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Home My WebLink About20141169 All Versions_Design/Maps/Site Plans_20120607PI =DIM EL - 37N VC - 75V K =121410$ ) 70 PHI BMl3 ELEVATION = 26.14' N 456740 E 2528046 BI STATION 5- 00166' LEFT RR SPIKE IN 8" MAPLE PROTECT EEC NO SHE NO. R -25140 34 ROADWAY DESIGN HYDRAMCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON PI= 310 +4040 EL = JOY VC =a K =167 (OS ) 70 #PH) BM14 ELEVATION = 29.52' N 458745 E 2528683 K STATION 25 +45 251' IEPT RR SPIKE IN 13" PINE SEE SHEET 5 MR UN VIEW 311 312 313 314 315 PROTECT REREBI NO SHE NO. 6 R -2g14D 35 RoaowAr uESICN HroRauucs � ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACOUISUMON PRELIMM. RY PLANS DO NOT USE SO CONSTRUMON PI= 320+6500 EL - R3 VC =1,450' K = 24 (OS ) 10 MPH) —L- 601 01711111 111111111 1 60 ff 30 110 20 2L BM15 ELEVATION = 28.34' N 460015 E 2528423 BI, STATION 36 -45 941F RR SPIKE IN POWER POLE (GB 08� Off BRI FARM COOP ROAD ASR 1338 SEE SHEET 6 FOR UN VIEW 315 316 317 318 319 320 321 322 323 324 325 326 327 328 PI = 329f8000 Hill EL =3135` VC =0 K - IB8 fDS )10 MPH) 30 TTT7777r N 11111111 111111111111111111111179 0 Q 20 20 o' lip BMl6 ELEVATION = 24.59' N 461108 12529406 h STATION 50 +12 401' IFT N RR SPIKE IN PM r' 00 o� N OO N3 SEE SHEET 6 FOR PU,21 L Zo 0 N 328 329 330 331 332 333 334 335 336 337 338 339 340 341 00 'ROW REREBI NO SHEET NO. 6 R -2g14D 36 N RoaowAr uESICN HroRauucs � ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACOUISUMON PRELIMM. RY PLANS DO NOT USE SO CONSTRUMON -L- PI= 345+000 EL - 23,49' VC =600 K =990 IDS > 70 MPH) will 11111111111111 1111111111111111 20 7 77 11 1111 Will I I 1111 1 .11111111,11111 1 1 1111111111111111111111111 777=71 P�ESHEET 1 FOR UN VIEW 341 342 343 344 345 346 347 348 349 350 351 352 353 354 '50 50 PI = 365+0000 EL = I1,48 VC = 400 K =588 (DS > 70 IIPH) N 0 Q T III 1 11 ITT[7-77r7 0 , pl N N 00 0 N OO N3 414�8�HEET 1 8 FOR UN VIEW jo -�Tq 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 00 BRIDGE HYDRAULIC DATA DESIGN DISCHARGE CFS DESIGN FREOIENCY IRS DESIGN HW ELEVATION FT BASE DISCHARGE - CFS BASE FREOUENLY - IRS BASE HW ELEVATION FT OVERTOPPING DISCHARGE = CFS OVERTOPPING FREOUENCY= IRS OVERTOPPING ELEVATION = FT - FT DATE OF SURVEY = UELEVATION AT DATE OF SURVEY FT BM18 ELEVATION = 9.42' N 464319 12530558 B1 STATION 85 +1312T RIGHT RR SPIKE IN GUY POSE IM RROIECT EEC NO SHE NO. R -25140 3l ROADWAY DESIGN HYORAUHCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS DO NOT USE FO CONSTRUMON SEE SHEET 9 POR UN VIEW _ _ 368 369 370 371 372 373 374 375 376 311 378 379 380 381 382 BRIDGE HYDRAULIC DATA DESIGN DISCHARGE CFS DESIGN FREOUENCY = IRS DESIGN HW ELEVATION = FT CFS BASE DISCHARGE - BASE FREOUENCY - IRS FT BASE HW ELEVATION OVERTOPPING DISCHARGE = CFS OVERTOPPING FREOUENC -- IRS FT J 50 OVERTOPPING ELEVATION = FT - DATE OF SURVEY - WS,ELEVATION FT AT DATE OF SURVEY RROIECT EEC NO SHE NO. R -25140 