - - - - - - - - - - - - As WE 64 - ( - - - - --i - - } -1'- - - - - - - - t._ Rik, Hf H - - - - 4 Al I -.14 -1-- 62 L j -T j - - - - - - - - - - +60 +80 124 +20 +40 +60 +80 125 +20 +40 +60 +80 126 +20 +40 +60 I PROJECT REFERENCE N0. SHEET NO. -1- i-- X I 82__ TRI ROADWAY DESIGN HYDRAULICS _ - t'- --r - - _ . - - I - - - - ENGINEER ENGINEER BM #101 - R SPI E I E 0 450M. INE REE. s 0 10 ~~HxnrnpN ~pnrro~~ N 5551 .88 E 1951 .781 N0°10 w 7e $0 L- - - 81 - -lr A lqs 26+ 2.0 2 0 FSET 60.T3 (l t) - - ! 9GWar s Y; -EAL 79 1 -I --1 rv _ CONST. f~INEE~ ~3~ 44,Iy ~ICIIIwE~ 1~t, -ZB-- _ --C-- - --I-- - -----i- - - ---I-- - - - - - - - R /W REV. ,y°O•;N tEW'd~ ~oA"`I,wF~~ 77 1 INN~Fd~ I SDGa Ii - a_.-. I- - - - - - - - - - - - 75 7r% G- - - - - - - RAD 7-1 72 72 70 --j- - - - - - r- - - - 71 - - - T_ - - - - - - 0 7f7~ A9 pRip ED - A- A7 A7 _ 62 l ----1- - --I---- - - - -I----- - - - - - t ! Al AL +60 +80 127 +20 +40 +60 +80 128 +20 +40 +60 +80 129 +20 +40 I 73 7.1 72 ----f. _ - - - - 71 A9 A9 00, i.-......-...1.._». _ _ J Gas _~4.- _ - - - - - - - - - _ - - - - - - 717- - - - - - - - - I A3 63- 0 0., ~01 62 .00 i - t_.- - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - 59 1000, t P# E-- W-DRAM I 9;7 -1 J X;7 ! N E AREA - j 41 55 D1 SIGN J i 5 - - - - - - SA w 5913 Wsc +475 +40 +60 +80 130 +20 +40 +60 +80 131 +20 +40 +60 +80 132 +20 +40 +60 c -77 - _ - i PROJEQREFERENCE NO. SHEE41 NO. ( - RI - - ROADWAY DESIGN HYDRAUUCS .__I_ - - - - - - - - - - - - - - - - - ENGINEER ENGINEER 75 - - i- - - r- s o 10 1,`~tp~,y r,``H 6A avi e sewer . re,,, • - I CONST.REV. 'y F'~INEE! ,4 yE'ICIMtU"P? imnn puu R /W REV. WIMOFFArr 6 MCNOL 5 169 - _ _ . -MISTING GRADE -A7 j 67 - it 5 - - 1- F 62 I I 60 60 . 59 1-- 4a* ~M~ MW 59 - = 61.350 I - 209 j 57 57 _..I._.- - I I I ~ 56 54 +60 +80 133 +20 +40 +60 +80 134 +20 +40 +60 +80 135 +20 +40 +60 65 65 63 I 63 62 - 62. } - - - - 61 61 60 - 6 _ --fi- - - E-t. 59 - - - - - I- 59 I", ;y 58 --56 _ . - - - - - - - - - - - - - - - - - - - 57 57 56 56- - L - - - - - - - - - - - - - - - - - - 55 55 - - _ N 3 HA 54 54 --f- - 1 - - - - - N 3 2 cm.4 53 53 - - - f I _ 52 I - -I - -1 - - - -I - E 3 93 M 52 51 51 yp_ OVE M; +6.77 cm., 50 sisy 49--49 48 48 f \ - - - - - - - - BUS N OW t- 4 47 4 _46 - - - _ - - - L- - - - - - - - - - 45 45 44 - - - 44 - - - } - /N)Omff - --i - - i . _ - H G N 43 4 I LE H 42 - - - n 41 44L +60 +80 136 +20 +40 +60 +80 137 +20 +40 +60 +80 138 +10 +40 +60 PROJECT REFERENCE NO. SHEET NO. X-Impr 4 fi TRI ROADWAY DESIGN HYDRAULICS __._i__ _ _ I i- _ - 64 - ENGINEER ENGINEER 17 TV 1+11-A 4 ,..IlNllllpN =IIIIINII 63 CA, a - t E yys ~,.t1E HONZOt" ,d~ESSf ESSI ~I; T--{ 1 1 = , IF Im P S~. 61 m po • _ - -1------ - - 1---- -ui - - - - - - --I--- - - - - - CONST.REV. IEE~C d •4yfN!I - wEa• R/W REV. `Wlnmw~ ,•0~ -59 MD 7 SA I I 5D _ ._-I I P • 140-00. 00 So- • 52.268 - - - PR POS D 2C _ Y =EOOe k = 167 -kpb - _ _ - - - - - - - - 1 AZ- A6 --46- A -9; AS 4- 4-4- 43 - - -t -A2-- 42 - j - - - - - -fi - - Al 1 _I- -l----- - - +60 +80 139 +20 +40 +60 +80 140 +20 +40 +60 +80 141 +20 +40 +60 FrI - - - - - P PE DR A I IV - Sib - la I V. EA- RA AFi 12-1; r- - 50 RS ST MI S N !EY 37 _ _ 1. 