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Home My WebLink About20141169 All Versions_Permit Drawings_20120910DD m 7 N0 .7� L �Jy� QA L • k; • Shoot I-A For N� x of Shoots Soo Shod I-B For Convppfiono! Symbols ro STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS I' a 1 'I l "T wljl� Illl, # ''I p �11 all I ji I I o I PT► III i AA AA DEMO Tin nnA VIT n nn AD -[- STA, 231+42,77 END TIP PROJECT R-25146 0 oco INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION U l.� F 1 ! r / JJ ,r Y STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS l /I I f � �..nq, rr r r r / fr / � ,✓ % / rri /, � �( 1, � , r ,,, ,i G: f , ;,,J' ( ,,. � ! %%„ � �� ; l �j� or Wafer Manhole C�i - --- ----- RAILROADS: Wafer Meter o — -- Standard Gouge ,SA' TR Water Valve � -- --- Orchard RR Signal Milepost 0 MOT 35 Water Hydrant � Vineyard — — — Switch �uircH — — RR Abandoned EXISTING STRUCTURES; DIP RR Dismantled — MAJOR: — � RIGRT OF FA Y,' Bridge, Tunnel or Box Culvert IN Baseline Control Point Bridge Wing Wall, Head Wall and End Wall - J coNc wh � N' '23 Existing Right of Way Marker MINOR: Existing Right of Way line - -- Head and End Wall C oNC 4 �— Proposed Right of Woy line Pipe Culvert Lj Proposed Right of Way Line with footbridge �- -- ---- — Iron Pin and Cap Marker V U Proposed Right of Way line with AIN R Drainage Box, Catch Basin, DI or J8 ---- "`a - - -- Concrete or Granite W Marker Paved Ditch Gutter Proposed Control of Access line with �pB Concrete N Morker Storm Sewer Manhole . . ........ EPB hisfing Control of Access �a _ Storm Sewer Q O I� W Proposed T 1 Construction Easement , d �. � „ Propose ' -'°, . Easement Proposed fir` Pin r Permanent er l� ' d ,(� it y, I� Mar6r N K - HY261J17 91101 1 4 h cr1c i C cc -') ban r U --- Designated Power line �S,U,E.'� 0 =11 "a, Ezisfing telephone Pole + MISCELLANEOUS; �F Ufiliiy Pole � Proposed Telephone Pole Utility Pole with Base Telephone Manhole � TTTT �T� telephone Booth � Ufilify Located Object � Telephone Pedestal Ufl'4 Traffic Signal Boz Q Utility Unknown K Line 7U. telephone Cell tower Wafer Gas Oil te lephone Cable Hand Hole � Tank; UG Underground Storage Tank, Approx. loc. — � �" � VEGETATION,' Recorded llG telephone Cable � Single Tree ,W Designated TG telephone Cable � AEG lank; Wafer, Gas, Oil � Recorded K telephone Conduit Geoenviroomental Boring Single Shrub o Designated N Telephone Conduit �S.U,U� TC � Test Hole (S.U,E. j Hedge Recorded WG fiber Optics Cable Abandoned According to Utility Records AATUR Woods Line ��`'�```"'�`�"� iF° rk • , , , ,,, �„ An' ^H , End of Information EAJ. 461 SURVEY �-PROPOS[D-j Detail Showing Method of Wedging NOTE: POR PAVEMENT TYPES AID DEPTHS SEE 11EIEVANT TYPICAI SECTION 18, 6� TYPICAL SECTION N0.1 mmm7mwmHEEmT NO, PROJECT REBENCE N07 S UR TICA[ SECTION NO, I fOk: 4- STA, 12 + 00-00 TO 4- STA. 15 + 45A 4- STA, 15 +600 TO -I- STA, 17 + 50,00 USE TICAI SECTION NO. 2 FOR: 4- A 1 7 +50,00 TO 4- Sk 30 +50,00 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLETE PLANS DO NOT USE FOR UT A0011SITION PRELIMINARY PLANS DO NOT VSE F01 CONSTRUCTION UR TICA[ SECTION NO, I fOk: 4- STA, 12 + 00-00 TO 4- STA. 15 + 45A 4- STA, 15 +600 TO -I- STA, 