38 ROADWAY DESIGN HYDRAMCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON W21 ELEVATION = 33.42' N 467195 112530541 B1 STATION 113 +09 225' IFT RR SPIKE IN 8" PINE PI = 4160DO EL - ME VC - W K =293 (DS ) 70 MPH) iiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiIliiiiiiiiiliiiiiiiiiliiii ii 811 HE 12 MR UN VIEW 418 419 420 421 422 PROTECT EEC NO SHE NO. R -25140 39 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON PI - 428 +60,00 EL = TBf VC -125V K - X IDS - TO MPH) PI= 446 +451 EL - 3615` VC In K - 412 IDS > TO MPH) SEE SHEEP 14 POR PLAN VIEW 435 436 437 438 439 440 441 442 443 444 445 446 447 448 PROTECT EEC NO SHE NO. R -25140 40 ROADWAY MION HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON 8M23 ELEVATION = 34.11' N 472107 E 2531171 B1 STATION 162 +62 181' [FT RR SPIKE IN 16" GUM PI= 465 +5000 EL - 42S VC -- 600' K - 961 IDS ) 70 YPH) BM24 ELEVATION = 37.13' N 473971 12531906 BL STATION 182 +52 41' LEFT RR SPIKE IN H -POLE SEE SHEET 16 POR PLAN VIEW 461 462 463 464 465 466 467 468 469 470 471 472 473 474 PROTECT REREBI NO SHE NO. 6 8-25140 41 RoaowAr uESICN HroRauucs � ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ADOUISITION PRELIMM. RY PLANS DO NOT USE SO CONSTRUMON -L- PI = 41640040 diffliffli EL - Ms VC = 500 K - 8% IDS) 70 YPH1 17 1 $EE SHEET 11 fOR M VIEW 474 475 476 411 478 479 480 481 482 483 484 485 486 487 488 PI - 4240 PI: 942540 EL - 4316 EL = 4158" VC - 200' VC =1450' K = 304 f0S) 70 IIPH) K =157010$ ) 70 #PHJ ..l .66166 1 *W 1-001 0"# 111 1" ri Ill 1 111111 1 7 1771 71`11111111111111 0 0 Q T 0 T EEEVATION = 37A8' 16 12532883 0 ° ON 203 -40 45'11F rSRUPIIK� — IN H -POSE N H' T77 T7TTTT 0 1 11 11111 �:Iiij N3 SEE SHEET 18 fOR PLAN VIEW Zp .#u jo 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 00 PI= 501 +50,00 EL - 4454' VC - 500 K =602 IDS ) 70 MPH) W26 ELEVATION = 38.36' N 411662 E 2533860 K STATION 224 +29 4T IF RR SPIKE IN H -POLE PROTECT EEC NO SHE NO. R -25140 42 ROADWAY DESIGN HYDRAMCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON PI= 515 +9000 EL - 4025' VC - 600' K =1991DS ) 70 MPH) PI= 52WOM EL -- 67JP VC Is K : 24 (OS ) l0 MPH) W21 ELEVATION = 35.11' N 418819 12534501 BL STATION 238 +03 38' IFT RR SPIKE IN H -POLE SEE SHEET 20 fOR PLAN VIEW 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 PROTECT REREBI NO SHE NO. 6 R -25140 43 RoaowAr uESICN HroRauucs � ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACOUISUMON PRELIMM. RY PLANS DO NOT USE SO CONSTRUMON -L- '01 70 PI: 54315A0 I I HIM Hill 1 11 Hill Hill III I III HIM I HIM 111 .11111111 HIM I I 111111111 11 1 -- EL = 4669 tf, PI = 531ao VC =440 11 111 11 Hill 1 1.111111 111111 T 1 Hill Fr7T 11 EL = 411p K = 302 IDS) 70 #PHI VC = 600' K =183 IDS ) 70 MPHI 34% 11111111 1111 1111111111111111111111111111111111111 LLJIL".L -0911 11 40 111 111 1111111 Hill 'mmmillylillagmm 11 40 1 '711 111111111 111111 30 111 111111111 HIM 20 2L -LEI 11 $EE SHEET 