61. / DGE -L too . SA ym -80 I - 1) ms _ - - - - I - 74 =:M =ED j 47 46 7- -r _ 3A QQ tl---- f I _ - - - - l - -A3-- msm~ GRADE A2 A? Al 1P~ D ?AU VC DA A j RE N0 - _ - - - - - - - - - - - - - - - - - o 1- NEE H-i E& -W - D17 77 m DE E AT! 4.93 M 1 AD AiDJrA m _34. - - - - - LE H - rr /7 -1 b R Ifr CH - A-; , - I I - CL OV PI F E E + YR$ - - _ y 00 200 OV PI E o I N I - - - - - - - - - - I X - - - E +60 +80 142 +20 +40 +60 +80 143 +20 +40 +60 +80 144 +20 +40 +60 N~ I 4-E--A- PROTECT REFERENCE NO. SHEET NO. X-000 43 ROADWAY DESIGN HYDRAWCS ENGINEER ENGINEER s o o NGI I I I ax r oN mvu MORMONTAL 50_ .__1_ ~ip~OFFSS~, ,.ryP4ESSl~ A9 A - A - -1 - coNSrREV V MOW J. S _4B -_i - { _ - - - - _ 0 f - - x o9Oi W ST SIM 0 EFF -PR POI ED I MAD :;Uw: i A7 R 1W REV. IM RATE I NICHOL SDG -In P PE~ D QJ4C A A 170 rE - -~-JR A3 50 08 N 77~77 + - - - - - - E p = 141+1". 00 414.057 m --An - E 1 E !ON 3750 U - - - - - v 25 - 4 k 941 19 D ¦ DD h 17 1 MM - I ~ _~4- - - --4 - --r- - _ - - - - - _ _ I ~ R H 79 +60 +80 145 +20 +40 +60 +80 146 +20 +40 +60 +80 147 +20 +40 +60 49 A7 A7 - - - PT- -141 EL 38.260 F _ I .I - - - - - - - - - - T - - - - 19 I -P 39 PROPOSED GRADE -L 2DA DER-_ WM - - - - - - - - - - - - - - - - - - - snN G E -17 EX 37 W -xLl__ 36 C)f a t - a- - - - - - - - - - - - - - - - - - - - - - - - - _f 1-__ r 1 1 } 1- 79 70 O i 77 ~77 \ o ~cc +60 +80 148 +20 +40 +60 +80 149 +20 +40 +60 +80 150 +20 +40 +60 +80 N~ PROJECT REFERENCE NO. SHEET NO. - X-000 44 j I ROADWAY DESIGN HYDRAUUCS _ @) L_. L-- 1 - 1-- - { - - - _ --I' - - - - t - - - - ENGINEER ENGINEER 1 01 TR LIM, -.•-t..._. °H CAA °~CAf .79.. _ t T 1 - --j-- - " I- - - i - - - - - - i- - - - C SFA4 wix I 1- 78 .r . GI G SAO P S A +Op d I j CONS7.REY. s~*I~E ~r d !x; -4--Z ZZ - - - - + - - 1- - - --1 I - -L - _ - vv r R Reic fNir wt~.,Sy'-1 A 10 + J O t f4277 (T) ( - aN ) GE - TO H R /W REV. +uwmn~`~ AMU h&RXOFFA17 & NCH !ON ~ 5 a soG 74 I ~I r ar os u 72 - E = 68.1112 P $C cS - K Lit 11 Ail C 1--- - P ~3+2.- 7Q.. -4- E 7n V~ 52 K 95 - V_w - - - a 110 kph 03M I AR 6z_.._- .3& 065M -106-M 67 - EL I 9.0 7 66 A 'Mmy 66 Nq_ -~K 7 - I - _ _i- L - - - -i - - - - -7 - - - - - - - - - - - - 6A I AA _ IOU Z114 63 - - -L - - - - _ - - { - - ISTING LAM 62 62 - - 61 r-- --------3-... ---I - - - - - - - -CN ZGEND 60 _j R,* *CN 59 _Tl 0 +20 +40 +60 +80 1 +20 +40 +60 +80 2 +20 +40 +60 +80 3 +20 +40 +60 I~ 79 79 zs_ 77 X, F 75 4 An d M-1 76 qTA-d - -R A 15 146:OF Offs (LT; 7.1 73 PE 3+1 1.66i 72-- 71 E = 66. 91 -71 D = 70 ph 70 69 V. 10._ _ g . - - - -t - - - - - - - - - - - - - - - - - - - - _ - - - I - - - 48 - -AA - - - 1 69 65 I PRO SE G E Y- P i 65 - - - - ~2 _ - } - .1 - - - - - - - - - - - - - 61 E4TIN ~ I GRKDE ~ I ~ i 1 I f-- - - fc An X;9 f 57 57 ~ I +60 +80 4 PROJECT REFERENCE N0. SHEET NO. 45 94 TRI - I \ Y ROADWAY DDOESIGN HYDRAULICS _$3 - - - I-- 7-- - - I- - - - - - - - ENGINEER ENGINEER s 0 m "cAr nmur HOMOWICAL - - - - .~s R WA ~ = R AN SEX 80 A~LA T CONST.REY. $T U E NY R C { Z4_- __L- _ - - - - - - - - - - - - - - - - - - _ - - t. RE\0 d u' EEE~ n N P~ pnt~` B GIN G - P A s>G a N 15 Ns 0. /W REV. loss. is ,~uWw S = 6 I&IMOFPATf 6 N[CHOC S 71 - -Z - - - --t . . - - - - - - - - - E FR GU = R S 1 76 76 P =10+15.00 p --A - - - - - - - 1 i20 EL _ .a 33 111 j - E NG RE E - + RS --74 73 = 100 kph ! - _ K 10 I _ _ - - - - - - - - - 72 -T 8 IL 3 - _ I -i-- . - - - - i- - - - - - - - - - - - - - IsTI E - - f-0.2 7 70 AT- - TF 6a 68 Ht- ~~-l --G 1 f - - - - - - - 7OX 66 66 P PO ED RA -Y4 RM P B PI =80 000 _ 1-- - - - - - - - - - - - - - 