17 + 50,00 USE TICAI SECTION NO. 2 FOR: 4- A 1 7 +50,00 TO 4- Sk 30 +50,00 � � / �i } �' � In"" 43- 241 USE TYPICAL SECTION % 5 FOk: -Yl- STk 1S +50.00 to 17+ 25,00 NOTE: RESMACI -YIA- PH I ROM STA-13+502 TO 17+14,00 I G1 � 3" S9.5B m a Dl � 3" 119.OB N� a muffimmml El 4" B25-OC E2 4.5"B25-OB E3 4.5" B25.00 B25. OB um 2 35 PRIME COATI m Aiii n`l I 71 �1 �J 7n cU f�i c� CA" fl HY261 fl19110i2012 R21 14B_Rdy_1yp crlewis2 CSD-0060.34bond it 31 —y3l I Ill m „I „�, I 4 Y 44 I —YID DR- -% —Y3E- 12' It OS 401 VAR, 9' TO 35' 61 31 GRADE TO THIS T' i TO THIS lI E N USE TYPICAI SECTION NO, 9 FM PROJECT REFERENCE NO, SHEET NO. R- 14B 2--C ROADWAY DESIGN —Y STAB 10 +1200 TO STk 1 +7r FAVEMM IDESIGN ENGINEER VAR 119.00 ENGINEER INCOMPLErE PLANS DO NOT USE FOR 0 ACOVISITIV PRELIMINARY ” ADO NOT USE E0 —Y E— STA,10+ , 0 T STA. 13+ 0,00 H� C W USE TYMCAI SECTION N0,10 R: D3 VAR, 119,OB —Y STAB 10 +1200 TO STk 1 +7r D4 VAR 119.00 —Y3D— STA, 10 +12,00 TO TA,.1 +1Om00 Y STA. l + 12.08 TO STA, 13 + ROO —Y 2D- DI STAB 28 + 55,00 TO STAR 30dMa11 ” —Y E— STA,10+ , 0 T STA. 13+ 0,00 " . OB USE TYNCAl SECTION N,11 MR: —1— STAA 1 + 40,00 TO 8TA,17 +35a USE PIAl SICTION NO. 12 P Ra f y� (NOT TO SCALE F r , u> r r I 1 r r r r r 0 1 r � r r � I , s r / � n I I I: r it t T i 1 r y r f' I I r A / t , r i 'r t so , 5H RDWY. r DWG. r PY. � 862,01, �I ! � I l j } SH Sir I DWG SHT KOPE5 i 6Y r r �NGINHRING t �Y , Fi lip I� I/ tr, I �Ir I % � 1 t r/ I r/ GRADE POINT f)�1 0.02 m r ,f I,a l f 2 BAR r AND Y 4 /- �r I. r � /I r r� cf i, i� I �' � of r J G,,, ,�i ,^✓; \(, <' r Gl p„ INCOMPLETE PLANS DO NOT USE FOR 0 AICOUISITION PRELIMINARY PLA DO NOT USE IO CONSTRUCTION ;I I r I 1. I Y DESIGN -- MJ I� uu �� TEL r i\ U� V1 HY261511911 K012 R2S 14B_Rdy_typ crlewis2 CSD -0060.34bond NOT TO 8C A14 �5EE SHEIT 14 POk PIANS� �SEE SHEETS S- TM S- FOR STRUCTURE UN51 I ��Il mil'a, "I ms � Mlllm fvE CIF, �SEE SHEET 19 MR bNSI �SEE SHEETS S- THN S- FOR STRUCTURE PMS� ... ...... . 16N0 166 X00 16 X00 170 X00 171 X00 175 X00 176 fOO 1 X0 176 X00 179 X00 180 X00 DMIM DDIMIC END ORIDGE 1 T91101201 1. Rdy�KCSM AR yperlcw-Aand — 0 i I i 1 i 1 y 'F ` !1 �1 I11�lj� �I Y! ;3 C 11 I �1 I r�C^ h l ' HY261511101212012 R- 2514_Hyd_DRN crlewis2 CSD- 0060-34bond 7 L JI I. I I I r > MK) m1m, K -1/ 7— 'Milli oil oil oil . . .... .... /J, i I 71 f 41 Z-1 4 � � ff j .... . ...... X �4 1;m !I Rcp WEYERHAEUSER CO, H 310 PG 215 _R 3021 PG 650 l it m IM r 0 r W TREE �APM + + 4 `"o0 IT 0 > 0) J 111-7 PROJECI REFERENCE NO. `,---t HET 0 1! SHEET NO. J ROADWAY DESIGN HYDRAU11CS,' ENGINEER ENGINEER 1. ... ..... ...... INCONIM PLANS DO NOT,,/U,$E 'FOR TRELIMIN RT, "PLA I NS DO NOT USE, F01 CON51RUCTIZ 0 TPE[ tl 0 0 0 T'l f III DS R/W ON --=LTL T [0 -, -- - - - - - - - - -- 4 X, vt t IT -F - — — — — - _ate 4- Via- T77 ElviZE 77— 0 0 - - - - - - - - ��,,�,vvvvvvvvvvv�lvvvvvVVVVVV,%A�IW uFl- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ZkA ... .. . .... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 077, u ----------- --------- ........ -------- ...... . .......... . . ....... . ------- --------- ----------------- . .... ... .. .. 4INi, — — — — — — — — — — 7� V F F C ...... .. ), ... 7 ..... ... 