21 MR PLAN VIEW 10 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 60 PI= 551 +10,00 60 111111111111 11111111111111111111 llll'lllldl� JAM JI EL - Of VC = 620' K - 200 (DS > 70 MPH) 50 50 MAI 111 11111111 111, 1, 1 111 0 0 Mfg I 111111111 11 Mill Q 4 2L 0 Tq BM28 HEVATION = 39,62' N 480110 12535503 0. ° BI STATION 259 -43 39' 1EPT I I I I I I I I I Mill Mill 111-1- 11111 1 — RR SPIKE IN POE N OO 2-111 N3 SEE SHEET 22 POR PLAN VIEW Zo jo 544 545 546 547 548 549 550 551 552 553 554 555 556 557 00 'ROW REREBI NO SHE NO. 6 I Hill 111111 11 11111111 R -25140 44 RoaowAr uESICN HroRauucs � ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACOUISUMON PI= 561 +20A0 PRELIMM. RY PLANS EL - 6920` DO NOT USE SO CONSTRUMON VC = 1,361'1' K - 256 (DS ) 10 ,#PHI —L— 601 Hill 60 11 1111 1 11 FFTT7777"-"-w- 77% 1111 11111 I 6L 6M29 ELEVATION = 31,10' N 482034 E 2536123 BI. STATION 273 +5189' IEET RR SPIKE IN 9" PINE -am AIN m SEE SHEET 23 'AUN 557 558 559 560 561 562 563 564 565 566 567 568 569 570 Hill PI - 519f9540 PI - 511 +400 EL =4605' Hill IIIIIII EL - 4155' VC =1000 VC = 650 K =1195 (DS )10 MPH) K =201 (DS > 10 91 11 HIM iiiiiii iiiiiiiiiiiiiiii 50 50 IIIIII T777 '77? .1 Ill Hill 1111111 ll� ...... . A66 'I -1 7 7 11 1111111 1111111111 11 111111 111111 11 1 Hill Hill 11 0 0 Q 0 6M30 EEEVATION = 37,11' N 482927 E 2537659 ° Du 01 STATION 292 +41254' RIGHT RR SPIKE IN 6" PINE N OO N3 SEE AHER4 POR PLAN VIEW Zo jo 570 571 572 573 574 575 576 511 578 579 580 581 582 583 00 PROTECT EEC NO SHEET NO. R -25140 45 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON SEE SHEET 2b fOR PLAN 596 597 598 599 600 601 602 603 604 605 606 607 608 609 PI = 610 +1500 EL = 36,47 VC = 59 K - V IDS ) 10 MPH) PROTECT EEC NO SHEET NO. R -25140 46 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON PI= 66 I EL - 53,47 VC - 910' K - 253 (DS ) 10 KPH) SEE SHEET 21 fOR PLAN 622 623 624 625 626 627 628 629 630 631 632 633 634 635 6 'ROW REREBI NO SHE NO. R -2514D 47 RoaowAr uESICN HroRauucs � ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACOUISUMON PRELIMM. RY PLANS DO NOT USE SO CONSTRUMON L� 40 40 .1 Hill 1 IL .$H EEP 28 IN 111 1111 635 636 637 638 639 640 641 642 643 644 645 646 647 648 Q NI 0 N N OR 0 LLI III Hill Hill IIIIIIII 49t4 -4M N OO N3 IU Zp 70 �0 N� 011 RROIECT EEC NO SHEET NO. R -25140 48 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON -Y3- SEE SHEET 6 AND 30 f 0 R PLAN 27 28 29 30 31 32 33 34 35 36 37 38 RROIECT EEC NO SHE NO. R -25140 49 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON - Y3RPA- PI= 21+0000 EL = J695' VC = 600 K =269 (05 ) 70 YPH) PI = 25 +8000 EL - 29,15' VC = J60 K =198Z)l0FH) 811 HE 6 MR UN VIEW 'ROW REREBI NO SHEET NO. 6 I Hill 111111 11 11111111 R -2514D 50 RoaowAr uESICN HroRauucs � ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACOUISUMON PRELIMM. RY PLANS DO NOT USE SO CONSTRUMON mull, - Y3RPD- . . . . . . . . . . . . . . . . .. ......... PI= 21 +20A0 EL - 3654` PI =11+00,00 VC = 330 PI = 23 +r�00 EL -- 299r K = 65 IDS) 50 MPH) EL - 262 VC = 60 VC =190 K - 07 1DS > 70 MPH) K - 53 IDS > 35 MPH) 1 11 11 Ill Hill Hill HHH.