1 - - - - - - - - 1.9 9 111 65 YG = ¦ 64 r - - 162 61 0 +20 +40 +60 +80 1 +20 +40 +60 +80 2 +20 +40 +60 +80 3 +20 +40 +60 A7 R7 i An An 77 ~z - - - _ - - - - - - - - ( - - - - - 75 - I - - - - - - - 77 n - - E- ' - - - - - - { - - - - - - - --71 r - - - - - - 69 68 - - - - I 67 _.6Z } - - - - - - - - - - - - I- - - - - - - - - - - - AA AA P = 3+9 .006 - - - - V. = 85 AA 6A 90 I:ph L. i. - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 60 An )rr F-l +60 +80 4 +20 +40 +60 +80 5 +20 +40 +60 +80 6 +20 +40 +60 +80 7 +20 PROJECT REFERENCE NO. SHEET NO. L_ X-000 46 - - ROADWAY GINEERR ENGINEER VM -B-~~ ~xum~u~ ~O~tP G1A MOVIZONM - _ _ _ _ - - _ _ - - - - - - - - - - - - - o a s A -Y-PEV S7 A I +l ,51 : F, 15 m RT I , • - CONST.REV. INEE4 Q~ ~yF4CINEt;d, E E E OF - R S A 6+ 5 54 - - - - - - - - - - - - - - '~w' RiE~c„~~~ ~`tirY wE~` - - I 'wr,nx ~uwmm R iW REV. 1-- -h - 11110 A ~A P OPOSED E -Y P B S - RA) 70 AA I E) - ' - 1- - - _ r _ _ STIN E 71- - - - 59- - - a-- - - - - - - - - I;R +60 +80 7 +20 +40 7R 4- 7R ..77_ - - - j - - - - - - _ - - - _ - - - - - - - - - - - - - - 76 76 75 - - - - - - - - - - - - - B GI GAO Y- P A E = 6. 61 -IA- 7A 102 + T L v =112a I - 73 f _R= D3 so tph 72 72 71 - - - - I - - - - - I Ic- 't- 70 70 -1- EMSTIT GRADE i ! 66 66 ~ I 65 JSS - - - I _ - - --I - - - - - - - - - - - - - - - - - - - - - - - - - - 00 is *61 62 60 60 59 1 57 56 56 sr;, A 0 +20 +40 +60 +80 1 +20 +40 +60 +80 2 +20 +40 +60 +80 3 +20 +40 +60 i p PROJECT REFERENCE NO. SHEET NO. ROADWAY DESIGN HYDRAU CS L.- - - . - - - - - ENGINEER ENGINEER ! 0 10 llCIA," !pllrrrl/ -83 42% y -f pu1p N~y~ A~1~r~h XoKZoNM - _ . l_ _ - - - -L - - j-- - - - - - - - - - - - - -I-- - - - - 1 sERi~s.~°>c~ ~N I FRI _ vBtnti'l~ . I CONST.REV. 'y~ ~INE~ 3, ~,•y ~CINEt~~, go r f` ~ -1-- - - -I- _ _ _ - - - - W~ E1 0 NAY EE f R /W REV. '4 un'h urn 79 i 'T r tr% A u~c?ioo 73.46if MX 77 70 16- - - 1- - - - _ _ 69 P OP ED GRA~E - LO P 8 _ 75 4- 6R 7A_._ 71 GED WE -A -44- - -I _ - - - - I - - - EL M'08. - - i oar - -j= - j- - - - - - , - - - - - - - I 67 An -`r I 59 --4- 6 - --I - _ - --I DITCH - .._-I-! - -I------ - - GND-- - - - 1 I - - r - - - - I +60 + +80 4 +20 +40 +60 +80 I Z2,-9 A9T20 0f:) - - - - - - - - --zfL_ EL. = 71.4 - 0+51.0110 76 6 L 71.323 e E ¦ 1. 78 C. 56 ! _ --1--- - - - - ------E. - 70J 9C - - - - - - - - - k - 0 __V 75 74 - _ I _ - f D = 1001 kph T 73 72 -owv 7X -9.42MY I1. - - - - - - - - 71 70 X21 69 ~4.- - - - - - - - I - - - - - - - - - - - 6R EX - 0 ~ - I ~ - ~ iIN DE --i- 66 - - - - _ - - - - - - - - _ . _ - - - --65 - 1 - 64 62 62 I ~ 61 - - - - - - - - - - - - - - - 1 + 60 -41 r 60-- u r7mV 1 Di 59 t_ f- - - - - - - - - i - - - - - - - - -1-- - I ROT DITCH 5R IF 0 +20 +40 +60 +80 1 +20 +40 +60 +80 2 +20 +40 +60 +80 3 +20 +40 +60 PROJECT REFERENCE NO. SHEET NO. I -fl1 ~ - ~ X-000 48 RI ROADWAY DESIGN HYDRAULICS ENGINES ENGINEER _ Z2 ! _ - - - ~*T - - `MG,:AI~N CAfpw~I Hamm ! ~1-- - VEMAL 77 CONST.REY. ~'*FICIN~t~ = yfACl~,a f / --7~- - - ~ _ --"1---- --i...--- -t- - - - - - - - - - - - - - ,+wWpwix~`~~ v4NlY WE~~ I I } f I m RN/ REV. Wuua~ E PQ E -Y AM INMORPATP MCHOL - --7-1 ZI~ r0 r8 Tl. P O SED G E -1~ RAJ kP C AQ 7Q-/ I2- i - r_.. _ - - - - - - - - - - - - - - - - - - - - - - - - 2- I I I j I 71 f~4 69 - - EYJSTIN 3i G1 ~RE 67 11V uj T/w LiLl Ulm ti +~T_ _7A, I - - N Aj 15 HA - DE 16N Dl 0 3 CM I 06?711 -M M ! 100 YE E T R 69.75 OKE j OV P/AG CH G 46 CM - - - -99 , - - - -J4 +60 +80 4 +20 +40 +60 +80 5 7A 76 I I - I _=Gm- Fi P ~1 - - - - - - - - - - - $ r 74 71- 9A_almULQV_LL42% (RT)l 0 74 E 68.954 P3 - +79600C 73 73 72 ! Y B0. 5 72 k"g M_ q)h- 71 I 69 68 6a 66 00 } 64 64 ! I P = 3+25.00) 000 V 23;"4.0 62 - 100 kph 000 60 FYI Wt. na iLnF 60 00, - - - l- - - - - - - - - + - - - - 58 t - . -t- 5A 54 .53 53 rt-- _ G._ - - - _ - i _ - - 7- - - j - - --I ! r_ r_. _ - - 5? 1 0 +20 +40 +60 +80 1 +20 +40 +60 +80 2 +20 +40 +60 +80 3 +20 +40 +60 - I PROJEC REFERENCE N0. SHEET NO. e4 R~ ROADWAY DESIGN NYDRAUUCS - - - - - - + - DANLP - I- - - - - - - ENGINEER ENGINEER I _ tp • CA'tAfp, 10, O ~l~d HONZORM fF 15 m LT - - 1 0 2 N S A I °SX" - 75 25q % VaTrAL - J. _ CONST.REY. '6~~I~EE4 L4 y INfj~i• - - huiunin~~ wVu t 76 4-1.1 _ 5+041.00) RO S GRADE - R~Mp 1) 77 It 1W REV. U, E 71.558 MORPA'IT k P~CH j . -1 - - - SDG=^•o.. ,iii I j_ I f i - k 14 = 7A --A llfb knh 7A 73 Jae ozy. - - - - - C R N 0 - - A 20 00 9.% 71 - _I - - L - ' r--{- MONO r - - --1 7n 7n 1 69 1 T - Aft - - - - F AA AA f - - 63 I i ----f----------- - _ - - - fi f t i - - - I j I - L--~ +60 +80 4 +20 +40 +60 +80 5 +20 +40 +60 +80 6 +20 +40 78 7A 72. 19 L56 OLArE Jil ?M- 4. E = 68 !2 _ 76 Z5_ - - + - - 75 1 0+186.0110 72 25 72 T 8 80 kph - Y G E PR PO -Y- D t 70 - - - - - - - /t 67 bZ - - - - - - - - - _ I 66 V. rick All 65 1 t.------_. - - - 6A AA I I 62 "L 64079 m 7 Is- - f6O] _ I 56 - - i - - ' j R1GK ti - - - - _55__ - - - - - - - - - - - - - - - - - - - - - _ cs: 1 +20 +40 +60 +80 1 +20 +40 +60 +80 2 +20 +40 +60 +80 3 +20 +40 +60 PROJECT REFERENCE NO. SHEET NO. I. X-00020 50 ROADWAY DESIGN HYDRAUUCS J I - _ _ - ENGINEER ENGINEER I I I I a tw cr S 0 10 ,„11111ry~, N11111g1 -y 76 R A t OFF. I A KS 4m f _ - - - - - - - - - `c~4 R ~x~' SEAd1L f E = 556 t.. i ~e ) 79 CONST.REV. vklNEt~ ~y`• ~~£~CINE~~ time 00 r SRO SEDI G E - - L OP R hV REV, mug 1z 1 Z5 7-9; 74 14 - - - - - - -r - - - - - - - - - - f- - - - - - 72 71 72 - - --t- - ---I - - - _E T ME TA 7 82 - - - - - - - - - . - - - - - - 71 70 ERI NG G E j- A7 I ( f ~ 66 _~6 _ - - - - - - - - - - - 65 -~-E I 41 ~z - - --a- - - - - - - --I - - - - - - - -f-- - - L L +60 +80 4 +20 +40 ~ I I fi _.-jam'. _ I _ I I L~ t-? I I ~ T-- I i I ~ 'I i PROJECT REFERENCE 110. SHEET NO. x-"2C 5r - RI ! ROADWAY DESIGN HYDRAULICS _IRZ- - I- ! _ - - _ - - - - - - - - - - - - - - - - - - - ENGINEER ENGINEER CA~p~'~. ~r~N CAfp w 0M, H xo¦w¦ul Parr + p t~ I I I o ~ ~ AN 9 Gr GltAD . rz _.R: a . 'VOfM Am CONST~REVO ~`i \~INEF! %r IN~p• E = 55 43 I i J. RED°r~~ FN~r I - --j--- - R /W REV. ~uuuo Nruu hMMOFFATT & N I ~ ~ ~ sDGi~i~n - I~O T -~t - I I 1-.... _I a - - - - - - - - +5 P _ 0011 60 { _ - E. 115 11 L 1 "53 30 0 V, 11 0 R- 230 - - oo~ -8; 7 - - - I - + - - - - - - - - - ris; J;A PRO OSE E Y12- RAM B --53._ { - - - - - - - - - - - - - - 512 I I t A9-- _ _ -1- - - - _ r- - . _ - - - - - - Aj~ AS +-t- 4 F1 0 +20 +40 +60 +80 1 +20 +40 +60 +80 2 +20 +40 +60 +80 3 +20 +40 +60 57 57 I -y 12 - IS _ I- - 0091---- V =-30 III i D 00 kph IF 521 A7 A7 - - - - - - - - - - - - - - - . - - - I- - P P PO ED GRAD -YI - Pi M AA A2 All Al Al STI G RAD 4fl ~ C, 19 39 (C A7 37 MOM _ - --1- - - - - - - - - - 1 - - - - - - c 7- -as .34.- - - +60 +80 4 +20 +40 +60 +80 5 +20 +40 +60 +80 6 +20 +40 +60 +80 7 +20 PROJECT REFERENCE NO. SNEEr NO. - - 1 I TRI X -"2C 52 111 DESIGN NYD S 48 T - - - t - - - - t - ROADWAY ENGINEER R N - - - - - - - - ENGINEER ~ I - --j-- - i - s o io "..M.%0, pe~H CAlpbh I A7 A7 UNP A6 - -T-~ f SEfp. o¦g AN AS Ali VEMAL 9 IN Y 1 I coNST.REr. -r- - - - - - dy j f. RE1~ N~Nf .0% A3 A:i E = 35.474 wwi~w~"' w w~x R /W REV. SDG ~ I 12 A 5+ 35, OR,: !1 m fLT - - - Al Al ----I .00 I IS - 7+4 40 - - -t - - - - - 4__ - - - - - - 40 1 t- j.. _ Y - 90 - - I _ 39 3 #0 39 1 - SnN G DE EL m - - - - - o =BO n - 3A -4 WAD rz~ 37 '47 '47 T 36 ji 35 at _ r, 41D.5 W1 3A 412- - - M- EL 3.667 ¦ 31 37 vr-. - _ PROPOSI -Y1 R k B - .17 J ; - - BB - - - E 134 - 31 11 0 - 16010 -LIM YIP ?Q --i - - 0 - - - - t - -i - D _ _30 y..- - - - - - - - - - 79 k L 3 ¦ 80 4h 79 29 Y II 27 27 E - 27 76 +20 +40 +60 +80 8 +20 +40 +60 +40 +60 +80 8 +20 +40 62 I i 61_ B GI GWI' 12 RAM C G - - - - - - - - - 1 - - - i_._ - - - - - _ - - - - - - - - - - -¢L- A , 60 r UL 59 L ° 54. 27 C =112 SA kph 7 5A I - ~ 53 - - - - r- -t - - - - - - - r- - - - - - - - - - - - - - - 52 52 51 - - - - - - - - - - 50 -tY A9- - -I - I - - - 48 49 ~t - - - - - --f - - - 48 A7 ~I \ 44 I I 1 I-- - i- - - 39 0 +20 +40 +60 +80 1 +20 +40 +60 +80 2 +20 +40 +60 +80 3 +20 +40 +60 I PROJECT REFERENCE N0. SHEET No. I I ~ _ X--OW2C 3 1 ----CC~" E 9.27 ROADWAY ENGINEER ENGdNEERS _ 54_ .2 - - - - - - - - - - - - - - - - - - - - r-- - 00 I - - - j - - - - - k~ - - - W11 CA1pky ~.~°N GAp~b • 00 fTh _ - - _ a+PE4tt yq I nop[oNUI AMP -A, 52_ - _ - - - - - - . _ - - - - - - I SF1W.eror ud +c+9A9~1NL I-- I ~ ~ ~ I ~u t E EFL e CONST.REV. y INEO y~` ~4 yf4CIN;~f'1~5• Y Nit sale. fal. - ( R /W REV. I gMOFFATr & NICH «w SDG 77 _.46 _ - - - - j_ - - - - - - - - - - - - - - - - - - - - - - - - - - f- - l 44 __i. - - - - - - - - - - - - - - - - - - - - - A '4 I - j 43 Al Al 40 I i I G~ GR0 DE 17 37 - -I--~ 1-j j - _I _ - - - - - - - _ L t"' 619 ¦ . C 18 - 141 1 1 32 _44-4i- La. +60 +80 4 +20 +40 +60 +80 5 +20 +40 +60 +80 6 +20 +40 +60 +80 7 +20 A7 A7 A7 -~I _c V A6 - { - _ LFT TA L41-1 44 1 EG V A Yl - AM I 'A7 ! 46 - - - - - --I - ~ Y12 ( CST T 1 0 , .6 ( ) Al T-1 Al A3 Al Al Al I Al - - P1 7+3iiI-o :I AO rooc 2D' E 6.2 1 - - 39 80 ph EXI NG G E - - - - I } STIF~G E 3 1 37 - - - ! - - - - - - - - - - ~6- - - - 6 35 S A i I P POS D - - - - - - - - - - - - - - ~4_ 34- - - - - PR 0 G E w2 C I _ - - - - E 740.000 L 35,519 111 45 31 6 90 kDb 31 29 AD Yl2 CST 88* 4 29 29 29 - EJV9 GRADE -Y12- S A Yl - 19 s G L -X. A -Y 7A J5_ IF y _ ST 1 + 27 s fr 11. (T1d+3168/ E _ 35, 3/ L_.. g - 77 _ 27 27 77 26 25 -24. ...._.i cl\ I- Lt_ - +20 +40 +60 +80 8 +10 +40 +60 +80 9 +20 +40 +60 +80 B PROJECT REFERENCE NO. SHEET NO. X-00020 54 TRI ROADWAY DESIGN HYDRAULICS _4R _ - . _ i - - - - --i-- - - - - - - - - - ENGINEER ENGINEER 1- } -J-Ma~rflh-ur-Aiw- VBUWAL ~ 87 I _ _ I1Vd6 H: Ji i - - J - - -I - CONST.REV. ' '"'wW4F ~6 _W - I - -i I - - - 7- - - i -ry - - - - - - - - - - - W~miO ~Wun E,~ R 1W REV. , ,mow SDG~i L H.4 - - - - - - - - - - - ~...a 82 91 -j'- - - 79 79 78 77 - STI G GRADE - - - - - - - - - 4 t 7 J; 74 - i- = r- - - - - J, 4 - - - - 1 73 73 72 77 I - - - - - - L_ - -1.. - - - - - - - - - - 71 71 I -14 1 1 1 1 A7 A7 I I I I- i I I i +t 5 +20 +40 +60 +80 6 +20 +40 +60 +80 7 +20 +40 +60 +80 8 +20 +40 99 R9 -L.LL 87 R6 85 _ - i - - - B GIN GA 4DE -1 STA. g+ 5 - ' - - - _ EL = 76J 59 82 - - I 1 E = 76. 72 80 - - - - - - - D Y - - EI=12+ k= 6 Y 79 k 4 _78- --I - I-- - - - - _ - 4 - - - - - - - - 77 76 76 - - - - - - - 7_7 - ( - - - ~X E (IM IG,4 All" 73 72 71 j ST) 6 -f 201 M !I -Y ( )A -F E I -69 I t 68 68 67 67 66 - I _ - - - - - - - - - - - - - - +60 +80 9 +20 +40 +60 +80 10 +20 +40 +60 +80 11 +20 +40 +60 +80 12 PROJECT REFERENCE N0. SHEET NO. - I X-"- 55 - i ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER - - - - - - - - - - - - - - - - - - *159 T"i 79 - IM"m ) Ail) Z t + gE fR - coNSr.REV. As; Ad r W ZSC C S R /W REV. uw , hdMMOPPATr & N~IIDL s~ Y - - - - - - - - - P x - - - - OV Rf Pl E - Y - 0Y Rf 1 - 72 Z2._.i_._ + r-- - - - - _ - - - - - 71 GRADE 70 _-m L, 69 E - - 68 67 64 __J I ! , - - - - - - - - - - - - - - - H ND ~ a 1 1 1- _ All ___R 14:k:n n %n - - -1- LE DITCH _.__r - - - - - - - - - - - - - - - - - - - - - - - - k .11 59 59 ZaCH I ~ +20 +40 +60 +80 13 +20 +40 +60 +80 14 +20 +40 +60 +80 15 +20 +40 +60 r - - . 80.1100 in 89 Ph - - - - - - ` h - - - - _ - - - - - - - - - - - - - - - k 1 - - I E 14D MRIDGE Sr 18 B7 J ~J BEGIN BRIDE A 1 +91 +/J Ag?.y go 79 1 79 1 - - - - _ - - - - - -I - - - - - - - - - - - - - - - - fi- - - - - - - - 77 76 - - I I- P IS. D GRAM - R UL 2 73 - - 72 I - - 1 1 ! _ 71 71 70 - 69 69 -61L- - - - - ! - - - 1 - - - - - - - - T - - - - 67 7 -4 67 " 75 66 t T' ~7 t 64 /G H - - - 63 62 +80 16 +20 +40 +60 +80 17 +20 +40 +60 +80 18 +20 +40 +60 +80 19 +20 PROJECT REFERENCE NO. SHEEF NO. -i- _ X 00020 56 84 TRI ROADWAY DESIGN HYDRAUUCS I _ ENGINEER ENGINEER SA )~hul-- ~y ~pMnilp s~.. o{.~lo a~N1X110 i 1--- Pr4~N 6Afpljy .0 ~1p! I - - - - - - - - - - - - nomowu 7 I1~fQf0 L°) ! 3 e -I-- ~ _ j-- --1-__ 1__ --1- - - - - -1 - - -L - - - - CoNST.REV. 79 - ---I I - - - ~ I I ~ R /W REV. 'ru~`~ wwui~ I _ Ir'ImOPPATf h MCn SDGAktL' 77 77 1 75 - i I ftss~ 7A 7.3 72 71 70 70 69 1 69 68 ois r6x 68 I is 27 26. 00 + C=17 e --66--- - ~-v ~ . _ - _-I--. - - - - s is 10kp - -ST) ~ 22 --+48.6151 - -R - - - - ~N - To 11 64 1__. - - - Rl(,,HT* D17 y ----r---_~ 62 +40 +60 +80 20 +20 +40 +60 +80 21 +20 +40 +60 +80 22 +20 +40 +60 +80 i - - - - _ - - _ - - - - - - - - - - - - - - - - - 79 79 78 73 is I-_. - - - - - - - - - 77 77 } - 76 75 e. 4s T 1 73 40 _ I E is 68. 49 EL = 58M k. is - _ - - - - - - - } - j D[R _ 0 ph P POSED GRADE -Y-REV is 9 P 24+f 0. PI 2 7.000 _ E, is 66.68i 71 90 is k 7 VC 27 70 - - T - - - - - D as 100Ikph DS 8 kp 9 69 I 68_. - - 67 i DUSTING E #0.44 MY i 66 65 65 I Aft 62- _ - ± i - I - - - - - - - - - - j- - - - - 61 61 -r 1 1- 60 23 +20 +40 +60 +80 24 +20 +40 +60 +80 25 +20 +40 +60 +80 26 +20 +40 - p PROIECr REFERENCE NO. SHEET NO. ROADWAY DESIGN HYDRAUUCS ER _ - i - Y - - - j- - - - _._I_ - - - - --f - - - ENGINEER ENGINE _ - ¢ o p ~mnmq ~mck, CAf TAU U E 1 (0. "=OHM j N _ BL_ i - - - - - - - - - - Ell ` Irtae _ IEC Ag" 5 a f S SC ! coNSr.RIaV. -i I r f a f I ms i 4wuuu~~ R /W REV. 78 E f OU RS - OG ZZ_ . _..1 - - - - - - - - - I - - - - - - I- _ 1 MW 76 - a H + BEGiV 7 R E FYI 1 +6 r-- --1- - - _ - - - - - - - - - - - - E = T 30 C 1 LUE RESURFACING 74 74 PRO S~G -E Yi 71 i - - - - - - - - - - - 77 71 69 r- ' 00 $ / c so .o. 67 VC=2 ¦ * 8 70kh I '..8 k EXSTING - i--. C ~6ED i I +60 +80 12 +20 +40 +60 +80 13 +20 +40 +60 +80 14 +20 +40 +60 +80 15 +20 I 79 7R anit 4.9- - - - + A_ fu m 7a EL = 0 30 u - - - - - - - - - - - - . _ _ r Es-R a rN _ - - - - - - - - 76 76 t P 13+ 0.0 0 li Y 100 ¦ E)a NG G E - 72 -j-- - - - - - - - - 72 0 = 120 kpk - - - - - -I~ - - - - 72 owy- 70 +IA - PR POS D G LADE -Y2 1A 67 66 S E =705 --6S.- t Y AR lfiY E AT p 1 AA MOWN z'E- = _U -A I W_ 43 _ -t - I E a' ING E AT = 7 9 - - - } 62 PO +60 +80 13 +20 +40 +60 +80 14 +20 +40 I PROJECT REFERENCE NO. SHEET NO. An go an X709= 1 56 ROADWAY DESIGN HYDRAULIC S - -j L..- . - I - _ - - - ZQ- - - - - ENGINEER ENGINE 1 I s o io mf sxuu~~. __ZfL 78 I7 iz 1- 7I - - - - - - - - . Y8 r - - cpeC I _76 - } ~ = I------- - --i - - - ----'j'--- - - - - - - - ~ --'I'-- - - _ ONST REY t 14 fY WEB nY REV. IBEGIN QRj Of ST 10 t4 41 1 7A 7A a~ hMMOFFiTr ® EL = 77 L Dc 1= REPA F9 tNG - - - - - - - - - - s J ND GR Xq= 37' 7 8 4 1 72 d = 68+37 I 5_ P•10+0.0 )o S~ _ 1C DE E R !G - u - r - - - - - - - - - - .Il_ Il_._ - . - - - - - - - r I = 20 11 2 7. _.-j---- 70 i 69 ~ N - - EXISMISICk- _ j- - - - E - - - - - - - . l 68 4 69 69 67 + 77" X - - -T- - - - - - I a bz _ - - - - - - - - - - - y - - - - - - - 4m ~_ffl ODE -y5= PRO OS _ Et1 E r4 65 63 64 AA 64 64 63 63 63 - - 62 i _ A2 62 61 60 60 60 51 A SR 51 a t- T-] -J - -f- - - -I- - - 57 i 1 -411 1 1 x;A J;A 10 +20 +40 +60 +80 11 +20 10 +20 +40 +60 +80 11 +20 +40 +60 +80 ._fll_ -4_ S-_ 79 treeff 1 I I 79 kc A 79 79 7A 79 - _ se_. _ - - - - - - - - - I -Is add e dg Ad -drm i a - - - f 77 77 77 - 15 -Y 76-- _ ZG_ f ..7i wt 1 75 tcIV 75 7E D S ES R AC1 - 75 -Z4-. 74 - - - - _-1._.. - - - - - - -._T._._ - - - - - - - - - - - - 7.1 EL - - - - Z ! = 7 63 J- 7.1 7-1 7a M PR PO ED GRADE -Y6 72 L 71 71 71 71 70_ G . AD 70 70 - - - - F - 62 69 -Ag 68 6a E Y- >TA 11141;0.0)0 A7 ED 'RA E = 71189 - PRO SED G Y5 - - - - -.lib _ 66 - - - - - - - - . -I - - - - - - - } - - - - - - - n -b4-- - - - - - -Y-- -"E-- - - - t - 1 E = 70,,63 1 __63 63 EL = OJ 3 63 _ ..^i. - I - - 1-- - - - - - - - - - 60 - !fiC E - I 59 59 RG D~fC - - - I _ - _ 5 8 5 L t +80 12 +20 +40 +60 10 +20 +40 +60 +80 11 +20 +40 +60 +80 12 I +20 +40 _ PROJECT REFERENCE N0. SNEET N0. 86 86 86 _I.. _ . TRI X-00020 59 T ; ENGINEER ENGINEER - - I- - - f- - - - ~5.. - -i- - - - - - - - - - - - - ROADWAY DESIGN HYDRAULICS I ~ l I ~ ~I 84 84 L- -0CAI "'"ICA .00 rEl .115 I r _ - -J - 4 - - 8~. --i- - - - - I - - N se e e Ibt~b API - yC - ~0 - i r F~- ° - CONST.REV. Y WEE.n - - - - - -1 - - - - - - - - - - - - - 1 ~4.yh~ Sy 1I YII R. RE 1111111 P 14 4 11 8 111" R /W REV. F1 = 71AP-9 go 9V- ST, Wo EM A6E -7- BEAM GPy Of AL $Q INCLUDES R SU~FMNG EL = 4S - - IrIMOFPITf & NlLlla SDG,I ~ = t-" INCjWjDE RE U 6 7R 7R ~ I _~L- _ . ...-'I . _4... R _ . -f- 1Z - --1- - - - - - - - - - - - - - - z 26 76 76 76 IKNG PR POS D GRADE -Y7 I h Im RAD 74 74 74 73 72 72 . 77 ooo 79 w. :19 A - ROM SE DE 75 mm 1--F. =._ljT 2 _ j - 8- EV ST I J FF 3 RT. 70 70 n - 5 v - I2+ L 70 IP D 7Ab LIC D A 5 - - -a D = 70 ph i -H-4--l- E 4 HA -1 - DE 1GN F QU NGY = Y _ _ . CENTER L! 1Y8 R A 0 2 3 DE N NW E - Y 1 /M YE) R M5 m 64 64 64 9 25 Cm s &A i I - a ar w J2 M - - I IG DITCH - - - A3 63 63 -a- - t- -T - - - - - - - +20 +40 +60 +80 12 10 +20 +40 +60 +80 11 +20 +40 +60 +80 12 +20 +40 I R _A; 60 60 I -59 R-1 58 59 cell KO id 14-6-. 0j --57 it - - - - - - - d. 1 J oo to a ers Roc dl I I -GAAA E 50.450 ? = 12+50.0)0 2 1 54 L 79 RSUF IN V 12; 10 52 52 1 77 + 2 51 - ,TPROPOSED G RAfjf - -76 75 50 _ 49 77 Z4- - - - - - _ - - - - - _ - - - - - - - - - - -fi- 7.1 AB AR Im G GRAD m GRADE i 71 A6 71 A9 AA 44 67 A7 42 42 41 65-- AQ AD 64 6A 39-- DA-CH LE.,ERD 39 f 'AR -63 6.1 _ 37 _ _.62._ _ i.- - --1 - - - - - - - - - - - - - - - - cl, +40 +60 +80 +20 +40 +60 +80 11 +10 +40 +60 +80 12 +20 +40 +60 +80 PROJECT REFERENCE N0. SNEEi N0. x-aoo 60 j ROADWAY DESIGN HYDRAUUCS - - ! I _ __..._i - - - - - - - - - - - - - - - - - - - - - - - - - ENGINEER ENGINEER s 0 to gmcuu. - - - - - ~ ~ n .A, o~~W uRO"'w s to (L& VERTICAL CONST.REV. - e r, 15 ~Y PW tota N R /W REV. nu 54 9 - 53 I HA IdIMOFFATf A NI H01 - - - - - - - - - - - - - j ( S N 0 CY w- -In br- AN T ~---P._. } _ . _ I i ~ _ - - - _ _ - _ E a E ION 045 N I j PR POS G E -Y9- E Pr a H 5~ cr ROE A9 -449 i - - - - - - ~z - - - -AR AR _A7- ---nj A7 - - - - _ 1t- - - - - - - - - - - EX1,1 JLNg __Q& DE AA `77-r As j -Al AA 43 _L_+--.. - - - - 0 GR E -1a - ST 15 3 785 f ! _ 41 - - - I-- - - - - - - - - - - - - - - - - - - - - - - - ---IC DE ESL RF CIAG--- - - - - - - '17 T7 1 37 D C _ - - - - - - - } - - - +80 13 +20 +40 +60 +80 14 +20 +40 +60 +80 15 I I 87 flz } _ ; - - - _ - - - - 86 AA 85 RA RA _ EL r5290 -z9.- - - - -_1..-- -1 - -1.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 78 G 1- I ~ ~ I 77 -u -I -i - - - - - - - - - - - - - - - - 76 F 76 74 74 73 A +793 77 '-SL Minf/') -EL 75B& 71 ° 11 - - } - - l C 0 S 1 - - - - - - - - - - -j - - - - - - - - - - f-- - - - 70 10 Ji4 _ . ......_i_ CE ER LIE Y- S7~A I B1 - L } } 67 67 - t- I - - - - - - I - - - - - - - - - - - - - - - --I 66 66 _T_ _ f J - L--IL +60 +80 8 +20 +40 +60 +80 9 +20 +40 +60 +80 10 +20 +40 +60 +80 11 ! - PROTECT REFfREHCE NO. SHEEf NO. 74 TRI x-oa~x 61 I i ROADWAY ESIGN - - - - - - - - _ - { - - - - - - - - - ENGINEER ENGINEERS t 1 1-- - so m I T ~,tiH CAfp~~2 ~`sN~tAlO~~a O NIV r 1 I I I ~ E •i _ - Ate!//fJ{k /x6 17 1 1 • ONST.AEV. 'd I66. 93 t.._.r .-,.I:b0 - - - - - - - -I- - - - - - - - - - EE~~~~ fhfY E ~I I - - 1 - OPFATP 6 h7CNa _ l - ~ - - - - _ - I 5 b. __67 VAY E = 61. 0 _ - --f _ _ V =38 64 61 - - - INIGRi_.. _7113 Al t/d._ _ - - - - - - - _ t.. - - - - - - 60 11 n S - - / I - - - - - - - - - f4 JWSIW~ d~ PR POS D G tADE Y1 e + - - - I f I 57 56 I 56 I 55 -EADA _ 1- - - - - E = 9 0 I INCLUDES R SU f IN I - ---..-II - - I-- - - - - - - - - - - - - - 53 52 XV7 51 H4 q 10 +20 +40 +60 +80 11 +20 +40 +60 +80 84 RA I 82 IA.- kciolis Z;a) 82 I - TA g):h rd --r- --l__F_ Rn EL = 5A3 i j _.ZL F Q . .EO _1- -I f - - - ~N E -ZZ D: -W4 74 74 - - _ l . _ 73 __73 I I I f 72 v_ 72 B EGIN GR - !4- S7 1 "4 = mflf' TA IM -M r: :I,= (fill/ IN LU ES R U f IN _I 69 t- - i - { 1- - - - CEC &R UN J -R //ffi 66 EL r5162 64 { - - 62 I _61- - - _ --I - - _ _ - - - - - - - - 10 +20 +40 +60 +80 11 +20 +40 PROJECT REFERENCE NO. SHEET NO. IX-"20 P-V R/W SHEET NO. p ROADWAY DESIGN HYDRAULICS p 41T~ ENGINEER ENGINEER + P 2 arrrunr J / Y08O s~'5N CA1p7~M, TO 1 ~w Y PLANS NAD 83 15869 NC GRID CONST.REV. - _ s6 F~CINfE! • fR R1W REV. uUni i P~'P $ R hl MKOFFATT 6 MCHOL p ° 27 8 M 11 \ N O n 2t~ 10 -Y- LOOP B 16ter` 08 1~3 l1 7 $3 x~ C) ~J V 3J ~ I. o ' C 32 Jd O U ? 39 O !iS Ci7/' 506 O C) 36 05 + V- 59 17 IS 2 ! IR /„l ~I +g M 77 W~i^ ^ ~X~ 19 O l3 I6 4 9+ p 99 Q N 11 ! o -Y- LOOP D +S 0 ~ $ Qp y Ak I o -L- & -Y-REV INTERCHANGE N $ _Y4_ h SHEAR POINT DIAGRAM ,.~.R m