4 ` S�w I XIS w �\r - ww IJ x G R/W N WEYERHAEUSER CO, H, 110 PG M DE IM PG 650 MORTON N 4 Mb PG H 'G 200\ K", EY� OUR' 'G 79? H 10 PG 2d 7E FARM 061 7 PG 65O -RE M G 2 II 14 THE [0 4, J -'A V10 /110 ZI N 50140911 E v . . . .......... . 4� 3"N 4, BONNIE ADA61" 21 1B 121 PG 601 i4 OB 755 PG 1311 OB I221 Po 1061 z DB 21K PG,� 64� A s ET 4 FOR E PPT,,t�L FE SHE \V/ -A FOR Y 4 TURN O� AIL, SEE 'HEET 2 Eo E 61-ANO p 'HY26 117 101 12012 R-2� I 4—Hyd—DRN cdewK CSMAI60-34bond PRQIECI' HE CE NCI SHE NQ. � SHEU NO. J UDWAY DESIGN HIDRAUUCJ ENGINEER ENGINEER I �I r R I I ► ` I UK; ii PLANS II P , MI RIB; �,, jP AN I DO NPT U,2,' rIDI �' "T RUC ii {'TION j III r , III I � I 001, I III r . I,� r I , J 1 �•Idr j� ... � 1 � I f V I WEYERHAE 0 M. 08 310 PG 245 � '�� •`•� '� I r BB 3M4 III MB 2 PG 26 TPH `� �' III � �•, , '' � •, � u , ,t �h IK,. r III' r1 "? II I{III r P„ � � I � \ � —1 7#0 �,7 a e urm r ' "d 0 � 0 i s I r,�:.._.,....,,�._._�. � It�i�l ''!. �- 4,,11,,..: � r�..,�!k r.�_...,i '^,. p .,� >.� �,_....J� � .,�� r•��l `'\ %' 11 vo?mw;md. 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I ra � N, � �� II ,�• SEE �HFETS 24 -25 FOB' I PR .III 2 A FOR Y A� � TURN DETAIL CCNCHFT ^ ll� Ld , ' l; PROP, F A2F�IFfr "PFYOV� 4} HY261 T1012012 R -2f 14 — Hydd_DRN crlewis2 CSD- 0460.34ond PROCT UPERINCI NO. HE NO. vv 7 R-2514B_ RIB SHEET HYDRAUUCS ROADWAY DESIGN ENGINEER 0 I � � I " 11 ( � I v � iA \ � f � I � I V \, I ENGINEER v INCOO Rt E PL,�VS D'o T USE Fii u", ItillN '\PREL1Y11NA,,Y PLANS i To"NOT USE` F011 CIOMT'RUCIUN A % 6 WPENEUSEF ] D B B P G 245 30 ( V1T G 650 A V r 0% V J V 01 ......... .. A A F A A F q 00 F 00 00 .Ire I �z, 00 1N 0 op G •� \ \ V vxy � i !r1 Ili 1 ° : ' A it�J / 1 1 I �/ % 771 Ul x 0 00 A 00 T- 0 N, 0 A'N 0 0 I TPEE F0 0 'j N =1 • AEN JOIN 5 HEIRS, ET h M R F ✓ .3. t k L RUEUSER C 0. �,Io PG m N fAVIll ; �.� f\ 3027 PG 650 M� PG S 7 fT II � SEE SHEET 25 11 -L- FROFi'LL 44 SH IET 32 FOR ;)-4 Z SEE' SHEET 35 r OR -N D -�EE SHEET 2-A FOR YDAN TURi I DETAIL HY261 1, 71 CID 12 R-2� I O_H�d_DRN crlewis2 CiSMAR-Aond 00 !7 0 A" ` it '�. I 40 "I'A I Vii, 0,111i A II WEkRHA1UKP M OB 310C M DB�M PG 650 2 P N N, -4 "k X, N, '3 Vw, All V L/ A R v ve TODD N\ DEXTER MUMS i" DB1190 PG F �LbO WEYERHAD� Co. PG N� 06 30 \?\/�G 0 TREE FOil MB 2 PG 26 HY261�1111212012 R-2514B_Hyd_DRN crlewis2 CSD•0060-34ond b�> am WLB - mm 1 06 � I PO a. 0 ............ I r� rF, WERS, B 1335 P61119 �6 � �J Nm m \V1 // AP RIGGS, 4182 OB 1156 PC 8 MB 30 PC 8' mm 6v SUDI 6-211 mm r� „ / \11—TROJI1�6 111"INP-1. _1,-H5 NO� R-25148 \` 9// W SHET NO. �✓ 7 ENGINER INCOMI DO NOT Bi F09R �IW ApCOUUIARTNIONS P�EIIMINARY PL, S DO NOT USE FO I CONSTRUC ON 0 X'X Z, oP 0 , 381 SEE SHEET 26 FOR -L- FRYi E SEE SHEET 34 FOR -0- PROFILE III � , e ..... ..... Ile m. LAPRI �� y il I 1� kin W) or 07 C lqle -didlM mll 30 & JOIC R P 213 PG 2� 1-01� 16' Vol 7 0 0 s 39 @0 m I lw I I L2 9 L, SEE SHEETS 26-27 FOR -t- FFF E SEE SHEETS 33-54 FOf -0- PROFILE SEE SHEETS C-i THRU C-? FOR CUIVEF PANS PROJECT REFERENCE NO. SHE NO. 10 R-2514B W SHEET % HYDRAULICS ROADWAY DESIGN E INEER ENGINEER I OMPLE,rE PLANS 'OT USE FOR 0 ACQUISITION Pi p% � -RY PLANS ,T�T , , 0', CONSTRUCTION s 39 @0 m I lw I I L2 9 L, SEE SHEETS 26-27 FOR -t- FFF E SEE SHEETS 33-54 FOf -0- PROFILE SEE SHEETS C-i THRU C-? 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MII.I.S sib, / 1'x DE f 86 PC 287 RANDY ROY PARKER W PC Q SLID C -30 1210 PG 147 o Q K nAv o, inyrr P PARKER LL —' -11-1-11-� < DB ?Y3 P 7 V) F �J d �V . � I ""I � y � i � I' ,� 6 p� � � ��Q �`.�- W J � � ;I , , '� r d I� �, Uf , .. .... . ... ... ...... ... 405 01� I 32 PC 652 5 iI Jj [F7 �� FOR v FEFIE SH L A'��'[c S EF7 EF) 5FOR PROF L 1A ME I III NININME I I I NORM HY261 S 1111212012 R•2516_Hyd_DRN crlewis2 CSD-0460.34ond � � � � � � �� 11 ��I r� �. m EROIEGT HEM NO SHEET NO. N HIM 11 111 1 R -2514B 24 m ROADWAY DESIGN HYDRAUZ 90 ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 80 PREL��i RAY NS §TPa BEGIN GRADE -L- STAA15 +45,00 70 EL- 45X IIIIII HIM 70 60 PI= 23 +1oD0 EL = 4592' 60 Pi= 21 +app EL = 46,91, vc = Ila vc = 2�a K °201 50 7 111! 111111111! 111111 K: 2m 50 40 40 I Hill 111.1 1 Hill I Hill I Hill 30 30 20 20 10 10 0 0 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 90 90 BY12 ELEVATION - 4583' N 410544 E 2522312 BL STATION 28 +06DO 5P LEFT -L- STATION 33 +29.80 IU6 LEFT 80 RR SPIKE IN BASE OF I? PINE 80 70 70 PI- 23 +1000 PI= 32 +50.00 60 EL - 4592 11 IF Hill PI= 30+65DO EL = 41,45' 60 VC - Ila EL -48DI' VC -11a K =201 VC - V K =282 K =331 50 50 40 40 Ill 11 HIM 11 HIM 1 11 30 t t 30 m HN d m 6 20 20 T m d 10 449 10 �o �u Hill No N3 � 'o 0 0 0� 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00 m EROIEGT REEERENGE NO SHEET NO. N HIM 11 111 1 _ _ R -2514B 25 m ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER 1111111 11,11.1 111 1111111111111 1 11 1111111111111 1 111 111111111111 Hill IIIIIIIIIIIII HIM INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 80 PRELIMINA R PLANS Hill IIIIIII AY §T 10 10 60 60 50 111111111 WIN 71111111 11 50 1 1-1 1 Hill I Hill Hill 40 40 30 30 BY15 ELEVATION - 4565' N 411615 E 2523676 20 BL STATION 45f3360 59 JT 20 -L- STATION 50 +66,02 05' LEFT RR SPIKE IN BASE OF I? PINE 10 10 0 38 +00 0 39 +00 40 +00 41 +00 42 +00 43 +00 44 +00 45 +00 46 +00 41 +00 48 +00 49 +00 50 +00 51 +00 52 +00 90 90 80 I Hill 80 PI- V5.00 EL - 5413' VC - 200' 10 K = 333 PI= 66 +8000 10 EL - 511r VC =500' K = 418 60 60 1 11 11 11 Hill 11 MITI, toHill 1.111111 1. 11 11.11 1111111 Hill 11 Hill iiiiiiiiiiii I III 50 50 Hill HR I Hill. 11 Hill 11 .11 Hill 40 11111111 1 11 1111111 F7 III 1111 FI 11111111 I'll''' I I'll, 11 111 11 I'll I'll 40 m 30 tl 30 I, 111111111111111111. m 20 20 m d 10 10 �o Lo No N3 � �� 0 0 0� 52 +00 53 +00 54 +00 55 +00 56 +00 51 +00 58 +00 59 +00 60 +00 61 +00 62 +00 63 +00 64 +00 65 +00 66 +00 m EROIEGT REEERENGE NO SHEET NO. N HIM 11 111 1 R -2514B I 26 m _ _ ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 80 PRELIMINA R PLANS AY §T 70 PI = 66+8000 70 EL = 5171' VC = 500' K 4l8 60 PI = 19+100 60 PI =13 +8000 EL = 4668' EL = 42B VC =135' VC = 395' K = 255 50 K =162 50 11111111 11111 1117 40 111111111 11111117 40 Hill I Hill I I I III Hill I Hill I III IIIIII I I 1 11 1 1 1 1 T 30 30 BY 18 ELEVATION - 43.48 Hill IIIIIIIII N 412956 E 2525166 20 BL STATION 64 +9100 54'LEFT 20 -L- STATION 6HO9 85161'LEFT RR SPIKE IN BASE OF ?PINE 10 10 0 0 66 +00 67 +00 68 +00 69 +00 70 +00 71 +00 72 +00 73 +00 74 +00 75 +00 76 +00 11 +00 78 +00 79 +00 80 +00 90 90 80 80 70 70 PI= 86WO IIIIIIIIIIIIIIHIL 60 EL = 4876' PI = 94 +2500 60 VC = 200' EL = CO' K = 334 VC = 445' 50 K = 246 50 I HIM 40 40 Hill 1 11 111 1 III 111 11 1 Hill 30 30 m 0-14 (D m 20 Hill 20 m d 10 10 WU m� No 1111 Hill 11 111 Lim Hill Hill a3 03 0 0 0� 80 +00 81 +00 82 +00 83 +00 84 +00 85 +00 86 +00 87 +00 88 +00 89 +00 90 +00 91 +00 92 +00 93 +00 94 +00 11H m EROIEGT REEERENGE NO SHEET NO. R -2514B 21 m ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER BY 50 ELEVATION - 30J6' N 416479 E 2525138 INCOMPLE E PLANS BL2 STATION 50 +83,00IFR10HT Eo NET NE ENN /W ACQUITION -L- STATION 101 +11,03 U516HT PRELIMINA RYP La NS RR 10 SPIKE IN 24'0U�4 TREE �§T 60 PI: 94 +25,00 0 EL - 4690 VC - 445' K = 248 PI= 108 +OOAO 50 EL = 39J4 50 VC: 350 PI 100450 K = 253 EL = 3249` Hill III Hill VC = 550' 40 K =182 40 111111 1111 --- 117111- 1 1111111 T 1177 -1 L.I.LL;" -0-0111"T 7 111 11111111111111111 11 30 30 111111111111.01111 1117777 1117 1 1 111 1111111 11 1177 11711 1111 20 20 10 10 0 0 -10 -10 94 +00 95 +00 96 +00 97 +00 98 +00 99 +00 100 +00 101 +00 102 +00 103 +00 104 +00 105 +00 106 +00 107 +00 108 +00 10 t A 70 -Y2- OVERPASS 60 60 ........ PI = IOB +00,00 iiiii iiiii iiiii 111111111111111111111111 1111 Hill EL - 39J? 50 VC = 350 Hill 11 111 50 K = 253 Hill 40 40 777111111- lillill 11-1 '77" 1 11.1 Hill 30 11. 30 20 20 m 111111111 11 Hill m 10 10 m d 0 0 mo m a,m No N3 � �� -10 -10 w� 108 +00 109 +00 110 +00 111 +00 112 +00 113 +00 114 +00 115 +00 116 +00 117 +00 118 +00 119 +00 120 +00 121 +00 122 +00 m EROIEGT HEM NO SHEET NO. N R -2514B 26 m _ _ ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 10 PRELIMINA R PLANS La NS AY §T 60 4M 4M 60 50 50 40 40 Hill 30 30 Hill iiiiii Hill 11111111111 20 20 10 10 0 0 -10 -10 122 +00 123 +00 124 +00 125 +00 126 +00 127 +00 128 +00 129 +00 130 +00 131 +00 132 +00 133 +00 134 +00 135 +00 136 +00 50 50 BEGIN BRIDGE END BRIDGE -L- STA3??fU +/ -L- S oIllIu +/ 40 PI :140 +5oA0 PI: 144 +70,00 40 EL : 24i4' EL = 3s VC: m VC = 340 PI =150 +15D0 K :298 K = 250 EL - 218 30 1111111111 111 11111111111 1111 111111111'77777 1 111111111 VC - 220 30 K �e 20 7 11 111 JFFT�7 11 11 1 1111111 Hill 11111111111 11 11 11111111111111 111111,11 1 111177 20 Hill Iiiiii I Hill Hill Hill I I 111 11 Hill Illie TIIIIII"Il. .-1 0 T 11 17, 11 Hill 1111111 .1111111 1 1111711 III Hill 10 10 Hill 1111111 11 BY 53 ELEVATION = 20.01` N 420521 E 2526727 82 STATION 95401D0 259'RIGHT STATION RIGHT 0 RR SE 1 I? GUY TREE 0 m a m -10 -10 m d n toll -20 -20 mo m� a,m a� -30 -30 w� 136 +00 137 +00 138 +00 139 +00 140 +00 141 +00 142 +00 143 +00 144 +00 145 +00 146 +00 147 +00 148 +00 149 +00 150 +00 m EROIEGT REEERENGE NO SHEET NO. N R -2514B 29 m _ _ ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 50 PRELIMINA R PLANS AY §T 40 40 P1- 150+75M PI =164+30x0(1 lill I EL - 2178' EL - 25N VC - 2N VC = 200' 30 K =198 K =226 30 20 20 10 10 0 0 —10 ON —10 -20 -20 —30 —30 150 +00 151+00 152 +00 153 +00 154 +00 155 +00 156 +00 157 +00 158 +00 159 +00 160 +00 161+00 162 +00 163 +00 164 +00 BM 54 ELEVATION :14,49' N 4922935 E 2527612 60 BL2 STATION 120J7 207'RIGHT 60 -L- STMON 110 +55,85198,41 RIGHT RR SPIKE IN 20" GUM TREE BEGIN BRIDGE iiiiiiiii Hill 50 -L- n f?? ��. 50 Hill .111, Hill 11111111111 1111 11 11 111111 111111111111 PI.96 300 40 EL = 25S 40 VD -2T K = 228 .6 11 im MM III Ill 111111111111111 Ill IIIIIIIIIIIIIIIIIIIII1111 Ill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI 111112 =P� 77 111 30 1".60 1901 30 '71-11 -11111 111111 20 20 10 10 m m �0 0 m d —10 —10 �o m� N� a3 m� -20 —20 w� 164 +00 165 +00 166 +00 167 +00 168 +00 169 +00 170 +00 171 +00 172 +00 173 +00 174 +00 175 +00 176 +00 111 +00 178 +00 m Rol REEERENGE NO SHEET NO. N R -2514B 30 m — — ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 10 PRO PLANS DYsT END BRIDGE I. NOT USE U 60 P1- I80JODO 0 EL = 4599 VC = 560' PI= 1 81�I000 K = 249 EL : Mr 50 VC - 350 50 K - 256 l4v 111111111111 111111111 I'll, MC AIIIIII 1,:I I 1 11 Hill 40 40 30 Hill I Iw 1 11 1 Ill Ill I I IIIJ.LI,O "1 '71111 -4 --6 10 WO 7 7 171 30 IIH FU 20 BY 39 ELEVATION = 3128' 20 iiiiiiiiiiiiii Hill N 424814 E 2528215 BL STATION 201 +189 168' RIGHT -L- STATION MIX 42594' RIGHT BY 55 ELEVATION - 38.11' RR SPIKE IN BASE OF 15' PINE 10 N 423693 E 2521182 10 82 STATION 128 +23,00163' RIGHT -L- STATION 178423.731672Y RIGHT 0 0 Hill 11 111111111 11 -10 178+00 -10 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 10 70 60 60 PI =198 +35!10 EL = 43 .18 PI = 201 +50M VC = 234' EL - 41,16' PI= 205+4Q00 50 K - 249 VC -110' EL - 31,58' 50 K =614 VC =320' K =182 40 40 I I J 17 "1111 60111 11 1111 117-11 P.,11 LILIIIII Hill ll 11 Ill 11 Ill 11 Ill 101007 1111111"1 1 Mill I I II-f 11 7`111 Fl III I TM I'T 30 30 20 20 10 10 m d 0 0 mo m a,m _i —o a3 m� —10 —10 w� 192 +00 193 +00 194 +00 195 +00 196 +00 197 +00 198 +00 199 +00 200 +00 201 +00 202 +00 203 +00 204 +00 205 +00 206 +00 EROIECT REFERENCE NO SHEET NO. R -2514B 31 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE FOR /W ACQUISITION PRELIMIN RY PLANS DD NDT US9 FO DONSTRUCTION 30 PI= EMU 1 Ill I Hill Hill 11 Hill I 1 30 iiiiiiiiiiiiiiii EL = 44,42 VC =410' PI= 218 +1500 PI =105 +4000 K = 249 = EL 3894' 50 EL = 3156 VC = 215' S0 V C =320 20 K =191 K =182 20 40 40 10 10 TII Ill 11 11 1 Ill I Hill 11 111111 11 Ill I Hill 11 Hill 11 11 11 11 11 1 11 11 1 Hill 30 1 Ill I Hill Hill 11 Hill I 1 30 20 20 10 10 0 0 -10 206 +00 -10 207 +00 208 +00 209 +00 210 +00 211 +00 212 +00 213 +00 214 +00 215 +00 216 +00 217 +00 218 +00 219 +00 220 +00 PI = 11 +7540 EL = 5059' VC =160 K P I =14 5 1 EROIEGT REFERENCE NO SHEET NO. m 50 EL :4,45' VC : 29 =141 iiiiiiiiiiii 771T R -2514B 32 ROADWAY DESIGN HYDRAUZ m ENGINEER ENGINEER 90 40 INCOMPLE E PLANS DO NUT VSE PUN /W ACQUISITION BEGIN GRADE 41- Sra10+47PI- 80 -t- sra5P795,EL= 49J0 40 PRELIMM RY PLANS DO NOT USE FO CONSTRUCTION END GRADE -YI- STA17 +2540 FI : 41 iT PI = 11 +7540 EL = 5059' VC =160 K P I =14 5 1 50 EL :4,45' VC : 29 =141 50 50 iiiiiiiiiiii 771T 40 40 30 30 20 20 10 10 0 10 +00 0 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 22 +5540 ELL 64J1' 645' 64 N P, 20 m d 10 ov ,I 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 BM 51 ELEVATION 41,48' N 411192 E 2525690 EYA STATION 31 +26,00 7 LEFT 12- 25 +95921197'LEFT RR SPIKE IN TWIN 24' GUY TREE �VIDuEXDD GrIE �IpED FOR SAG Vt. AEaNHM BY 52 ELEVATION - 2923' N 411260 E 2526222 EM STATION 38 +51,00 FRIGHT -Y2- STATION 33 +29,19 91.43' RIGHT RR SPIKE IN 30" HARDWOOD TREE m M m d m N r< 00 a� cd ;IN GRADE -0- STAID +1215 = 4565' Hkiiiiiiii Hill PROIECT REFERENCE NO SHEET NO. R -2514B 33 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION PRELIMIN RY PLANS DO NOT USE EO DONSTRUCTION PI= II +6580 PI- 21 +30100 EL - 389r VC: 200 PI =16 +95,00 EL - 4255' PI: 23 +50,00 EL : 38Ar 60 K =52 EL -361 VC =120' K =39 VC - IV TT77TT77 1111111111111111111111 VC =160' K -5l K =131 IIIIIIIIIIIIII 50 iiiiiiiiiiiiiii. Hill 40 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 m PROJECT REFERENCE NO SHEET NO. R -2514B 34 m ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER INCDMPLE rE PLANS DO NOT USE PUN /W ACQUISITION PRELIMINA RY PLANS DO NOT USE FOI DONSTRUCTION 10 PI= 31+05,00 Mill 111 11 III H EL - 412 60 pl. Max aPI= Vc - 13a K ° 65 60 2RD0 EL - 3950' E1 =311a VC =100' VC = IOa PI= 28 +95(10 K : � 50 K = 293 EL 35 = 52 50 VC = IOU PI= 31 +35m K : EL = 31,48' VC =195' 40 K 50 44 11 HIM I Hill 11 111 1 1 Hill Hill I Hill I Hill 11 111 Hill 1 11111111 1111 11 11 ,.,11 111 A -.1.11111111 40 Hill 30 30 1 1 1 1 11 Hill 111111111 111111 1 1 Hill I 1 11 20 20 10 10 --- 0 24 +00 ---- ------ 0 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00 IT 1 11 NO GRADE -Y2A- ST,443+OOD0 L= 4155 70 70 60 P1:3gfp000 PI = 42 +5000 60 EL = 3911' EL = 40N 1 VC =5' VC = 15' 50 K =59 K6 50 40 71mm 40 IiIFF-WiTiOloo-ol '71 Tr lill lill lill lill lill lill lill Ill. liff foil-C 11111111 1111 30 111 Hill 30 20 20 m d 10 10 mD m� oz, 03 m� 0 38 +00 39 +00 40 +00 41 +00 42 +00 43 +00 ;IN GRADE -Y2B- STA 10 +1200 4914' 10 PI: ro +45,00 -Y2C- Sto,10 +1240 I Hill EL : 5046' If ........ ...... VC : 60' 60 K °T PI :12 +501 EL : 4159 VC : 40' 50 K :10 P1: 1402? U Grade 40 Hill I -Y2C- Sta,13 +60,00 III I EI,2920' K ` 5 I: II+ PI =13 +35,00 L = 2816' EL : 281r 30 C :100' VC : 50 K :13 K:6 20 Hill 10 0 Mill 77 T Hill I 10 +00 11 +00 12 +00 P, d m d m N r< i ,o a� „m a 2B- GRADE -Y28- ST JIAT SIN GRADE -YIA- STA,101,00 4TJY PI =10 +85,00 EL : 5111' VC- 140' K :14 PI :12 +5000 EL - 452 VC =180' K : 44 10 +00 11+00 12 +00 13 +00 Be910 Grade -Y2C- Sto,10 +1240 I Hill P1: 1402? U Grade EL :4018 -Y2C- Sta,13 +60,00 EI,2920' K ` 5 I: II+ PI =13 +35,00 L = 2816' EL : 281r C :100' VC : 50 K :13 K:6 10 +00 11 +00 12 +00 EROIEGT REFERENCE NO SHEET NO. R -2514B 35 ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER IIIIIIIIIIIIIIIIIIIIIIII IT Hill I INCOMPLE E PLANS DO NUT VSE PUN /W ACQUISITION GRADE -YIA- STA,13 +50,00 P Do NOT usE ro OY T RUCTION m EROIECT REEERENGE NO SHEET NO. N R -2514B 36 m ROADWAY DESIGN HYDMUUCS 20 ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE PUN /W ACQUISITION PRELIMINA RY PLANS DO NOT USE FOR DONSTRUCTION 70 L L: BEGIN GRADE -Y2D- STa10 IX EL= 36 60 PI = 23f10.00 EL =4045' 60 P1 =12+6000 EL = 4131' PI -15 +35.00 EL = 4220 PI = 20 +0000 VC =150 VC = EL = 36,34` VC =120 VC =150' PI =10 +85,00 K - 32 K =115 5 K =19 K =60 50 EL = 32aa 50 VC -15' K - II 40 1 1 1 1 1 Hill I 40 I I I 11, L 11 7 LQW 77111 1 11 111111 1111111 111 11 1 1 1171 M 1 30 30 20 20 10 10 0 0 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 iiiiiiiiiiiiiiiiiii . . . . . . . . . . . ND GRADE -r20- SiA 30 +55 60 L= 25ar 60 PI = 26f00A0 EL = 35Jr PI: 28400.00 VC =150 EL = 34,48' 50 K � VC =165' 50 K 46 PI= P25.00 EL = 25F VC = 60 40 K :15 40 1111 17M III I 1 1111111111111111 4-W:fT"fth66 30 III 30 11117 I'M III 1111111 .1 M& VIIIIIII IIIIII 20 20 m d 10 10 mD m� #Ei OC m� N 0 0 w� 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 PROTECT REFERENCE NO SHEET NO. IIIIIIIIIIIIH R -2514B 37 IIIIIIIIIIIII ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER [NCOMPLE E PLANS DO NOT NE PUN /W ACQUISITION PRELIMIN RY PLANS DO NOT USE FO DONSTRUCTION Begin Grade S1o,10 +12A0 -Y2E- Erl Grade EI,43�1' S1o,14 +6 §,00 -Y2E- 40 1111 111111 11111111 T I F= ITM 7711111 EI,41,53' 11111 111111 PI= IO +SOHO EL =EL PI =12+00,00 5A0 -4014' VC -150' ' F:- K =41 40 40 1111 111111 11111111 T I F= ITM 7711111 11111 111111 30 30 I-V 20 20 10 l0 0 0 -10 10 +00 -10 11 +00 12 +00 13 +00 14 +00 15 +00 �2 m d m N l ,D GRADE -Y3- 9Aa10 0 36,31' PI = II +95m EL = 3610' VC = 280' K =49135 MPH) 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 GRADE -Y3- M7430D0 9946' PI= 25+50a EL - 4024' VC - 385' K 80 0 24 +00 25 +00 26 +00 27 +00 28 +00 BEGAN GRADE -Y9A- Sra104X u P : AQ?, 20 m d N 10 ,D EROIECT REFERENCE NO SHEET NO. R -2514B 38 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER [NCOMPLE rE PLANS DO NOT NE FOR /W ACQUISITION PRELIMIN RY PLANS DD NDT US9 FO OONSTRUCTION 44 20 1 44 10 1 M 70 1 4fl 60 1 44 50 1 M 40 1 4 30 1 M 20 1 A 10 1 0 116 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 T PROTECT REFERENCE NO SHEET NO. R -2514B 39 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE PUN A ACQUISITION PRELIMIN RY PLANS DO NOT USE FO OONSTRUCTION PI - 25 +5540 EL = 3151' VC = IN 40 K =61 0 iiiiiiiiiiiiiiiiiiiiiiiiii 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00 GRADE -Y3A- ST 3595' 30 20 m d N �l 10 0 38 +00 39 +00 40 +00 m �2 ID m d m ,IN GRADE -T- STAID +M 4196' PI - IOU EL =4110' VC =15' K =25 38 +00 39 +00 40 +00 ;IN GRADE 43C- STA.&I,00 48.18" 1 =10 +55110 L = 4914' C =6d K =11 EL - 369 VC IF K 26 PI =131DO EL - 35Y VC =150' K 22 GRADE -T- ST 200M PI -14 +15,00 EL = 36.9 VC =125' K =61 PI: 16425.00 EL - YX VC = IN K% GRADE -Y3C- STA18 +10,00 3859' 1 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 1 ERoaT REFERENCE NO. SHEET NO. R -2514B 40 ROADWAY DESIGN ENGINEER HYDRAUUCS ENGINEER E PLANS A EQUATION_ RY PLANS OONSTRUCTION INCOMPLE DO NOT URE PUN PRELIMIN DO NOT USE FO 1 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 1 70 PI - IRS 60 EL = 4513' EROIEGT REFERENCE NO SHEET NO. VC ° 50 K =13 Pl- 1070M F-F EL = 3193' 50 VC =15' K -14 40 30 R -2514B 41 20 ROADWAY DESIGN ENGINEER HYDRAUZ ENGINEER 10 0 10 +00 11 +00 12 +00 INCOMPLE E PLANS DO NOT NE PUN /W AWUI§ITIUN PRELIMM RY PLANS BEGIN GRADE -)`B- STA,10 +1200 DO NOT USE FO WNSTRUMON EL= 45,93' 70 PI - IRS 60 EL = 4513' VC ° 50 K =13 Pl- 1070M F-F EL = 3193' 50 VC =15' K -14 40 30 20 10 0 10 +00 11 +00 12 +00 GRADE -Y3D- UXY - E_