—H 30 2l9% 11 17, I li -- SEE SHEET 6 FOR UN VIEW 22 1�12112 ii � 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 - Y3RPD- F-4a iiiiiiiiiiiiiii�111411111[INII)��YIIRJ MA HAIIIIIII -Tillifill Hill Hill 11 1 Tilli 0 0 Q 0 N 00 0 LLI N� OO S HET 6 FOR UN VIEW N3 Zo Jo �Tq 24 25 26 27 ol PI - 11 +60A0 EL - 52R VC - 225' K - M (DS ) 45 MPH) PI - IIf350 EL - 50,39 VC - T K - 54 (DS ) 40 MPH) PROTECT EEC NO SHEET NO. R -25140 51 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON - Y3IPA- PI =17 +35 1 EL - 2851' VC - 310' K - 66 (DS) 40 MPH) SEE SHEET 6 fOR PIAN VIEW 12 13 14 15 16 17 18 19 20 21 22 PI = 16i5A0 EL - 277 VC - 320' K - 65 IDS ) 40 MPH) - V3[PD- 811 SHEET 6 MR UN VIEW RROIECT EEC NO SHE NO. R -25140 52 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON -Y38- PI =13 +60,00 EL - 31,38' VC - It K - F fDS) 50 (PHI PI =16 +0500 EL - 263Y VC = IN K = 11 fOS ) 40 YPHI $EE HE 6 V UN VIEW -DRV2- PI =VOX PI -14 +80!10 EL - 29JP EL - 3099' VC - IT VC - w K - 151(Ds ) 60 (PHI K =10 (DS ) 45 YPHI SEE SHEEP 6 MR PU,N VIEW 10 11 12 13 14 15 16 PROTECT EEC NO SHEET NO. R -25140 53 ROADWAY DESIGN HYDRAMCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON PI - 26f3000 EL - 46J8° VC - 31a K -- 50 (DS) MPH) PI= 20+150 EL -- 19B9` VC -22 K = 69 IDS ) 40 VHI -Y4- PI - F1300 EL - V VC -31 K - IIl (DS) 55 KPH) SEE SHEET 8 AND 32 FOR PLAN 30 31 32 33 34 35 36 37 38 39 40 BM11 ELEVATION = 19.19' N 463762 112529699 BV4 STATION 17 +0813' [EFf RR SPIKE IN POWER POSE �M 66� OF GOSHEN ROAD ASR 1331 Hill L SEE SHEET 31 AND 8 FOR PLAN VIEW HHHTHHHdlllll I L� - 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 i i � i ll -Y4- l7p� i i �i PI - F1300 EL - V VC -31 K - IIl (DS) 55 KPH) SEE SHEET 8 AND 32 FOR PLAN 30 31 32 33 34 35 36 37 38 39 40 PI- IWODO EL - 36Y VC - 100' pl - 12fJOD0 K -- 20 (DS ) Jo NPHI EL :11,8r VC - 2N K - JB IDS ) JO PI - 2013 EL - 665' VC -160 K - 74 (DS ) 40 PHI PI= 20 +100 EL - 2020' VC =160' K - 50 (DS ) 40 KPH) RROIECT EEC NO SHEET NO. R -25140 54 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON -0RVI- SEE SHEET 32 AND 8 FOR PLAN AM -10 1 -0RVI- o _ SEE SHEET 9 FOR PLAN VIEW _ o 21 22 23 24 25 RROIECT EEC NO SHE NO. R -25140 55 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON -YS- SEE HE 13 V W VIEW RROIECT EEC NO SHEET NO. R -25140 56 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON -YBA- PI= II+SQOQ EL = 3193' PI - 234M VC =190 EL 41 = ,38' K - 240 0 165 MPH) VC =980 --- -Ila T777 U'Z K =1633 fDS 110 MPHI PI = 3000M EL - AT VC =600' K =1333 (9S) 10 MPH) SEE SHEET 24 AND 25 MR PLAN VIEW 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 RROIECT EEC NO SHE NO. R -25140 57 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON -YBA- PI= 42+0040 EL - OF VC - 800' K =1333 (DS ) 70 NPH) PI= 534D0 EL - Me VC - 340 K - 340 (DS ) 70 VH) PI= 56 +5040 EL - 326Y VC -2 K -- 11 (OS ) 70 YPH) 811 HE 26 V PLAN RROIECT EEC NO SHE NO. R -2514D 58 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON -yl 0- PI- 264I1AO EL - UP VC - F? K -- B IDS) 50 #PHI 811 HE 26 V PLAN PI = 15 +0000 EL - 3TBP VC - 300' K -- 204 IDS ) TO MPH) BRIDGE HrDRAULIC DATA DESIGN DISCHARGE CFS DESIGN FREQUENCY = YRS DESIGN Hw ELEVATION FT BASE DISCHARGE - CFS BASE FREOUENCY - YRS BASE 0 ELEVATION FT OVERTOPPING DISCHARGE - CFS OVERTOPPING FREOUEV- YRS OVERTOPPING ELEVATION - FT FT DATE OF SURVEY CELEVATION AT DATE OF SURVEY FT RROIECT EEC NO SHEET NO. R -25140 59 ROADWAY DESIGN HYDRAMCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS DO NOT USE FO CONSTRUMON -VIORP PI - 3042 EL -- 47N VC - 30V K - 235 (DS ) TO MPH) SEE SHEEP 26 M PLAN VIEW 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 PROTECT REREBI NO SHEET NO. 6 R -2g14D 60 RoaowAr uESICN HroRauucs � ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACOUISUMON PRELIMM. RY PLANS DO NOT USE FO CONSTRUMON -Y10 kpc- 1111111 V11411 III 22 00,00 PI : EL - 52.0 60 q VC -- 500' K =108 IDS > 50 MPH) PI = 12 +00,00 PI =14 +50A0 Hill III IIIIIIII Hill EL -31N ft 352 VC =160' VC = 340 -79111111111 1111 K =291 fDS) 70 MPH) K =105 fDS) 50 MPHI .7`7 111 11111111 11111 T- Z o..Llll 40 Hill "1 .01 11 1.11 111.1 Hill Hill I I I lf"II IMI 111.1 1 111.1 Hill Hill Hill, lllow..�I.Ll Iiiii III I ;.wirrTI7 IIIIIIIIIIII Hill I IIIIIIIIIII III I Hill Hill 30 I 1 11111111 F7 71"1 11 IIIII HIM 1 11 11 HIM I Hill iiiiiiiii Hill Hill iiiiiiiiiiii SEE SHEET 26 AND 33 POR PLAN VIEW 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 - 10RPC- . . . . . . . . . . . . . . . . . . . 50 50 1 HIM 11111111 40 40 Hill, HIM I I Hill 111111111111111111 11 11 111 Hill 11 1111111 11 1 11 1111111111111111 11 11 Hill t III Hill I 30 .10 N 0 Q 0 N 00 0 ILI I m N I OO LL N3 SEE SHEET 33 POR PLAN VIEW Zo �o 24 25 oa: 'ROW REREBI NO SHEET NO. R -25140 61 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FU CONSTRUMON PI -11 +5000 PI =14 +5 S -Yl O EL = 499 EL - 4639' VC =260 VC - if K =164 fDS) 60 PHI K - 167(DS) 65 YPHI PI= 21 +301 EL - 52 VC - 500' K -146 (DS) 55 YPHI $EE HE 26 V PLAN Yl 0 SHEET 26 AND 33 MR UN PROTECT EEC NO SHE N0. 0 R -2514D 62 N RoaowAr uESICN HroRauucs � ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACOUISUMON PRELIMM. RY PLANS DO NOT USE FD CONSTRUMON - Yl01 PA- PI 15454 EL = 46SY PI - II +Q M VC - 300 EL = 446(1 K =188 (DS > 70 KPH) VC - IIO K = 62 (DS > 45 IIPH) 111 11 111 HIM 1 11 1 1 111111111 11111111 11111 1 111111 111 1 1111111 1 Hill �il 1111 Hill ...... 7 11 11111 30 30 $EE SHEET 26 V PLAN VIEW 10 11 12 13 14 15 16 17 18 19 20 . ....... -M.PA- .... . . . . . . . . . . . . 70 70 III I I Hill Hill 60 60 I HIM 50 50 0 0 0 0 N 00 0 _0 N/ OO N3 SEE SHEET 2b fOR PLAN VIEW Zo j)o k 20 21 22 23 24 oa: